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CAS-04_FRETHAM 15TH ADDITION-6300 CHASKA ROADCITY OF CHANASSEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Campbell Knutson, PA Grand Oak Office Center 1 860 Blue Gentian Road, Suite 290 Eagan, MN 55121 N WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter 0 LETTER OF TRANSMITTAL DATE JOB NO. 8/9/16 2013-04 ATTENTION Jean Olson RE: Document Recording ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 8/4/16 Quit Claim Deed 1 11/23/15 Certified Resolution 2015-741 1 6/21/16 Grant of Permanent Easement Supporting Documentation THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE REMARKS COPY TO: ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ® For Recording ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US SIGNED:�/wl Fuc 1 31/a QQ� Kim Mbuwissen,(952)227-1107 N enclosures are not as noted, kindly nody us at once. SCANNED NO. DATE DESCRIPTIIN REVISIINS RADING &ERC C?CTI--I A KA Is w JN CONTRA iTH Annm1c] PLP F PROJECT ND 12-024 SHEETS IIIATE, 07/15/2013 �\ \\ \ coo I�-990 rn \ I I II / IQ I /- M \ < I I i<rlrrv4085.23 \/\\ \\ \\ \ N LO C1 1-3 I c I •� I I II I l \\ I \ I \ \ \ �^� `\ `\ i m i I II i I J CB I I I I \ `\�\ `\ `\ �9 1 M / ` a° I I I \ \ II .001 AD / / \ \ �°� I \\ \ / I `\ \� 996 \ / rn J IQ - \0 ! �\\\\ I' ill l cD 0 -990 \�\\ \ \\ II \I 11 BENCHMARK /1 ^\\ I \ I I Top nut of Hydrant at intersection of Chaska Road r.3_,-' - />�\---y�g2 \i 1 1 I and Melody Hill Road. 99 --// \`moi / III I Elevation = 1016.82 (NGVD 1929) I N 00 ' FESFP Fav ,94- I.9 =9.53 -XIS AC 00, 0�' \^3002 - - /' i/ �i \\ \ �� \\ �\ \ �/ �� 998 / CB // /moi' //�� \ Q �\ {�+��_-�'///� / RIMv-99520 I // // �\ \ \\ \ `\ w+ --_ O00 // Jam\ > j 10 CP AA RIM -1004.33 / 1, \ '°� \ \ //t / Inv=998.61' � / 11 �� v � __-_ > V / / d _ \ ) r \ I [nmv, IM=1oo4.z2 / /00 \ \ °�sao � _/00 /O� � I HYD / B/N-S=997. 6 `40/ `\ /+ �+ I \ 00 v W-998.0 5.59 \ .7 I '' {lYe101 CB //C/I 1607p=.}005. �fw=1001.S-998.9 0 \ \ \ \0ol \ Q / \\ \ `S N /o°oI 1` \ l / Od oc / G I •3+ / 1114-f009.34\ \ \I a /> `\�� O , I a] la4 W=1003.7 \ /Inv E-1003.4 I-�\ J RIM=1008.49 v N -S=1001.5 / \ 1 `E„j // - / \ 1 Inv -1004.2C L+ -1016 MH IHYD ° (no access / e R sign // / >/ \Q TR -10138 ' I \� \ 610 sign C2 0 VNO CIO, P lb M CB / TR=7013.32 RIM -1914.52 N,v N -S=1008.0 ->' Inv -1.810.3 > / co �\ Inv E-1009. ' n / �/ / ^Ova C12 -zp IM=1014.9iYPP \ Inv -1010.5 I / C /AM1015.45 1010.55 1 11 �0%� �,/// ./• /// 0 LEGEND SCALE 1' = • Denotes iron monument found O Denotes iron monument set MHO Denotes Manhole CBS Denotes Catch Basin HYDO Denotes Hydrant PFO Denotes power pole • Denotes sewer service • Denotes curb stop + Denotes Sign (type noted) Denotes concrete surface • Denotes B-6 curb & gutter -S S Denotes Sanitary Sewer -1-1- Denotes Watermain - > > Denotes Storm Sewer -----AHP--- Denotes overhead power line --a -- 8--e Denotes Access control ---- 998 -----___ Denotes existing contour line (2 foot contour interval) SETBACK LINE (ACCESSORY STRUCTURE) SETBACK LINE (PRINCIPAL STRUCTURE) DRAINAGE & UTILITY EASEMENT WETLAND NOTES: 1. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION PER SURVEY PREPARED BY PEWNEN [AND SURVEYING AND CITY RECORD PLAN& 2. WETLANDS DELINEATED BY KJOLIIAUG ENVIRONMENTAL SERVICES. 120 1 • Civil Engineering • Land Planning N CAMPION 9 9 9 1800 Pioneer Creek Center, ENGINEERING M pleoPlain,9MN 55359 SERVICES INC. Phone, 763-479-5172 E -M 763 -P79 -424P E-MnIU ncnr, lanecnn lane can I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I nrt n duly licensed Professional Engineer under the In 1� the State of Minnesota. , ' D7Datei 13 Mar In nri`�. n -Llc. # 19901 Dnte, FRETHAM 15TH ADDITION LAKEWEST DEVELOPMENT CHANHASSEN MN EXISTING CONDITIONS PROJECT NOD 12-024 ,�, ATE >PT,oH SHEET N 0. 2 0 F 4 SHEETS DATE 07/15/2013 REvzsrors CALL 48 HOURS BEFORE DIGGING: I I I FES 9 i /_ 9 ��N `� �� `� �\ GOPHER STATE ONE CALL NOTES: TWIN CITY AREA 651-454-0002 Inv -'985.23 �� / 90 MN. TOLL FREE 1-800-252-1166 \ I l< 1. LOTS 2, 3 & 4 SHALL BE CUSTOM GRADED BY THE HOME BUILDER \ 9 �� 2.REFER TO CITY OF CHANHASSEN PLANS FOR SANITARY SEWER SERVICE ELEVATIONS. \ 1 \\ EqF NEAR \� I �� ' \ �� \� SET HOUSE ELEVATIONS ACCORDINGLY \ �\ - 3.15" CMP DRIVEWAY CULVERTS WITH FLARED END SECTIONS SHALL BE REQUIRED AT _ \ III \INTERSECTION I /-�� \ �� GENERAL NOTES I I I I OF HWY 41417 1 I �� ALL DRIVEWAYS. THE UPSTREAM END OF ALL CULVERTS SHALL BE INSTALLED 6" I I 1 \ �� ABOVE THE DITCH BOTTOM. SEE DETAIL. 1. EXISTING TOPOGRAPHIC INFORMATION PER PELLINEN LAND SURVEYING SURVEY. I I I � 'FtLEV=993.8 � I \ � � � � 40 I I I N ��\ \ ` 2. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES. I II 110 i / 1 _ 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY / I j 1 I C NTROL I / r/ N� �� DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS CB ' \ o I I I I$TyJCTURE II y� / �� PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY I NWL=987.0 I .001 Ae I X99 \ DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION �� \ �� \HWL988.04 \ \ I 6 \ PHASES OF THIS PROJECT. \0 a I 4. THE CONTRACTOR MUST CONTACT ALL APPROPRIATE UTILITY COMPANIES AT LEAST E\ rn I I �� \ \ 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF EXISTING UTILITIES, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LEGEND mPRINCIPAL STRl1G�TURE SBACK 9 _ RELOCATE ALL UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS \ \ ACCI�SSORY STRUCTURE ETBACK \ BENCHMARK SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED INSTALL / - WETLANQ BUFFER \ 1 I BY THE CONTRACTOR BY CALLING GOPHER STATE ONE CALL (1-800-252-1166). CATEGORY WOOD FIB II II Pa 1 I I 5. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED _ , 1 1 I Top nut of Hydrant at intersection of Chaska Road CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY BLANKET IN I II I �\ - -/ a y 0 \ -__ 992 I i 11 I and Melody Hill Road. RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL SWALE BO (�M \ �- - �Ob'; 1 - m I PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS I I = i ��9 =' ��1 / I Elevation = 1016.82 (NGVD 1929) REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL i' w II - _ yg°�% - 'r �. �/ / I I WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT / NST WETLAND / II CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED BUFFOR MONUMENTS, TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES MFS TYP /' �_/ / IN, ON OR NEAR THE CONSTRUCTION SITE. / F � - ,9° - _ N� X_ V / / / PP 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING C� �/p // / / %� i TRAFFIC CONTROL DEVICES TRAFFIC CONTROL DEVICES SHALL CONFORM TO o X / / APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. __ �a o o I WAN / ' // ,' / 7. THE CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES .,� 1HYDD l7LVERTS/ SHALL BES \ TO AREAS DESIGNATED ON THE PLANS. ,99 -'-TNSTALIED AT/ a -/ 8. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE _ X g DRVEWI� S,/TYPI �o�� CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL \ y 002 - - �' �� / / ' / \ TESTES AND INSPECTIONS WITH THE SOILS ENGINEER. PRS ' CB I / \. \ _ _ / / of / 9. THE SITE HAS NOT NECESSARILY BEEN DESIGNED TO BALANCE THE ON RIM -1002.20 r \ p / �� / / '� �� \ \� _ _ _ po r MATERIALS. AFTER THE SITE GRADING IS COMPLETE, IF EXCESS SOIL MATERIAL Inv=995.9 I o C\ °o \ \ / �^/�`J 5 ' //// EXISTS, THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL �` 10 �^ \ \\\�- Q ! �� ' OFF-SITE IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING 1 \ n� \ � 19 / AGENCIES RIM=1004.33 Inv -998.6, rCB IM=1004.22 N-S=997.6'v W=998.01 / 0 0 / / /u 1 • IM=1005.59 M Inv=1001.7 :B IAv N -S=1008.0 - Inv E=1009) /A RIM -4,005 / Inv W-1001 / Inv N -S=998. / �Ih A It /0 / rY / C is /RIM 1015.45 h J 0 c° E R14-fO09.34 a] Inv W-1003.7 " /Inv E=1003.4 -1008.49 v N -S-1001.5 i=1004.2 CB C / I' / I I 0 0 / / /u 1 M 1013.32 IAv N -S=1008.0 - Inv E=1009) /A ' / �Ih It / / C is /RIM 1015.45 h J co i r A- A 0 40 80 Denotes iron monument found Denotes iron monument set Denotes Manhole Denotes Cc i.ch Basin Denotes Hydrant Denotes power pole Denotes sewer service �� ® Denotes curb stop 10. ALL DISTURBED UN -SURFACED AREAS ARE TO IMMEDIATELY RECEIVE FOUR INCHES OF TOPSOIL, SEED AND MULCH AND BE WATERED UNTIL A HEALTHY ` ��'� ' `,\►A 5 ///; /// STAND OF GRASS IS OBTAINED. + Denotes Sign (type noted) 11. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE OR GUTTER LINE IF \ _ .� I CURB. + HYD 1 ' // 12. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO Denotes concrete surface ye ASSURE A SMOOTH FIT AND CONTINUOUS GRADE ALONG MATCHING PAVEMENT AREAS AND/OR CURBS. 6/Q \ \\ \\ Denotes B-6 curb &gutter CAUTION NOTES: ,e �\ Q1° -S S Denotes Sanitary Sewer + 5 /' ' �� THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION �+ O° // �\ Bf \ OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE 8' D,A FILTRATION LOG VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE -1-1- Denotes Watermain FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST -> > Denotes Storm Sewer �e 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. - i IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING fi �fG �p < UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ---- p -- Denotes overhead power line orp THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY _ �o 2: CALLING GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002. Cr --a-- a --e Denotes Access control DITCH FLOW � A A DITCH FLOW �`�l 998 -------- Denotes existing contour line 2foot � G I �3r \ CHASKA ROAD \\-15' CULVERT W/ o%\� PLAN VIEW F.E.S. -- -- SETBACK LINE (ACCESSORY STRUCTURE) �0 NEENAH R-4342 SETBACK LINE (PRINCIPAL STRUCTURE) DRIVEWAY CULVERT DETAIL GRATE DRAINAGE &UTILITY EASEMENT NOTE: MAINTAIN FILTRATION LOGS UNTIL VEGETATION HAS 27 \ at BEEN ESTABLISHED WETLAND 988.04 NWL=987.0 6" ORIFICE DRIVEWAY 15' CULVERT W/ - 987.0 1.-. F.E.S. DITCH FLOW - -- DITCH FLOW 121-F-8" PVC 986.5 17 LF(INCL F.E.S. 12 H PE - y 6' 986.0 SECTION A -A 986.3 N • Civil Engineering • Land Planning I hereby certify that this plan, specification PROJECT N0i CAMPIONor report has been prepared by rte or FRETHAM 15TH ADDITION 1800 Pioneer Creek Center, under my direct supervision and that ENGINEERING M pleox 249in,MN 55359 I a duly licensed Professional Engineer GRADING & DRAINAGE P LAN 12-024 SERVICES, INC. Phone: 763-479-5172 under the lads of the Stnte of Minnesotn. LAKEWEST DEVELOPMENT �. DATE REVISIONSTI[N E-MFax763-P on@ccL P g UA 07/15te, CHANHASSEN MN SHEET N 0. 3 0 F 4 SHEETS DATES 07/15/2013 E -Mall., ncnn IonEcaro ionen corn Kar -fin -FT. C Ion -Litt # 19901 Date \ I I I I /E X85.23 1 / 99 `�\ \\\ 1111 11\ N\11 11 1111 s 1111 11\ \ 1111 i I I 1\ 1111 `Q\ 1 \ EQF NEAR \ I RESTORE ALL \ \1\l \ INTERSECTION I /DIS'T'URBED \ \ CATS 3', _ I I I I SOF HWY 41&7 1 1 BUFFER AREAS \ D FIBER 11 B KET ON I I II I 'F<LEV=993.6 I \ I WITH "/D0�\ \ 1111 \11 II �� 10 \ \ \\\/I 36-211 I \ \ALLSLOPES CB / o I I I C NTROL \ I / L \` 1111 `� / 0 1 1 1 STyJCTURE / I I 1 NWL=9870 1111 11 .001 AeD \` 1111 \99 \ I HWL4 8:04 \ 1 \ \ B \ \o ' •\ E \ I \ \ \ PRINCIPAL STRl1CTURE S BACK \ I I I \ „-^ ' AC�SSORY STRUCTURE ETBACK 1 1 INSTALL \ / WETLANQ BUFFER \ 1 1 CATEGORY WOOD FIBBLANKET a \ / SWALE BON t�MII / 00 NST WETLA D / B�UpFFR MONUMENTS, �TMPi/ \ 002L / C RIM -1002.20 Inv -995.9 RIM=1004.33 Inv=998.6, //1/ rCBIM=101N—S=S v W=9 dJ C /u I / Inv W=1( / Inv N—S=9 1013.32 2 - 5-% 75 FEET / — / O PLASTIC 21P TIES (50 A. TEN9LE)($0 /O / �rFA9RJC ANCHORACE / a_' LOCATED IN TW 8" / l r -TIRE COMPACTION ZONE / 1N TI.BACK 0 Z C �II I E . 1 1n i--�E RII11=1009.34 a] / C_ la4 W=1003.7 O2 i1 w " /Inv E=1003.4 -1008.49 v N—S=1001.5 E=1004.2/ I CB C SILT FENCE, MACHINE SLICED @ 2 SILT FENCE, HEAVY DUTYIM 5 F''. MIN. LENGTH STEEL POST G COTEX TILE FABRIC RMSE0: 3-12 ENGINEERING A -r 6 FT. MAX. SPACING 36^ WIDE PLAiE No., 5300 FILE NAME: G: \ENG\SPEC5\5 C /u I f SLOPE GRADE MAX 1 TFt— I M AT 6 F7. MAX. SPACING 1013.32 2 - 5-% 75 FEET Inv N—S=1008.0 — / Inv E=1009 -y PLASTIC 21P TIES (50 A. TEN9LE)($0 K\ / �rFA9RJC ANCHORACE LGCATED 1N TOP 6" LOCATED IN TW 8" / l r -TIRE COMPACTION ZONE / 1N TI.BACK � Z / �II I FLOW /r 6"MIN. FLOW 1n i--�E SILT FENCE TO 3E PLACED O,N CONTOURREE SLOPC/GRADE / C_ 1...T O2 i1 w KLi B••MW. i /RIM 1015.45 I MACHINE SLICE E' -'12'* DEPTH EROSION/SILTATION CONTROL 1. ALL EROSION CONTROL AND SILTATION CONTROL WILL COMPLY WITH MINNESOTA'S BEST MANAGEMENT PRACTICES MANUAL AND REGULATIONS OF THE CITY. 2. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING PAVEMENT, IN TEMPORARY SEDIMENTATION BASINS, OR IN EXISTING STORM SEWERS OR SWALE'S SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED. 3. SILTATION AND EROSION CONTROL: THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNERS. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL DESIGN AND IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY, AT HIS/HER OPTION DIRECT THE CONTRACTOR IN HIS/HER METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITING OF SILT SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. THE SILT FENCES SHALL BE REMOVED AND THE SILT REMOVED FROM THE PONDING AREAS BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. 4. CONSTRUCTION SHALL PROCEED IN THE FOLLOWING SEQUENCE: a.INSTALL EROSION CONTROL MEASURES AND ROCK CONSTRUCTION ENTRANCE. b.CONSTRUCT TEMPORARY DRAINAGE DITCHES/SWALES/STORM SEWER. c.MAINTAIN EROSION MEASURE, I.E. SILT FENCE, ROCK CONSTRUCTION ENTRANCE. d.COMPLETE SITE GRADING TOLERANCING. e.INSTALL SEED AND MULCH ON AREAS THAT ARE NOT TO BE HARD SURFACES. 5. ALL CULVERT FLARED END SECTIONS SHALL BE ADEQUATELY PROTECTED BEFORE AND AFTER CONSTRUCTION UNTIL ALL DISTURBED AREAS ARE STABILIZED. 6. STOCKPILE AREAS WHICH REMAIN ON THE SITE FOR MORE THAN SEVEN DAYS SHALL BE SEEDED, MULCHED, AND SURROUNDED BY SILT FENCE. 7. CONCRETE WASHOUT WILL NOT BE ALLOWED ON SITE. 5 FT. MIN. LENGTH STEEL POST f SLOPE GRADE MAX 1 TFt— AT 6 F7. MAX. SPACING 5 FL NCIH STEL POST AT 8 FT.T. MAX.MASPACING 2 - 5-% 75 FEET GEQTEXTy,F. FABRIC,_" 6 WIDE 5 -10% 50 FEET "FAORIC 36� DTrf PLASTIC 21P TIES (50 A. TEN9LE)($0 PLASTIC ZIP TIES ''! 19. TENSILE) / �rFA9RJC ANCHORACE LGCATED 1N TOP 6" LOCATED IN TW 8" ' LL l r -TIRE COMPACTION ZONE I 1 Mgximum Contributing Area: i .Acre 1N TI.BACK Z SOIL 3NATURAL �- FLOW ji FLOW FLOW /r 6"MIN. FLOW 1n i--�E SILT FENCE TO 3E PLACED O,N CONTOURREE SLOPC/GRADE 1...T O2 i1 w KLi B••MW. i F - I MACHINE SLICE E' -'12'* DEPTH J 2 I SttY?E SILT FENCE, MACHINE SLICED @ 2 SILT FENCE, HEAVY DUTYIM 5 F''. MIN. LENGTH STEEL POST G COTEX TILE FABRIC RMSE0: 3-12 ENGINEERING A -r 6 FT. MAX. SPACING 36^ WIDE PLAiE No., 5300 FILE NAME: G: \ENG\SPEC5\5 N 40 0 40 80 ,'CALE 1' = 40' LEGEND • Denotes iron monument found O Denotes iron monument set MHD Denotes Manhole CBJ Denotes Catch Basin HYLb Denotes Hydrant PFO Denotes power pole m Denotes sewer service ® Denotes curb stop + Denotes Sign (type noted) Denotes concrete surface Denotes B-6 curb & gutter —S—S— Denotes Sanitary Sewer —1-1— Denotes Watermain — > > Denotes Storm Sewer ----EIIIP -- Denotes overhead power line --a— a --e Denotes Access control ---- 998 -----___ Denotes existing contour line (2 foot co.itour interval) -- -- SETBACK LINE (ACCESSORY STRUCTURE) — — SETBACK LINE (PRINCIPAL STRUCTURE) — — — — — — — DRAINAGE & UTILITY EASEMENT -- -- WETLAND fP-19 • Civil Engineering •Land Planning i nereoy certlty tnat tnls plan, speclticawon PROJECT N01 CAMPION g 9 9 or report has been prepared by roe or FRETHAM 15TH ADDITION 1800 Pioneer Creek Center, under m direct supervision and that P.D. Bax 249 y p EROSION CONTROL PLAN 12-024 ENGINEERING I aro n duly licensed Professional Engineer LAKEWEST DEVELOPMENT Maple Plain, MN 55359 under he lvs of the State of Minnesota. SERVICES INC. Fax, 763-479-5172 -'� DATE( 07/15/2013 No. DATE DESCRIPTnN Fax, 763-p 79-424P 8 P. ; 07/late, CHANHASSEN MN SHEET N 0 . 4 0 F 4 SHEETS REVISD�IS E-Mnlb rocas lon2caro loses con Mnrtln C Ion -Llc. # 19901 Date, f SLOPE GRADE MAX 1 TFt— ./ L£SS THAN 2% 100 FELT 2 - 5-% 75 FEET / STAPLES 5 -10% 50 FEET NO;FS_ 10 - 20 % 25 FEET FABRIC ANCHORAGE TRENCH. BACKFILL GREATER THAN 2.0% 15 FEET SEE SPECS. 2573 & 3886. WITH TAMPED NATURAL SOIL r' N I 1 Mgximum Contributing Area: i .Acre Z FLOW SILT FENCE NEAR TOE OF S+I 1n i--�E SILT FENCE TO 3E PLACED O,N CONTOURREE SLOPC/GRADE IN. CR. AND LENGTH ITERIA BELOW mw FOR PEREWTER CONTROL MY OF I SttY?E aM= SILT FENCE, PREASSEMBLED� 2 VAR1Ag1.E N 40 0 40 80 ,'CALE 1' = 40' LEGEND • Denotes iron monument found O Denotes iron monument set MHD Denotes Manhole CBJ Denotes Catch Basin HYLb Denotes Hydrant PFO Denotes power pole m Denotes sewer service ® Denotes curb stop + Denotes Sign (type noted) Denotes concrete surface Denotes B-6 curb & gutter —S—S— Denotes Sanitary Sewer —1-1— Denotes Watermain — > > Denotes Storm Sewer ----EIIIP -- Denotes overhead power line --a— a --e Denotes Access control ---- 998 -----___ Denotes existing contour line (2 foot co.itour interval) -- -- SETBACK LINE (ACCESSORY STRUCTURE) — — SETBACK LINE (PRINCIPAL STRUCTURE) — — — — — — — DRAINAGE & UTILITY EASEMENT -- -- WETLAND fP-19 • Civil Engineering •Land Planning i nereoy certlty tnat tnls plan, speclticawon PROJECT N01 CAMPION g 9 9 or report has been prepared by roe or FRETHAM 15TH ADDITION 1800 Pioneer Creek Center, under m direct supervision and that P.D. Bax 249 y p EROSION CONTROL PLAN 12-024 ENGINEERING I aro n duly licensed Professional Engineer LAKEWEST DEVELOPMENT Maple Plain, MN 55359 under he lvs of the State of Minnesota. SERVICES INC. Fax, 763-479-5172 -'� DATE( 07/15/2013 No. DATE DESCRIPTnN Fax, 763-p 79-424P 8 P. ; 07/late, CHANHASSEN MN SHEET N 0 . 4 0 F 4 SHEETS REVISD�IS E-Mnlb rocas lon2caro loses con Mnrtln C Ion -Llc. # 19901 Date, f SLOPE GRADE MAX 1 TFt— ./ L£SS THAN 2% 100 FELT 2 - 5-% 75 FEET 5 -10% 50 FEET NO;FS_ 10 - 20 % 25 FEET SILT FENCE PER MNOOT SPECS. SOURCE 2005 GREATER THAN 2.0% 15 FEET SEE SPECS. 2573 & 3886. LOCATION SILT EL': FENCS In To Protect Area From Sheet Flo. FOR SEDIMENT CONTROL I 1 Mgximum Contributing Area: i .Acre vARlAgLSlRAO' E SILT FENCE NEAR TOE OF SLOPE OUTSIDE OF~� CONSTRUCTION LIMITS j LOCATION OF SILT FENCE FOR PEREWTER CONTROL MY OF I SILT aM= FENCE RMSE0: 3-12 ENGINEERING DEPARTMENT PLAiE No., 5300 FILE NAME: G: \ENG\SPEC5\5 N 40 0 40 80 ,'CALE 1' = 40' LEGEND • Denotes iron monument found O Denotes iron monument set MHD Denotes Manhole CBJ Denotes Catch Basin HYLb Denotes Hydrant PFO Denotes power pole m Denotes sewer service ® Denotes curb stop + Denotes Sign (type noted) Denotes concrete surface Denotes B-6 curb & gutter —S—S— Denotes Sanitary Sewer —1-1— Denotes Watermain — > > Denotes Storm Sewer ----EIIIP -- Denotes overhead power line --a— a --e Denotes Access control ---- 998 -----___ Denotes existing contour line (2 foot co.itour interval) -- -- SETBACK LINE (ACCESSORY STRUCTURE) — — SETBACK LINE (PRINCIPAL STRUCTURE) — — — — — — — DRAINAGE & UTILITY EASEMENT -- -- WETLAND fP-19 • Civil Engineering •Land Planning i nereoy certlty tnat tnls plan, speclticawon PROJECT N01 CAMPION g 9 9 or report has been prepared by roe or FRETHAM 15TH ADDITION 1800 Pioneer Creek Center, under m direct supervision and that P.D. Bax 249 y p EROSION CONTROL PLAN 12-024 ENGINEERING I aro n duly licensed Professional Engineer LAKEWEST DEVELOPMENT Maple Plain, MN 55359 under he lvs of the State of Minnesota. SERVICES INC. Fax, 763-479-5172 -'� DATE( 07/15/2013 No. DATE DESCRIPTnN Fax, 763-p 79-424P 8 P. ; 07/late, CHANHASSEN MN SHEET N 0 . 4 0 F 4 SHEETS REVISD�IS E-Mnlb rocas lon2caro loses con Mnrtln C Ion -Llc. # 19901 Date, Non -Scannable Item Item Description Folder Number Folder Name Job Number Box Number R ' 2322q oa�o 15^ 13 -6'/ CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Lakewest Development Company, LLC for subdivision approval. On February 5, 2013, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Lakewest Development Company, LLC for subdivision approval to subdivide 2.29 acres into 4 single-family residential lots. The Planning Commission conducted a public hearing on the proposed subdivision 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 Single -Family Residential District (RSF). 2. The property is guided in the Land Use Plan for Residential Low Density use. 3. The legal description of the property is Lot F, Bardwell Acres Lake Minnewashta, Carver County, Minnesota except that part lying west of State Road No. 41. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: I ) The proposed subdivision is consistent with the zoning ordinance; 2) The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; 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 subject to compliance with the conditions of approval; 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 subject to compliance with the conditions of approval; 5) The proposed subdivision will not cause environmental damage; SCANNED 6) The proposed subdivision will not conflict with easements of record; and 7) The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate storm 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. 5. The planning report #2013-04, dated February 5, 2013, prepared by Robert Generous, et al, is incorporated herein. The Planning Commission recommends that the City Council approve the Preliminary Plat creating four lots. ADOPTED by the Chanhassen Planning Commission this 5'h day of February 2013. CHANHASSEN PLANNING COMMISSION IM Its Chairman CITY OF CAANHASSEN ►3-04 May 3, 2013 Mr. Curt Fretham 7700 Market Boulevard Lakewest Development Co., LLC PO Box 147 15400 Highway 7 Chanhassen, MN 55317 Minnetonka, MN 55345 Administration Re: Vehicle Storage at 6300 Chaska Road Phone: 952.227.1100 Fax: 952.227.1110 Dear Mr. Fretham: Building Inspections Phone: 952.227.1180 Upon inspection of the above referenced property on May 3, 2013, it was Fax: 952.227.1190 noticed that a number of vehicles were parked in the front yard that are in violation of city code. The vehicles include a recreation vehicle, construction Engineering equipment (Bobcat), pick-up truck, dump truck and trailer. Outdoor storage on Phone: 952.227.1160 properties zoned Single Family Residential (RSF) is limited to that shown in Fax: 952.227.1170 Section 20-909 of Chanhassen City Code. Such storage is in violation of Finance Sections 20-910, 20-978 and 20-985. It should be noted that in RSF Districts Phone: 9522271140 vehicles stored on properties must be owned by the property owner. Fax: 952.227.1110 See. 20-909. - Outdoor storage. Part 6 Recreation Phone: 952.227.1120 As otherwise regulated all outdoor storage is prohibited except: Fax:952.227.1110 (1) Clothes line poles and wires. Recreation Center (2) Construction and landscaping material currently being used on the premises. 2310 Coulter Boulevard Phone: 952.227.1400 (3) Swings, slides and other play equipment. Fax: 952.227.1404 (4) Outdoor furniture and lawn and garden equipment. (5) Wood for burning in a fireplace, stove or furnace provided it is stored as follows: Planning & Natural Resources a. In a neat andsecure stack, not exceedingfour feet. Phone: 952227.1130 b. The wood stack is not infested with rodents. Fax: 952.227.1110 c The wood is not kept in a front yard (6) (6) Continued storage of boats, all -terrain vehicles, snowmobiles and trailers may be Public Works 7901 Park Place stored in the side or rear i owned yard, i by a resident owner or lessee of the property Phone: 952.227.1300 and subject to the following: Fax: 952.227.1310 a. Such storage may not extend beyond the front of the principle structure. Senior Center b. On corner and double frontage lots, the front of the structure shall be Phone: 952.227.1125 defined as the side accessed by a driveway to the public street. Fax: 952.227.1110 (7) Outside storage of tires is prohibited (8) PODS (personal on demand storage) and roll -off dumpsters may be located on Web Site www.ci.chanhassen.mn.us property a minimum ofsix feet away from the house for fire protection and at least ten feet from any property line. Such containers may be kept on-sitefor a maximum of SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Mr. Curt Fretham May 3, 2013 Page 2 30 days per year. An extension of the 30 days maybe granted by the city if the container is used in conjunction with a valid and ongoing building permit Sec. 20-910. - Storage of recreation vehicles Recreational vehicles may be parked or stored in a residential or agricultural district provided the following conditions are met: (I) No more than one recreational vehicle may be parked or stored outside on a residential lot Additional recreational vehicles may be kept within an enclosed structure which otherwise conforms to the zoning requirements of the district. (2) Recreational vehicles must be maintained in a clean, well -kept, operable condition (3) Recreational vehicles shall be mobile and shall not be permanently ajfaed in the ground in a manner that would prevent removal. (4) Recreational vehicles may be parked or stored only on the rear or side yard behind the required front yard setback The parking or storage of recreational vehicles on the rear or side yard, as permitted herein, may be on surfaced or unsurfaced areas. (S) Recreational vehicles may be stored on a lot without regard to the location on the lot for the sole and express purpose ofloading and unloading for a period not to exceed 24 hours. (6) Unmounted slide -in pickup campers must be stored no higher than 20 inches above the ground and must be securely supported at least at four corners by solid support blocks or support mechanisms. (7) Recreational vehicles may not be occupied or used for living, sleeping or housekeeping purposes, for not more than seven consecutive days. (8) Except for routine maintenance or during emergency conditions when power supply is disrupted, the operation of a recreational vehicle power generator plant shall not be permitted in residential districts. Routine maintenance periods shall not exceed 60 minutes per month Sec. 20-978. - Occupations prohibited. Contractors' yards4andscaping businesses are prohibited Sec. 20-985. - Commercial equipment and vehicles. Exterior parking of trailers, steer skid loaders, landscaping equipment, cement mixers, and other similar types of equipment used in conjunction with the home occupation is prohibited. Parking of commercial vehicles in excess of21 feet in length is prohibited No commercial vehicles in excess of 9,000 pounds gross weight shall be used in connection with the home occupation or parked on the property. The vehicles and equipment must be brought into compliance with the requirements of the City Code no later than Monday, May 13, 2013. An inspection will take place on Tuesday, May 14, 2013 to verify compliance. Mr. Curt Fretham May 3, 2013 Page 3 Your immediate cooperation in correcting this issue is appreciated. If you have questions, please contact me at (952) 227-1132 or dinevalsongci.chanhassen.mn.us. Sincerely, Drew Ingvalson Planning Intern c: Kate Aanenson, Community Development Director gAplantaakode enfore mtWrew's letters and photos\5-3-13 first notimAm -1 - This 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 >_vhich �ri,�e ouf♦ oA tt�t a �sers,�ccess or use of data provided. 55 G 7 � PITNEY BOWFa 02 IP $ 000.450 0003195036 JAN 24 2013 CITY OF MMAILED FROM ZIP CODE 55317 CHANHASSEN W�Market Boulevard d P.O. Box 147 Chanhassen, Minnesota 55317 www.ci.chanhassen.mn.us � 7 '4`l/rrX F R & T M GUSTAFSON 1165 SYMPHONY LANE CHASKA MN 55318 Ipl�rfllhrrllr�lffinllfll)jn}1}11�}r1111nf}IIi� � �� II liII1L Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, February 5, 2013 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Proposal: Request for a four -lot single-family subdivision on 2.29 acres of property zoned RSF-Single Family Residential Applicant: Curt Fretham Property 6300 Chaska Road Location: 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 obai;l 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 project web page at: www.ci.chanhassen.mn.us/2013-04. If you wish to talk to someone about this project, please contact Robert Generous Questions & by email at baenerousaci.chanhassen.mn.us or by phone at Comments: 952-227-1131. 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, She 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 parry 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 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 something to be included in the report, please contact the Planning SWR person named on the notification. CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 553 01/29/2013 1:35 PM Receipt No. 00210018 CLERK: AshleyM PAYEE: Chaska Road 15400 Highway 7 Ste Minnetonka ------------------------------------------------------- GIS List 120.00 Total Cash Check Change 120.00 0.00 SCANNED City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 My OF (952) 227-1100 To: Curt Fretham Lakewest Development Co., LLC 15400 Highway 7 Minnetonka, MN 55345 Invoice RE: 6300 Chaska Road Subdivision Request Fretham 15'" Addition Planning Case 2013-04 SALESPERSON DATE TERMS KTM 1/24/13 upon receipt QUANTITY DESCRIPTION UNIT PRICE AMOUNT 40 Property Owners List within 500' of 6300 Chaska Road (40 labels) $3.00 $120.00 TOTAL DUE $120.00 NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above (copy attached) and must be Paid prior to the public hearing scheduled for February S. 2013. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #2013-04. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! SCANNED J� urucra requesttorafour-lot single-family subdivision on 2.29 Affidavit of Publication CITY OFCHANHAIEN Southwest Newspapers CARVER & HENNEPIN lager and has full knowledge of the facts herein stated as follows: COUNTIES NOTIE OF CNNING (A) These newspapers have complied with the requirements constituting qualification as a legal PLA CASE NO. 20013-004 State of Minnesota) NOTICE IS HEREBY GIVEN that the Chanhassen Plann ing Com- )SS. MissionwillholdaPublichearing on Tuesday, February 5, 2013, at 7:00 County of Carver ) P.m. in the Council Chambers in published the date dates and in the newspaper stated in the attached Notice and said Chanhassen City Hall, 77oo Market Nwasot Notice is hereby incorporated as part of this Affidavit Said notice was cut from the columns of y i to Blvd. The Durse. of this hu—i— oe the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both urucra requesttorafour-lot single-family subdivision on 2.29 Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized acresFami of property zoned le agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- Family Residential and located at located at lager and has full knowledge of the facts herein stated as follows: 6300 Chaska Road - Fretham 15th Addition. Applicant: Curt Fre- (A) These newspapers have complied with the requirements constituting qualification as a legal tham. newspaper, as provided by Minnesota Statute 331 A.02, 331 A.07, and other applicable laws, as A Plan showing the location of amended. the proposal is available for public review on the City's web site at(B) The printed public notice that is attached to [his Affidavit and identified as No. or at City Hall during regular busi- published the date dates and in the newspaper stated in the attached Notice and said ness hours. All interested persons Nwasot Notice is hereby incorporated as part of this Affidavit Said notice was cut from the columns of y i to are invited to attend this public the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both hearing and express their opinions inclusive, and is hereby acknowledged as being the kind and size of type used in the composition with respect to this proposal. and publication of the Notice: Robert Generous, AICP, Senior Planner Email: bgenerous@ci.chanhassen.TaMus abcdefghijkhnnopgrstuvwxyz Phone: 952.227-1131 (Published in the Chanhassen rf3Jy 11 Villager on Thursday, January 24 2013' No 4770)_ Laurie A. Hartmann Subscribed and sworn before me on thi44�day of 2013 0 A^ JYMME JEANNME BARK NMARY R BUC- WNNESOTA WY CMAs" EWRES 01/31118 RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $3120 per column inch Maximum rate allowed by law for the above matter ................................ $31.20 per column inch Rate actually charged for the above matter .............................................. $12.59 per column inch CHANHASSEN PLANNING COMMISSION REGULAR MEETING FEBRUARY 5, 2013 Chairman Aller called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Andrew Aller, Tim Tennyson, Kathleen Thomas and Lisa Hokkanen MEMBERS ABSENT: Mark Undestad and Bob Colopoulos STAFF PRESENT: Kate Aanenson, Community Development Director; Bob Generous, Senior Planner; and Alyson Fauske, Assistant City Engineer PUBLIC PRESENT: Ben Gowen 6440 Hazeltine Blvd Bill Cook 3748 Landings Drive Frank & Theresa Gustafson 6250 Chaska Road Julie Prohaska 6242 Landings Court Marty Campion Campion Engineering ON 2.29 ACRES OF PROPERTY ZONED SINGLE FAMILY RESIDENTIAL (RSF) AND _LOCATED AT 6300 CHASKA ROAD. APPLICANT: CURT FRETHANL PLANNING CASE 2013-04. Generous: Thank you Chairman Aller, commissioners. As you stated this is a subdivision review for Fretham 15th Addition. Curt Fretham, the Lake West Development Company is proposing this development. It's a four lot subdivision. It's located on the comer of Highway 41 and Chaska Road. It's approximately 2.29 acres in size. Access to the site will be limited to Chaska Road which is a local street. There is access control and also city ordinance that precludes the access directly to arterial roadways which is Highway 41. Again this property is zoned single family residential so permits single family detached housings. Minimum lot sizes are 15,000 square feet. All of these lot sizes are in excess of 20,000 square feet on a net basis so the proposed development does comply with the standards in the RSF district. Again this is a 4 lot subdivision. Each of the lots has adequate frontage on Chaska Road and adequate depth. Currently they're proposing to move the existing house which is located on proposed Lot 2 over to Lot 4 but that's not been completely determined and so whether they would be required to meet our building permit requirements for any of those relocations. The entire site will he graded as a part of the initial development of the project to create acceptable building pads and also to build a stormwater pond to treat the runoff from this site before it discharges into the wetland which is located north and the east portion of this development. Lot I was the only lot that had any concerns on staff's part because of the wetland we wanted to verify that they could meet all the setback requirements and locate an acceptable house on this site. The developer does have a house plan that he submitted as part of the development review and he showed how that would fit within all the required setbacks on Lot 1. It is a constrained building envelope for this site so that, we had to verify that they could put the principle structure and then any accessory structures within the required setbacks from, and it's a wetland setback requirement in this specific locations that constrained the site. The driveway grade, we just wanted to verify that they could maintain the maximum 10% slope and they have provided us with additional information that shows that they can do it. And finally due to the sewer elevation within the roadway, Lot I will require that an ejector pump be put into the house and we want to let people know up front that this SCANNED Chanhassen Planning Commission — February 5, 2013 will be a requirement as part of any building permit process so that there's no surprises for anyone who purchase that house. They are providing landscaping. They're going to create an additional buffer along Highway 41 out of landscaping. While this doesn't provide great noise attenuation, it will provide some screening for the houses that do into this development so. And finally we're recommending that the Planning Commission approve the subdivision subject to the conditions in the staff report and that you adopt the attached Findings of Fact and Recommendation and with that I'd be happy to answer any questions. Aller. Had there been discussion about the overstory trees? I know there were a bunch of the overstory trees, are they going to be removed or are they safe based upon the plan that's been submitted? Generous: Well, they showed building envelopes for all of them and that would be removed and as part of any review of the actual building permits we'll work with them to see if additional trees can be saved or exchanged if you will. Aller: Was there any more discussion on the water and sewer project and whether or not they're going to be able to get in with us to do that concurrently or are they going to have to fend for themselves? Fauske: Chairman Aller, if I may speak to that. As we, staff did the review of this development, and even in the pre -submittal meetings the applicant was made aware that the City would be in with a resurfacing project proposed on Chaska Road so the applicant's always been aware of what the City's timeline is for the resurfacing project and had indicated that he would be out of the street area prior to the City mobilizing the contractor into that area. After that conversation had taken place staff viewed the televising, the sewer televising and we've indicated that there's some work that needs to be done in the area for utilities and in order to better coordinate the contracts, get everything done, I called up the applicant and indicated that there might be an opportunity for the City to include the service installations under the City project and assess those costs back to the developer and he had indicated he would be interested in doing that so we'll keep up those conversations so that we can have a smooth transition between the city project and the developer's desires to get the services in. Aller: Great, thank you. And it's my understanding they meet all the wetland setbacks Generous: That's correct. Aller: Okay. I don't have any further questions. Anybody? Thomas: No. Hokkanen: No. Tennyson: No. Aller: Alright, would anybody like to come forward? Developer, presentation. Homeowner. Marty Campion: Good evening. My name's Marty Campion. Project Engineer with Campion Engineering. I don't have any additional information to add. Just let you know that I am available for questions, if you might have any. Aller: You've received the report. Chanhassen Planning Commission — February 5, 2013 Marty Campion: I've received the report. We've had a couple of conversations with both Alyson and Bob and are in agreement with the report and don't have any, don't see any issues with the requirements or the request. Aller: Alright, thank you. Okay with that we'll. Frank Gustafson: Hi, my name is Frank Gustafson. I live in the property that isjust to the north. Aller: Okay, what I'm going to do is officially open the public hearing. Frank Gustafson: Oh, okay. Aller: And now you can step forward. Frank Gustafson: There you have it. Well my name is Frank Gustafson. I live at 6250 Chaska Road which is just north of there. Of this, of the property in question and I just want to give my support to this. I see no issues with it whatsoever. I looked at the plat drawings and it looks like it's not going to affect our wetland areas at all, nor will it adversely affect our property. I have not talked with, I don't speak for the rest of the neighbors. I haven't heard anything negative from any of the neighbors so you've got my support. Aller: Great, thank you for coming forward. Anyone else wishing to come forward, either speaking for or against. Seeing no one coming forward, I'll close the public hearing. Open for commissioner comments. No one? Thomas: No. It's pretty straight forward. Aller: I think the report was really well done. I think it's nice to hear that you have community support for the development, proposed development and hopefully it will be on it's way so with that, I'll entertain a motion. Thomas: Sure, I'll make a motion. The Chanhassen Planning Commission recommends approval of the preliminary plat creating four lots for the Fretham 15th Addition, subject to the conditions of the staff report and adoption of the Findings of Fact and Recommendation. Aller: I have a motion. Do I have a second? Hokkanen: I'll second. Aller: Having a motion and a second, any further discussion? Thomas: Nope. Thomas moved, Hokkanen seconded that the Chanhassen Planning Commission recommends the City Council approve the preliminary plat creating four lots subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: Building Official: Chanhassen Planning Commission — February 5, 2013 1. The applicant must apply for the appropriate permit(s) required for the demolition or moving of any existing structures. 2. A final grading plan and soils report must be submitted to the Inspections Division before building permits can be issued. 3. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 4. Each lot must be provided with separate sewer and water services. Engineering: 1. If the Fretham 15th Addition final plat is approved prior to the assessment hearing for City Project 13-01, each lot within the plat shall be included in the assessment calculation. 2. The sewer and water services to Lots 1, 3 and 4 must be installed prior to the street resurfacing project, as noted on Sheet 4 of the preliminary plans. 3. Based on the elevation of the existing sanitary sewer and the proposed home elevation on Lot 1, this home cannot be serviced by gravity sanitary sewer. Staff requests that the developer disclose this information to prospective buyers. 4. Lots 1, 3 and 4 will be subject to the City sewer and water hook-up charges and the Metropolitan Council Sanitary Access Charge. These fees shall be collected in accordance with the City Code at the rate in effect at the time. 5. The developer must obtain a MnDOT drainage permit. 6. The drainage from Highway 41 must be included in the stormwater calculations. 7. The drainage calculations must be revised to model the storm depths stipulated in City Code. 8. The existing drainage area boundaries used for the runoff calculations needs to be revised to include all the area draining to the wetlands, including area outside of the proposed development. 9. Ensure that the post -development discharge rates to both wetlands do not exceed the existing condition. 10. It must be shown that the proposed swale along Highway 41 is adequate to handle anticipated flow volumes. 11. The curve number for the wetland areas must be 78. 4 Chanhassen Planning Commission — February 5, 2013 12. The grading plan must be modified so that the driveway grade for Lot 1 does not exceed 10%. 13. Spot elevations must be shown along the driveway to Lot 1 in order to calculate the cross slope. 14. Note the lowest opening elevation for the home on Lot 4. 15. If the proposed area to be disturbed is greater than one (1) acre, the applicant will be required to obtain a NPDES Construction Permit. Proof of permit and a Surface Water Pollution Prevention Plan must be submitted to the City for review and comment. 16. The proposed culverts shall have filtration logs, appropriate to flow conditions, at their inlets and outlets until vegetation is established within the ditch. 17. A construction entrance shall be shown on the plan set and a detail shall be provided. 18. Silt fence or other appropriate sediment control BMP shall be installed along the frontage for Chaska Road. 19. All silt fence shall use metal t -posts. 20. Sediment protection shall be provided for all wetland areas including those areas off-site to which the site is tributary. 21. The buffer area disturbed for the creation of the pond and drainage, and any other buffer area unacceptable under Section 20-142 shall be seeded with an appropriate seed mix such as State Mix 36-211: Woodland Edge South & West. 22. The drainage and utility easement shall include all wetland buffer areas. 23. Wetland buffer monument placement shall be indicated on the plan set and shall be installed by the applicant before release of the final plat. 24. All drainage swales must be stabilized for the final 200 feet before exiting the property or entering a water of the state. The method of stabilization shall be indicated on the plan. 25. The estimated SWMP fees due at final plat are $8,841.00 Natural Resource Specialist: 1. Each lot will be required to plant one overstory tree in the front yard per city ordinance. 2. Building permit survey for each lot shall be required to show all inventoried trees and their removal or preservation status. Chanhassen Planning Commission — February 5, 2013 Park and Recreation: 1. The developer shall pay park dedication fees at the rate in force upon final plat approval for three of the four lots prior to recording the final plat. Planning: 1. The shed located in the northeast comer of the property must be demolished or removed. All voted in favor and the motion carried unanimously with a vote of 4 to 0. PUBLIC HEARING: UTILITY METER READER POLE: REQUEST FOR A CONDITIONAL USE PERMIT AND SITE PLAN TO INTALL A 60 FOOT TALL STEEL UTILITY METER READER POLE ON PROPERTY ZONED OFFICE AND INSTITUTIONAL DISTRICT (OI) AND LOCATED AT 6_400 MIIVNEWASHTA PARKWAY (CHANHASSEN FIRE STATION #2) AT THE SOUTHWEST CORNER OF MINNEWASHTA PARKWAY AND TH 7. PLANNING CASE 2013-05. Aanenson: This item is actually, the City's the applicant on this application. It's a request for a Conditional Use and a site plan review to allow for a 60 foot tower with a 10 foot antenna on top of that for a utility meter reader. This application is a part of a request by the City to put at the fire station this tower. And the fire station that we're looking at is on Highway 7 and Minnewashta Parkway, so that's the subject site. A little bit of background on this. We did a radius search, they did some engineering on this kind of looking at where we needed to, it's called a propagation study where we needed to have the meters in order to get coverage of the city and if I may I'll just go, oops. Talk a little bit more about the actual why we're doing the water meter and the City Council approved a contract to replace the City's water meters. Right now how they're being read is they're actually, you have a vehicle that drives around and picks up all the radio feeds and in looking at the equipment that we had and trying to replace those as the batteries have expired, they actually chose to go with a different system after a cost benefit so that now requires these antennas to be placed throughout the city. So I'll go through a little bit more detail but a majority of them are on water towers throughout the city. There's 6 other sites. The two sites that will actually he on other features. There's one at Bandimere Park which is on, there's a siren on already so this is just an appendix to that but this is now the only free standing one again based on that propagation study where this needs to go so looking at elevations and public properties that it could go on, this appeared to be the best site for that so again the City does have the ability with the conditional use to follow through the criteria in the office institutional zoning district which the subject site is zoned to place it if it finds the conditions necessary in the staff report based on the fact that looked at the land use. The use by the City. What the purpose is and reasonableness. The City felt that it met that criteria so where it's being placed is behind the parking lot. You can see the star on the slide there at the end of the parking lot so there's no vegetation there. There is no screening. There is minimal equipment but that is actually going inside the fire station itself so then really what it comes down to is the visual impact so with that the engineering department took some slides from different positions and it's kind of hard to see but I'll try to do my best here to show you where you can see the actual antennas. So if you're looking at the parking lot where it's sitting so in Pipewood Curve it's very hard to see back there. You can see one here on Meadow Lane. Site 3. Site 4, you're coming westbound on Highway 7 and you can kind of see that off. Oops, actually over on this site in the distance. From the lift station, number 3 looking across. Again now what's sitting over there is actually a bucket ladder so it's actually physically, it's got the height correct but actually the bucket itself is quite a bit bigger. So this is actually if you go down then to the fine station itself where you would see, what you would see going down Minnewashta Parkway. The 13-0q Chanhassen City Council — February 25, 2013 Chief John Wolff: Thank you. Mayor Furlong: Appreciate your time. Move on now with the next item under new business. FRETHAM 15TH ADDITION. 6300 CHASKA ROAD, APPLICANT: CURT FRETHAM: REQUEST FOR A 4 LOT SINGLE FAMILY SUBDIVISION ON 2.29 ACRES ZONED SINGLE FAMILY RESIDENTIAL (RSF). Bob Generous: Thank you Mayor, council members. Fretham 15th Addition is a subdivision review. The applicant Curt Fretham and Lakewest Development Company is requesting a 4 lot split of a property located on Chaska Road. The comer of Chaska Road and Highway 41. You can see from the inset it's over a 2 acre parcel and they're proposing, there is an existing single family home on it. They're proposing to relocate the existing home and create 3 new lots for new housing. Again it's a 4 lot subdivision for single family detached housing. The property is zoned single family residential and it's guided for low density residential. The proposed development is consistent with both the zoning ordinance and the City's Comprehensive Plan. Again here they're showing a potential building sites for the new homes that would go on the property. The most westerly house would be the one that's moved from the middle of the property over to the west end and then 3 new housing sites would be built on the development. Access would be via Chaska Road, which is a local street and sewer and water are in Chaska Road so they will be extended to this development. As part of the City will be upgrading Chaska Road as part of it's road projects and we're working with coordinating the utility extension because it's on the south side, to the north side of the road with that improvement. The developer will be mass grading the site to the extent of making the building pads work on the property. On the east side of the property there is a wetland complex and that does constrain the building area of Lot 1. It's forced to be in the more northerly part of the site. As part of this project they also are putting in stormwater ponding and they'll work to maintain the Highway 41 drainage goes along the west side of the property. The only issue we had was on Lot 1. As I stated this is a constrained site because of the wetland. It sort of wraps around this site so the setbacks, primary setbacks are shown in red on this diagram. That's where the house can be located. The secondary setback is for accessory structures and that's a green line so they could put sheds or play equipment or accessory structures on the property. It is sufficient to build on and he has proposed a building plan that he has built before so it fits on the site. The issues with this site are the constrained building envelopes so there's, once they put the house in there's not a lot of expansion that they can do except for accessory structures. They showed us a plan that they can maintain the driveway grade at 10% and it's just a small portion of the driveway immediately adjacent to the house. And then the other restriction is that they'll need an ejector pump for their sewer system on this because the lowest basement floor will be below the grade elevation of the sewer in Chaska Road. With that they are providing some landscaping along Highway 41. This is in locations that are devoid of existing vegetation. In the other areas they are preserving significant areas of trees and shrubs and so this will help to fill that in. We are recommending approval of the subdivision subject to the conditions of the staff report and adoption of the Findings of Fact by the Planning Commission. With that I'd be happy to answer any questions. Mayor Furlong: Thank you. Any questions for Mr. Generous? Councilman Laufenburger. Councilman Laufenburger: Bob is, you mentioned that this lot prior to the subdivision, this is on Chaska Road and Chaska Road is part of the street improvement project for this year, is that correct? Bob Generous: That's correct. SCANNED Chanhassen City Council — February 25, 2013 Councilman Laufenburger: So will the assessment of Chaska, and maybe this isn't a question for you but perhaps of Mr. Oehme but will the assessment for this property be now 4 separate assessments or will it still be one assessment? Who wants to take this? Mayor Furlong: I think that's a condition. Go ahead Mr. Oehme. Paul Oehme: Yeah, try to take it. Mr. Laufenburger, City Council members. 'Be plan right now or currently the lot is one lot. It hasn't been subdivided yet so it's not, those extra 3 lots are not a lot of record. Councilman Laufenburger: As of right now Paul Oehme: As of right now. Councilman Laufenburger: Okay. Paul Oehme: So we are planning to take this, going through the process, the assessment hearing is scheduled for the end of April. We're not anticipating that the developer will be subdividing their lots prior to that date so right now it looks like there's only going to be one lot of record prior to that assessment hearing. Councilman Laufenburger: So our action tonight Mr. Generous is to approve this subdivision. It's up to the lot owner to determine when he takes advantage of that approval, is that correct? Bob Generous: That's correct. They have up to a year from preliminary plan approval to final plat. Councilman Laufenburger: Okay. Thank you Mr. Generous. Thank you Mayor. Mayor Furlong: Okay. I guess in addition to that Mr. Oehme there is the expectation that the utility hook-up's will take place either before or at the time that the street project is done, is that correct? Paul Oehme: Correct. Yeah Mayor we are currently working with the developer and his contractor and try to coordinate the service extensions to the future lots in conjunction with our street improvement project if it moves forward. We are anticipating that the utilities would be put in with our project and then we would assess them back 100% for those costs for that extension. Mayor Furlong: Okay. So is that being, and we'll get to that but would that be a bid alternate then that that's going to go forward on? We'll have to make that decision at some point. Paul Oehme: Right. We'll have to. Mayor Furlong: In conjunction with the property owner. Paul Oehme: Exactly. We're planning to get bids on that and then dependent on how it plays out we'll probably end up taking alternates on it and at least getting a price at this time by the contractor for that work. Mayor Furlong: So I think it sure would be prudent and desirable to have that utility work done before we get a new street there. Paul Oehme: Absolutely Chanhassen City Council — February 25, 2013 Mayor Furlong: So we don't have to dig up a new street so okay. Other questions for staff from members of the council? Alright. Is the applicant or their representative here this evening? Good evening. Curt Fretham: Hello. Curt Fretham, Lakewest Development. Thank you all for hearing our application tonight. Bob and his staff have been very good to work with on the project and I really don't have a lot to add but I am here for questions if you have any. Mayor Furlong: Thank you. Any questions for the developer, applicant? Okay, no. Very good, thank you for being here. Public hearing did occur at the Planning Commission and I know that there was an email received Mr. Generous that you responded to that was in our packet as well with some other concerns from a neighbor with regards to consistency of Comprehensive Plan and other factors so that information is here and will be part of the record. Bob Generous: Correct and I did respond to him and he seem to accept the answer that I gave him so. Mayor Furlong: Which is always nice. Thank you. Any questions? Follow up questions for staff or any other aspects? If not then we'll bring it to council for comments and consideration of a motion. Thoughts and comments? Mr. Laufenburger. Councilman Laufenburger: I support the subdivision. I think it makes an opportunity for people to move into the Chanhassen community and those lots seem to be very accommodating. I'm pleased with the work that they did to accommodate that Lot 1. It looks like that's the only footprint where a house can go in and that driveway will work so very well. Mayor Furlong: Okay, thank you. Any other comments? Councilwoman Tjornhom: I'd just like to thank the Planning Commission. They don't always get thanked enough for seeing this through before it got to us and kind of working out any kinks or any details that need to be worked out so I want to thank them for their due diligence. Mayor Furlong: Thank you. if there are no other comments would somebody like to make a motion? Motion to approve. Mr. Laufenburger. Councilman Laufenburger: Mr. Mayor. Mr. Mayor, I move that the Chanhassen City Council approves the preliminary plat creating 4 lots for Fretham 151h Addition subject to the conditions of the staff report and adoption of the Findings of Fact. Mayor Furlong: Thank you. Is there a second? Councilman McDonald: Second. Mayor Furlong: Motion's been made and seconded. Any discussion on the motion? Seeing none we'll proceed with the vote. Councilman Laufenburger moved, Councilman McDonald seconded that the Chanhassen City Council approve the preliminary plat creating four lots for Fretham 15'h Addition subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: Building Official Chanhassen City Council — February 25, 2013 1. The applicant must apply for the appropriate permit(s) required for the demolition or moving of any existing structures. 2. A final grading plan and soils report must be submitted to the Inspections Division before building permits can be issued. 3. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 4. Each lot must be provided with separate sewer and water services. Engineering: 1. If the Fretham 15th Addition final plat is approved prior to the assessment hearing for City Project 13-01, each lot within the plat shall be included in the assessment calculation. 2. The sewer and water services to Lots 1, 3 and 4 must be installed prior to the street resurfacing project, as noted on Sheet 4 of the preliminary plans. 3. Based on the elevation of the existing sanitary sewer and the proposed home elevation on Lot 1, this home cannot be serviced by gravity sanitary sewer. Staff requests that the developer disclose this information to prospective buyers. 4. Lots 1, 3 and 4 will be subject to the City sewer and water hook-up charges and the Metropolitan Council Sanitary Access Charge. These fees shall be collected in accordance with the City Code at the rate in effect at the time. 5. The developer must obtain a MnDOT drainage permit. 6. The drainage from Highway 41 must be included in the stormwater calculations. 7. The drainage calculations must be revised to model the storm depths stipulated in City Code. 8. The existing drainage area boundaries used for the runoff calculations needs to be revised to include all the area draining to the wetlands, including area outside of the proposed development. 9. Ensure that the post -development discharge rates to both wetlands do not exceed the existing condition. 10. It must be shown that the proposed swale along Highway 41 is adequate to handle anticipated flow volumes. 11. The curve number for the wetland areas must be 78. 12. The grading plan must be modified so that the driveway grade for Lot 1 does not exceed 10%. 13. Spot elevations must be shown along the driveway to Lot I in order to calculate the cross slope. Chanhassen City Council — February 25, 2013 14. Note the lowest opening elevation for the home on Lot 4. 15. If the proposed area to be disturbed is greater than one (1) acre, the applicant will be required to obtain a NPDES Construction Permit. Proof of permit and a Surface Water Pollution Prevention Plan must be submitted to the City for review and comment. 16. The proposed culverts shall have filtration logs, appropriate to flow conditions, at their inlets and outlets until vegetation is established within the ditch. 17. A construction entrance shall be shown on the plan set and a detail shall be provided. 18. Silt fence or other appropriate sediment control BMP shall be installed along the frontage for Chaska Road. 19. All silt fence shall use metal t -posts. 20. Sediment protection shall be provided for all wetland areas including those areas off-site to which the site is tributary. 21. The buffer area disturbed for the creation of the pond and drainage, and any other buffer area unacceptable under Section 20-142 shall be seeded with an appropriate seed mix such as State Mix 36-211: Woodland Edge South & West. 22. The drainage and utility easement shall include all wetland buffer areas. 23. Wetland buffer monument placement shall be indicated on the plan set and shall be installed by the applicant before release of the final plat. 24. All drainage swales must be stabilized for the final 200 feet before exiting the property or entering a water of the state. The method of stabilization shall be indicated on the plan. 25. The estimated SWMP fees due at final plat are $8,841.00 Natural Resource Specialist: I. Each lot will be required to plant one overstory tree in the front yard per city ordinance. 2. Building permit survey for each lot shall be required to show all inventoried trees and their removal or preservation status. Park and Recreation: 1. The developer shall pay park dedication fees at the rate in force upon final plat approval for three of the four lots prior to recording the final plat. Planning: 1. The shed located in the northeast comer of the property must be demolished or removed. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Dear Mr. Fretham: Administration Phone: 952.227.1100 This letter is to confirm that on February 25, 2013 the Chanhassen City Council approved Fax: 952.227.1110 the preliminary plat creating four lots for Fretham 15`" Addition subject to the following Building Inspections conditions: Phone: 952.227.1180 Fax: 952.227.1190 Building Official: Engineering 1. The applicant must apply for the appropriate permit(s) required for the demolition Phone: 952.227.1160 or moving of any existing structures. Fax: 952.227.1170 2. A final grading plan and soils report must be submitted to the Inspections Finance Phone: 952.227.1140 Division before building permits can be issued. Fax: 952.2271110 3. Retaining walls over four feet high require a permit and must be designed by a Park & Recreation professional engineer. Phone: 952.2271120 Fax: 952.227.1110 4. Each lot must be provided with separate sewer and water services. Recreation Center Engineering: 2310 Coulter Boulevard February 26, 2013 Phone: 952.227.1400 Mr. Curt Fretham C�1p ll l OF Lakewest Development Co., LLC assessment calculation. Planning& the Metropolitan Council Sanitary Access Charge. These fees shall be collected Natural Resources in accordance with the City Code at the rate in effect at the time. Highway 7 2. The sewer and water services to Lots 1, 3 and 4 must be installed prior to the CgANgASSEK street resurfacing project, as noted on Sheet 4 of the preliminary plans. a Minn Minnetonka, MN 55345 7700 Market Boule and Re: Fretham 150 Addition PO Box 147 Chanhassen, MN 55317 planning Case #2013-04 Dear Mr. Fretham: Administration Phone: 952.227.1100 This letter is to confirm that on February 25, 2013 the Chanhassen City Council approved Fax: 952.227.1110 the preliminary plat creating four lots for Fretham 15`" Addition subject to the following Building Inspections conditions: Phone: 952.227.1180 Fax: 952.227.1190 Building Official: Engineering 1. The applicant must apply for the appropriate permit(s) required for the demolition Phone: 952.227.1160 or moving of any existing structures. Fax: 952.227.1170 2. A final grading plan and soils report must be submitted to the Inspections Finance Phone: 952.227.1140 Division before building permits can be issued. Fax: 952.2271110 3. Retaining walls over four feet high require a permit and must be designed by a Park & Recreation professional engineer. Phone: 952.2271120 Fax: 952.227.1110 4. Each lot must be provided with separate sewer and water services. Recreation Center Engineering: 2310 Coulter Boulevard elevation on Lot 1, this home cannot be serviced by gravity sanitary sewer. Staff Phone: 952.227.1400 1. If the Fretham I Sth Addition final plat is approved prior to the assessment Fax: 952.227.1404 hearing for City Project 13-01, each lot within the plat shall be included in the assessment calculation. Planning& the Metropolitan Council Sanitary Access Charge. These fees shall be collected Natural Resources in accordance with the City Code at the rate in effect at the time. Phone: 952.227.1130 2. The sewer and water services to Lots 1, 3 and 4 must be installed prior to the Fax: 952.227.1110 street resurfacing project, as noted on Sheet 4 of the preliminary plans. Public Works 3. Based on the elevation of the existing sanitary sewer and the proposed home 7901 Park Place elevation on Lot 1, this home cannot be serviced by gravity sanitary sewer. Staff Phone: 952.227]300 requests that the developer disclose this information to prospective buyers. Fax: 9522271310 4. Lots 1, 3 and 4 will be subject to the City sewer and water hook-up charges and Senior Center the Metropolitan Council Sanitary Access Charge. These fees shall be collected Phone: 952.227.1125 Fax: 952.227.1110 in accordance with the City Code at the rate in effect at the time. Web Site 5. The developer must obtain a MnDOT drainage permit. www.ci.chanhassen.mn.us Chanhassen is a Community for Life - Providing(ofTodayandPlanningforTomorrow SCANNED Mr. Curt Fretham Fretham 15"' Addition February 26, 2013 Page 2 6. The drainage from Highway 41 must be included in the stormwater calculations. The drainage calculations must be revised to model the storm depths stipulated in City Code. The existing drainage area boundaries used for the runoff calculations needs to be revised to include all the area draining to the wetlands, including area outside of the proposed development. 8. Ensure that the post -development discharge rates to both wetlands do not exceed the existing condition. 9. It must be shown that the proposed swale along Highway 41 is adequate to handle anticipated flow volumes. 10. The curve number for the wetland areas must be 78. 11. The grading plan must be modified so that the driveway grade for Lot 1 does not exceed 10%. 12. Spot elevations must be shown along the driveway to Lot 1 in order to calculate the cross slope. 13. Note the lowest opening elevation for the home on Lot 4. 14. If the proposed area to be disturbed is greater than one (1) acre, the applicant will be required to obtain a NPDES Construction Permit. Proof of permit and a Surface Water Pollution Prevention Plan must be submitted to the City for review and comment. 15. The proposed culverts shall have filtration logs, appropriate to flow conditions, at their inlets and outlets until vegetation is established within the ditch. 16. A construction entrance shall be shown on the plan set and a detail shall be provided. 17. Silt fence or other appropriate sediment control BMP shall be installed along the frontage for Chaska Road. 18. All silt fence shall use metal t -posts. 19. Sediment protection shall be provided for all wetland areas including those areas off-site to which the site is tributary. 20. The buffer area disturbed for the creation of the pond and drainage, and any other buffer area unacceptable under Section 20-142 shall be seeded with an appropriate seed mix such as State Mix 36-211: Woodland Edge South & West. 21. The drainage and utility easement shall include all wetland buffer areas. 22. Wetland buffer monument placement shall be indicated on the plan set and shall be installed by the applicant before release of the final plat. "I Mr. Curt Fretham Fretham 15'h Addition February 26,2013 Page 3 23. All drainage swales must be stabilized for the final 200 feet before exiting the property or entering a water of the state. The method of stabilization shall be indicated on the plan. 24. The estimated SWMP fees due at final plat are $8,841.00 Natural Resource Specialist: 1. Each lot will be required to plant one overstory tree in the front yard per city ordinance. 2. Building permit survey for each lot shall be required to show all inventoried trees and their removal or preservation status. Park and Recreation: 1. The developer shall pay park dedication fees at the rate in force upon final plat approval for three of the four lots prior to recording the final plat. Planning: 1. The shed located in the northeast comer of the property must be demolished or removed. Final plat documents must be submitted to the City 30 days prior to the City Council meeting in which you wish to have your final plat approved. Conditions of the preliminary plat approval must be addressed for final plat approval. Enclosed is the list of items required for submittal for final plat approval. Should you have any questions, please contact me at (952) 227-1131 or by email at b enerous&i.chanhassen.mmus. Sincerely, Robert Generous, AICP Senior Planner Enclosure ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Todd Gerhardt, City Manager Terry Jeffery, Water Resources Coordinator Jetty Mohn, Building Official Enclosure g:\plan\2013 planning ca \2013-04 frelham subdivisim\approval letter pmhm.dm ITEMS REQUIRED FOR FINAL PLAT CONSIDERATION The following items are required to be submitted a minimum of 30 days prior to City Council meeting and payment of a $250.00 final plat review fee: Submit three (3) sets of full size, 50 scale construction plans and specifications for staff review and redline. • Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water and storm sewer lines). The plan view must show all drainage and utility easements. • Grading and drainage plans shall show dwelling type and elevations, wetlands and wetland buffer areas, stormwater pond NWL and HWL, EOF and catch basin and stone manhole numbers. • The construction plans and specifications shall be in accordance to the City's latest edition of Standard Specifications & Detail Plates. • The plans shall include traffic signage and street light placement. 2. Drainage calculations for water quantity and quality ponding with maps showing drainage areas for pre -and post -development conditions and contributing areas to catch basins. 3. Hydraulic calculations and drainage map for the storm sewer design. 4. Tree Preservation Easements (if applicable). 5. Trail Easements (if applicable). 6. Engineer's Cost Estimate of Improvements: a. Sanitary sewer system. b. Water system. c. Storm sewer drainage system including cleaning and maintenance. d. Streets, sidewalk and trails. e. Erosion control. f. Site restoration (seeding, sodding, etc.). g. Site grading h. Street lights & signs i. Engineering, surveying & inspection j. Landscaping Five (5) sets (folded) of final plat, one (1) set of reductions (8'/�" x 11"), and a digital copy in Alf format. 8. Digital copy of the legal description of the property in a .doc format. 9. Lot tabulations. Failure to provide any of the above items by the required deadline will result in delaying consideration of final plat before the City Council. Updated M29-06 giengft ms\final plat submittal.doc CITY OF 7700 Markel Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.22T1 100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.22T1 170 Finance Phone: 952.227.1140 Fax: 952.2271110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: February 25, 2013 D SUBJ: Fretham 150i Addition, Preliminary Plat Planning Case #2013-04 PROPOSED MOTION "The Chanhassen City Council approves the preliminary plat creating four lots for Fretham 15'h Addition subject to the conditions of the staff report and adoption of the Findings of Fact." City Council approval requires a majority vote of City Council present. EXECUTIVE SUMMARY The applicant is requesting a four -lot subdivision for single-family detached housing. The development complies with the requirements of the zoning and subdivision ordinances. Lot one has a constrained building envelop and will require the use of an ejector pump for sanitary sewer service. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on February 5, 2013 to review the proposed development. The Planning Commission voted four to zero to recommend approval of the proposed subdivision subject to the conditions of the staff report. The Planning Commission had no issues or concerns with the development. Planning Commission minutes for February 5, 2013 are item 1 a of the February 25, 2013 City Council packet. RECOMMENDATION Staff recommends approval of the proposed subdivision subject to the conditions in the staff report dated February 5, 2013. ATTACHMENTS 1. Email from Bob Generous to Mike Tobin Dated February 7, 2013. 2. Planning Commission Staff Report Dated February 5, 2013. g9plan\2013 planning cwes12013-04 fretham subdivision\executive summary.doc Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow SCANNED 4-7//5 Generous, Bob To: Mike Tobin Subject: RE: 6300 Chaska Road comments Attachments: map.jpg Mr. Tobin: I will try to answer your questions here and immediately following your questions below. As for the development, it is very similar to the lot layout across Chaska Road. See the attached map Access for each lot is in compliance with City Code. Chaska Road is a local street. Three new homes will not increase traffic on this road significantly. The City's Comprehensive Plan guides this area for residential — low density uses. This means residential densities of 1.2 —4.0 units per acre. The proposed density for this project is 1.83 units per acre, which is on the low side of the permissible density range. The property is zoned Single -Family Residential District. This zoning requires a minimum lot size of 15,000 square feet. These lots are as follows: The wetlands on the east and north of the project will remain and are not being altered with this development. If you have additional questions or need more information, please contact me. Here is the link to the project on the City's web site: http://www.ci.chanhassen.mn.us/index.aspx?NID=830 Robert Generous, AICP Senior Planner 7700 Market Boulevard P.O.Box 147 Chanhassen, MN 55317 (952)227-1131 bgenerous@ci.chanhassen.mn.us From: Mike Tobin [mailto:mike.c.tobin@gmail.com] Sent: Tuesday, February 05, 2013 10:58 PM To: Generous, Bob Subject: 6300 Chaska Road comments Hi Mr. Generouos, I was unable to make the public meeting this evening to hear more about the proposed development at 6300 Chaska Rd but would like to pass on some thoughts and ask a couple questions as a neighbor. I took a look at Area (sq. ft.) pond or Wetland (sq. ft. Frontage (ft.) Depth (ft.) Code 15,000 90 125 Lot 1 32,027 3,594 100 .283 Lot 2 24,119 714 90 313 Lot 3 22,005 90 244 Lot 4 21,389 156 220 Total 99,540 4,308 The wetlands on the east and north of the project will remain and are not being altered with this development. If you have additional questions or need more information, please contact me. Here is the link to the project on the City's web site: http://www.ci.chanhassen.mn.us/index.aspx?NID=830 Robert Generous, AICP Senior Planner 7700 Market Boulevard P.O.Box 147 Chanhassen, MN 55317 (952)227-1131 bgenerous@ci.chanhassen.mn.us From: Mike Tobin [mailto:mike.c.tobin@gmail.com] Sent: Tuesday, February 05, 2013 10:58 PM To: Generous, Bob Subject: 6300 Chaska Road comments Hi Mr. Generouos, I was unable to make the public meeting this evening to hear more about the proposed development at 6300 Chaska Rd but would like to pass on some thoughts and ask a couple questions as a neighbor. I took a look at the plans on-line and was surprised to see the proposed density on the awkward site. Even if the proposed number and size of lots is allowable by code, the layout presents a stark contrast to the current situation. Today this first lot of the neighborhood presents a woodsy natural feel that provides an excellent buffer to two increasingly more busy roadways (hwys 41 and 7). This sets the tone for the rest of the neighborhood. The new proposed development contrasts this sharply with much smaller lots and minimal treescape and buffer. In addition, the western lot seems crammed into the west comer presenting an access challenge off of Chaska road and a potential traffic issue with accessing the intersection of US hwy 41. The two other middle lots appear large at — 0.5 acres each but not spacious as they are long and narrow which winds up presenting a more dense setting. The most eastern lot is right up against a wetland that needs to be protected for not only its natural water/stormwater benefit but also because it is home to a lot of wildlife including many deer and a flock of 15+ turkeys. The driveway entry on these three additional lots also presents a traffic challenge on Chaska Rd due to the increased number and the close proximity to each other and the intersection of Hwy 41. These thoughts lead me to not look favorably on this development as it seems to be out of place with the neighborhood and have a negative impact on the quality and feel of the surroundings. I have a few questions that I am hoping that you may be able to help answer: 1) Does this developer have any previous history in the City or surrounding cities? Do they have a good or bad track record? The developer has not done another subdivision project in the City. However, they may have built individual homes. 2) Are these home intended for sale or lease? What is the price point of the homes? I believe that the homes are intended for sale. They will be market rate. You may want to contact the developer directly about this and the price. 3) Is the development in need of any variances? If so, what are they? There are no variances required. 4) Will the developer be responsible for road damage caused by construction traffic? Currently, there is a full size dump truck on site daily. In the development contract which is approved at the final plat, the developer's responsibilities are spelled out. 5) How will these comments and others be considered at the City? I will attach these comments to the City Council packet. 6) What is the City's opinion on the development's affect on the surrounding neighborhood and its ability to "fit in"? The proposed development complies with City ordinances and plans. Those standards represents the City's determination of what "fits in". 7) What is the next step for the developer and for public comment? This item goes to the City- Council on Monday, February 25, 2013. They will have copies of the Planning Commission minutes, where the public hearing was held. Any written material regarding this project will be forwarded to City Council. I look forward to your response. Best regards, Mike Tobin 6377 Melody Lane 9 PROPOSED MOTION: The Chanhassen Planning Commission recommends approval of the preliminary plat creating four lots for Fretham 15s' Addition subject to the conditions of the staff report and adoption of the Findings of Fact and Recommendation. SUMMARY OF REQUEST: The developer is requesting a subdivision into four lots — Fretham 15" Addition. LOCATION: 6300 Chaska Road (PID#25-1100100) Lot F, Bardwell Acres, Lake Minnetonka APPLICANT: Curt Fretham Lakewest Development Company, LLC 15400 Highway 7 Minnetonka, MN 55345 (952)930-3000 curtAlwestdev.com PRESENT ZONING: Single -Family Residential (RSF) 2020 LAND USE PLAN: Residential Low Density (Net density 1.2 — 4.0 units per acre) ACREAGE: 2.29 acres DENSITY: gross - 1.75 units per acre; net - 1.83 units per acre 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. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY The applicant is requesting a four -lot subdivision for single-family detached housing. There is currently one house on the property with a detached shed near the northerly property line. The site is heavily wooded with 78 percent canopy coverage. The high point on the property at an elevation of 1014 is located in the southwest comer of the property with a low point of 986 along the northern property line. A wetland complex is located on the east side of the property which wraps around the northern edge of the site. The proposed development meets the minimum standards of the zoning ordinance. Fretham 15a' Addition — Planning Case 2013-04 February 5, 2013 Page 2 of 9 APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article Vl, Wetland Protection Chapter 20, Article XII, "RSF" Single -Family Residential District BACKGROUND The Plat of Bardwell Acres Lake Minnetonka was recorded in April 1907. SUBDIVISION REVIEW The applicant is proposing a four -lot subdivision. The existing house on the property is proposed to be relocated to Lot 4. This house would need to comply with all building and zoning code requirements. Due to the wetland on the property, Lot 1 has a very constrained buildable area located near the back of the lot. Additionally, there are constraints due to the driveway grade and the sewer elevation serving this lot which may require the use of an ejector pump for sanitary sewer. The applicant has provided a building plan which appears to fit within the building envelope of Lot 1. ACCESS b �ZZ i F� rsa f -T ACCESS The property lies south of Highway 7, east of Highway 41 and north of Chaska Road. Access to the proposed lots will be from Chaska Road since access to Highways 7 and 41 is prohibited. MnDOT has retained access control along Highway 41. Each home will have its own driveway. Chaska Road is a 24 -foot wide public street within a 66 -foot wide right-of-way. Additional right -0f --way is not required. DWELL n i F� rsa f -T it I The property lies south of Highway 7, east of Highway 41 and north of Chaska Road. Access to the proposed lots will be from Chaska Road since access to Highways 7 and 41 is prohibited. MnDOT has retained access control along Highway 41. Each home will have its own driveway. Chaska Road is a 24 -foot wide public street within a 66 -foot wide right-of-way. Additional right -0f --way is not required. Fretham 15th Addition—Planning Case 2013-04 February 5, 2013 Page 3 of 9 There is no curb and gutter or public storm sewer on Chaska Road; ditches and driveway culverts convey the runoff. Due to developed conditions in the area there is little opportunity to install curb and gutter on Chaska Road; therefore, no improvements to Chaska Road are required with this subdivision. The City's proposed 2013 Street Improvement Project, City Project 13-01 includes resurfacing Chaska Road. The City's standard practice is to assess 40% of the street improvement costs to the benefitting properties on a unit basis, meaning each property would be assessed the same amount regardless of the area or frontage of the property. If the Fretbam 15th Addition final plat is approved prior to the assessment hearing for City Project 13-01, each lot within the plat shall be included in the assessment calculation. UTILITIES Eight -inch public sanitary sewer and 10 -inch public watermain are within Chaska Road. The existing service to the existing home will be used to serve Lot 2. New sewer and water services are required for Lots 1, 3 and 4. City Project 13-01 includes some utility repair and replacement in this area. Staff and the developer have discussed the option of adding these sewer and water services to the City contract and assessing the cost back to the developer. Should the developer install these services, the installation must occur prior to the street resurfacing project, as noted on Sheet 4 of the preliminary plans. Based on the elevation of the existing sanitary sewer and the proposed home elevation on Lot 1, this home cannot be serviced by gravity sanitary sewer. Staff requests that the developer disclose this information to prospective buyers. Lots 1, 3 and 4 will be subject to the City sewer and water hook-up charges and the Metropolitan Council Sanitary Access Charge. These fees shall be collected in accordance with the City Code at the rate in effect at the time. GRADING, DRAINAGE AND EROSION CONTROL The developer proposes to mass grade the site to provide the proposed building pads and to construct the stormwater basin on the north side of the site. The rear yards of Lots 2 and 3 will not be graded to preserve the existing vegetation in the area. Currently the southern one-third acre of the property drains to the south, ultimately to a storm sewer owned and maintained by the Minnesota Department of Transportation (MnDOT). The remainder of the property currently drains to the wetland to the north. This wetland outlets to the west into the MnDOT storm sewer. The proposed drainage patterns are very similar to the existing condition. The developer must obtain a MnDOT drainage permit to ensure that the proposed discharge rates to MnDOT right-of-way will not exceed the existing condition. It appears that some modifications will be required to meet MnDOT's permitting requirements. Fretham 15'b Addition — Planning Case 2013-04 February 5, 2013 Page 4 of 9 The developer's engineer has submitted drainage calculations for the proposed subdivision. The calculations must be revised to address the following: 1. Include drainage from Highway 41. The applicant is not required to treat this runoff, but the volume for a 100 -year event needs to be incorporated into the calculations to accurately determine the 100 -year elevation of the proposed stormwater feature. 2. The drainage calculations must be revised to model the storm depths stipulated in City Code. Storm Event Storm Depth Required by Code Storm Depth Modeled 2 -year 2.8" 2.75" 10 -year 4.2" 4.15" 100 -year 6.0" 5.85" 3. The existing drainage area boundaries used for the runoff calculations need to be revised to include all the area draining to the wetlands, including area outside of the proposed development. This is necessary to accurately calculate the HWL of the wetland. 4. Ensure that the post -development discharge rates to both wetlands do not exceed the existing condition. 5. The curve number for the wetland areas must be 78. The required changes to the drainage calculations may impact the viability of Lot 1. The grading plan must be modified so that the driveway grade for Lot 1 does not exceed 10%. Spot elevations must be shown along the driveway to Lot 1 in order to calculate the cross slope. Note the lowest opening elevation for the home on Lot 4. The site is 2.29 acres in area and may have at least as much as half disturbed. This means that the site plan will likely disturb greater than one acre and will require an NPDES construction permit. The City shall be provided confirmation of the permit and a Surface Water Pollution Prevention Plan (SWPPP) must be prepared and submitted to the City for review and comment. A review of the preliminary grading and erosion control plan prompted the following comments. 1. The proposed culverts shall have filtration logs, appropriate to flow conditions, at their inlets and outlets unfit vegetation is established within the ditch. 2. A construction entrance shall be shown on the plan set and a detail shall be provided. 3. Silt fence or other appropriate sediment control BMP shall be installed along the frontage for Chaska Road. 4. All silt fence shall use metal t -posts. Fretham 15`h Addition — Planning Case 2013-04 February 5, 2013 Page 5 of 9 5. Sediment protection shall be provided for all wetland areas including those areas off-site to which the site is tributary. 6. The buffer area disturbed for the creation of the pond and drainage shall be seeded with an appropriate seed mix such as State Mix 36-211: Woodland Edge South & West. 7. All drainage swales must be stabilized for the final 200 feet before exiting the property or entering a water of the state. The method of stabilization shall be indicated on the plan. Surface Water Management Fees Surface water management (SWMP) fees are based upon an assessable area of 2.20 acres. The buffer area needs to be included in the drainage and utility easement and the area provided to the City. When this is done and a management plan submitted, the buffer area will be subtracted from the assessable are and the SWMP fees will be reduced accordingly. Under current conditions, the estimated SWMP fees due at final plat are $8,841.00. LANDSCAPINGfrREE PRESERVATION The applicant has provided a tree inventory and removal plan for the subdivision. Bufferyard plantings are required for this development along Highway 41. Tree preservation calculations for the development are shown below. Total upland area (excluding wetlands/parkland)97,138 SF or 2.23 ac. Total canopy area (excluding wetlands/parkland) 75,794 SF or 1.74 ac Baseline canopy coverage 78% Minimum canopy coverage allowed 46% or 44,683 SF Proposed tree preservation 42% or 40,510 SF The developer does not meet minimum canopy coverage allowed. Additional plantings will be required to bring the baseline canopy coverage up to the minimum required. Required plantings (4468340510)x1.2 5 trees required The applicant is required to provide bufferyards along Highway 41. The minimum plantings required are shown in the table below. The applicant is placing the proposed plantings in areas that do not have existing vegetation thereby creating a landscape bufferyard the length of the property. Required Proposed West property line - Hwy 8 overstory trees Existing wooded areas 41, bufferyard B, 440' 17 understory trees 11 overstory trees 26 shrubs 9 understory trees 15 shrubs The applicant is placing the proposed plantings in areas that do not have existing vegetation thereby creating a landscape bufferyard the length of the property. Fretham 15"' Addition —Planning Case 2013-04 February 5, 2013 Page 6 of 9 PARKS AND RECREATION The Fretham subdivision request for four single lots is subject to a single condition of approval for parks and trails. The payment of park dedication fees at the rate in force upon final plat approval for three of the four lots. The lot with the existing residence is exempt from this fee. At today's rate the payment of a total of $17,400 in park dedication fees is required. These fees will be deposited in the City's park and trail dedication fund for utilization on future park and trail improvements. One example of a recent project which will benefit the Fretham Addition is the completion of the Highway 41 pedestrian trail and Minnewashta Park pedestrian underpass. A project funded cooperatively with Federal, Regional and City dollars, including over $650,000 in park dedication dollars. MISCELLANEOUS The applicant must apply for the appropriate permit(s) required for the demolition or moving of any existing structures. The shed located in the northeast corner of the property must be demolished or removed since accessory structures are not permitted without a primary structure. A final grading plan and soils report must be submitted to the Inspections Division before building permits can be issued. Retaining walls over four feet high require a permit and must be designed by a professional engineer. Each lot must be provided with separate sewer and water services. COMPLIANCE TABLE Setbacks: 30 -ft. front; 10 -ft. side; 30 -ft. rear; wetland buffer 20 ft.; wetland buffer setback 30 ft. RECOMMENDATION Staff recommends that the Planning Commission approve the preliminary plat creating four lots subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: Building Official: 1. The applicant must apply for the appropriate permit(s) required for the demolition or moving of any existing structures. Area (sq. ft.) Pond or Wetland (sq. ft. Frontage (ft.) Depth (ft.) Notes Code 15,000 90 125 Lot 1 32,027 3,594 100 283 Lot 2 24,119 714 90 313 Lot 3 22,005 90 244 Lot 4 21,389 156 220 Comer lot Total 99,540 4,308 2.285 acres Setbacks: 30 -ft. front; 10 -ft. side; 30 -ft. rear; wetland buffer 20 ft.; wetland buffer setback 30 ft. RECOMMENDATION Staff recommends that the Planning Commission approve the preliminary plat creating four lots subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: Building Official: 1. The applicant must apply for the appropriate permit(s) required for the demolition or moving of any existing structures. Fretham 15d' Addition — Planning Case 2013-04 February 5, 2013 Page 7 of 9 2. A final grading plan and soils report must be submitted to the Inspections Division before building permits can be issued. 3. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 4. Each lot must be provided with separate sewer and water services. Engineering: 1. If the Fretham 15th Addition final plat is approved prior to the assessment hearing for City Project 13-01, each lot within the plat shall be included in the assessment calculation. 2. The sewer and water services to Lots 1, 3 and 4 must be installed prior to the street resurfacing project, as noted on Sheet 4 of the preliminary plans. 3. Based on the elevation of the existing sanitary sewer and the proposed home elevation on Lot 1, this home cannot be serviced by gravity sanitary sewer. Staff requests that the developer disclose this information to prospective buyers. 4. Lots 1, 3 and 4 will be subject to the City sewer and water hook-up charges and the Metropolitan Council Sanitary Access Charge. These fees shall be collected in accordance with the City Code at the rate in effect at the time. 5. The developer must obtain a MnDOT drainage permit. 6. The drainage from Highway 41 must be included in the stormwater calculations. 7. The drainage calculations must be revised to model the storm depths stipulated in City Code. 8. The existing drainage area boundaries used for the runoff calculations needs to be revised to include all the area draining to the wetlands, including area outside of the proposed development. 9. Ensure that the post -development discharge rates to both wetlands do not exceed the existing condition. 10. It must be shown that the proposed swale along Highway 41 is adequate to handle anticipated flow volumes. 11. The curve number for the wetland areas must be 78. 12. The grading plan must be modified so that the driveway grade for Lot I does not exceed 10%. Fretham 15s' Addition — Planning Case 2013-04 February 5, 2013 Page 8 of 9 13. Spot elevations must be shown along the driveway to Lot 1 in order to calculate the cross slope. 14. Note the lowest opening elevation for the home on Lot 4. 15. If the proposed area to be disturbed is greater than one (1) acre, the applicant will be required to obtain a NPDES Construction Permit. Proof of permit and a Surface Water Pollution Prevention Plan must be submitted to the City for review and comment. 16. The proposed culverts shall have filtration logs, appropriate to flow conditions, at their inlets and outlets until vegetation is established within the ditch. 17. A construction entrance shall be shown on the plan set and a detail shall be provided. 18. Silt fence or other appropriate sediment control BMP shall be installed along the frontage for Chaska Road. 19. All silt fence shall use metal t -posts. 20. Sediment protection shall be provided for all wetland areas including those areas off-site to which the site is tributary. 21. The buffer area disturbed for the creation of the pond and drainage, and any other buffer area unacceptable under Section 20-142 shall be seeded with an appropriate seed mix such as State Mix 36-211: Woodland Edge South & West. 22. The drainage and utility easement shall include all wetland buffer areas. 23. Wetland buffer monument placement shall be indicated on the plan set and shall be installed by the applicant before release of the final plat. 24. All drainage swales must be stabilized for the final 200 feet before exiting the property or entering a water of the state. The method of stabilization shall be indicated on the plan. 25. The estimated SWMP fees due at final plat are $8,841.00 Natural Resource Specialist: 1. Each lot will be required to plant one overstory tree in the front yard per city ordinance. 2. Building permit survey for each lot shall be required to show all inventoried trees and their removal or preservation status. Park and Recreation: I. The developer shall pay park dedication fees at the rate in force upon final plat approval for three of the four lots prior to recording the final plat. Fretham 150'Addition —Planning Case 2013-04 February 5, 2013 Page 9 of 9 Planning: 1. The shed located in the northeast corner of the property must be demolished or removed. ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Reduced Copy Existing Conditions. 4. Reduced Copy Preliminary Plat. 5. Reduced Copy Preliminary Utility Plan. 6. Reduced Copy Preliminary Grading & Erosion Control Plan. 7. Reduced Copy Preliminary Tree Inventory. 8. Reduced Copy Tree Canopy Exhibit. 9. Reduced Copy Landscape Plan. 10. Letter from Molly McCartney, MnDOT, to Robert Generous dated January 24, 2013. 11. Public Hearing Notice and Mailing List. gAplan\2013 planning mes12013.04 f etham subdivisionWafrreport fraWsm prelim.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Lakewest Development Company, LLC for subdivision approval. On February 5, 2013, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Lakewest Development Company, LLC for subdivision approval to subdivide 2.29 acres into 4 single-family residential lots. The Planning Commission conducted a public hearing on the proposed subdivision 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 Single -Family Residential District (RSF). 2. The property is guided in the Land Use Plan for Residential Low Density use. The legal description of the property is Lot F, Bardwell Acres Lake Minnewashta, Carver County, Minnesota except that part lying west of State Road No. 41. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: 1) The proposed subdivision is consistent with the zoning ordinance; 2) The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; 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 subject to compliance with the conditions of approval; 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 subject to compliance with the conditions of approval; 5) The proposed subdivision will not cause environmental damage; 6) The proposed subdivision will not conflict with easements of record; and 7) The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate storm 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. 5. The planning report 42013-04, dated February 5, 2013, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Preliminary Plat creating four lots. ADOPTED by the Chanhassen Planning Commission this 5h day of February 2013. CHANHASSEN PLANNING COMMISSION BY: Its Chairman CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Planning Case No.Q0o -4 CITY OF CHANHASSEN RECEIVED JAM u 4 20"iJ CHANHASSEN PLANNING DEPT Applicant Name and Address: Property Owner Name and Address: li_e.vkSt�,o. Lo CV a4\(t 7 -z(mi, IS 6 3 Contact: Contact: Ye 6L Phone:cS - 2 Fax: CISa- US3- aN Phone: Sa 3U- ax: Email: (tNL jcitnl, f UVYI Email: (,Vit (o '\X'(J(1'V, iDw) 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 Sign Permits Sign Plan Review Site Plan Review (SPR)* Subdivision*, Pr�� " ^-� 660, 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 (City to install and remove) -X- Escrow for Filing Fees/Attorney Cost" - $50 CUP/SPRNACNAR/WAP/Metes & Bounds - $450 Minor SUB Kar2r� �ra4�rn 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%" 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. SCANNED PROJECT NAME: z`, 1I C1l► ' �� I``\' 4n it d L ( hbr t LOCATION: MOO C n` '-Qkt Vk6'-& LEGAL DESCRIPTION AND PID: L,� ffIT AIa7: aSJODIDb TOTALACREAGE: . 0 WETLANDS PRESENT: X YES NO PRESENT ZONING: REQUESTED ZONING: v T 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 specific 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 mailed 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 1 have submitted are true and correct to the best of my knowledge. nature of Al5plicant �&L Ate` Signature of Fee Owner e:\plan\fomts\development mvie%c application.doc / Z/a'l� Z Date / z/� 7// le— Date Date SCANNED PROJECT NARRATIVE FRETHAM 15TH ADDITION 6300 CHASKA ROAD CHANHASSEN, MINNESOTA Project Description Lakewest Development Co., LLC is proposing to redevelop 6300 Chaska Road, located at the intersection Chaska Road and State Highway 41. The total site area is approximately 2.29 acres. The property is zoned RSF and contains one existing single-family home. Lot Configurations The preliminary plat will create four buildable lots. The existing house will be relocated to lot four to accommodate the new property boundaries. The proposed lots range in size from 21,389 square feet to 32,027 square feet. This proposal meets minimum lot area, lot width and lot depth requirements for RSF Zoning and requires no variances. Utilities and Storm Water Since utilities are already in place the new homes will not create a new burden for the city and its taxpayers. Individual sewer and water lines will be extended to the new lots from the existing public service in the street to further utilize existing infrastructure. Ponding requirements will be met as required for storm water runoff control. Frontage While the property has frontage on both Chaska Road and State Highway 41, all four lots will be accessed from Chaska Road. Environmental Impacts Wetlands exist on the eastern portion of the site. Required buffers and setbacks from wetlands will be adhered to. SCANNED z z 0 Z 0 U u z w 5 gE [3[ ?" Resg ss ggs - { ssitl� OPS z? i�0 o w w z \ 6u¢ VwN b kill� i I fI I a il l 1 1 z z 0 Z 0 U u z w 5 gE [3[ ?" Resg ss { ssitl� OPS z? i�0 o w w z \ 6u¢ VwN b kill� ®® AVMH91H _S ; 5 iz 0WN OwV (5 ci w m 0 m z z Q U N Y < qq @ $ pYy Y 23y�Y4 Ye5`�$SS IS 5 iz 0WN OwV (5 ci w m 0 m z z Q U N e i i3 hi '1' ! 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IN wm gZNZ Jnz op2QZ i w J20z" zzz e-IS z of r�E i:jaE i `\ Rzo (, t nza'rr aapiW 3 a: Z m2WSw jQ F3Z� W �w�0¢ S w azg >rc � a azw0� °b n e ° n awUmx zw- - \ x J Nwz< mQ>ZFW (�aLLO ■/8111 \. n �ZJp� p-�tOf� \ ♦ U nFnNU E° \ \ Z owLLro az 0n <Om z0w, . n • e ;N' p � ZNWLL o CW'ac i •iii ti i,: A7ei ", -- f_ �3 � - i a '� i i =>�Wa c tl Minnesota Department of Transportation fitMetropolitan District ks OF0�� Waters Edge Building 1500 County Road B2 West Roseville, MN 55113 January 24, 2013 Robert Generous, AICP Senior Planner 7700 Market Blvd City of Chanhassen Chanhassen, MN 55317 SUBJECT: Fretham 15th Addition, MnDOT Review # P13-002 East side of TH 41 (Hazeltine Blvd.), south of TH 7 Chanhassen, Carver County Control Section 1008 Dear Mr. Generous: The Minnesota Department of Transportation (MnDOT) has reviewed the above referenced plat in compliance with Minnesota Statute 505.03, subdivision 2, Plats. Before any further development, please address the following issues: Water Resources A drainage permit will be required. The proposed project includes site drainage modifications that affect drainage to MnDOT right of way. A drainage permit will be required to ensure that current drainage rates to MnDOT right-of-way will not be increased. The following information must be submitted with the drainage permit application: 1) A grading plan showing existing and proposed contours, 2) Drainage area maps for the proposed project showing existing and proposed drainage areas. Any off-site areas that drain to the project area should also be included in the drainage area maps. The direction of flow for each drainage area must be indicated by arrows, 3) Drainage computations for pre and post construction conditions during the 2, 10, and 100 year rain events, 4) An electronic copy of any computer modeling used for the drainage computations, and 5) Relevant construction plan sheets. Direct questions concerning drainage issues to Hailu Shekur (hailu.shekurna state.mmus or 651- 234-7521) in MnDOT Water Resources. Permit Required Any use of or work within or affecting MnDOT right of way requires a permit. Permit forms are available from MnDOT's utility website at www.dot.state.mn.usRecsup/utility. Include one 11 x 17 plan set and one full size plan set with each permit application. Direct any questions regarding permit requirements to Buck Craig (651-234-7911) in MnDOT's Metro Permits Section. Review Submittal Options. MnDOT's goal is to complete the review of plans within 30 days. Submittals sent in electronically can usually be turned around faster. There are four submittal options. 1. One (1) electronic pdf version of the plans. MnDOT can accept the plans via e-mail at metrodevreviews.dot@state.mn.us provided that each separate e-mail is less than 20 megabytes. 2. Three (3) sets of full size plans. Although submitting seven sets of full size plans will expedite the review process. Plans can be sent to: MnDOT — Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 3. One (1) compact disk or other data storage device. 4. Plans can also be submitted to MnDOT's External FTP Site. Send files to: fti):Hfti)2.dot.state.mn.us/pub/incoming/MetroWatersEdize/Planning Internet Explorer does not work using ftp so use an FTP Client or your Windows Explorer (My Computer). Also, send a note to metrodevreviews.dot@state.mn.us indicating that the plans have been submitted on the FTP site. If you have any questions concerning this review please feel free to contact me at 651-234-7789. Sincerely, M Molly McCartney Senior Transportation Planner Copy sent via E -Mail: Hailu Shekur, Water Resources Buck Craig, Permits Merlin Kent, Traffic Nancy Jacobson, Design Dale E. Matti, Right -of -Way Diane Langenbach, Area Engineer Bruce Wetherbee, Surveys Tod Sherman, Planning Ann Braden, Metropolitan Council 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 January 24, 2013, 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 Fretham 15th Addition — Planning Case 2013-04 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. OtA v Kare J. Engel tykputyVerk Subscribed and sworn to before me thisU1day of 70��, 2013. AZ�4AAA \ VlAttitAJ KIM T. MEUWMSW Notary Public -Minnesota 1y Commission Expires Jan 31, 2015 Notice of Public Hearing Notice of Public Hearing Chanhassen Planning Commission Meeting Chanhassen Planning Commission Meeting Date & Time: Tuesday, February 5, 2013 at 7:00 P.M. This hearing may not start until later in the evening,depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Proposal: Request for a four -lot single-family subdivision on 2.29 acres of Proposal: roe zoned RSF-Sin le Family Residential Applicant: Curt Fretham Property 6300 Chaska Road Location: 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. at the Meeting: 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 project web page at: www.ci.chanhassen.mn.us/2013-04. If you wish to talk to someone about this project, please contact Robert Generous Questions & by email at bgenerous(d,)ci.chanhassen.mn.us or by phone at Questions & 952-227-1131. If you choose to submit written comments, it is Comments: 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 Stale Statute 519.99 requires all applications to be processed within 60 days unless the applicant i 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 something to be included in the report, please contact the Planning Staff person named on the notification. Date & Time: Tuesday, February 5, 2013 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for a four -lot single-family subdivision on 2.29 acres of Proposal: property zoned RSF-Sin le Family Residential Applicant: Curt Fretham Property 6300 Chaska Road Location: 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 public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 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 project web page at: www.ci.chanhassen.mn.us/2013-04. If you wish to talk to someone about this project, please contact Robert Generous by email at bigenerous(fti.chanhassen.mmus or by phone at Questions & 952-227-1131. If you choose to submit written comments, it is Comments: 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 feel 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 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 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 Plannina Staff person named on the notification. BENJAMIN H & HIDEKO GOWEN BEULAH S BAER BRADD W & JILL L SCHNEIDER 6440 HAZELTINE BLVD 7605 BITTERSWEET DR 2240 SOMMERGATE EXCELSIOR MN 55331-8049 EDEN PRAIRIE MN 55344-5716 EXCELSIOR MN 55331-8800 BRIAN D & KRISTINE V MCMENAMIN BRYAN P & ELIZABETH WUTZKE DAMON M JOHNSON 6393 MELODY LN 14128 S 50TH EAST AVE 6366 MELODY LN EXCELSIOR MN 55331-6405 BIXBY OK 74008-3727 EXCELSIOR MN 55331-6402 DANIEL REICH DAVID L & MARY JO WILLADSEN DEBRA LEIGH THOMASSON- 6378 MELODY LN 2325 MELODY HILL RD C S 6285 EXCELSIOR MN 55331-6402 EXCELSIOR MN 55331-8894 6285 CHASKA RD EXCELSIOR MN 55331-8824 DENNIS L & SHIRLEY M PETERSON FRANK L & GRETA REESE FRANK R & THERESA M AFSON 6269 CHASKA RD 6200 CHASKA RD 6250 CHASKA RD EXCELSIOR MN 55331-8824 EXCELSIOR MN 55331-8823 6250 CH EXCELSIOR MN 55331-8823 GLENN D JOHNSTON JR IND SCHOOL DIST 276 JEFFREY A &CHRISTINA M 6263 CHASKA RD 5621 COUNTY ROAD 101 63 EXCELSIOR MN 55331-8824 MINNETONKA MN 55345-4214 636611 MELODY LN EXCELSIOR MN 55331-6405 JOHN E & JENNY M AULICK JOSEPH GEORGE FISCHER LESLIE A POLTRACK 6257 CHASKA RD 6251 CHASKA RD 164 DOUD DR EXCELSIOR MN 55331-8824 EXCELSIOR MN 55331-8824 LOS ALTOS CA 94022-2369 LYNDA M KUZMA MARINA M CROCKER MARK S & LORENA M FLANNERY 2241 SOMMERGATE 6240 CHASKA RD 2350 MELODY HILL RD EXCELSIOR MN 55331-8800 EXCELSIOR MN 55331-8823 EXCELSIOR MN 55331-8893 MATTHEW ALLAN KLOSKOWSKI MICHAEL C TOBIN MICHAEL D & KARA S TILDEN 6287 CHASKA RD 6377 MELODY LN 6390 MELODY LN EXCELSIOR MN 55331-8824 EXCELSIOR MN 55331-6405 EXCELSIOR MN 55331-6402 MICHELLE M CURTIS MYKE L & LYNN S MILLER NANCY JO PERKINS-BROOKS 2446 64TH ST W 6405 MELODY LN 2448 64TH ST W EXCELSIOR MN 55331-8808 EXCELSIOR MN 55331-6404 EXCELSIOR MN 55331-8808 PAUL J & JUDITH A POITEVENT REALTY INCOME PROPERTIES 3 LL RICHARD D BLISS 2300 MELODY HILL RD 600 LA TERRAZA BLVD 6400 MELODY LN EXCELSIOR MN 55331-8893 ESCONDIDO CA 92025-3873 EXCELSIOR MN 55331-6403 ROBERT E LEE III ROBERT F SOMMER SEV41 LLC 4655 HERITAGE HILLS CIR 6239 CHASKA RD 601 MARQUETTE AVE STE 100 MINNEAPOLIS MN 55437-2855 EXCELSIOR MN 55331-8824 MINNEAPOLIS MN 55402-1707 SPENCER L GOLDSMITH 2231 SOMMERGATE EXCELSIOR MN 55331-8800 THOMAS A & KIMBERLY P GALLOGLY 2230 SOMMERGATE EXCELSIOR MN 55331-8800 GRETA J & FRANK L REESE 6200 CHASKA RD SHOREWOOD MN 55331 STEVEN R & CAROL J GOOD 6245 CHASKA RD EXCELSIOR MN 55331-8824 VIRGINIA A RODE 6275 CHASKA RD EXCELSIOR MN 55331-8824 F R & T M GUSTAFSON 1165 SYMPHONY LANE CHASKA MN 55318 STEVENS INVESTMENTS LLC 6505 FOX HOLLOW CT CHANHASSEN MN 55317-9265 LAKEWEST DEVELOPMENT CO LLC 15400 HIGHWY 7 MINNETONKA MN 55345 I CITY OF MEMORANDUM CHANHASSEN TO: Bob Generous, Senior Planner 7700 Market Boulevard FROM: Todd Hoffman, Park & Recreation Director PO Box 147 exempt from this fee. At today's rate, the payment of $17,400 in park, Fax: 952.227.1170 Chanhassen, MN 55317 DATE: January 16, 2013 Administration SUBJ: Park and Trail Conditions for Frctham 15`h Addition, Phone: 952.227.1100 Four Single -Family Lot Subdivision Fax: 952.227.1110 Minnewashta Park pedestrian underpass. This project is being funded Phone: 952.227.1120 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 The only condition of approval for the Fretham 15th Addition subdivision is Fax: 952.227.1190 payment of park dedication fees at the rate in force at the time of final plat approval. This condition is for three of the four lots, as the existing residence is Engineering Phone: 952.227.1160 exempt from this fee. At today's rate, the payment of $17,400 in park, Fax: 952.227.1170 dedication fees is required. These fees will be deposited in the city's park and trail dedication fund for utilization on future park and trail improvements. Finance Phone: 952.227.1140 Fax: 952.2271110 An example of a recent project that will benefit from the fees collected on this subdivision is the completion of the Highway 41 pedestrian trail and Park & Recreation Minnewashta Park pedestrian underpass. This project is being funded Phone: 952.227.1120 Fax: 952.227.1110 cooperatively with federal, regional and city dollars, including over $650,000 in park dedication dollars. Recreation Center 2310 Coulter Boulevard Phone: 952227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web site www.ci.chanhassen.mn.us Chanhassen is a Community for Life - Providing forTodayand Planning for Tomorrow PLEASE PRINT CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Planning Case No-cgo J —64 - CITY OF CHANHASSEN RECEIVED JAIN u 4 20Ij CHANHASSEN PLANNING DEPT A plicant Name and Address: Property Owner Name and Address: �s Ke wit I0nQY1jMt ,o LIQ CVla�kct orAc^�, �11Yi InN G554'5 Contact:_ ( I TYethbay) Contact: ( YE GL Phone: 35 -- 9alnFax: GS.)- US3- alq� Phone: Sa _60- CFax: Email: (;tM� U6�a� e�S �nI, f UVYI Email: (AJ \xLtn" 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 Sign Permits Sign Plan Review Site Plan Review (SPR)* �tet�'...:,..s� Subdivision` � 60, 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 (City to install and remove) —X- Escrow for Filing Fees/Attomey Cost" - $50 CUP/SPRNACNAR/WAP/Metes & Bounds - $450 Minor SUB KayCr� PeA_V)aM TOTAL FEES 2&0 ."V AA Ckl IA IQ 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%" 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. SCANNED PROJECT NAME: lk mm 154n T I d i bbri LOCATION: LEGAL DESCRIPTION AND PID: L TOTAL ACREAGE: !} - C f WETLANDS PRESENT: YES NO PRESENT ZONING: cc tX �"cclT �v REQUESTED ZONING: T PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: IIODIOb 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 specific 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 mailed 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.SkjC/ hature of Al5plicant Date Signature of Fee Owner Date SCANNED �!!�plmVO�kdevelopmenr review applicalionAm MEMORANDUM TO: Robert Generous FROM: Jerritt Mohn, Building Official DATE: January 8, 2013 SUBJ: Request for a four -lot single-family subdivision on 2.29 acres of property zoned RSF-Single Family Residential and located at 6300 Chaska Road (Lot F, except that part lying west of Highway 41, Bardwell Acres Lake Minnetonka) — Fretham 15'" Addition. Applicant: Curt Fretham, PLANNING CASE: 2013-04 I have reviewed the concept plans for above proposed project and offer the following comments: I . Appropriate permits) required for the demolition or moving of any existing structures. 2. A final grading plan and soils report must be submitted to the Inspections Division before building permits can be issued. 3. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 4. Each lot must be provided with separate sewer and water services. GAPLANM2013 Planning Cases\2013-04 Fretham Subdivision\buildingofficialco=mts.doc Date: January 8, 2013 City of Chanhassen 7700 Market Boulevard P.O. Boz 147 Chanhassen, MN 55317 (952)227-1100 To: Development Plan Referral Agencies From: Planning Department Review Response Deadline: January 25, 2013 By: Robert Generous, Senior Planner 952-227-1131 bgenemusa2 ci.cha„hassen.mn.us Subject: Request for a four -lot single-family subdivision on 2.29 acres of property zoned RSF-Single Family Residential and located at 6300 Chaska Road (Lot F, except that part lying west of Highway 41, Bardwell Acres Lake Minnetonka) — Fretham 15`a Addition. Applicant: Curt Fretham. Planning Case: 2013-04 PID: 25-1100100 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on January 4, 2013. The 60 -day review period ends March 5, 2013. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, stone water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on February 5, 2013 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than January 25, 2013. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official f. Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources -Jack Gleason 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (CenturyLink) 10. Electric Company (Xcel Energy) 11. Mediacom 12. CenterPoint Energy Minnegasco 13. City of Shorewood — Bill Joynes Carver County, MN C« tjesC aPhK Map Scale N inbraeEon SYy (GIS), n 4 a wpm a mb�maean am ma man varlwe Gily,Cw�ty, Slab, aM FeOaral aRxza. Ttw map c not a 1 inch = 424 feet sunreye0 d kgay' lecnpaE map anG a bbMaO b De ueM b a WE comaa�ea coany s not a.Pn w �oamaaoaa Map Date 1/4/2013 S Generous, Bob From: Jorgensen, Rick [Rick. Jorgensen@CenturyLink.com] Sent: Tuesday, January 08, 2013 12:18 PM To: Meuwissen, Kim; Generous, Bob Subject: RE: City of Chanhassen Referral Request for Fretham 15th Addition located at 6300 Chaska Road Robert, Centurylink has no issues or concerns with this project. Regards, Rick Rick Jorgensen Engineer II 2800 Wayzata Blvd. Rm. 300 Mpls, Mn. 55405 0.612-381-5568 F.612-381-5571 Rick.Jorgensen(acenturylink.com �'1►i ` CenturyLink For information on products and Services Click on the following link: htto://gwest.centurylink.com/residential/refer/index.html and enter promotional code: rajorge From: Meuwissen, Kim[maiito:kmeuwissen(alci.chanhassen.mn.us] Sent: Tuesday, January 08, 2013 10:26 AM To: chentges(olco.carver.mn.us: tod.sherman0dot.state.mn.us; schristopher(olminnehahacreek.org; cherie.monson(alCenterPointEnergy.com; cthompson(almediacomcc.com; Biggar, Mark J; Jorgensen, Rick; Karl.r.johnson(alxcelenergv.com; biovnesCcbci.shorewood.mn.us Cc: Generous, Bob; Fauske, Alyson; Hoffman, Todd; Littfin, Mark; Mohn, Jerry; Jeffery, Terry; Sinclair, Jill Subject: City of Chanhassen Referral Request for Fretham 15th Addition located at 6300 Chaska Road City staff and outside referral agencies: A copy of the referral document is attached. Please review the referral documents from the following link: www.ci.chanhassen.mn.us/2013-04 Please respond with comments no later than January 25, 2013 to (replies to this email will automatically be redirected to Robert Generous, Senior Planner): PROJECT NARRATIVE FRETHAM 15TH ADDITION 6300 CHASKA ROAD CHANHASSEN, MINNESOTA Project Description Lakewest Development Co., LLC is proposing to redevelop 6300 Chaska Road, located at the intersection Chaska Road and State Highway 41. The total site area is approximately 2.29 acres. The property is zoned RSF and contains one existing single-family home. Lot Configurations The preliminary plat will create four buildable lots. The existing house will be relocated to lot four to accommodate the new property boundaries. The proposed lots range in size from 21,389 square feet to 32,027 square feet. This proposal meets minimum lot area, lot width and lot depth requirements for RSF Zoning and requires no variances. Utilities and Storm Water Since utilities are already in place the new homes will not create a new burden for the city and its taxpayers. Individual sewer and water lines will be extended to the new lots from the existing public service in the street to further utilize existing infrastructure. Ponding requirements will be met as required for storm water runoff control. Frontage While the property has frontage on both Chaska Road and State Highway 41, all four lots will be accessed from Chaska Road. Environmental Impacts Wetlands exist on the eastern portion of the site. Required buffers and setbacks from wetlands will be adhered to. SCANNED FRETHAM 15TH ADDITION - PLANNING CASE 2013-04 $660.00 Subdivision ($600 + $15 per lot) $200.00 Notification Sign $860.00 TOTAL $860.00 Less Check 1018 from Karen Fretham $0.00 BALANCE SGA;;ueo December 28, 2012 rpt Mr. Curt Fretham CI 1 1 OF Lakewest Development Co., LLC Cuu��uu��rrppp�p 15400 Highway 7 lllilllllL10fd1 Minnetonka, MN 55345 7700 Market Boulevard 4. Provide the lot area tabulations for each lot. Note that areas of wetlands must be PO Box 147 Re: Fretham 15ei Addition — 6300 Chaska Road Chanhassen, MN 55317 Fax: 952.227.1110 Dear Mr. Fretham: Administration Our submittal deadline for the February 5, 2013 Planning Commission is January 4, Phone: 952.2271100 I am in receipt of your application for preliminary plat review for the above - Fax: 952.227.1110 referenced project locate 300 Chaska Road in Chanhassen. Based on our initial Phone: 952.227.1300 review of the plans submt , the application is incomplete and cannot be processed Building Inspections for review. Phone: 952.227.1180 r� Fax: 952.227.1190 The following information must be provided before we can schedule this item for Engineering Planning Commission: Phone: 952227.1160 Fax: 952.227.1170 1. Grading Plan sheet 5 of 8 is incomplete. Grading information for each lot must be provided for review.. Additionally, the proposed pond must be relocated. Please Finance contact Joe Shamla at (952) 227-1165. Tree removal limits shall be shown on the Phone: 952.227.1140 grading plan. Fax:952.227.1110 Park & Recreation 2. Proposed Lot 1 is not a viable lot. City code, Section 18-60 0), requires that a 60 - Phone: 952.227.1120 foot by 60 -foot building pad and 30 -foot wide drive be accommodated on the Fax: 952.2271110 property and meet the required setbacks and site coverage limitations. The Recreation Center proposed building pad does not meet these requirements. 2310 Coulter Boulevard Phone: 952.227.1400 3. Note that double frontage lots are required to have a minimum 10 feet of Fax: 952.227.1404 additional depth. Please revise the lot requirement table of the preliminary plat. Planning & 4. Provide the lot area tabulations for each lot. Note that areas of wetlands must be Natural Resources calculated so that net lot area can be determined. Phone: 952.2271130 Fax: 952.227.1110 Our submittal deadline for the February 5, 2013 Planning Commission is January 4, Public works 2013. If you have any questions or need additional information, please contact me at 7901 Park Place (952) 227-1131 or bgenerousta'�,ci.chanhassen mn.us. Phone: 952.227.1300 Fax: 952.2271310 Respectfully, Senior r� Phone:952227.11 25 Fax:952.2271110 Robert Generous, AICP Web Site Senior Planner www.ci.chanhassen.mn.us ec: Kate Aanenson, Community Development Director Joe Shamla, Project Engineer g:Vlan12013 planning caus\hetham letter 12-29-2012.doc SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow CITY OF December 21, 2012 7700 Market Boulevard Mr. Curt Fretham PC Box 147 15400 Highway 7 Chanhassen. MN 55317 Minnetonka, MN 55345 Administration Re: Pre- "house move" evaluation of an existing house at 6300 Chaska Phone: 952.227.1100 Road, Chanhassen, MN. Fax: 952.227.1110 Building Inspections Phone: 952.2271180 Dear Mr. Fretham: Fax: 952.2271190 20, 2012. The following is a list of items required to bring the home in to Fax: 952.227.1404 Chanhassen City Code Section 17-31 requires that all used buildings moved Engineering into or within the city be in compliance with the Minnesota State Building Phone: 952.227.1160 Code and be well maintained and in good state of repair. Fax: 952.227.1170 the move. Finance Minnesota State Building Code (Ref. 1300.0220, Subp. 4) requires: Phone: 952.227.1140 `Buildings or structures moved into or within a jurisdiction shall comply with Fax: 952.2271110 the provisions of the code for new buildings or structures. 7901 Park Place Exception: A residential building relocated within or into a Park & Recreation municipality need not comply with the Minnesota Energy Code or Phone: 952.227.1120 Minnesota Statutes, section 326.371." (essentially, MN Statute Fax: 952.2271110 326.371 bans the use of lead based solder in plumbing systems.) Recreation Center 2310 Coulter Boulevard At your request, Inspections -Division staff evaluated this home on December Phone: 9522271400 20, 2012. The following is a list of items required to bring the home in to Fax: 952.227.1404 compliance with current Code (please be aware, other issues "not readily observable" may also require correction). These items must be incorporated Planning & Natural Resourcesbuilding, plumbing and HVAC permits that will be required as part of Phone: 952.227.1130 the move. Fax 952.227.1110 1) 5" Contrasting house numbers required. 2) Sill plate material must be treated or of natural resistance to decay. Public works 3) Plumbing fixtures (e.g. 1.6 gallon flush water closets), valves and 7901 Park Place faucets (e.g. anti -scald shower controls), exposed supply, waste and Phone: 952.2271300 vent pipes must meet current code. Plumbing alterations\corrections Fax: 952.227.1310 must be by a licensed plumber. Senior Center 4) Existing electrical system within the building must be evaluated and Phone: 952.2271125 approved by state electrical inspector. Fax: 952.2271110 5) Weather resistive barrier required under exterior wall cladding, any deteriorated exterior wall cladding must be repaired/replaced. Web Site wvww.ci.chanhasse n. mn. us SCANNED 6) House and garage "hand -framed" roof structure appears to be "over - span". (e.g. house is 26' wide — minimum rafter size to be 2"X10" dimensional lumber at 24" on center). Correction will be required. 7) Basement and sleeping rooms must have egress windows in compliance with current code (minimum clear opening: 20" wide, 24" high, 5.7 sq. ft., maximum 44" above the floor). 8) All windows must function and be weather tight. 9) All stairways (new or existing) must meet current code requirements: minimum 36" wide, maximum rise- 73/4", minimum tread- 10" with approved handrail 34"-38" above the nose of the treads. 10) Garage/house separation protection required per current code (min. '/2" drywall on garage side of all common walls), any penetrations must be sealed; 20 minute or solid wood door required. 11) Any new construction, remodeling, additions, alterations must comply with current code. 12) Building permits are required; submit required plans, surveys and other documentation. Planning and Engineering approvals of plans and surveys required (requirements are the same as new construction). Dwelling Condition: The home (built in approximately the mid 60's) has been generally well maintained (relatively recent re -roof, furnace, water - heater) with normal weathering and wear of siding, windows, etc. -ial CC: Robert Generous, Senior Planner Property File: 6300 Chaska Road gImfery/jm/2012 ]ettets/6300 Chaska Rd house move.dm -A" (Top 3 inches reserved for recording data) TRUSTEE'S DEED Minnesota Uniform Conveyancing Blanks by Individual Trustee _ _ Form 10.4.1 (2011) DEED TAX DUE: $ ' s - SC DATE: FOR VALUABLE CONSIDERATION, GEORGIA J. WRIGHT (mseR name oleacfr Trustee) as Trustee of THE BEULAH S. BAER REVOCABLE TRUST AGREEMENT DATED MAY 5, (Imed nave of That) ("Grantor"), hereby conveys and quitclaims to CHASKA ROAD, LLC (kWn of each Grantee) ("Grantee"), real property in CARVER SEE ATTACHED EXHIBIT "A" County, Minnesota, legally described as follows: Check here if all or part of the described real property is Registered (Torrens) O together with all hereditaments and appurtenances belonging thereto. Check applicable box ❑ The Seller certifies that the Seller does not know of any wells on Mire described real property. V A well disclosure certificate accompanies this document or has been electronically filed. (If electronically filed. insert WDC number: ) ❑ 1 am familiar with the property described in this instrument and I certify that the status and number of wells on the described real property have not changed since the last previously filed well disclosure certificate. Grantor (s*ase of Tnut GE GA GIA J. WRI G lqT (signature of Pace 1 01 L cin,..... .. 2 of 2 Minnesota Uniform Conveyancing Blanks Fonn 10.4.1 State of Minnesota, County of &A I t Tye' This instrument was acknowledged before me on l 1`i.1 Vin' 11 A"r If1 28C , by GEORGIA J. WRIGHT (mmfftlday1yea7 freed name of each Trvstee) as Trustee of THE BEULAH S. BAER REVOCABLE TRUST AGREEMENT DATED MAY 5. 2008 (insert name ofTwo (StaiN09CHEl LYNN GAGNER 5 E Notary Public State Minnesota s My Commission Expires January 31, 2013 THIS INSTRUMENT WAS DRAFTED BY: TAX STATEMENTS FOR THE REAL PROPERTY DESCRIBED IN THIS (maertnameardeddress) INSTRUMENT SHOULD BE SENT TO: (msertlegal name ami resNeriGa'arbusiness adbess d 6ran2e) EDINA REALTY TITLE, INC. 6800 FRANCE AVE S, #410 EDINA, MN 55435 t L_/N,.. K- F_= W F -E !E�5-T DEVELOPMENT CO.. LLC January 3, 2013 Mr. Robert Generous, AICP City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Re: Fretham 15th Addition - 6300 Chaska Road Dear Mr. Generous, CITY OF CHANHASSEN RECEIVED JAN U 4 2013 CHANHASSEN PLANNING DEPT We are in receipt of your letter dated December 28, 2012 in regards to our project located at 6300 Chaska Road. Your letter states our application is considered incomplete. Please see the attached plan set addressing your concerns of the following items: 1. The revised grading plan sheet 5 of 8 contains the requested grading information for each lot. Our engineer spoke with Joe Shamla regarding the pond location and the current location has been approved by Joe. Tree removal limits have been added to the grading plan. 2. This items states that lot 1 is not a viable lot and refers to section 18-60 0) of the city code: "Proposed house sizes shall be shown on the subdivision plan and shall be designed to accommodate residents' future house expansion (e.g., porches) and accessory structures (e.g., decks and patios) as well as the driveway and sidewalks to building entrances. If house plans are not known, then a 60 foot by 60 foot building pad and a 30 -foot wide access driveway shall be used. The maximum permitted impervious surface shall be calculated for each lot and the permitted houses and structures shall be limited to those sizes." We meet the above-mentioned section of the code as our proposed house is shown on the subdivision plan; the plans are attached for your review. This section of code states you only need the 60' x 60' building pad if the house plans are not known. 3. Seepage 3 of 8 for the updated lot requirement table. 4. See page 3 of 8 for the lot area tabulation. SCANNED 15400 Highway 7, #400 • Minnetonka, MN 55345 • Phone: 952-930-3000 • Fax: 952-653-2198 We hope you are in agreement that we have addressed all of the concerns in your letter and that our application is now considered complete. We look forward to seeing you at the February 5, 2013 Planning Commission Meeting. Sincerely, L Curt Fretham� Attached: Update Preliminary Plan Set House Plans for Lot 1 Your Letter Dated December 28, 2012 SCANNED CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 01/04/2013 1:52 PM Receipt No. 00207979 CLERK: AshleyM PAYEE: Karen Fretham 15400 Highway 7 Ste 400 Minnetonka MN 55345- Fretham 15th Addition Planning Case 2013-04 ------------------------------------------------------- Use & Variance 660.00 Notification Sign 200.00 Total Cash Check 1018 Change 860.00 0.00 860.00 0.00 VN3aVSVd R k� : \\ INI If h3 ] $ k' §|gNHI � §� %•§§ %|§ k § \ \ |� & ME |!*;K+ § b� / \e ^ Is URNI »! |1 ) '. lil ) INI If h3 ] $ k' §|gNHI � §� %•§§ %|§ k § \ \ Sm�VN30VSVd s �o %i `F lit y g @@€Y }9 £S B @�F ¢ ®g • E Wall ! 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NWL=987.0, HWL=988.04 Water Quality Existing (woods) = 0.106 Ib/yr/ac h"p'l/,..ou.state.mn.us/'index.phptview-document.html?gid--3985 Area- 2.29 acres 0.24 Ib/yr Proposed TP Load from P8 0.20 Ib/yr (from P8) SCANNED 1S- 10S To T�asin II 6S ) To Hyy 41 4P 7P North Wetland �� ;,Ih Wciland 9P and Hwy 41 ditCil \ \\27. Hwy 41 d�lc� 3R \L7 5R Ex sting Subca [RZ� on Link Proposed Runoff Analysis with Pond Type 1124 -hr 1 -inch Rainfall=1.00" Prepared by Campion Engineering Services, Inc. Printed 12/19/2012 HydroCAD© 9.10 s/n 06767 02010 HydroCAD Software Solutions LLC Page 2 Summary for Subcatchment 1S: To Hwy 41 Runoff = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR -20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24 -hr 1 -inch Rainf2ll=1.00" Area (ac) CN Description 0.330 58 Woods/grass comb. Good HSG B 0.330 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (fuft) (fusec) (cfs) 10.7 100 0.0500 0.16 Sheet Flow, Grass: Dense n= 0.240 P2= 2.75' Summary for Subcatchment 2S: To North Wetland Runoff = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR -20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24 -hr 1 -inch Rainfall=1.00" Area (ac) CN Descriotion 0.200 98 Unconnected roofs, HSG B 1.760 55 Woods, Good, HSG B 1.960 59 Weighted Average, UI Adjusted CN = 57 1.760 89.80% Pervious Area 0.200 10.20% Impervious Area 0.200 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ff/ft) (ft/sec) (cfs) 15.4 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.75' 2.1 200 0.1000 1.58 Shallow Concentrated Flow, 17.5 300 Total Summary for Subcatchment 6S: To North Wetland Runoff = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR -20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type 11 24 -hr 1 -inch Rainfall=1.00" Runoff Analysis with Pond Type ll 24 -hr 1 -inch Rainfall=1.00" Prepared by Campion Engineering Services, Inc. Printed 12/19/2012 Hydro Do 9.10 Cal 06767 @ 2010 HydroCAD Software Solutions LLC Page 3 Area (ac) CN DesCriptlon 0.190 98 Unconnected roofs, HSG B 0.860 58 Woods/grass comb.,Good HSGi B 1.050 65 Weighted Average, UI Adjusted CN = 62 0.860 81.90% Pervious Area 0.190 18.10% Impervious Area 0.190 100.00% Unconnected Tc Length Slope Velocity Capacity Description -1 11 15.4 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.75" 6.7 450 0.0500 1.12 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 22.1 550 Total Summary for Subcatchment 8S: To Hwy 41 Runoff = 0.00 cis @ 5.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR -20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24 -hr 1 -inch Rainfall=1.00" Area (ac) CN Description 0.230 61 >75% Grass cover, Good, HSG B 0.020 98 Unconnected roofs, HSG B 0.250 64 Weighted Average, UI Adjusted CN = 62 0.230 92.00% Pervious Area 0.020 8.00% Impervious Area 0.020 100.00% Unconnected Tc Length Slope lin) (feet) (ft/ft) 9.4 85 0.0500 Velocity Capacity Description 0.15 Sheet Flow, Grass: Dense n= 0.240 P2= 2.75' Summary for Subcatchment 10S: To Basin Runoff = 0.00 cfs @ 5.00 hrs, Volume= 0.000 at, Depth= 0.00 - Runoff by SCS TR -20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24 -hr 14nch Rainfall=1.00" Area ac) CN Description 0.130 98 Unconnected pavement, HSG B 0.870_ 58 Woods/grass comb.,Good HSG B 1.000 63 Weighted Average, UI Adjusted CN = 61 0.870 87.00% Pervious Area 0.130 13.001/6 Impervious Area 0.130 100.00% Unconnected Runoff Analysis with Pond Type// 24 -hr 1 -inch Rainfall=1.00" Prepared by Campion Engineering Services, Inc. Printed 12119/2012 HydroCAD0910 s!n 06767 02010 HydroCAD Software Solutions LLC Page 4 Tc Length Slope Velocity Capacity Description (min) (feet) (tuft) (ftfsec) (cis) 15.4 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.75" 1.4 150 0.1300 1.80 Shallow Concentrated Flow, Woodland Kv-- 5.0 fps 16.8 250 Total Summary for Reach 3R: Existing Inflow Area = 2.290 ac, 8.73% Impervious, Inflow Depth = 0.00" for 1 -inch event Inflow = 0.00 ds @ 5.00 hrs, Volume= 0.000 of Outflow = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Summary for Reach 5R: Proposed Inflow Area = 2.300 ac, 14.78% Impervious, Inflow Depth = 0.00" for 14nch event Inflow = 0.00 cis @ 5.00 hrs, Volume= 0.000 of Outflow = 0.00 cis @ 5.00 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Summary for Pond 4P: Hwy 41 ditch Inflow Area = 0.330 ac, 0.00% Impervious, Inflow Depth= 0.00" for 1 -inch event Inflow = 0.00 cis @ 5.00 hrs, Volume= 0.000 of Outflow = 0.00 cis @ 5.00 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min Primary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 1,004.00'@ 5.00 hrs Surf.Area= 1 sf Storage= 0 d Plug -Flow detention time= (not calculated: initial storage excedes outflow) Center -of -Mass det. time= (not calculated: no inflow) Volume Invert Avail Storage Storage Description #1 1,004.00' 17,387 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 1,004.00 1 0 0 1,006.00 1,189 1,190 1,190 1,008.00 3,843 5,032 6,222 1,010.00 7,322 11,165 17,387 Device Routing Invert Outlet Devices #1 Primary 1,004.20' 12.0" Round Culvert Runoff Analysis with Pond Type 1124 -hr 1 -inch Rainfall=1.00" Prepared by Campion Engineering Services, Inc. Printed 12/19/2012 HydroCADO 9.10 s/n 06767 02010 HydroCAD Software Solutions LLC Page 5 L= 31.0' RCP, end -section conforming to fill, Ke= 0.500 Inlet/ Outlet Invert= 1,004.20'/ 1,003.40' S=0.0258/' Cc= 0.900 n= 0.012 Primary OutFlow Max=0.00 cls @ 5.00 hrs HW=1,004.00' (Free Discharge) t-1=Culvert ( Controls 0.00 cfs) Inflow Area = 1.000 ac, Inflow = 0.00 cfs @ Outflow = 0.00 cfs @ Primary = 0.00 cfs @ Summary for Pond 7P: Pond 13.00% Impervious, Inflow Depth = 0.00" 5.00 hrs, Volume= 0.000 of 5.00 hrs, Volume= 0.000 af, 5.00 hrs, Volume= 0.000 of for 1 -inch event Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Starting Elev= 987.00' Surf.Area= 0.034 ac Storage= 0.031 of Peak Elev= 987.00' @ 5.00 hrs Surf.Area= 0.034 ac Storage= 0.031 of Plug -Flow detention time= (not calculated: initial storage excedes outflow) Center -of -Mass det. time= (not calculated: no inflow) Volume Invert Avail.Storage Storage Description #1 984.00' 0.094 of Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store _ (feet) (acres) (acre-feet) (acre-feet) 984.00 0.001 0.000 0.000 986.00 0.008 0.010 0.010 987.00 0.034 0.021 0.031 988.00 0.045 0.040 0.070 988.50 0.051 0.024 0.094 Device Routing Invert Outlet Devices #1 Primary 987.00' 12.0" Round Culvert L= 20.0' RCP, square edge headwall, Ke= 0.500 Inlet/ Outlet Invert= 987.00'1986-00' S=0.0500'/' Cc= 0.900 n= 0.012 #2 Device 1 987.00' 6.0" Vert. Orifice/Grate C=0.600 Z7Primary OutFlow Max=0.00 cfs @ 5.00 hrs HW=987.00' (Free Discharge) =Culvert ( Controls 0.00 cfs) t-2=Orifice/Grate ( Controls 0.00 cfs) Inflow Area = 0.250 ac, Inflow = 0.00 cfs @ Outflow = 0.00 cfs @ Primary = 0.00 cfs @ Summary for Pond 9P: Hwy 41 ditch 8.00% Impervious, Inflow Depth = 0.00" 5.00 hrs, Volume= 0.000 of 5.00 hrs, Volume= 0.000 af, 5.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs for 1 -inch event Atten= 0%, Lag= 0.0 min Runoff Analysis with Pond Type 11 24-hr 1-inch Rainfall=1.00" Prepared by Campion Engineering Services, Inc. Printed 12/19/2012 HydroCAD® 9.10 s/n 06767 @2010 HvdroCAD Software Solutions LLC Page 6 Peak Elev= 1,004.00' @ 5.00 hrs Surf.Area= 1 sf Storage= 0 of Plug-Flow detention time= (not calculated: initial storage excedes outflow) Center-of-Mass det. time= (not calculated: no inflow) Volume Invert Avail Storage Storage Description #1 1,004.00' 17,387 of Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store _(feet) (sq-ft) (cubic-feet) (cubic-feet) 1,004.00 1 0 0 1,006.00 1,189 1,190 1,190 1,008.00 3,843 5,032 6,222 1,010.00 7,322 11,165 17,387 Device Routing Invert Outlet Devices #1 Primary 1,004.20' 12.0" Round Culvert L= 31.0' RCP, end-section conforming to fill, Ke= 0.500 Inlet / Outlet Invert= 1,004.20'/ 1,003.40' S= 0.0258T Cc= 0.900 n= 0.012 Primary OutFlow Max=0.00 cfs @ 5.00 hrs HW=1,004.00' (Free Discharge) Z1=Culvert ( Controls 0.00 cfs) Runoff Analysis with Pond Type H 24 -hr 2 -year Rainfalf=2.75" Inc. Printed 12/19/2012 (ware Solutions LLC Paae 7 Summary for Subcatchment 1S: To Hwy 41 Runoff = 0.04 cfs @ 12.09 hrs, Volume= - 0.004 af, Depth> 0.16" Runoff by SCS TR -20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24 -hr 2 -year Rainfall=2.75" Area (ac) CN Description 0.330 58 Woods/grass comb., Good, HSG B 0.330 100.00% Pervious Area Tc Length Slope Velocity Capacity Description _(min) (feet) (itfft) (ftfsec) (cfs) 10.7 100 0.0500 0.16 Sheet Flow, Grass: Dense n= 0.240 P2= 2.75' Summary for Subcatchment 2S: To North Wetland Runoff = 0.11 cfs @ 12.22 hrs, Volume= 0.023 af, Depth> 0.14" Runoff by SCS TR -20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24 -hr 2 -year Rainfall=2.75" Area (ac) CN Description 0.200 98 Unconnected roofs, HSG B 1.760 55 Woods Good, HSG B 1.960 59 Weighted Average, UI Adjusted CN = 57 1.760 89.80% Pervious Area 0.200 10.20% Impervious Area 0.200 100.00% Unconnected Tc Length Slope Velocity Capacity Description _(min) (feet) (fifft) (ft/sec) (cfs) 15.4 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.75" 2.1 200 0.1000 1.58 Shallow Concentrated Flow, Woodland Kv=5.Ofos 17.5 300 Total Summary for Subcatchment 6S: To North Wetland Runoff = 0.18 ds @ 12.23 hrs, Volume= 0.022 af, Depth> 0.25" Runoff by SCS TR -20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type 11 24 -hr 2 -year Rainfall=2.75' Runoff Analysis with Pond Type // 24 -hr 2 -year Rainfall=2.75" Prepared by Campion Engineering Services, Inc. Printed 12/19/2012 HydroCAD® 9.10 s/n 06767 @ 2010 HydroCAD Software Solutions LLC Page 8 Area (ac) CN Descriotion 0.190 98 Unconnected roofs, HSG B 0.860 58 Woods/grass comb. Good HSG -13 1.050 65 Weighted Average, UI Adjusted CN = 62 0.860 81.90% Pervious Area 0.190 18.10% Impervious Area 0.190 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.4 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.75" 6.7 450 0.0500 1.12 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 22.1 550 Total Summary for Subcatchment 8S: To Hwy 41 Runoff = 0.07 cfs @ 12.05 hrs, Volume= 0.005 af, Depth> 0.26" Runoff by SCS TR -20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type 1124 -hr 2 -year Rainfall=2.75" Area (ac) CN Descriotion 0.230 61 >75% Grass cover, Good, HSG B 0.020 98 Unconnected roofs, HSG B 0.250 64 Weighted Average, UI Adjusted CN = 62 0.230 92.00°% Pervious Area 0.020 8.000% Impervious Area 0.020 100.000/6 Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 9.4 85 0.0500 0.15 Sheet Flow, Grass: Dense n= 0.240 P2= 2.75" Summary for Subcatchment 10S: To Basin Runoff = 0.17 cfs @ 12.16 hrs, Volume= 0.019 af, Depth> 0.23" Runoff by SCS TR -20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24 -hr 2 -year Rainfall=2.75" Area NO CN Descriotion 0.130 98 Unconnected pavement, HSG B 0.870 58 Woods/grass comb., Good, HSG B 1.000 63 Weighted Average, UI Adjusted CN = 61 0.870 87.00% Pervious Area 0.130 13.00°% Impervious Area 0.130 100.00% Unconnected Runoff Analysis with Pond Type Il 24 -hr 2 -year Rainfall=2.75" Prepared by Campion Engineering Services, Inc. Printed 12119/2012 HydroCAD®9 10 sin 06767 @ 2010 HydroCAD Software Solutions LLC Page 9 Tc Length Slope Velocity Capacity Description min (feet) (fVft) (ft/sec) (cfs) 15.4 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.75" 1.4 150 0.1300 1.80 Shallow Concentrated Flow, Woodland Kv= 5.0 fos 16.8 250 Total Summary for Reach 3R: Existing Inflow Area = 2.290 ac, 8.73% Impervious, Inflow Depth > 0.14" for 2 -year event Inflow = 0.13 cfs @ 12.23 hrs, Volume= 0.027 of Outflow = 0.13 cfs @ 12.23 hrs, Volume= 0.027 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Summary for Reach 511: Proposed Inflow Area = 2.300 ac, 14.78% Impervious, Inflow Depth > 0.23" for 2 -year event Inflow = 0.24 cfs @ 12.23 hrs, Volume= 0.044 of Outflow = 0.24 cfs @ 12.23 hrs, Volume= 0.044 at, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Summary for Pond 4P: Hwy 41 ditch Inflow Area = 0.330 ac, 0.00% Impervious, Inflow Depth > 0.16" for 2 -year event Inflow = 0.04 cfs @ 12.09 hrs, Volume= 0.004 of Outflow = 0.02 cfs @ 12.28 hrs, Volume= 0.004 af, Atten= 44%, Lag= 11.1 min Primary = 0.02 cfs @ 12.28 hrs, Volume= 0.004 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 1,004.26'@ 12.28 hrs Surf.Area= 156 sf Storage= 20 cf Plug -Flow detention time= 40.4 min calculated for 0.004 of (92% of inflow) Center -of -Mass det. time= 17.9 min ( 904.0 - 886.1 ) Volume Invert Avail.Storape Storage Description #1 1,004.00' 17,387d Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (SCI -ft) (cubic -feet) (cubic -feet) 1,004.00 1 0 0 1,006.00 1,189 1,190 1,190 1,008.00 3,843 5,032 6,222 1,010.00 7,322 11,165 17,387 Device Routing Invert Outlet Devices #1 Primary 1,004.20' 12.0" Round Culvert Runoff Analysis with Pond Type 1124 -hr 2 -year Rainfall=2.75" Prepared by Campion Engineering Services, Inc. Printed 12/19/2012 HydroCADO 910 sin 06767 @2010 HydroCAD Software Solutions LLC Page 10 L= 31.0' RCP, end -section conforming to fill, Ke= 0.500 Inlet I Outlet Invert= 1,004.20'/ 1,003.40' S= 0.02587 Cc= 0.900 n= 0.012 Primary Outflow Max=0.02 cfs @ 12.28 hrs HW=1,004.26' (Free Discharge) t-1=Culvert (Inlet Controls 0.02 cfs @ 0.83 fps) Summary for Pond 7P: Pond Inflow Area = 1.000 ac, 13.00% Impervious, Inflow Depth > 0.23" for 2 -year event Inflow = 0.17 cfs @ 12.16 hrs, Volume= 0.019 of Outflow = 0.05 cfs @ 12.80 hrs, Volume= 0.017 af, Atten= 71 %, Lag= 38.6 min Primary = 0.05 cfs @ 12.80 hrs, Volume= 0.017 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Starting Elev= 987.00' Surf.Area= 0.034 ac Storage= 0.031 of Peak Elev= 987.13' @ 12.80 hrs Surf.Area= 0.036 ac Storage= 0.035 of (0.005 of above start) Plug -Flow detention time= (not calculated: initial storage excedes outflow) Center -of -Mass det. time= 43.0 min ( 914.2 - 871.2 ) Volume Invert Avail Storage Storage Description #1 984.00' 0.094 of Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 984.00 0.001 0.000 0.000 986.00 0.008 0.010 0.010 987.00 0.034 0.021 0.031 988.00 0.045 0.040 0.070 988.50 0.051 0.024 0.094 Device Routing Invert Outlet Devices #1 Primary 987.00' 12.0" Round Culvert L= 20.0' RCP, square edge headwall, Ke= 0.500 Inlet/ Outlet Invert= 987.00'1986.00- S= 0.0500'f Cc= 0.900 n= 0.012 #2 Device 1 987.00' 6.0" Vert. OrificelGrate C= 0.600 Primary OutFlow Max=0.05 cfs @ 12.80 hrs HW=987.13' (Free Discharge) t-1=Culvert (Passes 0.05 cfs of 0.07 cfs potential flow) L2=Orifice/Grate (Orifice Controls 0.05 cfs @ 1.22 fps) Summary for Pond 9P: Hwy 41 ditch Inflow Area = 0.250 ac, 8.00% Impervious, Inflow Depth > 0.26" for 2 -year event Inflow = 0.07 cfs @ 12.05 hrs, Volume= 0.005 of Outflow = 0.05 cfs @ 12.14 hrs, Volume= 0.005 af, Atten= 34%, Lag= 5.5 min Primary = 0.05 cfs @ 12.14 hrs, Volume= 0.005 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Runoff Analysis with Pond Type 1124 -hr 2 -year Rainfall=2.75" Prepared by Campion Engineering Services, Inc. Printed 12/19/2012 HydroCAD® 9,10 s/n 06767 @ 2010 HVdroCAD Software Solutions LLC Page 11 Peak Elev= 1,004.30'@ 12.14 hrs Surf.Area= 182 sf Storage= 28 cf Plug -Flow detention time= 34.3 min calculated for 0.005 of (94% of inflow) Center -of -Mass det. time= 14.3 min ( 875.2 - 861.0 ) Volume Invert Avail.Storage Storage Description #1 1,004.00' 17,387 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -K) (cubic -feet) (cubic -feet) 1,004.00 1 0 0 1,006.00 1,189 1,190 1,190 1,008.00 3,843 5,032 6,222 1,010.00 7,322 11,165 17,387 Device Routing Invert Outlet Devices #1 Primary 1,004.20' 12.0" Round Culvert L= 31.0' RCP, end -section conforming to fill, Ke= 0.500 Inlet/ Outlet Invert= 1,004.20'/ 1,003.40' S= 0.0258'P Cc= 0.900 n= 0.012 Primary OutFlow Max=0.05 cfs @ 12.14 hrs HW=1,004.30' (Free Discharge) t1=Culvert (Inlet Controls 0.05 cfs @ 1.10 fps) Runoff Analysis with Pond Type// 24 -hr 10 -year Rainfall=4.15" Prepared by Campion Engineering Services, Inc. Printed 12/19/2012 HydroCAD@ 9.10 s/n 06767 @2010 HydroCAD Software Solutions LLC Page 12 Summary for Subcatchment 1S: To Hwy 41 Runoff = 0.30 cfs @ 12.05 hrs, Volume= - 0.018 af, Depth> 0.64" Runoff by SCS TR -20 method, UH=SCS, Time Span= 5A0-20.00 hrs, dt= 0.05 hrs Type II 24 -hr 10 -year Rainfall=4.15" Area (ac) CN Description 0.330 58 Woods/grass comb., Good, HSG B 0.330 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (f (sec) (cfs) 10.7 100 0.0500 0.16 Sheet Flow, Grass: Dense n= 0.240 P2= 2.75" Summary for Subcatchment 2S: To North Wetland Runoff = 1.20 cfs @ 12.14 hrs, Volume= 0.097 af, Depth> 0.59" Runoff by SCS TR -20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type 1124 -hr 10 -year Rainfall=4.15" Area (ac) CN Description 0.200 98 Unconnected roofs, HSG B 1.760 55 Woods, Good HSG B 1.960 59 Weighted Average, UI Adjusted CN = 57 1.760 89.80% Pervious Area 0.200 10.201/o Impervious Area 0.200 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.4 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.75" 2.1 200 0.1000 1.58 Shallow Concentrated Flow, Woodland Kv=.5.Ofps 17.5 300 Total Summary for Subcatchment 6S: To North Wetland Runoff = 0.88 cfs @ 12.18 hrs, Volume= 0.073 af, Depth> 0.83" Runoff by SCS TR -20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type 11 24 -hr 10 -year Rainfall=4.15" Runoff Analysis with Pond Type fl 24 -hr 10 -year Rainfall --4.15" Prepared by Campion Engineering Services, Inc. Printed 12119/2012 Hvdmr.Arvs 0 1!1 Area (ac) CN Description 0.190 98 Unconnected roofs, HSG B 0.860 58 Woodslgrass comb. Good HSG -B 1.050 65 Weighted Average, UI Adjusted CN = 62 0.860 81.90% Pervious Area - 0.190 18.10% Impervious Area 0.190 100.00% Unconnected Tc Length Slope Velocity Capacity Description 15.4 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.75' 6.7 450 0.0500 1.12 Shallow Concentrated Flow, Woodland Kv= 5.0 fns 22.1 550 Total Summary for Subcatchment 8S: To Hwy 41 Runoff = 0.33 cfs @ 12.03 hrs, Volume= 0.017 af, Depth> 0.84" Runoff by SCS TR -20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24 -hr 10 -year Rainfall=4.15" Area (ac) CN Description 0.230 61 >75% Grass cover, Good, HSG B 0.020 98 Unconnected roofs, HSG B 0.250 64 Weighted Average, UI Adjusted CN = 62 0.230 92.00% Pervious Area 0.020 8.00% Impervious Area 0.020 100.00% Unconnected Tc Length Slope lin) (feet) (Riff) 9.4 85 0.0500 Description 0.15 Sheet Flow, Grass: Dense n= 0.240 P2= 2.75" Summary for Subcatchment 10S: To Basin Runoff = 0.92 ds @ 12.12 hrs, Volume= 0.065 at, Depth> 0.78" Runoff by SCS TR -20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24 -hr 10 -year Rainfall=4.15" Area (ac) CN Descriotion 0.130 98 Unconnected pavement, HSG B 0.870 58 Woodsiorass comb Good HSG B 1.000 63 Weighted Average, UI Adjusted CN = 61 0.870 87.00% Pervious Area 0.130 13.00% Impervious Area 0.130 100.00% Unconnected Runoff Analysis with Pond Type 1124 -hr 10 -year Rainfall=4.15" Prepared by Campion Engineering Services, Inc. Printed 12/19/2012 H droCADO 9 10 stnO6767 @2010 Hydro CAD Software Solutions LLC Page_14 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) - 15.4 100 0.0200 0.11 Sheet Flow, _ Grass: Dense n= 0.240 P2= 2.75" 1.4 150 0.1300 1.80 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 16.8 250 Total Summary for Reach 3R: Existing Inflow Area = 2.290 ac, 8.73% Impervious, Inflow Depth > 0.60" for 10 -year event Inflow = 1.45 cfs @ 12.12 hrs, Volume= 0.114 of Outflow = 1.45 cfs @ 12.12 hrs, Volume= 0.114 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Summary for Reach 5R: Proposed Inflow Area = 2.300 ac, 14.78% Impervious, Inflow Depth > 0.79" for 10 -year event Inflow = 1.37 cfs @ 12.19 hrs, Volume= 0.151 of Outflow = 1.37 cfs @ 12.19 hrs, Volume= 0.151 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Summary for Pond 4P: Hwy 41 ditch Inflow Area = 0.330 ac, 0.00% Impervious, Inflow Depth > 0.64" for 10 -year event Inflow = 0.30 cfs @ 12.05 hrs, Volume= 0.018 of Outflow = 0.27 cfs @ 12.09 hrs, Volume= 0.017 af, Atten= 9%, Lag= 2.5 min Primary = 0.27 cfs @ 12.09 hrs, Volume= 0.017 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 1,004.45' @ 12.09 hrs Surf.Area= 270 sf Storage= 62 cf Plug -Flow detention time= 13.5 min calculated for 0.017 of (97% of inflow) Center -of -Mass det. time= 5.5 min ( 844.0 - 838.6 ) Volume Invert Avail Storage Storage Description #1 1,004.00' 17,387 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 1,004.00 1 0 0 1,006.00 1,189 1,190 1,190 1,008.00 3,843 5,032 6,222 1,010.00 7,322 11,165 17,387 Device Routing Invert Outlet Devices #1 Primary 1,004.20'__U.0" Round Culvert Runoff Analysis with Pond Type// 24 -hr 10 -year Rainfall=4.15" Prepared by Campion Engineering Services, Inc. Printed 12/19/2012 HydroCAD® 9.10 sin 06767 © 2010 HydroCAD Software Solutions LLC Page 15 L= 31.0' RCP, end -section conforming to fill, Ke= 0.500 Inlet/ Outlet Invert=1,004.20' / 1,003.40' S= 0.0258'r Cc= 0.900 n= 0.012 Primary OutFlow Max=0.26 cis @ 12.09 hrs HW=1,004:45' -(Free Discharge) 1-11 =Culvert (Inlet Controls 0.26 cis @ 1.71 fps) Summary for Pond 7P: Pond Inflow Area = 1.000 ac, 13.00% Impervious, Inflow Depth > 0.78" for 10 -year event Inflow = 0.92 cis @ 12.12 hrs, Volume= 0.065 of Outflow = 0.41 ds @ 12.35 hrs, Volume= 0.062 af, Atten= 56%, Lag= 13.9 min Primary = 0.41 ds @ 12.35 hrs, Volume= 0.062 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Starting Elev= 987.00' Surf.Area= 0.034 ac Storage= 0.031 of Peak Elev= 987.43'@ 12.35 hrs Surf.Area= 0.039 ac Storage= 0.047 of (0.016 of above start) Plug -Flow detention time= 229.2 min calculated for 0.031 of (47% of inflow) Center -of -Mass det. time= 25.7 min ( 860.0 - 834.3 ) Volume Invert Avail.Storage Storage Description #1 984.00' 0.094 of Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf -Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 984.00 0.001 0.000 0.000 986.00 0.008 0.010 0.010 987.00 0.034 0.021 0.031 988.00 0.045 0.040 0.070 988.50 0.051 0.024 0.094 _Device Routing Invert Outlet Devices #1 Primary 987.00' 12.0" Round Culvert L= 20.0' RCP, square edge headwall, Ke= 0.500 Inlet/ Outlet Invert= 987.00'/986.00' S=0.05007 Cc= 0.900 n= 0.012 #2 Device 1 987.00' 6.0" Vert_ Orifice/Grate C=0.600 Primary Outflow Max=0.41 cis @ 12.35 hrs HW=987.43' (Free Discharge) ttCulvert (Passes 0.41 cis of 0.73 cis potential flow) 2=06fice/Grate (Orifice Controls 0.41 cis @ 2.24 fps) Inflow Area = 0.250 ac, Inflow = 0.33 cis @ Outflow = 0.31 ds @ Primary = 0.31 cis @ Summary for Pond 9P: Hwy 41 ditch 8.00% Impervious, Inflow Depth > 0.84" 12.03 hrs, Volume= 0.017 of 12.06 hrs, Volume= 0.017 af, 12.06 hrs, Volume= 0.017 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs for 10 -year event Atten= 7%, Lag= 2.2 min Runoff Analysis with Pond Type// 24-hr 10-year Rainfall=4.15" Prepared by Campion Engineering Services, Inc. Printed 12/19/2012 HydroCAD®9 10 s/n 06767 @2010 HydroCAD Software Solutions LLC Page 16 Peak Elev= 1,004.47' @ 12.06 hrs Surf.Area= 282 sf Storage= 67 cf Plug-Flow detention time= 13.7 min calculated for 0.017 of (98% of inflow) Center-of-Mass det. time= 5.3 min ( 831.7 - 826.4 ) Volume Invert Avail Storaqe Storage Description #1 1,004.00' 17,387 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feel) 1,004.00 1 0 0 1,006.00 1,189 1,190 1,190 1,008.00 3,843 5,032 6,222 1,010.00 7,322 11,165 17,387 Device Routing Invert Outlet Devices #1 Primary 1,004.20' 12.0" Round Culvert L= 31.0' RCP, end-section conforming to fill, Ke= 0.500 Inlet/ Outlet Invert= 1,004.20'/ 1,003.40' S= 0.0258'/' Cc= 0.900 n= 0.012 Primary OutFlow Max=0.30 cfs @ 12.06 hrs HW=1,004.47' (Free Discharge) t1=Culvert (Inlet Controls 0.30 cfs @ 1.76 fps) Runoff Analysis with Pond Type H 24 -hr 100 -year Rainfall=5.85" Prepared by Campion Engineering Services, Inc. Printed 12/19/2012 HydroCAD® 910 s/n 06767 @ 2010 HydroCAD Software Solutions LLC Page 17 Summary for Subcatchment IS: To Hwy 41 Runoff = 0.78 cfs @ 12.04 hrs, Volume 0.041 af, Depth> 1.49" Runoff by SCS TR -20 method, UH=SCS, Time Span= 5.60-20.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -year Rainfall=5.85' Area (ac) CN Description 0.330 58 Woods/grass comb., Good HSG B 0.330 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet)_ (ft/ft) (Msec) (cfs) 10.7 100 0.0500 0.16 Sheet Flow, Grass: Dense n= 0.240 P2= 2.75" Summary for Subcatchment 2S: To North Wetland Runoff = 3.40 cfs @ 12.12 hrs, Volume= 0.230 af, Depth> 1.41" Runoff by SCS TR -20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type 11 24 -hr 100 -year Rainfall=5.85" Area (ac) CN Description 0.200 98 Unconnected roofs, HSG B 1.760 55 Woods, Good, HSG B 1.960 59 Weighted Average, UI Adjusted CN = 57 1.760 89.80% Pervious Area 0.200 10.20% Impervious Area 0.200 100.00% Unconnected Tc Length Slope Velocity Capacity Description min (feet) MIR) (ft/sec) (cfs) 15.4 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.75" 2.1 200 0.1000 1.58 Shallow Concentrated Flow, Woodland Kv=•5.0 fps 17.5 300 Total Summary for Subcatchment 6S: To North Wetland Runoff = 2.08 cfs @ 12.17 hrs, Volume= 0.156 af, Depth> 1.78' Runoff by SCS TR -20 method, UH=SCS, Time Span= 5.0D-20.00 hrs, dt= 0.05 hrs Type 1124 -hr 100 -year Rainfall=5.85" Runoff Analysis with Pond Type 11 24 -hr 100 -year Rainfall=5.85" Prepared by Campion Engineering Services, Inc. Printed 12/19/2012 HydroCAD8910 s/n 06767 @2010 HydroCAD Software Solutions LLC Page 18 Area NO CN Descriotion 0.190 98 Unconnected roofs, HSG B 0.860 58 Woods/grass comb Good HSGrB 1.050 65 Weighted Average, UI Adjusted CN = 62- 0.860 20.860 81.90% Pervious Area 0.190 18.10% Impervious Area 0.190 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ftlft) (ft/sec) (cfs) 15.4 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.75' 6.7 450 0.0500 1.12 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 22.1 550 Total Summary for Subcatchment 8S: To Hwy 41 Runoff = 0.76 cfs @ 12.02 hrs, Volume= 0.037 af, Depth> 1.80" Runoff by SCS TR -20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -year Rainfall=5.85" Area (ac) CN Description 0.230 61 >75% Grass cover, Good, HSG B 0.020 98 Unconnected roofs, HSG B 0.250 64 Weighted Average, UI Adjusted CN = 62 0.230 92.00% Pervious Area 0.020 8.00% Impervious Area 0.020 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feel) (ft/ft) (f /sec) (cfs) 9.4 85 0.0500 0.15 Sheet Flow, Grass: Dense n= 0.240 P2= 2.75" Summary for Subcatchment 10S: To Basin Runoff = 2.22 cfs @ 12.10 hrs, Volume= 0.143 af, Depth> 1.71" Runoff by SCS TR -20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24 -hr 100 -year Rainfall=5.85" Area (ac) CN Description 0.130 98 Unconnected pavement, HSG B 0.870 58 Woods/grass comb Good HSG B 1.000 63 Weighted Average, UI Adjusted CN = 61 0.870 87.00% Pervious Area 0.130 13.00% Impervious Area 0.130 100.00% Unconnected Runoff Analysis with Pond Type// 24 -hr 100 -year Rainfal1=5.85" Prepared by Campion Engineering Services, Inc. Printed 12/19/2012 H drY oCAM 9 10 s/n 06767 @2010 HydroCAD Software Solutions LLC Page 19 Tc Length Slope Velocity Capacity Description min (feet) (ft/ft) (ft/sec) (cls) 15.4 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.75" 1.4 150 0.1300 1.80 Shallow Concentrated Flow, Woodland Kv= 5.0 fos 16.8 250 Total Summary for Reach 3R: Existing Inflow Area = 2.290 ac, 8.739/6 Impervious, Inflow Depth > 1.42" for 100 -year event Inflow = 4.07 cfs @ 12.11 hrs, Volume= 0.271 of Outflow = 4.07 cis @ 12.11 hrs, Volume= 0.271 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Summary for Reach 5R: Proposed Inflow Area = 2.300 ac, 14.78% Impervious, Inflow Depth > 1.73" for 100 -year event Inflow = 3.23 ds @ 12.15 hrs, Volume= 0.331 of Outflow = 3.23 ds @ 12.15 hrs, Volume= 0.331 af, Allen= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Summary for Pond 413: Hwy 41 ditch Inflow Area = 0.330 ac, 0.00% Impervious, Inflow Depth > 1.49" for 100 -year event Inflow = 0.78 ds @ 12.04 hrs, Volume= 0.041 of Outflow = 0.73 ds @ 12.07 hrs, Volume= 0.040 af, Atten= 6%, Lag= 1.9 min Primary = 0.73 ds @ 12.07 hrs, Volume= 0.040 of Routing by Stor-Ind method, Time Span= 5.0D-20.00 hrs, dt= 0.05 hrs Peak Elev- 1,004.63' @ 12.07 hrs Surf.Area= 377 sf Storage= 120 cf Plug -Flow detention time= 7.7 min calculated for 0.040 of (99% of inflow) Center-of-kbss det. time= 3.6 min ( 821.4 - 817.7 ) Volume Invert Avail.Storage Storage Description #1 1,004.00' 17,387 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 1,004.00 1 0 0 1.006.00 1,189 1,190 1,190 11008.00 3,843 5,032 6,222 11010.00 7,322 11,165 17,387 Device Routing Invert Outlet Devices #1 Primary 1,004.20' 12.0" Round Culvert Runoff Analysis with Pond Type 1124 -hr 100 -year Rainfall=5.85" Prepared by Campion Engineering Services, Inc. Printed 1 211 9/201 2 HydroCAD@ 9 10 stn 06767 @2010 HydroCAD Software Solutions LLC Page 20 L= 31.0' RCP, end -section conforming to fill, Ke= 0.500 Inlet/ Outlet Invert= 1,004.20'/ 1,003.40' S=0.0258'1' Cc= 0.900 n= 0.012 Primary OutFlow Max=0.71 cfs @ 12.07 hrs HW=1,004.63' (Free Discharge) t1=Culvert (Inlet Controls 0.71 cfs @ 2.22 fps) Inflow Area = 1.000 ac, Inflow = 2.22 cfs @ Outflow = 0.84 cis @ Primary = 0.84 cfs @ Summary for Pond 7P: Pond 13.00% Impervious, Inflow Depth > 1.71" 12.10 hrs, Volume= 0.143 of 12.36 hrs, Volume= 0.138 af, 12.36 hrs, Volume= 0.138 of for 100 -year event Atten= 62%, Lag= 15.2 min Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Starting Elev= 987.00' Surf.Area= 0.034 ac Storage= 0.031 of Peak Elev= 988.04'@ 12.36 hrs Surf.Area= 0.045 ac Storage= 0.072 of (0.041 of above start) Plug -Flow detention time= 121.5 min calculated for 0.107 of (75% of inflow) Center -of -Mass det. time= 24.8 min ( 841.3 - 816.5 ) Volume Invert Avail Storage Storage Description #1 984.00' 0.094 of Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Slore Cum.Store (feet) (acres) (acre-feet) (acre-feet) 984.00 0.001 0.000 0.000 986.00 0.008 0.010 0.010 987.00 0.034 0.021 0.031 988.00 0.045 0.040 0.070 988.50 0.051 0.024 0.094 lice Routing Invert Outlet Devices #1 Primary 987.00' 12.0" Round Culvert L= 20.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 987.00'/ 986.00' S= 0.0500T Cc= 0.900 n= 0.012 #2 Device 1 987.00' 6.0" Vert. Orifice/Grate C=0.600 Primary OutFlow Max=0.84 cfs @ 12.36 hrs HW=988.04' (Free Discharge) 1'-1 =Culvert (Passes 0.84 cfs of 2.77 cfs potential flow) L2=Orifice/Grate (Orifice Controls 0.84 cfs @ 4.27 fps) Inflow Area = 0.250 ac, Inflow = 0.76 cfs @ Outflow = 0.71 cfs @ Primary = 0.71 cfs @ Summary for Pond 9P: Hwy 41 ditch 8.00% Impervious, Inflow Depth > 1.80" 12.02 hrs, Volume= 0.037 of 12.05 hrs, Volume= 0.037 at, 12.05 hrs, Volume= 0.037 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs for 100-ye2revent Atten= 6%, Lag= 2.0 min Runoff Analysis with Pond Type 1124 -hr 100 -year Rainfall --5.85" Prepared by Campion Engineering Services, Inc. Printed 12/19/2012 HydroCAD@) 910 s/n 06767 ® 2010 HydroCAD Software solutions LLC Paqe 21 Peak Elev= 1,004.63!@ 12.05 hrs Surf.Area= 373 sf Storage= 117 d Plug -Flow detention Ume= 8.3 min calculated for 0.037 of (99% of inflow) -Center-of-Mass det. time= 3.9 min ( 813.0 - 809.1 ) _ Volume Invert Avail Storage Storage Description #1 1,004.00' 17,387 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation SUrt.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 1,004.00 1 0 0 1,006.00 1,189 1,190 1,190 1,008.00 3,843 5,032 6,222 1,010.00 7,322 11,165 17,387 Device Routing Invert Outlet Devices #1 Primary 1,004.20' 12.0" Round Culvert L= 31.0' RCP, end -section conforming to fill, Ke= 0.500 Inlet/ Outlet Invert= 1,004.20' / 1,003.40' S= 0.0258 'P Cc= 0.900 n= 0.012 Primary OutFlow, Max=0.71 cfs @ 12.05 hrs HW=1,004.63' (Free Discharge) t--1 =Culvert (Inlet Controls 0.71 cis @ 2.22 fps) x Et, 3si sllii �? ef�3�iliJ�t�?!131 3333i333l33331333' IJ � N w 0 �w Jf = ,J Fe z: Js .3' se F sa Ir O Z t5 � E 2Fz W Vic; if ! ` oma "P8 urban 12/18/12 Case 271.4 Title 229.61 PreCFile 41.78 Part File 9.92 6300Chaskand_Pond_Case Catchment Model, version 3.4 6300chaskand.p8c 6300 Chaska Road msp_4989.pcp nurp50.p8p Case Title Case Data File Path Case Notes: Storm Data File Particle File Air Temp File File Time steps Per Hour Minimum Inter -Event Time (hrs) Maximum Continuity Error % Rainfall Breakpoint (inches) Precipitation scale Factor Air Temp Offset (deg -F) Loops Thru Storm File simulation Dates Start Keep Stop FirstDate 01/01/70 LastDate 12/31/79 Events 699 TotalHrs 87000 6300 Chaska Road 1.00 6300Chaskand.p8c 1.00 C:\P8\ 5 msp_4989.pcp 10 nurp50.p8p 0.02 msp_4889.tmp 1 4 10 2 0.8 1 0 1 6/1/1969 1/1/1970 12/31/1979 Max snowfall Temperature (deg -f) 32.0 snowMelt Temperature (deg -f) 32.0 Snowmelt Coef (in/degF-Day) 0.06 Soil Freeze Temp (deg -F) 32.0 snowmelt Abstraction Factor 1.00 Evapo-Trans. Calibration Factor 1.00 Growing Season Start Month 5 Growing Season End Month 10 5 -Day Antecedent Rainfall + Runoff (inches) CN Antecedent Moisture Condition AMC -II AMC -III Growing Season 1.40 2.10 NonGrowing Season 0.50 1.10 watershed Data watershed Name Runoff to Device Infiltration to Device watershed Area SCS Curve Number (Pervious) Scale Factor for Pervious Runoff Indirectly Connected Impery Frac Unswept Impervious Fraction Unswept Depression Storage (inch Unswept Imperv. Runoff Coefficie Unswept scale Factor for Particl swept Impervious Fraction Swept Depression Storage (inches Swept Imperv. Runoff Coefficient Swept scale Factor for Particle To Hwy 41 To Basin To North Wetland Proposed Pond Proposed 0.25 1 1.05 61 58 58 1 1 1 0.08 0.13 0.18 0 0 0 0.02 0.02 0.02 1 1 1 1 1 1 0 0 0 0.02 0.02 0.02 1 1 1 1 1 1 Page 1 -'Run Date Precip(in) Rain(in) snow(in) TotalYrs 63000haskand_Pond_case sweeping Frequency 0 0.5 0.5 Sweeping Efficiency 1 1 1 Sweeping Start Date (MMDD) 101 101 101 Sweeping Stop Date (MMDD) 1231 1231 1231 Device Data 0.03 0.3 1.5 Device Name Proposed Pond_ 0 Device Type PIPE POND 2nd order Decay (1/day Infiltration Outlet 0 0 0 Normal outlet Impervious Runoff Conc Proposed 0 Spillway Outlet 0 Proposed Pervious Runoff Conc ( Particle Removal Scale Factor 100 1 100 Bottom Elevation (ft) Pervious Conc Exponent 884 1 Bottom Area (acres) 1 0.001 Accum. Rate (lbs -ac -da Permanent Pool Area (acres) 1.75 0.034 1.75 Permanent Pool Volume (ac -ft) Particle Removal Rate 0.031 0.25 Perm Pool Infilt Rate (in/hr) 0.25 0 washoff coefficient Flood Pool Area (acres) 20 0.051 20 Flood Pool volume (ac -ft) washoff Exponent 0.063 2 Flood Pool Infilt Rate (in/hr) 2 0 Sweeper Efficiency Infilt Basin void Fraction (%) 0 0 5 Detention Pond outlet Parameters water Quality Component Data Outlet Type ORIFICE Component Name Outlet orifice Diameter (in) TP 6 Cu orifice Discharge Coef HC 0.6 Outlet weir Length (ft) water Quality criteria weir Discharge Coef Perforated Riser Height (ft) Page Number of Holes in Riser Holes Diameter Flood Pool Drain Time (hrs) Swale Parameters Length of Flow Path (ft) Slope of Flow Path % Bottom Width (ft) Side slope (ft-v/ft-h) Maximum Depth of Flow (ft) Mannings n Constant Hydraulic model Pipe, splitter, Aquifer Parameter Hydraulic Res. Time (hrs) 0 Particle Data Particle File nurp50.p8p Particle Class PO% P10% P30% P50% P80% Filtration Efficiency 0 100 100 100 100 Settling velocity (ft/ 0 0.03 0.3 1.5 15 First order Decay Rate 0 0 0 0 0 2nd order Decay (1/day 0 0 0 0 0 Impervious Runoff Conc 1 0 0 0 0 Pervious Runoff Conc ( 1 100 100 100 200 Pervious Conc Exponent 0 1 1 1 1 Accum. Rate (lbs -ac -da 0 1.75 1.75 1.75 3.5 Particle Removal Rate 0 0.25 0.25 0.25 0.25 washoff coefficient 0 20 20 20 20 washoff Exponent 0 2 2 2 2 Sweeper Efficiency 0 0 0 5 15 water Quality Component Data Component Name TSS TP TKN Cu PB HC water Quality criteria (ppm) Page 2 ZN Level 1 5 0.1 Level 2 10 0.5 Level 3 20 1 Content Scale Factor 1 1 Particle composition (mg/kg) PO% 0 250000 P10% 1000000 22500 P30% 1000000 22500 P50% 1000000 22500 P80% 1000000 22500 6300chaskand_Pond_Case 0.025 2 2 0.02 5 0.05 1 0.0048 0.014 0.0362 0.1 0.5 0.02 0.15 0.38 1 1— 1 1 1 99000 600000 13600 2000 640000 3850 15000 340 180 1600 3850 15000 340 180 1600 3850 15000 340 180 1600 0 0 340 180 0 Page 3 Mass Balances by Device and variable Device: OVERALL Mass Balance Term 01 watershed inflows 06 normal outlet 08 sedimen + decay 09 total inflow 10 surface outflow 12 total outflow 13 total trapped 14 storage increase 15 mass balance chec Reduction11 (� Flow_acft 3.57 3.57 0.00 3.57 3.57 3.57 0.00 0.00 0.00 0.00 Type: NONE Flow_cfs 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Load -lbs Load-lbs/yr 2.2 0.2 6300chaskand_Pond_Device and variable "P8 Urban Catchment 0.0 Model, version 3.4 0.2 Run Date 12/18/12 2.0 case 0.2 63000haskand.p8c FirstDate Precip(in) 271.4 0.0 9.7 Title 6300 Chaska Road LastDate Rain(in) 229.61 PrecFile msp_4989.pcp Events Snow(in) 41.78 - PartFile nurp50.p8p TotalHrs Totalvrs 9.92 Mass Balances by Device and variable Device: OVERALL Mass Balance Term 01 watershed inflows 06 normal outlet 08 sedimen + decay 09 total inflow 10 surface outflow 12 total outflow 13 total trapped 14 storage increase 15 mass balance chec Reduction11 (� Flow_acft 3.57 3.57 0.00 3.57 3.57 3.57 0.00 0.00 0.00 0.00 Type: NONE Flow_cfs 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Load -lbs Load-lbs/yr 2.2 0.2 2.0 0.2 0.2 0.0 2.2 0.2 2.0 0.2 2.0 0.2 0.2 0.0 0.0 0.0 0.0 0.0 9.7 9.7 Page 1 01/01/70 12/31/79 699 87000 variable: TP Conc_ppm 0.23 0.20 0.23 0.20 0.20 Carver County, MN o rimermm reap was �1ee,rsb9 r GourKo Geogrepnc Map Scale N Informs SySieme (GIS(, rt a a corrpH of blomu0on aM OW from feet aar Cey,C my sate. ane F� ate. ,tYe map s na a 1 inch= 424 wneyee a "Ay remeee map a a ntarMeJ b Ee ossa m a wE reference caner count' rs rd responvDk b arty romaatica ontameE nevem Map Date 1/8/2013 S Date: January 8, 2013 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 To: Development Plan Referral Agencies From: Planning Department Review Response Deadline: January 25, 2013 By: Robert Generous, Senior Planner 952-227-1131 bgenerotLs@ci.cbanhassen.nm.us Subject: Request for a four -lot single-family subdivision on 2.29 acres of property zoned RSF-Single Family Residential and located at 6300 Chaska Road (Lot F, except that part lying west of Highway 41, Bardwell Acres lake Minnetonka) — Fretham 150i Addition. Applicant: Curt Fretham. Planning Case: 2013-04 PID: 25-1100100 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on January 4, 2013. The 60 -day review period ends March 5, 2013. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on February 5. 2013 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than January 25. 2013. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official E Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources -Jack Gleason 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnebaha Creek 9. Telephone Company (CenturyUnk) 10. Electric Company (Xcel Energy) 11. Mediacom 12. CenterPoint Energy Minnegasco 13. City of Shorewood — Bill Joynes SCANNED Carver County, MN a�a unpc C.4w G..WWk Map Scale N L. mnpi a�.oamaom .amuv crty,ca.xy, 6m .a,e r-m,,,,�,. m,,,�aro„ 1 inch =424 feet surveY�akgWyimNee my stleYingeE bee�ana WE re cwmansie y a reg °"" mnlaireA liaeln. Map Date 1/4/2013 S I WALK -OUT BASEMENT - / \...� ADID GIIER 1MEE SRS m \ tLNrEmac� ,-„ 5j� ( CM 110 E1a') - - ALUM. SOFFlT a m"mD Lv m1B0 FAS2A SYSTEM _-- CGLLAt 1B0 MUM PANEL CGLDR TBD - 12 �5 5/12 NIDI a SNCCO PANEL I— CCLat TBD a' IRY BOARD am TBD 5- �F r SIaE: TBD TYP. Bab 91PPpET P116T 20x20' \ODD CCWW 245Q4' STONE BABE OMTRL DDDR, — FlENSHSX COLOR lOD FRONT ELEVATION SCALE: 1/8" = 1'-0' LOOK -OUT BASEMENT SR1Cal PANEL CG at 1811 STaE m TYP. a SIDE ELEVATION SCALE: 1/8" = 1'-0' NNYL SUNG t OMNER PO C TBD M BBEIt TREE BUS rG a vMA s12M: - S/12 11101 COIGR 1U SNUE mLR TOD -- COLOR MBD 512 NGRZ LP SUNG (BnE1w) ALLY. 56T1T k MBD . '..., , CGLORFAS2A � SMSIF)/ III I SNCCD PANEL .,• +•. r � _ -y 12 - S 5/12 RI01 81U002 PANEL SBYE mot 1® CoLm TBD 5n TAY BOARD OaDR TBD - BNCtV PANEL SNORv limp 11P. ML [7 AAYWA rDGGR, VALUE SUES D S1A5Ta: l --.._.-- NINDOW SR1E ro BE IISf SELEC1m \ - Baa $WPDRT PFlNCIXDN: TBD - 2Onx20' NOW CGWNN 24'x24' STONE BASE FHEI ipw OLZb� - .. FRONT ELEVATION SCALE: 1/8' = 1'-0' FULL BASEMENT - IIDIt ImER 1NEE BDU m BE NAL SDED 5r— =am Nam L➢ SEM Or W) ALLY. SMT t D41p FASUA 1� SYSIUI am T® S1UCC0 PANEL 1 •VL - - - 012 m ' � i— r ,1sL BwAD STONE: TBD TYP. NNG mIR CIAPAY DOOR, VALLA: SERIES MCOE MOL 5x0 SLNPORT PORT FlNISi U : TBD E S1ECIFD 205X0' VOW 00LUM 24'x24' STONE BAS_ TNERMA TRV DORS, FlNISN f TBD FRONT ELEVATION SCALE: 1/8" = 1'-0" mm PANEL CGLat 18D STGEC MBD TYP. SIDE ELEVATION SCALE: 1/8" = 1'-0' SIDE ELEVATION SCALE: 1/8" = i'-0` VNYL SUNG k C NER P CGLat TBD I/s5N 9aM. ROOF WR 161 1 SNI. Milk M N 61R NDYI IE¢ 5/1 5/12 PRN = 4G2FIT t BMa2E [aat IRO COLUt TBD e 5/121/101 VWM SUNG A CGRNER POSTS CG OR TBD REAR ELEVATION SCALE: 1/8" = 1'-0' I/SUIk SRT. RSR YDB IFR 1 Sai. IDR MFk Ya M 5(Rit SI MBA � 5/12 POW ALLY. ^STMT a 9AIBE mak FASOA SYSTEM CG at TBD El El ---- --- - - 12 5/12 EB01 MNYL SUNG a OMNER POS15 Ca11R: MBD REAR ELEVATION SCALE: 1/8" = 1'-0" / 1/m SRT. mR lar IFA 1 SwT. IIDOF ARR SDA M SRR: R IFM am '.1/12 MH ALLY. SaFiT k SIaGF mat 181 FASaA SYSIEM Coat TBD Is] 5/12 NIDI - - - - --° _- ® ❑� 11 -Ti-II MN11. BUNG t II -Tr II IH II III � ° � I IH II II ILJLJ� ILJLJ� L _ _ J EGPESS ARFArE1L L _ _ J EGRESS AREAA REAR ELEVATION SCALE: 1/8- = 1'-0' IFI II EGRESS AREAMELL —_ -. - %*M SUNG a OaNER P051S SIDE ELEVATION SCALE: 1/8' = 1'-0" II II II 'EGRESS AREAAELL I IH II II I' IL -LL JI NNYL SONG t L J OMNER PGSTS COLOR TBD SIDE ELEVATION SCALE: 1/8" = 1'-0' 12 y� 5/12 Eml VOW _ -7-7- I _ II -r II EfFE85 AREAMFII I IH II II IL-LJI NNYL SUNG t L _ _ J CGRNFR PGS rB mm TBD SIDE ELEVATION SCALE: 1/8" = 1'-0" CI^.' OF CHANHAS`ZI: RECFIVEC :JAN U 4 2013 CHANHASSEN PUNNING DE - IF IF E xxz�u-+rcw FFa =ice �wsi23�n�a poo=p=o� wiwap0 �a m Omo'w^�m3 gN Z.,-- 2 nV'Fpp6' n Z w f> Z J O Fpw LLF-3 owarF ail O F p U w x K V W O K z O,ripinwp -rou Fz�w 'vOzw _ ¢ C F o�Zw-w OO m a 22 22 J V 2 Y 0 m N z a Z U w p O O m W p ouwu� w zip p N J j,nw Kwpw LL' �rcwa Ffajxzwj FVFG>fL Ln W H- V Z_ la. I�=1 0 d' U- 0 r w ui r1mi �� I ` I W94 it 8" POURED GIRDER TRUSS 'TOP OF VENT TO EXTEND I I 12" PAST ROOF II PRE—MAN'F ROOF TRUSSES 24" O.C. BRACE PER MAN'F SPECIFICATIONS II I GAF TIMBERLINE SHINGLES 11 1/2" ROOF SHEATHING I 1 12 I / 1 15 ICE AND WATER SHIELD VENT BAFFLES EVERY SPACE ALUM. FASCIA � IDE LIGHT & V&LET \ 2x6 BACKER II R-44 ROOF INSUL. ALUM. SOFFIT W/ VENTS II POLY VAPOR BARRIER/ 1/2" GYP BD WALL HORIZ. LP SIDING 5/8 GYP BD CLG (6" EXP I I VINYL SIDING FASTER BEDROOM I i LOFT TYVEK HOUSE WRAP 7/16" OSB SHTHG 3/4" SUBF 6" R-19 INSUL. 2x6 STUDS ® 16" O.C. R-50 FLR INSUL. 18' DEEP FLR TRUSS 0 19.2" O.C. a BUILDING SECTION SCALE: 1/4' = 1'-0" 2) 9-1/2" LVL ELLIP. ARCH GREAT ROOM 3/4" SUBFLR 18' DEEP FUR TRUSS 0 19.Y O.C. BASEMENT TAPE AND SEAL ALL JOINTS & PENETRATIONS ROOF PLAN SCALE: 1/8" = 1'-0" VINYL SIDING SPRAY FOAM INSUL. RIM AREA 2x6 TRTD SILL PLATE SILL SEALER ANCHOR BOLTS 8" POURED WALL (8'-0" HIGH) EXTERIOR PERIMETER INSULATION 20x8 CONC. FTG DRAIN—TILE 2 WATM svcr 2) 11-7/8 LVL 3) 2x10 2) 9-1/2 LVL FLUSH HDR FLUSH HDR 2x6 WALKOUT WALL 2x6 WALKOUT WALL 6x4 CONC CURB 6x4 CONC CURB 8" POURED WALL 8" POURED WALL 16x8 CONC FTG. 16x8 CONC FTG. (BELOW FROST) 8" POURED WALL (BELOW FROST) FUTURE (8'-0" HIGH TOTAL)FUTURE N BEDROOM 16x8 CONC. FTG FAMILY ROOM N 3-1/2' CONC. SLAB 8" POURED WALL T-10' RGH CLG HGT (8'-0" HIGH TOTAL) 20x8 CONC. FTG 2x6 BRG WALL TRIPLE TRTD PLATE 2x6 BRG WALL OR 4x6 POST ON FACE TRIPLE TRTD PLATE TURN & CANT. J 16x8 CONC FTG OR 4x6 POST ON FACE FLR TRUSS 2'-0" / / / / 16x8 CONC FTG (R-30 FLR INSUL.) DROP LVL HDR DROP LVL HDR 2) 9-1/2 LVL 2) 9-1/2 LVL R.I. BATH - -- - - MECH. - - x H;h EFF. FURNACE Hcx . W.H. SUMP N PASSIVEO RADON N FUTURE ` AREA N EGRESS AREAWELL ` FLASH & DRAIN 6x8 POURED CURB AS REQ'D 8" POURED WALL (8'-0" HIGH TOTAL) 16x8 CONC. FTG UNEXCAVATED 6x8 POURED CURB 8" POURED WALL (8'-0" HIGH TOTAL) 16x8 CONC. FTG MONO TRUSS I 24" O.C. II _ 2) 11-7/8" LVL 6 SUPPORT POST I I PLAN (WALK-OUTBSMT) FOYER II II STONE II I I 20"x20" STONE BASE II I' I NOTE: 1. ALL FOOTINGS TO BE BELOW FROSTUNE. R502.2.1 POST BEAM CONNECTION _ II WHERE POST AND BEAM OR GIRDER CONSTRUCTION IS USED, I 6x8 POURED CURB II II 8" POURED II WALL II (8'-0" HIGH TOTA) I I L WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE IF FOUNDATION WALLS ARE PARALLEL TO FLOOR FRAMING, BASEMENT II EXTERIOR PERIMETER INSULATION I I II 20x8 CONC. FTG DRAIN—TILE TRUSS SPACES a BUILDING SECTION SCALE: 1/4' = 1'-0" 2) 9-1/2" LVL ELLIP. ARCH GREAT ROOM 3/4" SUBFLR 18' DEEP FUR TRUSS 0 19.Y O.C. BASEMENT TAPE AND SEAL ALL JOINTS & PENETRATIONS ROOF PLAN SCALE: 1/8" = 1'-0" VINYL SIDING SPRAY FOAM INSUL. RIM AREA 2x6 TRTD SILL PLATE SILL SEALER ANCHOR BOLTS 8" POURED WALL (8'-0" HIGH) EXTERIOR PERIMETER INSULATION 20x8 CONC. FTG DRAIN—TILE 2 WATM svcr 2) 11-7/8 LVL 3) 2x10 2) 9-1/2 LVL FLUSH HDR FLUSH HDR 2x6 WALKOUT WALL 2x6 WALKOUT WALL 6x4 CONC CURB 6x4 CONC CURB 8" POURED WALL 8" POURED WALL 16x8 CONC FTG. 16x8 CONC FTG. (BELOW FROST) 8" POURED WALL (BELOW FROST) FUTURE (8'-0" HIGH TOTAL)FUTURE N BEDROOM 16x8 CONC. FTG FAMILY ROOM N 3-1/2' CONC. SLAB 8" POURED WALL T-10' RGH CLG HGT (8'-0" HIGH TOTAL) 20x8 CONC. FTG 2x6 BRG WALL TRIPLE TRTD PLATE 2x6 BRG WALL OR 4x6 POST ON FACE TRIPLE TRTD PLATE TURN & CANT. J 16x8 CONC FTG OR 4x6 POST ON FACE FLR TRUSS 2'-0" / / / / 16x8 CONC FTG (R-30 FLR INSUL.) DROP LVL HDR DROP LVL HDR 2) 9-1/2 LVL 2) 9-1/2 LVL R.I. BATH - -- - - MECH. - - x H;h EFF. FURNACE Hcx . W.H. SUMP N PASSIVEO RADON N FUTURE ` AREA N EGRESS AREAWELL ` FLASH & DRAIN 6x8 POURED CURB AS REQ'D 8" POURED WALL (8'-0" HIGH TOTAL) 16x8 CONC. FTG UNEXCAVATED 6x8 POURED CURB 8" POURED WALL (8'-0" HIGH TOTAL) 16x8 CONC. FTG UNEXCAVATED 6x8 POURED CURB B" POURED WALL 16x8 CONC. FTG (BELOW FROST) 6x8 POURED CURB 8" POURED WALL 16x8 CONC. FTG (BELOW FROST) / ALTERNATE PRICES 1. LOOK -OUT BASEMENT 2. FULL BASEMENT ADDITIONAL EGRESS WELLS 3. 8'-10" BASEMENT 4. POURED CONCRETE PATIOS (PRICE PER S.F.) 5. FINISHED BASEMENT 6. WET BAR NOTE: ALL INT. & EXT. BEARING OPENINGS LESS MECHANICAL & ELECTRICAL NOTES THEN 4'-0" SHALL HAVE 2-2x10 HEADERS ALL OTHER HEADERS TO BE 3-2x10 UNLESS PLACEMENT OF MECHANICAL COMPONENTS OTHERWISE SPECIFIED ON THE DRAWINGS. VERIFY WILL BE DETERMINED BY BUILDING CODES AND ALL HEADER CHANGERS FROM THE LUMBER CO., MAY VARY FROM THAT SHOWN TRUSS CO. AND/OR BUILDING OFFICIALS. ELECTRICAL TO BE PROVIDED TO CODE. ALL GIRDER TRUSS LOCATIONS ARE AT THE LOCATIONS OF OUTLETS MAY VARY FROM DISCRETION OF THE TRUSS CO. AND ARE TO THAT SHOWN. UPGRADES AND ADDITIONS BE STRUCTURALLY ENGINEERED. MUST BE SPECIFIED ON PLANS ALL LVL BEAMS ARE TO BE VERIFIED PRIOR SMOKE DETECTORS TO BE INTERCONNECTED, TO CONSTRUCTION. HARDWIRED, WITH BATTERY BACK—UP. ONE PER LEVEL AND IN EACH BEDROOM wTF�^J Z lJ ww F F Q N Z 2 M1 o oo , 000 z<zw m= z 30QJo � a �Qm rcw�nmZ mo . �,rzw=`£Y0 z-dw,omc dzwr>z Jo .3 rcawLLooazow o � maw �woF "=owJ�n3 T W U F Z N w KQV rO�¢F yam pJ`;�i m o m,- a z o Y wo ooT w� p V w Q 6 m w Z N W W W J o N W F v _z Li FOUNDATION PLAN (WALK-OUTBSMT) SCALE: 1/4' = 1'-0' 0 SQ. FT.: 1,064 NOTE: 1. ALL FOOTINGS TO BE BELOW FROSTUNE. R502.2.1 POST BEAM CONNECTION 6'-8' MINIMUM STAIR HEADROOM. 34' TO 38' HANDRAIL WHERE POST AND BEAM OR GIRDER CONSTRUCTION IS USED, HEIGHT. RETURN ALL ENDS TO POST OR WALL. 2. ANCHOR STRAPS AT W-0" O.C. THE DESIGN SHALL BE IN ACCORDANCE WITH THE PROVISIONS w OF THIS CODE. POSITIVE CONNECTION SHALL BE PROVIDED TO R303.4 STAIRWAY ILLUMINATION 3. EXTERIOR SPRAY FOAM PERIMETER INSULATION ENSURE AGAINST UPLIFT AND LATERAL DISPLACEMENT. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE IF FOUNDATION WALLS ARE PARALLEL TO FLOOR FRAMING, LANDINGS AND TREADS. SOLD BLOCKING OR DIAGONAL BRACING MUST BE INSTALLED AT THE ANCHOR BOLT LOCATIONS IN THE FIRST TWO JOIST OR R314.8 UNDER STAIR PROTECTION TRUSS SPACES ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED NEED COMPLETE WEATHER PROTECTION BEFORE INSULATION ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD. 3-1/2' REFLECTIVE HOUSE NUMBERS APPLIED BEFORE FINAL INSTALL INTERIOR SHEATHING ON ALL EXTERIOR WALLS BEFORE INSPECTION INSTALLING TUBS OR SHOWERS HOUSE WRAP REQUIRED ON ALL STRUCTURES. PICTURES OF MUST PROVIDE NO -SCALD DEVICE AT TUB/SHOWER HOUSE WRAP INSTALLATION AND INSPECTION RECORD CARD MUST BE SUBMITTED TO THIS OFFICE PRIOR TO FINAL WATERPROOF BACKING 6' OVER TUB. PROVIDE PLUMBING INSPECTION. ACCESS PANEL DO NOT APPLY SIDING OR HOUSE WRAP UNTIL AFTER EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE WINDOW SHEATHING INSPECTION WITH A SILL HEIGHT OF NOT MORE THAN 44' ABOVE THE FLOOR AND SHALL PROVIDE NOT LESS THAN 5.7 SQUARE FEEL ICE DAM PROTECTION REQUIRED ON DWELLING SAVE FLASHING/ICE OF OPENABLE AREA WITH NO DIMENSION LESS THAN PLUS ATTACHED EAVE FLAHSING INSPECTION REQUIRED. 20N -24'H ALL HABRABLE SPACES REQUIRE 8% UGHT AND 4% VENTILATION GUARD RAIL REQUIRED AT FUTURE DECK PATIO DOOR. FUTURE wnr.r nnn,nnr rnnrrr umnmi, nr u , rnn"nr rr, nu nnr DECK RIMS INSTALL 2 LAG BOLTS 16" ox, WITH FLASHING UNEXCAVATED 6x8 POURED CURB B" POURED WALL 16x8 CONC. FTG (BELOW FROST) 6x8 POURED CURB 8" POURED WALL 16x8 CONC. FTG (BELOW FROST) / ALTERNATE PRICES 1. LOOK -OUT BASEMENT 2. FULL BASEMENT ADDITIONAL EGRESS WELLS 3. 8'-10" BASEMENT 4. POURED CONCRETE PATIOS (PRICE PER S.F.) 5. FINISHED BASEMENT 6. WET BAR NOTE: ALL INT. & EXT. BEARING OPENINGS LESS MECHANICAL & ELECTRICAL NOTES THEN 4'-0" SHALL HAVE 2-2x10 HEADERS ALL OTHER HEADERS TO BE 3-2x10 UNLESS PLACEMENT OF MECHANICAL COMPONENTS OTHERWISE SPECIFIED ON THE DRAWINGS. VERIFY WILL BE DETERMINED BY BUILDING CODES AND ALL HEADER CHANGERS FROM THE LUMBER CO., MAY VARY FROM THAT SHOWN TRUSS CO. AND/OR BUILDING OFFICIALS. ELECTRICAL TO BE PROVIDED TO CODE. ALL GIRDER TRUSS LOCATIONS ARE AT THE LOCATIONS OF OUTLETS MAY VARY FROM DISCRETION OF THE TRUSS CO. AND ARE TO THAT SHOWN. UPGRADES AND ADDITIONS BE STRUCTURALLY ENGINEERED. MUST BE SPECIFIED ON PLANS ALL LVL BEAMS ARE TO BE VERIFIED PRIOR SMOKE DETECTORS TO BE INTERCONNECTED, TO CONSTRUCTION. HARDWIRED, WITH BATTERY BACK—UP. ONE PER LEVEL AND IN EACH BEDROOM wTF�^J Z lJ ww F F Q N Z 2 M1 o oo , 000 z<zw m= z 30QJo � a �Qm rcw�nmZ mo . �,rzw=`£Y0 z-dw,omc dzwr>z Jo .3 rcawLLooazow o � maw �woF "=owJ�n3 T W U F Z N w KQV rO�¢F yam pJ`;�i m o m,- a z o Y wo ooT w� p V w Q 6 m w Z N W W W J o N W F v _z Li 0 w w 1 2 f �- -\- - III^III IIIc _ - - - — W.I.C. A � � I \ MASTER/ BATH BEDROOM 2 BALCONY / \ 4 \ Ll � U f� ci MASTER BEDROOM BEDROOM 4 g N x w 0 F - N W.I.C. 3) 2x10 GIRDER TRUSS zxiu- 3) 2x10 \ \ SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" SQ. FT.: 1,190 u MASTER BATH DELUXE BATH '1' DELUXE BATH '2' R502.2.1 POST BEAM CONNECTION WHERE POST AND BEAM OR GIRDER CONSTRUCTION IS USED, THE DESIGN SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE. POSITIVE CONNECTION SHALL BE PROVIDED TO ENSURE AGAINST UPLIFT AND LATERAL DISPLACEMENT. IF FOUNDATION WALLS ARE PARALLEL TO FLOOR FRAMING, SOLID BLOCKING OR DIAGONAL BRACING MUST BE INSTALLED AT THE ANCHOR BOLT LOCATIONS IN THE FIRST TWO JOIST OR TRUSS SPACES NEED COMPLETE WEATHER PROTECTION BEFORE INSULATION 3-1/2" REFLECTIVE HOUSE NUMBERS APPLIED BEFORE FINAL INSPECTION HOUSE WRAP REQUIRED ON ALL STRUCTURES. PICTURES OF HOUSE WRAP INSTALLATION AND INSPECTION RECORD CARD MUST BE SUBMITTED TO THIS OFFICE PRIOR TO FINAL INSPECTION. DO NOT APPLY SIDING OR HOUSE WRAP UNTIL AFTER SHEATHING INSPECTION EAVE FLASHING/ICE DAM PROTECTION REQUIRED ON DWELLING PLUS ATTACHED FAVE FLAHSING INSPECTION REQUIRED. ALL HABITABLE SPACES REQUIRE 8% UGHT AND 4% VENTILATION MUST PROVIDE EGRESS WINDOW OF 5.7 SQUARE FEET ON THIS LEVEL MAXIMUM SILL HEIGHT 44 INCHES. 6'-8" MINIMUM STAIR HEADROOM. 34' TO 38" HANDRAIL HEIGHT. RETURN ALL ENDS TO POST OR WALL R303.4 STAIRWAY ILLUMINATION ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS. R314.8 UNDER STAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD. INSTALL INTERIOR SHEATHING ON ALL EXTERIOR WALLS BEFORE INSTALLING TUBS OR SHOWERS MUST PROVIDE NO -SCALD DEVICE AT TUB/SHOWER WATERPROOF BACKING 6' OVER TUB. PROVIDE PLUMBING ACCESS PANEL EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE WINDOW WITH A SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FLOOR AND SHALL PROVIDE NOT LESS THAN 5.7 SQUARE FEET OF OPENABLE AREA WITH NO DIMENSION LESS THAN 20"W -240H GUARD RAIL REQUIRED AT FUTURE DECK PATIO DOOR. FUTURE DECK RIMS INSTALL 2 LAG BOLTS 16" o.c. WITH FLASHING NOTE: ALL INT. & EXT. BEARING OPENINGS LESS THEN 4'-0" SHALL HAVE 2-2x10 HEADERS ALL OTHER HEADERS TO BE 3-2x10 UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. VERIFY ALL HEADER CHANGERS FROM THE LUMBER CO., TRUSS CO. AND/OR BUILDING OFFICIALS. ALL GIRDER TRUSS LOCATIONS ARE AT THE DISCRETION OF THE TRUSS CO. AND ARE TO BE STRUCTURALLY ENGINEERED. ALL LVL BEAMS ARE TO BE VERIFIED PRIOR TO CONSTRUCTION. NOTE: FIRST FLOOR TO HAVE 9'-1 1/8" RGH CLG HGT SECOND FLOOR TO HAVE 8'-1 1/8" RGH CLG HGT NOTE: WINDOWS ARE SINGLE -HUNG UNITS CALLED OUT BY SIZE (ADJUST AS REQ'D PER MAN'F) MECHANICAL ELECTRICAL NOTES ELECTRICAL NOTES PLACEMENT OF MECHANICAL COMPONENTS WILL BE DETERMINED BY BUILDING CODES AND MAY VARY FROM THAT SHOWN ELECTRICAL TO BE PROVIDED TO CODE. LOCATIONS OF OUTLETS MAY VARY FROM THAT SHOWN. UPGRADES AND ADDITIONS MUST BE SPECIFIED ON PLANS SMOKE DETECTORS TO BE INTERCONNECTED, HARDWIRED, WITH BATTERY BACK-UP. ONE PER LEVEL AND IN EACH BEDROOM 11/V1 111 1 I. . Intl \ / \ CANT. FLR TRUSS 1'-0' 1 (R-30 FLR INSUL.) y F- — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — ----------- 7 = 0 � 2) 11-7/8 LVL _- 2) 9-1/2 LVL 3) 2x10 /J5 SHELVES ,M0, OPTIONAL GAS D.V. FIREPLACE FLUSH GRANITE HEARTH GRANITE FACE WOOD MANTEL rn CARPET c5 VINYL UPGRADE: LAMINATE OGRADE: LAMINATE N N VINYL UPGRADE: WOOD1PGRADE: WOOD vl x UPGRADE: LAMINATEv GREAT ROOM m DINING N UPGRADE: WOAD 14/6 x 16/2 10/6 x 16/2 " KITCHEN = 9/0 x 16/2 2x4 BRG WALL 0 No. =HD RAISE LVL 2) 22002) 2200HDR H---h2)-1z LVL 2) 9-1/2 LVL j 5/0 ARCH 0 VINYL a UPGRADE: C.T. \ `� UPGRADE: LAMINATE- v VINYL UPGRADE: WOOD UPGRADE: C.T. 119 RATH UPGRADE: LAMINATE UPGRADE: WOOD - - N ENTRY � V 0 N N m 43 CARPET UPGRADE: LAMINATE UPGRADE: WOOD I I 3) 200 DENVINYL l 8/6 x 10/11 UPGRADE: LAMINATE J I I UPGRADE: WOOD L 5/8" TYPE 'X' FC SHEETROCK I FOYER TO RIDGE ON COMMON WALL I I I AND CEILING ____ ( EDGE 2nd FLR 2) 9-1/2 LVL 3) 200 — — EDGE 2nd FLR GIRDER TRUSS � I 1 I 1 (615 SF) GARAGE \ 2) 11-7/8 LVL 4" CONC. SLAB \ I I I 6x6 SUPPORT POST 16"x16" COLUMN ROOF TRUSS \ 20"x20" STONE COLUMN 24" D.C. I I FOYER ARCH DETAIL FIRST FLOOR PLAN SCALE: 1/4m = 1'-0" SQ. FT.: 1,072 / MASTER BEDROOM TRAY VAULT DETAIL 2) 11-7/8 LVL / MASTER BEDROOM BOX VAULT DETAIL 2) 9-1/2 LVL \ / rra 'z iN"' �w3oo` 2 W Q m rc W N m z m o��wz .3 rzNiFYo zaWrooz di w,>z o w 3�Fi��a mz3so�oo roWLLr3 N r ow�roQ wzs"�+wrc zonoiu o youriNw pmV�owsr yN �3��rwao m Q�mJ�i�x o m'"zQzu Y w m O O m o s m zwv mw� zow mr aaj=a>> N W u Z H�- O M v N o 00 LU Q 0 a ¢ > > > z LJ z a U- Z 0 N W u Z H�- O M W o z PRELIMINARY PLANS FOR: N CITY OF CHANHASSEN RECEIVED FRETHAM 15TH ADDITION JAN u 4 2013 CHANHASSEN PUNNING DEPT CHANHASSEN, MN PROJECT DIRECTORY GOVERNING SPECIFICATI❑NS1 1. THE MINNES❑TA DEPARTMENT ❑F TRANSPORTATION "STANDARD SPECIFICATIONS F❑R CONSTRUCTION" LATEST EDITI❑N & SUPPLEMENTS. 2. CITY ENGINEERS ASS❑CIATI❑N OF MINNESOTA (CEAM) STANDARD UTILITIES SPECIFICATIONS, (LATEST EDITI❑N) 3. ALL APPLICABLE FEDERAL, STATE AND L❑CAL LAWS AND ORDINANCE WILL BE COMPLIED WITH IN THE C❑NSTRUCTI❑N ❑F THIS PROJECT, 1 01/03/2013 PER CITY COMMENTS N CAMPION ENGINEERING NO, DATE DESCRIPTION SERVICES, INC REVISIONS At • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.D. Box 249 Maple Plain, MN 55359 Phones 763-479-5172 Fax, 763-479-4242 E -Mall: mcamplon@campioneng,com I hereby certify that this plan, specificat or report has been 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, 12/17/2012 Martin P. Campion -Llc. # 19901 Date: FRETHAM 15TH ADDITION LAKEWEST DEVELOPMENT CHANHASSEN. MN OWNER: LAKEWEST DEVELOPMENT CURT FREfHAM 15400 HIGHWAY 7 MINNETONKA, MN 55345 PH. 952.930.3000 EMAIL: CURTF®LWESTDEV.COM ENGINEER: CAMPION ENGINEERING SERVICES, INC. MARTY CAMPION 1800 PIONEER CREEK CENTER MAPLE PLAIN, MN 55364 PH. 763.479.5172 EMAIL: MCAMPION®CAMPIONENG.COM SURVEYOR PELLINEN LAND SURVEYING, INC. ry JEFF RAUSCH 7N 18486 202ND CIRCLE HUTCHINSON, MN 55350 PH. 320.587.4789 EMAIL: JRAUSCH®HUTCHTEL.NET LANDSCAPE ARCHITECT OUTWORKS DAN SJORDAL 1445 OREGON AV. NO. GOLDEN VALLEY, MN 55427 PH. 612.360.5757 EMAIL: DAN®OUTWORKSDESIGN.COM ENVIRONMENTAL CONSULTANT KJOLHAUG ENVIRONMENTAL MARK KJOLHAUG 26105 WILD ROSE LANE SHOREWOOD, MN 55331 PH. 952.401.8757 _MAiL: MKJOL®KJOLHAUGENV.COM INDEX SHEET ND, DESCRIP C❑VER SHEET 2 EXISTING C❑NDITI❑NS 3 PRELIMINARY PLAT 4 PRELIMINARY UTILITY PLAN 5 PRELIMINARY GRADING & EROSION CONTR❑L PLAN 6 PRELIMINARY TREE INVENTORY PLAN 7 ITREE CANOPY EXHIBIT 8 ILANDSCAPE PLAN COVER SHEET SHEET NO. 1 OF 8 SHEETS PROJECT NO; 12-024 12/17/12 I 0 ° I M I � I 0 a O . 0 z 7 O I � I E m O CB o M o o' o c m FES < - _Inv=985.23 - I I' B LAC K WALNUT GROVE DESCRIPTION III Lot F, Bardwell Acres, Lake Minnetonka, according to the plat thereof on file and of record in the I WET LAND office of the Register of Deeds in and for Carver County, Minnesota, excepting therefrom that part lying 001 AC N89°54'10"W 174.43 west of State Road No. 41. _ _-- I 0') a � a 00 p W � ° Q ° o1I FES to I Inv=994.53 I. o IB .11 1 < . 1 GB o C,3BENCHMARK - AREA = 2.29 Acres � 3 Top nut of Hydrant at intersection of Chaska Road and Melody Hill Road. C.3 1 ��s, FRANK R & THERESA M GUSTAFSON Elevation = 1016.82 (NGVD 1929) /P, ARDWE L ° ACRES AWE ACC3 06) r,3 ` / % a C.3 0 \ / �y RIM=1002.20 // tC\�O \� / Inv=995.9 C2 \ 75 I COO sw375 zz' AI RIM=1004.3 Q `\ / 0'a a� `'`�� Inv=998.6 1 _ \ \ - N�q1' S CB CB RIM=1004.22 d o\�\ ` CB Inv N -S=997. z `\n(�O� \� Y\\�\ \ Inv W=998.0 ' ` 1 >' OT I / / _ 4/ ,\ \ � �\�/ � � \Q / \ o a` j \ IM=1005.59 I = _ w, O -� \ CB 1 nv=1001.7 �! I q� r,° Well P i \ a k� I > C IJ I N rn 3 rf CD `\ e �Q Pc��i� \ 1 . RIM=1005 8 �l v' / l�� 6' OF�o� InvnN W=1001 _9 8.' I LAKE M3I N N EST® AKA �� \\ f`�i�aG \� > 6a0 C,3 33 P O O 6� `�- E G , \ LL O t O E N t 4 CL s \ ( 0 ,+3� I RIM=1009.34 m Inv W=1003.7 Inv E=1003.4 � RIM=1008.4 nv IN -S==1001'.5 Inv=1004. GBG W >I 75 A 0 '32" R 9.79 C H L=L II\ (no access 1 ��H \ R/W sign ,� G\Q TR=1021/0 11 I Inv=1003.13.29 ' 1 �6 R/W sign SS 9 ? 3 F cooa (c`co Q cy 1 ' 1 5PP 'b / M CB / <l / 0 ITR -1013.32 ' IM-1ryI 4.52 \J�\ Inv N -S=1008.0 -- Inv=1010.3 B ' E=1009.1- 1 ^ / ITIM=1014.9PP 1 Inv=1010.5 / JM 1015.45 FES Ir V=1010.55 /<1 nv=1010. / 0// 1 101/03/2013 PER CITY COMMENTS N CAMPION ENGINEERING NO. DATE DESCRIPTION SERVICES, INC REVISIONS At v5 �O �o 4S, "PO �b • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.D. Box 249 Maple Plain, MN 55359 Phones 763-479-5172 Fax, 763-479-4242 E-MaIL mcarlplon@cartploneng.com I hereby certify that this plan, specificat or report has been prepared by rte or under my direct supervision and that I art a duly licensed Professional Engineer under the laws of the State of Minnesota. Martin P, Campion -Llc, # 19901 Date) FRETHAM 15TH ADDITION LAKEWEST DEVELOPMENT CHANHASSEN, MN N 40 0 40 80 SCALE 1' = 40' LEGEND • Denotes iron monument found O Denotes iron monument set Mi -0 Denotes Manhole CBJ Denotes Catch Basin HYOD Denotes Hydrant PRO Denotes power pole ® Denotes sewer service ® Denotes curb stop + Denotes Sign (type noted) Denotes concrete surface Denotes B-6 curb & gutter -S-S- Denotes Sanitary Sewer -1-1- Denotes Watermain - > > Denotes Storm Sewer --811P -- Denotes overhead power line --e- -8 --e Denotes Access control ---- 998 -----___ Denotes existing contour line (2 foot contour interval) - - SETBACK LINE (ACCESSORY STRUCTURE) SETBACK LINE (PRINCIPAL STRUCTURE) - - - - - - DRAINAGE & UTILITY EASEMENT -- -- WETLAND NOTES: 1. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION 13ER SURVEY PREPARED BY PELLINEN LAND SURVEYING AND CITY RECORD PLANS. 2. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES. EXISTING CONDITIONS SHEET NO. 2 OF 8 SHEETS PROJECT N0; 12-024 DATE: 12/17/12 120 II ° 0 N 7 0 E z B LAC K WALNUT I _N89-54'10 10 D 174.43 m � � U I I POND REA = 0.03 ACLO 00 ap P — — Li Q I cD DWE I I I '5 — — — — 75 I I \ � � I ( 13 T F L .T".\ M I 0 0 \\ I ° U1 IAS` � o II 3 o I Po 0 J o I I rnmr - 45 c, E < ` � I w I 2 89 SF --- I -- 75 A 110 '32" R 9.79 L.L II R/w s I�6 o ZZ- /wi9n91 I ' ISS 96 I 10 I o PP / � 5 I / J �\CO I I dPP /</ I/ I / GROVE PRINCIPAL STRUCTURE SETBACK ACCFSSt7RY STRIICTIIRF SFTRACK DESCRIPTION Lot F, Bardwell Acres, Lake Minnetonka, according to the plat thereof on file and of record in the office of the Register of Deeds in and for Carver County, Minnesota, excepting therefrom that part lying west of State Road No. 41. nre"i i„.n�i ant at intersection of Chaska Road Road. 6.82 (NGVD 1929) 03/2013 PER CITY COMMENTS N CAMPION ENGINEERING TE DESCRIPTIDN SERVICES, INC vrvrcrnN4z At /'PO �O • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Mapte Plain, MN 55359 Phone 763-479-5172 Fax, 763-479-4242 E -Mail, mcampion@campioneng.com I hereby certify that this plan, specification or report has been 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. 12/17/2012 LOT TABULATION LOT GROSS AREA (SF) NET AREA (SF) 1 32,027 28,433 2 24,119 23,405 3 22,005 22,005 4 21,389 21,389 EXISTING ZONING RSF PROPOSED ZONING RSF LOT REQUIREMENTS MINIMUM LOT AREA 15,000 SF MINIMUM LOT FRONTAGE 90 FT MINIMUM LOT DEPTH (1) 125 FT (1)DOUBLE FRONTING LOTS (LOTS 2 & 3) ADD 10 FEET TO THE MINIMUM DEPTH Watermain X1:1A012 FRONT 30 FT REAR 30 FT SIDE 10 FT WETLAND BUFFER PRINCIPAL STRUCTURE 30FT ACCESSORY STRUCTURE 1 5F CHANHASSEN BUFFER WIDTH (MANAGE 2) 20 FEET N 40 0 40 80 SCALE 1' = 40' ■Z!]a►1l7 • Denotes iron monument found O Denotes iron monument set MHO Denotes Manhole CBD Denotes Catch Basin HYDD Denotes Hydrant PW Denotes power pole ® Denotes sewer service ® Denotes curb stop + Denotes Sign (type noted) Denotes concrete surface Denotes B-6 curb & gutter —S—S— Denotes Sanitary Sewer Denotes Watermain I > > Denotes Storm Sewer -- BIfP--- Denotes overhead power line —a Denotes Access control --e e— ---- 998 Denotes existing contour line (2 foot contour interval) NOTES: 1. WETLANDS DELINEATED BY: KJOLHAUG ENVIRONMENTAL SERVICES 2. EXISTING HOUSE TO BE RELOCATED TO LOT 4 FRETHAM 15TH ADDITION LAKEWEST DEVELOPMENT CHANHASSEN, MN - - SETBACK LINE (ACCESSORY STRUCTURE) SETBACK LINE (PRINCIPAL STRUCTURE) DRAINAGE & UTILITY EASEMENT -- -- WETLAND DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS+ II -—s II s ----I o I I o l II —1----JL----�---- BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT -DF -WAY LINES, AND BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT LINES, AS SHOWN ON THE PLAT, PRELIMINARY PLAT PROJECT NO: 12-024 SHEET NO. 3 OF 8 SHEETS DATE: 12/17/12 120 I ,CB L M 13 1 PER CITY COMMENTS II NO. I DATE I DESCRIPTION I N CAMPION ENGINEERING SERVICES, INC • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.D. Box 249 Maple Plain, MN 55359 Phone) 763-479-5172 Fax, 763-479-4242 E -Mail, mcampionecampioneng,com ILI BENCHMARK Top nut of Hydrant at intersection of Chaska RI and Melody Hill Road. Elevation = 1016.82 (NGVD 1929) • i nerepy certity inaZ finis pran, speclticati or report has been prepared by rte or under my direct supervision and that I aro a duly licensed Professional Engineer under the laws of the State of Minnesota, 12/17/2012 Martin P. Campion -Lic. # 19901 Date) CL PL VARIABLE FENCE 9. POSTS I �o _z a WYE PLUGGED EN 1/8 BEND 6" PVC SDR -26 PIPE MIN. SLOPE 1/4" PER FOOT w J 2"X2" MARKER SEE NOTE 2. PIPE DIAMETER MIN. SANITARY SEWER GRAVITY MAIN SANITARY SEWER SERVICE CONNECTION DETAIL SERVICES TO BE USED IN CONJUNCTION WITH PLASTIC PIPED SEWER MAINS FOR DEPTH OF COVER 16 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 6' HEAVY METAL FENCE POST NEXT TO 2 X 2 MARKER AND PAINT TOP 6" OF POST FLORESCENT GREEN. 3. CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4. ALL PIPE SHALL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER AGGREGATE (3114�9nHv). p UF C111 TYPICAL SANITARY mmm SEWER SERVICE REVISED: 3-09 ENGINEERING DEPARTMENT PLATE NO.: 2001 FILE NAME: G: ENG SPECS 2001 Street PL Variable 6' Metal Fence post denoting curb box. ; Top 6" painted blue. i Curb box with 1 1/4" standpipe and stationary rod i z Water Service 1 Type "K" Copper ^ 1"X1" Corporation Cock Concrete Block Support Water Moin NOTES: 1.Do not plug end 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 piece of piping, splices will not be permitted 4. Corporation cock to be 1" x 1" inside diameter. 5. Saddles required on 6" DIP or smaller mains and all mains and all mains 12" or larger. 6. Saddles when required shall be Ford style F202 double strap. 7. Stainless steel saddles required on all PVC watermain. W10F TYPICAL ��,�y�pp,�� WATER C SERVICE REVISED: 2-11 ENGINEERING DEPARTMENT PLATE NO.: 1005 FlLE NAME: G:\ENG\SPECS\1005 FRETHAM 15TH ADDITION LAKEWEST DEVELOPMENT CHANHASSEN, MN N 40 0 40 80 120 SCALE 1' = 40' NOTES: 1. EXISTING UTILITY INFORMATION PER TOPOGRAPHIC SURVEY PREPARED BY PELLINEN LAND SURVEYING AND CITY RECORD PLANS. 2.ALL WORK SHALL CONFORM TO THE CITY OF CHANHASSEN STANDARD SPECIFICATIONS AND DETAIL PLATES. 3.SEWER AND WATER SERVICE INSTALLATION MUST BE COMPLETED PRIOR TO THE CITY'S CHASKA ROAD OVERLAY PROJECT. WORK SHALL BE COORDINATED WITH THE CITY. 4.WATER SERVICES SHALL BE 1" COPPER WITH 1" CURB STOP AND BOX. 5.SANITARY SEWER SERVICES SHALL BE 6" PVC SDR — 26. 6.SERVICE LOCATION SHALL BE REVIEWED IN FIELD TO MINIMIZE TREE REMOVAL. 7.NEW SEWER AND WATER SERVICES SHALL BE INSTALLED TO SERVE LOTS 1, 3 & 4. LOT 2 WILL UTILIZE THE EXISTING SERVICES. &THE EXISTING VCP SANITARY SEWER SHALL BE CORE DRILLED AND A SADDLE INSTALLED TO CONNECT SERVICES. PRELIMINARY UTILITY PLAN SHEET NO. 4 OF 8 SHEETS PROJECT NO: 12-024 DATE, 12/17/12 I )CB RIM= Inv= CB 313 ;B I In O c E D m =1008., =1004. TF Inv N - Inv RIM 1( ction of Chaska Road 329) )RIFICE i• URE CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 MN. TOLL FREE 1-800-252-1166 GENERAL NOTES 1. EXISTING TOPOGRAPHIC INFORMATION PER PELLINEN LAND SURVEYING SURVEY. 2. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES. 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 4. THE CONTRACTOR MUST CONTACT ALL APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF EXISTING UTILITIES. IT SHALL BE THE RESPOSIBILITY OF THE CONTRACTOR TO RELOCATE ALL UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING GOPHER STATE ONE CALL (1-800-252-1166). 5. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 7. THE CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. 8. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTES AND INSPECTIONS WITH THE SOILS ENGINEER. 9. THE SITE HAS NOT NECESSARILY BEEN DESIGNED TO BALANCE THE ON-SITE MATERIALS. AFTER THE SITE GRADING IS COMPLETE, IF EXCESS SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL OFF-SITE IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES. 10. ALL DISTURBED UNSURFACED AREAS ARE TO IMMEDIATELY RECEIVE FOUR INCHES OF TOPSOIL, SEED AND MULCH AND BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 11. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE OR GUTTER LINE IF CURB. 12. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE ALONG MATCHING PAVEMENT AREAS AND/OR CURBS. —S LEGEND • O M HC CBS HYQD PRS S N 0 40 80 KALE 1' = 40' Denotes iron monument found Denotes iron monument set Denotes Manhole Denotes Catch Basin Denotes Hydrant Denotes power pole Denotes sewer service Denotes curb stop + Denotes Sign (type noted) Denotes concrete surface Denotes B-6 curb & gutter CAUTION NOTES THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002. DIRECTION OF RUNOFF FLOW 30' MIN 2' MIN 6' I ElOED pp��ST� MENT MIN /-S' MIN. LENGTH POST AT 4' MAX SPACING -GEOTE%TILE FABRIC -FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMED NATURAL SOIL 6F1 1MMIN I SILT FENCE DETAIL ❑ ❑ ❑ DENOTES SILT FENCE 120 1 101/03/2013 PER CITY COMMENTS N CAMPION Civil Engineering *Land Planning 1800 Pioneer Creek Center, P.D. Bax 249 ENGINEERING Maple Plain, MN 55359 SERVICES INC. Phone: 763-479-5172 I Fax: 763-479-4242 E -Mail: mcarlpion@cartploneng.cor, Denotes Sanitary Sewer EROSION/SILTATION CONTROL PRELIMINARY GRADING &EROSION CONTROL PLAN 1. ALL EROSION CONTROL AND SILTATION CONTROL WILL COMPLY WITH MINNESOTA'S Denotes Watermain BEST MANAGEMENT PRACTICES MANUAL AND REGULATIONS OF THE CITY. C SHEET N 0 . v OF 8 SHEETS 2. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING PAVEMENT, IN Martin P. Campion -Lic. # 19901 Date: TEMPORARY SEDIMENTATION BASINS, OR IN EXISTING STORM SEWERS OR SWALE'S — > > Denotes Storm Sewer SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED. 3. SILTATION AND EROSION CONTROL: THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION. CONTROL SHALL COMMENCE O. Denotes overhead power line WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNERS. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL a — e —a Denotes Access control DESIGN AND IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY, AT HIS/HER OPTION DIRECT THE CONTRACTOR IN HIS/HER METHODS AS DEEMED FIT TO PROTECT PROPERTY AND —___ 998 _______ Denotes existing contour line IMPROVEMENTS. ANY DEPOSITING OF SILT SWALES SHALL BE REMOVED AFTER (2 foot contour interval) EACH RAIN AND AFFECTED AREAS CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. THE SILT FENCES SHALL BE REMOVED AND THE SILT REMOVED FROM THE PONDING AREAS BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. 4. CONSTRUCTION SHALL PROCEED IN THE FOLLOWING SEQUENCE: a.INSTALL EROSION CONTROL MEASURES AND ROCK CONSTRUCTION ENTRANCE. - - - - SETBACK LINE (ACCESSORY STRUCTURE) b.CONSTRUCT TEMPORARY DRAINAGE DITCHES/SWALES/STORM SEWER. c.MAINTAIN EROSION MEASURE, I.E. SILT FENCE, ROCK CONSTRUCTION ENTRANCE. — SETBACK LINE (PRINCIPAL STRUCTURE) d.COMPLETE SITE GRADING TOLERANCING. e.INSTALL SEED AND MULCH ON AREAS THAT ARE NOT TO BE HARD SURFACES. — — — — — DRAINAGE & UTILITY EASEMENT 5. ALL CULVERT FLARED END SECTIONS SHALL BE ADEQUATELY PROTECTED BEFORE AND AFTER CONSTRUCTION UNTIL ALL DISTURBED AREAS ARE STABILIZED. __ __ WETLAND 6. STOCKPILE AREAS WHICH REMAIN ON THE SITE FOR MORE THAN SEVEN DAYS SHALL BE SEEDED, MULCHED, AND SURROUNDED BY SILT FENCE. 7. CONCRETE WASHOUT WILL NOT BE ALLOWED ON SITE. CAUTION NOTES THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002. DIRECTION OF RUNOFF FLOW 30' MIN 2' MIN 6' I ElOED pp��ST� MENT MIN /-S' MIN. LENGTH POST AT 4' MAX SPACING -GEOTE%TILE FABRIC -FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMED NATURAL SOIL 6F1 1MMIN I SILT FENCE DETAIL ❑ ❑ ❑ DENOTES SILT FENCE 120 1 101/03/2013 PER CITY COMMENTS N CAMPION Civil Engineering *Land Planning 1800 Pioneer Creek Center, P.D. Bax 249 ENGINEERING Maple Plain, MN 55359 SERVICES INC. Phone: 763-479-5172 I Fax: 763-479-4242 E -Mail: mcarlpion@cartploneng.cor, I hereby certify that this plan, specification or report has been prepared by rte or under my direct supervision and that I art a duly licensed Professional Engineer under the laws of the State of Minnesota, 12/17/2012C, FRETHAM 15TH ADDITION LAKEI/I/EST DEVELOPMENT CHANHASSEN, MN PRELIMINARY GRADING &EROSION CONTROL PLAN PROJECT NO 12-024 NO. DATE DESCRIPTION C SHEET N 0 . v OF 8 SHEETS DATE: 12/17/12 REVISIONS Martin P. Campion -Lic. # 19901 Date: 2Im= Inv= .40 ul Z) O C E _0 in TI N - Inv NO, I DATE 13 1 PER CITY C REVISIONS N CAMPION ENGINEERING At SERVICES, INC • Civil Engineering • Land Planning 1600 Pioneer Creek Center, P.D. Box 249 Maple Plain, MN 55359 Phones 763-479-5172 Fax: 763-479-4242 E -Maly mcamplon@camploneng.com TREE INVENTORY Tag# CODE INCH DIA. CONIF EST. HT. 10"+ DIA. SPECIAL DESIG. SAVE/REMOVE/OFF-SITE/COMMENTS AUSTRIAN PINE WOO WHITE CEDAR BWT BLACK WALNUT 170 ASH 101 WSP 16 35 YES BWT Bottom third of Lower Limbs dead by shade/vines 102 CSP 16 40 YES 7 Bottom third of Lower Limbs dead by shade/vines 103 CSP 14 40 YES Bottom third of Lower Limbs dead by shade/vines 104 CSP 14 40 YES NO Bottom third of Lower limbs dead by shade/vines 105 CSP 16 40 YES Bottom third of Lower Limbs dead by shade/vines SW CSP 15 40 YES 177 Bottom third of Lower Limbs dead by shade/vines 107 CSP 15 40 YES ELM Bottom third of Lower Limbs dead by shade/vines 108 CSP 13 40 YES 14 Bottom third of Lower Limbs dead by shade/vines 109 CSP 11 30 YES Bottom third of Lower Limbs dead by shade/vines 110 CSP 16 40 YES YES 111 CSP 13 35 YES 183 112 CSP 16 30 YES 184 NMA 13 114 WCD CSP _ 6;Y43 22 30 45 YES YES YES YES Bottom Half of Lower Limbs Dead. Twin Leaders. 115 BWT 12 186 YES 7 116 WCD 187 APL YES YES YES 117 BWT 14 24 YES YES Central Leader Dead. Funky Growth. 118 SMA 12 30 YES Shaded Growth to 12' --Past Umb Removed. 190 119 SMA 11 YES YES 191 CSP 120 i SMA 8 NO SMA 13 121 SMA 13 193 YES 10 122 SMA 16 ASH YES YES 123 SMA 16 16 YES YES Lower Branches Dead.Woodpecker,Vines, Salt Spray - ray.196 124 SMA 16 YES Birch Borer 197 125 SMA 13 NO YES 198 CSP 126 CSP 13 35 YES CSP one sided Dead Limbs 3/4 up. 127 ! CSP 20 45 YES YES One sided Limbed to 3/4 up. 128 ^� SMA 32 WSP YES YES Poor Structure. One Limb Remaining. Cut at 13' 129 BCH -' 13 NO YES Poor Health. Birch Borer. 130 BWT 20 35 YES 204 131 CSP 11 30 YES 205 Topped at 30 132 CSP 14 45 YES CSP 8 133 CSP 9 30 NO 10 35 134 CSP 9 30 NO YES 135 BWT 24 9 YES NO Base issues. Poor Structure 136 CSP 10 30 YES 211 137 BWT 28 YES YES 212 CSP 138 SMA 10 YES SMA 9 139 SMA 9 214 NO 14 140 BWT 18 SMA YES NO 141 SMA 8 10 NO YES 142 BWT 21 YES Trunk Dead. 218 143 BWT 18 YES YES 219 ELM 144 BWT 15 YES ASH 9 145 SMA 30 221 YES 16 146 CSP 8 30 NO YES 147 CSP 8 30 NO YES 148 ELM 9 NO 22S 149 SCP 18 45 YES 226 Dead Limbs 1/2 up Tree. Shaded. 150 SCP 16 45 YES ASH Dead Limbs 1/2 up Tree. Shaded. 151 SCP 18 45 YES 9 Dead Limbs 1/2 up Tree. Shaded. 152 SCP 13 40 YES Dead Limbs 1/2 up Tree. Shaded. 153 SCP 14 35 YES YES Dead Limbs 1/2 up Tree. Shaded. 154 WIL 13 YES 232 155 WIL 18 YES YES 233 ELM 156 WIL NO VES ELM 6 157 WIL 18 I3S YES 7 158 WIL 24 WIL YES 50% Dead. 159 ELM ...........�..>:c' ".,=:.F= 10 YES YES 160 ASH ui= '-" YES 161 ASH _ YES 162 BWT 9 NO 163 BWT 16 YES 164 BWT 18 YES 165 ELM 9 NO 166MPX 9 NO 167 MPX 14 YES 168 MPX 10 YES 169 ELM 10 YES I hereby certify that this plan, specification or report has been 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, 12/17/2012 Martin P. Campion -Lic. # 19901 Date: N A A 40 0 40 80 120 SCALE 1' = 40' Tag# CODE INCH DIA. CONIF EST. HT. 10"+ SPECIAL DIA. DESIG. SAVE/REMOVE/OFF-SITE/COMMENTS AUP AUSTRIAN PINE WOO WHITE CEDAR BWT BLACK WALNUT 170 ASH 14 SUGAR MAPLE VES BOX ELDER 171 BWT 71'1 ?. AMERICAN/SLIPPERY ELM YES HACKSERRY 172 ELM 7 WILLOW NO BIRCH 173 BWT 12 YES 174 BWT 8 NO 175 BWT 18 NO 176 BWT 20 YES 177 ASH 20 YES 178 ELM 20 YES Slippery Elm 179 ASH 14 YES 180 ASH 14 YES 181 ASH 12 YES 182 BWT 10 YES 183 NMA 13 YES 184 NMA 16 YES 185 BWT 9 NO Poor Growth Structure. 1/4 Dead. 186 APL 7 NO 187 APL .... ,_- ._._...._'i` YES 8" Limb is Dead 188 SMA 24 YES Central Leader Dead. Funky Growth. 189 WCD 16 30 YES Shaded Growth to 12' --Past Umb Removed. 190 ASH 11 YES 191 CSP 14 35 YES 192 SMA 13 YES 193 ASH 10 YES _ 194 ASH 10 YES 195 AUP 16 30 YES Lower Branches Dead.Woodpecker,Vines, Salt Spray - ray.196 196 BCH ..':,. ,.-, _ ___._.; YES Birch Borer 197 BCH 8 NO Poor Health/Shape. Mostly Dead. Cut at 10'. 198 CSP 16 40 YES 199 CSP 13 40 YES 200 MAS 10 YES Base of Trunk Unhealthy. Species Size Limit? 201 WSP 16 45 YES 202 CSP 13 35 YES Base of lower Trunk in Poor Shape, Disease/Beetle? 203 CSP 12 35 YES 204 CSP 10 35 YES 205 CSP 11 35 YES 206 CSP 8 35 NO 207 CSP 10 35 YES 208 SMA 10 YES 209 SMA 9 NO 210 SMA 8 NO 211 ASH 12 YES 212 CSP 12 35 YES 213 SMA 9 NO 214 SMA 14 YES 215 SMA 9 NO 216 SMA 10 YES 217 MPX _=' YES10" Trunk Dead. 218 BWT 12 YES 219 ELM 9 NO 220 ASH 9 NO 221 ELM 16 YES 222 ELM 14 YES 223 MPX_ = °"'' ��"-'- ..........,�__ YES 224 ELM 8 NO 22S MPX 19 YES Major Limb Dead. Structurally Unsound. 226 BWT 20 YES 227 ASH "16 .:: VES 228 BWT 9 NO 229 BWT 11 YES 230 BWT 24 YES 231 ELM 10 YES 232 BWT 14 YES 233 ELM 9 NO 234 ELM 6 NO I3S ELM 7 NO 236 WIL 48 YES NO 3/4 Dead. Hollow Base. 237 ASH 10 YES 238 BWT 25 YES FRETHAM 15TH ADDITION LAKEWEST DEVELOPMENT CHANHASSEN, MN KEY WSP WHITE SPRUCE CSP COLORADO SPRUCE SCP SCOTCH PINE AUP AUSTRIAN PINE WOO WHITE CEDAR BWT BLACK WALNUT ASH GREEN, WHITE ASH SMA SUGAR MAPLE MPX BOX ELDER NMA NORWAY MAPLE ELM AMERICAN/SLIPPERY ELM HKB HACKSERRY APL APPLE WIL WILLOW BCH BIRCH MAS MOUNTAIN ASH MULTI -STEMMED TREE PRELIMINARY TREE INVENTORY SHEET NO. 6 OF 8 SHEETS PROJECT N01 12-024 12/17/12 BASELINE CANOPY COVERAGE 60 0 60 120 180 SCALE 1' = 60' N 1 101/03/2013 1 PER CITY COMMENTS NO, DATE DESCRIPTION EXISTING SITE AREA = 2.29 AC WETLAND AREA = 0.06 AC NET AREA = 2.23 AC BASELINE TREE COVERAGE = 1.74 AC / 2.23 AC BASELINE TREE COVERAGE _ REQUIRED MINIMUM POST DEVELOPMENT COVERAGE _ N CAMPION ENGINEERING SERVICES, INC Ak 1.74 AC • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phones 763-479-5172 Fax: 763-479-4242 E -Mall: mcampion@camploneng.com i nereay certity tna-c tn:s pian, spec:t:cat, or report has been prepared by roe or under my direct supervision and that I aro a duly licensed Professional Engineer under the laws of the State of Minnesota, 12/17/2012 Martin P. Campion -Lic. # 19901 Date, POST DEVELOPMENT CANOPY COVERAGE EXISTING SITE AREA = 2.29 AC WETLAND AREA = 0.06 AC NET AREA = 2.23 AC POST DEVELOPMENT TREE COVERAGE= 0.93 AC 0.93 AC / 2.23 AC POST DEVELOPEMNT TREE COVERAGE = 42% REQUIRED 4% X REQUIRED CANOPY REPLACEMENT 2.23 AC X 1.2 = 4,662 SF NO. OF TREES: 4662/1089 = 5 TREES FRETHAM 15TH ADDITION LAKEWEST DEVELOPMENT CHANHASSEN, MN TREE CANOPY EXHIBIT SHEET NO. 7 OF 8 SHEETS PROJECT NO: 12-024 DATE: 12/17/12 I CE RIM: Inv TU 08. )04 TI N - Inv A U =u Planting Notes 1. CONTRACTOR SHAT CONTACT GOPHER 'ONE CALL" (651-454-0002 or 800-252-1166) TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE MCHTIECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA -GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE. PESTS, WOUNDS, SCARS. ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER STANDARD ANSI PUNTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10. PRIOR TO PUNTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FOUR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLOR/ROOT FOUR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS. 12, PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING. 13. WRAP ALL MAPLES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14. STAKING OF TREES OPTIONAL; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16. BACKFILL SOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BARROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS URGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. 17. FOUR INCHES OF SHREDDED HARDWOOD BARK MULCH SHALL BE USED MOUND ALL TREES WITHIN NRF AREAS. 18. SHREDDED HARDWOOD BARK MULCH 4" DEEP SHALL BE INSTALLED IN ALL SHRUB PLANTING BEDS. 19. DISTURBED MEAS WITHIN LANDSCAPE BUFFER AREA TO BE SEEDED WITH MNDOT NRF MIX UNLESS OTHERWISE NOTED. DISTURBED SODDED MEAS AROUND HOUSE PADS TO BE SODDED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX. ALL SOD MEAS SHALL BE PREPARED WITH 4' OF TOPSOIL AND RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEE CML PLANS FOR SEEDING AROUND NORTHERN POND AREA. 20. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PUNT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 21. REPAIR, REPLACE. OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 22. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. N A 40 0 40 80 Planting Details NO, KEY COMM❑N; BOTANICAL NAME SIZE TYPE COMMENTS LANDSCAPE PLAN PROJECT N0, 12-024 SWAMP WHITE OAK) QUERCUS STRAIGHT SINGLE LEADER; FIRST 3 SW BICOLOR 2.5 BB BRANCH AT 6'—OW 5 AB AUTUMN BLAZE MAPLE; ACER X 'JEFFERSRED' 2,5 BB STRAIGHT SINGLE LEADER; FIRST FREEMANII BRANCH AT 6'-0" 2 PC CLUMP FORM PROFUSI❑N CRAB 'PR❑FUSION' 6 BB THREE TRUNKS AT 8' MINIMUM; MALUS FULL FORM 7 AP AUSTRIAN PINE; PINUS NIGRA 6' BB STRAIGHT SINGLE LEADER; OPEN GROWTH; FULL FORM 3 SP SCOTCH PINE; PINUS 8 BB STRAIGHT SINGLE LEADER; OPEN SYLVESTRIS GROWTH; FULL FORM RED TWIGGED DOGWOOD; CORNUS #5 SPACE 5' OC 15 RD SERICEA 'BALEYI' 36 CONT 140'. DDLE 190. ;THERN -AND 15 SHRUBS) LANTINGS (5). SCALE 1' = 40' PRUNE OUT MISDIRECTED BRANCHES. LEAVE LEADERS INTACT. GUYING AND STAKING M MANDATORY FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES; TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2'%2' STAINED WOOD OR PANTED STEEL DEUNFATOR POSTS. PUCE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL SECURE TREE TO POSTS WITH 16' LONG POLYPROPYLENE OR POLYETHYLENE. 40 MIL. 1 Ii" WIDE STRAP. PLACE 4' DEPTH OF SPECIFIED MULCH OVER PLANT PDS — DO NOT PILE AGAINST TRUNK. FORM 3' DEEP WATERING BASIN. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL SCARIFY SIDES AND BOTTOM OF HOLE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDUNE WITH FINISHED SITE GRADE PRUNE OUT MISDIRECTED BRANCHES. LEAVE LEADERS INTACT. GUYING AND STAKING IS MANDATORY FOR ONE (1) YEAR ON AL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2X2' STAINED WOOD OR PANTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND MD OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16' LONG POLYPROPYLENE OR POLYETHYLENE. 40 MIL, 1 IS" WIDE STRAP. WHERE WRAPPING IS CALLED FOR: WRAP FROM CROUNDUNE UPWARD TO FIRST BRANCHES. PLACE 4' DEPTH OF SPECIFIED MULCH OVER PLANT PDS — DO NOT PILE AGNNST DRUNK. FORM 3' DEEP WATERING BASIN. BACKFILL PLANT PIT WITH SPECIFIED aWhMLL SOIL SCARIFY SIDES AND BOTTOM OF HOLE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. SOL MOUND . GROUNOUNE 120 V I/ VJ/LV IJ rr=r< I.II I L.vmIVlravl� 0or Dan S)ordal, ASLA Ch1amlore Pak %a um Dig" 4 v"""'""'°" PMS0rt Allem Na ,WIE VAbMN5U37612-W 757 I hereby certify that this plan, specification report has been prepared by me or under my direct supervision and that I na duly Ucensed Landscape Architect under the laws of the State of Minnesota, � #22321 Dan S for - _ II/20/2012 FRETHAM 15TH ADDITION LAKEWEST DEVELOPMENT CHANHASSEN, MN LANDSCAPE PLAN PROJECT N0, 12-024 NO. DATE DESCRIPTION SHEET N 0 . 8 0 E 8 SHEETS DATE, 12/17/12 REVISIONS