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PlansLOCATION MAP SHEET INDEX TABLE SI DoNSENN on i This snsa 4 -3 HER! SUNNI Plat 45 TIES! Sanitary Sexy and Wtla'mati Ran E-7 TIES! SN,m Saxes Plm a NEW Grinding Plan B Final Emalon C'mLd Plan Tan W Ixmis No 40 0 40 so nr -- A0000dn LE IN FEET PREPARED BY '®' '"®s ' '® NINATk NEIRAa,�� HKEPMNGMI tE�la,ea3n COI wee aysWa[ttavo LF Imaneemmm MaMw•a,e..� veewnnm KATE HERMAN mamnanSmalroAmE �mm m ®® ®00 moo ©o pw w�mE� �mm Imo ®m m °ia• m� No 40 0 40 so nr -- A0000dn LE IN FEET PREPARED BY PREPARED FOR I IRS NINATk NEIRAa,�� HKEPMNGMI tE�la,ea3n COI AM WARRIOR aysWa[ttavo LF Imaneemmm MaMw•a,e..� veewnnm KATE HERMAN mamnanSmalroAmE PrMME2YMA FIR IAMWN SUN MI AN WRAP, 31 "EMERY SAN, BILL 50TOINANNIN Not ' - Lot is within Shoreland District ® Sm�aaFaDMEaaaS,x�,MDxMMEx, Ka " M HEa°�UNLESSaTxD«E BY T LATIL EXISTING ULULLUES SHCAN ARE SHOWN IN AN APPRUCAMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EI LOCATION OF MY AND ALL ENTSINING UTILITIES BEFORE COMMENCING RARE. HE AGREES M BE FULLY RASPONESELE FEES ANY AND ALL DAMAGES ARISING OUT OF AS FALURE TO EXACTLY LOCATE AND PREEMERVEL ANY __ �TmlDDan,m PRODMDTIas,ald FRESHENEDwm,me BYWOR,auenM.nMecsME RIL ANTI yx, •w,." — TITLE SHEET _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ weT,INCI EXPRESS AA,MEx.,,Rwxa.Twx�W.,mM, a'�ivaameanMmesaaaaexaxEI UxomTne Y sramw, _ _ _ aE �gM SATHRE- BERGQUIST IN � � aDNSaf oaD M D D� D a M Ma, ate. CHANHASSEN VISTAS AT BENTZ FARMS C1 ,MI __ __ __ EDDMATEUEE � at,m�a.�w .. xw 477ez .wMa i' maD�xa .w. MINNESOTA HOMESTEAD PARTNERS, LLC. � � - �xxrDsDwry � :m Im PL CL PL me �Cxa„ � � a 24 HAW . teD.:A. AR. Run mum SILO gradF 0 Fuel cl CMOF L C81N SEN - cr on " szoo OmI So 40 0 40 GO AD n C�n Omni wEUr EXISTING LOONIES SHOAN ARE SHMN IN AN APPROMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EMOC LC11ATION OF MY AND All. EAUNG UTILITIES BEFORE COMMENCING WORK HE AGREES TO BE FULLY RASPOPESELE FOR MY ANO ALL DAMAGES ARRING OUT OF AS FAILURE TO EMCILY LOCATE AND ANY AND ALL URGING UALUIES. BUMBEARNITZ .wrnORTMIM PRODUCT 16STR I ASCII APRIun BY ME ORum,.nDRIALUWPER��xia ANOrTI >•" 1, — FINAL STREET PLAN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ wer, wc�. EXPRESS VmmExa�mmvw.wR.xwr w'�iv aamean mvesaawSUCH EER UxomTne Y ne�ow _ _ _ aE �gM SATHRE- BERGQUIST IN „" � �9� DR �� � n /�� MT&M.W,I MM4, CHANHASSEN VISTAS AT BENTZ FARMS p x>« __ __ __ ILLEGITIMATE � WXTV .. xw 4T7� "w„a i' so.DDmaw.a�A w. MINNESOTA HOMESTEAD PARTNERS, LLC. O IF SAYS 4 ® 3 _ N 1 BaG BE O� Ilgll 2 1 A 414i 11 11 h d K 11 y�a s•'a3 g�8 6 l0m 1010 1000 DEC 900 970 9W 9`A Oa,' AS ( =R =S - R .p .R -R .S .R =9 �A =C �9 <5 -i .,® =R =R �a .^ mX -N =i .i R ..R & =8 mR .B mR ..S m9 .R Q 8 m8 S, €i l €i 8 EE m� m€ me m m€ m; c5 c3 :5 :; ey C; mi RI i€ i� i� [E ac 8'g 89 mg :c Ei E; ®m..,..... 5 \\ Nit \ \e �y .. tam ,am nw nw ,um ,a,m ,ew ,wm .ro�ro w.w I,w I,.O u.ro % WINDSOR COURT 4 10 §12 1010 00 a W0 } S, 3v i j l�p: r :. `a p } nw +-a fY_7 / dam a !�j Byyro i _ fd� j wo ?E eao CEMOURE O �" Ski n! qq ns MGM f�\ 2* RF l 5i 970 % 9m 9so _ _ S 9so 25 0 25 50 ,0 U LEI -ctrl HS�A . ®� ® - s ms ".e p <n, EXISTING DILLIES SHCAN ARE SHI IN AN APROCCOMATE WAY ONLY. THE ml3 s4 H6 H3 ai mE m "s m€ m "s E£ m -s OFN9FNwREroEUCLVLDCA 7EANnw,PSP ANY OAwHGAvnc xa wr DAM RENTSIONS OR ON DiPTRI9SIJ =ANOwoCmhvu,�aP ccxOPr Tw.TTx8 PLAN OR SPECIFIGnTO wns o.so w0 n zw0 zn0 E„x NO. TwN1oPTNw PRCFU0,iP9TRw,LYIN: is„eOwm,On BYMEO„ UNDER BYDEae,suPERxwia AND THATI yav •w,.m O,nP�LECrw. FINAL STREET PLAN _ _ -_= mNT. INC ,. E.PRERN,mR,Ex.LRNORO..Tw,.EHI =�°� _ Ma ENONEERUxDOLTNE y '� SATHRE- BERGQUIST INC. w FP. _ DDxP� OFER D.N.oRAN ANPPEPRLMIALE LA �E� _ e , so. DU ,Na�N.....,..T,NN.L..� „PNn„IFmm CHANHASSEN VISTAS AT BENTZ FARMS 3 "mn, P..+'' MINNESOTA HOMESTEAD PARTNERS, LLC. DATE :M LLEArt :reGA.REO w MI MI 4T9PL 1. ALL DIP FOR SANITARY SEWER LINES SHALL BE POLY - WRAPPED AND ALL BOLTS USED SHALL BE STAINLESS STEEL, 2. REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS. 3. ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT. 4. WYE LOCATIONS TO BE SUPPLIED & VERIFIED BY CONTRACTORS. WYE STATIONING IS CALCULATED FROM THE DOWN STREAM MANHOLES. 5. ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES. 6, ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED BACK TO THE WATERMAIN TEE BY MEANS OF APPROVED MEGALUGS UNLESS OTHERWISE NOTED. 7. ALL SEWER SERVICES ARE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICES IF SEWER AND WATER ARE IN THE SAME TRENCH. 8. ALL SEWER AND WATER SERVICES ARE EXTENDED 10 FEET BEYOND THE PROPERTY LINE UNLESS OTHERWISE NOTED. 9. ALL VALVES ON THE WATERMAIN FOR THIS PROJECT SHALL BE GATE VALVES. NO BUTTERFLY VALVES SHALL BE USED ON THE WATERMAIN FOR THIS PROJECT. 10. THE CITY OF CHANHASSEN CURRENT "ENGINEERING GUIDELINES" AND "SPECIFICATIONS" SHALL GOVERN. 11. INSTALL HYDRANTS 5- BEHIND CURB (TYPICAL). POLY WRAP ALL HYDRANT BARRELS BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT IN SERVICE. 12. ALL 4 " -12' WATERMAIN SHALL BE PVC C900 (DR25). ALL 16" WATERMAIN SHALL BE PVC C905 (DR18). 13. MECHANICAL BALLS SHALL BE INSTALLED IN SANITARY SEWER AT CONNECTION POINTSFOLLOWING INSTALLATION OF PIPE TO PROTECT EXISTING LINES FROM DEBRIS, & SEDIMENT INFILTRATION. BALLS SHALL REMAIN UNTIL LINES ARE TELEVISED & ACCEPTED BY THE CITY. 14. THE CONTRACTOR SHALL CONTACT THE SEWER & WATER DIVISION AT LEAST 48 HOURS PRIOR TO ANY PUBLIC SEWERNVATERMAIN CONNECTION. 80 40 0 40 80 160 ■onni SCALE IN FEET EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME I NO. BY I DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE -BENTZ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THATI ?�E0.s s�R`�A - -- FINAL SANITARY SEWER AND WATERMAIN PLAN 37865 -001 DRAWN BY SATHRE - BERGQUIST, INC's EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE SATHRE — BERGQUIST, INC. NRH SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE O MINNESOTA. w CHECKEDBV INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. ��v/j/��j// o CHANHASSEN VISTAS AT BENTZ FARMS 4 SATHRE- BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE 150 SOUTH BROADWAY WAVZATA, MN. 55391 (952) 476 -6000 RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING `�4 MINNESOTA HOMESTEAD PARTNERS, LLC. DATE _ _ _ _ _ _ _ _ _ _ _ FROM ILLEGITIMATE USE. NATHAN R. HERMAN, P.E. °N �'`� - -- - - -- - - - -- ----------- - - - - -- Lr719 FRS , a 11 05116/14 Dale: O Lic. No. N K Q N r Z W f11 r Q N Q r m T- - -___ 1V Ivy _ �y5�_ *0 I b� LL j N \ A6 TyM flNiNryLitl OC 9[ �0 -� - +�� LL zv N I '(97lAi.' / 0Q 91680 BFg6B O, O O \\ \ \ OZ \ ti' 3f 6 9_8_ ,.T 976?. / � ®F la 7'RGERGp 974 i 96081E 912 2 5 _ -- �� y •„r � / 9 GF 91 S i sW GR�O g GF 9�1 B, m A4 ' Si C� /\ \m G,e 3 13 RISC s,�/sel Q� G, fN I 9,W/OR Obi cd - 6 eRB"ze ail y 2�� 00 6 910 Ffi OF i ` 1 / (9\1.9) \\ o i gg A7 7 �I IIN Tp 9788 9� / pq _/1819' �^: Y�� ��� - = - - - ., GF97354 iF 97 44 �{ 9>Sp �•� W Q o m 58 S &W 9� RISER /F � �'� O 0`F if `9^7318 S &W (��W �O+ ® 9z >g ti m O ^5 xxS� .110 if 09611 gF9671965ER + B w 5' RI g69A) V �/� 28 ? O A8 I A21 v GSF y1"'Q BF 965.1 - _ I- \ Bpy6�s >,Re fR F9 \ < w S G `�` / j4 QJV° ,L6 ' L96641 \0j33.5 I < O> ®` 0'0 09596 /_ _ VO I� \ \ \ BF 965Oa. RIS I 'a �W SR i / a 00 u 110 \ / _ / " \ ,z J7 rvry \k� / 10 j� GF911'S 9�6 / 50 25 N 25 50 UD m WINDSOR COURT El r� <m e / Al �iLEINFEE0 _ v �� / �'TO�E�5� /fig°'/ / ..�0•gUFF��CO�OpR 5 990 990 990 990 MH4 STA: -0 +15.7 RIM: 982.6 BUD: 28.1 EXISITNG GROONO 980 T -975.2 eds]se_ __ _ 980 8'X8" TEE HYDRANT FINISHED GROUND 980 FINISHED GROUND 980 6- VALVE MH 3 C90p PV T -9]1.4 STA: 3 +32.7 CWM 8'.6" TEE RIM: 9714 : : FAWN H ROAD 970 8' -9]4 GV 8L0 78.4 870 - -- EXISITNG GROUND 970 970 - -- -- - -- -- _ T -963.6 T -963.6 � Ob00 PVCWM 22.5 °BEND 22.5' BEND 990 �pI 990 T -959.8 T -959.0 STA 24188,9 - e ^GV qs °BEND MHS RIMS82.6 Bo -986.0 - 960 - 960 960 c9o0PVCpVM 960 STA:24 +22.9 BLD: 28.1 _ _ CONNECT HYDRANT 8' PVC SDR 26 TO EXISTING RIM:978.2 6' VALVE - 980 ST 23 50.0 BLD: 23.4 ''T -0755 8'W'TEE 980 N r a 350.1 L.F. 0043% o MH 10 MH 9 MH 7 RIM': , " 17.25° BEND CONNECT TO m STA :19 +79.1 MHS EXISITNGGROUND STA22 +79.9 950 _ w 95Q STA:20 +66.3 BLD: 19.4 EXISTING 950 950 RI M:970.0 FINISHED GROUND STA 21+79.9 RIM:972.1 -0 +50 0 +00 1100 2100 3 +00 -3 +50 RIM:968.3 BLD: 16.7 BD -5]33 . 7 -970.0 T578.1 -1 t00 0 +00 1100 2100 - -- . -_ BLD: 12.0 B.". 1 12.0 RIM:969.3 22.5' BEND X8- TEE -975 BLD: 13.5 HYDRANT T -9662 PyGW 8'XB'TEE - 97Q VDRANT BO -9686 T^9646E 22.5- BEND G9p0 970 Mill 13 6' VA 8'x6'iRED: I HYDRANT \ -- - - - - - �'x6' -TEE . 980 STA 20 +73.4 980 98 MH 3 SANITARY T96o:2 I6 VALVE T-9611 _ RIM 9766 TA24 +82.0 T -060.5 om roaraxrvc 22.5 BEND WM MH9 BXS "TEE xirvc IT 960.2 sszs O C900 PV EXISITNG GROUND BLD. 10.0 RI 0.971.4 FINISHED GROUND MH2 a ^cv esx 8x6 ^TEE w STA 20 +66.3 FINISHED GROUND BLD: 18.4 TA25 +21.3 X RIM:968.3 960 a "PVC SDR3 m ��.IF.4 960 $RIM:968.0 8 "PVC SO R 35 T-9601 d BLD: 12.0 _ - 8LD: 15.5 20.0' 1 8-PVC SDR 35 9 - 7 _ __ 8 "PVC SDR 35' PVC SDR 26 - - MH EX. 8 PVC SDR 26 97Q 97Q ummi 8Z2'0ts5% m, n28•.00.4a %. -... I STA:24 +95.6 rn m m 99.4'00.40% V 72.2LF. 00 .42% 65.5U.F. 0846% m �N -T.-IN. EXISIT OUNO Z m m m NG GR _ p, rn m irvv:ss�.s T -960.3 _ _ Z z > > m m T -960.0 O 8" PLUG \ R4M:J60.2 950 - z z > > 950 "X8 EE - 1. BLD: 18.9 Z z B,. PVC SOR 35 945 945 960 6'pVCSDR35 na:r 292 °' m 960 96 z 18 +50 19 +00 20 +00 21 +00 22 +00 23 +00 24 +00 25 +00 25 +99 e T59• ®292 °� _ e" PVC SDR 26 B "PVC SDR 26 4 111.41Y. F. 0845 ° /n m 253.6LF. 00.43% > 95 950 z 950 z z c? EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 945 945 O1 CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING -0 +50 0 +00 1+00 2 +00 2 +75 z UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY 94 - ,- AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 3 +75 3 +00 2 +00 1 +00 0 +00 AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE -BENTZ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I v ?�60.s �A - -- FINAL SANITARY SEWER AND WATERMAIN PLAN 37865 -001 DRAWN BY SATHRE - BERGQUIST, INC's EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE SATHRE - BERGQUIST, INC. NRH SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE O MINNESOTA. w CHECKED BY INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. 7/J o m 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000 CHANHASSEN VISTAS AT BENTZ FARMS 5 SATHRE- BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING `�4 MINNESOTA HOMESTEAD PARTNERS, LLC. DATE - -- -- -- - -- -- --------- --- -- --- - - - -- - -- FROM ILLEGITIMATE NATHAN R. HERMAN, P.E. ` -(798Z 11 05/16/14 Date: O Lic. No. 2 LL zZ W R1 Q Q N STRUCTURE TABLE Structure TYPE DIAMETER TC BUILD INV CASTING NOTES A2 CBMH 48" 967.700 9.70 958.00 R -3067 4' SUMP A3 STMH 48" 968.700 6.40 962.30 R-1 642-B 954.00 A4 CBMH 48" 968.500 5.90 962.60 R -3067 A5 CBMH 48" 967.500 4.30 963.20 R -4342 A6 CB 27" 967.500 4.00 963.50 R -4342 10 - A7 CBMH 48" 967.500 4.40 963.10 R -3067 6 " �Perfol Draintile (no sock) (1' Above Filter Media base) AB CB 2'x 3' 967.500 4.00 963.50 R -3067 B2 CBMH 48" 971.000 9.00 962.00 R -2535 4' SUMP B3 CB 27" 970.900 4.00 966.90 R -2535 -------- `----------------- --------- OUTLET STRUCTURE TABLE Structure Name TYPE INV DETAIL OS -1 OS 953.00 SEE STRUCTURE DETAIL 956.00 6.0 955.00 FES OS -2 OS 956.00 SEE STRUCTURE DETAIL FES 24 958.00 8.0 FES TABLE Structure Name TYPE SIZE INV C.Y. RIP RAP Al FES 18 956.00 6.0 B1 FES 18 958.00 6.0 C1 FES 24 954.00 8.0 D1 FES 18 954.00 6.0 POND 1 - FILTRATION SHELF ELEVATIONS ---------------------------- _______________ ___- 956-. _______________ ____ _956 ____- - Q - -- - -- - - - -- 954 _ ___ - -- 954 9�0"v, 80 40 0 40 80 160 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY SCALE IN FEET AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME I NO. BY I DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE -BENTZ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I Eas SU - -- FINAL STORM SEWER PLAN DRAWN BY SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE ?� R�Fi- 37865 -001 NRH SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE O MINNESOTA. w SATHRE - BERGQUIST, INC. CHECKED BY INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. o CHANHASSEN VISTAS AT BENTZ FARMS g SATHRE- BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m m 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000 RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING `�4 MINNESOTA HOMESTEAD PARTNERS, LLC. DATE _ _ _ _ _ _ _ _ _ _ _ FROM ILLEGITIMATE USE. NATHAN R. HERMAN, P.E. - -- - - -- - - - -- ----------- - - - - -- L(719 11 05116/14 Dale: O Lic. No. N lY Q N r Z W R1 r Q fR Q r m TYPICAL FILTRATION BENCH DETAIL 10' v 5' 25 ----------------- �I -------- - - - -- - - - -- - - � I 25 i 20 r- --- - - -r -- -- ' - - - -- --" -- ,- - �` = - - -- � - - - -- ------ r - -' - -- 4' Concrete - - - - -.. 20 S ti ii Outlet Structure - 15 - -- - - - - - -o _____ i vV __ ____ __ ~ ToEir Wall NWL - - -- ° -;- 10 NWL 10 - t 10 5\09e Impermeable 6 " �Perfol Draintile (no sock) (1' Above Filter Media base) SYp a \3.1 \c Soil i (Bedded in 211' Clean Rock, 2" top and bottom, 8" each side) 5 Jr J 5 Line Fil(ration Shelf With Sand Filter Media (2' Thick): Impervious Geotextile Fabric 100% Ml Spdc 3149. 2J (Fine Filter Sand Aggregate) 0 - - -- J-- - - - - -- -- ----------------- -- -------- `----------------- --------- 0 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 POND 1 - FILTRATION SHELF ELEVATIONS ---------------------------- _______________ ___- 956-. _______________ ____ _956 ____- - Q - -- - -- - - - -- 954 _ ___ - -- 954 9�0"v, 80 40 0 40 80 160 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY SCALE IN FEET AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME I NO. BY I DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE -BENTZ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I Eas SU - -- FINAL STORM SEWER PLAN DRAWN BY SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE ?� R�Fi- 37865 -001 NRH SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE O MINNESOTA. w SATHRE - BERGQUIST, INC. CHECKED BY INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. o CHANHASSEN VISTAS AT BENTZ FARMS g SATHRE- BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m m 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000 RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING `�4 MINNESOTA HOMESTEAD PARTNERS, LLC. DATE _ _ _ _ _ _ _ _ _ _ _ FROM ILLEGITIMATE USE. NATHAN R. HERMAN, P.E. - -- - - -- - - - -- ----------- - - - - -- L(719 11 05116/14 Dale: O Lic. No. N lY Q N r Z W R1 r Q fR Q r m U- �p, F12I I UOU 970 960 950 945 980 970 960 950 O i -0 +50 0 +00 1+00 2 +00 3 +00 4 +00 5 +00 5 � I CBMH B2 MCBB3 A. - z I i I 9 ' 980 980 980 980 CBMH A7 ML4. TC 967.5 $ TC: 9677 FINISHED GROUND BLD: 9.0' 0 2 O C BLD 4.4 BLD:9T DIA 480' FES B1 DIA: 4 I J 1 GROUND /r 6' APRON / 970 970 EXISITNG GROUND - 970 O 1 e m 1 I 970 EXISITNG GROUND 6 CY CL.3 X07 - C �I� � �. �I - 00_ 16' -1 " CP 960 51' -15 "RCP 912 RC 960 960 _ _ 23618 "RCP PRESERVER o0om .63/ 960 m�e�y L5 @ 1.17% 5 @ 0 _ - CL.5 @ 3.39% DISSIPATER m \ C 6 - - t$1 0 \ / rn m rn m \ T 6 �e .� O >> > > 2zz 950 m m z z 950 950 Mao co _ 950 'tV - \ 98a.l 11 945 945 945 945 �y/ -0 +50 0 +00 1 +00 -0 +50 0 +00 1 +00 2 +00 3 +00 y��. ( �' O� sere 5 \ // �.� °� OOi uan re OUTLET STRUCTURE - POND 1 970 ME 970 sa �_ TOP BACK -959.0 NTC�959.11 �� r _ \ 0.75' 968.25 ONT HWL -858.5 5 \ ��GG 4 -u NWL -956.0 960 960 YA \�"�. 'm �'� \ / / L 43' -24 "RCP V A V r /50- I 24'- RCP -955.0 CL.5 @ 2.34% 6" DTILE -955.0 (x21 y950 rn 6 -24 "RCP 950 24' -RCP -953.0 l / C 5 @ -2.75% 40 0 SHO i i i Dso' N �'�' ?RELANOO'S, BOTTOM -951.5 mm RlCT ^ l r r > > 940 940 0 � e 'v TOP W EI -957.0 24" RCP 935 935 �� NWL -956.9 OUTLET -0 +50 0 +00 1 +00 3* \ �p i 24" -RCP co INLET OUTLET STRUCTURE - POND 2 q/ r �' _ TOP BACK -960.0 D / q / / 0.50 0.75' TOP FRONT HWL959.2 / \ 11 - 959.25 O -2' / �� /4 ter//, -. Pond #2 r� �\ NWL -958.0 5'- RCP -958.0 NWL -958.0 ^ 43 ; i `� 970 OS 970 -\, HWL -959.2 \ 7� W P 3d , �O / / `�- FES D1 60.5 <1 r r 6' APRON 6.5' / 2* // /' jI ` PoP- -RAP .8.0" w w � 83 / ,{ ` % 15'- RCP -958.0 / 'T " i S L 960 4T -18 "RCP 960 O� wv/ CL5 @8.58% I - Os°,. o v 3 BOTTOM -953.5 / NO RZN _- - __ -- �22' -18 "RC CL5@ -227% r r G 9 - 950 m m 950 . 4.a F?5 Je "-RCP O 50 25 0 25 50 100 �rn � 15 NWL950 OUTLET I � s a r r ti � \ ILI �I LJI L� �I i��f'� ©❑ � 0 � > > 965 0 Q Z Z 20 ^o,,, ..r_ .. C? r \ SCALE IN FEET _ - 940 940 15" -RCP EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE -0 +50 0 +00 1 +00 INLET CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 0.50' AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE -BENTZ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I Eas 5� - FINAL STORM SEWER PLAN 37865 -001 . Rp�A DRAWN BY SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE v o SATHRE - BERGQUIST, INC. NRH SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE O MINNESOTA. w CHECKED BY INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. 7/J o m 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000 CHANHASSEN VISTAS AT BENTZ FARMS 7 - SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE / m RSM USER OR PARTY LEUSE. ESPONSIBLE FOR DAMAGES OR LOSSES RESULTING `�4 MINNESOTA HOMESTEAD PARTNERS, LLC. DATE - -- - - -- - - - -- -------------------- - - - - -- FROM ILLEGITIMATE USE. NATHAN R. HERMAN, P.E. ` -(798Z cNFRS �? 11 05/16/14 Date: O Lic. No. m r N CBMH A2 TC: 967.7 BLD: 9.T STMH A3 TC: 968.7 8MH A4 TC: 968.5 BLD: 5.9' CBMH A5 TC: 967.5 CB A6 TC: 967.5 D GROUND DIA: 48.0" gLD: 6.4' DIA: 48.0" DIA: 48.0" EXISITNG GROUND BLD: 4.3' DIA: 48.0" - - -� - _ _ INSTALL -- - - PRESERVER 26' -18 "RCP ENERGY CL.5 @ 1.15% DISSIPATER 70' -18 'RCP 161'- 15"RCp 69' -12 "RCP CL.5 @ 0.43% o CL.5 @ 0.37% CL.5 @ 0.44% 151' -18 "RCP N oo CL.5 3.98% m N (V ZZ z z Z > �ZZZ V - -- w 980 970 960 950 O i -0 +50 0 +00 1+00 2 +00 3 +00 4 +00 5 +00 5 � I CBMH B2 MCBB3 A. - z I i I 9 ' 980 980 980 980 CBMH A7 ML4. TC 967.5 $ TC: 9677 FINISHED GROUND BLD: 9.0' 0 2 O C BLD 4.4 BLD:9T DIA 480' FES B1 DIA: 4 I J 1 GROUND /r 6' APRON / 970 970 EXISITNG GROUND - 970 O 1 e m 1 I 970 EXISITNG GROUND 6 CY CL.3 X07 - C �I� � �. �I - 00_ 16' -1 " CP 960 51' -15 "RCP 912 RC 960 960 _ _ 23618 "RCP PRESERVER o0om .63/ 960 m�e�y L5 @ 1.17% 5 @ 0 _ - CL.5 @ 3.39% DISSIPATER m \ C 6 - - t$1 0 \ / rn m rn m \ T 6 �e .� O >> > > 2zz 950 m m z z 950 950 Mao co _ 950 'tV - \ 98a.l 11 945 945 945 945 �y/ -0 +50 0 +00 1 +00 -0 +50 0 +00 1 +00 2 +00 3 +00 y��. ( �' O� sere 5 \ // �.� °� OOi uan re OUTLET STRUCTURE - POND 1 970 ME 970 sa �_ TOP BACK -959.0 NTC�959.11 �� r _ \ 0.75' 968.25 ONT HWL -858.5 5 \ ��GG 4 -u NWL -956.0 960 960 YA \�"�. 'm �'� \ / / L 43' -24 "RCP V A V r /50- I 24'- RCP -955.0 CL.5 @ 2.34% 6" DTILE -955.0 (x21 y950 rn 6 -24 "RCP 950 24' -RCP -953.0 l / C 5 @ -2.75% 40 0 SHO i i i Dso' N �'�' ?RELANOO'S, BOTTOM -951.5 mm RlCT ^ l r r > > 940 940 0 � e 'v TOP W EI -957.0 24" RCP 935 935 �� NWL -956.9 OUTLET -0 +50 0 +00 1 +00 3* \ �p i 24" -RCP co INLET OUTLET STRUCTURE - POND 2 q/ r �' _ TOP BACK -960.0 D / q / / 0.50 0.75' TOP FRONT HWL959.2 / \ 11 - 959.25 O -2' / �� /4 ter//, -. Pond #2 r� �\ NWL -958.0 5'- RCP -958.0 NWL -958.0 ^ 43 ; i `� 970 OS 970 -\, HWL -959.2 \ 7� W P 3d , �O / / `�- FES D1 60.5 <1 r r 6' APRON 6.5' / 2* // /' jI ` PoP- -RAP .8.0" w w � 83 / ,{ ` % 15'- RCP -958.0 / 'T " i S L 960 4T -18 "RCP 960 O� wv/ CL5 @8.58% I - Os°,. o v 3 BOTTOM -953.5 / NO RZN _- - __ -- �22' -18 "RC CL5@ -227% r r G 9 - 950 m m 950 . 4.a F?5 Je "-RCP O 50 25 0 25 50 100 �rn � 15 NWL950 OUTLET I � s a r r ti � \ ILI �I LJI L� �I i��f'� ©❑ � 0 � > > 965 0 Q Z Z 20 ^o,,, ..r_ .. C? r \ SCALE IN FEET _ - 940 940 15" -RCP EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE -0 +50 0 +00 1 +00 INLET CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 0.50' AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE -BENTZ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I Eas 5� - FINAL STORM SEWER PLAN 37865 -001 . Rp�A DRAWN BY SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE v o SATHRE - BERGQUIST, INC. NRH SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE O MINNESOTA. w CHECKED BY INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. 7/J o m 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000 CHANHASSEN VISTAS AT BENTZ FARMS 7 - SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE / m RSM USER OR PARTY LEUSE. ESPONSIBLE FOR DAMAGES OR LOSSES RESULTING `�4 MINNESOTA HOMESTEAD PARTNERS, LLC. DATE - -- - - -- - - - -- -------------------- - - - - -- FROM ILLEGITIMATE USE. NATHAN R. HERMAN, P.E. ` -(798Z cNFRS �? 11 05/16/14 Date: O Lic. No. m r N r------ - - - - -- -- i'--------- J- - - - -_- '°°"�,5, i 1 I I - ___ - y_ F F� CONSTRUCTION NOTES _t II 1 1 1. INSTALL SILT FENCE AS SHOWN ON PLAN, ASREOUIRED BY THE CITY OF CHANHASSEN OR DIRECTED BY THE ENGINEER. 2, THE WATR QUALITY ION. MUST.EEXC- E.ATT.E BEGINNING OF GRINGOPEATIONSTOPROIDETEMPO RSTOMWROENTIONO URI NG ix CO NSTRUCTION. SAND AND S ILT MUST BE REM OV ED FROM THE POND AS NECESSARY DURIN G CONSTRUCTION AND AT THE COMPLETION OF THE PR O JE C T. - - --- 3. BEGIN GRADING, INSTALL PERFORATED RISER PIPE IN PONDS WHEN POND GRADING IS COMPLETE. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE " -V I 2 ; �O \ j \�� DRAINAGE DURING THE CONSTRUCTION PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER. INSTALL SILT FENCE AROUND EXCAVATED PONDS. v. o F7 v 2 j &\I 4. INSPECT PONDS, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE NPDES PERMIT. IL \ 5. LINE ALL PONDSWITH AMINIMUM 3' ORGANIC SOILS& SEED SLOPESBETWEENNWLAND 100YRHWLWITHAWATERTOLERANTMIX: 6. REMOVEPERFORATED RISER PIPE WHEN STORM SEWER AND OUTLET STRUCTURE FOR PONDS ARE INSTALLED. \,� 90' �'-- 978 -�� k -- \ \ • -- / /%' l r II 7. STREETSECTION - _ 1 5- WEAR COURSE \ \'� .` ��. .\ •` \- A8 _ ----- - -__ \\ IM1`` '1 1 ^I I I II ; .0 BASE COURSE � VJ 11 10 CLASS BLUFF CREEK OVERLAY DISTRICT MONUMENT 24'SELECT GRANULAR BORROW S. DRIVEWAY SLOPES- \,, A NOTE: ALL SIGNAGE FOR BLUFF CREEK OVERLAY DISTRICT MUST Y MINIMUM -2.Ok 1 I MAXIMUM -10.a% BE INSTALLED PRIOR TO ANY EARTH DISTURBING ACTIVITY .1 �, v, \ UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 9. POND -10:1 BENCH I1 FOOT) THEN 3:1 MAX IJ\r C - 0 I /h/ 10. IS, LO ,WO PA533:1 MAX. ALL OTHER SLOPES 4:I MAX IUNLESS NOTED) I. A m /l'7 / /�1 II 'l `\ �r 11. CONTRACTOR TO REMOVE SEPTIC SYSTEM AND CAP WELL Pon -956d t11� a� sl \ I. \` T,. ^ ' 2 6 J� /-hhj�� -- -- / 12, DEVELOPER WILL BE RESPONSIBLE FOR TEMPORARY DUST AND EROSION CONTROL UNTIL TURF IS ESTABLISHED. IF YARDS ARE ADJACENT TO A DITCH SWALE, THEN EROSION \ ®/� CONTROL MUST REMAIN UNTIL ALL ADJACENT PROPERTY HAS TURF ESTABLISHMENT. ��p \ NWL .0 \�\ JJJ ry L- 958.5 \ _ - im \ II/ I,I lI ' �,.' 13. RESTORATIONfi62ACRES .n R, / lI L I, % i A. RESTORE ALL DISTURBED AREAS WITH 4- TO6.OF TOPSOIL, OR EXISTING ON- SITE ORGANIC MTRL. ' sz �\ \- A3 ��. nti m \.` / III B. SEED POND SLOPES AND DETENTION AREAS WITH MN/DOT 310 OR BWSR P8 SEED MIX ATARATE OF 100 LBSJACREAND FERTILIZEWITH MO 10AT 100 LBS. /ACRE. "',, l \6 \ ``" � / / e�) /l %'� �r %r // C. SEEDALLOTHER DISTURBED AREAS WITH MNDOT 250 AND BWSR SEED MIX FOR WETLANDS AT ARATE OF 100 LBSJACREAND FERTILIZEWITH 2O -P10AT 100 LBS. /ACRE.(UNLESS OTHERWISE NOTED y � I °m D. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. l E. MULCH WITH TYPE D STORM SEWER N TONSIACRE PROTECTION DISC OR AROUND ALL STORM SEWER PLACEMENT, USE MAINTAIN UNTIL STREET CONSTRUCTION I S O COMPLETED. .REF GREATER. F. AILS PLACE 13211102A STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTILSTREET CONSTRUCTION IS COMPLETED. REFER TO CITY DETAILS5302&5 SILT FENCEU UNTIL TURF HAS. _ I / eeSS 1� 1 `�\ 1 I1I� ; l/ G MAINTAIN ALL SILT FENCE UNTIL PLE HAS BEEN ESTABLISHES 0./ � ) r \ � 2 � ' I' I ! I I H. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION _ 14. MATERIALS THAT ARE PROHIBITED FROM RETAINING WALL CONSTRUCTION INCLUDE SMOOTH FACE CONCRETE, POURED IN PLACE CONCRETE, MASONRY, RAILROAD TIES, OR / TIMBER. STAMPED OR PATTERNED CONCRETE IS ALLOWED IN RETAINING WALL CONSTRUCTION. 15. BOULDERS MAY NOT BE USED ON WALLS TALLER THAN 6 IN HEIGHT. 16. AHOMEOWNERS ASSOCIATION SHALL BE CREATED TO TAKE OWNERSHIP OF THE RETAINING WALL 17. SILT FENCE: BEFORE GRADING ­01-F 1I �S I I 2 / 1 , N � ` , 1 ^ I 1 I AFER GRADING 515 LF 111. 0' 4 BLANKET -600 Sy FILTRATION SHELF NOTES: 1. Initial excavation of the filtration shelf shall be dug 2' below the finished final grade. _ ' ,/ ` 2. The sand within the filtration shelf will be installed after the storm sewer outlet control structure is installed. \ m a w 6 m sand. at y me. 3. To prevent soil compaction, heavy equipment shall not be allowed within the filtration shelf anytime. t 4. The bottom of the filtration shelf shall be tilled a minimum of 12" prior to placing the 5. Relatively light equipment with tracks shall be used to excavate the filtration shelf. rriH `,'� 6. Immediately upon completion of grading the filtration shelf, silt fence shall be installed per the plan to establish perimeter control. \mA N f,'. I _ -�% - - -____ _ - -iyy �g - (\ �\ 991"x' 8. The sand within the shelves will be 2' deep with a 6" draintile raised one foot above the base of the sand. \ o. a. i \� -_ - A A vc _. 1 7< � ` � e �nm, - � _ - - - - -- 9. The sand recommended by MNdot is 3149.2J. n 5 \ ,��, �.� ' 4 /� "h,.,' V d - �� _v� EX.- TYPICAL FILTRATION BENCH DETAIL \\ i TC 966 � 1 10' \1 � = , I r I 4/ ' / I �m ; \ I / l 1 � i o `e -- -- _ 2- � -_ li - -- �Co(Tnocr eEI t ee 20 _ _ v � _ 20 tletStrucCure 1 _ -- - P E * Weir Wel l % ® e I j �--- NWL 3* " O> _ i,qi 10 I - D1 / 1 1 " '' _ II \oPo Im rmeable 6" (Perforated Draintile no sock 1' Above Filter Medl � 2A 3.1 5 pe ti, ( „ ) ( „ !side) base) p �/ / I ',� Soil Bi:dded In -I Clean Rdck 2 to and bottom S each 10 r. 1 O `I I 0 I r ,I 1 _ '7 ` , Zyp ( z P ®® ® ® O O 1,. �,. R .. s58.0 / 1i O" I � vvv - 5 Line Fil {ration Shelf With -- - - - - - -- per M ` -- - -- ` - -- -- - -- - -- - - -- 5 �, �` _ I I l lr I . Sand Fllter Medla (2' Thick): /I ` <s C<� x��p �� Impervious Geotextile Fabric hDOT Sphc 3149. 2il (Fine Filter Sand Aggregate) • 7 v v r 100% M 1 �i 6 w l i *b B3� aJ rye -a �� v 0 -_- - -_ - ----------------- _ - -- -- - -- -- ----------------- 0 iR / ands I ' 0 +0 0 +1 0 +2 0 +3 0 +4 0 +5 0+ _ 0 0 0 70 a o / // Ve _gam I 0 0 0 + O O l a 0 0 6 __ an POND 1 FILTRATION r SHELFELEVATIONS \ I esfi RO C , I OVE - -R�K _ -Ra-a x .�,, -•" ,` � _ RYS�' � �'1 _ _ NOR�O 916 ___ __ 9s6 EX M, EX i' - _ - - -y ® m RRYSEiJ3AC � 954______ i TC 95.1.)8 _- ____ - - __- ,.'.``" � 4 _ \ IV-942.cp "�, VC \ (- Il i / / ;. BLUFF CREEK OVER !r/ Kt 4 IS�F _ - - -_- s°'- l�` 7,T 1 60 30 0 30 60 120 `�'-'� SCALE IN FEET EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE i _----- - - - - -� --- gb0_ - - -,\)I \ - -- --`_ _ ® I r // / 1\ CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING -- 1 /--------------- ` UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY �e - 1 j 'EKMH -_- - _ r`\ _ , / r/ \ - �- _ \ AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 1 ----------- 1ri960.31 - - \T ` 1\ AND ALL EXISTING UTILITIES. / i rl INV- 942:48 / DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, ANDIOR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE -BENTZ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I Eas B� - -- FINAL GRADING PLAN DRAWN BY SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE ?� R�Fi- 37865 -001 NRH SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE O MINNESOTA. ru w SATHRE - BERGQUIST, INC. CHECKED BY INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. 7/J o CHANHASSEN VISTAS AT BENTZ FARMS g SATHRE- BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m w y 150 SOUTH BROADWAY WAVZATA, MN. 55391 (952) 476 -6000 RSM __ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING 4�4 MINNESOTA HOMESTEAD PARTNERS, LLC. DATE _ _ _ _ _ _ _ _ _ _ _ FROM ILLEGITIMATE USE. NATHAN R. HERMAN, P.E. �N �'`� - -- - - -- - - - -- ----------- - - - - -- L(719_z_ FRS ,ya 11 05116/14 Dale: O Lic. No. fl) K LL F Z W m Q J is ;i I 'I I ' 1 I �r r, ,r. ;< r ROCK ENTRANCE BERM 1 m n _ , - -- -- SILT FENCE - V -_ -- POST GRADING SILT FENCE _ _— . —___ -\ BIO -ROLL CONCRETE WASHOUT \ \� 0. INLET PROTECTION Fp - L—„ d -�'" �`�SBe ,`tE � EROSION BLANKET 1 \ r _ mo s� E-1 ' l® - 'i l/%%l/ IIII ///�T�' /r C BLUFF CREEK OVERLAY DISTRICT MONUMENT NOTE: ALL SIGNAGE FOR BLUFF CREEK OVERLAY DISTRICT MUST BE INSTALLED PRIOR TO ANY EARTH DISTURBING ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. FEN - I � I L 1 NQR3P ! �3ooVE i RLAVSecoN BE _ zr , K _ , - - -- _ O RLAY RIMAR _ - rr = 'l� -_ -- � I 60 30 0 30 60 120 -------- - _ , •'.lY y, zeW CREEK G ® ®. ■ ' ' _ —_'_ �S \ EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY THE r , r , i BLUFF P ,I T� __ _ � OVER _ � r 6rK ` Nv YsET SCALE IN FEET ' r �� - -- . i � _____� _ �'-- -_ ® v /Ci � �;- �i `��` _ CONTRACTOR T ES BEFORE COMMENCING WORKXHE AGREES IOTO BE FULLY NRESPONSIBLE FOR ANY R -- _ ��� "" - _ , .I_, AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY r _ e ,, - Te�sa.ai =�- �� _ ___ - -- _ _ • _,,;;,��, � ;® � ,_ _ ,���.�r ���� � i � -1- i � � AND ALL EXISTING UTILITIES. m �� it .� , r ` r i DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE -BENTZ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I EEas SOgL FINAL EROSION CONTROL PLAN DRAWN BY SATHRE - BERGQUIST, INC: s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE < 37865 -001 --------------- _ w' SATHRE- BERGQUIST, INC. NRH SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE O MINNESOTA. w r - - -- - - -- - - - -- - - - - -- INDEMNIFY SAT HRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. �j % // CHANHASSEN VISTAS AT BENTZ FARMS g CHECKED BY SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE / C /// m _-.' y 150 SOUTH BROADWAY WAYZATA, MN. 55397 (952) 476 -6000 RSM USER OR PARTY LEUSE. ESPONSIBLE FOR DAMAGES OR LOSSES RESULTING `�� MINNESOTA HOMESTEAD PARTNERS, LLC. DATE _ ____ FROM ILLEGITMATEUSE. Date: NR.HERMAN,P.E. L7`78Z cNFRS vlP� 11 05/16/14 Date: O Lic. No. LL z Z W m o ® G G G G G o G G G ®G G G G G G G G G G G G G GG Io G_ is ;i I 'I I ' 1 I �r r, ,r. ;< r ROCK ENTRANCE BERM 1 m n _ , - -- -- SILT FENCE - V -_ -- POST GRADING SILT FENCE _ _— . —___ -\ BIO -ROLL CONCRETE WASHOUT \ \� 0. INLET PROTECTION Fp - L—„ d -�'" �`�SBe ,`tE � EROSION BLANKET 1 \ r _ mo s� E-1 ' l® - 'i l/%%l/ IIII ///�T�' /r C BLUFF CREEK OVERLAY DISTRICT MONUMENT NOTE: ALL SIGNAGE FOR BLUFF CREEK OVERLAY DISTRICT MUST BE INSTALLED PRIOR TO ANY EARTH DISTURBING ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. FEN - I � I L 1 NQR3P ! �3ooVE i RLAVSecoN BE _ zr , K _ , - - -- _ O RLAY RIMAR _ - rr = 'l� -_ -- � I 60 30 0 30 60 120 -------- - _ , •'.lY y, zeW CREEK G ® ®. ■ ' ' _ —_'_ �S \ EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY THE r , r , i BLUFF P ,I T� __ _ � OVER _ � r 6rK ` Nv YsET SCALE IN FEET ' r �� - -- . i � _____� _ �'-- -_ ® v /Ci � �;- �i `��` _ CONTRACTOR T ES BEFORE COMMENCING WORKXHE AGREES IOTO BE FULLY NRESPONSIBLE FOR ANY R -- _ ��� "" - _ , .I_, AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY r _ e ,, - Te�sa.ai =�- �� _ ___ - -- _ _ • _,,;;,��, � ;® � ,_ _ ,���.�r ���� � i � -1- i � � AND ALL EXISTING UTILITIES. m �� it .� , r ` r i DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE -BENTZ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I EEas SOgL FINAL EROSION CONTROL PLAN DRAWN BY SATHRE - BERGQUIST, INC: s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE < 37865 -001 --------------- _ w' SATHRE- BERGQUIST, INC. NRH SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE O MINNESOTA. w r - - -- - - -- - - - -- - - - - -- INDEMNIFY SAT HRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. �j % // CHANHASSEN VISTAS AT BENTZ FARMS g CHECKED BY SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE / C /// m _-.' y 150 SOUTH BROADWAY WAYZATA, MN. 55397 (952) 476 -6000 RSM USER OR PARTY LEUSE. ESPONSIBLE FOR DAMAGES OR LOSSES RESULTING `�� MINNESOTA HOMESTEAD PARTNERS, LLC. DATE _ ____ FROM ILLEGITMATEUSE. Date: NR.HERMAN,P.E. L7`78Z cNFRS vlP� 11 05/16/14 Date: O Lic. No. LL z Z W m DC, NAH- mw - El- TYPI 6 H 60EWALK. l. I,ER yINN — AND WREN A.-RD SAIIND oM. E OF BTRUAIE � QFFOF CONCRETE SIDEWALK im xwECVSxcVwLCS\sz ♦ ENGINEERING DEPARTMENT vurt xo. 5214 V .,....o se 11 MEWS J- � I/s 6 rTOp wmnoa. Malero ROME AD=©, o © �1 QFFOF PEDESTRIAN mmm CURB RAMP ENGINEERING DEPARTMENT "a 5215 A LT Da ARAE I l A'. a) � RENG LEE T Pos.(Zidn INE suceu) _ MINIMUM 24" RUNOFF 12" 24" FILTERED WATER SECTION A —A LfFFOF OFFROAD CATCHBASIN FILTER BARRIER Irc xuec cteNCYmecsNV°z ENGINEERING DEPARTMEM 40 20 0 25 40 80 1 No ■mmm■ SCALE IN FEET Not t. Ecole R/W a � I/s 6 rTOp wmnoa. Malero M a� A.1 R/ (M N) CDRR & AUTTER OR u;al Ld:w m aCO V D, logs, muNM1 b «m¢. ana /or eilrlencn d of 5peel¢.16 ° UP of SPec` ° °' k35I5. e m «t or greater. myoF EROSION CONTROL FOR DLS MULTIFAMILY LOTS (TYP.) ENGINEERING DEPARTMENT N0- 53021 — DRAWN BY R /tv R/W plug NO nyaravtsp tl adew° �C1R�pI,OF 4� TYPICAL INTERSECTION ENGINEERING DEPARTMENT 0 00 O O® 00 00 ®00 cp�OOOOO OOOO @OOA000 3 000000 000000 000000 Oo 000000 0000000000 OO 00 0 OO Oi00 IL 00 00 0 0O 0000 O OO I REITANGULAR PLATES wa.e.m: RADIAL P LL em pEDls . AAR =6 I�I T� © (rv<s) T rt o DOME 2. Y'rze ®� pµrmw pmw DETECTABLE WARNING SURFACE TRUNCATED DOMES ENGINEERING DEPARTMENT yea °- 5215A 5240 SEDIMENT TRAP MANUEACTURED BY WIMCD,LL SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL DD MODEL #CG23 POP 4-17—Lill AEMA- CURB CARRIC 2. REMOVE DEBRIS /SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVERT. YIIIH CATCH BASIN SEDIMENT TRAP ENGINEERING DEPARTMENT F­ NO" 5302A AFTER MEETING TEST REQUIREMENTS. THE AIR BLEED UNE SHALL BE DISCONNECTED AT THE PLUG WITH NO ADDITIONAL COMPENSATION. QFFUP AIR BLEED DETAIL ue. d.sexc,m­ ENGINEERING DEPARTMENT R - 1003 Y u "eLx TRA El 11 eL cwewm ro - cz Tore w�aa \ av 11 piu .1 INC e m a z. T �s .i sec xovmu s,in rvaicnflaswl T .. IU,LST RLnsli xm Ra T -- vx TSS MST 1. ANNrN ­MAP srzs x°nm JJII�N. s vsxuulsn ry IizTMUT,sRS A°IiL ser ax nTr.cRe° ro ealexDO..n°x" A— Ix SUN- - AnD enc nrvo A N, x ar rl ...... NM) ,O ew NA.— TwaLC. xo cRSA,m TNAx ,e adp TT. La JUL LIGHTING Wll [ ASSEMBLY BASE DETAIL ENGINEERING DEPARTMENT Ts N0" 5241 SAMPLE EROSION CONTROL PLAN FOR INDIVIDUAL LOTS oiMa�sv waft LOT D 77 t am /all e mge'r al n e ne /a aut Iene x.ee rne=x m. aEIDSION CONTROL FOR mom INDIVIDUAL LOTS (TYP.) ENGINEERING DEPARTMENT I rz ro.. 5302B FPP L neg t 1 nett TLMNDDT R6,6 .NO G N G RMQQNTAB G G SECTION A —A �Q�pII�I�O�Fpp TYPICAL CURB M➢Ea➢9,NIM RADIUS xlc lame as{„c�LaVSZOe ENGINEERING DEPARTMENT rzrta. 5204 1`2".G° Wrv„n. Rota (co age / or sqJ 4. I� f�TE wm6er or Dauer a e PP Ir me as sot eo__N wu ,meetme QI'IUF TYPICAL mum BARRICADE ENGINEERING DEPARTMENT w.. 5244 SAMPLE EROSION CONTROL MEZrcAm PLAN FOR MULTIFAMILY LOTS Lry4 ---. -. . ...... - CRY OF CHANFASEF ausd, w.,m oR maxAnox serves (cl�[ arc) , woo act on Nom + -- WATER + Raer g P— Dept, at p d i mates. X T ❑Cn «R If wer rvce 'ae. hats ed +Denotes Sewer Service Ena ® Denotes Water B-IN, End (SHOW ERE) I/s 6 rTOp wmnoa. Malero M a� A.1 LOT 2 STANDARD SERVICE CDRR & AUTTER OR u;al Ld:w m aCO V D, logs, muNM1 b «m¢. ana /or eilrlencn d of 5peel¢.16 ° UP of SPec` ° °' k35I5. e m «t or greater. myoF EROSION CONTROL FOR DLS MULTIFAMILY LOTS (TYP.) ENGINEERING DEPARTMENT N0- 53021 CRY OF CHANFASEF ausd, w.,m oR maxAnox serves (cl�[ arc) , woo act on Nom + -- WATER + Raer g P— Dept, at p d i mates. X T ❑Cn «R If wer rvce 'ae. hats ed +Denotes Sewer Service Ena ® Denotes Water B-IN, End (SHOW ERE) I/s 6 rTOp wmnoa. Malero M a� A.1 USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SAID AUTHORIZATION ER IZATIO, ICON EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFYSATHRE-BERGO ESE INC. OFALLRESPONSIBILITY. SATHRE- BERGOUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE FROMIILRLEGIRMATEUSEYRESPONSIBLEFORDAMAGESORLOSSESRESULTING STANDARD SERVICE �Q��FF�UpFpp� 1 TIE CARD L acplc�snsatszrsl ENGINEERING GEPARTIRENI XD' 5221 A' Loe.rzd x m e P!p rrewE •r a rrae.,ra yrrP a 3 _ ,IRE r LT TENOE M ED Ib9, 171 ICtiO Ill AT 1 SILT FENOE. _ `w�m uxn xnvvnL me LL _ N xcm cmrzR essicaRVAm REASSEMeI[D\� " \�`�VW�L[AOPE �yL:17 2 WET µ LOCATION AUT TON. N1. 11E I O me SEE cory oLCON OL sum cwsmMnw as� QFFUF SILT FENCE ENGINEERING DEPARTMENT N°" 5300 EROSION CONTROL PLAN FOR INDIVIDUAL LOTS WITH SWALE DRAINAGE LOT 1 \ 2 \ LOT DRAINAGE SWALE K&EMR HDUSE DDTT CET ENIANCE ° SED MENT CONTROL vnxco pR .x INLET IM —TTI°N —AIL 1—I a..... controls can include mulch socks, molt a ana /or silt fence. EROSION CONTROL YII �F EROSION CONTROL FOR NLLm1�I INDIVIDUAL LOT WITH I�NI�M SWALE DRAINAGE ENGINEERING DEPARTMENT vws N0- 5302D I l'11:1� 1 1� ICI � «HMI ate. fY f71 1�., i r7ti� f r •4 i'Sti I ICI N ROCK Ni. Ali. \1i CONSTRUCTION ENTRANC 2 1/z A 3.M 4I /z.r P Rwm xoaa Inate,�m 0 6 1/2'�� 3 Top 9't-0— Materd oP IL 3 4 p A 12" I/s 6 rTOp wmnoa. Malero HEVISIUNS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SAID AUTHORIZATION ER IZATIO, ICON EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFYSATHRE-BERGO ESE INC. OFALLRESPONSIBILITY. SATHRE- BERGOUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE FROMIILRLEGIRMATEUSEYRESPONSIBLEFORDAMAGESORLOSSESRESULTING QFF�F TYPICAL CURB AND GUTTER ENGINEERING DEPARTMEM N0- 5203 EROSION CONTROL PLAN FOR MULTIFAMILY LOTS WITH SWALE DRAINAGE LOr \ \,7T I \ DRAIrvacE EWALE ROD ERIIEreRI I I — ..aaxar, /CURB A GUTTER �STREET ENTRANCE RMCO OR SIMILAR ILET PROCIECIBON DETAIL ­21 srime er em r s can mcluae malts socks, mule, berms nd /or atlt fence �Y�pIpI�opF� EROSION CONTROL PLAN FOR WEaYAWfVI MULTIFAMILY LOTS WITH SWALE DRAINAGE LE xwe stsxc \sPLCS \swa ENGINEERING DEPARTMENT 5302E ­'I 1A11 BASE 4- PERFORMTHED P UB GRADE 1OTC1 CLAY _� � E W D ME I) FOR PPE PLACEMENT TRENCHDETAIL Perforates PVC, or MCTII Te cps pD rrugatad PE p pe. CONC PIPE DETAIL BQ1E1 ALL EN­ ONI AT 300 INTERV S 1, OPEN Hi IN ITRUCTURE FOR TRANTUE TO TFIC DETAIL TO BE USED *NEN I OR MOM WII Vf 4" SUB – SURFACE DRAINTILE T4:A ENGINEERING DEPARTMENT I- TRENCH 523[ I TRENCH DETAIL DUAL MALL SMOOTI INTERIOR RTaR coRRUCATm 11 PPE PIPE DETAIL PE � ixmesE T W1 In,ERVUS A FOR AIL El— POILLD 11 All 3RIN- BE IGATmoRRE ALTERNATE 4" 110E SUB– SURFACE mom DRAINTILE ENGINEERING DEPARTMENT R X °" 5233 "" GEOPEITLE FABRIC Mill Vf FLARED END SEDIMENROLL T TRAP ROCK WEIR /WATTLE ENGINEERING DEPARTMENT c N0" 53021 DF5IGNFH I NU. BY UAI E HEVISIUNS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SAID AUTHORIZATION ER IZATIO, ICON EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFYSATHRE-BERGO ESE INC. OFALLRESPONSIBILITY. SATHRE- BERGOUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE FROMIILRLEGIRMATEUSEYRESPONSIBLEFORDAMAGESORLOSSESRESULTING I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE O MINNESOTA. OERS �A E� w S�RL F P o SATH RE —BE RISQU IST INC. Ul I Y PHOJEG I NU. DETAIL SHEETS VISTAS AT B E N TZ FARM HOMESTEAD PARTNERS, LLC. FILE NO. 37865 -001 DLS — DRAWN BY CHANHASSEN, MINNESOTA DLS zi CHECKED BY ,°, 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476 -6000 PAP DLS DATE NATH1`1 Date, O S Lic.No. L(7U — 05/05/04 I I ■ice -- �■ - - �l CONCRETE THRUST BLOCKING BOr9E =qR OE RINGI v; Lea�: CASING 2 PLACE ­DC' N TOP OF CONE SECTION IND BENEATH BEIL. 3 NOT To BE 111ITY SUPERINTENDENT T 'LL PRE OM INSaECnaN n: ((ssz7' i�i= ,wEO.. s mom m" I & BARRIER ENGINEERING DEPARTMENT ': 2109 Gt q , o P u ene no ee Reersrbot°o'ui crt< E Ia OMEfRIC e 9n 9 r I. 9 e 11.t; Eocn .o SECTION A Ereme W ce q (MQP I CURB CONSTRUCTION � AT CATCH BASIN _....._._. 40 2 _- $GINEERI G DEPAr%Ni '4!` 3106 HYDRANTS SHALL BE MUELLER SUPER CENTURION 250 OR WATEROUS PACER WB -67 ALL HYDRANTS MUST BE APPROVED BY CITY o»x(ET1 �rcattw R6,crnvL D.m¢ASS OMNS,RUrnax �M — B/ 1AF .a p/' ' aocx ex° IF . ML x OR NT TD NA BE 'IT.. ,o _L A� DS L..A.I.D. _W>m P ,D E I1Nj A ��� TYPICAL HYDRANT INSTALLATION INSTALLATION T I Pu,E ro.. AND RINGS ` 5 �1 5 BIT_ WEAR 11 BARRIER 2109 2 BIT BASE TRIP OR PRECAST CONCRETE EST SEAUNT OR BE ROVEDNEOUA A6' ITICIN CONCRETE RINGS 111L STRI. DE PICK HOL BNC RI II TWO r RI IT GA. OR EINGE1 O( ))AG, o L NDVE OR csaar R j R ADH.FR c RNG '�PR�`G BT CONCRETE ATINITINO RINGS SHAD BE BEDDED MYTH 1/ - TO yr 1, TDIE iia i.HlTgqLT�T�� WTH SEALANT MANUrAGT9RE9 IWI1 Vf MANHOLE CASTING AND ADJUSTING DETAIL ENGINEERING DEPARTMENT v h a" 2110 .S C • y DD PLAN ITS BC NTS T­ III INTS F I.I \1i RIP RAP DETAIL Q Street ........... t <d dU. °,a�dPa axd :r.1! °aW roa D. o, M, �•Tqy cmoF �p�pp�pRp� IAADM•Y1M TYPICAL WATER SERVICE - ENGINEERING DEPARTMENT " "N0" 1005 I ed /or (ATOP PIPE BEDDING IN POOR SOILS ENGINEERING DEPARTMENT 1X0.. 2201 ISOMETRIC NTS zdres . o, ne Tea ­k 1-1l, e AT ,_ in, PP n11 be Red To me III FLARED END SECTION I.ADM.YIM ENGINEERING DEPARTMENT ;e xn. 3108 TMPB4CDD _ over r water main. d B y- Ie -Cron No. B -31 b0 OC° IlIl m 1/1' Ewe TYPICAL SANITARY SEWER SERVICE ENGINEERING DEPARTMENT ' rt w 2001 bizo"iee GI I Y PFl I NU. ... AT ren (orcea co no FILE NO. 37865 -001 DES �1 Mtr u— are adow<d n F do. sin c. NI — / ves21 ZU N., Na 2b A * IT /2 l a 6 AN N. N. ,e Grev Ne VBS,b MO_ ti 2G1e CHANHASSEN, MINNESOTA c 5 OM ax WUL WUL B-I De. J� MANHOLE zi TYPICAL GATE VALVE �py�I�ITIT�N�' 4YEIIY•11Y0 AND BOX INSTALLATION ENGINEERING DEPARTMEM re w 1006 Ml ` Prat°r Density dN I - _IIIIII <. <te9<o <aatox <o,<xota«<Pme<mrea<M xa /a<omPa<to PIPE BEDDING IN GOOD SOILS RCP & DIP MPPIN ENGINEERING DEPARTMENT IvwTL rro_ MIA AD p lw_,., Hot P 9 „ :e r redxem ISOMETRIC ;RASH GUAR Poe Sz° (0_ i /a. iG , /gym ,2 t< AProx P on x oI o° I., .O, 3 PIE. Teo. l WIff FLARED END WIIYR SECTION AND TRASH GUARD wolxEmlxo oL..am,Exr rr NO.. 3108 . W 11 I ao„s .P mEn MAT. LT-RANT cROSSE rFml RE ­o°µoALrR AT _TAN U_NAU L.. 91N$ Qf ff TYPICAL MEGALUG LOCATION ENGINEERING DEPARTMENT xa. 1009 cO.Prnm n �p \e, O. xmasrn sera f alNN WgI A LIM WATERMAIN UNDER STORM SEWER Ix :.IATwx :x.,a Dire UP AT ,.INNS er .Ix. or'izE"" o�Il:loE or eloE c�mu WATERMAIN / STORM SEWER 1 CROSSING ENGINEERING DEPARTMENT 1 xo.. 220, vf.°O�,I elce. xa° � �a�ce,:i: o.c(sn , /••s,•x av[• DETALA A �4�1p1p1��pQ�p� POND OUTLET 1 CONTROL STRUCTURE ENGINEERING DEPARTMENT ' 1e NO- 3109 CL PL M4H W TURN 7/B BEND SLOPE , /aR PER EEODT b ,BR X112 PPE DWMETER MN =�2 o.E J SIT GRATIN 'Z' SANITARY SEWER SERVICE CONNECTIONPED ETAIL FOR CUT, TO BE N IINIINIIIN "' °T s. (NOS CAS"ETEO' ANT0�s SERVOS N— METAL PENCE POST I— TO 1 C NOT AND nRE REDTOOiT `oRVATE PRORERn E DGTANOE ERDM MAIN TO ROISE U_ PRETSTILL BE BEDDED ON GRANULAR BORROW G,aA OR COURSE FILTER tiff (III TYPICAL SANITARY SEWER SERVICE ENGINEERING DEPARTMENT ' rt w 2001 xOTr m t III Me ue a a /onTPOi r Curb) Dil of Row �� PLAN q ;/ o rope, Groin mlxlmum ex u,< oxl��ee. � Bvl�. doa °d< .d °. h. SECTION frye� ...I.curb section. STORM SEWER CATCH BAST`. all= 1 2' X. S RECTANGULAR ENGINEERING DEPARTMENT ' h Iw. 3101 ..o.c. colla PLAN�eo re or °Qua. c' 9 do ro ffff -� TD NOTES <Rre ° <mB m ,a \coo reirnorre w. s.b ID /ID i SECTION 4LL10[ TYPICAL 4' DIAMETER mmm CATCH BASIN MANHOLE ENGINEERING BEPARTMENT R­ re.er(mee noe�O _,TllDG)7 r , r.. a/2 a / sECTTON IEW sareq 2 Towarb tN. Ixrs,t grzmer tnan tA, n a of tleptn ze m<- im e e 9e (MN) U. ��pp�OpQ�p� STANDARD 1 MANHOLE ENGINEERING DEPARTMENT ors xo.. 2101 DF5IGNFH c q /q11 or <q BY PLAN 1 e e t 9 w re bizo"iee GI I Y PFl I NU. ... AT ren (orcea co no FILE NO. 37865 -001 DES �1 Mtr u— are adow<d n o �B Mill— �N w sx %iG — DRAWN BY orld or« .m s xu Ito. m SECTION CHANHASSEN, MINNESOTA Qff� CATCH BASIN MANHOLE zi CHTypTnlpp 4�El1�bA/�l1 WITH SUMP ENGINEERING DEPARTMENT I ... a"3104 ..o.c. colla PLAN�eo re or °Qua. c' 9 do ro ffff -� TD NOTES <Rre ° <mB m ,a \coo reirnorre w. s.b ID /ID i SECTION 4LL10[ TYPICAL 4' DIAMETER mmm CATCH BASIN MANHOLE ENGINEERING BEPARTMENT R­ re.er(mee noe�O _,TllDG)7 r , r.. a/2 a / sECTTON IEW sareq 2 Towarb tN. Ixrs,t grzmer tnan tA, n a of tleptn ze m<- im e e 9e (MN) U. ��pp�OpQ�p� STANDARD 1 MANHOLE ENGINEERING DEPARTMENT ors xo.. 2101 DF5IGNFH I ND. BY UAI E HEVISIUIVS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SAID AUTHORIZATION ER IZATIO, ICON EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFYSATHRE-BERGO ESE INC. OFALLRESPONSIBILITY. SATHRE- BERGOUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE PARTY I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE O MINNESOTA. SERB w 3�RL P SATH RE —BE RGQU IST INC. GI I Y PFl I NU. DETAIL SHEETS VISTAS AT B E N TZ FARM HOMESTEAD PARTNERS, LLC. FILE NO. 37865 -001 DES — DRAWN BY CHANHASSEN, MINNESOTA DES zi CHECKED BY -, m N FPAP 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476 -6000 1 ?1 DLS DATE NATHAN R. HERMAN, P.E. Date: O S Lic.NO. "i7yaz 05/05/04