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Preliminary Plat Plans 11x17W t0 O� 0 OENOTE5 I/2 INCH BY 14 INCH IRON PIPE MOAN/MENT 5ET ANO MARKED BY LICENSE NUMBER 24992. • DENOTES FOUND OPEN END I/2 INCH IRON PIPE MONUMENr UNLESS OTHERWISE NOTED. DRAINAGEAND UTILITYEASEMENTS ARE SHOWN THUS. I I I I I I I I 51 IS I I I I 0 n BEING IO FEET IN WIDTH AND ADJOINING RIGHT OF WAY UNG5 AND 5 FEET IN WIDTH AND ADJOINING LOT LINE -5. UNLE55 OTHFRWISE SHOWN F:tsu Aeach addition - --"2-11-6— adddion - c—AfINAL PLAT-8819IA— FOR THE PURPOSES OF THIS PLAT THE EAST LINE OF LOT 2, BLOCK 1, LEACH ADDITION IS ASSUMED TO BEAR NORTH 01°1538" WEST. SCALE IN FEET COMER ADDITION KNOW ALL PERSONS BY THESE PRESENTS: That Richard Comer, single, owner of the following described property situate in the County of Hennepin, State of Minnesota, to wit: Lot 2, Block I, LEACH ADDITION, Carver County, Minnesota. Has caused the same to be surveyed and platted as COMER ADDITION and docs hereby dedicate m the public for public use forever the easements for utility and drainage purposes as shown on the plat. In witness whereof said Riclterd Comer, single, has hereunto set his hand this day of , 20 By Richard —C.— STATE omerSTATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of , 20 , by Richard Comer, a single person Signatum of Notary Notary Public, (Nortary's Printed County, Minnesota My commission Gregory R. Pmsch do hereby certify that this plat was prepared by me or under my dimer supervision; that 1 am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey: that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year, that all water boundaries and wet lands as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of 20 Gregory R. P— h, Land Surveyor STATE OF MINNESOTA Minnesota License No. 24992 COUNTY OF HENNEPIN This instrument was acknowledged before me on this _ day of. 20_ by Gregory R. Pmsch Signature of Notary Notary Public, (Nortary's Printed County, Minnesota My commission expires City Council, City of Chanhassen, Minnesota This plat of COMER ADDITION was approved and accepted by the City Council of the City of Chanhassen. Minnesota, at a regular meeting thereof held this day of , 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505-03, Subdivision 2. City Council, City of Chanhassen By By County Surveyor, Carver County, Minnesota Pursuant to Minnesota Statutes, Sec. 395, Minnesota Laws of 1971 this plat has been approved this _ day of. 20_ Brian E. Paske, County Surveyor By County Auditor/Treasurer, Carver County, Minnesota I hereby certify that the taxes payable in and prior years have been paid hit land described on this plat. Dated this day of , 20 Laurie Davies, County Auditor I Treasurer By County Recorder, Carver County, Minnesota I hereby certify that the within plat of COMER ADDITION was Filed this day of , 20, ato clock_M. as Document County Recorder CITY OF CHANHASSEN RECEIVED ,IAN Q 4 2013 CHANHASSEN P ®� n � � CANNING DEPT LAN❑ S A-- I— 6 ENG'1tl )Iso, M" eapd�sJMmnes —28 0eme.1— --------- 30 ; n I n I o I I _ I 30 I I I ' I OENOTE5 I/2 INCH BY 14 INCH IRON PIPE MOAN/MENT 5ET ANO MARKED BY LICENSE NUMBER 24992. • DENOTES FOUND OPEN END I/2 INCH IRON PIPE MONUMENr UNLESS OTHERWISE NOTED. DRAINAGEAND UTILITYEASEMENTS ARE SHOWN THUS. I I I I I I I I 51 IS I I I I 0 n BEING IO FEET IN WIDTH AND ADJOINING RIGHT OF WAY UNG5 AND 5 FEET IN WIDTH AND ADJOINING LOT LINE -5. UNLE55 OTHFRWISE SHOWN F:tsu Aeach addition - --"2-11-6— adddion - c—AfINAL PLAT-8819IA— FOR THE PURPOSES OF THIS PLAT THE EAST LINE OF LOT 2, BLOCK 1, LEACH ADDITION IS ASSUMED TO BEAR NORTH 01°1538" WEST. SCALE IN FEET COMER ADDITION KNOW ALL PERSONS BY THESE PRESENTS: That Richard Comer, single, owner of the following described property situate in the County of Hennepin, State of Minnesota, to wit: Lot 2, Block I, LEACH ADDITION, Carver County, Minnesota. Has caused the same to be surveyed and platted as COMER ADDITION and docs hereby dedicate m the public for public use forever the easements for utility and drainage purposes as shown on the plat. In witness whereof said Riclterd Comer, single, has hereunto set his hand this day of , 20 By Richard —C.— STATE omerSTATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of , 20 , by Richard Comer, a single person Signatum of Notary Notary Public, (Nortary's Printed County, Minnesota My commission Gregory R. Pmsch do hereby certify that this plat was prepared by me or under my dimer supervision; that 1 am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey: that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year, that all water boundaries and wet lands as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of 20 Gregory R. P— h, Land Surveyor STATE OF MINNESOTA Minnesota License No. 24992 COUNTY OF HENNEPIN This instrument was acknowledged before me on this _ day of. 20_ by Gregory R. Pmsch Signature of Notary Notary Public, (Nortary's Printed County, Minnesota My commission expires City Council, City of Chanhassen, Minnesota This plat of COMER ADDITION was approved and accepted by the City Council of the City of Chanhassen. Minnesota, at a regular meeting thereof held this day of , 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505-03, Subdivision 2. City Council, City of Chanhassen By By County Surveyor, Carver County, Minnesota Pursuant to Minnesota Statutes, Sec. 395, Minnesota Laws of 1971 this plat has been approved this _ day of. 20_ Brian E. Paske, County Surveyor By County Auditor/Treasurer, Carver County, Minnesota I hereby certify that the taxes payable in and prior years have been paid hit land described on this plat. Dated this day of , 20 Laurie Davies, County Auditor I Treasurer By County Recorder, Carver County, Minnesota I hereby certify that the within plat of COMER ADDITION was Filed this day of , 20, ato clock_M. as Document County Recorder CITY OF CHANHASSEN RECEIVED ,IAN Q 4 2013 CHANHASSEN P ®� n � � CANNING DEPT LAN❑ S A-- I— 6 ENG'1tl )Iso, M" eapd�sJMmnes —28 0eme.1— II I I I I_ 191:e \ I ` I ` I— o, h i l l z ;,kU\ 1 I\ x I I Adj--,.3 Owner: Red Cedar Cove To—hare I \\ PO Bax 1191 Exce/sor, MN I \\ \ \ P operty Zoned: PURR \ \ Planned Umt DeveL/Resrdentizl Dist. I \ 96 s \\ Adj—.q Owner. Bernard t Helen Leach 3830 Red Cedar P nt Rd Property Zoned: 5mgle Famdy Kesidentral `\ 1 948.8 I Adjrn g Owner: 948.6 I Roane Revocable Lrwng T st I I 3738 thckoy Road I I P oileeFUDR I I- Plznned Unrt De DevelL/Reside l Dist. I I I 1 r Adlacent Owner;^`•il • <- •-, •" '_1 Gary 6 Marsha Stolt 3734 Hickory Road � 1) HICKORY ROAD II v1'I I I a I I am Adjacent Owner: s; I Patock Goraman I 3737 Hickory Road) t°I I 3�1 I o'a I omI I �I A 4t —.9 I CCC�� `9e lolw=s3r4or��(,� I a I �I 952.9 \J Garage I gi\g.> ' " �Seeff,A 11V ,red Hirkham Read • - s 1 = \ •• ,. I'n 1 - v Adjacent Owner: o E/zabeth Novak r N 7210 Jumper =966.8 09.9 L O T I N ----"9 I L I _ I AdjaeentOwner: I = L7zvton Burke 3750 Red Cedar P nt Road 2 I I 968.9 _ I _ & (Umited Otainage a10 I " \ \ \ \ \ \\\b 8 Uhtity Easem �- I 30 I WL -- I/ 4J2.B 1X02 N69, Adjacent Owner: Kathleen Rousar 3&41 Red cedar P—t Road Adjacent / David F Ruth Wagner / \ / 383 / Red Cedar Point Road / \ / \ I Adjacent P opertres�� ee _ -4 Adjacent Properties Zoned: / single F mdy Reser nt— — — 5ngle Famiy F"O"bal Adjacent Owner: , ` _ Adjacert Owner: / / Michael # Cynthia Wenner Hrwdi Ann Marx / 3801 Red Cedar Point Road I I 3755 Red Cedar Pant Rozd PROPOSED DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: I I I I IS I I I I I I 5: I I I I O o Road tog -a W y BEING l D FEET 1N WIDTH AND ADJOIN/NG R/GHT OF WAYLINES AND 5 FEET /N WIDTH AND ADJOIN/NG LOT LINES. ONLE55 OrHERWl5E 5HOWN. CITY CE CHANHASSEN RECEIVED JAN 0 4 2019 CHANHASSEN PLANNING DEPS' W.Is or beadigs is assumed Legend of Symbols & Abbreviations VICINITY MAP no scale Property located in Section 8, Township 116, Range 23, Caner County, Mmoosom. PRELIMINARY PLAT PREPARED FOR: JERRY CONE 6320 Minnewashta Wood Drive, Excelsior, MN Legal Description Lot 2, Block 1, LEACH ADDITION, Carvcr County, Minneaota- 11 Zoning & Development Information ZONING CLASSIFICATION AND STANDARDS. Current and Proposed Zoning - RSF Single -Family Residential Setback Requirements per Zoning Ordinance: Main Structure Only Front - 30 feet Interim Side -10 feel Rear - 30 feet (refer to City Code for mom specifics) Minimum Lot Requirements: Lot Area -15000 sq.fl Lot Width - 90 feet Lot Depth -125 feet Building Requirements Building Height - 3 stories or 35 feet. Maximum Lot Coverage - 25% PROPOSED LOT INFORMATION Proposed Number of Lots = 2 Area of Lot 1. Block 1 = 23139 sq.fl Area of Lot 2, Block 1 = 23140 sq -ft Area of Right of Way dedication = N/A sq -ft Developer: Owner: Colson Custom Homes Richard Comer 216 Water Street 3800 Red Cedar Point Road Excelsior, MN 55331 Excesior, MN 55331 Attn Rodney Colson 612-275-8871 Miscellaneous Notes MN / Title commitment showing property description and encumbrances of record not provided - Survey subject to change with proper documentation and per County maps portion of Kirkham Road appears to have been vacated but ownership not danrled. MN 2 Address: 3800 Red Cedar Point Road, Excelsior, MN 55331 PID No. 254100020 MN 3 Total Area of Parcel = 46279 sq -11 MN 4 Benchmark: Centerline of RCP culvert at the invert of Gleapron on the downstream end towards the lake. Culvert is connecting a small pond with Minnewashta Lake, located at Landings Drive & Minnewashta Parkway, NE of 6541 Minnewashta Parkway, Excelsior. Elevation = 944.81 feet MN 5 Dimensions shown subject to change with approval of final survey. MN 6 Underground utility locations information from City. Locations are only approximate, contact Gopher State One Call prior to any excavation 651454-0002 MN 7 Propedy located in Zone "X" I- area of minimal flooding) per FEMA map 2700510058, effective dale July 2, 1979. ill PRELIMINARY PLAT COMER ADDITION CITY OF CHANHASSN, CARVER COUNTY, MN certify that this plan, specification, m report was prepared by me or under my direct supervision and that I am a duly Licensed Land Prepared By: Surveyor under the laws of the Stale of Minnesota. Prepared Octol-24, 2018. DEM A RC LAND SURVEYING 6 ENGINEERING sgnee Of 73rGAv— nh I—)5663093 Min ea r, Mmnemtas692a pemardncmm G ,Minn. Reg. No. 24992 File No. F.B. No. 1104-38 inv. 88191 ':\survel-1, addlhon - c —I,- I -c ev,,omer addition rver\rmI _'y Plat 88191 .dwg I� I m It u 1 I It Adjoimrg Owner: `1 I Red cedr Cove rownhome ROBot l8/ \ \ P,,verty7oned: PUDR \ \ Planned Un/t Deve/opmenGResrdentia% O/%L \ \ \ n Adjomng Owrsrz `�. B1- 4* Helen Lezch// 3,530 Rc`Q Cedar Pomt Rd -- Property Zoned. sngle Pn•,/.y ReS,denri�l 4`1 26• 9>, ` \ 974.9 ` 8' 9-1 WI Adjo, nq Owner: Ronne Revocable L,wng 3738 Hickory Road Property 2—,d- PUDR Planned U t Devel./Re� 949 2 2r 2a. m z st. Frame �ry lUo.3739 24.0 N N/03,' 954 ben cue to ` 955.0 i T 12 \ r 9544 ,8 I I ,i 11 li VI- I 94Bs I � >_ AdJacent Owner'I Y I • L- •-' •• , •-, I ^ ' I Gary C Ma/sha Stolt Lst. I i I 3734 H.ck vy Road -��Menhde perdam / \ Llan. J ___ 1 /ICKORY ROAD A 0.ene� t✓v 1 13 � I I 1 o vD I °jacenr tZw er: 'P Gorman X3737 H,ckor� Road s I 'lnv= 140 (per F,. I `\ \I �I I r 952.9 I / _ _ - 970--�' x7/3 INV \� 2 Nss Adjzcent Owner_?T Kzthleen Roesar / \ ' 7� 'vc's fi,� 384 / Red Cedar Point Rozd Adjacent Owner / David t Ruth Wzgner / 3831 Rett Cedzr o nt Road Adjacent Properties'Z� / Smgle FamAy Res�� ntial Adjacent Owner Michael f Cynthia W nor / 3,501 Red Cedar Pmt Road I . / I Garage , 9530 ` - SOUM fine of Vacated Ki Bhatti Road 74, 151—beth Novak •yi'�c 72/OJ�r 0" / 1 \ -- LOT 2I a) ! >I I I I ' I� I = as ton Burke _ _ - 970--�' x7/3 INV \� 2 Nss Adjzcent Owner_?T Kzthleen Roesar / \ ' 7� 'vc's fi,� 384 / Red Cedar Point Rozd Adjacent Owner / David t Ruth Wzgner / 3831 Rett Cedzr o nt Road Adjacent Properties'Z� / Smgle FamAy Res�� ntial Adjacent Owner Michael f Cynthia W nor / 3,501 Red Cedar Pmt Road I . / I I Adjacent Owner: Heid, Ann Mare 3755 Red Cedar Pomt Rozd I CITY OF CHANHASSEN RECEIVED JAN 0 4 2019 CHANHASSEN PLANNING DEPT ba:5 ofbeariNa is aced 11 Legend of Symbols & Abbreviations 0 59cc1 Ft O Denotes iron Manwnent 5et • Denotes iron Monwr , F .d j Light Hyd ant jY Power Pole ® ® Cztcl, assets ® ManhWe xOL1J.0 Denotes b,5t ng L7 vatron VICINITY MAP no scale J T � SITE j Property located in Section 8, Township 116, Range 23, Career County, Minnesota. PRELIMINARY PLAT PREPARED FOR: JERRY CONE 6320 Minnewashta Wood Drive, Excelsior, MN Legal Description Lot 2, Block 1, LEACH ADDITION, Carver County, Minnesota. Zoning & Development Information ZONING CLASSIFICATION AND STANDARDS: Current and Proposed Zoning - RSF Single- Family Residential Setback Requirements per Zoning Ordinance: Main Structure Only Front - 30 feel Interior Side - 10 feet Rear - 30 feet (refer to City Code for more specifics) Minimum Lot Requirements: Lot Area - 15000 sq.ft Lot Width - 90 feet Lot Depth -125 feel Building Requirements Building Height - 3 stories or 35 feet. Maximum Lot Coverage - 25% PROPOSED LOT INFORMATION Proposed Number of Lots = 2 Area of Lot 1. Block 1 = 23185 SUM Area of Lot 2, Block 1 = 23094 sq.ft Area of Right of Way dedication = N/A sq.ft Developer: Owner Colson Custom Homes Richard Comer 216 Water Street 3800 Red Cedar Point Road Excelsior, MN 55331 Excesior, MN 55331 Attn Rodney Colson 612-275-8871 Miscellaneous Notes MN / Title commitment showing property description and encumbrances of record not provided. Survey subject to change with proper documentation and per County maps portion of Kirkham Road appears to have been vacated but ownership not clarified. MN 2 Address: 3800 Red Cedar Point Road, Excelsior, MN 55331 PID No. 25-4100020 MN 3 Total Area of Parcel = 46279 sq.ft MN 4 Benchmark: Centerline of RCP culvert at the invert of theapron on the downstream end towards the lake. Culvert is connecting a small pond with Minnewashta take, located at Landings Drive & Minnewashta Parkway, NE of 6541 Minnewashta Parkway, Excelsior. Elevation = 944.81 feet MN 5 Dimensions shown subject to change vath approval of final survey. MNG Underground utility locations mlormatmn from City. Locations are only approximate, contact Gopher State One Call prior to any excavation 651454-0002 MN 7 Property located n Zone"X' (an area of minimal floodingl per FEMA map 270051005B, effective date July 2, 1979 PRELIMINARY PLAT GORIER ADDITION CITY OF CHANHASSN, CARVER COUNTY, MN Prepared By: DEMARC LAND SURVEYING 6 ENGINEERING 0631560.3093 Mi eapolisaMinneso�aNOdh 55028 Demarclnuram File No. add,hon - I cer0ly that this plan, specRcetion, a report was prepared by me or under my dinner supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Prepared October 24, 2018. . GregdM R. Fxasch, Minn. Reg. No. 24992 F.B. No. 1104-38 inv. 88191 Garage , 9530 ` - SOUM fine of Vacated Ki Bhatti Road ''� 151—beth Novak •yi'�c 72/OJ�r 0" W I �O—'---_ -- a) � I ' ' I = as ton Burke 968.9 -`_ 3750 Red Cedar Po 1, Rozd `\ I 30 1 I ' I \ I 1 I Adjacent Owner: Heid, Ann Mare 3755 Red Cedar Pomt Rozd I CITY OF CHANHASSEN RECEIVED JAN 0 4 2019 CHANHASSEN PLANNING DEPT ba:5 ofbeariNa is aced 11 Legend of Symbols & Abbreviations 0 59cc1 Ft O Denotes iron Manwnent 5et • Denotes iron Monwr , F .d j Light Hyd ant jY Power Pole ® ® Cztcl, assets ® ManhWe xOL1J.0 Denotes b,5t ng L7 vatron VICINITY MAP no scale J T � SITE j Property located in Section 8, Township 116, Range 23, Career County, Minnesota. PRELIMINARY PLAT PREPARED FOR: JERRY CONE 6320 Minnewashta Wood Drive, Excelsior, MN Legal Description Lot 2, Block 1, LEACH ADDITION, Carver County, Minnesota. Zoning & Development Information ZONING CLASSIFICATION AND STANDARDS: Current and Proposed Zoning - RSF Single- Family Residential Setback Requirements per Zoning Ordinance: Main Structure Only Front - 30 feel Interior Side - 10 feet Rear - 30 feet (refer to City Code for more specifics) Minimum Lot Requirements: Lot Area - 15000 sq.ft Lot Width - 90 feet Lot Depth -125 feel Building Requirements Building Height - 3 stories or 35 feet. Maximum Lot Coverage - 25% PROPOSED LOT INFORMATION Proposed Number of Lots = 2 Area of Lot 1. Block 1 = 23185 SUM Area of Lot 2, Block 1 = 23094 sq.ft Area of Right of Way dedication = N/A sq.ft Developer: Owner Colson Custom Homes Richard Comer 216 Water Street 3800 Red Cedar Point Road Excelsior, MN 55331 Excesior, MN 55331 Attn Rodney Colson 612-275-8871 Miscellaneous Notes MN / Title commitment showing property description and encumbrances of record not provided. Survey subject to change with proper documentation and per County maps portion of Kirkham Road appears to have been vacated but ownership not clarified. MN 2 Address: 3800 Red Cedar Point Road, Excelsior, MN 55331 PID No. 25-4100020 MN 3 Total Area of Parcel = 46279 sq.ft MN 4 Benchmark: Centerline of RCP culvert at the invert of theapron on the downstream end towards the lake. Culvert is connecting a small pond with Minnewashta take, located at Landings Drive & Minnewashta Parkway, NE of 6541 Minnewashta Parkway, Excelsior. Elevation = 944.81 feet MN 5 Dimensions shown subject to change vath approval of final survey. MNG Underground utility locations mlormatmn from City. Locations are only approximate, contact Gopher State One Call prior to any excavation 651454-0002 MN 7 Property located n Zone"X' (an area of minimal floodingl per FEMA map 270051005B, effective date July 2, 1979 PRELIMINARY PLAT GORIER ADDITION CITY OF CHANHASSN, CARVER COUNTY, MN Prepared By: DEMARC LAND SURVEYING 6 ENGINEERING 0631560.3093 Mi eapolisaMinneso�aNOdh 55028 Demarclnuram File No. add,hon - I cer0ly that this plan, specRcetion, a report was prepared by me or under my dinner supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Prepared October 24, 2018. . GregdM R. Fxasch, Minn. Reg. No. 24992 F.B. No. 1104-38 inv. 88191 1 IN X 2 IN X 24 IN LONG WOODEN STAKES. STAKES SHALL BE DRIVEN THROUGH THE STRAW SEDIMENT BACK HALF OF THE SEDIMENT CONTROL LOG CONTROL LOG AT AN ANGLE OF 45 DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM. 45' FLOW EXISTING GROUND BACKFILL AND COMPACT SOIL FROM TRENCH ON UPGRADIENT SIDE OF SEDIMENT CONTROL LOG PLACE SEDIMENT CONTROL 81N -101N EMBEDMENT DEPTH LOG IN SHALLOW TRENCH SPACE BETWEEN STAKES SHALL BE A (1 IN - 2 IN DEPTH) MAXIMUM OF 1 FT FOR DITCH CHECKS OR 2 FT FOR OTHER APPLICATIONS. BIOROLLS C1 NOT TO SCALE 'S 1 MIN L=NG-liSTEEL PUSI _ M LEN l STFE� PVST AT 6 FT MAX. SPA NC SCE T XPL I. RI,. fi FT A A INC C#OTEXPL£ rA3P.10 PL __ ZIP TES ` 36 NIDE j 3E•' k`OE I.'3R3d " . / (5A 16. MJF PES / c_Aro w -� 6" / ixa- w SIRE COMPACTIA: ZONE A:IH TAMPED ON' FLOW I kA.0 F_CMi 1 = — n E'MIN.^ LMACH iN �i-m ISP'iN - S:LT FENCE, MACHINE SLICED(' SILT FENCE, HEAVY DUTY= EE AT 6 FT+.M�rSPACING _ -SE IEXTILE WDE FA6P.IC I L IIJ STAPLES FABPoC ANCF'GtA:;< TEENCE. BACKFILL ��'v'll Ta TAME -EC NATJRAL SGL �- z SILT FENCE 'C BE PLACED ^l 5 , • ON CCNI'�.%;N. SEE A ED-ow VIN. Ap10 LNG1H CP,IrRIA BcLOW 1 SILT FENCE, PREA.SSENIBLED-t"O2 It I .,LpR sLopl �SLaPE CR.ACE MAX LENGTH .—.� LE55 PIAN 2% -00 FEET _...----_ 2 - S. R 50 FEET 5 -152 :FEET Nares: 10 - 20 X 25 FEET SILT ;ENC: PER MNOOT SPECS. SCURCE 230' SPE ATER THAV 237 -5 FEET Os_ SPECS. 2573 x 3896. LCCATION OF SILT FENCE T. P -A -L Are- F,.— Sheet Flow Mcximum Coninbutmg t _:,,: 1 hrr" FOR S=DIMF.N T: CGN TRGL 51OPE VA.RiABLSIRA6LE 4LT FENCE NEAR TC, OF SLOPE fA;-SCE OF EONS'TRJOTON LOW S� / LocnnoN of SILT FENCE �+�* FOR PEP,EMI-ER CONTROL uAl ouloi' SILT Lhos 4 3 FENCE P.E.':SEC: 3-12 �P_ATE NC:: ENGINEERING DEPARTME•^F 530G FILE 31AME�G: \Fl:G\SPECcl`v300 SEDWI NT TRAP MANUFACTURED BY WIMCO,LLC.SH,.*AKOPEE, M=., ESS BROS., CORCORAN, MN. OR EQUAL 5PFrF,C4PC S AVD .S-A'DARF/S DEDUN LDla75 us: �;;�.:r � ...•«:smn. sm eMN.. _ ..� F L -b r�, urs aax..lnc_ _ -_ -...-s.. .,uT:.• F 3x MO _#CG?3 : fA7 r QVL sRCW 1 - CEN'!ER GY 77ER AS.'c£N&r OVERROW Z - MIP 01 I -OW BOK / !0" ?Eq ASof&y 1L .:i=-23 WT✓-FL7W ,40,FLOW Fl,9*C NOl'!'S: 1. CLEAN FILTER MEDIA AFTER. EACH RAIN EVENT AND RE -LACE 1= FILTER IS CL REMO WITH SEDIMENT. m'.` _.n_._.~Y—.A 2. REMOVE JEOR��Sr/SEDi:AENT FROM RECEPTACLE AIDER ICH RAIN _DENT. Ittt MY OF I �4-CH BASIN MENT RAP -77-7 Nc.: FILE 'UMEc�E�c`ssPEcs�sw-n ENGINEERING DEPARTMENT5.;C2r. � A 0.5' � NON- STRUCTURAL FILL 20.0' MIN 32, VARIES 10' BEYOND FUTURE FOOTINGS OS TOPSOIL SUITABLE BEARING SOIL (TYP.) 60' PADS 28' S�RXE I X y�OQ 2.3' TO SUBGRADE 0.5' TOPSOIL ENGINEERED FILL PLAN WALK -OUT ELEVATION FULL BASEMENT WALK -OUT (FBWO) C 1 NOT TO SCALE �eNV� i PJAyC � SSD' S 1"-2" CLEAN CRUSHED ROCK 6"Mii1.pEP'IH F(u? ROCK 10"MIN.DEPTH FOR WOODCHIPS cry�'�S 18" MINIMUM CUT OFF BERM TC MINIMIZE RUNOFF FROM SITE FiL-ER FABRIC i NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO S10P MUD M-GF:'A RON THROUG-I POCK. ROCK �T{I CONSTRUCTION � ' L'l'.11'�1lit aEN RAMC= ReasEc 1-10 "TENGINEERING DEPARTMENT I PLATE YO.: 5zUl FltE ^NMCC \ENC\SFEwia%Ot _ __,! R.O.W. 3'---17' VARIES COMPACTABLE FILL 0.5' TOPSOIL I SUITABLE BEARING SOIL (FYP.) CITY OF CHANHASSEN RECEIVED JAN 0 4 2019 CHANHASSEN PLANNING DEPT 6 DESIGNED BY: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS REVISIONS _ JAP PREPARED BY ME OR UND R MY DIRECT SUPERVISION AND THAT I AM A ENGINEER R THE LAWS OF THE STATE ® w A PROJECT: 88191 A DRAWN BY: OF MINCENSEDPROFESSI OF MINNESOTA. JERR`! CONE LEACH ADDITION JRD LANG SURVEYING 8 ENGINEERING 6320 MINNEWASHTA WOOD DRIVE 3800 RED CEDAR POINT DETAILS SHEET NO. i CHECKEDBY: VJEFFREYA.P SC ,P.E. 760173RD AVENUE N, BROOKLYN PARK, MN 55428 EXCELSIOR, MINNESOTA 55331 CHANHASSEN, MINNESOTA Cl OF C2 - GRP DATE: 12.05.18 LIC. NO.: 52706 PHONE: 763.560.3093 FAX: 763.560.3522 —.De... IRc.Wm T III Lake M1nnewashta SI.B 1950 \ (Impaired Water) I 9481 I A- \ \ R I 949.9 1 I II I \\ Q> �I - 949 HICKORY ROAD S8 T20" E 108.tl5 0.3 949.6 Pde 5 `I \946.0 I \ 60.7 ' ^ I I 954.2 \ 1 552 \\\\ I \ 2 I I \ I 1 '\13 I \\ \\ I� i i � \m ��\ ,1 1 = I I \.7 \O 156.2 N0.3739 ,s. �n, I ^^-9s1.G0/m=93/.40lperp4-nl I \\ fa�lu 954.4 952.9 955.0 914.1 12 \ 94 1./ • 1 I \966. 1 95T.Z--�_-n. i I \ s7>.3 9>4.0 `I Seg _, 16 ry ✓ ; %. y,�t«eP,leaer '�'I � Q o I \`\ I 0`^ y \\ I Q \965. T 2 B°y' A 9 6� 965 9 I � FBWO GF=973.7 \ - WO=966.0 I x69.6 II I '9g 101 970- 9 I 973. .3 h I o. 9 Q oo, SILT FENCE OR 972 ^rv' .9>z.B I BIOROLLS (TYP.) RP 9667- // \\� `0AO / ROCK CONSTRUCTION ENTRANCE / I I / I I GENERAL GRADING NOTES: 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT STANDARD SPECIFICATIONS FOR THE CITY OF CHANHASSEN AND THE LATEST MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. 2. THE CONTRACTOR SHALL NOTIFY "GOPHER STATE ONE CALL" 48 HOURS PRIOR TO ANY EXCAVATION. (1.800.252.1166) 3. THE GRADING CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION, AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS. 4. THE GRADING CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE ON THE SITE AT ALL TIMES. 5. SIX INCHES OF TOPSOIL SHALL BE INCORPORATED INTO THE FINAL GRADING OR FOUR INCHES OF 60 PERCENT SAND AND 40 PERCENT COMPOST MIX MUST BE RIPPED INTO EXISTING SOIL MATERIALS TO A DEPTH OF TEN INCHES ON THE SITE. 6. THE BUILDING PAD MUST BE PROVIDED WITH A POSITIVE OUTFLOW. THIS WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. 7. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE HAS BEEN REMOVED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED OR SODDED AS DIRECTED BY THE CITY ENGINEER. 8. PERMITEE MUST MINIMIZE SOIL COMPACTION. METHODS OF MINIMIZING SOIL COMPACTION INCLUDE THE USE OF TRACKED EQUIPMENT AND STAYING OFF AREAS TO BE LEFT COMPACTED. AREAS OF COMPACTED SOIL WILL BE REMOVED OR LOOSENED VIA TILLING TO A DEPTH OF NO LESS THAN 6 INCHES. EROSION CONTROL NOTES: 1. ALL EROSION CONTROL NOTED ON THE APPROVED PLAN SHALL BE INSTALLED PRIOR TO THE INITIATION OF ANY SITE GRADING. NONCOMPLIANCE WITH THE GRADING AND EROSION CONTROL PLAN SHALL CONSTITUTE GROUNDS FOR AN ORDER FROM THE CITY ENGINEER TO HALT ALL EARTHWORK AND RELATED CONSTRUCTION ON THE SITE. 2. ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON AS POSSIBLE TO ELIMINATE SOIL EROSION BUT IN NO CASE LATER THAN 14 DAYS AFTER CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAD TEMPORARILY OR PERMANENTLY CEASED. 3. THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE THAT DRAINS WATER FROM THE SITE, OR DIVERTS WATER AROUND A SITE MUST BE STABILIZED. STABILIZATION MUST BE COMPLETED WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER. PORTIONS OF THE DITCH THAT ARE UNDER CONSTRUCTION MUST BE STABILIZED WITHIN 24 HOURS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION HAS CEASED. 4. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. 5. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN -GRADIENT PERIMETERS BEFORE ANY UP -GRADIENT LAND -DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL THE CITY HAS DETERMINED THAT THE SITE SOILS HAVE BEEN PERMANENTLY STABILIZED. 6. ALL STORM DRAIN INLETS MUSS BE PROTECTED BY BEST MANAGEMENT PRACTICES AS SHOWN IN THE MOST CURRENT EDITION OF "CITY OF CHANHASSEN STANDARD SPECIFICATIONS AND DETAIL PLATES", DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 7. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. 8. IN ORDER TO MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND GULLIES, THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 30 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER. 9. TEMPORARY STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROLS IN PLACE TO PREVENT DISCHARGE TO SURFACE WATERS INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER. 10. SITE ACCESS ROADS (ENTRANCES TO CONSTRUCTION SITES) SHALL BE GRADED OR OTHERWISE PROTECTED WITH SILT FENCES, DIVERSION CHANNELS OR DIKES AND PIPES TO PREVENT SEDIMENT FROM EXITING THE SITE VIA THE ACCESS ROAD. PRIMARY SITE ACCESS ROADS SHALL BE SURFACED WITH CRUSHED ROCK OR WOOD CHIPS. THE ROCK ENTRANCE SHALL EXTEND FOR A MINIMUM DISTANCE OF 75 FEET (150 FOR WOOD CHIPS) BEGINNING AT EXISTING PAVED SURFACE; LENGTH MAY BE REDUCED OR LENGTHENED AT HE DISCRETION OF THE CITY ENGINEER BASED UPON SITE CONSIDERATIONS. ALL CONSTRUCTION TRAFFIC SHALL UTILIZE THE ENTIRE LENGTH OF THE ROCK ENTRANCE. 11.SOIL TRACKED FROM THE SITE BY MOTOR VEHICLES SHALL BE CLEANED FROM PAVED ROADWAY SURFACES AT LEAST DAILY OR AS NEEDED THROUGHOUT THE DURATION OF CONSTRUCTION. ROADWAY CLEANING SHALL BE THE RESPONSIBILITY OF THE PARTY OR PARTIES HAVING A PERMIT WITH THE CITY. IF THE TRACKED SOIL IS NOT CLEANED IN A TIMELY MANNER, THE CITY MAY ELECT TO CLEAN THE SURFACE AND INVOICE THE RESPONSIBLE PARTY. 12.DURING CONSTRUCTION OF AN INFILTRATION OR BIOFILTRATION SYSTEM, RIGOROUS PREVENTION AND SEDIMENT CONTROLS MUST BE USED TO PREVENT THE DISCHARGE OF SEDIMENT INTO THE INFILTRATION/BIOFILTRATION AREA. INFILTRATION/BIOFILTRATION AREAS MUST NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA(S) HAS BEEN CONSTRUCTED AND FINALLY STABILIZED. INFILTRATION/BIOFILTRATION AREAS SHALL BE PROTECTED FROM HEAVY EQUIPMENT OPERATION. 13.DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) RELATED TO THE CONSTRUCTION ACTIVITY THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE SITE WHENEVER POSSIBLE. IF WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMPS, SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM LANDOWNERS - 14. INLET ANDOWNERS.14.INLET PROTECTION DEVICES AND ALL PERIMETER CONTROL SHALL BE MAINTAINED ONCE SEDIMENT ACCUMULATES TO A DEPTH ONE-THIRD OF THE DESIGNED CAPACITY. 15. DETENTION BASINS MAY BE USED AS TEMPORARY SEDIMENT RETENTION DURING THE CONSTRUCTION PHASE. UPON FINAL STABILIZATION AND BEFORE FINAL APPROVAL, ACCUMULATED SEDIMENT MUST BE REMOVED TO RESTORE THE REQUIRED PERMANENT POOL VOLUME IN THE DETENTION AREA AND AN AS -BUILT SURVEY SHOWING THIS MUST BE PROVIDED TO THE CITY. 16.WORK SITES MUST BE INSPECTED ONCE EVERY SEVEN DAYS AND WITHIN 24 HOURS OF A 1.0 INCH RAINFALL EVENT TO ASSURE THAT ALL SEDIMENT AND EROSION CONTROL ELEMENTS ARE WORKING EFFECTIVELY. 1TINSPECTION AND MAINTENANCE RECORDS MUST BE MAINTAINED AND RETAINED WITH THE EROSION CONTROL PLAN. UPON REQUEST, THE INSPECTION RECORDS MUST BE MADE AVAILABLE TO THE CITY WITHIN 24 HOURS. 18.THE CITY MAY CONTRACT INSPEC1IONS OUT TO THE CARVER COUNTY SOIL AND WATER CONSERVATION DISTRICT OR OTHER ENTITIES. THE CITY MAY PASS THE COSTS ON TO THE APPLICANT. 19. THE APPLICANT OR ITS AUTHORIZED AGENT SHALL NOTIFY THE CITY IN WRITING AT THE FOLLOWING POINTS: A. ON COMPLETING INSTALLATION OF PERIMETER EROSION AND SEDIMENTATION CONTROLS. B. ON COMPLETING LAND -DISTURBING ACTIVITIES AND PUTTING INTO PLACE MEASURES FOR FINAL SOIL STABILIZATION AND REVEGETATION. C. WHENEVER ANY SITE DEWATERING IS PROPOSED TO TAKE PLACE. D. WHEN THE SITE HAS BEEN PERMANENTLY STABILIZED AND REVEGETATED. E. WHEN ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS HAVE BEEN REMOVED FROM THE SITE. 22.CONTACT PERSON FOR SITE CLEANLINESS AND MAINTENANCE OF THE EROSION AND SEDIMENT CONTROLS: TBD. 23.MINNEHAHA CREEK WATERSHED DISTRICT. 952.471.0590 CITY OF CHANHASSEN RECEIVED JAN 0 4 2019 CHANHASSEN PLANNING DEPT 0 30 60 SCALE IN FEET DESIGNED BY: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS REVISIONS D PREPARED BY ME OR UND R MY DIRECT SUPERVISION AND THAT I AM A PROJECT: 88191 JAP DULY LICENSED PROFESSI ENGINEER D RTHELAWSOFTHESTATE ; JERRY CONE LEACH ADDITION DRAWN BY: OFMINNESOTA. ss DRAINAGE & JRD J- LAND SURVEYING G ENGINEERING 6320 MINNEWASHTA WOOD DRIVE 3800 RED CEDAR POINT GRADING, SHEET NO. CHECKED BY: VJEFFREY A. PRASCH,P.E. 760173RD AVENUE N, BROOKLYN PARK, MN 55428 EXCELSIOR, MINNESOTA 55331 CHANHASSEN, MINNESOTA EROSION CONTROL PLAN C2 OF C2 PHONE: 763.560.3093 FAX: 763.560.3522 GRP DATE: 12.05.18 UC. NO.: 52706 w .Dei nmInc.wm