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Plansff m 0 N C v U 03 a i a - q) aJ C Oq 00 0 O 00 W O N X E O C 3 0 RED CEDAR POINT CHANHASSEN, MINNESOTA N 0 20 40 80 SCALE IN FEET I / f I J( 1 % i i l i 1 -. -._ ..... ..-. _.. __. _,.... new - a s Lake Minnewashta Ceder Poin iQ kerac�V a vu � J J 3 MAMA 3 SITE AND UTILITY PLAN I GRADING, DRAINAGE, AND EROSION CONTROL PLAN 5 TREE CANOPY COVERAGE PLAN i� w �a —ee�iy I i' I o0. n \ sG 4 atria p. trz A= u A Ia y i1 I PROJECT �� I J( 1 % i i l i 1 -. -._ ..... ..-. _.. __. _,.... new - a s Lake Minnewashta Ceder Poin iQ kerac�V a vu � J J 3 MAMA 3 SITE AND UTILITY PLAN "dao. GRADING, DRAINAGE, AND EROSION CONTROL PLAN 5 TREE CANOPY COVERAGE PLAN 1` w �a —ee�iy a 1. o0. n \ sG 4 atria p. trz A= u A Ia y PROJECT �� >t .7- LOCATION a �✓ U. OF M. ? LANDSCAPE ARBORETUM VICINITY MAP SCALE: I"=2000' SHEET INDEX NO. COVER SHEET 1 EXISTING CONDITIONS SURVEY 2 PRELIMINARY PLAT 3 SITE AND UTILITY PLAN 4 GRADING, DRAINAGE, AND EROSION CONTROL PLAN 5 TREE CANOPY COVERAGE PLAN 6 TREE INVENTORY AND PRESERVATION PLAN 7 �u DEVELOPER ESTATE DEVELOPMENT CORPORATION 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PH: 612-990-0666 CONTACT: TOM GONYEA EM: tom@landmn.com CONSULTANT ALLIANT ENGINEERING, INC. 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH: 612-758-3080 FX: 612-758-3099 LICENSE NO. 43480 EM: mrausch@alliant-inc.com SURVEYOR N DENNIS B. OL ..STEAD LICENSE NO. 18425 EM: dolmstead@alliant-inc.com ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com u— Ucense No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-15-119 CITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 218-0078 1 SHEET 1 Of 7 J A Ia to qJq li Z o p W LL z H It 5 cc W Q o 2 Z cn W LLj (n cc U < W WCC CC O IY c) U I herebyeerflfy that this plan, specification, or report w prepared by me or under my dlrecf supervlslon and that I a duly U-nseal PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE u— Ucense No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-15-119 CITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 218-0078 1 SHEET 1 Of 7 i /BW�950.65(P] � 1xv=9ao.zc-E(P1 \ 'VQQ�'VTa I I L _ L / 0 �R /\ 9NT, ---REFERENCE MONUMENT FOUND CARVER y�a�Hf qST\ 'PEO Cf0'44' (OEFOJ \ N89°30'54'E 698.98 -- -1r -- COINJTY C.1_M--_--_-- Y' - - - V - 670.00 /I A' X984.73 -NW COR. SEC. 8, T. 116, R. 23 ® ELECTRIC METER FOLWO CARVER y ado COUNTY CLM. W y M 88.81 163 9fiT 55 t 9 A29 5295 X9 i.7--- 16 RR OEC 962B5X 96718) �3--- ✓� 0 it, - 9 110 WPL'''jjjfff I X86-1:92- n X960 (i� W0 FENCE'18• 971.49 i7r1�Slx'�SERB ,,•-' / $ o fn 969.80. X9JO.8fi / 73. X927 X9Ta O X971.415 DDDasa4 n X970.827W20) .S) 97.259 9 .'- : -� -C.s�229-JX °\ ~f i /BW�950.65(P] � 1xv=9ao.zc-E(P1 \ 'VQQ�'VTa I I L _ L / 0 �R /\ 9NT, X963.)0= ra2� t � Ji962 y�a�Hf qST\ 'PEO Cf0'44' (OEFOJ \ • FOUND IRON MONUMENT • Y 3 n� C U Q '7 4•9PO966.>I 96404 X984.73 X9fi569 ,3[ ® ELECTRIC METER _'.. ,. p n� 24'528 9 '� �..•- 967.05/-/ 986.39 88.81 163 9fiT 55 t 9 A29 5295 X9 i.7--- 16 RR OEC 962B5X 96718) �3--- ✓� 0 it, - 9 110 WPL'''jjjfff I X86-1:92- n X963.)0= ra2� t � Ji962 /% X96;.63 ^••X/9833 796X18 • FOUND IRON MONUMENT 984. S2BI t .� / a� X98J.� 9f SPRIT . GAS 4•9PO966.>I 96404 X984.73 X9fi569 ,3[ ® ELECTRIC METER _'.. ,. STORM SEWER 69 1 2T• 966 0 X 52e9 988.48 10. YN'82 "r - �•,. 86aT/X 1./4• SPRIT - .-..,_, 967.05/-/ 986.39 88.81 163 9fiT 55 t 9 A29 5295 X9 i.7--- 16 RR OEC OS SANITARY MANHOLE 96718) �3--- ✓� 0 it, - 9 110 WPL'''jjjfff I X86-1:92- n X960 (i� W0 FENCE'18• 971.49 i7r1�Slx'�SERB ,,•-' / 1. !b 969.80. X9JO.8fi / 73. X927 X9Ta ® ELECTRIC BOX X971.415 DDDasa4 C X970.827W20) .S) 97.259 9 .'- : -� -C.s�229-JX °\ ~f X9A3 r2 5 _`.352�992 0a)=45 Fr�hOTEPX ry0�yyyprl/ - • �9 .82 X9899t9J2 9J2A� yy�X9 �el�r, eC(=3, I-STIXiV W000�' -t 10' ,\SN 1 L1 Fu NE 4- Xab2. 9' 1 TiRf£ RISERS-� aOPCWI FFEe9J4.T0 96x67-�4�`),C '• ss;saw REeAR 5]4] 97687 �yT.,g_.I.. 1.327 50 R u. X9o7.ee X96e.95 PISA 6 961193 '. 9]1.92'.... OECIE 3 h -. 961.)0 L ( E4,2Lg15] " Met-/ 9.47 4 X98190 12 7.25 5339 h 959 ��'4-cF /-/-998.92X X X 2 x067.96 X98859 '° 970.06-1-IpEIAINING 6 ��e614 -�Y.. 859.31 B`(wl I XseY.m I . l / :.2 fio� .. _.`._..,.. 2 `•,�!n e67 .. X959.524 '� ` r-9' Fl.lt (/(��j'iTL pETA9t ~`..,,.., : � h o4f X9S9.28� $5378 _x955.99 12• r�1�27 A9T'.. -wN1 �J y 5365 5367 96153 �1 y a., �l4,Q I / •, �� � 5379 96a P 60 ; 536e6^EWE ---- o-� ;W REBAR rby (/�y�}53T2 ., - X9s6.83 qy 4Q, z REBA ,5369 1%I��/12+7ASx �F/' 14 95x WLWRTr1 / roq f�"t1'c19' //2ry 1� 953.14X IN7g�..°W �r�J.68 i°91 qf Xsazoe / FD IP 953.27) ED) X953.31... e-Xn55.91 FD IP. / 41 / Xsun 0.6 NW 5t'X95A03 \V __WEST LINE OF ---A POINT DISTANT 1093.4 FEET ' NORTH OF SOUTH LINE OF �.- _ GOVERNMENT LOT 3 ------570------1 GOVERNMENT LOT 3 86712) \T CIO Q NpR<E5. '219 1.39 / RBTNNING / Wi sa / ry------------ 1.14 =----- 1.34 /�--------y fia8>I B / / / i/ EXCEP TION ------------ (DESCRIBED ------- -- (DESCRIBED IN C.O.T. NO. 5187 AND NOW PART OF SEARLES ADDITION) /a /ry1 Yl\ k A 11 r 1 I -/- r/ 1 A //1ry / I I I I l I l 1 1 11\ 1 / 1-1 L/ L/ 1 I 1\/ 1 V 588°42'54"W 168.90 _ � / 1 � LEGAL DESCRIPTION The land referred to in this Commitment is situated in the Count of Carver, State of Minnesota, and it described as follows: That part of Government Lot 1, Section 8, Township 116 North, Range 23 West, Carver County, Minnesota, described as follows: Commencing at the Northwest corner of said Section 8; thence North 89 degrees 19 minutes 20 seconds East along North line of said Section a distance of 870.0 feet; thence South 7 degrees 49 minutes 20 seconds West a distance of 720.0 feet to the centerline of Red Cedar Point Road; thence South 66 degrees 51 minutes 10 seconds East along said centerline a distance of 222.0 feet to a point distant 576.4 feet Northwesterly of the East Line of said Government Lot 1, as measured along the centerline of said Red Cedar Point Road, said point being the actual point of beginning of the tract of land to be described, and which point is also the Northeasterly corner of that tract of land described in the first description appearing in Book 51 of Deeds, Page 894, office of the Register of Deeds, Carver County, Minnesota; thence continuing South 66 degrees 51 minutes 10 seconds East along said centerline of Red Cedar Point Road a distance of 197.0 feet thence South 13 degrees 15 minutes 40 seconds West a distance of 254.25 feet; thence North 77 degrees 42 minutes 10 seconds West a distance of 211.69 feet more or less to the Easterly Line of said tract as described in said Book 51 of Deeds, page 884; thence North 16 degrees 42 minutes 50 seconds East along said Easterly Line a distance of 292.17 feet more or less to the actual point of beginning and there terminating. Excepting therefrom that part taken for Red Cedar Point Road. Except all that part of the above described land lying Easterly of the West line of the tract of land described in Certificate of Title No. 5187, Files of Registrar of Tilles, Carver County, Minnesota, which tract of land is described as follows: All that part of Government Lot 1, Section 8, Township 116 North, Range 23 West, described as follows: Commencing at the Northwest corner of said Section 8; thence east on the North Line of said Section a distance of 670 feet to the center of Glencoe Road; thence South 8 degrees 56 minutes West along the center of Glencoe Road for a distance of 713.4 feet to the intersection of the center line of said Glencoe Road with the center line of Red Cedar Point Road; thence South 65 degrees 56 minutes east long the center line of said Red Cedar Point Road a distance of 619 feet to the initial point of beginning of the land to be described; thence South 33 degrees 25 minutes west for a distance of 210 feet thence North 90 degrees 00 minutes west 166.90 feet to a point; thence northeasterly on a line having a bearing of North 16 degrees 10 minutes east a distance of 273.77 feet; more or less, to the center of line of said Red Cedar Point Road; thence southeasterly on the center line of said Red Cedar Point Road a distance of 224.17 feet, more of less, to the place of beginning, all in Carver County, State of Minnesota, excepting that part taken for the said Had Cedar Point Road. Torrens Property Tor ens Certificate No. 37556.0 NOTES 1. This survey and the property description shown herein are based upon information found in the commitment for title insurance prepared by Custom Home Builders Title, LLC as issuing agent for Stewart Title Guaranty Company, Commitment no. HB -37163, dated April 15, 2018. 2. The locations of underground utilities are depicted based on information from Gopher State One Call system for a "Boundary Survey locate". The information was provided by a combination of available maps, proposed plans or city records and field locations which may not be exact. Vern all utilities critical to construction or design. 3. The orientation of this bearing system is based on the Carver County coordinate system NAD83(86). 4. All distances are in feet. 5. The area of the above described property is 44,584square feet or 11.023 acres. S. Bench Mark. TNH on the Northwest comer of the intersection of Red Cedar Point Road and Red Cedar Cove has an elevation of 964.49 feet. Datum's assumed. 7. Survey related exceptions set for in Schedule B, Section Two of the title commitment. Terms and conditions of Easement in favor of Village of Chanhassen, as created in document dated February 28th, 1973, filed April 23, 1973, as Document No 18336. 0 15 30 60 SCALE IN FEET LEGEND • FOUND IRON MONUMENT c GAS ® AIR CONDITIONER D SANITARY SEWER ® ELECTRIC METER » STORM SEWER ® GAS METER I WATERMAIN OS SANITARY MANHOLE E UNDERGROUND ELECTRIC Q CURB STOP ou OVERHEAD UTILITY ® ELECTRIC BOX -X FENCE MAIL BOX FENCE ® CABLE BOX 0 CONCRETE -O- POWER POLE -D GUY POLE 0 GRAVEL SURFACE o SPOT ELEVATION %6(p) BITUMINOUS SURFACE PLAN ELEVATIONS DECIDUOUS TREE 0 CONIFEROUS TREE 0 15 30 60 SCALE IN FEET A � 1 N �2 0 x ui of0 10 20 40 SCALE IN FEET PARCEL AREA TABLE PARCEL L PARCEL AREASF AREA AC -L 131-1-1 20,417 0.469 LP .' BI L2 L , 23,572 0.541 ROW Ro 695 0.014 TOT TOTAL 44,584 1.024 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: I I 5 5 0 --J tNOTTO SCALE t Being 5 feet in width and adjoining lot lines nd 10feet in width and adjoining right dway lines, unless oth.rni.. indicated on the plat, LEGEND: PROPERTY LINE LOT LINE RIGHT OF WAY — — — — — — — EASEMENT LINE — — — — SECTION LINE 17,7-777:7'7�7.' DRAINAGE AND UTILITY EASEMENT • FOUND IRON MONUMENT ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com Data License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-15-18 CITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO; 218-0078 3 SHEET 3 of 7 cn I -- a. Z Z C) LL V) LL1 — O. LL Z cc ccW 0 z z Lu VVI) L) 1 :1 :3 a z LULu WCC cc cc (-5-112. (L 7hereby certify that this Ric or report wo. prepared by me or under my direct supervision and that I am . duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, RE Data License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-15-18 CITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO; 218-0078 3 SHEET 3 of 7 wAiER Tyier No. 6860 7.5' Minimum cover required Mueller No. H-10361 0.014 ACRES over top of water moi.. Baby-Sta-Croix No. B-5160 Pravda Vclve Stem Risers 2 NET DENSITY In To Within 4" Of The Surface CROP LL RSF - SINGLE FAMILY RESIDENTIAL DISTRICT If The RSF - SINGLE FAMILY RESIDENTIAL DISTRICT EXISTING LAND USE The Top Nut Nut Of The Volvo To PROPOSED LAND USE RESIDENTIAL LOW DENSITY The Surface Is Greater Thon 8'. Grade - --r top to 3/4" below Tyler No. 6860 26" grade. Box to be set to Mudier No. H-10361 26" provide 12" of adpatmwL - Bibb Ste -Croix No. VB502 27" TOP Tyler No. 6860 Mueller No, 14-10357 Tyler Bibby-5ta-Croix 8-5001 Gale valve be., sae. type, Na 5918" 1 3 piece, 5 1/4shaft, size Na 60 Mueller No. 58 iq` G box. 7'-6 extended, 06 round base 39 20' WBibb e-CroixN0. N. 57 9" Gat. Vol. Adopter. 1/4" V8521 No. 58 14' Steel With Protactiae EX0 Ul Gtl W522 No. 59 20" Coating, 1/2" Rubber VE523 No. 60 26" Gasket Installed 8eteseo The Data Valve And Gate Valve Adapter. Tyter No. 6860 65" Mueller No. 14-10361 65" Clow, Mueller or BRiby-Ste-Croix No. V8516 60" Approved Equal Resiliont Wadge Valva Conforming to AWWA Valve and Box to be BOT.T plastic wrapped per C-509 Stondords Wth Stainless Steel Nuts section 2.03. & 1301ts and 2" j 8ronza Operoting Nut. flxiE 8'x8"x16" Concrete Bbek trklOF TYPICAL GATE VALVE '�I AND BOX INSTALLATION ENGINEERING DEPARTMENT 1006 c: P;. VARIABLE I I 9' M t I METAL TEE POSTS INSTALLED FROM INVERT TO Y ABOVE FINISH GRADE TOP 6" PAINTED 1 - GREEN. [L 3' OVERLAP ON IEE POSTS lO r ` S -WYE PLUGGED END S 1 r-4* 1Ef&EE SEND a1 "a PVC SPR -26 PIPE MIN. SLOPE 1/4" PER FOOT SERVICE MAI1KEP �1r3 PIPE OJAMETER MIN, ($EE NOTE /2; SAKTTARY SEWER 4RAV1TY MAN ia?Cs i. SO V'£N- WELD ALL JOKM (NDN GACiETED) 2. WYE". SAtv:TART SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN TE SAVE 'REK"CII. INSTALL A HEAVY METAL TEE POSTS FROM INVERT TO S ABOVE flN X112 GRADE NPD PANT TOP 6" OF POST FLORESCENT GREEN PAINT. 3. CLEANOUT REOUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE L?(4'EE?S W FEET 4, ALL PIPE SHALL BE BEDDED ON GRANULAR BEDDING (3149.2-F) OR COURSE FILTER ACGRECATE mill TYPICAL SANITARY SEINER SERVICE MR=® ( LESS THAN 16' DEEP) y ,s � � I ENGINEERING DEPARTMENT "ATE NO.' 2001 e 0 10 20 40 SCALE IN FEET -REMOVE AND REPLACE PAVEMENT AS NECESSARY FOR SERVICE INSTALLATION.' PAVEMENT SHALL BE REPLACED WITH EQUIVALENT PAVEMENT SECTION - �.I qFo EX. 8" PVC SANITARY SAN WYE f2+56 IE 0MAIN3 �, © EX. 10" HDPE WATERMAIN IE O R/W 950 950.1 ,�/ ' ` : ,, -�., EX. SANITARY AND WATER SERVICES FOR LOT 1 TO REMAIN PROPOSED SANITARY t/ / AND' WATER SERVICES �.. / CBE 1.5 FOR LOT 2 SAN. -6" PVC SDR 26 / , / i. !WAT -1" TYPE "K" / g0' COPPERIf / 11 q/ / IfIf IF / // / / EXISTING GAREAGE TO BE REMOVED / / / MIN IE 951.9 / / / / e9"44' / / / - EXISTING HOME/ / REAMAIN / / 2 � / If If If /SAMPLE / FOOTPRINT If If / If / / i Bf/1 PROTECT EXISTING / RETAINING WALL / / / EXISTING PORCH AND / DECK TO BE REMOVED / / SITE PLAN DATA: GROSS AREA 1.024 ACRES ROW DEDICATION 0.014 ACRES NET BUILDABLE AREA 1.010 ACRES PROPOSED DWELLING UNITS 2 NET DENSITY 1.98 UNITS/NET ACRE EXISTING ZONING RSF - SINGLE FAMILY RESIDENTIAL DISTRICT PROPOSED ZONING RSF - SINGLE FAMILY RESIDENTIAL DISTRICT EXISTING LAND USE RESIDENTIAL LOW DENSITY PROPOSED LAND USE RESIDENTIAL LOW DENSITY PROPOSED MINIMUM LOT WIDTH AT FRONT SETBACK 80.75 FT (LOT 1) PROPOSED MINIMUM LOT WIDTH AT FRONT SETBACK 90 FT (LOT 2) LOT DATA TABLE 60'x 60' MINIMUM PAD AREA SETBACKS * ALLOWABLE ** BLOCK LOT (SF) ------- IMPERVIOUS FRONT REAR (SF) 1 1 1 20,417 3030 5,104 1 2 23,572 30 30 5,893 * SIDE SETBACKS, SEE TYPICAL LOT DETAIL ** 25% MAXIMUM IMPERVIOUS/LOT PER CITY OF CHANHASSED DEVELOPMENT REGULATIONS TYPICAL LOT DETAIL NOT TO SCALE LEGEND: F -FULL BASEMENT`S/ L -LOOKOL7 W - WALKOUT -nENnTES PAD AREA SAMPLE FOOTPRINT DENOTES TYPICAL DRAINAGE AND UDLDY FJSEMENIS UNLESS OTHERWISE SHOWN ON THE PLAN. - - - - - - - - - EASEMENT LINE BUILDING SETBACK PROPERTY LINE LOT LINE ROW - - --- EXISTING OVERHEAD UTILITY -- - -- EXISTING GAS -- EXISTING SANITARY SEWER -- -- ------- EXISTING WATERMAIN PROPOSED SANITARY SEWER PROPOSED WATERMAIN UTILITY NOTES: 1. EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. 2. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 3. ALL UTILITY WORK WITHIN THE R.O.W. SHALL COMPLY WITH THE CITY OF CHANHASSEN ENGINEERING GUIDELINES. 4. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. 5. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT 'TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL" LATEST REVISION, FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. 6. THE CONTRACTOR SHALL CONTACT THE SEWER AND WATER DEPARTMENT 24 HOURS PRIOR TO ANY PUBLIC SEWER/WATERMAIN CONNECTION. 7. SANITARY SEWER SERVICES SHALL BE INSTALLED PER CITY OF CHANHASSEN SPECIFICATIONS AND DETAIL PLATES. 8. WATERMAIN SERVICES SHALL BE INSTALLED PER CITY OF CHANHASSEN SPECIFICATIONS AND DETAIL PLATES. 9. TYPICAL LOT SERVICES: SAN - 6" PVC SOLVENT WELDED SDR 26 (SEE DETAIL 2001) WAT - 1" TYPE "K" COPPER (SEE DETAIL 1006) 1 6 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com I— z F) EL cc Q 0 W U W cc z a. J z Q W H I hereby —tify that this plan, specification, or report was Prepared1 by me or under my supervision pervision and that I am a duly LLcensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-15-18 CITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 218-0078 I' v SHEET 4 of 7 ti 0 10 20 40 1 SCALE IN FEET GRADING NOTES: 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 2. ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.0%. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00%. 3. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF—SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND WATERSHED. 4. NOTIFY GOPHER STATE ONE CALL, AT (800) 252-1166, 48 HOURS PRIOR TO START OF CONSTRUCTION. 5. ALL IMPROVEMENTS TO CONFORM WITH CITY OF CHANHASSEN CONSTRUCTION STANDARDS SPECIFICATION, LATEST EDITION. 6. ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. 7. REFER TO GEOTECHNICAL ENGINEER FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 8. STRIP TOPSOIL IN ALL DISTURBED AREAS PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE. 9. IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 4" TOPSOIL 10. THE GENERAL CONTRACTOR MUST DISCUSS DEWATERING PIANS WITH ALL SUBCONTRACTORS TO VERIFY REQUIREMENTS. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, CONTRACTOR SHOULD CONSULT WITH EROSION CONTROL INSPECTOR AND ENGINEER TO DETERMINE APPROPRIATE METHOD. nF\/FI nppp. ESTATE DEVELOPMENT CORPORATION 15250 WAYZATA BOULEVARD, SUITE 101 WAYZATA, MN 55391 GRADING LEGEND: P ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com H z 0 a 0 w U ID W cc a 0 0 N W z z LV 1n a x z a x U J Q m J a J Z cc a z W cc a z a J CL J O F_ Z O U Z O O I, LU 0 z Q LL O a z a 0 z 0 Q O I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH. PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-15-18 CITY SUBMITTAL I PROJECT TEAM DATA DESIGNED: MPR DRAWN: MPR PROJECT NO: 218-0078 M SHEET 5 of 7 R R ET£wT10NR El£VAIgN 2�_ 957. EXISTING CONTOUR 789 PROPOSED CONTOUR •6244 Og14A PROPOSED SPOT ELEVATION —2-02% DIRECTION OF DRAINAGE WWALK OUT EASEMENT LINE PROPERTY LINE SETBACK LINE LOT LINE — — — RIGHT—OF—WAY — — — — — — — — TREE PROTECTION LIMITS GREG PRE GRE SF GREG SILT FENCE P ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com H z 0 a 0 w U ID W cc a 0 0 N W z z LV 1n a x z a x U J Q m J a J Z cc a z W cc a z a J CL J O F_ Z O U Z O O I, LU 0 z Q LL O a z a 0 z 0 Q O I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH. PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-15-18 CITY SUBMITTAL I PROJECT TEAM DATA DESIGNED: MPR DRAWN: MPR PROJECT NO: 218-0078 M SHEET 5 of 7 Ig T 0 Li v d 0 c ii N Ul d t N C 00 CD 0 03 X 0 EXISTING CANOPY COVER 0 15 30 60 SCALE IN FEET I 1-(.Fr\In EXISTING CANOPY COVERAGE PROPOSED CANOPY COVERAGE TO REMAIN ': 9,ecrcia- Hage Het A— A Css 1' _ __- --."ds:. :1 1tE', 43.933 3Lfg 8 Dam? f .a;yEasesg 4; 19,EC4 .-21 C Ree 0353 D PraarsAJ Car3a!' C.—P 3L% 03w Oiff--9sle*-"* oxdfaosay E 0—r.,r.&AsgeucdC.-nC—go alp -.__, =D -C F-371 .:&d =E'12 'rtes Asgoind farAdarosbi've= Ino G F/1,689 d(Sah Nsw7me=1{B9af Rwfoaeral5m -034 root a A.,:.=d ALLIANT ENOINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-ine.com H z O IZ a 0 LU U W cc J a IM a J a J a z LL a z J LU cc d z Q a Lu 0 a Cr LU 9 O U a O z a U LU LU F I hereby certify that this plan, specification, or report was preparedby me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK BAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-15-18 CITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 218-0078 SHEET 6 Of 7 C to cV T N t a / a cc 0 X E 0 3 0 o` v- , =7 c 9 po�N t i / -4 / , - G 15'93 R _ \ f / T 1 3 FIR l / . 5249 i tr /...,�. . BiRIf ,- f t / _ ...... '... 4 4 5299 i // „e• ASM 33,6 , �( i / //. 1 Ln� . - 5]41 <• ,. ,..... .., i/ � i/ � �� / Z aT / f 1_a.... 7 •. 0 Q Rfl 966 / / 5]39 / 1 ` / /`• . , � b \ / / / � � � 6191• CFD / / .../ ,All l I9 B.LrC 153B7 I 1 1 l / I .. ._/._ ../ 12 NNE PINEIf I 20' / �. / / / saes /'. 121 ,,. _ I N T J/ 0 10 20 40 SCALE IN FEET TREE PRESERVATION NOTES: 1. BEFORE ANY CONSTRUCnON OR GRADING OF DEVELOPMENT PROJECT IS TO OCCUR, A TREE PROTECTION FENCE (AT LEAST 4 FEET IN HEIGHT AND STARED WITH POSTS NO LESS THAN EVERY 5 FEET) SHALL BE INSTALLED AROUND THE DRIP UNE OF WOODED AREAS, THE DRIP UNES OF EXISTING TREES TO BE PRESERVED OR AT THE PERIMETER OF THE CRITICAL ROOT ZONE (WHICHEVER IS GREATER). SIGNS SHALL BE PLACED ALONG THIS FENCE UNE IOENEFYING THE AREA AS A TREE PROTECTION AREA AND PROHIBITING GRADING BEYOND THE FENCE UNE THIS FENCE MUST REMAIN IN PLACE UNTIL ALL GRADING AND CONSTRUGnON ACTMTY IS TERMINATED. 2. NO EQUIPMENT, CONSTRUCTION MATERIALS OR SUL MAY BE STORED WITHIN THE DRIP LINES OF ANY SIGNIFICANT TREES TO BE PRESERVED. 3. NO ENCROACHMENT, LAND DISTURBANCE. GRADE CHANGE. TRENCHING. FILLING. COMPACTION OF CHANGE IN SOIL CHEMISTRY SHALL OCCUR WITHIN FENCED AREAS PROTECTING SIGNIFICANT TREES. 4. CONTRACTOR TO PREVENT THE CHANGE IN SOIL CHEMISTRY DUE TO CONCRETE WASHOUT AND LEAKAGE OR SPILLAGE OF TOXIC MATERIALS, SUCH AS FUELS OR PAINTS. S. DRAINAGE PATTERNS ON THE SITE SHALL NOT CHANGE CONSIDERABLY CAUSING DRASnC ENVIRONMENTAL CHANGES IN THE SOIL MOISTURE CONTENT WHERE TREES ARE INTENDED TO BE PRESERVED. 6. DEAD, DISEASED OR DYING SIGNIFICANT TREE WERE NOT INCLUDED AS PART OF THE EXISTING TREE INVENTORY. 7. NO SIGNIFICANT TREES SHALL BE REMOVED UNTIL THIS TREE PRESERVATION PLAN IS APPROVED BY THE CITY OF CHANHASSEN. TREEINVENTORY T— PT O8H.(4f) COMMONNAME REMOVE IMNMMOVE NORTHING EASTTNG NOTES 5287 24 MAPLE EXISTING TREE (OFFSITE) M M ®®m ISEUS1355 538152519 SILT FENCE 5289 4 SPRUCE 185963.816 98139.342 N'4TSIGNIFICA.NT 52% 4 SPRUCE 165976.961 538142091 NOTSIGNIFICANT 5291 4 SPRUCE 18599571 538146582 NOTSIGNIFICANr 5252 8 PLW If 8 16EO37.915 538173341 NOTSIGNIFICANT 5289 15 FIR Y. 15 185980181 538177.324 5234 10' FIR X 16 185967846 538178048 5295 15 FIR �X i5 185961679 98188679 5296 22 BIRCH 7, 22' 185971:83 94787216 5291 L CEDAR K 39 185912,55E 53MMS8i - 5234 I& FIR X 1$ 38S935655 98235528 -S?55 10 ASH Y it 185930994 -'BMG738 . 5330' 12. BIRCH 538281884 5301. 27 MAPLE -- --- _1859=3.336 185365005 98295.461 53002 19 SPRUCE ]85943.269 535275186 53..^3 BUSH CEDAR 1$5993.16 98286026 NOTSIGNIFICANIT 5339 27 MAPLE 185865.478 98229316 5340 . 9 ASH .4 9 185841791 98140-08 NorsicNIFicANr 5341 9 ASH X " 9 IP SH CrI3 5381.36484 NOTs[GwFh:ANr 5344 12 ASH '>E 12 165679.025 ' 98133.016 5343 12" ASH X 12 085882 l 5385.42527 '..5354 12 FIR X 12: 19SEGC 447 53SIM133 5356 9 ASH —.499 98142327 NOTSGNIFICINT 5357 12 PINE 385838&33 98128586 5365 12 FINE 185818,177 9815&154 5366 8 ELM 185895.804 98167.53 NOTSIGNIFICANT 5367 8 ELM 18581316^ 98170758 NOTSIGNIFICANT 5368 20 ASH ME03321 98170.363 5389 7 ELM 385792032 96170.516 NOTSIGNIFICANT 5370 9 PINE 185&%.6 538184051 NOTSIGNIFICANT 5371 27 ASH 185822564 538186.04 5372 12 ASH 185793359 98388385 F5419l 12 FINE 185885415 538108269 1 5452 1 BUSH 1 CEDAR I I I 185859.63 I 5382m.83 I NOTSIGNIFICAWr j LEGEND ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com shereby certlfyy 1 p.cif'ccycn, or e prep -ed t by me dd1r.0, p—i.i- duly LTcen. PROFESSIONAL EN ws the laf the MINNESOTA Z J a J Z 0 C Q G F- M cc W cn N JLU a a J � Q Z Z } O Q Z Z W W LU LU Ir ILL relit thTss or de plan, pun Gmy y cnd thGi I ed 31NEERunder c itate f MARK RAUSCH. PE Oct. Uc.n.e No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-15-10 CITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 218-0070 7 SHEET 7 of 7 �1sza EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED �T1524 1524 t EXISTING TREE (OFFSITE) M M ®®m TREE PROTECTION LIMITS/ SILT FENCE ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com shereby certlfyy 1 p.cif'ccycn, or e prep -ed t by me dd1r.0, p—i.i- duly LTcen. PROFESSIONAL EN ws the laf the MINNESOTA Z J a J Z 0 C Q G F- M cc W cn N JLU a a J � Q Z Z } O Q Z Z W W LU LU Ir ILL relit thTss or de plan, pun Gmy y cnd thGi I ed 31NEERunder c itate f MARK RAUSCH. PE Oct. Uc.n.e No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-15-10 CITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 218-0070 7 SHEET 7 of 7