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CAS-12_REFLECTIONS AT LAKE RILEY (FKA LAKEVIEW) FILE 1 OF 2MEMORANDUM TO: Sharmeen AI Jaff, Senior Planner FROM: Jerritt Mohn, Building Official DATE: February 8, 2011 SUBJ: Site Plan review for: Reflections at Lake Riley 1" Addition Planning Case: 10-12 1 have reviewed the plans for the above subdivision and have the following conditions: 1. Submit alternative street name for "Highland Court" (proposed street name conflicts with existing street in northwest portion of the City). 2. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. 3. Engineered design and building permits required for retaining walls exceeding four feet in height. 4. Each lot must be provided with a separate sewer and water service. 5. Demolition permits must be obtained before demolishing any structures. 6. If applicable, existing home(s) affected by new street will require address changes. 7. The developer and or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. GAPIAN\2010 Planning Cases\10-12 Lakeview-Rawtim at lake riley Ia Addition\buildingofficiakommags2.dw Alyson/ferry/JiWJerry/ToddH/Mark: December 16, 2010 Reflections at Lake Riley I" Addition (fka Lakeview) was submitted on 1/28/11 for final plat approval by the City Council on February 28, 2011. Please review these conditions of approval with the final plat documents and respond to Sharmeen no later than February 16, 2011. Joe Joblonski US Home Corporation 934 East Wayzata Boulevard Wayzata, MN 55391 Re: Lakeview Subdivision and Rezoning — Planning Case 10-12 Dear Mr. Joblonski: This letter is to formally notify you that on December 13, 2010, the Chanhassen City Council adopted the following motions: REZONING "The City Council approves Planning Case #10-12 to rezone 50.48 acres of property zoned RSF, Single Family Residential District, and R-4 Mixed Low - Density Residential, to RLM, Residential Low and Medium Density District for Lakeview Subdivision contingent upon final plat approval, as shown in plans dated received November 5, 2010, and adoption of the findings of fact." PRELIMINARY PLAT "The City Council approves the preliminary plat for Planning Case #10-12 for Lakeview Subdivision for 66 lots and 4 outlots as shown on the plans received November 5, 2010, subject to the following conditions and adoption of the findings of fact: 1. The applicant shall add 34 trees to its total for tree planting. The landscape plan shall show at total of 282 trees to be planted. 2. All trees proposed to be preserved shall be protected by tree preservation fencing. Fencing shall be installed prior to grading. 3. All work and drainage discharge within the MnDOT easement must be approved by MnDOT. 4. The public drainage and utility easement on the north side of the development must be vacated. 5. The existing building and driveway on the north side of the site must be removed. Mr. Joe Joblonski December 16, 2010 Page 2 of 5 6. Based on the proposed grading a low area will be created west and north of the Street C stub. The developer must work with the adjacent property owner to either grade out the low area, or install storm sewer to prevent water from ponding in the area. 7. The developer's engineer will shift the storm sewer at the back of Lots 38 to 41, Block 3, further north in order to provide a larger unencumbered backyard area. 8. The storm sewer alignment at the back of Lots 19 and 20, Block 3 must be adjusted to minimize the required drainage and utility easement. 9. The lowest opening of a building must be minimum 18 inches above an adjacent emergency overflow. 10. Additional information must be shown on the final grading plan to show how drainage from the Highway 212 berm will be directed into the existing flared end section located north of proposed Lot 27, Block 3. 11. An encroachment agreement is required if the developer wishes to install an entrance monument at the Street B intersection of Lyman Boulevard. 12. A temporary turnaround is required at the western end of Street C. 13. The development is adjacent to Lyman Boulevard and is therefore subject to the arterial collector fee at the time of final plat. 14. The developer will not be reimbursed for the relocation cost of the 12-inch watermain since the work is development driven. 15. The watermain within Street B between Lyman Boulevard and Street A shall be 8-inch. 16. The delineated wetland boundary must be moved so that no portion of the boundary is located at an elevation less than the 868-foot contour. 17. The delineated wetland boundary will not be considered approved until the public comment period has ended on December 13, 2010. 18. The wetland buffer behind Lot 7 and Lot 8 of Block 4 shall be minimized to be coincidental with the rear lot lines. The area of buffer that would otherwise be present shall be compensated for elsewhere along the wetland boundary. 19. The applicant, with the assistance of the City, must show that adequate capacity exists within the North Bay storm sewer system to accommodate the proposed drainage area to be directed to North Bay. Mr. Joe Joblonski December 16, 2010 Page 3 of 5 20. The NPDES General Stormwater Permit for Construction Activity must be applied for and obtained prior to any earth -disturbing activities. Proof of this must be provided to the City. 21. Reasonable efforts must be made to provide a maintenance access road to ponds 100 and 200 in compliance with City Code and the NPDES General Stormwater Permit for Construction Activity. 22. Additional data must be provided for cul-de-sac D to demonstrate sufficient grade for adequate drainage. 23. A minimum of two feet of separation must be provided between the emergency overflow for the MnDOT drainage swale and the low floor opening for Lot 5, Block 2. 24. Two -foot sumps shall be included with structures CBMH-104, MH-203 and MH-222. 25. All storm sewer shall be within a drainage and utility easement. 26. Hydraulic calculations shall be provided to the City for review and approval before the final plat can be issued. 27. Mulch, MnDOT Type 3, certified weed free shall be used in all of Block 4, Outlot A and Outlot B whenever mulch is called for. 28. The remainder of the gully which originates under Lots 4 and 5, Block 2 shall be filled in. This shall be done in such a manner as to avoid additional tree loss and the introduction of weeds and invasive species. 29. The estimated SWMP fees, in the amount of $82,228.55, are due at the time of final plat. 30. Phosphorus removal will need to meet the minimum 60% removal rate and should maximize that to the greatest extent practicable. 31. The applicant shall be responsible to assure that all other agency permissions are applied for and resulting conditions are met. 32. A Landowner Statement and Contractor Responsibility form will need to be filled out and submitted to the LGU (City of Chanhassen) and the DNR. The form can be found at: http://www.bwsr.state.nmus/wetlands/forms/Contractor Responsibility.doc 33. Appendix A C.1 and C.2 must be addressed including: a. Exposed soil areas must be stabilized as soon as possible but never later than seven (7) days. b. A discussion of the feasibility of infiltration and the appropriate response to these findings. Mr. Joe Joblonski December 16, 2010 Page 4 of 5 34. Building Official Conditions: a. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigative and proposed mitigation reports. b. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. c. Retaining walls over four feet high must be designed by a professional engineer and require permits, inspections and final approval. d. Each lot must be provided with separate sewer and water services. e. The developer and or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. 35. Fire Marshal conditions: a. Submit street names to Building and Fire Marshal for review and approval. b. No burning permits will be issued. Tress, scrubs etc. must be removed from the site or chipped. c. Mains and fire hydrants shall be installed and made serviceable prior to combustible construction. d. A three-foot clear space must be maintained around fire hydrants. e. Temporary street signs shall be installed as soon as construction begins. Signs shall be of an approved size as required by the Chanhassen Fire Marshal. They shall be weather - resistant and maintained until replaced by permanent signs. f. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during time of construction except when approved alternate methods of protection are provided. g. The proposed hydrant between Lots 3 and 4, Block 2 must be relocated to the intersection of Streets B and C. h. The proposed hydrant between Lots 3 and 4, Block 1 must be relocated to intersection of Street B and Lyman Boulevard. 36. The lot width at the rear setback line for lots 1 and 2, Block 4, must be adjusted to reflect 90 feet as required in the Shoreland Ordinance. 37. Successful transfer of Outlot B (4.83+ acres) to the City of Chanhassen concurrent with the final plat through a combination of dedication (3.08+ acres) and fee purchase (1.75+ acres) at a cost of $112,716 per acre, for development and use as a public neighborhood park. Mr. Joe Joblonski December 16, 2010 Page 5 of 5 38. A sign reading "This Road Will Be Extended in the Future" shall be placed at the west end of Street C. 39. The applicant shall work with staff to evaluate the use of a privacy fence and vegetation along the north edge of the property to lessen the noise impact from Highway 212. A solution will be presented with the final plat." Final plat documents must be submitted to the City four weeks prior to the City Council meeting in which you wish to have your final plat approved. Enclosed is the list of items required for submittal for final plat approval. If you have any questions, please feel free to contact me at 952.227.1134 or e-mail at saliaffAci.chanhassen.mn.us. Sincerely, Sharmeen AI-Jaff Senior Planner Enclosure ec: Alyson Fauske, Assistant City Engineer gAplan\2010 planning cases\10-12 lakeview\appmval letter rezoning and prelim plat.doc LEGEND EX 0 °�° O • • SANITARY MANHOLE REFLECTIONS AT LAKE RILEY 1ST ADDITION EXISTING SANITARY SEWER PROPOSD SANITARY HTNTAN SANITARY 9SEINER EWE GRADING, UTILITY AND STREET CONSTRUCTION PLANS ,�' m N N GATE VALE REDUCER EXISTING WATERMAIN CHANHASSEN, MINNESOTA -�- PRWOSiD WATERNAIN FUTURE WATERMAIN CATCH a 0 0 0 BASIN BEEHIVE 5 D ► ► FLARED END SECTION / ``O\ rze Nm. • 0 0 CMlKX STURCTURE _ s\V 4� p (7 ( u -� EXISTING STORM SEWER l `., // ��� AN L 201' O PROPOSED STORM SEWER f -J, \ \\ \\\� I�j t •• tun -�-� FUTURE STORM SEWER SURMp1NTARLE % I _\ LAKE \=�• RILE>t 4 4 CURB k GUTTER E CURB 6 MITER -. = T ` Y 4,.( _ .. RIBRON RIBBNi CURB h GU r ° SITETTER eesCwmMenlwOce PHASE TINE- � .., 3 - EASEMENT lllff 1 -......---_ ....__-_.. EXISTING 2' COIVTOUR LINE --- ---- EXISTING 10CONTOUR UNE PROPOSED T CONTOUR UNE `\ ( \ ��'•�.,,`I PRCPoSEM, SED ET 10 CONTOUR UNE PONDUNE S cpT - pow NiM WATER UNE PROPOSED SPOT ELEVATION T _ ♦^p -0. EMERGENCY OWRFUGW `� I T I m - -- -. -. — ••.".........•••••^••--•••••••• -..- DELINEATED WE11AND UNE FEMA FL°°WLAIN BOUNDARY STANDARD EROSION `� \ \ \ . LOCATION MAP CONTROL TREE FENCEEROSION CONTROL �-�`'�: SHEET LL`1 LEX \ 1. COVER SHEET 0 w G"`GN�".TIO„ AREA 4° OLD ER SIGN __; ; �_� L �.. 2. SANITARY SEWER & WATERMAIN _= == IX OVERHEAD UTILITY UNES \ ' `\; -go- `} \''_-`: 3. SANITARY SEWER & WATERMAIN —' '—•—'— IX UNDERGROUND TELEPHONE UNE ` `-' 4. SANITARY SEWER & WATERMAIN -'-'...... EX. UNDERGROUND TELEPHONE LINE LI UNE EX UNDERGROUND FIBEELECTRIC `\ \,\ 1 2 5. STOTRTTM� SEWER —' —'—• '—• •—•— EX UNDERGROUND ELECTRIC LINE IC IX UNDERGROUND GAS LINE � � i T I ' 6. STO1t1V1 SEVIER J.:.R •—• •— IX FENCE (BARBED WIRE) 1 .•; OUR01 A 1 - 7. STREET CONSTRUCTION --•—•—.— EX. FENCE (MAIN LINK) , —�''. 8. STREET CONSTRUCTION -�� - EX FENCE (MOOD) «nEc,R�ceoD�°ANT 9. CITY DETAILS 61- EX MG ELECTRIC 10. CITY DETAILS W EX NATURN. GAS METER ( �\ T1 / 1 11. CITY DETAILS O W EX. HAND "ME IX FOUND IRON PIPE \ 1 BASIN \, f� / 0; < S 1. l E PLAN SUE I$ EX JUDICIAL LAND MARK EX OUBU T 0 lo0 \� l >I - GI. GRADING PLAN A LIGHT POLE EX PK MAIL - ---- ��'�- - --- _ - --- - -. _---- '_ _ _ _ _ ` ;' Y O'' G2. GRADING PLAN a IX UTILITY POLE IX LAWN SPRINKLER HALVE•.. ____ ____ _ _ _ _ - -- _ _.�_ ___ _ ____ \ 1 i m... G3. GRADING PLAN # EX LAWN ER HEAD EX SEMAPFIORE \ ` NI G4. EROSION CONTROL PLAN m HORE IX SERVICE OIlOOf ° G5. SEEDING AND RESTORATION PLAN ® IX TELEPHONE BOX ' G6. GRADING DETAILS m IX TEST HGLE _ d IX TELEVISION BOXEX ! I G7. GRADING DETAILS WATER EX MOMIT M IG IX MDATtlONG WE L ;`-';. - - `' ' Ll. LANDSCAPE PLAN ® IX MAILBOX -��' I Tl. TREE PRESERVATIONTROL ® EX CONPOINT IX SP.E T2. TREE PRESERVATION a , ~O,c� T3. TREE PRESERVATION EX a�EAtiOUT IX SIGNIFICANT I'v T4. TREE PRESERVATION TREE IX TREE UNE `� �•-\ SPRINGFIELD DR. IX GRAVEL SURFACE 1 BASIN 200 I 1 I IX BITUMINOUS SURFACE I I WOOF C _ EX CONCRETE OIRFACE TOP OF SELECT BACKFHLL— MATERIAL GRAVEL CONST. ENTRANCE 's—= I 1 • \ . — i! GRAPHIC SCALE IN FEET _PIO_NEERmo,>e_ ng 2422&am D �v-nm (651)N1-1914 IH=doo H.:W A4T 1512O F-d14as �va.pmm-W.mm ' \-M -1ST ADDNIQI BENCHMARK TNH SPRINGFIELD LOT 10-11 BLK I EUW=924.90 8 1 laim e1 NOTE CDNNECT TO EXISTING SMNTARY SEPEIL CONRAC70R m FEUD wmv LDUTIoI s , - EIEVAIILRI - 9- 9- SANITARY & WATERMAIN CONSTRUCTION NOTES: 1. SANITARY SEVER SERVICE WYES ARE STATIONED MOM DOWNSTREAM MANHOLES. 2. ALL SANITARY SEWER R WATER MAIN SEANCES SHAH. TERMINATE AT V PAST ROW. 1 ALL SANITARY SEWER SEANCES AND RISERS SHALL BE 6- P.V.G (SON 25). UNLESS OTHERWISE NOTED. WITH A MINIMUM SERVICE GRADE OF 2L 4. WATER SERVICES ARE 3' UP STREAM PROM SANITARY SERVICE WITH A MIN 7.5 BURY. 5, ALL WATER SERVICES 9HALL BE 1' (TYPE -K") COPPER UNLESS OTHERWISE NOTED- 6- ALL WATER MAIN SHALL BE C-900 M-19 UNLESS OTHERWISE NOTED. 2. SANITARY SEWER PIPE SUR JS h 26 SHALL B: ASIM D-3034A B. ALL UTl1TY CONMCTS SHALL BE RESOLVED ACCORDING TO CITY STANDARD SPECNTCATIONS 9. CONTRACTOR IS RESPON9BLE FOR ALL TRENCH DESIGN AND MEETING ALL 0SHA REGULATIONS 10. MAINTAIN IV HORIZONTAL AND IS VERTICA SEPMATIOX BETWEEN SANITARY SEWER AND WAIERMAIN. 11. SANITARY %NOR INVERT ELEVATIONS ARE AT END OF SERVICE. IZ ACTIVATION OF WATERMAN SYSTEM SHALL BE PERFORMED BY OTY PERSOLNEL ONLY. 13. DEF "ON TESTING FOR ALL NON -RIGID PPE SHALL BE CONDUCTED AFTER THE FINAL BAMK HAS SEEN IN PLACE FOR 30 DAYS. IC THE SEWER AND WATER SERVICE SHALL BE INCLUDED IN THE PRESSURE AND LEAKAGE TESTING REWREMENTS N :m BENCHMARK Nam____ z y l n oe THIN LOT 10-11 BC 1 0 o N o o -.7 PARK SANITARY CONNECTION 924.90EID ElEV�924.90 GRAPHIC %ALE N PEST om =a .. ..... ... o iJ951R1G �TDUID soy / GRADE eo 5 90.0 _ m. ...... 90Q.. om 84.5 89.5 `t n 89.0 - 89A.. 88.5 ......::...... ..:. I 88.5 ..:: 8$9 .. :.....:.::.. -_:::...-::..._ 880. ..... ..............: _ ...:.... ....: : .... ... ... NOTE II . ... .... ...... _ .. - C .OQPTRACiq; .. II $7p .5... . ..: :... . ....I :.: ... .___._ ........ - J08' - Y DP CL52 O D40x .. _._....._......._ ......... :..._.. TO REL 0 �M N :ELEV.,LUL ... _:: _:._JI._.:.... ..._..... ....:.. ..... _.... ......: i..875..: _.. D/P :.. tt%Y .:..... ...... . :...... :. :'. �53 phi; II 8� 865 BL Q 6 .. 865 p..... ... .... ..: ........: ............... ... .............. ... ...... ....... ........ .... .. PI$NEERe„eneeri„g Mmdou lYi�gEN 56l]I w��w1m a, 30'-Er pvc SON SANITARY SEVEN PLUG END NV 8117.80 HIDRAN I T - W,�m v/S 4 2 low :1+99 S- 1+38 IM10=B89.0, B"i CS— amo. S-0+74 M IRIIIL5 s S-1+42 NV-M.o C5=M.o 2 F i 3 4 tr Dl 02 CHESTERFIELD LANE ................. .......... ....... - ........... .... 915 .......... ...... ........... . ......................... ......... r I-.- 0 900 ... .......... - R ... P11C Er STUB,\ .............. 7:5- WIN. BURY ....... — ... R. IRIROROSET m SANITARY & WATERMAN CONSTRUCTION NOTES' 1. SANITARY SEWER SERVICE �S ARE STAnONED FROM DOWNSTREAM MANHOLES, Z ALL SANITMY SEWER & WATER MAIN SERVICES SHALL. TERMINATE AT 9' PAST ROW. I ALL SANITARY SEWER SERvIm AND RISERS SHALL. PM BE 6- P.VC. (SDR 26). UNLESS OTHERWISE NOTIED, WIM A SERVICE GRADE OF 4. WATER SEFtMCES ARE 3' UP STREAM FROM SANITARY SERVICE WITH A MIN 7.5' WRY. OUTLOT D S. ALL WATER SERVICES SHALL BE I- (TYPE -K-) D115 COPPER UNLESS OTHERWISE NOTED 12' PLUG 6. ALL WATER MAN SHALL BE C-WO M-18 TOP PIPE UNLESS OTHERWISE NOTED. 7. SANITARY SEWER PIPE SOR M & 26 SHALLEUE�6.0'.. BE ASTM D-3034A. S. ALL UTILITY CONFLICTS SHAUL BE RESOLVED TO CITY STANDARD IONS, 9. CONMACTORACCORDING IS RESPONSIBLE FOR ALLSPECIFICATTRENCH DESIGN AND MEETING ALL. OSHA 10. MAINTAIN IV HORIZONTAL AND I.T VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERMAIN. 11 SANITARY SEWER IN%EFIT ELEVATIONS ARE AT END OF SERVICE. 12. ACIBVATION OF WATERMAN SYSTEM SHALL BE PERFORMED BY CITY PERSONNL ONLY. 13. DEFIECROM TESTING FOR ALL MDN-RIGIlD PIPE SHALL BE 81'-B' PVC SOP! 26 CONDUCTED AFTER ME FINAL BACKRL HAS BEEN IN PLACE SANITARY SEWER STEIN FOR W DAYS. PLUG END 14 ME SEWER AND WATER SERVICE SHALL BE INCLUDED INV-883,16 IN ME PRESSURE AND IJAI(AGE TESTING REQUIREMENTS FOR ME MAIN BENCHMARK WIIH SPRINGFIELD LOT 10-11 BUK I mmY LAKEVIEW ROAD E. EIEV=924.90 GRAPHIC WALE IN FI:ET .......... - EXISTING GROUND 7 910 r GRADE - ).5! MINE BURRY 15! MINE �7� t > .... .. .. ... 12' PLUG ... ...... ........... ....................... ............ TOP PIPE ; -p ELEV 119&0 A Ilk IN . ......... ........ .. ... .......... ... ...... ....... ............ ............. - ...... - it 890 PLUG a' STUB•It EL-887.80 a,-c9OO OR-ja I it IT .... .. 30, 8, Eve SERI 35 0 a,E0% 205- ......... ......... PLUG Ir EL-eml IiI ... ......... . m MR 11'am jr* DIP C152 jjD.84X MT, ISX I L4 a- I I LL c..O..z.e. 880 ...... ......... r DR 26 .. ... ......... oam 875- .................... q ... ................ ....................................... .................. ........ ... ........... 575, Pl*NEERm&wriv, MU]tftm `. T I OUTLOT D L �-i PFAFOL17m —4' HDPE D.T. CLEANOUT (TYP.) OUTLOT STORM S CCNSTRUCTION NOTES 1. PRONOE R-J W NEENAH CASTMOS OR APPROVED EQUAL ON ALL CATCH BASNS UNLESS OTHERMISE NOTED. 2- PRONOE 24'x36' SLAB OPENING FOR R-3067V NEENAH CASBNGS ON ALL CATM BASN MANHOLES UNLESS OTHERMiS: NOTED. 3 MAN TILE (D.T.) TO BE PLACED f SEMD BACK OF CURB. DRAIN TILE (D.T.) TO BE PERFORATED. COR(EIGATED DUAL WALL SMOOTH LINE A PLACED AS SHONN ON PLAN. DRAW TILE CLEAN -OUTS SHALL BE PLACED AS SHOV ON PLAN. 4. FINAL STRUCTURE Off -SET TO BE YERHED BY CONTRACTOR R INSPECTOR BASED ON MATERIAL SUPPLED TO PRo.ECT. FED STAIONC SHALL BE SET ACCORDING TO BACK -OF -CURB. STRUCTURE TABLE STRUCTURE RE STRUCTURE NEENAH CASING OR EQUAL CB-111 27' OA R-4342 CO-112 36'X24' R-306]V CB-114 36'X24' R-3067V L 104 48' DIA R-306]V CBMH-lm 48' OA R-3067V CBM -106 48' DA R-3067V C6MN-f0] 48' OA R-SfI6N COW-108 48' OA R-306]V ® 109 48' 0A R-3057Y C 110 48' OW R-4342 CB M-113 48' OA R-3 W MH-102 fi0" BMl R-1642 MN-103 60' OA R-1642 o a�6o GRAPHIC SCALE ON PERT 4 1' FABRIC OVERLAP D101 D10•2 FILTER FABRIC WRAP 9' FILTER FABRIC WRAP SHALL BE TOPSOIL 9" MINIMUM MIRAF NONWOVEN (140 NL) MIXTURE 0' 50% GRADE 2 EXXON NONWOVEN T. 1 D _ __—___ AMOCO NOXWO`hN (4545).. ORCOLS ST ) ST OOT COMPOST (MN]890) A MEETING DOT (T+P-) APPROVED EQUAL. ENCINEERS SFECEICATONS. HIM-11 AM] MART 'COUR FILTER ACGREGATE PERFOLiATED IMm W ....�,. E ar e H- M10oe OUTLOT D �\ Y r STORM SEWER CCNSTRUCIIGN NOTES 1. PROVIDE R-306]V NEENAH CASTINGS OR APPROVED EQUAL ON ALL CATCH BASINS UNLESS OTHERWISE NOTED. Z PROVIDE 24%W SLAB OPENING FOR R-"W NEENAH CASTINGS ON ALL CATCH BASIN MANHOLES UNLESS OT-IMWSE NOTED. 1 DRAIN TOPE (D.T.) TO BE PLACED V BEHIND BACK OF CURB. DRAIN THE (D.T.) TO BE PERFORATED. CORRDCATED DUAL WALL SMOOTH UK R PLACED AS SHOWN ON PLY` DRAIN D E CLEAN -OUTS SHALL BE PLACED AS SHOWN ON PLAT BENCHMARK 4. FINAL STRIICDRE OFF -SET TO BE VERIFIED BY CONTRACTOR R R15PECTCt THEN SPRINGfFLD LOT 10-11 BLK 1 BASED ON MA70M SIPPUED TO PRO.ECT. i1F1D STAKING SHALL BE SET ELEV=924.90 ACCORDING TO RAMC -CAI®. HIGHLAND COURT NORTH STRUCTURE TABLE STRUCTURE NAME ST UCIURE SIZE NEENAH CASTING OR EQUAL C 119 35-V'r I R-30ON C11-120 36')CEr R-3057V CBNN-115 49' DIA R-306TV CBH-116 BO' DIAL R-306TV CBNH-117 4C IRA R-30R]V CBYI-11B 4R' DIA R-3 W MN-1100 497 CA R-1642 CS-100 SPECIAL SPECIAL ARtATED 1 BELOW t '.. BELOW i1 _ -WTH A Rif r'1 - TRACK DO, OUTLOT A ` \ SAW 100 \ 0 UTIET=aT1.0 •' NAIL 8T1T2 6- mK 46, MET. WL.-2.654 ACTTI-:. 1 -..... STM WL.=/.991 ACF� 6" HDPE D.T. CLEANOUT 6' PERFORA - - HDPE D.T. 114V=669.0 m 1 I 1. � m\ \ I I C1�EAN1T 1 1 \ I., Patio OUTLET CONTROL' S RUCTFE% SEE DETAIL BEET It. AL 110UTLOT D',. 11 OUTLOT A 1 DNR 10-213W 6• LOPE O.T. CEIIIDUT 1� F�� 1 BASIN OUTLET INSET A DEPTH OF V DRAINTLE NVERT 'ER BAR ON A WOE 6" HOPE SLOTIm AND FABRIC WRAPPED PERFMATEO UNDEREMUN PIPE t F m_v� 20- MINIMUM (MNOOT 3149.2H) DRAINTLE FOR FILTRATCN BASIN (TYPICAL SECTION NOT TO SCALE) 6" HOPE CLEANOUT. 10O MAX SPACING SEE Ott DETAIL 5234 _.... _. �„ 915 - p p 9 „ a JS... .. _. - it 91 mm 1� Y -... - _� o ' O pJ O OOY Z n O Yq 90.5. �- _ >>m ... 22Y ... ( nm mj x;mm mz 905 885 ....�'=ate _=S5 O 1¢i / 12'RCP SLS Fii3 909.In I mo -8Q 127 O . _ 'O13TIF '. 9OO B8O „» a m 9.5. 12• =-t 95 7 5 2Y F£S W x H a z z z - :.. - >t .. CITY DETAL 3109LTi0B) i..: 27' F.E.S :....... hF I : tYQ O5DZ 1 CL-C:- ■ RF-RAP'.: (PER CITY DETAIL 3109) • J B1ANI ET -: LAST JOINTS TIE 3 . - 89.0 8B'/� - 2' - - 590 15TO 14ra3�AINiS� -..88.5. 14 /✓ .. :. .... , :....... :.Q .. 8$5 865 - Ia. ..HV✓..: RCP/ m 2 25. 0 ___ -__ { -:::: 27' NIT GL3 0 Wi 880 ..860 :.. 86.... 875. 5 .: - PIONEERengineen-ng IMauMumuRc M E..,rm. i (651)611-19H 1-diso HiNW Fv: 6819CFB �v.�eveW.mm 2" BITUMINOUS 6' CUSS 5 GEN o111s - OP FTOORR s°FiRMa�i/NTA%A� .32 - TDP OF CURS FIEVAl FOR B-STYLE CURB 07.82 = TOP OF NRB ELEVATION FOR RIBBON CURB = MOUNTABLE CURS k GUTTER = B-STITE CURB h GUTTER = RIBBON CURB n CUTTER ► = CONCRETE PEDESTRIAN RAMP OUTLOT A 115' to I / / • ,kV EO.Y CEf to !e / / ••J Mow al Lrt. c 11111 117 11 1 j � � \\�: -1 1 1 / 2 5 �. jE,o anK 11 11 11 11 2 UmTlMG POLE 3 40. ,ILO OUTLOT C G1.524Z a 5243-M 1 4 11 1 � 1 11 11 1. CURVE TABLE WIM DELTA LENGTH RADIUS TAMCl NT CI 49261T 241-76 mm I2 m C2 82' "r 46974 325.0D 286.59 m 3:V5110 • ,n.2b 30D.ao m.29 r u. .' TaAfm. sa.1 s Mwn o soa 1 yYtillm9r 2. lvaE X)fl U.u^tfo 2' Cool - Nl . z'-uwor vso Irmws3osoe raw.t. o.fi _ 13 - /ggegale IY6t Cru9wE T Wt .� i�3..�Na. ,) TYPICAL STREET SECTION (NOT TO SCALE) OUTLOT !M ur ''ate ---- LT�sn b7IGV I usi; �aL� zixa: UNDERGROUND UTILITIES CALL 48 HOURS BEFORE DIGGING GOPHER STATE ONE CALL TVAN CITIES AREA: (651) 454-0002 MN. TOLL FREE: 1-800-252-1166 SLOP SIGN (RI-1) I GHLAND COORT EB LAN Ir---- r -CONCRETE APPROACH NOSE (IIP.) ®H-� `J j 4 SEE MNOOT PULE 7113A4 /� 5 II II II 11 ] I I I ISTR9pT 9CR I 6 i L I soIILEVARD ,tA,a` GRAPHIC scA1E B+ eDOr Hk D COURT " t BENCHMARK HIGHLAND COURT ; , s TEV=92 LDT ,D „ B K , .......... .... . PM STM 13+3000: n :N M a ,. m n • :i M a :$ PN: ELEN 012.64 :m m �e 'K 2667 :m o .m. :Q a LW, IWOO : : HIDH-PT: STA: 13+BD.DO .:.... ...-...:-:PN STA :TI'+1kL00 ......... . . .: .... .... .... ..- -.... ........:.... ....: ..-. .:. .... .... - ..... - PM-.STAa+00:00 -.. --'. ..::.. ..... o HI(pl-Pi ELEv:-9, 2.3� PN 90679 - PN a& 90&O4. K: 25.00 K: LW-- 100.00 : :. K 29.28.. tiYC 100.00 - 9]5. P00 PN)eA�s 915 m 8 ... ........ + m+r u4o 8g PT:EFA �•-$n ...... ... .....: .. / nd - au 91 'm + GRADE - PN STA: 8+00.00 .: m PM STA. 4+00.00 \( PM B" 884.79 W PM It 9 .A .....- .. .. ...... iN2 nom f.. a LVC 100A0 :. OS .. - ... ..:LPN PT. STA: ]+85,6s ... -. ... ... .. .... LOW PL .STA: 4t ..:.. ... ... .. ..9 .... . ' O LPI PT ElEM 887.43 O oo CI &2 :IPT F11Y. 895.2Q. 900'. .. ... -. .. o a n o �A: ppqq . .... a' .5 -+ \ *� 885 00 o <. w U : - _ I :. u -. /4+00 13+50 13+00 12+50 PI'f1.NEEReneneving 12+00 11♦50 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+DO 6+50 8+00 3+50 Sf00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 Pa� wo� Imt1��„I�a, 2422 (4311661-1914 Mvdw BeiQq ll'T ss,m ibffasnrYl��TwwaM Mi wa.lia/YI v..® STREEt CONSTRUCTION wAi� m Rcr'T F6',TONS AT LAKE RII.EY UST ADDN. 7 11 wt �sT ST cv,UtO OP UNDERGROUND UTILITIES CALL 48 HOURS BEFORE DIGGING GOPHER STATE ONE CALL TWIN CITIES AREA: (651) 454-0002 UN. TOLL FREE: 1-800-252-1166 \ G ND I T. OLIs = XVATIIOBLE MAY FOUR Sl�1RCURBT NB TI/RNM = TOPQEywEyy ORR B r STU \\ • STttLE CLIRBA B• / 07.82 - OF CURB O.E ATION / 15.T M BaA ,Ss' 10 Buk FOUR OETAL 52141 - - MOUNTABLE CAM k GUTTER B-STri � � 1 / s - CURB R GUTTER / �� 2 3.9i 20a R6Bd! CURB i GT1TlER / (7 T CONCRETE PEDFSTPoAN RAW / _ J C 3 1 K-Ivor z.55o 6v,cisnt® __// a ITua�av s�.a / r- T 2. Lww.0 CURVE TABLE _ - """'I°i° ,r- .n 5 Iq I. e®. 1= CURWE DELTA LENG7H RADIUS TANGENT S zc ~T 31 5 / ( e r) C4 ]OTN'SS 10i01 I IDIL00 5174 LS 1852.31' 90.83 I Zz509 1 45.73 TYPICAL STREET SECTION GRAPHICSCAEe n+ FEET CHESTERFIELD LANE NOT To SCALE) BENCHMARK S924-90 D LOT 10-11 BlK , ...................................................... .... ................... o 0 ELE ... _.. ....... .... .. K Sao :. 90.5 LVC: ,aLOU- .. 995 R� Ro bm 99A _. ..._ .. ad 9oQ :..89.5a ...................... ... :..... .zoox.. :: .:.: 895 \ l\ _ WADE .: .89.Q - .. . _: : - _ _ /E)OSIMG fR01M0 8 ..: 88.Q .. n ..... 8$Q _ .... .. .. : 41 6 Q .. . .:: 41 S j .......... ........ .: ........ ..... ....... .. .. ... ..... ..... ........ WW .... PI$NEERewng 24M&Aa tAivc (651)6E1-1914 55120 Fax 6E1.9CBB �vr�y'vemaiwm 3E50 3+W 2+50 2400 1+W 1+00 0+50 0100 1101L111,-)IIDi'�i ( E a i F HrRI i r 01f i,NCAL ffl® INTFRgC1XM � IEeYtlpt � rOT RAN WEW f TOP COafP 3LO�f0 � TIE 005N CETK J-_ 4 sa •� a.rar 9.. w.r .a_ 4 awe Ec¢NnWc MAnAIIPIT YAMMgE mlf rArtPTWi1T ® 4WIQF PISNEERe?t,eering .aTt Ewvpritt give �a..nm 16511691-1910 MvNoo IIugFN, AW 55120 Fu Nr-� Ar pumor8.mm ffi r. 9rx •xs�...r.rrw� LTV�PO®6 Qv ra Rxar/r on f C.TE 1Mtt15i ® BLOCI(MG F104VrrG eEVYelup! we IWZ W m FEET Ci RESIRAWED PPE PEL%XPm OH E0 SIDE 6 BM FM WC ROY PPE WUY rxxWW Ip4T6 T' IrE {TNL�4 noxrs r nc 6 Hamm x vacMiullc m Frnus a uLLouo FMIW ze .bPAscw axes MUM 005MOMM5 ml m00m©Of]mODOm f�momm©©mm©Omm omnmmonmmonmm f900m�00m000m0 Moommm©mmo©mom e mmomum©mnmmm ®ommmnmomnmoo ammm®mmm®omom f9mmmmmmmmmmm� ®mommmmm®mmmm rammmmmmm®mmmrm I— 01f I PESTRAREp REgNRE11FHT Fqi RPE CP ®" ..I-- lON mIf 1 a I f� RARPHA ® FxrfrfmlG 4rwtnE.I rr'•` 2r09 /rRR rFEIM n5I SOYK.MS nE M H® LaE YrYI Z 4QLaECiEp .a! M RUL raM /.LPIPK 0/ExY.lu. f NP ® BLEED CETK RWifFAS RPAR11M1t we IOOJ i xr@R rn m u oc x. �rRII revr SAHTARY SEWED SERNCE COPNECillkl OETNL 4R xv�m®r ar rc nur .rmeut• (w+lx¢m w wwr aiwr nu v mars nw MIN TNYCWL S.WITARY YWEA SEPNCE E FMiXQ.WC ppYflaCai w a ](Ipl L r vn.v tr xr aaa auxe m c mw R uofS�� 01f� YNWQE GSMG UD ® MJUS1tlN: CETNL oanamc YwmloP "�` znD n ZW Q a r ey i g a ' Q "d 2 as�p.ai pE } v Si sx 4 fja Sxe :a:R i.�;eg x eyY�} Mg.s i4a?33 i f TYPICAL H'IIXiANT ® MSTAuwnoR o9mWG uvaRWCR! ""` rroa y Ins i m pa* � Vrpa r..uals_ Y6 rr z+az— _.«SPr r....rn rr MIN SwPTARY SERNCE RIYR ® (GREATER MAN )6 OFFPJ olumec ofnMnp! w 3002 ®If NPE RFD ® M PIXF $qls wmsc ovwnlaNr "`r ` 2201 emirs r._.. Wr. s...r f TYRLK f� WA1ER SEgNCE YDWIIrFn! w lea 4�Ra NEW x s� mIf $iANDwA YNL10.E woutac COaW➢pr "` a 31Ot axir"�ax .sr x�v �s�w r•��M. ara•1��rw� max••'.. W ® &w RCP pP LNOrfLreC CEvartludl "` 2202 mr^ r s 8 Msroa r aus rar. 01f 1YPN%K Gm VALVE ® AHD BO% WSTRW110N nO1QA6 [OMIKM w � ICC6 Or ® I PPE BEDOaFG PoR P.V.C. PPE DaolaRec uPARWoe w� zzat NAUNAN 1 $IOC1 Y WATE d / srMu SEWER ® CROSSITO 0apm.e om.RIWNr "` 2204 Reno=.-E � I i t SECTION A -A NRB C4TRUcn AT CAip1 BA9N W ®xnupi 31M > ���ar ma •WwA. w v.W mrs ..a/ 1wNrSMOO.�a m.� Wpm ®9 MW ma �. T1'PICK STREET PAH W ® AT uN\10.15 OR GATE VALTE$ (BNMNQI$) Dams[ vsaWN, ` 52028 PIONEEReneng 242 EWup.ia P,c wocanm (651)WI-191A Nvtlpm H ,i . AAT 55120 Faa: W I IABB wv} ngmm W� y •, �r_IJiYYG.Y_L1Y. 5 Ru0 �f I INAMAl1pN CfTA# [Ma[Onac [m.A1WTi —` 2205 4 b 3 " _ } L r Ire cut EMCAL cum ® AM GUTTER OomfC fEVYtlatart 520J PLAN u wlsw.w �.r4M ... �...r SECT, N 4d Mir 7 - -- uTCH BAS ® Y . S BECTNiL1M1M Dvmsc [VunpT �"` ]101 f. ur rr r am u. nw.sr — ® I Mir RAREO ENO YCRON ..I-- 3,w ® I RAdUs� 0amsa owe.tx 52pA gory .arr�a>-a� a.nww awl w rw•6. �. naibsy w � �n 8C➢tM mif TYPICAL ! MAUETER CATCH BASH MAN p;.mMG Wa T ­ 3102 Ppp OUTLET ® CMTRR STRUCTURE Tomsm avxna[,R — 3109 mt 9a� b m v..Asar/s L'n STANOARB 0.1-CE-SAC a Yv a o.l CA�' xl�mfona m T.+I 0jf rTPrx nA-a-sAc ® O.OmWa ®.AIIM "'� 5205 s�a�JouELT�ILwJ emu CATOI BASN 27- N/ETEA �oWa.+mlrx IroNerc Irsua 3103 rsYsua �Y•M .raR TYPICAL Y® Slld£T RCEC L SFCTpa u..w...w _ya !!R»G ttPWlap, 5200 �1 r�r Y •.�. r nc a -1H=A !p8 as �is.s.�.rf 1 Oc • ow os••ra ®If STREET INTERSicTON ® CWCREIE VN1ET N1TER pa¢wc oEP.ma[Ilr 5206 f I C ® BASN MAN TN SUMu. WTI SP —.�amw OAimNa ofn.AiuExr M` 310A \\\\\\\\\\\\\\\\\\C STREET PATC AGµB1UNN 1 w e 0amam Cdx(I101, 5202A RESDENTIY BINWINS pOVEWAr ENTRATROUT CUR WIH ANB WTWIIi NIt85 OamsC IIFy=lapl. ` 5209 R6Et aIPRST 1�11�R1� ,NOnI CgICRETE ,®aNN SIOENALI( oomsc owam,o0 "�` 52,A w rrV awawrw�s.w, ma_wr�.arw �.N�A .ra F. s. � w+e aW, ✓..i raN O, www wi W. - aw ae �� iTPICA ® BARRICACE s DOS ��,^ 52As PION_ EEReqi_„g 2YI2 ENcpiz (651)T-191a AbtlaYl g2 ,4 55120 5a'6R19Ni wa_pvmagsm 0.w �N J tl.wYtyxs 's'a'e8 m.foc flEVA„" mIF .ari PEDESifMAN NRB RAMP - eraAVNc onnnlwr "'" 5215 �R NWY wYP WYP CbYIECnON CETAR EDIO WTR P(AITRp e,w 6-1W M- ip4y Ym1 ipW in,Y Sm a.gsYm Sqi arms eEA wu MIN AND A MUT AND ® BARK RAMC INSTAWnW - oomms o[P.,muurt 5217 �2a 01R I ucNnuc l � vaE ouv,N,c omrm,a,R s2w ry o...a z_ ar A,o_r r.saw lfu x ,6 MEI ` all STANDARD SERVCE nE RD NrsA,m¢[Esunupn —` 5221 'l a w __ 1. 7--:-- WIN uQ nNG ® DET AS Y R� BASE C ONi41N5 oEn.AnuN "" s2u - W IiaY iwc p .v awu'tN A W DACE �•wn�w= DAi>DN,C vePARnar •," 5232 r. v_ Nsa mc� 3 3j. .... MIN STREET Ul T SERVICE CARNET v -Ns __ . DIiQAaA: oavrRn,olr "" 5242 Eeu.YeYa, - m,.Ne. SERV CARNET M1» ® fWWAnW .. -Oe oaame,c ovaxNCN1 " 52A3 � N 1ORS„ 110< Fflf WRSDtT: II t NORTH BAY 10 e y ) \ x _ • � OUTLOT D Sa 3, s 33 x s ». 33 \ ....,. 3 a zs n 24 a ID 2 y 0 . m 12 13 14 13 16 17 19 19 1 ems •nx i �ile,U sle a9 le a4le]ele 6ele5 p SETBACKS SHORFSAND ZONING RLM ZONING Fnn@ Ft - Garege' -,I on m R-0-W =25 Garege fouM@ion m R-0 W =25 Home fouMation m A-0-W =25 Tiouu (omtlaum m R-O-W =25 Side =T-Gw ge 10!-BuiMnig side =5-6x W-Bui)dm8 R'a -2S Re4r--2S Mi. Arta Min Arta: La Area =15,"SF Lot Arta 9.0m SF I.o[W.kk- Tat WHIR La WMM SU@Fm SMb.e La Width �5'@F, S@back Mu I pery Cov@nge=25% Max T,nperviom Coverage=35% PI8NEEReneneeTing 24 6.cpi: UiM� u�o. m 1651)641-1914 Mvtloo BOgH.,aW 55120 Fac Gal-9a® ® ID11 Reer6�uva OUTLOT C .w LAKE RILEY DNR 10-2P OHW 865.3 WETLAND MANAGEMENT 4yE CLASS "IMPROVE"� ® �d -a 3 ftft Aft :h7�:Ii w\\\ • f \ 9 C AN 4 OUTLOT A 1 � OUTLOT H 1 4 2. e� \11� ®oov ELgN DY SoeaAtx � —4i s 3 e e�irsl 4 3 a ) a —WETLAND BUFFER -WETLAND BUFFER SETBACK o -WETLAND CONSERVATION SIGN s9tsRann C ota\[ SUBDIYLSION DATA SUMMARY TOTAL GROSS AREA 50.48 ACRES TOTAL NUMBER OF LOTS: 66 GROSS DENSITY: 1.30/ UNITS/ACRE TOTAL PARK AREA 4.93 ACRES (OUTLOT B) TOTAL PUBLIC ROW AREA 6.86 ACRES TOTAL WETLAND AREA 10.40 ACRES (DNR WETLAND 10-213W) TOTAL NET AREA 28.N ACRES (GROSS -PARK -ROW -WETLAND) NET DENSITY: 2.32 UNHS/ACRE o s9 iao zoo GRAPHIC SCATS IN FERT 11@IIA1F41EDVG EXISTING PROPOSED MUTE DESCRIPTION • • SANITARY MANHOLE EXISTING SANITARY SEWER —) N— PROPOSED SANITARY SEWER > FUTURE SANITARY SEWER HYDRANT N N GATE VALVE H ► REDUCER - --'- EXISTING WATERMAIN —I I PROPOSED WATERMAIN —I—]— FUTURE WATERMAIN ■ ■ CATCH BA9N • • e BEEHIVE • • STORM MANHOLE -' ► ► FLARED END SECTION 'A • • CONTROL STURCTURE `>— EXISTING STORM SEWER PROPOSED STORM SEWER —»—»— FUTURE STORM SEWER SURMOUNTABLE CURB & GUTTER B-STYLE CURB & GUTTER RIBBON CURB & GUTTER - — — IOU• — — PHASE LINE -- - - - - EASEMENT ENE ---�*T--- "STING 2' CONTOUR LINE --"-'•--- ENSRNG 10' CONTOUR ENE PROPOSED 2' CONTOUR ONE PROPOSED 10' CONTOUR LINE POND OUTLET UNE POND HCH WATER UNE !�l PROPOSED SPOT ELEVATION •► `� •► EMERGENCY OVERFLOW DELINEATED WETLAND UNE —' FEMA FLOOOPLAIN BOUNDARY ' ............... • STANDARD EROSION CONTROL HEAVY-DUTY EROSION CDNTRGE ' TREE FENCE RETNNING WALL 0 CONSERVATION AREA SGN W WETLAND BUFFER SIGN -' EX CULVERT - ? EX OVERHEAD UTIUTY ONES — EX. UNDERGROUND TELEVISION UNE — IX UNDERGROUND TELEPHONE UNE --= EX UNDERGROUND FIBER OPTIC UNE ---' --- EX. UNDERGROUND ELECTRIC UNE -` - - EX. UNDERGROUND GAS LINE -- -- -- EX FENCE (BARBED WIRE) -- --- EX. FENCE (CHAIN LINK) _ -- IX FENCE (WOOD) �' IX CAST IRON MONUMENT • IX ELECTRIC BOX "- Ex. FLAG POE • EX. NATURAL GAS METER EX HAND HALE • EX FOUND IRON PPE EX JUDICIAL LAND MARK °- EX LIGHT POLE IX WNAd -•- EX UTILITY POLE • EX LAWN SPRINKLER VALVE P IX LAWN SPRINKLER HEAD EX SEMARIORE E EX SERVICE • EX. TELEPHONE BOX • IX TEST NOTE IS IX TELEVI90N BOX • EX WATER WELL IX MONITORING WELL P IX MAILBOX W EX CONTROL PDNT EX SPIKE IX SIGN $ IX CIEANOUT IX SIGNIFICANT TREE EX TREE LINE EX GRAVEL. SURFACE (E== 1 EX BITUMI)US SURFACE EX CONCRETE SURFACE I`^ TCP OF SELECT BACKFL_ MATERIAL GRAVEL CONST. ENTRANCE PI$NEMe oneving 2( FMPixDri- 1651)NII-19�4 My bullo[Nn. A4R 55120 F+a: 6Y 1.9488 -v-.piwvnvW.�m :- Y._ \ H. Took A IND rl Ik=�=EEC! �i yE� Y:'116TU • 3 'aU sy MEN" ;J� YhG1�• B■NOIc j E=IE-1 L■= •ej �141�� a � pa•eJl� } _.■B711k 0' k1l 5 Y r` P B B � U ti I I \ 1J ON `WATER OUAUTY BASIN 100 ' i xWIL=eTT.00 DNR-10-213W HFIL-873.72 MANAGE 2 WEILAW J BOTTOM-WI-00 p' BUFFER WET VOL-2.OBAACFT 30' SETBACK TO BUFFER SRTRAGE VOL=1.891AOT OUTLET=853.50 AREA OF ORANALE-13.74BAC % AREA MWL-0.6/6AC - I OF - NUIER x - 1. CONTRACTOR RESPONSIBLE FOR MAINTAINING EROSION D AND SEDIMENT CONTROL MEASURES FOUND ON SUTTEE G4 AND CIRTTAINFD IN THE SWPPP FOR T'IOS PROJECT. ` I 2. 'DID]','DIM',ITC. INDICATES FUTURE LOT NUMBERS, FOR 2tK11E'B\ANO BUFFER I REFERENCE ONLY. OUTLOT A I SEMCICS SETBACK TO IERNOIMFER SHORE AND ZONING REM ZONING FmN: FmN: Garage [olmdMion m R PW =25 Garage fomdaMov to R � Haue (oundatvn m R-0�W =25 Flols imadation m R-6W =7 Sei,, =5'Gange lO-B iw Side =;T-G age IU-BWddi, Rea=25' R -25' M'ot Arta Lymm Blvd. I' } LotA=IS,ODOSF Min Area Id Widlh Eat Area 9,000 SF LcIt Wi kII -W @ FION SKb k Mal WKW' ' Max lmpervam Coverage=25% Eat Width �5'@Fmnt Sclba. i. lawes[ Operong 1.S abovX Max Impervious Coverage=35 m ACLESS PART linagm y OwAbw (E.O.F/ Low c Opening IS' aAmx Overlbw (EO F) • } \ I / IN _ -'<:' • f Try - --s /� E o� GRAPIDC SCALE IN FEET �-i j I H 1 , f 3zi a ! 1 1 e �r ,a WIN Asa p A- ILF� 1' PIONEERenenwring `--WATER QUAUTY BASIN 100 NWL-87I.00 DNR-10-213W HNI.=873.72 MANAGE 2 MEILAND BOTTON-WI.Go 20' WHTR WET VGL-268MCR Wr SETBACK M BUFFTR TO SRAGE vOL==A6T WTET-863M AREA OF DRAINAGE=I3IIMAC AREA NMI.=0.WAC ' iff47 1 CW9:RVATIM 9GN \--{BADE 1E11PORMY DRAINAGE SWAL AT O.O.i GRADE I2 ff . SEED AND ONE WIN M' q0E WOOD EROSION CONTROL MANKET (CAT. ♦). NOTE 1. CONTRACFOR RESPONSMI F FOR MAINTANNG EROSION AND SEDIMENT CONTROL NEASDRES FOUND ON SHEET' 64 AND CONTAINED N THE SWPPP FOR THLS PROJECF. 2 'DI01','D102', ETC INDICATES FUTURE LOTNONBERS,FOR REFERENCE ONLY. SMACILS SHORTHAND ZONING RLM ZONNG Fmm: F w : Garage fowdation to RAW =25 Gauge fan —n m R-O-W =15 Howe (uwdarton m R-0 W =25 Flotee foudativn m R4w =25 Side =S-Gu 10'-RUMl Side =5'-G ge IO-B.]dW Re --25' Rear-25' AEn Arts: Lrmm BWd. r Ld A=15.000 SF AEn Aa I.or Wdh W Am --9,000 SF I.ot Width =9O @ Fme Subank Lot Width: 0 n I Max Imperviow Covcmye_25% W Width =6S @ Fm Sab k Low Opening I Yabove Mix ImperWom Covmge=35% GRAPHIC SCALE p FEET F '6Mr wertbw (E.o.F) Low a Opening is above EmmBener Overtbw (E.OF) .wo-xTm,ac: nm�uwwn: v. y iaft,R 4iw (01)M1-MI4 Nmdoc lloyJn.MN 53120 � -N19Y •"P®miM..s NOTE 1—COHIRACfORRESPOHSHOF FOR MAUrrANm FAOSIGH AND SEDD•4Nf CONTROL MEASURES FOUND ON SBEET G4 AND CONTAINED IN THE SWPPP FOR TBLS PROJECT. Z -D 101%-D IW-,ETC. INDICATES FUTURE LOT NUMBERS, FOR - REFERENCE ONLY. SETBACKS - SHORELANDZONING RLM ZONING FmR Fmrt: _ cd r" 1. Hog founoundaion mROW=25 G.W i,o iionm R-0-W=25 •. _ _ -_ ' Houu fouNation loROW=25 Houu muNation loROW =25 PY 212 ,� "�.• -- � -�, —_ Sidc=S'Gamge l0-Building Sidc=S'Garagc l0-BuiB'vg Re�1-_25' Rear-25• Ming ' Lyman Bhd.�I'- La A =15,000 SF Min-1'- %/ La Width: Lot Arta d1.000 SF Ld Width=90'@Fra[SdCack Lni Wirth - - _ - - " - -! .. ���•... AUx ]m,ervious Come -25% Lm With �T @ F.1 Sdt k Lnw lsahoee Mas In OpnunE Oe nmg Co•e1ag=35% J - - Ermguay (hcdbw (EOF) Lowm Opening 1.5' about- Enu,'.,or<rtk,..(E.OF) - '--WATER QIlAUTY BASiN rclvaL=4- --$Mp EwL .TaaAdT —i /�. , ." 1 C D137 — <1 �udJiJ1F1F Dl u4 _��� `\ � I � /�� qti _�t? � fig_-"_ _ _ = �=920 _ ��/.�'�� ,��./ /• ;-� /'// `\ t � .'k� 'i�� m > I _ _��'���- ! / ••� _ ._/ .,, �, y'"' it - o �� —., o D924 /. / _ R — 9 /� •' •/ r� 4 // lb' SEFERATION a• U a .(t . D123 _ X. '` e as � • Y '�-.. 1,K E12'w _..._',. m 3a D7-25- - / D108 i 1 D 22 10 p N , a J n � 1 0E.O.F. Dlyg-. — — _ L. m OF .� 'AEr'YCl_�S93A B r': 112 r /�` _ r SIBRAGL >a / n � / t • it — 1 D ��` r r�9 -"REw of mAMat_z-c'. _ D : ; s m 7 D�7 47 in n IA 0 ano PISNEERengL%ming GRAPHIC SCT (651)a1-1911 AR wr1d� Rs41 GRADING PLAN 9ls wArtw�NNmul.k�•Aeo REFLEC-nONS AT[.AKE RILEY I ST ADDN. G3 �F T "'- -® r.rr. rr r.arlr® i4RIH au pk w-u nuHxAssEr. nma TA td� FL WAYZATA k@MESOTA 55391 O AI I pmr Fqa� LEGEND 6 CATCH BASIN INLET PROTECTION TO BE INSTA11.ED AFTER 1ST UFT OF BIMMINOUS. 2 CATCH BASIN INLET PROTECTION TO BE INSTALLED WITH CATCH BASIN GRAZE tl1 1 � .............. i INSSAATLL BEFORESTART OF GRADING HEAVY DUTY EROSION Cim R FENCE INSATLL BEFORE START OF GRADING 6MWilN SECONDARY EROSION CONTROL FENCE. TO BE IWFT MI HOURS AFTER CpAPIETON OF GRADING. SECONDARY EROSION CONTROL FENCE TO RE INSTALLED AFTER COMPLETION OF SIDEWAIY CONSTRUCTION. MNDOT CAT 3 EROSION CONTROL BLANKET. INSTALL WITHIN T OATS OF GRADING COMPLETON OR BEFORE 1ST RAINFALL EVENT MICHE4 IS FIST MNDOT CAT 4 WOOD FIBER HV S EROSION CONTROL B KET. INSTALL WMN T DAYS OF GRADING COMPLETION , OR BEFORE 1ST RAINFALL EVENT WHICHEVER M FIRST- ROCK CONSTRUCTGN ENTRANCE `i INSATLL BEFORE START OF 4RADNG ; `; �:,.....'•_` .-� STRAW BIG kcl 5 INSTALL WTHIN ] OATS OF GRADING COMPLETON OR BEFORE 1ST RAINFALL EVENT NNICHEVER IS FIRST ROCK BERM INSTAU WTMN ] DAYS OF GRADING COMPLETION , OR BEFORE 1ST RAINFALL EVENT WIICHEVER M FRST Q _ ®Z TEMPORARY SEDIMENTATION BASIN W/WTLET i Q DO NOT DISTURB AREAS ---� TEMPORARY DRAINAGE SWINE Z �A TEMPDRARY POND GUTLET Z r PI8NEERenonee7i„g 2J]2 Frvapi:Once � m (65I)69I-191K Mevmb l 10g MN 55120 9".. mv�n.mm GRAP®C SCAEB IN PLUM SILT �® FENOE NvimG 9rY.%IrcHr �" 5}Dp 1w� Wrf XT 80% $ETIMENT MR mmsp NnuwpT "` -J 9 N RISER TO STORAGE ._1 I�If otm�1 ant w.EVEN DT01 [ O!/ DID® (MTCN CIYO( wM NATRE TIED RISER _890.0 ----- EMERGENCY SP"= CREST }' YN. PIPE DEPTH O 1z MN. SLOPE TEJ PVC PRINOP&L SP0 WAY PIPE TEMPORARY POND CIU PT-1 (TYPICAL SECTION NOT TO SCALE) PI8NEERmong 2622 Em.vVis On- une.n.re (651)64I-1916 A4 LLip HdgNs, mN 55120 6%I-9aR8 -P�Yrom W TIET PROTECTION IF REWIRED GRAVEL PERMANENT POOL SEDIMENT STORAGE SEDYEttf TPM ssure�s.em armema wmuuffi _ MODELNCG23 i ®u'[ usaRu[w rmfin[ ✓v ud s ewe. mif CP -DARN YpYENT 1PM ..tax_o�_ wv.maw 11Pu1wMr "'�" 5}02A 1EY Z'R2.5 SE ACIS$ CREN�T AC Nr+.maw NnuN[Yr ` SJOb DIAMETER HOLES N RISER TO AIER SEDIMENT STORAGE. TTED PoSER ----- EMERGENCY SPILLWAY CREST }' MIN. PN I. MIN.'DEP=TH TOP.eJJ. O ORIFICE "m-/ PVC PRNCIPAL� IF REWIRED SPLLWAY PIPE 2.3 C BASIN TEMPORARY POND OUT. ET-100 (TYPICAL SECTION NOT TO SCALE) s.wf LAU9ol mrm¢ RM itlf W.WY WR II Sb YMW berb.stl sy.4. m(Q fA05NN CON1N0. FOR MIMWAI LO1S (1YP.) - NvmNN ovullpr '�` 5502E 10 i ✓�N W.f $CO RACEYFNT ® ooms5 otsml[1rt ` SDtU EAOSIW CQI1RO- RAN FOR INEI W& LOTS NT SWAT£ DRAINAGE mn \ \ z \ tm a oA.w.a SWAM II � III y � f ••- t'iltOSICH C0111RC1 EOIt ® NDINWAL LOT wIN $MAtE MtNNAIi ® domes omu0[Ar `SJOZD I a I r PROJECT NAME woccr ZSt>o.P.. w 19r WiWC rAYLr Ics9Nrw RMYRM wxiowe- w�i NA® mnAcr- NuuwR NNArIm mamlco xoua-Yot+w s• vrwAr sou .Manl¢eH w_mer.u:nw .cm�n, YL N611ACIM FHw/NR6 m1w DEKLOPYEHT MED CN - Oomsc VPw�Ydr ` ST13 S IN RISER TO STORAGE. RISER S MIN. PIPE DEPTH 0 1% MN. SLOPE 101' _ rn - ORIFICE p ,—/ PVC PRNCIPAL- IF REWIRED SPILLWAY PIPE TEMPORARY POND OUTFf-2 (TYPICAL SECTION NOT TO SCALE) EMERGENCY S WAY CREST J TER GRAVEL mIf FIMED fHl SF➢IYFHT TRAP ROD( WEIR/WATTLE R Or,mwc ovuuorr SX12E DIAMETER HOLES IN RISER TO ATER SEDMENT STORAGE. TTED RISER V�89t.0 EMERGENCY SPILLWAY CREST 0 MIN. PIPE DEEM \ 61* ORFlCE PUTEJ PVC PRINCIPALS E REWIRED SDILLWAY PIPE WTET PROTECTION TEMPORARY POND OUT[ ET-200 IF REWIRED (TYPICAL SECTION NOT TO SCALE) TYPICAL POND SECTION IV INSTALL MHDOT MTJM MY 2 ERMON CWTRn BLANKET I LJIAVS W QTOI SLOPES M BERM 6s' IV 1CGSGL IX/1WC 01AQ: ALxs ].K PRCPQiD MEHFD TRACE �EAs1wc aAADE 9LEcT M«ruLSN W JUDEANfREEwvATNN wTflllu CT MIXf111 �SiIi o,t AA ENu cauvACTED BAIXRL MN -SECT NN-SECT BAIXPL w1ENAl MO(ELL YATENu y. cOYPAETEO 80kW CAPACIFO BAORLL A Rtl BOTW W TABI .] SUBGRADE CORRECTION DETAIL NO SCALE PIONEEReneneering 75' SINGLE FAMILY LOTS HOLD DOWN AND SETBACKS BASEMENT W AGE M UTILITY EASEMENT LOWEST OPENING - ELEVATION LOWEST ROOR- EIEVATION PRWND ELEVATION O BUILDING RECOMMENDED - GARAGE SIDE FINISHED ELEVATION O LOT CORNER I L � I I I G 9 T.D I I I STREET LOT MFORMAR (TWICAL SECTION NOT TO SCALE) BLOGE NO. LOT NO. 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WI INMONN W IIE11.W05 WL9I0 31CH HT AOWRY WILT ro M YERNO. D. a N S 1. MEN Da" OOt MST C(Il $ laol m NYECT TE 'D6MCMN 9E QIW EYRT 01' Mn IXgN' A as IN 2.W M IIIM z. NQI'6 N1EA A RNfME EMJ'I W QEAIFA MM 05 NQ6 N N 1. Sa RRHm (,t M5r NA RFR4fD N . as NO . and: PR ", MPLa, RFQEElIFN15 (M1E IMJE .E1.1mIf.TICN WT IEQEE A YCPE PEQIFNT NAAVK W M9£Clldl) E mU110r P'ENNIERH YMl .vae 1. 9)LD'atSE MAT m IHQtO W PER YA.0 AEQEmEl1'S 2 HATMDQ5 Ma vat S MST fE SIVED AID 000,050) W PR MP.CA'EQAATEA6 1 ETEIOHN WA9NC W CQ6TNElIM WMOFS MST BE Lau"En To A DEFIED AIEA W w 91E R1IWF OUST W QN'MEII M WAM FAWDEY E@® W. M ELIWE IEOEASIK 6.WDIED W 92 RE -SPREAD SETBACKS 95' Wde ShIgk FMnily Lots Fu Garage foundation M ROW =25 Boole foundation M R- W =25 Sid, =5-1'isage la-Bdim,q R a =2S ALn Arts f a Arta A,00D SF w Width: Lot Width =85' M. Building CoveF -35% 25%in SID"LAd SETBACKS 65W,d, ShNk FamilyLas FrWW Garage foundation to ROW -25 Home folndaton to ROW =25 Side=S-GN9ge la-Buildnlg Rea,--2S Min Arta: In, ATu A.000 SF WWKW M. BdIWM Cvaa e=35% 25%in Sko.lard Ov day zaZ2 ErnanIIPioe �>mmm 13s11M1R1-191a ibaEumUAa Ae Aaa w 55120 R'p'rIy 1� M .�"E. a,aryl q. ycamI avvr.�mg,i® �Aa h.n JY $aae�m Rq• GRADING DETAILS 935PA]-EWA5 TABON MD REFLECnONS AT LAKE RILEY 1 ST ADDN. I G7 of 7 CRAN11A55FN.I.IRMESOTA 1 KEY COMMON NAME SCIENTIFIC NAME ROOT QUANTITY SPECIAL INSTRUCTIONS DWTSTDRY TREES HB HACKSUM TIS OCODENTALIS E5 BAB 3 NM NORTHNOODS MAPLE ACER RUBRLN WDR711AOOD5 2.57 EIM 4 NB RIVER BINCN NIGRA lERITACi CUBa ltl Bm 2 RO RFD OAK/DIIERCUS RUBRA —ySr BAB fi SL SENTRY UNDENITLIA AMERCANA'SFNIRY 257 BIB 2 SM SENNA GLEN MAPLE ACER EREDOM X HENNA GLEN 25* BAB 7 EVERGREEN TREES BS BLACK KLS SPRUCE GLAUCA DFNSATA 7 BA8 1 8 7 AVERAGE /E1RIT, V MNABN ORNAMENTAL TREES JTL IAPANESE TREE LAAC RERCUATA SINGLE-5 I5' BAB 8 PEC PRANURRE CRAB ALUS 7RANFAC 25r BAB 1 SR: 91GAR TYLE CRAB ^SUGAR TYW 25 BAB 8 TREES ON PRIVATE LOTS TO BE PLANTED AFTER HOMES ARE BUILT. CITY PARK TO BE DESIGNED AND CONSTRUCTED BY OTHERS CONIFERS TO BE A MINIMUM OF 6' IN HEIGHT WITH AN AVERAGE OF 7'. FRONT YARD DECIDUOUS TREES MUST BE A MINIMUM OF 2.5'. ALL OTHER DECIDUOUS TREES TO BE MINIMUM 1.5' WITH AN AVERAGE OF 2.5' REQUIRED NUMBER OF TREES: 248 (SEE TREE PRESERVATION PLAN FOR CALCULATIONS) FIRST ADDITION PROPOSED TREES: 49 TREES REMAINING TO BE PLANTED ON FUTURE ADDITIONS: 199 L---A ` % T T T !9 { \ O-A T.I .I LANDSCAPE NOTES pp �KK R[�p pR .�N o.u�uf�.w oM�-maKla w0�i4�pnR m..e•..w a. m...Knn.p.�paN,pK.o pn..sp R.iwln W •.O f®�� y O.. n.®N K Wv'H[ m�unp n6i d.vrR - M I�OL'w[ m�ncM aw. PwQ . �i. dpwR p Z rtM a( n2 an.van. P p 0.wf um..at alnwK xVl H .op LLo� T a.onFnnym� .o uf4+rt 0sC11 - K u0p2 W,n¢. ®'4 M Yai A f2c1.n.IwR ro� .R ®6 u6.6.[M' aIYR Pip /O cu.Y Q.. ®vwn R.m M..p p Nw6 9w p K w /W K..a 9i p .[,Iwf1/e K •..p 9s p K R.. 4 u4.a®¢ Mf00.0 0�..0 M..w MurpA'M m�m.[N Na.K dwVvnWi WpK i miWKap Ow 4or.¢WK Cn®nK.wi OP.Ott �a-K4@K W.K4 Y..®wqp� u.ulo Yw.uR6v ..Y..m .awwr macce.o.m a.w.e. pp Kac CwM F Oa.a,.Wi.s wll H v.,® .. K p.w.nnS IPoR. sww --�'m.wt'ip f.4 Z Ooa[.p m.l.i ..N u wpa[ m6 m.Y6 w0 T.ns -9ou¢p.. p9/n6 p.rz ui.. /Yam MDDDL.IVD ARED`_\\ _PION_ EERengi»eeri_,g 24M Ed .hi'u.as ua+umm (651)NI 1914 naeoe lwpn.6w ss�:a Eai-6el�uea ray.pi.emrycm� DECIDUOUS TREE PLANTING DETAIL w gym® CONIFEROUS TIMES PLANTING DUAL ..om. wwa " cane w.was wa aw.u.o vc apmar pMvim.® ap= a� o w GRAPtlIC SCALE IN FEET v�wjapq�►�i t � ■R�_'rrl' 1 pia- y9 it - •.:tee 4 ram! -sue Gross project area: 50.8 acres - TREE CANOPY �'' Wetland Area: 10.3 acres Dedicated Park area: 4.8acres ® TREE CANOPY WITHIN DEDICATED PARK OR WETLAND AREA Net area: 35.7 acres TREE CANOPY TO BE REMOVED Gross Can Area: 12.4 acres Canopy within Park/wetland area: 5.4 acres Net Canopy Area: 7 acres m I Baseline Canopy Coverage: 19.6% I y ) W Canopy to be saved: 3.4 acres cy -_ Canopy to be removed: 3.6 acres x 1.2 (city multiplier/penalty for falling under required canopy)=4.3 acres 5. Net Cana Area after radio and 1.2 penalty): PY grading ( P Ity): 2.7 acres i Minimum Canopy Coverage Requirement: 25% of net project area of 35.7 = 8.9 acres PY g q P J Credited remaining existing Canopy of 2.7 acres Required additional Canopy Coverage to be mitigated: 6.2 acres (270,072 sf) Each additional tree =1,089 sf Additional trees required to meet Canopy Coverage Requirement: 248 See landscape plan for proposed tree locations and plant schedule WETLAND GRAPHIC SCALE M rEEr TREE PRESERVATION PLAN sssswrLEMAEvRARnPwrr LAKEVMW FAY TA.L@!NF_SOT'A 55PI CRANIIAStiFN. �TA zaz2 Etie`pix give (6311361-19�a I ibl LMmdoviF6yJb. W1551L1 � �., Yis L1VA T740 , !- a�741 45 Iap�1 7 ' 7383 7592 . EROSION C TREE PROl IN 7367 7366 7365 7356 i ,7 \ 73 I. .6 731 v 73 73: BDB w - 1 1 ITION w • \ \ r PTR. NEE/ "aof 1, ,iO5 \ 7 6 .T AD MdN ,7 -2°YJ2 0 315/ y731 • 7 - 7307 I I of/ I d41 1 I 0 1 O I C 1 r I O I s WETLAND OSION CONTROL FENCE/ —NEE PROTECTION FENCE 7�7a'7g3}d5. - Ol• 70-5 A200 t 09 -• - 7308 i -e961' _ _ \ t�l t47571 01, 73 73 .7703 7306 72 729977 _, \ • p- " y75! }3 298 7116 2 ub., Mndot FlegFu, AtA 551]D � �.� ® IDp Aav Frtsav 7026 i ` } '`, 7206 il - •7297 77178 7179 7296 7122 l \`:` \ • 287 _ -- - "zwa- zi>a J 7zs31 •. ` aar�._; 1\ TREES IN FUTURE PARK 7vs ^1 " AND WETLAND AREA 42 s _ _ zoo ( - ,' 1' \•� '0----:`,�,. ED BUT NOT INVENTORI E TREE PROTECTION FENCE DEPAIL I mALIE .E I .V 9LT f USED woDT .1DeE AS MEE M07CMN f NU TREE PRESERVATION NOTES DFiRF WD QFMM' BE05 CmINACTm 9W➢ YEFI .M 111E CpI9RTN11 M 91E ro RENEM NL PpIX M sSF K. RES, nCCEss RUI1E5, Tgiµ£ NtEAS, NpMU NNTECMN YG91REs No Rl 91M➢ DF %A[FD IGVL51 DE 1MMl. m TE IIDD1 CIIDNIL 41 '/nM TIE 01m lrE AEA 6 µT TIFF$ T ..T ME ro K v1ffD NO IRIbW. MmtlM. m RAmEllf M EfY.IFlETIT 5 NLDtD M 1NE 1RFE YROIECiYJI AKA rf/d( A16111UED �lNl 1XE IRFE YMIECMlI MFA 9E4D E CbE BY NA9 MD IIIEFII lIE SUPERN9J1 6 M COL4l1M: AIBg61. fPoME Of ON! IIEES Yl$T IqT TYE RAQ fA01 Y$ IS 10 JAY IS ro NEMl11 8E SiRfAD 6 Ml'lT PYAY I AaNE1EID M oA( IKES DCfJP .W VIWOEIMEEx MPoL M AI ,, . Nm-10AC T91M OEmNI WSi BE AaWEo w WAR Y. (E%GVA1P5 Y T HAW A Nm-1mY' 1KF TIDIAO mESiNG YM MEN m OET4LCPUEVT 9T S). TREE PROTECTION DEPAQ. m,e L'YE AZ__— �K g SEE SHEET T4 FOR TREE INVENTORY LIST _ l .,, \ I 7214:'8 - [_Z108--_ ��28067'? • i 0 1. 72 1 7170 7'1 'ey'--- ram_ 95��y 1• 727 7:�7 z �C�.N 7169 7215 7722 ___�� SZ--_� \ 1\ - •R \�. �• 22 — '72847 , 7 \�1 217 4245 133 7167 71�7 7\�165 44 TREES IN P i SANITARY PIPE TO BE REMOVED \ .:. 4160 \ PARK c.� _ ;;;.-� - / r7s ('� �3 71 s iao y 7240•`1�7 7239 T i i • • I 722> g4Y 723t/ 723 of \ 7 9 154 o zs so IN GR WC SCAIE a PEEP IIm:1 UNNAR �•Y���R•Iy N: ID•® Ds 1311 r9im NFe>✓r•1 TRPRESERVATION PLAN s3SWAn TAeolntvAADc L'4KEVIEK' EE T2 a: 4 r.wr r.anr ow. w. NmT D� mw WAY]AiA. �A 55391 C11.ANMSSF]l. AtIIi1@SOTA llIIDII IS11 k8O1N3AN1 3381 WJ Vi 133HS 33S S-11V130 N01103108d 33W aOJ ZI 133HS 33S 30N33 N0003108d /3ON33 1081NOO NO CINV111M w9wir-THE fL 9 91, f IF F F] ozigs NW' -4h`il U5) --dou3 atz 61 -1 .2uuddu� oil J.-V LU 1-1 F;Cif , mi a 67n Bo.e&, 10.10 6/38 BoaNtl¢r lz s]39 Boaekn 1410 67a0 Am 1B 641 en,Neer am 67Q Bo.elen -- 11 stay C en /rA mir3 1e.1a 6746 Gem AA 1614.1e.. 6n0 _._.. teem RA 16,16,6.13 -_. 6E3 GreenAA 11, -_ 6A3._. Greco AA m 67SS 4een AA 12 GM Greco AA 12 67% a. 12 6159 Red Cetlar B 25' G%I ReECeda -. _ _fi is 6>A Goen AA _ 1Ji y1 - b1A Bp,elLn Id —_.m—_.-- 7811 LM Maeldn y2 ao.elaer -.io IS __ Bo.eker n - BoaNdn um Blah Ue,ry 12,u Rea Cetlr 9 .... IS —._. Be.ewn- - m Bla AM1 Green Green AA m Boxekn 18 m..kn u Bweker 2kn .._ Elm 31 Green AA _ Green AA 1e.22 Elm v m.Nee. v Elm 11 Coii0nw 3 m cmomaoaa is Cnvonwod nI6 rem Is baeltler X.Mm Bo.eker 35 Bo.ekv 1S -. Boxekn 14,12m Boxelder - m Ba.Neer u _ -- Bo d r u eo Id Is Ba Id r Is _ EI IS,IB WWI., 13 BI.elde, IS -- Bo-lee, ss._... Boxeld r IS Bo.eka __ RBy.II Roxelde, _._.._ u.Ibu Betelee, mu -.-__ Bn.elder II Boxelder Is A61 _ BueMN 1. 7mz Bmeker - ss A63 &welder _ 16 lase Bmeme, u18 7a� eo,Nee, la 7Bru BO..laer ss ]066 Bmelder - - - u - A63 Booker - _ u 70A Bmeker 10 - A]S Bweb r - m An Bmeker 13 A73 BmeMer Is m7d 6raelde! IS M75 BoaNar m,10 x.]6 ewelder _ 16 Mn Bmekn is 7a7a amrekn ss TIA Bmxldv u T61 Buekn - _ Is .. 7C82 BmNan _._ u -. A8E Bmetaer u M85 Baerelan m 7GBB-- 7cG7 Tao Bwekn u ](61 BmNan u 7093 Bmeka se 7093 A9s BR.eider u _.. Tab Bo.Ndn A97 emleldn u TAB Bvokn _ 22 _ les _-__A5 . Bmeleer -- 1a >m0_ _ Brxelder -`-__ m 71m Bwelen ---. u - lem - 71]5 Bwektt 16 7176 WI kCherry _.. _ - u 71n BoxNee, 1A 71m B elder u MV3 Bmeke, IA $¢rare lean 7 emekn a Mon-$ignifiont 711Wa _ Boxelder 32 nm Booker I8 7A1 Boeltln 14 a les_�_ 7385 Brecon 3; 321a 7D7 Btweldn_ 10 Seeere lean 7389 BmeWn a Iean r 73m BmNdn a $e lean 735E _... Bmeln - _73v erwekn _ _321a u - 731A Banek u 731S MG Baveldn m 7ifl Bmekn Is Sxneln ISW mxekn u AD _ Bmekn •. m Tim emekn '. m GreenA , _ _. m T336 k9n :_ m n E A68 BoW ker u 2B67 m Nan mg _ m Nae. u IS- A59 8oelder Bo.eldn Is 'lean PIONEERmeneering 242E F.Mpix Bn.c �e�m (6sn 666191a Mmdou NNdn,6ff155110 5.: 691-9aBB ....c�ms..om Rea cot m Elm v _ Green Asb m Green AA 1;10 7336 Green AA 10 7337 Green AA 12 )33B eo.el&, 10,10 ._._ 73A __.l3ao Boxeke. la 0 Od M_. _ 12 Dead 7341 BOaaltle, u 4 IT 23E3_ _Rea Ceear 6 m 73A _ Red fetlar. 6 w -. 734s -- Rea Cetlar 3 12' Ins Retl Ceror a u' 2347 Red Cedar 3 IV ]31R Rea U" 3 m 7N9 Pneelder m20 _ 73W Boxelde, n_ - _ 7351 Green AA Is - -- >b2 CRtmmeaed- m _._ 7363 __ Green AN 12 73A Greco AA 16 t355 ... ___ Green AA 1s )ZG 6paelaer is 13 7W BoxNder m 7359 W.Neer 23fA Gmen AA 9 7361 736E 80xeleer 10.. MI GRen AA --Green 12 _. 1368 AA IS ._. TB _ fio,elde. la _ 7366 ,.. __A67 Bo.eke, 16 - Green Mh 1R,1R36u _.. 73® Boxe(er 14 . - Bnaelaer u 73A _ .7372 Elm 13 -- — Elm 10 73R Green AA :6,24,20 :7A Baswoed 12 - - . AA - _-. Green 0.A 10 _. 7375 Basswood 16,A,1a,14,12izlo 7376 Green AA b a's Grtm AA - 72 RA Green AA - 12 73m ReE Cedar 3 10' ins Greco 4A m _ 73s3 73m - --essamod 11 7M BurOak 13 7iM1 Bassrooa -.. Mlfija.14.12 11 -_ Ins Baemeee - -_ 73n ea.elae, ss T381 Bo lae _ 13 •. __-. ]3W Ba ld - 11 lean MS Bo Neer u lean 7331 __-T38t Basrood A BeaNder u 7AI Bed Cede 3 '.. -. 111' 7396 Greco AA u Iola _ - 7g 73 ]� - easalaaa an _ lam BaI.o _. aw MLL __ l Red Oak '. 16 _ >@ Rea oak 14 ... lam _ Bsss.00d _ _ 1a 1a Red Oak 22 Oeaa _ _Ms _. BiRemu[Mctory 12 ]iK Red Oak 13 _]!m Pee OaE 33 ]lll Pee Cedar 3- 7siz e0xeleer u 7av Boxeke. u ]ua evxelee, 13 _Ass C .elder lz 74l6 Bo.eld- 14 7417 Elm 12 7418 Bo:eleer _ 11 7419 Bo,elder __._. 12 7 2 Bcaeltler 10 _ ) l Bexeld, _ _ 16 - - 7422 M-lde, 10 REFLECTIONS AT LAKE RILEY 1ST ADDITION KNOW ALL MEN BY THESE PRESENTS: That Klingelhutz Development LLC, a Minnesota Limited Liability Company, fee owner, of the following described property situated in the County of Carver, State of Minnesota, to wit: All that part of Government Lot 2 and the Northwest Quarter of the Northeast Quarter of Section 24, Township 116, Range 23, Carver County, Minnesota, lying south of MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-17, according to the recorded plot thereof, said Carver County and lying northerly of the centerline of Lyman Boulevard per Doc. No. T90333 and 189939. Said centerline is described as follows: Beginning at the west quarter corner of said Section 24; thence South 89 degrees 08 minutes 52 seconds East, where the east —west quarter line bears South 89 degrees 47 minutes 54 seconds East, a distance of 2186.62 feet; thence easterly, a distance of 28.00 feet, along a tangential curve, concave to the north, having a radius of 800.00 feet and a central angle of 02 degrees 00 minutes 19 seconds; thence North 88 degrees 50 minutes 49 seconds East, a distance of 629.36 feet; thence easterly, a distance of 11.92 feet, along a tangential curve, concave to the south, having a radius of 800.00 feet and a central angle of 00 degrees 51 minutes 14 seconds; thence North 89 degrees 42 minutes 03 seconds East, a distance of 592.50 feet; thence northeasterly, a distance of 550.91 feet, along a tangential curve, concave to the northwest, having a radius of 450.00 feet and a central angle of 70 degrees 08 minutes 38 seconds; thence North 19 degrees 33 minutes 26 seconds East, a distance of 149.08 feet; thence northeasterly, easterly and southeasterly, a distance of 954.67 feet, along a tangential curve, concave to the south, having a radius of 510.00 feet and a central angle of 107 degrees 15 minutes 06 seconds and there terminating. Has caused the some to be surveyed and platted as REFLECTIONS AT LAKE RILEY 1ST ADDITION and does hereby donate and dedicate to the public for public use forever the public ways and the easements as shown on this plat for drainage and utility purposes only. In witness whereof said Klingelhutz Development Ile, a Minnesota Limited Liability Company has caused these presents to be signed by its proper officer this _ day of . 20. Klingelhutz Development Company CHANHASSEN, MINNESOTA This plat of REFLECTIONS AT LAKE RILEY 1ST ADDITION was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this day of , 20.and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2. All monuments will be set as day of 20 , specified by the City Council and as stated on this plat according to Minnesota Statutes Chapter 505. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA 8y Mayor By: Clerk COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of 20 B Y. John E. Freemyer Carver County Surveyor COUNTY AUDITOR/TREASURER, Carver County, Minnesota I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this day as of 20. STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 20, by as of Klingelhutz Development Company, a Minnesota Limited Liability Company, on behalf of said company. Notary Public, County, Minnesota My Commission Expires SURVEYOR'S CERTIFICATE Laurie Engelen, County Auditor/Treasurer M COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of REFLECTIONS AT LAKE RILEY 1ST ADDITION was filed this 20at o'clock M. as Document No. I hereby certify that I have surveyed and platted the property described on this plat as REFLECTIONS AT LAKE RILEY 1ST ADDITION, that this plat is a correct representation of the boundary survey; that all mathematical data and labels are Mark Lundgren, County Recorder correctly designated on the plat; that all monuments depicted on the plat have been or will be correctly set within one year as indicated on the plot; that all water boundaries and wet lands as defined in MS 505.01, Subd. 3, existing as of the date of this certification are shown and labeled on the plat; and that all public ways are shown and labeled on the plat. By: John C. Larson, Registered Land Surveyor Minnesota License No. 19828 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate by John C. Larson, Minnesota License No. 19828, was acknowledged before me this day of . 20. Notary Public, My Commission Expires County, Minnesota day of CITY OF CHANHASSEN RECEIVED JAN 2 8 2011 'SSEN PLWNING DEPT P18NEERengineering CI ENGA'EER.S LAND PLANNERS LAND SMWYORS LANDSC E ARCFRlECTS SHEET 1 OF 3 SHEETS REFLECTIONS AT LAKE RILEY 1ST ADDITION N I/l ;Ijg L)TI 1 j A Y( q J L)fl AIM iT Ni 1� . \LJ /�ULII I IVIV _ 60 i v 193.05 442.46 1 251' 25 1 _A 11 11 o f 1V.��1 1 C7 C- 1 j,``° 1 ss 11 1 1 s 1 �3 tA 1 25 2 U A u% �Zcn L N o I � < I I �A Lp 17� W -P I��` i�v O_ Is- I T v I /J V I �A - I c-) o I I I �s i I ` v s A 'J% I C� I I ` J � rJ a f J I I A\/ ')N If I V V 1\ I n Bj I � I N LJ a N00016'21 "W A nuu I Ivl V JUU I L 4O It. --1Ft%500�6 26„ �I CENTERLINE OF LYMAN BOULEVARD PER DOC. NO. T90333 AND 189939 Riot'.. F•' 33 33 I I I i R\ I\ z w i z zl I ~ O\J C� N mzj m I� J Z W I _J I I `LIJ IOC' COS �i n ob 00 (n I � ��100Ggg"y9 c" J DETAIL 'A' A00 R50.00 11 uo II / 1 / HIGHLAND COURT NOT TO SCALE DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: II 5� O I f5 O l�l -----1----J I I - - - - ----- BEING 5 FEET IN WIDTH, AND ADJOINING SIDE LOT LINES UNLESS OTHERWISE INDICATED, AND 10 FEET IN WIDTH AND ADJOINING RIGHT OF WAY LINES AND REAR LOT LINES UNLESS OTHERWISE INDICATED ON THIS PLAT. DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET O AND MARKED BY LICENSE NO. 19828 WHICH WILL BE SET WITHIN 1 YEAR OF RECORDING THIS PLAT. 0 DENOTES FOUND IRON MONUMENT. DENOTES CARVER COUNTY CAST IRON MONUMENT. —p-- DENOTES RESTRICTED RIGHT OF ACCESS mO\� o ,c \ c ; �` mj I N �IJ Z8. S0012'46"E - 2634.03 1 I ^I I� AA AC-L)�-If-I rI r, / I VIVIIVI LI\1 IL-LU / INN N I �I U O nUUI I IVIV co m ~ Imp N w J m O v) H z w 3 z Ian a CENTERLINE OF LYMAN w --BOULEVARD PER DOC. NO. 00 m N T90333 AND 189939 m z WEST QUARTER CORNER OF fqqf SECTION 24, TOWNSHIP 116,_,\\ RANGE 23 ALL MONUMENTS REQUIRED BY MINNESOTA STATUTE, WHETHER SHOWN ON THIS PLAT OR NOT, WILL BE SET WITHIN ONE YEAR OF THE RECORDING DATE OF THIS PLAT, AND SHALL BE EVIDENCED BY A 1/2 INCH BY 14 INCH IRON PIPE MARKED BY RLS 19828. FOR THE PURPOSES OF THIS PLAT, THE SOUTH LINE OF GOVERNMENT LOT 2, IS ASSUMED TO HAVE A BEARING OF SOUTH 89047'54" EAST. SOUTH QUARTER CORNER OF ,-SECTION 24, TOWNSHIP 116, RANGE 23 100 50 0 100 SCALE IN FEET PIONEERengineering ClV ENGMERS LANOPLANT'ERS LA SU WYGRS LAN0.5CA "CWlELTS SHEET 2 OF 3 SHEETS REFLECTIONS AT LAKE RILEY 1ST ADDITION Z 00 INSET 'A' 469.74_ R-325 00 � =8248'43,, - \ -' ,, GHLAND COURT \, 136.31 _--- `\ p_26°213 R 0,2229 .0 o / �5'4 w 0 / N LTk \ \ \ \ 2 I I \ \\� 3 z co I �� 4 �c I I \ \ \ \ / L--------,---------- - - - - - - 103.77 77.57 59.51 1 240.85 S00012'55"E DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: iI 5-" i o I o 5 -----L---J L-------- CLINU b -tEl IN 1NIUIH, ANU AUJUININU SIUE LOT LINES UNLESS OTHERWISE INDICATED, AND / ` \ 10 FEET IN WIDTH AND ADJOINING RIGHT OF WAY LINES AND REAR LOT LINES UNLESS OTHERWISE INDICATED ON THIS PLAT. > �o / \ \ 13, 1-10 It 1�px 0 /,>,\/"" uo ° \ as• cb 43 / �4 a NJg� / 1 0 1.8�= / 3 �O0°20O82"441 ry/h v — ` — —I47.21 30 27•98 ' NJ4 32 0g � 137„�\ E C6 aN I la a 0 oa rn I DRAINAGE AND UTILITY EASEMENT I 30 ' 30 _� L— :-----------0 V) 153.06 30.00 I moo \ 9k \ ti <119 R?�6 o \ 30 / 3 22.5 r %-?9.96 / \SJ �\ B 39'gs h / 2 I _ � 30 M l N2 _ / If / S8D3g45'W �� \\J 22.5 L_ �I / 1 O' WIC Go / N qj 4 / L-- >DRAINAGE AND UTILITY EASEMENT o ------------- 148.24 0 --- WEST LINE OF GOVERNMENT LOT 2 /o o� r DRAINAGE AND TILITY EASEMENT 01 al L------� L----------;) 67.05 \ 95.17 238.56 r - - - N00043'34"W HIGHLAND COURT on �R j5Dop21" n ' 43.67 rv------ I�� I IM' cno I I � I I I I I I 13 I I to �I I� 6 �I IZ `I I 1 I o , _J I �I I C6I L — — 74.17 61.11 I MN 00 I "' I o I I �I I I I 13 I I I 7 I> 0I 1.00 ^I DRAINAGE AND ''UTILITY EASEMENT a — ---o -/ I 001 L 65.00 3030 I 000 4 mN ?596ro---� 021" I I N I I � I I I I I� � ItD �I alp I co 8 00 I I I I I I I I I L------ I I I —J 100.97 IN Q\ / W 7 LL.I 1n a J^0 0 0 Da N w O" rife 25.66 DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET ALL MONUMENTS REQUIRED BY MINNESOTA STATUTE, 40 20 0 40 O AND MARKED BY LICENSE 1WHICH WILL BE WHETHER SHOWN ON THIS PLAT NOT, WILL BE SET WITHIN 1 YEAR OF RECORDING T THIS PLAT. SET WITHIN ONE YEAR OF THE RECORDING DATE OF FOR THE PURPOSES OF THIS PLAT, THE WEST LINE OF PI 'NEER THIS PLAT, AND SHALL BE EVIDENCED BY A 1/2 GOVERNMENT LOT 2, IS ASSUMED TO HAVE A BEARING nee n� SCALE IN FEET • DENOTES FOUND IRON MONUMENT. INCH BY 14 INCH IRON PIPE MARKED BY RLS 19828. OF SOUTH 00012'46" EAST. Cry ENGINEERS LA DPLANNERS LA S[1RV OY LaYDscne CIITTEUS SHEET 3 OF 3 SHEETS REFLECTIONS AT LAKE RILEY 1ST AREA SKETCH ADDITION AREA SUMMARY BLOCK 1=99,936 SF. (2.2942 AC.) BLOCK 2=59,342 SF. (1.3623 AC.) BLOCK 3=56,279 SF. (1.2920 AC.) TOTAL LOT AREA = 215,557 SF. (4.9485 AC.) TOTAL OUTLOT AREA =1,847,595 SF. (42.4150 AC.) TOTAL RIGHT-OF-WAY AREA=151,560 SF. (3.4793 AC.) TOTAL AREA = 2,214,712 SF. (50.8428 AC.) REFLECTIONS AT LAKE RILEY 2ND ADDITION KNOW ALL MEN BY THESE PRESENTS: That Klingelhutz Development Company, a Minnesota Corporation, fee owner, of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot D, REFLECTIONS AT LAKE RILEY 1ST ADDITION, according to the recored plat thereof, Carver County, Minnesota. Has caused the same to be surveyed and platted as REFLECTIONS AT LAKE RILEY 2ND ADDITION and does hereby donate and dedicate to the public for public use forever the public ways and the easements as shown on this plat for drainage and utility purposes only. In witness whereof said Klingelhutz Development Company, a Minnesota Corporation has caused these presents to be signed by its proper officer this day of 20. Klingelhutz Development Company STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 20_J by as of Klingelhutz Development Company, a Minnesota Corporation, on behalf of said corporation. Notary Public, County, Minnesota My Commission Expires SURVEYOR'S CERTIFICATE CHANHASSEN, MINNESOTA This plot of REFLECTIONS AT LAKE RILEY 2ND ADDITION was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this day of , 20,and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2. All monuments will be set as day of 20_, specified by the City Council and as stated on this plat according to Minnesota Statutes Chapter 505. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA By , Mayor By: Clerk COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of 20. By: John E. Freemyer Carver County Surveyor COUNTY AUDITOR/TREASURER, Carver County, Minnesota I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this day of 20. I hereby certify that I have surveyed and platted the property described on this plat as REFLECTIONS AT LAKE RILEY 2ND Laurie Engelen, County Auditor/Treasurer ADDITION, that this plat is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plat have been or will be correctly set within one year as indicated on the plat; that all water boundaries and wet lands as defined in MS 5D5.01, Subd. 3, existing as of the date By; of this certification are shown and labeled on the plat; and that all public ways are shown and labeled on the plat. John C. Larson, Registered Land Surveyor Minnesota License No. 19828 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate by John C. Larson, Minnesota License No. 19828, was acknowledged before me this day of 20_. Notary Public, My Commission Expires County, Minnesota COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of REFLECTIONS AT LAKE RILEY 2ND ADDITION was filed this day of 20.at _ o'clock M. as Document No. Mark Lundgren, County Recorder EN PI SNEERengineering CrvI GLN RS LANDPLANNFRS LANDSMR ORS LANDSCAPE ARCHf'IE SHEET 1 OF 2 SHEETS REFLECTIONS AT LAKE RILEY 2ND ADDITION °- 187y49 2 i'I 2 No z P1 �� °' iSl 3564 3 L��' a 0 N i Q 41 OF 1351'° ,95 NU�` off" ���/� nl = � I IN N 1 \N RT ATE RAG ° 226.56 1 A,\�'^,0137f Q G VA 0 o Ap�o\�10� 6pIII ^ 1 O_ c� 36 Z lNo3000 7w f 0F Mr ';9G� ,90o �P/ 35 2? .00 3 300 338JsN77•1-7 C?oo _ I ri 23 /a _ 1� Mr 34 \\\\ h��5o� 0 K I f7 I s ^I In° s\5243 \ p1 o�=r o o `3RD q���CEy ° ao.DD I �I 25 I ��/ �\ o\\ y n/ 30 00 27"E o E , 39 0� J o i "�s. �p v�N p n�' N89 43 30 / 7-/ O/ V % cn 7 I 33" o n k` `UccP.°p hcv4 • / ^. �5 43 30.00 P4GBE PENT 4 � S '00 797 �0 i _ �� �? "/ i 11 \ %/ '1, 6�; 9 a - - -, \ ° PN ANM ' 00.00' ` N7� i - �s 0 6, vL S8 I / \ 6 4466,. DRILIT,1 EASE / D R_60.000. ?Rp\J v v _ - < crs\b , 2ry� cP°' �` O'07'48"E N/ \ �/0 DQ/`Lo ° c :` �'� Q0 314.16 Sc��\ vvr4395535"W s�\S0, pool ��� ���vaa\ �44.29 -1 v/ 33 4�113g'94 r ro �"� 1'> NO3• 1 Now lt9. ^I "- 473S ` d 46'Og" 03 0 / n' 22 46.10 .� o n n 9 O 1 1B5. A N/ \ I NNnI a0, N 2s. r Oi ? IN < I W i R l / I CV / �� L S89_47'05"W - 139.76 J L-585.28'35_E-15'32'18" v J N F _� 26 /< / g70 1S 79 i o- O j;�o 7 14 <cvi vJ' V 160.95 J` dl II� V /vv cv/ 3035e�\ �\\ �� \ ` 12 0l �`- O o I� I opal ���0 �(---------- /N --� -30 30 dL S7 2"E o 0 1 7 30 \ N S• oO o h o. Wr ------ _ 9.133_4 If n/ 3� r\ �S,• 41 00 fA \ coo.ani I ?y,00 l / o alN , 67� �� - --`- \(- _ _ _ _ = _ 141.29 /2 / 32 74 30 <;, \47^ '-1 O Z M m N89'47'05"E--146.47, rya', `�cP cb /`aM h n rl'n g350 /+p `v 7 ,4a0 -/ /m OUTLOT A --------- _ , p, ZI w /� co �l s' �40,�^�� °a�, \ ?� 10 30 30 -� =' S89_47' - - - 165_79 n L S85'28'35"E 1 / pi" v / / 570:?0• \ �/P o% 119 s DRAINAGE AND �,I q"6 _ _ _ _ _ �` - - .21- J / ` S 27 / cv 35 UTILITY EASEMENT a, �5 to OVER ALL OF NI 6 ILO 1 / °j/ _7� m r � , �f n 4,5 \ \ \J OUTLOT A io I l+n tol 1 0 / h��' 20 /N �- 2 N / \ �400p J i \ \NS,. 11 1 O 00 N89.47'O--- 142.28 J `ol �o �"i �0848',q?��%� 30 - �3p' 21" �, /po o`°/ \ �0\7' In Z L S89_47b5'W- - 14- J L S86 I8'i6"E `� v p:09'00 a 1--------� - 156.69 J\ _ 58 28 026 0 ----- - o^I f 34. CO A� I r--------------- sees �� o OUTLOT B ry� • ' " o a I I n 4'40"E - _ 148. l� DRAINAGE AND ^MBA S891815 E 220.03 0l 5 1 H of N- 44 of In of 11 I aI wE� O1 tl w �rr - - - - - _ _ _ - -/ UTILITY EASEMENT P C 1 O vi ui N I. o II I I ` OVER ALL OF p �,\ \ b °I I O °I lw �l 1 9 OIN 4 % 48.51238'40•, 1 v OUTLOT B / cli ^ry NS\ \ �/ O L N89'477_OS"E-- 140.00 J U S89)_47'OS"W-- 143.86 �� i 150_61_ Ja I 5 29 /m o p/ Oq \ �504�' \ / \ I I Z r----------1 N84'26' 1"E 6 4i \ H --- 140.0o J h <TYFFq /8 1 1 - - - N84'26_41"E_ _ _ /\ C4 0 4 o Q o cn Im D rnL -- to n n = ml I- oI 18 o I . r I 1 N Al � I 1 L S89.47'05"W --147.72- J pl V I frI rn1 A 30 I Jo p �M *-p \ \N ^ry L N89.47'OS"E 140.00 1 = I\ 81 J I G I c^ N ��.OZ O `� \S� 9 60 30 0 60 SCALE IN FEET --------- 152_ - z '---------N� 01 N84'26'41"E _-- o p M�i<o i� /; \ �0, r- _-- ��/"" / moo\\''ir / '`� EASEDMENNSGA ENSHOWNIT THUS: `L I 1 3 C0j <'' I cn o NB4'26' _ o �/ x / O. oo '� o o n In 13 � � U I w I � � of 3 to of �I; oI G to n o _-_�- >� <' ��• �\ \603 /moo 5 2 L01 In T r+il o O i VDRAINAGE AND M `L 1 o L S89'47'05"W - - 151.58 p1 17 I I �1 I UTILITY EASEMENT /wry• ��/ �"� L N89'47b5"E- - 140.00 J z - - - - - - - - - - l N84 26'41"E _ 155.02 J 1 / vQ- 1Mry \NS 8 > s� 1- 5 3 �- I 31 / 3 �� `'ems / \ o 1n I I L01 14 I, I I b+l 3° . \\ N. /o ry N of lop DI IJ I I Ln I ti` �ry >/ �"D/ ,� 2 s8s'47'05"w 155.44 ,l 1 IA al I �65'� / `_ \ ��op / BEING 5 FEET IN WIDTH, AND ADJOINING SIDE -----------� o ^I I^ r-----------� ml I� o' I Doh '� '36•s°3 b3'op+ \�� v/ I� LOT LINES UNLESS OTHERWISE INDICATED, AND Z Nas47'o5"E 1ao.00 I I l� 10 FEET IN WIDTH AND ADJOINING RIGHT OF WAY LL8L 0 ------1 0 �� <V 30 r ao I J 1 J 30 �9 �y, \\ \� 7 , L LINES AND REAR LOT LINES UNLESS OTHERWISE I 15 I �ti o �/ 3 / \ INDICATED ON THIS PLAT. ---------tea Ol o o 1` L55935---102.82 Ah\ \08. 1 I� / i/rye^ a0s-510.64 7 al 1 1M 30 - 30 TII ��h�•� 03 w I \ \ C5 ' on+l 330004 18 �.� �L? j \ i \ II o �32.8� 146.95 II y1i �\ ^ \ \ \,)0 i �\ 1 �0 I / i - ��NB4'26'41"E 5'56'06" �< I 30 i 17. /• sTBi 4 30 II i' 134 p,,6.32p0 i o i iB59 Z\ ` 6 --------- - ------ -- L---------- 91 I 4 62.05_��-'t"� \ \ o \\ �27 \ 14�12�\ Q \ \ N \(Pp \\\\N s�\\ ` \ /� / DENOTES 1 2 INCH BY 14 INCH IRON MONUMENT SET / -lop ` N87'46'21"E 141.86 \ O L BE AND MARKED BY LICENSE NO 19828 WHICH WILL m� A= oou� \ 1 1 °o �0 4q, E g4 �� 6013 2\ +< Z ` , 1 SET WITHIN 1 YEAR OF RECORDING THIS PLAT. / C 0o" 0 \ O 6l •5 'y0i �O� \2 \ 9 �p \ \N No; \O \ / Qy o IIN30 r+ \ I �v1 �Q\ N I v \ ?, '?'y \ \c \ > \ / ro / • DENOTES FOUND IRON MONUMENT. cooll 30�Z I�� �d: \ I \ �7\2 Ri co o �i'1 %\1 \038, \o o \ \4 5 \\\1�\ / !�' 30.00 O 30.00 ��n `\\ O���O,a9 0° ,� 9�i \\\\N c^F` \ No\\ \\ \mac' \ \ �./ / �� O / \ \ \ JO;- `��/ \\\\� yN��o\\ 4\ -�- DENOTES RESTRICTED RIGHT OF ACCESS N84'43'05 E j \ 4 00 \� , , \ \ \\ \ --- N87'46'21" E `�`� 60. ,34 2 \ ��\ `�`< ` /r \ \4 2�\. \ \ \ \ \\\\� /1 141.86 i1 60 \ 3 \ \'� \ \oo �i� / 4D �o o III ��� \\ \\ \ 2 \\ �o�\ \ \� _ \� \�3 �J5 ,�' ALL MONUMENTS REQUIRED BY MINNESOTA STATUTE, `f I / \ \cp \ \ \ "� -/' WHETHER SHOWN ON THIS PLAT OR NOT, WILL BE Ohj ��h ��h 2 oo 00 t \ \• \ , L 92.37 '1a SET WITHIN ONE YEAR OF THE RECORDING DATE OF II / 1 O� V' CO r'N S ll 2 \� \\ 1 \\ g 2\�- 92.36 N7Q•�y% / THIS PLAT, AND SHALL BE EVIDENCED BY A 112 'll 0 ` Aj 00� R �' \l�j%L� \ ;\�_-9237- 277�10 � i INCH BY 14 INCH IRON PIPE MARKED BY RLS 19828. O ' o co 0 c3S \ C O / cps s \� � / / NaQ•32'p1„E � i FOR THE PURPOSES OF THIS PLAT, THE EAST LINE OF �\ S67.54'41"N1 -- g7'' \ 7.2Q"� ' OUTLOT D, REFLECTIONS AT LAKE RILEY 1ST ADDITION, \ �\ 11.54 ,oB / IS �\ DETAIL �// ( /� O N699g5Q 0`16'2UMWESO HAVE A BEARING OF MORTHTH T. \\ NO SCALE \iT\ 0\ \\ O Cam\ \ 'o j 60 I PI &NEERenginem ing crvu. excut�cs t.nuo nwv M u D SIAI YOBS T. DSCnre nxCcmEcrS SHEET 2 OF 2 SHEETS REFLECTIONS AT LAKE RILEY AREA SKETCH AREA SUMMARY BLOCK 1=431,332 SF. (9.9020 AC.) BLOCK 2=193,658 SF. (4.4459 AC.) TOTAL LOT AREA = 624,990 SF. (14.3479 AC.) TOTAL OUTLOT AREA=54,244 SF. (1.2453 AC.) 2ND ADDITION 60 30 0 60 SCALE IN FEET LEGEND EXISTING PROPOSED FURIRE DESCRIPTION 0 • • SANITARY MANHOLE — ---- EXISTING SANITARY SEWER PROPOSED SANITARY SEWER FUTURE S µ1TARY SEWER Yi ]EL }C HYDRANT M M H GATE VALVE D ► ► REDUCER EXISTING WATERMAIN PROPOSED WATERMAN �---- FUTURE WATERMAIN ® 0 CATCH BASIN • ■ 0 BEEHIVE 0 • • STORM MANHOLE D ► ► FLARED END SECTION • • • CONTROL STURCTURE EXISTNG STORM SEWER PROPOSED STORM SEWER —" FUTURE STORM SEWER SURMOUNTABLE CURB 4 OU B-STYLE CURB k GUTTER RIBBON CURB 6 GUTTER •��■■■■��■■• PHASE LINE EA MENT LINE --- - - - — - - - - - - EXISTING 2CONTOUR LINE -----�----- EXISTING 10' CONTOUR UNE PROPOSED 2' CONTOUR LINE --==--- PROPOSED 10' CONTOUR LIN POND OUTLET LINE --- ----- POND HIGH WATER LINE Iwo PROPOSED SPOT ELEVATON ��► EMERGENCY OVERFLOW • •"'••»••••••»»••»••••••••»•• - DE 1NEATEO NET.ANO LINE TEMA D.00DPW BOUNDAR STANDARD EROSION CONTR( HEAVY-OUTY EROSION DONI TREE FENCE RETAINING WALL O CONSERVATON AREA SIGN W WETLAND BUFFER SIGN Ex. CULVERT EX OVERHEAD UTIUTY UNE' EX UNDERGROUND TELLNS EX UNDERGROUND TELEPHO -' —'—'—•— •�--- --•—•— •—•— -•—•— EX. UNDERGROUND FIBER Ol EX. UNDERGROUND ELECTRI( EX UNDERCAOOND GAS UNI EX FENCE (BARBED VARE) . --' .—•— EX EEKEE (CHAIN UNIX) - - _— EX. FENCE (WOOD) O EX CAST PION MONUMENT ■ EX ELECTBC BOX d EX FUG POLE • EX NATURAL GAS METER ® EX. HAND HOLE • EX. FOUNO IRON PIPE EX. JUDICIAL LAND MARK • EX LIGHT POLE O EX PK NAIL EX UTILITY POLE is EX LAWN SPRINKLER VALVE W U. LAWN SPRINKLER HEAD EX SDI APHOPS • EX SERNCE ■ EX TELEPHONE BOX • EX TEST HOLE ® EX. TEUENSIBI BOX Y EX WATER WELL EX. MONITORING WILL ® EX. MAILBOX ® EX CONTROL POINT • EX. SPIKE EX. SIGN 8 EX. CLEANCUT L v� EX. SCNmCANT TREE EX TREE UNE EX_ GRAVEL SURFACE EX BITUMINOUS SURFACE EX. CONCRETE SURFACE ^` TOP OF SELECT BACKFlLL MATERIAL GRAVEL CONST. ENTRANCE PI$NEERene>ming REFLECTIONS AT LAKE RILEY 2ND ADDITION GRADING, UTILITY AND STREET CONSTRUCTION PLANS CHANHASSEN. MINNESOTA Kl1 -IST ADDITION IACAI HAP SHEET INDEX COVER SHEET SANITARY SEWER & WATERMAIN SANITARY SEWER & WATERMAIN SANITARY SEWER & WATERMAIN STORM SEWER STORM SEWER STORM SEWER STORM SEWER STREET CONSTRUCTION STREET CONSTRUCTION CITY DETAILS CITY DETAILS CITY DETAILS SITE PLAN GRADING PLAN GRADING PLAN EROSION CONTROL PLAN SEEDING AND RESTORATION PLAN GRADING DETAILS GRADING DETAILS LANDSCAPE PLAN TREE PRESERVATION TREE PRESERVATION TREE PRESERVATION TREE PRESERVATION xoo GRAPHIC SCALE IN FEEL BENCHMARK THIN SPRINGFIELD LOT 10-11 BLK i EUEV-921.90 IMPI. 3dY2 Ersvpise give 1F-EB1-W& McMva Hei¢u.Xp 5519 F.0 661-9C66 wv pmmm6.°•m 1 1 Q 17 w� M [�]►[►y:Z�7:� �wJ 11 SANITARY & WATERMAIN CONSTRUCTION NOTES: 1. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWNSTREAM MANHOLES. 2. ALL SANITARY SEWER A: WATER MAIN SERVICES SHALL TERMINATE AT 9' PAST ROW. 1 ALL SANITARY SEW SERNCES AND RISERS SMALL BE 6' PVC. SUN 26 SOLVENT WELD JONT (NON-W9(EiEC':. WTH A MINIMUM SERVCE MADE OF 2JL C WATER SERNCES ME 3' UP STREAM FROM SANITARY SERVICE WITH A WIN 7.5' BURY. 5. ALL WATER SERNCES SMALL BE Y (TYPE -K') COPPER UNLESS OTHERWISE NOTED. 6. ALL WATER MAIN SMALL BE C-900 DR-18 UNLESS OTHERWISE NOTED. 7. SANITARY SEWER PIPE SDR 35 & 26 SMALL BE ASTM D-303AA WTH SOLVENT YIELD MINTS (RCN-GASKETED . 8. ALL UTIUTY CONFLICTS SHALL BE RESOLVED ACCORDING TO CITY STANDARD SPEOFICATIONS. S. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH DESIGN AND MEETING ALL OSHA REGULATKINS 10. MAINTAIN 10' HORIZONTAL AND 1.5' VERTICAL - SEPARATION BETWEEN SANITARY SEYlER AND WATERMAIN. 11. SANITARY SEINER INVERT ELEVAnOJS ARE AT END OF SERVICE. 12, ACTIVATION OF WATERMAIN SYSTEM SHALL BE PERFORMED BY CITY PERSONNEL ONLY, I& DEFLECTION TESTING FOR ALL NON-RKiD PIPE SHALL BE Not( E Z011 CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN Y Y FOR W DAYS 14. THE SEWER AND WATER SRMCE SHALL BE INCLUDED IN THE PRESSURE AND LEAKAGE TESTING REQUIREMENTS FOR THE MAIN LINES. 4 BENCHMARK TNH S`RINGEIELD LOT 10-I1 BUJ( 1 ELEV=924.90 GRAPFBC SCALE w KF.¢I' N `no zu m - a m w ® nwm .. ..... .... 915 ROPOSEp GRADE 910 i... _.. . ..... .. .. a..\ 910 FLOC .SSE Y 7 N BUR nnc 905 :.:. :. I. I. II 12_ TOP PIPE :... I - I' 1/...�J \- II ) FJ... ...... :... .......: . �;. :. .... .. ... M6. =fENSIING _ ... didIND yN. -P�5E0 giOp M HHHLLL _ ____ .... .. .... ..... 'I .... ..... ..... ._. ..Q MA?E�N-_ bEy,,STING<'t yJS'ONG 900 II ,� Gs�° n m..ai a 11'_C900 OR 18 WA 900 .... V?•�. ....... rc a w_ Vim.. � h� _. _... .. .... 1 I II APO----- -ia m L/1 -- - PVL 3W SON 350OA ---- 8'_PVC SDR 26 OOAOS.. : 89.5E ....... fl `" EY t67 ...... �. .. .. ... .... .... ..... _. .... ..... _. II \` CONNECT TO EXISTING Ex 20WATERMAN. CONTRACTOR I I 8- DIP U52 TO FIELD VERIFY 890 O 6.40R LDCAnOEI & AMCN.890 _ - lb - SANITARY. SANITARY. CIOR NMACG - VERIFY TO: ARID VERIFY '. 100A1101M R ELEVATION. i 8$.5..:...: ....... .:....... ....... .. ... . __._... _...._ ........... _. ........... _._ _ .__. __ 885 ==i na50 .__4+00 -12+50 13+00 13+50t4+00 14+50 15+00 15+5016+Op-I6+50OaOD I7+50 PI8NEERevneeling TAa FmPi�e Dnr< fA5I, NI1-19H 71 met SANITARY & WATERMAIN R1•FLE ONS AT LAKE RLLEY 2ND ADI WV MmAn� H:gMi, Nti 551'0 Fv:6 U1 8 -alm<�m. mm - CONSTRUCTION BOULEVARD cIIANlusm+. MumFwrA W%SAMnAT7ATA Aru.MwNBwTA ss», SCANNED SEE SHEET 14 \ \ 1 I l �\ r� \ SANITARY & WATERMAIN CONSTRUCTION NOTES: I"SAOE5ONSTESUA< TTINDFRM DOWREAMNHOLES. W �" ♦ 1 \ \ \ 5-0+83 I I 5-Oh3El / / 36 `\2. NL SANITARY SEVER & WATER MAIN SERVICE$ �` ♦ / ' / �� \\ \ \ \ Nw 8B8.9 I 1 Nw 886.9 1 / \ 3 \ CS-898.9 I I C5.898.9 / ��16 / / �`\ SHALL NTERMITARNAlE AT 9' PAST ROW pTE �� / /`� '� / \ \ 0h{] \ \ 1 1 ww88S0 / / ♦ 3. All SANITARY SEXIER SERVICES AND RISERS SHALL \ \ Nw B90.8 \ \ 1 1 CS-895.0 / / BE 6' PVC. MR 26 SCLYENT NEED J04NT (NON -GA TED). ECT TO EXISTING / �� \ O \ \ / / WM A MINIMUM SERVICE GRADE OF 2A VIA/ �� \ CS-900.8 \ I I / / 7 / ♦. WATER SERVICES ME 3' UP STREAM FROM EM AIN. CONTR Tdt� / 17 \ 32 \ \ / r -Elm VERIFY LOCATION/ / O \ / \ \ \ 12' 9ETH �__ _J / S-0+2 % / 5. ALL (WATER SERRN%CES SHALL BE 15 (TYPE W) \ & 2•- / / XYgtMT \� 8HV-�20 \ - / ww693.6 / COPPER R MAIN OINERWSE NOTED. IY%6IlEE W/6 G \\ / \\ CS-9DZ0 \ \ V / 6-695.6 // 6- ALL WATER MAIN IE NO B. C-900 OR-18 A \ NYDRART \ \ /' // / UNLESS OSEIMER P NOTED. 11' 6�P POLYWRAPPED CL ��\ J V ). SANITARY -W9i PIPE MR 35 N 26 SHALL GAD. ELEV.-e .2 OLYINRTEE I) CU52 \ i / v� is i t3'-6'qP POLYXIRMPFD LL52 \ 12 \ / �L � (B(C�E ASiN D-303{A Wn1 SOLVENT N£LD JOINTS �t \\1F11!<EEN GNO. OEV.-900.8 \ a \./ �8. ALLWUTATY CONFLICTS SMALL BE RESOLVED 1 _ �-�� ACCORDING TO OTY STANDARD SPECIFlUnONi \� / • LONH T/rv` , 9, CONTRACTOR IS RESOONSBIE FOR AL TRENCH DESIGN WA ANH( AND MEETING ALL OSHA REGULATIONS. 0UTL0T B r" - FlE1D L 10. MAINTAIN 10' HORIZONTAL AND 1.5' WRTICAI. ARRANT SEPARATION BETXIEEN SANITARY SEWER AND WATERMAIN. 12-%S-TEE W/S'GV \ \\ 11. SANITARY SEWER INVIItT EEEVATONS ARE I INV.89{.B / / T \ ♦ .W� / �\ `V/ ,1'-VDIP POLYWRAPPED M52 - \\ \ \ - AT END a SERVICE. GAO. EIEv. B96.5 - \ �O+b - �\ s 1Z ACTVATM OF WATERMAIN SYSTEM SHALL I RISER-10.0 I I 5-2+00 I l W }V / 1 J 1 >•/JOR BE PERFORMED BY OTY PERSONNEL ONLY. I l �( 13. DEFLECTION TESTING FOR ALL NON -RIGID PIPE SHALL BE / INw890.6 / yG-111EBEND 12 C \� (LONE \\ S-0+]0 \ \ / \ CONDUCTED AFTER ME FINAL SACKFlLL HAS BEEN IN PLACE j RT\f-Y J.nT \ \ Ixw al \ \ / <�/ FOR W DnYS. / r / PoSQt-S.5' % / Io.aeA9 +p2IS 12'-11]( �('{ \ \ CS-801.2 \ \ / 14. THE SEWER MO WATER SERVICE SHALL SE INCLUDED _----_"" \\ \ \\ \\ 12 / (////. FM MIN THE E MAN LINES.SSURE IEAKACE 1E51WG REWIREYENTS L / {�BMNECT TO E10519ND E S-0h42 I CC My - ' \ 1 ww B91.8 \ \ 11 \\ \ / .N / ITARY SEXIER. / NV-BBa.4 / I �� \, - ,�-\ N - \ \ CS-f101.8 \ \ \ \ / ONNECT AR r CS-899.{ / _ / SANITARY ICONIRACTOR 1D / / � \ MORIFY' / 5-0h54 \ \ \ \ 10 \ \ IS].9 I 2 / / MSER-4.0' / /CS-89].9 \ \ l / / / I INw889.9 I I S=1 1 NW7.7 \ \ \ \ \ \ \ \ I 4 / 89}5 I I CS=m9 mg 1111 CS-$9M].] \\\\ 8 \\\\ I RI t 5 8 7 NOTE: BENCHMARK ---1 LOTS 3-7 BLOC% 2. DIP MH SPRINGFIELD LOT 10-11 BL% 1 0 WATERMAN SERVICE TO ELEVATION ELEV=924.90 GRAPHIC SCAIE IN FE-T 20� BELOW SEVER AT BE LAKE RILEY ROAD EAST I F> .. _ ..... \ _ .__ ®m m m3 m so 05 - '� 9_ � m m ZO it . -If'Ylz. - .. : Z_ \ \ [ J jmZ- / EIOSTNG OiWNO Ezz il H zii GRADE rcz Uzzi0 ... . ..m - mw. ppQQ .....12.p[UG ELEVwRK 898.0 ... _ m mz M4.[..? I. 22 -ix _ _895 NOTE.- WATERMT TO EXISTING W 1 - . WAIERMAIN CONIRALTOR:IINOIEi NIY .L , I _-- Z5' YN BMY I n TO Am VFJBFY -I ILOW& WATERYAw TO: 7 .I 1 _ \ /. coLAnON h EIEVAnaM a I YAWTAIN: Ie•. SEPMAA(N a.. - - - - - - - / _ - _ 8 _ _ U av_,B 9 II WM STORY .. . ¢ :1IOtO5SNG m u Nry Hm [ PROPOSED. STORM - : 123' _ rcN mn �m .. ¢ PRWOSEOSTORM �o 885.-:._ . .:....... . . .. ....ILImPi=B a md. _.ua' .. ne' - 885 FL-86 46- ^J .... .11 -.. :... e.. .....:�.�...... efl...- ... .....- .. .._.. ..... .... ....B: PVC9550R 35... � MR 35 133 LATE %-I e• Pvc WR w 8. PVC C OZ 35 B PVC SSDR 35 .. DWER ... - NOEHxSUTATE % ING 8• pm: SS ss.. p E% 81- 8' PVC SpR 28 :SEE Ott O O.Qx B- PVC MR ?6 O O.bI DETAL 2204 : MAINTAIN MERMAN 0 8' SEPARA 82' _ - 880 n= . . �TAId ..... :8' PNC SDR: 35' E%I.. 5M n 2zo4 :.. :. ... .. 9 _ . CONNECT: TD E%ISTNG - CROSSING O z82A' B' PVC SOR 35 SANRTMY, CONTRACTOR 0 O.40R TO FIEID+VERWY - LMAnd\ & ELEVATION. - - 12+50.....f2+00 11450..... It+00.....10+50 IOhpO.. 9+50 .. .. ..9a00 ..... Bh50 8+00 ... )+50 ......)- -. - ' +DU ......8h50 6i00 5+50.. SiW 4h50 4h00 3i50 .. .. 3+Op 2+50 2i00.. 1i50 .... ..,+00 ....M50 .. ..Ci00 .. PIONEERene>1eeting rzz Fn.P�. HWI^� rnsseeH-191e ��+a-.arv-=+a �, m LENNAR RFFT Ff'1'IONS AT LAKE RILEY 2ND ADDN. 24n Er l DAN ssr.D Fm:sglaua r..f mx,m., °` Nor SANITARY & WATERMAIN 9ISEAST LEN AlIpI1lEVARD 3 OF 13 ccr.pvecmg.mm � X,w iR m.n AWN CONSTRUCTION WAYIATA,A@RffSOTA 55N1 CHANFHASSFR. MNNEWTA O mi�rumugme SCANNED I 1 I I I I 3 j I li 4\ 1 I 9'Yy IIEE HYDRANT GV 111 II �� BbIP POL m CL52 I l O I I 1 1 I I I I LWD.1 =909.2 1 1 19 I I 1 1 I 11 18 11 II 20 11 II 16 1 11 MVO-2H%H 1 ww O'i 5-0+25 I I 21 I = ] II WIWB9A9 11 C Rco.H 1 U5-911.4 I I RN-914.0 I 5-D+]B 11` fS-90S9 1 I 1 C9-91{.D I NV=90&1 11 903.] 1 1 1 1 I '-11X I 105=916.1 I I 11 II 11 II II II 11 1 I I _J L J �. 23 a II 11 1NV-90S0 1 1 1 (\1 1 JI\ 11 1 � 1 ,722 � \ Q \ 1 11 1 1 1 1+ - "" laYj / 1 YORANT -6'DFP PM 1w/6'Cv �❑ I I - 1 '-6'DIP POLY\(RAPPED 0.52 1 5-2+4{ I I 5•M� 1 1 1 (� - 1 D. ELEV. 91 9 INV-900.T 1 I NW 904.E I I CS-910.T i ' C9-914.8 \1 1 111 9 jl 28 45-�6.55 nw lsa7 i i 1 1 1 1 CS-an.1 9 o+T 11 TI wwi;o&l 1\ W 1 CS�-9m1)] TI \I CS-atnt 11 .i lJ L___J I III 24 1 1 TLOT B 25 �' II II � II. 1II LAKEVIEW CIRCLE SANITARY & WATETMAIN CONSTRUCTION NOTES' 1. SANITARY SERER SERVICE WYES ARE STATIONED FRM WINSTREAM MANH0E& 2. ALL SANITARY SERER & WATER MAIN SERVICES SHALL TERMINATE AT 9' PAST ROW. 3. KL SANITARY SEWER SERVICES AND RISERS SHAL BE 6' PVC. MR 26 SOLVENT WEED JOINT (NON-GASKElEO). "Ti A MINIMUM SERVICE MADE OF M {. WATER SERVICES ME 3" UP STREAM M011 SANITARY SERVICE WITH A ON 7.5• BURY. 5. ALL WATER SERVICES SHALL BE 1- (TYPE -K7 m ER UNLESS OTHERWISE NOTED. 6. ALL WATER MAIN SHALL BE C-900 DR-15 UNLESS OTHERWSE NOTED. Z. SANITARY SEWER PIPE MR 35 & 26 SHALL BE ASTI D-M34A WITH SOLVENT NELD JDINTS ((NON-GASNEIm . 8. ACI UTILITY CON C15 SHALL BE RESOLVED ACLOROING TO CITY STANDARD R AUC C RENI>1 9. CONTRACTOR IS RES A REG T ALL 1RENCH DESIGN A!AI MAINTAIN 1 ' ALL OSHA REGULATIONS 10. SEPA AW 10' HgRIZONTA AND 1.5• VER AND SEPMRY Sl B INVERT SMITHY SENOR AND WAIERMAIN. il. SANITARY SENOR WVERT ELEVATWS ME AT END CIFM SERVICE 12 BE PER M 04'M BY CITY AIN SYSTEM SHALL BE PERFDN TESTING BY CITY PERSONNEL ONLY. 13. OMDUTED AFTER FOR ALL NON -RIGID PIPE SHALL BE FOR 30 DAYS. MTER iXE FlNAL BACKFlLL HAS BEEN IN PLAC[ FOR 30 DAYS. 14. THE SERER AND WATER SEANCE SHALL BE INCLUDED IN F THE PR AND L£AKACE TESTING REQUIREMENTS FpR ME MAIN U ONES. BENCHMARK oN I TOR SEID LOT 10-11 BUR 1 ELEV=92C90924.90 GRAPHIC SCAIE IN FEET N N N m N+ :.. ......- :. :.... ........ ..... :..... .... q .... :. ....... ... ..... a=8 oa n� 12» I3» INJ> L.92.0 -- 92.0_. mm� _8 - PROP0SED GRADE M: $ .� .-. ......... EICSIIRG GROUHII 7.5• MW. BURY : 905.:. .....:. ..... \II �..ZT-.. 905 a-00.MR 35 - IL' ' H" PVC MR 35 1 H64 II .I I RVC SDR S 0:4.42A --- PROPOSED STORM 895- i.I--- . .. -- - 895 ... H' PVC MR 35 890.:.... _:...: . 0 3.nx _: .......:_. 890.. YMRMPm OIP 885 20' e' DP ❑52 .-3+00 PMNEERenenQQii%g 0+00 0+50 1+00 1+50 2+00 2+M 3+50 4+00 4+50 5+00 I!NRIIIII 0+50 zazz 6sU 681-wt4 F - - F�m SANITARY&WATERMAIN REFLECIYONS AT LAKE RE.EY 2ND ADDN. 4 oP 1 MmHueW�4f sslro _681-WBe m„v.Pmramemm - -. �, �� ,"�°�` CONMUCnON 93s 6wnwwEYNLEtTA e�ouu:vw9D CHANNASSFN. MIRNFSOTA _ WAYiATA NPINETOTA 55191 O D.. Pm fnmev SCANNED D.T., > -7 31 3 4 c- 8 DIIS D.T. 5 6 BASIN 100 WTIXT=871.0 I -------- H�-873.72 MET.�-2.65 L-,. �Tm �-I.w A.II 11 10 XTION NOTES Wff"HwlNEENAH CASRNCS M APPROVED EUJAI- ON ALL CATCH BASINS UNLESS OYAMWY NOTED. 2. MOMDE 2e.36' SLAB OPENING FOR R-30GN NMIAM CASTMGS GIN ALL CATCH BASIN AMOIXS U�� SS OTHSE NOTED. T 3. MTHE TO W M= V 8EH1111) BACK O MR8. MAIN TllE TO K KRFMAMD, CORRUGATED WAj_ WALL SIIGOTN UNE. AND P = AS SHO,PIN ON PLAN. MAIN DU CLEAN-OIJTS RACE AS SllO9M ON PLAN 4. FINAL STRUCTURE OFF -SET TO W I&RInED BY C014MACTOR AND INSPECTOR BASED ON MATIUII& S.)PIkIED TO PROXCT. FIELD STAKING SET ACCORDING TO BACK -OF -CURB. STRUCTURE TAME STIkIMK NAME STRUMw SITE AN CXNG M EQA)AE M-128 W% e R-3067 V M-129 36'X24• R-21067 v MMH-123 54" DIK R-21067 V MH-124 4B' UK R-3067 V CM&I-126 48' UK R-3067 V MH-127 M. DIX R-�7 V M"-122 Ala, M& -1642 v MM-125 a* DIX R-1 642 NOV 1 4 201! :2 .................... ........ ......... GHAPMC SCALE IN nET 91 IM-8 .1 STING 910 lx�g 99 t2W3 Rig. Fj 905 MSTING S! 28 o ........... ... 90.5..: GROAND.vma .. ......... ....... ... ........ o Rig 28 ii>> MADE ;Z? Rig ..goo z. 900 MADE z I a 895 ........ ... ........ .... �,% ........ . ....... . .... .. ... ira qmS Bao.. 29' W � cL5 I.WX 890 ...... ............ .... ... ....... US ......... 15' R� CI-5 ly Rcp a 0.5= .... ... 15': R� CI-S awx a awx xz z z z .. .. .. ......... ......... ......... ......... ...... .............. BASIN IM ......... ....... . _QtjnET=871,0. HW-873.72 WT VM-=2 654 ACK STOP V-I.991 ACNT 875 21'TEl W.TRASH. WARD.. (M CITY �A& 3107WIM) IZO Q*.- CILM W RAP 'W/OEOT Lr. FLTER W-kaXT TIE U T 3 dPNTS PISNEERenginee?ing r RCPCL� 2 0 O.34x 0792% SCANNED \ II II 14 ETETE13 T II II II 0 \ \ I I 164L 0 � BIT. %WWAII� ItKe TE I 0�4) I 1 7 I I I I IT _j 11 5 4 2 3 106 12 WE 17 li �'jj 18 —11 F /Z1 34 2 MEMO INDS M .0. ew. ON ALL CATCHA�II BARNS UNLESS O�ERWSE NOTED. 2. FROVDIE SI-AB OPMNG FM R-3DBn NEENAH CASTINGS ON ALL CATCH 3. BARN MANHOLES UNI-ESS OTHE�WSE NOTED. MAIN TLE M BE PLACED V BEHIND 8ACN OF C . MAIN THE TO SE LYy_ II KWMATED. CORRUGATED DUAL WALL SNOOTH UNE, AND PLACED AS SHOWN ON PLAN. MAIN DILL CLEAN -OUTS PLACE AS SHUNN ON FLAN. 4. FINAL SMUCMRE OFF -SET TO BE VERIFIED BY DONTIZACTM AND INSPECTM BASED ON MATERIAL SUPPLJEJD TO PROJECT. FHELD STAKING SET ACCORDING TO BACK -OF -OMB. STRUCTURE TABLE -1 4 STRLICTME SmcTuK NEENAH CASTING M 35 NME SIZE EQUAL m-1w 48' PA. R-4342 W-206 M'X24* R-3067V M-403 48' 01K R-4342 36 CEAIH-123 54- UA- R-3067 V OBM11-131 49' PA. lk-4342 MIAH-IM I 4W M& R-4M2 MMH-133 49* PA. R-4342 37 MMH-134 48' PA. R-�2 MIAH-205 W PA. R-3067V L -- ------ j GBIAH-+01 4W DIA. R-3067 V '-f CRMH-402 46' DIA. R-3067 V WH-130 46' DIA. R-1642 M FEET GRAPHIC SDI SOtG .......... .......... ....... . ... .......... a w w .. ................. UES: QZZ w ...... ........ ........... WOUND 910 91( Q.. .............. . .......... — ....... 1 *6 "No MD 1 19 8 S .8 90.5. .0� 3>> iwn 905 LL I -------------- 107' 12' (NIS — m>> w Ex- 2" IF l.ob% �Z. �.z 900 15' R C. ED 0 1.00% 900--- ..... % ..... ......... ...... . ......... .. ... .. Nl�Z p? MADE m Im �10 I>Z>0 g . ...... ........... ...... ......... ............ ..... . ... tvs ...... X S,OR w .. 60,�--- - ..... .. W sa;... fr P 35 RZ SCANNED w � E STORM SEWER CONSTRUCION NO 5: 1. PRONDE R-306)V NEENAH CASTINGS OR APPROVED EQUAL ON ALL CATCH BASINS UNLESS OTHERWISE NOTED. 2. PROMDE 2e.M' SLAB OPENING FOR R-30 NEENAH CASINGS ON Al CATCH BASIN MANHOLES UNLESS OTMERMSE NOTED. 3. MAIN THE TO BE PLACED V BEHIND BACK OR CURB. MAN T TO BE PERFORATED, CORRUGATED WA- WALL SMOOTH LINE, AND PLACED AS SHOWN W PLAN. DRAIN IRE CLEAN-WTS PLACE AS SHOWN ON PLAN. 4. RNA_ STRUCMW OFT -SET TO BE VE RED BY CIXITRACTOR AND INSPECTOR BASED W MATERIAL SUPPLIED TO PROXCT. RETD STARING SET ACCORDING TO BACK-OF-WRB. Sf cwm TABLE SIRUCTME Sff NEENAH CASTING OR EWAL WX24' R-308T V W'X24' R-306T V RNME 2Y DIA R-4342 48' wA R-306T V 4W wA R-3D6T V 48' DIA. R-4342 a" MA. R-1642 MH-313 M" wA R-1642 o a m Lao cRAPx1c scAre w Peer - - - - - - PIONEEReneng bnE (65H681-1914 Ism Wb H+�rm�M Y.m® Cb 51.�am=� MH 55120 P" 681-918' <.mn u®m�wa m.l ' xe Ae. �® IHu STORM SEWER CONSTRUCTION 935EAST WAYMT BO VARD REFLEC170NS AT LAKE RILEY 2ND ADDN. 7 M 13 rrv.pammg.wm myWpy�yb as.r[Mmem p.Na WI1 M p` ffi WAYMTA. MwNFSOTA 55NI CNANNAffiFN.MNNESOTA SCANNED 26 / / 1 t 32 28 �[ 8920 H LBB994.39 VO 1 ww�' IVW�-0.OJB ALFZ �0 I ra :29] I 0{{ 30 0 31 / / SEE SHEET 5 NOU 1 s ZG STIM MMR CONSTRUCTW NOTES: 1. PRONDE R-306TV NEENAH CASINGS OR APPROVED EWAL W ALL CATCH BASKS UNLESS OIHERNI9 NOTED. 2 PRONDE 2V.36' SAB OPENING FOR R-MI6 NEFNAH CASINGS ON ALL CATCH BASN MANMIX S UNLESS OTHERWISE NOTED. 3. DRAIN TILE TO BE PUCED V BEHIND BACK OF CURB. GRAN TEE TO BE PERFORATED. CdiRU"A WAL WALL 9TWTH LINE. AND Puff➢ AS SHOWN ON PLAN. WAN TILE CLEAN-WTS PUCE AS 910WN M PUN. 4. FINAL STRUCNRE OFF -SET TO W VERIFIED BY CWTRACTM ANC INSPECTOR BASED W MARTIAL WPP M TO Mt CT. FlEID STAKING SET ACCORDING TO BACK -OF -CURB. Mtio W= CW MM SMUMF E cs-TOD STRUCTURE TAME STRWTURE STRUCTURE NEENAH CASING W NAME SIM EWAL (S-MI 48' MA SPECIAL W-322 48' DA. R-1642 MH-30 48' MA R-1642 ........................ " '........--........ ........... -. ......� �. ...._............ ............ ...... .. _......- -.. - .. .. .... _-.-- ..... ..... .......... .. :.... wmr ....GRADE ... ... I �T- wZZ: 90.0_ :... ..... .:.........: ...:.... :.. ....... I .. Sao ..... ..90.0_ ASPNG — CRWN 895 i.:_... i [auT9NL.ET.B92.o -:WET AP . VYIL> 78 AMI _ _..160* - __ ....... 16� FL ... ... a9 .. IBA RCP Cl5 :.. .. � O - (PER PTY DETAC SIM) 15p RC f15.. m � 88 J TIE UST 3 UMM1S PISNEEReneTieeHng z n I 242T F� Mn 1651169i-1914 I �i"w A'A'W �P4�i4 � I�.a m.mw., Hagh,. s.Ls sslro .� �:m.Ia�Nio�IG�1 N.WaAw w STORM SEWER REET£CnONS AT LAKE Ra EY 2ND ADDN. I g i 13 CIIAMIASSFN. MRL'Ii3OTA SCANNED CURB LEGEND OB.ts = TOP OF WRB ELEVATION / \ `\ \ FOR SURMOpUgNTABLE CURB __ I I I - F� a STYLE ane TON sHEEt 1 ---- -�8 i \\�\ 29 \,11 32 1' 1 33 STOP SIW (Rt-1) r- 11, �+. / \ \ \ \ 1 1 34 / i 0].82 = TOP OF CURB ELEVATON LANENEW ROAD EAST 1 I 1 /B / \ `\ 30 \� V' I 11 1 11 I I / FOR RIBBON CURB LAKEVIEW CRaj / \ 1 / / � - MOUNTABLE WRB k WTTER tlpi`\ 35 = 8-S1YLE W� k WTTER sEE _ - ---1 ]m°I I / \ ` OUTLOT B I = RIBBW WRB k (RITTER 5 ! . 42rt Tlil 1 $ 1 31 / / \ \'/ 1 1 1 I / / / / `♦ = CONCRETE PEDESMAN RAMP 14 1 I O 16 11 E 3� u / / `MID\\ �/ / q 11 1 IL __J L__J/ // 36 \ 1 ' I 4 I / - I 1 yNtIlET=892.0— _ _ / L T T 4.m �_ 37 / �a 98.51 - - - 2]Bi --m 4l0 9&80 HOPE D.T. CAEANWT (m) I I ♦ 5' CONCRETE OEWAIN. .. \ \ ; 1 I i I I 1 � unTCN y \ SEE DETAIL 5 \ \ 5 12 e i� 7 6 9 10 O �\ \ \\ 4 \\ 1 1 I I I I I •\\ i \, 1\ \ '- \ \ \HOPE Q.T.D.r. (TYP) \ \ 3 \ \ O \ \ I I w a n 1 _ 55. to flock I TtoBx too- EEdta ot wti+ NOV 1 4 2011Irk ,� 9N 2.ON x'9� \ t \ es s5 tm c CURVE TABLE WRW DELTA LENGTH RADNIS TANGENT m 183Ym• T/.91 270.DO 39.0 C9 5152'49" ioaffi MW lll.m 00 1416b1• 249.m 1000m 125.15 01 M5'4r 204.99 164.43 118.22 A T0000C IYIm bl 1 yT'-WOOL 3 ]50 LNE1tlLB % or F pantie 1. o - =7 yA�.Tmw Y 335 -~T 0 L`MwJ51L1OB I- tmemA ort tw O9 t5� tY-a®s At~. Os. 1= Gumet 2r uNroT s1w m r sa.n r.iv too o. (5 NeT. ]) GRAPHIC SCALE IN PEE! Lake Riley Road Last TYPICAL STREET SECTION TNIiBENCHMARK SPRINCiLOT 10-11 ELK 1 RAPHIC SCAIP IN FRET (noi i0 SCALE) E... ..... :o :m yy m m. m 925 PNl ST&- Al.] 00 PN E"- 90559 - ... N: nm ...:... 20 8 8m +g +�915 _.. .. _ - ' a W n PN EIEL! 99809 PN ST& 6+25.00 ":ST&' 5+7&47 PN sTA 3+2500 150m P N E . 900.m PN:E". MOO . 910..:.. . ....:.... . . ........: .. .LOW PT. STAB' 93,58 : ..... .. LVC: MOO tvC1 lm.m ... K: 29.Im. .... .... ... m G COW PT FLEW 89& 5�"'g NON PT STA 81,4Ctm LOW STA, S Q8.m HHGH PT. S� 3+W:55 J� ^� Sm HIGH -PT ELEV. 899J2, Sq P. LOW T 5 o� 8N IG0. PT V: 90i 3 +n um of PN ELEM. N"6. 905 °m om �g mm lg ' +S LW: W.W 905 - .. .._... : ....... . . ..... .. yam.\ ..... - dW B > r p / \ 'p ... W \ MADE - 895 :.. i �� \ 895 - .. ....:. _a . .......... ......._....-.. - _ ..-._ DROOND Mot . - - .. ..:.. . / :.. .. .... .. m... u _ 885..i..--_.:....... .._......' .. � � � � � � �. — --- w 885. 14+m 13+50 IXm 12+50 12+00 11+50 � � � �,0+50 � � � � 10+m 11+m � � � � �9+50 � � � � � 9+00 � � � � � 8+50 8+00 7+50 � � � � T+m � � � � � �8+50 8+00 � � � � � 5+30 S+m 4+50 4+m 3+50 S+m 2+50 2+m 1+50 1+00 0+50 O+m -0+50 PIONEERetigi_»g f6511d1-19U :aY2�P�w Oriw �Rd Ev: Ni-91W ,I�:m m=� ,mH•••-� 1r - STREET' CONSTRUCnON WwEYNZAN REFT.EC170NS AT LAKE RII£A WD ADDN. 9 oP 13 n�y.T. 51N ss12O ����� _ n.+m r N��� tran N.mll. Ay 935 F.SST Aw WAYJATAY9RTFSOTA SSAI fHAHHAS.SFN. WPINESOTA SCANNED R Ty OF CHANHASSEN RECEIVED N SNEtIr 9 p \ 1 3 11 11 I I 1 511 25 1 1 26 11--/ 11111 27 24 I I I / 28 I I 29 111 30 II 31 \\ \ 5 \ O `�\ ,� 11 `J II V -- • \ ice- I� i j 1 1 I I j 1 s 1 -- �-,/ 1 1 1 I L 1 4 � aRTa.E 3 I 1 II 1 1 x m l 11 '\V I' I I I j 1 1n 3 1 1 1 1 I♦ I I T I I I I I 1 16 F 1.1 In I 'I 11 23 11 22 li 21 II 20 ii 19 I 18 11 17 I I I ii -' I z 'd 1 Jm a 11 11 1111 T Oj II 0 Y Tr m 11 I 11 11 I 1 I 1 1 1 j + 1 1 1 n G V ISs' b eoe 15s' b B.a I I L____ 1 ' I I I I I 1 N IV 2 1 ws wabe. IR' �uo.. F4e. of r,.w .� �. x 1 _-' L I I 1 1 1 1 1 I I I _J L_______� 10 •. \ CURB LEGEND u V 1 4 2011 08.15 - FTOP OR OF CUR NTANLE IONB t YW°PN�vv �y ' %]+NO)T 2 L.+clsosm 06.32 = TOP OF CURB ELEVAIKMN ^.�11.;-:,'C_. peM3e J,' !. - _(,'�,'r. '.=:. S.Nmantxb - Toy. cox-a367 Y-wooT 0v0 L.NM356116 FOR B-Sr CURB maxe n 07.62 TOP CURB ELEVAPON t7'-aa 5 Ba... IOOx c„ane0 RI GOR RIBBON CURB 149211e 1+ w00T S.. Zg SMFt O - MOUNTABLE CURB h GUTTER Gmma Be.�o. p5.. xeb T) = B-SME CURB R GUTTER - = RIBBON CURB t GUTTER TYPICAI STREET SECTION CURVE TABLE CURVE DELTA U MTII RADIUS TANGENT C3 3331.OS' 1]7.25 91.29 CB 2179'lr 94.4] 700 23QOD 47.80 C1 2334'07 8227 I mm 41.73 0 a IN GRAPHIC SCALC U FEEf BENCHMARK = CONCRETE PEDESTRIAN RAT& Reflections Road (NOT TO SCN.E) Lakeview Circle TRN SPNwfiIELD LOT 10-11 SUN 1 ..................................._ .'"........................ .. ........................... _............................................ _ ........................- ......................................................................................... ...... _...... ........ ...- EtEv=924.90 m m - � � _� a N ry e _ o 930 �..... :.. -... _.... 930..:..930 :..._ W_ - ..:. .... ..... .. m - 930 PN STA: 13+3aO0 PN STA::"mm PN:E .. 91269 - PM ELM 915.78 - _925-..... _...._ .... -. _..... 'K: 26.67 _.:._ LW: 100.00: - 925.:..925.:.._- _. K: 26.67 c: 10D.DD .... _ L 92.5_ . HIGH PT. srA: a+eaaD NIGH PT 9123% STA11a0g Q g S PM ELEA >s 920 r m zs.ro nc: fo0.o0 92.0.:..920.: ... m t 920 aw 'nu Rm P _... Lc 10100 -... 915.. Sx 4m tW 8m 910 o.7ss 4 ` _ \ 910 910 � — go 1 0 .. . /� ....... 3 .. �4 . F 905- ... ...i.. - 905..:..90.5 .... VNG GROUND .... _ 90.5..: \'\ . : 900 :.... ....... Juno _.. F :_.. 90.0 . 900 : _ ... _ 90.0..: a o 895.i....: . . 8 y 5 8 95 895 _. .:. m ; 3 89.9..... W _... y W :. -���Oy.Up 890..:. 890 i.._.. xWi... --3+00 _ ... .w.......890..: 17+50 17+OO 16+50 16+00 15+50 15+OD 1N50 1N0013+50 13+0012+`A 12+00 11+50 11+00 6+00 5+50 5+00 N50 NOD 3+50 2+50 2+00 1+50 I+00 0+50 0+00 0+50 PI0NEER1 11eeti11g ` ,•�.••,t•••• _+zz F w. a o,l=•—•, i6511N1-191t �IceLL Fv-eat-wea N "M m. x.�vwRxb •.^ ^• •+wl Aa y° x N^-® vs STREET' CONSTRUCT] LENNAR REFI.F.CTIONS AT TAKE RQ.tiY 2ND ADDN. )0 �P 13 �He�eNr. aQi 551ID vo,o,ea� w. Lmw p,tma.16�v bNe Wx Da LR pwe XNp11 „y 935 FAST NAY]ATA 9UUIEVAND WAMTA A@JHFSOTA 55MU CIUNIL.SSPN. NNWESOTA SCANNED NOV 1 2011 s N. am rn 4 .,. wbv .n 1YP1LK o in'ERSECTCN +' p S_PIAX MEw •L iCP LAYER RdpLED J- TE EOMI CEiNL b� Sssln W'w. F. Y-ISS frI ,.TAM RAIIFwRRT T Mµx wi,f wAIERTpi ® uANnaE - ^TEfmL PIONEEReneneering 242S EnTr n. hive uou n�n� (651)UI-1914 Mrnba NnMu, Mli 551A FSN1-WIS w�.pvmeq.mm alTrles x4u°un �f cc«CRE1E TXRusr ® BLCG(MG FFAwc MP.NIYEM art e. 100$ YInWY FEET C KSTPNN PIPE Rc 'E p EA SIDE W WAIL FM W M-E IRON Pi=E Mifw4 rwrY 1➢4TR T tt va°wxc YI°IMR i A4 6 MMYD F q.KMrVK 53 NOFAZ M .Yt Oftl 4M. LR N]42 W Ml BflOi 01=05=005 i00 e©anmuoom000m o ©amo©©m©aaomv a�nnmmnom©onmm mov©000mv000v m ommoommoommm a�nmooummmomm© ®nmmsamm©mmmmo am©mrmmmm®ommm cram®©mmm©mmaamm aFamommmm©mmoom a9mmmmm©m®momrm °v inrsr w�ivr w�x�ro �a-�s �� � o�ar.w,mM r vamr x a us W,f I "AINW PIPE fffffff erxr.>„c rcn.xnWxl "" n roll 1Mir f' IFI 'APPEP n 1 1�9WVRAMI i1CP� - PLLWEn r�-- J— aF"AP Y�'F`ia .sT.a9—.NixTs x9 w. �mo T«r„ f uR � RLEED ® [IETAIL ` IWS T :x.rmn� SSx TARP SEWER SERNCE CpxECTIGx DETAIL MIT IDg as a�arsm.wlrr.ra a.. rtIT—, aawa.w fam Hammes nrtr CIF (PICK $NOTARY ® sExnF sExwa _ _ xc xnunuf.T "` zWl tir...4 SIT �rAS n�,.oRoa ti I �rrev:nwr. n m o rt �L®If I 4HME CASTING A4- (CASTING AV- � Y ADusnxc DETAIL . �_e...n�e�� O�xC LVunlprr LfAARNpr T- A gg: %A i igep S. 5 Ya ( WIWx i 9R° m1f —A NYTFDRANT ® MSALLIICN p;wFFfixc CEYMIIFnT "` 1WA b € mrtr r�e �rqw u��y rr.0 A+r 4_r'i°iu�ri ei �yi �r Ids �u n^. x�voi s s fan r� ��mmnL n.�aa c.n nvemwnopfa� WIIf SANITARY XRNCE MYR ('PEAMR TNAM Is' DEEP) 4c MPATP4 " zWx WRf PIPE REDEINC ® N PWR sa_s 22EI CITY DETAILS A Same I In TllL WATER ® $ERNCE OSSEpMG IXMr11fNl �` ICpS �wR^ rya na)� �f STANIDARD ® YAHXIXE - nL. I I uar nrF �+�� 1� �yMrdxn ad u�i,Fim n�in a aw.µMw _ nnwMrnr �n a �r ®f PK ®DNG Ix WES GpCO f' RCP . IW x¢Euw �"` 2X2 Is T- .n . _,..._ ... w A` imp � Ynmmm ` _m A. — I. yllf TWIG.. wTE vuY£ > G BO% Rl5TN1AlIIX1 v '" I WIIf I PIPE BEDDING IBEODINGG ®�ff i0R GVG PIPE IM' xGMM'NF1n G WN➢ __fM 1�2203 1 WIISHISITT;.0 REFLECTIONS AT LAKE RLLEY 2ND ADDN. 11 13 CIUNNA W. MUDRmTA 1 SCANNED MIWIYI YBN $MI YrtR MTN WAI .. / STpY $ENEA a�� CROSSRIC ISM �UON A-AA-n MIf RB ® 'JCnp ?ASIx we AT SII PATpING AT YANMC(E$ CY MOM GAr V= (BITZWS) 'ma PI&NEERenenee?ing zanE�m..,,�,� �.,..r.��.. 6511w�-Ml )few.{ ,M1 M 551-0 Fss: 6A1HfEe w%aevm8 mm l a�Aw� n C 2� one—rY �ti 1T— LI WIN TWICAI NTBI ® ANO WTTFx vumwc duxFxT 52GJ MirStpY SEMfA CAC "A MIME 2' % 3' RECTANPM1M ��....ne� uim.xc oEP.-IrxT "" nei wr s�4 A wm.. `m`w'.0 • .m.....r �' �ms ® PV R^ C�0 SECMN Ni�6Lse® �aa.s_—. 1 0If TYPICAL NRa ® m.s E'ultOwc Ywrxcxr m` -Z 4 wow mww a. r. Vh�Nw~ pu wr�, m 1vPKAL 1' pAYE1ER f' Gfl?I BA9N YA1lglE rumsc T4MIIdT "" .3wz e � r •• • " oQelL.e-� t\ Cp1R� -',rsE A7EA5 Y'JA%Ix[� 1'"19 r� aaf✓s m. Nx ammAf/s lz�-<a kwl SLNOARO NLDE-SAC .u� w ua s cm. au�.u. low �f f� -X- ax-of-s.Ac F» u`+/wnvrt 5n. w- z- Mir CATp MA ® 2Y pM.E1ER - Ylomsc To ` 51. ..rpwxw �+r. r-.s aar Mir ppma4 [fIM11FW " 52C: �0 a�x I I v 01f S.EET IN E cT l ® CZEIE VALL WT wamwc rt(wnVM 53'E pl.x sue. w.�....,.. ... scram `Gip Of Bw9x YA YI E ® YIIN $UYP a+afRxG f6/wwrt �` SIW ® PAidING B1WINW5 - - w M/AxgT ` 5202A rjr.-- W-- •P y� f RE o NA_ EINMInWS pl.E-A, ErviRnNCES fffa %nlx /No w1NWi NRBS [..[Ewc Rwxxu� r 52W SCANNED im>Fs ou 90EW.AUt CURB DETAIL TRENCH DETAIL TRENCH DETAIL o°o 0 y � WEf tt CAL SUMP PVNP ® oRAln CpNNEcn. Uvadwc rcnunwA'T "` 5235 L ...r ...... rrr Of TYPICI.L ®fair BARRICADE owNnwim 152� PI$NEEReneneering 2622 Enap,a Dnn v4 �..n.nu 1651)U1191{ MmH� HeigM1es. N!: 551ID Fss:681AN8 L .J wx xEy 6 wwvxu nAw Euv Pmlf a_ PEDESTRIAN ff� WRB RARP wP.M11LVf " 52T5 and Ad �f NDUSE SLr/� Vjp�A�p PUMP ",,NECTVN u�WYII DETAIL ", m smn & Hill I 912 T� *� _ �m mlf smEET un ® IRAFflC 9GN INSTAWT°N " [wNroaE CEPNNdf �" 53T) call ® I EICN�G 1 V Cffg Q� I BASE DETAI ` 53W [Nlnrl¢ew OVWnuGT n°� SNl NOV 1 `� 2011 9EE_OEL,E E Elf r we-wRVACE f� pRRINnIE 5232 SIREETJGHT SERNCE CABINET ^wc mAvndT �" 5242 MIN SERNEE CA9NEt rouxoA. Damn<rcvAa�Ne ` SN5 W�P s,WwAn 11m11 SCANNED EXSfRIG PROPOSED FUTURE OESCRIPIW)N SURMOUNTABLE CURB • GUTTER O • • SANITARY MANHOLE B-STYLE CURB k GUTTER ---- ENSUING SANITARY SEWER RIBBON CURB k GLITTER PROPOSED SANITARY SEWER — — — M IIIIIIIII M PHASE UNE —> )— FUTURE SANITARY SEWER ------------ EASEMENT LINE .viP. HYDRANT --- -- EXISTING 2' CONTOUR UNE DG N H GATE VALVE --- --- EXISTING 10' CONTOUR UNE D N W REDUCER PROPOSED 2' CONTOUR LINE -------I— EXISTING WATERMAIN PROPOSED 10' CONTOUR LINE —I--------- I— PROPOSED WATERMAIN a!!r*FE_ POND OUTLET UNE —I I FUTURE WATERMAIN ---= =�---- POND HIGH WATER UNE O) • CATCH BASIN PROPOSED SPOT ELEVATION 0 • • BEEHIVE ♦r►y EMERGENCY OVERROW 0 • • STORM MANHOLE — DELINEATED WETLAND UNE D ► ► FLARED END SECTION FEMA ROOD"N BOUNDARY • • • CONTROL STURCTURE • ............... . STANDARD EROSION CONTROL ----- --- >r-- EXISTING STORM SEWN HEAW-DUTY EROSON CONTROL —)►—m— PROPOSED STORM SFWR ' ' - ' MEE FENCE FUTURE STORM SEWER - RETAINING WALL PISNEERepwi>ming �anm 24M F� Dolit f65I)AII-M,l temprr� avuv N.epy.x4 Ns Fav 681A198 Menlo llvpv. MN sslro , ,M„�mF� vaery lmetnn�na�repm r N .m m.au.. ame:atr® Irsla o.. Ir ld 1E 1 , �L L 4 K3 I IR 11T 4 dWI 15 � '� I I, _ � I I v EOF. —� a �,- , LEGEND O CONSERVATION AREA SIGN WETLAND BUFFER SGN EX. CULVERT —en EX. OVERHEAD UTIUW LINES EX. UNDERGROUND MLENSION LINE - ---- EX UNDERGROUND TELEPHONE UNE EX. UNDERGROUND FIBER OPTIC UNE —•e_ EX. UNDERGROUND ELECTRIC LINE EX. UNDERGROUND GAS LINE — X EX FENCE (BARBED WRE) —I—,— EX. FENCE (CHAIN LINK) EX. FENCE (WOW) • EX CAST IRON MONUMENT • EX ELECTRIC BOX o- EX. RAG POLE • EX. NATURAL GAS METER ^ EX HAND HOLE • EX. FOUND IRON PIPE EX. JUDICIAL LAND MARK I AI I I a 29 ill 01 1 II / Xr In 3 I I / _ _—\ •4/ .ark i r 31 /► `WATER QUALITY BASIN 100 NWL-8]1.00 HWl-8T3.22 WET WE.-Z654tACFT STORAGE WL-1.991.9E-1CiT AREA OF DRAINAGE-10.2I8AC N AREA W.-O.gIBAC E' EX UGHT POLE 6 EX PA NAIL EX URUTY POLE = EX. LAWN SPRINKLER VALVE T' EX LAWN SPRINKLER HEAD EX SEMAPHORE EX. SERVICE • EX. TELEPHONE BOX R D. TEST HOLE a EX TREVSON BOX EX WATER KILL EX MONITORING WELL 9 EX MAILBOX 0 EL CONTROL PONT FJL SPIKE Ex SIGN EX OiANOLIT ixa•.] EX SIGNIFICANT TREE WETLAND BUFFER / SETBACK TO WETUWD BUFFER ONR-10-213W MANAGE 2 W O i0' BUFFER 30' SETBACK TO BUFFER W 1LEr-B83.50 �vYYWI EX TREE UNE EX GRAVEL SURFACE EX BITUMINOUS SURFACE "�•'. EX CONCRETE SURFACE TOP RI SELECT BACKFlLL MAT OTIA GRAVEL COINSL ENTRANCE fry i %%1MR% NOV 14 2P' NOTE 1. CONTEA RR MNSIBLEMR�A GEROSION ANDSEDD&EN[TC'ON OLME,NSURF-SMILEKONSI 403 AND CONTARlIED W THE SrN1W FOR TEES PROJECT. SETEACRS SHOREfAND ZONBiG RLM ZONING Front. FoIa: Garage faundvim m RAW =25 Crnage fouMvim m R- WW 725 HoINe foundation to R-0 W =25 Houu foundation m R-0 =25 SW 5'-Garage 10-RuddM SWe=5'G.vage 10-Bulking R,-25' Rev-25' Min plea: Lyme Blvd=dl' IXAArca=I5.00DSF Min Ama: Lot W'idN: Ent Area =9.000 SF I Width 9- '@Front Setbvk IAtWWN: Max Impervious Cavemg,25% W WidN =65' @ Front SNback I-o e r Opening 1.5' above Max Impervious Croeo 35% Emergency Overflow (E.OF) U. Opening 1.5' above E nergro:y Ovrrf o. (E.OF) 0�00 GRAPHIC SCAIE IN FEET „otl,.mitaow SCANNED 1, - /•-- .� i .�=�920�� � �� �'— pl��/i��//i//i � � — It -- �� /�'���eA1 % / I I I I I I I \/\ \a��� � J. �� __ I , �// •i/' � a9�2 9' ' ���, 71rD — -zoo \\ T - •,, , l J Y It. lf Ill /✓\ i l �- J a w w t o I SH T 1 PIZNEERe?�Oneen,g Mehra lk�glxs.M1A 331ID Faa_fd1A188 wv.pmmmem L _ ly V TIP 1 F,- /I 9 o n o GRAPHIC SCALE IN FELT SCANNED LEGEND e CATCH BASIN INLET PROTECTION TO BE INSTALLED APTER 1ST LIFT OF BINMINOIS. r CATCH BASIN INLET PROTECTON TO BEINSTALED MTH CATCH I BASIN GRATE. A A Ac •� �� A �� AA \ NOV 1 LUIf •........... PERIMETER EROSION CONTRA FENCE.�- INSATl BEFORE START OF ORADNG \ %l - / �•! 1. �� �l \`, \\ \ HEAVY DUTY EROSION CONTROL FENCE. INSTALL BEFORE START OF GRADING SECONDARY EROSION CONTROL FENCE- ; TO BE INSTALLED M HalRS AfIER 1 "\ \�� \ \ •�°`� ��._„° \3 COMPLETION Q ONGRADING�,p ` aeeee� SECONDARY EROSION CONTROL FENCE. Ap R TO BE INSTALLED AFTER COMPLETON OF SIDEWAR CONSTRUCTION. y `TILL IA A V A MNDOT CAT 3 EROSION CONTROL BLANKET. A i 1A1 A �A� l f A y - A Vi_ i• A, O �, IOR BEFORE 1ST RAINFA LLENENT GRADING SR RST ,y`I�1 \ �-`\�\\ "� . \ \:' �\ •\� / \�. \ MNDOT CAT ♦ 110000 FIBER NV YS EROSION CONTROL BLANKET INSTALL WITHIN J DAYS OF GRADING COMPLETION OR BEFORE 11T RAINFALL EVENT WHICHEi,ER IS FIRST ROCK CONSTRUCTION ENTRANCE INSAT.L BEFORE START O GRADING M STRAW BIO INSTALL WITHIN T DAYS OF GRACING CONPLETON OR BEFORE 1ST RAINFALL EVENT YMK]NEVER IS FIRST OUTLOT A ROCR BERM .A�� INSTALL'MTHIN T DAYS OF GRACING COMPLETION OR BEFORE 15T RAINFALL EVENT WHICHEVER IS FRST ���y� �� �i\11 / ♦ q ���� �� i -�� ® TEMPORARY SEDIMENTATION BASIN W/OUTLET a- d DO NOT OSTIRB AREAS C of 1�L�A�14yVv1 F'I ----a— TEMPORARY DRAINAGE SWALE 1 \`\�, \ q I 1 ! F I' 1 j \ j y ' LI t ! OUTLO 9 yi 4 l i c 1 Y •,IL ;' �,1, '•( TEMPORARY Pan OJ L TmokA PI$NII:Renenee?mi„g 50 W 2W GRAPHIC SCALE IN FEET ;tIIFnep�¢Rive 1651)Ul-19H \ICNYalbdu,, MN 551P Fv: Q1. .rv.piaruenNmm SCANNED TEMPORARY SEm SMALL BE DONE IN AGCO CW951WG OF: • MMIX 150 O �0 1B5. PER • N. UL(01 SHALL BE MNWT T1 APPROVED EOUAL AND OSR AL. INSTALLED i0 MWIMUA AREA DISTURBED. • TYPE 1 ETDRnuzrn, 10-10-20 ® PERMANENT TURF (XF-. ON SMA LL 8E DONI h AN CONSISTINGG DP: MNOOT MIXTURE 250 AT 75 PO • MULCH SMALL BE MNWT T1 APPROKD EWAL AND DISK EWAL, INSTALLED TO MWIMUA AREA DISTURBED. • TYPE D N:RTtt =. 22-5-TO fi WEOAL SEED AREA RESTORATIW SH BE 2575 S W76. CDNSSTNG OF: BW 3 261 O N.5 POUNDS • MULOI SHALL BE MNWT n APPROK EWAL AND DISK EWAL INSTALLED TO MWIMUA AREA DISTURBED. • TYPE 1 FERTIU E. 1p 10-20 PISNEEReneneer;ng �F eP�k NINwm • �6511681-19U Nmdoa 14i91u, 551Fss:691-9{98 wv.pwvamg mm :oo v GRAPHIC SCALE Di FEET SCANNED ;n�u ar 's: f am— r a• lea. xx,�noa Ix.SA �nl�g.* 1YSf $T ® FENCE esa[uuc ovNneENr �` 51C0 lug ® I I.fEPER wrM =TT qia C,EOL WTN f./ vrxwlc mrnevr "` z PMNEERe;neeH>,g 2422E. =Dnr,n•@• .,•, •xeA..N, ,N6511681-I9IA NeMOIa neiEFu, MNS51ID F-691 g w .vw.Pwrcer_9— ma ® EHIRAMCEANCE 5301 IEY Z5 A $EpYENT }RPP zs Aoss aR LEs ® Mi101!<RvvI1 , ` 5wo lOwfM RM xiuS➢ w 6 NR. CVRaN M M fOX W _ Y91LIY16 MQDELOCG23 CATa RA9N ® ¢DIYENT MAP ... flIWE@x'. tt➢IwNEM ~` 5302A Y�hA le,PV oax�.NP.S sm �"., mIf soo ® PucEmNr oewnLM 5303 _� q�Jx aNma o,s �rnra 611Li: i'A14t0.... aTr'"fir . zrw eu r i4'x e . pr. Ad mIf ER090N CONniDL Ftlt ® INgNWAL LOTS (TW.j 8 PROJECT NAME PULEcr ��•Islal AL seo.�sax x� cw.An 6. rtw.TTm mNsnxNVln Hums-.w-Im S:my ABSIXY,LL„ PP ACNC OE' of 00 ¢°Xw ai IYTsor I NwISw 6 nu M1¢Iz LAT z NA, . Au mnmLcml wm..¢i a NA a.Qaum .m `..nL . LL�S�,oN,SAP•SIX oEVFO ♦Or SGNT n LNwItVNc RyANnNxr ' S3" ERO9ON CONTROL PLAN .. INDIVIDJAL LOM M1TN SWAIE DRAIIIn� LOT \ \ 1 \ LOT�xxAfE Sva SHIAM1I a ew m..as wei mr wren ri...a/..n wu y Elf • "ERGSDN C M% PON INpNWAL LOr wM ® SwALE OR.VNAGE `50D cd.aoa a T Ut �6 m nm olw r NAME x 5 % '� A• 5ih Fxbnc 51reve per D mixpttial 39 govulon 3886 LH��� %d5Y TA.OD. IPax I2 s,w aTa ISYs San rA51SSSI srArow InAs NA CIIf FLARED END SEDwENT 1RAP ® ROCI( WIR/WATTLE Rp1 DgxEP.I: INYW1Ypr e1` SSD]F ar M7 I= ((IjjI II SCANNED 11- TYPICAL POND SECTION 3 BERM 4, y TA le 10.1 3 O TO BOTTM INSTALL MNDOT CATAGMY 2 vMlEs EAOSW CONTROL BUNNEi ON DITCH POPES k 2ERM 65' NAME OSED EEI GRATE ,EASING MAYS NLECT BA RTAI �\ /� ONT CF SUEBRUME EXCAVATOR YAIEAK S[1 BANFILL ��{ CCAMACTED SCULL WTERIK _ AU \ ly.-NEWN DIKE PW� \ _ NGfS1ECT ]aG xOR-SELECT BACYFSL MATERIAL SARNI YAIFMK XE COHPKIED PAGANO, .At. &NWYL - IL'— BOTTOM CE STAR£ MAEERIK SUBGRADE CORRECTION DETAIL NO SCALE DRAINAGE & UTILITY [r V, EASEMENT O I FLOCK NO, LOWEST OPENING ELEVATON LOT NO. LOWEST BOOR E EVATON I HOUSE TYPES R —RAMBLER OR Sl`UT GROUND ELEVATION I LO —RAMBLER LOOKOUT O BUILDING I ENTRY RWALKOUT —RAMBLER WALKOUT WALKOUT RECOMMENDED LO SO y0—SIDE LOOKOUT GARAGE SIDE I SWO —SIDE WALKOUT I FINISHED ELEVATION I I O LOT CORNER STREET LOT INFORMATION (TYPICAL SECTION NOT TO SCALE) pxO4 m WARE _ SMFT MLiTE FUN N �: OS D.E B .3 3 WiVuezill d•I THESIZE OF EACH, lu (VIBRATION wL BE DEM ED BY THE W.Wtlll' GE SOL IMPORT. EMI PHASE WILL COMSBT OF THE (PACING SEWOWE WTfED BELOR d 1. CEETRMNE BUT OF FILL AREA RASE➢ OR AV.W¢E YJL 1 Ixsrµy ROPt OMSTROCRd ENTRANCE 3 INSTALL PEWYETR 3pYpT CONTROL CENCSS (AT FENCE). F. STRIP TURI STOCKPILE AND STADIUM W SOLI FOR FUTURE NREAUXG S M TEYPORMY SEDIMENT BASH. GAIN TO BE NEWS OF/ACRE OF AREA STRIRFA OLEAN IISP SAIN ONCE BOB FOUL B. LL ASM DILL BE TESTED Fd SUITAMB TY FOR FILL, PER THE RGRROW m RE.. PROTWA FWOR TO BEING BROUGHT WSM T. AL_ SOUS GULL BE COMPACTED PER ME BLWROW PIT RECLAMATION PMG1KCO. B YANTAN MANAGE WRING GRADING OPERATION TO TEWONRY 9AWNT BASIL 9. COMPLETE BEE CRASKS PER Tar. 10. IMPREAD TGPSOL MWNTNN A MINIMUM OF A" CEPM it. MINTAIN DRUH. L£ To TEMP SEGMENT BASH UNTIL MEAT PHASE BEGINS 12. SONAR DENUDED AREAS MO SToCKYN S NMN TIME FNaE LKTFD N EM]9O1 WEMSEMS PRMEKFS DESfHBLItl1E5 1. GENOWNRP TO AMM TO AUL IEOREN n OF M 1NESOTA POWTMYI COIIRq A22I P"LS, P .. INCLUDING THE RE IAREMENT TO w4E THE AREA DISSIED BY GRADING AT MY (WEx ME AND ED NNEE FARE RESTORATION THE TEE KE BY ME P THEIR COfLLTRW GF 2 A COPY GF PIECE RNAa MUST E OR TE TB St. IRHE`FR CONSTRUCTION 6 N PRWKS a EFB REFER TO EROBd AND SB.E.VT CON. FRACTGES EFWFD N ME WCA FRDTECTNG MATER OUAUIr M 0. AREAS AM M YINESOTA ONSTRUE OW SIT: EAOBLR AND SEDIMENT CREME RAdWG HANCBCN. A ALL EROed AND SEDIMENT CONTRA FACHI ES (BYP•S) NALL BE NSTAUID AM) N OPERATION PATER TO NO MRPJRBAYCF ACTMTES ON SORE N09CONTROLS EACH AS CHECK DONS AND OR BLT TOROS MAY BEWSTALLID AS GRADING OCCURS INTHE NEOM AREA THEY N.LLL BEMANWxm UNTIL CONSTRUCTUM IS CORSETED AND THE PONMTK FM EMMON HAS PASSED. 1 THE 01PY NPNI OR ME PLANS DE THE YNNY RED RVWENTS FOR THE MTCNA. SEE CORP. AS CONSTRUCTOR PRO ESSIS AND, IINESECTED M EEAENK CWHOMNS MCTAIE THE PERMTTEE SHALL MTCDATE THAT MORE SHE'S MLL E EGEI TO FNSRE ODNR ND SEOYNT CONTROL OR THE SITE ORED THE C UBSE or GOKINICTN. R 6 THE IE9d5ElTY OF ME KRYITLE TO ADDRESS NR HERE COHTO6 THAT WY E OEAhD BY CNSINEIICx ACTMTES KD/N CREAM EWIITS KD to NIOAVE AOOTNK MOPS OhR HD AABOVE NE .1....KOIBEIHn EIDNH OR THEPLANS TNT WAY K PR NEEDED TO INCE OFECEW NNTECTd GF WO M ND SE RESOIILES E 41 TREES NOT USTEO FM NEWOvAL SIKL E PROTECTED. W HOT OPERATE EO6HR IT M11N RE URP ONE. ROUT ZOOS ORNTIN FREE NpTECTd FORGE NEAS T. RIHEY4R POSE. PPE4BYE ME EASING TMEES MASS AND OTER NE(ETATNE CDSFB TO IHP RIOT MNGFF. E OPERATE MAC( EQUIPMENT COIDI) UP AND DOWN EXPOSED SEA !UMS ON FWK PASS, TENNIS TRACK MOONES PERPENDEVLM TO ME BCPE W MOT BAN- MADE LEAK A SURI ROUGH T) MINIMIZE ER09N, E. TEMPORARY SEES SMALL E DONE N ACCORDANCE TO MADOT M75 s Y).: CNSSENG OF: YMDOT YIM 1. O AO SIBS PER ACRE OR N9ROWD EWK Iµ. SHALL E YNMOT TONE ] O 2 TONS PER ACE ORIPFROKD EWAL ME O9t NCRED PLAE OR APPROVED K INSTALLED TO MINIMUM OFSIRE WKMK ME SURFACE AREA dST . U • TYPE 1 FEAT., 10-IU-2G O 11D L6 PN ACE IT PERMANENT TURF RESTOATOR SHALL E MORE N WOMMUNCE MM IIVUOT 257E ! YJT CN9sNG OR YNOT NATURE 2W AT n POEDS PER POE. MALL 9WL K MDH TAPE 5 O 2 106 PER AM M APPROVED EWK AND DBE MIND® IN NAPE N APPPOAfD EWK WSTWEID EO MYN 53 WKR.AK OFME91I AREA ESTRED,MM1OI AT NO IT NNHGARE MM GfG MOYA. TYPE ] FFRTUIIR. N2-110 R®P.IN E EEO LESS PER POE. It. TUMB AT SI M STENN, AID/OI MHE LOCATED ON M . SHALL. E Y0ED MD AK M ER09OI COME. OMRNH TYPE 5 1W IID OR WAY BE MHMH03RE0 MM TAO]FER YNN, 11 TE ONMKIM GI EEDK NOT SPINS MO SCYdT H M.E0 MTO OBSTN STEEIE AND PAYED MESS 11 W BIDMN DUST BECOMES A NUIPAI ME CONTRACTOR SMALL .APPLY WATN FIRM A FARM TWIN To ALL CORSTRUCTN AREAS A NNW 7 DAYS OF GCYPEN OF THE SEE N.AKRG GFERATNS ME NTK SEE (EXCEPT RMNL ORAYS) MHAW R➢R SEEING M D AENNN SILT AT FORSa u INSTAINSTALLEDSTA 1 ARPM . PONDS IS NL TEMPORARY EROSGM AND SOLHRT CORTRI YFA911E5 sH/1L K PBCPG1.7 O4G/3D OF rnN MINTY (n) DAYS srMRIZATYYI 6 AdfKD M AF1FR ME TEIYRY R.A.SNES NI C051MICTRI ACTMTT 12gP1F]pTS A FMHbI IKVMTd _ 1. NE fOORILM BAL IMPLEMENT OURBI GAOL PRAWNS. `TQTAIM SIPPER ETRPS NtldZ01TK 9.WE BRUMI YO 0. CU6l RUC1RN PRACTCES THAT WHIAGE PROTON. 11E LDCANK 6 LAGS ROT TI K bSDAET MUST BE CFLHFATEO (EC. WN MLS, STANFg SHOWS SLT N I ElG) GM THE SEWSoM1ENT S TE &SOME MO ( DEPxS L ALL f]POBD WE AREAS WIN 3W FEET CE A SURFACE RAM R ANY STONWATER COWWWRCE SYBEY INCH IS CCMECRO 10 A SURFACEWATER MI BE STABOGED NTNIN T DAYS (SEMET MAN S..l SLOPES). IA- SAIS flat TD SI GOURDS), M 21 DAYS ^MTIEX MAN ID.1). THESE MER SS WUCE POOL SIDE ROPER N EXPOSED SOL AREAS M POBTNE 4EPE TD A WI® AND GUTTER MI S1 SEYETR MAI DRAINAGE MICH. OR OTHER SYSTEM TNT DBNNKFS TO A SURFACE WATER. 1 ME WORK RTWS R,B, ER OR MY LWAWAGE OTCN MOST BE $TAB . NTN WS VIEK FEET FROM TIE MCHRIY UNE. OR FROM ME PONT OF OSOVAGE TO AKY SIRI INTER (MIN 24 GUNS CF CdNECTNG TO A SURFACE WATER). A PEE W11E15 MOLT BE MIAMI MM IAFORARY. OR PERMANENT FMN.Y O59PATM MnN a REPS CP CONNECTION TO A 9%AO: INTER S. G 1. SILENT WARD. CRAG. MUST YNYIE SEDIMENT ENE. SURFACE WATERS OTOES MD SEDIMENT BASH KOYE SEDIMENT C01TRO PRACTICES MILE AS IPPRWBAW FOR SITS 0.MIRNS F WAR SRI SYSNN 5 OSERUyNAD. ACOTIWK WPKE WWACTEB MOLT BE R6fADID. AMID ME SWIPP OUST BE AMENDED THE N.VL E IN U1MO91 BfFE Moo M GREATER MM IS FEET FOR SCPES MM A IPADE OF YI OR STIDEM1 sIEES WAY E 9RO2N MM AT KNC£ BEER DEN DAYS OYP(KT SHARES, W OTHER APNROhD WENH)S ADI AS BROWN N TM EPo9M CNERQ RAN. 243MYFNT CONTROL MACTCES MUST E ESTAELTNE0 M OOWMACE PERIMETERS W— POUE LAND DISTURBING AwMTES EOM. ]. ME THING OF SUPREME CONTROL PRACICES MAY E APDSIEO TO ACCOMMODATE SHORT TRY A.YIEC T.... NUE PRACTICES MUST K WSTAUED SOME THE EYT PREORTATM EVENT EWN IF ME ACTNTY IS HOT COMPLETE A CONTRACTOR MUST PROTECT ALL STORM MAIN INLETS BY IPPROPPATE BM`Y WRNS CONSTRUCTOR O.M. ALL SOURCES YM POTENTK FOR USER. TO THE NEl WARE BRR STAB.. SIO 1 STOCKPILES IT NAME AT FENCE NNOIN THE PONE ER OF ME BAE N ME ST. MIT CMME E RACED N SURFACE WAFERS, ROUGING STUN WATER CMKYNHEI 9UO1 M or. AND CUTER SYSTEMS N CONRR M O1OES E (YNTwCRN OUST IT. TFIPMAPY (M PEFWANDM $EENalld . WHOW TM N MORE ACRES OF rysnRED SOL MAN TD A CONOM LO:.ANN AN/tll AS IRON M ME EROBM CMMa " C. XNATERING 1, "A�G OR MY TYPE OF %REAM MANAGE LADEN DISCHARGE WATER MUST To USdMODO MATKANAED SEDIMENT BAS ON MAY HAVE . OR THE MAGI 97 THOW. POSBTLE. F TE NATET .1 E dEOLMED TT A BARN PRIOR TO MMNG ME SURFACE WA ER, IT MUST E TEAES) MM THE APPROPRIATE LANs SUCH MAT ME OSdMCE DES HOT MKNElY AFFECT THE KELNG WATp M WWMSTREYL LMILOMIERS. ME CCNERACTN MUST NIUK THAT OI(]1AAE PONES AK AEWATFTY PROTECTED FROM EROSM MD SCOUR. ME DISCHARGE MOST E fe. OVER NATURAL RUN IUP RAP. SAND RAGS. PLASTIC SNEETWG M REELER ACCEPTED MERGE OBBPAMN EASURM 2 ALL WATER FROM EWAINWO MOST E OSCHAMED W A YMHN MAT GOES NOT CAUSE NUISANCE CdOMNS, ERGAM, N MIAM %Y! E REILNNS W9NG 9OliKY1T MOM6E IMPACT TU ME RETL AO. D. RmF�TINc .LAG YMxEN.1Irs 1 THE CONTRACTOR MST APPOINT SOMEONE To INSPECT THE CMS10.1XIN1 BETE ONCE EMERY EYEN GAYS WMNC N:TIK W5TNICTRN WHO WITHIN 2F HOURS AFTER A RMENL EANT OFO DIM TORN BOBINCHES NES IN N S HOURS. KL MB ECMRS MUST WEFENDED N INTNG AN KTNED ER Y. P.CA MP.OES KONFIHOS (Wort, LOJL JIN911CTM MAY KOIE A YOE FREWENT NIFAMK 6 E8EC.1 ) E Nn UMM gEN . M.uAm.sv u Aa Ne I. SOD R'AS1E MST SEIEa DERVD OTPN MP.CA KWNNHITS 2 MA2MgI1UE AMBAS MST E I. INS 090E➢ O PER YR.CA FEOMTMS I.. WA9NG O CMSERUCTM KUbB WI E UNTED TO A O AREA OF ME .l RUNDIE MUST E CM. ND WASTE PROPERLY ONCSD O. N NPxT KMEA.AD 6 ALLOMD M BTE. 25' 6 ' g'25 2 SETBACKS L"'MN wzI [SETBACK FINISHED SETS CK (MIN.) K FINISHED GRADE ! (MIN.) 85'Wid<Sinek FMlBY lu6 U SINGLE fitADE GRADING GRADE 3 FAMILY LOTS of GII LO GRADING MAX q R a n WO I GaTCH, fDINdation M R-0 W =25 EO' '^ 10, 6 6 10' 10• IwN:<PONdNIanDRaDW=25 5' m p.5' TOPSOIL 1 RE -SPREAD o Side=S'-GarAgelO'-Building HOLD DOWN _ 10' O 0.5' iOPSgL RE -SPREAD - N ` 10. O ITS' MISCI Rear-25' AND _ I RE -SPREAD ; DBn Alen: SET BACKS HOLD E�I^Iv=9.0DosF 26T HOLD L3.0' HOLD DO MN khlh tat][agw BASEMENT FLOOR OBI DOKOUT BASEMENT FLOOR DOWN BASEMENT FLOOR Ipuliddl Cc5' (TYPICAL SECTOR NOT TO SCALE) RAMBLER WALKOUT (TYPICAL SECTOR NOT TO SCALE) (TYPICAL SEGO O ON TO SCE) Sfax BuiMmg CovcL]gr25% in Shrmlalld Overlay FUTURE 65' SINGLE FAMILY LOTS HOLD DOWN AND SETBACKS PISNEEReneneeHng I.unrn.n AP `auE �iN �n� 16111651-ISU I�F'^MFdNPWA+PTmLg moKom HTI SAN 55120 Fssss t.M1i0Imm s^�MnEUPgvAe=.ewt YyN,N_ .. ..4mmNamlmYum e_A 4-ft" FINISHED GRADE ' �LOGRADING GRADEto EO' 0.5TOPSOILRE-SPREADAS T HOLDBASEMENDOWN LOOKOUT BASE (TYPICAL SECTION NOT TO SCALE) 4•u® m GRADING DETAILS BAS SETBACKS 65' Wide Sink Family ION liwY: GNage foundation to R-0 W -25 House iW Llduion to Ra W =25 Side=5'-GSFAV 10'-Building Rear-25' Min Arta: LE Arta-S.UDO SF la WEdtN: LoRwi,EII WA Building CMHE ge=J5% 25%in S USPEUR E Overlay REFLECTIONS AT LAKE RILEY 2ND ADDN. I G6 4F 6 SCANNED REFLECTIONS AT LAKE RILEY 2ND ADDITION KNOW ALL MEN BY MESE PRESENTS: That Klingelhutz Development Cwnpany, a Minnesota Corporation, fee owner of the fdlawing d .rpwd Aral situated a the County of Carver, State of Minnemta, to it: What D. REFLECTIONS AT LAKE THEY 1ST AVNTIOR, occoraing to the recared plat thereof. Carve County, Minnesota. Has caused the same to be surveyed and platted as REFLECTIONS AT LAKE RILEY 2ND AONTION and a.. heresy donate and dedicate to the public tar public use forever the public ways and the easements as shown an this plat far drainage and utility purposes arty. In shrikes whereof Reid KlingNhutz DeMapment Camper, 0 Minnesota Corporation has caused these presents to be ogled by its proper officer Ma _ day of 20_ min"hutz DeMapmet Company as STATE OF MINNESOTA COUNTY OF The fomgang insWmet was wknawledged before me this _day of 20� by as of Wingebutz Chawwwmet ComPary, a Norma la Cerebration, an btlwlf of said corporation, Notary Pudic, My Commission Eapires Count, Minnesota SURVEYOR'S CERTIFICATE I Tenet, Certify that I have sul-nal and platted the property deserted on this plat as REFLECTIONS AT LAKE RILEY 2ND ADOTION, that this pat as a omect representation of ore boundary surety. that all mare athnatiem Cote and lessor a orreclly designated on me plot, that all m arts depicon the plot Tm e abeOr will be certcuy set within we year ndicatet, a on me pithat aseats boundaries wesmS s ad t Is as armed in MS 31, Sub L 3, erisrag asth e e date of this mtificatie we gmm gown and Intel an e pal; ma tnat al publ"e ways are sTa tlx awn and looked ploL John C. Larson, Registered Land Surwe,cr Minnnoto Cease No, IM28 STATE OF MINNESOTA COUNTY OF The foregoing Sur Oyars Certificate by JOlm C. Larsm. Mieesota License Na_ 19828. was ocimasho M before me this _ day of 20 Notary Pudic. Ms Command. Expires CITY OF CHANHA SSEN RECEfVED NOV 1 4 2011 CHANHASSENaC_Ea_ Count, Mknesola CHANHASSEN. MINNESOTA PLAT FILE NO. C.R. DOC. NO. This plat of REFLECTIONS AT IAKE Fill 2ND ADDITION was W,p oved and accepted by the City County of the City of Chanamersn, Minnesota at a regular meeting thereof held this _ day of in is cM1nio plill with the prodsrr of Minna o1a Stotutes. Section 505.03. Subalmoon 2. All monuments will be set as day of N. specified by the City Cones and OS staled an this plot according to Minnesota Statutes Chapter 505. CITY COUNCIL OF THE CITY OF CHANHASSEN. MINNESOTA Mayor Oak COUNTY SURVEYgi, Carom County, Minnesota Pursuant to Chapter 395. Mnnesato Laws of IWI, this plat has been opal this _ day at 20_ By John E. Freanyer Carver County Surveyor COUNTY AUDITOR/TREASURER, Carom County. Minnesota I hereby cvEfy that toses pl in _ and Filer yarn hem been paid far land descnDed on die plat Dated this _ day or 20 Laurie Engdeo, Canty Audilar/Tremum COUNTY RECORDER, Carver County, Mimtesoto I hereby, celify that this plot of REFLECTIONS AT LAKE Rot Y 2ND ABOMON was fled this _ day of M—.t _.'dock —M. n Dedumet No. Mark Wrdge. County Recnder PMNEER,evng REFLECTIONS AT LAKE RILEY 2ND ADDITION v� 2 1 2 10-1-7 v'v ' z 1 N0. ' r' N WAY QF 15-tF1,41 v 1.3 c'NJ IA W A Y RIGNT ,I ,,� \`moo. �' 37 1, a H 1 0 RT A'(10N ' ,. I I a?, \ �. \ w1 1A�P - -i o 0 36 TRA ' �o It r M I r1 U N K OF v �=�"x♦rr9n 24 l a ��, g' \ "� 11 ^�A I r T R MENT :,9m_I I fi3 '' : \ 35 EPARj,j�y�° \; TA D NTn v � � d vana \ tss4---�-„ IxP%%/ \ v \♦ °Lyt^�' g �� M1Niv' 3°t,`rl--'' 11 23 lv _' 1� a °• 34 �\ e'� ,i- � _ CgKE 'd 25 o / \°{i :i '6 SS vu/ilp El 8\`♦; _.. cW"% D,WIT1 `>= - >� a-eam 'o. 1 r' 1 JS , r_ -___�� ru.Ry / W y♦ryaz I 't>,45.oisissS" 1 .'°o s,4 -I,. •''v''yr ^L.� 33rra'a-.� w•• 3 ,o°s e�.8 7 W,}} s IL----__ inn � ' �_sm�3s� -at i°e•°.y m�Ql �ln 26 ,E/ \\ �\'Lt C' t2 0 T, co 0 1� 11 8S%I•Y6'o r_________ /n �__-_______ J J0 ,b °�,r. roa T a �♦ n I 1 \ Al 32 � .M ry � .k -I yg21 z 3 OUTLLONT A i> unnr FAs T :y r__________.� r_________ it w%orAs �'e,W 6 y` la gl 10 1 . -13 r 1 Q I` as 20 yygau _ _______ 28 �o� 1 -dYS O S 58976Y5'E 220.03 5I8 I^n F 0! 9 J O=I U ------ o \ /\ N 8 4 Ji G Xi x=, L------1---11 FI 3 B Is Q a i� L IrFE4r-P __ tam J 3 r---------- 1D I I 2 IN r T5 I 1 z L Hm•.rmt__ 1. w J r -1 I Ix _- _ \\� /> $ I3 s A NBT46'21'E 141.86 1 R ss ma m ga \ a ♦♦ 60.00 --NBT46'21'E Vw p 141.86 ! 11 \ 56754' 11.54 ♦m°� /� - \\ DETAIL \ IO [ \\` \ 0 0 AVM \� W ��00 ;oba.i j \ \ ia.00 \ \1 E O A6999250 O � I w I ° mSn'I 1 a OUTLOT B 4' J Q •�_$251 wE __—LWy �x NANAGEEAND PS A. >` yy CV p o f s O 30 M1gJ s` ,gyps o` R 9MA 4fl f�' rppral 7>__ �,p• ({>/� � .A. \ mow /T I I \ v f 1 .ems /♦. \ `\ / \y \ \J 15'\ Q\ \ \4 ' 4 7.77.10 Ngp"3R•01'E 6 \ `'� Q A'bb Y 4' w m"Jmlm� scA IN FEET DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: ----1___J L___-L___. DNG 5 FEET IN MOO. AND ADJOINING SIDE )T LINES UNLESS OTHERWISE INDICATED, AND l FEET IN *ON AND ADJOINING RIGHT OF WAY NEE AND REAR LOT LINES UNLESS OTHERWSE DENOTES 1/2 INCH BY 14 INCH IRON NONIJIW4T ITT 0 AND MARKED BY LICENSE NO. 19826 WHICH WILL BE SET WNIN 1 YEAR OF RECORDING MIS FLAT. • DENOTES FOUND IRON MONUMENT. -e- DENOTES RESTRICTED RIGHT OF ACCESS ALL MONUMENTS REOUIRED BY MINNESOTA STATUTE, WHETHER SHOWN ON ME PLAT OR NOT, WILL BE SET WITHIN ONE YEAR OF TIE RECORDING DAIS OF THIS PUT. AND SHALL BE EVIDENCED BY A 1/2 INCH BY 14 INCH IRON RIM MANNED BY RLS 19828. FOR THE PURPOSES OF THIS PLAT. THE EAST LINE OF OUTLOT D. REFLECTIONS AT L E MIFY 1ST ADMTON. IS ASSUMED TO HAYS A BEARING OF MORMTH 0016'21' WEST. PIONEEReneneeri11g ]HLLI l I I OHLu] REFLECTIONS AT LAKE RILEY 2ND ADDITION AREA SKETCH AREA SUMMARY BLOCK 1=431,332 SF. (9.9020 AC.) BLOCK 2 =193,658 SF. (4,4459 AC.) TOTAL LOT AREA = 624,990 SF. (14.3479 AC.) TOTAL OUTLOT AREA=54,244 SF. (1.2453 AC.) TOTAL RIGHT—OF—WAY AREA=146.871 SF. (3.3717 AC.) TOTAL AREA = 826,105 SF. (18.9648 AC) 36 37 d 35 e, 24 om- 0. 23 34 o 25 �a 8 33 22 7 o,J1s 26 o2- 12 9 32 oNffi 21 OUTLOT A 27 n2o,.a 6 W a 2,as 10 r 11 a-ax 20 1 -IM. gym. 28 OUTLOT 9 5 11 19 29 ,a 10 a.>s... 4 12 r 1830 g o 13 3 17 3 n S O 31" y: 14 _ 2 nm� 16 O2•'°°` d'E3P 7 15 1 nay. .711 5 4 1—f 3 b 2 .11.1a nas.s m ao 0 SCAIE Oi FS61' W NW CORNER OF THE NW f n T v N^ 1/4 OF THE NE 1/4 T^;�` v✓�]�1�' r o rn 00 0 T-�1 N I N62_ - °43 2'E ��, r! `T n Tiv1E.1 r �� N` L-79 T n 111 n w 111 �^N sO {'1 lV I^ , `ti 40 rl:.... k........ r t^ A (' 1 PROPOSED TEMPORARY DRAINAGE AND UTILITY EASEMENT 200 100 0 200 Scale in Feet PROPOSED TEMPORARY DRAINAGE AND UTILITY EASEMENT n \` n, \ \ J T \ n � J i` A 50.00 foot wide temporary easement for drainage and utility purposes lying over, under and across Outlot D, REFLECTIONS AT LAKE RILEY 1ST ADDITION, according to the recorded plot thereof, Carver County, Minnesota.. The centerline of said 50.00 foot wide temporary easement is described as follows: Commencing at the northwest corner of the Northwest Quarter of the Northeast Quarter of Section 24, Township 116, Range 23, said Carver County; thence on an assumed bearing of South 00 degrees 12 minutes 46 seconds East, along the west line of said Northwest Quarter of the Northeast Quarter, a distance of 598.73 feet to the point of beginning of the centerline to be described; thence North 82 degrees 43 minutes 23 seconds East, a distance of 374.79 feet; thence South 10 degrees 20 minutes 30 seconds East, a distance of 588.54 feet; thence North 74 degrees 04 minutes 09 seconds East, a distance of 457.53 feet; thence North 79 degrees 45 minutes 57 seconds East, a distance of 409.99 feet to the east line of said Northwest Quarter of the Northeast Quarter, said centerline there terminating. The side lines of said easement shall be prolonged or shortened to terminate on said east line of the Northwest Quarter of the Northeast Quarter. « THIS SKETCH DOES NOT PURPORT TO SHOW THE EXISTENCE OR NONEXISTENCE OF ANY ENCROACHMENTS FROM OR ONTO THE HEREON DESCRIBED LAND, EASEMENTS OF RECORD OR UNRECORDED EASEMENTS WHICH AFFECT SAID LAND OR ANY IMPROVEMENTS TO SAID LAND. WE HEREBY CERTIFY TO LENNAR THAT THIS SURVEY, PLAN OR REPORT WAS PREPARED BY ME, OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA, DATED THIS 6TH DAY F OCTOBER, 2011. SIG PIONEER ENGINEE P.A. B Y: John C. Larson, Professional Land Surveyor Minnesota License No. 19828 PI�NEERengineering CIVILENDINEERS LANDPLANNERS LANDSURVEYDRS LANDSCAPE ARCHRECTS (651)681-1914 2422 Fnterprise Drive Fax: 681-9488 Mendota Heights, MN 55120 www.pioneereng.coTn Cad File: 110211005- TEMP DRAINAGE Description Sketch for. AND EA EMENTY I Folder #: 7296 LENNAR Drawn by: NJK scnraueo n1 r �V�� DTI J1.1 J 1I\ 1 1 V ✓ A r A ni CID Lj C] In 1 V IJ� A AIN yl-`� f- 1V111 y1 JI VV /� (1 1 I 11 \% l' 1-r \I\�C nl i .. NZ PE or,. • Cp P R VP v ORp1N .„....::::::::.......,_..... ZOr.. ':..:::. r:...... ..� 426 �...... ..':..:........ . P5 1 1go /fir.....✓' .. F- C] \ J C n \J \ J \ IJ= r' \ r < c' J A J \ L yl \ �.' PROPOSED DRAINAGE AND UTILITY EASEMENT TO BE VACATED 200 100 0 200 Scale in Feet PROPOSED LEGAL DESCRIPTION TO VACATE A DRAINAGE AND UTILITY EASEMENT PER DOCUMENT NUMBER 426459 All that part of the following described easement lying within Outlot D, REFLECTIONS AT LAKE RILEY 1ST ADDITION, according to the recorded plot thereof, Carver County, Minnesota. A 50 foot perpetual easement for drainage and utility purposes over, under and across the Northwest Quarter of the Northeast Quarter of Section 24, Township 116, Range 23, Carver County, Minnesota. The centerline of said 50 foot easement is described as follows: Commencing at the northwest corner of said Northwest Quarter of the Northeast Quarter; thence on on assumed bearing of South 00 degrees 12 minutes 46 seconds East, along the west line of said Northwest Quarter of the Northeast Quarter, a distance of 598.73 feet to the point of beginning of the centerline to be described; thence North 82 degrees '43 minutes 23 seconds East, a distance of 374.79 feet; thence South 10 degrees 20 minutes 30 seconds East, a distance of 588.54 feet; thence North 74 degrees 04 minutes 09 seconds East, a distance of 457.53 feet; thence North 79 degrees 45 minutes 57 seconds East, a distance of 409.99 feet to the east line of said Northwest Quarter of the Northeast Quarter, said centerline there terminating. The side lines of said 50 foot easement ore to be prolonged or shortened to terminate on said east and west lines of the Northwest Quarter of the Northeast Quarter. + THIS SKETCH DOES NOT PURPORT TO SHOW THE EXISTENCE OR NONEXISTENCE OF ANY ENCROACHMENTS FROM OR ONTO THE HEREON DESCRIBED LAND, EASEMENTS OF RECORD OR UNRECORDED EASEMENTS WHICH AFFECT SAID LAND OR ANY IMPROVEMENTS TO SAID LAND. WE HEREBY CERTIFY TO LENNAR THAT THIS SURVEY, PLAN OR REPORT WAS PREPARED BY ME, OR UNDER MY DIRECT SUPERVISION, AND THAT Al"DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA, DATED THIS 5TH DAY 0 CTOBER, 2011. SIGN IONEER ENGINEE . P.A. c BY: John C. Larson, Professional Land Surveyor Minnesota License No. 19828 Cad File: l 10211004- VACATE DRAINAGE '1 �i16:�" 1 V EER AND UTILITY w w engineering Description Sketch for. EASEMENT Folder #: 7296 CIVIL ENGINEERS LANDPLANNCRS LANDSURVEYORS LANDSCAPEARCHREQS T �Tj'j�T� Drawn by: N.TK (651)681-1914 L l�I1V 2422 Enterprise Drive Fax: 681-9488 Mendota Heights, MN 55120 www.pioneereng.com Sheet 1 _e 1 REFLECTIONS AT LAKE RILEY 2ND ADDITION v`7 KNOW ALL MEN BY THESE PRESENTS: That Klingelhutz Dewiopment Company. a Monastic Corporation, Me w oner, of the fall..., described property .;mated .the County of Carom. State of Mineola. to ail. Outml D. REFLECTIONS AT LAKE MLEY 1ST ADDITION, according to the recored plat thereof. C County. M.newta. Has caused the some to he survey d and patted as RER£C Ar EAKE RILEY 2ND A and aces her terrible and tetimfe to lM1e public for puhlie use foery Me pupla soya rut aamnls as Now Nia plat fp trao0, and utility purposes only. In vRnesa Mneof said KIin9Nhutz DeMapmml Camppny, a Minnesota lien h cousad Nese presentsto he signed by its prover officer this _ day of 20 om Mingelhulz De en0 Company STATE OF MINNESOTA • `s COUNTY OF The foregoing instrument was acmorrledged before me this day of 20� by as of Klingemutz Development Compon , a Unstable Corporation, on behdr or sob corporation. Net.,, Public County Minnesota My Commission Expires SURVEYOR'S CERTIFICATE I hereby certify that I hero wrroyed and platted the property desoribed on Nis plat as REFLECTIONS AT FAKE BUY 2N0 ADDmON, that this plot is a correct representation of me bauMmy carver that at mauvnatca data and lbbels per cor rectly designated on the Oat; MCI At monwrove depicted on the plat hero been or vat bon e correctly set within e year As indicated w In. oul: at all wall bmndmies and set lands As defined in US 5050f. S.hd. 3. existing as of the dale of this certification we shown and labeled on the plat: and that all p.Wic ways era Ah.vn and labeled An the plat. Jahn C. Larson, Registered Land Surw,ar Minnesota License No. 19828 STATE OF MIHNESOTA COUNTY OF Me foregoing Sur—,ar's Certificate by Jahn C. Larson, Ml—no.ta License No. 19820, ors m,..w edged before me this _ day of 20� Notary public, My Commission Expires County. Min ewta CHANHASSEN. MINNESOTA This plot of REFLECTIONS AT LAKE RILEY 2NO ADUTION A. apgeuM and accepted by the City Caused of Me City of Channafaen. Minnesota of o regular meeting thereof held Mid day of 20�and of in compliance with the Moral of Minew"dla Stalulea, Section 505.03, Subdiviaian 2. All monuments .11 he set be day of M— specifiN by the City Council and As slates be this gat According I. Mnnewta Smtuta Chapter 505, CITY CaNCR- OF THE CITY OF CHA MASSEN. MINNESOTA Cart COUNTY SURVEYOR, Carom County. Minnesota Pursuant to Chapter 395. Minnesota Laws of 1971. this plot has been approved this _ day of 20_ By. ,Hen E. Freamla Carver County Surveyor COUNTY AUDITOft/TREASURER, Carver County. Minna. la I hereby certify Met to.— wwiAA in and prior year. haw been b.W for land oast led inn Nis plat. Dated this day of 20 Laurie Engelen, County Auaitw/Treawrer COUNTY RECORDER, Carves County, Minnewtb 1 hereby certify that this plat of REFLECTONS AT LAKE RAFT 2ND AODITON .as tied this toy of 20—ot _ o'caus �M. as Dacument No. . Mart Lundgren. County Recorder PIONEEReng SCANNEDLL a' II 141.Sfi I' II pT'\'o cP I I11 v 4 \ 1 \\ DETAIL \ \� No SCrtE \ REFLECTIONS .R— N87'46'21'E 141.86 1 I AT LAKE RILEY 2ND, ADDITION OF CNAI:NASS= qF^cl� NOV 1 4 2011 C� PLAT FILE NO. C.R. DOC. NO. SCALE IN FEET DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: ----1----JL----1- iING 5 FEET IN 1MDTN. AND ADJOINING BIDE lT LINES UNLESS OTHERNISE INDICATED. ANC 1 FEET IN NIDTH AND ADJOINING RIGHT OF N= NES AND REAR LOT LINES UNLESS OINMW27_ DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET O AND MARKED BY LICENSE NO. IM28 NHICH WILL BE SET LNTHIN i YEAR OF RECORDING THIS `LT • DENOTES FOUND IRON MONUMENT. —A— DENOTES RESTRICTED RIGHT OF ACCESS ALL MONUMENTS REQUIRED BY MINNEWTA STATUTE. WETHER SHONN ON THIS PLAT OR NOT, N1LL BE SET NITHIN ONE YEAR O THE RECORDING DAIS OF THIS PUT, AND SHALL BE ENOENCED BY A 1/2 INCH BY 14 INCH IRON RPE MARKED BY RLS 1%28 FOR THE PURPOSES OF THIS RAT, THE EAST LINE O WEEDY D, BEFEECDONS AT IAJLE RILEY 1ST ADDIDON, IS ASSUMED TO HAW A REARING OF MORTHTH 0016'21- NEST. PIONEERene>Leering I'LLI L N I SHIIII SCANNED REFLECTIONS AT LAKE RILEY 2ND ADDITION AREA SKETCH AREA SUMMARY BLOCK 1=431,332 SF. (9.9020 AC.) BLOCK 2=193.658 SF. (4.4459 AC.) TOTAL LOT AREA = 624,990 SF. (14.3479 AC.) TOTAL OUTLOT AREA=54.244 SF. (1.2453 AC.) TOTAL RIGHT-OF-WAY AREA=146,871 SF. (3.3717 ACJ TOTAL AREA = 826,105 SF. (18,9648 AC.) 37 36 24 35 .r a 23 34 of .� 25 8 22 33 7 1-1 26 0,«7« 12 9 32 a,.a 21 OUTLOT A °v*°° a 27 o„b. 10 11 ..6. a 20 PM. $_ 28 ..��. OUTLOT B 5 11 19 29 10 a«4.. 4 12 18 9 30 0 13 3 17 a� e ...«� 3 aa.,.. 8 31 „..> 14 o s 2 .m r 16 15 5 4 3 dx = 2 a SCAIE IN E'EET SCANNED LEGEND EXISTING PROPOSED FUTURE DESCRIPTION REFLECTIONS AT LAKE RILEY 2ND ADDITION Q � ® SANITARY MANHOLE -------->---- ----> ---y— EXISTING SANITARY SEWER PROPOSED SANITARY SEWER GRADING,UTILITY AND STREET CONSTRUCTION PLANS CIRECEI4 2011N FUTURE SANITARYHYDRANT SEWER IJOV 34 011 x N H GATE VALVE ® REDUCER CHANHASSEN, MINNESOTA ----I—----I---- I— EXISTING WATERMAIN CHANHASSENPLAStNINGDEPT PROPOSED WATERMAIN FUTURE WATERMAIN a --Dn9a-T—X ® CATCH BASIN ® ® ® BEEHIVE ¢ Q • ® STORM MANHOLE _ �. scan g7 c D ® ® FLARED END SECTION R41t "zs a;« Marsh ® ® ® CONTROL STURCTURE d13 �_ t P! 29 c K EXISTING STORM SEWER NpE� ern isi ' zl PROPOSED STORM SEWER LAKE 3g f of " RICE CT. FUTURE STORM SEWER / RILEY fi_p�N DR. 9e' "�ot��r SURMOUNTABLE CURB & GUTTER I f gj 1 Illl� B-STYLE CURB & GUTTER RIBBON CURB & GUTTER , r_____ 9reee��seE�t■��a■E� PHASE LINE ----------------------- EASEMENT LINE ------ -- -- EXISTING 2' CONTOUR LINE - - - - EXISTING 10' CONTOUR LINE PROPOSED 2' CONTOUR LINE + + \ PROPOSED 10' CONTOUR LINE OUTLET-9e7_0 _ _ — POND OUTLET LINE ------- HW1-900.2 __—___ POND HIGH WATER LINE 1 \ PROPOSED SPOT ELEVATION _84.3 .� ♦ ♦ EMERGENCY OVERFLOW — — — — --- DELINEATED WETLAND LINE 1 — — • — — FEMA FLOODPLAIN BOUNDARY 1 •••••••••••••••••••••••••••••••••• STANDARD EROSION CONTROL 1 HEAVY-DUTY EROSION CONTROL TREE FENCE RETAINING WALL \L_ Q CONSERVATION AREA SIGN W 1_ WETLAND BUFFER SIGN = = = EX. CULVERT 1 —•• •�� EX. OVERHEAD UTILITY LINES 1 --+••—«— EX. UNDERGROUND TELEVISION LINE —+++— EX. UNDERGROUND TELEPHONE LINE —bbb— EX. UNDERGROUND FIBER OPTIC LINE —•—••— EX. UNDERGROUND ELECTRIC LINE —••• •— EX. UNDERGROUND GAS LINE —. _ EX. FENCE (BARBED WIRE) —i.�— EX. FENCE (CHAIN LINK) —n0�I0— EX. FENCE (WOOD) QQ EX. CAST IRON MONUMENT ■ EX. ELECTRIC BOX C� EX. FLAG POLE • EX. NATURAL GAS METER O EX. HAND HOLE • EX. FOUND IRON PIPE EX. JUDICIAL LAND MARK Xa`c EX. LIGHT POLE ® EX. PK NAIL �- EX. UTILITY POLE EX. LAWN SPRINKLER VALVEI, EX. LAWN SPRINKLER HEAD EX. SEMAPHORE EX. SERVICE ;+ ❑O EX. TELEPHONE BOX EX. TEST HOLE ® EX. TELEVISION BOX a`L EX. WATER WELL EX. MONITORING WELL ® EX. MAILBOX ri3! EX. CONTROL POINT e EX. SPIKE EX. SIGN `8 EX. CLEANOUT EX. SIGNIFICANT TREE rWYYY1 EX. TREE LINE EX. GRAVEL SURFACE , EX. BITUMINOUS SURFACE 37 1 11 .I _J 1 \ 36 j 35 % i 33 �J 24 111 25 111 I 1 1 26 1 \\ 1 1 + 1 r. EX. CONCRETE SURFACE • a �i. TOP OF SELECT BACKFILL MATERIAL 0000000000aoo GRAVEL CONST. ENTRANCE ' 0000000000000 \ PI $NEERengineei ing MILENGINF.E" LANDAANNFRS LANDSIMWY02S LANDSCAPEAACHITPLTS 2422 Enterprise Drive (651) 681-1914 Heights, MN 55120 Fan: 681-9488 Mendota Hei 8 www.pioneereng.com.com u 32 , BASIN .� 300 `�' OUTLOT 8 7 7 r,, r � N II r _ 6 O 10— 21 - 1 4 J� OUTLOT A _-------� r' 1� _ \ I I I ram— --_i r 111 �1 3 \11 ii 21 I, i; I I 11 1\ 11 1111 I II ,I I �I ❑ 11 1 ;1 I II 17 1 � 18 23 20 16 ;1 1 I i1 ✓'�' � - - '/�, i11, ,`\\ \ BASIN 1 1111 II I' �I III II 11 I �. 1/ \, 1 11 I II II 11 II II 11 1 2 J \ I I I I I I I I I I I I I I 11\ ❑II❑II 1 g ii 9ii 1I II 1 I I I I I I I I I I In14 I I 10 i 1 11 i 12 1 13 ii 15 I II V' II II II _\ 1 � 1 � ILA - I I I i i I 27 i 28 I 29 OUTLOT A II 1 � 1 30 31 II '� it ---� L---------- --� r-------1 r----- --- II II II �I I❑II II❑11 if if II IIC 11 II II __J L_____J L_____J L____ OUTLOT C REFLECTIONS ROAD 1ST ADDITION IF LOCATION MAP SHEET INDEX 1. COVER SHEET 2. SANITARY SEWER & WATERMAIN 3. SANITARY SEWER & WATERMAIN 4. SANITARY SEWER & WATERMAIN 5. STORM SEWER 6. STORM SEWER 7. STORM SEWER 8. STORM SEWER 9. STREET CONSTRUCTION 10. STREET CONSTRUCTION 11. CITY DETAILS 12. CITY DETAILS 13. CITY DETAILS S 1. SITE PLAN S 2. SITE PLAN G1. PHASING & REMOVAL PLAN G2. GRADING PLAN G3. GRADING PLAN G4. EROSION CONTROL PLAN G5. SEEDING AND RESTORATION PLAN G6. GRADING DETAILS G7. GRADING DETAILS 'INGFIELD "DR. MIN,- OCT 31 21111 PIONER ENGINEERING, P.A. 0 50 100 200 GRAPHIC SCALE IN FEET BENCHMARK TNH SPRINGFIELD LOT 10-11 BLK 1 ELEV=924.90 110211-PH2-CVR.DWG © 2011 Pioneer Engineering -- - \ 1 I I 113'-6"DIP POL \\ II 1 II 2 G INSTALLED I I INSTALLED \ \\ I I 1ST ADDITION I I 1ST ADDITION \ I S= 0+81 1 1 S= 1+55 ` I INV=901.4 I I INV=902.9 I CS= 911.4 I CS= 912.9 I I RISER=3.5' CON T TO EXISTING 1 DIP 11 J \ - IELD VERIFY LO ON -&- ELE - �I■ II 1 EE w/�scv ,PPED CL52 I I I I I I 1 LEV.=91111.8 I I I O 6 I S= 3+75 1 II 4 II 5 i II S= 0+70 I I INV= 902.8 I I CS= 912.8 I I RISER=4.5' I I ACTOR TO I I AGE & 1 0 �- << HYDRANT 12"X6"TEE W/6"GV 7'-6"DIP POLYWRAPPED CL52 GND. ELEV.=908.8 1 \a REFLE ONS ROAD - - �1 11 M 15 I di , I I I / INV= 899.9 1 CS= 909.9 1 I I 1 I I 1 I I 1 I I 1 II 1 1 12"-45'BEND HYDRANT.-- L-------- I-----.�- INSTALLED I I15)10 I I ST ADDITIO I S= 1 +29 I S= 0+15 I S= 0+80 I I INV=902.5 I I NV=903.01 I INV-902.7 I I CS= 912.5 I I CS--913.0 CS= 912.7 I I RISER=3.5' I I RISER=5.01 I RISER=4.5' I I S= 2+75 1 1 1 INV=901.2 I I MH-16 1 CS= 911.2 I I I II 15 NOTE: 14 ii 13 1i 12 ii 11 ii 10g 1ECT I EXISTI I I I I I I SANITARY SE FI 1 1 I I I 1 1 "-4516END ,k 1 22y2'BEND 1 1 1 ,e RACTOR TO FI I I I I I I 19 B NOTE: 1 kIFY LOCATION I I I I I I I I I I I CONNECT EXISTING 12-DIP 1 p ELEVATI - WATERMAI � CONTRACTOR TO 1 \ I I I 4----J 4---- ridI VERIFY LOCATI k 1 - I-r----J & ELEVATION - Ire\\ (< �J LI------ SEE SHEET 3 REFLECTIONS ROAD 1. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWNSTREAM MANHOLES. 2. ALL SANITARY SEWER & WATER MAIN SERVICES SHALL TERMINATE AT 9' PAST ROW. 3. ALL SANITARY SEWER SERVICES AND RISERS SHALL BE 6" PVC, SDR 26 SOLVENT WELD JOINT (NON-GASKETED), WITH A MINIMUM SERVICE GRADE OF 2% 4. WATER SERVICES ARE 3' UP STREAM FROM SANITARY SERVICE WITH A MIN 7.5' BURY. 5. ALL WATER SERVICES SHALL BE 1" (TYPE "K") COPPER UNLESS OTHERWISE NOTED. 6. ALL WATER MAIN SHALL BE C-900 DR-18 UNLESS OTHERWISE NOTED. 7. SANITARY SEWER PIPE SDR 35 & 26 SHALL BE ASTM D-3034A WITH SOLVENT WELD JOINTS NON-GASKETED). 8. ALL UTILITY CONFLICTS SHALL BE RESOLVED ACCORDING TO CITY STANDARD SPECIFICATIONS. 9. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH DESIGN AND MEETING ALL OSHA REGULATIONS. 10. MAINTAIN 10' HORIZONTAL AND 1.5' VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERMAIN. 11. SANITARY SEWER INVERT ELEVATIONS ARE AT END OF SERVICE. 12. ACTIVATION OF WATERMAIN SYSTEM SHALL BE PERFORMED BY CITY PERSONNEL ONLY. 13. DEFLECTION TESTING FOR ALL NON -RIGID PIPE SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE FOR 30 DAYS. 14. THE SEWER AND WATER SERVICE SHALL BE INCLUDED IN THE PRESSURE AND LEAKAGE TESTING REQUIREMENTS FOR THE MAIN LINES. BENCHMARK TNH SPRINGFIELD LOT 10-11 BILK 1 ELEV=924.90 0 25 50 100 GRAPHIC SCALE IN FEET V 1U11 nmwr Yngmeenng X 14 15 OTE: ECT TO EXISTING WATERMAIN. CONTRACTOR / -FIELD VERIFY LOCATION &--E1 EVATION. HYDRANT 12"X6"TEE W/6"G 11' 6::IP POLYWRAPPED CL 2 GND. ELEV.=B •2 16 �, SANITARY & WATERMAIN CONSTRUCTION NOTES: \ \ 34 1 1 35 / / ,p 1. SANITARY SEWER SERVICE WYES ARE 1 S=0+38 /36! `�`� STATIONED FROM DOWNSTREAM MANHOLES. i \ I I INV=886.9 / � � � 2. ALL SANITARY SEWER &WATER MAIN SERVICES \ \ \ INV=888.9 / / �, i \ \ 3 I I CS= 896.9 / / � � a SHALL TERMINATE AT 9' PAST ROW. \ CS= 898.9 S= 0+76 / / � 3. ALL SANITARY SEWER SERVICES AND RISERS SHALL \ - 0+47 \ \ I I INV= 885.0 / / / BE 6" PVC, SDR 26 SOLVENT WELD JOINT (NON—GASKETED), \ IN V= 890.8 \ I I / CS= 895.0 / / // WITH A MINIMUM SERVICE GRADE OF 2% \\ 32 \\ \\ CS= 900.8 \ \ // 37 // 4. WATER SERVICES ARE 3' UP STREAM FROM 12 ,J BEND J L — — / SANITARY SERVICE WITH A MIN 7.5' BURY. `\ S=1+13 `\ \ & 1 a END J 12-2 S= 0+20 / 5. ALL WATER SERVICES SHALL BE 1" (TYPE "K") INV=892.0 \ / INV=881 / ��- COPPER UNLESS OTHERWISE NOTED. \\ CS= 902.0 \\ ` ------- / CS= 893.6// / 6. ALL UNLESS WATER AINISEHALL BE C-900 DR-18 HYDRANT \ \\� / 12"X6"TEE W/6"GV \ ) - I / / 7. SANITARY SEWER PIPE SDR 35 P. 26 SHALL 13'-6' DIP POLYWRAPPED CL52 \ +oo 12 / - BE ASTM D-3034A WITH SOLVENT WELD JOINTS GND. ELEV.=900.6 \ / ,--------- Po ` \ / a r r (NON—GASKETED). �,. 8. ALL UTILITY CONFLICTS SHALL BE RESOLVED © 2011 Pioneer Engineering I I , 3 II �J 2 2 I 0 6 I.I I I =1+09 71NV�= 894.5 904.5 31 r 2+00 8 r II I ' IO191120 Ii I III I II 111 \ \ 11 1 23 S=0+10 I I INV=901.411 1 21 1 I 22 s= 0 +61 S= 0+75 INV= 908.0 CS= 911.4 INV= 904.0 S=1+15 CS=918.0 CS= 914.0 S= 0+38 1 INV= 906.8 8"-11 INV= 906.1 1CS= 916.8 CS= 9116.1 1 1 II I II 11 11 S=1+79 INV= 897.4 CS= 907.4I II I -- J L- 8"-11 j('BEN I 1 1 - ----- S I MH f . 7 `, \ I S= 0+78 / r INV= 904.6 / I MH 5 CS- 914.6 / c= n� sa 1 4+7q' 1 >> 1 1 a 1 1 1 11 1 1 \ 1 __ND 1 2236 N� \ 1 a `\ 1 6� e+ 1 � I / \ HYDRANT \ 8"X6"REDUCER W/6"GV / \ 8'-6"DIP POLY APPED CL52 H-26 1 ND. ELEV.=91 9 5+48.39 1 Q I g INV=916.5 1 1 1 1 'I 30 I � � i 28 i � cs- s,s.5 �� s=1+2o � � 1 1 1 I I I 1 1 I I INV= 917.1 I I 1\ S= 0+64 1 l 1 27 I I CS= 917.1 I I S= 0+37 1\ INV= 908.1 1 I I 1 1 // I I I I INV= 907.7 1 1 CS= 918.1 1 L-_--J L_--J L_ / I I 26 g I CS=917.7 \ 1 1 OUTLOT B J ���� I I I I J I I I 25 � I I J LAKEVIEW CIRCLE 1 \ 24 1 1 \ 1 11 1 1 1 1 \ 1 1 11 1 SANITARY & WATERMAIN CONSTRUCTION NOTES: 1. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWNSTREAM MANHOLES. 2. ALL SANITARY SEWER & WATER MAIN SERVICES SHALL TERMINATE AT 9' PAST ROW. 3. ALL SANITARY SEWER SERVICES AND RISERS SHALL BE 6" PVC, SDR 26 SOLVENT WELD JOINT (NON-GASKETED), WITH A MINIMUM SERVICE GRADE OF 2%. 4. WATER SERVICES ARE 3' UP STREAM FROM SANITARY SERVICE WITH A MIN 7.5' BURY. 5. ALL WATER SERVICES SHALL BE 1" (TYPE "K") COPPER UNLESS OTHERWISE NOTED. 6. ALL WATER MAIN SHALL BE C-900 DR-18 UNLESS OTHERWISE NOTED. 7. SANITARY SEWER PIPE SDR 35 & 26 SHALL BE ASTM D-3034A WITH SOLVENT WELD JOINTS NON-GASKETED . B. ALL UTILITY CONFLICTS SHALL BE RESOLVED ACCORDING TO CITY STANDARD SPECIFICATIONS. 9. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH DESIGN AND MEETING ALL OSHA REGULATIONS. 10. MAINTAIN 10' HORIZONTAL AND 1.5' VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERMAIN. 11, SANITARY SEWER INVERT ELEVATIONS ARE AT END OF SERVICE. 12. ACTIVATION OF WATERMAIN SYSTEM SHALL BE PERFORMED BY CITY PERSONNEL ONLY. 13. DEFLECTION TESTING FOR ALL NON -RIGID PIPE SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE FOR 30 DAYS. 14. THE SEWER AND WATER SERVICE SHALL BE INCLUDED IN THE PRESSURE AND LEAKAGE TESTING REQUIREMENTS FOR THE MAIN LINES. BENCHMARK TNH SPRINGFIELD LOT 10-11 BLK 1 ELEV=924.90 0 25 50 100 GRAPHIC SCALE IN FEET ....................................................................................................................................................................................................................................................................................................................... Z N Zj "l00 ::: :co m00 �� .... .... .aj ......... ............................ ............................................................. fn .......... ................... ...... Oi 01. ..............::.. .................................................. 00 NafZO : � � :i . Lo NrnoO . : 9.2.Q fl) �1� - ................................................................................................:::.::::: ..... .. .. t`1 Ai ....... ............ .... ......... ...............................................................................g20... NrnZp .. :. PROPOSED GRADE 91915 .. 5.................................................................................................:3............................................ ............. ..... .................: :..... ..............: .. .. ..: ................................................................................................. ....... ...... :: z w cl a aL_I:ao�:: to co It lo 91.. ::: :. :..::...:: :..::::.....::::: 910 ... ..................::.....::.::.....:............... ..... dornZz�O .. .......:.........:::.:... 6im �.�.... ........ .. y� . .: .... ..EXISTING GROUND .. ... x�zzz ff� .: ✓ . ::: 7.5' MIN. BURY 9.0.5. ............ ................. ::.. :......... ..................................................................................90.5... II II 8" PVC SDR 35 :- 1 128 8" PVC SDR 60 40% .86% 35 . 900 � is :::..::::::.::::..... I� 0 ? : ::.:::..... :: ::..::.: 900 ............. ..::.:.::..:..:::..:.::..:::::..::::...:::...::::..:::::...:::...::::...::: .. 94' . .. ......................:.........:::::::::::::.::::..::::.:.::...:::::..::.::.......... ...................... 8" PVC SDR 35 0:4.42% ------ :RROPOSEQ STORM - - :.::::.........:.........:...................:.............................:...................:...::::...:::.:.::::..:.::...:::::::::: ::.:::....::..:. :..895..:..:...:.::.:.::.::::..::::::.::...:::..:.:.:..::::....::.:.:::...:::::..:::................ .... �........... .: .... :.:::..895..: cn ZX: PVC 8:5DR 35: 890 ....................................................................:::::.:::.: :: ::: .: ::: ......................................... ......................................................... 890 POLYWRAPPED -DIP 20'::: 8" DIP CL52 885 ® 3.77% ::::::::::::::::::::::::::::::::::......:.........:.......................................:...::.::.::::.:::::::::.:: :::: 885 PMNEERengineei ing C VR. E GiNPFp C LAND PLANNERS LAND SM1 YORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651)681-1914 81-9488 Mendota Heights, MN 55120 Far: eng.c g www.pioneereng.com 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+mm 0+50 110211-PH2-313.DWG © 2011 Pioneer Engineering r / 4" DPE D.T. CLEANOUT (TYP.) 72 <3 MH-13C / \ je \ I fill U / I-123 I / / 10+10 92 / 3 17 N ` 9+93.56 1 / / O ' CB- 5+91. / MH / +62.84 MH-122 / / / / _ 4" PE TEDI HDPE D.T. (T rh I FES-121 BASIN 100 OUTLET=871.0 --------------- HWL=873.72 O�TI WET. VOL.=2.65 AC*FT 877 0 STOR. VOL.=1.99 AC*FT PI49NEERengineering CIVII.ENGN'9ERS LANDPI.ANN S LANDSD VEYDaS I.ANDSCAPEARCFD E= 2422 Enterprise Drive (Fax: 681-9484 Mendota Heights, MN 55120 Fax: re g.com g www.pioneereng.com ROAD EAST SIN R T w w N W w in STORM SEWER CONSTRUCTION NOTES: 1. PROVIDE R-3067V NEENAH CASTINGS OR APPROVED EQUAL ON ALL CATCH BASINS UNLESS OTHERWISE NOTED. 2. PROVIDE 24"x36" SLAB OPENING FOR R-3067V NEENAH CASTINGS ON ALL CATCH BASIN MANHOLES UNLESS OTHERWISE NOTED. 3. DRAIN TILE TO BE PLACED 1' BEHIND BACK OF CURB. DRAIN TILE TO BE PERFORATED, CORRUGATED DUAL WALL SMOOTH LINE, AND PLACED AS SHOWN ON PLAN. DRAIN TILE CLEAN -OUTS PLACE AS SHOWN ON PLAN. 4. FINAL STRUCTURE OFF -SET TO BE VERIFIED BY CONTRACTOR AND INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT. FIELD STAKING SET ACCORDING TO BACK -OF -CURB. STRUCTURE TABLE STRUCTURE NAME STRUCTURE SIZE NEENAH CASTING OR EQUAL CB-128 36"X24" R-3067 V CB-129 36"X24" R-3067 V CBMH-123 54" DIA. R-3067 V CBMH-124 48" DIA. R-3067 V CBMH-126 48" DIA. R-3067 V CBMH-127 48" DIA. R-3067 V MH-122 48" DIA. R-1642 MH-125 48" DIA. R-1642 0 25 50 100 110211-PH2-321.DWG © 2011 Pioneer Engineering 2 ii 3 4 I I I I I I I I I 4" HOP T. 1 L— ---J L— ---_j L---- J L---- - sYo zYo 14-00 5 I I 11� 1 I EX.CI ]tEIR II H-205 48_5.3----�/ r I= REF ECTIONS RO D ------ -� r - --- - , F -1 F- B- 06 r\ I I I 4 PERFOR, D I I I HDP­ED. ( 1 1 12 I 11 1 10 1 1 1 1 I I I II II II II IIF 0 `\ 10'� PVC D.T. ST�1 31 1 1 1 I I " E a \ 1 1 W/I 1 4 TEE ("r-V I 7 \ MH-__130 1 1 1 1 1 1 01.6 1 01.9� L 1 U \ I I 1 00.3 O.F.' - - -E.O.F. r� I 99.5 J ---1 L �.O.F: L Lr--- � I 1 O.F. - ♦ ♦ ♦ �- - - t t rl\ K -J 16 I I I I I I J L_ + SEE SHEET 5 1+001 1 2+00 I I II I I II II I I I I I I I I II L- I -134 I II II I I I I 19 I I` 1 1 1 a 4" PERFORATED 1 PVC D.T. (TYP.) 1 CB-13 I I \ \ I 4"P�D.T . 1111 11 CLEAN I (TYP.) 1 1 \ I I i t 1 1 1 I I \ ` 23 21 \ 0 I i 1 i i 22 \I\ 11\ 1 I I I II I I1 I I I I J L 34 \ 1 / a / 35 P ER HFT YP / �Fy 36 2 1D CBMH-402 CB-40 1 1 IN I 0+81.150+81.15 \ 1 \ 1 CBMH-401 I 37 \\ 1 \ 11 EXCB-122 a a vos i STORM SEWER CONSTRUCTION NOTES: 1. PROVIDE R-3067V NEENAH CASTINGS OR APPROVED EQUAL ON ALL CATCH BASINS UNLESS OTHERWISE NOTED. 2. PROVIDE 24"x36" SLAB OPENING FOR R-3067V NEENAH CASTINGS ON ALL CATCH BASIN MANHOLES UNLESS OTHERWISE NOTED. 3. DRAIN TILE TO BE PLACED 1' BEHIND BACK OF CURB. DRAIN TILE TO BE PERFORATED, CORRUGATED DUAL WALL SMOOTH LINE, AND PLACED AS SHOWN ON PLAN. DRAIN TILE CLEAN -OUTS PLACE AS SHOWN ON PLAN. 4. FINAL STRUCTURE OFF -SET TO BE VERIFIED BY CONTRACTOR AND INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT. FIELD STAKING SET ACCORDING TO BACK -OF -CURB. STRUCTURE TABLE STRUCTURE NAME STRUCTURE SIZE NEENAH CASTING OR EQUAL CB-135 48" DIA. R-4342 CB-206 36"X24" R-3067V CB-403 48" DIA. R-4342 CBMH-123 54" DIA. R-3067 V CBMH-131 48" DIA, R-4342 CBMH-132 48" DIA. R-4342 CBMH-133 48" DIA. R-4342 CBMH-134 48" DIA. R-4342 CBMH-205 48" DIA. R-3067V CBMH-401 48" DIA. R-3067 V CBMH-402 48" DIA. R-3067 V MH-130 48" DIA. R-1642 �� 0 100 s s A IC SCALE IN FEET �=1 I rn Z n W I R . �. �. R ............................................................ �. ...................................................................................................... Z.Q: z -:rii ..x.� Z.>::. NLnN ..— ................I cy):rn p.� O ...N . LL, 10 _ N \ / - -- - 01 �� ........... ... 91 5 ..... .. .. 00 p rn z 0................ ' ....N / ::::......:.::........::....... ::::::::.::.::::::::::::.....:::.:..::: 91 5 ........................... ...0 rn 0......................................... ............................ w v Fx ? :: _ : :: :: toEXI$iING Z N: :: ?in :: ::: Z .. GROUND L W ..: `LO ° PROPOSED 91 0................. ..................::. :::::::. II .:::::..:::: :: m.. Z.I..........in.................... r a .....:.........a,..............cv �.. •..... A GR.DE....a, +n::::::::::::::::::.:::.:.::::..:: ........................................................ :: :: :: :: ::::: .:::: 91 ..... II 1 3Iin: I Z�L : I :. O ::: (O 1n �o� : Lo (6 N6.;... 0 1� n :: .::: rn [it EXISTING GROUND: II j II :. F1 FI m. 1r5n.. �o o"� mco m '� : rh�?rn - o;m� .. �0m Lo..� 17a'm �- o 0 } R 'n .. .. .. .. I ..... I .I IJ- - .. .. .. ... .. c0. n L.N. _N� :.(0 ro . ...=0)ZQ. =m_0:. z ...11O.Z�:: :. �CnO. .. ... �_. 04 .. ... .. . 905 PROPOSED GRADE : ::K OOi .:�.aD. �1..�,.................m : : ::.�_g »:.::. m�.ZZ: ::: �.»:: mm.j ::::: ::::..:::: N f . 905 ......................................I:I....aa:................. .......................... CO... M cn•�OOD 01 001 m.�..... .Mrn ••.�. ^�� _ Ud'Z'�. «._ _...... m _. UD_._ZZ U�-........ Z _ ....... ... ... NO:m .. -�a.m mH 1m Z.O. .I.OZ= ,—O^nD Zj - _ ._----'— - - 107 :: ::: ::. : :::::. :. : Z0029'.Z ZO. ::SM>.> m .. - :. .. :. ::: : : : :.:. : :. ::::: - : : : -.: N: 1- �Zo il')- --_-4'----r. EX. 30 : " 12 RCP CL5::: 12: RCP CL5•»> ® 1.00% m-zzz>>:: ma??: ��zz :: ��. r� in 90.0 EX.-171 15": RCP CL5:. ® 1.00% U �.— — — :::::.::: :. :..:...:::::::...:: 3 U z in EXISTING R I: 90.0.. ................... ... ..... .15 RCP CL5 @.o.so%...................... ........:..... :.. ;... N.^ ao . ........... 1;00� u? n � � � PROGRADD >h . . � 06 895 8,' 65 :15" PVC SDR 35 1ma0o aO1i ? o F z z M O 00 N 895 ::.:::::.::::::::::::.:::::::::::.::::.::.:::::.::::::.::::::.:::::: ::::.::::: . .... ..... 1'5" P V . 3 5 15 PVC SDR . � ® 0. 50% 35 0 0,7O%. ...............:'m � .: z :: O ....d rn m o.......................... 1 08, j:2b�R _ m � > 15" PVC SDR .35 :: :: :. :: v Lt 58' : 15" PVC SDR 35: 890 " .15 RCP CL5 0 2.00% ::::...:::::.....:::::::...:::::.:.....:::::...::::.::::.:::::::..:::::.::...::::::....::::. :...::::.. :: ..............................................................................::.... ®•2.00% .................. . ... ...............$90... 885 ::::: :::::: ::::: ::::::.::::: ::::::::..................::.......:::.......:::.....................................:::.......:::.......:::.......:::.......:::.......:::..... X ................... :. .. ... ... ... ... 76' 15" RCP CL5. R P: 136' :15" PVC SOP 35 ® 0.50% 885.. :.. ..:::::::.::::..::::::::::::::::::::::::::..... .1 ® 0:�0%....................................... ... ............ . X. X. . ... ...... ............ .................................................... ................................................................... .................. ................... Z .......... ..... .... . PI8NEERengineming rnaMGDm. S L"DPLANNl S uwsuavev0xs I DscePanecwrecrs 2422 Enterprise Drive ( Fax: 681-1914 ax:681-9488 Mendota Heights, MN 55120 www•pionecreng.com 110211-PH2-322.DWG V 2011 none Nngu nng I I Iv _ II II III I II I 11 1 II II O+B38 9705 I I I I C 9Q4Il6 J L— --- --I L I I " I I 1 1 1 I I --- J _ I I HDP J L Yo J CLEANOUIT �TYP.) 1 J L — r — J L 1 4 I I 1+00 �o LAKEVIEW CIRCLE ` \� 1 1 ^ CBMH-304 I ATE BMH-303 I 1 1+57.24 I I I DPE D.T. ( �\ \` 31 30 Ii 29 i i 28 / / I I I j / j 27 I 11 / 1 1 \ \ II I MH-302 11 I 26 i 11 11 24 1 O I I I I 25 1 I � �� \ •' � --� L I I 1 1 1 1 \ _ 1 1 1 OUTLOT B \��J 10'-4" PVC a .1STUB 1 / r < ES-301 BASIN 300 \ i� 1 I �W/15"X4" TEEI 11YP.) \ \ Hj OUTLET=892.0 _j /// 1 \ 4" PVC D.T. �\ HWL=894.38 FES-311 / �, 1 1 CLEANOUT (TY .) 6 > - ---- / ",.,, WET. VOL.=0.91 AC*FT / / / � � - - - - - - - - %0 STOR. VOL.=0.78 AC*FT / / CBMH-312 R7<FY y�C IJJ�FT\ // MH/ 313 ��--------- 891 892 / / / 4" PERFORATED \ 8\ / // / \\\ PVC D.T. (TYP.)33 STORM SEWER CONSTRUCTION NOTES: 1. PROVIDE R-3067V NEENAH CASTINGS OR APPROVED EQUAL ON ALL CATCH BASINS UNLESS OTHERWISE NOTED. 2. PROVIDE 24"x36" SLAB OPENING FOR R-3067V NEENAH CASTINGS ON ALL CATCH BASIN MANHOLES UNLESS OTHERWISE NOTED. 3. DRAIN TILE TO BE PLACED 1' BEHIND BACK OF CURB. DRAIN TILE TO BE PERFORATED, CORRUGATED DUAL WALL SMOOTH LINE, AND PLACED AS SHOWN ON PLAN. DRAIN TILE CLEAN -OUTS PLACE AS SHOWN ON PLAN. 4. FINAL STRUCTURE OFF -SET TO BE VERIFIED BY CONTRACTOR AND INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT. FIELD STAKING SET ACCORDING TO BACK -OF -CURB. STRUCTURE TABLE STRUCTURE NAME STRUCTURE SIZE NEENAH CASTING OR EQUAL CB-3D5 36"X24" R-3067 V CB-306 36"X24" R-3067 V CB-314 27" DIA. R-4342 CBMH-303 48" DIA. R-3067 V CBMH-304 48" DIA. R-3067 V CBMH-312 48" DIA. R-4342 MH-302 48" DIA. R-1642 MH-313 48" DIA. R-1642 0 25 50 100 GRAPHIC SCALE IN FEET ....................................................................................................................................................................................................................................................................................................................... .. :.........::.::::.:::...:..::::...:::::.:::::::::::::::::::::::::::..::.:..:::::::::::....... :::::::::::::::::::::::::::.:::::.::::::..::..::.::::::::..:::::::::::.::::::..:::::::..:::::::.::::::::.::.:::::::::::::::..:::::.::::...::..:.::.....::::::.::::..:...:::::::::...::.::::::...:::::::::::::::.........: ........... . LO rs1 z_ w Nz:"f: �:.::::::::::::.:::::::: N 0.:.....�, : e1 �1 u� : ::: :..... . . :.915 ::.:::::.:::::::::::..........: ..:.::.::.::::..:.:::.:.::::::::::.:::::.:::::::::::::_!4': �.- CD w EXISTING ... "(0 N : (0ui M rn 0 : � N: �: 0 z GROUND ' a' :: 1 mm .. > ro cw'n 00 Lo s M0.000)?: .: I OzZ= ........ .. . . .. �.2 910 910 .....q.vs PR P 4::..:.. _0).z.z0. zz ....................: .... xa�__0 ...................:.. 3.,.:..............................................................:.:::......:::::.::.:::::.....:co:::...:::::::.:.. . ; ::.. . ...............................� a GRADE . .. m: m _ z z z I' ao PROPOSED " `° EXISTING ,� o� o c�rr--- z .z z v EE 60 GRADE :: ::: :.. ..." rn orn� :: GROUND o �Nm� :.. �� 2c�i :: EXISTING :: : :' O�. Moms= lno� olo 1 0 ., T ., GROUND: : :: : :::: :: :: :. : �:� : M rn Z o PROPOSED N : :. I 905 �rno xrni :::.. :: ..:::. orn°Q ::: Nncv.�...::.. z�:>� .:.:: GRADE: 905 m—»..... M�'H.-- viz cmicrz.. : : :::: MmZ=O 1 .. : :: : : 3. :: ::: : :z I rnZ=. a: Go 0z:zCO 00 :..................... o ....... r rn? 90.0.. ............................„ 15 .44:..... RCP CL5 .............. .... ............ �..... ..............................................................:N.....�.............. _..M ................................... 0 Z ..:::: 1— 7 _ -U: Fr .. Z mZ a� _ .:: .:.::�M AQ OUTLET-892.0 :: 1_ cn> LL ? 895. 895 „ : 29:::::::::::::,,r.:..:..... ......... ..:.....:...:.........:: x:::.: :.........:.........:.........:.........:.........:...:...: HNlLr894.38 ::......... ...................... ................... .....:......... :.. . .. ..:::::::::::.:::::::. 15 RCP CL5 15" RCP CL5: z z : : :: ::: WET VOL.=0.91 :AC*FT 0 0.50% ® 0.50% N T101 . STOR: VOL=0.78 AC*FT X 15":PVC:SDR 35 :. :::: :: ::: : : 139' 2.86%: 63 :: p 109 15" PVC SDR 35 :: :: 89� 1 :: z 18" RCP CL5 15 .?2'.:...:.a.5o PVC SDR 35 .::::.::::.:.......:...::..::.:::.:. ® 0.50� 890 ......................�, ....................................................... j�ln b 509�.:.......„ ..................................................... ......15„:F.E;S.: : 15 RCP CL5 ::: .......... Z z ::: : W :: TRASH :GUARD,:: :: ::: W/ TRASH GUARD, (PER CITY DETAIL 3107&3108)::: (PER CITY DETAIL 3t07&3108): 10.0 G.Y.- CL.III RIP RAP : 10.0 C.Y.- CL.III RIP RAP W GEOTEXTILE FILTER BLANKET:: : :W/GEOTEXTILE FILTER. BLANKET ....................................................................................................................................................................................................................................................................................................................... ........................ .................................................TIE'L'AST .... ............................. 3' JOINTS: .......... ......... ........ ................................................. :......... :.........TIE LAST, 3*JOINTS ............... ............................... :......... ......... ..... ........... ................................. ........... . PI'' ,NEERenngineering c3V[L HNODIit8R9 LAND�S LAND SURVEYORS LANDSCAPBAACFDTBCT3 1914 2422 Enterprise Drive (Fax:651) 681-9488 Mendota Heights, MN 55120 Fax: re g.com g www.pioneereng.com 110211-PH2-323.DWG © 2011 Pioneer Engineering �L 26 27 It J / 28 SEE SHEET 7 J \ CS-300 FES M i00 /j 892.0 94.38 OL.=0.91 AC*FT �0) VOL.=0.78 AC*FT-// IT �Qa /4v b0) I �J /i G O / Q- O/ / i/ / :31] / / L� / /LL / L SEE SHEET 5 I �\ 12 \ 4' HDPE D.T. `\ J E UT (TYP.) 1 \ / 4" PERFO TED" \ DPE D.T. ( `\ 10 r � 8 a MH-323 /> \ FES-321 J. NtIms, 1. (}at. to be mode In (2) elecce 2 NI metal Noll be not—do1ed-9olwnlzed Hole STORM SEWER CONSTRUCTION NOTES: 1. PROVIDE R-3067V NEENAH CASTINGS OR APPROVED EQUAL ON ALL CATCH BASINS UNLESS OTHERWISE NOTED. 2. PROVIDE 24"x36" SLAB OPENING FOR R-3067V NEENAH CASTINGS ON ALL CATCH BASIN MANHOLES UNLESS OTHERWISE NOTED. 3. DRAIN TILE TO BE PLACED 1' BEHIND BACK OF CURB. DRAIN TILE TO BE PERFORATED, CORRUGATED DUAL WALL SMOOTH LINE, AND PLACED AS SHOWN ON PLAN. DRAIN TILE CLEAN —OUTS PLACE AS SHOWN ON PLAN. 4. FINAL STRUCTURE OFF —SET TO BE VERIFIED BY CONTRACTOR AND INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT. FIELD STAKING SET ACCORDING TO BACK —OF —CURB. Iman. .......::::::::::: ....:......::::::..... .... . a; e•2::e2e9%si% SCuclum Requires (2) Pl. Crot. Per pmNnq 1/4" steel Plot. m�e b °kbe 12'.1.. 9'tm 2' HWL-894.38 DETAIL A —A 15" CL5 RCP-1-[j 112 ® 0.5% I Inlet eR"mm. !JY �22'-15" CL5 RCP a 0.0% 1. Slmdoml pIM bedding requlred on Cool Inlet • outlet plpee. 2 Tie I..t th. jubts. U.. two IT. Cat feet.. per mint. '•�� • •\:�• �� ire STRUCTURE TABLE STRUCTURE STRUCTURE NEENAH CASTING OR NAME SIZE EQUAL CS-300 48" DIA. SPECIAL MH-322 48" DIA. R-1642 MH-323 48" DIA. R-1642 0 25 50 100 GRAPHIC SCALE IN FEET w (n ............ 3: ........ ....... .... 10 -LO�. ... .. w:: N. :::::.::::::..::::..:::::.:::......o4e00+ :� °DoiDD:. M W PROPOSED ............. z. 1 .� ..:...:::::::.::::....:......::.::...::::.:::::.:::::...:::: .....:::GRADE. _..Y..............::.....:::::.....:::::.....::.::.....:::::.....:.:::............:.......... .::::::....epee..: . .. .(,,. M DO Z.O. :N o Oq RICO a) ..�900 900:.. ..... ............... � ....... Wz _ >:> ��Z.Z EXISTING BASfN ::: GROUND 895 OUTLET=892.0 :...... ::...:.:............::::......::::::..::::::......::::.::::::..:....:::::....::::..:...::.:.::...:::::..::::::::.:..:::::.::.....895..: ......................................................................... - HWL-894.38 .. .... . WET VOL.=0.91 AC*FT STOR. VOL=0.78 AC*FT 89.0 .. ....... .. ......89.0.. ....:. ..................................... . 89.0.. :.. ..:.............:::......................................................................... .... ...... ...... 15" +zc cLS....... .. . 15 F.E:S ." 22 : z ® 0.50% (PER CITY DETAIL 31 OB) 15 ®0.00%Z. RCP CL5 . _ I 3 TIE LAST 3 JOINTS. ...8 8 5 .... . N ::;� LO 885 ..::::::...:::.::::.::::::::::.::....::: ........................................................ ...................................................: M O CID N00 Z O z 15 RCP CL5 \ LO 7.5 ::..::::.....:w...... :.:::...:::::..................................... ...................................................................................................................................................: ..........::...:.::..::::..::::.................. .......................875... cl� ''� z _ . 15" F.E.S. I, wz W/TRAST GUARD, (PER CITY D 1 3107&3108) :. 870 .ET 10 C Y:—CLJII RIP —RAP ................................................................................ ......................................................... :: . ... .................................................................. W%GEOTEXIILE FILTER BLANKET: .. T1E: LAST 3 JOINTS. '15" RCP CL5 :: :: :..$65..::........:..........................................................................................................................................................................................................................................................................................865... ::: :::: :: :: :: :. 0;50% :. : :: : :: :: :: PMNEERengineering MM, riNGJi S LAND PLANNERS LAND SURVEYORS LAND9CAER ARCEITTUCl'S 2422 Enterprise Drive (Fax:651) 681-9484 Mendota Heights, MN 55120 Fax: re g.com g www.pioneereng.com 110211-PH2-324.DWG © 2011 Pioneer Engineering CURB LEGEND t 08.15 = ELEVATION FOR SURMOUNTABLE 08.32 = TOP OF CURB ELEVATION FOR B-STYLE CURB 07.82 = TOP OF CURB ELEVATION FOR RIBBON CURB = MOUNTABLE CURB & GUTTER = B-STYLE CURB & GUTTER = RIBBON CURB & GUTTER = CONCRETE PEDESTRIAN RAMP i PT: 12+54.88 4 II STOP SIGN (R1-1) LAKEVIEW ROAD EAST LAKEVIEW CIRCLE \ \\ \\ \ 29 32 1 1 1 1 \\ 30 \\ \\ OU TLOT B 11 11 11 + 96.89 1 ?( 9 . 9 00.00 96.55 1�- _ OUTLET 3892.0- - - I 1- HWL=894.38 �� - 01.22 L- .Yn F----------------� I O7.79 I 96.55 1 CCDo f I 1 �I I 96.89 + I I 01 1 I I Ln I I I I 1 o I I a� I 1 II II 1 L1,3 35 36 \\ _ i I I v\ r------ r 00.00 I �\ 1 01.22 I 1 1 \ i 1 4" HDPE D.T. I 11 CLEANOUT (TYP.) I I I I i 9 .37 92.62 1 , 11 I I 12 93.37,�� \\ 37 92.62 �p � oX55 QG�i 4 \ \ I I I $s \\ 7 I 1I 1I 9 II1I 10 1I I 9. 05.09 4" PERFORATED 4 1 1 1 I 1 MATCH Ex \ \ 1\ 1 \ \ P\ \3\HDE D.T. (YP) \ \ O\ \ cL PL\\\ 30' 30' j 2 \ \ \ \ \\ 15.5, to Back 15.5' to Back K4, \\ \ \\ \� \ Wear Course to be 1/2" e ff- c- - /� I v Above Edge of Gutter o S\Op -� �v YH \\ \\ \ S�oPe 3.0% 2.0% D � CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT C8 16'32'00" 77.91 270.00 39.23 C9 51'52'49" 208.26 230.00 111.88 C10 14'16'01" 249.00 1000.00 125.15 C11 71'25 48" 204.99 164.43 118.22 1.5 : 1 / y 1' Draintile 4" Topsoil, Seed 1 1/2"-MNDOT 2350 LVWE350308 & Mulch or Sod. �\ - Draintile Tack Coat - 2357 Surmountable 2"-MNDOT 2350 LVNW35030B {� Concrete Curb 0 25 50 100 12"- Class 5 Aggregate Base, 100% Crushed 24" MNDOT 3149.2B Select Granular Borrow (*See Note 7) GRAPHIC SCALE IN FEET Lake Rile Knnd F.aSt TYPICAL STREET SECTION BENCHMARK TNH SPR GRAPHIC SCALE IN FEET (NOT TO SCALE) INGFIELD LOT 10-11 BLK 1 ....................................................................................................................................................................................................................................................................................................................... ELEV=924.90 . .tp. .O. .N .0. 4. .N .O .tp. .rn .c0. .sF. .m. .t0. .M. .N. .n .0. .ap. .Imo. .^. .pf. .O. .rq .01. .Lo. .0. .�+. .tp. .tn. .00. .LO .M- .0. .0. .O. .0. .t?M. .0. .m. .t0 .0. .cp. .tp. .O. .O. .0. .O .0.. .M .M. .0. .O. .0. .0. .0. .0 .0. Cd .0. .0 .C) .O. .O. .O. -(n .M. .O. .�. .M .�. �. Cc .� .00 -00 M .00 M .00 M .00 .� �. .... �- rn M M .00 9�.5............................................. ::::......:....:...::.......:::........::__: _:::: :::: :-:::: ::.: ........................................................................... : ::::.: :: : :: :.::::::-:: ::::::: :::..:.:...:.......:.::::.:....:.:.....:::......:: :......:.::.....:: ::-.:.:: : :.:: PVI- STA: 11+75.00 PVI ELEV:: 905.59 .. ... K: 33.33:: ... 920....................................: .LVC: 100.00 ::. . :::: ...................................................................................................................................... .... ::::::::::::::.............................................. .......... ........... :ti + LO 01:: :_._:: :::-N O. �. �. .. . 915 Cq 915.. :.. .......:............................� o.................� a........................................................................................................:.::::::::::::::::::.:::::.......................................................................................................... PVI STA::10+50.00 . > a � w :: a w PVI ELEV. 898.09 \ K: .. ... • STA: 5+78.47 ... PVI STA: 3+25:00 : 21.91 �[- 150.00 P\A ELEV: 900.00 :: PVI: ELEV: 896.00 PVI ELEV: 903.00: . ::. : 91 Q LOW PT..STA:_J+9k56 . :.................: K: 40.49 .LVC: 100.00... ............................. : :. :: K: 22.81 :: L•VC: 100.00 .. ...................: :: K: 29.17 :LVC: 200.00: . 91 0... ..................................... ..................: O ....: LOW'PT'EiEV:'898.65.....: � o HIGH. PT. STA: 8+40:70 LOW PT. STA: 5+91..48 :::: HIGH 'PT. STA: 3+.44.45 ........................................................ o O M .. Q HIGH • PT ELEV: 899320 ^ LOW PT ELEV: 896.51� o HIGH- PT ELEV: 961.35 o 30p N ^ o o o : 0 PVI STA: 0+75:00 + N + rn �:::: L6 ao:: �: :: :: : 0: �: ::: ,� .r t5 0 PVI ELEV: 892..76 905 " o °i cJ a, 00 r. � '� �: h r, `" (D °° N. ........ �: M. �: N 't N a C4 °' rn K: 30. 4 3 :LVC: 100.00. 905.. ................................................ s :. J.... �............ M..................CID :.. ... ..: ..... ....:...N ................. . J..........................., E : aw >:i i : a - Liu!> ::aw:: :: : a>w:::: :: o 900 ::... ::...::::.:.: ::..::........ ::...::::::.........: 900 ..::....::::: .................................. 162.91. CL wUJ PROPOSED 410 / \ GRADE Q :::..... ............... / ::::.:::..::::::.............:::::::........ .. .. EXISTING - .. .. :: .... �.. ......... :.. 895. . ........:::.:.::::...:.::.::...:::::...:::::::...::.:.::...:.:::::...::::.::...:::::::..::..:.:::::.:::.:::: w .. ::::: GROU GROUND 90 0 Fto .........:.............................;.........:.........:.........:......90 ...;.........:...... .... .... ::.::............... :: .............................O o=o 8 ................................ �. M ................. ...... .. ...... 5Lo :..... : o o................. OM IFtJ IFS T- - _ _.UJ H H 885 :..$$5 . ......::........................................................................................................................................................................................................................................:.. w ...:.....:.........: ..:.::.:.:.....................:..tpW 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+50 PI SNEERenginem ing SHEEF 9 (331) 110211-PH2-331.DWG MM RNGPIF.ERS LAND PLANNERS LAND SURVEYORS t.ANDs°APE ARctnT s (651) 681-1914 I hereby certify that this plan was prepared by direct that I Nye Revisions Date 10-28-11 LENNAR REFLECTIONS AT LAKE RILEY 2ND ADDN. 2422Enterprise Drive Fax: 681-9488 Mendota Heights. MN 55120 g me orunder mysupervision and aa duly Licensed Professional Engineer m John M. Molinaro Designed NAP/JLL STREET CONSTRUCTION 935 EAST WAYZATA BOULEVARD 9 OF 13 www.pioneereng.com under the laws of the state of Minnesota Reg. No. 45831 Date 10-28-I1 Drawn ILL WAYZATA, MINNESOTA 55391 CHANHASSEN,MINNESOTA © 2011 Pioneer Engineering SEE SHEET 9 CURB LEGEND 08.15 = TOP OF CURB ELEVATION FOR SURMOUNTABLE CURB 08.32 = TOP OF CURB ELEVATION FOR B—STYLE CURB PL CL 4" Topsoil, Seed 14 & Mulch or Sod. Draintile Surmountable - Concrete Curb 30' 1 30' Wear Course to be 1/2" Above Edge of Gutter 1 1 j 3.07 2.0% 1' Drointile 1 1/2"—MNDOT 2350 LVWE35030B Tack Coat — 2357 2"—MNDOT 2350 LVNW35030B 07.82 = TOP OF CURB ELEVATION L� 12"—Class 5 Aggregate Base, 100% Crushed FOR RIBBON CURB 24" MNDOT 3149.2B Select = MOUNTABLE CURB & GUTTER Granular Borrow (*See Note 7) = B—STYLE CURB & GUTTER _. .—1111., TYPICAI STRFFT SECTION PI $NEERengineering CVd ETGA1P-FAS LA MAN-F S LANDSMWYORS LANDSCAP CNITE 2422 Enterprise Drive (Fax:681-681-9484 ax:488 Mendota Heights, MN 55120 www.pioneereng.com CURVE TABLE CURVE DELTA LENGTH I RADIUS TANGENT C3 33'51'05" 177.25 300.00 91.29 C6 21'39'01" 94.47 250.00 47.80 C7 23'34'07" 82.27 200.00 41.73 SEEEE SHEET 9 O\ \0i9 I 3.00 r r I I I I 0 25 50 t00 GRAPHIC SCALE IN FEET -.- _ RFNrI-IAAAPV SHEET XX (3321 110211-PH2-332.DW © 2011 Pioneer Engineering N 0 5 o orie Not to Scale 3. 0 m (HYD) R/W R/W N to' b MH Gate vow location on projection of property line. R/W R/W NOTE: All dead ends to De extended a minimum of one pipe length beyond NOTE: gate wive and closed Water main to be on with plug tied back to north and west side tee. of center line union hydrants pose conflict with proposed sidewalk. CM OF TYPICAL Ckq= I INTERSECTION REVISED 2-0 ENGINEERING DEPARTMENT PLATE Ni 1001 FILE NAME:G ENG ECS tam 'I CMMTE Bubox (Tea HYDRANT LEADS CR DENOTES NEGALUG RENDS NOMS, 1. MEGAUJGS TO BE USED AT ALL MECHANICAL JOINTS 2. PLACE CONCRETE BLOCK ADM ALL GATE VALVES AND HYDRANTS, AT ALL WE BEN AND 1 AT BLOCKING S BENDS, AT CERTAIN HYDRANTS. 4. ALL FlT11NG5. NUTS AND LBOLISTAN SHALL UP SPRAYED `iHE A BITUMINOUS COAL TAR CHAT SUPRIm BY TIE MANUFACTURER. SLEEVES 5. BLOCKING AGAINST UNDISTI:RBEa SmLS. uC�ff�OF TYPICAL UG to CBaRLe IS LOCATION A ION LOCATION REVISE: 3-09 ENGINEERING DEPARTMENT KATE No_ 1009 FILE NAME :Q SPECS 1 Eccentric side hV// of manhole ' 1Il e 4 - 1" Ota. holes in-/ manhole frame evenly spoced PLAN VIEW TOP COVER REMOVED 1 0 a -Washer 1 B- L 2'o.d.,3 4*Ld. 2 req./ bolt 5/8" galvanized bolt Threaded insert to accept a 3/4'ilf bolt 4 required Manhole cone reinforcing -J 4' .- TIE DOWN DETAIL Neenah R-1755G from. and cover or equal with 2 concealed pick holes Manhole Steps, Neenah R1981J or equal, 16'o.c. Aluminum steps approved. "0'- Ring gasket ECCENTRIC WATERTIGHT MANHOLE off OF WATERTIGHT MANHOLE REVISE¢2-0e ENGINEERING DEPARTMENT FILE NAME:G ENG SPECS 1p PISNEERengineering CIVILENGINEERS LANDPLANNPAS LANDSOXVEYOBS LANDSCAPE A1gCFD'f'E(nS 2422 Enterprise Drive (651) 681-1914 Heights, MN 55120 Fax: 681-9498 Mendota Hei B www.pioneereng.com.Gom NOTES. 1. Shape of back of buttress may wry as long as poured against firm undisturbed earth. 2. Dimension C1,C2,C3 should be large enough to make angle 0 equal to or larger than 45. 3. Dimension Ai.A4A3 showc be as large ere poaelhle without interfering with MJ bolts. 4. 0 = 45' Minimum. 5. Place polyethylene between concrete & pipe. 6. All bend, & fittings sholl be restrained with Megalugs thrust restraints or equal e - S. no BUTTRESS DIMENSIONS PIPE 22 1/2* BEND 45' BEND 90' BEND/TEE SIZE BI 01 82 02 133 0 6" 1'-5" V-5' V-5' V-5" 2'-1' V-8" 8" 1'-5" V-5" 2'-1" V-6" V-87 2'-0' 12' V-10" V-10" S-4" 2'-D' 4'-9" 2'-6" 16' S-0" 2'-0" S-10' S-0" 6'-2" Y-6' 20' S-6" 2'-B" 5'-6' S-4" 8'-4" 4'-O' 24• IV-4" 3'-0' W-10' S-10 9'-B" T-U" 30' 9'-3• 6'-D" 17'-0 6'-D' e - See note 4 PLAN 90' BENDS PLAN 45' BENDS Variable 3' Mh e - Sa• not• 4 CONCRETE SHALL BE r, A IN CONTACT WITH ID THIS QUADRANT A OF PIPE eDIMUM MARRIAL UNDSNflBCO CONCRETE CmICREIE SECTION A -A PLAN 22 1/2' BENDS C1117UF CONCRETE THRUST amm BLOCKING Re4Sm: 2-0e ENGINEERING DEPARTMENT �� Ni 1002 FILE [FAME: G ENG SPECS 1D02 MINIMUM FEET OF RESTRAINED PIPE REQUIRED ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE INCREASE MINIMUM LENGTHS BY THE FOLLOWING AMOUNTS IF PIPE IS WRAPPED IN POLYETHYLENE. 50% INCREASE ON ALL DEAD ENDS. 20% INCREASE ON ALL BENDS. TV COVER 7.5' LOVER 8.0' COVER PIPE SIZE 22.5 45 a 90 DEAD END 22.5 45 g5 END 225 45 gD DEAD 4" 2 3 B 16 2 3 B 18 1 3 8 17 five 2 5 12 26 2 5 11 25 2 4 11 25 8" 3 6 15 34 3 6 15 33 3 6 14 32 12" 4 g 22 50 4 9 21 46 4 8 20 46 16" 6 12 29 65 5 11 27 63 5 11 26 61 20" 7 15 35 80 7 14 34 77 6 13 32 75 24" 8 17 41 95 8 16 40 92 8 16 38 89 3 10 21 50 117 10 20 48 113 9 19 46 109 36" 12 24 59 13O 11 23 57 133 11 22 54 129 42" 13 28 67 159 13 27 65 153 12 26 62 148 L48" 15 31 75 179 14 30 72 173 14 29 69 167 THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EDITION OF "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE". AS PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA). THE TABLE ASSUME S CON -GRAN SOIL AND TYPE LAYING CONDITIONS. REFER TO DIPRA FOR MINIMUM LENGTHS IF DIFFERENT SOIL OR EATING CONDITIONS ARE ENCOUNTERED. �pC�Mpp �Ot�FItt� RESTRAINED PIPE N16tU]�B11411 REQUIREMENT FOR DIP REVISED: 2-ere ENGINEERING DEPARTMENT pLA'E No.: FILE NAME G.NC SPECS 1011 1011 "I/1 BARRIER' INNER - MANHOLE RING SEAL AS MANUFACTURED BY "STRIKE PRODUCTS" OR APPROVED EQUAL PRECAST, BLOCK, OR BRICK MANHOLE CONE CORBEL FRAME AND COVER CONCRETE ADJUSTING RINGS MASTIC SEAL BETWEEN FRAME ANG STRUCNRE AT BARREL AND RNALCONE SEALS _ AT BARREL AND CONE SECTION JOINTS SANITARY APPLICATIONS OR APPROVED EQUAL AS REQUIRED BY THE ENGINEER. NOTES 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. CASTING SHOULD NO REST ON SEAL. 2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. pC�t�ll�f�OF I & CIIsl1De69E�� BARRIER REVIseo:1-TD ENGINEERING DEPARTMENT PUTS ND.: FILE NAM. ENa SPECS tog 21 09 O 0 =w rn 1" CORPORATION STOP---,,"", ap z ¢ �0 PLUGGED ENDZ WATER MAIN AFTER MEETING TEST REQUIREMENTS THE AIR BLEED LINE SHALL BE DISCONNECTED AT THE PLUG WITH NO ADDITIONAL COMPENSATION. my or AIR BLEED CHIIM DETAIL REv1sE:z-os ENGINEERING DEPARTMENT �� No.. 1003 FLE NAME:G: NC SPECS 100J CL PL VARIABLE FENCE 9' POSTS O < _i WYE PLUGGED EN m 1/8 BEND 6" PVC SDR-26 PIPE MIN. SLOPE 1/4" PER FOOT 2"X2' MARKER �1/2 PIPE DIAMETER MIN. SEE NOTE 2. SANITARY SEWER GRAVITY MAIN SANITARY SEWER SERVICE CONNECTION DETAIL SERVICES IU BE USED IN CONJUNCTION MAINS FOR DEPTH OF COVER 15 FEET OR LESS. NOTES: 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2. WHEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH, INSTALL A 5' HEAVY METAL FENCE POST NEXT TO 2 X 2 MARKER AND PAINT TOP 6' OF POST FLORESCENT GREEN. 3. CLPANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4. ALL PIPE SHALL BE BEDDED ON GRANULAR BORROW 314A DR COURSE FILTER AGGREGATE (3149H). CMOF TYPICAL SANITARY CHAIM SEWER SERVICE REVISED: 3-09 ENGINEERING DEPARTMENT puTE 2001 FILE NAME G C ECS am 25"-.5' 1.5' BIT. WEAR �-2• BIT BASE NEEHNAH-1979-0207 NTH Z' MIN. RISE Oft HOPE OR APPROVED EQUAL PRECAST CONCRETE ADJUSTING RINGS RINGS SHALL RE SET ON ABS SEALANT DR APPROVED EQUAL 5" THICK CONCRETE I&1 BARRIER 27. COLLAR SEE DEATAIL 2109 NOTE: 2-PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEEHALL NAHUyD R-1642 OR MTYPE MODS STAMPED SANITARY SEWERS OAR NG �VARIES STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PICK HOLES BIT. BASE OR BINDER MIN. (2-2") ADJ. RINGS AND MAX. (3-4 ) ADJ. RINGS HOPE OR (1-2" RING 'NTH PRECAST CONCRETE MORTAR - 0.2') ADJUSTING RINGS I&1 BARRIER 27' 6' THICK CONCRETE SEE DEATAIL 2109 COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL NOTES: 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4' TO 1/2- MORTAR. 2. HDPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL. af(OF MANHOLE CASTING AND CH M ADJUSTING DETAIL f✓EVISED:1-10 ENGINEERING DEPARTMENT KAM No.. 2110 FILE NAAe:: C: C SPECS 110 a r S m , m Ig 0 >Q w Zi m \\ o a y a 'MINI .L n a 'm R �0 o _ 0 0 T 01 NO 8= �_ ; N a U0 ;PE-�< o S 0 0- au`i a wrG2wxW� y r rjvai�3 0 w i XYN .G*L _ Ra"x J.6< IS�Q�up p E x - maw u 7 m « S NwJJS6 m 20 1 <�� in Va[J = S C3 z a I _ Q �wio2p $Yi$� <aa<aP�� a H aW8 pHm N �w 4 m< torn y��yj�j� �2�NI iwFy <� r/R F F F Oa' F m J i N aZN 0 m 0 in m 9L8m `€�a pp og= Z j� Q�az��E Z VOD FUaFj�y Nola ~Z6mw � -I2-1 V i�ga�ai mmaOS F ¢�m rl 1YI IU o�" ZV yy yap <1ryP,y� SIi It ppyY<¢ S�6 Z fNQ cm OF TYPICAL HYDRANT C � INSTALLATION REVISED: 3-09 ENGINEERING DEPARTMENT PLATE ND.. I 1004 FILE NANE:G: ENG SPECS 10D4 I CL PL VARIES 9' Metal Fence Poet 0 m N N € Bend as Needed Plug b (X1,Y1,zi) X2,Y2,Z2 X..Y..oz Min. Slopes 1/4"/FL l Limits of Excavation 2"x2" Marker B" PVC SDR-26 wye & service line. Tamped Fill Tee ar Wye and 45' be 1 C.Y. Concrete Encasement Sanitary Sewer NOTES: 1. Solvent Wald all Joints. (Non Gasketed) 2. When Sanitary Sewer Service is not Accompanied by a Water Service in the Some Trench, Install a 6' Heavy Metal Fence Past Next to 2 x 2 Marker and Point To 6' of Post Florescent Green. 3. The Use of Bends Shall be Restricted to the Two Shown on This Detail. 4. Cleanout Required on Private Property if Distance from Main to House Exceeds 90 Feet. 5. (Xx,Yy,Zz)Coordinates of service line at any & all bends at ROW (in Carver County Coordinates). MOF SANITARY SERVICE RISER (GREATER THAN 16- DEEP) REVISED: 2-OB ENGINEERING DEPARTMENT I4ATE ND.. 2002 FILE NAME C: G SPECS 2 Use MNDOT 3149.2A Granular Borrow V I Use MNDOT 3149.71-1 Course Fluter Agg. (Pipe Foundation Material Required) ' The bottom of the trench shall be shaped to fit the pope barrel far at loaat 50% of the outside diameter Pipe Dia, x 0.5 Min. "Dia" Denotes outside diameter of pipe NOTES: 1. When existing sail conditions are not acceptable fair backflll and/or compaction in the pipe zone, pipe bedding and backflll shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material Shull be accordance with MNDOT 3149.2H course filter aggregate. CH701 I PIPE BEDDING mom IN POOR SOILS REVISE: 2-10 PLATE' ENGINEERING DEPARTMENT 2201 FILE NAME C: C SPECS 2201 CE Street PL Variable 9' 6' Metal fence post denoting curb box. Top 6" painted blue. Curb box with 1 1/4" stantlplps, and stationary rod s Water Service r 1'Xt" Corporation Cock 1' Type "K' Copper Concrete Block Support Wate Main NOTES: 1. Do not plug and of curb stop. 2. Add 6' crimped pigtail to curb stop. 3. The copper service line between the main and curb box shall be one continous place of piping, splices will not be permitted 4. Corporation cock to be 1' x 1' inside diameter. 5. Saddles required on G" DIP or smaller mains. 6. Saddles when required sholl be Ford style F202 double strep. 7. Stainless steel saddles required on all PVC watermoln. CtfCOF TYPICAL WATER C SERVICE RBASE0: 22ENGINEERING DEPARTMENT " 1005 rILE NNAE a. G SPECS IODS Manhole Casting and Adjusting Ring (Sae Plate 2110) Provide 18d Barrier on all sanitary sewer manhole(see plate 2109) Manhole steps shall be Neenah R-1981J, 16" on center. Steps Shall be on Downstream Side Unless Pipe Diameter is a 18" or Larger All joints in manhole to haw "O"ring rubber goskete. Infi-shield external . seals m required by the Engineer. A Maximum of 2 Short Manhole Risers to be Used Directly Below Cone Section Pipe shall be cut out flush 5, with Inside face of wall. `o �Kor-n-seal required. Precast inverts Must be 1/2 of Pipe Diameter and Benches SECTION VIEW Sloped 2" Toward the Invert Minimum thickness of precust base is 6' far 14' deep or less, and increases I' In mlcknen for every, 4' of depth greater than 14'. 1�w -n-seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign (MH) shall be installed next to the manhole. CffIOF STANDARD mom MANHOLE _7sTn.4-n ENGINEERING DEPARTMENT PUTI No.. NAME C SPECS 21a1 2? []1 Compacted Normal Fill Material, Compacted to 95% of the Standord Proctor Density i I a I Varies I 1 I l l -III III -III -I I( -ITT Shaped Natural Ground to pipe NOTES- 1. sole conditions are not acceptable for backfll and/or compaction 1. When existing on VIP o dthe pipe zone, pipe bedding and backflll shall be used as shown on detail plate 2201. 2 A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate. 3. The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for of Laast 50% of the Outside Diameter - PIPE PIPE BEDDING IN GOOD SOILS CEINM RCP & DIP AENSED 1-10 ENGINEERING DEPARTMENT PLATE NO.; 2202 FILE NANEG G SPECS 2202 -LID vims Tyler No. 6860 Mueller No. H-10361 7.5' Minimum cover required owr top of water main. Bibby -St. -Croix Na. B-5160 Volw Stem Risers in 6' Of The Surface Distance From p Nut Of The Volvo To rface Is Greater Than 8'. iQP JGrode djust top to 3/4" below Tyler No. 606ade. Boxto be set to Mueller No. H-ovide 12' of adjustment. Bibby -Ste -Croix No. V8ler No. 6860 ueller No. H-10357 EXTENSION Bibby -Ste -Croix B-5001 Tyler No, 511 14" Gate valve box, screw type, No. 59 le" 3 piece. 5 shaft. size No. 8 24' a G box, 7'-6 extendetl, Mueller No. B 5 14 �16 round hose No. 59 20" Bibby -Ste -Croix VB520 No. 57 9" Gate Vow Adapter: 1/4' V9521 No. 58 14" Steel With Protective VB522 No. 59 20' Coating, 1/2" Rubber VB523 No. 60 25" Gasket Installed Between The Gate Val" And 84IIQM Gate Valw Adapter. Tyler No. 5860 55" Mueller No. H-10361 65" Mueller or American Bibby -Ste -Croix No. V13516 60" Flow Control 60 Res111ant Wedge Valve Conforming to AWWA Volvo antl Box to be C-515-80 Standard, plastic wrapped per With All Stainless BASE section 2.03a Steel Nuts & Bolts.17� �= 18'X18"XB" Concrete Block CfffOF TYPICAL GATE VALVE COAIM AND BOX INSTALLATION IREVISM:2 Os ENGINEERING DEPARTMENT PUTS ND.. 1006 FILE NNAE(kENG SPECS 1006 - t8' 7 PLAN SECTION HORSESHOE DETAILS Manhole Casting and A4Neting Ring (See Plate 2110) Pmvids Idyl Bomler on all sanitary sewer manhole (w plate 2109) Manhole steps, Neenah R19BIJ or squab 1a on aenove Manhole alepa approved. Cut bJl from EDP "A• Manhole Mops shall be pored ,in sere atoiaw eel that cog portion steal mover Masve of erne is facing downatr.m. 1. fa dow y opposed equal o .r II I.W. In manhole to he.'O'rtng rubber gaskets. Infl-Hied external V-p• soda as repfred by the FngNay. yariaa A Man, a1 2 Slwrt Merino. Rie. to 12' 18' be Used Directly Betow Cone Section I...i BDIPs' BDIF, w i• Non 1. equi col manhole or approved equal. Nornalpe• filed 2. when the manhole or much basin with concrete b ad xita mortar on ell the trure roadwayconstruc the tra"led roadway a warrant m •idea (eve delver past and elgn Mon be emtoiled $rc • next to the mm aale. i]j 1/2 Diu of pipe 3. Pipe Mall be cut flush with Indde to.. of wall. 0. NI dog houses Mall be grouted 9 an Ue snide and outs ids. Jrd Poly wrap O• . • 5. PracaM Invert eh..Id be 1/2 21" Dio. of pipe and bench. Moped 2' toward larvalB. Prscaet heart 1• ree.ked. 79' 7. Horizontal dlstga Mall be Pay Piece W-1 /4 baM integral with bon nation Minimum thiclmex of pr.n.0 brae M e' for 14' deep or Iva, one SECTION VIEW moraines 1" In thickness for every 4' of depth groats than 14' deep. MTOF SANITARY SEWER OUTSIDE CJLJM DROP MANHOLE REVISE. 2-ere ENGINEERING DEPARTMENT wA,F ND'` 2103 FIE NAMEG NG a3 AfCompact Backfill 12' + + + + + + + + + + s + + + + + + + ♦ i + } h } + + + + + + + + + + } + h # + ♦ + i + } + + + i i } + Embedment + + h + + + + + r 9 ssqque + + + Material 6. a Foundation - / / If Required (see Note 1) 'Be' Denotes outside diameter of pipe HATES 1. A soils Engineer will be required determine e g ed d to a the depth of the pipe foundation embedment material If needed. Pipe foundation material shall ba in accordance with MNDOT 3149.2H course filter aggregate. 2. P.V.C. beddin shall be MNDOT 3149.28 select granular borrow with 7009'. passing a 3 94' slew, and less than 10% passing a NO. 2, is P 9 / D 9 s ve PIPE BEDDING FOR P.V.C. PIPE REwsm:2-10 ENGINEERING DEPARTMENT fro.. 2203 Fli.E NAME G: ENG SPECS 2203 SHEET 11 (DTLS 1) 110211-P112-DTLS.DW G © 2011 Pioneer Engineenrig MIMNUY 8' OF COMPACTED SAND PROPDa'Ea SEVEN SEPARMm.ATON 4 SJ'Y? IIA�}.tM Ixs,AAnaM TRANSITION TO SPECIFIED ONE PIPE LENGTH DEPTH (TYRCAL). INSTMI VERIC BEND$ W1H MEGA LUGS AS REWIRED. WATERMAIN UNDER STORM SEWER NQIE: p INSISJLATIOONN SHALLLOOTfR UP AT JOINTS BY MIN. OF21Y�T OUTSIDE OF RPE WATERMAIN /STORM SEWER trIDllmlloe CROSSING REvsfD:-1D ENGINEERING DEPARTMENT PUTE No.: 22Dd FILE tNME'. L' ENG prCS 2206 into aco136181e1 Curb ur ot&catchboeln, be traneiNoned gtchbosin to b9 depressed 2" r js' below resign gutter line grade. is Neenah R-3067-VB shall be used lot all low points. Curb unGutIs Concrete 2-f4-60'Long Rebors Each way ISOMETRIC o c7a e Top of I 2' Curb Design gutter line SECTION A -A No Scale E R Min. Transition `o ` 2-ff4-60• LONG Robots Each way Frame & Casting CURB CONSTRUCTION 1 AT CATCH BASIN REvsEo.+ ,o ENGINEERING DEPARTMENT PLATE No.. 3106 FILE NMMEG G SPE J106 SAWCUT ALL EXISTING MANHOLE OR BITUMINOUS EDGES GATE VALVE (TYP.) 12" MIN. EXISTING BRUMIOUS SURFACE I r1/4' ABOVE CASONC 2' MNDOT 2350 TYPE LV4 WEAR (9) TACK COAT 2%' MNDOT 2350 TYPE LV3 NON -WEAR (8) PATCHING NOTES: 1, SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5" BITUMINOUS PATCH. 2, MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4. USE JUMPING JACK COMPACTOR ON SASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. PLACE 1/4- PLYWOOD CIRCLE OVER CASTING TO CONSTRUCT UNIFORM EDGES. 7. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL e. MNDOT 2350-ORDINARY COMPACTION METHOD REQUIRED. C[FfOF TYPICAL STREET PATCHING ����p� AT MANHOLES OR C GATE VALVES (BITUMINOUS) REVISED z-ID ENGINEERING DEPARTMENT PUTS No.. 52028 TILE SAME:G SPECS 5202E PISNEERenginee Ming CIVEL,ENGINEERS IAND PLANNERS LAND SURVEYORS LANDSCAPRARCfa'fYGTS 2422 Enterprise Drive (651) 681-88 Fax: 94 1914 Mendota Heights, MN 55120 www.pioneereng.com eng.com • - - - . • FINAL GRADE - - - ut b -TRENCH w ° j MINNIMUM rr 6 SAND FILL _ ,�3" MINIMUM RIGID STYROFOAM SAND FILL INSULATION VARIES NOTE: PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED. INSULATION SHALL OVERLAP AT SEAMS BY MIN. 12'. COVER OVER PIPE - IS WIDTH OF INSULATING ROARD - b 5' 5' 6' 3- Cn'IOF INSULATION mom DETAIL 0 1 REvsED., 10 ENGINEERING DEPARTMENT PLATE No.. 2205 FILE NNM G SPECS 2205 ••• •1.1�•'� ��•l'���•MEN P. 'll1'�1i�� {� �•�1•�•1�3�����r • - � r1 • r r r • r - r • • is • :rr c XXX r• .r 0 to ft variable 1/Yr IDistance 3'r Top Bituminous Material 1 /Yr m slope 3 4 or ft n MnDOT B618 Concrete Curb and Gutter 1/2"r 6"1 Metairie.1.q v4 3er 1/2„r Top Bituminous Material s slope 3 4 of MnDOT 8512 ' Concrete Curb and Cutter 8 12' 1•w Use Only with Private Drivers".Parking Lots, ar Medians. 28'R 12"R 1g• Top Bituminous Material 68'R N e e 171/2 101/Y Surmountable Concrete Curb and Gutter 28' 4' 4" � Btuminaus Surtaea Bituminous Curb 6' Shoe Farmed N aff OF TYPICAL CURB Raw AND GUTTER REAAscO: 3-10 ENGINEERING DEPARTMENT PLATE �' 5203 FILE NAME:G G SPECS 5203 NQfft 1- V (late Shown 2- VB Grate Shown shall be �I used at all low points. O •I Face of Curb iv Direction of Flaw T PLAN Catchbasin costing and grate Neenah R3D67-V or equal 3" radius curb box Precast concrete or HOPE adjusting rings. Minimum of 2-2"k maximum of 5-2 Grate to be 2" below gutter grade. 5 transition curb on each side of catchbasin. Top of Curb Varies 6 1/2" Varies 3' minimum oetween each and a 3' Grout 6' thick concrete collar on the outside. 6'Min. base Doghouses shall be Lad on bath the uand outside. SECTION NOTES: 1. Steps shall be provided In all catch basin/manholes and atoms sewer manholes. 2. Costing to be totally encased In concrete curb section. 3. No block structures are allowed. 4. No wood shims are permitted in the adjusting rings. CM OF STORM SEWER CATCH BASIN t 2' X 3' RECTANGULAR REY ISEa: :t-10 PIATE NO.: ENGINEERING DEPARTMENT 3101 FILL NINE: C: ENC SPECS 3,m See City Plate No. 3107 for riprap placement. ., r•r- 1_....•. Use 2 tie bolt fasteners per joint. Install at 604 from top or bottom of pipe. ISOMETRIC NIS NOTES 1. All Reinforced Concrete Aprons shall be furnished & Installed without Trash Guards 2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe lengths back from apron. 3. All new Reinforced Concrete Aprons on existing pipe shall be tied to the first pipe adjacent to the apron. aff �p►yQ,or FLARED END SECTION REVISED: 2-1ar ENGINEERING DEPARTMENT PLATE W.: 3108 FILE NMIE: C: ENC SPECS 310E o IC P.C. CATCH BASIN IN RADIUS oy B618 CURB & COTTER nHTRANsrnON SURMOUNTABLE CURB & GUTTER A A TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30' 6" height 2'drop 10' long transitional height carting' 4" height _ 1 7- r4ZZZZZZ 7' MNDOT 8618 CONIC. C & G SURMOINTABLE C & G SECTION A -A aff OF TYPICAL CURB RADIUS REvTSED: I -ID ENGINEERING DEPARTMENT PUTS ND.. FILE N E-G:\ENG\SFECS\53aA 5204 6" Conc. collar 24"x35' slab opening for Neenah R3067-V or equal ' �I I-V Grate shown 2- VB Grates shall be used at all low ����IIII III / pointe. Neenah R3067-V casting and grate or equal. PLAN Minimum of 2 maximumtin of concrete adjustment tinge withith full beds of mortar. Precast concrete or HOPE adjusting rings. 6" precast reinforced concrete slob. !T"!p Top of barrel section under top slab to have Out top edge sealed with 2 beads of Romnek or equal. All joints in manhole to have 0' ring rubber gaskets. -0 Precast concrete section NOTES: 5• 1. Doghouses shall be grouted on both the outside and inside. 2. No block structures are allowed. Manhole steps, Neenah R1981J or equal, 16" o.c., Aluminum steps a approved. SO I.. . O Minimum slab thickness. Be for 14' depth. Increase thickness 1' for each of depth greater than 14, and reinforce with 6'x6' 10/10 mesh. Grout bottom of manhole to 1/2 SECTION diameter at pipe and slope grout 2' toward invert. �I�d�lp1�Vp[p� TYPICAL 4' DIAMETER 1 CATCH BASIN MANHOLE r¢Wsm:z-,D ENGINEERING DEPARTMENT PIAIE 3102 FILE NAME G G 3102 NODES 1. Grates to be made in (2) pieces 2. All melel Not be Not-dlppsd-Bdwnixed See Dail A -A 7Y• O.D. 1/d'x1' Rat Steel. Structure RspuLaa (2) - Piece Gate Per Drawing See, pa• tar ., How aYnW01 ear 5"4" a.a. inch way 1 0­13 UNG He Hex Head! Stainless Sled Bdte Wlh Note and Washers 1/4- SIeW Plate 9'tot 2' HWL nFTAII A -A Inlet pipe MOMS 1 Standunf pipe bedding =uired an outtat inlet A ouet pipes. 2. Tie last three phis. Usa bar the bolt larpse. per John. M1OF POND OUTLET CW= CONTROL STRUCTURE REYff0:1-10 ENGINEERING DEPARTMENT RATE No_ 3109 FILE NAYEG SPECS 1QU X Y 227.02' PPO In ai = HIGH(LOW PT. i3 n ONNACE 60' R IUS "3� n FOR u 60.25 n CURB AND GUTTER r � 28552'S0'PRC MIX JO, n 60.2E CIRCUM 45.5' RADIUS-2B5.88'/360' 90 3 � STANDARD CUL-DE-SAC X Ye COM./IND. 60' RAD. 48'. RAD. URBAN 50' RAD. 45.5' RAD. RURAL 50' RAD. 40'. RAD.• •NOTE T-All DISTANCE FOR STREET WIDTHS ARE MEASURED TO BACK OF CURB. 2. PLUS 6' GRAVEL SHOULDER. (RURAL) MI TYPICAL 0 Raw CUL-DE-SAC REVSED: 1-I0 ENGINEERING DEPARTMENT RATE N].: 52D5 FILE NANEG Ewc spEcs\szos NEENAH III GRATE OR APPROVED EQUAL CONIC. ADJUSTING RINGS (2') MMA%. IN. 2 4 MIN. IM * MORTAR BETWEEN CASTING RINGS a SIR MgtTM SHALL MEET MriOOTnOOT SPEC 2501 3' NOT:: 's REINFORpNG TO CONSIST OF 27 MA y- #• BARS AT D.C. BOTH WAYS e" WA LTG. SEMPTRECA� SECTION OCK PRE -CAST OPENING AS REQUIRED ell LACE ON 5"HALL BE 6" CATCHBASIN (27" DIA.) DESIGN SPECIAL 2 �pU� �f�O�FppI� CATCH BASIN 1�nmlaBn 27" DIAMETER REVISERt-10 PLATE ND. FILE MME:G: tNc sPErs 3,w ENGINEERING DEPARTMENT 3103 PL CL PL I M. 1 30' 1 Wear Course to be 1/2' Above Edge of Gutter e 3.0 2.0% N. YyBtu 1' Dralntile r Topsail, Seed & Mulch S. 1 1/2'-MNDOT 2550 LVW£350308 or od Dralntile Tack Coat - 2357 Surmountable 2"-MNDOT 2350 LVNW35030B Concrete Curt 12"-Gloss 5 Aggregate Base, 100E Crashed 24' MNDOT 3149.2B Select Granular Borrow (-See Note 7) NOTES 1. Minimum Right-af-Way Required - 60'. 2. Maximum street grade 7.OS 3. Minimum street grade 0.751E 4. 4.0' Topsoil placed in disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next Construction season following placement of the bituminous base. 7. A test roll of the prepared subgrode shall be performed by the owner In the presence of a city Inspector. The city has the authority to require additional subgrade correction based on the test roll. 8. Dralntile shall be placed along both sides of roadway. See plate 5232 for details. ffff F TYPICAL 0 RESIDENTIAL STREET SECTION FILE NAME o ENGINEERING DEPARTMENT PIAIE o' 5200 FILE NAME C: OlC SPECS 5200 0 ! W I Remava Crown Expansion Joint Day wrap) ExpanelOon Joint 1 OC I � TTpout Gutter -•sue A • A f-Watertbw 3/4' Slope par foot 3" up from bottom 4 it .Ill i 6' Close 5 bows ONE incidental to apron EMI f4 Reb r O 6" O.C. SECTION A -A No Scale NOTES 1. 1/2" Preformed joint filler material - AASHTO M213. 2. Contraction Joints 8' O.C. in Cross Cutter. 0 CITE OF STREET INTERSECTION C1 CONCRETE VALLEY GUTTER REMSEo: 2-m ENGINEERING DEPARTMENT PIA1E 5206 FILE NAYS C:\QMG\SPECS\5205 24'06" slob opening far Neenah 3067-V or equal i 1- V Grate shown 2- VB Grates shall be used at all low points. III III Neenah R3067-V casting and '�iC� grate ar equal. PLAN inimum of 2 maximum of 5 3" Radius concrete adjustment rings with full 6" Conc. collar beds of mortar. Precast concrete or HDPE adjusting rings. 6' A 6' precast reinforced concrete slab. Varies 12'-16•' Top of barrel section below top slab E to have flat top edge sealed with E 2 beads of Romnek or equal. Varies AN joints in manhole to have 4'-0' Typ. 0' ring rubber gaskets. n Precast concrete section 5• Manhole steps. Neenah R1981J or equal, 16' o.c., Aluminum steps opproved. Doghouses shall be grouted on both ° Me outside and inside. NOTE: yea° No block structures are allowed. ecell �1 A Minimum slab thickness, 6" for 14' depth. Increase thickness 1" far i+F each 4' of depth greater than 14'. and reinforce with 6"x6" 10/10 mash. A. SECTION No drain hales CIFIOF CATCH BASIN 0 MANHOLE WITH SUMP REVISM.. 1-10 ENGINEERING DEPARTMENT 'Ma.: I3104 FILE NAMED C SPECS 31D4 EXISTING BITUMIGUS SURFACE SAWCUT ALL BITUMINOUS EDGES. (TYP.) t- 2" MNDOT 2350 TYPE LV4 WEAR (B) TACK COAT 2%- MNOOT 2350 TYPE LV3 NON -WEAR (8) 12' MIN. CLASS 5. 100E CRUSHED AGGREGATE BASE, PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CUSS 5 MATERIAL TO ACCOMMODATE A 4.5" BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4, USE PLATE COMPACTOR ON EDGES OF BASE COURSE PATCH. S. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6, ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGONE ALL PATCHES PRIOR TO APPROVAL. 7. MNDOT 2350-ORDINARY COMPACTION METHOD REQUIRED. aff OF TYPICAL STREET PATCHING BITUMINOUS REVTSED; 2-10 ENGINEERING DEPARTMENT PIAIE N0i 5202A FILE NAMED G CS 2a2A DIY aura raw PA NO CURB & GUTTER a sd MixYMSCE PRCHAtt ` b W HARDCOVER ALLOWS wDTN 1 -24' MAX AT Po.w ____ _- _. _._-_.____ ___._ �j a.a.w FAMISMUS sBarAum. AMw OF s'R MN T REalbw0. Y s. a1z Or(1 M PAw1eMT ISJ 9AYa11 TIC EM aF MM1ENAY sAxali .el s11EET PARfI NaiAS "a TAa, Was, PAMNG. Mat,, ®DN BIIIMICUS STREETS COXIRACTm MUST SAWa1T AND REPLACE MIN Is- .1 C£ eTPQT SEC1W wet Mrse P.M., no, Me"A' MIN. dour, SECTION etlCRNES. Bel THobEss To TE a eT OF MY s Au BE A M AA M OF 2-r Urn or spiessa15 MN inW alS Eal sA4 IV over FRo1 PA CURB & GUTTER fA d w' MAx IF IiAra T. w.UUM pRCPflttt IF HAROLO•LR I1LOW5 I� b x• MAx worn Ix Ao , g Raw. F A RACWs e reTN1ID. A MI OF ] RADAM Is REQUIRED. Y r.� Y� vAex a Owen Y. s d Y di�:�s ♦. MOTS, , R.D.w. 5HAu BE A xIYEM OF z-x- uFrs a Q aTUMI d TIsa, 6. F wTLNlxws xIN e- a aAss s Fw EASE F TIE OURBE NETR To BE REPLACED THEN THE ABDYE MAUL FOR a11ER RE9 AC mi US BE USED AO Te DURB RE'Ved TD TIE NGTc4r .WNa OR Ue T f 5 W co CUIB wLL RtLIIN lO TE HFxT JMIi Nip gIT1Elf 111E MIMMEa gIWFR aiNl/,SE. C�IUF 0 RESIDENTIAL BITUMINOUS DRIVEWAY ENTRANCES ��� WITH AND WITHOUT CURBS REvlsEn: z-ID ENGINEERING DEPARTMENT war I'52D9 FILE NAMEc: ENC SPEC$ 520x SHEET 12 (DTLS 2) 110211-PH2-DTLS.DWG © 2011 Pioneer Engineering Z VARIABLE 0 a HYDRANT VALVE BOX 6' VARIES 5'-6' (SEE PLANS) 1/4" PER FT. SLOPE TO ROADWAY CURB .. *`.'. 4" CLASS 5 BASE 2' 3' 2.5' CONCRETE SEE NOTES 1 & 3 O 1. TYPICAL 6" THICK CONCRETE SIDEWALK. 2. USE B" THICK FOR COMMERICAL DRIVEWAY CROSSING. 3. JOINT SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. MfOF CONCRETE SIDEWALK REVISED: 1-1D ENGINEERING DEPARTMENT 1": 5214 FILE NAME G: ENC SPECS 5214 -i DETAIL II -II II II 14 i -Ir�lr =11. T �NI � • A i- - w j��;:�l�ll DO NOT CONNECTTo Ili�ll-11(-Ilf�ll�ll-11.=11e EXISTING MAIN TILE PIPE11-111. a , - AND PIPE TRENCHTRENCH ,ETAIL ROCK TO BE MAPED IN GOOTEKILE FABRIC • •'r.Il.�p.11.�F.�.�p-�I.I "I!�, � II. 1=11711 1111=11 II- X WASHED ql .m ILA BOOK I. �i ♦� =.I M-1 I� DIA. PIPE 71171_.�J_t.--�1_I: :1 - PIPE TO STREET MI l TYPICAL SUMP PUMP +'. DRAIN C• • e 2'-U• 1 4'-0" 2'-0" 1/Z"x6" Galvanized Bolts with Cut Washers (Carriage. Hex. or Sq.) 7-1/2 1" l'-3 1 /4" E V-3 1/4" 0 ,n ominal 1'z8"x8'-0" 2'_2" No. 1 MIN. Grade Lumber c ....... .- ..... ...... ... E • Ex. GrWnd m APPROX. lV Treated Wood Ponta 4"x4" x 8'-D' No. 2 Grade Lumber or better NOTE The barricade board face surfaces shall be fully reflectorized In alternate allver-white and red striping, using a reflective Meeting conforming to the requirements of MnDot Spec. 3352.2A2a, Standard No. 1. Prim to installing the reflective sheeting, the barricade boards shall be given a complete coating of White Wood Primer paint conforming to MnDot spec 3513. followed by a second coot of white paint conforming to MnDot spec. 3531 applied Only to the surfaces not covered with reflective sheeting. The barricade boards shall be completely painted and reflectorized sheeting applied before being installed on the posts. The barricade shall be placed 10'-0" from and of bituminous road, barricades to be centered on the roadway, to be facing traffic flow. Barricades to be Installed in accordance with the Minnesota Manual an Uniform Trafc Central Devices. Cfff OF TYPICAL BARRICADE REVISED. 1-10 ENGINEERING DEPARTMENT PLaaE N0'` 5244 FILE NAME G 51'E H PIONEEReneneering CIVIL 134OE,,sRS LAND pIANNERS JAM SURVEYORS LANDSCAPE ARCFRTBCCa 2422 Enterprise Drive (651) 681-1914 Heights, MN 55120 Fax: eng.c 88 Mendota Hei S www.pioneereng.com FAME 10 MAIMam A`1 OF BASE DIAMETER my w WALK I BACK OF CURB DOME SECTION 00000000 000000000 .0000000 l 5/r-z 3/r T FACE L URB �� MW B ta/e•-13 °°000 000000 A_i co 0 PLAN VIEW OF DIAGONAL RAMP 15/161 5/rMRt /swel DOME SPACING Q6R !\CUTTER YL�- I4! a- € _ i u °6 FE/FT. OR MTIFA® $ 1 SECTION A -A 5 a a 006 G hTs�E OF FLARED 9M LIF EASING /rT.- 00 NOT FTSLO AY y q USE D10 iT/FT.- DDB R/FT SLOPE ) ELEVATION OF RAMP 1p. B' III (D 1/2 INCH %EFI NMm JOINT FINER MATERIAL, AASHTO M 213. WHEN A MEDIAN IS NOT ODE ENOUGH FOR TWO PEDESTIAR RAMPS AND A 48• LANDING BETWEEN THEEI, TIE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEt'El. ® e' TO B' IS THE REQUIRED OFFSET OF TIE TRUNCATED DOME AREA FROM TIE FRONT FACE OF g) ADABREQUIRED TRUNCATED DOME AREA SHALL BE 2' 0' MIN. IN DIRECTION OF TRAKL AND AL SHL EXTEND TIE FULL WIDTH (4' r TYP.) OF THE CURB RAMP. THIS 2'0• BY 4' 0. ODTH (IYP.) TRUNCATED DOE ARE SHALL CONTRAST VISUALLY MYTH THE ADJACENT WALKING SURFACE. ME ENTIRE TRUNCATED DONE AREA SHALL BE A EIGHT COLOR (GRAY) OMEN THE ADJACENT SMI IS A DARK COUM. TE ENTIRE TRUNCATED OWE AREA SOUL BE A DARK COLOR (MAY) WON THE ADJACENT SOEWALK IS A -W M- OR LIGHT MAY CEMENT COLOR. SURFACE APPLIED TRUNCATED DOMES I STAMPED CONCRETE WILL NOT BE ALLOWED. TRUNCATED DOME AREA SHALL BE NMAN DETECTABLE WARNING PLATE ROM THAT MEETS THE CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING SYSTEMS C�IOF PEDESTRIAN R%W CURB RAMP REMSEDI 1-10 MTE NO.: FILE NAMEa G SPECS 521s ENGINEERING DEPARTMENT 5215 SEE BELOW `hs,IIIIIIII�I' 3 �'sr ,•. f Y C1tivb...- -- -' STREET 77r7NDERGROUND SUMP DISCHARGE117- EXISTING DRAIN TILE SUMP PUMP DRAINTILE MINIMUM 1.0' /FOUNDATION POSITIVE SLOPE ON PIPE 2' MINIMUM 1? PCV SPACING 4' FLEXIBLE■ -_ END PLASTIC PIPE PUMM • • • silWI1HOUSE . . MY;I' DETAIL r 6" x 24" or 30" or 36" Traffic Sign Double Aluminum Street as Required Sign - Both Directions 2.5UEL 7' Upper Galvanized Steel Sign Post a Z O.D. Ie (2) 5/16" z 1' Galeerlwnized Steel c In Poet Bolts - J Pipe 12 Guage - Tamperproof Q with Washers :ZMT1n - v Curb I E Anchor Plate 3L9. 7' Anchor Tr Po -Pmatically Driven Typical Street Typical Traffic Sign Installation Sign Installation 6. _� Bon Post With Sign Post in Concrete Post Expansion Joint Material E to - 4 Sides Full Depth d:6rf-f-11V - nLWe F4 Typical Sign Installation In Concrete Median Anchor Plate Detail NOTES: 1. For Boulevard Location of Street Signs and for Traffic Signs, Contact Chanhassen Street Superintendent (952-227-1303). 2. Far Material Specifications See Section 4.11 of Standard Street Specs. 3. Traffic Signs with 9 Sq. Ft. or More of Surface Area and 36' or Larger in Size, Must be Mounted with Two Separate Posts. 4. Far Private Streets. Signs Shall be the Some as Above. Except Lettering to be White on Blue Background. an OF STREET AND TRAFFIC SIGN INSTALLATION REvsEo: /-fo ENGINEERING DEPARTMENT PLATE "G 5217 FILE NONE Q\ENG\SPECS 5217 ( GENERAL NOTES - TYPE R WMINARE: E ANWNa UWTRY (WWN[MWL nr N4MIWN NWL MC 9NlWo u,TNO M fNR a 11NReE 11 saw Nee tmS- L90 wNm llrt T. fore. osww,ml MI W Kxin`o SW KIT NM,J Aar a,Au eE aEcrwuAwR EFIwIaN AueweY leer (au0•a . e•: , the t0a). Oxbrox, IDAK ® II N: oarce Iir-eTENIL Gsou. ro,swe InI Ia{flwWe no. wA6 wN-Ar be IIPIOWa axlK NC �T3EA I I I a (DIswan.r ,urYSMmr Tar awxw.Aw O IRi1,sa SrAil.le BA4 91YL E TlE-X CAa: SIEII. 1 °0 e® axe eau m -,wAez waaaesaF W . 7 ,/e . W ,YH. r0 want¢ Y,oeME,woae ux: s e0 tma IrAm to aY u.mNla 9,NL Exrzxb M- lxr MOAa nYa N ,w eAR Y M erMNIA nNMal W➢MATE 3ILPEF N-TEyxE r11w5 LTI62 amm aIL¢me awl w: uen. sal a Eau To . aFMKK W1wx11aa" N4HaL£A Th}E es NF8 WM A aSWY11WE re.MY COIL aLEdr Nla GENERAL NOTES Ili Ws YwI°VLLw+arr"ra�Aa.somulas rcrosar ro mart. wrN 11E fYR1AIEAA weLL RV.wE YN Twe ehx To ex am. (z) WANE 111YNAYea Yee WALAT NpYi9 OREIE . ILL 6es Y0 weenco ae As ASM.. M MAY. ae YL swell .1 A6d. III BE SiIRa eY TE FNa1F➢1. IY-IIO O arrows be 1e5 PPL 1 svI or IN9E Eo Nla Mnm,Fd far 1,6}YIAIOI n-1 re rQTYIATLN re re N.SP. Y.m.. PxDTNI. vxNwllTr 9es rla®IIIe YIN AXE .w1XMAse Ns'. niF3IDRAlIW, tLL alb r. OYala1e . AE rCTPY FlMSX o 6WW➢ NR,a a - ria wr M a_,box .e ne we ens, M e s ran ,.P.A ie ze awl. senor. 1. foe Ian wX woo uvo YL tort aY:s Iwauwc wx6 9emx toll wus xn 6Mel vmmac) SMNL E 0..E®Y raplll. wtx£ 9aR] aR M1MKlEs YVLL E. AT Ill TINEi 4AW9N6 RuT mw AN CPbN1F m WIT POE. PAde2 aerYAYRn qR]e.. AT. VEHw toss: now, . - wov-.) LIGHTING POLE REVISED. z-oR ENGINEERING DEPARTMENT MTE ND.. 5240 FILE NAME: C: ENG SPECS 5240 CITY PROJECT NO. CITY OF CHANHASSEN ME . WATER OR CCOMlATW 4RN¢ OBOE ME Street Name Lot_ Block_ Addition Nome SEWER: Downstream Manhole No.- --Sta. at P.L. from Downstream Manhde + Elevation at C.L of Sewer Main _ Distance from Sewer Main to Cleanout X of Grade for Service to be installed Length, Size and Type of SeMce Pipe ------- Depth at P.L__ Distance Sewer Main to Riser +____ Riser Height WATER: Downstream Manhole No. Sto. at P.L from Downstream Manhde___+ Length. Size and Type of Service Pipe_ Depth at P.L. Curb Stop Carver Co. Coordinates: X_ Y___ Z []Check if Sewer Service Riser Installed I- Denotes Sewer Service End ®-Denotes Water Service End (SHOW SKETCH WITH TIES HERE) Contractor F.. Ted by Date Lxatbn and Dell of Serb a canmW by Se . ties ahW be a"In9 flee of ,art mare Non Ice In length beter, be PoFI• and ofai G tad to evmonart ebuclulee w,ch m Watling cornea W. babas, hdn, cold, baMna h"te, etc T. to item. po.rmpose. propM) carnwa twephm unity boom "I not be�exiI e n : - 1 e aff OF FSTANCARD SERVICE amm TIE CARD REVISED. t 10 ENGINEERING DEPARTMENT PLATE "G 5221 FILE NAME Q \ENG\SPRS\5221 U12-Mz HARDWARE PACKAGE INCLUDES: ,ate (4) 1•a4' GAV. CARRIAGE BOLTS FULL THREADS -V (4) ROUND RAT WASHERS. (5) 1' NUM (4) LOCI( WASHERS k (4) 3•x 3.r TAPPED RETAINING WASHER. T 0.75• TO 1r DIAL BOLT GRCLE { NOTCHES IN SHAFT To ALLOW BOLT HEAD iN `I CLEARANCE �S 1. FINISH. HOT DIP GALVANIZE PER ASTM-A155 (LATEST REASON), tN 2. BASEPLATE TO BE PERPENDICULAR TO SHAFT AXIS (k 1') AND HOLE CENTERLINE CONCENTRIC (4.195) TO SHAFT Axis. 3. STENCIL MIN 1/2 IN. LETTERS MANUFACTURER'S NUMBER AFTER GALVANIZING 4 PLOT PONT AND SHAFT AXES TO BE CONCENTRIC °C 9.66" DIA. .125 F/H) AMID IN UK (+/- Z'). W S BALE CUT SLOT PERPENDICULAR TO THE BASEPLAM B. PRONEAT, TUN9ETL.AST, HANDMND. AND CLEAN BASE W HEUX AND BLOT PONT ON ALL WEEDED AREAS 7. FLAMECUT IRREGULARITIES PERMISSRLIE. (1) VALLEYS NOT TO EXCEED 3/32- BELOW Noel SURFACE LEVEL (2) PEAK5 OR POUTVE IRREGIILA PTEVEL OR NOT TD EXCEED 1/32' 14'OIA ABOVE NOMINAL SURI LINTEASECTON IS Or NELIx NOMINAL SURFACES B. ALL MATERIAL IS TO BE NEW. UNUSED AND MILL TRACEABLE MEETING THE r MNG SPECMFICATil BOOT, •Tn AST A25-(LATE1tT REMSON) STRUCTRA STEEL (CONFORM TO AAS M TECH. BUL 1270. SBAETE AST: A252-(LATEST REVISION) GRADE 2. STEEL PIPE PILES. ALTERNATE MATEOAL: ASTM ALL pADIAL SECTIONS NONMA A53-(LATEST REMSCM) TYPE E ORB. GRADE B. 3' SYEEL RPE OR AST A500-(LATEST IMASON) AL s AL GRADE B STRUCTURAL STEEL III HE IXI AST AeJe-(LATEST REWSON) HOT ROLLED STEEL PILOT POINT: ASTIM A575-(LATE9T REASON) STEEL CRUSE CARP BOT PER AR9 B1D.k1, 645 JAEa GRADE-S T 10. BAS um Is PERMANENTLY STAMPED OTH ALL AOIAL WOWS NORMAL MANUFACTLRm'S IDENTIFICATION 'ABC' IN 1/2' LETTERS AND TO AIS +/- 3 DAM COME IN 11V LETTERS 11. HARDWARE SHOULD BE PACKAGED IN BURLAP BAG AND ATTACHED TO FOUNDATION. HEUX MUST BE FORMED BY MATCHING METAL DIE WCMMO TCRWE NO GREATER THAN 1e,000 FT. UL (SM WEN OF TRINE HEUCAL FORM) an OF I LIGHTING ASSEMBLY amm BASE DETAIL REMI 2-08 PLATE NO.: FILE NAMEQ G SPECS 5241 ENGINEERING DEPARTMENT 5241 AGGREGATE BASE MNDOT SELECT GRANULAR BORROW COURSE FILTER AGGREGATE i 3149'2H po �MNDOT 12' DEEP N rL RODE TO DRAIN CAY S 4" PERFORATED PIPE CEOTEXTILE WRAP (3733, TYPE 1) TRENCH DETAIL Perforated PVC, or Dual Wall smooth interior corrugated PE pipe. 5" CONIC. CLEAR PIPE DETAIL GROUTTiD PIPE NOTES: 1. CLEANOUTS REQUIRED AT 300' INTERVALS & ALL ENDING POINTS. 2. SWING TIES M BE SHOWN ON AS-BUILTS FOR ALL ENDING POINTS TO ALL DRAINTILES. 3. OPENINGS IN STRUCTURE FOR DRAINTILE TO BE FABRICATED OR CORE DRILLED. 4. THIS DETAIL TO BE USED WHEN 2' OR MORE OF EXISTING SOIL SUB CUT IS NECESSARY. CITIOF 4" SUB -SURFACE DRAINTILE REVISED.3 aB ENGINEERING DEPARTMENT PIA'M Nl 5232 mur NAMEQ G SPECS 5232 26 660.4 14(35&6) CAPPED ROOF W/DRIP SHIELD (4-SIDES) PHOTOELECTRIC CONTROL DEVICE AREA LIGHTING RESEARCH #SST-IES T'MSTLOCK RECEPTACLE, 3-TERMINAL o 1000W. 240VAC (MAX) OIDCELL TERMINAL BLOCK CONTROL POWER TEST SWTCH. 2-POSITION 'AUTO-'TESr, ALLEN-BRADLEY TYPE'sol MLTIGHT illegal METER SOCKET, 200AMP Y DOUBLE PADLOCK PROVISION GFl CIRCUIT BREAKER, 20A/1P O SURGE SUPPRESSOR. SQUARE-D i5DSA117 CONTROL POWER TEST BREAKER. 15AMP/1P n MIMENS TYPE 'BO' ® CIRCUIT BREAKERS, 2-60A/2P SIEMENS TYPE '60, OR EQUIL I5_'eel ® CONTACTOR. 2-6°AM 'l WOR EQUAL C COIL "III ALLEN-BRADLEY TYPE 'NEC, OR EQUAL DUPLEX GFl RECEPTACLE, 20A. IRON BASE FRAME WIN OPEN BOTTOM FRONT ELEVATION NTERIOR DEVICE MTC. PANEL AND CONTINUOUSLY Iv OPEN BOTTOM HINGED DEADFRONT +U +i ANGLE IRON BASE FRAME (3/16• X 2• X 2') = CONSTRUCTION M EO ],5Y1 L! Ui TION NO•E$<: FAMICATED FROM �I 1. ABINET BEIf 1(25.4) DIA. MTG HOE (a) Wp�gltADDL_ Ft&22°�GAUUGE ALLSSEWEEA�RVICETBBM�FNUMT L E BE BASE LAYOUT TAMPEfR OWrD GArRMAGF BOLEXPOSEDroWSETNerWMEIXNCAI PAINTED A PRIMER SHOP COAT OF RED OXIDE MACRO W07 AND AN OVEN BAKED DARK MEEK ENAMEI. NHD 3652. -2 .A, Hea-d,-cabFY�• N"�-�- 2 SERVICE CABINETS SHALL BE UL LISTED AND LASEEO 'SUITABLE FOR USE AS SRVIO ENTHAK£ Fousiou Y, (TffOF STREET LIGHT SERVICE CABINET RFASED: 1-10 ENGINEERING DEPARTMENT P"ff N0' 5242 FILL NAME: co \ENO\SPECS\5242 HUB WTH THREADED METAL PLUG TO BE SET AT FINAL GRADE METAL TOP PLUG MADE OF MATERIAL TO ALLOW LOCATES NOTE 1. SOLVANT WELD ALL JOINTS ON CLEAN OUT. (NON-GASKETED) 2. CLEAN OUTS SHALL BE SPACED AT 300- INTERVALS (MAXIMUM) UffOF I SUB -SURFACE PVC DRAINTILE INIMM CLEANOUT QED` ' 1p ENGINEERING DEPARTMENT PLATE No.. FILE NAAIEQ C SPECS 5234 5234 Sidewalk or Concrete area 6' mi...�-..- ..-.�� Foundation in Sidewalk or Concrete areas Preformed Joint Filler Between Sidewalks or Concrete Areas and Concrete Foundation PApprox. 1/4" Steel Wire Mesh Preformed Joint Filler Between Sidewalks or Concrete Areas and Concrete Foundation 2' Ground Line 38 Mi 18" Min. 2e Steel Wire Mesh v` Longer If Directed by the Engineer In the Field Foundation in Shoulder or Boulevard areas NOTES: 1. Foundation shall file 0' longer andrider than cabinet base to be installed, or as specs Ted in Ions or Specia Provisions. 2. Anchor rods, nuts, and washers as approved by cabinet manufacturer, (Number, size and length of anchor rods shall be as required by the cabinet manufacturer. 3. Upper part offoundationMall be beveled or chamfered in a neat manner as directed by the Engineer In the field. 4. Conduit (number and size) Into foundation shall be as required In Plana or Special Provision. Top of conduit Mall a threaded and capped yftpZ Installation ( nttB big al appl4s are install I), Cpndult hall pro ppt 2 -3 ab ve concrete and broil be locatednthe e CObRot base wr,ere dlrNla oil by the Engineer, but Mall not Interfere with my cabinet supporting members. 5. A SO" DID. x 15" ground rod shall be Installed in the foundation and pro)ect 2'- " above concrete. 5. A sidewalk or concrete once shall be on the door side of the cabinet in all cases. 7. Concrete mix 3A32 ar equal to be used for foundation and concrete walk. 8. Service enclosure shot be orientated away from adjacent street/parking lot lighting. MYOF SERVICE CABINET FOUNDATION REWsm. 1-10 1ENGINEERING DEPARTMENT MTE No.. FILE NWEG:\ENG\S•ECS\5243 5243 SHEET 13 (DTLS 3) 110211-PH2-DTLS.DWG © 2011 Pioneer Engineering SETBACKS SHORELAND ZONING Front: Garage foundation to R-O-W =25 House foundation to R-O-W =25 Side =5'-Garage 10'-Building Rear=25' Min Area: Lot Area=15,000 SF Lot Width: Lot Width =90' @ Front Setback Max Impervious Coverage=25% 37 A. 11917 SF 8: 4171 SF A: 12879 SF 36 B: 443E SF 12 A: 14934 SF _ 11 8: 3734 SF A: 18804 SF '_:- 1 D ` B: 4201 SF A: 15859 SF \� B: 3965 SF A 15545 3F B: 5441 SF 35 / A: 17105 SF 8: 5987 5F A: 1066732 34 B: 3731 A: 9044 SF B: 3165 SF 33 / 24 25 26 OUTLOT D CONSERVATION SIGN A: 15090 SF 8 - - B: 3773 SF A: 15009 SF B: 3752 SF 7 A: 16333 SF B: 4083 SF 5' SIDEWALK WETLAND DNR 10-213W MANAGE "2" LAKE RILEY DNR 10-2P OHW 865.3 WETLAND MANAGEMENT LAKE R/t CLASS "IMPROVE" Er OHW=865.3 �O A: 18461 SF 2 • G' / 30' S.B. TO BUFFER 8: 4515 SF _ l) O 1 A: 11498 SF 27 A: 16112 SF B: 4024 SF 28 29 30 ':: 31 B: 5814 SF A: 9572 SF B: 3350 SF A 9691 SF B: 3392 SF A: 9472 SF A: 9526 SF A. 9127 SF A. 15015 B: 3315 SF B: 3334 SF B: 3194 SF B: 3754 SF" A: 10551 SF A 9999 SF A: '5039 SF B: 3893 SF B. 3500 5F A: 9881 SF 0. 10005 SF B: 5264 SF 15089 A. 9884 SF A. 11414 SF 8: 3451 SF B: 3502 SF 99 55229911 B: 3459 SF at 3995 SF 23 22 21 20 I 19 18 17 16 RLM ZONING Front: Garage foundation to R-O-W =25 House foundation to R-O-W =25 Side =5'-Garage 10'-Building Rear=25' Min Area: Lot Area =9,000 SF Lot Width: Lot Width =65' @ Front Setback Max Impervious Coverage=35% PMNEERengineering Ma, ENGPIEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (6 681-1914 Heights, MN 55120 Faax:x: re 1-9488 Mendota Hei B www.pioneeng.com 8 9 \ 10 11 12 13 14 15 A: 9806 SF A: 19317 SF B: 3432 SF B: 6761 SF A. 9935 SF A; 9225 SF B: 3478 SF B: 3229 SF A: 9476 SF B: 3317 SF A. 9727 SF A: 9978 SF A: 13861 SF B: 3404 SF 8: 349Z 5F e: 4851 SF A: 15067 SF B: 5273 SF A: 15257 SF L ]SF6 B: 5340 SF1419 SF A, 12455 SFB: 4419 SF A: 10500 SF A 10500 SF A: 1A: 11241 SF 60 38719 SF SF 6: 130575 SF 500 B: 3875 SF B: 3675 SF e: DB: 4360 SF '18: 3934 SFA: 1B724 SF B: 5853 S 6 5 4 3 2 4 Z 0 OUTLOT C -WETLAND BUFFER -WETLAND BUFFER SETBACK -WETLAND CONSERVATION SIGN A. 15900 SF B: 5565 SF O A: 10352 SF B: 3523 SF 3 A: 9150 SF B: 3203 SF 2A. 9743 SF B: 3410 SF \1 A: 14645 SF / B: 5126 SF / 00' SH 10ORELAND OVERLAY A: 11713 SF B: 4100 SF 3 A: 9440 SF B: 3304 SF 2 A: 139DB SF / 8: 4867 SF 1 / SUBDIVISION DATA SUMMARY: 1: 12669 SF B: 4434 SF A: 13512 SF A: 11554 Sl A: 11047 SF B: 4729 SF B: 4079 SF 8: 3565 SF A: 15995 SF 5598 SF O8: 4 5 6 7 8 TOTAL GROSS AREA: 50.48 ACRES TOTAL NUMBER OF LOTS: 66 GROSS DENSITY: 1.307 UNITS/ACRE TOTAL PARK AREA: 4.83 ACRES (OUTLOT B) TOTAL PUBLIC ROW AREA: 6.86 ACRES TOTAL WETLAND AREA: 10.40 ACRES (DNR WETLAND 10-213W) TOTAL NET AREA: 28.39 ACRES (GROSS -PARK -ROW -WETLAND) NET DENSITY: 2.32 UNITS/ACRE 0 50 100 200 GRAPHIC SCALE IN FEET 110211-PH2-SrFE.DWG © 2011 Pioneer Engineering 4000 SERIES 6000 SERIES SPRINGDALE A - FOLK UNDBERGH A - FOLK PILLSBURY A - CRAFTSMAN RAMSEY *CRAFTSMAN' - C3 SINCLAIR A - CAPE COD SINCLAIR 11 A - CAPE COO ST CRUX A - CRAFTSMAN ST CRUX II A - CAPE COD TAYLOR A - FARMHOUSE ACUSON A - FARMHOUSE AUBURN A - CRAFTSMAN LANSING A - FOLK MONTICELLO A - CRAFTSMAN SPRINGDALE A - FOUR EXPANDED KITCHEN/NODK STERLING A - FARMHOUSE WSTON A - FOLK TOTAL IMPERMOUS AREA - 3506 SF TOTAL IMPERVIOUS AREA 2853 SF TOTAL IMPERVIOUS AREA 3342 SF TOTAL IMPERVIOUS AREA 2734 SF TOTAL IMPERVIOUS AREA - 3173 SF TOTAL IMPERVIOUS AREA W72 W TOTAL IMPERMOUS AREA = 3343 SF TOTAL IMPERVIOUS AREA 2909 W TOTAL IMPERMOUS AREA 314D37 SF TOTAL IMPERMOUS AREA 3180.44 V TOTAL IMPERMOUS AREA 3507 SF TOTAL IMPERVIOUS AREA 3Z04 SF TOTAL IMPERVGS AREA 1528 SF TOTAL IMPERMOUS AREA RINI SF TOTAL IMPERVIOUS AREA 3926 SF TOTAL IMPERMOUS AREA 4464 SF EGRESS AREA - 76 SF EGRESS AREA - 54 SF EGRESS AREA - 22 SF EGRESS AREA - 54 SF EGRESS AREA - 54 W EGRESS AREA - 54 W EGRESS AREA - 38 BF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA - 54 SF EGRESS AREA - 54 SF EGRESS AREA - 54 SF EGRESS AREA = 54 SF EGRESS AREA - 54 SF EGRESS AREA - 54 SF EGRESS AREA = 76 SF REAR PORCH AREA - 1" SF REAR PORCH AREA - I" SF REAR PORCH AREA = 1" SF REAR PORCH AREA - I" SF REAR PORCH AREA - I" SF REAR PORCH AREA = I" SF REAR PORCH AREA - 1" SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA - 1" SF REAR PORCH AREA - 144 SF REAR PORCH AREA - 144 SF REAR PORCH AREA - I" W REAR PORCH AREA - I SF REAR PORCH AREA - 144 SF REAR PORCH AREA - 1N SF e 8 MOD e e _ a. .00 m 0 48.W ° 16.W n 44D0 14w H n n 28.00 16.0 16.00 law n R Pmr Hexr EAEA vi OO.UO 4app 4p.W 40'w ____ N m 56.00 � 56.G1 _ °I 'R n rmT P1mT MFA 40.D0 n o $ 50.00 rwr MNr WKA m n_ lwe 4 n. r___ n IwY rPoM nAFA :1,117 srw31�gT. KTS% q rmiNqi MFa Q r 'r1 Mi NMi MaA fwiRNr/!RA m iwi PRNi NEA H iIPY q K� fmiPFNiMFA 2O.D6 rmT LTWT MFA Me R a _____LTMqR rwiNMiMEa.D r r _J 1D.D n rlpiPpli.VEA LItY q n 1xxJ q 0. Lb3 q. M1 imT HIM AREA 2D.DO Lyft q. M1 p m 2:N q. R m b $$ iM R K o X 1. q M1 N n n ry %C R K q N y GARAGE m m 12.00 12.00 m_r_________m n _______ry-______fGARAGE 4.9 ____-___40 + GARAGE R GARAGE n-_________ ____________ 4. GARAGE w '� lam ______$ taw �__-______ n N o 0r_____ _lOW r- I N 3 n 1.54 ry g m 0' ~CARAC{ o in m N tO.CO 1 GARAGE S "� '11.11 ^. 20.67 GARAGE o o N 20.46 x1 20.67 GARAGE n n R ry o n GARAGEGARAGE '� GARAGE gi GARAGE $ f GARAGE 14.1 rv20.]9 '� i20.1] % n �� 19.54 rx 19.37 N N 2 GARAGE 30.'0 d 2000 17.50 im 17.510 im GARAGE $aldm "' $ , o parch mg.Op a m m .W 28.W ry 1246 .N 12.46 - 51167 $ 20.w"l] 12.50 N 000 7.0 m) q ,� parchw.m n _-_F $22.OD fm] Hum N 12.17 22.0) 10, m 10 06. N W $ 81aw 5.1 O °? 010 N °; PorC o10 14.1] 12.20 N20.46 oqN 22.00 Pc 00 N N 14 002317 u e 2000 020.50N o20.SON Pm fl.6]3 Por m ° 12a ° IO.ON n 11w 0 9n SPRINGDALE B - COTTAGE UNDBERGH B - CAPE COD PILLSBURY B - FOLK RAMSEY 'PRAIRIE' - D3 SINCLAIR B - FOLK SNCLAIR II B - FOLK ST CROIX B - FOR ST CRUX II B - CRAFTSMAN TAYLOR B - FOLK ADDISON B - FOLK AUBURN B - FOLK LANSNG 9 - FARMHOUSE MONTICELLO B - FOLK S RINGOALE B - COTTAGE EXPANDED KITCHEN/NOOK STERUNG B - FOLK wsTW B - PRAIRIE TOTAL IMPERVIOUS AREA - 3889 Sr TOTAL IMPERVIOUS AREA 29Q SF TOTAL IMPERVIOUS AREA 3344 SF TOTAL IMPERMOUS AREA 2707 SF TOTAL IMPERVIOUS AREA - 3082 SF TOTAL IMPERVIOUS AREA W72 SF TOTAL IMPERVIOUS AREA - W35 SF TOTAL IMPERVIOUS AREA 3174 W TOTAL IMPERVIOUS AREA 3140.04 Sr TOTAL IMPERVIOUS AREA 3092 W TOTAL IMPERVIOUS AREA 3403 SF TOTAL IMPERMWS AREA 3131 SF TOTAL IMPERVIOUS AREA W21 SF TOTAL IMPERVIOUS AREA M51 W TOTAL IMPERMOUS AREA 3926 SF TOTAL IMPERMOUS AREA 4464 S EGRESS AREA = 76 SF EGRESS AREA - 54 SF EGRESS AREA = 22 SF EGRESS AREA - 54 SF EGRESS AREA - 54 SF EGRESS AREA - 54 SF EGRESS AREA = 38 SF EGRESS AREA - 54 SF EGRESS AREA - 54 SF EGRESS AREA - 54 SF EGRESS AREA - 54 SF EGRESS AREA - 5 SF EGRESS AREA - 54 SF EGRESS AREA - 54 SF EGRESS AREA - 54 SF EGRESS AREA - 76 SF REAR PORCH AREA - 144 SF REAR PORCH AREA - 1" SF REAR PORCH AREA - 1" SF REAR PORCH AREA - 1" SF REAR PORCH AREA I" SF REAR PORCH AREA - I" SF REAR PORCH AREA - 144 SF REAR PORCH AREA - I" SF REAR PORCH AREA - 1" SF REAR PORCH AREA - 144 SF REAR PORCH AREA - 144 SF REAR PORCH AREA - 144 SF REM PORCH AREA - 144 SF REAR PORCH AREA - 144 SF REAR PORCH AREA - 144 SF REAR PORCH AREA - I" W Imm e e ° e 0 44.00 16.00 N u.00 1e.w 8 ' vi 40.W w.w ____ --- 4. a � SB.W 40. o a -- 16.00 voi 3 .00 48.D0 4. D N 40.00 rmr HNIT nxa nu ro a 40.OD 4aw S 50. 0 o% $ n N6A m 58.00 N m N TOUT PI T AA NrL R m rmT HMi AIFA Hbr MKA rwr HOIr N r Fmr PRIKi AFA w rmi PI:0 - fal M1 o Iwi HIJr MCn R TOOT RINT AAA UP, 4 K iDT HIM /JEa 6.0 IYb 4 R r J 10.0 r p rwi Hbi /AFA 'a iwr PNXr MG - R R. f n rCT a 'lM q. R xbP R R iWr PpM 1RG 21. R R._ R K 4 r- __ 2D_ rm Y M m w Fppr gMJr MFa W. q• A. FWr HML AREA f�m 4 R - H21 R R. n R _ m 'f < f IMRR N 2p61RR o r _ __ 2O.DO �___CoC NB3n - R. R ; 1ZO r P. $ N _-____ n _ __-______ R _ GARAGE m lii N 7i __-___10.00 --- lam + ____A 1 10m < n GARAGE o m o4.0 o 20.87 '^ GARAGE _________ $ 4.0 CMA * GARAGE $ ,___________ GARAGE n o r' GARAGE 'm0, 5. m ri n P. m 30 GARAGE n a1� a GARAGE R .00 n $ GARAGE o 8S.11"1 QO 12.04 DRAG 13.33 i� m orch N P o 11.5<o o N 20.46 ] GARAGE ' ~ a N d N 6.Or rJ GARAGE in GARAGE 5.1 n e.t 'y 2 o 12.1] 12.50 N20.00ry 20.00 r� y 1Z50 nm ___ o ryN $ Fi 1].50 CM CE m o rna' M5e .16w 8 12.1] - a' 22.6) n 14.1 rv2 e porch 20.SOn 20.17 m N o 10.n - 19.54 26.W ry 1218 -' 1 .% N 28.OD N 12.46 N 0 o 11..' $xP.w °f PCrCn m O n P o ti% 1z1T 2p.m PCrCh- ALSO r22.OU 1z1] xz.e7 n m porch me. d Pa .5 1 20.SON m porch p 1 14.1� N20.48 3.17 00 n o 1v) m1 O.Om9 13.0 1].5 22.OD a Pm 1 Pa" M a m 'H 10 28.00 n m m Port 3 P 5 a5o 20. 9 c8. n 9 oB. '^ ui 11.0 n n t0.5 N ILD N S 14.W g N SPRINGDALE C - COLONIAL UNDSERCH C - CRAFTSMAN PILLSBURY C - FARMHOUSE RAMSEY E - TRADITIONAL SINCLAIR C - COLONIAL SINCLAIR II C - COLONIAL ST CROIX C - COTTAGE ST CRUX II C - COLONIAL TAYLOR C - COLONIAL ADDISON C - COLONIAL AUBURN C - CAPE COD LANSING C - CAPE COD MONTICELLO C - CAPE COD SPRINGDALE C - COLONIAL EXPANDED KITCHEN/NOOK STERLING C - COLONIAL WSTON C - COLUNIAL TOTAL IMPERMOUS AREA - 3806 SF TOTAL IMPERMOUS AREA 26M W TOTAL IMPERVIOUS AREA 3222 SF TOTAL IMPERMOUS AREA 2707 SF TOTAL IMPERMWS AREA - 3173 SF TOTAL IMPERVIOUS AREA W72 V TOTAL IMPERMOUS AREA - 3329 SF TOTAL IMPERMOUS AREA 3218 SF TOTAL IMPERMOUS AREA 3140 SF TOTAL IMPERMOUS AREA 3098 SF TOTAL IMPERMOUS AREA M35 W TOTAL IMPERMWS AREA 3113 SF TOTAL IMPERMOUS AREA 35M SF TOTAL IMPERVIGI5 AREA 3820 SF TOTAL IMPERVIOUS AREA 39M SF TOTAL IMPERMOUS AREA 4484 SF EGRESS AREA - 75 SF EGRESS AREA = 54 SF EGRESS AREA - 22 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = M SF EGRESS AREA - 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = M SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA - 54 SF EGRESS AREA = 76 SF REAR PORCH AREA - its SF REM PORCH AREA = 1" W REAR PORCH AREA = 144 SF REAR PORCH AREA = 1" W REM PORCH AREA - I" SF REAR PORCH AREA = I" W REM PORCH AREA - I" SF REM PORCH AREA = 144 SF REAR PORCH AREA = 144 SF REAR PORCH AREA = 144 5F REAR PUNCH AREA = 144 W REAR PORCH AREA = 1" SF REM PORCH AREA - 144 SF BEAR PORCH AREA = 144 SF REAR PORCH AREA = I" SF REAR PORCH AREA - 1M 5F d4.Og n 18.00 lam _ 28.00 40.00 ° n 42.00 8 i OUR 4aw N �_ I1 o ____ 5B: n 32.00 QLD0 18.60 ry rmr M �xi avw ° $1nm $ 50.00 Rw• n � PRNi .00 .wee q i .. 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"'laao 12.00 120 SPRINGDALE D - CAPE COD UNDBERCH D - PRAIRIE PILLSBURY D - COOONIAL RAMSEY F - FARMHOUSE SINCLAIR D - COTTAGE SINCLAIR II D - CRAFTSMAN ST CROIX D - COLONIAL ST CRUX II D - COTTAGE TAYLOR D - PRAIRIE ADDISON D - PRAIRIE AUBURN D - COTTAGE LANSING C - CAPE COD MONTICELLO D - COTTAGE SPRINGDALE D - CAPE COD EXPANDED KITCHEN/NOOK STERUNG D - CRAFTSMAN MTSTON 0 - TRADITIONAL TOTAL IMPERMWS AREA - 380E SF TOTAL IMPERMWS AREA 2940 SF TOTAL IMPERMOUS AREA 31B2 SF TOTAL IMPERMOUS AREA 2800 SF TOTAL IMPERVIOUS AREA - 3097 SF TOTAL IMPERVIOUS AREA 3072 SF TOTAL IMPERVIOUS AREA - 3257 SF TOTAL IMPERMOUS AREA 3217 SF TOTAL IMPERMOUS AREA 3140.03 SF TOTAL IMPERVIOUS AREA 31A W TOTAL IMPERMOUS AREA 3435 SF TOTAL IMPERVIOUS AREA 3192 SF TOTAL IMPERMOUS AREA 3802 SF TOTAL IMPERMWS AREA 3842 SF TOTAL IMPERMOUS AREA 3926 SF TOTAL IMPERMWS AREA 4174 SF EGRESS AREA = 76 SF EGRESS AREA = 54 SF EGRESS AREA = 22 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 54 SF EGRESS AREA = 38 SF EGRESS AREA = 54 SF EGRESS AREA - 54 SF EGRESS AREA - 54 SF EGRESS AREA - 54 SF EGRESS AREA - 54 W EGRESS AREA - 54 5F EGRESS AREA - 54 5F EGRESS AREA - 54 5F EGRESS AREA - 75 SF REAR PORCH AREA - 1" SF REAR PORCH AREA = 1" SF REAR PORCH AREA = 1" 3 REM PORCH AREA = I" SF REAR PORCH AREA - 1" W REM PORCH AREA = I" SF REM PORCH AREA - 144 SF REAR PORCH AREA = 1" SF REAR PORCH AREA - 144 SF REAR PORCH AREA - 1" SF REM PORCH AREA = I" W REAR PORCH AREA - 1" W REM PORCH AREA - 144 SF REAR PORCH AREA - I" SF REM PORCH AREA - I" SF REAR PORCH AREA - 1" SF e Htam 40.00 rya 48.00 0 N I6.00 ry 44.00 a0D $1Aw ° w.m 28.W �A'D 0 ES S N rOOr r1flT MG 4D.00 imi iTNi MFA 6.0 w0T BIMr uKA 2Ym 4 K g 4aw o rmlmP3wrt4 MRFA n $ rwr PIIMi MG Fm�w T AREA m fmr %tlM AREA f mar MFx4T NKA n mT by q A. m rm by N RF° P $ rpDT P1NJr Av. 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"142.W 4aw 55.00 m a p .00 1 . N Tort MNi AREA m N 0 O MNi MRa N N RO]tae q K� rYF PPoYF MFA 4D.GG Rj 234E 4 K ! O NW BD.DO its MART MSa b®4 R'r Q Rwr RMT MG L>8 q n Hpr Mx11RA fi.0 n J 10.0 �T i AIFAb Pwr MNi AFA ry RPr PRNT MFA n RI]4 w R �____ 20 0 Fmi RMi N6a m 20.G0 �PNM MF 2%ll ro n r TLy q K 4 R� $ Ir fl. 1 n 4 K R 4 K 3A1S R R �PDMn NFA 3%e R K p n 8 n 4 & r rppl nNJT AePA 4 R S 0m _________ GARAGE VI _____ 1 _____ D S-________ g r__-___ _r n n Lm ro n. R r_______ ________ n ___________ im GARAGE n b.00 $ 0.0 GARAGE fO _-1U.0 $ tam _ NB} o o n y ___________ $ r____-_10. f 1 $ GARAGE s $ 1.54 N 0.4ry GARAGE WAGE n GARAGE °1 GARAGE 9J. m GARAGE ----_law m $ GARAGE n i GARAGE 14.1 12.04 N2 .46N m $ n r20.1J $ n n o n 6.0f $ n CMACE o5.11` GARAGE g 6.1R.e5.3 0 1Z33 i0 m m to. m ac N " 19.M n ^_' N n 30. 0 - GARAGE R 1].50 I WAGE + gs.Id 2 m .I o $ m ,h 8 0 c 20.00 `� n p°rd1 0 12.W 820.00 a 61 'n F °ram` 12.50 g fvn I2eT 6 xD.m ri 22.6) 10.0 21. 20.SDN p' D 12 7 m 10.5 12.1] - to n �2.]9 ry - 19.37 0 11.6]`? 'Ir7 oMISS 9 OC. 1n Pmch m 1 d 16.00N 12.4E 1220 2311. o ° 20.00 N9.3 m N10.00 ui 19 rch m 1 R N °112.00 .m n11SI ui T1.0 N - m 12.00 1 SPRINGDALE F - TRADITIONAL UNDBERGH F - COTTAGE PILLSBURY F - COTTAGE SINCLAIR F - FRENCH SINCLAIR II F - COTTAGE ST CRUX F - FARMHOUSE TAYLOR F - COTTAGE ADDISON F - TRADITIONAL LMSNG E - CRAFTSMAN TOTAL IMPERMOUS AREA 3406 SF SPRINGDALE F - TRADITIONAL TOTAL IMPERMWS AREA 35W SF EXPANDED KITCHEN/NOOK TOTAL IMPERMOUS AREA M42 SF TOTAL IMPERMOUS AREA - 3759 SF TOTAL IMPERMWS AREA 2940 SF TOTAL IMPERMOUS MEA 2993 SF TOTAL IMPERMWS AREA - 2961 SF TOTAL IMPERMOUS AREA 32M SF TOTAL IMPERMOUS AREA 3216 W TOTAL IMPERMOUS AREA 3298 W EGRESS AREA - 54 SF EGRESS AREA - 54 SF EGRESS AREA - 54 SF EGRESS AREA = 76 SF REAR PORCH AREA - 144 W EGRESS AREA = 54 SF REM PORCH AREA = 1" SF EGRESS AREA = 54 SF REAR PORCH AREA = I" SF EGRESS AREA - 54 SF REAR PORCH AREA = 1" SF EGRESS AREA = 54 SF REM PORCH AREA = 144 SF EGRESS AREA = 54 SF REAR PORCH AREA = 1" SF EGRESS AREA - 54 SF REAR PORCH AREA - 144 SF REM PCRCH AREA - 1" SF REM PORCH AREA - 144 SF REAR PORCH AREA - 144 SF ° aw ° a,OU e e ° 2. 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I1.eT $ mI-'- porch tit? 1Le7 �2aw9 n o 120 rv� 28r m % 2. t2tT g N m.w m a o 9.5041 10 g, eA HI PMNEERengineering C MECga PPRc LAND PI.ANNI3RS LAND SURVEYORS ]JLNDSCAt'E ARCHITECTS 2422 Enterprise Drive (Fax:651) 681-9484 Mendota Heights, MN 55120 Fax: reng.c m 8 www.pioneereng.com ST CRUX G - CAPE COG TOTAL IMPERVIOUS AREA 3230 SF EGRESS AREA - 54 SF REM PORCH AREA - IN SF 40.00 8 idrtbbMNT 4KRA j i-----10.0 n $ 17.50 WAGE n m ordl 1 .50 S vi1 20.W m 0 25 50 100 GRAPHIC SCALE IN FEET 110211-P112SITE.DWG © 2011 Pioneer Engineering SEQUENCING LEGEND ° `° 4 ` 1. COMPLETE UTILITIES AND STREETS BY JUNE 15TH 2O12. 2. INSTALL SEWER AND WATER PER PLAN. CUT IN NEW 12" WATERMAIN. ° '� -- '� f-'9� ! " �' J — fO- / //'�/ // // x ° 3. REMOVE EXISTING 12" WATERMAIN. FINISH GRADING. • ° ` / / / ��� - -9� '8 a / — / �. i i - _'- ! �' �-- sG� # BOTTOM 882.00 - i / i % %/`j 0s�, ° / / i i �� � 10 WET VOL D 9a 2AC�Fi� 7 \ %' �TORECCiE_VaL-_=�4.Z84AF�r ! .i / C-$84� L ., . ° , // / /�/� ' .•-� .`•- ARE OF -Dp- 11.E • pE_ • - i _ 4 a, • + / �" / fG -"�— 31 .-..C3� `_- .��n�.�/'� J.H" VRAWMVL���� e. -,' • - .ice i 36 jw \�to ` 1 \_! f! ��f 1Cr -' = i �j \ I �' 5.8EO.F. \ \\ RLQ j v `_ f y ` _ ` •. l = .." �. /' (.8 %� \ / / \\ R ; .�?.2 4 I / \\ G 9 g6 g 94.2 �1� \ /g- • 11, L 1, sq- rn _ o U = o� 2 / i X f�i 1I I \\ 01.9 E.O.F.I O �U) ' I o° I \ rII u, II 9 I I 1,g1 /II I I✓ /��/\� / �/ > it \\\�\ ' r \� � ` \ - I I I \\\ \ ------------ 1\ I W __ , I I � rt__ c� ` /�-1 � �1 it i r� \ �IuE9i.F3 ; i +y I t� E.O.F. / goTTOM�a$ 12 i �; ' 18 I III r / " I , I 'll I -> LWET 'VOL.= CF STORAG"�05 FT 1 li i 11 I I �.- `� C1 - - c I f- AREA OF DRAINAW E- .68AC\ 1 I I I III 93 YNZ _ 1 - - -�- -�.3 u? itfiEA NWL=0.213AiC46 IU 17 //�/� !9/_ )` I (I (I r` 1 I , i (l l' I ` \iIViI IIl, iyj I �/, i II I JI ✓—% I3/ 1 12f4 -90U `D'_t'qt_ ) G1 amc- wI L - / I 14 11 j 7r--ITO / (l1 // f(; 1, ( I��I YI�� a U ,2r3 _.4 IOD rJ l 99.5�_ ,/x / l) E QF- -�cc —f i , ,Ko*, /�/ T E.O.F. % \ �-• f ! /',- 7 7( � X / / \ � ct� ��/ \* // / -, \ ti, �_� i nA • i� !� , �J �_ _ �' �' i AND PIONEERengineering Q ENGPffiEBS LAWPLANKF S L SURVEYOM LAND�AECFII3'ECrS 2422 Enterprise Drive (Fax: 681-1914 Mendota Heights, MN 55120 Fax: reng.c m 8 www.pioneereng.com GRAPHIC SCALE IN FEET 110211-PH2-DEMO.DWG © 2011 Pioneer Engineering SEE SHEET G3 SEE SHEET G3 f ��`\\ \ II I - - I \I 4 — I D ceMH133 �i i i� �� ,% I I I �� 'Fi ` Y / ------------- --� -vim ���.,� �\ \\ _ _ _ �- 4 / v 1 L _ _ _ _ �� I� �' J W I� I / I I �' 1.J7�-..e`�_ 01 MH-323 ---------------- � o , �� - - I - — -- — __ — � � ` ` 1�' w � .81 _ i4 A t \ NWL-890.00 \ `t ` ! 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CB-1 I 99 C H-126� jf` 0.8 9.4 '0a9.71.P. �� 98. .P. 98900 d �; '\ \r C� /v`�/ j'99^ .�"o 777 J I l� '`It I s GO I I t s04If _ �\ 6 86� a — EXISTING PROPOSED FUTURE DESCRIPTION O • 6 SANITARY MANHOLE ---->----->— EXISTING SANITARY SEWER PROPOSED SANITARY SEWER FUTURE SANITARY SEWER r HYDRANT D4 N I� GATE VALVE ► ► REDUCER - -------I— EXISTING WATERMAIN PROPOSED WATERMAIN I FUTURE WATERMAIN ® CATCH BASIN 0 ® ® BEEHIVE 0 • 0 STORM MANHOLE D ® ® FLARED END SECTION ® ® • CONTROL STURCTURE ----->r----»-- EXISTING STORM SEWER PROPOSED STORM SEWER >> FUTURE STORM SEWER PI'' I.NEEReneneei ing aVD.ENGWEERS LANDPLANNFAS LANDSMVEYORS LANDSCAPEARCtD1IlCr5 (651) 681-1914 1 hereby 2422 Enterprise Drive Fax: 681-9488 ar a Mendota Heights, MN 55120 B www.pioneereng.com = Rm a th unaerm — — ------------ -902 ooz OURET_987.0 H`AL-900.2 — — 84.3 — x — ................. SURMOUNTABLE CURB & GUTTER B-STYLE CURB & GUTTER RIBBON CURB & GUTTER PHASE LINE EASEMENT LINE EXISTING 2' CONTOUR LINE EXISTING 10' CONTOUR LINE PROPOSED 2' CONTOUR LINE PROPOSED 10' CONTOUR LINE POND OUTLET LINE POND HIGH WATER LINE PROPOSED SPOT ELEVATION EMERGENCY OVERFLOW DELINEATED WETLAND LINE FEMA FLOODPLAIN BOUNDARY STANDARD EROSION CONTROL HEAVY-DUTY EROSION CONTROL TREE FENCE RETAINING WALL MH-124 / \ \ / = G \ \ / \/ /���/ Gr 880 r �y �-20' WETLAND BUFFER %; / 30' SETBACK TO WETLAND BUFFER /,/ D N R —10 — 213 W 1yOTCONTRACTOR RESPONSIBLE FOR MAINTANING EROSION °f PI I I �� �`- "� MANAGE 2 WETLAND AND SEDIMENT CONTROL MEASURES FOUND ON SHEET G3 20' BUFFER AND CONTAINED IN THE SWPPP FOR THIS PROJECT. 30' SETBACK TO BUFFER 9 I f/� I V I/�/ j-/ OUTLET=863.50 f' I \ //// rI y �` SETBACKS f 1 �(I� I I f I �_ SHORELAND ZONING RLM ZONING Front: Front: yj� j�WATER QUALITY Garage foundation to R-O-W =25 Garage foundation to R-O-W =25 BASIN 100 House foundation to R-O-W =25 House foundation to R-O-W =25 NWL=871.00 , , , H WL=873.72 Side =5 -Garage 10'-Building Side =5 Garage 10'-Building v/ BOTTOM=861.00 Rear-25' Rear-25' WET VOL.=2.654ACFT STORAGE VOL.=1.991 ACFT AREA OF DRAINAGE=13.746AC / AREA NW1-=0.646AC LEGEND. O CONSERVATION AREA SIGN EX. LIGHT POLE W WETLAND BUFFER SIGN EX. PK NAIL r= =_ _ _ _ _= EX. CULVERT EX. UTILITY POLE on on EX. OVERHEAD UTILITY LINES EX. LAWN SPRINKLER VALVE tv tv EX. UNDERGROUND TELEVISION LINE EX. LAWN SPRINKLER HEAD t t EX. UNDERGROUND TELEPHONE LINE kC EX. SEMAPHORE fo to EX. UNDERGROUND FIBER OPTIC LINE EX. SERVICE e e EX. UNDERGROUND ELECTRIC LINE ❑O EX. TELEPHONE BOX e e EX. UNDERGROUND GAS LINE 0 EX. TEST HOLE x x EX. FENCE (BARBED WIRE) L11 EX. TELEVISION BOX # # EX. FENCE (CHAIN LINK) a EX. WATER WELL N - ❑ EX. FENCE (WOOD) .a: EX. MONITORING WELL O EX. CAST IRON MONUMENT © EX. MAILBOX ■ EX. ELECTRIC BOX EX. CONTROL POINT c� EX. FLAG POLE EX. SPIKE • EX. NATURAL GAS METER EX. SIGN O EX. HAND HOLE 0 EX. CLEANOUT • EX. FOUND IRON PIPE EX. JUDICIAL LAND MARK EX. SIGNIFICANT TREE Min Area: Lyman Blvd.=41' Lot Area=15,000 SF Min Area: Lot Width: Lot Area =9,000 SF Lot Width =90' @ Front Setback Lot Width: Max Impervious Coverage=25%D Lot Width =65' @ Front Setback Lowest Opening 1.5' above Max Impervious Coverage=35% Emergency Overflow (E.O.F) Lowest Opening 1.5' above EX. TREE LINE Emergency Overflow (E.O.F) EX. GRAVEL SURFACE EX. BITUMINOUS SURFACE EX. CONCRETE SURFACE TOP OF SELECT BACKFILL MATERIAL UUUUUUUUUUUU 000000000000 0000000000000 GRAVEL CONST. ENTRANCE ❑0000000000o❑ 0 25 50 100 GRAPHIC SCALE IN FEET 110211-PH2-0R.DWG © 2011 Pioneer Engineering 14 11 ` 4 p q "e.. 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E.F. � f/ I N G� I 1 p l i \ CB-128 •E- r' 8 97/.4 h /�/// // / Y /� // - J ��- -�- -� I 31 12f4 t - - --91 is II I hI )j `o I I �ry 1L_c� I _ �J I \ 1 I _ '/lb / 8 99.51 _7_ _ �C i90 g9� //j //�/ ce' m39.7LP. ,r CBMH-126� // /j / 1� 1- S 9 / / 8.6 PIONEERengineering (1W.SN(Dcm$ I.,NDPI.AtiNP1t3 L Smwyom LANDSC,P2MCFmWrs 1914 2422 Enterprise Drive (Fax: 681-9488 Mendota Heights, MN 55120 Fax: reng.c m 8h www.pioneereng.com 0 25 50 100 GRAPHIC SCALE IN FEET 110211-PH2-GR.DWG © 2011 Pioneer Engineering LEGEND ® CATCH BASIN INLET PROTECTION TO BE INSTALLED AFTER 1ST LIFT OF BITUMINOUS. a CATCH BASIN INLET PROTECTION TO BE INSTALLED WITH CATCH BASIN GRATE. \ / J ✓/ j �\ \\ \\��• .............. PERIMETER EROSION CONTROL FENCE. INSATLL BEFORE START OF GRADING eeeeeeeea HEAVY DUTY EROSION CONTROL FENCE. INSATLL BEFORE START OF GRADING 9e69eeea SECONDARY EROSION CONTROL FENCE. \\ \\\ l n, t 1 \+ \ ��� '-,_ - ` ✓/ �1 TO BE INSTALLED 48 HOURS AFTER COMPLETION OF GRADING. \ BBBBB $- SECONDARY EROSION CONTROL FENCE. TO BE INSTALLED AFTER COMPLETION OF SIDEWALK CONSTRUCTION. NSTALLOOT CAT WIiNE7 DAYS OF RADINGACOMPLETION I \\ OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST CAT 4 W '««««««««« NSTALLWITHIN70 DAYS OF GRADING COMPLETION CONTROL BLANKET. COMPLETON OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST \,II\IIIII� \\\\\\ 1 \ - \\t J \+ �. ll.ROCK CONSTRUCTION ENTRANCE,IIIIII t �\ \\\\ 1 \ 000 °eeeoeee enoo°ee°°°e I I \ \ ' O INSATLL BEFORE START OF GRADING \\I\I Itlt I \ \\tl \\ 1 1 �! , 3/ STRAW BIO ROLLS II IIIIII\; INSTALL WITHIN 7 DAYS OF GRADING COMPLETION OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST A ROCK BERM N IIItI 1IIII t IIIII 1 / _1 , \ OUTLOT A ; � �,<� INSTALL WITHIN 7 DAYS OF GRADING COMPLETION III\III\tI III I 5+45 �- OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST II IIi11i1 ��1111111 t ,� 2+— ��, \ �1 ` �� I�\ ` ;, ►Nf I(�� Z TEMPORARY SEDIMENTATION BASIN W/OUTLET tI II ' I 11\ r I \\ ,� '- I�1 I r DO NOT DISTURB AREAS \IIIIII�I�I 1, ; t ,�X� ----->— TEMPORARY DRAINAGE SWALE Z I\ I I �.� —, — - �' rI : I 11 NIT\ 1- --. - - -, � . _ \� _- _ � �� TEMPORARY POND OUTLET Z IIIIIIItIII� �, II\ 1 $` ' r �IIII;IIIII \III\\\\ I1 PH: r� A \ -�"'�+ CV RiNGFIELD I IWO Its I I \ f ` 1 i( . \` \\ \ \c � ��\1;�I,, \ J � �\ �\\ter=�-�� � �_-_• - � )�t \\� J LI Ica. sl'-°' 4. n PISNEERengineering C[tl MGINEM L PLANN S L SMVEYOES L DSCAPEAECFIlTECCS 2422 Enterprise Drive (651) 681-1914 81-9488 Mendota Heights, MN 55120 Fax: eng.c g www.pioneereng.com 100 200 GRAPHIC SCALE IN FEET SHEET 64 (EC 1) 110211-PH2-EC.DWG © 2011 Pioneer Engineering e R. WIN. LENGTH POST 5 FT. MIN. LENGTH POST AT a FT. WAX. SPACNIC GEgMXT AT a FT. NAIL SPAdNG (£ATE%TtE FABRN: PIASi1C Ip T6 35 No PIASIIC TP T6 /W M� t60 A. TEx511E) C DIqNN (e2 te. TEN91EI IOCATFD IN laP e• IWay cNTO LOCATED Ix TPP a" NANflAL TIRE COMPACTION zaNE z 'UDR R� slllx. Flow zm 9� 61pA. a� MACIIWE SUK ]+ or, - IV DEPTH SILT FENCE. MACHINE SLICED SILT FENCE, HEAVY DUTYQ® FABRIC ai RDN w z_o m �AD 6' �w IN. SILT FENCE, PREASSEMBLED( a TRENCH. BACKFILL AL SOIL J'SLOPE GRADE MAX LENGTH _/ 2R 100 FEET ZES55 XN 75 x 5D FEET FFEEEETT GREATER THAN 207G 15 SILT RICE PER MNDOT SPECS, SOURCE GREATER THAN SEE SPECS. 2573 & 3BB8. LOCATION OF SILT FENCE 10 To Pmtect Yee Fran sneet no. FOR SEDIMENT CONTROL MaAmum crltrieuting Area. 1 Acre SLOPE VARIABLE FENCE NEAR TOE SLOPE OUTSIDE OF CONSTRUCTION LIMITS �IteDEc.ARABLESILT LOCATION OF SILT FENCE FOR PEREMITER CONTROL MI OF SILT 2110611On FENCE REVISE: 1-10 ENGINEERING DEPARTMENT PU1E ND'` 5300 FILE NAME a: EH SPE 53ao I. ROCK WEEPER MNDOT TYPE 9 MULCH (14- WASHED ROCK) DIRECTION of SURFACE FLOW TYPE IV GEOTEXTILE FABRIC ANCHORED IN 6" X B" TRENCH WITH 6'. 11 GAUGE METAL STAPLES AT 4' INTERVALS — LSTAPLE DOWNSTREAM SIDE OF FABRIC AT 2' INTERVALS TYPE 9 MULCH WASHED ROCK) LIC RDA/ 7So 1'-2" CLEAN CRUSHED ROCK • • • ROCK e'Nw�_z • • rir ia r e• 4•t r • 1-I 1 i•! I -•:•-.fir .�. ` �: �� 18' MINIMUM CUT OFF BERM TO MINIMIZE RUNOFFR FILTER FABRIC rioF I ROCK CONSTRUCTION CAAN616SEN ENTRANCE REVISED: 1-10 PURE NO.: Fla NAMeC\ENG\SPECS\53o1 ENGINEERING DEPARTMENT NI r2" TO 3" WASHED ROCK I. PLAN VIEW XO` ICY A A L — It DRAINAGE WAY _ N 3 + s L2W 5' MIN. II, SECTION A -A NOTE' D=S MIN, 5' MAX DIRECTION OF W=10' MIN. 25' MAX EFPER STAPLE DOWNSTREAM SURFACE FLOW W(FT.)- 10 X DRAINAGE 5-12• SIDE OF FABRIC AT 2' INTERVALS 1, AREA (AC.) 1s 0.5 Z tV 1� anwowooxo D DIRECTION OF GEOTEXTILE FABRIC SURFACE FLOW We .1�1x MIN. REVERSE GRADIENT TYPE IV GEOTEXntE FABRIC—' MNDCT TYPE 9 MULCH —� ANCHORED IN 8' X 6' TRENCH (1 W WASHED ROCK) MTH 6% 11 GAUGE METAL STAPLES AT 4' INTERVALS Z6' TO B• DIAM. WATTLE WITH 36" LONG NOTE POSTS DRIVEN 24" INTO GROUND AT 30 HEIGHT IN FEET % 100 DECREE ANGLE ALONGSIDE THE WATTLE SPACING= SLOPE GRADIENT ) 4' O.C. ALONG ENTIRE WATTLE LENGTH IenBbY]EnQrIOF� WEEPER DITCH CHECK/ 4DDITCH CHECK WITH WATTLE � REVISED: 2-10 PLATE ND, DEPARTMENT 5302H ittE NMrE C: END ECS TN PISNEERengineeiing CIVD.EdUIREWERS LANOPLANMEJS LANDSUlIVEYOWS LANDSCAPEARCFQIPS.TS 2422 Enterprise Drive (Fax:651) 681-1914 81-9488 Mendota Heights, MN 55120 Fax: 6eng.com g www.pioneereng.com U- W + 2' TRAP USED FOR 2.5 ACRES DRAINAGE AREA OR LESS DESIGN VOLUME IS A Yy\�' MINIMUM OF 1800 CUBIC 1 ^ ZZ FEET PER ACRE OF CONTRIBUTING DRAINAGE W AREA. �p0�yR1�O�F TEMPORARY SEDIMENT TRAP V11R�IIe00oN 2.5 ACRES OR LESS RINSED: 2-10 PULE ND.: rn1 NAME. c: ENc sPEcs s3o2A ENGINEERING DEPARTMENT 53021 SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LOADS s r •w AwP,. AAww[ A'•[ •®Ir Wwe VA H 6F Ta. - _ veep a1q e11E DIaYW rrrE ,r RnR) • S ,(/U lAwrr o,eww •r zn as • H' ISAo MODEL#CG23 HIGH -FLOW LECTOR PLATE LRFLOW 1 - CENTER OF FILTER N WENFLOW 2 - TOP OF CURB BOX 10' FILTER ASSEMBLY HIGH -FLOW NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. CM0F CATCH BASIN SEDIMENT TRAP REWs2D: 1-to ENGINEERING DEPARTMENT vuTE No.: FllE NANER ENC SPECS 5302A 5302A Where the flow of water is I sheeting, place sod strips perpendicular to the direction of water flow. SHINGLING SOD Where the flow of water is concentrated, place sod stips parallel to the direction of OVERLAPPING SOD water flow. NOTE: Although pegging on sod Is not specifically required it la understood that the contractor will be responsible far the successful establishment of the sod including repair or replacement of sod which becomes displaced or damaged due to lack of protection or proper care. �C�t�Ipf�O�F SOD 4�10�1 PLACEMENT REVISED: I -to ENGINEERING DEPARTMENT ""•'� 5303 FILE NAMED: ENG SPECS 5 SAMPLE EROSION CONTROL PLAN FOR INDIVIDUAL LOTS • • _ • WANruN A m f Wr eLTiFA LOT 1 91r%.R wAlfll OR w�wAwA1 /Ea(£ or WATER AND Neale 0 d eml / 5wo LOT 2 LOT 3 I auor°XrEi¢ Ar nor trtw=r RWaE ArQn UNE OPTM F- NEE-W gCpEAIY 11 1 - CRESCENT SILT DwAL PNE IE<DL nIw• •wMeN ewemw .ri Y N,M F W Jo,nn9. OJ YE.#. WT FENCE MoorPQ- • GIMw MACH 71 -- w sle claw l�aM A ouTwtt Sigler `Ex,RAxaE STUW sera IeET SEDIMENT CONTROL • Prhnetr aedYnent controls are necessary at downsioping property and street edges Note that sediment controls need to provide containment by turning parim Aw controls upeope-Into property. • Perimeter controls can Include mulch socks, mulch berme and/or $At f0I EROSION • Topsoll-Site has a minimum of 4-6 inches of topsoil. • Construction entr.na,l to 2" dean crushed rock at a depth of 6 inches. • House Roof Perimeter -Straw mulch at 2 inches deep around house directly below roof line. If house has rain gutters, downpouts need energy tlbsipotion. • Slopes-Steepr than 4:1 with positive Anode to ..,face waters of the state need fiber blankets and temporary or permanent seeding. • Swales-Need blonkete over final 200'. • Swales-Need check dams if slope is 4:1 or greater. CM OF EROSION CONTROL FOR Cm= INDIVIDUAL LOTS (TYP.) we REVISED: z-10 ENGINEERING DEPARTMENT PUTS NO.: 53O2B PD, NWEG C SPE 33a2B 8 r � PROJECT NAME PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER- NAME PHONE NUMBER CONTACT- NAME PHONE NUMBER 61 PERMITTED CONSTRUCTION HOURS-MON.-FRI. 7AM-6PM SATURDAY 9AM-5PM ABSOLUTELYH! NO CONSTRUCTION ACTIVITY, MAINTENANCE OR DELIVERIES ALLOWED ON SITE OUTSIDE OF THESE HOURS. CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. aff OF DEVELOPMENT Maw INFO SIGN REvtsma-to ENGINEERING DEPARTMENT H0. 5313 FILE NAME:& NG SPECS 5313 EROSION CONTROL PLAN FOR INDIVIDUAL LOTS WITH SWALE DRAINAGE LOT 1 \ \ 2 \ LOT 3 \\\j DRAINAGE SWALE iI LEGEND HOUSE V PPRMETER a,IWN w.a1 4:k,TRIE�ET CURB & GUTTER ENTRANCE STORM SEWER INLET MMCO OR SIMILAR INLET PROTECTION DETAIL 5302A SEDIMENT CONTROL • Perimeter sediment controls are necessary of downsloping property and street edges. Note that sediment controls need to provide containment by turning perimeter controls upslope-Into property. • Perimeter controls can Include mulch socks, mulch berms and/or silt fence. EROSION CONTROL NTRNCONT OL • Topsoil -Site has a minimum of 4-8 Inches of topsoil. • Construction entrance-1 to 2" clean crushed rock at a depth of 6 Inches. • House Roof Perimeter -Straw mulch at 2 inches deep around house directly below the roof line. If house has rain gutters, downspouts need energy dissipation. • Slopes -Steeper than 4:1 with positive grade to the waters of the state need fiber blankets and temporary or permanent seeding. • Swales-Need blankets over the final 200'. • Swales-Need check dams if slope is 4:1 or greater. affoF EROSION CONTROL FOR 00 Mm INDIVIDUAL LOT WITH SWALE DRAINAGE REVISE: 2-10 ENGINEERING DEPARTMENT FILE NAAE:G: ENG SPECS 5302D 5302D Galvanized J bolt w/ wing nut 21.804 DIA. ~11.000 T h S 0 o .225 ICK 1 e 0 D 0 1 T g 0 D 0 0 19 0 0 0 l g o 0 D D 1a 0 Co D l 1 0 0 0 0 A I L25.306 DIA. 25.681 DIA. 26.806 LI A. TAB O.D. Zr INFRASAFE SEDIMENT CONTROL BARRIER—DG (FOR USE WITH DITCH GRATE INLET CASTINGS) STANDARD DETAIL Silt Fabric Sleeve per MnDOT special provision 3886 SIOROLL WATTLE/ROCK WEIR TO BE REMOVED WHEN STABILIZED. WATTLE BIOROLL WEIR ROCK & FABRIC WEIR BOTTOM tfUI RUM \ OF FES OF FES 6" OR 12" NOROLL 6'-12' OF I)V TO 2" — SECURED INSIDE FES WASHED ROCK WRAPPED INSIDE A MONDFILAMENT TYPE GEOTEXTILE FABRIC INSIDE FES FLARED END SEDIMENT TRAP mo ROCK WEIR/WATTLE ROLL REVISED: 2-10 ENGINEERING DEPARTMENT �� FILE NAME,G: Euc sPEcs 6302A 5302E M.W00 YANCO. ULC. .1R 6,609,852 wn s<.a� 05/3t/05 orsmrvm umNC Anw lcnenry AVAUNIry EFLECTOR PLATE OVERFLOW & CENTER OF FILTER ASSEMBLY OVERFLOWI`! TOP OF CURB BOX 10' FILTER ASSEMBLY CURB CG 3067 HIGH.FLOW FABRIC MIRAFI FF101 ( M O DRAIN INIET PROTECTIGN �uwnra�w=,uai<a curs quo GUTTER MODEL CG Don SHEET G6 (GR DTLS 1) 110211-11142-13R-DTLS.DW G © 2011 Pioneer Enpusering 10' 17 - TYPICAL POND SECTION 3 BERM 4 �1 1� 10:1 10:1 ------ -NWL------- 3 3 1 110 LBOTTOM o' INSTALL MNDOT CATAGORY 2 EROSION CONTROL BLANKET VARIES ON DITCH SLOPES & BERM I 2' SELECT BACKFILL J MATERIAL COMPACTED BACKFILL NON -SELECT BACKFILL MATERIAL COMPACTED BACKFILL 65' 0.5' TOPSOIL FVARIES r3.0' GRADING GRADE -PROPOSED FINISHED GRADE r-EXISTING GRADE �\ /� LIMIT OF SUBGRADE EXCAVATION SELECT BACKFILL MATERIAL *� NON -SELECT BACKFILL MATERIAL MAX COMPACTED BACKFILL MAX 10.D 10.0' BOTTOM OF U STAB E MATERMINIAL SUBGRADE CORRECTION DETAIL NO SCALE 75' SINGLE FAMILY LOTS HOLD DOWN AND SET BACKS FUTURE 65' SINGLE FAMILY LOTS HOLD DOWN AND SET BACKS PI8NEERenginem ing CR MD GDH"S I.ANn P1A?INBRS LANDSDRWYOHS L SCAMARC'tN=S 2422 Enterprise Drive (651) 681-1914 681-9488 Mendota Heights, MN 55120 ione reng.com www.pioneereng.com W! SETBACK zj (MIN.) L. 10' DRAINAGE & UTILIT' EASEMENT LOWEST OPENING - ELEVATION LOWEST FLOOR - ELEVATION GROUND ELEVATION 0 BUILDING RECOMMENDED GARAGE SIDE FINISHED ELEVATION 0 LOT CORNER 29.0 - - - - 28.0 I O I BLOCK NO. I ! 7 I LOT NO. I ! I HOUSE TYPES 31 0 R RAMBLER OR SPLIT ENTRY I LF=928.0 I LO -RAMBLER LOOKOUT OR SPLIT ENTRY WALKOUT ! WO -RAMBLER WALKOUT LO SLO -SIDE LOOKOUT SWO -SIDE WALKOUT G 937.0 ! I L--_ --J I Ct STREET LOT INFORMATION (TYPICAL SECTION NOT TO SCALE) W W W z z z O O O STREET PROFILE DIREC110N O FLOW ON STREET 0.5' LOT BENCHING DETAIL NO SCALE 0 FINISHED GRADE LO GRADING GRADE 00 I 10' r0.5' TOPSOIL i j I RE -SPREAD I 1 2.67' HOLD I BASEMENT FLOOR DOWN LOOKOUT (TYPICAL SECTION NOT TO SCALE) 25' 22' 28' w, SETBACK �j (MIN.) 0' 0 LO in j 10' 5' 11-001 FINISHED GRADE GRADING GRADE 00 10' 0 0.5' TOPSOIL -I j FRE-SPREAD �2.5' HOLD I BASEMENT FLOOR DOWN LOOKOUT (TYPICAL SECTION NOT TO SCALE) (MIN.) i 0' PHASE SEQUENCE 1. THE SIZE OF EACH FILL OPERATION WILL BE DETERMINED BY THE QUANTITY OF SOIL IMPORT, 2. EACH PHASE WALL CONSIST OF THE GRADING SEQUENCE OUTLINED BELOW. GRADING SEQUENCE 1. DETERMINE SIZE OF FILL AREA BASED ON AVAILABLE SOIL 2. INSTALL ROCK CONSTRUCTION ENTRANCE 3. INSTALL PERIMETER SEDIMENT CONTROL DEVICES (SILT FENCE). 4. STRIP TOPSOIL, STOCKPILE AND STABILIZE IN BERM FOR FUIURE SPREADING. 5. DIG TEMPORARY SEDIMENT BASIN, BASIN TO BE 1800 CF/ACRE OF AREA STRIPPED. CLEAN TEMP BASIN ONCE 50% FULL. 6. ALL SOIL WALL BE TESTED FOR SUITABILITY FOR FILL PER THE BORROW PIT RECLAMATION PROTOCOL PRIOR TO BEING BROUGHT ONSITE. 7. ALL SOILS WILL BE COMPACTED PER THE BORROW PIT RECLAMATION PROTOCOL. S. MAINTAIN DRAINAGE DURING GRADING OPERATION TO TEMPORARY SEDIMENT BASIN. 9. COMPLETE SITE GRADING PER PLAN. 10. RESPREAD TOPSOIL MAINTAIN A MINIMUM OF 4• DEPTH. 11. MAINTAIN DRAINAGE TO TEMP SEDIMENT BASIN UNTIL NEXT PHASE BEGINS. 12. STABILIZE DENUDED AREAS AND STOCKPILES WITHIN TIME FRAME LISTED IN EROSION PREVENTION PRACTICES GENERAL NOTES 1. CONTRACTOR TO ADHERE TO ALL REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY N.P.D.E.S. PERMIT, INCLUDING THE REQUIREMENT TO MINIMIZE THE AREA DISTURBED BY GRADING AT ANY GIVEN TIME AND TO COMPLETE TURF RESTORATION THE TIME REQUIRED BY THE PERMIT AFTER COMPLETION OF 2. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. BMP'S REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL PLANNING HANDBOOK. 4. ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES. SOME EROSION CONTROLS SUCH AS CHECK DAMS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN THE SPECIFIC AREA. THEY SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. 5. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE BMP'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMP'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS THAT MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. 6. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN THE DRIP LINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. 7. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER RUNOFF. 8. OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS, LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE. DO NOT BACK- BLADE. LEAVE A SURFACE ROUGH TO MINIMIZE EROSION. 9. TEMPORARY SEED SHALL BE DONE IN ACCORDANCE TO MNDOT 2575 & 387,; CONSISTING OF: • MNDOT MIX 150 0 40 LBS. PER ACRE OR APPROVED EQUAL. • MULCH SHALL BE MNOOT TYPE 3 0 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL, INSTALLED TO MINIMUM 90% COVERAGE OF THE SURFACE AREA DISTURBED. • TYPE 1 FERTILIZER, 10-10-20 6 200 LBS. PER ACRE 10. PERMANENT TURF RESTORATION SHALL BE DONE IN ACCORDANCE WITH MNDOT 2575 & 3876 CONSISTING OF: • MNDOT MIXTURE 240 AT 75 POUNDS PER ACRE. • MULCH SHALL BE MNDOT TYPE 3 0 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL, INSTALLED TO MINIMUM 90% COVERAGE OF THE SURFACE AREA DISTURBED.MULCH AT 90 % COVERAGE WITH DISC ANCHOR. • TYPE 3 FERTILIZER, 22-5-10 80%W.I.N 0 350 LBS PER ACRE. 11. SLOPES AT 3:1 OR STEEPER, AND/OR WHERE INDICATED ON THE PLANS SHALL BE SEEDED AND HAVE AN EROSION CONTROL BLANKET TYPE 3 INSTALLED OR MAY BE HYDROSEEDED WITH TACKIFER MULCH. 12. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS. 13. IF BLOWING DUST BECOMES A NUISANCE. THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. 14. WITHIN 7 DAYS OF COMPLETION OF THE SITE GRADING OPERATIONS THE ENTIRE SITE (EXCEPT ROADWAYS) SHALL HAVE BEEN SEEDED AND MULCHED AND SILT FENCE SHALL INSTALLED AROUND ALL PONDS. 15, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. CONSTRUCTION ACTIVITY REQUIREMENTS A. EROSION PREVENTION PRACTICES 1. THE CONTRACTOR SHALL IMPLEMENT CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. 2. ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF A SURFACE WATER OR ANY STORMWATER CONVEYANCE SYSTEM WHICH IS CONNECTED TO A SURFACE WATER MUST BE STABILIZED WITHIN 7 DAYS (STEEPER THAN 3:1 SLOPES), 14- DAYS (10:1 TO 3:1 SLOPES), OR 21 DAYS (FLATTER THAN 10:1). THESE AREAS INCLUDE POND SIDE SLOPES, EXPOSED SOIL AREAS WITH A POSITIVE SLOPE TO A CURB AND GUTTER SYSTEM, STORM SEWER INLET, DRAINAGE DITCH, OR OTHER SYSTEM THAT DISCHARGES TO A SURFACE WATER. 3. THE NORMAL WETTED PERIMETER OF ANY DRAINAGE DITCH MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER (WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER). 4. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY. OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. B. SEDIMENT CONTROL PRACTICES 1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT ENTERING SURFACE WATERS. DITCHES AND SEDIMENT BASINS REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. IF DOWN GRADE SYSTEM IS OVERLOADED, ADDITIONAL UPGRADE PRACTICES MUST BE INSTALLED, AND THE SWPPP MUST BE AMENDED. THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER. SLOPES MAY BE BROKEN WITH SILT FENCE, ROCK CHECK DAMS, COMPOST SNAKES, OR OTHER APPROVED METHODS AND/OR AS SHOWN ON THE EROSION CONTROL PLAN. 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON DOWNGRADE PERIMETERS BEFORE UPGRADE LAND DISTURBING ACTIVITIES BEGIN. 3. THE TIMING OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT TERM ACTIVITIES. HOWEVER, THESE PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. 4. CONTRACTOR MUST PROTECT ALL STORM DRAIN INLETS BY APPROPRIATE BMP'S DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 5. TEMPORARY STOCKPILES MUST HAVE SILT FENCE AROUND THE PERIMETER OF THE BASE OF THE STOCKPILE AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS OR DITCHES. 5. CONTRACTOR MUST INSTALL TEMPORARY (OR PERMANENT) SEDIMENTATION BASINS WHERE TEN OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON LOCATION AND/OR AS SHOWN ON THE EROSION CONTROL PLAN. C. DEWATERING AND SURFACE DRAINAGE 1. DEWATERING OR ANY TYPE OF SURFACE DRAINAGE THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO AN APPROVED SEDIMENT BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED TO A BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM LANDOWNERS. THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIP RAP, SAND BAGS, PLASTIC SHEETING, OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. 2. ALL WATER FROM DEWATERING MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, EROSION, OR INUNDATION OF WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. D. INSPECTIONS AND MAINTENANCE 1. THE CONTRACTOR MUST APPOINT SOMEONE TO INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT OF GREATER THAN 0.5 INCHES IN 24 HOURS. ALL INSPECTIONS MUST BE RECORDED IN WRITING AND RETAINED PER M.P.C.A. N.P.D.E.S. REQUIREMENTS. (NOTE: LOCAL JURISDICTION MAY REQUIRE A MORE FREQUENT INTERVAL OF INSPECTION.) E. POLLUTION PREVENTION MANAGEMENT MEASURES 1. SOLID WASTE MUST BE DISPOSED OF PER M.P.C.A. REQUIREMENTS. 2. HAZARDOUS MATERIALS MUST BE STORED AND DISPOSED OF PER M.P.C.A. REGULATIONS. 3. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE DECREASING IS ALLOWED ON SITE. 25' 25' 35' >0' LUSETBACK FINISHED GRADE R zj (MIN.) R GRADING GRADE o R ,n WO I 010 I j 10, I 0.5' TOPSOIL I RE -SPREAD I 10, 00 m � 0.5' TOPSOIL] I FRE-SPREAD ; -- - L3.0' HOLD BASEMENT FLOOR DOWN RAMBLER (TYPICAL SECTION NOT TO SCALE) (MIN.) 10' BASEMENT FLOOR '-2.5' HOLD b BASEMENT FLOOR DOWN WALKOUT (TYPICAL SECTION NOT TO SCALE) D R z! SETBACK FINISHED GRADE I Dj (MIN.) GRADING GRADE 31 j �j to WO R A1061 10' o 0.5' TOPSOILRE-SPREAD I 12.00' HOLD 3.0' HOLD DOWN DOWN BASEMENT FLOOR RAMBLER WALKOUT -r 71nni ninr rn CrAi t-) (TYPICAL SECTION NOT TO 10, 7 I I 0.5' TOPSOIL] RE -SPREAD SETBACKS 85' Wide Single Family Lots Front: Garage foundation to R-O-W =25 House foundation to R-O-W =25 Side =5'-Garage 10'-Building Rear-25' Min Area: Lot Area =9,000 SF Lot Width: Lot Width =85' Max Building Coverage=35% 25% in Shoreland Overlay 65' Wide Single Family Lots Front: Garage foundation to R-O-W =25 House foundation to R-O-W =25 Side =5'-Garage 10'-Building Rear--25' Min Area: Lot Area =9,000 SF Lot Width: Lot Width =65' Max Building Coverage=35% 25% in Shoreland Overlay T G7 (GR DTLS 2) 110211-PH2-GR-DTLS.DWG © 2011 Pioneer Engineering ZkO6, L ,l1 A NEW NEIGHBORHOOD IS COMING TO CHANHASSEN. AND YOU'RE MWD TO [EARN MORE ABOUT IT. LENNAM PROPOSED NEW COMMUNITY L E N N A 1Y OPEN HOUSE 935 East ftwm 8W. Woymb, AM! 55391 lennar, one of the rubons leading builders of quality lv m and communises, woad like b Woe you and your neighbars to learn more abom freir proposed new neighborhood neighborhd in C♦r. Join us Tuesdw, November 306 at the Chaarassen Comnurnify Center. We bok lorword to seeing you therel D~ 11/30/2010 Tars 6 p.m. to 8 p.m. lomlia:: Chanhassen Rec Center 2310 Coulter Boulevard Chanhonsen, MN 55317 Community Room 2-Ann Quediosr is Cea:asMs: E-mail: jce.jobkxnki96racmm Pima: 952-249-3014 r �'l ( �.� _ r i ��� � v -Y1,\ :I���i � •�` I I �� 1 i` ,s ! I jr r c � `i �5 I� `F 4 Y� �� ` V 1 ? r i / 1 , jf�����/' �f f / � - \ 1 A l 1 I ( / �.y ram"` L - rlj, ,` 'd I1 J r / A I�}r� st @ 1 _ R / L r i It 1 I 2ND ADDITION 1 �lllll 'lllf ll, I� �, 1 I it Y t/ cb1 1 rya ,\� `-A� 11ST ADDITION �� f WETLAND I 1ST ADDITIO �e°e°e°eMBEReeeeeeeeeeeeeee°eee°eee°e°e°ee�� �e�e°eee°eeeeeeeeeeeeeee°e°e°eeeee°eeeee°eeeee°. e°e°e°eee°eeeee°e°eeeeeeeeeeee°e°e°eeeee°eee°eee ��e�e°e�e�e�Aeeee�e�eee�e�eee�e�Ope�eeeeeeeee�, ♦eeeeeeeeeeeeeeeeeeeee� 0°e°e°eee°eeeeeeeeeee°eee°e°e°eee°eeeeeee°eee �eleee.eeeeAeeeeeeeeee♦ �e�°�°�e�e�e♦eee�e�e�e�°�°wee°s°wee°�°eee°�e� ►Oe�°�e�®�e�eee0�°+eeeee•°�e�°�°�e�e�e�e�°�e� •��°�eO�e�eO�eO�es°�°eee°e°�e�e�e♦e®e�DOe�e� °eeeeeeeeeeeeeeeeeeee♦ ♦eeeeeee♦ ♦eeeeeeeeeee� .................... �•�.ew.�•�. ��e,,eeveeeee� a /�e�e%°ewe°e0°e°e°e°e°eee ,ee°eee°eeee°e°eee°°eee°ee°e PISNEERengineering MR,ENGINEERS LANDPLANNERS Ll SURVEYORS L�TDSCAP CHF IS (651)681-1914 1^' 2422 Enterprise Drive Fax: 681-9489 me Mendota Heights, MN 55120 www.pioneereng.com am \\� - Gross project area: 50.8 acres `V� I Wetland Area: 10.3 acres 1 Dedicated Park area: 4.8 acres I Net area: 35.7 acres Gross Canopy Area: 12.4 acres Canopy within Park/wetland area: 5.4 acres Net Canopy Area: 7 acres Baseline Canopy Coverage: 19.6% Canopy to be saved: 3.3 acres TREE CANOPY TREE CANOPY WITHIN DEDICATED PARK OR WETLAND AREA TREE CANOPY TO BE REMOVED Canopy to be removed: 3.7 acres x 1.2 (city multiplier/penalty for falling under required canopy)=4.4 acres Net Canopy Area after grading (and 1.2 penalty): 2.6 acres Minimum Canopy Coverage Requirement: 25% of net project area of 35.7 = 8.9 acres Credited remaining existing Canopy of 2.6 acres Required additional Canopy Coverage to be mitigated: 6.3 acres (274,428 sf) Each additional tree = 1,089 sf Additional trees required to meet Canopy Coverage Requirement: 252 See Landscape plan for proposed tree locations and plant schedule 0 50 100 200 GRAPHIC SCALE IN FEET �NGIIVtcrwr�M f-./l. PRINTED Nov 2 8 2011 PIONEER ENGINEERING PA. 110211 TR02 © 2010 Pioneer Engineering `a` r S, 7.4 t � 77 1 7396 _ �EROOION QONTRICE/ ' It8 \\�R�E P��TfON�F�N_=_`it 7385 7382 \ ]/ I�-x 70$6 , 7380 �/ O % -®-79: 70 j�;� f�'�j -- asp ; -- _ �- - �, ,, r4 '� 7023 2ND ADDITIO ,� ♦♦ 7026 323 fl 1 I %rtf �7-``037 70ts ♦ EROSION CONTROL FENCE/ ,;. ♦ TREE PROTECTION FENCE 41039 -` 7378 4 . �t 3 �� \`yam• r : *` _ - 321 70 0 ` # 7 7071 7377� \`,� 7 L7 68 x 7046 7376 -\ \ �_ 708 „ 7072 79§6�/ '7045 044 7 73�18 �371 7066 1042 G5 �\ . , 7091 7064 705T 7090 xIx 74 7N ST ADDITION\ 16 a7a® 2 73�'3 ' 7 5 j� 7197 77 •„ ' WETLAND ' i 196 72g�W7315 l- _�C•'�/1/ I fa • 7198 7.1.cw70�95 7 7 �5 7054 7iS— :T J�. • f �7 10 i 1 tti d '1'7C1� 7367 �� �`' ;/I t,5�; �7/71302 ` „„7���` 103 7S6- 6 ~� \ �� ✓ ti \ 72 7299 7365 r , rr ` 7175:�� w7119 7297 � 118 / 77 f 7 296 122 t 1702p9 - } 1 . 71 7277 72 7 7 64,r 7 , '~ r. \� 7287 711 7115 7 3 1�`-� `tern \ J2,91.. 4 ✓�. • 7276 , - e„7 �l 7 1 TREES IN FUTURE PARK ` „`•7��J 8 � _ _ _ 2�771` �114 71 a 7278 „ 7268 I \ ; AND WETLAND AREA A� ! �` 71f �-l' 73 �58 y „ 72797275 �b26 f 7356. 1' \ a ���, 7212 ---- _•_710a - „9 . 712 �D BUT NOT INVENTORIED' / 7168 - _ - 723281 71 7214„ -- 7270 7 �. E \ v \� \ \ 7211 7170 - 71.0- - 71 _ • 7158 4 t•- f ` \ O6 7216 J85 727722 --- 7353 1� , i \ \ `g� \ 7 21„ -' ,7,2-1 - - 72 82 17 \. !?� 7 54 9 7 32 73 11' I,1 ` 7169 - 7220_ - --- -- - \ 7268 724b7245 _ / �I., 72T3 - �2'847283 _ - 7247 7352 a _ \ \ -71$55 w 133 _ - \ 273 _ _ 7f 0 7347 \1 i / \\\\� 7165 11 �, �5 �\ \�y 7 4 2 TREES T A , 13 7 44 IN PATH F '4�3� 1 Ir \ 7 345\ 160 Or %7150 734 L_ I'.�r \� - - — / 7257 /j 73467 42 l n \ / 7264 7 I` \ 7341 40 7344 l \' BARK / �\'\�\\\`�\ - - - - -- /2 r7�1� 7259' % / \ �jjj4�65 —!17i' 1 \ 'T \`� y. - _-J , ._-� = J72 6 j 4� Z 4z 73 9 r 7\ 1 l ��� _ �� � i / 6773 ` • )7 ✓j/ / 72 V v� 723 73 F 7232 1 _ -22 7231 1I �� ?_ ~_ -_ 7156 -- �.. 716 4 -_ __ 5.1 \ �� ; PMNEERengineering CIVR.ENG1NEEIRS LANDPLANNFRS LANDSURVEYORS LANDSCAPEARCIDTECIS 2422 Enterprise Drive (651) 681-1914 681-9488 Mendota Heights, MN 55120 Fax: www.pioneereng.creng.com TREE PROTECTION FENCE DETAIL NOT TO SCALE HEAVY DUTY SILT FENCE USED MNDOT 3886 AS TREE PROTECTION FENCE 2' a 2' wood or steel fentt past 4' max. spoaing Wm mesh renforcement, Std. fell fentt, rri n. J.! high, min. s inh epac ng a' and 14T/Z gouge eire. Geote cia. fabric M'nsilt 100X Frier Fabric or equal. —Amoco fab'. arM 0bere Prep. f2127; amnge or top rovetl equal i Cheri., fabnc e' and fashion at 2*Intervals Lay fabric in the trench E Fabric anchorage trench R tompal trench with tampetl natural wl Olreatbn of runoff fa` w m = =a `V z 'G ii Extend w re mesh - to trench S. Sup�ort� post anchoage MIN. BI. M, Attach fabric to PPo pa sts to I or cement mortar with rings a ire Lea as specfed TREE PRESERVATION NOTES BEFORE LAND CLEARING BEGINS, CONTRACTOR SHOULD MEET WITH THE CONSULTANT ON SITE TO REVIEW ALL WORK PROCEDURES, ACCESS ROUTES, STORAGE AREAS, AND TREE PROTECTION MEASURES. NO FILL SHOULD BE PLACED AGAINST THE TRUNK, ON THE ROOT CROWN, OR WITHIN THE DRIP LINE AREA OF ANY TREES THAT ARE TO BE SAVED. NO GRADING, TRENCHING OR PLACEMENT OF EQUIPMENT IS ALLOWED IN THE TREE PROTECTION AREA. WORK PERFORMED WITHIN THE TREE PROTECTION AREA SHOULD BE DONE BY HAND AND UNDER THE SUPERVISION OF THE CONSULTING ARBORIST. PRUNING OF OAK TREES MUST NOT TAKE PLACE FROM APRIL 15 TO JULY 15 TO PREVENT THE SPREAD OF OAK WILT DISEASE. IF WOUNDING OF OAK TREES OCCUR ANYTIME BETWEEN APRIL TO AUGUST, A NON —TOXIC WOUND DRESSING MUST BE APPLIED IMMEDIATELY, (EXCAVATORS MUST HAVE A NON —TOXIC TREE WOUND DRESSING WITH THEM ON DEVELOPMENT SITES). TREES TO BE SAVED SHALL BE FENCED OFF PATH BRIGHT ORANGE POLYETHYLENE SAFETY NETTING OR HEAVY DUTY SILT FENCE AND STEEL STAKES AT THE DRIP UNE, OR AS DIRECTED BY THE OWNER'S CONSULTANT. PROTECTION FENCE WILL HELP !NSURE AGAINST DAMAGE BY VEHICLES, COMPACTION OF SOILS AND/OR THE CHEMICAL ALTERATION OF SOILS DUE TO CONCRETE WASHOUT, PAINTS AND LEAKAGE OR SPILLAGE OF ANY TOXIC MATERIALS. TREE PROTECTION DETAIL NOT TO SCALE OF TRUNK DIAMETER INSTALL TREE OR SILT FENCE PRIOR TO OR AT SAME TIME AS LAND CLEARING. PROTECTION FENCE SHOULD REMAIN IN PLACE UNTIL ALL CONSTRUCTION 15 COMPLETE. IF PROTECTION FENCE IS DAMAGED OR REMOVED, NEW FENCING MUST BE PLACED BACK IN ORIGINAL POSITION UNTIL CONSTRUCTION IS COMPLETE -0- SEE SHEET T4 FOR TREE INVENTORY LIST SANITARY PIPE TO BE REMOVED 0 25 50 100 GRAPHIC SCALE IN FEET I hereby certify that this plan was prepared by Name Revisions Date 11-23-11 LENNAR REFLECTIONS AT LAKE RILEY me or under my direct supervision and that I Jennifer L. Thompson Designed ;lr TREE PRESERVATION PLAN 935 WAYZATA BOULEVARD EAST I ST AND 2ND ADDITIONS am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 44763 Date Dmwn ill WAYZATA, MINNESOTA 55391 1 CHANHASSEN, MINNESOTA 110211 TR02 T2T- © 2010 Pioneer Engineering 6 70, .3 6745 Y11 5, Z 67 6746 750 673 Z� Z 6 6 -Z 7 Z 67 'A X, 7 6758 6 55 L F- 6753 f 11 1 - 6751 it Z- 1 V, J4 7 4� zy r7 I / 1, j 35 If 70 1 1• its J.j ji Z ' 1A., Al it if A- j 71 02 xm t �-z 7W h., A:� -tr 7 03 j j X 0 It 70 4 WILE L f 7 5 If x 7006 V, x If 7007 X X tb A itf it I" k, /0 8 j I I / i I /` I I } I I I i t Oi /�` .4 70 9 A— % 2 N D� A D D I TIO N X7 2, +—A y Z- �z All 74 ik x �, l 7421 "I I/ -r 1" 7 6 If 7237 Z! 74T�l 8 -A., 7010 742 7417 > If 6 > - It x 74 ,9,5,1414 > T\ 'Ail I-5F I/ 73 7011 xx 71413 AID ill 1 —900 IX z 7412 A IY2 17A)U y L > LL 1, ti� 24q 71 14 It, Z- 00 9 _,z lz� 0 25 50 100 GRAPHIC SCALE IN FEET All 4 P5/ 18 ZZ ob �,'x x 41-- i .111, 1 11�, 1J1 -- .".1. ti EROSION CONTROL FENCE/ % TREE PROTECTION FENCE % -/I- 703 7327 71,326 7411 i----2ND, A DOI T10 V f 7020 1ST ADDITION 7409 7021 WETLAND 741 A 70 7028 70 —7 x 7023 SEE SHEET T2 FOR TREE PROTECTION DETAILS 7 74t x 10, P12NEERengineeiing SEE SHEET T4 FOR TREE INVENTORY LIST 110211 TR02 CFVrI-ENGINEERS LAN ANNFRS LA.NDSURV]EYORS "NIMCAPEIUtCHrrIRCFS (651) 681-1914 2422 Enterprise Drive Fax: 681-9488 Mendota Heights, MN 55120 www.pioneereng.com (D 2010 Pioneer Engineering Tag No. Tree Type Tree Size Comments Tag No. Tree Tv Tree Size Comments Tag No. Tree Type Tree Size Comnients Tag No. Tree T}-pe Tree Size Comments 6736 Black Cherry 12 7061 Boxelder 14 7335 Green Ash 12,10 7408 Green Ash 11 6737 Boxelder 10,10 7062 Boxelder 12 7336 Green Ash 10 7409 Hackberry 12 6738 Boxelder 12 7063 Boxelder 16 7337 Green Ash 12 7410 Red Oak 12 6739 Boxelder 11,10 7064 Boxelder 12,18 7338 Boxelder 10,10 7411 Red Cedar 3 6740 Elm 10 7065 Boxelder 14 7339 Boxelder 14 7412 Boxelder 11 6741 Boxelder 13,10 7066 Boxelder 16 7340 Black Cherry 12 Dead 7413 Boxelder 13 6742 Boxelder 11 7067 Boxelder 12 7341 Boxelder 11 7414 Boxelder 13 6745 Green Ash 16,16,14,14 7068 Boxelder 12 7342 Red Cedar 4 12' 7415 Boxelder 12 6746 Green Ash 16,14,14 7069 Boxelder 14 7343 Red Cedar 6 20' 7416 Boxelder 14 6750 Green Ash 16,16,6,10 7070 Boxelder 10 7344 Red Cedar 6 20' 7417 Elm 12 6751 Green Ash 11 7071 Boxelder 10 7345 Red Cedar 3 12' 7418 Boxelder 11 6753 Green Ash 10 7072 Boxelder 13 7346 Red Cedar 4 12' 7419 Boxelder 12 6755 Green Ash 12 7073 Boxelder 18 7347 Red Cedar 3 10' 7420 Boxelder 20 6757 Green Ash 12 7074 Boxelder 15 7348 Red Cedar 3 10' 7421 Boxelder 16 6758 Elm 12 7075 Boxelder 10,10 7349 Boxelder 20,20 7422 Boxelder 10 6759 Red Cedar 8 25' 7076 Boxelder 16 7350 Boxelder 17 7423 Boxelder 13,12 6760 Red Cedar 6 15, 7077 Boxelder 14 7351 Green Ash 10 6770 Green Ash 11,10 7078 Boxelder 15 7352 Cottonwood 10 6771 Boxelder 10 7079 Boxelder 12 7353 Green Ash 12 7001 Boxelder 12 7080 Boxelder 12 7354 Green Ash 16 7002 Boxelder 12 7081 Boxelder 10 735S Green Ash IS 7003 Boxelder 10 7092 Boxelder 18 7356 Boxelder 10 7004 Boxelder 12 7084 Boxelder 12 7357 Green Ash 13 7005 Boxelder 15 7085 Boxelder 16 7358 Boxelder 10 7006 Boxelder 11 7086 Boxelder 15 7359 Boxelder 12 7007 Boxelder 10 7087 Boxelder 10 7360 Green Ash 9 7008 Boxelder 11,10 7090 Boxelder 12 7361 Green Ash 12 7009 Black Cherry 12,12 7091 Boxelder 12 7362 Boxelder 10 7010 Red Cedar 9 7092 Boxelder 14 7363 Green Ash 12 7011 Boxelder 18 7093 Boxelder 12 7364 Green Ash 15 7012 Boxelder 10 7095 Boxelder 12 7365 Boxelder 14 7013 Black Cherry 13,10 7096 Boxelder 14 7366 Boxelder 16 7014 Green Ash 10 7097 Boxelder 12 7367 Green Ash 18,18,16,14 7015 Boxelder 10 7098 Boxelder 12 Lean 7368 Boxelder 14 7016 Boxelder 12 7099 Boxelder 14 7369 Boxelder 12 7017 Boxelder 12 7100 Boxelder 10 7370 Elm 13 7018 Boxelder 16,18,12,12 7101 Boxelder 12 Lean 7371 Elm 10 7019 Boxelder 20,18 7175 Boxelder 16 7372 Green Ash 28,24,20 7025 Elm 11 7176 Black Cherry 12 7373 Basswood 12 7026 Green Ash 12,12 7177 Boxelder 14 7374 Green Ash 10 7027 Green Ash 14,12 7201 Boxelder 12 7375 Basswood 16,14,14,14,12,12,10 7028 Elm 11 7202 Boxelder 12 7376 Green Ash 24 7029 Boxelder 13 7203 Boxelder 14 Severe Lean 7377 Elm 10 7030 Elm 11 7207 Boxelder 8 Non -Significant 7378 Green Ash 22 7031 Cottonwood 36,30 7209 Boxelder 12 7379 Green Ash 12 7032 Cottonwood 15 7210 Boxelder 18 7380 Red Cedar 3 10, 7033 Cottonwood 18,16 7301 Boxelder 14 7380 Green Ash 10 7034 Elm 15 7303 Boxelder 12 Lean 7381 Green Ash 11 7035 Boxelder 36,28,20 7305 Boxelder 12,12,14 7382 Basswood 11 7036 Boxelder 15 7307 Boxelder 10 Severe Lean 7383 BurOak 13 7037 Boxelder 15 7309 Boxelder 12 Lean 7384 Basswood 18,16,14,14,12 7038 Boxelder 14,12,10 7310 Boxelder 12 Severe Lean 7385 Elm 11 7039 Boxelder 10 7312 Boxelder 12,14 7396 Basswood 30,26,20,18 7040 Boxelder 14 7313 Boxelder 12 7387 Boxelder 12 7041 Boxelder 12 7314 Boxelder 11 7388 Boxelder 13 7042 Boxelder 16 7315 Boxelder 11 7389 Boxe!der 11 Lean 7043 Boxelder 15 7316 Boxelder 10 7390 Boxelder 12 Lean 7044 Elm 15,18 7317 Boxelder 10 Severe Lean 7391 Basswood 24 7045 Boxelder 13 7318 Boxelder 12 7392 Boxelder 12 7046 Boxelder 15 7319 Boxelder 10 7393 Box 14 7047 Boxelder 15 7320 Boxelder 10 7394 Red Cedar 3 10, 7048 Boxelder 18 7321 Green Ash 10 7395 Green Ash 12 Lean 7049 Boxelder 12,17,12 7322 Boxelder 12 7396 Green Ash 11 Lean 7050 Boxelder 12,16,12 7323 Black Cherry 15 7397 Elm 11 7051 Boxelder 10,12 7324 Elm 10 7398 Basswood 13,12 7052 Boxelder 12 7326 Elm 8 Non -Significant 7399 Basswood 20,18 7053 Boxelder 15 7327 Elm 10 7400 Basswood 12,10 7054 Boxelder 20,25,20,22 7328 Elm 11 7401 Red Oak 16 7055 Elm 13 7329 Red Oak 10 7402 Red Oak 14 7056 Boxelder 12 7330 Boxelder 12,12 7403 Basswood 14 7057 Boxelder 14 7331 Red Oak 10 7404 Red Oak 22 Dead 7058 Boxelder 13 7332 Elm 11 7405 Bitternut Hickory 12 7059 Boxelder 15,12 7333 Green Ash 10 7406 Red Oak 13 7060 Boxelder 15 7334 Boxelder 12 7407 Basswood 13,12 PIONEERengineering CIVR.ENGEVEFR4 LAND PLANNERS LANDSURVEYORS LANDSCAPE ARC}nTE(TS 110211 TR02 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 µ ww.pioneereng.com © 2010 Pioneer Engineering V —_ V..- �tii. V W V V CONIFEROUS TREE PLANTING DETAIL TRIM OUT DEAD WOOD AND a �' WEN( AND/OIT DEFORMED TMGs. DO NOT CUT A 3 LEADER. DO NOT PLANT CUTS. SET PUNT ON S ORDTHOROUGHLY TVE SOIL �!! d No COMPACTED BACKRU_ SOIL INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2' ABOVE THE FINISHED GRADE PLACE PUNT IN PUNTING \ L� HOLE WITH BURUP AND WIRE BASKET, (IF USED), �> ✓ INTACT. BACKRU. WITHIN APPROXIMATELY 12' OF Y Y y'}�'".�✓ THE TOP OF RODTBALL, �^' WATER PLANT. REMOVE TOP OF THE BASKET OR THE TWO HORIZONTAL RINKS, WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROMTOP }},, OF THE BAIL REMOVE ALL TWNE - -- - - I 1 SCARIFY BOTTOM AND III — SIDES OF HOLE PRIOR TO '- PLANTING. 2-3 TIMES BALL DIAMETER J WATER TO SETTLE PLANTS AND FILL eons WATER WITHIN TWO HOURS OF INSTAIUTOI4. WATERING MUST BE SUFFICIENT TO THOROUGHLY SATURATE ROOT BALL AND PLANTING HOLE. PUCE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. SHREDDED WOOD MULCH MIN. 4' DEEP (DO NOT PLACE MULCH AGAINST TRUNK OF TREE). PLUMB AND BAOKFlLL WITH BACKRU SOIL BREAK DOWN SIDES OF HOLE WHEN BACKFlWNG. PICNEERengineering CNMENGITMERS LANDRANNERS LANDSURVEYORS LAND.RCAPEARCHrl'P.CI'S 2422 Enterprise Drive 1914 88 (Fax:651) 681-9488 Fax: Mendota Heights, MN 55120 8 reng.c www.pioneereng.cotn 011 15 DECIDUOUS TREE PLANTING DETAIL o, TRIM OUT DEAD w000 AND WEAK AND/OR DEFORMED TWIGS DO NOT CUT A LEADER. W NOT PAINT CATS. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED BACKFU. SOIL INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO V ABOVE THE FINISHED GRADE PUCE PLANT IN PLANING HOLE WAIL BURLAP AND WIRE BASKET, (IF USED), INTACT. BACKRU_ WITHIN APPROXIMATELY 12' OF THE TOP OF ROOTBALL WATER PLANT. REMOVE TOP ±V CF THE BASKET OR THE YOP TWO HORIZONTAL RINK WHICHEVER IS GREATER. REMOVE Al BURLAP AND NAILS FROM TOP OF 1HE BALL. REM' ALL TWINE. SCARIFY BOTTOM AND SIDES OF HOLE PROR TO PLANTING. a TIMES BAIL DIAMETER I hereby certify that this plan was prepared by Name me ar under my direct supervision and fiat I am a duly Registered Landscape Architect Jennifer L.'Ihompson under the laws of the State of Minnesota Reg. No. 44763 Date Sbl 1 on 2 WATER TO SETTLE PLANTS AND FlL'_ VOIDS. WATER WITHIN TWO HOURS OF INSTALLATION. WATERING MUST BE SUFFICIENT TO THOROUGHLY SATURATE ROOT BALL AND PLANING HOLE. PLACE MULCH MTHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. SHREDDED WOOD MULCH MIN. 4' DEEP (00 NOT PUCE MULCH AGAINST TRUNK OF TREE), PLUMB AND BACKFILL WITH BACKFlLL SOIL BREAK DOWN SIDES OF HOLE WHEN BACKFlUUNG. Revisions I1-23-11 added trees I ❑i 2 0 3 11 KEY COMMON NAME SCIENTIFIC NAME ROOT QUANTITY OVERSTORY TREES HB HACKBERRY/CELTIS OCCIDENTAUS 2.5" B&B 11 HL THORNLESS HONEYLOCUST GLEDITSIA TRIACANTHOS INERMIS 2.5" B&B 16 NM NORTHWOODS MAPLE ACER RUBRUM 'NORTHWOODS' 2.5" B&B 5 RB RIVER BIRCH/BETULA NIGRA 'HERITAGE' (CLUMP) 10' B&B 29 RO RED OAK/QUERCUS RUBRA 2.5" B&B 12 SL SENTRY LINDEN LIA AMERICANA 'SENTRY 2.5" B&B 14 SM SIENNA GLEN MAPLE ACER FREEMANII X 'SIENNA GLEN' 2.5" B&B 8 EVERGREEN TREES BS BLACK HILLS SPRUCE/PICEA GLAUCA DENSATA 7' B&B 59 ORNAMENTAL TREES JTL JAPANESE TREE LILAC SYRINGA RETICULATA SINGLE —STEM 2.5" B&B 12 PFC PRAIRIFIRE CRAB MALUS 'PRAIRIFIRE' 2.5" B&B 16 SDC SNOWDRIFT CRAB MALUS 'SNOWDRIFT' 2.5" B&B 13 STC SUGAR TYME CRAB ALUS 'SUGAR TYME' 2.5' B&B 8 Drawn LANDSCAPE PLAN I tK do 6 1 0 25 50 100 GRAPHIC SCALE IN FEET PRINTED NOV 2 8 2011 PIONEER ENGINEERING, P.A. LANDSCAPE NOTES - THE LANDSCAPE CONTRACTOR SHALL VISIT THE PROJECT SITE TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. - THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF PROPOSED PHYSICAL START DATE AT LEAST 7 DAYS IN ADVANCE. - THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FIELD VERIFICATION OF ALL EXISTING UTILITY LOCATIONS ON THE PROJECT SITE WITH GOPHER STATE ONE CALL 1-800-252-1166 PRIOR TO COMMENCING WORK. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF EXISTING UTILITIES DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION. - GRADING TO BE PERFORMED BY OTHERS. - NO PLANT MATERIAL SHALL BE INSTALLED UNTIL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. - ALL PLANT MATERIAL SHALL MEET THE STANDARDS FOUND IN THE AMERICAN ASSOCIATION OF NURSERYMEN-AMERICAN STANDARD FOR NURSERY STOCK. - ALL CONTAINER MATERIAL TO BE GROWN IN THE CONTAINER A MINIMUM OF SIX (6) MONTHS PRIOR TO PLANTING ON SITE. - DECIDUOUS AND CONIFEROUS TREES SHALL NOT BE STAKED, BUT THE LANDSCAPE CONTRACTOR MUST GUARANTEE STANDABILITY TO A WIND SPEED OF 60 M.P.H. - THE LANDSCAPE CONTRACTOR SHALL PROVIDE A MINIMUM GUARANTEE OF ONE YEAR ONE TIME REPLACEMENT ON NEW PLANT MATERIALS. GUARANTEE SHALL BE AGREED UPON BY DEVELOPER/BUILDER AND LANDSCAPE CONTRACTOR. - THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING OR AFTER INSTALLATION. - IF THERE IS A DESCREPANCY BETWEEN THE NUMBER OF PLANTS SHOWN ON THE PLAN AND THE NUMBER SHOWN ON THE PLANT UST, THE NUMBER SHOWN ON THE PLAN WALL TAKE PRECEDENCE. -THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE WORK SHOWN ON THE PLAN. THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON THE PLANT SCHEDULE. - COMMERCIAL GRADE POLY LAWN EDGING SHALL BE INSTALLED WHERE NOTED. - THE LANDSCAPE CONTRACTOR SHALL REPAIR ALL DAMAGE TO THE SITE CAUSED BY THE PLANTING OPERATION AT NO COST TO THE OWNER. - THE LANDSCAPE CONTRACTOR SHALL KEEP PAVEMENTS CLEAN UNSTAINED. ALL PEDESTRIAN AND VEHICLE ACCESS TO BE MAINTAINED THROUGHOUT CONSTRUCTION PERIOD. ALL WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE. ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. - THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS AND PERMITS GOVERNING THE WORK. - STORAGE OF MATERIALS OR SUPPLIES ON -SITE WILL NOT BE ALLOWED. TREES ON PRIVATE LOTS TO BE PLANTED AFTER HOMES ARE BUILT. CONIFERS TO BE A MINIMUM OF 6' IN HEIGHT WITH AN AVERAGE OF 7'. FRONT YARD DECIDUOUS TREES MUST BE A MINIMUM OF 2.5". ALL OTHER DECIDUOUS TREES TO BE MINIMUM 1.5" WITH AN AVERAGE OF 2.5" REQUIRED NUMBER OF TREES: 252 (SEE TREE PRESERVATION PLAN FOR CALCULATIONS.) FIRST ADDITION PROPOSED TREES: 49 SECOND ADDITION PROPOSED TREES: 203 TOTAL PROPOSED TREES: 252 110211 PHASE 2 LSOI LENNAR REFLECTIONS AT LAKE RILEY 2ND ADDN. 935 WAYZATA BOULEVARD EAST L 1 � 1 WAYZATA, MINNESOTA 55391 CHANHASSEN, MINNESOTA © 2010 Pioneer Engineering Non -Scannable Item Item -C !Folder Number R �Imarl JOMI FJe IOn Folder Name N M S° Job Number a �- Box Number �� �� -fioneer ""e/'lwnary a cy yq��F� SSFN Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. If errors or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000). and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties whictL A"[ tile,Vsars fla aSc,oLuse of data provided. •SS$iTRsui47 CIS of 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 www.ci.chanhassen.mn.us NIXIE SSO DE 1 049J82036654 1112412010 Mailed From 55317 US POSTAGE 00 11/28/10 RETURN TO SENDER ATTEMPTED — NOT KNOWN UNABLE TO FORWARD BC: 55317014747 *0770-0346477-24-43 -i.i tistsf if ff ii[[:•;;;;,t.inNftYssif ill fif lAf illlll111 tI11� NORTH BAY HOMEOWNERS ASSN INC 2681 LONG LAKE RD ROSEVILLE, MN 55113-1128 Iflf I I III III r r Ili JIII fill n fill; If II l Ili fu'IulunI)IIjili SCANNED Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, December 7, 2010 at 7:00 P.M. This hearing may not start until later in the evening,depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Rezoning from Residential Single Family (RSF) and Proposal: Mixed Low -Density Residential (R4) to Residential Low -Medium (RLM); and Subdivision of approximately 50 acres into 66 lots and 4 outlots - LAKEVIEW Applicant: US Home Corporation (DBA Lennar Property Northwest of the intersection of Lyman Blvd. and Lake Riley Location: Blvd. and south of Highway 212 A location map Is on the reverse side of tifill tice. The purpoNbTthis public hearing is Inform you about the applicant's request and to obtain inp�ftCm the neighborhood about this project. During the meeti the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.cl.chanhassen.mn.us/serv/plan/10-12.html. If you wish to talk to someone about this project, please contact Sharmeen Questions & AI-Jaff by email at saliaff@ci.chanhassen.mn.us or by phone Comments: at 952-227-1134. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process, The Commission will close the public hearing and discuss the item and make a recommendation to the City Council, The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/Industrial. • Minnesota State Statute 519. 99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff Is also available to review the project with any interested persons). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, please contact the Planning Staff Person named on the notification. P at1 11t1 00 0 s -.,il - - - - This map is neither a , .ded map nor a survey and is not intended to be used as one. This map is a Nation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direcbon or precision in the depiction of geographic features. If errors or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall rot be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties wlid�pFrt&6 d'eovft"' —*O"f1—ruse of data provided. 049J82036654 $ 00."0 a, 11124/2010 Mailed From 55317 US POSTAGE CSEN 'evard q 1 ...bsen, Minnesota 55317 www.ci.chanhassen.mn.us "-'8e w B ( r- WAYNE E ANDERSON 181 LAKEVIEW RD E CHANHASSEN, MN 55317-7625 LI;I;;1l11111ji;'iIN, I11)u1111Lu�)1LL11Lli1;u111)1111 SCANNED Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, December 7, 2010 at 7:00 p.m. This hearing may not start until later in the evening,depeni on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Rezoning from Residential Single Family (RSF) and Proposal: Mixed Low -Density Residential (R4) to Residential Low -Medium (RLM); and Subdivision of approximately 50 acres into 66 lots And 4 outlots - IAKEVIEW Applicant: S Home Cor oration (DBA Lennar Property Northwest of the intersection of Lyman Blvd. and Lake Riley Location: Blvd. and south of Highway 212 A location ma Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input frorrohe neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/serv/plan/10-12.html. If you wish to talk to someone about this project, please contact Sharmeen Questions & AI-Jaff by email at saliaff@ci.chanhassen.mn.us or by phone Comments: at 952-227-1134. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland Alterations, Rezonmgs, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is irmited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item wi it be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council, The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciavindustrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the princess should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, please contact the Plannino Staff person named on the notification. r1T° " yi/g7/10 % O7?��Q�agB_SA_A3 r 5591 Tp1g1a7 This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to. prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. If erom or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes W6.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnity, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties wlawA pe use of data provided. I 049J8203%54 . 00.440 e 11/24re010 wiled Prom 55317 US POSTAGE rd 355317 JOHN KLINGELHUTZ KLINGELHUTZ, LLC 552 BAVARIA ROAD CHASKA, MN 55318 Ili ,l Ili I, III IIIIlll,rl,ri„I,i, I,I, I'll, fill i, Ili Ili), Ili I SCANNED Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, December 7, 2010 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of the a ends. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Rezoning from Residential Single Family (RSF) and Proposal: Mixed Low -Density Residential (R4) to Residential Low -Medium (RLM); and Subdivision of approximately 50 acres into 66 lots and 4 outlots - LAKEVIEW Applicant: US Home Corporation (DBA Lennar Property Northwest of the intersection of Lyman Blvd. and Lake Riley Location: Blvd. and south of Highway 212 A location mac, is on the reverse side of this notice. The purpose of this public hearing is to itm you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/serv/Dian/10-12.htmI. If you wish to I talk to someone about this project, please contact Sharmeen Questions & AI-Jaff by email at saliaff@ci.chanhassen.mn.us or by phone Comments: at 952-227-1134. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is irvited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have somethino to be included in the report, lease contact the Planning Staff person named on the notification. CITY OF 111. ! .;llqi SO 1w, 'S " Vr p4 yso' .70Sa 011 Disclaimer Vol ,+'+1 ++ This map is neither a legally re, 1+1 -x and is not intended to be used as one. This map is a compilat ...rounation and data located in various city, county, state and federal off other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. If errors or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties w;eg5&djpf use of data provided. 3 049J82036654 d 11/24/2010 Maned From 55317 US POSTAGE 17 SPRINGFIELD HOMEOWNERS ASSN 730 FLORIDA AVE S GOLDEN VALLEY, MN 55426-1704 I;LL.I;L L;L; bLII;;;,,)Ii,,, 111,,; I„I„ILII;,,,, I IJ SCANNED Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, December 7, 2010 at 7:00 P.M. This hearing may not start until later In the evening,depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Rezoning from Residential Single Family (RSF) and Proposal: Mixed Low -Density Residential (R4) to Residential Low -Medium (RLM); and Subdivision of approximately 50 acres into 66 lots and 4 outlots - LAKEVIEW Applicant: US Home Corporation (DBA Lennar Property Northwest of the intersection of Lyman Blvd. and Lake Riley Location: Blvd. and south of Highway 212 A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/serv/r)lan/10-12.html. If you wish to talk to someone about this project, please contact Sharmeen Questions & AI-Jaff by email at saliaff@ci.chanhassen.mn.us or by phone Comments: at 952-227-1134. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is Invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation The Item will be opened for the public to speak about the proposal as a part of the hearing process The Commission will close the public hearing and discuss the item and make a recommendation to the City Council The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonmgs, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due a their complexity may lake several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. . A neighborhood spokespemon/representaave is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application Mill be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. REFLECTIONS AT LAKE RILEY 1ST ADDITION KNOW ALL MEN BY THESE PRESENTS: That Klingelhutz Development LLC, a Minnesota Limited Liability Company, fee owner, of the following described property situated in the County of Carver, State of Minnesota, to wit: All that part of Government Lot 2 and the Northwest Quarter of the Northeast Quarter of Section 24, Township 116, Range 23, Carver County, Minnesota, lying south of MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-17, according to the recorded plat thereof, said Carver County and lying northerly of the centerline of Lyman Boulevard per Doc. No. T90333 and 189939. Said centerline is described as follows: Beginning at the west quarter corner of said Section 24; thence South 89 degrees 08 minutes 52 seconds East, where the east —west quarter line bears South 89 degrees 47 minutes 54 seconds East, a distance of 2186.62 feet; thence easterly, a distance of 28.00 feet, along a tangential curve, concave to the north, having a radius of 800.00 feet and a central angle of 02 degrees 00 minutes 19 seconds; thence North 88 degrees 50 minutes 49 seconds East, a distance of 629.36 feet; thence easterly, a distance of 11.92 feet, along a tangential curve, concave to the south, having a radius of 800.00 feet and a central angle of 00 degrees 51 minutes 14 seconds; thence North 89 degrees 42 minutes 03 seconds East, a distance of 592.50 feet; thence northeasterly, a distance of 550.91 feet, along a tangential curve, concave to the northwest, having a radius of 450.00 feet and a central angle of 70 degrees 08 minutes 38 seconds; thence North 19 degrees 33 minutes 26 seconds East, a distance of 149.08 feet; thence northeasterly, easterly and southeasterly, a distance of 954.67 feet, along a tangential curve, concave to the south, having a radius of 510.00 feet and a central angle of 107 degrees 15 minutes 06 seconds and there terminating. Has caused the same to be surveyed and platted as REFLECTIONS AT LAKE RILEY 1ST ADDITION and does hereby donate and dedicate to the public for public use forever the public ways and the easements as shown on this plat for drainage and utility purposes only. In witness whereof said Klingelhutz Development Ilc, a Minnesota Limited Liability Company has caused these presents to be signed by its proper officer this day of , 20 Klingelhutz Development Company I STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 20J by as of Klingelhutz Development Company, a Minnesota Limited Liability Company, on behalf of said company. Notary Public, County, Minnesota My Commission Expires SURVEYOR'S CERTIFICATE CHANHASSEN, MINNESOTA This plat of REFLECTIONS AT LAKE RILEY 1ST ADDITION was approved and occepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this day of . 20,and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2. All monuments will be set as day of 20 , specified by the City Council and as stated on this plat according to Minnesota Statutes Chapter 505. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA By: . Mayor 8y. Clerk COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of 20. 8y: John E. Freemyer Carver County Surveyor COUNTY AUDITOR/TREASURER, Carver County, Minnesota I hereby certify that taxes payable in and prior years have been paid for land described or, this plat. Dated this _ day of 20 Laurie Engelen, County Auditor/Treasurer 0 COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of REFLECTIONS AT LAKE RILEY 1ST ADDITION was filed this 20.at o'clock M. as Document No. I hereby certify that I have surveyed and platted the property described on this plat as REFLECTIONS AT LAKE RILEY 1ST ADDITION, that this plat is a correct representation of the boundary survey; that all mathematical data and labels are Mark Lundgren, County Recorder correctly designated on the plat; that all monuments depicted on the plat have been or will be correctly set within one year as indicated on the plat; that all water boundaries and wet lands as defined in MS 505.01, Subd. 3, existing as of the date of this certification are shown and labeled on the plat; and that all public ways are shown and labeled on the plat. By: John C. Larson, Registered Land Surveyor Minnesota License No. 19828 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate by John C. Larson, Minnesota License No. 19828, was acknowledged before me this day of 20. Notary Public, My Commission Expires County, Minnesota day of CITY Or CHANHASSEN RECEIVED JAN 2 8 2011 CHANHASSEN PLANNING DEPI PI '!NEERneering CIVILENG➢VEERS LANOPLANNERS LANOSURVEYORS LANOSCAPEARCEPfE('I'S SHEET 1 OF 3 SHEETS REFLECTIONS AT LAKE RILEY 1ST ADDITION S N I/1BAY IVVIr1 BA C3 RTI f� )n A r1111T1(\NI 60 v 193.05 442.46 125' 2511 v Il � Il 1 1 \ 11 ,I 11 IJ 1 1 v 1 1 I 1 \vim 1 25� � 251 1 Y \25,\ 5\\ / \ \ 7 \ \ C) N'i�,\\ G � � _A A �i�v \\ \ \ c; 1; A- \ \ \ v \ 25\25\ .A C? 1 134.0. 1 � ' 1 — r DETAIL 'A' N I/1 L-)TI I A \/ 7NIr\ A IVVI\In r I �I IL/ nV Vll l\/IV N00016'21"W --� D,�5 ' /OUTLOT B `\ 1346.80 835.75 ' 68.59- / 0=00°1800 .1 \\ 1— /-- R 1.000 II �' ``/"\ \\\\ •� ��9 3\ CENTERLINE OF LYMAN BOULEVARD III ,8° °; 149 26..��.' PER DOC. N0. T90333 AND 189939 k'_a48s \ �; 08 F � \� HIGHLAND _ \ \ \ COURT / I / F \ � NOT TO SCALE °S Rai L �- i \� RRRdO \ ^ I L ,\\� �\v 0 33 r tiAs��s �` S0. �9 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: It I W'E--TLAND a ' n � II �' \ s N Jo_, o OUTLOT A 33 ��-L�ay�aF N4o\ 11— I I �11 DRAINAGE AND UTILITY EASEMENT OVER ALL OF OUTLOT A p ' BEING 5 FEET IN WIDTH, AND ADJOINING SIDE LOT LINES UNLESS OTHERWISE INDICATED, AND 10 FEET IN WIDTH AND ADJOINING RIGHT OF WAY / f z LINES AND REAR LOT LINES UNLESS OTHERWISE z \ 3pi ill INDICATED ON THIS PLAT. 0o NI / z - > OUTLOTID N \ O O _- ri _ 125.02 _ I > c r\ SOO°12'55"E . / I W > [ UJI mN / ^gar m <C DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET O1 M�r o 0 AND MARKED BY LICENSE NO. 19828 WHICH WILL BE �\ \ 'v / ; r" %2 ZQ I in SET WITHIN 1 YEAR OF RECORDING THIS PLAT. • DENOTES FOUND IRON MONUMENT. OUTLOT B 3 3p/ I o 0DENOTES CARVER COUNTY CAST IRON MONUMENT. �o� ,`503„ O� / �' 3ss'340° -% h / l i°J —0— DENOTES RESTRICTED RIGHT OF ACCESS S E n" o -\9 500 393•& 00 I 2/ / m C tis S s SA. � a u u �R.� 92a W 1 GHLAND /COVR '9°o F'iy� w `` \��/ �e /MCI WI Poo oo�o �� `30 2 0 7 >> oa ALL MONUMENTS REQUIRED BY MINNESOTA STATUTE, 21 3 \\ / 1 SSo3s° Nob °D �^ / p 22�s.00 CAI �tiry\ o / /30/ z I c0� u' WHETHER SHOWN ON THIS PLAT OR NOT, WILL BE °p , S' s W)o SET WITHIN ONE YEAR OF THE RECORDING DATE OF NON / \ ° °� / / I I o0 (;) �P� THIS PLAT, AND SHALL BE EVIDENCED BY A 1/2 3 ro' •� \ ^� sF / / (A \' p 'qc) INCH BY 14 INCH IRON PIPE MARKED BY RLS 19828. �g4°g3 05 E o 3 OF j P / rn °� / \ \ e A Q / rn�/rn / = I 0 0 a9 ' r SEE 0RIZ ^'2 ti 'PgiA?s o / ^ _ Ro Pa 5 00 (S F \ / v rn o ` \ ti/a / oo 3so p0� Z I SNEE 2 \ / '� ^ P / N lop In o�� o� �p0°52 OS A I \ \ \ \ /\ \ SeF aFr / /20 / c ^ o ry N 3 \ \ l l \ \ \ 4 no \ / 1 m� I 4 \ \ \ \ \\ / 3 / \� \ / �°R2s»„A\ / \a/3o//p M�� , ')I ��L• FOR THE PURPOSES OF THIS PLAT, THE SOUTH LINE A \ \ �o \2�58s o \y °°, \� / 'r J OF GOVERNMENT LOT 2, IS ASSUMED TO HAVE A `t % ° �. J °i L ,� L�4� BEARING OF SOUTH 89047'54" EAST. 't — --� 364.23 605.08 so"E 2 3 \ \ 'J / 3 M / IGHLA COURT / /� m PERMANENT DRAINAGE AND UTILITY ' EASEMENT PER MINNESOTA _ /r \ \ J/ SEE SHEET 3 OF 3 I \ 1 r — —I r-- — -1 F­ — �- ---�'� DEPARTMENT OF TRANSPORTATION , SHEETS FOR INSET A' RIGHT OF WAY PLAT NO. 10-17 / 2 -7 I / I OUTLOT C ��; l w �� 2 1/ 4 // i i i i i i I o °z / DRAINAGE AND UTILITY EASEMENT �I / �/ �� J / / 5 6 7 I I N C \ J\ \ / I i OVER ALL OF OUTLOT C i �, V / L_ J L— I I I I 1 8 1 -�' i I S00012'55"E _ / - -__ — J L — — J L_ — J AC SOUTH QUARTER CORNER OF 520.07 1 / — --- --- I I \'� SECTION 24, TOWNSHIP 116, / — — — — — — — — — — — — — — — — — — — I 301 1 f — ' SS9y84507 / 45.02,,'' / / 1 I N __�� �=02 p , RANGE 23 30 // l r r I e l R=800. 0 79" S00012'46' E 651.88 S89047'14"W \\ — — — J L — — — — — J — — — — — J L — — J L — J L J , \� 2i 0 0p 2634.03 0 15p,84.18------- v S00 12'46E / //I I W I .�VIVII VIL_i\I ILL_V / INN 7N Ir1 A N �I vV r\VVI I Ivl y INS O vl H z W 3 72 z in CENTERLINE OF LYMAN xz --BOULEVARD PER DOC. NO. 0 C °ate N T90333 AND 189939 M C z II 100 50 0 100 WEST QUARTER CORNER OF SECTION 24, TOWNSHIP 116, RANGE 23 SCALE IN FEET PIONEEReneneeering CI ENGW RS LANDELANNERS LA SURV MS LANDSCAPEARCMIECPS SHEET 2 OF 3 SHEETS Z m A' c.+ 0 m 500 g5o p5 R�po52 C�+ 0 INSET 'A REFLECTIONS AT LAKE RILEY 1 ST 469.74 R=325 Op � =8248'43" - \ "`GHLAND COURT D=26°2826" 11j \ �?275 S, ° i.LO r / R 28'A, 0 6 2ai roDe \ \ h/ \ 3 cr cw \It \ / co �_\ \ \ m� I 4 I \ L— — — — — — — — — — — ---------- \------- 103.77 77.57 59.51 S00012'55"E ADDITION DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 1 a �-5 L----- \ ot-m4u J rttl II`l VVIUIri, AIVU AUJUIIVIIVI, Jlut / \ \ LOT LINES UNLESS OTHERWISE INDICATED, AND / \ 10 FEET IN WIDTH AND ADJOINING RIGHT OF WAY / \ Y LINES AND REAR LOT LINES UNLESS OTHERWISE / \\ ''o�; F" INDICATED ON THIS PLAT. / 5 \\o °s � \s / IN.IN IN l 8F\\ \\ �p•�� `T° a `\ / \ \ �O 3 / 4 �> 'p134 2 a Ns� / _ 30 -' / 3 Op°28'0B / o h / � / 2 / / /cv / 7 14121 30 21.9 . co 3 �o I I I0 l a I� II a 0 ea >DRAINAGE AND UTILITY EASEMENT I 30 30 00 (A L — ��-----------J o 153.06 0 30.00 I 30.00 k N_� tiIN \ 241 / v a\2O\°'' a 4 80 30 / 3 {r 22.5 / r\ ,z�4,91 e996 _ 57_ o / \ 7 / I 2If / 8.9 M ° J/ 22. � 2 o N o co a —DRAINAGE AND UTILITY EASEMENT / L--<------------J o 148.24 0 �� -- WEST LINE OF GOVERNMENT LOT 2 Q / 3If/ If "yv4 O to co N� O/ /3 5 I lam ml �I `—o l� � DRNAGE AND \vU77LITY EASEMENT �I ^I L-------+/ L — — — — — — — — — — 67.05 95.17 ` 789.32 SOOT 2'46"E HIGHLAND COURT 43.67 I�� I I�� I I o I I � I I I I I I 13 I I to 6 IZ �I I 1 I L-------� 0 ; — — - — - — - L 74.17 238.56 - - N00°43'34"W 61.11 I cq-I I M0I I Oco I I �I I I I I 13 I I 7 I� �I IN fl E DRAIINGEASEMENTI AND / Y 0 �---7R� 25oZp'2�" in in I 2.68 ... 30.30 Dom cjo 4- 2596.5 — — — `70'21" Ne I I � I I � I I I I 13 I I a � I00 8 N '0I- co I I I I I I I I I I L----------- I I I J 100.97 IN A j w a� W J o 0 ON m 0 N lifif 25.66 DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET ALL MONUMENTS REQUIRED BY MTA STATUTE, 40 0 40 20 O AND MARKED BY LICENSE 1WHICH WILL BE WHETHER SHOWN ON THIS PLAT NC NOT, WILL BE SET WITHIN 1 YEAR OF RECORDING T THIS PLAT. SET WITHIN ONE YEAR OF THE RECORDING ORDING DATE OF FOR THE PURPOSES OF THIS PLAT, THE WEST LINE OF PIONEER THIS PLAT, AND SHALL BE EVIDENCED BY A 1/2 GOVERNMENT LOT 2, IS ASSUMED TO HAVE A BEARING nmi SCALE IN FEET • DENOTES FOUND IRON MONUMENT. INCH BY 14 INCH IRON PIPE MARKED BY RLS 19828. OF SOUTH 00012'46" EAST. CI ENGMERS LANDPLANNERS LA SURVEYORS LANDSCAPEAxcwrEcrs SHEET 3 OF 3 SHEETS REFLECTIONS AT LAKE RILEY 1ST AREA SKETCH ADDITION AREA SUMMARY BLOCK 1=99,936 SF. (2.2942 AC.) BLOCK 2=59,342 SF. (1.3623 AC.) BLOCK 3=56,279 SF. (1.2920 AC.) TOTAL LOT AREA = 215,557 SF. (4.9485 AC.) TOTAL OUTLOT AREA=1,847,595 SF. (42.4150 AC.) TOTAL RIGHT-OF-WAY AREA=151,560 SF. (3.4793 AC.) TOTAL AREA = 2,214,712 SF. (50.8428 AC.) - /n / 3' _ o i uln aarv-/ III I _. Ip / i nsm xon I7t I I II I, 4 y i I+i 1 / n. '\ I I I / , POND IIU I � / i I� i CATCHMENT l w PIONEERenoDeering "" .., ....-r••.n �� .., '^� LCIN AR CORM VI I i I � IIONS \I L'. aILF.Y ,',,;; �...•.� «,—�. —---- I MI'OSIED PIP[ DESIGN •. LEGEND EXISTING PROPOSED DESCRIPTION e al HYDRANT(S) D4 ►1 GATE VALVES) p ► REDUCER(S) - - - - EXISTING WATERMAIN PROPOSED WATERMAIN FUTURE WATERMAIN O SANITARY MANHOLE(S) — - - - -- EXISTING SANITARY SEWER < PROPOSED SANITARY SEWER — FUTURE SANITARY SEWER B ® CATCH BASIN Q 0 MANHOLE D ® FLARED END p ® BEEHIVE — - - EXISTING STORM SEWER << PROPOSED STORM SEWER — - - - - FUTURE STORM SEWER — 902- --- EXISTING 2' CONTOUR LINE 900 EXISTING 10' CONTOUR LINE PROPOSED 2' CONTOUR LINE eoo PROPOSED 10' CONTOUR LINE NWL-987.0 POND OUTLET LINE HWL_900.2 _ _ _ POND HIGH WATER LINE 8x3 PROPOSED SPOT ELEVATION ♦ ♦ ♦ EMERGENCY OVERFLOW ---------- DELINEATED WETLAND LINE ^WALL PROPOSED/EX. RET WALLS •••••••••••••••• EROSION CONTROL FENCE ----------- EASEMENT LINE GRAVEL SURFACE BITUMINOUS SURFACE CONCRETE SURFACE ;A sN�v EX. SERVICE sv EX. LAWN SPRINKLER VALVE so EX. LAWN SPRINKLER HEAD WELL EX. WATER WELL EX. CULVERT EX. TREE LINE EX. MAJOR TREE oh oh EX. OVERHEAD UTILITY LINES tv tv -- EX. UNDERGROUND TELEVISION tel te' EX. UNDERGROUND TELEPHONE fo fo EX. FIBER OPTIC LINE ue- = EX. ELECTRIC LINE 9 - EX. UNDERGROUND GAS X - ' EX. FENCE LINE -- ,_ ---- EX. FENCE LINE - EX. SOUND BARRIER WALL ■ EX. ELECTRIC BOX 0 EX. ELECTRIC BOX .� MONT. :HELL EX. MONITORING WELL ❑o EX. TELEPHONE BOX Fol EX. TELEVISION BOX -�- EX. UTILITY POLE o EX. LIGHT POLE EX. TEST HOLE ® EX. MAILBOX --a— EX. SIGN ROADWAY BITUMINOUS PATH IMPROVEMENTS CURB LINE CONCRETE WALK --- ---'RIGHT-OF-WAY LINE SETBACK LINE The information and/or renderings and maps contained herein, such as street and lot location, dimensions, areas, landscaping and amenities, are of the sole purpose of depicting a possible use of the properties, and are subject to change, no representation or warranty as to zoning, development ownership or land use of such properties is being made, and Buyers should not and will not rely on the information and/or renderings and maps or views contained herein in deciding to purchase any property, etc. Pioneer Engineering, P.A. make no warranties or representations of any kind or character, expressed or implied, with respect to ,the matters depicted or covered by the rendering, drawings and other information herein. For details of existing developed areas, refer to rye recorded final plat. The owners of the property shown and their successors and assigns reserve the right to make zoning, development, ownership and/or land use changes for any part(s) of the properties. The developer reserves the right to change the plans without further notice Subject to City and all Government approvals. ' PIONEERmeneering LAKEVIEW PRELIMINARY DEVELOPMENT PLAN o� � _ � • � j `may CHANHASSEN, MINNESOTA I 41 12 �-- ❑ 1110 40 39 ❑ 8 7 36 m \ �% 37 ; \� \� � DNR WETLAND 10-213W / 38 // �T\� 6 t\ ' 28 / 30 �` /• 31 \ 5 � 33 i D ❑❑ ❑ �- ❑ 4 I \ OU7LOT A STREET D I \ t �1, I 323 , 12 13 1 ✓ - 14 15 16 17 18 16 \ El El- � � . � / OUTLOT 8 ❑ \ / [:1111:11:10 81 7 1 6 1 5 I 4 ;�lj I S•S i� , SPRINGFIELD DRIVE I SHEET INDEX L COVER SHEET 2. EXISTING CONDITIONS 3. PRELIMINARY PLAT 4. SITE PLAN 5-7. GRADING PLAN 8-9. GRADING DETAILS 10. EROSION CONTROL PLAN 11. EROSION CONTROL DETAILS 12. SANITARY & WATER PLAN 13. STORM SEWER PLAN TR 1-4. TREE PRESERVATION PLAN LS 1-2. LANDSCAPE PLAN 0. ey PREPARED BY PIONEER ENGINEERING, P.A. BRLAN N. MOLINARO REGISTERED PROFESSIONAL CIVIL ENGINEER 47504 REG. NO. JOHN C. LARSON REGISTERED PROFESSIONAL LAND SURVEYOR 19828 REG. NO. DEVELOPER JOEJABLONSKI LENNAR 935 EAST WAYZATA BLVD. WAYZATA, MINNESOTA 55391 952-249-3014 a,ITY OF CHANHASSEN RECEIVED NOV 0 5 2010 CHANHASSEN PLAUNING DEPT Ln.1b s,., CT. ITE a Mm,h I Lab I 0 L.)" RIUy Z �1I Tv� wu uix R o cr. �A i LOCATION MAP BENCHMARK PRINTED TNH SPRINGFIELD LOT 10-11 BLK 1 OCT 15 2010 ELEV=924.90 PIONEER ENGINEERING, P.A. 0 50 100 200 GRAPHIC SCALE IN FEET 110211-PRE-CVR.DWG CI ENGAIEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCNIrECTS 2422 Enterprise Drive (651) 681-1914 1-9488 Mendota Heights, MN 55120 Fax: ng.c g www.pioneerereng.com © 2010 Pioneer Engineering ---I-- .4s 4 ius AAS. A O7fDeh " I LAKE RILEY NORTH BAY y - DNR 10-2P 1 : a-H aa� OHW 865.3 \ J�oPo WETLAND \ \ MANAGEMENT ' 11 0 11 15RD ADS'_ , \ CLASS "IMPROVE" 11111 !, 1'1\� !' ✓! / %�% "L OHW=865.3 1 :'OR'H N. - --- -- -- mvd92- 96, 1 , 1 I \° f o�tK _ 900� \ \ \\-- WETLAND :�i�:' ��� �906 �\ ~ vl� \��\\\ / / go2l \ \ \\\ \. ..\, DNR 10-213W d' MANAGE '1221 \ 0 ,X— �\ 20' BUFFER f \ �� ` \ \ ' \\I `•t I j I 30' S.B. TO BUFFER \\\\ x� ��- ,II 1 O 90 I r 1t''i, a rn�?, t / /\\� '\ \\ \ \\ \�\ �� \ \ — — — — y ,(Lu rptW O 1 r 100 1 918 `1 0�6 �� - ,i o o co _ rn ) REL ; I �r`' 0 1 /= ERA ' 4.114 \ I 1 0s </ _ 1 J�� �� �6I ��'� �/� Y i �rr I16 \ o� - ! .9�i`' l l 1 J / 90_4 \ J\ /! /,/ ,f�l /� ���j / l / ��— �\ I 8, I I • I ,III 1111 � � � �_ �- a-- � / / / •� � � � 1 1 � I � r =92_ 8 J 1 ;88g817 g94-/tpell �� ,r —=F�R��;,/ `g•2_ >----' �- —� `� � / -880_-- ` �884- I CD .I \\1 00� IJSIVii p 1�� � I I -- sMs 1 1\\t',.\ �"./IIII �1 �— wv�9��lr� �� \ \96 rot I I II I , I aga .8 oc / �9= a PIONEERengineering �\'E RIIzy - ` LEVARO t- r� w fr a SPRINGFIELD / DRIVE / SUM ERFIELD 0 50 100 200 GRAPHIC SCALE IN FEET 110211-PRF-EXISTING CONDMONS.Dw CIVE.ENGINEERS LA FLANNMS LANDSMVEYORS LANDSCAPEARCHD n 2422 Enterprise Drive (651) 681-1914 Heights, MN 55120 Fax: reng.c 88 Mendota Hei 8 www.pioneereng.com 0 2010 Pioneer Engineering PROPOSED DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 11 5--i 4- 1i 0 �—•-5 0 being 5 feet in width, and adjo;ning lot lines unless otherwise indicated, and 10 feet in width and adjoining right of way lines and rear lot lines unless otherwise shown on the plat. TOTAL AREA 50.8428 ACRES TOTAL R.O.W. AREA 6.8632 ACRES TOTAL LOT AREA 19.2989 ACRES TOTAL OUTLOT AREA 24.6807 ACRES TOTAL OUTLOTS 4 NUMBER OF LOTS 66 LARGEST LOT 19,317 SQ. FT. SMALLEST LOT 9,044 SQ. FT. AVERAGE LOT 12,737 SQ. FT. GROSS DENSITY EXCLUDES OUTLOTS 2.5227 LOTS/ACRE NET DENSITY EXCLUDES OUTLOTS & R 3.4199 LOTS/ACRE PROPOSED ZONING RLM UTILITIES AVAILABLE 100 50 0 100 GRAPHIC SCALE IN FEET PIONEEReneneering L 7 ,A 1 � 1 �f1 �' 1 I I I I I i I I I I I I I I I I I I I I I I I A, C) -n 1♦V r,U UIT IUnV AJc� i cJ / bJ q "D FM I I vvl \ I rl A \/ CS r. I Legal Description for Preliminary Plat Purposes 0 A r\r\ITI/\NI !,U VIIIVIV IF914IL: All that part of Government Lot 2 and the Northwest Quarter of the Northeast Quarter of Section 24, Township 116, Range 23, Carver County, Minnesota, lying south of MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-17, according to the recorded plat thereof, said Carver County and lying northerly of the centerline of Lyman Boulevard per Doc. No. T90333 and 189939. Said centerline is described as follows: Beginning at the west quarter corner of said Section 24; thence South 89 degrees 08 minutes 52 seconds East, where the east —west quarter line bears South 89 degrees 47 minutes 54 seconds East, a distance of 2186.62 feet; thence easterly, a distance of 28.00 feet, along a tangential curve, concave to the north, having a radius of 800.00 feet and a central angle of 02 degrees 00 minutes 19 seconds; thence North 88 degrees 50 minutes 49 seconds East, a distance of 629.36 feet; thence easterly, a distance of 11.92 feet, along a tangential curve, concave to the south, having a radius of 800.00 feet and a central angle of 00 degrees 51 minutes 14 seconds; thence North 89 degrees 42 minutes 03 seconds East, a distance of 592.50 feet; thence northeasterly, a distance of 550.91 feet, along a tangential curve, concave to the northwest, having a radius of 450.00 feet and a central angle of 70 degrees 08 minutes 38 seconds; thence North 19 degrees 33 minutes 26 seconds East, a distance of 149.08 feet; thence northeasterly, easterly and southeasterly, a distance of 954.61 feet, along a tangential curve, concave to the south, having a radius of 510.00 feet and a central angle of 107 degrees 15 minutes 06 seconds and there terminating. SNo RILERELINE GF SECnONEMAPALFgKE -_--__---` `\ � yl 149 � ! _,PER eR H of wAy I lq`AL`EC\ LINE MAP \1F\'L"J C] ^I I I' A,'ER F I EI f\ .�VIVII VI L_r\i ILL-U 7A lr, A ILI AU / L1 Ljl 11\JI V 110211-PRE PLAT.DWG CDME GINEERS LANDPLANNERS LANDSll VEYORS LANDSCA EARCHITECfS 2422 Enterprise Drive (651) 681-1914 81-9488 Mendota Heights, MN 55120 Fax: eng.c g www.pioneereng.com 0 2010 Pioneer Engineering I „4 01 �r II I 1 I 1 SETBACKS SHORELAND ZONING Front: Garage foundation to R-O-W =25 House foundation to R-O-W =25 Side =5'-Garage 10'-Building Rear-25' Min Area: Lot Area=15,000 SF Lot Width: Lot Width =90' @ Front Setback Max Impervious Coverage=25% rcpTt' 3^; vF NORTH BAY ,{ yyy4 A .& 0 RLM ZONING Front: Garage foundation to R-O-W =25 House foundation to R-O-W =25 Side =5'-Garage 10'-Building Rear=25' Min Area: Lot Area =9,000 SF Lot Width: Lot Width =65' @ Front Setback Max Impervious Coverage=35% PI$NEERneming MIUL NGH EERS LAND PLANNERS LAND SURVEYORS L SCAPE ARCETTECTS 2422 Enterprise Drive (651) 681- 1914 Fax:681-94889488 Mendota Heights, MN 55120 www.pioneereng.com LAKE RILEY DNR 10-2P OHW 865.3 WETLAND MANAGEMENT CLASS "IMPROVE" -WETLAND BUFFER -WETLAND BUFFER SETBACK 0 -WETLAND CONSERVATION SIGN OHW=865.3 b G L (- I—1 rmr Hart WWw a x.w g t- --- R Tnr eialT xu ~ M1 mM I�IT AVA r82RFWl ale. tnmIMAGE GARAGE GARAGE R ni,nu 8 A AWSON F J TOTAL IMPERVIOUS 3280 SOFT MT qNr NFA van q rt F�) L--T\� &BURN D ATLGERALD D !ANCASIER D TOTAL IMPERVIOUS 3151 SQ.FT. TOTAL IMPERVIOUS 2781 SQ.FT. TOTAL IMPERVIOUS 3395 SOFT. 17 ram rmrr A4/. R 1ui a M1 ' 8 aaw I T n znu i CNtAGE F \-� �- `L-% LANSNG A MONIRFLLD D TOTAL IMPERVIOUS 3482 SO.FT. TOTAL IMPERVOUS 3151 SO.FT ;r r AaA __ --.T 1ST , 4 0. rFmT PIYIi MFA GARAGE PENNNiCTON D PAI3BURY D TOTAL IMPERVIOUS 3610 SQ.FT. TOTAL IMPERVIOUS 2894 SOFT. 5 L'. x 41W to ,R Rm + fl. mr Na urA R t. . t A ew q'R�' rmr nwT— a 1aa a n. d _r -____ p t4ygR s' 1H]40. - GARAGE GARAGE 'a x GARAGE f is er eEM1 n.aa In OARACE � PRAIRIE E TOTAL IMPERVIOUS 3907 SOFT. � RI SIT R R .._ _ GARAGE 1�/ J L I' \ SNCLAR D TOTAL IMPERVIOUS 2832 SOFT. SPRINGDALE F TOTAL IMPERVIOUS 3584 SQ.FT. SPRINGELD 8 TOTAL IMPERVIOUS 3359 SOFT. rWr FlMT rIFA I.aW 4R GARAGE i9ar T. lass q rt � zue i GARAGE I Tour rrar xu a1T� RrR ' 21ep GARAGE �✓IST. CROXD L V WALDEN A WAVERLY A 1 WAVERLY E TOTAL IMPERVIOUS 3032 SO.FT. TOTAL IMPERVIOUS 2795 SO.FT. TOTAL IMPERVOUS 3149 SOFT. TOTAL IMPERVIOUS 3163 SQ.FT. e SPRINGFIELD sf DRIVE rQ„ ,cam. sums: MI E:.o 2ND .iVVI11VlkI •1 C ,--LOT roar ra«r .rv, swi q R A: 10500 SFt-TOTAL LOT AREA B: 3675 SF ALLOWABLE IMPERVOUS AREA —L—/ W THINGTON D TOTAL IMPERVIOUS 3419 SOFT. SUBDIVISION DATA SUMMARY: TOTAL GROSS AREA: 50.48 ACRES TOTAL NUMBER OF LOTS: 65 GROSS DENSITY: 1.307 UNITS/ACRE TOTAL PARK AREA: 4.83 ACRES (OUTLOT B) TOTAL PUBLIC ROW AREA: 6.86 ACRES TOTAL WETLAND AREA: 10.40 ACRES (DNR WETLAND 10-213W) TOTAL NET AREA: 28.39 ACRES (GROSS -PARK -ROW -WETLAND) NET DENSITY: 2.32 UNITS/ACRE 0 50 100 200 GRAPHIC SCALE IN FEET 110211•PRE-SrrE.DWG 0 2010 Pioneer Engineering 4 4 ° 4 . 4 Reg O• L` ` a `° a- - %/ '91C N_g12 0 4.-- 916 GNw AY a „ , < q _ / i i y = `y -_g18 92C 24- -'ibis RUNK N1 a 9 , 4` Rs906.2i r, q 9 two __�g2/ 4 R,9J a /- -- `_ -'' s -- -_ =^• - � -/J-- l� / �i 92-�� �' ��- '� -'! //„-_•`- o , ° -°' • ` °< , . 4°- 4 R'79c,5p5 to '899 25 , ,.4 , a q g0 < • .� _s' -'- o i r -.--" `� / / / 918 % / /' / / _ .° ° `° • ^.to °R< , _/ _r Yam.. _� �-' �� �� �! �- 1- _� q+ •^ ° J y96g0 y `i!\�QI N--fo`'��_ #/ j % // g14 i-y -� // �� �` 94. ��� Cm a ^ �- -912 g14 � - �` / / / / // / f n 0 R_9o4.32 pp--����+ _- I N # / / / / / '�j f -°�1 �( / E 0. F. R sz' �. > Z m ,4° 4, ° ,a 9 y924926 a-�_-rI�Q888.00 I y j y_�/j/'�// y yq1 j V / ' 9 / I / I y y�fo_yJ�WL=890:45 r / z BOTTOM=880.00= / °p.° / / / / �. + y WET VOL=- / �-�J- _- #AGE V0r 0194•A ET 925 -AREA OF-DRAIWA6E= 994AC _ F / �' ,� --= � — �_ 4- -�CREA-N1A>Ls0.24� �_ ` ° , • , ° ,R=9p2 < - ` -- _ y \ \ I 1 I / o 95.1 N GSF` to # yi �— ` .-92 y J _ J ' ��0 / 95. •Z R to y am, r =_ _� '! y_�_ �a18 O.F. / /\ \ e- _ a a : gO y f 1 -� - r"r 1—' r - a J ' / ./• yO[� \ < /-�fn-- S I I I j j' f \ ` `- may= y / 6 28 95.1 F G_ CO�'�. G BRca 80% L J 29 —► 92.4 9�� /c6rn 910 14 j 98./ 0 on / E.O.F. pfi.8p I 9p8 12 / J 0 I' °' ' / / - s /, � cep•. & ��'. ��. ---- i I \ p 010 m 888 IN rq 894 =� N of........ Yt m EI61 M i N 1. 1 m _ 9 E.O.F. I iI 3 0rya 15 I i� 23 WL-890.00 -� t` i 1 �m 1 N I I c� v m ,.. eOTTOM=a82.0 \ `'flll f; ' J '- 16 �l WET VOL.=0.4:25/1 STORAGE V�oL�,371 FT I i i I I I I cn o c '00J / - V - AREA -OF DRAINAGE= 8AG\ I ( f I i ( w I 0 + , 4 AREA--NV4.=0.16 00 N � y y IIII I I 7/ I 8 896 / 1 r— Uu u I I 0.$ - - . 1 1 rn �'J i� � 6 / / / k h M I 1 ; `0 00 0 1 T hh 1 ! 1 cr I Z /� , I of c / Z4/5; PIONEERengineering 6. / N 7 D i 21% 97 15 SEE SHEET 6 y'6'o��. moo• l l , yi � i F y� �yy/f 0 25 50 100 GRAPHIC SCALE IN FEET bS -' N g ➢Z2 o zA �g z n 110211-PREGR.DWG CIVQ,ENGINFF.RS LANDPLANNERS LANDSU VEYORS LANDSCAPEARCNIIF.CTS 1914 2422 Enterprise Drive (Fax: 681-9488 Mendota Heights, MN 55120 Fax: reng.c m B www.pioneereng.com © 2010 Pioneer Engineering 7 D i 21% 97 15 SEE SHEET 6 y'6'o��. moo• l l , yi � i F y� �yy/f 0 25 50 100 GRAPHIC SCALE IN FEET bS -' N g ➢Z2 o zA �g z n 110211-PREGR.DWG CIVQ,ENGINFF.RS LANDPLANNERS LANDSU VEYORS LANDSCAPEARCNIIF.CTS 1914 2422 Enterprise Drive (Fax: 681-9488 Mendota Heights, MN 55120 Fax: reng.c m B www.pioneereng.com © 2010 Pioneer Engineering 00 r r N 7 896 /� { S/U TI I •�, I Jill I 1 p a ( I o !b a` ( i ' rn eo I ,I sc-� c N _9 'II 10 8 a v Z�8 •1 914 eb� NIX" m — 1 f 00 n \\\\ N c \ 97.� l f fCO_ �9 S \ 2 `i4O flo ' 1 896 �,Z( 2� 9( SEE SHEET 7 PI$NEEReng'ineering CIVML G^'^^^" LANDPLANNERS LANDSMWYOR LANDSCAPEAR=WTS 2422 Enterprise Drive (651) 681-1914 Fax:681-9488 Mendota Heights, MN 55120 www.pioneereng.com SEE SHEET 5 7 I II 99.3 O.F. 0 �+ I 21 N I+ i li I 7.3 I 20 I I J \ y y 190 I 98. i I E.O.F" � l98.1 KIM gam7 7 ,— 98, 9,00 98. 1 7 E,0.1 0.3 , r I r1 • ,00 r / Cj Ap 947 O - ---,max O.F.% ;' f/x � L6 �i— � �. gy�pp,, ��•• //� / � 8 1 918 y� 7/�, / f ►�— ! P 98 4 " L cA „ i .�' . • Cp9 � .- f i • l f f • / WETLAND CONSERVATION SIGN 24' MP / � i=864.97 1=665.07 i0 / I DT: w0c Mom: om- ()o= D Z 7 �m z� •'_ a 70 00 • ' 000 co WATER QUALITY BASIN 200 ' i NWL=866.00 / II HWL=869.27 1 i BOTTOM=856.00 % I WET VOL.=1.828ACFT • f l i/ STORAGE VOL.=1.917ACFT r j AREA OF DRAINAGE=16.658AC c AREA NWL=0.494AC WETLAND DNR 1 0-213W MANAGE 992"op 20' BUFFER / 30' S.B. TO BUFFER TA -WETLAND / 20!--n-rLAND BUFFER f c OUTLOT A 30' SETBACK TO WETLAND -BUFFER UFFER 1 rs� 0 25 50 100 GRAPHIC SCALE IN FEET 110211-PRE-GR.DWG ® 2010 Pioneer Engineering LEGEND SEE SHEET 6 EXISTING PROPOSED DESCRIPTION ® CATCH BASIN O • MANHOLE D ® FLARED END ® ® BEEHIVE - - << - -- EXISTING STORM SEWER << PROPOSED STORM SEWER amoma PHASE LINE - - - - - EASEMENT LINE -- —902 -- - EXISTING 2' CONTOUR LINE -- -- 900 --- EXISTING 10' CONTOUR LINE PROPOSED 2' CONTOUR LINE PROPOSED 10' CONTOUR LINE NWL=987.0 POND OUTLET LINE HWL=900.2 _ _ — POND HIGH WATER LINE 84.3 PROPOSED SPOT ELEVATION ♦ ♦ ♦ EMERGENCY OVERFLOW ---------- DELINEATED WETLAND LINE — FEMA FLOODPLAIN BOUNDARY •••••••••••••••• STANDARD EROSION CONTROL ■ ■ ■ ■ ■ ■ ■ ■ ■ 1 HEAVY-DUTY EROSION CONTROL " "- TREE FENCE �WAL1 PROPOSED/EX. RET WALLS C CONSERVATION AREA SIGN W WETLAND BUFFER SIGN 0 EX. SANITARY OR STORM MH x EX. GATE VALVE 2� EX. HYDRANT SRV � EX. SERVICE sv EX. LAWN SPRINKLER VALVE SH 0 EX. LAWN SPRINKLER HEAD WELL EX. WATER WELL ---___� EX. CULVERT EX. TREE LINE —oh oh EX. OVERHEAD UTILITY LINES tv tv EX. UNDERGROUND TELEVISION tel tel— EX. UNDERGROUND TELEPHONE fo fo — EX. FIBER OPTIC LINE ue ue— EX. ELECTRIC LINE 9 9 — EX. UNDERGROUND GAS X X EX. FENCE LINE ❑ EX. ELECTRIC BOX 0 EX. ELECTRIC BOX LL EX. MONITORING WELL 1e O EX. TELEPHONE BOX TV EX. TELEVISION BOX EX. UTILITY POLE 'o EX. LIGHT POLE EX. TEST HOLE ® EX. MAILBOX -� EX. SIGN ROADWAY IMPROVEMENTS RIGHT-OF-WAY LINE BITUMINOUS PATH -- CENTERLINE CURB LINE CONCRETE WALK ---- SETBACK LINE EX. GRAVEL SURFACE EX. BITUMINOUS SURFACE EX. CONCRETE SURFACE SELECT BACKFILL MATERIAL lo�oaa°°°o"000�o�°o�oa! D O D 0 0 4 0 9 OIII GRAVEL CONST. ENTRANCE { fp���OG�7GGnCpGACpp1 906 0 25 50 100 GRAPHIC SCALE IN FEET PISNEERengineering w \0 > Zry_ n (f) WETLAND DNR 10-213W MANAGE "2" 20' BUFFER 30' S.B. TO B �rciL.rirvl/ . ,W -WETLAND BUFFER SETBACK TO WETLAND -BUFFER WATER QUALITY BASIN 200 N WL=866.00 H WL=869.27 BOTTOM=856.00 WET VOL.=1.828ACFT STORAGE VOL.=1.917ACFT AREA OF DRAINAGE=18.658AC AREA NWL=0.494AC 110211-PRE-GR.DWG CIVB.ENG^`^^^" LANDPf.ANNERS LANDSD WYORS LANDSC EARCMECTS 2422 Enterprise Drive (651) 681-1914 Heights, MN 55120 Fax: reng.c 88 Mendota Hei g www.pioneereng.com 0 2010 Pioneer Engineering Ff10' l3yBERM TYPICAL POND SECTION 1 NWL -A-- BOTTOM INSTALL MNDOT CATAGORY 2 VARIES EROSION CONTROL BLANKET ON DITCH SLOPES & BERM q 3 65' TOPSOIL 10' GRADE OSED FINISHED GRADE r-EXISTING GRADE SELECT BACKFlLL-J `� �i LIMIT OF SUBGRADE EXCAVATION MATERIAL SELECT BACKFlLL MATERIAL M/ COMPACTED BACKFILL o VNS t F?� 4 BACKFlLL MATERIAL NON-SELECTN-SELECT MAX.MA MAX ' COMPACTED BACKFIL'c BACKFlLL MATERIAL 3.0' MAX COMPACTED BACKFlLL MIN. 10. MIN. BOTTOM OF LI STAB E MATER0'IAL SUBGRADE CORRECTION DETAIL NO SCALE PIDNEERengineering DRAINAGE & UTILIT' EASEMENT LOWEST OPENING - ELEVATION LOWEST FLOOR - ELEVATION GROUND ELEVATION ® BUILDING RECOMMENDED GARAGE SIDE FINISHED ELEVATION ® LOT CORNER w z J O J 29.0 28.0 I BLOCK NO. I I 7 I LOT NO. I I HOUSE TYPES 31 0 R RAMBLER OR SPLIT ENTRY = LO -RAMBLER LOOKOUT OR SPLIT ENTRY WALKOUT tG WO -RAMBLER WALKOUT I LO SLO -SIDE LOOKOUT SWO -SIDE WALKOUT 937.0 I L-_ I J q STREET LOT INFORMATION (TYPICAL SECTION NOT TO SCALE) W 4,W 7 7 0 o O ,.DIROTiON:OF. FLOW'. STREET PROFILE .' �IRECTION�OW ON S ET, 0.51- 0'Do .5 LOT BENCHING DETAIL NO SCALE PHASE SEQUENCE 1. THE SIZE OF EACH FILL OPERATION WILL BE DETERMINED BY THE QUANTITY OF SOIL IMPORT, 2. EACH PHASE WALL CONSIST OF THE GRADING SEQUENCE OUTLINED BELOW. GRADING SEQUENCE 1. DETERMINE SIZE OF FILL AREA BASED ON AVAILABLE SOIL 2. INSTALL ROCK CONSTRUCTION ENTRANCE 3. INSTALL PERIMETER SEDIMENT CONTROL DEVICES (SILT FENCE). 4. STRIP TOPSOIL, STOCKPILE AND STABILIZE IN BERM FOR FUTURE SPREADING. 5. DIG TEMPORARY SEDIMENT BASIN, BASIN TO BE 1800 CF/ACRE OF AREA STRIPPED. CLEAN TEMP BASIN ONCE 50% FULL 6. ALL SOIL WILL BE TESTED FOR SUITABILITY FOR FILL PER THE BORROW PIT RECLAMATION PROTOCOL PRIOR TO BEING BROUGHT ONSITE. 7. ALL SOILS WALL BE COMPACTED PER THE BORROW PIT RECLAMATION PROTOCOL 8. MAINTAIN DRAINAGE DURING GRADING OPERATION TO TEMPORARY SEDIMENT BASIN. 9. COMPLETE SITE GRADING PER PLAN. 10. RESPREAD TOPSOIL MAINTAIN A MINIMUM OF 4" DEPTH. 11. MAINTAIN DRAINAGE TO TEMP SEDIMENT BASIN UNTIL NEXT PHASE BEGINS. 12. STABILIZE DENUDED AREAS AND STOCKPILES WITHIN TIME FRAME LISTED IN EROSION PREVENTION PRACTICES GENERAL NOTES 1. CONTRACTOR TO ADHERE TO ALL REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY N.P.D.E.S. PERMIT, INCLUDING THE REQUIREMENT TO MINIMIZE THE AREA DISTURBED BY GRADING AT ANY GIVEN TIME AND TO COMPLETE TURF RESTORATION THE TIME REQUIRED BY THE PERMIT AFTER COMPLETION OF 2. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. BMP'S REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL PLANNING HANDBOOK. 4. ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES. SOME EROSION CONTROLS SUCH AS CHECK DAMS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN THE SPECIFIC AREA. THEY SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. 5. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE BMP'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMP'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS THAT MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. 6. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN THE DRIP LINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. 7. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER RUNOFF. 8. OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS, LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE. DO NOT BACK- BLADE. LEAVE A SURFACE ROUGH TO MINIMIZE EROSION. 9. TEMPORARY SEED SHALL BE DONE IN ACCORDANCE TO MNDOT 2575 & 387,; CONSISTING OF: • MNDOT MIX 150 ® 40 LBS. PER ACRE OR APPROVED EQUAL. • MULCH SHALL BE MNDOT TYPE 1 O 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL, INSTALLED TO MINIMUM 90% COVERAGE OF THE SURFACE AREA DISTURBED. • TYPE 1 FERTILIZER, 10-10-20 ® 200 LBS. PER ACRE 10. PERMANENT TURF RESTORATION SHALL BE DONE IN ACCORDANCE WITH MNDOT 2575 & 3876 CONSISTING OF: • MNDOT MIXTURE 240 AT 75 POUNDS PER ACRE. • MULCH SHALL BE MNDOT TYPE 1 O 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL. INSTALLED TO MINIMUM 90% COVERAGE OF THE SURFACE AREA DISTURBED.MULCH AT 90 % COVERAGE WITH DISC ANCHOR. • TYPE 3 FERTILIZER, 22-5-10 80%W.I.N O 350 LBS PER ACRE. 11. SLOPES AT 3:1 OR STEEPER, AND/OR WHERE INDICATED ON THE PLANS SHALL BE SEEDED AND HAVE AN EROSION CONTROL BLANKET TYPE 3 INSTALLED OR MAY BE HYDROSEEDED WITH TACKIFER MULCH. 12. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS. 13. IF BLOWING DUST BECOMES A NUISANCE. THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. 14. WITHIN 7 DAYS OF COMPLETION OF THE SITE GRADING OPERATIONS THE ENTIRE SITE (EXCEPT ROADWAYS) SHALL HAVE BEEN SEEDED AND MULCHED AND SILT FENCE SHALL INSTALLED AROUND ALL PONDS. 15, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. CONSTRUCTION ACTIVITY REQUIREMENTS A. EROSION PREVENT10N PRACTICES 1. THE CONTRACTOR SHALL IMPLEMENT CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. 2.ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF A SURFACE WATER OR ANY STORMWATER CONVEYANCE SYSTEM WHICH IS CONNECTED TO A SURFACE WATER MUST BE STABILIZED WITHIN 7 DAYS (STEEPER THAN 3:1 SLOPES), 14- DAYS (10:1 TO 3:1 SLOPES), OR 21 DAYS (FLATTER THAN 10:1). THESE AREAS INCLUDE POND SIDE SLOPES, EXPOSED SOIL AREAS WITH A POSITIVE SLOPE TO A CURB AND GUTTER SYSTEM, STORM SEWER INLET, DRAINAGE DITCH, OR OTHER SYSTEM THAT DISCHARGES TO A SURFACE WATER. 3.THE NORMAL WETTED PERIMETER OF ANY DRAINAGE DITCH MUST BE STABILIZED "THIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER (WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER). 4.PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY. OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. B. SEDIMENT CONTROL PRACTICES 1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT ENTERING SURFACE WATERS. DITCHES AND SEDIMENT BASINS REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. IF DOWN GRADE SYSTEM IS OVERLOADED, ADDITIONAL UPGRADE PRACTICES MUST BE INSTALLED, AND THE SWPPP MUST BE AMENDED. THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER. SLOPES MAY BE BROKEN WITH SILT FENCE, ROCK CHECK DAMS, COMPOST SNAKES, OR OTHER APPROVED METHODS AND/OR AS SHOWN ON THE EROSION CONTROL PLAN. 2.SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON DOWNGRADE PERIMETERS BEFORE UPGRADE LAND DISTURBING ACTIVITIES BEGIN. 3.THE TIMING OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT TERM ACTIVITIES. HOWEVER, THESE PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. 4.CONTRACTOR MUST PROTECT ALL STORM DRAIN INLETS BY APPROPRIATE BMP'S DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 5.TEMPORARY STOCKPILES MUST HAVE SILT FENCE AROUND THE PERIMETER OF THE BASE OF THE STOCKPILE AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS OR DITCHES. 6.CONTRACTOR MUST INSTALL TEMPORARY (OR PERMANENT) SEDIMENTATION BASINS WHERE TEN OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON LOCATION AND/OR AS SHOWN ON THE EROSION CONTROL PLAN. C. DIEWATERING ANDSURFACE DRAINAGE 1. DEWATERING OR ANY TYPE OF SURFACE DRAINAGE THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO AN APPROVED SEDIMENT BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED TO A BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM LANDOWNERS. THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIP RAP, SAND BAGS, PLASTIC SHEETING, OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. 2.ALL WATER FROM DEWATERING MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, EROSION, OR INUNDATION OF WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. D. INSPECTIONS AND MAINTENANCE LTHE CONTRACTOR MUST APPOINT SOMEONE TO INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT OF GREATER THAN 0.5 INCHES IN 24 HOURS. ALL INSPECTIONS MUST BE RECORDED IN WRITING AND RETAINED PER M.P.C.A. N.P.D.E.S. REQUIREMENTS. (NOTE: LOCAL JURISDICTION MAY REQUIRE A MORE FREQUENT INTERVAL OF INSPECTION.) E. POLLUTION PREVENTION MANAGEMENT MEASURES 1-SOLID WASTE MUST BE DISPOSED OF PER M.P.C.A. REQUIREMENTS. 2.HAZARDOUS MATERIALS MUST BE STORED AND DISPOSED OF PER M.P.C.A. REGULATIONS. 3.EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE DECREASING IS ALLOWED ON SITE. 25' 25' 35' 25' 25' 35' SETBACKS w SETBACK R 25' 60 w SE K k w,rSETBACK FINISHED GRADE z' (MIN.) zi (MIN.) FINISHED GRADE I Li (MIN.) J� 85' Wide Single Family Lots 75' SINGLE 3:: LC GRADING GRADE of GRADING GRADE i 0I WO Front: of LO FAMILY LOTS R Garage foundation to R-O-W =25 �' 10' d o 10' 10' House foundation to R-O-W =25 10 5 0.5 TOPSOIL I ; HOLD DOWN o I RE -SPREAD 1 p m Side =5'-Garage 10'-Building ______ __ 10' 0.5' TOPSOIL : ------ � d o, RE -SPREAD - ---- --- ----- ----- I ��.'� 0.5' TOPSOILi Rear-25 AND I - -- RE -SPREAD Min Area: SET BACKS 2.5' HOLD Lot Area =9,000 SF 2.67' HOLD 3.0' HOLD BASEMENT FLOOR DOWN DOWN BASEMENT FLOOR DOWN Lot Lot Width =85' LOOKOUT BASEMENT FLOOR RAMBLER WALKOUT Max Building Coverage=35% (TYPICAL SECTION NOT TO SCALE) (TYPICAL SECTION NOT TO SCALE) (TYPICAL SECTION NOT TO SCALE) 25% in Shoreland Overlay SETBACKS FUTURE 25' 22' 28' 25' 50' w SETBACK 22' 28' R w, SETBACK R w SETBACK R z; 65 Wide Single Family Lots 65' SINGLE z' (MIN.) I z; FINISHED GRADE I �I (MIN.) I Front: FINISHED GRADE I JI (MIN.) GRADING GRADE 3:' FAMILY LOTS *2�.5' GRADING GRADE 3I ol WO I Garage foundation to R-O W =25 �. o� R �, Ln House foundation to R-O-W =25 �, � 0 HOLD DOWN i 10' 0 0 10' 0.5' TOPSOIL I I 10 I Side =5'-Garage 10'-Building AND RE -SPREAD _11 10 0? Rear--25' 10' 0.5' TOPSOIL _ _ __ __ _____SETBACKS RE -SPREAD o RE'SPREADILI M1nArea: Lot Area =9,000 SF 2.00' HOLD Lot Width: 3.0' HOLD DOWN Lot Width=65' DOWN BASEMENT FLOOR BASEMENT FLOOR BASEMENT FLOOR Max Building Coverage=35% LOOKOUT RAMBLER WALKOUT (TYPICAL SECTION NOT TO SCALE) (TYPICAL SECTION NOT TO SCALE) (TYPICAL SECTION NOT TO SCALE) 25% in Shoreland Overlay DETAILS (2) 109244-PR&0R-DTLS.DWG CIVR.ENGINBERS LANDPLANNERS LANDSU WYORS LAND MEARCHTIPI:IS 2422 Enterprise Drive (651) 681-1914 1-9488 Mendota Heights, MN 55120 Fax: ng.c 8 www.pioneerereng.com © 2010 Pioneer Engineering PL CL PL 30' 1 30, 15.5' to Back L 15.5' to Back Wear Course to be 1/2" A,o Above Edge of Gutter N ra + } 3.0X 2.0% 5�O � 1.5 : 1 1' Draintile 4" Topsoil, Seed 1 1/2"-MNDOT 2350 LVWE35030B & Mulch or Sod. Draintile Tack Coat - 2357 Surmountable 2"-MNDOT 2350 LVNW35030B Concrete Curb 12'-Class 5 Aggregate Base, 100% Crushed 24' MNDOT 3149.2E Select Granular Borrow (-See Nate 7) NOTES L Minimum Right-of-Woy Required - 60'. 2. Maximum street grade 7.0%. 3. Minimum street grade 0.75%. 4. 4.0 Topsail P o sail laced in disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test roll of the prepared subgrade shall be performed by the owner in the presence of a city inspector. The city has the authority to require additional subgrade correction based on the teal roll. B. Draintile shall be placed along both sides of roadway. See plate 5232 for details. TYPICAL RESIDENTIAL 411 STREET SECTION REVISE:1-10 ENGINEERING DEPARTMENT N°.. 5200 FILE WAIF G: ENG\SPECS 520E SAMPLE EROSION CONTROL PLAN FOR INDIVIDUAL LOTS MAINTAIN A 1e rm19eFFR LOT 1=�PI�'A'ATaI al M1EIIrAY OXE al, M" NO CCtM® e.Mr soon LOT 2 LOT 3 OFTI N 2 - J 001( SILT FENCE I ertT 11910E TOGEMd AT RMPrnrc UrE oPTal I - aESmR SALT rdi 010l AT PROEAIY IAE 1Eallo TMF• AIa40Y Aylwe• MI /.w Mne a ex JwSte WT Fall • 0 SEAR wlal \ \ - SANER maw loule w aTwn oAm�.w zT r1a¢ s11FET EXTAAx¢ s1WM SEER INIET ER) OR SY1M Ill NM1ECna1 DETAIL 5002A SEDIMENT CONTROL • Perimeter sediment controls are neosewary at downsoping property and street edges. Note that sediment controls need to provide containment by turning perimeter controls upslope-Into property. • Perimeter controls can Include mulch soda, mulch berms and/or silt fence. EROSION CONTROL • Topsol-Site has a minimum of 4-6 inches of topsoil. • depth of 6 inches. - deon cradled Cacti at o Construction enlmnce 1 to 2 • around house directly below - at 2 inches d a ou Max Roof Perimeter Star mulch Sep Y roof line. If house has rain gutters, downpauts need energy dissipation. • Slopes-Steaper thon 4:1 with positive grade to surface waters of the state need fiber blankets and temporary or permanent seeding. • Shales -Need blankets owr final 200'. • Swdes-Need check dams if slope is 4:1 or greater. EROSION CONTROL FOR INDIVIDUAL LOTS (TYP.) REVISE: 2-10 ENGINEERING DEPARTMENT PLATE NO.. 5302B FILE NAME 0:\ENG\SPECS\5W28 P OVERFLOWUWEIER STONE 0 OW WEIR WASHOUT AREA 10 P PLAN O KEEP�UNEATTACHMENT "' CP MS T 2'-3' CLEAN STONE 10 MIL PLASTIC UNING 12- WASHOUT AREA IS Mx OR"EXCAVATED PRM SECTION A -A NOTES: 1) LOCATION OF THE WASHOUT AREA SHALL BE AT THE DISCRETION OF THE CONTRACTOR BUT IT MUST BE SHOWN ON THE PLANS AND SHALL BE AT LEAST THE MINIMUM DISTANCE FROM THE RIGHT OF WAY AS REQUIRED BY LOCAL JURISDICTION. THIS WASHOUT AREA SHALL BE LOCATED IN SUCH A MANNER SO THAT CONCRETE TRUCKS MAY PASS THROUGH THE WASHOUT AREA PRIOR TO THE STABILIZED ROCK CONSTRUCTION EXIT. 2) HARDENED MATERIAL SHALL BE BROKEN UP AND CLEANED OUT AS NEEDED TO MAINTAIN A FUNCTIONING WASHOUT AREA VOLUME OR AS DIRECTED BY THE ENGINEER. 3) THE WASHOUT AREA MUST BE GREATER THAN 50 FEET FROM ANY TREES. 4) THE WASHOUT AREA MUST BE SELF CONTAINED AND WATER TIGHT. IFff�opf CONCRETE f��11� WASHOUT AREA REVISE: 1-10 PLATE NO.: FILE NNAE:G` c SPECS 5304 ENGINEERING DEPARTMENT 5304 PIONEERneering I_6" 1 Distance to FL variable 1/2'r� 10 3'r 1/2•r Top Bituminous Material slope 3 4' at ft ' n \ MnDOT B618 Concrete Curb and Gutter I�6,",,I Distance to variable 1/2"r�l 3"r 1/2„r Top Bituminous Material .: !,: 3 64P per MnDOT 8612 A A Concrete Curb and Gutter M 8" 12" or se Only with Private Driveways Parking Lots, or Medians. 28'R 12'R III Top Bituminous Material 68'R n A \ Sumlountable 17 1/2" 10 l/2' Concrete Curb and Gutter 28" 4• 4" 7 1/8 r Bituminous Surface Bituminous Curb 6" Shce Fartnetl N QIIIOF TYPICAL CURB AND GUTTER REUSE: 3-10 ENGINEERING DEPARTMENT PLATE NO.: 52D3 FILE NAME GQ\ENG\SPECS\5203 EROSION CONTROL PLAN FOR INDIVIDUAL LOTS WITH SWALE DRAINAGE LOT 1 LOT 3 2 \ \ \ DRAINAGE SWALE \jj \jt LEGEND N...•.r„v •F•s• r r r"w.. e...r• OODDFF ET ER HOUSE VG, V r••.•• RT roe Sty elwv law CURB L GUTTER `STREET ENTRANCE STORM SEWER INLET W1MCO OR sMLAR INLET PROTECTION DETAIL 5302A SEDIMENT CONTROL • Perimeter sediment controls are necessary at downsloping property and street edges. Note that sediment controls need to Provide containment by turning perimeter controls upslope-Into property. • Perimeter controls can include mulch socks, mulch berths and/or slt fence. EROSION CONTROL • Topsoil -Site has a minimum P of 4-6 inches of topsoil. • - n crushed rock at a Construction entrance-1 to 2 oleo tlro esdepth of 6 inch. • House Roof Perimeter -Straw mulch at 2 Inches deep around house directly below the roof line. If house has rain gutters, downspouts need energy dissipation. • Slopes -Steeper than 4:1 with positive grade to the waters of the state need fiber blankets and temporary or permanent seeding. • Swales-Need blankets over the final 200'. • Swales-Need check dams if slope is 4:1 or greater. EROSION CONTROL FOR iarrOF INDIVIDUAL LOT WITH CIA= I SWALE DRAINAGE REVISED: 2-10 ENGINEERING DEPARTMENT PLATE NO.. FIE NAMEG:\iQNG\SPECS\5302D 5302D 0 w U a via d w z ulz �U a w zu Oz w Isl oz 0 0: Hm rcir won N< �a z U O' Wp O %f6 W NO _z U W rw oWwo Nw �F Dwo wo Fw =z N a wJ a(J ou U i ai O O ' 0. 0 0 0 R arc 0 O 0 a �d N 0 0 0 < woz �wo aU OU, p<m Nam_ a: Marc I N Omw arc Q J FWV oz of oa w� 0 a� oJ vl- C ialIOF TEMPORARY ����pp��pp�•pp�� �� OUTLET N1�10610d11 (ROCK WEEPER) REVISE: 1-10 ENGINEERING DEPARTMENT PLATE NO.: 5305 FILE NAME:G: NG SPECS 5305 w VARIABLE o! w 0 a 1' HYDRANT VALVE BOX 6' 6" VARIES 5'-B' (SEE PLANS) 1 /4" PER FT. SLOPE TO ROADWAY CURB 4" CLASS 5 BASE 2' 3' 2.5. Min. CONCRETE SEE NOTES i & 3 1. TYPICAL 6" THICK CONCRETE SIDEWALK. 2. USE 8" THICK FOR COMMERICAL DRIVEWAY CROSSING. 3. JOINT SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. WIN CONCRETE SIDEWALK REVSE: 1-10 PLATE NO.: ENGINEERING DEPARTMENT 5214 FILE NAME G: G SPECS 5214 EROSION CONTROL\ FOR MULTIFAMILY LOTSDRAINAGE �ORAINAGE LEGEND o� ' • • PERIMETER All- r�•• r e r • • e-......w. ri-• • r r r•-••r •• r r•-r. Itil now CURB & GUTTER r4 r •..-r•rr rr r r �- r • . • - r- r . r r .. i `STREET ENTRANCE STORM SEWER INLET WIMCO OR SIMILAR INLET PROTECTION DETAIL 5302A SEDIMENT CONTROL • Perimeter sediment controls are necessary at downsloping property and street edges. Note that sediment controls need to provide containment by turning perimeter controls upslope-into property. • Perimeter controls can Include mulch socks, mulch berms and/or silt fence. EROSION CONTROL • To loll -Site has a minimum of 4-6 inches of topsoil. • P P Construction entrance-1 to 2 clean crushed rock at a depth of 6 Inches. • House Roof Perimeter -Straw mulch at 2 inches deep around house directly below roof line. If house has rain gutters, downpouts need energy dissipation. • Slopes -Steeper than 4:1 with positive grade to the waters of the state need fiber blankets and temporary or permanent seeding. • Swales-Need blankets over the final 200'. • Swales-Need check dams if slope is 4:1 or greater. �p��p�OpF� EROSION CONTROL PLAN FOR 1 off OF MULTIFAMILY LOTS WITH SWALE DRAINAGE Sm: 2-10 ENGINEERING DEPARTMENT PLATE Na: 5302E R. MN. uENa1H PAST 5 FR. MIN. LENGTH POST AT a IT. MAX SPACING MlIT001M FABRIC ATP5 ff. MAP nSSSPACING /3ag NIDEIE FABRIC PLASTIC ZP TIES W "M ANalOt1LLA(E ON IN us. rEaltE) / Le. TellI BAf](Fl wcAnn IN TOP a LOdIE IN TOP N. UI � "�L TIRE COMPACTION ZONE b FLOW PLax �F rtaw a..MN. F11YN :a n� E(ACHINE s,CE .-ubvW 6' - 12" OEPTI1 it SILT FENCE, MACHINE SLICED 1 2 SILT FENCE, HEAVY DUTY FABRIC FABRIC ANCHORAGE TRENCH. BACKFILL F WITH TAMPED NATURAL SOIL N o i FLOW 0.,t- I zo n SILT EENCE TO BE PLACED ON CONTOUR. SEE SLOPE/GRADE raw IN. AND LENGTH CRITERIA BELOW SILT FENCE, PREASSEMBLED 1 2 VARY E SLOPE SLOPE GRADE MA% I F�TH LESS THAN 2Z 100 FEET 5 -1- .5 X g770o5 F NOTES 10 - 20 x 25 FEET 9LT FENCE PER NNOOT SPELS, SOURCE200 GREATER THAN 20% 15 FEET SEE SPECS. 2573 e, 3666. LOCATION OF SILT FENCE 10 To Protect Area from suet now FOR SEDIMENT CONTROL 2 Maximum Contribil Area: 1 Acre VARIABLE SLOPE f SILT FENCE6 DESIRABLE OUT NEAR TOE OF 1. SLOPE OUTSIDE OF CONSTRUCTION LIMITS LOCATION OF SILT FENCE FOR PEREMITER CONTROL QIIUF SILT FENCE REvISE°' 1-10 ENGINEERING DEPARTMENT PLATE NO.: FILENAME:C\ENG SPECS 5]0a S3OO BIOROLL WATTLE/ROCK WEIR TO BE REMOVED WHEN STABILIZED. GUARD BOTTOM OF FES 6" OR 12" BIOROLL SECURED INSIDE FES WASHED ROCK WRAPPED INSIDE A MONOFILAMENT TYPE GEOTEXTILE FABRIC INSIDE FES c� FLARED END SEDIMENT TRAP ROCK WEIR/WATTLE ROLL REVISE: 2-10 ENGINEERING DEPARTMENT PUTS N0i 5302E FILE NAME G: \ENG\SPECS\5]a2A �lC PLOPD 1'-2' CLEAN CRUSHED ROCK • 4.5 �_ �`'I�I•I�I�IyI�• • O'. Al Al . - 410 S` 1.• 1 1 1 •'1... P. - Al �7��y�� *y �� ���� r,Al 6"MIN.DEPTH FOR ROCK lid • MINIMIZE RUNOFFFROM FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. ON �p�p�1p� CONSTRUCTION �p�MuM t�I ENTRANCE REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.. 5301 FIE NNIE:G: C SPECS 5301 WOODEN LATH SHALL BE NAILED 2' X 4' HORIZONTAL MEMBERS SECURELY TO THE POST MEMBER CONTINUOUS AROUND TOP AND TO SECURE FILTER FABRIC. BOTTOM. FASTENED TO EACH POST USING 2-161) COMMON NAILS 2" X 4" X 3' LONG MONOFILAMENT GEOTEXTILE WOOD POSTS, 8 REO'D. FABRIC AS PER TABLE 3ABRIC (MACHINE SLATEDA E SUC ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX I" FABRIC FLAP- BURY -R ROCK TO PREVENT UNDERWASHING 2" WASHED ROCK V DEEP X 2' WIDE NOTES, CONTRACTOR HA CONSTRUCT SILT BOX TO FIT SHALL CONS U AR WITH 6' MINIMUM AROUND THE INLET STRUCTURE CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6- BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. WIN SILT BOX SEDIMENT TRAP PgO` 1-10 _77ENGINEERING DEPARTMENT PLATE No.: FILE NAME:O.\BIG\SPECS\5302' 5302G 1• DIAMETER ROCK FILTER NOTE: SILT FENCE PER MNDOT SPECIFICATIONS, SOURCE MACHINE SUCED WOVEN MONOFILAMENT, 36" WIDI FASTENED TO STEEL T-I WITH 3 (SOLE) TENSILE STRENGTH PLASTIC ZIP TIES PER T-POST.(MACHINE SLICED) RUNOFF FILTERED WATER 4' MINIMUM WITH 1 SECTION A -A mow ' I�enOs11M OFF C SIN FILTER BARRIER REVISE: 2-10 ENGINEERING DEPARTMENT PLATE No.: FLE NANEG.\ENG\SPECS\5302 53D2 1. ROCK WEEPER MINI TYPE 9 MULCH (111k" WASHED ROCK) DIRECTION OF SURFACE FLOW TYPE IV GEOTEXTILE FABRIC° ANCHORED IN 6' X 6' TRENCH WITH 6'. 11 GAUGE METAL STAPLES AT 4'INTERVALS - �ner;,x DIRECTION OF 1 SURFACE FLOW .5 / STAPLE DOWNSTREAM SIDE OF FABRIC AT 2' INTERVALS MNDOT TYPE 9 MULCH (i X' WASHED ROCK) STAPLE DOWNSTREAM 6-12" SIDE OF FABRIC AT 2' I. I INTERVALS z4" 12" TYPE IV GEOTEXTILE FABRICS Mill TYPE 9 MULCH ANCHORED IN 6' X 8' TRENCH () y2• WASHED ROCK) WITH 6", 11 GAUGE METAL S AT 4INTERVALS STAPLE 'ZS' TO B" OIAM. WATTLE WITH 36" LONG NOT: POSTS DRIVEN 24" INTO GROUND AT 30 SPACING=(HEIGHT IN FEET X DEGREE ANGLE ALONGSIDE THE WATTLE 100) SLOPE GRADIENT 4' O.C. ALONG ENTIRE WATTLE LENGTH aWq m'OF WEEPER DITCH CHECK It1ml10eL111Y1 DITCH CHECK WITH WATTLE REVISED: 2-lo ENGINEERING DEPARTMENT PUTS NCI.: FILE WMEQVNO\SPECS\5302H 5302H SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN I GADS Ar: � son BXIOA AuaMeF AwL w]am uvn TVA AM 41•Mr••, s, Ni _ s,n, ol.l-sA SVkIY rAn= vA b 6111.-fMAf•aCrY Ya�`wM �uouw la l RIM.(MOW me"FILM) QMa4•S MA, Al OwR10• Mr eYA al • It Ibe MODEL#CG23 -LECTOR PLATE ERFLOW 1 - CENTER OF FILTER A' )VERFlAW 2 - TOP OF CURB BOX 10" FILTER ASSEMBLY 'CURB I i CG-23 HIGH -FLOW HIGH -FLOW FABRIC NOTES 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. Cgkq CATCH BASIN Ws11ud1t1M I SEDIMENT TRAP REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.: 5302A FllE NAME: G: NG SPECS 5307A I. PLAN VIEW r2" TO 3" WASHED ROCK I A A s L DRAINAGE WAY - _ N 3 L = 2W Ii 5• MIN.I II. SECTION A -A NOTE: D=3' MIN, 5' MAX DIRECTION OF W=10' MIN, 25' MAX SURFACE FLOW W(FT.)= 10 X DRAINAGE AREA (AC.) 5'' ' 1 MI D 1p LGEOTEXTILE FABRIC �1% MIN. REVERSE GRADIENT III. TRAP OUTLET NOTES: W 2 TRAP USED FOR 2.5 ACRES DRAINAGE AREA OR LESS. DESIGN VOLUME A IS MvN. MINIMUM OF 1800 CUBIC 1 PER ACRE OF T CON CONAI CONTRIBUTING DRAINAGE W AREA. OFF TEMPORARY SEDIMENT TRAP 1 gaff ITuenusYlEl1 2.5 ACRES OR LESS REVISED.. 2-10 1ENGINEERING DEPARTMENT PLATE "o` 53021 FEE MAME G: G SPE 5302A DETAIL (1) 110211-PRE-GR-DTLS. D W G CIVD.ENGHi EERS LANDPLANNERS LANDSTIRVEYORS LANDSCAPEARCHDECTS 2422 Enterprise Drive (651) 681-1914 Heights, MN 55120 FIX: re 1-9488 Mendota Hei g www.pioneeng.com © 2010 Pioneer Engineering LEGEND ® CATCH BASIN INLET PROTECTION TO BE INSTALLED AFTER 1ST LIFT OF BITUMINOUS. va CATCH BASIN INLET PROTECTION TO BE INSTALLED WITH CATCH BASIN GRATE. ............•• PERIMETER EROSION CONTROL FENCE. INSATLL BEFORE START OF GRADING eeeeeeee1 HEAVY DUTY EROSION CONTROL FENCE. INSATLL BEFORE START OF GRADING 00000000 SECONDARY EROSION CONTROL FENCE. TO BE INSTALLED 48 HOURS AFTER COMPLETION OF GRADING. El SECONDARY EROSION CONTROL FENCE. TO BE INSTALLED AFTER COMPLETION OF SIDEWALK CONSTRUCTION. d d d d d MNDOT CAT 3 EROSION CONTROL BLANKET. d r Y d d INSTALL WITHIN 7 DAYS OF GRADING COMPLETION OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST •' t' '•' MNDOT CAT 4 EROSION CONTROL BLANKET. ' INSTALL WITHIN 7 DAYS OF GRADING COMPLETION OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST ROCK CONSTRUCTION ENTRANCE INSATLL BEFORE START OF GRADING STRAW BIO ROLLS INSTALL WITHIN 7 DAYS OF GRADING COMPLETION OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST /\ ROCK BERM INSTALL WITHIN 7 DAYS OF GRADING COMPLETION OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST ® TEMPORARY SEDIMENTATION BASIN PI$NEERengineering a 910, gig 21 12 cc WA 10 d � 31 14 m �BASIC 1 f — r— �, —� �� g 1 15 --�—n a nor +Tf'I A )jr Zc 110211-PRF,EC.DWG CIVE-ENGIIiPERS LANDPI.ANN S LANDSURVEYOM LANDSCAPEARCHI'!'ECTS 2422 Enterprise Drive (651) 681-1914 1-9488 Mendota Heights, MN 55120 Fax: 6 ng.co 8 www.pioneereng.com © 2010 Pioneer Enginmring S FT. MIN. LENGTH POST 5 FT. MIN. LENGTH POST AT 6 FT. MAX SPACING AT 6 FT. MAX SPACING %QTE%ELE FABRIC PLASTIC DP TIESE PLASTIC M TIES 386 (50 I.B. TENSILE) (SO LB. TENsu E) LOCATED IN TOP B" LOCATED IN TOP B" TIRE COMPACTION ZONE i �«W FLOW w is '01 ow MACHINE SLICE irN B" - 12" DEPT SILT FENCE MACHINE SLICED 1 2 GEQTEXT 5 FT. MIN. LENGTH POST 36 AT 6 FT. MAX. SPACING STAPLES FABRIC WITH T F N z FLON aw f zo _ w Z LJ 6. uow IN. SILT FENCE, PREASSEMBLED 1 2 SILT FENCE, HEAVY DUTY 1 2 FABRIC T I:r_TRaani FABRIC I (RAGE SLOPE GRADE MAX LENC'IY LESS THAN 2% 100 FFE7 2 - S % 75 FEET 10-1020 25 FEET NnTFc, M SILT FENCE PER MNDOT SPECS, SOURCE 2 % GREATER THAN 20% 15 FEET SEE SPECS 2573 h 3686. LOCATION OF SILT FENCE 1Q To Protect Area From Sheet Flow FOR SEDIMENT CONTROL 2 Maximum Contributing Area: 1 Ace SLOPE OLE VARI ADESIRA LF SILT FENCE NEAR TOE OF 1' SLOPE OUTSIDE OF CONSTRUCTION LIMITS LOCATION OF SILT FENCE FOR PEREMITER CONTROL C[fIOF SILT FENCE REVISED: 1-10ENC ENGINEERING DEPARTMENT PLATE N1 5300 FILE NAME: G: SPECS\5300 1"-2" CLEAN CRUSHED ROCK 18" MINIMUM CUT CFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. a noF ROCK �p���� CONSTRUCTION 6�enlleldoll ENTRANCE REVISED: 1-10 NO.: PLATE FILE NAME:G:�ENC SPECS 5301 ENGINEERING DEPARTMENT 5301 PLAN PROFILE --i IIII m > I��II 12" � 0 _ t 2" �' Jm IIIIII _ 3" � DIRECTION II ¢ w OF FLOW w Im R WOODCHIPS, SOD, OR STRAW MULCH =I BERM — COMPOST, EARTHEN (STABILIZED WITH STRAW IIIII MULCH OR WOODCHIPS), OR WOODCHIPS �{ 24" SILT FENCE DIRECTION OF FLOW PLAN SILT FENCE 24" H- w w T PROFILE � 24" BACK OF CURB PERIMETER CONTROL NO SIDEWALK PIONEEReneneering" H- w w V) WOODCHIPS, SOD, OR STRAW MULCH DIRECTION OF FLOW SILT FENCE DIRECTION OFF FLOW PLAN __1 36'1-- PLAN I- w w N SAMPLE EROSION CONTROL PLAN FOR INDIVIDUAL LOTS • PURITAN A 16 FOOT BDiFER LOT 1 - - SIiWiM WkiM aR W;TaiwAr / MW OF WATER AND MSIURBEO w diA.I a 5Oao LOT 2 LOT 3 -1400( SILT OVER-lAP AT PROPERTY LINE BaTT PENCE JTOQl11ER AT (ROPFIRtt LINE 1 MTIOH - CRESCDNT SLT FQECE OVER -LAP SILT FQEfE ��- STREET ENTRANCE STORM g INLET MMco OR SIMILAR 114 T PROTECTION D 411_ sOozA SEDIMENT CONTROL • Perimeter sediment controls are necessary at downsloping property and street edges. Note that sediment controls need to provide containment by turning perimeter controls upslope-into property. • Perimeter controls can include mulch socks, mulch berms and/or slit fence. EROSION CONTROL • Topsoil -Site has a minimum of 4-6 inches of topsoil. Construction entrance-1 to 2 clean crushed rock at a depth of 6 inches. House Roof Perimeter -Straw mulch at 2 inches deeparound house directly below Y roof line. If house has rain gutters, downpouts need energy dissipation. • Slopes -Steeper than 4:1 with positive grade to surface waters of the state need fiber blankets and temporary or permanent seeding. • Swales-Need blankets over final 200'. • Swales-Need check dams if slope is 4:1 or greater. �W�1110[ EROSION CONTROL FOR �OMIIbMI�il INDIVIDUAL LOTS (TYP.) REVISED: 2-10 ENGINEERING DEPARTMENT PLATE NO.:5302B FILE NAME: O:\ENG\SPECS\5302B O Of w a it > m 12" w W �_ 12"N O i m 4-6" wr4 u WOODCHIPS, SOD, OR STRAW MULCH BERM — COMPOST, EARTHEN (STABILIZED WITH STRAW MULCH OR WOODCHIPS), OR WOODCHIPS PROFILE SILT FENCE _J 0 3 W w in ...E 0 24" 1n O On w " 3" La U (n F- Li rn T WOODCHIPS, SOD, OR STRAW MULCH EROSION CONTROL PLAN FOR INDIVIDUAL LOTS WITH SWALE DRAINAGE LOT t \ \ 2 \ LOT 3 yF DRAINAGE SWALE CURB & GUTTER STREET ENTRANCE STORM SEWER INLET WI MCO OR SIMILAR INLET PROTECTION DETAIL 5302A SEDIMENT CONTROL • Perimeter sediment controls are necessary at downsloping property and street edges. Note that sediment controls need to provide containment by turning perimeter controls upslope-into property. + Perimeter controls can include mulch socks, mulch berms and/or silt fence. EROSION CONTROL v Topsoil -Site has a minimum of 4-6 inches of topsoil. P P • Construction entrance-1 to 2" clean crushed rock at a depth of 6 inches. + House Roof Perimeter -Straw mulch at 2 inches deep around house directly below the roof line. If house has rain gutters, downspouts need energy dissipation. + Slopes -Steeper than 4:1 with positive grade to the waters of the state need fiber blankets and temporary or permanent seeding. • Swales-Need blankets over the final 200'. + Swales-Need check dams if slope is 4:1 or greater. 3M���O�yF1 EROSION CONTROL FOR INDIVIDUAL LOT WITH SWALE DRAINAGE REMsm: 2-To ENGINEERING DEPARTMENT PLATE NO 5302D FILE NAME:G:\ENG SPECS 5302D smaw ,� �n BE KCAL SYLL°E LCMOO(NiS _ 4, � 7xr,7Lr A9Ur, 1RA0E77ER n,e Aeus .7 -5• (75 125w„y (10O-73arrm) el. x,•57AA£ rn , na•„/ Now, NOT 70 SL"V.E ,. S,. W MXG 11167 U7106` REp/RfS PC RAM40VT AND SFLLw£ STAATAC OF 71E ,NEVL N AA 7!k]f aT-,asN„{ cErr, aic av 7WAw.A(, O iv RLW STRAW ROLLS .y7 ,� ,y„E sisTIT � m ItlE ERNE M'AA1 aIIXJQM.i U416LD. Nnix some W/DaT 9EON Ta,i ]MIS •elaY MNI vAFT PRaTECTM - RLTFR MO MMBFwAr INFRASAFE - 2'x3' DEBRIS COLLECTION DEVICE As MANEACTJVI0 an, . aIwIGNMID I exTm M AfAIOLN➢ EQIK L ROCK WEEPER MNDOT TYPE 9 MULCH (1$' WASHED ROCK) DIRECTION OF SURFACE FLOW TYPE IV GEOTEXTILE FABRIC ANCHORED IN 6" X 6" TRENCH WITH 6", 11 GAUGE METAL STAPLES AT 4'INTERVALS — II. BIO WEEPER DIRECTION OF SURFACE FLOW / STAPLE DOWNSTREAM SIDE OF FABRIC AT 2' NTERVALS MNDOT TYPE 9 MULCH (1 )J- WASHED ROCK) A � • f.. eIn T• _�.-• a-�. I TYPE IV GEOTEXTILE FABRICS MNDOT TYPE 9 MULCH ANCHORED IN 6" X 6" TRENCH (1 )¢" WASHED ROCK) WITH 6", 11 GAUGE METAL STAPLES AT 4' INTERVALS Z6"TO 8" DIAM. WATTLE WITH 36` LONG NOTE: POSTS DRIVEN 24"INTO GROUND AT 30 SPACING=(HEIGHT IN FEET X DEGREE ANGLE ALONGSIDE THE WATTLE 100) SLOPE GRADIENT p 4' O.C. ALONG ENTIRE WATTLE LENGTH IME WEEPER DITCH CHECKT �Dellllotltlhll DITCH CHECK WITH WATTLE REVISED: 2-10 ENGINEERING DEPARTMENT PLATE NO.: FILE NAME:G: NG SPECS 5302H 5302H FIBER BLANKETS (COMPRISED OF VARIOUS MATERIALS) MUST BE PLACED PER MNDOT SPEC. 2575 & 3885. TOP SLOPE — FLOW TOE SLOPE — ` `.`.`.`.'EX. GROUND PLAN TRENCH, STAPLE, BACKFIU_ COMPACT (TYP. CHECK SLOT, SEE NOTE 5) TOP SLOPE FIBER BLANKETS WITH MIN. 7" OVERLAP 6" SEX. GROUND TOE SLOPE NOTES: SECTION 1) Lay blanket parallel to the direction of the water flow. 2) Adjacent strip edges shall overlap at least 4 inches. 3) Strip ends shall overlap at least 7 inches. 4) All overlaps shall be made with the upgrade strip placed over the downgrade strip and stapled securely per manufacturers recommendation. 5) Bury upgrade end of top blanket strip at least 6 inches in a vertical check slot, staple, backfill and then compact with tractor tire or equivalent. ON SLOPES GREATER THAN 100 FT. LONG -on additional check slot shall be dug across the slope 1/3 of the distance from the bottom. 6) Blanket type/material dependent upon soil type, grade and anticipated flow volume, per City Engineer approval. 7) Additional erosion/sedimentation control devices may be required at the discretion of the City Engineer. FIBER BLANKETS SLOPE STABILIZATION T"e � wmmNr OwTAaI PMfl IFFR WNOT iEaE1LATh11 .TNiF •sia• MAN Min MINYMCDA! - ALM We lei INFRASAFE - 27• DEBRIS COLLECTION DEVICE n •NAEAeiMm er TMAL aaMvEATu Sr91EN6 M A:IwMEI MAL Galvanized J bolt w/ wing nut -IL- �e'!Ilf1 iloiol�O�lyll�T •r r w a �i s w -• ; .s II.1 W�� ��ms�srn r f :f o— 21.804 DIA. � 11.000 � T o g st Io c .225 CK S0 0 0 0 1 4 0 0 0 N gE 0 E D e aC o 0 1 Silt Fabric Sleeve " e 0 0 0 0 0 per MnDOT special 0 C 0 0 1 provision 3886 I e o 0 0 0 1 L25.306DIA. 25.681.681 DIA. 26.806 DIA. L TAB O.D. 27" INFRASAFE SEDIMENT CONTROL BARRIER—DG (FOR USE WITH DITCH GRATE INLET CASTINGS) STANDARD DETAIL 110211-PRE-EC.DWG 1 CEVB.ENGDIEERS LANDPLANNERS LANDSERVEYORS T.ANDSCAPEARCEDIECIS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 g www.pioneereng.com © 2010 Pioneer Engineering NORTH BAY RIM: 892.44 INV:880.24 IL a �( ,1 :A 8"1 ® 2.54% 41 1 1 RIM: 893.32- 6 INV: 882.42 INV: 882.32 39 H RAN �y " PVC 37 i 38 \ 28 29 i MH-25 RIM: 916.05 INV- 905.06 g" HYDRANT � :.' % 8" r 27 P" J N HYDRANT I,. !, � 1\ \ \ \ t \ 1 .•i \ 1 \ i \ � \ \ \ fl ` \ •• 1 1 `i \ \ 1; i` O \ 1� PIONEERneering 12 ® 2.81 % 11 rMH_28 RIM:895.90 INV. 885.00 /INV:884.90 C - INV: 887.65 10 MH-21 9 RIM: 898.71 INV: 887.71 1R' [MM89 RI:5.95 7 INV. 885.05 INV: 884.95 MH_19 C;b00 WM - �� ®' 36 / OUTLOTT D HYDRANT 30 31 ---- MH-24 32 33 I I 34 RIM:915.03 MH-23 I I 35 INV:904.03 RIM:912.18 MH-22 INV:904.13 INV:901.28 RIM:907.93 INV: 901.18 INV. 897.03 INV: 896.93 0 2p� �'"w Est" 0 3. RIM:893.64 \ INV:882.76 6 INV: 882.66 d+ MH_18 \\ RIM:896.56 ` ®O INV:882.20 ROy INV:882.105 WETLAND MH-17 ` ® RIM:898.31 ® I O INV:887.31 \ INV.-881.53 4 1 1 1 77% INV.881.63OD I \ 1 \ ® :897. 5 3 INVI \\ RANT o INV:880.9� 3VC C9 WMJ L8" ® 4.42% INV:880.85 _ , `\ 26 25 24 21 20 -- 23 22 / 2 O 12 13 14 15 16 17 18 19 0 O »-8 12" PVC CPO0 WM 8" ® 0.40% 8" ® 0.40% " MH-12 RIM.. 895.86'1 « RIM: 904.08 INV. 879.49 INV- 878 91 i INV: i 5 INV:879. 878 81 O" 1 YDR NT I ,� HYDRA T 1 g 1 2" PVC 900 WM 111 Rl�d 90 .45 RIM: 91M 0 27 MH_13 RIM: 907.18 INV:893.96 8" ®0.40% 'i Ii 1 1 MH_7� ( RIM:894.38 11 INV.896.38 INV-895.20 INV: 879.79 2 f i INV: 883.48 1 INV:9 95.10 INV:879.89 4 3 �� INV:883.38 4 10 8 7 6 HYDRA i/= 3 I ------------------` i i 8"� ® 1.60% .- PVC C900 111 OUTLOT C '�� '-� -����,,�;--------- /� 2 II i ; RIM:897.76 \ 1 1 886.76 \ 1 (INV: INV:886.6 8" 03.19% NOTE: SEE SHEET 13 FOR STORM SEWER DESIGN. "S RILEY BOULEVARD I Pi i i J/ l� OUTLOT A RIM: 890 49 \ INV: 867.67 \t \ MH_9 ' RIM: 886.74 I INV.-877.74 1 CUTLOT B INV: 877.84 I i RIM: 9006. 9� INV:874.19 INV 874 09 HYDRANT 1 O 1 INV-.888.31 u MH-6 RIM: 891.38 INV: 880.48 INV: 876.58 INV: 876.68 Ir-8" ® 0.40% 0 MH-5 O' INV:876.10 INV. 876.00 � 04.41 MH 4J RIM: 899.18 INV:875.52 RIM:906.54 INV: 875. 42 INV. 89 5. 54 INV.888.k 4 5( 6 I 7 8 10 W all Ip I ryry\� i !W Y SPRINGRELD 0 50 100 200 GRAPHIC SCALE IN FEET 110211-PRE-SAN.DWG CnM. GA'EERS LANDPLANNERS LANDSMVEYOM LANDSCAPER CELLTECTS 1914 2422 Enterprise Drive (Fax: 681-9488 Mendota Heights, MN 55120 Fax:reng.c m g www.pioneereng.com © 2010 Pioneer Engineering PIONEER1eeri1g CBMH-402 <__�PO, EX. 15' 0 1.81% \\ I AKF RII FV \ DNR 10-2P OHW 885.3 / .` WETLAND MANAGEMENT CLASS RIM: 892.61 �� IMPROVE INV 887.38 s I EXCB 122 ► ` e RIM: 891.68 - 15" 0 0.64% ` RIM:892.37 1 CBMH-401 INV:888.68 41 I I RIM:892.60 1 "0 0.50 INV: 887.24 11 1 { \� CBMH-403 \ \ 15" 0 0.50% 10RIM: 891.91 INV: 887.95 40 \ ro CBMH-404 \ 12' 0 2.50 RIM:897.59 RIM:892.39 ��� INV:883.94 8¢_ INV:888.65 39 � �. tO' l %` % \ 12" 0 0.50% 7 ` -r CBMH-207 RIM: 894.50 �, RIM: 893.31 INV:890.84 38 \ \ 7 CS-3 INV:882.43 \ RIM: 888.00 ��, A° \\ \ INV: 884.33 6 / \, \ \ \ �O / �\ RIM:86581 36 OUTLOT D 18" 0 0.50% INV. 862:14 28 29 INV.888.0_ - MH-206 �\ RIM: 896.28 FES-200 30 24" 0 0.50' 11 RIM:89 `\ INV:881.78 5 \\ INV:861.93 1�11AdQ WATE QUALI 31 INV.889.1 -� DNR 10-213W - 41 I \ ASIN 3 0 32 RIM:892.20 1 35 18" 0 0.50% ® \� \ MANAGE "2" G INV:888.08 34 \ 24" 0 0.50% 20 BUFFER / 1 CBMH-303 Z I RIM: MH-205 i 30 S.B. TO BUFFER CBMH-302 !`M I \ MH-202 RIM: 903.23 1 INV. 894.86 RIM: 898.01 ' INV:893.19 e} I \` INV:881.17 I RIM-883.27 OUTLOT A 33 4 I \\ INV:866.06 \` 30" 0 0.50% t 18" 0 � 0.50% I � FES_201 CBMH-204 INV- 865.75 - 12" 03.3 12" 0 0.50% RIM:896.79 FES-220 t CB-305 CB-304 INV:880.68 3 I �� INV:865.00 ' z �RIM:904.70 RIM:899.17 1 CB-212 CBMH-211 INV:901.03 INV:895.00 20 18" 0 0.50% - 1 \` 30" 0 0.50% RIM:900.75 26 RIM:900.60 12" 0 2.00% - - - MH-221 I; INV:897.08 INV.896.41 21 ° ,�0 T2g^/, -- WATER QUAL RIM:876.28 25 �` BASIN 200 INV:865.16 N 27 24 O 23 22 INV- 892.62 ° 1� MH-_203 2 - - " RIM:897.01 21 f013.83% INV: 880.03 RIM: 895. MH 222 I 4 2" ® gin%- - I2" _ \\ / INV: 887.69 CBMH-229 12" 0 6.81 % RIM: 889.03OUTLOT B � RIM: 886.36�- - \ 12 13 16 18 CBMH-224 1 INV: 17877.54 \yINV:881.79 15 \ J 14 CBMH-210 CBMH-209 19 \\ RIM:898.52 » ® 12" 0 0.50% IF INV:890.74 > 18" 0 2.00% \\\ RIM:897.13 RV:893.34 12" 0 2.00% \\ > �-�, MH-230 • INV:894.13 INV:893.34 �� `i CBMH-104 CBMH-226 \ // 21" 0 1.00% RIM:887.67 ' RIM:906.90 CB-106 RIM:908.39 INV:883.67 RIM: 908.43 ° �B =2�$ INV. 902.66 INV. 904%.26 IN V: 903.73 RIM: 886.36 12" 0 1.00% 18" 0 0.82% 12 01.00% INV:882.69f�) MH-103 > > CB-228 / t i 5 \\ CBMH-231 12 0 \00% w RIM: 908.93 0. - " RIM: 898.93 1 i RIM: 890.90 1 \ •; INV:902.50 0 ° INV: _ � f , INV:885.03 b 1» , 1 �12 0 1.00% � 1 � f 15" 0 0.50% / CBMH-105 C8 227 RIM:906.48 1 CBMH-236 RIM:908.43 RIM:908.72 INV:901.81 f RIM:892.22 \ CBMH-232 , INV: 903.97 INV. 904.04 INV: 887.32 RIM: 892.99 12" 0 1.00% 3 2 J� i/ 12" 0 00% INV:885.90 / L9 4 ' i 4 \� / iG 10 8 7 6 5 �' f CB-237 \\ 15 0 0.50% RIM: 892.18 r: 18" 0 0.50% INV: 887.61 ,� " - ATER QUALITY----------------- - �' �'�64 { RIM:9M 08 06 BASIN 100; '"�--------------- 3 F INV:890.35 RIM: 892.99 I , " 0 0.507.OUTLOT C -- ------- / 2 -1 2 4/INV:886.05 1 INV:890.00 \ I { 12 ' _ �� RIM: 891.57 -----'' INV: 887.90 CBMH-234 12' D ° - - -- CS-1 ; ! RIM: 891.78 1 301 _ - - - - - - 8 FES-100 INV:887.09 4 5 6 7 RIM:890.00 INV:884.59 INV. 884.91 WATER QUALITY WATER QUALITY WATER QUALITY \ ; I BASIN 100 BASIN 200 BASIN 300 j \ i I NWL=890.00 NWL=866.00 NWL=888.00 n ism RILEY BOULEVARD SPRINGFIELD H WL=891.98 H WL=869.27 H WL=890.45 BOTTOM=882.00 BOTTOM=856.00 BOTTOM=880.00 NOTE: WET VOL.=0.425ACFT WET VOL.=1.828ACFT WET VOL.=0.665ACFT SEE SHEET 12 FOR SANITARY 0 50 100 200 STORAGE VOL.=0.371ACFT STORAGE VOL.=1.917ACFT STORAGE VOL.=0.694ACFT SEWER AND WATERMAIN DESIGN. AREA OF DRAINAGE=3.008AC AREA OF DRAINAGE=18.658AC AREA OF DRAINAGE=4.904AC AREA NWL=0.161AC AREA NWL=0.494AC AREA NWL=0.249AC GRAPHIC SCALE IN FEET 110211-PRE-STM.DWG CfVE.ENGWEERS LANDPLANNERS LANDSIMWYORS LANDSCAPE ARCHITECTS 914 2422 Enterprise Drive (Fax: 681-9488 Mendota Heights, MN 55120 Fan: reng.c 88 B www.pioneereng.com © 2010 Pioneer Engineering to to to -to i a Lail // _.Sge� PMNEERneering C ENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCFETECTS 2422 Enterprise Drive (651) 681-88 94 Mendota Heights, MN 55120 Fax: g www.pioneereng.c 88 eng.com Gross project area: 50.8 acres Wetland Area: 10.3 acres Dedicated Park area: 4.8 acres Net area: 35.7 acres Gross Canopy Area: 12.4 acres Canopy within Park/wetland area: 5.4 acres Net Canopy Area: 7 acres Baseline Canopy Coverage: 19.6% Canopy to be removed: 3.6 acres x 1.2=4.3 acres Net Canopy Area after grading: 2.7 acres Base Line Canopy Coverage after grading: 7.6% TREE CANOPY TREE CANOPY WITHIN DEDICATED PARK OR WETLAND AREA MTREE CANOPY TO BE REMOVED Minimum Canopy Coverage Requirement: 25% of net project area of 35.7 = 8.9 acres Remaining existing Canopy of 2.7 acres Required additional Canopy Coverage: 6.2 acres Each additional tree = 1,089 sf Additional trees required to meet Canopy Coverage Requirement: 248 See Landscape plan for proposed tree locations and plant schedule 0 50 100 200 GRAPHIC SCALE IN FEET 110211 TR02 © 2010 Pioneer Engineering 74 \ i 741 , Do = 3 498 \, 73 z Y 93 77592 t \V 491� \ �.E ON G T N \` �9G2- 908 7J3q� 396� \ \ 884 88, 686, i _co 7382 �'Ir� � � TREE PROTECTION FENCE DETAIL NOT TO SCALE HEAVY DUTY SILT FENCE USED MNDOT 3886 AS TREE PROTECTION FENCE 1' x 2' rood a .feel face poet, 4 mox. apwing wire mean wnroraement. sm. fi fence,n'gen max. m h epoe nq . ntl m tx�/2 gouge wre. G textlle fabric Mimfi ITT Pnter Fabric or equal J Amoco rob. aM fiber Pm"x 12127: +� orange ar approved pool. i Ownap fobnc 6' orM faetsn at 2 inbrvale ' fay .bn. n Ma trench E F.b anchorvga tench Ba tenon rin a.c"' P' natural bit of rvnoff Dtecr�on e N _ W a Extend rire mesh - into trench Is Support poet antlwmga MIN. Nate: Attach fobnc to .rid ... ire mean port poet. n—Y[u .0or cement moRar with ring. or v. U.. as ...urea TREE PRESERVATION NOTES BEFORE LAND CLEARING BEGINS, CONTRACTOR SHOULD MEET WITH THE CONSULTANT ON SITE TO REVIEW ALL WORK PROCEDURES, ACCESS ROUTES, STORAGE AREAS, AND TREE PROTECTION MEASURES. NO FILL SHOULD BE PLACED AGAINST THE TRUNK, ON THE ROOT CROWN, OR f Z �\ / . = 13 �a WITHIN THE DRIP LINE AREA OF ANY TREES THAT ARE TO BE SAVED. �5 J.NO GRADING, TRENCHING OR PLACEMENT OF EQUIPMENT IS ALLOWED IN THE TREE q1` PROTECTION AREA. �g� WORK PERFORMED WITHIN THE TREE PROTECTION AREA SHOULD BE DONE BY HAND 7 ' t x x7(70,$5 AND UNDER THE SUPERVISION OF THE CONSULTING ARBORIST. 1f \ 73g _ \ }! \ 878 x 7 _ 7077`7 9 705 PRUNING OF OAK TREES MUST NOT TAKE PLACE FROM APRIL 15 TO JULY 15 TO PREVENT THE SPREAD OF OAK WILT DISEASE. _ 76 _73 41 IF WOUNDING OF OAK TREES OCCUR ANYTIME BETWEEN APRIL TO AUGUST, A f 73<7-8. \ \' 3 \ \ 874 & 876 '' 7 1 NON -TOXIC WOUND DRESSING MUST BE APPLIED IMMEDIATELY, (EXCAVATORS MUST l \ 8761= O HAVE A NON -TOXIC TREE WOUND DRESSING WITH THEM ON DEVELOPMENT SITES). 87 — 70 0 C qp 70 i 73�b 7072 01 045 I = '7375 7 �1 A1� 0 � L4 f CID = 7367 �— 00 7365 I = 7� 14 '4-= I. 73 581 ) / 355 I - s 73 I i = 73 \ I �/7 2 i " ;`I 73 Ff34 I \ I 7_ I 73 L .�7 m z 703jLL�-70 7023 7 70 x7026 2 ,870 70 '• 70 1� I J. \ WE TL `A,�l D TREE PROTECTION DETAIL �\ 7052 7 413 NOT M SCALE 4 71 0 7064 7©530 042 4 TREES TO BE SAVED SHALL 'h\ ROSION CONTROL FENCE/ BRIHTORANGE WITH POLYETHYLENE NETTING OR HEAVYETY DUTY EE P R 0 TE C T O N FENCE SILT FENCE AND STEEL _ 1�315 = 7057 ORaKES AT THE AS DIRECTED DRIP THE —' 7314- J OWNER'S CONSULTANT. 1 x 7095 - 7 7 -70587 x 7054 PROTECTION FENCE WALL 7 1 — 7�'7J 05 . 1 HELP INSURE AGAINST DAMAGE BY VEHICLES,. 303 ./ COMPACTION OF SOILS 7308 AND/OR THE CHEMICAL ALTERATION OF SOILS DUE i 20 0 7302 73 03 7306 TO CONCRETE WASHOUT, ZZZZZ/y PAINTS AND LEAKAGE OR \ \ = OF 2 % 1 —� =�VQ (71 MAITERIALS. LLAGE ANY TOXIC 0 = 17 i �` 299 x 298 7116 x 7119 t ' 8 -7297 Web Z118 7296 O,HsA, ''',11 71x2211 \0 x \ 4 28 � �" ��� i �\ TREES IN FUTURE PARK / OF TRUNK DIAMETER 7276 8 '�- = 7 AND WETLAND AREA ' \ \�` 7268 SEE SHEET T4 FOR TREE INVENTORY LIST 1212 \�°-�--�--��= •_ �� • • 124e 7 T ED BUT NOT INVENTORIz x 872 —--' 12 30 \ 12 7 1 71 \ — U _ 1 \� ( \ \ ��' 3� \ • 7169 \. ` ——saaa22� A&245 \ gab % 133716/ 7222 7273 �, `I \' ,^ 4 TREES IN P SANITARY PIPE TO BE REMOVED \\ C \ / \ \ /<4 a� \\8g ,8g2 �92`` $ 172t, 60 2 7 _ ARK / 9/A��'�\ \� — = 226 1 _� 724 x, 71= / 8 4 5 // 72 9 7 72f2 I � � \ � 723 e 1 715E s IL t e Y -- _ 164/ / 1 \i �.... -. - J = --- _/ ii I �— —,� - -�� - e LL Ill 0 25 50 100 �— d 9G8 _ = — _ _ - - 8. a e� e - e e e �e e- 00 e t e CID .l c PI*NEERng GRAPHIC SCALE IN FEET neert 110211 TR02 CLVE.EN'G1NEEM L.ANDPI.ANNERS LANDSIIRVEYORS LANDSCAPEARLRnfECTis I hereby certify that this plan was prepared by Revisions Date 10-15-10 LAKEVIEW (651)681-1914 NameLENNAR 2422 Enterprise Dove me or larder my direct supervision and that I T2 OF 4 Fax: 681-9488 am dui Licensed Professional Engineer Jennifer L. Thompson Designed jlt TREE PRESERVATION PLAN 935 WAYZATA BOULEVARD EAST Mendota Heights, MN 55120 www.pioneereng.com under r the laws of the State of Minnesota Reg. No. 44763 Dare Drawn j1t WAYZATA, MINNESOTA 55391 CHANHASSEN, MINNESOTA INSTALL TREE OR SILT FENCE PRIOR TO OR AT SAME TIME AS LAND CLEARING. PROTECTION FENCE SHOULD REMAIN IN PLACE UNTIL ALL CONSTRUCTION IS COMPLETE. IF PROTECTION FENCE IS DAMAGED OR REMOVED, NEW FENCING MUST BE PLACED BACK IN ORIGINAL POSITION UNTIL CONSTRUCTION IS COMPLETE. 91-0. © 2010 Pioneer Engineering gob 4z ��912QI 16 913 l °ea.=�g7i �26� _ 9 46 D a to ` 7�� OOf % / 6 9 to 896' to 1 \ �- - - -- / r 91 L - j }' ` ,-o_� _fo- � � �ag�fo f v / gg2--= ���� ;-.-"...ate � j � a � f • 9 , t - _ __ `\ ``�_ a ''..tea ` % // / / /// w89fi=_ _ ��x 6 i 1 _ - ���j \ I N - _ 3 Acy�,i � - - -- --- -a-'`• _�4 �7 1 r ' �� �`-/� ..t / � �� o' 8 4 � -l" - • / - � i �co ( � 3 CO- /� � .� � � f `�� � I \i\ 1 � 1 � 3 "' plF 1 g16 �•" � � - 0 "P �' j, � jj � f #1� • � � \ f908- 94 1 t �4 \7421 \ s 742(I, _ \ 77ii • 1 1 �2 E —89s 1 i ;0 1 I \ ixco CO // ro co al w fN r j f r � � c i I� 00 � �p `ter\ �0\ 6. PIONEERengineering CIVa.ENGDMERS rANDPr.ANNERS L. DSU VEYORS LANDSCA EARCHn'ECTS (651) 681-1914 1 hereby certify that this plan was prepared by D 2422 Enterprise Drive Fax: 681-9488 me or under my direct supervision and that 1 Mendota Heights, MN 55120 Www.pioneereng.com am a duly Licensed Professional Engineer under the laws of the State of Minnesota P 1 L s o70 4 0 25 50 100 0 I I Cr \ GRAPHIC SCALE IN FEET I I N � � '/ �� � � , , e ! p x-� J( 73 6 f714 \ 86 1 jIf / t EROSION CONTROL FENCE/ TREE PROTECTION FENCE I-` 6 1 1 ��i=`c„_- WETLAND a`Z L,.J — Z > rift - I n 7023 --� m - SEE SHEET T2 FOR TEE PROTECTION DETAILS SEE SHEET T4 FOR TREE INVENTORY LIST 110211 TR02 0 2010 Pioneer Engineering Tag No. Ttee'lype Tree Size Comments Tag No. Tree Type Tree Size Conmrnts Tag No. Tree Type Tire Size Co11mients 6736 Black Cherry 12 7061 Boxelder 14 — 7335 Green Ash 12,10 6737 Boxelder 10,10 7062 Boxelder 12 7336 Green Ash 10 6738 Boxelder 12 7053 Boxelder 16 7337 Green Ash 12 6739 Boxelder 11,10 7064 Boxelder 12,18 7338 Boxelder 10,10 6740 Elm 10 7065 Boxelder 14 7339 Boxelder 14 6741 Boxelder 13,10 7066 Boxelder 16 7340 Black Cherry 12 Dead 6742 Boxelder 11 7067 Boxelder 12 7341 Boxelder 11 6745 Green Ash 16,16,14,14 7068 Boxelder 12 7342 Red Cedar 4 12' 6746 Green Ash 16,14,14 7069 Boxelder 14 7343 Red Cedar 6 20` 6750 Green Ash 16,16,6,10 7070 Boxelder 10 7344 Red Cedar 6 20' 6751 Green Ash 11 7071 Boxelder 10 7345 i Red Cedar 3 12' 6753 Green Ash 10 7072 Boxelder 13 7346 Red Cedar 4 12' 6755 Green Ash 12 7073 Boxelder 18 7347 Red Cedar 3 10, 6757 Green Ash 12 7074 Boxelder 15 7348 Red Cedar 3 10, 6758 Elm 12 7075 Boxelder 10,10 7349 _ Boxelder 20,20 6759 Red Cedar 8 25' 7076 Boxelder 16 7350 _ Boxelder 17 6760 Red Cedar 6 is, 7077 Boxelder 14 7351 Green Ash 10 6770 Green Ash 11,10 7078 Boxelder 15 F 7352 Cottonwood 10 6771 Boxelder 10 7079 Boxelder 12 7353 Green Ash 12 7001 Boxelder 12 7080 Boxelder 12 7354 Green Ash 16 7002 Boxelder 12 7081 Boxelder 10 _ 7355 Green Ash --- 15 7003 Boxelder 10 7082 Boxelder 18 7356 Boxelder 10 7004 Boxelder 12 70M Boxelder 12 7357 Green Ash 13 7005 Boxelder 15 7085 Boxelder 16 7358 Boxelder 10 7006 Boxelder 11 7086 Boxelder 15 7359 Boxelder 12 7007 Boxelder 10 7087 Boxelder 10 7360 Green Ash 9 7008 Boxelder 11,10 7090 Boxelder 12 7361 Green Ash 12 7009 Black Cherry 12,12 7091 Boxelder 12 7362 _ Boxelder 10 7010 Red Cedar 9 7092 Boxelder 14 7363 Green Ash 12 7011 Boxelder 18 7092 Boxelder 12 7364 Green Ash 15 7012 Boxelder 10 7095 Boxelder 12 7365 Boxelder 14 7013 Black Cherry 13,10 7096 Boxelder 14 7366 Boxelder 16 7014 Green Ash 10 7097 Boxelder 12 7367 Green Ash 18,18,16,14 7015 Boxelder 10 7098 Boxelder 12 Lean 7368 Boxelder 14 7016 Boxelder 12 7099 Boxelder 14 7369 Boxelder 12 7017 Boxelder 12 7100 Boxelder 10 7370 Elm 13 7018 Boxelder 16,18,12,12 7101 Boxelder 12 Lean 7371 Elm 10 7019 Boxelder 20,18 7175 Boxelder 16 7372 Green Ash 28,24,20 7025 Elm 11 7176 Black Cherry 12 7373 Basswood 12 7026 Green Ash 12,12 7177 Boxelder 14 7374 Green Ash 10 7027 Green Ash 14,12 7201 Boxelder 12 7375 Basswood 16,14,141,14,12,12,10 7028 Elm 11 7202 Boxelder 12 7376 Green Ash 24 7029 Boxelder 13 7203 Boxelder 14 SevereLean_ 7377 Elm 10 7030 Elm it 7207 Boxelder 8 Non -Significant 7378 Green Ash 22 7031 Cottonwood 36,30 7209 Boxelder 12 7379 Green Ash 12 7032 Cottonwood 15 7210 Boxelder 18 7390 Red Cedar 3 10' 7033 Cottonwood 18,16 7301 Boxelder 14 7380 Green Ash 10 7034 Elm 15 7303 Boxelder 12 Lean 7381 Green Ash 11 7035 Boxelder 36,28,20 7305 Boxelder 12,12,14 7382 Basswood 11 7036 Boxelder is 7_07 Boxelder 10 Severe Lean 7383 _ Bur Oak 13 7037 Boxelder 15 7309 Boxelder 12 Lean 7394 Basswood 18,16,14,14,12 7038 Boxelder 14,12,10 7310 Boxelder 12 Severe Lean 7385 Elm 11 7039 Boxelder 10 7312 Boxelder 12,14 7386 Basswood 30,26,20,18 7040 Boxelder 14 7313 Boxelder 12 7387 Boxelder 12 7041 Boxelder 12 7314 Boxelder 11 7388 Boxelder 13 7042 Boxelder 16 7315 Boxelder 11 7389 Boxelder 11 Lean 7043 Boxelder 15 7316 Boxelder 10 7390 Boxelder 12 Lean 7044 Elm 15,18 7317 Boxelder 10 Severe Lean 7391 Basswood 24 7045 Boxelder 13 7318 Boxelder 12 7392 Roxelder 12 7046 Boxelder 15 7319 Boxelder 10 7393 Box 14 7047 Boxelder 15 7320 Boxelder 10 7394 Red Cedar 3 10, 7048 Boxelder 18 7321 Green Ash 10 7395 Green Ash 12 Lean 7049 Boxelder 12,17,12 7322 Boxelder 12 _ 7396 Green Ash 11 Lean 7050 Boxelder 12,16,12 7323 Black Cherry 15 7397 Elm 11 7051 Boxelder 10,12 7324 Elm 10 7398 Basswood 13,12 7052 Boxelder 12 7326 Elm 8 Non -Significant 7399 Basswood 20,18 7053 Boxelder is 7327 Elm 10 7400 Basswood 12,10 7054 Boxelder 20,25,20,22 7328 Elm 11 7401 Red Oak 16 7055 Elm 13 7329 Red Oak 10 7402 Red Oak 14 7056 Boxelder 12 7330 Boxelder 12,12 7403 Basswood 14 7057 Boxelder 14 7331 Red Oak 10 7404 Red Oak 22 Dead 7058 Boxelder 13 7332 Elm 11 7405 Bittemut Hickory 12 7059 Boxelder 15,12 7333 Green Ash 10 7406 Red Oak 13 7060 Boxelder 15 7334 Boxelder 12 7407 Basswood 13,12 PI$NEERengineering Tag No. Tree Type Tree Size Conm hits 7408 Green Ash 11 7409 Hackberry 12 7410 Red Oak 12 7411 Red Cedar 3 7412 Boxelder 11 7413 Boxelder 13 _ 7414 Boxelder 13 7415 Boxelder 12 7416 Boxelder 14 7417 Elm 12 7418 Boxelder 11 7419 Boxelder 12 7420 Boxelder 20 7421 Boxelder 16 7422 Boxelder 10 7423 Boxelder 13,12 110211 TR02 CIVILENGN'P.ERS LANDPLANNERS L SURVEYORS LA SCAPEARCHITECTS 2422 Enterprise Drive (651) 681-1914 Heights, MN 55120 Fax: reng.c 88 Mendota Hei g www.pioneeeng.com © 2010 Pioneer Engineering I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota Name Jennifer L. Thompson Reg. No. 44763 Date Revisions Date Drawn 10-15-10 TREE PRESERVATION PLAN LENNAR 935 WAYZATA BOULEVARD EAST WAYZATA, MINNESOTA 55391 LAKEVIEW CHANHASSEN,MINNESOTA T4 OF 4 RO— C) r aT _ i_ — / i' 1 /r in go 900— 9 I \\ Av 868 s / -p CY ,� , �' �� / •. ; `�-•` j P �P KEY OOMMON NAME SCIENTIFIC NAME ROOT QUANTITY SPECIAL INSTRUCTIONS OVERSTORY TREES HB HACKBERRY/CELTIS OCCIDENTALIS 2.5" B&B 14 HL THORNLESS HONEYLOCUST GLEDITSIA TRIACANTHOS INERMIS 2.5" BBB 16 NM NORTHWOODS MAPLE ACER RUBRUM 'NORTHWOODS' 2.5" B&B 9 RB RIVER BIRCH/BETULA NIGRA 'HERITAGE' (CLUMP) 10' B&B 29 RO RED OAK/QUERCUS RUBRA 2.5" B&B 17 SL SENTRY LINDEN TILIA AMERICANA 'SENTRY 2.5" BIB 16 SM SIENNA GLEN MAPLE/ACER FREEMANII X 'SIENNA GLEN' 2.5" BBB 15 EVERGREEN TREES BS BLACK HILLS SPRUCE/PICEA GLAUCA DENSATA 7' B&B 66 7' AVERAGE HEIGHT, 6' MINIMUM ORNAMENTAL TREES JTL JAPANESE TREE LILAC SYRINGA RETICULATA SINGLE -STEM 2.5" B&B 20 PFC PRAIRIFIRE CRAB MALUS 'PRAIRIFIRE' 2.5" B&B 17 SDC SNOWDRIFT CRAB MALUS 'SNOWDRIFT' 2.5" B&B 13 STC SUGAR TYME CRAB MALUS 'SUGAR TYME' 2.5" B&B 16 TREES ON PRIVATE LOTS TO BE PLANTED AFTER HOMES ARE BUILT. CITY PARK TO BE DESIGNED AND CONSTRUCTED BY OTHERS CONIFERS TO BE A MINIMUM OF 6' IN HEIGHT WITH AN AVERAGE OF 7'. FRONT YARD DECIDUOUS TREES MUST BE A MINIMUM OF 2.5 . ALL OTHER DECIDUOUS TREES TO BE MINIMUM 1.5" WITH AN AVERAGE OF 2.5" - ---� /'-� TOTAL NUMBER OF PROPOSED TREES: 248 NM \` `� % ' ,� OC REQUIRED NUMBER OF TREES: 248 (SEE TREE PRESERVATION PLAN FOR CALCULATIONS.) ` E \ 874 f r DECIDUOUS TREE PLANTING DETAIL CONIFEROUS TREE PLANTING DETAIL V D♦ 7 / WATER TO SETTLE PLANTS AND 'y 6T�/ '' TRIM OUT DEAD WOOD AND D c WATER TO SETTLE PLANTS AND WEAK OUT DEFORMED RMED FILL VOIDS. TWEAK WIGS. AND/OR NOO DEFORMED D p O FILL VOIDS. TVAGS, DO NOT CUT A j LEADER. DO NOT PAINT WATER WTHIN TWO HOURS OF y WATER WITHIN TWO HOURS OF CUTS. INSTALLATION. WATERING MUST \ `7 _ f LEADER. D9�14L PAINT f�� BE SUFFICIENT TO THOROUGHLY / WETLAND CUTS. o D INSTALLATION. WATERING MUST C 11 f.\f\ .o BE SUFFICIENT TO THOROUGHLY ( I SATURATE ROOT BALL ANOSATURATE � SET PLANT ON D •po UNDISNPLANT RB D NATIVE SOIL PLANTING HOLE. BALL AND UNDISTURBED \ OR THOROUGHLY NATIVE SOIL o PLANTING HOLE. COMPACTED BACI(FILL PLACE MULCH WITHIN 48 HOURS ,• , � !, D o R THOROUGHLY J 07 j \0 o ' PLACE MULCH WITHIN 48 HOURS Z �f !f rj3 p SOIL. INSTALL PLANT SO OF THE SECOND WATERING f // / COMPACTED BACKFlLL J' 'd ! \ \(j ~ �1 SOIL INSTALL PLANT SO D • Cp OF THE SECOND WATERING THE ROOT FLARE IS AT l / \ ` UNLESS SOIL MOISTURE IS THE ROOT FLARE IS AT p a UNLESS SOIL MOISTURE IS OR UP TO 2' ABOVE THE `�" ✓1 a EXCESSIVE. •o o o EXCESSIVE. s y \/l pR UP TO 2' ABOVE THE •� o c • co FINISHED GRADE. / s FINISHED GRADE. o SHREDDED WOOD MULCH MIN. 4' D o PLACE PLANT IN PLANTING L D o � SHREDDED WOOD MULCH MIN. 4' ~ DEEP (DO NOT PLACE MULCH _ / I F PLACE PLANT IN PLANTING D DEEP (DO NOT PLACE MULCH HOLE WTH BURLAP AND , AGAINST TRUNK R TREE �QJHOLE WITH BURLAP AND AGAINST TRUNK OF TREEBASKET, �✓ �` � )� t % .9 Q' — _ ( ) ) INTACT. BACKFlILLUWTHIN Qi I WRE BASKET, IF USED, �� I as l INTACT. BACKFlLL WITHIN PLUMB AND BACKFlLL WITH ` PLUMB AND BACKFlLL WITH l ✓✓ SIDES R HOLE MEN // •-"- � ' APPROXIMATELY 12' OF BACKFlLL SOIL. BREAK DOWN THEAPPROXIMATELYP TB OF �"y`y� Y `.� w..t, OWN �N 6 S THE TOP OF ROOTBgLL, �' SIDES OF HOLE WHEN BACKFlLL SOIL. BREAK O ` THE TOP OF ROOTBALL, REMOVE BACKFlWNG WATER PLANT. REMOVE BACKFILLING. BASKET WATER PLANT. M TOP l OF THE BASKET OR TOP yTO HORIZONTAL 7— ` f . 1 ' 1 t /\ THE RINGSTOP TWO HORIZONTAL RINGS, WHICHEVER CHOF EH I R �r i _ IC EVER IS'CHEVER r _ BURLAPG EATER. REMOVE ALL RAND NREMAILS FROALLM ( ...,F BURLAP OFNTHE BALL. i i. /� TOP )j OF THE BALL. •1� SAVED EMOVE ALL TWINE. �� il- REMOVE ALL TWINE. WOODLAND AREA SC RIFY BOTTOM AND �— �— SCARIFY SIDES OF HOOF AND RI S ES OF HOLE PRIOR TO II �I PI ANRNr, R TO P NRNG. 1/2 T ' ?. -1-- ?\ \ \ ` �—_ _ WOO SAVED LAND-AR �g6 � C t tat ot lot \9 �9 -. �. YZ ARKI CITY PARK i I - ao t I i t DESIGNED AND �XJILTBY OTHERS PIONEERegineering CIVR,ENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCHRECTS I hereby certify that this plan was prepared by Revisions Date 10-15-10 (651)681-1914 2422 Enterprise Drive me or Under my direct supervision and that I Name Fax: 681-9488 Jennifer L. Thompson Designed jlt LANDSCAPE PLAN Mendota Heights, MN 55120 ww.pioneereng.com am duly Registered Landscape Architect 44763 undea r the laws of the State of Minnesota Reg. No. Date Drawn jlt 2-3 TIMES BALL DIAMETER LANDSCAPE NOTES - THE LANDSCAPE CONTRACTOR SHALL VISIT THE PROJECT SITE TO BECOME FAMILIAR NTH THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. - THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF PROPOSED PHYSICAL START DATE AT LEAST 7 DAYS IN ADVANCE. - THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FIELD VERIFICATION OF ALL EXISTING UTILITY LOCATIONS ON THE PROJECT SITE WITH GOPHER STATE ONE CALL 1-800-252-1166 PRIOR TO COMMENCING WORK. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF EXISTING UTIUTIES DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. NOTIFY THE LANDSCAPE ARCHITECT R ANY CONFLICTS TO FACILITATE PLANT RELOCATION. - GRADING TO BE PERFORMED BY OTHERS. - NO PLANT MATERIAL SHALL BE INSTALLED UNTIL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. - ALL PLANT MATERIAL SHALL MEET THE STANDARDS FOUND IN THE AMERICAN ASSOCIATION OF NURSERYMEN-AMERICAN STANDARD FOR NURSERY STOCK. - ALL CONTAINER MATERIAL TO BE GROWN IN THE CONTAINER A MINIMUM OF SIX (6) MONTHS PRIOR TO PLANTING ON SITE. - DECIDUOUS AND CONIFEROUS TREES SHALL NOT BE STAKED, BUT THE LANDSCAPE CONTRACTOR MUST GUARANTEE STANDABIUTY TO A WIND SPEED OF 60 M.P.H. - THE LANDSCAPE CONTRACTOR SHALL PROVIDE A MINIMUM GUARANTEE OF ONE YEAR ONE TIME REPLACEMENT ON NEW PLANT MATERIALS. GUARANTEE SHALL BE AGREED UPON BY DEVELOPER/BUILDER AND LANDSCAPE CONTRACTOR. - THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHIR ARE DEEMED UNSATISFACTORY BEFORE, DURING OR AFTER INSTALLATION. - IF THERE IS A OESCREPANCY BETWEEN THE NUMBER OF PLANTS SHOWN ON THE PLAN AND THE NUMBER SHOWN ON THE PLANT LIST, THE NUMBER SHOWN ON THE PLAN WILL TAKE PRECEDENCE. -THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE WORK SHOWN ON THE PLAN. THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON THE PLANT SCHEDULE - COMMERCIAL GRADE POLY LAWN EDGING SHALL BE INSTALLED WHERE NOTED. - THE LANDSCAPE CONTRACTOR SHALL REPAIR ALL DAMAGE TO THE SITE CAUSED BY THE PLANTING OPERATION AT NO COST TO THE OWNER. - THE LANDSCAPE CONTRACTOR SHALL KEEP PAVEMENTS CLEAN UNSTAINED. ALL PEDESTRIAN AND VEHICLE ACCESS TO BE MAINTAINED THROUGHOUT CONSTRUCTION PERIOD. ALL WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE. ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 0 25 50 100 - THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WTH ALL APPUCABLE CODES, REGULATIONS AND PERMITS GOVERNING THE WORK. STORAGE OF MATERIALS R SUPPLIES ON-STE WILL NOT BE ALLOWED. GRAPHIC SCALE IN FEET 110211 L501 LENNAR LAKEVIEW 935 WAYZATA BOULEVARD EAST L 1 OF 2 WAYZATA, MINNESOTA 55391 CHANHASSEN, MINNESOTA © 2010 Pioneer Engineering a06yfc- " a,` —to ° ° U 1 `. a e GH� ° < • ° . . � •-�.- / -'s f -�-� toy 4 to y ` °' a < ` • _��" r-`\VL�2 4—�_-bra ae v to JTL 6 to V z -' --' _ NM ' Q� B N !�_� '1� � � / I� -% //�v1.f � ... = "' / ♦_� .Y i � :'r.� / .yam-�/-I�8 ` '-- �a6- i, I I J �-. B, sl I At�•ice JTL BS-51 t— - \ i j ' i D `' — i ii 1 N �� .' � � y � _ � 1'"`_ � � i' -F--� •ice i~ ( � f 4v- _ 1 PFP'7� I � N�� � I _ 1 ✓ AA ry , HL-6 \ 0 25 50 10 co r- GRAPHIC SCALE IN FEET t :' I! I L 89c)l I , , � I i, y D 0 �� / - 6 e�) �- I I o = Bs— or 47 r BS f �l •�,- / � � � �,. 1 I i I � / � r � .; 9DL DEAR D S , ) I / I / W D�AND AREA �J ` HB— lz WETLAND rn 1 RO 3; / z it,, t r [ r -. 1'—� Cc I, L] f- /, I pr dD t 1 O� 9p - _ -...ter-_ --' _mm `— In i r II I xxx (651) 681-1914 2422 Enterprise Drive Fax: 681-9488 Mendota Heights, MN 55120 www.pioneereng.com I hereby certify that this plan was prepared by Name me or under my direct supervision and that I Jennifer L. Thompson am a duly Registered Landscape Architect under the laws of the State of Minnesota Reg. No. 44763 Date Revisions Date 10.15-10 LANDSCAPE PLAN LENNAR 935 WAYZATA BOULEVARD EAST WAYZATA, MINNESOTA 55391 LAKEVIEW SSEN, MINNESOTA L2 OF 2 Designed jlt Dawn jlt © 2010 Pioneer Engineering LEGEND EXISTING PROPOSED DESCRIPTION R HYDRANT(S) DG N GATE VALVE(S) D IF REDUCER(S) — - - - -- EXISTING WATERMAIN I— PROPOSED WATERMAIN — - - - -- FUTURE WATERMAIN 0 SANITARY MANHO.E(S) — - - - -- EXISTING SANITARY SEWER <� PROPOSED SANITARY SEWER FUTURE SANITARY SEWER CATCH BASIN O MANHOE D ► GLARED END O O BEEHIVE - - - -- EXISTING STORM SEWER IX— PROPOSED STORM SEWER - - - - -- FUTURE STORM SEWER - ---------- EXISTING 2' CONTOUR UNE --a---- EXISTING 10' CONTOUR UNE PROPOSED 2' CONTOUR UNE PROPOSED 10' CONTOUR UNE --"�-�'-0 — POND OUTLET UNE POND HIGH WATER UNE = PROPOSED SPOT ELEVATION EMERGENCY OARF-OW -"�------ DELINEATED WETLAND UNE PROPOSED/EX. BET WALLS • • • • EROSION CONTRA FENCE -- - EASEMENT UNE GRAVEL SURFACE BITUMINOUS SURFACE CONCRETE SURFACE EX. SERVCE EX. LAWN SPRINKLER VALVE $ EX LAWN SPRINKLER HEAD • EX WATER WELL EX. CULVERT EX. TREE UNE EX. MAJOR TREE - EX. OVERHEAD UTIUTY UNES EX. UNDERGROUND TELEVSION EX. UNDERGROUND TELEPHONE EX. FIBER OPTIC UNE EX. ELECTRIC UNE - EX UNDERGROUND GAS EX FENCE UNE - EX. FENCE LINE - EX SOUND BARRIER WALL ■ EX ELECTRIC BOX 0 EX ELECTRIC BOX A*w EX MONITORING WELL 19 EX. TELEPHONE BOX ® EX. TELEVSION BOX EX. UDUTY POLE EX. UGHT POLE 0 EX TEST HOLE ® EX MAILBOX EX. SIGN ROADWAY �BITUMINOUS IMPROVEMENTS PATH —CURB UNE _'CONCRETE WALK RIGHT-OF-WAY UNE SETBACK UNE Tw inlam.lyn m°/v I., m° , cnl°nee 4ve:,, -b m aYxr vN 41 -.,iom <mmtim> > Ionb,9 me as or W vYe w.v.x °I ob*.9 ° 1. - °r Ili. we or me .. -bra ..°....nmlion a .a.mly m to °mn9. e..amn•an .nwMp w Ima L. to °. euU vn'9AIIm N iq m°a'p . a euv alimie n°I and .1°c1 1-1 m u. Arpm°6m m°/a land f one m, or ..s -I.m.e mein : a..e:.9 I w.•nm. m, wgal,. V= G9 -a ol v A mdu .° .mm4n n 11t-. °r m, .w° ry New a°ot-. •,—o °. ^Wie1. "t, 1 to rM mo11m. C bwtw or =....e by u. ,.,e.aq, e,o..,9° m4 nu.. inbm.tlon .— I- Moiv °i . e bbb ° aam..alw to Ue rsv4M Tntl Wol myr — of 0- Pmm1. Ym.n vM Yv ala'mva eM ..e.vw ..5n1 10 .. bbn ^ e. Xt. ^—sli and/or Ime u- tM9m Iv -, 1.1(.) or n. v.malm Tw ee 1 ...a v M. fl./i' t to t l . am. mb-t ftN nwi Wbp l 1. G1, wa W Cavvnmml opwo PMNEEReneng 24y. ENc�z piw (65N�1-1911 Im Mod°t Be�gln,MN 55120� Fs 6BI54N wap�veq.® LAKEVIEW PRELIMINARY DEVELOPMENT PLAN CHANHASSEN, MINNESOTA AL IM NOI EUTER M ❑ 2 / e m O \ 0 7 \ e Or_ n a A \ ❑ ❑ ❑ 4 Boa❑❑❑o❑ 2) M a 12 DNR 2E1LA1D 10-213W OURDi A I II \ / WRDf0 STREET B ❑ El ❑ ❑ ❑ ❑ ❑ 3 1 4 aO 2 n D a 7 a s 4 1 aFf ) a SHEET INDEX 1. COVER SHEET 2. EXISTING CONDITIONS 3. PRELIMINARY PLAT 4. SITE PLAN 5-7. GRADING PLAN 8-9. GRADING DETAILS 10. EROSION CONTROL PLAN 11. EROSION CONTROL DETAILS 12. SANITARY & WATER PLAN 13. STORM SEWER PLAN TR 1-4. TREE PRESERVATION PLAN LS 1-2. LANDSCAPE PLAN CITY OF CHANHASSEN RECEIVED NOV 0 5 2010 CHANHASSEN PLAUMNG PP' BENCHMARK INN SPRINGFIE2D LOT 10-11 BLK I ELEV-924.90 PREPARED BY PIONEER ENGINEERING RA. BRIAN N. MOLINARO REGISTERED PROFESSIONAL CIVE. ENGINEER 475M REG. NO. JOHNC LARSON REGISTERED PROFESSIONAL LAND SURVEYOR 19828 REG. NO. DEVELOPER JOE JABLONSKI LENNAR 935 EAST WAY7ATA BLVD. WAYZ TA, MINNESOTA 55391 952-249-3014 LOCATION MAP o=J!!� SCANNED GRAPHIC SCAIE RN FEET IINII�� 1 1 it I II III II II II I III I / I PIONEEReno>7�„g 1 I NORTH BAY 1 �I LAKE RILEY DNR 10-2P OHW 865.3 WETLAND MANAGEMENT \ CLASS 'IMPROVE" \ e"� OHW=865.3 o - \ 1� WETLAND DNR 10-213W F 1 MANAGE E2' \? 20' BUFFER 30' S.B. TO BUFFER 1 - i � II 9� I LW SCANNED cHee[nc sc� w eecr 242&n�m LTive ib5l."i-191J Matlou HeigFm.M 55 i20 Fax: a1_9 g uway.P.—g.a 11 4i 1i ,wRT}i PA" / d?a/ 3Rv w 1v <1 s 6d 1,41 n :.ri 1 1 „9,J Si 6p '3; 40 4 w, 1111.'y6A 1 c� 39 4 1 �• 4 38a \1 M A_ a3 PROPOSED DRAINAGE AND UTILITY .s EASEMENTS ARE SHOWN THUS: 1 1 0 S"I I li _ r6 being 5 feet In widen• and adjoining lot fines I unless Otherwise franated• and 10 feet in widen and adjoining right of way line and rear lot lines unless otherwise shown m the plot. I MAIL AREA 50.8420 ACRES TOTAL R.O.W. AREA 6.8632 ACRES TOTAL LOT AREA 19.2989 ACRES TOTAL OUXOT AREA 24.6807 ACRES TOTAL OIITLMS 4 NLIIABER OF LOTS w LARGEST LOT 19.317 M FT. MALUM LOT 9.o Sc, FT. AVERAGE LOT IZ737 SO. FE. GROSS !Mflf ExCLU0E5 GUTLOTS 2.5227 LOTS/ACRE NET G S!TY DICLUOES GUTL01S ! R 3.4199 LOTS/ACRE PROPOSED ZMING RIAI UTNm AVAILABLE IM 50 0 m GRAPHIC SCALE IN FEET PI$NEERe►1gi.»eeKmg J! II II II III I II II L II 1� NORTH BAY 2ND r,wln 1347 12 " � $ I ,.934 s n d �P A 9 11 � � � 10 ? I 9, 4 a ar S�yee'T +b 9 1 f 36 q 1 8 28 4 IU12 4 _ f i 29 w 30 f 31 to V 2625 f�73 w OUTLOT D Mew IN w +F 32 33 35 5 'C � I' 150,5 si 6e ,7a 34 li 7 4 ,65,3 s C17FF \ \ \ YCngyEy� �IMT (EV '-fe, �°£R�� 1pr yF 1 \ L, l P� �I 1 w 110 OUTLOT A I ' w 6ao ft % —ISTREETI D ,66 i vo 3 ,501 24 23 22 1211 uoshN W x20 U. V 2 3u —lire `yyj14' I`g o 1 95 19 STREET B f Ire _ a $ ,366, s, y60 14 15 16 117 18 \ fi5 65 w STREET B IB a i3 v3 v2 t1111W '10a 9� 8 _i7 6§ 5to to r 4 _ to I OUTLOT C 211685 s ..B6Je K I 1584 I Lee, so,,don for felM w 2i It- s I 4 �I CI W c31 Lc q OUTLOT B ;I^ 210M5 sC ..6H] K CA- 1 5 g q I g 0 4 397 1p 3 die. Y I I 6a 5 M 61 6 7 1 6w t - - � I I r, RF f `pR.VNAGE .WO V,IU]Y EA9rFNi IO .VI 11M jowl W fa•s^•awn Lot 2 wN tM XarIXAt Ouata of Ode Nv<Xvan flouts M 5«tim 24 !o -- ftmge 23 Cw•v Cw•ntY. Ynneaot> lyi•9 «atl• of e�eE50TA CEPMi16J.i Lf 1RINSPOtTATO! KKi1T rf MA1 VLIT N0. 0.1]. «cwdn9 to tM r ed« plat Nwml, »d Cwy CwntY and feralno«MY of tlu cw•tw4•. al Llnlm ewya.we 9w Cac Xu T9033] and 16es. sod —rosens is derLM « 1.1_ eagrv•:y at u...al wwtw cwnw of -ai0 5«l0• 72 in — swu 69 IZ— oe moot« Sz 9ec«d. tlq pzt-.nt Wwtw line Maas $wM 69 dared 41 moot n N fecmda Eaz,, a dwiw�ce ar 21p6.62 ryal: tl•mw a«twlY. d dzt-- of 20.00 he,. alma a t-a-,. osw. MNw to No nwlti. nown9 a roof, of nl feel and m•bd an9n p2 Eegeva CO mnu ea le aecmdr, t6nce xwN B6 Qegt«a 50 min le c9 deem« Emt v damr¢e df 629.]6 I«C tnm<0 avnwlY. a dblmce of 11.2 1« erred -WIia corn c«cow to Na south. raaiva nt e00.W let and . cenbof angle of 00 degree 51 - otn secwAe, 16wce North 09 seeress ez 6aan"o 011 axmm Em1, a dlrtmc. oe s9z50 reed: rem nbinemtetlr. a aialm[. of 5 xi91 I«t . mmq lan9«lial cu tor— tv 0e nw[NmL h-19 a mdLa of .50.00 fen ord a oinas male f 70 sear. 09 mi—lss Y zmmda d N 19 d33 rrcete mWinc 26 --on EoaL o du[ce of 1H.w en, e wY, e,AeaatMa dcMy aw ww enc� degree 33 of 95e.67 Min I, dgo IwgenMwin Mw l caal, to th a Iwi•p aw ros of 510.M not andea 4d anfe of 107 doyen 15 m idea as secenm Td there Ntmiwlir% SCANNED 24n raenpa [Id- (651)681-1914 A1mOou Rdgla, Lew 551m Par 6111 MB° www.p'vmmg.® r# e� .�. f NORTH BAY z5 e a1. n M� SETBACKS MORELAND ZONING RLM ZONING F.M. Fnn,: Gan c fowdation Io RA =25 Gu a fomdarion to R-O-W =25 Houu fouMmion b R-0-W =25 Mouse fourCa n R-0 W =25 Side=SGmage la-BuiNmg Side=5'{'ia W.R.Wfirg Rear=25• Rem=25• Min Arta: Min Alen: Ld Arta=15.m SF La Alen -�."SF w Width: Lot W'd1R In1 width - a @ Fmn Setback La Width i5• @ Fm Smback Max Impervious Coverage=25% Max InPe w. C.=35% PIZN_ EERe►eneeiing ��� 1i2 Frvopinz Ai.e 1a511W1-191d �saety®agm Ncvbhlleglas. kQi 55120 � ® m.m>t�e.. 0m�91smeu�. 10 -� — OUTLOT D- Za `\ ss. I'M ' "av< a mo s r -"4._ - - -� ims� ni • m.�;``1 a J Z)_ i Ras i u II �, T �II i I 2 , s ^ to 15 ,e 17 is is \ '\ S1W GOti c LAKE RILEY DNR 10-2P OHW 865.3 WETLAND MANAGEMENT CLASS 'IMPROVE' WETLAND DNR 1D-213W MANAGE '2' 20' BUFFER 30' S.B. TO BUFFER OUTLOT A moo' r._____7 / / a . ¢- b srII I'ms Rms !am aa, m R s'• i4 4 i s i amg a a ) a y a i OUTLOT B e� �ORELAN,._p .OVE,.RIAv it i `- �— I DDTLGTC JRi aros .ws ews'^ �sa��. I i i 0 ars I � �a4,�r I � ' ' L'1 ; a a • ) a ram_________________________ i8 \\\\\\ 1 BUFFER 1 BUFFER SETBACK "fYETLAND CONSERVATION ® mr raven rs SAIRIail1D �OIM q+' SUBDIVISION DATA SUMMARY: > TOTAL GROSS AREA 50.48 ACRES 5• TOTAL NUMBER OF LOTS: 66 GROSS DENSITY: 1.307 UNITS/ACRE TOTAL PARK AREA 4.83 ACRES (OUTLOT B) TOTAL PUBLIC ROW AREA 6.86 ACRES TOTAL WETLAND AREA 10.40 ACRES saausT:. (DNR WETLAND 10.213W) TOTAL NET AREA 28.39 ACRES as Vic' (GROSS -PARK -Row -WETLAND) NET DENSITY: 2.32 UNITS/ACRE a 90 1W zoo SCANNED GB MC SCALE W FEET I� STORAGE �-GZ71ACU AREA OF MMMAGE=3.ODdAc AREA NVL=Ml6lAC �o PIONEEReneng n5�a,a xoena.�wv ssim � �ee�nwe 0. 9� SCANNED D 3CAU a MT NARY GRADING 935ESSTW1ANATTAAMVD. LAKEYIEW 5 13 WAT TA.A E90TAMWI I C9AMIASSPN.?.1D ESOTA o man®yam III 7 OUTLOT C I , !m $ 6 f '�I 5 I 4 I� + + 5q 2 m 2 _ 690 a 4 2 J ^ry 99s 97 Sae 5 FTC ea R tee, SEE SHEET 7 PI$NEERe„g,eerirg SEE SHEET 5 I I M1 % VAI I g lV 0r`8yA �_`. - i 35 94.7 a EOF LIM) z3 20 Vm I 9d y15 09 / 7 /- 922 EOY. ye � F. G I G 0.3 G 99.7 ss %6 r G T? 92 5 `4 �/, NER.WD CONSERVATION 9ON �. G / 959 I li. 3 ar 4 / r ov WATER QUALITY / BASIN 200 -W HN / HNE=669.2] BOTTOM=856.00 / NET VOL=1.928ACFT STORAGE VO NAGE=18.6 ✓/:Yy%/r////�� AREA OF DRAINAGE=16.65BAC E� AREA NNt=0.494AC � WETLAND DNR 10-213W MANAGE "2" 20' BUFFER 30' S.B. TO BUFFER —20• NEILAND BUFFER I P2 VJP. . OU TLOT A SETBACK TO XE D BUFFER / 0 � r o z m o0 cRAPBIc s� SCANNED LEGEND SEE SHEET 61 //// EXISTING PROPOSED DESCRIPTION ` V CATCH BASIN a m O 0 MANHOLE D ► FLARED END ® ® BEEHIVE — — << -- EXISTING STORM SEWER «— PROPOSED STORM SEVER ;�` \�.. _ / WATER QUALITY a ®® ® PHASE LINE JI-1 BASIN 200 ---- ----- EASEMENT UNE``EXISTNG 2' CONTOUR UNE �1BHWL=BB=S5WEXISTNG 10' CONTOUR UNE - `�`' _ 1 y0L-1.BpgAGFT PROPOSED 2' CONTOUR LINE 2 - _ - STORAGE VIIl-:1-917ACFT �\ -A85BAC AREA OOF PROPOSED 10' CONTOUR LINE - 3 ✓y i e / AREA DRAPIAGE=t494AC —•'� =' — POND OUTLET LINE POND HIGH WATER UNE , PROPOSED SPOT ELEVATION c , 2. _/ WETLAND EMERGENCY OVERFLOW m 0.8 G -4: �� DER 10-213W --'--'---- DELINEATED WETLAND LINE P9.g MANAGE 2� FEMA FLOODPLAIN BOUNDARY • • • • • • • • • • • • • • • • STANDARD EROSION CONTRA 20' BUFFER • W R W P W W X A 1 HEAVY-DUTY EROSION CONTROL r TREE FENCE Bee - D. 30' S.B. TO BUFFER • : • ".T"-" PROPOSED/EX. RET WALLS 1a;y r C 92g _ W �a �� D C CONSERVATION AREA SICK ti �A;T C •�1% , w WETLAND BUFFER SIGN tlE7W1 / 2d D BUFFER p EX SANITARY OR STORY MH :` -) 5 y�n OUTLOT A x EX GATE VALVE ICY, EX. HYDRANT _ ` 4 SETBACK ND TO WETLAND BUFFER T EX SERVICE 99S EX LAWN SPRINKLER VALVE EX LAWN SPRINKLER HEAD • EX WATER WELLEX - G \; -- LI EX TREE LINE —oh—oh � EX OVERHEAD UTUTY ONES •� 1 �W a`• —tv—tv— EX. UNDERGROUND TELEVISION �. _ 2' g] / —tN—tel— EX UNDERGROUND TELEPHONE W - !- S. / a —fo fo— EX FIBER OPTIC UNE -91. ,-E.O.F. 3 — — EELECTRIC UNE - —9 — 9 9— EX. UNDERGROUND CAS —X—X— EX EUECE UNE EX ELE ❑ CTRIC BOX .I O EX ELECTRIC BOX 4 • I � 1 o __ i __ /- _-.`/' ._ g*w EX. MONITORING WELL g EX TELEPHONE BOX �' 1 1- s E%. TELEVISION BOX - 1 EX. UTILITY POLE - - :T EX. LINT POLE I m 0 EX LEST HOLE ® EX. MAILBOX 81a \ v EX SICK ROADWAY W1. IMPROVEMENTS RIGHT-OF-WAY UNE �RTIMINOUS PATH --. CENTERLINE :I I •_ - - - CURB UNE 6 �CONCRETE WALK _ •I I I of _ \ � \ —SETBACK UNE EX. GRAVEL SURFACE ♦� S E%. BITUMINOUS SURFACE % w EX CONCRETE SURFACE SELECT BACWRLL MATERIAL a8 =1•' 99.5,31 GRAVEL CONST. ENTRANCE o�al GRAPIBC SCALE w PEEP PI8NEERene>eming 2022 Emapriss give � � 16511MI-1914 M uBWgN, MN 55120 goF-681iEg8 ww_:vnc:g.cam CGPAcTm TYPICAL POND SECTION VARIES OR BAQBEL YAINOAL MPACM BA061 1w MADE OSID MS® (MADE 'DISTNG WADE UMN W SWWAE E VATW NEM SMOBF L MA EMAL cm BI.CEEL _411mw SUBGRADE CORRECTION DETAIL NO SCALE 75' SINGLE FAMILY LOTS of Q• HOLD DOWN L AND SET BACKS BASEMENT FUTURE W 65' SINGLE FAMILY LOTS o rc. HOLD DOWN I AND L SETBACKS BASEMENT PISNEEReVinw -ng z4)2 Ewapix TAne ��� IASTT6BT-R9u Mama BN�e. slN sslm Paa: N1-vaea W WM.1•^Nlamgam DRAINAGE 4 UTUY EASEMENT I �} I BLOCK NO. LOWEST OPENING --,,I I ELEVATION7 LOT N0. LOWEST FLOOIH ELEVATION I I HOUSE TYPES R —RAMBLER ENTRY GROUND ELEVATION KOUT LOOKOUT LO—ENTRYER LOOUT OR SPLIT O BUILDING 1 ENTRY WALKOUT WO —RAMBLER WALKOUT RECOMMENDED I LO I SLSDE LOOKOUT SUO— GARAGE SIDE I I 1 I SWO—SDE WALKOUT RNISHED ELEVATION--, I I O LOT CORNER m -J 34.5 STREET LOT INFORMATION (TYPICAL SECTION NOT TO SCALE) 9 9 9 3 LHE NN 01 OFSC F1p . aECIIQi Q FLw w s ay; n5 nY LOT BENCHING DETAIL NO SCALE FINISHED GRADE LO GRAOING GRADE 0.5TOPSOIL RE -SPREAD / ".67' HOLD MORN LOOKOUT (TYPICAL SECTION NOT TO SCALE) FINISHED GRADE LO GRADING GRADE 1. TE 9IE 6 FAQI FLL OFFAAMY VLL E BE'TEUfE➢ BY nE QINInTY 6 91 YPQtr. 2 FAQI FRAY t1 M95! 6 n£ TA/dM. SFARY.E Qlfllm ELOY. AVALA9E SOIL A Sl1E TEEM. SIQTAE NO STABLE¢ N BONN POt NIIK 9NE.LLWC S On, TFW MUM" SEDIMENT BASH BASIN TO E 1e20 W/AGE OF AREA STEEPED. CLEAN ILL BASIN MCF'vL[i FOR 6. ALL BOL SELL E 1O BEIN TOR BROUGHT ONY EOt fLL EN ME BtlB10B RE EQNUMN mnXCL PRIM TO EHf OIWWLHBON T. NL SINS i MANAGE AG COPILTFO PPR TE E OM PR EONIATICN WO BA S YAERIN STEWA WHOM QABNF' 04AAMN lO IEFPIXMY YCYENT BASIN. S COIRFIE SITE INAMIN PER xNl IO ESIEAD TYSIA MAINTAINYVI A YMYW O {' MT'IM. 11. MARTINI DENUDED TO AS A Y1V WL BASM IINTL H]IL RAGE YI?!S 12 STABEfS ONUCfD NFAS AND SIWYBFS WTNN 1GE ERNFE USIFD IN FROSCW 1. WNTW1DR m MIOE TO NL EOFEIEIIR OF THE MNNE:OTA PQllRBN CWTR0. AGENCY NPD.ES PERMIT, NO110xG THE REQUIREMENT TO INYIE ME AREA DISTURBED BY WADING AT MY QVEN nut AHD TO CQFlETE NE E 1MAu0N ME TIME EQEED BY THE PERMIT VEER COPFINN OF 2 A COPY OF TREE RAMS MUST E OR ME JOB SITE xUEMR RNSQIMIIW 6 N PROQEs 1 Mx YroIfRNV®QUALITYOR tNY OIN URBAN RNEASAND ME MIN5FUNIA x ME MV/i CWBIRIKIKN 91E fA09W ND POTENT CWIIAt x.MeeC MAII'EQ](. l NL ERTi 01 ND YMER WNBR. FMr1Es mw1 ) SOUL E WTNIID ND N OPFAAINN PIBW To LAND DISIQMAW2 ALINES SOME NROMM MMCLS SUCH AS QEW DA16 ND n]EMNRr ET Pans wr E NsrAlun As WADxG oWBs x ME M$IC NEA TIES SOUL E FO IxR WSMICIIW 6 WxlllEp ND ME PoIPNNL PER EROSION HAS PASSED s THE xY5 MIOMI W THE PLANS NE ME WIRY EQWELaRS FOR ME NRICPATPD SITE COMOn NS AS CWSDSN:IIRN MWESYS MO LNEXPECTED W SEASONAL COOTION5 OCTANE TIE PUREE E SHA L ANMWATE THAT MOUE MP BULL Y NECESSARY TO ENDS ERDSW AM SEDIMENT CON. W THE SUE WPoNG ME C O COHSTRNCTW, IT 6 ME EYOBEItt OF THE PERMiTEE M ALMESS MY HOW COOnMS THAT ENT E CREATED BY OMISRRUCTW ACTT TES AND/tll tlENAW EWNTS AND TO MONEE AODIMNAL BIP'S G£R AND ABJW THE YNWLY EGNREMENTS ENONN W ME PLANS TEAT WAS E NEEDED TO PRONE NIECTTW PBOMUM OF WATER AND SQL ESO RODS S. ALL MOSS MM TESTED FOR EYOVAL SINE E MMCTED. M MOT OPERATE EQUIPMENT WITHIN THE OR LOE ROUT ZONES W WTIN TREE PROIECM PENCE NEAS Z. WIEIEWR PGSMI PEYRW THE EEEING TREES WAS AND OTMR WOTAVW COIN TO HELP PETER RINOT. a CPERAIE THAW EQWIFNT (DOZER W ND C ANI E]PGHD SOL SLOPES W THAL PAS LEAWE THAW ORCOWS m ME MOPE Do MOT BAW- WADE LEAW A SUWACE BOUGH TO WMI EA090C M TEMPMMY Em 91NL ENE x ACCa OMM TO MINOT 2515 a W. Wl95TNC O: MDor la ISo e w LBs PiN AQE W NsaoWM EwAL MAIN SHI1L E YDOi 11PE 1 O 2 T06 PFR ALOE W MPIDVID EWK MD DISM /JDIIQED N RAE W NTROWO EWAY I6nWID ro YMMN 90{ OMEnN£ aP ME sIAFAE NEA IMSTQ®. TTPE 1 PERIIfdR. lo-lo-m W mp LRS NPR I(2E IQ NYNEIIT TERM RfSTWAMN sIWL E OOE N ICWQWE WIN xNT i52B a x]B cONMSIMG O: • WDOT MC1LE 2w AT 3 MNAMES 1PER NO WWL PER LCH 9BE MNREE T T1 O E TONS ALOE OI IAWOMD EQUAL AND OSW= AM OF T N SA W /PPROMD EQ1N. NSTAT W 10 1NM.W BIM WMRAY O THE MTEACE MFA as11DEDJ11E3]1 AT W S COWRAE WTI TYPE 3FEE • TYPE 1 PFR161ZfIL 22-9_I) BMiWJ.H O 150 lffi NH ROE_ 11. SUDS AT 51 W STNFER AND/W WINE NQWTm W ME x SHALL E SSm AND HAM M MOSW CONTROL BLMET TYPE J INSTALLED W MAT E HHMOSNDm AM TAWEER MWUX 12 ME MTRACIOR sXNL REMOW ALL SOILS AND SUXENT IRAOQD Wro M. $NETS AND PAVED AREAS IS F BLOfHB DUST EMCEES A NOSAMM THE CLWIRACRdI SOUL APPLY WATER FROM A TNM Tn= m NL MSRWIC11IX1 AREAS, IA ,EP,N T OUTS OF COMPLETION OF ME SITE WADING WERAnONS ME IXOE SITE I FKMAMA.ES) SOUL HAVE BEEN - AND MIJU ONO SET FENY SMALL I STNLm ANQM ALL PODS 11 N1 IFYPQVRY FRWfM AND ELEER M1MOL MFASELS STALL E PROPERLY DIAOSD O WM1 MIX (]0 MI5 MFR fMN 91F wAEIIA En N 6 N2EMD W KIER TE 1NFWNNY NE NO UMBER IEEDO). ]EIBAL:N FINISHED GRADE I � (YIN.) GRADING GLADE i D R r 10' d d 10' 0.5' TOPSOIL I RE -SPREAD I 3.0• HOLD BASEMENT FLOOR DONS BM RAMBLER (TYPICAL SECTION TON NOT TO SCALE) BASE WALKOUT (TYPICAL SECTION NOT TO SCALE) (MIN.) LA _2.00' HOLD BASEMENT FLOOR DOVN WALKOUT CYNSMACMN ACIINtt REQUIREMENTS A EMS (01TNAC1Qi SINE YxDFl1T N61PolCBM RU9HG KF£IABNE BUFFER STRIPS NQRWTN SUPS QfIlNC NL OVER QY6DNLlXN PN/.CMFS THAT WYff f1Eb011. THE UxATCN of AREAS NOT M E ttSBf9D MUST E ONMEATD MG, NTH RAI STMES. SIGNS WE FFNPE EEG) ON THE DCAVPIF]R STE ERE WN BEGINS, 2NL EIIPQSET mL AREAS "THIN 2D0 FTFT OF A SURFACE WATER W NIT SIQYWAIT CQIi ANM ITEM M 5 COMECHM TO A SJ FAY WATER MUST E VABLE m NTW T OA15 (SIPPER MAN 11 SLPFS} 1t DAYS (in1 TO kI 9 L M 21 WYS AUPWTIME SUMS TOA CURB AND GLEE R SYSTEM. STUN F MEET. DRAINAGE QIOITM M OVER MIFM TINT QSQIARGE$ TO A NNFAO WATE0. 1TE NQEN. YITED EPMEIER OF .OUT MANAGE DITCH MUST BE STAOUM NT IB 200 LEA, NEST FMN THE xRM TY EOM: W FROM ME PONT OF QSOIMCE TO BURY SRFAMM WATER (WTI 24 HOURS FL QNEC W TD A SERFAGE DATER). 6PFE QETEIS OUST E NRONDM ,M 1E11PWMY. W PEuMMENY OEROY MS•BATW WTM 24 HOURS OF CWNECTW TO A SURFACE WATER B. MFMT� PRACA S 1.SEMENT CMIRR PRACTO:S MUST MINIMIZE SEDIMENT ENTER. SURFACE WAT MTES ME YLpENT BASINS EWIE SIMMENT CpI1RCl NLICINLS WLT AS AFFROPRIATE FW SEE 0040TM6 IF COMN WNY SYSTEM 6 Q9M6ALED. AOCA WN UPWACE PRACTICES MUST E l6INIID. NU THE SWPP MST E ANSI THERE SEAL BE NO VNBROy1 SUMS UnnM W MEATIER TINT 25 FBETFM SLOPES NTH A WADE OF xI W SURFER SCPFS MAY E MIO SH WN SET FEE£ FOM QEIX DAMS, MUPOST SHAMES, W OTER mmamD IETNmS Amn/m As SAIW W ME ENl3W coN RM PLAN. 2SIMMEW WHIR MACIIMS MAr E ESTAHIDm W DOM MADE F£WETNS SEEMS UPGRADE L D DISBURSING ACTWIEs W. SME TIMING W SDMEI WRQVL NUCT.'FS MY E NMESIFD To ACCOMMODATE SHORT Tom, ACDWIFS HOWEVER. THESE AUCTRS MASI E NSTNLID BEFORE ME NE" PEWTATKN EVENT EMN P ME M 6 MY WELLTE ACOITRKTW MUST mm" ALL SIMN MAN NETS BY APPR,TMAT: MYS 0E RIG ooms MMI uu l NL SOWCES MM PoTENTN FCR WOIMMD TO ME NET HAVE BEEN STABILIZED SINWWARY SIOOPEES MIDI HAW SET FENCE MOUND THE HINEIER E THE BAY E ME STCP(AF ND fINROT E RACED N SALSA¢ WA1 NGINM: STMM! WATER OMWtANOS SUCH As CUB AND Gu T SYSEDMs W WHOUTs W GTOES ECTNIRKTOt USE INSTAL TNPMMY (W PB.XD f) SEDIMENTATION BESTS MDE TEN W YGE ACRES W MSNRED ECl CHNI ro A WWNR LOCAIKN MO/W AS SIOII W ME EROSION MTRO RAN. G IEWATFIINL AND 1. ETIAIFAIf W M1' TYF£ W 9JRPAE WNIAE TEAT WY EUM TIMIII W S'DENIT ULFH CEOHME WA1FR OUST E CEOIMGD lO M N'flfOWD YLEIEMr BASH W TE PRQELT 91E MENEMA F'Q59M£ P ME MTER CNWROr E MmHM®ro A BASH F S SJ MAT nE KNAVE WATER Ir Mm E REARED MTH TIE 0.NG nER MP'S SFOI TUT ME M THE DOES MM MUST EN T AFFECT THE SHARGE WA1FR W W W6TEIM HARM FI ME WSROSK61 AND MUST ENSEE TUT O MUST M PODS ME NIEB NATM Aw1ECNT FW. SAND B ND RUM. S E EN% On O OUST E Mn ONE 0'qR IUTMK RW( Im W. SAND SIN$ xASTC 9EETNG W OTHER ACGPIED ENERGY DISSPAM IEA91fE5 2NL WATER FROM CETATWNG MUST BE IWAROD N A YNYER TEAT GOES NOT CNIY NUISANCE CCNOMYIS EROSOC W INUNDATOR OF WETANDS CAUSING SOfiGM ADW WACT TO THE METLNN. D. tl m BNCE I. ME COLIRACFIXt WAS, A N SOEOE TO N4ECT ME COtiNULTNN SITE ODE EMRr SMN OUTS EMNB MTM mNSIRUCTNN ND MTN 24 MWQ AFTER A RNHFAL E'MNT OF GEATER TUN 0.5 NOES N 24 HOURS NL WS'ECTO S MUST E ECWDm N MNNG AND FETAND PER MP.CA N.PD.ES EQNEMPIS (Nom LOCAL.NWSMCTW MAY EWE A MORE FREQUENT NTRVN OF INS'ECTNN.) E. ANAGMPNT S 1. SAID'WAT MUST BE QS'GSD W PER Y.P.GA REWIRFNENTS 2NAWB1OJ5 MATEMNS MIST E STMED MO pSP03D OF PER YP.GA EGLUTWS }EMEMNK WASIPNO W MSTNCTW WT S MUST E LIMITED YD A DEEMED AREA M ME STE NNMY PEST E uNTANED AND WASH MME%T D19'OSD W. HD ENGHE EEQEA9M Is ALLO ED W SITE RE -SPREAD SETBACKS 85'Wkk Sn gk FAMEly LMS FIN: Gana,, fourAinum D R-O-W =25 House foundation D R-O-W =25 Side=5'43aMge IV -Building Rear=25' FBn Arta Lot Area-9,WO SF Lot wdlh: Eat Width =8S Max Bu afro, Cover4p=35% 25%m ShoaMM Overlay SETBACKS (S wde Siwk FMBDY E Foa H. folBd uonR 5 House fouldaTkm to. R-0-W =25 Sih=5'-0.n n 10-Building ReB=25' bEB AG. LM AME _�,000 SF LN width: lAx width =65' lvBuilding Cov --35% 25% bL ShMnlard Ovalay SLVHNEO m issxr. • IMENi TRAP x I/zw^��xy'�`.uamx"^:.r��awT.®m..xsmamma_s05w��. 4-trt- 41� LOUm. PNtlfF iY m.a sr e. A• = r ram. e.u°may u� WNr; nm �ua6• �Ys•u.`exa T� � .WE Ole � 3a' � ar9 re'ai-aw �.qu."-q calms. v1"e• N w eraxu 4 m. w� 'J—U� - xww r nYt NOTE Rom.. 4r M •tM rtE 6 max. " "�.'m RtEAF➢ MIFA NRS rr..� a � "x • "w• � r M. we N.oer.. msvr rnmc Ns � ��// m'€ror"an:v:sF � :m.�a°wan ro a. coa xo �Ts.rr r nm a � ��..^".�.' .'4..:' sr w m .." " •+•.. s- x.x sm a :� � xT.rs wo .rx msxr aaux mui"e u"`siwuTA•or SECTION A -A r wm Mom ..x m•.. PEE�11WW .ELE� MICAL RESCfu11K EPr Mir � W,f TYPICAL CURB � mIf Cp1CRElE � �f SLi 1�r � off ROCI( CONSTRUCTON 1�1r OFIROPD CAiCNBA9N mii CATCH BASIN STREET $EC110N ® AND GUTTER ® 90EWALK ® FENCE � ENiRNICE ® FlLTER BARRIER � SEUIMENi 1RPP ExOQMIe oERNxxdl ` 5200 [xaimec LfPW.DdI 5201 ocPm+We Of➢APNpr n 5214 Ou411[ER.6 omwmiErn 5300 vwxnxxe rcxxPeMRLT �• SSOL ® ExYxEFRKr oEvwrtYErrt 5302 Ercxuaxe ornu+=xp= SJG2- SCANNED PI8NEERenenmaing � IImN-pPFQ�YIl9 mu -Y- aa:.W 16511681-1916 ��"=,•..w,x.x"x»•m„,p N,m um o.x IMI}lo LENNAR LAKEVIEW Mmdo .Auv ssvu F",m�g-�°m "I. �:.'�.�.; P,.;,°,."".:;��,x�..' �• N� GRADING DETAILS 935 EAST WAY TA BLVD. 9 Dc 13 WAVTATA. MPO'1Ei0TA 55391 CR.ANRAS9EN, AmdN55DTA Omnpm>14pay I I r, ar-s w.w • P � � A. A fs ten., sE72, AA, TTAX. IT D IK AT r — AT cl . IT n mrt CONCRETE s.Aa[ moswx mlma HAx E9P NgKouu L03 EROSON CONTROL PLAN ER09IX1 CONTR0. PLAN °0°' rtxsEP r m r r..sw cm• FOR INCINDUAL LOTS WITH SWALE DRAINAGE FOR NUITFAMILT LOTS WITH SWPLE DRAINAGE L� r all" - Y ^rwm wTs Lori z Lars �y aN _ _ ° IfZ�ME •PI On �wx iir � Y�l' 6FW SNL �m w xumc ura � y� $EC1IONr P-A ��N.s.r x.x�r xT•w.� e _ d� awl Ne . —T� •u LEGEND _ 1 �WAy x10 W 9 a IS CATCH BASIN INLET PROTECTION - y TO BE INSTALLED AFTER IST LIFT EI aF BITUMINOUS L? CATCH BASIN INLET PROTECTION TO BE INSTALLED NTH CATCH BASIN GRATE - ..•. •� s .. """•'•"••• PERIMETER EROSION CONTROL FENCE • `• •' • • - 8 INSTTLL BEFORE START OF GRADINGHEAW DUTY EROSION CONTROl- " T7 z INSATLL BEFORE START OF GRADING - _ 11 :.. 's - % 012 ese9e0°° SECONDARY EROSION CONTFENCE -f °^ 1 to ROL TO BE INSTALLED 48 HOURS AFTER - - -- x♦ COMPLETION OF GRADING: ...... SECONDARY EROSION CONTRA FENCE TO BE INSTALLED AFTER COMPLERON - Is u OF SIDEWAY CONSTRUCTION. MOOT CAT 3 EROSION GONTRDL BLANKET. INSTALL WITHIN l DAYS OF GRADING COMPLETION s •1 xA - s�', OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST I / v I n- MNDOT CAT 4 EROSION CONTROL BLANKET. aVnnic T -= INSTALL WITHIN ] DAYS OF GRADING COMPLI-ETION ALL OR BEFORE 1ST RAINFEVENT NHICHEVIS FIRST - _ ✓ / ROCK CONSTRUCTION ENTNANCE �•••� INSATLL BEFORE START OF GRADING .-. STRAW BIO RODS ° INSTALL WITHIN ]DAYS OF GRADING COMPLETION i OR BEFORE 15T RAINFALL EVENT INRICHEVER IS FIRST :.. ROOR BERM s INSTALL WITHIN ] DAYS OF GRADING COMPLETION OR BEFORE 1ST RAINFALL EVENT W4CHEVER IS FIRST _ .� _ 4 . - , y ♦ j / L'MSfItVAl10N SNA ® TEMPORARY SENMENTADON BASIN x 1 x 2 TdPORMY SFIAMWT BASIN �C :.- QIILOf ♦ , ]C NEII/JID BUFfFlf GRAPMC SCALE w FEET T PI8NEERene,�„g y SCANNED '-au Enu .U- 16511681-19I4 NeNou NZ giu WNSSI:O piaFu msI-9a68 .w mmg.cm OIDio,mvFsm.v w .T TELL NAOK (]§ aT if•2 NP,,, A,T,m �qv> FAImC .T a 14'N.>;MNG.�'.W n !� aNO1WN¢ TEND• I. YAD NNTIIVL Si i= R_M Ad Tgdip SxTO. PUCEE/o IEN6T1 WTFA� W10wNG. mw9LT NF INPP 9ID= � —�3ca�pZy�i.N u ,]p�F¢iB1 E a, 1W TUN 16 iIIT QnR N��xrti lT1Mx 6Sl1 iU16 �qR[ 4(iE Slf fFNW ,fM 11C5E�ff --..v 4061RFRM F W�I� �L�IiKNT69LL�¢ I�NSILT R®MfE FENCE ENGINEENING DEPARTMENT r' 53CC b ` kx yti M wKVIXTM NOWRs Y'NV-n'F�T IT. dTm T YNIIQE R,MT fRpl 9TE il1G a1i4 ��D��C ENGINEERINC OERNRTNENT x SJD,"ARTNENT x SJO1 PLAN PROFILE —i36-F— Z � m > 1 -I 12" �- mTA m I OF FLO NCF=CHIP,.OR STRAW MULCH BERM - COMPOST, EARTHEN (STABILIZED WITH STRAW MULCH OR WOODCHIPS), OR W CHIPS H [-24- SAUPIE ERMON cON,Na PLAN FOR MDNWAL LOTS Lon... a.Q. ..w. 0 WLT' T'L6":.,� LETxI :rr�B""�,m...,.w. II II .TNT m.,No n en-nbq:R Pw.v w a.N nawnar Area Nm`u,w, r4 n N SnN,n x t .non ern naaanlu 1ea w grN.a ers�u ire .re0 rYeYm • Aos9v emna, .ro yore O.,r u eea -eua ✓ w eu .n b ExRu�wruVn.Ts� +BEN e $aEn Xmt GNb bms it Aqe is 4.1 n gmin- MIN EROSION CONTROL FOR INDPAOUAL LOTS (TTP.) ENGINEERING OEPANMINT xAi x_ 530213 P AN PROFILE AT AT S a 12" o� 1 12- m DIRECTION < u OF FLOW R < F N NOOOCNIPSI SOD. OR STRAW MULCH BERM - COMPOST, EARTHEN (STABILIZED WITH STRAW MULCH OR wOODCHIPS), OR wUODCHIPS PLAN PRMLE e PLAN ' SILT FENCE SILT FENCE < AT w SILT FENCE SILT FENCE < i 24- m Lq TO N DIRECTION FZ m 24- O em O m m w w OF FLOW �`4-6" 3" - V m T r SOD, LMRF LOW CIF Flaw < , OR OR STRAW MULCH N WOODCHIPS SOD, < OR STRAW MULCH BACK OF CURB PFRIMFTFR CONTROL NO 9CEWAIN lur,r DF CIpR WITH PERIMETER veLWYK CQNTRDL PIONEEReneng EROSION CONTROL PLAN FOR INDINDUAL LOTS WITH SWALE DRAINAGE LOT 1 \ O 2 \ LOTJill GRLINAGE SMAIE IEmo NMETER dg �W dEQd R s,MET R,mANa S DIIUEXµ CONTRCI �Ra[i sRORcm, ��>mA m ^mY b [a.W9b9 Pam) mU ao-n, tlgaa. b e4rrl em Vxba mlmmnl CY Wmnq pnmfu mWa yfge-Fle Ngnt} • YVM,n m,vu m, npp milN ardi nab, mnu ne/n N ,na EROSION i1ii TI -Sx• Nm n.n,vN n a e-a b •er a� Y exn vuNrw a eqm aT z :en.v novae R mcmm�� Suv mN n 1 title Yp avu Nns f�NT 4Y bRn,b natl arv91 Srw,� • 9wo-S,apn mn rt a:u pxtin yvN In W ee,.e al M nAe nas nrn mc^¢ 41 111 - �fapa q�1pM�MFpE EROSION CONTROL FOR Ii INOINDUAL LOT WITH SWDRAINAGE ENGINEERING DEPARTMENT u 5302D naNave ��ee�ra.a I m•a-N �n RSlE CATCHBASIN INSERT ROC( x£IDFR e-Y (14' EASEv ImpO uecm• 0� ,� � 1T1. P N �E I .�R.E- Y x _. I, XT.wvmq�j 11 MO IN EPER 5� E, 6 FNNVII Hx,ERVNS w¢cTxx o 9Pi.2 M1W ¢O,V,RE tA�I e•Idr'av M1VE 9,u0, �° �!EIExu, T IA' uvm mo,l .A' 6 ,E ! Y/ua uTTF x„I A 1pG Na Wq, NwTo mYa ATw SD-I,VwT N rzir l o[v6E AI. E M v.rnL » uT,M Ipc1N ,wl aoRE mbKNi WEEPER DITCH CHECK/ 1�mIfMFLw 11� DITCH CHECK WITH WATTLE ENGINEERING OEPMTYEM —a 5002H � B m w a¢ O 0 0 0 I0- 0 � O O x n'W WIN TEMPORARY M yYWE�1fFWI� OUTLET IW®l�E (ROCK WEEPER) EXGWEERING DEPMT4ENT — 53 OMvmucAl boh /wmBnW xLw wA r I em91 R 3 ss 1 g�, SB1 FRNie Sleeve pet MEOaTRcul �^1 PTERRm MM6 LLn u MIINn TMm 2T NFRASAFE SEDIMENT CONTROL BARRIER-M (FOR USE WITH DITCH GRATE RLET CASRNGS) STAMOARO DETAIL SCANNED umtl-T+E.EcnRc 242DeiM I690681-1914 Mend PHeigiRs, MN 59120 FaA: 681-04R8 .nv.pimme,g.c® N_ N PI$NEER�,�ng RILEY BOULEVARD SPF NGFED DPoYE f` n� I SCANNED cFArwc sc� w Feer 2i]2 Emaprix Ri (6511681-19Id Matlou F Lg1 , W 55120 1'cx'. 681 A089 ....Famcme.�o PISNEERengineering I4 X. 15' O L81x -__ R91: n2 NY. 887.38 - - - ,� R 15' a 0.61x RIM NZ37 1 CBIAl- 12 1 INV88&68 411 115' 0 0. NY.887.24 11 12" O 1.1 MMH-403 1 \ _ 5O m5 10 RIM: INN $87.95 8 \\ \ Y O 2 M6-208 IN 897.59 RN:892 y INY. 883.94 6 39 \ � Y O O.SOS 7 WM.nam 38 Rek 88& \�\♦ NM.884.33/ OUROT\�' 1.} 28 29m_mm30 ` - r _`_ 21'I O 0.505 Ih 89 WA WAIL 31 INV.889.1' �1 ASIN 32 kl=�a NM:8922 I I 35 C NV. lum 7<O I CBMH-_ 3 Z CB: N I IBM:89. 9W.2 RIM:90.1.2 1 INV894.88 ._ NV.89a19 1 33 - -. 1Y e a 1Y or osax Cg-304 0 RN: 899.17 0 T8._212 (�8L-211 RN8V1:: g I0 INV. �p 12'01Z5 �m N9 198.41 21 N27 25 2 23 PoNOM 89�6.7Y 'S - 3 Y _i2' O 50A- 12 13 15 18 17 18 14 0181=210 O9MN-209 19 RIM: 897. RIM: 897.3 NW 894.13 INV. 3. 12' O CBMH-1M 1&MB RIM: 908. RIM:908. INV.90266 WY:B INN.9 INV. 904.28 Y O LOOS 1Y O 1 MH_103 &9 W INV 90250 0 INV 1 1 941N-1M .90&43 RNk N NM90 - O MF.90&97 1Y O 1.= N 1E v GNR &3 plw %(gi] 1(1lAXp YMlA4pIpIT CLASS \ "IIPR44' RLEY EIMUNARD 8EL 6N4 % 9NR a"2' n "3' 1 0.50x m' ]G' SB. TO i0 BUrTER 202 \ _INVw&mJ: .w.• ♦ 11 \ 888.08 IXIROTA 30' O aw% 1 fi5-,9L / MH- 04 INV:885.75 � M: 896.79 r1 ` V88aw 3 `1 NY 865.00 I I O M50X _ 1 30' 0 0.50x �s rt2m-- WATER W 88 8 s 1 I 0' 2 BASH NV:865.16 t1 Q Fo 701 M-89 _--__-_ 21'_013.835 1 / W .880.03 /NV. BB'7.69 MN-n2 CBMH-229 1 J 12' O 6.815 INV:.54\'886.36 017RAT B / O BM /CI1-224 1 JV. 881.79 ,\ 1 m RIM:89&52 12" O O.SOS / INV. 890.74 _ _ 18' O 2005 / Z Q 2I' O 1.00x �M:88�7.67 ,`\_ /' 1 r9 w NV:883.87 1 RIM: BBfi. 18' 0 as= INV 88269�� !}22k CBIFI-21t .8%9J/ NY.88:iO3 12' O;OOS NV.894.73 1Y *I. OOS � 48 1 �-238 S. 05= NV:90 m RN; 89 9B1M-232 )TT 2 NY887.32 win 3 / it 4 \ NY.88.5.>p 1Y O LOOS r$OjS 9 8 7 6 5 4 , �R37 5 0 0. 10 RIY:8921 11 IrY0. 3 NY. 'N '_ SPRINGFIELD ` VVAIW WALITY O 7� DRIVE 1 ffim- � 02 /A{I BASIN 1(0 / 3NZ ,1 I cu I I C 2 1 NY.68&OS INY.890.00 rr\ II ' 2'00.5 2 N M:891.57 ey INV:887.90- 1 i {fit PoM:891. 1 . 4 ' INV:884.59 N7.09 ��5 8 7 NY.864.91 Y.8B i 1 j WATER QUALITY WATER QUALITY WATER QUALITY I BASIN 100 BASIN 200 BASIN 300 NWL=890.00 NWL=866.00 NWL=888.00 HWL=891.98 HWL=869.27 HWL=890.45 BOTTOM=882.00 BOTTOM=856.00 BOTTOM=860.00 NOTE,__ WET VOL=0.425ACFT WET VCL=1.828ACFT WET VOL.=0.665ACFT SEE SHEET 12 FOR SANITARY R, w STORAGE VOL=0.371ACFT STORAGE VOL=1.917ACFT STORAGE VOL=0.694ACFF SEWER AND WATERMAIN DESIGN. AREA OF DRAINAGE-3.008AC AREA OF DRAINAGE=18.658AC AREA OF DRAINAGE=4.904AC SCANNED GRAPHIC 5CAIE IN FELT AREA NWL=0.161AC AREA NWL=0.494AC AREA NWL-0.249AC umu-ew sm�e =Em .Ddi � � (006114914 Mmdou lkigtlt Aff! 55181 Fx b81-9498 wwvpvmmg.mm O m1ae®unm.. '7021 l TREE PROTECTION FENCE DECAR, 7023 YMDOT 3MXI N EAvr Wn SILT EpIGE USIM ��/•�.' �� /' As TIME PROTECMM iFMCE 7026 k TREE PRESERVATION NOTES aRoc Lvo aruaxc Maxs, caxmAGTrn swNn MEET rM ME coxsurrNr a MTE ro REVEV Au NaN PRamnES Access NwTEs, sTauGE AREAS. Aro THE PTroTErnw ME.wMs NO 'N, . X TI AGYNST TM TNuM ON, ME RMT LAON< oR NTNN THE DRP LINE AREA OF MY TM£S MAT ARE TOM SM£D. NO GRANIN4 TMNaNG Ot 0.AfFQT OF EMN9? 6 ALLURED N M TREE Ni .TI. AMA NUNN P FOINNED NTNN TM TREE PROTEGTIfN AMA 91OM1D K Cbff V NATO AND A,M£ ME SDPENN 5 w CCNSATNG AIrIWST. PN.WING OF OAN TREES MUST NOT TAKE NCE ERON APPL 15 TO MY 16 TO PRE491T ME SREM OF UK MT 01 F G MOUNDING O OAN IREES OCCUR ANMME 9ETMEEN ANN- TO AUGUST. A _ NON TOnC KVNO ONESSNG MUST OF A M IMMEOMRY, (UCAVATCRS MUST \ \ / \ -\'�Da7 O NAYS A NON TOMIC TREE MdMD DRESSING NM73 MEY ON fNlfL(YlO1i 9TE5). 7�46 O 776 c\ , 8 x-7 l2/ / ./ j 7045 --I 7 44 WETLAOD TREE PROTECTON DETAIL ` 9 / 705 I or To r+ME 113 • I $ 1 ! !I .t 7 ¢` / 7064 1 70530 042 :7 Jr4 I ROSION CONTROL FENCE/ \� 6 EE PROTECTION FENCE 315 - 3�1 7057. _® s nFMMUI 7.1 70 5 7 9b587f� 7054 �� t ••7 �1,ot 'y99q�T�305. 01 .7 7367 _f ! ,). 7 •'.717i7 -7tD� '73 ANNF-i308 �,v N.MM.AA f 7366/I,I I f;•�� • 7365 I / - 714, _ 1. 1 v'.7 !� N 73 81� 7356 a • 73 �1'1 1 _ I- 1/7352 ' :73 73 �34 '--73 4 1 73 73 73 r PION_ EERengi>mering +an E,n<N,s: m.< (es11NR1-19Te 2EUEoAFwgno.NM ss1m isn"iaaeE o mNa eca.�®. .�.. w 9 73 - < 7396 7 N 7393 \ � /f 7392 ��•— � , � �h � x � � 111, a `y t E D N CONTROL FENCE/ 7R, OTECTtON FENCE, l T 7-PS9 It T - - r /�`' •7a�ss Ton � l i �� ..J3 32 70-7 a176709�7302 73 P710 7306'< ,7204 •7174 7 8'71 720 } .Amyx ro°` ra '4 - D H 55 A299 7- 7175i 797� << 296 7116 7119 NATS I 72p8 77 . 721 [���. . 7296 ,, -__. i "� 7122 � � Mm.M OMITS _ '7} ••287 �_Z 3.17D- •�72's 1l�51 .wNa Nm: M:NiNw .NM I `77'"6 7276,.--._ TREES IN FUTURE PARK / 729 6 278 _ �, 7z6876? T" ) AND WETLAND AREA / \72 R> 75 > _"' T ED BUT NOT INVENTORIED SEE SHEET T4 FOR TREE INVENTORY LIST za 7768 �t0E --- 71D& 728081 -- 7270 0 - 7170 _ 7zlb 1\7� 21;4Y T285, 7227�— -715a 721s M - 7282 - - 7254 t 7169- 22 T 3 `\ .. 7220 _ -- = 72g47283 - _ -_ 6 92a5 ' - \ - _ - 7 tb2% V247 . 133 . I� 167 0 7i667zz27 7 6 724a TREES IN P� SANITARY PIPE TO BE REMOVED O 71 57 725, 4 i2 7 PARK 71 7,°79ia 7T4s 80 •.7226 -.724j 14&- ..7 72,4071 Y7 422- >! 3 7151723972347 7 t 7 0 7232 LL C << SCANNED > «` - GRAP®G SCAIE IN YEEf NOLTTRO Ns �.� n. m m LENNAR LAKEVIEW .TsmN..M.®>dNNT r>F 1iTT�PaT�F�v »T_, TREE PRESERVATION PLAN 9;s Aw T&weouEtvwan eArr ENwNuwss¢+Mm+r,Ewrn T2 : IDMIT!® TIa..16 «Tv m A wwlzwrw.smu-uso'rw ss39i le _ 5 " 67 `• i._ 150 \ r It 7-11 $Y9} } f � " �/ %/ y^•:.N� ,��`I � '� i ,—r- "*. �.- l� it l �'I / / \J ( �� -,, ; 4 GRAPHIC SC,1LE IN FEET It / a •J . 7a W } mac? . 1, 73e -ar474;4 74� V. i __� � � 1 I��.1 • N' t' i�- v 1 :_(� % '��i — I-7011 73 14 Ir 7- I//� 444�`� `-'—`";• '��//� - ! ,.`,� EROSION CONTROL FENCE/ TREE PROTECTION FENCE 7411 h�.�^I i� �_ .Cn, ,. WETLAND _ _ �i� - o� } ���•� Vi li �.—_-+"��-""_ .�/i- 7020 S�:,IrrvcU `7021 _ \,\ �- �/ r _�= ozs SEE SHEET T2 FOR TEE PROTECTION DETAILS PIONEERe?onming SEE SHEET T4 FOR TREE INVENTORY LIST znzz �Dn.e iesii:1111n lm.w.�0m.m:r-..may ""`� m LENNAR LAKEVIEW Fat, na.w:ssl�o 'n'/ mi.:�no.®.� ��n^^� �-•� TREE PRESERVATION PLAN MWAY TABOIIL "DEA7 T3 DE 4 •'�'°'Pm'�m6 �^�^ i...fw seaNm >u4 xu Mn 1.l� P+.n i CHnNHASSEV. MA'!r'ESOTA R"AYlATA MWNESOTA i5301 e moo v..... c..e...� Tag N. Tree Tv Tree Stme Continents T N- . Tree Type Tree Stse Cott m Tag No. Tree Type Thee Slae Collmem Tag No. Tree Type Tlee Sfa Cothwhalm 6] BIaIXOlerry 12 A61 8—elder 14 T335 Green Ash lilll 7G Green Ash 11 6737 Boselder 10.10 7062 Bmelder 12 7336 Green Ash A 7403 nahberry 12 6738 B alder u M63 Bmeldsr 16 M7 Green Ash 12 7410 Red! Oak 12 on Boxelder 11.10 A6l Bmelde, u,18 733a Boxelder 10,10 7411 Red Cedar 3 6740 Om 10 A65 Boxelder 14 7439 Boxelder 14 7112 Boxelder 11 6741 Boxelder 13A 7066 Bo=elder 16 73A BIa8O1e,ry u tead 7413 Boxelder 13 6742 Boxelder 11 JO6J Bmelder 12 7341 Baseless, 11 7414 Soxeider I3 V45 Green Ash 16,16.14,14 IlK9 Bmelder 12 7342 Red Cedar 4 IT MIS Boxelder 12 6745 Goren Ash M14,14 Afi9 Bmelder 14 7343 Red Cedar 6 m 7416 Bo=elder 14 6750 Green Ash 16,16.6.10 AA Bmelde, A 7344 Red Cedar 6 A 7417 an, 12 6751 Green Ash ll A71 Bmelder A 7345 Red Cedar 3 17 7418 Boxelder ll b7S3 Green Ash A A71 BmmeWer 13 A46 Red Cedar 4 IT 74D Boxehaer 12 6755 Green Ash u AT3 Omelde, I8 7347 Real Cedar 3 A 74A Boxame, A 6A7 Green Ash 12 A74 knoeldCr IS 7348 Red Cedar 3 11Y 7421 0oeade, 16 615a Om 12 A75 BmeWer A,A 7349 eaxelde, A.A 74U Boxecer 30 6759 Red Cedar 8 25' AA Bmelde, 16 TSO Meet&, 17 74D Boxeld.r li.12 6760 Red Caesar 6 ss' mn Bmelde, 14 ml Green Ash 10 67A Green Ash II.A AA emelder IS 7352 COCamv ed! A 6771 Boxelder A AA Bmelder 12 7353 Green Ash 12 A01 Bo=elder 12 A® 0melder 12 7354 Green Ash 16 7002 Boxelder u A81 Bmeider A 7355 Green Ash IS 7003 Boxelder 10 AB2 Boxelder a 7366 Beaelds, 30 7004 Boxelder 12 7®C Bmelder u M7 Green Ash 13 >005 Bassin., 15 ABS Bmelds, 16 7358 Baxelder A A06 Boxelder II Affi Bmelde, 15 7359 Boxelder u AO7 Boxelder 10 J08) BOxelde, N 73C0 Green Ash 9 7aoe m=elder 11.10 7osi Boxelder u 7361 Green Ash u AlB B a." I;u A91 Boxelder 12 7ffi Boxelder A >030 Pees Caesar 9 A33 B Ida, 14 7363 Green AN 12 All Bo=elder IS A93 Bmelder 12 7364 Green Ash 15 Au B9=elder A A95 Boselder 12 7365 Boxelder 14 7013 Wads Cherry 13,10 A% Bmelde, 14 )366 Bo=elder 16 =4 Green Ash A A97 Bmelde, 12 7367 Green Ash AMJAIA Ass Boxaider 10 A9B Bmelder u Lean T36B Boxelde, 14 Alb Boxelder u Bmelde, le 7369 kAelder 12 Au Boxelder 12 7100 OdWeler 10 73A Dm u Ala Be=elder 16.18,12.12 )1f8 Boxelder u lean ml Dm to A39 Boxelder 2OI8 7175 Bmelder 16 7372 Green Ash M24A )025 V. 11 7176 Black Chem, 12 7373 Baswood 12 A26 Green Ash U12 7177 Boxelder 14 7374 Green Ash 10 A27 Green Ash 14,12 >201 Bmelde, u 7375 Basswood 1414,14,14.111410 A28 Blm 11 71@ Bmelde, u 7376 Green Ash 24 A29 Boxeldu 13 7203 Bmelder 14 Severe lean 7377 Elm 10 A30 BM 11 7A7 Bmelder 8 Nan-RBnifiont MS Green Ash 22 A31 Cn¢amvoad 3630 7A9 Bmeldm u 7379 Green Ash u Au Qdhhs road IS 72A 0melder IS 73117 .Red Cedar 3 A' 7KI33 C.—hod M16 73p1 Boxelder 14 7ID0 Green Ash to A34 pm 1S 7§D Boxelder a lean Ml Green Ash 11 J035 Boxelder 3628.A 73r6 Boxelder IZI1L 7301 Baswood 11 A36 Boaelder ]5 7307 Bm@ide, Ill Severe lean 73fli Bur Oak u AS7 Boxelder IS 7YB Bmelder 12 lean 7384 Basswood Al6.1A14.0 A38 ft dclar 34.u,A AA Bmelder a Seaere lean 7305 Dm 11 TA9 Boxelder A 73u emelde, au 7386 Basswood 30.2GA,18 A40 Bo=elder 14 71u Bmeldsr 12 7387 Boxelder u All Boxelder u nu B elder It. 7388 Mader 13 A@ Baxoder 16 7315 Bmelde, IL 7M Boeelder 11 Lean A43 Boxelder IS ]326 Bmelder A 7M Boselder u lean A44 pm 15,1R 7117 Bmelder A Severe lean ml Baswood 24 7D45 8axelde, 13 HIR - Bmetder-- u 7392 Sheen, 12 7D46 Boxetder 15 7319 Bweider 0 7393 Me 14 A47 Boxelder 15 73A Bmelde, A 7394 Red Cedar 3 10 Ala Meader IS MI Green Ash w 7E5 Green Ash u lean 7049 Baxelde, 12.17.12 7322 Boxelder u Teas Green Ash 11 Lean A50 Boxelder 12,16,12 m Blah Chem, IS 7 7 U. u T51 PO=elder 1012 M4 pm m 73% Baswood 13,12 A4 Boselder 12 7326 pm 8 NomRRnlf t 73A Baswood A,1R A53 Boxelde, IS 73Z7 V. A 740 Baswootl l;A T'64 Boxelder 2gS,20.22 73)8 pm 11 701 Red Oak 16 TOSS on, 13 7329 Red mk A 7472 Rd Oak 14 ASfi Bo=elder u 7330 Bmeldear 12.0 7d03 Basswood 14 TE7 Boxelder 14 Teel Red Oak A 7404 Red Oak 22 Dead A58 Boxelde, 13 T3u on, 11 7" Bnemuk Nlckary u A59 Soxelde, 15.12 733i Green Ash A 74% Res Oak u )1160 Soxelde, 15 7334 Bmelde, u 74D7 Basawoad u,u SCANNED PIONEEReneneetiV 2422 Eravp2s Ddw 16511681-1914 Atmd4u HdgM.MN551A Fee,. 6819988 wvv Piwmeag.cem 11@1t,10r[ I MATCH LINE Ir \ _ \; II I 171 y � e NM-4 0 n / \ WETLAND IN `It;% SAVED WOODLAND AREA - — -I. , _���' -- A SAVED 0 WOODLAND AREA c - PAR4 CITY PARK t; \7 r 5 S_ DESIGNED AND*ILT BY OTHERS ,17- PARK ELEMEN SHOWN FOR INFORMATIONAL PURPOSES ONLY PION_ EERepigi eeTi_„g 4i umze n..0 2422 Erveryntt pie 1651, 691-1914 Im.h awym. e:. p...0 "epmdry vr� MvHnu N h., MN 55120 Fv 6e 1-Mg �y 6 m".''T`� R A•' 1 1m.aot ll.mpm wvv.P,oneav,6.com ,u. aa.. S,vewNw.eaw. a D. LANDSCAPEPLAN KEY COMMON NAME SCIENTIFIC NAME ROOT QUANTITY SPECIAL INSTRUCT10N5 OVERSTORY TREES HB HACKBFRRY CELTIS OCQDENTAUS 2.5' B&B 14 HL THORNLESS HONEYLOCUST GLEDITSIA TRIACANTHOS INERMIS 2.5' BAB 16 NM NORT/WOODS MAPLE ACER RUBRUM NORT-IWOODS' 2.5' B!B 9 RB RIVER BIRCH ETULA NIGRA HERITAGE' CLUMP 16 BAB 29 RO RED OAK/OUERCUS RUBRA 25' B&B 17 SL SENTRY UNDEN UA AMERICANA 'SENTRY 25' B&B 16 SM SIENNA GLEN MAPLE ACER FREEMANII X 'SIENNA 0" 25' Ba 15 EVERGREQJ ,BEES BS BIACK HILLS SPRUCE/PICEA CIAUCA DENSATA i B&O 66 Y AVERAGE HEIGHT, 6' MINIMUM ORNAMENTAL TREES JTL JAPANESE TREE ULAC INGA RETICULATA SINGLE -STEM 2564B 20 WC PRAIRIRRE CRAB ALUS PRAIMFIRE' 25: BdB 17 SDC SNOWDRIFT CRAB/MA—US SNOWDRIFT 25' BdB 1} STC SUGAR TYKE CRAB ALUS SUGAR TYMC 2.5' B89 16 TREES ON PRIVATE LOTS TO BE PLANTED AFTER HOMES ARE BUILT. CITY PARK TO BE DESIGNED AND CONSTRUCTED BY OTHERS CONIFERS TO BE A MINIMUM OF 6' IN HEIGHT WITH AN AVERAGE OF 7'. FRONT YARD DECIDUOUS TREES MUST BE A MINIMUM OF 2.5". ALL OTHER DECIDUOUS TREES TO BE MINIMUM 1.5" W1TH AN AVERAGE OF 2.5" TOTAL NUMBER OF PROPOSED TREES: 248 REQUIRED NUMBER OF TREES: 248 (SEE TREE PRESERVATION PLAN FOR CALCULATIONS.) DECIDUOUS TREE PLANTING DETAIL CONIFEROUS TREE PLANTING DETAIL WT I A m ' //' \� �+ m �• m, , swmc � �1 vi.a.Twr T m¢1pY M9Zt"R uxn� wrs� >a� fr uao� -,T / � ttM9n � i s,aeuc o a� GRAPHIC SCALE �l FEET LEN-NAR 9:5 W AIL{TA BOLTEVARD FAST WAYZiTA. W—INE50T.A 55i 1 LANDSCAPE NOTES AT LAKEVIEW LI OF CNANHASSEN, MNNESOTA I C tolo Puee. Fq.aa.q WAY 212 — / a 1 11 NU y RE 21 _____ _ INS Lj 11 .k HL—lo .J r fill !r+�r RB_6., -+rf � __`\��, _ to 1111 1 . tN GR APHIC SCALE IN FEBT t V ` "co O 1 � 1 � 1� ♦ I A - �� f s- 11 1 ND AREA T 1 SAVED HB- t: WETLAND , a PI j V j� / ' MATCH LINE �i�eoc u�i.¢�`a sslm F"ce' wa�a�g_-L°m s:>lfam v.y.w VA] o.e LANDSCAPE PLAN ) m5WAv T Wmtv�AnnP�sr WAT TA MIIQJEWiA 55 1 VW CRANHASSFN. MPMESOTA L2 of 2 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952 227.11BO Fax: 952.227.1190 Engineering Phone. 952.227.1160 Fax: 952.227.1170 Rnann Phone: 952.227.1140 Fax: 952.227.1110 Park & Remotion Phone: 952,227,1120 Fax: 952.227.1110 MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Sharmeen Al-Jaff, Senior Planner DATE: December 13, 2010 DW- SUBJ: Lakeview Rezoning and Preliminary Plat Approval Planning Case #10-12 PROPOSED MOTION "The Chanhassen City Council approves the Lakeview subdivision and rezoning subject to the conditions of the staff report and adoption of the Planning Commission's findings of fact." City Council approval requires a simple majority vote. EXECUTIVE SUMMARY The developer is requesting to rezone 50.48 acres of property from RSF, Single Family Residential District, and R-4, Mixed Low -Density Residential, to RLM, Residential Low and Medium Density District; and preliminary plat approval to subdivide 50.48 acres into 66 lots and 4 outlots — Lakeview. The site is located northwest of the intersection of Lyman Blvd. and Lake Riley Blvd. Renabon Center and south of Highway 212. 2310 Coulter Boulevard PFax:952.227.14400 Fax: 952.227.1404 PLANNING COMMISSION SUMMARY Planning & The Planning Commission held a public hearing on December 7, 2010 to review the Natural Resources proposed development. The Planning Commission voted six for and none against a Phone:952.227.1130 motion recommending approval of the project. Fax: 952,227.1110 Pudic Works The Planning Commission expressed concern over the level of noise generated from 1591 Park Road Highway 212. Currently, there is a noise wall north of the development located east of Phone:952.227.1300 the subject site. A question was raised if MnDOT would be willing to extend the noise Fax:952.227.1310 wall to the west. MnDOT's policy regarding development adjacent to existing highways prohibits the expenditure of highway funds for noise mitigation measures. Senior Center PFax:952.227.1110 Fax: 952.227.1110 Staff is working with the applicant to evaluate the use of a privacy fence and mature trees along the north edge of the property to lessen the noise impact. A solution will be Web She presented with the final plat. www.d.chanhassen.mmus The Planning Commission minutes for December 7, 2010 are attached. Chanhassen is a Community for We - Providing for Today and Planning for Tomorrow Mr. Todd Gerhardt December 13, 2010 Page 2 RECOMMENDATION Staff and the Planning Commission recommend City Council approve the rezoning and preliminary plat for Lakeview. ATTACHMENTS 1. Planning Commission staff report dated December 7, 2010. 2. Rezoning Ordinance. 3. Planning Commission minutes dated December 7, 2010. giplan\2010 planning cases\10-12 lakeview\execu[ive summaryAm PROPOSED MOTION: "The Chanhassen City Council approves the Lakeview subdivision and rezoning subject to the conditions of the staff report." And, Adoption of the attached Findings of Fact and Recommendation. PROPOSAL: Rezoning of 50.48 acres of property zoned RSF, Single Family Residential District, and R4 Mixed Low -Density Residential, to RLM, Residential Low and Medium Density District; and Preliminary Plat to Subdivide 50.48 acres into 66 lots and 4 outlets — LAKEVIEW LOCATION: Northwest of the intersection of Lyman Blvd. and Lake Riley Blvd. and south of Highway 212 APPLICANT: US Home Corporation 934 East Wayzata Boulevard Wayzata, MN 55391 Attn Joe Joblonski (952)249-3014 ioe.iablonski0lennar.com PRESENT ZONING: RSF, Single Family Residential District and R4, Mixed Low Density Residential District 2020 LAND USE PLAN: Residential -Low Density (Net Density 1.2 - 4.0 units per acre) ACREAGE: 50.48 Acres DENSITY: Gross 1.3 Units/Acre Net 3.4 Units/Acre SUMMARY OF REQUEST: The applicant is requesting Rezoning of 50.48 acres of property zoned RSF, Single Family Residential District and R-4 Mixed Low -Density Residential, to RLM, Residential Low and Medium Density District; Preliminary Plat to Subdivide 50.48 Acres into 66 lots and 4 outlots — Lakeview. Staff is recommending approval with conditions. Notice of this public hearing has been mailed to all property owners within 500 feet. LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. Lakeview — Planning Case No. 10-12 December 7, 2010 Page 2 of 19 The City has a relatively high level of discretion in approving a rezoning because the City is acting in its legislative or policy making capacity. A rezoning must be consistent with the City's Comprehensive Plan. APPLICABLE REGULATIONS Chapter 18, Subdivision Ordinance Chapter 20, Article V1, Wetland Protection Ordinance Chapter 20, Article VH, Shoreland Management District Chapter 20, Article XIV, Division 1. RLM, Residential Low and Medium Density District PROPOSAUSUMMARY The applicant is requesting to rezone and subdivide a property located northwest of the intersection of Lyman Boulevard and Lake Riley Boulevard and south of Highway 212. Access to the site is gained off of Lyman Boulevard. All parcels are accessed via internal streets. ` AW t ,SU6JECT ' :� PROPERTY VILA v < o-f . per. "• fF.1P�T J� t +ef f `ry i Lakeview —Planning Case No. 10-12 December 7, 2010 Page 3 of 19 The applicant is proposing to replat 50.48 acres into 66 lots and 4 outlots. All lots are proposed to contain single family homes. The outlots will contain storm ponds, wetland and a park. A portion of the site is located within the shoreland overlay of Lake Riley (area within 1,000 feet of the Ordinary High Water mark of the lake). As such, the shoreland ordinance applies to that area. The property is zoned RSF, Single Family Residential District, and R4, Mixed Low Density Residential District. The proposal calls for rezoning the property to RLM, Residential Low and Medium Density District. The gross density of this subdivision is 1.3 units per acre and the net density is 3.4 units per acre. All lots are proposed to be served via internal streets. Street C will ultimately extend to the west when that property develops. A temporary turnaround is required at the western end of Street C. The applicant will be required to install a sign that reads "this Road Will Be Extended in the Future" to alert future homeowners. All of the proposed lots meet the minimum area, width, and depth requirements of the Zoning Ordinance with the exception of Lots 1 and 2, Block 4. These lots fall within the shoreland overlay district which requires the lots to maintain a 90-foot width at the setback line. The applicant is aware of the situation. This width can be easily adjusted by shifting property lines. The site consists of two parcels being assembled into one tract of land, and then subdivided. A MnDOT easement occupies the northwesterly portion of the site. The easement is proposed to be platted into an outlot. At the time of writing this report, staff had not received any comments from MnDOT; however, their staff contacted the City to make us aware that they are reviewing the plans and will be submitting comments. An existing storage building is located along the north side of the site must be removed. On November 30, 2010, the applicant held a neighborhood meeting. The applicant also met with the property owners west of the subject site to make them aware of the development. In summary, staff believes that the proposed subdivision is well designed. Minor revisions will be required. We are recommending that it be approved with conditions outlined in the staff report. BACKGROUND On February 25, 1991, the City Council approved the preliminary plat on the subject site for Lake Riley Hills subdivision (90-10 SUB). The plat consisted of 68 single-family lots. If a final plat is not filed within one year of the date of approval of the preliminary plat, it is considered void. A final plat was not filed. Lakeview —Planning Case No. 10-12 December 7, 2010 Page 4 of 19 REZONING The applicant is proposing to rezone the property from RSF, Single Family Residential District, and R4, Mixed Low Density Residential District, to RLM, Residential Low and Medium Density District. The area to the north is occupied by Highway 212, and the area to the east contains the North Bay development which is a High Density Development and is zoned Planned Unit Development - Residential. The area to the west is occupied by single family homes, guided Residential Low Density and is zoned Agricultural Estate District. The area to the south is zoned Planned Unit Development -Residential and is guided Low Density Residential. NORTH SOUTH EAST WEST DEVELOPMENT Highway 212 Springfield North Bay Single Family LAND USE N/A Residential Low Density Residential High Density Residential Low Density ZONING N/A PUD-R PUD-R A-2 Lakeview —Planning Case No. 10-12 December 7, 2010 Page 5 of 19 The 2020 Land Use Plan shows this area designated for development as Low Density Residential, 1.2 - 4.0 units per acre. Appropriate zoning for this land use is RSF, R4, RLM, or PUD-R. The applicant's proposal has a gross density of 1.3 units per acre and 3.4 units per acre net after excluding the streets, wetlands, storm ponds and park. This area is in the MUSA. Staff is recommending that this area be rezoned to RLM and finds that the rezoning is consistent with the Comprehensive Plan. PRELIMINARY PLAT The applicant is proposing to subdivide 50.48 acres into 66 lots and 4 outlots. Outlot A contains a wetland and a storm pond, Outlot B contains a park, Outlot C contains a drainage easement and a storm pond, and Outlot D contains a storm pond. The density of the proposed subdivision is 1.3 units per acre gross and 3.4 units per acre net after removing the wetland, roads, storm ponds and park. Lakeview —Planning Case No. 10-12 December 7, 2010 Page 6 of 19 All of the proposed lots meet the minimum area, width and depth requirements of the Zoning Ordinance with the exception of Lots 1 and 2, Block 4, that have deficient width. These lots fall within the shoreland overlay district which requires the lots to maintain a 90-foot width at the setback line. The applicant is aware of the situation. The widths can be easily adjusted by shifting property lines to meet ordinance requirements. Lots 1-9, Block 4 abut a wetland. The wetland is classified as a manage 2 wetland which requires a 20-foot wetland buffer and a 30-foot setback from the buffer. The proposed development plan provides for this 20-foot buffer with the exception of Lots 7 and 8, Block 4. The City allows for buffer averaging so long as it is a minimum of 16 feet in width. Further, the area of buffer that would otherwise be present shall be compensated for elsewhere along the wetland boundary. The applicant submitted 17 different house plans that could potentially be built within this development. Staff compared these house plans against all the lots and confirmed that the smallest and narrowest lots can accommodate a minimum of 2 house plans including a 10x10 foot patio, sidewalk and driveway. Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. WETLANDS One wetland exists on the property. This wetland was delineated in October of 2010 by Graham Environmental Services, Inc. Terry Jeffery of the City of Chanhassen reviewed the delineation on November 10, 2010. The applicant submitted the Application for Approval of Wetland Type and Boundary on November 18, 2010. This application was noticed for public comment as required under the revised Wetland Conservation Act on November 18, 2010. Comments are due to the City by December 13, 2010. Based upon the field review and a review of the submitted delineation report, the boundary appears to be accurately delineated with the following exception. Per the Department of the Army - Corps of Engineer Permit 95-00665-NW-GAE issued to the City of Chanhassen for the Yuma Wetland, the wetland on the subject property to the 868-foot contour is mitigation for the Yuma project. Therefore, no part of the delineated boundary may be below the 868-foot contour. This wetland is also a Public Water Wetland identified as 10-213 W. The Minnesota Department of Natural Resources has jurisdiction to the ordinary high water elevation of 865.3. The DNR has indicated that contingent upon the final plan, the DNR may or may not waive authority to the City but given the avoidance of any wetland impacts, that may be unnecessary. The proposed development plan does not result in any impacts to the wetland. The wetland is classified as a manage 2 wetland which requires a 20- foot wetland buffer and a 30- foot setback from the buffer. The proposed development plan provides for this 20-foot buffer with the exception of Lots 7 and 8, Block 4. The City allows for buffer averaging so long as it is a minimum of 16 feet in width. Further, the area of buffer that would otherwise be present shall be compensated for elsewhere along the wetland boundary. Lakeview — Planning Case No. 10-12 December 7, 2010 Page 7 of 19 The buffer must meet the requirements set forth in § 20-412. This includes a minimum of 51 % of the vegetation must be native. No noxious weeds may be present. The slopes must be reasonably stable. The applicant and the City should work together to assure that appropriate buffers are established or remain undisturbed as circumstances may warrant. Proper monumentation shall be provided as shown on the plan set provided to the City. SHORELAND REQUIREMENTS A portion of the proposed project lies within 1,000 feet of the ordinary high water level (OHW) of Lake Riley, a Minnesota DNR Public Water, and therefore is within the City's shoreland district. Lake Riley is a recreational development lake with an ordinary high water elevation of 865.3 feet above msl on the 1929 datum. Lot standards for non -riparian lots within the shoreland area for a recreational development lake must be a minimum of 15,000 square feet and have a minimum width of 90 feet at the building line (setback line). Lots I and 2, Block 3 are deficient in width. This can be rectified simply by adjusting property lines. GRADING, EROSION AND SEDIMENT CONTROL Since 28.86 acres will be disturbed, an NPDES General Stormwater Permit for Construction Activity will be required. A Storm Water Pollution Prevention Plan (SWPPP) has been created and submitted for review. As was identified in the SWPPP, Lake Riley is listed as an impaired water and the pollutant is nutrients. Since there is not an approved Total Maximum Daily Load Implementation Plan (TMDL) yet for Lake Riley, no waste load allocation has been established. Riley Creek is also impaired. The pollutant for Riley Creek is sediment. Again, no TMDL has been performed. However, every practicable management practice eliminating the possibility of sediment delivery to Lake Riley and, subsequently Riley Creek should be considered and, where appropriate, implemented. The applicant and their consultant have done a commendable job of showing the sequencing of erosion and sediment control best management practices. The details provided are consistent with City standards. As is noted in the SWPPP and in the plan set general notes, these are the minimum anticipated BMPs. Additional BMPs will likely be necessary as the project progresses and conditions change. These changes will need to be incorporated into the SWPPP. During grading of Street B the entire gully that originates under Lots 4 and 5, Block 2 should be filled and stabilized with blanket. This should be done so as to avoid additional tree loss. The provided SWPPP and grading detail were both exceptional preliminary plat submittals. As the grading plans are finalized and phasing is developed, changes will be necessary for the final plat submittal. A few changes are needed now as well. On sheet 8 of 13 notes 9 and 10 call for mulch, MnDOT Type 1. In those areas adjacent to preserved wetlands and woodlands, this mulch shall be Type 3 which is certified weed free. Specifically, all of Block 4 and any disturbed soils within Outlot A and Outlot B. Lakeview —Planning Case No. 10-12 December 7, 2010 Page 8 of 19 Temporary ponding has been shown on the erosion control plans as is required. It is likely that the permanent pond areas will be used for temporary ponding as well. In the event that these ponds are used temporarily, they will need to be cleaned out and restored to proposed plan conditions prior to final project approval. This shall be included as a note on the plan set. A turf establishment plan will be needed for final plat submittal. At a minimum, this plan shall call out a native seed mix in those disturbed areas within Outlot A. City staff recommends BWSR seed mix 32-291 or its equivalent in this area. This turf establishment plan will also need to address the species composition and possible vegetation establishment and control within the wetland buffer area as discussed in the wetland section. DRAINAGE AND TREATMENT Water quality treatment and runoff control will be provided through three detention ponds located throughout the property. These ponds will be referred to as 100, 200 and 300 as indicated on the plan set and the HydroCAD model. The proposed drainage areas post -development largely mimic pre -development conditions. One notable exception is that 2.686 acres will be directed to North Bay under the proposed conditions. City staff is currently reviewing North Bay to determine if there is adequate capacity in their storm sewer system. The applicant must provide calculations showing that there are no downstream capacity issues in the existing storm sewer conveyance. Of the three ponds, pond 300 is readily accessible for maintenance. Ponds 100 and 200 will be difficult to access. Pond 100 has 3:1 slopes from the ingress location to the NWL. While City code does allow for 3:1 side slopes, it would be beneficial if the applicant and their consultant were to evaluate how these slopes could be made less severe. At a minimum, a maintenance access road shall be provided This is also a requirement of the NPDES permit. As stated in Part III.C.1 of NPDES Permit No: MN R 100001 "Adequate maintenance access must be provided (typically 8 feet wide)..." Pond 200 has numerous access constraints and the location of the culvert from the MnDOT drainage easement limits the ability to install a retaining wall. However, it does appear that proposed manholes 221 and 222, as well as the outlet for this line, can be moved further south. This would allow for more area to create a maintenance access road. The applicant shall investigate this possibility and either incorporate this into their site design or provide adequate information to show why this is not feasible to do. To increase the life cycle of these ponds between requisite maintenance, the applicant shall install two -foot sumps at structures CBMH-104, MH-203 and MH- 222. City staff will work with consulting engineer in an effort to resolve access issues in both ponds. Street D shows a nm of nearly 400 feet without a CBMH. Additional data, in the form of sufficient spot elevations, needs to be shown from point of tangent to point of tangent of the cul-de-sac to demonstrate that adequate grade exists to drain the street without impoundment issues. If adequate grade does not exist, additional catch basin -manhole structures will be needed. Lakeview —Planning Case No. 10-12 December 7, 2010 Page 9of19 The developer's engineer will shift the storm sewer at the back of Lots 38 to 41, Block 3 further north in order to provide a larger unencumbered backyard area. The storm sewer west of Lots 4 and 5, Block 1 will remain as shown on the plan in order to maximize tree preservation. The emergency overflow elevation for the MnDOT drainage swale at the proposed Street B shall be indicated on the plan. The lowest opening of a building must be minimum 18 inches above an adjacent emergency overflow. Before final plat approval, hydraulic calculations will need to be provided. Of particular interest will be the volume at CBMH-204. Depending upon the volume of flow to this structure, the applicant may be required to provide a double catch basin The storm sewer alignment at the back of Lots 19 and 20, Block 3 must be adjusted to minimize the required drainage and utility easement. All storm sewer must be included within a drainage and utility easement. The easement needs to be adjusted at FES-201. Some potential off -site drainage issues have been observed. Additional information must be shown on the final grading plan to show how drainage from the Highway 212 berm will be directed into the existing flared end section located north of proposed Lot 27, Block 3. Also, based on the proposed grading, a low area will be created west and north of the Street C stub. The developer must work with the adjacent property owner to either grade out the low area, or install storm sewer to prevent water from ponding in the area. A draft P8 model for water quality estimation has been provided. According to this model, adequate treatment for total suspended solids (TSS) is provided. However, treatment for total phosphorus is lacking. This is finther problematic as Lake Riley has a known nutrient impairment. Total phosphorus removal must meet the minimum 60% removal and, if possible, higher removal rates should be sought. Additionally, because this does discharge within one (1) mile of Lake Riley and Riley Creek, and discharges to these water bodies, the conditions in Appendix A of the NPDES General Stormwater Permit for Construction Activity will need to be addressed. WATER OUALIXY AND WATER QUANTITY FEES The applicant shall apply for and obtain permits from the appropriate regulatory agencies and comply with their conditions of approval. Water quality and water quantity fees are based upon net developable acreage. For Lakeview this was calculated based upon the numbers provided in the plan set. The gross acreage of the property equals 50.48 acres. After deducting Outlots A, B, C, D and the public right-of-way, net developable acreage was determined to be 18.939 acres. Water quality fees for a low density residential development are calculated by multiplying net developable acres by $2,540/acre. Water quality fees were calculated to be $48,104.30. Water quantity fees are calculated by multiplying net developable acres by $3,640/acre. Water quantity fees were calculated to be $68,936.87. Credits are applied to water quality fees at a rate of 50% of the per acre water quality fee multiplied by the total number of acres treated in the on -site treatment features. In this case, 21.506 acres are Lakeview — Planning Case No. 10-12 December 7, 2010 Page 10 of 19 being treated on site based upon subcatchment areas 100, 200 and 300 shown in the Draft Stormwater Management Plan. In addition, a credit of $2,500 per skimmer structure is also granted. Three structures are proposed on this project. Total estimated credit is $34,812.62. The estimated SWMP fees due at final plat are $82,228.55. OTHER AGENCIES The applicant shall apply for and obtain permits from the appropriate regulatory agencies and comply with their conditions of approval. This may include a DNR dewatering permit, MPCA NPDES Permit of Construction Activity, and other permissions. EASEMENTS AND EXISTING CONDITIONS There are two easements within the development area. The Minnesota Department of Transportation (MnDOT) easement extends from the Highway 212 right-of-way in the northwest comer of the plat to the wetland in the southeast comer of the plat. All work and drainage discharge within this easement must be approved my MNDOT. A public drainage and utility easement exists on the north side of the property. A 12-inch trunk watermain lies within this easement and will be relocated within the platted right-of-way of the plat; therefore, the easement must be vacated. The existing building and gravel driveway on the north side of the side must be removed. STREETS The developer proposes to construct 31-foot wide local streets within 60-foot wide right-of-way throughout the development. Street B will provide access from Lyman Boulevard and will align with Springfield Drive to the south. The right-of-way at this location will be wider to accommodate an island. An encroachment agreement is required if the developer wishes to install an entrance monument at this location. Street A will connect with the North Bay development to the east. Streets B and D will be 90- foot diameter cul-de-sacs within 120-foot wide right-of-way. Street C will ultimately extend to the west when that property develops. A temporary turnaround is required at the western end of Street C. The development is adjacent to Lyman Boulevard and is therefore subject to the arterial collector fee at the time of final plat. SAWARY SEWER AND WATERMAIN The developer proposes to relocate the existing 12-inch trunk watermain that extends from the Highway 212 right-of-way that connects to the North Bay development. The relocated 12-inch trunk watermain will extend from the Highway 212 right-of-way, south within Street B, then east within Street A, connecting to the existing watermain within the North Bay development. The Lakeview — Planning Case No. 10-12 December 7, 2010 Page 11 of 19 developer will not be reimbursed the oversizing costs to realign this watermain since the work is development driven. The watermain within Street B between Lyman Boulevard and Street A shall be 8-inch. The proposed hydrant between Lots 3 and 4, Block 2 must be relocated to the intersection of Streets B and C. The proposed hydrant between Lots 3 and 4, Block 1 must be relocated to the intersection of Street B and Lyman Boulevard. PARK DEDICATION Comprehensive Park Plan The city's comprehensive park plan calls for a neighborhood park to be located within one-half mile of every residence in the city. Acquisition and development of Outlot B (4.83 acres) will satisfy this requirement for all the new homes being built in Lakeview. Additionally, hundreds of households currently residing in this park service area, and many more new households yet to be developed will call this "their" neighborhood park. The city retained Hoisington Koegler Group to prepare a basic concept plan for the proposed park area. The sketch plan includes an open field, wooded hillsides, trail loop, playground, half -court basketball, a small shelter, and parking area. Neighborhood Park Service Area Reflections at lake Riley we C Lakeview Neighborhood Park Concept jM City of Chanhassen, Minnesota Lakeview — Planning Case No. 10-12 December 7, 2010 Page 12 of 19 Comprehensive Trail Plan The city's comprehensive trail plan includes an existing trail along the south side of Lyman Boulevard at the site of the proposed Lakeview subdivision. An internal sidewalk system has been planned by the applicant to transport pedestrians in and around this new development to this existing trail amenity. No additional construction of trails and/or trail segments is required. TREE PRESERVATION/LANDSCAPING Tree canopy coverage and preservation calculations for the Lakeview development are as follows: Total upland area (excluding wetlands/parkland) 35.7 aces Total canopy area (excluding wetlands/parkland) 7.0 aces or 133,293 SF Baseline canopy coverage 19% Minimum canopy coverage allowed 25% or 388,773 SF/8.9 acres Proposed tree preservation 7.6% or 117,612 SF/2.7 acres The applicant does not meet minimum canopy coverage allowed; therefore, the difference between the ending coverage and existing coverage is multiplied by 1.2 to calculate the required replacement plantings. Difference in canopy coverage (7 ne 2.7 u) 43 acres or 187,308 SF Multiplier 1.2 Total replacement 224,769 SF Total number of trees to be planted 206 trees Additionally, the applicant must provide trees to meet the 25% minimum coverage required. The calculations are as follows: Total reforestation area (8.9 ac — 7 ac) 1.9 acres Required canopy coverage (1,089 sq ft per tree) 76 trees The total number of trees required for the development is 282. Applicant has proposed a total of 248 trees. An additional 34 trees must be added to the landscape plan. All replacements must meet minimum size requirements. Bufferyard requirements are as shown in the following table: Landscaping Item Required Proposed Bufferyard B — North 23 overstory trees 25 overstory trees property line, 1150' 34 understory trees 51 understory trees 57 shrubs 0 shrubs Bufferyard B — South 2 overstory trees 2 overstory trees property line, 100' 3 understory trees 4 understory trees 5 shrubs Existing vegetation Lakeview - Planning Case No. 10-12 December 7, 2010 Page 13of19 The applicant meets the standards for bufferyard plantings. An increased number of evergreens have been proposed in place of the shrubs. These trees will provide a lasting buffer with less maintenance needs. COMPLIANCE WITH ORDINANCE - WETLAND/SHORELAND/RLM DISTRICT Block Lot Area (SF) Buildable Area Lot Width at Front Setback Line Lot Depth Home Setback Wetland Setback 15,000 Shoreland 9,000 RLM 25% Shoreland 35%RLM 90' Shoreland 50' RLM 125' Shoreland 110' RLM Front/Rear/ Garage Side/ House Side 50' (30' Wetland +20'Buffer) 1 1 13,906 4,867.10 94.89 148 25/25/5/10 N/A 1 2 9,440 3,304.00 65.00 145.5 25/25/5/10 N/A 1 3 11,713 4,099.55 85A8 126.5 25/25/5/10 N/A 1 4 12,669 4,434.15 65.00 196 25/25/5/10 N/A 1 5 13,512 4,729.20 65.00 177 25/25/5/10 N/A 1 6 11,654 4,078.90 65.00 170.00 25/25/5/10 N/A 1 7 11,047 3,866.45 65.00 170.00 25/25/5/10 N/A 1 8 15,995 5,598.25 100.00 162.50 25/25/5/10 N/A 2 1 14,645 5,125.75 85.44 147.00 25/25/5/10 N/A 2 2 9,743 3,410.05 67.09 139.00 25/25/5/10 N/A 2 3 9,150 3,202.50 67.09 135.50 25/25/5/10 N/A 2 4 10,352 3,623.20 65.00 138.50 25/25/5/10 N/A 2 5 15,900 5,565.00 85.00 164.00 25/25/5/10 N/A 3 1 15,067 5,273.45 85.49 221.50 25/25/5/10 N/A 3 2 15,257 5,339.95 75.00 192.50 25/25/5110 N/A 3 3 12,627 4,419.45 75.00 169.50 25/25/5/10 N/A 3 4 12,456 4,359.60 75.00 152.50 25/25/5/10 N/A 3 5 10,722 3,752.70 75.00 140.00 25/25/5/10 N/A 3 6 10,500 3,675.00 75.00 140.00 25/25/5/10 N/A 3 7 10,500 3,675.00 75.00 140.00 25/25/5/10 N/A 3 8 10,500 3,675.00 75.00 140.00 25/25/5/10 N/A 3 9 10,500 3,675.00 75.00 141.00 25/25/5/10 N/A 3 10 11,241 3,934.35 75.00 144.00 25/25/5/10 N/A 3 11 16,724 5,853.40 112.59 170.00 25/25/5/10 N/A 3 12 19,317 6,760.95 1 111.21 171.00 25/25/5/10 N/A 3 13 9,806 3,432.10 65.00 153.00 25/25/5/10 N/A 3 14 9,938 3,478.30 65.00 153.00 25/25/5/10 N/A 3 15 9,225 3,228.75 65.00 142.00 25/25/5/10 N/A 3 16 9,476 3,316.60 65.00 146.00 25/25/5/10 N/A 3 17 9,727 3,404.45 65.00 150.00 25/25/5/10 N/A 3 18 9,978 3,492.30 65.00 153.50 25/25/5/10 N/A 3 19 13,861 4,851.35 89.65 146.50 25/25/5/10 N/A 3 20 15,039 5,263.65 1 95.40 155.00 25/25/5/10 N/A 3 21 10,005 3,501.75 65.00 154.00 25/25/5/10 N/A 3 22 9,861 3,451.35 65.00 152.00 25/25/5/10 N/A 3 23 11,414 3,994.90 65.00 154.00 25/25/5110 N/A 3 24 9,884 3,459.40 65.00 146.50 25/25/5/10 N/A 3 25 9,999 3,499.65 65.11 153.50 25/25/5/10 N/A Lakeview -Planning Case No. 10-12 December 7, 2010 Page 14 of 19 Block Lot Area (SF) Buildable Area Lot Width at Front Setback Line Lot Depth Home Setback Wetland Setback 15 000 Shoreland 9,000 RLM 25% Shoreland 35% RLM 90' Shoreland 50' RLM 125' Shoreland 1 10'RLM Front/Rear/ Garage Side/ House Side 50' (30' Wetland + 20' Buffer) 3 26 10,551 3,692.85 65.00 150.00 25/25/5/10 N/A 3 27 15,089 5,281.15 1 90.00 169.00 25/25/5/10 N/A 3 28 16,612 5,814.20 1 90.00 186.00 25/25/5/10 N/A 3 29 11,498 4,024.30 65.00 144.50 25/25/5/10 N/A 3 30 9,572 3,350.20 65.00 142.50 25/25/5/10 N/A 3 31 9,691 3,391.85 65.00 140.50 25/25/5/10 N/A 3 32 9,472 3,315.20 65.00 144.00 25/25/5/10 N/A 3 33 9,526 3,334.10 65.00 144.00 25/25/5/10 N/A 3 34 9,127 3,194.45 65.00 140.50 25/25/5/10 N/A 3 35 15 015 3,753.75 105.40 153.00 25/25/5/10 N/A 3 36 9,044 3,165.40 67.00 134.50 25/25/5/10 N/A 3 37 10,660 3,731.00 65.00 150.00 25/25/5/10 N/A 3 38 17,105 5,986.75 65.00 186.50 25/25/5/10 N/A 3 39 15,546 5,441.10 65.00 188.00 25/25/5/10 N/A 3 40 12,679 4,437.65 65.00 160.50 25/25/5/10 N/A 3 41 11,917 4,170.95 65.00 163.00 25/25/5/10 N/A 4 1 16,122 4,030.50 1 9 . 6* 166.60 25/25/5/10 50' (30'+20') 4 2 15,507 3,876.75 90.00* 170.00 25/25/5/10 50' (30'+20') 4 3 15,310 3,827.50 90.00 170.00 25/25/5/10 50' (30'+20') 4 4 16,313 4,078.25 90.00 168.00 25/25/5/10 50' (30'+20') 4 5 18,453 4,613.25 90.00 174.00 25/25/5110 50' (30'+20') 4 6 18,461 4,615.25 90.00 174.00 25/25/5/10 50' (30'+20') 4 7 16,333 4,083.25 90.00 168.00 25/25/5/10 50' (30'+20')** 4 8 15,009 3,752.25 90.00 166.00 25/25/5/10 50' (30'+20')** 4 9 15,090 3,772.50 90.00 168.50 25/25/5/10 50' (30'+20') 4 10 15,859 3,964.75 90.00 177.00 25/25/5/10 50'(30'+20') 4 11 16,804 4,201.00 90.00 179.00 25/25/5/10 50' (30'+20') 4 12 14,934 5,226.90 115.86 169.50 25/25/5/10 N/A OL A 630,265 OL B 210,385 OL C 211,866 OLD 22,577 ROW 298,960 *The lot width at the rear setback line must be adjusted to reflect 90 feet as required in the Shoreland Ordinance. **Welland buffer behind Lot 7 and Lot 8 of Block 4 shall be minimized to be coincidental with the rear lot -lines. The area of buffer that would otherwise be present shall be compensated for elsewhere along the wetland boundary. N/A Not Applicable ® Lots within Shoreland Overlay District. Lakeview — Planning Case No. 10-12 December 7, 2010 Page 15 of 19 SUBDIVISION FINDINGS 1. The proposed subdivision is consistent with the zoning ordinance. Finding: The subdivision meets all the requirements of the RLM, Residential Low and Medium Density and the Shoreland Overlay District with the exception of Lots 1 and 2, Block 4, which are deficient in width. This can be easily corrected by shifting some property lines. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city s comprehensive plan; Finding: The proposed subdivision is consistent with the subdivision ordinance. 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; Finding: The proposed site is suitable for development subject to the conditions specified in this report 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; Finding: The proposed subdivision is served by adequate urban infrastructure. 5. The proposed subdivision will not cause environmental damage; Finding: The proposed subdivision will not cause excessive environmental damage subject to conditions of approval. The proposed subdivision contains adequate open areas to accommodate house pads. The wetland is proposed to be protected. 6. The proposed subdivision will not conflict with easements of record. Finding: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. 7. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate stone water drainage. b. Lack of adequate roads. c. Lack of adequate sanitary sewer systems. d. Lack of adequate off -site public improvements or support systems. Fin in: The proposed subdivision will have access to public utilities and streets. Lakeview —Planning Case No. 10-12 December 7, 2010 Page 16 of 19 RECOMMENDATION Staff recommends the Planning Commission adopt the following motions: "The PlapAiiit CowAnissiefi Feeoffimend apprevel e€ City Council approves Planning Case #10-12 to rezone 50.48 acres of property zoned RSF, Single Family Residential District, and R- 4 Mixed Low -Density Residential, to RLM, Residential Low and Medium Density District for Lakeview Subdivision contingent upon final plat approval, as shown in plans dated received November 5, 2010, and adoption of the findings of fact." PRELIMINARY PLAT "The Planning meam appFevel of City Council approves the preliminary plat for Planning Case #10-12 for Lakeview Subdivision for 66 lots and 4 outlots as shown on the plans received November 5, 2010, subject to the following conditions and adoption of the findings of fact: 1. The applicant shall add 34 trees to its total for tree planting. The landscape plan shall show at total of 282 trees to be planted. 2. All trees proposed to be preserved shall be protected by tree preservation fencing. Fencing shall be installed prior to grading. 3. All work and drainage discharge within the MnDOT easement must be approved by MnDOT. 4. The public drainage and utility easement on the north side of the development must be vacated. 5. The existing building and driveway on the north side of the site must be removed. 6. Based on the proposed grading a low area will be created west and north of the Street C stub. The developer must work with the adjacent property owner to either grade out the low area, or install storm sewer to prevent water from ponding in the area. 7. The developer's engineer will shift the storm sewer at the back of Lots 38 to 41, Block 3, further north in order to provide a larger unencumbered backyard area. 8. The storm sewer alignment at the back of Lots 19 and 20, Block 3 must be adjusted to minimize the required drainage and utility easement. 9. The lowest opening of a building must be minimum 18 inches above an adjacent emergency overflow. Lakeview — Planning Case No. 10-12 December 7, 2010 Page 17 of 19 10. Additional information must be shown on the final grading plan to show how drainage from the Highway 212 berm will be directed into the existing flared end section located north of proposed Lot 27, Block 3. 11. An encroachment agreement is required if the developer wishes to install an entrance monument at the Street B intersection of Lyman Boulevard. 12. A temporary turnaround is required at the western end of Street C. 13. The development is adjacent to Lyman Boulevard and is therefore subject to the arterial collector fee at the time of final plat. 14. The developer will not be reimbursed for the relocation cost of the 12-inch watermain since the work is development driven. 15. The watermain within Street B between Lyman Boulevard and Street A shall be 8-inch. 16. The delineated wetland boundary must be moved so that no portion of the boundary is located at an elevation less than the 868-foot contour. 17. The delineated wetland boundary will not be considered approved until the public comment period has ended on December 13, 2010. 18. The wetland buffer behind Lot 7 and Lot 8 of Block 4 shall be minimized to be coincidental with the rear lot lines. The area of buffer that would otherwise be present shall be compensated for elsewhere along the wetland boundary. 19. The applicant, with the assistance of the City, must show that adequate capacity exists within the North Bay storm sewer system to accommodate the proposed drainage area to be directed to North Bay. 20. The NPDES General Stormwater Permit for Construction Activity must be applied for and obtained prior to any earth -disturbing activities. Proof of this must be provided to the City. 21. Reasonable efforts must be made to provide a maintenance access road to ponds 100 and 200 in compliance with City Code and the NPDES General Stormwater Permit for Construction Activity. 22. Additional data must be provided for cul-de-sac D to demonstrate sufficient grade for adequate drainage. 23. A minimum of two feet of separation must be provided between the emergency overflow for the MnDOT drainage swale and the low floor opening for Lot 5, Block 2. 24. Two -foot sumps shall be included with structures CBMH-104, NM-203 and MH-222. Lakeview — Planning Case No. 10-12 December 7, 2010 Page 18 of 19 25. All storm sewer shall be within a drainage and utility casement. 26. Hydraulic calculations shall be provided to the City for review and approval before the final plat can be issued. 27. Mulch, MnDOT Type 3, certified weed free shall be used in all of Block 4, Outlot A and Outiot B whenever mulch is called for. 28. The remainder of the gully which originates under Lots 4 and 5, Block 2 shall be filled in. This shall be done in such a manner as to avoid additional tree loss and the introduction of weeds and invasive species. 29. The estimated SWMP fees, in the amount of $82,228.55, are due at the time of final plat. 30. Phosphorus removal will need to meet the minimum 60% removal rate and should maximize that to the greatest extent practicable. 31. The applicant shall be responsible to assure that all other agency permissions are applied for and resulting conditions are met. 32. A Landowner Statement and Contractor Responsibility form will need to be filled out and submitted to the LGU (City of Chanhassen) and the DNR. The form can be found at: htty://www.bwsr.state.mn.us/wedands/forms/Contractor Resoonsibilitv.doc 33. Appendix A C.1 and C.2 must be addressed including: a. Exposed soil areas must be stabilized as soon as possible but never later than seven (7) days. b. A discussion of the feasibility of infiltration and the appropriate response to these findings. 34. Building Official Conditions: a. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigative and proposed mitigation reports. b. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. c. Retaining walls over four feet high must be designed by a professional engineer and require permits, inspections and final approval. d. Each lot must be provided with separate sewer and water services. e. The developer and or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Lakeview —Planning Case No. 10-12 December 7, 2010 Page 19 of 19 35. Fire Marshal conditions: a. Submit street names to Building and Fire Marshal for review and approval. b. No burning permits will be issued. Tress, scrubs etc. must be removed from the site or chipped. c. Mains and fire hydrants shall be installed and made serviceable prior to combustible construction. d. A three-foot clear space must be maintained around fire hydrants. e. Temporary street signs shall be installed as soon as construction begins. Signs shall be of an approved size as required by the Chanhassen Fire Marshal. They shall be weather - resistant and maintained until replaced by permanent signs. £ Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during time of construction except when approved alternate methods of protection are provided. g. The proposed hydrant between Lots 3 and 4, Block 2 must be relocated to the intersection of Streets B and C. h. The proposed hydrant between Lots 3 and 4, Block 1 must be relocated to intersection of Street B and Lyman Boulevard. 36. The lot width at the rear setback line for lots 1 and 2, Block 4, must be adjusted to reflect 90 feet as required in the Shoreland Ordinance. 37. Successful transfer of Outlet B (4.83+ acres) to the City of Chanhassen concurrent with the final plat through a combination of dedication (3.08+ acres) and fee purchase (1.75+ acres) at a cost of $112,716 per acre, for development and use as a public neighborhood park. 38. A sign reading "This Road Will Be Extended in the Future" shall be placed at the west end of Street C. 39. The applicant shall work with staff to evaluate the use of a privacy fence and vegetation along the north edge of the property to lessen the noise impact from Highway 212. A solution will be presented with the final plat." ATTACHMENTS 1. Findings of Fact. 2. Development Application. 3. Affidavit of Mailing and Public Hearing Notice. 4. Preliminary plat dated received November 5, 2010. g:\plan\2010 planning cases\I0-12 lakeviewVtaff report pc.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of US Home Corporation — Planning Case No. 10-12, Lakeview Development Request for Preliminary Plat creating 66 lots, 4 outlots and right-of-way for public streets (50.48 acres); and a Rezoning of 50.48 acres of property zoned RSF, Single Family Residential District, and R-4 Mixed Low -Density Residential, to RLM, Residential Low and Medium Density District located northwest of the intersection of Lyman Blvd. and Lake Riley Blvd. and south of Highway 212. On December 7, 2010, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of US Home Corporation for a single-family residential development. The Planning Commission conducted a public hearing on the proposed development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned RSF, Single Family Residential District and R4, Mixed Low Density Residential District. 2. The property is guided in the Land Use Plan for Residential — Low Density 3. The legal description of the property is described on the attached Exhibit A. 4. Subdivision Findings: a. The proposed subdivision is consistent with the zoning ordinance; the subdivision meets all the requirements of the RLM, Residential Low and Medium Density and the Shoreland Overlay District with the exception of Lots 1 and 2, Block 4, which are deficient in width. This can be easily corrected by shifting some property lines. b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; the proposed subdivision is consistent with the subdivision ordinance. c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; the proposed site is suitable for development subject to the conditions specified in this report. d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; the proposed subdivision is served by adequate urban infrastructure. e. The proposed subdivision will not cause environmental damage; the proposed subdivision will not cause excessive environmental damage subject to conditions of approval. The proposed subdivision contains adequate open areas to accommodate house pads. The wetland is proposed to be protected. f. The proposed subdivision will not conflict with easements of record, but rather will expand and provide all necessary easements. g. The proposed subdivision is not premature. It will have access to public utilities and streets. 5. Rezoning Findings: The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse effects of the proposed amendment. The six (6) effects and our findings regarding them are: a. The proposed zoning has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. b. The proposed zoning is or will be compatible with the present and future land uses of the area. c. The proposed zoning conforms with all performance standards contained in the Zoning Ordinance. d. The proposed zoning will not tend to or actually depreciate the area in which it is proposed. e. The proposed zoning can be accommodated with existing public services and will not overburden the city's service capacity. £ Traffic generation by the proposed use within the zoning district is within capabilities of streets serving the property. 6. The planning report #10-12 dated December 7, 2010, prepared by Sharmeen Al-Jaff etal, is incorporated herein. 2 The Planning Commission recommends that the City Council approve the proposed development including a Preliminary Plat creating 66 lots, 4 outlots and right-of-way for public streets (50.48 acres); and Rezoning of 50.48 acres of property zoned RSF, Single Family Residential District, and R-4 Mixed Low -Density Residential, to RLM, Residential Low and Medium Density District. ADOPTED by the Chanhassen Planning Commission this 71s day of December, 2010. Its Chairman Legal Description for Preliminary Plat Purposes Only Al that part of Government Lot 2 and the Northwest Quarter of the Northeast Quarter of Section 24. Township 116. Range 23, Carver County, Minnesota, lying south of MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-17, according to the recorded plat thereof, said Carver County and lying northerly of the centerline of Lyman Boulevard per Dec. No. T90333 and 189939. Said centerline is described as follows: Beginning at the west quarter comer of said Section 24; thence South 89 degrees 08 minutes 52 seconds East, where the eost—west quarter line boors South 89 degrees 47 minutes 54 seconds East, a distance of 2186.62 feet; thence easterly, a distance of 28.00 feel, along a tangential curve, concave to the north, having a radius of 800.00 feet and o central angle of 02 degrees 00 minutes 19 seconds; thence North 88 degrees 50 minutes 49 seconds East, a distance of 629.36 feet; thence easterly, a distance of 11.92 feet, along a tangential curve, concave to the south, having a radius of 800.00 feet and a central angle of 00 degrees 51 minutes 14 seconds; thence North 89 degrees 42 minutes 03 seconds East, a distance of 592.50 feet; thence northeasterly, a distance of 550.91 feet, along a tangential curve, concave to the northwest, having a radius of 450.00 feet and a central angle of 70 degrees 08 minutes 38 seconds; thence North 19 degrees 33 minutes 26 seconds East, a distance of 149.08 feet; thence northeasterly, easterly end southeasterly, a distance of 954.67 feet, along a tangential curve, concave to the south, hoeing a radius of 510.00 feet and a control angle of 107 degrees 15 minutes 06 seconds and there terminating. 11 CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, RAN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Planning Case No. (O — l a CITY OF CHANHASSEN RECEIVED NOV 0 5 2010 CHANHASSEN oLAUNING DEP' Applicant Name and Address: Property Owner Name and Address: tJs t(vwv c�.��_,f; f.LC_ �13s GaSf iJn.la=:-r:� 31,,.>! ESL /3..w ..��a G✓ _ �)t,j S`S.3`)r iJAacr4wr. Atw.J 5-S3/7 Contacts f * a .t., Contact: J&w.j taJ:..at 6„L , .• Pek., Phone: YS2 - ay i-3oiy Fax: 9s 2 - Zq i - Zo7 Phone: Fay z — Emall:_ 40e-4k6b.,54i a te.N.,41 efq M_ Email: dave..7ekaine�E NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning 4 00 Sign Permits Sign Plan Review Y Site Plan Review (SPR)* Subdivision* \Sq0 Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign —$200 ZOO (City to install and remove) X Escrow for Filing Fees/Attomey Cost` - $50 CUP/SPRNACNAR/WAP/Metes & Bounds $450 Minor SUBS S! D TOTAL FEE $ An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. *Five (5) full-size folded copies of the plans must be submitted, including an 8'/Z" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. PROJECT NAME:L—AKEME-A%, It ( T F;3 LOCATION: ggiU L•R% f2tie' IJ(QL LEGAL DESCRIPTION AND PID: &c6--al 5` ✓%fifgc�l � �i�.. a/�+r SFicr.Ti TOTAL ACREAGE: D• `q1—� WETLANDS PRESENT. h YES NO PRESENT ZONING: n f2-S F - REQUESTED ZONING: I`'LVv� f( I PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: SGG A—,u-Ler1 r t fcr/✓a I VE FOR SITE PLAN REVIEW: Include number of existing employees: and new employees This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the speck ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal- A written notice of application deficiencies shall be marled to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. i0 1 (. G oil Date giplanUorrm\development review application. doc Lakeview City of Chanhassen Introduction U.S. Home Corporation, d/b/a Lennar is proposing to develop Lakeview in a manner that is sensitive to the environment and surrounding area. Our proposal includes 66 homes that will offer dynamic housing opportunities that accompany the creation of a fantastic new neighborhood that the City of Chanhassen will be proud of. Background/History The property was once a much larger piece of land. Improvements to public infrastructure including the upgrading of Lyman Boulevard and Construction of Highway 212 have cut this into multiple parcels. Recently a lot split was recorded that allowed the parcel that makes up this application to stand on its own. Property Description The site consists of approximately 50 acres of land nestled between Highway 212 and Lyman Boulevard. The natural topography of the site gradually slopes from North to South creating the opportunity for outstanding views of a large wetland complex and Lake Riley. A thoughtful approach to site planning helped minimize the impacts of Highway 212. While available for development, the property has sat idle for several years. City Standards • Surrounding Land Uses within 500 feet Residential developments of varying densities surround the site to the South, West, and East. To the West is a conglomeration of several acreage parcels that are not currently served by City sewer and water and have the opportunity to develop in the future. To the South is the Springfield neighborhood that follows traditional sized residential lots. To the East you will find the higher density North Bay neighborhood. North Bay is made up of attached and detached townhomes. Directly to the North is highway 212. Lakeview lends a perfect opportunity to transition the differing densities between North Bay and Springfield. • Zoning Classification The site is currently zoned Low Density Residential. We are proposing to change the zoning to Residential Low -Medium (RLK. This application is appropriate in Lakeview because nearly 50% of the land is unusable due to various easements and the large wetland complex. The change also provides the opportunity to transition density between North Bay and Springfield. Lot Description The new plan follows guidelines established in the RLM zoning district. This application is appropriate in Lakeview because nearly 50% of the land is unusable due to various easements and wetlands. Lakeview will be comprised of a mix of 65', 75', and 90' wide homesites. Careful consideration was taken in planning lot sizes that will allow future residents of the Community the ability to make modifications to their home and landscape. Included on the `Site Plan' sheet is information pertaining to the impervious coverage of some of our most popular house plans. An average impervious calculation for homes on the 65' wide homesites is 2,900 square feet. The smallest proposed homesite in Lakeview allows for maximum impervious coverage of 3,165 sq ft. The difference allows the homeowner reasonable room for improvements. The average lot size allows for 4,458 sq feet of impervious coverage. The impervious calculation on the largest home we are proposing is 3,907, but would more likely be placed on the largest homesites. The maximum impervious surface will be shown on the homeowners lot survey and will be disclosed to the homeowner as they are considering a purchase. A restrictive covenant will be recorded against each homesite that will prevent the ability to exceed the maximum impervious surface. Building Plans/Product Information Extensive research on housing availability and market conditions within the City of Chanhassen has guided us in putting together a product portfolio that includes an architecturally interesting variety of homes, and price points, that meet mulitple buyer niches. • Landmark Series - Designed with efficiency in mind, the Landmark series meets the demands of today's challenging housing market by offering a fantastic value. A relatively new concept in the City of Chanhassen, the Landmark series is planned specially for 65' wide homesites. Typical footprints are 50' wide allowing the ability to maintain setbacks designated by zoning standards. A variety of houseplans and elevations make up this series offering square footages ranging from 2,200 sq ft to 2,800 sq ft plus the ability to finish the basement to add footage to the home. With families in mind, the homes include four bedrooms, a large open living space on the main level, a master suite, mud room, and three car garage. Sixty-five foot wide lots allow the ability to preserve open space without compromising the integrity of the neighborhood. An interesting streetscape will be maintained through the incorporation of a variety of elevations, materials, and color packages. Lots are arranged in a manner that will include an assortment of walk -outs, look -outs, and flats. Based on today's market research we anticipate these homes to start with pricing in the mid $300,000's. 2 Classic Heartland Series - The recently upgraded Heartland series is designed for the 75' wide homesites with the move up buyer in mind. A variety of house plans will be offered ranging from 2,600 sq ft to 3,300 sq ft. plus the ability to finish the basement to add additional footage to the home. These well thought out plans typically include four bedrooms, a large open living space on the main level, master suite, craft room, and three car garage. No deviation from R-1 standards is requested in the large lot area. An interesting streetscape will be maintained through the incorporation of a variety of elevations, materials, and color packages. Based on today's market research we anticipate these homes to start with pricing in the upper $400,000's. Currently, we are also planning this series on the larger homesites that back up to the wetland. By offering smaller plans on the shoreland district homesites, we will allow the opportunity for those owners to do more extensive landscaping without sacrificing impervious surface regulations. The market ultimately dictates what price people looking for a new home are willing to pay and what features they want included in with that price. All house plans follow Lennar's signature "Everything you want, Everything you need" marketing platform which includes features built into the home that may typically be considered 'upgrades'. Additionally, each home will showcase Lennar's PowerSmart program that builds homes to save energy, money and the environment with state-of-the-art construction techniques and materials. Homeowners Association(s) A Homeowners Association will be established to enforce restrictive covenants and provide architectural guidelines and control. The intention of the Homeowner Association is to uphold the integrity of the neighborhood. We are electing to minimize private improvements and the maintenance responsibilities that can burden the Homeowners Association. The Association will ultimately be responsible for any areas that are not owned by the City of Chanhassen or a private lot owner. Phasing We are projecting to build through the project over the course of several years. Tentatively, phase one will consist of 32 homes starting along Lyman Blvd. working to the North. At this time we believe Phase I will include Block 1, Block 2, Lots 1-19 of Block 3, and Lots 1-2 of Block 4. It is our desire to begin development work on the initial phase as weather permits in the spring of 2011. Based on site conditions, it is likely mass grading will need to occur in one phase. Due to the volatility of today's economy and housing market it is very difficult to predict responsible project phasing. Timing and phase sizes will ultimately be dictated by market conditions and our ability to sell through finished homesites. Park dedication and Open Space The City of Chanhassen has identified the need for a neighborhood park in this general area. City code requires one acre of land dedication for every 75 persons. Each single family household is assumed to have 3.5 residents. Based on this formula Lakeview will generate 231 residents (3.5 X 66) and require land dedication of 3.08 acres. Park dedication has been accommodated by providing 4.83 acres along Lyman Boulevard (Outlot B). We would like to further discuss the acquisition of the additional acreage. Sidewalk is provided on one side of the street to encourage pedestrian flow to the park. Environmental Impacts Wetlands - A wetland application has been submitted in conjunction with the preliminary subdivision application. One large wetland complex (10.40 acres) is identified along the South East boundary of the site. The wetland delineation report suggests it to be a Type 1 wetland. The site plan is designed to have minimal impact to the existing wetland. No deviation from City ordinance related to Wetland Buffering is requested with this application. Tree Preservation — Site planning with consideration of the existing features has allowed the development to have as little impact on trees as feasible. The existing tree canopy is made up primarily of Boxelder species that are 10-13" in diameter. City's requirements for tree canopy area will be met trough the planting of 248 additional trees on the site. Field adjustments will be considered to help minimize the unnecessary removal of trees. • Water Quality — Water quality will be managed through the incorporation of on - site ponding and other appropriate erosion control measures. A Storm Water Pollution Prevention Plan (SWPPP) is included with this application. Lennar is committed to following stormwater policies enacted by the City of Chanhassen and the Minnesota Pollution Control Association (MPCA). Neighborhood Meetings Existing residents surrounding the Lakeview property are very important to the success of the Community. As of the date of this application we have met with the neighbors immediately to the West and intend to hold a neighborhood open house in the near future. Summary Lennar has a long history of building successful Communities in the City of Chanhassen under the names of Orrin Thompson Homes and Lundgren Bros. Construction. We are very excited for the opportunity that lends itself through the careful development of this fantastic property and ask for your support. 4 Project Team Owner: Klinglehutz, LLC Developer: U.S. Home Corporation Builder: Lennar Corporation Primary Contact: Joe Jablonski Planner/Engineer/Surveyor: Pioneer Engineering Wetland Specialist: Graham Environmental Services Landscape Architect: Pioneer Engineering Legal Council: Leonard Street and Deinard Association Manager: Community Development, Inc. Project summary (US Home/Lennar) Total Homesites — 66 Total area = 50.8428 (Gross) Density units per acre = 2.5227 DU/Acre Open Space = 24.6807 Acres 65' Wide SFD Homesites — 43 Minimum Lot Size — 9,044 sq ft 75' Wide SFD Homesites — I I Minimum Lot Size—10,500 sq ft 90' Wide SFD Homesites —12 Minimum Lot Size-14,934 sq ft * * Note: All Lots within the 1000' Shoreland Overlay are a minimum of 15,000 sq ft CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on November 24, 2010, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for Lakeview — Planning Case 2010-12 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and orn to before me this S� day of 2010. Notary Pu is f KIM T. MEUWISSEN Notary Public -Minnesota MY Commission Expires Jan 31, 2015 Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, December 7, 2010 at 7:00 P.M. This hearing may not start until later in the evenino, dependino on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Rezoning from Residential Single Family (RSF) and Proposal: Mixed Low -Density Residential (R4) to Residential Low -Medium (RLM); and Subdivision of approximately 50 acres into 66 lots and 4 outlots - LAKEVIEW Applicant: US Home Corporation (DBA Lennar Property Northwest of the intersection of Lyman Blvd. and Lake Riley Location: Blvd. and south of Highway 212 A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/serv/plan/l0-12.html. If you wish to talk to someone about this project, please contact Sharmeen Questions & AI-Jaff by email at saliaff@ci.chanhassen.mn.us or by phone Comments: at 952-227-1134. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519,99 requires all applications to be processed within 60 days unless the applicant waives this stantlard, Some applications due to their complexity may take several months to complete, Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokespersonlrepresentative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have somethho to be included in the report, please contact the Planning Staff person named on the notification. Date & Time: Tuesday, December 7, 2010 at 7:00 p.m. This hearing may not start until later in the evening,depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Rezoning from Residential Single Family (RSF) and Proposal: Mixed Low -Density Residential (1914) to Residential Low -Medium (RLM); and Subdivision of approximately 50 acres into 66 lots and 4 outlots - LAKEVIEW Applicant: US Home Corporation (DBA Lennar Property Northwest of the intersection of Lyman Blvd. and Lake Riley Location: Blvd. and south of Highway 212 A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1 • Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/serv/plan/10-12.html. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by email at saliaff@ci.chanhassen.mn.us or by phone Questions & at 952-227-1134. If you choose to submit written comments, it Comments: is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland Alterations, Rezonings, comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommentlation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokespersordrepresentative is encouraged to provide a contact for the city, Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any Interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. ALAN T & TINA M LEE BANK OF NEW YORK TRUSTEE BEVERLY ANN SPORRE 421 LYMAN BLVD 400 COUNTRYWIDE WAY MS: SV-35 166 LAKEVIEW RD E CHANHASSEN, MN 55317-8656 SIMI VALLEY, CA 93065-6298 CHANHASSEN, MN 55317-7625 CAROLE K BASTASZ DANIEL W & SALLY A RYAN DAVID C MAJOR 179 LAKEVIEW RD E 9025 SUNNYVALE DR 158 LAKEVIEW RD E CHANHASSEN, MN 55317-7625 CHANHASSEN, MN 55317-8639 CHANHASSEN, MN 55317-7625 DAVID L ANDERSON DEVON L ANDERSON GRANT & ELAINE CASANOVA 290 GREENLEAF CT 178 LAKEVIEW RD E 174 LAKEVIEW RD E CHANHASSEN, MN 55317-7631 CHANHASSEN, MN 55317-7625 CHANHASSEN, MN 55317-7625 GREGORY R RENBERG JAIME W & LISA H LAUGHLIN JAMES & ANDREA SWEENEY 282 GREENLEAF CT 376 SUMMERFIELD DR 296 GREENLEAF CT CHANHASSEN, MN 55317-7631 CHANHASSEN, MN 55317-7628 CHANHASSEN, MN 55317-7631 JEREMY LAUGHLIN JOAN M LUDW IG JOYCE A BENNETT 8784 NORTH BAY DR 9005 LAKE RILEY BLVD 8789 NORTH BAY DR CHANHASSEN, MN 55317-7624 CHANHASSEN, MN 55317-8650 CHANHASSEN, MN 55317-7624 JUDD C & SHIRLEY R MORGAN KATHLEEN M LUCE KENT A HOVE 161 LAKEVIEW RD E 165 LAKEVIEW RD E 177 LAKEVIEW RD E CHANHASSEN, MN 55317-7625 CHANHASSEN, MN 55317-7625 CHANHASSEN, MN 55317-7625 KLINGELHUTZ DEVELOPMENT CO LAURA MARIE COOPER LESLIE M BERGSTROM 350 CHASKA BLVD 9015 LAKE RILEY BLVD 8781 NORTH BAY DR CH ASKA, MN 55318-0089 BOX 89 CHANHASSEN, MN 55317-8650 CHANHASSEN, MN 55317-7624 LISA M LANG MARGARET W NICHOLS MARK W LINDNER 170 LAKEVIEW RD E 182 LAKEVIEW RD E 8785 NORTH BAY DR CHANHASSEN, MN 55317-7625 CHANHASSEN, MN 55317-7625 CHANHASSEN, MN 55317-7624 MARY BETH MAKI MATTHEW J THILL MITCHELL S & CINDY L VENESS 150 LAKEVIEW RD E 8790 NORTH BAY DR 8794 NORTH BAY DR CHANHASSEN, MN 55317-7625 CHANHASSEN, MN 55317-7624 CHANHASSEN, MN 55317-7624 NGA DOAN NICOLE A DELANEY NICOLE M EVENSON 8799 NORTH BAY DR 8793 NORTH BAY DR 8797 NORTH BAY DR CHANHASSEN, MN 55317-7624 CHANHASSEN, MN 55317-7624 CHANHASSEN, MN 55317-7624 NORTH BAY HOMEOWNERS ASSN QUIRIN & MARIA MATTHYS RACHEL WIDMER INC 8795 NORTH BAY DR 8791 NORTH BAY DR ROSEVILLE, MN 55113-1128 2681 LONG LAKE CHANHASSEN, MN 55317-7624 CHANHASSEN, MN 55317-7624 RICHARD J CHADW ICK 9530 FOXFORD RD CHANHASSEN, MN 55317-8681 SEAN D & LEANNE M CONNELLY 396 SUMMERFIELD DR CHANHASSEN, MN 55317-7628 STEVEN P & SANDRA L NORDLING 281 GREENLEAF CT CHANHASSEN. MN 55317-7631 TIMOTHY D & PATRICIA L BESSER 400 LYMAN BLVD CHANHASSEN, MN 55317-8655 ROBERT & SUZANNE JANSSEN 162 LAKEVIEW RD E CHANHASSEN, MN 55317-7625 SPRINGFIELD HOMEOWNERS ASSN 730 FLORIDA AVE S GOLDEN VALLEY, MN 55426-1704 TARY JANE ADAMS 154 LAKEVIEW RD E CHANHASSEN. MN 55317-7625 TIMOTHY P AMLIE 8796 NORTH BAY DR CHANHASSEN, MN 55317-7624 SCOTT A & MICHELE M WALKER 9031 SUNNYVALE DR CHANHASSEN, MN 55317-8639 STATE OF MINNESOTA - DOT 395 JOHN IRELAND BLVD 631 TRANSPORTATION BLDG ST PAUL, MN 55155-1801 TERI R HELLING 8780 NORTH BAY DR CHANHASSEN, MN 55317-7624 TODD A & SHELLEY L LEONE 275 GREENLEAF CT CHANHASSEN, MN 55317-7631 WAYNE E ANDERSON JOE JABLONSKI JOHN KLINGELHUTZ 181 LAKEVIEW RD E US HOME CORPORATION KLINGELHUTZ, LLC CHANHASSEN, MN 55317-7625 935 EAST WAYZATA BLVD 552 BAVARIA ROAD WAYZATA, MN 55391 CHASKA, MN 55318 LHOEND LnnPw Pnwomo o[ecmrr•x u � I.PPANNKI N— i+s�`iwu winPv.IN —I- I— P.mrosP w.rzPNAm <-= owpbSLP SANIrAPy�p P o• rA ,A.. PP NN`�p,[ nxnn o m r.xn o • •[Nlr — _ — LNVIxc srwv ssw[n a— nnonrw�n arwl ssN[n Mu yuiw «, PO rolrmm Lm[ .0 . I. =P � ewoatP sror n[v.naN ��♦ I ttlW[wr[0 RR..W uH • rtMU ---- -- - - -- .AYLNrlM6 o-.NLL I -AAA OBiNMNWs 9Ml.tt S a,A.[ 8 La IA. aN.".. fA UMI 9IAL WID � [v n.rU K4 [IHL{nr rYYYYW� ® [. At[ L IM ANA A[ LP OHPM.9 U1lIM1 L , —Ir—I.— FY RLXSNW —Ix— ...W L. La rLL[axCK R WTCM . !IB[P m L1 1 LM[ —a—•— UNM 0A5 0 111. [Y rl NIX Lwfryb[ 11 ALL • + 1«[rPif BIu`P xR! ll[[IPN BOx v.A m 11 V R[xup. Pov ..I— M,1 u [A. uAA. 4 rnKudre /nlUuwcus o.m �ttwP lM wuN ��tacmr[ �.wn-rc-NAN ux[ SAM— L.. Ae�w Ir/:11C.VATAIXVi,/ CITY OF CHANHASSEN RECEIVED NOV 0 5 2010 PRELIMINARY DEVELOPMENT PLAN CHAN„ASSEN PIACNING DEp SHEETINDEX 1. COVER SHEET 2. EXISTING CONDITIONS 3. PRELIMINARY PLAT 4. SITE PLAN 5-7. GRADING PLAN 9-9. GRADING DETAILS 10. EROSION CONTROL PLAN 11. EROSION CONTROL DETAILS 12. SANITARY & WATER PLAN 13. STORM SEWER PLAN TR 1-4. TREE PRESERVATION PLAN LS 1.2. 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M WpIL.iVb I—eL' PINL Ppor�[ IL1 INN WLi A� � � Al L{A( AI RMCL xj 3 T aye P I ZN LERenowIring A 1dLw=M LNMLEi1 q SEfJpY •w[ FIRER BLauNETS`Y+^��` nC E STMIi I}]nM QY Pe k �Q wnr[ PIII . nERI a 1 LP�L �<u�Y jrNR w�Nni'x nr�wxw.�iLr ['gn j \ 1 NORTH BAT WN wv'wa = I i •le \\ emw♦ 1 1 r•aW •AI � uiu • �"v`.win �•ro.YI ]Y• F r w Yt • u• m nwr P wv:Yo.Y q wem.« • � eG.n v w. fl.w xv.n•w �\ � •o.wn r.e.w• se � xrwYr - •w,w ® e .1 iron. n rrw wee nron r' r.).ox nm e•e:is° er•""vam ni:n ' • o.w• nm S . i � Ww � i • f • � W • .«AL. w�•n.w � � I n w.nian r.Aa cep . __..._._........ 1 •awn omY nw: iri w.Y 0. ,y A NO \\ SEEETESHEET f3 FOR 1\ STORM SEWER DESIGN. I II I �a P[ZNELRenRineering .,..:_oi. .'. _. ,..., "L: ".,... :..w•m..�....�...:, ,_ ............we ... ... M——_� PRELIMINARY SANRARY SEWER .W. &WATERMAM LENNAR •11sw nr.ru).w x.nn,n Nn+xna.rur,n LAKEV�R' 12 13 r. rx.ww.n.wn....r. NNt-anae HNL-Na.n HYA.eao.0 eo1TON-wa.a0 wTTOM-eb,w BOMN-MOD NQM' w w4-0.42eACFT MY w .-I.VBACFT NET w-0.WISACR SEE SHEET 12 FOR SANITARY q � STONAM M.0371ACFT STCRAM M.-I.017ACFT STOA OM W-OdHACFT SEWER AND WATERMAIN DESCN. la�ni ARFA M MAINAM-S.weAC AREA W DRAINAM.16AMAC AREA EF DRAINAGE-A.001AC x p H ECI. IM rtR MIA N..0.1e1At AREA NX.OAaAAC AREA MN 0.14BAC o x IT i � j e a i WETLAND Gross project area: 50.8 acres Wetland Area: 11.1 acres III Dedicated Park area: 4.8 acres Net area: 35.7 acres .�IIII Gross Canopy Area: 12.4 acres I�UUpi Canopy within Park/wetland area: 5.4 acres l� Ne[Canopy Area: ]acres Baseline Canopy Coverage: 19.6% Canopy to be removed: 3.6 acres a 1.2=0.3 acres Net Canopy Area after grading: 2.7 acres Base Line Canopy Coverage after grading: 7.6% TREE CANOPY TREE CANOPY WITHIN DEDICATED PARK OR WETLAND AREA TREE CANOPY TO BE REMOVED Minimum Canopy Coverage Requirement: 25%of net project area of 35.7 = 8.9 acres Remaining existing Canopy of 2.7 acres Required additional Canopy Coverage: 6.2 acres Each additional tree = 1,089 sf Additional trees required to meet Canopy Coverage Requirement_. 248 See Landscape plan for proposed tree locations and plant schedule LP.NN`� LAK13VEW TREEPRESERVATLON PLAN 1 \ � � • I � / ]xruPROM 111INlle r: nlrrna xJ \ n�°."r 1V� • I i' I � • . � j' 703e12 rah �� l oN yea / d l 11 IWsxn ...."n. 1­11 .. ')ONsy{ )an °x Gt WETLAf1D rnee ra pu-noR uernn ROSION CONTROL FENCE/"�wW, EE PROTECTION FENCE )e5, xl >aa>'I05e) )Jeep 7b5 ^,!I I I / / � I� I ll )5 •. 3 � 398 .7114 ]a9s7N ] .m in3118 3�7'27e A TREES IN FUTURE PARK \NDW TLAN TLAND NOT AVENTORI! /I WEAREA EA SEE SHEET T4 FOR TREE INVENTORY Ll' 71 / •1 „ JJ 722? TREES IN P �! SANITARY PIPE TO BE REMOVED it•. 73 J d/� ARK °2°+ )I, a e :, •� 11 ` �� � JI � - y cx.Vxx ec,le x ren PION'' 'Rengineering m -°xn`+: •.,•_,,,,•°.n••• �:.'x�r�`.x�T �— _ TREE PR65HAVATION PLAN rnnn�n• dew Wmim T2� 4 To G ww ZU _ �� g IWiW f pz pN O J £ z V O K Ur VO r OW OW y1$ z W� rF ..32 �- - --34-i/ \i. _�� \ ✓"r ;. a 13 '/.i°\\'d- `c } 2a 23 _ 21 20.E \\\,,� �.'215 v� 7T 1 / _ g x ail Gil g I i Ul:=7T O E . it .Y Im Im Le I MN I .. Ivi Im fY T. Xe ItrjiI, IIm]µ Wu I Id KKrY.µ N14M N Id L.d Id di d u� µµKY Aµ MYM ILL "lid, Idd µauµ11un µ, KK. µ.N LILL ILL n9 M idi µu PM M<rr LLµ µµ rr mnY Lid �di ILL. RILL .Y v Ill ndi did 1. nu a•nm mumv Id 1112NF ERLdi meeting T' ` /} l WETLAND WJWL9A Ep AMO MIA „R 1 1 X PARK V 0 AWED AHU ��1111L ��99 OMERT N P R ELEMENTS 910AN FOR INFWMA71 f 8 HET 2 ON NAM 5 I N�FI all Y CI IN UC IONS M2RlttM M _ CCCOE i 5 XL /C .wlxp5 xLPML - w o wmo Aq[/ N Mw000s ] aw R. Am SM SER A GEN& SENTRY E MAPLE/AC RELMAIR A SLNNA LLLu I.5'B18RT ENPCREE RR... ITS MIX L 5 SPRUCE/VCU G LAI.CA CONSATA ] SEEM M. ] YUAK MPIi. 0' MIMIMW TREES E LRAE/SSYRNTOA RERCULATA (4NA.E STEM) 2!' BYB NI PLL PEA1RKIflF AR/LAL PMS."' xf'.. ] 9M SNON TRABMALUSSNOMRTI IV A. IS sNET R. TREES ON PRIVATE LOTSTO BE PLANTED AFTER HOMES ]ARE BUILT CITY PARK TO BE DESIGNED AND CONSTRUCTED BY OTHERS CONIFERS TO BE A MINIMUM OF 8' IN HEIGHT PATH AN AVERAGE OF ➢'. FRONT YARD DECIDUOUS TREES MUST BE A MINIMUM OF 2.5". ALL OTHER DECIDUOUS TREES TO BE MINIMUM 1.5" N'DH AN AVERAGE OF 2.5" TOTAL NUMBER OF PROPOSED TREES: 24B REWIRED NUMBER OF TREES 248 (SEE TREE PRESERVATION PLAN FOR CALCULATIONS.) DECIDUOUS TREE PLANING DETAIL CONFORMS TREE1 PLANTING DETAIL ... ®.. .....v n..r v.V1 �n•i l\ wT. nn.0 n..n.. as max: _. ova \ —MR— LANDSCAPEMOWS ........... ...nr�� L\\ \ v.rrr.r� �rrXi...+M1 nn- sM -------- Mr \.� / su n.r e.r •"x n... v. v.n .n.n.uer nn_..e a oPAVNIC� LANDSCAPEPLAN L TA ourt LAKEVIBW L( „„11,Zf e e — s � a ff \ 38 WTLD- 32 33 - 34 � e 27 \ 24 23 22 21 2U� - 1;1;-_ - -_ -;- A r - -12 13 - - t -_.._- 14 15 `•�,. 17 VI i CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE Cn Y'S ZONING ORDINANCE, BY REZONING CERTAIN PROPERTY THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the City s zoning ordinance, is hereby amended by rezoning from RSF, Single Family Residential District, and R-4, Mixed Low -Density Residential, to RLM, Residential Low and Medium Density District, all property within the preliminary plat known as Lakeview and as described in Exhibit A below: I0,4: t711t1:\ NI that part of Government Lot 2 and the Northwest Quarter of the Northeast Ouarler of Section 24. Township 116, Range 23. Carver County, Minnesota, lying south of MNNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-17. according to the recorded plat thereof, said Carver County and lying northerly of the centerline of Lynen Bouleverd per Dec. No. T90333 and 189939. Said centerline is described as follows: Beginning at the west quarter caner of said Section 24; thence South 89 degrees 08 minutes 52 seconds East. Where the east -west quarter line hears South 89 degrees 47 minutes 54 seconds East, a distance of 2106.62 feet; thence easterly, a distance of 28.00 feel, along o tangential curve, concave to the north, having a radius of 800.00 feel and a central angle of 02 degrees 00 minutes 19 seconds, thence North 88 degrees 50 minutes 49 seconds East, a distance of 629.36 feet; thence easterly, a distance of 11.92 feet, along a tangential curve, concave to the south, having a radius of 800.00 feet and c central angle of 00 degrees 51 minutes 14 seconds; thence North 89 degrees 42 minutes 03 seconds East, a distance of 592.50 feet; thence northeasterly, a distance of 550.91 feet, dong a tangential Curve, concave to the northwest, having a radius of 450.00 feet and a central angle of 70 degrees 08 minutes 38 seconds thence North 19 degrees 33 minutes 26 seconds East, a distance of 149.08 feet; thence northeasterly, easterly and southeasterly, a distance of 954.67 feet, along a tangential curve, concave to the south, having a radius of 510.00 feet and a central angle of 107 degrees 15 minutes 06 seconds and there terminating. Section 2. The rezoning of this property is subject to the plans dated November 5, 2010 and all conditions of rezoning and final plat approval. Section 3. The zoning map of the City of Chanhassen shall not be republished to show the aforesaid zoning, but the Clerk shall appropriately mark the zoning map on file in the Clerk's Office for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all of the notations, references, and other information shown thereon are hereby incorporated by reference and made a part of this ordinance. Section 4. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED by the Chanhassen City Council this 13th day of December, 2010. ATTEST: Todd Gerhardt, City Manager Thomas A. Furlong, Mayor (Published in the Chanhassen Villager on gAplan\2010 planning cases\10-12 lakeview\ordiannnce.doc CHANHASSEN PLANNING COMMISSION REGULAR MEETING DECEMBER 7, 2010 Chairman Laufenburger called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Denny Laufenburger, Andrew Aller, Kathleen Thomas, Kevin Ellsworth, Tom Doll and Mark Undestad STAFF PRESENT: Kate Aanenson, Community Development Director; Sharmeen Al-Jaff, Senior Planner; and Alyson Fauske, Assistant City Engineer PUBLIC PRESENT: Mary Beth Maki 150 Lakeview Road East Joe Jablonski US Home Corporation and Lennar Tom Vasquez 179 Lakeview Road East Tim Amlie 8796 North Bay Drive Andy Hopper 181 Lakeview Road East PUBLIC HEARING: LAKEVIEW: REQUEST FOR REZONING FROM RESIDENTIAL SINGLE FAMILY (RRSF) AND MIXED LOW -DENSITY RESIDENTIAL (R4) TO RESIDENTIAL LOW - MEDIUM (RLM): AND SUBDIVISION OF APPROXIMATELY 50 ACRES INTO 66 LOTS AND 4 OUTLOTS ON PROPERTY LOCATED NORTHWEST OF THE INTERSECTION OF LYMAN BOULEVARD AND LAKE RILEY BOULEVARD AND SOUTH OF HIGHWAY 212. APPLICANT: US HOME CORPORATION (DBA LENNAR). PLANNING CASE 2010-12. Sharmeen AI -Taff presented the staff report on this item. Laufenburger: Ahight, thank you Sharmeen. Nice job. In just a moment we'll ask the applicant if he or she would like to make a presentation but before we do that, are there any questions from the commissioners for the staff? Kevin, I'll start down on your end. Ellsworth: Yes Mr. Chair. Sharmeen on, I have a few questions. On page 6 we talk about comments due to the City by December 13'h regarding the approval of the wetland type and boundary. What's the purpose of that public comment and does it have any impact on what we're talking about today in terms of decisions by the Planning Commission? Al-Jaff: There is a new ruling that basically when you delineate a wetland you need to have a 30 day comment period for them to basically provide you with any feedback. Ellsworth: So the public could have input on if they delineated it incorrectly for instance? That would be the feedback that they're looking for from the public or what kind of input are they looking for? Planning Commission Meeting - December 7, 2010 Al-Jaff: It's not the public per se. It's the agencies that need to provide the feedback. Ellsworth: Oh okay. Has there been any? Al-Jaff: The Water Resources Coordinator has had conversations with them and they don't believe there will be any issues. They're fairly confident that it will be fine. Ellsworth: Ahight, thank you. And then on page 7 talking about the Best Management Practices. It's I don't know, two thirds of the way down. It talks about additional Best Management Practices will likely be necessary as the project progresses and condition changes. Who monitors that project as it progresses and makes the decision that they need to change what's proposed or add different practices? Fauske: The City contracts with Carver County Soil and Water Conservation District to do site inspections and so that comment just kind of covers as rain events happen, certain storms they might have to look at alternative practices but the plan that they submitted by and large meets our standards. Ellsworth: Do they go out after a rain event or is there just. Fauske: Yes. Ellsworth: Okay. Fauske: They have regularly scheduled inspections and then after a rain event they're checking on developments. Ellsworth: Very good. Then on page 8, talking about North Bay receiving some of the drainage and it talks about adequate capacity in their storm sewer system. Was that, has that been determined or is that do you think will be an issue or? Fauske: We don't anticipate it will be an issue but we are updating the model. The City has a model that we're working with the developer's engineer to ensure that there's adequate capacity. Ellsworth: And that would come out of the Outlot D, that water quality basin 300? Does that become the reserve, the reservoir for the storm water and then it drains out of there over time, is that how that works? Fauske: That's correct. Ellsworth: Okay. And then on page 9 the phosphorus treatment going into Lake Riley. How, I guess I read that but I didn't understand. A, is it an issue? B, is it measurable? Is it C, treatable? What actually goes on in that regard? Planning Commission Meeting - December 7, 2010 Fauske: Phosphorus removal is a requirement set down by the State. Phosphorus removal is typically taken by the systemic solids within the runoff so the particulate matter in the runoff contains phosphorus and so the ponding that you see throughout a development is intended to allow those particulate matters to settle to the bottom of the pond and therefore reducing the phosphorus load within the water. And then part of the City's maintenance of storm water ponds includes every, it depends on the pond but you dredge out the pond. You take those sediments out so that it continues to function as designed. Ellsworth: Okay. Is there any monitoring downstream of the pond to see if the phosphorus is actually settling out with the sediment? Fauske: The City works with the Watershed District on doing water quality monitoring. I don't know the specifics of the downstream in this particular case. Ellsworth: Is Riley getting worst or better from the treatments that we've been providing, or don't you know? Fauske: It's hard to say because the data is so new. We don't have any long term monitoring on that. Ellsworth: And aren't they doing a study with the carp who are digging up the sediment on the bottom too and trying to take those out? Fauske: Yes. Ellsworth: Okay. And then the same, right below that talks about the NPDES general storm water permit, and I guess a more general question too. There was a comment about all other agencies permissions are applied for. What's the follow up for that? How do we know that that actually occurs? That's on I think page 18 when we talk about that. AI -Jaffa We will not issue a building permit until we have copies of all of the different permits and we are copied on them as each agency approves them. Ellsworth: Okay, so it's. Aanenson: It's actually, they don't get a letter to proceed until all that's permitted. They don't proceed until all those have been met. Ellsworth: So you wouldn't prohibit any earth movement. Aanenson: Typically we would, yeah. For grading permits and all that, so there wouldn't be, usually we walk a site. Typically if there's erosion control or if there's tree buffering, or tree fencing that needs to go up, then we would walk, typically walk all that. Then they'd be given an order that they can start the project so that's something that Alyson would usually check through and make sure that's all put in place before they can get that. Planning Commission Meeting - December 7, 2010 Ellsworth: Okay, great. Yeah. Thanks very much. That's all I had Mr. Chair. Laufenburger: Thank you Kevin. Kathleen. Thomas: Yeah actually I have a question. How, are these streets pretty much the way they're going to be because I have a question about Street C. It's the one that kind of just dead ends currently. You know there's not a cul-de-sac. It's that, yeah those rows to the left of Street C. Yeah because it's just kind of like a, you know it just stops. I was just curious if it provides adequate turn arounds for fire vehicles and things like that. Al-Jaff: It's a condition of approval that they provide a turn around. Thomas: Okay because it just looked very dead end so it didn't seem like you could back a truck, a fire truck back up and get out. Al-Jaff: You are correct Thomas: Okay. I just wanted to double check. Thank you. Laufenburger: Anything else? Thomas: That is it. Laufenburger: Okay. Mr. Doll. Doll: Just curious, I know you've looked at this. Any concerns with Lots 1, 2, 3, 4 I guess and Lot 4. It seems like they're pretty steep in the back yard to that pond. Al-Jaff: It is a 3 to 1 grade and there is adequate back yard. It exceeds 15 feet in width. Doll: It is 15, okay. Al-Jaff: That's in addition to the actual patio area. Doll: Oh, okay. And just a thought on Lot 4, Block 4 you've got a, kind of a road. Just think about headlights hitting somebody's house. Maybe there's a thought. I know you want garages on the high side but maybe flip the garage on that so that they're not getting hit and people aren't being disturbed by cars coming in and out of there. Al-Jaff: That's a very good point. Doll: Do any indication of what would be going into the west you know as far as future thought of development? Aanenson: It is guided low density residential. We've asked the applicant to look at that piece just you know again working with them as Sharmeen indicated to make sure, because we have 4 Planning Commission Meeting - December 7, 2010 the drainage. Maybe you could point to that drainage area to the west there. It kind of, and looking at the grades, where is the best place to put it so we did ask them to meet with the property owners to the west just to make sure we had that in the best place to provide, that's our job to make sure that they have adequate ability to tie into that street and it would go all the way over to Quinn Road so it could come in RLM. Again the reason we went with the RLM zoning, as Sharmeen indicated, we're kind of between some other zonings. It's a nice transition so if you go over to Quinn Road those lots are a little bit bigger so they could change but it wouldn't be probably less than what this is. It could be a little bit bigger lots. Right now those are still on septic and well in that area. Doll: Oh, they're nice homes. Any, I didn't really look at the berm area on 212. No issue with drainage into, you know back into the proposed lots? Fauske: There is some drainage that enters into MnDOT right-of-way and so the applicant will have to work with MnDOT to get a drainage permit to allow for that but overall the drainage within MnDOT right-of-way decreases with this development because of the on site ponding and the grading that they're proposing to do. Doll: Okay. And you're good with, you know you mentioned in here you're worried a little bit about getting access to 100 and 200 or you know. Fauske: That's always something that seems to come up quite a bit with developments. We'll work with the developer to try to grade in a bench so that we can get equipment down there to maintain the ponds. Doll: Okay. I have no further questions. Laufenburger: Okay. Mark. Anything? Andrew, do you have any questions? Andrew: No I went down. I just want to note that there's some 38 conditions on the motion as well and by meeting these conditions then they'll meet or exceed all our standards as required by code. Laufenburger: I have just a couple. Sharmeen you mentioned that there was a neighborhood meeting. AI-Jaff: Yes. Laufenburger: Any idea on how many attended that meeting? AI-Jaff: My understanding there were 5 couples that attended the meeting and maybe that would be a question for the developer. Laufenburger: For the applicant, yep. Okay. Bear with me just a moment here. The visual that you have on the screen right now, it suggests there will actually be a visible stream going from Planning Commission Meeting - December 7, 2010 the northwest portion of the property, along that low area and then draining into the wetland. Do you anticipate that that will actually be visible and there will be surface water running there? Al -Jaffa It depends on how much rain we get. It does carry quite a bit of water from 212 and Alyson do you want to. Laufenburger: Is this water being carried from the settling pond in the cloverleaf of 212? Fauske: That's correct, yes. Laufenburger: Okay, so that water, after it settles and it reaches a certain point, it will drain into this wetland and then from the wetland into Lake Riley. Al -Jaffa Correct. Laufenburger: Okay. Alright, thank you. Okay, I think that was all the questions I had of staff. Thank you very much. Do we have an applicant present that has, wants to make some remarks. State your name please. Joe Jablonski: Good evening. Laufenburger: Would you speak at that podium please. Thank you. Joe Jablonski: Good evening. My name is Joe Jablonski representing US Home Corporation and Lennar as the applicant. I apologize, I'm fighting a cold a little bit here but we'll fight through it. Just a real brief history of the site, or I guess where we got the plan that you see before you this evening. First off I want to thank staff for their work and introduction on the application before you this evening. I think they pointed out several things that were key in coming up with what you see before you. Really when we looked at this we looked at three different issues that the site really has, or challenges I guess. One of them is, the higher density on the north end by North Bay and then the opportunity to transition it down into Springfield. That was one of the things that we looked at as a critical component in the planning. The other one was of course dealing with Highway 212 and the MnDOT drainage right-of-way there and how that kind of dissects the property the way that it does and how to appropriately plan and prepare for that so that we were minimizing the impacts that the residential lots would have up against 212 and we feel that we've done a pretty good job of doing that with this plan. And then the other part of it is dealing with the shoreland overlay. Again that's another issue on the site. It's not a real big site to begin with. It's 50 acres and that's dealing with three pretty challenging things. I think ours site plan here has done a very good job of dealing with those and just wanted to run through that real briefly for you. Other than that I guess to answer the question or comment on the neighborhood meeting, there were I believe 5 couples that showed up. We did have separate meetings with the two property owners immediately to the west there and the neighborhood meeting notices were sent out to the same list of public publications so it went out to the 500 foot radius and we did contact the homeowners association at Springfield and invited them to pass information to encourage them to attend as well so. I guess I'd be happy to answer any other questions you have. I think we have done, I think with the components of the site and 0 Planning Commission Meeting - December 7, 2010 the size of it and what we had to deal with, I think we really did come up with a good plan that meets the needs of the site and fits within what the City is looking for in future development so be happy to answer any questions. Laufenburger: Alright, thank you Mr. Jablonski. If you just want to wait there for a second. Mark, any questions? Undestad: No questions. Laufenburger: Andrew, how about you? Alley: Mr. Jablonski, I went out to the site and I took a look at it and I think the plan does a really good job of utilizing the area that you have, which is minimalized by shoreland overlay. My major concern when I was out there was looking at the transition from the wetland and on those properties that abut that and I'm wondering with the, do you know what type of footings are contemplated as far as the homes that are... Joe Jablonski: You mean the shoreland overlay? Aller: Yeah. Are they going to be deeper than normal? Are they going to be standard? Are they going to be? Joe Jablonski: Well what we would do is attempt to, or we would work with our soil engineer and our primary design engineer to come up with, our first choice would be to correct them all so that any house can be built on any pad and not have those issues. If there are certain cases where, because basically what we're doing is, if you were out there you're familiar with the fact that obviously the wetland sits down low and that as you get up towards 212 the elevation comes up quite dramatically. It was another challenge of this site that I didn't really point out but what we were proposing or planning to do was basically bring the grades of those up so that we're correcting pads and creating walkout's on there so that they're taking advantage of the 8 to 10 foot fall from the top at the street grade down so our intention would be to not have to do that but of course we work with our soil expert and our professional engineers and the City's building department to make sure we're following codes and standards. Aller: Do you know how high you contemplate that from being from the high water mark of the wetland? Aanenson: City ordinance is minimum 3 feet so those are always checked between the different departments for review but that's the minimum. The lowest elevation. Fauske: Mr. Chair if I may. To answer Commissioner Aller's question, based on the information, the high water level of the proposed pond is at 869 with the low for the adjacent walkout's being around a 92 so there is over 20 feet there in elevation so we anticipate adequate. Laufenburger: Does that answer your question? Planning Commission Meeting - December 7, 2010 Aller: It does, thank you. Otherwise I've again, I've been out to the property. I compared it with the drawings and the specs that we have on the report which was another great job by staff and I think it looks like a really nice plan. Laufenburger: Okay. How about this end? Kevin, you have any questions of the applicant? Ellsworth: Yes Mr. Chair. Mr. Jablonski, was there any decibel curves drawn from the noise from the freeway? What do you anticipate for noise in those homes you know closest to the highway? Joe Jablonski: We have not evaluated that through a study. We would, obviously we understand that there'll be certain challenges marketing wise for those particular homes and we'll do I guess what we feel necessary. Probably above and beyond the landscape type plan that you see there but would meet those through our marketing. Ellsworth: I guess my concern is that, you know 5 years from now the homeowner's get together and say oh it's too noisy here and then now you petition MnDOT for a sound wall and then we all pay for the sound wall whereas it would be part of the development if it went up first. I have no idea what the relationship with MnDOT is in petitioning for a sound barrier or not. And maybe staff can help me there. Joe Jablonski: The, I can speak to that a little bit. Well first off the good thing about this case is that the road is already in so the homes are going to be familiar with the fact that the road's there. It's not going to be something that 5 years, 10 years from now it's going to be a surprise. I think people understand that over time the traffic's probably going to get worst you know and it's going to be used more. However we will also, through our purchase agreements and things, properly disclose that you know obviously you're in close proximity to a highway and that, we're going to make sure they understand that we're doing everything we can to tell them and be upfront with them about the highway and things. There are decibel standards put forth by MnDOT for sound walls and those type of studies that are done and one of the things that they do is a, I guess a feasibility or reasonableness study and with that they measure how many homes will benefit from the use of a sound wall given a distance away from and I believe in this calculation it was approximately 12 homes. Not having a soil, or a sound study completed but just off of my conversations with our engineer, and with that, what they do is they take the feasibility or the cost related to preparing sound walls. See how many homes it will benefit and then what the cost and the, in this case what is determined is that the cost associated with a wall would probably not benefit the community as a whole. Because as you get further away from Highway 212 that need for it is going to continue to drop and so. Ellsworth: But are the homes on the edge looking down on the highway or is there a berm that separates it? That you look up from that yard. Joe Jablonski: The homes as you go from east to west, I believe the homes on the far west, which would be Lot I 1 and 12 are approximately 68 feet above, sitting about the highway at garage level. So those homes and yards will be at or above the garage. Or Highway 212. 0 Planning Commission Meeting - December 7, 2010 Ellsworth: Okay, thank you. Laufenburger: It does present a marketing problem though doesn't it? Joe Jablonski: It could. It could be challenging a little bit on those particular home sites but that's why, you know when we went through several concepts when we were laying this out and one of them had several homes backing up into 212 corridor and we decided to make the adjustment and change it the way you see it tonight simply to reduce or minimize the number of homes that are impacted by it. Laufenburger: Kevin, you have any more questions? Ellsworth: No. Laufenburger: Commissioner Thomas. Thomas: I do not have any questions, thank you. Laufenburger: Commissioner Doll. Doll: What was the, and you may have said this and I missed it. The consensus from your meetings with people. Positive? Negative? Joe Jablonski: To be honest the most response we got was people prospecting or looking to move from Springfield into a new community. So I would say that's a positive for us, yes. Laufenburger: Anything else? Doll: No. Laufenburger: Mr. Jablonski, do you, does US Home Corporation have any other experience in Chanhassen? Joe Jablonski: Yes. Laufenburger: Can you talk a little bit about that please. Joe Jablonski: We, US Home Corporation is also an affiliate of Lundgren Bros and Orrin Thompson Homes. We did develop and build the homes across the road in Springfield. We've built Ashley Meadows. We're currently building in Pinehurst and Lake Harrison. We have built a number of communities throughout Chanhassen through the years so we're very well versed in Chanhassen in the area and have a pretty long history. Laufenburger: Okay, very good. In the report there's discussion about the phases or the pace at which you would likely develop. Can you just speak to that a little bit, now that you're here. Planning Commission Meeting - December 7, 2010 Joe Jablonski: I can. Obviously it's a little bit difficult to speak about the marketability or how quickly things will go but what our current projections are, between 25. 20 to 25 a year so it'd be about a 3 year development or build out. Laufenburger: And if things go well you would begin development in the spring, is that correct? Joe Jablonski: Correct. Laufenburger: Okay. So just for those of us that are not familiar with the construction industry, if you begin development in the spring does that mean we'd likely see foundations showing up in the fall or the following spring? Joe Jablonski: We are pretty aggressive in starting our homes, as long as we're able to work with our, with the building department and the fire marshal. We like to get started pretty early in the process if the access is appropriate and we'd like to get started for sure by fall so that we have something ready right away in the spring of the following year. Laufenburger: Okay. Do you name the streets? Joe Jablonski: Me personally, no. Laufenburger: But does the developer? Joe Jablonski: The developer does. We were limited in naming the main road coming in because it is a dead end connection from North Bay so that was a required street name. The rest of them, you can correct me if I'm wrong but. Aanenson: They submit the names of, building department reviews them and then also the County can reject them too if there's ambiguity or similar type names so. Laufenburger: Do you sell the names and get a huge royalty like TCF Bank Road or anything like that? Aanenson: No. Alright. Thank you. Any other questions? Aller: Mr. Jablonski, would you be intending to grade all at once or piecemeal? Joe Jablonski: That's going to be challenging part of this. It's likely we will have to grade the whole thing just because of the topography of the site and some of the things that we're having to deal with. It's very likely we'll have to grade it all. Aller: And do you foresee putting in the park during the grading phase or Phase I? Joe Jablonski: Well it is a city park so we'll be working with the park commission and the park board and City Council to see what they want to do but certainly our, we would prefer to see the park done as quickly as possible. 10 Planning Commission Meeting - December 7, 2010 Aller: Thank you. Laufenburger: Alright, thank you Mr. Jablonski. Ellsworth: Mr. Chair. Laufenburger: Yes. Ellsworth: Mr. Jablonski, I'm not familiar with developments how they evolve. Will you start on the northern end building homes or is it really whoever comes in and says oh I like that lot and so you build a house there. Someone comes in and says I like that lot over there or is there a process? Joe Jablonski: Well we would start with the primary entrance off of Lyman Boulevard there and assuming we were doing approximately 25 lots per phase, that would get us about part, up to the intersection of the first cul-de-sac road and may even get into that whole first cul-de-sac on the west side. And typically we start model homes and inventory homes obviously with close proximity to a main entrance but from there it is kind of market driven on where people want. Ellsworth: Thank you. Laufenburger: Alright, thank you Mr. Jablonski. Joe Jablonski: Thank you. Laufenburger: At this time I'd like to open the public hearing. If there's anybody present that would like to speak about this item, I'd ask that you please step up to the podium. State your name and address. Good evening and welcome. Tom Vasquez: Good evening. My name is Tom Vasquez. I live at 179 Lakeview Road East. That's in North Bay and for the last 5, 6 years I've been privileged to serve as the president of the North Bay Homeowners Association. I'd like to call the commission's attention to two errors that are made in the application for this development. On page 3 of the application, under the heading City Standards, in that paragraph it reads to the east you will find the higher density North Bay neighborhood. North Bay is made up of attached and detached townhomes. That is not correct. North Bay has only single family homes. There are no common walls. There are no attached townhomes. I suspect that that statement might have been made to affect the last sentence in that section which relates to the differing densities between North Bay and other areas. However let it be said that North Bay has only single family homes. The second error I'd like to mention to the commission is that if you look on that map up there you see on the northeast side the continuation of a road. A road that currently is a city street and goes through North Bay and the name of that road is Lakeview Road East. It's been that road for 11 '/2 years that my wife and I have lived in North Bay. On all the maps that go with the application, that road is identified as Lake Riley Road East. That is not correct. Lake Riley Road East is a road further to the east in the Lakeside development. But let it be known that Lakeview Road East is 11 Planning Commission Meeting - December 7, 2010 the proper name of the city street that is referred to in these maps in the North Bay area. We are not opposing, we are not opposing this development but we do have some concern. The primary concern is surface water runoff. We would like to be assured that the development plans are such that catch basins are provided for 100% of the surface water runoff from the proposed development. A bit of history. About 6-7 years ago the development to the east of North Bay called Lakeside was developed and there we were alerted to the fact that that land, as is the land in the proposed subdivision, is higher. Higher than the land in North Bay. At the Planning Commission 6-7 years ago I mentioned our concerns and the developer of Lakeside at that time agreed without hesitation that it was a proper concern to have 100% of the surface water runoff directed to catch basins. I realize that with this proposed development a lot of grading is to be done but still we are concerned about the surface water runoff and I have seen nothing in the proposed plan that was released to the public to address that fully and we would like to be assured that that is the case. A second concern we have is a concern that has been very gratefully observed by the developer of Lakeside and also the current developer that is doing some additional work there, and that is that we have a lot of senior citizen residents that live in the single family townhomes along Lakeview Drive East. Lakeview Road East, I'm sorry. Right name. Lakeview Road East. And we have requested in the past and the contractors and the developers have very kindly observed this request that construction vehicles, worker vehicles and so forth use the Lyman Road entrance to all work rather than coming up Lakeview Drive East, and they have observed that. So we would like to be assured about the surface water runoff. We're lower but we don't need a flood. Thank you. Laufenburger: Thank you Mr. Vasquez. I appreciate your notation of the two items. Staff can you speak to the naming of Lake Riley versus Lake, Lake Riley Road East, Lakeview Road East. Is that just a mistype or? Fauske: We'll get it corrected. Laufenburger: Thank you. Alright, I thought so. How about the surface water runoff, is that something you can address? Fauske: Certainly. One of the requirements and we touched on it a little bit earlier at the meeting here tonight is that the existing drainage of this site towards the development to the east, there is currently drainage going to that area. The developer proposes with the changes in grading and with catch basis, as Mr. Vasquez mentioned, he would like to see catch basins in the street. There are catch basins in the proposed street connection to the east. We are reducing the area draining to the North Bay development and city staff is working with the developer's engineer just to ensure that we have the capacity in the pond there to make sure that the pre and post development discharge rates and volumes are adequate. Laufenburger: Okay. Pleased that you're aware of that and thank you for addressing that. And the last item that Mr. Vasquez mentioned was a construction, and I know that the City works very closely with the construction departments to ensure that the vehicles, to the best of their ability avoid the residential streets. 12 Planning Commission Meeting - December 7, 2010 Aanenson: I think we put in the development contract when Ron Clark did the Lakeview, that they use that construction access and we'd do the same thing here. Fauske: That's correct and as Mr. Jablonski had mentioned with the phasing of their development, it would certainly make sense to have access off Lyman Boulevard but we'll work with the developer to make sure that works with their development plans and stipulate that in the contract. Laufenburger: Okay. I think I want to ask this question of Sharmeen. I take Mr. Vasquez's word that on the error number one where he says North Bay is only single family homes. Does that change your transition plan at all? Al-Jaff: No, it is the same and it's in their narrative that the applicant had submitted to the City Laufenburger: Okay. Al-Jaff: It's not staff that put that language in there but it is still a transition. We looked at the density. What North Bay has is a denser development, yet they are detached units and the development that you have before you today is actually a transition so it's less dense as it gets closer to Springfield development and the property to the west. Laufenburger: Okay, thank you. Any other comment from the public at this time? Ellsworth: Mr. Chairman, a follow up? Laufenburger: Oh sure, please do. Please step up and I'll ask your name in a moment. Ellsworth: I share Mr. Vasquez's concern about the runoff to North Bay and I know there's the modeling and so on but what's the recourse for North Bay residents if the modeling's wrong? So development goes in and we have high rain that year. Maybe near the top of the model's constraints and they've got flooding problems down there. Who do they talk to? And then how is that resolved? Fauske: It would be public infrastructure and we would work with the residents to develop the solution. Ellsworth: Because we approved the modeling and so on, then it becomes the City's responsibility to address any issues that came from that? Fauske: That's why we're extremely diligent with our runoff calculations. Ellsworth: Good point. Thank you. Laufenburger: Thank you. State your name and address please. 13 Planning Commission Meeting - December 7, 2010 Tim Amlie: Good evening. My name is Tim Amlie and I live at 8796 North Bay Drive in North Bay. I live kind of at the corner, in the northeast part of the map there. The very corner where North Bay and Lakeview meet. A couple first things. First of all then noise issue that was touched on earlier. Before the development gets going I would do anything in my power to work with MnDOT to get some kind of wall up there. Where I live the noise isn't horrible but when you're coming down Lakeview, when it's busy times of the day and night, the noise just comes over that field and people who live further down, I know that it will be an issue for your homes as they come up and you know with the density getting deeper there, my experience is the more dense they'll work with putting walls and stuff in. I highly recommend doing that before any building was done because it is definitely noisy there. It's very definite so I'd definitely for your marketing plan and everything else, work with that. Second of all, when they're doing all this grading on that area and our prevailing northwest winds are blowing towards all the dust that's going to collect in North Bay and the area. What is the building going to do to work with us on that when I come out on my patio and it's pitch black and dust and things like that? You know what's going to happen to my neighborhood when that's going on? And then a third and final thing I'm questioning on, right at the, where the end of the street is where Lakeview comes to an end before, where the dead end just meeting that new area, for the last years and years and years we've been able to park, we've got boat access so we have our, keep our boat trailers back up in those bushes and stuff and we do not want to lose access to our edge of the property there for keeping our boat trailers and stuff back in the summer back there, so that's an issue too to make sure that we have access to that area because that's important to us to keep our boats at North Bay. Laufenburger: Kate, could you address that please? Aanenson: Well I'm not sure that when we originally put that plan together that that was intended to be a parking place for boats. It was always intended to be a street to go through so. Tim Amlie: Well it's back in the woods. It's, but it's just that we don't, when they build their lots and stuff that we still have access to our edge of our lot back there. Aanenson: It's common, that's common HOA property because those lots are actually in about 3,000 square feet so that really would be an issue for the homeowners association to address because we did not accommodate. There is guest parking in that area but we have not accommodated for outdoor storage or boats on that property so I guess I'd ask you to work with your homeowners association on that. Tim Amlie: We just don't want to lose the access to get out stuff to it. That's what we're talking about. It's not. Aanenson: What I'm telling you is, the City has not approved a legal plan for you to have outdoor storage so I don't see our's, it wouldn't be our mechanism to make sure that you continue to use that. The only outdoor storage that should be there would be temporary parking. Otherwise that's something that typically we get enforcement complaints on so. 14 Planning Commission Meeting - December 7, 2010 Laufenburger: So you have a convenience of that, just as a result of no activity in that area but that's not a convenience that is an entitlement associated with approval of the plans so the Planning Director is speaking truth here. You need to work closely with the homeowners association. Tim Amlie: Well I'm on the board there too. Aanenson: Yeah, you might try to find some other place that you can accommodate that is what I'm saying on that site because I'm not sure how the grades are going to match up there and some of that vegetation, how that transition's going to work so that might not still be accessible. Tim Amlie: Sure. Aanenson: Okay. Laufenburger: Did you have a comment? Alley: No. Laufenburger: Thank you Mr. Amlie. Any other comment from the public? Certainly. Aanenson: Can I just ask one other question that was grading and dust? Laufenburger: Yes. Aanenson: I know this is a common complaint and we do manage our sites, we try to keep the construction activity, manage that so if it is an ongoing issue, that's something that any of the neighbors can call and let us know, we'll actually they're supposed to be keeping those sites watered so the dust doesn't come up so that's something that we try to manage. So if there is complaints about that, that it's not being properly managed, that's certainly an enforcement issue that we'd want to be aware of but that's also part of the development contract. Before they get the order to proceed things that we expect them to manage and sometimes we have a few dry weeks and things get out of hand but we certainly want to manage that and we want to be informed if there's a problem. Laufenburger: That's a good point. We can enforce that which we know about and though we may be on site doing inspections periodically, it's often then neighboring citizens that we would encourage to contact us if we, or contact the City if there's any problem. Good evening. State your name and address please. Andy Hopper: Good evening. Yes, my name is Andy Hopper and I live at 181 Lakeview Drive, or Lakeview Road. Sorry Tom, East. Laufenburger: We're going to get this name right... 15 Planning Commission Meeting - December 7, 2010 Andy Hopper: I live coincidentally right next door to Tom on one side and Tim on the other side so. Laufenburger: This is a conspiracy, is that what you're saying? Andy Hopper: That's right. I'd really like to talk about two things. One is to reinforce or once again state our concern about the, during the construction the potential for mud and rain and so forth coming down that road. If you've been on Lakeview Drive or Lakeview Road, it's a, almost a straight shot up the hill. If you look up where the little north sign is on that map. If you're, at the bottom of the hill it's a straight shot up the hill and it's a perfect cul-de-sac. Conduit I should say for rain water. And so if there's mud and debris that's loose from the construction, it'll all come right down that street. And right at the top where it makes the turn, that's the high point and the, there's a, the road had been previously graded. It's at a higher elevation than the surrounding terrain. I'm not sure what the developer planned to do about that. Whether they're going to lower that road or whether it's going to stay elevated the way it is but I can assure you mud and debris will come down that road. Now the other thing is, to my understanding that when the Highway 212 was originally envisioned or put in, that there was an agreement with our association some time ago and the state highway department that the sound barrier that's there actually would be longer. That it would extend further toward Highway 101 than they actually ended up by doing so it has been, according to my understanding, the State did less than they said they would do at the time they put that highway in. Now as Tim has so aptly stated, it's a very significant, that noise is a very significant factor. Especially at commute times in the morning and at night. Doesn't affect us personally too much because we're behind a couple of other homes but if you stand out in the street, it's loud. So a piece, a word of advice to the developer. I would say you ought to strike while the iron is hot here and while there's the prospect of 50 homes or there about's. I'm not sure exactly how many homes. 60 homes. Laufenburger: 66. Right now 66 lots are part of the rezoning. Andy Hopper: That they, that this would be an opportunity to see if you can gather up those promises and see if they could be, that sound barrier could be done. It'll have to be some day because it's, it ends abruptly right at about where the light green area starts and doesn't extend at all. Now I had a couple more general questions about the nature of the development itself. The wetland. We're kind of new to the neighborhood. We love it. We love the native, the very, very natural kind of view. Sense you get when you drive through the neighborhood. There are deer. There's the, I even saw a large turtle coming out of that pond about 6 months ago just before, I guess mating season or egg laying season or something. What will be the impact of this development on that pond? Can anybody answer that question? Laufenburger: I think we can. Do you want to ask your second question as well and then we'll try to answer them. Andy Hopper: Okay. Are there going to be fences on this property? Anywhere on this property. Laufenburger: What do you mean by fences? Planning Commission Meeting - December 7, 2010 Andy Hopper: Well between the lots for example or are, because in our neighborhood there are no fences at all and I'd like, if possible I'd like to see it continue that way. In other words the wildlife and so forth is able to wander freely around the place and that's one of the things that makes it nice. The other thing is the pond is fully grown over with reeds and grass. Will the developer or anyone attempt to change that? Aanenson: I'll answer the fence question first. I think they're kind of embedded together. Similarly when this subdivision, North Bay went in the functionality actually of that wetland probably improved a little bit as far as going from agricultural and how it was being used and straight runoff being pre-treated which similarly this will also do, is pre -treating it before it goes in. Obviously you're taking some of the runoff from 212 but as far as putting fences on there, if the homeowners choose to put fences around there, typically we have ordinances when you get closer to the wetland. How they'd be open but if someone else in there wanted to put a fence up, I don't think we would want to prohibit that. Consequently we also have the MnDOT drainage area for movement if there's wildlife to go through that area throughout the city. We still can anticipate that. We have the golf course that's also probably mentioned some wildlife that would still move between that area. Andy Hopper: Well could you make that a little more specific? Exactly how that would apply here. Aanenson: Well I'm saying there's a wildlife corridor. You know when we look at the city there's a significant wildlife corridor, like when you go down Bluff Creek starting at Mmnewashta and going down to the Minnesota River Valley. There's also when you go further to the west, maybe you can show the slide of that. The first slide Sharmeen where the wildlife would be on there going from the golf course, going over down. As you go down Lyman through the Springfield neighborhood. Down Bandimere Park. Kind of that corridor right there. There's another big wetland when you get to the comer of Lyman and 101. If you could use the pointer please Sharmeen it would be very helpful. Maybe take the pointer and kind of show kind of that, so you've got those wetlands there. Those complexes. 'That's where some of that wildlife's moving. Down to those wetlands there along 212. You go down now at 212 you see deer along kind of those corridors so it's still going to move through that direction. Andy Hopper: Well, will the nature of the pond be changed in any way? Aanenson: I think as far as improving the quality because we're pre -treating some of the runoff that's going in there now. Alyson if you want to add anything to that. Fauske: Wetlands are protected by the State so there will be no alteration to the wetland as you see it. There will be minor grading to install for example a pond outlet so that it can discharge through there but the vegetation that you see today is what will still exist. Andy Hopper: Pond outlet? Fauske: Yes. 17 Planning Commission Meeting - December 7, 2010 Andy Hopper: What is there now? Fauske: The pone that's directly north that you. Andy Hopper: Oh that little pond. I'm talking about the larger area. Yes, okay. Fauske: So there will be some minor disruption but the vegetation surrounding the wetland and the buffer, as Sharmeen explained, had discussed during her presentation, there's a wetland buffer. That's an area that cannot be disturbed with the development. AI -Jaffa And this development is proposing to leave it intact. Andy Hopper: And so the residents couldn't reasonably be expected to start to build the beaches and parks and what have you on the edge of the pond? Aanenson: No. Laufenburger: This will not become Lotus Lake, if that's what you're saying. Andy Hopper: Yes. Thank you. And with the fences I guess there's nothing we can say about that. Aanenson: Well I guess you know we do have an ordinance that requires when you're adjacent to a wetland how you can place a fence. So you can't block the wildlife movement but I'm anticipating this is a more traditional single family neighborhood that if someone had a pet or wanted to fence in their yard would typically, it's different than the North Bay where you've got a smaller lots and it's common. These people have individual lots and not a common lot. Andy Hopper: Yes, I understand. Aanenson: It's a little bit different. Yeah. Andy Hopper: Okay, but does the developer plan to put fences in as part of the specific home development? Laufenburger: Mr. Jablonski, do you want to speak to that at the podium? Thank you. Joe Jablonski: Mr. Chair and to answer the question, we would not be putting any fences in ourselves necessarily per se up front. We would leave it at the discretion of the homeowners if they choose to. Laufenburger: So there's nothing in the, in the appearance of the general design of the entire property that calls for, what would I call it? Ornamental fencing of any sort. Joe Jablonski: No. We have not planned for any up front. Again it would be at the discretion of the homeowners or the individual lot owners as they so choose. 18 Planning Commission Meeting - December 7, 2010 Laufenburger: And as long as the lot owners follow the ordinances that are in place by the City, then they're free to build that fence if they choose to. Aanenson: And I think it'd be really typical, if you look across the street in the Springfield neighborhood, there's some homes that have fences and some that don't and it's kind of individual choice depending on how they use their yard and how they see it. Laufenburger: Okay, thank you Mr. Jablonski. Mr. Hopper, thank you for your comments. Anything further at this time? Andy Hopper: No. Thank you very much. Fauske: Mr. Chair, if I may just to clarify one of the questions that came up is where the drainage along the street there. Laufenburger: Yeah. Fauske: Just for clarification for both the Planning Commission and the residents. The high point is approximately at this location so that should give the residents an indication of exactly how much, approximately 300 feet of street that would be draining down towards the North Bay development. Laufenburger: So the general contour of the property at that point is not going to be changed to shift the drainage from the east to the west, is that correct? Fauske: Correct. Laufenburger: You're pointing out the high point. Fauske: Correct. So from approximately this location it will drain to the east, and that's that section of storm sewer and the drainage calculations that we're verifying to make sure there's adequate capacity in the system. Laufenburger: So there is some drainage there right now. Fauske: That's correct. That's correct. Laufenburger: Okay. Understand that commissioners? Okay. Thank you very much. Is there any other comment from the public at this time? Okay I want to thank everybody who not only came but also especially those who came forward and expressed their views. I'm pleased to see that, as I'm sure all the commissioners are, that the surrounding citizens do want to express their feelings. I thank them for that. If there's no other public comment, I'd like to close the public hearing at this time. Commission members, do you have any additional questions of staff as a result of the comments from the public? Anything? Okay. Well let's just take a moment to consider your thoughts on how we should proceed on this. Mark. 19 Planning Commission Meeting - December 7, 2010 Undestad: Yeah, you know I mean I think it's very well put together. Staff did a great job. They've got a great development team on the whole package. I like it and I think it's well done. Laufenburger: Good, okay. Mr. Aller. Alley: Well I had the same concerns that some of the residents did and that's one of the reasons why I went out to actually look at the property. When I went through the conditions that are stated in the findings and what is expected of Lennar in putting this together, I think all my concerns were pretty much answered. It will all be in the doing. The planning appears to be appropriate and I think it's just going to be a matter of whether or not the soils will handle it and as they move forward whether or not certain conditions need to be addressed, which they probably will. Most things are moving target in doing a subdivision so I think the plan though looks I think appropriate for the property. I think it's a great use of the wetland and maintaining that wetland and I would recommend the property. I think it looks good. Laufenburger: Okay. How about down here. Tom. Doll: I think it's well thought out and I wish them good luck. Thomas: Yeah, I agree. Laufenburger: Okay. Kevin. Ellsworth: I think it looks very nice. A lot of work. A lot of good work went into it. I still have concern over the noise. I lived off of 494 for 7 years in Minnetonka before they put up the wall and there were days you couldn't have a conversation in the yard it's so loud. Now I know they've made advances in concrete and that the concrete's a little quieter on 212 but also I live presently off of Pioneer Trail and Highway 101 and in rush hour it's noisy down there. If the wind's out of the north at all, and so it just seems there's an opportunity to get that sound wall up now. I mean if it does, the one gentleman pointed out, it ends just past the property of the adjacent property and you can see it in one of the pictures. But again that's obviously a conversation the developer's had and considered it with MnDOT. I'm surprised the City doesn't have any kind of ordinances regarding protection from sound and that type of thing but apparently we don't. Laufenburger: I wonder if we could have staff clarify something. I certainly believe what I believe it was Mr. Hopper, what he said that he thought there was something. Is there some way we can check to see whether or not MnDOT in fact had made a commitment to extend that sound barrier farther to the west? Al -Jaffa Once a highway is in, MnDOT will not use any funding for walls. At least that's, we've had conversations with them and basically, I'm going to read the sentence. MnDOT policy regarding development adjacent to existing highways prohibits the expenditure of highway funds for noise mitigation measures in such areas. Planning Commission Meeting - December 7, 2010 Laufenburger: Is it possible for us to determine whether or not there's any validity to the comment, I'm paraphrasing this. We thought the barrier was going to be farther, closer to 101 than it actually turned out to be. Aanenson: I can address that briefly. When they did the 212, it was a design build and part of the construction cost, the only mitigation that was put in place with those homes put in place. They will not go back and retrofit that. Laufenburger: Okay. Aanenson: So a lot of discussion went on like the burden for individual development to bear that, is it a fair burden for an individual developer to build at that scale. It seems onerous. We've had a discussion with the developer saying we need to look at the noise mitigation attenuation to see what we can do. They're working on that. It's not going to be the same scale and size of the existing wall. Cost prohibitive. But they are working on that. They're aware that is an issue. We pointed that out so we're going to come back before final plat with some more specific plans. They've got a berm and you know try to work through that. I think as the developer pointed out, I think the best thing that we did was try to make the cul-de-sacs go and looked at how many houses were against it and we tried to remove that. We tried to mitigate through design the best we can and we're trying to take it to the next level but MnDOT's not going to come back and build the wall and to ask the developer to build it at that cost, is very expensive. Laufenburger: So we're really asking for consideration for those people that do not yet live there. Obviously we can't change it for the people that are already living in North Bay. Aanenson: Right. Laufenburger: I mean that's. Aanenson: But so noted as was stated, I think you don't want to create something that's inferior over time that becomes less desirable to live so if we can try to prevent that now, that's the best thing to do through good design and that's what we're trying to work on between now and when we get to final plat. That we can try to make this desirable so you don't want that to be kind of the less desirable. And whatever we do for mitigation there, just works it way to provide better mitigation as you get towards North Bay and fiuther down the line too. Doll: And don't you think that someone that's going to purchase the property is going to realize that they're sitting on 212? Laufenburger: Yes, I would think that but there's also people who buy property near the airport that after they buy it say well come and add more sound proofing to my home. Thomas: It's nice to think that it will for sure be well I know the highway's there but you can't you know, you never know. 21 Planning Commission Meeting - December 7, 2010 Ellsworth: The sound wall was finally put up on 494 when they moved it from 2 to 3 lanes so it was a total reconstruction and that's where the funding came from for those sound walls. Aanenson: Correct. Yeah, and this one was when they did the 212 corridor, they limited it in some of that to reduce their cost and they're not going to go back, as Sharmeen stated, they're not going to go back and fence it. Aller: And I would believe that this is still a moving target with the noise and the barrier because you have a natural barrier will only put in those trees and the buffer there. We put in actual homes where there are none now, that might act as a buffer and reduce some of that noise. Ellsworth: And then I'd very much like to work with the water. I think that will improve that pond from where it is today because. Aanenson: Pre -treat it, yeah. Ellsworth: Absolutely. So thank you. Laufenburger: Well I hope we don't interrupt the habitat for that turtle. Aanenson: No. No. Aller: Save the turtles. Laufenburger: Save the turtles, exactly. Aanenson: If I may, I think that's why the park commission also wanted to put the park. It takes a really nice amenity for Springfield to enjoy, and also you have that backdrop of the wetland behind you and then the views there are nice. You can see the lake too so I think preserving some of that, that edge on both those also provides a nice environment for you know, for people and for the wildlife there too. Laufenburger: Okay. Any further comment? I'll entertain a motion. Aller: Mr. Chairman I move that the Chanhassen Planning Commission recommends the City Council approve the Lakeview subdivision and rezoning subject to the conditions of the staff report and the adoption of the attached Findings of Fact and Recommendation thereto. Laufenburger: Thank you. We have a valid motion. Is there a second? Undestad: Second. Laufenburger: Thank you Mr. Undestad. Is there any further discussion? Alter moved, Undestad seconded that the Planning Commission recommends that the City Council approves Planning Case #10-12 to rezone 50.48 acres of property zoned RSF, OA Planning Commission Meeting - December 7, 2010 Single Family Residential District, and R4 Mixed Low -Density Residential, to RLM, Residential Low and Medium Density District for Lakeview Subdivision contingent upon Final plat approval, as shown in plans dated received November 5, 2010, and adoption of the findings of fact. All voted in favor and the motion carried unanimously with a vote of 6to0. Aller moved, Undestad seconded that the Planning Commission recommends that the City Council approves the preliminary plat for Planning Case #10-12 for Lakeview Subdivision for 66 lots and 4 oudots as shown on the plans received November 5, 2010, subject to the following conditions and adoption of the findings of fact: 1. The applicant shall add 34 trees to its total for tree planting. The landscape plan shall show at total of 282 trees to be planted. 2. All trees proposed to be preserved shall be protected by tree preservation fencing. Fencing shall be installed prior to grading. 3. All work and drainage discharge within the MnDOT easement must be approved by MnDOT. 4. The public drainage and utility easement on the north side of the development must be vacated. 5. The existing building and driveway on the north side of the site must be removed. 6. Based on the proposed grading a low area will be created west and north of the Street C stub. The developer must work with the adjacent property owner to either grade out the low area, or install storm sewer to prevent water from ponding in the area. 7. The developer's engineer will shift the storm sewer at the back of Lots 38 to 41, Block 3, further north in order to provide a larger unencumbered backyard area. 8. The storm sewer alignment at the back of Lots 19 and 20, Block 3 must be adjusted to minimize the required drainage and utility easement. 9. The lowest opening of a building must be minimum 18 inches above an adjacent emergency overflow. 10. Additional information must be shown on the final grading plan to show how drainage from the Highway 212 berm will be directed into the existing flared end section located north of proposed Lot 27, Block 3. 11. An encroachment agreement is required if the developer wishes to install an entrance monument at the Street B intersection of Lyman Boulevard. 23 Planning Commission Meeting - December 7, 2010 12. A temporary turnaround is required at the western end of Street C. 13. The development is adjacent to Lyman Boulevard and is therefore subject to the arterial collector fee at the time of final plat. 14. The developer will not be reimbursed for the relocation cost of the 12-inch watermain since the work is development driven. 15. The watermain within Street B between Lyman Boulevard and Street A shall be 8-inch. 16. The delineated wetland boundary must be moved so that no portion of the boundary is located at an elevation less than the 868-foot contour. 17. The delineated wetland boundary will not be considered approved until the public comment period has ended on December 13, 2010. 18. The wetland buffer behind Lot 7 and Lot 8 of Block 4 shall be minimized to be coincidental with the rear lot lines. The area of buffer that would otherwise be present shall be compensated for elsewhere along the wetland boundary. 19. The applicant, with the assistance of the City, must show that adequate capacity exists within the North Bay storm sewer system to accommodate the proposed drainage area to be directed to North Bay. 20. The NPDES General Stormwater Permit for Construction Activity must be applied for and obtained prior to any earth -disturbing activities. Proof of this must be provided to the City. 21. Reasonable efforts must be made to provide a maintenance access road to ponds 100 and 200 in compliance with City Code and the NPDES General Stormwater Permit for Construction Activity. 22. Additional data must be provided for cul-de-sac D to demonstrate sufficient grade for adequate drainage. 23. A minimum of two feet of separation must be provided between the emergency overflow for the MnDOT drainage swale and the low floor opening for Lot 5, Block 2. 24. Two -foot sumps shall be included with structures CBMH-104, MH-203 and MH-222. 25. All storm sewer shall be within a drainage and utility easement. 26. Hydraulic calculations shall be provided to the City for review and approval before the final plat can be issued. 24 Planning Commission Meeting - December 7, 2010 27. Mulch, MnDOT Type 3, certified weed free shall be used in all of Block 4, Outlot A and Outlot B whenever mulch is called for. 28. The remainder of the gully which originates under Lots 4 and 5, Block 2 shall be filled in. This shall be done in such a manner as to avoid additional tree loss and the introduction of weeds and invasive species. 29. The estimated SWMP fees, in the amount of $82,228.55, are due at the time of final plat. 30. Phosphorus removal will need to meet the minimum 60% removal rate and should maximize that to the greatest extent practicable. 31. The applicant shall be responsible to assure that all other agency permissions are applied for and resulting conditions are met. 32. A Landowner Statement and Contractor Responsibility form will need to be filled out and submitted to the LGU (City of Chanhassen) and the DNR. The form can be found at: htty://www.bwsr.state.mn.us/wetlands/forms/Contractor Resoonsibility.doc 33. Appendix A C.1 and C.2 must be addressed including: a. Exposed soil areas must be stabilized as soon as possible but never later than seven (7) days. b. A discussion of the feasibility of infiltration and the appropriate response to these findings. 34. Building Official Conditions: a. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigative and proposed mitigation reports. b. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. c. Retaining walls over four feet high must be designed by a professional engineer and require permits, inspections and final approval. d. Each lot must be provided with separate sewer and water services. e. The developer and or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. 35. Fire Marshal conditions: a. Submit street names to Building and Fire Marshal for review and approval. Planning Commission Meeting - December 7, 2010 b. No burning permits will be issued. Tress, scrubs etc. must be removed from the site or chipped. c. Mains and fire hydrants shall be installed and made serviceable prior to combustible construction. d. A three-foot clear space must be maintained around fire hydrants. e. Temporary street signs shall be installed as soon as construction begins. Signs shall be of an approved size as required by the Chanhassen Fire Marshal. They shall be weather - resistant and maintained until replaced by permanent signs. f. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during time of construction except when approved alternate methods of protection are provided. g. The proposed hydrant between Lots 3 and 4, Block 2 must be relocated to the intersection of Streets B and C. h. The proposed hydrant between Lots 3 and 4, Block 1 must be relocated to intersection of Street B and Lyman Boulevard. 36. The lot width at the rear setback line for lots 1 and 2, Block 4, must be adjusted to reflect 90 feet as required in the Shoreland Ordinance. 37. Successful transfer of Outlot B (4.83+ acres) to the City of Chanhassen through a combination of dedication (3.08+ acres) and fee purchase (1.75+ acres) for development and use as a public neighborhood park. 38. A sign reading "This Road Will Be Extended in the Future" shall be placed at the west end of Street C. 39. The applicant shall work with staff to evaluate the use of a privacy fence and vegetation along the north edge of the property to lessen the noise impact from Highway 212. A solution will be presented with the final plat." All voted in favor and the motion carried unanimously with a vote of 6 to 0. 26 CHANHASSEN PLANNING COMMISSION REGULAR MEETING DECEMBER 7, 2010 Chairman Laufenburger called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Denny Laufenburger, Andrew Aller, Kathleen Thomas, Kevin Ellsworth, Tom Doll and Mark Undestad STAFF PRESENT: Kate Aanenson, Community Development Director; Sharmeen Al-Jaff, Senior Planner; and Alyson Fauske, Assistant City Engineer PUBLIC PRESENT: Mary Beth Maki 150 Lakeview Road East Joe Jablonski US Home Corporation and Lennar Tom Vasquez 179 Lakeview Road East Tim Amlie 8796 North Bay Drive Andy Hopper 181 Lakeview Road East PUBLIC HEARING: LAKEVIEW: REOUEST FOR REZONING FROM RESIDENTIAL SINGLE FAMILY SOUTH OF HIGHWAY 212. APPLICANT• US HOME CORPORATION (DBA LENNAR). PLANNING CASE 2010-12. Sharmeen Al-Jaff presented the staff report on this item. Laufenburger: Alright, thank you Sharmeen. Nice job. In just a moment we'll ask the applicant if he or she would like to make a presentation but before we do that, are there any questions from the commissioners for the staff? Kevin, I'll start down on your end. Ellsworth: Yes Mr. Chair. Sharmeen on, I have a few questions. On page 6 we talk about comments due to the City by December 131h regarding the approval of the wetland type and boundary. What's the purpose of that public comment and does it have any impact on what we're talking about today in terms of decisions by the Planning Commission? Al-Jaff: There is a new ruling that basically when you delineate a wetland you need to have a 30 day comment period for them to basically provide you with any feedback. Ellsworth: So the public could have input on if they delineated it incorrectly for instance? That would be the feedback that they're looking for from the public or what kind of input are they looking for? $CANNED Planning Commission Meeting - December 7, 2010 Al-Jaff: It's not the public per se. It's the agencies that need to provide the feedback. Ellsworth: Oh okay. Has there been any? Al-Jaff: The Water Resources Coordinator has had conversations with them and they don't believe there will be any issues. They're fairly confident that it will be fine. Ellsworth: Alright, thank you. And then on page 7 talking about the Best Management Practices. It's I don't know, two thirds of the way down. It talks about additional Best Management Practices will likely be necessary as the project progresses and condition changes. Who monitors that project as it progresses and makes the decision that they need to change what's proposed or add different practices? Fauske: The City contracts with Carver County Soil and Water Conservation District to do site inspections and so that comment just kind of covers as rain events happen, certain storms they might have to look at alternative practices but the plan that they submitted by and large meets our standards. Ellsworth: Do they go out after a rain event or is there just. Fauske: Yes. Ellsworth: Okay. Fauske: They have regularly scheduled inspections and then after a rain event they're checking on developments. Ellsworth: Very good. Then on page 8, talking about North Bay receiving some of the drainage and it talks about adequate capacity in their storm sewer system. Was that, has that been determined or is that do you think will be an issue or? Fauske: We don't anticipate it will be an issue but we are updating the model. The City has a model that we're working with the developer's engineer to ensure that there's adequate capacity. Ellsworth: And that would come out of the Outlot D, that water quality basin 300? Does that become the reserve, the reservoir for the storm water and then it drains out of there over time, is that how that works? Fauske: That's correct. Ellsworth: Okay. And then on page 9 the phosphorus treatment going into Lake Riley. How, I guess I read that but I didn't understand. A, is it an issue? B, is it measurable? Is it C, treatable? What actually goes on in that regard? 2 a3uiuoa Planning Commission Meeting -December 7, 2010 Fauske: Phosphorus removal is a requirement set down by the State. Phosphorus removal is typically taken by the systemic solids within the runoff so the particulate matter in the runoff contains phosphorus and so the ponding that you see throughout a development is intended to allow those particulate matters to settle to the bottom of the pond and therefore reducing the phosphorus load within the water. And then part of the City's maintenance of storm water ponds includes every, it depends on the pond but you dredge out the pond. You take those sediments out so that it continues to function as designed. Ellsworth: Okay. Is there any monitoring downstream of the pond to see if the phosphorus is actually settling out with the sediment? Fauske: The City works with the Watershed District on doing water quality monitoring. I don't know the specifics of the downstream in this particular case. Ellsworth: Is Riley getting worst or better from the treatments that we've been providing, or don't you know? Fauske: It's hard to say because the data is so new. We don't have any long term monitoring on that. Ellsworth: And aren't they doing a study with the carp who are digging up the sediment on the bottom too and trying to take those out? Fauske: Yes. Ellsworth: Okay. And then the same, right below that talks about the NPDES general storm water permit, and I guess a more general question too. There was a comment about all other agencies permissions are applied for. What's the follow up for that? How do we know that that actually occurs? That's on I think page 18 when we talk about that. Al-Jaff: We will not issue a building permit until we have copies of all of the different permits and we are copied on them as each agency approves them. Ellsworth: Okay, so it's. Aanenson: It's actually, they don't get a letter to proceed until all that's permitted. They don't proceed until all those have been met. Ellsworth: So you wouldn't prohibit any earth movement. Aanenson: Typically we would, yeah. For grading permits and all that, so there wouldn't be, usually we walk a site. Typically if there's erosion control or if there's tree buffering, or tree fencing that needs to go up, then we would walk, typically walk all that. Then they'd be given an order that they can start the project so that's something that Alyson would usually check through and make sure that's all put in place before they can get that. 3 Planning Commission Meeting -December 7, 2010 Ellsworth: Okay, great. Yeah. Thanks very much. That's all I had Mr. Chair. Laufenburger: Thank you Kevin. Kathleen. Thomas: Yeah actually I have a question. How, are these streets pretty much the way they're going to be because I have a question about Street C. It's the one that kind of just dead ends currently. You know there's not a cul-de-sac. It's that, yeah those rows to the left of Street C. Yeah because it's just kind of like a, you know it just stops. I was just curious if it provides adequate turn arounds for fire vehicles and things like that. Al-Jaff: It's a condition of approval that they provide a turn around. Thomas: Okay because it just looked very dead end so it didn't seem like you could back a truck, a fire truck back up and get out. Al-Jaff: You are correct. Thomas: Okay. I just wanted to double check. Thank you. Laufenburger: Anything else? Thomas: That is it. Laufenburger: Okay. Mr. Doll. Doll: Just curious, I know you've looked at this. Any concerns with Lots 1, 2, 3, 4 I guess and Lot 4. It seems like they're pretty steep in the back yard to that pond. Al-Jaff: It is a 3 to 1 grade and there is adequate back yard. It exceeds 15 feet in width. Doll: It is 15, okay. AI-Jaff: That's in addition to the actual patio area. Doll: Oh, okay. And just a thought on Lot 4, Block 4 you've got a, kind of a road. Just think about headlights hitting somebody's house. Maybe there's a thought. I know you want garages on the high side but maybe flip the garage on that so that they're not getting hit and people aren't being disturbed by cars coming in and out of there. Al-Jaff: That's a very good point_ Doll: Do any indication of what would be going into the west you know as far as future thought of development? Aanenson: It is guided low density residential. We've asked the applicant to look at that piece just you know again working with them as Sharmeen indicated to make sure, because we have n Planning Commission Meeting - December 7, 2010 the drainage. Maybe you could point to that drainage area to the west there. It kind of, and looking at the grades, where is the best place to put it so we did ask them to meet with the property owners to the west just to make sure we had that in the best place to provide, that's our job to make sure that they have adequate ability to tie into that street and it would go all the way over to Quinn Road so it could come in RLM. Again the reason we went with the RLM zoning, as Sharmeen indicated, we're kind of between some other zonings. It's a nice transition so if you go over to Quinn Road those lots are a little bit bigger so they could change but it wouldn't be probably less than what this is. It could be a little bit bigger lots. Right now those are still on septic and well in that area. Doll: Oh, they're nice homes. Any, I didn't really look at the berm area on 212. No issue with drainage into, you know back into the proposed lots? Fauske: There is some drainage that enters into MnDOT right-of-way and so the applicant will have to work with MnDOT to get a drainage permit to allow for that but overall the drainage within MnDOT tight -of -way decreases with this development because of the on site ponding and the grading that they're proposing to do. Doll: Okay. And you're good with, you know you mentioned in here you're worried a little bit about getting access to 100 and 200 or you know. Fauske: That's always something that seems to come up quite a bit with developments. We'll work with the developer to try to grade in a bench so that we can get equipment down there to maintain the ponds. Doll: Okay. I have no further questions. Laufenburger: Okay. Mark. Anything? Andrew, do you have any questions? Andrew: No I went down. I just want to note that there's some 38 conditions on the motion as well and by meeting these conditions then they'll meet or exceed all our standards as required by code. Laufenburger: I have just a couple. Sharmeen you mentioned that there was a neighborhood meeting. Al -Jaffa Yes. Laufenburger. Any idea on how many attended that meeting? Al -Jaffa My understanding there were 5 couples that attended the meeting and maybe that would be a question for the developer. Laufenburger: For the applicant, yep. Okay. Bear with me just a moment here. The visual that you have on the screen right now, it suggests there will actually be a visible stream going from 5 Planning Commission Meeting -December 7, 2010 the northwest portion of the property, along that low area and then draining into the wetland. Do you anticipate that that will actually be visible and there will be surface water running there? AI-Jaff: It depends on how much rain we get. It does carry quite a bit of water from 212 and Alyson do you want to. Laufenburger: Is this water being carried from the settling pond in the cloverleaf of 212? Fauske: That's correct, yes_ Laufenburger: Okay, so that water, after it settles and it reaches a certain point, it will drain into this wetland and then from the wetland into Lake Riley. Al-Jaff: Correct. Laufenburger: Okay. Alright, thank you. Okay, I think that was all the questions I had of staff. Thank you very much. Do we have an applicant present that has, wants to make some remarks. State your name please. Joe Jablonski: Good evening. Laufenburger. Would you speak at that podium please. Thank you. Joe Jablonski: Good evening. My name is Joe Jablonski representing US Home Corporation and Lennar as the applicant. I apologize, I'm fighting a cold a little bit here but we'll fight through it. Just a real brief history of the site, or I guess where we got the plan that you see before you this evening. First off I want to thank staff for their work and introduction on the application before you this evening. I think they pointed out several things that were key in coming up with what you see before you. Really when we looked at this we looked at three different issues that the site really has, or challenges I guess. One of them is, the higher density on the north end by North Bay and then the opportunity to transition it down into Springfield. That was one of the things that we looked at as a critical component in the planning. The other one was of course dealing with Highway 212 and the MnDOT drainage right-of-way there and how that kind of dissects the property the way that it does and how to appropriately plan and prepare for that so that we were minimizing the impacts that the residential lots would have up against 212 and we feel that we've done a pretty good job of doing that with this plan. And then the other part of it is dealing with the shoreland overlay. Again that's another issue on the site. It's not a real big site to begin with. It's 50 acres and that's dealing with three pretty challenging things. I think ours site plan here has done a very good job of dealing with those and just wanted to run through that real briefly for you. Other than that I guess to answer the question or comment on the neighborhood meeting, there were I believe 5 couples that showed up. We did have separate meetings with the two property owners immediately to the west there and the neighborhood meeting notices were sent out to the same list of public publications so it went out to the 500 foot radius and we did contact the homeowners association at Springfield and invited them to pass information to encourage them to attend as well so. I guess I'd be happy to answer any other questions you have. I think we have done, I think with the components of the site and 0 Planning Commission Meeting - December 7, 2010 the size of it and what we had to deal with, I think we really did come up with a good plan that meets the needs of the site and fits within what the City is looking for in future development so be happy to answer any questions. Laufenburger: Alright, thank you Mr. Jablonski. If you just want to wait there for a second. Mark, any questions? Undestad: No questions. Laufenburger: Andrew, how about you? Aller: Mr. Jablonski, I went out to the site and I took a look at it and I think the plan does a really good job of utilizing the area that you have, which is minimalized by shoreland overlay. My major concern when I was out there was looking at the transition from the wetland and on those properties that abut that and I'm wondering with the, do you know what type of footings are contemplated as far as the homes that are... Joe Jablonski: You mean the shoreland overlay? Aller: Yeah. Are they going to be deeper than normal? Are they going to be standard? Are they going to be? Joe Jablonski: Well what we would do is attempt to, or we would work with our soil engineer and our primary design engineer to come up with, our first choice would be to correct them all so that any house can be built on any pad and not have those issues. If there are certain cases where, because basically what we're doing is, if you were out there you're familiar with the fact that obviously the wetland sits down low and that as you get up towards 212 the elevation comes up quite dramatically. It was another challenge of this site that I didn't really point out but what we were proposing or planning to do was basically bring the grades of those up so that we're correcting pads and creating walkout's on there so that they're taking advantage of the 8 to 10 foot fall from the top at the street grade down so our intention would be to not have to do that but of course we work with our soil expert and our professional engineers and the City's building department to make sure we're following codes and standards. Aller: Do you know how high you contemplate that from being from the high water mark of the wetland? Aanenson: City ordinance is minimum 3 feet so those are always checked between the different departments for review but that's the minimum. The lowest elevation. Fauske: Mr. Chair if I may. To answer Commissioner Aller's question, based on the information, the high water level of the proposed pond is at 869 with the low for the adjacent walkout's being around a 92 so there is over 20 feet there in elevation so we anticipate adequate. Laufenburger: Does that answer your question? Planning Commission Meeting - December 7, 2010 Alter: It does, thank you. Otherwise I've again, I've been out to the property. I compared it with the drawings and the specs that we have on the report which was another great job by staff and I think it looks like a really nice plan. Laufenburger: Okay. How about this end? Kevin, you have any questions of the applicant? Ellsworth: Yes Mr. Chair. Mr. Jablonski, was there any decibel curves drawn from the noise from the freeway? What do you anticipate for noise in those homes you know closest to the highway? Joe Jablonski: We have not evaluated that through a study. We would, obviously we understand that there'll be certain challenges marketing wise for those particular homes and we'll do I guess what we feel necessary. Probably above and beyond the landscape type plan that you see there but would meet those through our marketing. Ellsworth: I guess my concern is that, you know 5 years from now the homeowner's get together and say oh it's too noisy here and then now you petition MnDOT for a sound wall and then we all pay for the sound wall whereas it would be part of the development if it went up first. I have no idea what the relationship with MnDOT is in petitioning for a sound barrier or not. And maybe staff can help me there. Joe Jablonski: The, I can speak to that a little bit. Well first off the good thing about this case is that the road is already in so the homes are going to be familiar with the fact that the road's there. It's not going to be something that 5 years, 10 years from now it's going to be a surprise. I think people understand that over time the traffic's probably going to get worst you know and it's going to be used more. However we will also, through our purchase agreements and things, properly disclose that you know obviously you're in close proximity to a highway and that, we're going to make sure they understand that we're doing everything we can to tell them and be upfront with them about the highway and things. There are decibel standards put forth by MnDOT for sound walls and those type of studies that are done and one of the things that they do is a, I guess a feasibility or reasonableness study and with that they measure how many homes will benefit from the use of a sound wall given a distance away from and I believe in this calculation it was approximately 12 homes. Not having a soil, or a sound study completed but just off of my conversations with our engineer, and with that, what they do is they take the feasibility or the cost related to preparing sound walls. See how many homes it will benefit and then what the cost and the, in this case what is determined is that the cost associated with a wall would probably not benefit the community as a whole. Because as you get further away from Highway 212 that need for it is going to continue to drop and so. Ellsworth: But are the homes on the edge looking down on the highway or is there a berm that separates it? That you look up from that yard. Joe Jablonski: The homes as you go from east to west, I believe the homes on the far west, which would be Lot 11 and 12 are approximately 68 feet above, sitting about the highway at garage level. So those homes and yards will be at or above the garage. Or Highway 212. 93 Planning Commission Meeting - December 7, 2010 Ellsworth: Okay, thank you. Laufenburger: It does present a marketing problem though doesn't it? Joe Jablonski: It could. It could be challenging a little bit on those particular home sites but that's why, you know when we went through several concepts when we were laying this out and one of them had several homes backing up into 212 corridor and we decided to make the adjustment and change it the way you see it tonight simply to reduce or minimize the number of homes that are impacted by it. Laufenburger: Kevin, you have any more questions? Ellsworth: No. Laufenburger: Commissioner Thomas. Thomas: I do not have any questions, thank you. Laufenburger: Commissioner Doll. Doll: What was the, and you may have said this and I missed it. The consensus from your meetings with people. Positive? Negative? Joe Jablonski: To be honest the most response we got was people prospecting or looking to move from Springfield into a new community. So I would say that's a positive for us, yes. Laufenburger. Anything else? Doll: No. Laufenburger: Mr. Jablonski, do you, does US Home Corporation have any other experience in Chanhassen? Joe Jablonski: Yes. Laufenburger: Can you talk a little bit about that please. Joe Jablonski: We, US Home Corporation is also an affiliate of Lundgren Bros and Orrin Thompson Homes. We did develop and build the homes across the road in Springfield. We've built Ashley Meadows. We're currently building in Pinehurst and Lake Harrison. We have built a number of communities throughout Chanhassen through the years so we're very well versed in Chanhassen in the area and have a pretty long history. Laufenburger: Okay, very good. In the report there's discussion about the phases or the pace at which you would likely develop. Can you just speak to that a little bit, now that you're here. 91 Planning Commission Meeting - December 7, 2010 Joe Jablonski: I can. Obviously it's a little bit difficult to speak about the marketability or how quickly things will go but what our current projections are, between 25. 20 to 25 a year so it'd be about a 3 year development or build out. Laufenburger: And if things go well you would begin development in the spring, is that correct? Joe Jablonski: Correct. Laufenburger: Okay. So just for those of us that are not familiar with the construction industry, if you begin development in the spring does that mean we'd likely see foundations showing up in the fall or the following spring? Joe Jablonski: We are pretty aggressive in starting our homes, as long as we're able to work with our, with the building department and the fire marshal. We like to get started pretty early in the process if the access is appropriate and we'd like to get started for sure by fall so that we have something ready right away in the spring of the following year. Laufenburger: Okay. Do you name the streets? Joe Jablonski: Me personally, no. Laufenburger. But does the developer? Joe Jablonski: The developer does. We were limited in naming the main road coming in because it is a dead end connection from North Bay so that was a required street name. The rest of them, you can correct me if I'm wrong but. Aanenson: They submit the names of, building department reviews them and then also the County can reject them too if there's ambiguity or similar type names so. Laufenburger: Do you sell the names and get a huge royalty like TCF Bank Road or anything like that? Aanenson: No. Alright. Thank you. Any other questions? Aller: Mr. Jablonski, would you be intending to grade all at once or piecemeal? Joe Jablonski: That's going to be challenging part of this. It's likely we will have to grade the whole thing just because of the topography of the site and some of the things that we're having to deal with. It's very likely we'll have to grade it all. Aller: And do you foresee putting in the park during the grading phase or Phase I? Joe Jablonski: Well it is a city park so we'll be working with the park commission and the park board and City Council to see what they want to do but certainly our, we would prefer to see the park done as quickly as possible. 10 Planning Commission Meeting -December 7, 2010 Aller: Thank you. Laufenburger: Alright, thank you Mr. Jablonski. Ellsworth: Mr. Chair. Laufenburger: Yes. Ellsworth: Mr. Jablonski, I'm not familiar with developments how they evolve. Will you start on the northern end building homes or is it really whoever comes in and says oh I like that lot and so you build a house there. Someone comes in and says I like that lot over there or is there a process? Joe Jablonski: Well we would start with the primary entrance off of Lyman Boulevard there and assuming we were doing approximately 25 lots per phase, that would get us about part, up to the intersection of the first cul-de-sac road and may even get into that whole first cul-de-sac on the west side. And typically we start model homes and inventory homes obviously with close proximity to a main entrance but from there it is kind of market driven on where people want. Ellsworth: Thank you. Laufenburger: Alright, thank you Mr. Jablonski. Joe Jablonski: Thank you. Laufenburger: At this time I'd like to open the public hearing. If there's anybody present that would like to speak about this item, I'd ask that you please step up to the podium. State your name and address. Good evening and welcome. Tom Vasquez: Good evening. My name is Tom Vasquez. I live at 179 Lakeview Road East. That's in North Bay and for the last 5, 6 years I've been privileged to serve as the president of the North Bay Homeowners Association. I'd like to call the commission's attention to two errors that are made in the application for this development. On page 3 of the application, under the heading City Standards, in that paragraph it reads to the east you will find the higher density North Bay neighborhood. North Bay is made up of attached and detached townhomes. That is not correct. North Bay has only single family homes. There are no common walls. There are no attached townhomes. I suspect that that statement might have been made to affect the last sentence in that section which relates to the differing densities between North Bay and other areas. However let it be said that North Bay has only single family homes. The second error I'd like to mention to the commission is that if you look on that map up there you see on the northeast side the continuation of a road. A road that currently is a city street and goes through North Bay and the name of that road is Lakeview Road East. It's been that road for 11 '/2 years that my wife and I have lived in North Bay. On all the maps that go with the application, that road is identified as Lake Riley Road East. That is not correct. Lake Riley Road East is a road further to the east in the Lakeside development. But let it be known that Lakeview Road East is 11 Planning Commission Meeting - December 7, 2010 the proper name of the city street that is referred to in these maps in the North Bay area. We are not opposing, we are not opposing this development but we do have some concern. The primary concern is surface water runoff. We would like to be assured that the development plans are such that catch basins are provided for 100% of the surface water runoff from the proposed development. A bit of history. About 6-7 years ago the development to the east of North Bay called Lakeside was developed and there we were alerted to the fact that that land, as is the land in the proposed subdivision, is higher. Higher than the land in North Bay. At the Planning Commission 6-7 years ago I mentioned our concerns and the developer of Lakeside at that time agreed without hesitation that it was a proper concern to have 100% of the surface water runoff directed to catch basins. I realize that with this proposed development a lot of grading is to be done but still we are concerned about the surface water runoff and I have seen nothing in the proposed plan that was released to the public to address that fully and we would like to be assured that that is the case. A second concern we have is a concern that has been very gratefully observed by the developer of Lakeside and also the current developer that is doing some additional work there, and that is that we have a lot of senior citizen residents that live in the single family townhomes along Lakeview Drive East. Lakeview Road East, I'm sorry. Right name. Lakeview Road East_ And we have requested in the past and the contractors and the developers have very kindly observed this request that construction vehicles, worker vehicles and so forth use the Lyman Road entrance to all work rather than coming up Lakeview Drive East, and they have observed that. So we would like to be assured about the surface water runoff. We're lower but we don't need a flood. Thank you. Laufenburger: Thank you Mr. Vasquez. I appreciate your notation of the two items. Staff can you speak to the naming of Lake Riley versus Lake, Lake Riley Road East, Lakeview Road East. Is that just a mistype or? Fauske: We'll get it corrected. Laufenburger: Thank you. Alright, I thought so. How about the surface water runoff, is that something you can address? Fauske: Certainly. One of the requirements and we touched on it a little bit earlier at the meeting here tonight is that the existing drainage of this site towards the development to the east, there is currently drainage going to that area. The developer proposes with the changes in grading and with catch basis, as Mr. Vasquez mentioned, he would like to see catch basins in the street. There are catch basins in the proposed street connection to the east. We are reducing the area draining to the North Bay development and city staff is working with the developer's engineer just to ensure that we have the capacity in the pond there to make sure that the pre and post development discharge rates and volumes are adequate. Laufenburger: Okay. Pleased that you're aware of that and thank you for addressing that. And the last item that Mr. Vasquez mentioned was a construction, and I know that the City works very closely with the construction departments to ensure that the vehicles, to the best of their ability avoid the residential streets. 12 Planning Commission Meeting - December 7, 2010 Aanenson: I think we put in the development contract when Ron Clark did the Lakeview, that they use that construction access and we'd do the same thing here. Fauske: That's correct and as Mr. Jablonski had mentioned with the phasing of their development, it would certainly make sense to have access off Lyman Boulevard but we'll work with the developer to make sure that works with their development plans and stipulate that in the contract. Laufenburger: Okay. I think I want to ask this question of Sharmeen. I take Mr. Vasquez's word that on the error number one where he says North Bay is only single family homes. Does that change your transition plan at all? AI-Jaff: No, it is the same and it's in their narrative that the applicant had submitted to the City. Laufenburger: Okay. Al -Jaffa It's not staff that put that language in there but it is still a transition. We looked at the density. What North Bay has is a denser development, yet they are detached units and the development that you have before you today is actually a transition so it's less dense as it gets closer to Springfield development and the property to the west. Laufenburger: Okay, thank you. Any other comment from the public at this time? Ellsworth: Mr. Chairman, a follow up? Laufenburger: Oh sure, please do. Please step up and I'll ask your name in a moment. Ellsworth: I share Mr. Vasquez's concern about the runoff to North Bay and I know there's the modeling and so on but what's the recourse for North Bay residents if the modeling's wrong? So development goes in and we have high rain that year. Maybe near the top of the model's constraints and they've got flooding problems down there. Who do they talk to? And then how is that resolved? Fauske: It would be public infrastructure and we would work with the residents to develop the solution. Ellsworth: Because we approved the modeling and so on, then it becomes the City's responsibility to address any issues that came from that? Fauske: That's why we're extremely diligent with our runoff calculations. Ellsworth: Good point. Thank you. Laufenburger: Thank you. State your name and address please. 13 Planning Commission Meeting - December 7, 2010 Tim Amlie: Good evening. My name is Tim Amlie and I live at 8796 North Bay Drive in North Bay. I live kind of at the corner, in the northeast part of the map there. The very comer where North Bay and Lakeview meet. A couple first things. First of all then noise issue that was touched on earlier. Before the development gets going I would do anything in my power to work with MnDOT to get some kind of wall up there. Where I live the noise isn't horrible but when you're coming down Lakeview, when it's busy times of the day and night, the noise just comes over that field and people who live further down, I know that it will be an issue for your homes as they come up and you know with the density getting deeper there, my experience is the more dense they'll work with putting walls and stuff in. I highly recommend doing that before any building was done because it is definitely noisy there. It's very definite so I'd definitely for your marketing plan and everything else, work with that. Second of all, when they're doing all this grading on that area and our prevailing northwest winds are blowing towards all the dust that's going to collect in North Bay and the area. What is the building going to do to work with us on that when I come out on my patio and it's pitch black and dust and things like that? You know what's going to happen to my neighborhood when that's going on? And then a third and final thing I'm questioning on, right at the, where the end of the street is where Lakeview comes to an end before, where the dead end just meeting that new area, for the last years and years and years we've been able to park, we've got boat access so we have our, keep our boat trailers back up in those bushes and stuff and we do not want to lose access to our edge of the property there for keeping our boat trailers and stuff back in the summer back there, so that's an issue too to make sure that we have access to that area because that's important to us to keep our boats at North Bay. Laufenburger: Kate, could you address that please? Aanenson: Well I'm not sure that when we originally put that plan together that that was intended to be a parking place for boats. It was always intended to be a street to go through so. Tim Amlie: Well it's back in the woods. It's, but it's just that we don't, when they build their lots and stuff that we still have access to our edge of our lot back there. Aanenson: It's common, that's common HOA property because those lots are actually in about 3,000 square feet so that really would be an issue for the homeowners association to address because we did not accommodate. There is guest parking in that area but we have not accommodated for outdoor storage or boats on that property so I guess I'd ask you to work with your homeowners association on that. Tim Amlie: We just don't want to lose the access to get out stuff to it. That's what we're talking about. It's not. Aanenson: What I'm telling you is, the City has not approved a legal plan for you to have outdoor storage so I don't see our's, it wouldn't be our mechanism to make sure that you continue to use that. The only outdoor storage that should be there would be temporary parking. Otherwise that's something that typically we get enforcement complaints on so. 14 Planning Commission Meeting - December 7, 2010 Laufenburger: So you have a convenience of that, just as a result of no activity in that area but that's not a convenience that is an entitlement associated with approval of the plans so the Planning Director is speaking truth here. You need to work closely with the homeowners association. Tim Amlie: Well I'm on the board there too. Aanenson: Yeah, you might try to find some other place that you can accommodate that is what I'm saying on that site because I'm not sure how the grades are going to match up there and some of that vegetation, how that transition's going to work so that might not still be accessible. Tim Amlie: Sure. Aanenson: Okay. Laufenburger: Did you have a comment? Aller: No. Laufenburger: Thank you Mr. Amlie. Any other comment from the public? Certainly Aanenson: Can I just ask one other question that was grading and dust? Laufenburger: Yes. Aanenson: I know this is a common complaint and we do manage our sites, we try to keep the construction activity, manage that so if it is an ongoing issue, that's something that any of the neighbors can call and let us know, we'll actually they're supposed to be keeping those sites watered so the dust doesn't come up so that's something that we try to manage. So if there is complaints about that, that it's not being properly managed, that's certainly an enforcement issue that we'd want to be aware of but that's also part of the development contract. Before they get the order to proceed things that we expect them to manage and sometimes we have a few dry weeks and things get out of hand but we certainly want to manage that and we want to be informed if there's a problem. Laufenburger: That's a good point. We can enforce that which we know about and though we may be on site doing inspections periodically, it's often then neighboring citizens that we would encourage to contact us if we, or contact the City if there's any problem. Good evening. State your name and address please. Andy Hopper: Good evening. Yes, my name is Andy Hopper and I live at 181 Lakeview Drive, or Lakeview Road. Sorry Tom, East. Laufenburger: We're going to get this name right 15 Planning Commission Meeting - December 7, 2010 Andy Hopper: I live coincidentally right next door to Tom on one side and Tim on the other side so. Laufenburger: This is a conspiracy, is that what you're saying? Andy Hopper: That's right. I'd really like to talk about two things. One is to reinforce or once again state our concern about the, during the construction the potential for mud and rain and so forth coming down that road. If you've been on Lakeview Drive or Lakeview Road, it's a, almost a straight shot up the hill. If you look up where the little north sign is on that map. If you're, at the bottom of the hill it's a straight shot up the hill and it's a perfect cul-de-sac. Conduit I should say for rain water. And so if there's mud and debris that's loose from the construction, it'll all come right down that street. And right at the top where it makes the turn, that's the high point and the, there's a, the road had been previously graded. It's at a higher elevation than the surrounding terrain. I'm not sure what the developer planned to do about that. Whether they're going to lower that road or whether it's going to stay elevated the way it is but I can assure you mud and debris will come down that road. Now the other thing is, to my understanding that when the Highway 212 was originally envisioned or put in, that there was an agreement with our association some time ago and the state highway department that the sound barrier that's there actually would be longer. That it would extend further toward Highway 101 than they actually ended up by doing so it has been, according to my understanding, the State did less than they said they would do at the time they put that highway in. Now as Tim has so aptly stated, it's a very significant, that noise is a very significant factor. Especially at commute times in the morning and at night. Doesn't affect us personally too much because we're behind a couple of other homes but if you stand out in the street, it's loud. So a piece, a word of advice to the developer. I would say you ought to strike while the iron is hot here and while there's the prospect of 50 homes or there about's. I'm not sure exactly how many homes_ 60 homes. Laufenburger: 66. Right now 66 lots are part of the rezoning. Andy Hopper: That they, that this would be an opportunity to see if you can gather up those promises and see if they could be, that sound barrier could be done. It'll have to be some day because it's, it ends abruptly right at about where the light green area starts and doesn't extend at all. Now I had a couple more general questions about the nature of the development itself. The wetland. We're kind of new to the neighborhood. We love it. We love the native, the very, very natural kind of view. Sense you get when you drive through the neighborhood. There are deer. There's the, I even saw a large turtle coming out of that pond about 6 months ago just before, I guess mating season or egg laying season or something. What will be the impact of this development on that pond? Can anybody answer that question? Laufenburger: I think we can. Do you want to ask your second question as well and then we'll try to answer them. Andy Hopper: Okay. Are there going to be fences on this property? Anywhere on this property. Laufenburger: What do you mean by fences? 16 Planning Commission Meeting - December 7, 2010 Andy Hopper: Well between the lots for example or are, because in our neighborhood there are no fences at all and I'd like, if possible I'd like to see it continue that way. In other words the wildlife and so forth is able to wander freely around the place and that's one of the things that makes it nice. The other thing is the pond is fully grown over with reeds and grass. Will the developer or anyone attempt to change that? Aanenson: I'll answer the fence question first. I think they're kind of embedded together. Similarly when this subdivision, North Bay went in the functionality actually of that wetland probably improved a little bit as far as going from agricultural and how it was being used and straight runoff being pre-treated which similarly this will also do, is pre -treating it before it goes in. Obviously you're taking some of the runoff from 212 but as far as putting fences on there, if the homeowners choose to put fences around there, typically we have ordinances when you get closer to the wetland. How they'd be open but if someone else in there wanted to put a fence up, I don't think we would want to prohibit that. Consequently we also have the MnDOT drainage area for movement if there's wildlife to go through that area throughout the city. We still can anticipate that. We have the golf course that's also probably mentioned some wildlife that would still move between that area. Andy Hopper: Well could you make that a little more specific? Exactly how that would apply here. Aanenson: Well I'm saying there's a wildlife corridor. You know when we look at the city there's a significant wildlife corridor, like when you go down Bluff Creek starting at Minnewashta and going down to the Minnesota River Valley. There's also when you go further to the west, maybe you can show the slide of that. The first slide Shamieen where the wildlife would be on there going from the golf course, going over down. As you go down Lyman through the Springfield neighborhood. Down Bandimere Park. Kind of that corridor right there. There's another big wetland when you get to the corner of Lyman and 101. If you could use the pointer please Sharmeen it would be very helpful. Maybe take the pointer and kind of show kind of that, so you've got those wetlands there. Those complexes. That's where some of that wildlife's moving. Down to those wetlands there along 212. You go down now at 212 you see deer along kind of those corridors so it's still going to move through that direction. Andy Hopper: Well, will the nature of the pond be changed in any way? Aanenson: I think as far as improving the quality because we're pre -treating some of the runoff that's going in there now. Alyson if you want to add anything to that. Fauske: Wetlands are protected by the State so there will be no alteration to the wetland as you see it. There will be minor grading to install for example a pond outlet so that it can discharge through there but the vegetation that you see today is what will still exist. Andy Hopper: Pond outlet? Fauske: Yes. 17 Planning Commission Meeting -December 7, 2010 Andy Hopper: What is there now? Fauske: The pone that's directly north that you. Andy Hopper: Oh that little pond. I'm talking about the larger area. Yes, okay. Fauske: So there will be some minor disruption but the vegetation surrounding the wetland and the buffer, as Sharmeen explained, had discussed during her presentation, there's a wetland buffer. That's an area that cannot be disturbed with the development. Al -Jaffa And this development is proposing to leave it intact. Andy Hopper: And so the residents couldn't reasonably be expected to start to build the beaches and parks and what have you on the edge of the pond? Aanenson: No. Laufenburger: This will not become Lotus Lake, if that's what you're saying. Andy Hopper: Yes. Thank you. And with the fences I guess there's nothing we can say about that. Aanenson: Well I guess you know we do have an ordinance that requires when you're adjacent to a wetland how you can place a fence. So you can't block the wildlife movement but I'm anticipating this is a more traditional single family neighborhood that if someone had a pet or wanted to fence in their yard would typically, it's different than the North Bay where you've got a smaller lots and it's common. These people have individual lots and not a common lot. Andy Hopper. Yes, I understand. Aanenson: It's a little bit different. Yeah. Andy Hopper: Okay, but does the developer plan to put fences in as part of the specific home development? Laufenburger: Mr. Jablonski, do you want to speak to that at the podium? Thank you. Joe Jablonski: Mr. Chair and to answer the question, we would not be putting any fences in ourselves necessarily per se up front. We would leave it at the discretion of the homeowners if they choose to. Laufenburger: So there's nothing in the, in the appearance of the general design of the entire property that calls for, what would I call it? Ornamental fencing of any sort. Joe Jablonski: No. We have not planned for any up front. Again it would be at the discretion of the homeowners or the individual lot owners as they so choose. 18 Planning Commission Meeting - December 7, 2010 Laufenburger: And as long as the lot owners follow the ordinances that are in place by the City, then they're free to build that fence if they choose to. Aanenson: And I think it'd be really typical, if you look across the street in the Springfield neighborhood, there's some homes that have fences and some that don't and it's kind of individual choice depending on how they use their yard and how they see it. Laufenburger. Okay, thank you Mr. Jablonski. Mr. Hopper, thank you for your comments. Anything further at this time? Andy Hopper: No. Thank you very much. Fauske: Mr. Chair, if I may just to clarify one of the questions that came up is where the drainage along the street there. Laufenburger: Yeah. Fauske: Just for clarification for both the Planning Commission and the residents. The high point is approximately at this location so that should give the residents an indication of exactly how much, approximately 300 feet of street that would be draining down towards the North Bay development. Laufenburger: So the general contour of the property at that point is not going to be changed to shift the drainage from the east to the west, is that correct? Fauske: Correct. Laufenburger: You're pointing out the high point. Fauske: Correct. So from approximately this location it will drain to the east, and that's that section of storm sewer and the drainage calculations that we're verifying to make sure there's adequate capacity in the system. Laufenburger: So there is some drainage there right now. Fauske: That's correct. That's correct. Laufenburger: Okay. Understand that commissioners? Okay. Thank you very much. Is there any other comment from the public at this time? Okay I want to thank everybody who not only came but also especially those who came forward and expressed their views. I'm pleased to see that, as I'm sure all the commissioners are, that the surrounding citizens do want to express their feelings. I thank them for that. If there's no other public comment, I'd like to close the public hearing at this time. Commission members, do you have any additional questions of staff as a result of the comments from the public? Anything? Okay. Well let's just take a moment to consider your thoughts on how we should proceed on this. Mark. M Planning Commission Meeting - December 7, 2010 Undestad: Yeah, you know I mean I think it's very well put together. Staff did a great job. They've got a great development team on the whole package. I like it and I think it's well done. Laufenburger: Good, okay. Mr. Aller. Allen. Well I had the same concerns that some of the residents did and that's one of the reasons why I went out to actually look at the property. When I went through the conditions that are stated in the findings and what is expected of Lennar in putting this together, I think all my concerns were pretty much answered. It will all be in the doing. The planning appears to be appropriate and I think it's just going to be a matter of whether or not the soils will handle it and as they move forward whether or not certain conditions need to be addressed, which they probably will. Most things are moving target in doing a subdivision so I think the plan though looks I think appropriate for the property. I think it's a great use of the wetland and maintaining that wetland and I would recommend the property. I think it looks good. Laufenburger: Okay. How about down here. Tom. Doll: I think it's well thought out and I wish them good luck. Thomas: Yeah, I agree. Laufenburger: Okay. Kevin. Ellsworth: I think it looks very nice. A lot of work. A lot of good work went into it. I still have concern over the noise. I lived off of 494 for 7 years in Minnetonka before they put up the wall and there were days you couldn't have a conversation in the yard it's so loud. Now I know they've made advances in concrete and that the concrete's a little quieter on 212 but also I live presently off of Pioneer Trail and Highway 101 and in rush hour it's noisy down there. If the wind's out of the north at all, and so it just seems there's an opportunity to get that sound wall up now. I mean if it does, the one gentleman pointed out, it ends just past the property of the adjacent property and you can see it in one of the pictures. But again that's obviously a conversation the developer's had and considered it with MnDOT. I'm surprised the City doesn't have any kind of ordinances regarding protection from sound and that type of thing but apparently we don't. Laufenburger: I wonder if we could have staff clarify something. I certainly believe what I believe it was Mr_ Hopper, what he said that he thought there was something. Is there some way we can check to see whether or not MnDOT in fact had made a commitment to extend that sound barrier farther to the west? Al -Jaffa Once a highway is in, MnDOT will not use any funding for walls. At least that's, we've had conversations with them and basically, I'm going to read the sentence. MnDOT policy regarding development adjacent to existing highways prohibits the expenditure of highway funds for noise mitigation measures in such areas_ K11 Planning Commission Meeting - December 7, 2010 Laufenburger: Is it possible for us to determine whether or not there's any validity to the comment, I'm paraphrasing this. We thought the barrier was going to be farther, closer to 101 than it actually turned out to be. Aanenson: I can address that briefly. When they did the 212, it was a design build and part of the construction cost, the only mitigation that was put in place with those homes put in place. They will not go back and retrofit that. Laufenburger: Okay. Aanenson: So a lot of discussion went on like the burden for individual development to bear that, is it a fair burden for an individual developer to build at that scale. It seems onerous. We've had a discussion with the developer saying we need to look at the noise mitigation attenuation to see what we can do. They're working on that. It's not going to be the same scale and size of the existing wall. Cost prohibitive. But they are working on that. They're aware that is an issue. We pointed that out so we're going to come back before final plat with some more specific plans. They've got a berm and you know try to work through that. I think as the developer pointed out, I think the best thing that we did was try to make the cul-de-sacs go and looked at how many houses were against it and we tried to remove that. We tried to mitigate through design the best we can and we're trying to take it to the next level but MnDOT's not going to come back and build the wall and to ask the developer to build it at that cost, is very expensive. Laufenburger: So we're really asking for consideration for those people that do not yet live there. Obviously we can't change it for the people that are already living in North Bay. Aanenson: Right. Laufenburger: I mean that's. Aanenson: But so noted as was stated, I think you don't want to create something that's inferior over time that becomes less desirable to live so if we can try to prevent that now, that's the best thing to do through good design and that's what we're trying to work on between now and when we get to final plat. That we can try to make this desirable so you don't want that to be kind of the less desirable. And whatever we do for mitigation there, just works it way to provide better mitigation as you get towards North Bay and further down the line too. Doll: And don't you think that someone that's going to purchase the property is going to realize that they're sitting on 212? Laufenburger: Yes, I would think that but there's also people who buy property near the airport that after they buy it say well come and add more sound proofing to my home. Thomas: It's nice to think that it will for sure be well I know the highway's there but you can't you know, you never know. 21 Planning Commission Meeting -December 7, 2010 Ellsworth: The sound wall was finally put upon 494 when they moved it from 2 to 3 lanes so it was a total reconstruction and that's where the funding came from for those sound walls. Aanenson: Correct. Yeah, and this one was when they did the 212 corridor, they limited it in some of that to reduce their cost and they're not going to go back, as Sharmeen stated, they're not going to go back and fence it. Aller: And I would believe that this is still a moving target with the noise and the barrier because you have a natural barrier will only put in those trees and the buffer there. We put in actual homes where there are none now, that might act as a buffer and reduce some of that noise. Ellsworth: And then I'd very much like to work with the water. I think that will improve that pond from where it is today because. Aanenson: Pre -treat it, yeah. Ellsworth: Absolutely. So thank you_ Laufenburger: Well I hope we don't interrupt the habitat for that turtle. Aanenson: No. No. Aller: Save the turtles. Laufenburger: Save the turtles, exactly. Aanenson: If I may, I think that's why the park commission also wanted to put the park. It takes a really nice amenity for Springfield to enjoy, and also you have that backdrop of the wetland behind you and then the views there are nice. You can see the lake too so I think preserving some of that, that edge on both those also provides a nice environment for you know, for people and for the wildlife there too. Laufenburger: Okay. Any further comment? I'll entertain a motion. Aller: Mr. Chairman I move that the Chanhassen Planning Commission recommends the City Council approve the Lakeview subdivision and rezoning subject to the conditions of the staff report and the adoption of the attached Findings of Fact and Recommendation thereto. Laufenburger: Thank you. We have a valid motion. Is there a second? Undestad: Second. Laufenburger: Thank you Mr. Undestad. Is there any further discussion? Aller moved, Undestad seconded that the Planning Commission recommends that the City Council approves Planning Case #10-12 to rezone 50.48 acres of property zoned RSF, 22 Planning Commission Meeting - December 7, 2010 Single Family Residential District, and R4 Mixed Low -Density Residential, to RLM, Residential Low and Medium Density District for Lakeview Subdivision contingent upon final plat approval, as shown in plans dated received November 5, 2010, and adoption of the findings of fact. All voted in favor and the motion carried unanimously with a vote of 6to0. Aller moved, Undestad seconded that the Planning Commission recommends that the City Council approves the preliminary plat for Planning Case #10-12 for Lakeview Subdivision for 66 lots and 4 outlots as shown on the plans received November 5, 2010, subject to the following conditions and adoption of the findings of fact: 1. The applicant shall add 34 trees to its total for tree planting. The landscape plan shall show at total of 282 trees to be planted. 2. All trees proposed to be preserved shall be protected by tree preservation fencing. Fencing shall be installed prior to grading. 3. All work and drainage discharge within the MnDOT easement must be approved by MnDOT. 4. The public drainage and utility easement on the north side of the development must be vacated. 5. The existing building and driveway on the north side of the site must be removed. 6. Based on the proposed grading a low area will be created west and north of the Street C stub. The developer must work with the adjacent property owner to either grade out the low area, or install storm sewer to prevent water from ponding in the area. The developer's engineer will shift the storm sewer at the back of Lots 38 to 41, Block 3, further north in order to provide a larger unencumbered backyard area. 8. The storm sewer alignment at the back of Lots 19 and 20, Block 3 must be adjusted to minimize the required drainage and utility easement. 9. The lowest opening of a building must be minimum 18 inches above an adjacent emergency overflow. 10. Additional information must be shown on the final grading plan to show how drainage from the Highway 212 berm will be directed into the existing flared end section located north of proposed Lot 27, Block 3. 11. An encroachment agreement is required if the developer wishes to install an entrance monument at the Street B intersection of Lyman Boulevard. 23 Planning Commission Meeting - December 7, 2010 12. A temporary turnaround is required at the western end of Street C. 13. The development is adjacent to Lyman Boulevard and is therefore subject to the arterial collector fee at the time of final plat. 14. The developer will not be reimbursed for the relocation cost of the 12-inch watermain since the work is development driven. 15. The watermain within Street B between Lyman Boulevard and Street A shall be 8-inch. 16. The delineated wetland boundary must be moved so that no portion of the boundary is located at an elevation less than the 868-foot contour. 17. The delineated wetland boundary will not be considered approved until the public comment period has ended on December 13, 2010. 18. The wetland buffer behind Lot 7 and Lot 8 of Block 4 shall be minimized to be coincidental with the rear lot lines. The area of buffer that would otherwise be present shall be compensated for elsewhere along the wetland boundary. 19. The applicant, with the assistance of the City, must show that adequate capacity exists within the North Bay storm sewer system to accommodate the proposed drainage area to be directed to North Bay. 20. The NPDES General Stormwater Permit for Construction Activity must be applied for and obtained prior to any earth -disturbing activities. Proof of this must be provided to the City. 21. Reasonable efforts must be made to provide a maintenance access mad to ponds 100 and 200 in compliance with City Code and the NPDES General Stormwater Permit for Construction Activity. 22. Additional data must be provided for cul-de-sac D to demonstrate sufficient grade for adequate drainage. 23. A minimum of two feet of separation must be provided between the emergency overflow for the MnDOT drainage swale and the low floor opening for Lot 5, Block 2. 24. Two -foot sumps shall be included with structures CBMH-104, NM-203 and MH-222. 25. All storm sewer shall be within a drainage and utility easement. 26. Hydraulic calculations shall be provided to the City for review and approval before the final plat can be issued. 24 Planning Commission Meeting - December 7, 2010 27. Mulch, MnDOT Type 3, certified weed free shall be used in all of Block 4, Outlot A and Outlot B whenever mulch is called for. 28. The remainder of the gully which originates under Lots 4 and 5, Block 2 shall be filled in. This shall be done in such a manner as to avoid additional tree loss and the introduction of weeds and invasive species. 29. The estimated SWMP fees, in the amount of $82,228.55, are due at the time of final plat. 30. Phosphorus removal will need to meet the minimum 60% removal rate and should maximize that to the greatest extent practicable. 31. The applicant shall be responsible to assure that all other agency permissions are applied for and resulting conditions are met. 32. A Landowner Statement and Contractor Responsibility form will need to be filled out and submitted to the LGU (City of Chanhassen) and the DNR. The form can be found at: hup://www.bwsr.state.mn.us/wetiands/forms/Contractor Responsibility doc 33. Appendix A C.1 and C.2 must be addressed including: a. Exposed soil areas must be stabilized as soon as possible but never later than seven (7) days. b. A discussion of the feasibility of infiltration and the appropriate response to these findings. 34. Building Official Conditions: a. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigative and proposed mitigation reports. b. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. c. Retaining walls over four feet high must be designed by a professional engineer and require permits, inspections and final approval. d. Each lot must be provided with separate sewer and water services. e. The developer and or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. 35. Fire Marshal conditions: a. Submit street names to Building and Fire Marshal for review and approval. 25 Planning Commission Meeting - December 7, 2010 b. No burning permits will be issued. Tress, scrubs etc. must be removed from the site or chipped. c. Mains and fire hydrants shall be installed and made serviceable prior to combustible construction. d. A three-foot clear space must be maintained around fire hydrants. e. Temporary street signs shall be installed as soon as construction begins. Signs shall be of an approved size as required by the Chanhassen Fire Marshal. They shall be weather - resistant and maintained until replaced by permanent signs. f. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during time of construction except when approved alternate methods of protection are provided. g. The proposed hydrant between Lots 3 and 4, Block 2 must be relocated to the intersection of Streets B and C. h. The proposed hydrant between Lots 3 and 4, Block 1 must be relocated to intersection of Street B and Lyman Boulevard. 36. The lot width at the rear setback line for lots 1 and 2, Block 4, must be adjusted to reflect 90 feet as required in the Shoreland Ordinance. 37. Successful transfer of Outlot B (4.83± acres) to the City of Chanhassen through a combination of dedication (3.08± acres) and fee purchase (1.75± acres) for development and use as a public neighborhood park. 38. A sign reading "This Road Will Be Extended in the Future" shall be placed at the west end of Street C. 39. The applicant shall work with staff to evaluate the use of a privacy fence and vegetation along the north edge of the property to lessen the noise impact from Highway 212. A solution will be presented with the final plat." All voted in favor and the motion carried unanimously with a vote of 6 to 0. Aanenson: Excuse me Mr. Chair, if I may. Just anybody following this item, this item is actually going to the City Council next Monday, December 130' so anybody tracking this item, it'll be on next Monday at the City Council. Laufenburger: Okay. Thank you very much Kate. Thank you to those in attendance for this item and we appreciate your participation in this community activity. PTI