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CAS-15_PLANNING CASE NO. 2017-15RIGN I -UF -WHY PREPARED FOR ENGINEER DRAINTILE W/CLEANOUTS — — — — — — -� — — BACKYARD CATCH BASIN 6035 CULLIGAN WAY Street Plan CATCH BASIN -----��'- -�8---�1— STORM SEWER SEWER MANHOLE N Q M FLARED END SECTION W/RIP-RAP Erosion Control Plan N STORM STUCTURE LABEL 02 SANITARY STUCTURE LABEL 3 O SANITARY SEWER MANHOLE —�-- —�-$- HYDRANT—WMWM— GATE VALVE —WM WM— —WM WM— WELL Q S DRAIN FLOW/RUNOFF ARROW EMERGENCY OVERFLOW SWALE EO Eo SOIL BORING LOCATION SILT FENCE — — -- — — — — —+•� x+= TREE PRESERVATION FENCE — — — — BARRICADE OR ® iT OR SPOT ELEVATION x "OP . 91PO TBC SPOT ELEVATION UTILITY POLE LIGHT POLE HANDICAP PARKING SPACE ® (. BLUFF CREEK OVERLAY DISTRICT MONUMENT LOTS 2-4 BLOCK 1 Zoning: Proposed Zoning - RLM 35% Max Impervious Min Width - 50 ft Min Area - 9,000 sf Min Depth -110 ft Fysb - 25 ft Sysb - 15 ft Total - 5 ft Garage Rysb - 25 ft 60' Row - 31' B -B Streets Wetland: On-site Wetland is a Manage 2 Manage 2 Wetlands Buffer -20ft Buffer Setback - 30 ft Bluff Creek Overlay District: Site is within the Primary Corridor of the Bluff Creek Overlay District. Setback from Corridor - 40ft Total First 20 ft - No Disturbances Second 20ft - No Structures As directed by the City of Chanhassen, the boundary for the Bluff Creek Overlay District is the edge of wetland. Corridor setback: are taken from the wetland edge. LOCATION MAP 1R. sf" c H4 ?STiN Lake a "LA{' /�// •r0$ �l s�l��"RR / �A F �f Acmes GT' 1 Nay TEE Wax �a'x+r HILL J5 RR "2'p Mt N c lip,7y TTI F � ,6 4 ... /� -' .,NOT SITE fytc a — y` LOVER C . �FY CR. 'TEF RR fH l m �$6aFE9EFP.v Wax. E. 7 I WAY POARE ESA.' LA. y u RATE m 76 a• SHEET INDEX TABLE PREPARED FOR ENGINEER DEVELOPER Description Title Sheet 6035 CULLIGAN WAY Street Plan En6 Sewer and Water Plan _. Storm Sewer Plan Grading Plan PHONE: (612) 272-9701 Erosion Control Plan 07-11 Construction Details PREPARED BY PREPARED FOR ENGINEER DEVELOPER SATHRE-BERGQUIST INC. 150 SOUTH BROADWAY 6035 CULLIGAN WAY WAYZATA, MINNESOTA55391 MINNETONKA, MN 55345 PHONE(952) 4766000 _. PHONE:(952) 4766104 PHONE: (612) 272-9701 CONTACT : ROBERT MOLSTAD, PE_ TOM6@ROMESTEAo-PARTNERS.COM EMAIL: MOLSTAD@SATHRE.COM 570 1�j `� �•P0 50 25 0 25 50 100 : 657u;ood 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. - _ ® . „„ —. CITY PROJECT NO. ' _ FILE NO. USE (INCLUDING COPYING, DISTRIBUTION, 1 HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS _ TITLE SHEET DRAWING NAME NO. BY DATE REVISIONS 'ION, AND/OR CONVEYANCE OF BAS E_FAWN 01 CAW 07/007/17 RPBCWD COMMENTS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ��Rs s�R` %1'`'OFC�ANHAS3Et 37865-001-200 W �� N SATHRE-BERGQUIST INC. Rc 14Ej — — — AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE F� DRAWN BY 02 TCW 07/12/17 COUNTY COMMENTS SATHRE-BERGQUIST, INC.'s EXPRESS (WRITTEN AUTHORIZATION. USE WITHOUT c2 o TCW 03 TCW 07_/18_/17 _ _ _ CITY COMMENTS SAID AUTHORIZATION CONSTITUTES /NN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. _ �� n SATHRE-BERGQUIST, INC. RESERVES OF ALL RESPONSIBILITY. A � S '^ �� 0 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 HAN HASSEN FAWN HILL GtYhh!hk $IrP ARININGP O 1 CHECKED BY — - — - — — - INDEMNIFY SATHRE-BERGQUISE INC. d w/CO THE RIGHT TO HOLD ANY ILLEGITIMATE N � MINNESOTA ' F 1 RSM — —_ — -- — - — _ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING ROBERTS. OLSTAD, P.E. 0� A`'� H P HOLDINGS, LLC. DATE FROM ILLEGITMATE USE. Date: � �i /7 Lic. No. FRs P`P 11 06/14/17 0 N O O LO QD CD co co J J Z 'S Q V_ PL CL PL 30' 30' 15.5' to Back 15.5 to Back Wear Course to be 1/2" Above Edge of Gutter 20% 2.09 5\oPe 1' Drolntde 6" Topsoil, Seed 2"-MNOOT 2360 SPWEA340C & Mulch or Sod. Droinlits Tack Coot - 2357 Surmountable 2" MNDOT 2360 SPNWB330B Concrete Curb 12" -Class 5 Aggregate Bose 24" MNDOT 3149.213 Select Granular Borrow ('See Note 7) Not to scale NOTES 1. Typical right -of -way -O'. 2 Maximum street grade 7.0%. 3 Minimum street grade 0.757 4. 6" Topsoil placed In disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test roll of the prepared subgrade shall be performed. in the presence of a city inspector. The city has the authority to require additional sub9rade correction based on the test roll. 8. Draintile shall be placed along both sides of roadway. See plate 5232 for details. Ctl'[OF TYPICAL �ytt�� RESIDENTIAL �p u�� STREET SECTION REVISED: 10-16 PIATE NO"' ENGINEERING DEPARTMENT 5200 FILE NAME: G:\ENG\SPECS\5200 jig 9 on 1; H �Ini �3jz� �a$ �� Ile �sepaL":IIq -�-; d94&§� a4§ 3p 6`byye y 996'S3��3gV`a d�aR bl I �S €`-'yg�y-dpp- 29 a BB + ® 5 s 3 e 9 g 4 e e 1$a ® p as s I; ax CITIOF Pedestrian Curb Ramps Page 1of 5 REVISED: 10-16 PLATE NO: RRE NAmec\ENc\sPEcs\5z1s ENGINEERING DEPARTMENT 5215 41 II \ ' 0 L 1 I- &746 i ^, ` ((9j64%% - - co zr 0 9x1.41 22 1 3 LO \S� 4 9 QTc 4 I� LL ^ _21 6C" I� i l) I I S g J e)j ` 9j16 1 1' $�F I 1 1 m n OI o "T O NH 985.24 976.9 1I 1 C F 'Y �� '. -� o �0 983 r O� O N m/ F98 r \ 1 ( 0 l I 1 T• �� 2 83 \ + T ' rb Ij 11 9 ° a 9'91 1 51 m A rr� / \,p0 V �.a -�".�d U.1i 1 \ � m'm � 2 5 + / Mfg�,..,, � \ r. � N 63 4 c>\ \ -ft \. \ ❑ /d 3 tf'1• �� 1- r €1 rn 1 rDO�~ \\ 7�a° LIJ �.,1 `9c� \J \ ` / ,r. / e3� \� m O m \ \ J r ° toro 1 1 1 979? �\ � � -.1 --1� 3 \ 979 m I I W + i 51 \ , i .__. 1 ...:e) '1982 °`•\ + \ \ I o i' \ O W,\ !' \\ 9❑ \ 917 Ogy� \ /O 1 J 6 �f<' _.._ 978.5 IS \ / ED 1 I _ STORM WER 1 � OD Is Cb �fi \o. 9 q� �a\ / 00 Q i I LA \ \ g7b �$ 'ri \ \ `�V / 4D 03� > ]fir ry 1 A6b \ \, O \` � �� V � /� P v ��/ / 900% C / 3w ,a•/, OUTLOTF � // / ` I 8 19 eREMOVE'70U�DER B / r / �G o`�.�. �/If / \\\/.:� ' I; \e x / WALL� AID PILE OR /I t w 9 : \so` \ REMOVE \ NEW WALL L5 82\ I ' CONCRETE` �` y / / er \\ WALK \ R OVE �\ "� _ TNH-974.15( \ 7 \ 200 SF TEMP \ ,vim \„ 'L `O/ \ TURNAROUND \ " 710.$F EXISTING \ f \STR6�T LIGHT\ I Pond #1 CD 1010 o rn o ED (n LLI M d 1000 0 U m -10 \0o LVC:249.35' LOW PT STA: 2+82.27 LOW PT ELEV: 973.59 PVI STA: 1+57.60 PVI ELEV:977.24 K:35.25 990' FlNISHED GROUND 980 SEE CITY DETAIL PLATES 5215A D FOR FOR REMAINDER OF PEDESTRIAN RAMP DETAILS. 970 M 950 -0+50 FAWN HILL RD 1010 1000 1000 LVC:196.27' 990 990 LOW PT STA: 5+07.88 LOW PT ELEV: 968.43 PVI STA:5+07.60 PVI ELEV:967.00 K:33.64 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 NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS BASE FAWN INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I - - - - - - - - - AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE DRAWN BY - SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. - - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. CHECKED BY __ SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE RSM _ _ _ _ _ _ _ _ _ FROM ILLEGITMATE USE. USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING DATE ROBERTS. OLSTAD, P.E. - -- ------------------- Date: O o �� % Lic.No. Zp�/ZS 06/14/17 970 970 960 960 950 950 STREET NOTES: 1. ALL PUBLIC STREETS ARE 31' BB UNLESS OTHERWISE NOTED. CURB DIMENSIONS ARE BACK TO BACK. 2. SEE DETAILS 5200 to 5244 FOR STREET DESIGN STANDARDS. 3. ALL SIDEWALKS SHALL BE 6". CONSTRUCT ADA COMPLIANT PED RAMP AT EACH CURB AND OR/ROAD INTERSECTION PER STANDARD DETAIL PLATE 5215. 4. ALL STORM SEWER STRUCTURES SHALL BE EXPOSED DURING STRING LINE OF CURB TO ENSURE PROPER FIT WITH PLASTIC RINGS. FAWN HILL RD Number Station Radius Length Line/Chord Direction Delta Angle L1 0+00.00 17.79 S41" 44'55.05"E C1 0+17.79 120.00 87.44 S200 52'27.53"E 41044'55" L2 1+05.22 29.04 SO" 00'00.00"E C2 1+34.26 300.00 238.06 S22" 43'58.94"E 45027'58" L3 3+72.32 122.34 U , C3 4+94.67 275.00 217.43 S220 48'57.17"E 45018'01" C4 7+12.09 150.00 198.09 S370 59'51.44"E 75039'50" L4 9+10.18 06 ---- S750 49' 46.41 "E m m Bentz Court Number _ Radius Length Line/Chord Direction UQ L5 0+00.00 277.85 1 N460 09' 16.70"E a) rn M0) M MM -. zI WN m� �S O< z Q 'a7 O t0 to 00 W M m .- '' CO Ln O V q O? of O V 07 O O t9 tt7l Ln V M �. st V LO W ti ta? V M r O1 CO r� rn Q n. N Gp (T •.c6 6 cd Or Or th M O C> c6 d6 If1 N M 06 t9 Co CO r Lo r r CO r _ r O '.Q0 CD W (O 06 QD 00 to to to - CO to (0 I� r oo to 00 (h 00 n -T r r f�cn) M a: m .:) O) V: O) W O) CA CA m cr, 0)CD 0)00 M O) o00 �j 60 O) Ci) Ort a) OI Ot W to G) m W 0) W 0) M O) 0) W O) oil 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 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 NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS BASE FAWN INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I - - - - - - - - - AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE DRAWN BY - SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. - - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. CHECKED BY __ SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE RSM _ _ _ _ _ _ _ _ _ FROM ILLEGITMATE USE. USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING DATE ROBERTS. OLSTAD, P.E. - -- ------------------- Date: O o �� % Lic.No. Zp�/ZS 06/14/17 970 970 960 960 950 950 STREET NOTES: 1. ALL PUBLIC STREETS ARE 31' BB UNLESS OTHERWISE NOTED. CURB DIMENSIONS ARE BACK TO BACK. 2. SEE DETAILS 5200 to 5244 FOR STREET DESIGN STANDARDS. 3. ALL SIDEWALKS SHALL BE 6". CONSTRUCT ADA COMPLIANT PED RAMP AT EACH CURB AND OR/ROAD INTERSECTION PER STANDARD DETAIL PLATE 5215. 4. ALL STORM SEWER STRUCTURES SHALL BE EXPOSED DURING STRING LINE OF CURB TO ENSURE PROPER FIT WITH PLASTIC RINGS. FAWN HILL RD Number Station Radius Length Line/Chord Direction Delta Angle L1 0+00.00 17.79 S41" 44'55.05"E C1 0+17.79 120.00 87.44 S200 52'27.53"E 41044'55" L2 1+05.22 29.04 SO" 00'00.00"E C2 1+34.26 300.00 238.06 S22" 43'58.94"E 45027'58" L3 3+72.32 122.34 S450 27'57.88"E C3 4+94.67 275.00 217.43 S220 48'57.17"E 45018'01" C4 7+12.09 150.00 198.09 S370 59'51.44"E 75039'50" L4 9+10.18 06 109.59 S750 49' 46.41 "E m m Bentz Court Number Station Radius Length Line/Chord Direction Delta Angle L5 0+00.00 277.85 1 N460 09' 16.70"E a) BENTZ COURT LVC:103.18' LOW PT STA: 0+36.91 LOW PT ELEV: 967.99 PVI STA:0+58.59 PVI ELEV:967'.26 K:14.95 2.0 a/o- PVIS: 0+00.00 PVIE: 968.43 rca U z m r/1 LVC:50.00' °D o PT STA: 1+2&94 N PT ELEV: 970.71 w I STA:1+53.9 a a I ELEV:971.9 K:31.00 91S - 6 STtala - FINISHED GROUND 0�9 EXISTING to + GROUND r -0+50 0+00 0+50 1+00 CITY PROJECT NO. - SATHRE-BERGQUIST, INC. HANHASSEN m 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 4C,MINNESOTA N CFR S P �P�2Q' 1000 •:1 •.1 950 1+50 2+00 1+su s*uu a=50 50 25 0 25 50 100 J ORI SCALE IN FEET FILE NO. STREET PLAN 37865-001-200 FAWN HILL 71/1 I -IP HOLDIE 03 Q0 o6 00 000 CD 0 0 � m CO co 06 06 C) m m -5rn o rn 0)0) a) rn M0) M MM -0+50 0+00 0+50 1+00 CITY PROJECT NO. - SATHRE-BERGQUIST, INC. HANHASSEN m 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 4C,MINNESOTA N CFR S P �P�2Q' 1000 •:1 •.1 950 1+50 2+00 1+su s*uu a=50 50 25 0 25 50 100 J ORI SCALE IN FEET FILE NO. STREET PLAN 37865-001-200 FAWN HILL 71/1 I -IP HOLDIE "i OUTLOT B ••I 9701 •.1 950 940'- -1+00 v? / 771 (c \ 1 �+ lv \ 7 � o� --� 2 �I I - - -- I i m � \ � ((s>s O I I 3 4n I 4 I I nl I.. TOc-O 101: i I I 9757 J \ OUTLOTC 4 I�� m( U- LL mQ �I s �II $II 1 z\`�� to 9;4 I / v < 6 ` { l e ll 1 Ill Y - I., ''.� a t kj' 1 - GRg6203 o � 5 4 cO \ \ \ \o\ u -LL 3 c9� ` \ > r R.� \ 5 x � � \ pOt \ I ❑ I1 r. OUTLOT D 1, \ 4,� \ `` \ \ \ ss \ + ,) J �� r \., \ � ��•� � °moo �\ `. � � 928 STORM �cp 17 f LJ r/ `Simoo $+ ' -S .� \ 3 A\� ❑ "9&cey j / `h ei% j nGG ° %/ "N' / 0�� /A 2^ // �1 I OUTLOT IF 72 REMOVE BOULDER WALL AND PILE FOR I NEW WALL L5 62 REMOVE CONCRETE 0+00 MH 2 STA: 1+50.7 RIM:979.8 BLD: 12.9 T-972.7 MH 1 STA:2+75.7 RIM:973.7 MH EX7 STA'4+15 3 MH EX6 1+00 2+00 3+00 4+00 5+00 ••1 •:1 970 •.1 950 1 940 12+00 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 NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS 13ASE_FAWN _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. CHECKED BY - - SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE RSM _ _ _ _ _ _ _ _ _ - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING - DATE FROM ILLEGITMATE USE. ROBERT S. OLSTAD, P.E 06/14/17 . -- ------------------- Date: O �� 1% Lic.No. •rl •:1 970 • M 950 �I EAST 48 HOURS 1. I- s7s.5 BLD. 12.9 EXISTING STA:2+58.0 C900 RISER PIPE, C900 BEND, TRANSITION GASKET AND A SCH 40 LATERAL TO THE STUB. B-976.0 2. GROUND RIM:969.5 STA:4+872 BLD: 15.3 STORM T-971.2 ___ - BLD: 11.6 RIM.968.4 I XING 11.25° BEND HYDRANT -�... 75.9LF BE STAIN LIESS STEEL. LO 0)Fmo STA: 1+ .6 6"VALVE AINTAIN 7. BLD: 11.9 3 ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT. T- 968.2 SEPERATION T- O a 7. - STA: 2+01.5T 8"X6" TEE 9653 STORM XING STORM RING FINISHED ='--- O g �- 6 " 22.5° BEND B-963.8 GROUND �y z Z ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED BACK TO THE C900 PVC '^'� + STORM %ING 2.1 Q ow0w ro 8"pV STORM XMG ST25- BEN - - AND WATER ARE IN THE SAME TRENCH. I I Lp@ ALL SEWER AND WATER SERVICES ARE EXTENDED 10 FEET BEYOND THE PROPERTY LINE STA: 5+58.6 Z724.7 4.9296 985.24 \ 12. ALL VALVES ON THE WATERMAIN FOR THIS PROJECT SHALL BE GATE VALVES. NO BUTTERFLY 1 --.. - VALVES SHALL BE USED ON THE WATERMAIN FOR THIS PROJECT. - OD T-964.0 I 13. THE CITY OF CHANHASSEN CURRENT O WM LOWERING PVC SDR 35 SHALL GOVERN WITH THE EXCEPETION OF THE SANITARY SEWER AND WATERMAIN SERVICES. 14. INSTALL HYDRANTS 5' BEHIND CURB (TYPICAL). fD STA 3+28.9 1 8.7 LF ° rn e POLY WRAP ALL HYDRANT BARRELS .09 /° o x rn 8' PVC 35 8". 16. BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT IN SERVICE. > Z _ _ . PVC SDR 35 - F- t- . 71.9_LF @ 1, @ 1,95°j0 z R I 17. ALL 4"-12" WATERMAIN SHALL BE PVC C900 (DR25). WM LOWERING O O 112.8 LF @ 0.44% n ALL 16" WATERMAIN SHALL BE PVC C905 (DR18). T- + W90 O) ?i 1- 18. MECHANICAL BALLS SHALL BE INSTALLED IN SANITARY SEWER AT CONNECTION POINTS zrrn ONm m z m .. -m �,I- I INFILTRATION. BALLS SHALL REMAIN UNTIL LINES ARE TELEVISED & ACCEPTED BY THE CITY. ox Z UWP.- -zt~O PRIOR oWo 1+00 2+00 3+00 4+00 5+00 ••1 •:1 970 •.1 950 1 940 12+00 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 NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS 13ASE_FAWN _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. CHECKED BY - - SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE RSM _ _ _ _ _ _ _ _ _ - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING - DATE FROM ILLEGITMATE USE. ROBERT S. OLSTAD, P.E 06/14/17 . -- ------------------- Date: O �� 1% Lic.No. •rl •:1 970 • M 950 �I EAST 48 HOURS 1. ALL SANITARY SEWER SERVICES CONNECTED TO C900 MAIN SHALL UTILIZE AN 8"X6" C900 TEE, STA:0+00.0 STA:2+58.0 C900 RISER PIPE, C900 BEND, TRANSITION GASKET AND A SCH 40 LATERAL TO THE STUB. I 2. ALL SANITARY SEWER SERVICES SHALL BE SCH 40 FROM THE MAIN TO THE STUB, EXCEPT AS JI BLD: 15.3 OUTLINED ABOVE. ' 3. WATERMAIN SERVICES SHALL BE 1.0" COPPER. I 4. ALL DIP FOR SANITARY SEWER LINES SHALL BE POLY -WRAPPED AND ALL BOLTS USED SHALL -�... 75.9LF BE STAIN LIESS STEEL. LO 0)Fmo 5. REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS. 6. ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT. EXISTING Z U 7. WYE LOCATIONS TO BE SUPPLIED & VERIFIED BY CONTRACTORS. WYE STATIONING IS i1 \ UWFm CALCULATED FROM THE DOWN STREAM MANHOLES. �- 8. ALL TIES ASND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES. �y 9. ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED BACK TO THE _ J WATERMAIIN TEE BY MEANS OF APPROVED MEGALUGS UNLESS OTHERWISE NOTED. I 10. ALL SEWER SERVICES ARE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICES IF SEWER S,� \ T-970.9 AND WATER ARE IN THE SAME TRENCH. I I 11. ALL SEWER AND WATER SERVICES ARE EXTENDED 10 FEET BEYOND THE PROPERTY LINE STA: 5+58.6 UNLESS OTHERWISE NOTED. I 985.24 \ 12. ALL VALVES ON THE WATERMAIN FOR THIS PROJECT SHALL BE GATE VALVES. NO BUTTERFLY 1 VALVES SHALL BE USED ON THE WATERMAIN FOR THIS PROJECT. � "ENGINEERING GUIDELINES" AND "SPECIFICATIONS" I 13. THE CITY OF CHANHASSEN CURRENT SHALL GOVERN WITH THE EXCEPETION OF THE SANITARY SEWER AND WATERMAIN SERVICES. 14. INSTALL HYDRANTS 5' BEHIND CURB (TYPICAL). I15. POLY WRAP ALL HYDRANT BARRELS 1 16. BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT IN SERVICE. R I 17. ALL 4"-12" WATERMAIN SHALL BE PVC C900 (DR25). ALL 16" WATERMAIN SHALL BE PVC C905 (DR18). 18. MECHANICAL BALLS SHALL BE INSTALLED IN SANITARY SEWER AT CONNECTION POINTS FOLLOWINIG INSTALLATION OF PIPE TO PROTECT EXISTING LINES FROM DEBRIS, & SEDIMENT I INFILTRATION. BALLS SHALL REMAIN UNTIL LINES ARE TELEVISED & ACCEPTED BY THE CITY. PRIOR 19. THE CONTRACTOR SHALL CONTACT THE SEWER & WATER DIVISION Al L TO ANY PUBLIC SEWERANATERMAIN CONNECTION. ® 20. ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC I i l INVASIVE SPEACIES (E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM 1 EXTENT POSSIBLE. I I: ! I! 1 BENTZ COURT MH EX6 MH 3 �. Ip 0) STA:0+00.0 STA:2+58.0 2 RIM:968.4 RIM:978.7 BLD: 11.9 BLD: 15.3 ' SDR 35 HBOE-9801.8 _ FINISHED 8" PVC @ 2.77° -�... 75.9LF LO 0)Fmo 6" VALVE', m wzS EXISTING Z STA: 2+83.5. Ox OF 5z ZIM Oxy UWFm UW? 940' -1+00 0+00 1+00 ON 00 PVC NIM T-964.8 STORM X N v DR 35 6"PV 182.1 LF @ 2'65 /° MH 3 �. Ip 0) STA:2+58.0 2 RIM:978.7 BLD: 15.3 _ HBOE-9801.8 _ FINISHED HYDRAN1f GROUND 6" VALVE', T 972.5 EXISTING - STA: 2+83.5. GROUND % T-9709 8"x6" REM WM LOW�'jERN4G r 6 _ J B-968.8 �AINTAIN T-970.9 7.5' STORM RING 22.5° BEND STA: 5+58.6 1+00 ON 00 PVC NIM T-964.8 STORM X N v DR 35 6"PV 182.1 LF @ 2'65 /° T-ses.o WM LOW -9: STA:9604 �. Ip 0) 2 2+00 CITY PROJECT N0. S suRN - SATHRE-BERGQUIST, INC. m T 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CHANHASSEN ,n MINNESOTA 3+00 ••1 •:1 • ,. 950 1 940 4+00 50 25 0 25 50 100 0000d SCALE IN FEET FILE NO. ,SANITARY AND WATERMAIN PLAN 37865-001-200 FAWN HILL 3 HP HOLDINGS, LLC. 11 O O N O O coco n co J _J 2 z d� I 1 IUUU ••1 •:1 970 ••1 950 Be 11 21 903.1 87oa � Q - 1p ,M I 3 \yrs>64/i I 00�� 10�1� I I 4 I \ �9j UL Rs�I - w emes'es\\r�� I IM F CJ a i al UL LL OI , fi l l I` \yN \ �0 o' I _--- GF 983 31 � ,2 A \ P mOM X 5 140 =a 0' 2 /spa'aco` 1 -mIS vnV to Cil Lo 'Al sroeM wFe I \ \ v c9 --L ,�\ V 0 \ V v.9j� y 7 79 /y / / Q\ rn, \ d s \ s mss\ .6, 1,- \ �\ \\,,... ro \ T 2 \ \ \ \ ❑3 \ \ ,�/ \ > g� ;rte �d8o°s,�i/� , / OQO�' OUTLOT F / / I l / REMOVE BOULDER _ I 4 \ \ \� ,��X\ - - / WALL AND PILE FOR \ REMOVE f'♦ A NEW WALL L5 B2 IN CONCRETE �`�♦� , �e / \ _ WALK .� R OPE 200 SF TEMP /� �� d'a+��.,, \�rNFI-s7a.t5 \ \ TURROUND \ ♦ \\ \� \ ,`�'/,Q\\\ I e \ 710vSF��' \J �\ \. EXISTING ♦\STR TLIGHT` \ \ \ I I / \ ` \ \ \moi ap� \♦\♦ / LL \ r I Pond #1 \ I \\\ \\ \\ kxk 1Ifl I� I I'I I I II ' I I � CBMH 11 TC: 985.0 BLD: 4.5' 18" FES STM, 10 DIA: 48.0" TC: 979.9 BLD: 5.4' BMH 3 DIA: 48.0" TC: 972.3 FINISHED BLD: 10.1' GROUND DIA: EXISTING 63.4'-12"RCP GRA ---- `� CL.5 @ 3.79% / 77.4'-15"RCP c) v CL.5@7.75% oC', rnrn 161.1'-15"RCP uo) uo) z _z CL.5 @ 4.34% r- n iD N rnrn z 77 0000 "" N IA to vrvr; CD CD CD M wrno) Z z Z Z OiD V i0 CO '- N - 1000 1000 ••1 ••1 •.1 •:1 970 970 •.1 ••1 950 950 3+50 3+00 2+00 1+00 0+00 -0+25 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 940 CB H2 TC: 961.7 24" FE 1 BLD: 5.4' 6' APRON DIA: 72.0" 12 CY CL.3 WEIR WALL RIP -RAP j A H A D �� 24.2'-30"RCP GLA @ 1.24% OO O M (6 (D U*)� rno >z z- 00 M M EXISTING GROUND FINISHED H3 S TM 4 TC: 972.3 971.2 BLD: 10.1' :6.2' DIA: 60.0" :4 . " 159.3'-24"RCP 970 950 945 CB 9 -24.RCP TC: 972.2 TC: 972.3 CLA @ 0.63% 156.0'-30"RCP CL.4@1.26% 0000 N v - 1C, Un I- a I` 0 In 0 T-982.1 m o wM XING CLA @ 5.06% T-983.8 Coco rn CD CD rn rn rn »> 0 0) T-980.1 > > SAN x NG ZZ 29.3'-15"RCP XING ZZZZ 10.1' -- T-980.9 4.85 CFS --= 48.0" vv 0000 965.0 O iD V in N N 48.0" CD CD cD CD M Nr z 970 950 945 CB 9 CBMH 3 TC: 972.2 TC: 972.3 BLD:4.8' BLD: 10.1' IA: 0" DIA: 2' x ' FINISHED L9 GROUND EXISTING T-983.8 GROUND � AN XNG T-9".7 29.3'-15"RCP XING owM CL.5 @ 1.03% 10.1' 962.2 T-980.9 4.85 CFS SAN XING 48.0" 971.2 0000 965.0 N - Un U) M vnvr 48.0" CD CD cD CD 5.0' rnrn rn w z 6 zzzz LID 10 964.5 Mr N - 1+50 1+00 0+00 Iei_lllllt' r CSM, 5 TC:: 971.0 BLD: 5.0' DIAI: 48.0" 970 •.1 950 945 -0+50 FINISHED CBMH 6 GROUND TC: 974.5 BLD: 10.0' DIA: 48.0" EX STING GROUND k STRUCTURE TABLE STRUCTURE NAME DIAMETER RIM 106.3'-24"RCP ✓wMw"G 183.3'-24"RCP CLA @ 0.47%L.4 @ 0.44% L9 U 961.7 T-983.8 M � AN XNG k STRUCTURE TABLE STRUCTURE NAME DIAMETER RIM BUILD INV CASTING NOTES 2 48.0" 961.7 5.4' 956.3 R4342 DIVERSION WEIR 3 48.0" 972..3 10.1' 962.2 R3067 -V 4.85 CFS 4 48.0" 971.2 6.2' 965.0 R3501 DRIVE OVER CASTING 5 48.0" 9711.0 5.0' 966.0 R4342 6 48.0" 9744.5 10.0' 964.5 R3067 -V 7 48.0" 9711.5 4.2' 967.3 R4342 8 48.0" 980.1 6.1' 974.0 R4342 9 2'x 3' 972.2 4.8' 967.4 R3067 -V 10 48.0" 979.9 5.4' 974.5 R1642 11 48.0" 985.0 4.5' 980.5 R4342 12 48.0" 961.1 4.4' 956.7 R4342 14 27.0" 971.5 4.0' 967.5 R4342 FES TABLE Structure Name TYPE SIZE (IN.) INV C.Y. RIP RAP NOTES VELOCITY 1 FES 30 956.0 12 TRASH GUARD 4.87 CFS 13 FES 24 955.9 12 TRASH GUARD 4.85 CFS •:1 970 •.1 950 940 -0+50 24" FES 13 CBMH 12 6' APRON TC: 961.1 CBMH 2 12 CY CL.3 BLD: 4.4' TC: 961.7 RIP -RAP DIA: 48.0" BLD: 5.4' EXISTING GROUND DIA: 72.0" TRA H G ARD FINISHED GROUND 63.6'-24"RCP 81.0'-24"RCP CLA @ 1.26% CLA @ 0.37% 00) n� MOM In CD CID CD r- co rn rnrn wrnrn z_ z zzz a vv ovo N NN Cl) NM 0+00 CBMH 8 TC: 980.1 BLD: 6.1' CBMH 7 DIA: 48.0" TC: 971.5 Ef BLD: 4. DIA: 48.0" EX INV 97.10 20.7'-21 "RCP CLA @ 8.23% / `2 O o� 1+00 ••1 1000 980 all" 401 •:1 970 •.1 950 J 940 2+00 Storm A-5 B14 TC: 971.5 TC: 971.5 BLD: 42 BLD: 4.0' DIA: 48.0" DIA: 27.0" FINISHED GROUND D \1110'U",NGRD 10.1'-15"RCP 980 CL.5 @ 1.99% 960 970 v N •:1 970 '.1 950 -0+50 0+00 0+50 960 NGR1� 950 50 25 0 25 50 100 0000d kY�hSCALE IN FEET 940 AND ALL EXISTING UTILITIES. 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 -0+50 61.5'-21"RCP o o BY CL.4 @ 8.13% ? ? a USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGOUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGOUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGOUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING 04 CIJ CITY PROJECT NO. rn rn BASE_FAWN _ _ _ _ _ __ _ _ _ - - -- zz -- M M M HAN HASSEN MINNESOTA r t` t• _ _ _ _ - - - -------- - - 0) 0) 0) NN DATE 1+00 ••1 1000 980 all" 401 •:1 970 •.1 950 J 940 2+00 Storm A-5 B14 TC: 971.5 TC: 971.5 BLD: 42 BLD: 4.0' DIA: 48.0" DIA: 27.0" FINISHED GROUND D \1110'U",NGRD 10.1'-15"RCP 980 CL.5 @ 1.99% 960 970 v N •:1 970 '.1 950 -0+50 0+00 0+50 960 NGR1� 950 50 25 0 25 50 100 0000d kY�hSCALE IN FEET 940 AND ALL EXISTING UTILITIES. 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 -0+50 DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGOUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGOUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGOUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING 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 OF MINNESOTA. � �J a - � S' �j% U�"'c ERS S� �`'� �`F� w N SAT H RE- B E RGQU I ST, INC. m .... � y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 `% `�� CITY PROJECT NO. STORM SEWER PLAN FAWN HILL H P HOLDINGS, LLC. FILE NO. 37865-001-200 BASE_FAWN _ _ _ _ _ __ _ _ _ - - -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - ------------------ - - - - --------_ -- DRAWN BY HAN HASSEN MINNESOTA 4 11 TCW _ _ _ _ - - - -------- CHECKED BY - RSM - DATE HOLDDOWN DETAILS E R M Hg FINISHED GRADE PER J060 SRADING PLAN ARAGEFLOOR BELOW GARAGE FLOOR BFNVO ELEVATION GRND ELEVATION AT WO 2:1 CURREAR PAD ELEVATION TOs%3:1 MAX MIN. 13' 12' 10' 0' 60' PAD (UNLESS OTHERWISE NOTED) WALKOUT (WO) E FINISHED GRADE PER S H GRADING PLAN ON ss GARAGE FLOOR W T EL 3.0' BELOW GARAGE FLOOR 110'1 15.1 LOOKOUT ELEVATION 25.0' 2:1 GRND ELEVATION AT LO (XXX.X) CURB REAR PAD ELEVATION 6.0" 4% z% 31 MAX TOPSOIL L MIN. 25' ' 7' ' 18' 60' PAD (UNLESS OTHERWISE NOTED) LOOKOUT (LO) E S H FINISHED GRADE PER R M SS GRADING PLAN WN EB GARAGE FLOOR 110'1 161 3.5' BELOW GARAGE FLOOR TN +/-3:1 CURB 6.0" TOPSOIL 1% .� 10' ENSURE FULL BASEMENT PADS ARE DRAINED 60' PAD (UNLESS OTHERWISE NOTED) FULL BASEMENT (FB) NOTES: 1. GRADE (999.0) BEHIND EACH HOMESITE IS THE LOW GROUND ELEVATION AND PROPOSED TOP OF TOPSOIL, SUBGRADE SHALL BE DOWN 0.50 FEET. 2. ESTABLISH FINISH GRADE AT ALL 10' FRONT YARD UTILITY EASEMENT LOCATIONS. 3. THESE DETAILS REFERENCE A 9' POURED FOUNDATION WALL, AND A i0.7' DROP FROM REAR TOP FOUNDATION TO GROUND ELEVATION FOR ALL LOOKOUTS AND WALKOUTS. g96 -99 .99 \ \ \ \\ \\ \\ \ 82\ \ \ 888, 11 \ \ \ \ \\ \ \ \ \ ea6 ' •Tc \ 968 ....- , �T,- v v v v v v v 9m)I \ •� � � -6 8.745/ / \ \ i QUI A\ -_-\,000 978 �. Or?4?OCD OCD i I/ b-- m rn'=c� LL � LL LL 868 \ - \ ,. ._. ftl(n i-- UTLOTB x978.9 973. ,i' Ji '.'✓ \ \. / q \ _ _ ` � � � _ l -974- � 970 ---- (10... \ OUTLOT D I ) 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF CHANHASSEN OR DIRECTED BY THE ENGINEER. 1 / 2. SAND AND SILT MUST BE REMOVED FROM THE POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF THE PROJECT. 10. RESTORATION -3.5 ACRES A. RESTORE ALL DISTURBED AREAS WITH 6" OF TOPSOIL, OR EXISTING ON-SITE ORGANIC MTRL. 3. BEGIN GRADING. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION B. STEED POND SLOPES AND DETENTION AREAS WITH MN/DOT 310 OR BWSR P8 SEED MIX AT A RATE OF 100 LBS./ACRE AND FERTILIZE WITH PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER. 20-0-'10 AT 100 LBS./ACRE. 4. INSPECT POINDS, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE NPDES PERMIT. C. STEED ALL OTHER DISTURBED AREAS WITH MNDOT 250 AND BWSR SEED MIX FOR WETLANDS AT A RATE OF 100 LBS./ACRE AND FERTILIZE WITH 20-0-10 AT 100 LBS./ACRE. (UNLESS OTHERWISE NOTED) 5. STREET SECTION - OUTLOT F 9 \ �s \ _'41 / \ ( 1 0 9.660& e V r REMOVE EXISTING DRAT NTILE 'STRUCTURES 982 /+ I I �Rt W66 x 911.5 HPEOF a 6+ \ til qQ�a 1 .2; REMOVE \9sB,� CONCRETE 9 \9\� WALK R Oe 82 V _� TEMP \ \ 6x 200 SF TURNAROUND ` 9 "� \ 7 P ��$1�1 19 F EX STR / O SOF ocL1I \ Pond #1'-, \ v / NWL-9516.0 v v 10 HINL- 95$.5 A c9 L'w°\ I / I 11��I CONSTRUCTION NOTES 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF CHANHASSEN OR DIRECTED BY THE ENGINEER. 9. 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. 2. SAND AND SILT MUST BE REMOVED FROM THE POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF THE PROJECT. 10. RESTORATION -3.5 ACRES A. RESTORE ALL DISTURBED AREAS WITH 6" OF TOPSOIL, OR EXISTING ON-SITE ORGANIC MTRL. 3. BEGIN GRADING. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION B. STEED POND SLOPES AND DETENTION AREAS WITH MN/DOT 310 OR BWSR P8 SEED MIX AT A RATE OF 100 LBS./ACRE AND FERTILIZE WITH PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER. 20-0-'10 AT 100 LBS./ACRE. 4. INSPECT POINDS, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE NPDES PERMIT. C. STEED ALL OTHER DISTURBED AREAS WITH MNDOT 250 AND BWSR SEED MIX FOR WETLANDS AT A RATE OF 100 LBS./ACRE AND FERTILIZE WITH 20-0-10 AT 100 LBS./ACRE. (UNLESS OTHERWISE NOTED) 5. STREET SECTION - D. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. 2.0" WEAR COURSE E. MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USE WOODFIBER BLANKET ON ALL 2.0" BASE COURSE SLOPES 3:1 (FT) OR GREATER. 12" CLASS 5 F. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET 24" SELECT GRANULAR BORROW CONSTRUCTION IS COMPLETED. REFER TO CITY DETAILS 5302 & 5302A FOR APPROVED DEVICES. G. NAAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. 6. DRIVEWAY SLOPES- H. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. MINIMUM -2.0% BLUFF CREEK OVERLAY DISTRICT MONUMENT MAXIMUM -10.0% 11. NAATERIALS 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. 7. FB, LO, WO PADS 3:1 MAX. ALL OTHER SLOPES 4:1 MAX (UNLESS NOTED) 12. BOULDERS MAY NOT BE USED ON WALLS TALLER THAN U IN HEIGHT. 8. CONTRACTOR TO REMOVE SEPTIC SYSTEM AND CAP WELL 13. A\ HOMEOWNERS ASSOCIATION SHALL BE CREATED TO TAKE OWNERSHIP OF THE RETAINING WALLS EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING 14. STILT FENCE: BEFORE GRADING - 1055 LF 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 15. ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPEACIES (E.G., ZEBRA MUSSELS, AND ALL EXISTING UTILITIES. EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS BASE -FAWN 01 02 CAW TCW 07/007/17 RPBCWD COMMENTS _ - 07/12/17 COUNTY COMMENTS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST INC 'S EXPRESS WRITTEN AUTHORIZATION USE WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE DRAWN BY TYPICAL LOT DETAIL \ \ r 992 J \ ) I REMOVE EXAS�in!3 .--- / I CULVERT NO DRIVEWAY,ftEaInRt / I DITCH ALONG dR II/ T79892 978,o,?+OO976 / % \lux 8!d9030 /�` TNH 9s5 -2a PAR, E - m O m 1 t <Q' 981.0 +"+, y \ (7\ m o N (V O+SO m / a 974 - ,� / OUTLOT F� 335 LF SILT FENCE �" , +� \ 1 r I EMOVI✓ FEP 9 3.5 .�_HP-E'6y , 1 / 1 I I + EMOVE XISTNG REMOVE BOULDER /j HANNE WITH L.3 /I t I WALL AND PILE FOR L �ip RAP OCY AND NEW WALL LS B� 12 968\ I )f /REM'OV CUL ERT I 1 I ANDD IVEVJAY, / A + REST RE DI CW .ALO G Cl ,117 (STING EET LIGHT \� �cp \ 1 1 r r\ \ \ \ \ L� 96s \ II l r ,-- \ , 970.0 \ \,! HP -EOE �V- 14 I ®1 G 4 10l II rig l/ / 1 00 11 'w� /� \ �V _ Y, EXISTING DRIVEWAY'S AND CULVERTS SHALL BE REMOVED AND THE DITCH SHALL BE RESTORED ALONG GALPIN BLVD (CR 117) DENOTES LOT CORNER ELEVATION o DENOTES BLOCK DENOTES ADJACENT NUMBER GRADE TO LOW OPENING DENOTES REAR OF DENOTES LOT (50' BUILDING PAD (69 MIN.) LO NUMBER DENOTES BUILDABLE PAD AREA DENOTES GARAGE "-, (9956) _X-- _ FLOOR ELEVATION 1 DENOTES BASEMENT FLOOR ELEVATION BF 993.1 DENOTES HOUSE DENOTES SPOT LO 996.1 TYPE ELEVATION DENOTES EASEMENT GF 10o1.5 _ _ `LINE- DENOTES SETBACK LINE DENOTES LOT CORNER- - ELEVATION DRIVEWAY SLOPE & ORIENTATION (PER GRADING PLAN ELEVATIONS) TCW03 TCW 07/18/17 CITY COMMENTS SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w N SATHRE-BERGQUIST INC. - - -- - - - - - - - - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. , CHECKED BY 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 - - - - - - - - - - - - -- -- - - - - - RSM SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE s1 ¢ - - - - - - - - - - - -- - - --- - - - - - - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING DATE ROBERT S. OLSTAD, P.E. 06/14/17 - - - - - - ' - - - - - - - - - - - - - -- FROM ILLEGITMATE USE. Date: O � L( LI -7 Lic. No. ZIpLiZB CITY PROJECT N0. ,HANHASSEN MINNESOTA 50 25 0 25 50 _1JJ00 0110❑IJ SCALE IN FEET FILE 1- GRADING PLAN 37865-001-200 FAWN HILL 05 HP HOLDINGS, LLC. 11 0 0 CJ O O LO co ro I` th J J zL Q LL 91Q / s LCKA14 11 j�— — _ _ v / / �• / / - �.\ 992 p k"F t � 984 982 - i cP5- 6.79 1:a; 980 rn V V c, 101 I/ I - -5 b 97 50 c #-\-�� s) £> _ VA BA 982- --. w-_x973ta —, 9g 0 / 974_ 9`3, GF9g2 Z, � _ .— — _ — — � _ 0 s�0 1 \ � ^ � (h�,4i-�'�i �, : _ 9a2 a .� _ 976 _ -"972 1. 970 Z7 6� \ \ \\ �✓ \\- \�o \ �w - .l\�. //Rs`34„CQ >/ 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. RAWING NAME NO. / DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS'STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC, OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. 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 OF MINNESOTA. S✓� _ w m m 4� G41 P�'� Rs ?\j • er - - - - --- - - - - -- - -- - - - -- - -- -- - -- - - - - - - - - _ - - - - - - -- - - -- - - - _ _ - _ - - - - - - - - - - - - - - DRAWN BY TCW CHECKED BY RSM DATE ROBERT S. OLSTAD, P.E. Date: O � i I% Lic. No. Z PL/Z8 06/14/17 I w w w ter\ w ,E It/ 41 1VI 1 I r- l 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. RAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS'STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC, OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. 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 OF MINNESOTA. S✓� _ w m m 4� G41 P�'� Rs ?\j BASE -FAWN - - - - --- - - - - -- - -- - - - -- - -- -- - -- - - - - - - - - _ - - - - - - -- - - -- - - - _ _ - _ - - - - - - - - - - - - - - DRAWN BY TCW CHECKED BY RSM DATE ROBERT S. OLSTAD, P.E. Date: O � i I% Lic. No. Z PL/Z8 06/14/17 SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CITY PROJECT N0. :HANHASSEN MINNESOTA 000000 ROCK ENTRANCE BERM 000000 -------- SILT FENCE 3 CONCRETE WASHOUT INLET PROTECTION 9 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. RILEY PURGATORY BLUFF CREEK WATER SHED DISTRICT EROSION CONTROL NOTES a. Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible. b. Additional measures, such as hydraulic mulching and other practices as specified by the District must be used on slopes of 3:1 (H:V) or steeper to provide adequate stabilization. c. Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. d. Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be properly managed. e. All temporary erosion and sediment control BMPs must be maintained until completion of construction and vegetation is established sufficiently to ensure stability of the site, as determined by the District. f. All temporary erosion and sediment control BMPs must be removed upon final stabilization. g. Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted through soil amendment and/or ripping to a depth of 18 inches (8 inches for single-family home properties) while taking care to avoid utilities, tree roots and other existing vegetation prior to final revegetation or other stabilization. h. All disturbed areas must be stabilized within 7 calendar days after land -disturbing work has temporarily or permanently ceased on a property that drains to an impaired water, within 14 days elsewhere. i. The permittee must, at a minimum, inspect, maintain and repair all disturbed surfaces and all erosion and sediment control facilities and soil stabilization measures every day work is performed on the site and at least weekly until land -disturbing activity has ceased. Thereafter, the permittee must perform these responsibilities at least weekly until vegetative cover is established. The permittee will maintain a log of activities under this section for inspection by the District on request. Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, Eurasian watermilfoil, etc.) to the maximum extent possible. 50 25 0 25 50 100 RM®Md SCALE IN FEET FILE NO. EROSION CONTROL PLAN 37865-001-200 FAWN HILL 106 HP HOLDINGS, LLC. I/ 11 HYDRANTS SHALL BE CLOW MEDALLION (SHOWN) OR MUELLER SUPER CENTURION COJE.a L Shape of back of ILANUAMS me, wry a$ long as poured ogo,nat ikm Nade u lded earth, 2. Dimenslan C1,C2,G3 should I IM enW9h tmake the. D 45'. a9Pol 1p re larger hen 3 be as LAM Aa. Cas should wi as InIn as possible lhwi In with MJ ddts. o. @ = 95" Minimum. v ALL HYDRANTS MUST BE PRE -APPROVED BY THE CITY Q 41 a ME N19RHIT MARKER SHALL BE A m V SPNNG MOUNTED STAINLESS STEEL aR 1" Corporation stop oa c ° AWMAWNT ROD 5 N OVERALL LENGTH. ran SOL MOUNT A➢PUCAIICN. USING Red I WASTE REFLECTIVE TAPE MAPPING. TRACER NAsILFTZ'D Es OR IF S UK RE TRACER BOLI CURB DR GUTTER L116 5. Place payethyfine between (MAKE Mil atW iIYORaxr txACflR %NT AS VALVE Box STREET' concrete & p pa B T 0 AA bends & fittings shall DETAILS be restrained withMegalug4 5300.55m,e5v1 thvst rsntrabris or equal e - Gas -11 4 99 Z4 WIT.2.aR Plugged end @ - Be, note 4 HYDRANT SHNSE 3' AM BARREL A IA•A A NAS SHALL AS REY%PPFP IT TYPICAL \ 5 +' x A ,. - - TER MAIN See�o�Jiaia. R ne�E oleo 9 Q A CITY COLE FURNIW AA ODNACWZ ANO STtiM£55 STEEL FAW TO ad OOTALLED 0, A CONTRACigt YWTHWi PLAN 90' BENDS PLAN 4Y BENDS OLxPWM Thrust blocking may be a Mega 11.9 cap or plug W/8fue COMPENSATION 1 awlc raxD of Dere valve. 'mA'PTEE Core bolts. Tie back to the previous joint is required. 1 'Ir am Roac °pTM re'R Vwimt - V Min.{ e - se' nolle Y AND 2 LAYERS CFr 9 x18 BMW GMCREIE BLOCK After meeting the test requirements the air bleed line (if PaL nvE (Y 7 xo Es installed) Shalt/ en disconnected OL the plug with no t. ALL ANT B iS SMALL NAVE WEEP HOES, COt4LRETE SHALL BE • A additional compensation. ]. HYDRANT BUR/ DEPTH WALL BE A5 PER MANVFACxAt£5 RECOMMENDATION WIN 1} A ,MMUMURAPARD C6 URA COIER MER HYDRANT CT IN CONTACT WITH - i c C A 1 Atl PMRTiO SURFACES SNARL Be Su6JECT TO HAD 'FEAR WARRANTY PEIisOD .HIS QUADRANT Ns� AS NOTED W SECTION Zen C6 THE WATERLNN SPEpiICKDON5 OF PIPE A Water service top or nearby hydrant may be used to 4. NM)RANT NSTAULATON dqA INCLUDE A xyIX 7 MARKER. G ALL JMdTS SNALL 9E RESTRNNED WA MEGA -ELAS MECHAMCAL JONT RESTRAINT, the engineer. LE TO SE T b ua uM AIxDWABt /2" if approved Tru Axrs xa ' the linem MER L Gina! air out of ,Y 3 ALL HYDRANT To BE PL1A1B p eB t PER roar a HM,oM BEDM ED EARN.- J. HYDRANT t0 BE $FS MIT Y SERAO WITH PLASRC YfiiPP GP RAG TD UN66NRBCp EARN NIXCAIE 1NAi IT 5 MIT Or SERVICE. eDNLRET'- SECTION A -A PIAN 22 1/2' BENDS QfI!dipOF AIR off OF� TYPICAL BLEED HYDRANT my CONCRETE cow DETAIL INSTALLA nON THRUST REvsED-1 T PLATE NO.: ReafsEo: n -1s ENGINEERING DEPARTMENT r a ... Ii ✓`4 BLACKING litl (LEERING DEPARTMENT 1003 n x Nc 1 a111 Fl ..+ANF A[ ENf.`SPL"r: ArA PLATE NO EL Street PL D&U BUTTRESS DIMENSIONS 6' Metal fence post Vafable PIPE 22 i/2' BEND 4B' BEND 90' 6ENOf1EE SIZE 1' Type N" C➢oPer- n � 1"X1" Corporation Cock Concrete brick support 8 i'-5" 1'-5" .7_'1' Y_6• 2'-B' 2'-0" 3. The toper service lone between the main and curb box co will not be ermined Tete of in slices p shall be one continous p pp g, p 4. Corporation COCk t0 i!C Of Me gUlek compression type o5 stated In SELLICn 2.11 of the watermatn specifications. 5. All taps require use of Stainless steel saddles an all mains. 6. Saddles shall be Smith Blair 371-372 or approved equal as per sac Licn 2.14 of the watermain specifications. 18 TYPICAL 3 WATER 18 SERVICE RE',nSED: 1.0-16 A'-0- 24" Pr_E NAME 0ILI. SREC$ 10'15 2 5 12 26 2 5 11 25 v ALL HYDRANTS MUST BE PRE -APPROVED BY THE CITY Q 41 a ME N19RHIT MARKER SHALL BE A m V SPNNG MOUNTED STAINLESS STEEL aR 1" Corporation stop oa c ° AWMAWNT ROD 5 N OVERALL LENGTH. ran SOL MOUNT A➢PUCAIICN. USING Red I WASTE REFLECTIVE TAPE MAPPING. TRACER NAsILFTZ'D Es OR IF S UK RE TRACER BOLI CURB DR GUTTER L116 5. Place payethyfine between (MAKE Mil atW iIYORaxr txACflR %NT AS VALVE Box STREET' concrete & p pa B T 0 AA bends & fittings shall DETAILS be restrained withMegalug4 5300.55m,e5v1 thvst rsntrabris or equal e - Gas -11 4 99 Z4 WIT.2.aR Plugged end @ - Be, note 4 HYDRANT SHNSE 3' AM BARREL A IA•A A NAS SHALL AS REY%PPFP IT TYPICAL \ 5 +' x A ,. - - TER MAIN See�o�Jiaia. R ne�E oleo 9 Q A CITY COLE FURNIW AA ODNACWZ ANO STtiM£55 STEEL FAW TO ad OOTALLED 0, A CONTRACigt YWTHWi PLAN 90' BENDS PLAN 4Y BENDS OLxPWM Thrust blocking may be a Mega 11.9 cap or plug W/8fue COMPENSATION 1 awlc raxD of Dere valve. 'mA'PTEE Core bolts. Tie back to the previous joint is required. 1 'Ir am Roac °pTM re'R Vwimt - V Min.{ e - se' nolle Y AND 2 LAYERS CFr 9 x18 BMW GMCREIE BLOCK After meeting the test requirements the air bleed line (if PaL nvE (Y 7 xo Es installed) Shalt/ en disconnected OL the plug with no t. ALL ANT B iS SMALL NAVE WEEP HOES, COt4LRETE SHALL BE • A additional compensation. ]. HYDRANT BUR/ DEPTH WALL BE A5 PER MANVFACxAt£5 RECOMMENDATION WIN 1} A ,MMUMURAPARD C6 URA COIER MER HYDRANT CT IN CONTACT WITH - i c C A 1 Atl PMRTiO SURFACES SNARL Be Su6JECT TO HAD 'FEAR WARRANTY PEIisOD .HIS QUADRANT Ns� AS NOTED W SECTION Zen C6 THE WATERLNN SPEpiICKDON5 OF PIPE A Water service top or nearby hydrant may be used to 4. NM)RANT NSTAULATON dqA INCLUDE A xyIX 7 MARKER. G ALL JMdTS SNALL 9E RESTRNNED WA MEGA -ELAS MECHAMCAL JONT RESTRAINT, the engineer. LE TO SE T b ua uM AIxDWABt /2" if approved Tru Axrs xa ' the linem MER L Gina! air out of ,Y 3 ALL HYDRANT To BE PL1A1B p eB t PER roar a HM,oM BEDM ED EARN.- J. HYDRANT t0 BE $FS MIT Y SERAO WITH PLASRC YfiiPP GP RAG TD UN66NRBCp EARN NIXCAIE 1NAi IT 5 MIT Or SERVICE. eDNLRET'- SECTION A -A PIAN 22 1/2' BENDS QfI!dipOF AIR off OF� TYPICAL BLEED HYDRANT my CONCRETE cow DETAIL INSTALLA nON THRUST REvsED-1 T PLATE NO.: ReafsEo: n -1s ENGINEERING DEPARTMENT r a ... Ii ✓`4 BLACKING litl (LEERING DEPARTMENT 1003 n x Nc 1 a111 Fl ..+ANF A[ ENf.`SPL"r: ArA PLATE NO EL Street PL D&U Variable Easement 6' Metal fence post Vafable denoting CUM bPK rC,,lbox top 6" painted blue. with 1 I/4" standpipe and sla Tonary rd M g Water Service 1' Type N" C➢oPer- n � 1"X1" Corporation Cock Concrete brick support min. size 3" thick & 32 Sq. in. Water Main NOTES. I f curb stop. 7. Do not pug end a P 2. Add crimped pigtail to curb atop. 3. The toper service lone between the main and curb box co will not be ermined Tete of in slices p shall be one continous p pp g, p 4. Corporation COCk t0 i!C Of Me gUlek compression type o5 stated In SELLICn 2.11 of the watermatn specifications. 5. All taps require use of Stainless steel saddles an all mains. 6. Saddles shall be Smith Blair 371-372 or approved equal as per sac Licn 2.14 of the watermain specifications. 18 TYPICAL 3 WATER 18 SERVICE RE',nSED: 1.0-16 ENGINEERING DEPARTMENT-1711-10 T EPFlRTMEN. PLATE NO.: 1005 Pr_E NAME 0ILI. SREC$ 10'15 -�WA1ER NAIL 7,5' Minimum s...... lrea DRP lln 7.5' Minimum roarer required Tar ttAB m axoa 731er Na. 6860 over top at N. main. w1ER Tper Na 6860 over told of Wein, main. HAW 2r Order Muollar Na. N-103§1 Moeller No. H-10361 �'AC BlbE:y-Ste-Calx No, 8-3166 Pravde Volvo Stam Risers Bibby -Ste -Croix No. 6-5160 Provide Valve Stem Rivals - L7 Ta Within 4" b1 ini 5urioce To WILnM 6' Of Too SLAH; e 0)j tyE-Lip tl fi¢ Distance from If Ton Distance From Tha top Nal Oi Tne Valve To The ,P Nut Of The Vad, To /I The Surface IN Greater Than 8' The Surfoae Is GYeDter Than 8'. AS belle Gade AN RELEASE VALVE �__ _ Adielt top to 3/4' below TOP Adfust top 'to 3/4" below Tier Ne, MMD 26" L grade Bax to be set is Tyler No. 6850 26' rade. IL to be set to Muwier NO N-10361 26` prawtl< 12" of edNSlmtnl' Muel!a No. H-10351 28' provitle 12' of nUJusimeet. smby-Sta-LYoix No. VB502 2e 81bby-Ste-GOIX N. V8502 27" PLAN VIEW lyler N. 6860 Tyler No. 6850 ��--_ xAtx+alE FRquE R-rTSa-E & un T$✓1 Muell¢r No. H-10357 Mueller No. H-10357 �� AS PER OETAx. 2111 Sion, -Ste -Croix B-5001 EXTENSION Bibby-Ste-ICroix a-5001 -E Ther Na 5B 14" Gate vaVe box, screw INC., Tyler N. 58 t4' Gate valva INW, screw two, 'my ^CONCRETE COLLAR NO. B9 18" 3 Piece, 5 INN craft, dos No. 59 18" 3 piece, 5 '1/4' shalt, NMI, 1 Na. Se 24" G box, T 6 extand¢a. No 66 24" G box. 7-6 extended Mueller Na. 58 14" R6 sauna bane M BJler No 58 19' RAMNEux aN EWAL Na 59 20" N5. 59 20" MEDCONCEAI Al 2110, NT PN6 Bbby-Ste-Croix Gale Valve Adapter' 1/4' Bbby-S[e-Dox Valve and box to be plastic SEE DETAIL B Ina. V6520 NoAL' 57 9" Steel With P.oteci ve WV8520 Na 57 9° wroDetl as, per sect{an 2Nw VB521. 58 14" SHRI EXTENSION VIM . 59 20" 9. 1/2' Rubber W521 No. 58 14' V652. 60 26' Gasket Ins1011etl Between V8522 No. 59 20"w'a sraxDAn vr+Yusr The Gate Valve And V8523 No. 60 26"Gate Vvlra Adapter Ther. 6860 65" Nelda 6ASAM AND ILIIRNEID Maher. H-10361 65- CION, Mueller Br Tyi Na. 6850 65" Bibby- YH516 60' Approved EWm BOTTOM T CPiPeN maRest ant Wedge Valve Muller No. H-10361 65' Butlterfly Vave Box Awv ax eQUAL Conform ng to AWWA by-e-rallo. V8515 60" Adapter I Y w.L vAVE x to be C-509 Standards wingo a per Stainless Steel Nuts --waive uAAA 19 NAME Y 1e+. a & Bolts end 2" J GROUT SPACE BETWEEN WATER Brwze Operatng Nut. End View i MAIN AND MANHOLE WALL •� 4 "P"` ,':.ie 8� y'>• MMPACrO SAND FILL Buttd oreSsreq Valle ver a lager) U.n. Go d H Henry Pratt Drountlhog, sr _jam --]2'21^ PR.e S pAGC ' L'ne Kennedy IB duallaAmerican r d SEE aIX+GETE sole£ 6 x6 x16" CMvPCU, Block ✓+inn edy, Airless Tr Steel Outs &d Saudalta. �.• :. EQRQE V1W'L gf $LAB FEMFaRGMa 0ifA4 with all s!emlesa SSal9 nota &oafs. 6"xWNIST SaM Cennrete, Mocks $EGTIDN VIEW > Qnff TYPICAL GATE VALVE affof TYPICAL BUTTERFLY VALVE Off AIR RELIEF AND BOX INSTALLATION AND BOX INSTALLATION MANHOLE IEXV_M.3-18 PULE N0: Au,1E N0: KIM 1 ENGINEERING DEPARTMENT 1006 RTv EO '-16 sw n3 -re ENGINEERING DEPART'MEN'T PLArz xa 1008 ENGINEERING DEPARTMENT 1007 r ILL MYE: - XNv SPECS 1SO1 f E'. f.: EN SP'CS` rOaR REV15ED:2-ole LA'" ENGINEERING DEPARTMENT 1002 FIT AME: GL PL 'a'Eou`L"va�`°t`E"IN MINIMUM FEET OF RESTRAINED PIPE RE OU Provide I & sorrier Pn't in sanitary VARIES 9' $ower Manhdes (sea PManhole Casting, Lid and adjusting 6'x1 xcEo oP E mlc CL PL Am maMrc Rings (See plates 2110 & 2111.) ttnL�n �rwvcu Dr� ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE 1fE vAPoABLE revved ela x 9..ama nq. (sea 'Ieve ano aPNMlep a 6" Concrete Cafar CGNCRE iE RLOEK (rM.)nt A. Me* PEi51Ar{ CALK (itPK4 aF 4) A. vurlE� owtER nurlx INCREASE MINIMUM LENGTHS BY THE FOLLOWING e^ xY N r L ue x v x21 lox SE CO. j v xwRAxr c sive" AMOUNTS IF PIPE IS WRAPPED IN POLYETHYLENE. }.----- Pra aX IN borax m al zw,lwy Cut boll from OIP A o c D O , 509 INCREASE ON ALL DEAD ENDS. Metol Tee posts installed maanaM(xae rmra sae) Steapproa+d equal else.1s"a.ahRfinish from invert 9r de to S top 6' pated-or opprovod equal FcON209. INCREASE ON ALL BENDS. , \vwret�iAL TEE POSTS INSTALLED B- Cn<IWe weeFROM INVERT TO 3' A80VEa• iowa, wrssvx sal plops In manhole to nave "0`ring YC- walERxAIx ve 11 NJ GAF . MIN VXVE eDx 6" . I 1. r w,e VALVE mi,RAL ar 4 1r ow x Initi. or s) 1 IIr SALL Vg&w (1WIEAL re 2) 4 ]' iIANLFa PgE5511NE PEWIQN4 VALVE I - 110. a.wam PnEssw,E REouaxa vq... PLAN VIEW HYDRANT LEADS uqM1 CAS1Na AND He xkTm 201. NHMIpE VSXNG R nn -r AND uP as. Ress PER pE,A, alio As PEAL OEran 201. Mimi L " I A, PRESSURE LAUDE ndn9 Or sl RIIBBEF NOTWEIIEi (ilflEAt) CROSSES e P on COMER FINISH GRADE i0. 6 PAINIEP GREEN. -- 3 _ ZS' COMER _ 1 c _ e &0' COVER drzmad`d[me evetreT �� n �e;ah*rr NiW eonana ar daAm i AN'd. PIPE SIZE 22.5 45 " DECO 90 ENO 22.5 45 DEAD 90 END 22'5 45 . DEAD RD ENO 4" 2 3 8 18 2 3 8 18 1 3 8 17 6" 2 5 12 26 2 5 11 25 2 4 11 25 g^ 3 6 15 34 3 6 15 33 3 6 14 32 12" i6" '4 6 9 12 22 29 50 65 4 5 9 11 21 27 48 63 4 5 8 11 20 26 46 67 20" 7 15 35 80 7 14 34 77 6 13 32 75 24" 8 17 41 95 8 16 40 92 8 16 38 89 30" 10 21 50 117 10 20 48 113 9 19 46 109 36" 12 24 59 138 11 23 57 133 11 22 54 129 42" 13 28 67 159 13 27 65 153 12 26 62 148 48" 15 31 75 179 14 30 72 173 14 29 69 167 P on FINISH GRADE i0. 6 PAINIEP GREEN. -- 3 _ _ 1 c _ e ,/O" 1 ,/r LETTERS WIN, , ,72" LETTERS A. A1C' xu$D itusINCH+ drzmad`d[me evetreT �� n �e;ah*rr NiW eonana ar daAm i AN'd. CITY PROJECT NO. FILE NO. 12 -16" - REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF WITHOUT DIP Tee Section _ saaise aaaiequirednbY sfhe Engine r. Adopt DP to PVC DETAIL SHEETS 37865-001-200 RNMD Nuel -eUus FpNi 'BFALEN INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITH AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. _l-�j-I OVERLAP INJ TEE POSTS �o FAWN HILL 07 -2" SIT. WEAR H TWO EXTRA BAR :IN BOTTOM CHANHASSEN, PLAN OF COVER TCW CHECKED BY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. RIGHT TOHOLD ANY ILLEGITIMATE i COYER DIA.- `s o 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 m MINNESOTA _,_�r - f}- f -K "ll SATHRE-BERGQUIST, INC. RESERVES THE FOR DAMAGES OR LOSSES RESULTING t 27- 5 1 �11A I s° Bend as Needed PIU; `o USER OR PARTY LEGALLY RESPONSIBLE F A own um or 2 ,mw+ mamde SECTION A -A - �� FROM ILLEGITMATE USE. ROBERTS. MOLSTAD, P.E. Z L/ Z8 O 7 Lic. No. COVER R UIRMENTS Is MANHOLE CDVER WEIGHT OF BOTTOM T K Ar WYE PLUGGED END WI} \t ♦ \1 . �(%1,Y7,Z1) (X2,Y2.Z2 N BAIRS dace to be S. akecaY blow S SANITARY ST2109 R.S ONLY SANITARY SEE DETAIL 2103 - M2-2"ADJ RINGS 3/4" Stanley} Seed StrgP< twat to 4 20110 LBS 8' 6" NO 5® 6' r-45 DEGREE SEND PER FOOT 7a" 2525 LsS. 8" 7'. NO. 5®4 ] 3105 LBS. 8 ] ND. 5®4 Np- SRb 6"I Nq_ 3® 6"1 m - 72 a•-0° cm,e xrxam ND_ 3� 6 HOPE. EPP OR PRECAST 7g 4 3 e B NO SM `max. wall to w➢cln usin siafnless steel 84" f 0" 57T0 LBS s" 9" N0. 5®4 Ply" ' CONCRETE ADJUSTING RINGSB` °a %o.Yo.02 Min. Sloe 1 4" t. p - / {• THICK CONCRETE s site anal be mt cwt Cann / wYll Naive few [1( wtM. g6 6 0 N0. 4 NO.. 315 4 expansion bobs, 2 straps Per IO2 -ti NO.'. 321 4" C19TOF MANHOLE j B" y. Poon-C6rYaaiV@ RMSEO:I-+.0PLATE 4' ee<t3an. ENGINEERING DEPARTMENT NO, 2108 nLE -¢ NG 5 2109 -T} Limits of Excavation Service tAarkar /f N� n -atoll raaunnx. Ri,ek,ar9d MH aPviL wequal. NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. Nn„�c ERs z' LEr1ER5 21/4 2•,ETI . a lv N0.'2aFLUSH SERVICE MARKER NAISEaiw4 - ` 7- 1 Nor -n -seal manhole er approved[ HIT. WEAR COURSE ADJ. DETAIL (SEE NOTE a) `tl2 RPE DIAMETER MMp. 6" PVC SDR -26 Wye & service line. (see note #6 below) BARRIER AND STRUCTURE ' NAaI apps W I sAT i }/4" y s Tamped Fill MANHOLE CASTING & LID SHALL 2. Pipe sholl be cut fluah with inside face of wait. MINE, ad DIPoo) SANITARY SEN£R Tee Of Wye and 45' bed P_.vl mods m• de 112 of - us 1 All dog Masses seal be grouted GA91ER0 =1SED FOR SmsesY µp NARK WANDLES GRAVITY MAW 1:'."- s ,f Pre sae h-nabaa PVC sena Ee - 9R BINDER 1 C.Y. Encasement SECTION VIEW lavad2v Y mwa.a AW n-1 N 4. Precast Trust 1/2 shall! be 4 HDPE, EPC OR naff peR 48" Dia. of pipe and bavert. cauroxENT muRiaz INFi-SHIELD EXTERNAL SEALS AT BARREL AND CONE ADJUSTING RiNGSPRECAST 01ST. loco e. Is ARI. M,EU FLUOR 1642 toxoid tnVert IM SARRff_R REWIRED ON G" THICK CONCRETE 2T t rex ._ 've' n xiue ` Sanitary Sewer SANITARY APPUCATIONS Min'm,um Mieklws AT rrccmf baso a SANITARY STRUCTURES GNLY COLLAR V ♦ - STORM r uA,o,aEs 4 ♦ ft. a 5. Wwew ih8 manhole Pr vetch APPROVED AS SEE DETAIL 2109 Ass1 caxcEAtm ss}+ smis uANxous 6" I'nr 14 dnp K, loss. Ana I---- Y THE REWIRED BY THE ENGINEER. WON is led rouctad a wiitr S the Howled rwst WAY - PER NY I.F.sew - wARR uuvpLEs PER ALF l BIT. BASE OR BENDER COURSE ADJ. DEETAIL t' h I11i[xmss br arey 4 of aepN " < FELL I 75 NOI Mention A. CALLED WT IN 0. sl a Ndll sal noel sl shall be Mekailed DENOTE$ xYpnANr LEAD UXK SONPLA CAL 6 2) MEGAWG RENDS Sus,k aper m SUMP IxiEwgL BAA �� •.. NOTES: ryeafa YOM A4: next to the manhole. Pros zlsPcerz (iwawl of 2) c wNT . ,A' EA sRw ro 1. SOLVENT WELD ALL JOINTS (NON GASKETED) 1. Solvent Weld all Joints. (Nan Cosketed) f ogNa,r lv, rxE E low TO THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 2. THEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED 6Y A WATER SERVICE IN 2. Wean Sanitary Sewer Service is not ACCampanied by a Water Service in SECTION A -A EDITION OF "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE", AS the Some Trench, Install a 6' Heavy Metal Fence Post Next to 2 x 2 SCT10N VIEW Minimum thickness of vest base THE SAMETRENCH, NSTALL A HEAVY METAL TEE POSTS FROM INVERT 10 3' ABOVE Pre PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA). FINISHED GRADE AND PAINT TOP 6' OF POST FLORESCENT GREEN PAINT. The and Paint Top ti of Past Florescent Green. ROTE: is 6" far 10.' deep or less, and xoTEs. M cHANIwL.p1xTR - PROCESS PRESSURE REDUCING VALVE MANHOLE THE TABLE ASSUMES COH-GRAN SOIL AND TYPE LAYING CONDITIONS. 3. The Usa of Benda Sh➢il be Restricted to the Toro Shown on This Detail. L Kw -„-awl nonny m acus r."siaere:l ocuvmb,a au.^,na. i. MECAIUGS t0 BE USED AT ALL E I PLACE CaAGNEA BLOCK UNDER Au LATE vN.ves _��{J}�-��f��1�(�■L_ REFER TO DIPRA FOR MINIMUM LENGTHS IF DIFFERENT SOIL OR EATING 3. CLEANWT REWIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAN TO HOUSE A- of deo h H thickness Ned for seely And HwOURNE ♦u" »• CONDITIONS ARE ENCOUNTERED. EXCEEDS 90 FEET. 4. Exceeds aro Required on private Property if Distance from Main to House 2 W sae ITU anall u g+outea an ,vele ma AU, Inben 1 MRUSr BLaGKNG AT ALL rEES, BENDS. AND MYDRANIS. Exceeds 90 Feet. a ims+ +ne mann,. shu[[N1e b m:rt+u<tea NG -Iola Shortened 90' ssl rad on 4' of depth greater that 14' de¢P- a. ALL NVONAN xuTs, AND eons s,au RE OWE CONE Naffs:. A. ALL PIP'r SMALL BE BEDDED ON GRANULAR BEDDING (3149.2-F) OR COURSE FILTER 5. (%x,Yy.ZY)CoordinntEs of service line at any &all bends at ROW in Carver irmeed roacwy o wnnaes tone dqn (Mx) anaR be A prefarmid channel to dmeat flaw downstream ai STAINLESS STEEL SLEEVES fluxL GEIANS roe ME MaxNME SMALL DE gIMA . BY ME FNPNEU. AGGREGATE (3149.2-H).( U,.efatlad nmd to Ns mrnx0 5. BLWy1IN ESS S BE AGaIxSr LNDISNRBEO SGLS HURL ndS ARE R THE M TID E s P,M'E a PIID.EBTM FOR CUAHA Who.County depth IVlate at IL MAmum or SUP aaNx!ing rmgx, minimum "I } atlps<ioq Mgi ar P ta1W aI e' o' •' - VAULT PND rAE APT TTO I By BCA LAK Wsres PomA ce A1wRoun mow 6. When doth 1s greater than 26" C-900 pipe sha19 be used for ,ql,tq67p f.r nex .pnal,YcrYm sons TYPICAL SANITARY sanitary sewer maielaas and risers. ry�11p STANDARD N11U8 SANITARY SEWER INSIDE Q�OF TYPICAL ��pp TYPICAL PRESSURE ^_,�rl EffIOF SEWER SERVICE 1911 V[ ��p�� MEGALUG W11 OF REDUCING VALVE CC CEO? RESTRAINED PIPE CHS ( LESS THAN 16' DEEP) SANITARY DROP MANHOLE lnenuml9on LOCATION C MANHOLE �} REQUIREMENT FOR DIP /1{� a�� V�[(1� SANITARY SERVICE RISER MANHOLE nEVIEED:2-IB P1A.E NO: REYfiEP' D_18 PUDE No.: 4llBlIL�Wlu1 (GREATER THAN 16' DEEP) RE46Ea } ,E PLATE Na.: ENGINEERING DEPARTMENT 1009 NIMBLE, 3_1s PLATE No.: PLATE No.: ML E:c: Ew\ Pecs 2aar ENGINEERING DEPARTMENT 2001 VISE¢ 3-19 PLATE Nm E.NGRJEEP.ING DEPARTMENT 2104 ENGINEER DEPARTMENT 210'1 n1 ALAE sFEcs 210° ENGINEERING DEPARTMENT 1010 xED'�08 ENGINEERING DEPARTMENT 1011 B E NaME:: Nr sae 2101 n1F NAIAE P. NG SPEGS lOD9 EIIE NANEG: EM SPECS 10,0EE is FRE B SPE 1011 RE :RE?-'2-if0 NO" ENGINRING DEPARTMENT L""t 2002 CIE !IAN£Y;: ENG SPDC`, ZCO2 _...-. FornmNn Stoinlsss Steel strops & expvnsion belts �, y f Eccentric side '' A A aI monhaid TOP COVER REMOVED Slab to be furstall with 27' Did. offset opening ADD MASTIC BETWEEN PROVIDE 1&I BARRIER ON ALL SANITARY PLAN MEW PLAN VIEW FRAME AND RINGS SEWER MANHOLES (SEE PLATE 2109) 8+- - MANIMME CASING. MD & A0.VSNiG RWGS U Iron Casting R1755 -E & Lid As PER OCURT PLATES (2170 & 2111.) as Par detail 2111. R -1758-E Costing & Lid as per deteii 2111. 6' CA Inner Lid 4'-9' PRECAST ST Tightening Screw Concrete Adjustment Rings, See Deta'A 2110. 2] CONIRIC REDUCER SECTION ETE DOLLAR Thlck Conercte Owd, ELG Y -- 6" Concrete Collar 6" Precast Re niaced taanholo Slab 1'-4' 2 es of Add Mastic Between Frome And Rin ALL JOINTS IN MANHOLE TO HAVE `RNAL Na Rings Ramnek w Equa --- RUBBER GASKETS NF1Y ME E EXTERNAL KtE6 BY IBE ENGINEER. oSk¢t 48' Crispin Pressuw Sewer Volae with Back Fiuslling 4'-D" SEALS AS REIX1 Equi ment and Valves 2" 5206 and 520A8 5' Ramnek _ w Equal 8' THICK K 7-6" 01AMETER PRECAST 1 Or Not " CANCRETE SLAB WITN /4 W 8' E.W. a Provide 2" Flange. Tee, ('i 90' Bend., and a _ 2' Dia. 4ap antl Nion pple w!f� Saddle. Double 2-pb BARS ALL SIOLS OF DPElllNG 27" Sm� 11101 3�lo ar 10 YODio. and Larger Pipe OARED WITH 2 BEADS n I ° T OF RANxEK 0 EQUAL Fa<eman to Y-6' i' -C" d SBCurity e Saddle wolf. MR -N -SEAL MANIxLE REQUIRED. Plate Concrete Cove ECCENTRIC p - WATERBCHT MANHOLE 3 Y PRECAST 72"X6" Prewat Reinforced Concrete Base Slab. SEfsDON w;�W 8' CONCHICKRETE x ]-e` IMDIA#4 9 B'P.R. GAkzCA€lE SLAB W�RI yi M B° E.W. 5 48" "O`- Ring gasket NGIES. _4 1. WAILS TO BE CNdSYRUCRO OF PRECAST SECTIONS. 1. When the manhda Or catch basin structure rs constructed Outside of the traveled 2 WPEN THE MANHOLE OR CATCH BASIN STRUCTURE IS CONSTRUCTED COME ME V&MUTD roadway a witness Past and sign shall be Installed next to the manhole. ROADWAY A TATN6S POST AND SON SHIMS BE NSTA!iID NEXT TO THE MANHOLE CfffOF FORCEMAIN AIR RELEASE CP 0 TOP SLAB MANHOLE CLLR WATERTIGHT VALVE MANHOLE48" DIA. SECTION MANHOLE Mer. Dlo-le PLATE Na.: A.S. o MENGINEERING DEPARTMENT rLAre xo.. 2107 REwsPu. 10-1a Pure No. f E rIR.K.. c: ENc sNEcs' 2iDe ENGINEERING DEPARTMENT 2106 FULL.uuL. r"' ;.L\sPEtsy2to] ENGINEERING DEPARTMENT 2105 ONE EXTRA BAR IN BOTTOM -I- A � A t [-I � 4 ,/O" 1 ,/r LETTERS WIN, , ,72" LETTERS A. A1C' xu$D itusINCH+ 77 f-4 T _l CITY PROJECT NO. FILE NO. 27" I II I REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF WITHOUT I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT ill 11 L 11 DETAIL SHEETS 37865-001-200 RNMD Nuel -eUus FpNi 'BFALEN INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITH AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. _l-�j-I FAWN HILL 07 -2" SIT. WEAR H TWO EXTRA BAR :IN BOTTOM CHANHASSEN, PLAN OF COVER TCW CHECKED BY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. RIGHT TOHOLD ANY ILLEGITIMATE i COYER DIA.- `s o 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 m MINNESOTA _,_�r - f}- f -K "ll SATHRE-BERGQUIST, INC. RESERVES THE FOR DAMAGES OR LOSSES RESULTING t 27- ~ct �11A I DETAIL PLATES (2110 & 2111) USER OR PARTY LEGALLY RESPONSIBLE F BIT BASE SECTION A -A - DATE FROM ILLEGITMATE USE. ROBERTS. MOLSTAD, P.E. Z L/ Z8 O 7 Lic. No. COVER R UIRMENTS Is MANHOLE CDVER WEIGHT OF BOTTOM T K TOPP \t ♦ \1 OIAMEAER bIAM TER 5 CTION BARS BAIRS MA BARRIER" INNER MANHOLE RING SEAL S SANITARY ST2109 R.S ONLY SANITARY SEE DETAIL 2103 - M2-2"ADJ RINGS 54" 20110 LBS 8' 6" NO 5® 6' 6C 66 7a" 2525 LsS. 8" 7'. NO. 5®4 ] 3105 LBS. 8 ] ND. 5®4 Np- SRb 6"I Nq_ 3® 6"1 72 8fi 3740 L 8 8 N ®4 ND_ 3� 6 HOPE. EPP OR PRECAST 7g 4 3 e B NO SM NQ.. 3® 4 84" f 0" 57T0 LBS s" 9" N0. 5®4 NO.. 3N 4' CONCRETE ADJUSTING RINGSB` THICK CONCRETE g6 6 0 N0. 4 NO.. 315 4 5" CYNVCRETE COLLAR IO2 119" ]450 LBS B g" N0. 59 4 NO.'. 321 4" C19TOF MANHOLE y. TOP SLAB RMSEO:I-+.0PLATE ENGINEERING DEPARTMENT NO, 2108 nLE -¢ NG 5 2109 NAK:G ENG SPF 2105 ,/O" 1 ,/r LETTERS WIN, , ,72" LETTERS A. A1C' xu$D itusINCH+ CITY PROJECT NO. FILE NO. DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF WITHOUT I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT ,21r� DETAIL SHEETS 37865-001-200 RNMD Nuel -eUus FpNi 'BFALEN INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITH AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. E2��g=T� _%; °� SATHRE-BERGQUIST, INC. FAWN HILL 07 -2" SIT. WEAR N CHANHASSEN, TCW CHECKED BY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. RIGHT TOHOLD ANY ILLEGITIMATE MANHOLE CASTING &LID A5 PER o 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 m MINNESOTA _ SATHRE-BERGQUIST, INC. RESERVES THE FOR DAMAGES OR LOSSES RESULTING aslau Loco WSroN LeeO eusro sus, RAISED Russ ~ct HP HOLDINGS, LLC. 11 DETAIL PLATES (2110 & 2111) USER OR PARTY LEGALLY RESPONSIBLE BIT BASE DATE FROM ILLEGITMATE USE. ROBERTS. MOLSTAD, P.E. Z L/ Z8 O 7 Lic. No. FRS PLP�Q Is &I REQUIRED GJ Date: \t ♦ \1 06/14/17 MA BARRIER" INNER MANHOLE RING SEAL S SANITARY ST2109 R.S ONLY SANITARY SEE DETAIL 2103 - M2-2"ADJ RINGS <OxPME PONOVE0 PER.11 PER 1 PER xi lens PER w 1o1s MAX.A%3 ADJ. RINGS A • w HOPE. EPP OR PRECAST �IB,ts viI8 CONCRETE ADJUSTING RINGSB` THICK CONCRETE E7�` 5" CYNVCRETE COLLAR DOLLAR 1" y. NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. ERs z' LEr1ER5 21/4 2•,ETI . a lv N0.'2aFLUSH NAISEaiw4 - ` PRECAST TION LE 27" CONE SECTION MANUFACTURES SEALANT C.. MASTIC SEAL BETWEEN &I HIT. WEAR COURSE ADJ. DETAIL LI_ ++ BARRIER AND STRUCTURE NAaI apps W I sAT i }/4" OL RESISTANT 1-GAgSi, 1/B' MANHOLE CASTING & LID SHALL MINE, ad DIPoo) AS BE PER DETAIL 2111, VARIES T_yy roNLiµm PERK E O TRL GA91ER0 =1SED FOR SmsesY µp NARK WANDLES �.,•.- BINDER BASE OR - 9R BINDER N 4 HDPE, EPC OR naff peR 48" BE ACTURE5 SEALANT C TE. BEFRAME AND RINGS \ C cauroxENT muRiaz INFi-SHIELD EXTERNAL SEALS AT BARREL AND CONE ADJUSTING RiNGSPRECAST 01ST. loco e. Is ARI. M,EU FLUOR 1642 SECTION JCNNTS Old OR IM SARRff_R REWIRED ON G" THICK CONCRETE 2T t rex ._ 've' n xiue ` SANITARY APPUCATIONS SANITARY STRUCTURES GNLY COLLAR V ♦ - STORM r uA,o,aEs 4 ♦ APPROVED AS SEE DETAIL 2109 Ass1 caxcEAtm ss}+ smis uANxous Y THE REWIRED BY THE ENGINEER. - PER NY I.F.sew - wARR uuvpLEs PER ALF l BIT. BASE OR BENDER COURSE ADJ. DEETAIL " < FELL I 75 NOI Mention A. CALLED WT IN 0. pTOT£5: ,� 8 A 1, 2. T�YE "AAs ARE 1. fN0.IA. WASIACKWIS 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE SEDDEED RAM 1/4" TO 1/2"0 CASTROS MEET Hs -2s REaLmEMENrs MDR TAR. \ y 3/9' s w NES 1. Job .mire 2. HDPE AND EPP ADJUSTING RINGS SHALL BE INSTALLED WITH rl 1 2I/1" I. TRIM TOP OF SEAL TO i" ABOVE TOP 6F RINGS. MANUFACTURES SEALANT OR APPROVED EQUAL maill i(1-' 6. sr caar A A- A wss .Asa CASTING SHOULD N9F. REST ON SEAL. e. PLACE `MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL. 3. ALL ADJLLSTS SHALL INCWDE NEW RINGS FROM CASRNfO TO CONE. 4. WOOD SHIMS NOT PERMITTED TO BE USED IN ALJUSTIN(G RINGS I In p- LETTFfls 1- . mAME-wsT Lwr IRON AS. -A-1 sass wA TFUNN A AISEp I'LL a 'wide -BARE PETAL NO ANAT OR CDANNDS calanLm I+x1a10.E OErga s. r4:ILN1s mAME 1za Iasi / UP 1n Las i. NOT TO BE USED WHEN THERE ARE NO RINGS OR MORE THAN 18" OF CASTINGS ADJUSTMENT RINGS. aff & J CtF}9F MANHOLE CASTING AND 0CiTIOF MANHOLE AND LIDS DETAIL mum ADJUSTING DETAIL BARRIER . ENGINEERING DEPARTMENT PLATE xo.: 2111 piIsmRE..1s REwSD11D T6 ENGINEERING DEPARTMENT 2110 PLATE Nq.: FR1LE .ANquE: c: ENc sPEa 201 REE sPDcs Ott REVI5ED:10-tb ENGINEERING DEPARTMENT 2109 Fl NN1£: G' NG IC9 NAK:G ENG SPF 2105 CITY PROJECT NO. FILE NO. DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF WITHOUT I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT SERs s�RL DETAIL SHEETS 37865-001-200 TCW DRAWN BY INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITH AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. E2��g=T� _%; °� SATHRE-BERGQUIST, INC. FAWN HILL 07 SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY N CHANHASSEN, TCW CHECKED BY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. RIGHT TOHOLD ANY ILLEGITIMATE � �?�.� o 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 m MINNESOTA SATHRE-BERGQUIST, INC. RESERVES THE FOR DAMAGES OR LOSSES RESULTING ~ct HP HOLDINGS, LLC. 11 RSM USER OR PARTY LEGALLY RESPONSIBLE DATE FROM ILLEGITMATE USE. ROBERTS. MOLSTAD, P.E. Z L/ Z8 O 7 Lic. No. FRS PLP�Q Is Date: 06/14/17 Varies Varies Natural Ground The bottom of the trench shall be shaped to fit the pie barrel for at least 50% of the Go side diameter ® Compacted native fill materials 171 MNDOT 3149.28 ® MNDOT 3149.2H NOTES: 1. When existing soil conditions are not acceptebie for backfill and/or compaction in the pipe zone, pipe bedding and backfill shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.211 course filter aggregate. 3. Trench slopes shall conform to current OSHA, rules and regulations for excavations and trenches. �C�Mp,��O�F p PIPE BEDDING Nl91111e0uL11 IN POOR SOILS REvlss0a l -I6 ENGINEERING DEPARTMENT pure ND,: 2201 - Mnw,ols cast. w en As Not srNL. rU. .ETAII DIN . N. fSell MRYs CmTRTE I.NL REs1RAW ALL MIS ON TIW MET AYE .1 iAnn 3 J.IMSxofff OR 111E WRET Raft, ,{..E55 SrMLI By AFGAGE, To BaIH ® s1Ds aF the nae FA NNmENANm o TOP OF YEW ELEYAId['. 'Am L'£PiMWwG IWch OEM rMa FLEMPBa tlxA6s PARINCRY usE le IONCrA cones rz ARE hNRlE'rs 6 VNI noW -ora en az V A N Cion MTN PIK AEINGM GU 9EE . YARY. oG, SRCEa N A®M. lY W 3RRk C. FOR IM Wi IRRi T ..S AN W INE. FOR Tex aaETs amrT us ARi ffe ON TRASx covers s Caws us uncER w nR Us Wa .D ccwcRETE PIPE " ar1LET5. _x AL "I'll Inrl 1. on nae eD AND Pdaip ww.rcE ON ASURST 'I�ivlli 1 141 .:a' iI 111s ekWr i MEAS CNGEHT affOF SKIMMER STRUCTURE CHEM WEIR MANHOLE PEnSED: r-ryI ENGINEERING DEPARTMENT PUTE NO.: 3109E FILE INAN; C\ETYG\SPECS\31098 Compact d Wat1Y F81 aseid comppaatea to ne 9ct , he Stmdmb P an-Ry 6 it - I I_ 1 u-IT�i-/iTl TTI -I 111 I I_ 2' Outside 2' Pere BIGmeter Natural Ground The bottom of the trench shall be shaped tea tit th6 pipe barrel for at feast 50 of the outside diameter 1..DT ES. existing AGA Conditions are not acceptable for "Will and/ar compaction Inthe pipe sone, pipe bedding and BOO Ml sholl be Reed as shown on III plate 2201. 2 Trench slopes shall Cards. to current OSHA rules and regulations far excavations and pptrrenches. NtIQF PIPE BEDDING IN GOOD SOILS Nam RCP & DIP zvlD.n-te ENGINEERING DEPARTMENT P.,TE IG.: n 2202 23 I/{- NAM R -17e, oR EQUAL ARGUE IRCk - 2'+J" r 4'-0" r 5/16' PUCE r TEG VERTICAL Se PANT "N I I/61 ONE COAT RED LEAD PRWER Y ' T PLAN 1 - °. I 6. 6. 12' SECTION A -A "ASs . s BENT SEeSdwxc E3I- v� SECT. eAs•-4' Loxc 2-1/216' BENt BN.R CURB OPENING C,,fie a 6'~ CATCH BASIN `LEAD e ipPER CURB T -6616 W I. ON. T d Lwin a cu1TEN, • ALOE AT O.ff COUGAM WBe a GUTTER k CONCRETE ATION TO BE SECTION B-8 4' c SMUCTEO BY OTHERS LONG STFEL-6 Na 4 BARS x 4•-4" LONG AT V aC. TO BE ON TOP a P 0 AGDN4 STEEL • • 4 S A, 4 TMS PONT 6" VACONAL stEEL-4 NO. 4 x'AC • ..OR NCAMAL BARS x X-3" LONG TO BE ON ! fn. a GUTTER GRADE TOP OF BNORT STEEL AP A erre s' TtP. s Aeos SHORT STEEL -4 NO 4 �1y ^ JJ " CONote BARE x Y_O. LONG m °EAx ' TO SIC 1 1/$ CLEAR FROM x NSppp. H°TTOM SAAB v 3 6 IB' NO SCALE PLAN myoF HIGH CAPACITY CATCH BASIN IN B618 CONCRETE CURB RMSW:2-10 PLATE NO.: ENGINEERING DEPARTMENT 3105 FILE LANAE G: ENG SPECS 3105 d H B (DEG.) Y (IN.) (IN.) MIN. MAk TIN.) Ys NEEWJI R -a342 WATE OR 12 34 APPROVED EOu4 12 i E -See detdl 2110 for t6 34 130 23D f2 18 34 130 23D 12 ARMmwnt mN A. 24 44 140 220 12 27 old t40 220 t2 6" Concrete collar 3654 f50 2ID 12 31 r Granular Borrow Provide 3 anchor owls to fincten RRUNNRCING TO CONSIST OF fl4 $ 2Y' DIA BASS AT a" o.c. WIN WAYS . '1p Bc Material WALLS TO BE PRECAST SECTION S S - - PRE-CASr OPENING A6 REWIRED �J Foundation Material CONF BASE SHALL BE e' IIS s -r °A _ PWRED IN PLACE oR s Diameter of Pipe 2' 222 Outside PREOST SUB ® Compacted rains fill material/95% proctor MNDOT 3149.28 ®MNDOT 3149.2H NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation CATCH BASIN with ERGOT 3149.2H course filter aggregate. NN�C�ny',9,�O�Fpp 11111011 27" DIAMETER RLVISED1O-I6 excavations anddlhDriehes. ENGINEERING 1131 DEPARTMENT PUTE xo.: 03 FILE NAME:G: ENG SPECS\3103 - Mnw,ols cast. w en As Not srNL. rU. .ETAII DIN . N. fSell MRYs CmTRTE I.NL REs1RAW ALL MIS ON TIW MET AYE .1 iAnn 3 J.IMSxofff OR 111E WRET Raft, ,{..E55 SrMLI By AFGAGE, To BaIH ® s1Ds aF the nae FA NNmENANm o TOP OF YEW ELEYAId['. 'Am L'£PiMWwG IWch OEM rMa FLEMPBa tlxA6s PARINCRY usE le IONCrA cones rz ARE hNRlE'rs 6 VNI noW -ora en az V A N Cion MTN PIK AEINGM GU 9EE . YARY. oG, SRCEa N A®M. lY W 3RRk C. FOR IM Wi IRRi T ..S AN W INE. FOR Tex aaETs amrT us ARi ffe ON TRASx covers s Caws us uncER w nR Us Wa .D ccwcRETE PIPE " ar1LET5. _x AL "I'll Inrl 1. on nae eD AND Pdaip ww.rcE ON ASURST 'I�ivlli 1 141 .:a' iI 111s ekWr i MEAS CNGEHT affOF SKIMMER STRUCTURE CHEM WEIR MANHOLE PEnSED: r-ryI ENGINEERING DEPARTMENT PUTE NO.: 3109E FILE INAN; C\ETYG\SPECS\31098 Compact d Wat1Y F81 aseid comppaatea to ne 9ct , he Stmdmb P an-Ry 6 it - I I_ 1 u-IT�i-/iTl TTI -I 111 I I_ 2' Outside 2' Pere BIGmeter Natural Ground The bottom of the trench shall be shaped tea tit th6 pipe barrel for at feast 50 of the outside diameter 1..DT ES. existing AGA Conditions are not acceptable for "Will and/ar compaction Inthe pipe sone, pipe bedding and BOO Ml sholl be Reed as shown on III plate 2201. 2 Trench slopes shall Cards. to current OSHA rules and regulations far excavations and pptrrenches. NtIQF PIPE BEDDING IN GOOD SOILS Nam RCP & DIP zvlD.n-te ENGINEERING DEPARTMENT P.,TE IG.: n 2202 23 I/{- NAM R -17e, oR EQUAL ARGUE IRCk - 2'+J" r 4'-0" r 5/16' PUCE r TEG VERTICAL Se PANT "N I I/61 ONE COAT RED LEAD PRWER Y ' T PLAN 1 - °. I 6. 6. 12' SECTION A -A "ASs . s BENT SEeSdwxc E3I- v� SECT. eAs•-4' Loxc 2-1/216' BENt BN.R CURB OPENING C,,fie a 6'~ CATCH BASIN `LEAD e ipPER CURB T -6616 W I. ON. T d Lwin a cu1TEN, • ALOE AT O.ff COUGAM WBe a GUTTER k CONCRETE ATION TO BE SECTION B-8 4' c SMUCTEO BY OTHERS LONG STFEL-6 Na 4 BARS x 4•-4" LONG AT V aC. TO BE ON TOP a P 0 AGDN4 STEEL • • 4 S A, 4 TMS PONT 6" VACONAL stEEL-4 NO. 4 x'AC • ..OR NCAMAL BARS x X-3" LONG TO BE ON ! fn. a GUTTER GRADE TOP OF BNORT STEEL AP A erre s' TtP. s Aeos SHORT STEEL -4 NO 4 �1y ^ JJ " CONote BARE x Y_O. LONG m °EAx ' TO SIC 1 1/$ CLEAR FROM x NSppp. H°TTOM SAAB v 3 6 IB' NO SCALE PLAN myoF HIGH CAPACITY CATCH BASIN IN B618 CONCRETE CURB RMSW:2-10 PLATE NO.: ENGINEERING DEPARTMENT 3105 FILE LANAE G: ENG SPECS 3105 d H B (DEG.) Y (IN.) (IN.) MIN. MAk TIN.) Ys D 12 34 t30 230 12 i E y ¢ j t6 34 130 23D f2 18 34 130 23D 12 21 db MO 220 12 24 44 140 220 12 27 old t40 220 t2 3Sol 150 210 12 3654 f50 2ID 12 1824- 4- 5' ironmtion c Compacted Native Ed 000 'onto a 8-6111 tpe cvrb ai oetemoni Tack Coat - 2357 LLL Material. Compacted to 000 1 Cathect. Cvrb -F 95% of the Standard' 000 TCW Frame k smarm, // Use MNDDT 3149.28 000 H r �ZWw s FRONT SIDE BAFFLE PANEL TOP VIEW OF SUMP V DIA. ANCHOR BOLT MANHOLE & EMBEDMENT UO AS PERR DETAIL Zut 1" If 1' STEEL z7" TUBE FRAME r NUT WAGON 1 H WASHER DETAIL DUFET I INLET r Ys D SIDE VIEW OF SUMP This generic detail does not encompass the sivng, fit, and applicability of the Baffle for this specific pmy-ot. It is the ultimate respanaoitly of the design engineer to assure that Me desgn is In comili.,ce with all applicable favus and regulations. NSI, �O(1F� BAFFLE STRUCTURE IAI1�I11116UfY1 STANDARD SUMP MANHOLE W/BAFFLE REYISE0:3-i6 PLATE NO: ENGINEERING DEPARTMENT 3110 FILE NAME;G rvG SPECS 31t0 wnmewi cormho ° Fort, A, gNHer ✓✓11 �'✓'�� tt coolaars s. to be O.,m sed r blow design 9rtte, fine rade. , R-3007- VB WellWellbe aced at q of m Is. PaMta ISOMETRIC Got to Scale 2 g4-60"Ler, Reba,s IF 5' TronMGon ,5 rT� 5' ironmtion c Compacted Native Ed wQj�e4D 'onto a 8-6111 tpe cvrb ai oetemoni Tack Coat - 2357 LLL Material. Compacted to 2"-MNDOT 2360 SPNWB330B Cathect. Cvrb 2 1/2"-MNDOT 2360 SPNW3303 95% of the Standard' 2 44-6G"Lag RMmn J TCW Frame k smarm, // Use MNDDT 3149.28 Granular Borrow ('Sae Note 7) Varies Not t0 BCOIe Granular Borrow Provide 3 anchor owls to fincten 2- VB Oratese, dc use d 12" if_ I Embedment aI ell low POfiMts. . '1p Bc Material \ do MNDOT 3149.28 6" Bee CAERE 2110 for ring adjusurecto Foundation Material MNDOT 3149.2H = If Required see Note 1 "9c" Denotes Outsid �I 1� Diameter of Pipe 2' 222 Outside Pipe Diameter ® Compacted rains fill material/95% proctor MNDOT 3149.28 ®MNDOT 3149.2H NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with ERGOT 3149.2H course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.28 select granular borrow with 100% passing a 3/4" sieve, and less than 109 passing a NO. 200 sieve. 3. Trench slopes shall conform to current OSHA roles and regulations for excavations anddlhDriehes. existing pipe shall be tied to the first pipe adjacent to the apron. PIPE BEDDING mI,u1m 41N11�sUW1 FOR P.V.C. PIPE REVIsF�: n-:6 ENGINEERING DEPARTMENT Pure ND: Zz0'3 FILE NANEG:\ENG\SPECS\2203 wnmewi cormho ° Fort, A, gNHer ✓✓11 �'✓'�� tt coolaars s. to be O.,m sed r blow design 9rtte, fine rade. , R-3007- VB WellWellbe aced at q of m Is. PaMta ISOMETRIC Got to Scale 2 g4-60"Ler, Reba,s IF 5' TronMGon ,5 rT� 5' ironmtion c SUrox hu. von At grate, to be ton n A! wQj�e4D 'onto a 8-6111 tpe cvrb ai oetemoni Tack Coat - 2357 LLL Surtnourttoltle 2"-MNDOT 2360 SPNWB330B Cathect. Cvrb 2 1/2"-MNDOT 2360 SPNW3303 CA&A-ft, Rome aorate Na.sion R -30117-V a VB gale 2 44-6G"Lag RMmn J wnmewi cormho ° Fort, A, gNHer ✓✓11 �'✓'�� tt coolaars s. to be O.,m sed r blow design 9rtte, fine rade. , R-3007- VB WellWellbe aced at q of m Is. PaMta ISOMETRIC Got to Scale 2 g4-60"Ler, Reba,s IF 5' TronMGon ,5 rT� 5' ironmtion c .1r o Top of ctm gI DroinUle Tack Coat - 2357 LLL Surtnourttoltle 2"-MNDOT 2360 SPNWB330B Cathect. Cvrb 2 1/2"-MNDOT 2360 SPNW3303 Oesgn getter lone qude 2 44-6G"Lag RMmn J TCW Frame k smarm, SECTION A -A Granular Borrow ('Sae Note 7) Not to Scale Not t0 BCOIe Ciff 9 CURB CONSTRUCTION AT CATCH BASIN RCmSED:I ENGINEERING DEPARTMENT PLATE No.: 3106 FIE NA1dE-.5:3iG6 PL a PL 3Y 130' 15.5' to Back 15.5' to Back Wear Course to be 1/2" Above Edge of Gutter 2.0% 2.0% 3 6" TOpofi, SiGod. 2"-MME 2"-MNDOT 2360 SPA340C & Mulch or �� DroinUle Tack Coat - 2357 LLL Surtnourttoltle 2"-MNDOT 2360 SPNWB330B Cathect. Cvrb 2 1/2"-MNDOT 2360 SPNW3303 E+p2 12"-0ass 5 AMTm;, to Base TCW I 24" MNDOT 3149.29 Select J Granular Borrow ('Sae Note 7) NOTES 1. Typical right -of -way -60'. 2. Maximum .beet grad. 7A% 3. Minimum street9 rade 0.75%. 4. 6" A Topsoil toted in disturbed areas. P 6. 2 Rolls sod behind curb. 6. The bituminous wearing nt of a bituminous be placed the next construction season following a prepared of the Dit GOOD be base. 7. A test roll of No pa city d suector. he c y performed, o the presence of o city inspector. The city has the authority to require additional hall be p sed alon bosh id the test roll. 8. Oratniile shoes b. aced Dort both sides of roodwa .See gate 5232 for dsta0s. fol 9 Y P off TYPICAL RESIDENTIAL MGM STREET SECTION REVISED: 10-I6 PUiE Ab.: ENGINEERING DEPARTMENT 5200 FILE M1RMD G:\ENG SPECB\5290 SHOWN AS TYPICAL 12' 1 O.D.2" PRMPCCMD SEWER 18 MIN. SEPARATION MINIMUM Be OF 4" DIRECT BURY COMPACTED SAND STYROFOAM INSULATION MINIMUM OR AS DIRECTED BY THE ENGINEER. _ ONE PIPE LENGTH I Notes 1. INSULATION DETAILS SITE SPECIFIC, SEE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION, 2. INSULATION AND COMPACTED SAND SHALL EXTEND 12" PAST OUTSIDE OF PIPE. 3. INSULATION SHALL OVERLAP AT JUNTS BY A MINIMUM OF 12". MYOF INSULATED PIPE CROSSING F-w5E2'3-16 PLgTE NO.: ENGINEERING DEPARTMENT 2204 4 tl r ie C• RIPRAP A A i 4 sD PLAN RIPRAP REQUIREMENTS NTS A N TE PIPE DIA RIPRAP REQUIRED GRANULAR FILTER REQUIRED 12" TO 24" 8 to 12 CY CL.3 UNDER RIP RAP AND 2 27" TO 33" 14 to 20 CY CL.3 LAYERS OF 50OX MIRAFI 36" TO 48' 23 to 38 CY CL.3 FABRIC OR EQUAL 54" AND UP 62 CY and UP C1_4 (One Cubic yard is approximately 2,BM1 lbs.) _ 2 RIPRAP e Granular Filter (MNDOT 3601.28) SECTION. Om A -A Geotexthe Filter Type III NTS I RIPRAP �Ganular Toter (MNDOT 3601.28) SECTION B -B Geotextee Filter Type III NTS CPfIOF RIP RAP DETAIL RE115M a -ID PUT. Nn. ENGINEERING DEPARTMENT 3107 FILE NAME: G: L'ttti >pECG\310] PL CL PL Wear course to be 1/2" .Cave edge of it, 6" topsoil, seed �A= I "-I 1-- �1.5 . i & mulch or sad. 2"-MNDOT 2380 SPWEs440C B-618 concrete Curb Tock soot - 2357 LLL2"-MNOOT 236D SENW83306 of pipe. Tack POOL - 2357 Anchor Dips 2 1/2"-MNDOT 2360 SPNW3303 E+p2 12" -Class 5 .,¢.gate base TCW 24" MNDOT 3149.28 select J granular Darrow (oSee note 7) t Not t0 BCOIe NO 1. Typical right or way -60'. 2. Maximum streetB Cale 7.0% 3. 6"oficknomTape street ode it3.75%.dhi 4, 4. 6" Topsoil placed in curb. etl areas. 5. 2 e bit sod beh'we curb. 6. line bituminous wearing nt at shall be placed the next Construction 6eaest fill of placement of the bTWminabe Dare. 7. A test roll of the prepared suing or. shot) y performed. au . the presence of a city Inspector. The city has the auNadiy to require addi6onol aubgratle wmection based on the test roll. �p�p TYPICAL N/!tlP CCMMER TYPICNDUSTRIAL STREET SECTION Rer. Eo- 10- 61 ENGINEERING DEPARTMENT Pure" 5201 FILL Nn. _ G\EnG\SPECS\5201 Manhole Coating, ted and Adjusting Rings (See Plates 2110 Be 2111) -6" Concrete CoHM Manhole step of R- be Neorch 1d, 16' on center. Steps Sinil be an Downstream Side Unles.R Pipe Diomater Is 18' or Larger All j.4 is b manhda to how 'C"11g rubber gaskets. P'le BIRDS be cut off 4" tram the inside face of fine m icloc a wail. Precast Inverts Must be 1/2 cf Pipe Diameter and Benches SECTION VIEW Sloped 2" Toward the Invert Minimum Thickness of precast base dab is 6" for 14' depth or kss and increases to a minimum scab thicences of 8' at depths greater then 14' Or if the structure is longer then 48' diameter. NOTE: 1. All dog houses shill be grouted both inside. and Outside of life structure. 2. When the manhoe or Catch basinstfueturgg ' anshuoted outside of the travi!ed roadway a witness past and sign (MH) NRW be installed need to the TAH. & If a sump MAN is required, o minimum sump depth of 4' .hail be consffualed COCA the lowest pipe invert in the olructim. QPtOF mAim STANDARD STORM MANHOLE REVISEi.Ia-lti I+IArE Na.: _717ENGINEERING DEPARTMENT 3100 NAMG:Q N' MFI.S 3iaa See City Plate No. 3107 for ripmp placement. Tie last 3 Pipe JoI 24'x36' out opening Ion Neeson USA 2 to, COAL fasteners IG.tdl _ per joint. at 60' from top or bottom 113067-v w egad of pipe. TCW Anchor Dips DRAWN BY E+p2 08 11 TCW CHECKED BY J ISOMETRICU, t NTS T4 Provide 3 anchor owls to fincten 2- VB Oratese, dc use d trash andgal to sectio n. end riction I a Off Hot dip galvanize after fabrication. p aI ell low POfiMts. . \ \ do TRASH GUARD SIZING grate Or Boni. Pio. Sze Bars H' Bolt. Bee CAERE 2110 for ring adjusurecto 12"-18' 3/4"e 4" 5/8" 21" 42" i m 6" 3�/4" �\ -0 48"2" 1 1/4"s 12" 1 Anchor both sides. Cry NOTES" I. AN reMfa,Ced CWlereteprnna shall be famished & iGOUGIOd Withaat trash guards, unless otherwise specified. 2. Alf now reinforced Concrete aprons an new pile shell have the 'pints tied back for the first 3 joints from the op., to how bat top edge HADMI ART, S. All now reinforced concrete aprons on existing pipe shall be tied to the first pipe adjacent to the apron. 4. Troost guards shelf only be pt ... d an inlets when eni6ed. ffff a FLARED END SECTION All Ants manhole to ham '0' ring rubber gaskets. RLwsEo: m -i6 ENGINEERING DEPARTMENT Pure No.: 31013 rILC AME:4: 'NU 6wEC5Ut00 CL ' 6� 12 12' 0� 2' Mtn. slope 2.0% 3,.19 or 3'.t Noe Mot 4' Ditch BOKom 2".-MNDOT 2360 SPWEA340C Tack Coat - 2357 2'-MNDOT 2360 SPNW330B 17 -Gass 5 Aggregate Base 24" MNDOT 3149.28 Select Granular Bwrev (•See Note 7) 6" Of... 5 Aggregate Base Shoulder Not to scale NOTES 1. Typical ri ht-ot-wa -40'. 9 2 Maximum streetrode 7.0%. 9 3. Mi Tops streetimCJS% grace 4. 6" Topsoil pbeetl 'n disturbed areas. 5. 2 e llsbit sad behind ring 6. . bituminous wearing surto.e a bi be rown the next cmalructien seism following placement of the bi[amtnol+e para ]. A test roll of his prepared eubgode hC y e performed in the presence of a city InspectorTh . e the authority to require adGlional subgrade oamaction based on thehe Lastest roll. TYPICAL ul[ RURAL STREET SECTION PEv Fn: iG-t6 ENGINEERING DEPARTMENT PLATE "or: ,f.L Red, zi ENc 5mz 5207_ I - Y I 1- V Gala (Shown) 2- VB Grote shall be ''. usetl at dl low pants. Face of Curb 1 QireCtim of flow PLAN C.alchbasn seating Gate to be 2" bellow d at. Neenah Rifer ode. R30B7-V cu squat 99 gr 3" adlus curb box. 5' transition curb on each side of catdibInam d See detail 2110 for ad Kil A surmom abla To ring adjustments. Too of (Lfb 24' 36" 6" thick canmete cellar Precast 5. 3' Minimum Dog6rausee holt be grouted Oath the 3" GWP nslde and outside. 6'IVin. base SECTION 1. Ste s shot be rovided In all catch boor mmodes and storm sewer manholes, P P f 2. Costing to oe totally incased in concrete curb ..c6on. 3. No block struch�raQs are dlawetl. VI11OF STORM SEWER CATCH BASIN 1211M 1 ? x RECTANGULAR RINSED: TD -I6 PurE xo.: ENGINEERING P, F _I,- 31 C1 IIOTE� I. GmNes 1a be marls tl (2) piRyE ._ .,I meth An. M het-tlPPed"9dxammm See DOUR A -A / 6"a D.D. 1/4-.1- list stem. y5 SRI Her � - M a• ao. •cad, war p) 1{r m 13 LOGO Hex xeAd ;toml:AY Shelf Beets With Netts and l o lhers S6vchere B 2 Piece Gate EArvWNg ynm 1/4" SOME Plate INMa !M Cache -02",thin. s"tont" WE wvM L. DETAIL A -A I. Slande d ppe boddog somed on bath inlet A, Catton p:i es, 2- Ton lost STAY IBirltts�gtUNG 1. if. bel ftwlmrn eger feint. 4111 OF POND OUTLE=T CON FROL STRUCTURE aE.osEan-m ENG'iNEERING DEPAR rMENT PUTE N©, 3109 IUE NAME: G:\ENG\SPECS\3100 TYPICAL BITUMINOUS PATCH DETAIL EXISTING BIRIMIOUS SURFACE -, -- SAWCUT ALL BITUMINOUS EDGES. 2" MNDOT 2360 SPWW40C ,ACK COMAT 2357 2" AANDOT 23M SPNW933M 12' MIN. CLASS 5, 100% CRUSHED AGGREGATE BASE. PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS Ili AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3. APPLY TACK TO ALL EUGES. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4. USE PLATE COMPACTOR TO CONSOLIDATE BASE COURSE PATCH. 5. ALLOW BASE COURSE TD FULLY COOL BEFORE PLACING WEAR COURSE 6. RE -APPY TACK CK i 0 ALL EDGES IF NEEDEDI AND PATCHED BASTE AREA. 7. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURiFACES. CONTRACTOR TO STSHNGLUIE ALL PATCHES PRIOR TO APPROVAL. S. MNDOT 2360-ORHNgRY COMPACTION METHOD REQUIRED. 9. PATCHED AREAS !HALL MATCH ROADS EXISTING THICKNESS FOR SECTION. 4111 Of TYPICAL, STREEIT PATCHING BITUMINOUS N VI¢. 1D._IF. n' W,d Ti wAlE;U:•s,Nc`asxs\s2°v. ENGINEERING DEPARLMEMT 5202A Sbucture Romown; (2) - PRYe Gate Per peon, i , C_afj6 RI I �,(LA�+ 1Vt�d 5 Smooth Sar 4" off, each eC, sr. 00 1/4'x1" Flat SAU l GNC -V 8 MAN' s _ N.W.L ME=,�, Ordn."i �I _ MNr411<etl Inlet T tins YMtl S P+Pe e I r _ m M-1 p_ ° I -I Nolc' .:46'min. 1. SlandXd Pyo b,MtllnB squbM w both Hot At Wild pees. 2. tie Wt three Jolidt, Uh, Um he bet betenms er P , 3. ONttt for ar eWell M be called Cal In siwicid�most. IS Rmset. 4. Gales .Ml he made In (2) halwx of dn1-ripped-gdwniud Uff,, 5. WMICaw to be pooled IDweec a non-- na slide In sh, .ons. a Cad+ Carl to ba. affect 6 Mmdure v ixdE Yet Ade of WNelure. Cf7OF BIORETENTION STRUCTURE mom WITH WEIR & DRAINTILE REws CA. 3 t4 ENGINEERING DEPARTMENT Pure Na.. 3109A ".'iLE NOME: a: \sPECS\S1bsA TYPICAL BITUMINOUS PATCH AROUND CASTINGS DETAIL SAWCUT ALL BITUMINOUS EDGES /-EXSUNG MANHOLE OR (TYP,) .r{ / GATE VALVE - 24' OR BIIDMIOUS SURFACE 24" 1 1-1/4" ABOVE CASTING I 1 i L� 2" MNDOT 2360 SPWEAi4CC TACK COAT 2357 ----- 2' MNDOT 2380 SPNWB3306 PR9TtJf NG NOTES 1. SAW CUT AND TACK ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERLAL TO ACCOMMODATE BITUMINOUS PATCH. 2. MECHA SCAL COMPACTION OF GRAVEL BASE REWIRED PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL 4. USE VIBRATORY SLED TAMPER ON BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. ONLY MNDOT APPROVED RELEASE AGENTS MAY BE USED OVER CASTINGS. 7. RE -APPLY TACK TO ALL. EDGES (IF NEEDED) AND PATCHED BASE AREA. 8. ROLL PATCH FROM EDGES TO CENTER, REMOVE OR AW MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRANGUNE ALL PATCHES PRIOR TO APPROVAL. 9. MNDOT 2360 -ORDINARY COMPACTION METHOD REWIRED. 10. PATCHES AREAS SHALL MATCH ROADS EXISTING THICKNESS FOR SECTION. affOF TYPICAL STREET PATCHING AT MANHOLES OR GATE VALVES (BITUMINOUS) RENSED: 10-i6 PEACE Na. nLE NAME:G ENG\SFE6 s2m6 ENGINEERING DEPARTMENT 52028 DESIGNER NO. BY DATE REVISIONS 24'x36' out opening Ion Neeson I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WASCITY PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. J " S yj%j _ PROJECT NO. 113067-v w egad PLAIN TCW DRAWN BY E+p2 08 11 TCW CHECKED BY J 1- V Grate Own t 06/14/17 / 2- VB Oratese, dc use d aI ell low POfiMts. . \ Neenah RM67-V casting and grate Or Boni. - Bee CAERE 2110 for ring adjusurecto 6" Catherine odor Concrete Mab per detail 2108. Tap of barrel sectionuder lop slab to how bat top edge HADMI ART, E 2 bead. of R.con .k or equal.. E Votes. v All Ants manhole to ham '0' ring rubber gaskets. 's 4'-0" S, -PmCGH: concrete .action Manhole stop., Nome, R19B1J or equal, 16" an centers. Minimonl thickness of On i bane �61 ¢Q slob is 6" for 14' depth Or less and Increases to o minimum slob thlcknese of 8" of deDtho meats than it' or if N die smo.1hre Is lomor then 48" EC T! kOTES �ON . diameter. 1. Doghouses .hell be grouted both Inside and Htdde of Me structure. 2. No block sh-LaTi a are allowed.dbm®fen Graaf bottom of manhda to 1/2 3. if a -mer is regvifed o minimum diameter of pipe and elope er toward invert sump depth of 4' smil so cbnahuctetl diam below the Iawe.t Pipe tore,! In the StNatuyum TYPICAL 4' DIAMETER CATCH BASIN MANHOLE 6LV6EPa0-;6 ENGINEERING DEPARTMENT PUTE NO.: 3102 I'LL 4:J f: G: LNmy+[ 5 JIq] Sbucture Romown; (2) - PRYe Gate Per peon, i , C_afj6 RI I �,(LA�+ 1Vt�d 5 Smooth Sar 4" off, each eC, sr. 00 1/4'x1" Flat SAU l GNC -V 8 MAN' s _ N.W.L ME=,�, Ordn."i �I _ MNr411<etl Inlet T tins YMtl S P+Pe e I r _ m M-1 p_ ° I -I Nolc' .:46'min. 1. SlandXd Pyo b,MtllnB squbM w both Hot At Wild pees. 2. tie Wt three Jolidt, Uh, Um he bet betenms er P , 3. ONttt for ar eWell M be called Cal In siwicid�most. IS Rmset. 4. Gales .Ml he made In (2) halwx of dn1-ripped-gdwniud Uff,, 5. WMICaw to be pooled IDweec a non-- na slide In sh, .ons. a Cad+ Carl to ba. affect 6 Mmdure v ixdE Yet Ade of WNelure. Cf7OF BIORETENTION STRUCTURE mom WITH WEIR & DRAINTILE REws CA. 3 t4 ENGINEERING DEPARTMENT Pure Na.. 3109A ".'iLE NOME: a: \sPECS\S1bsA TYPICAL BITUMINOUS PATCH AROUND CASTINGS DETAIL SAWCUT ALL BITUMINOUS EDGES /-EXSUNG MANHOLE OR (TYP,) .r{ / GATE VALVE - 24' OR BIIDMIOUS SURFACE 24" 1 1-1/4" ABOVE CASTING I 1 i L� 2" MNDOT 2360 SPWEAi4CC TACK COAT 2357 ----- 2' MNDOT 2380 SPNWB3306 PR9TtJf NG NOTES 1. SAW CUT AND TACK ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERLAL TO ACCOMMODATE BITUMINOUS PATCH. 2. MECHA SCAL COMPACTION OF GRAVEL BASE REWIRED PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL 4. USE VIBRATORY SLED TAMPER ON BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. ONLY MNDOT APPROVED RELEASE AGENTS MAY BE USED OVER CASTINGS. 7. RE -APPLY TACK TO ALL. EDGES (IF NEEDED) AND PATCHED BASE AREA. 8. ROLL PATCH FROM EDGES TO CENTER, REMOVE OR AW MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRANGUNE ALL PATCHES PRIOR TO APPROVAL. 9. MNDOT 2360 -ORDINARY COMPACTION METHOD REWIRED. 10. PATCHES AREAS SHALL MATCH ROADS EXISTING THICKNESS FOR SECTION. affOF TYPICAL STREET PATCHING AT MANHOLES OR GATE VALVES (BITUMINOUS) RENSED: 10-i6 PEACE Na. nLE NAME:G ENG\SFE6 s2m6 ENGINEERING DEPARTMENT 52028 DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, ANDNOR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE FUSER ROM TOR PARMATE LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WASCITY PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. J " S yj%j �� w p RE-BERGQUIST, INC. oCHANHASSEN, m y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 Ncti �,�� FRS PSP PROJECT NO. DETAIL SHEETS DETAIL FAWN HILL HP HOLDINGS, LLC. FILE NO. 37865-001-200 TCW DRAWN BY MINNESOTA 08 11 TCW CHECKED BY RSM DATE ROBERTS. TAD, P.E. Date: 7 Lic. NO. Z�LfZ 8 06/14/17 D'etance to CY voPaWe 1/z"r I IV 3"r itf2.r Top BiiUmiA0U9 MOferlal dopa 4"" fl sewer, xweez m CalrseUte" sERwoz L<ur.Le bD Per 8"^ 18" MADOT 8618 Concrete Curb and Gutter 6" Distance to CY variable 1/z,.ITop Bituminous Material I Slope 3/4 Per MnOOT 8612 I [Can a..1. Curb and G tier : 8" T12 i`- -0 Mor or se Only wrth PnvnDrrv¢ways, Parking Lots, or Medians. s. 28'R - 12 R 16"to1 9itumMoua Material - 68"R P .tf2" r Surmountable l 17 1/2 1O Joan ... to Curb and Gatter za' 4"; 4 , �-1 1/8"r ✓'fL/ -. Model 425 or 2' Min. B[tlF.lenf US Sarfoce c+ --«12 Bituminous Cufre T 4" Shoe Fwm¢d (TffOF TYPICAL CURB Sall irstb➢otlon AND GUTTER REVISED: 10-16 ENGINEERING DEPARTMENT PULE h0.: 5203 FILE NAME:G HG '6 52W vARiABLE ippw IR P HYDRANT - VALVE Box 6" 6" VAST (SEE PLANS) i v<" PER FT SLOPE TO ROADWAY C'U'RB).: 4" CLASS 5 BASE MI FOR CONCRETE THICKNESS SEE NOTES BELOW. NOTES, 1. TYPICAL 6" THICK CONCRETE SIDEWALK. 2. USE 8" THICK FOR COMMERICAL DRIVE'NAY GROSSING, INCLUDE 1-5' LONG PANEL ON EACH SIDE OF DRIVEWAY TO BE 8" IN THICKNESS, 3. JOINT SPACING AT 5' INTERVALS. EXPANSION ,lCaNT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTNG CONCRETE OR STRUCTURE. 4, AGGREGATE USED M THE CONCRETE MIX SHALL SE GRANITE �C�[uf�Y�U�Fry CONCRETE 6aR11�IBt10}lll SIDEWALK REVISED: 10-16 ENGINEERING DEPARTMENT PUTS NO.: Fa : w,wa::G: ENG7777 521 5214 Typical Street & Traffic Sign Installations 9" x 42"Double Faced Traffic Sign sewer, xweez m CalrseUte" sERwoz L<ur.Le bD Alumkwal Street Sign as Required fat..- Block___ Plat/Addition CORDO DRIVE - Ba<N Directions _ - - St.. at P.L. from Dawostreem Monhole------- --_ 3 LB. 7' Upper ?. Distance }ram SeWer Main to Cleanout - 2" Square. Gblvan!zed Steel t Sign Past LaoSth, Size and Type of Service Plpa_s_____ ----- Gatvaniz¢d Steel 5 Main to Riser Horizantol Oiatorr -_, R Vertical Height, Park 2.42 LBS/rr. 0 (2) x1" Sto at P.L. from D hes strewn M°rrhd¢-_-+______ NPoel Bolts - ° -T 1 Tompeproof Anchor Plate with Washere F -Denotes Sewo-r Service End 63 -Denotes Water Service End .`aa Kleen Break -. Model 425 or 2' Min. r 6y 0m r Equal. Curb a nr Baa ov a":,R w� o en lad In Iw,q , b«Ixe,,, +- PaI,Ls w,I mal ba lien I e*.xJ+, •.' o. ,.,dine .ak m.r. .ern c r I r"'.. ci .... .,•..• -To33 LB. 10' Anchor Cooh'tte InstailaG,m _ „+ Pest-Pnearcor"olly Odven STANDARD SERVICE Sall irstb➢otlon TIE CARD NOTES: 1. For Boulevard Location of Street Signs and for TrefRc S .x. Contact Chanhassen Street Superintendent 952-227-1303. 2. For Material Specifications See Section 4.11 of Standard Street Specs. 3. Public Street Signs Shall be BackLoitering bl Dark DG3 Background Double 08 DG3 High Intensity on 0.08 Aluminum. 4. Far Private Streets, oz, Rept Le the Same os Above. ENcept Battering to be white on Blue Background. wig I STREET AND TRAFFIC MIUM SIGN INSTALLATION FMSEU: a -id BLUE NO.' Fac NAMES ENc\sPEcs\szn ENGINEERING DEPARTMENT 5217 +VOCAL RESDENTIAL RADIUS - 20' f0 CAL COLLECTOR RADIUS - 30' 6" he ght tlr transitional height curbing' -� q" het9,'it 1 7^ Y i MNDOT 9618 CONC. C & G SURMOUNTABLE C k G SECTION A -A 1911 Vf 1 TYPICAL CURB RADIUS REVISED: 3-16 Pu1E N¢: rrrw SMD 3\ 6 SPEcs sew ENGINEERING DEPARTMENT 5204 I I a P ® s t p k 8 I SA e l I� My of Pedestrian Curb Ramps Page lot 5 REV`sco ENGINEERING DEPARTMENT PUtt No 5215 n 1 NNAME:G\EPIC\aPEcs 5215 CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NOTES: 1. S"S TO BE A MINIMUM OF 12" X 18 2. RED ON WHITE 15 PROFFERED. 3. 3M OR EQUAL ENGINEER'S GRADE REFLECTIVE SHEETING ON ALUMINUM IS PREFFERED. 4. WORDING SHALL BE: NO PARKING FIRE LANE 5. SIGNS SRALL BE POSTED AT EACH END OF THE FIRE LANE AND AT LEAST AT EVERY 75' INTERVALS ALONG THE FIRE LANE. 6. ALL SIGNS SHALL BE DOUBLE SIDED FACING THE DIRECTION OF TRAVEL. 7. POST SHALL BE SET BACK A MINIMUM OF 24" BUT NOT MORE THAN 36' FROM THE BACK OF CURB. S. A FIRE LANE SHALL BE REQUIRED IN FRONT OF FIRE DEPARTMENT CONNECTIONS EXTENDING 5' ON EACH SIDE AND ALONG ALL AREAS DESIGNATED BY THE FIRE CHIEF. CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION POLICY Gfi-1991 DATED JANUARY 15, 1991 ANYDEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING, NTH A SITE PLAN. FOR APPROVAL BY THE FIRE CHIEF, IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES - CM OF ANES CMOF I FIRE LANE SIGNAGE REW6E0: t-iD ENGINEERING DEPARTMENT PUTE 40. 521 S Fit£ NAME: P. \iIVO\SPEGS'921B 6_0.25'_ CIRCUM 45.5' RADIUS=285.06'/360' Be, I'M �S b'tJ I ri \ ( STANDARD CUL-DE-SAC Ya CW,/INP. 48'. RAD. URBAN 45.5' RAD. RURAL 40'. RAD.- Y NO : "*ALL PLUSD16' GRAVEL SHWIDERFOR STREET W(RURAL)E MEASURED TO BACK OF CURB. Yllt OF TYPICAL CHUM CUL-DE-SAC REVI3E0. 3 tb ENGINEERING OF aA,E N0" 5205 FlI£ NA4G G \ErvG\ePECS\52x5 Mfof Pedestrian Curb Ramps Page 2Of5 REVSEO'. 10-16 PIATE no.: FILE NAME: G:\ENG\sPEc; sztsn ENGINEERING DEPARTMENT 5215A CITY PROJECT NO. CITY OF CHANHASSEN sewer, xweez m CalrseUte" sERwoz L<ur.Le bD Hesse p--- Boost No..T_,__- _, PID fat..- Block___ Plat/Addition Oqw s D,earn Manhole Me. -- St.. at P.L. from Dawostreem Monhole------- --_ Elevation at C.L. of Sewer Main --- Distance }ram SeWer Main to Cleanout - R of Fade for Service to be ,ntioKed _ LaoSth, Size and Type of Service Plpa_s_____ ----- 3 h ,A P.L. (Fmsh Surface to Invert)_. -use, Main to Riser Horizantol Oiatorr -_, R Vertical Height, WATER Oown.occeh Manhole No. Sto at P.L. from D hes strewn M°rrhd¢-_-+______ Length, S'ze and Type of Servic¢ Pipe Depth at P.L (Finish Sunoco to Coro Stop block)-_ Curb Step Carver Co. Coordinates: X___ Y-__- 2 -_- F -Denotes Sewo-r Service End 63 -Denotes Water Service End (SHOW SKETCH WM TIES HERE) -. r..mme Nemo, r 6y 0m terse. eM oepM of sw,Aw Colewd by a nr Baa ov a":,R w� o en lad In Iw,q , b«Ixe,,, +- PaI,Ls w,I mal ba lien I e*.xJ+, •.' o. ,.,dine .ak m.r. .ern c r I r"'.. Pn a *ni n,. . u u._ mn:AlceLLl�o A I STANDARD SERVICE �a�y1f1�A�F 4ON106U611 TIE CARD REVISED: 2-I6 1 ENGINEERING DEPARTMENT elAiE NG.: 5221 na NA4E:G.\EnG\SPECS\522I ,fU I Pe.-es*ricn Curb Ramps mum Page 3 of 5 R€vrsEn: m -I6 ENGWEERING DEPARTMENT FOIE NA4E:G ENG\SPECS\52)58 USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION, USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. ��- AGGREGATE BASE SURL �� Fo m o m 7 N ie � 04, 4'r? s PV TCW 2w % 2% MNDOT SELECT GRANULAR BORROW 0 1 DATE COURSE IN AGGREGATE s iz MNDOT 31a9,2H KEP g I 12" re rn ORAN Expansion Joint W Expansion Jani ALTERNATE 4" {25' Trar(sltlon) URI�t f-Wey SUB -SURFACE MIM TR.t Gaffer Cenhaction Janis A I Valley Better es 8' i LAN No Scale N9Tt).. 1. Us¢ $4 (1/2") rebar .lab reinforcement in ro.w placed @ 6' from teach edgo .q 36" f-3/4" slope per foot 3" up from -- i bottom antl 6" mom 5. Aggregate used in the concratt nix sholl Be granite.. Cos 5 e aggrgate base SECTION A -A \"#4 Rebar No Scale NOTES, 7. 1/2" Preformed 'ant LI er material M213. / 1 2. Jomte B' rtes. m Cross Gunter. 3. MaSpacing for g4 racer is 2' on centers for wings. Max,,(Spaci ace 1I'IOF STREET INTERSECTION WMM CONCRETE VALLEY GUTTER REVl5E0: 70-T6 ENGINEERING DEPARTMENT "LATE Na.: SLOB roc w,4E: c:\ENc\sPEEs sem ,fU I Pe.-es*ricn Curb Ramps mum Page 3 of 5 R€vrsEn: m -I6 ENGWEERING DEPARTMENT FOIE NA4E:G ENG\SPECS\52)58 `- CLAY SUB -GRADE NOTCH CLAY SUS_GN`�N4" PERFORATED PIPE San 35 NOTCH CLAY SUe-GRADE FOR PIPE PLACEMENT TRENCH DETAIL Perforated PVC PIPE DETAIL 6" GOING. OLLA!R GROUT I. CELE NOUTS REQUIRED AT 300' INTERVALS & 1 PIPEUND ALL ENDING POINTS. 2. SWING TIES TO BE SHOWN ON AS-BUILTS FOR ALL CLEANOUTS AND ENDING POINTS TO _ ALL ORAINTILES, 3. OPENINGS IN STRUCTURE FOR DRANTILE TO RE FABRICATED OR CORE DRILLED. 4. MILE DETAIL TO BE USED WHEN 2' OR MORE OF EXISTING SOIL SUB CLIA IS NECESSARY. 8, ALL DRAINTILE TO cr.[Ea AIRES. �(��Ii}1�Up6kF� 4" SUB -SURFACE WWI DRAINTILE REVISED 3 1ti ENGINEERING DEPARTMENT PLATE NO.: 5232 FILE NAMPG IK SPECS 5 32 DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION, USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. ��- AGGREGATE BASE SURL �� Fo m o m 7 N ie � 04, 4'r? s PV TCW w TCW MNDOT SELECT GRANULAR BORROW RSM DATE COURSE IN AGGREGATE s iz MNDOT 31a9,2H KEP g este care & Gutter --- Bata are & Gauer 12" re rn ORAN Q BRUMin We water se ce W `- CLAY SUB -GRADE NOTCH CLAY SUS_GN`�N4" PERFORATED PIPE San 35 NOTCH CLAY SUe-GRADE FOR PIPE PLACEMENT TRENCH DETAIL Perforated PVC PIPE DETAIL 6" GOING. OLLA!R GROUT I. CELE NOUTS REQUIRED AT 300' INTERVALS & 1 PIPEUND ALL ENDING POINTS. 2. SWING TIES TO BE SHOWN ON AS-BUILTS FOR ALL CLEANOUTS AND ENDING POINTS TO _ ALL ORAINTILES, 3. OPENINGS IN STRUCTURE FOR DRANTILE TO RE FABRICATED OR CORE DRILLED. 4. MILE DETAIL TO BE USED WHEN 2' OR MORE OF EXISTING SOIL SUB CLIA IS NECESSARY. 8, ALL DRAINTILE TO cr.[Ea AIRES. �(��Ii}1�Up6kF� 4" SUB -SURFACE WWI DRAINTILE REVISED 3 1ti ENGINEERING DEPARTMENT PLATE NO.: 5232 FILE NAMPG IK SPECS 5 32 DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION, USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT��Rs' AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. �j S �j% 1- SURL �� Fo m o m 7 N ie � 04, 4'r? s PV TCW DRAWN BY TCW CHECKED BY RSM DATE ROBERTS. MOLSTAD, P.E. Date: 04 (LT' /17 Lic. No. 06/14/17 .314' ner fa .- 5 1� __ Af v A 5'4 ORAD �._�-,- .:-•---'L-1 _ AIG? -4 67, F i 0... 6 �3, L8" Carreto Pavement` UseRaSar Sob keinfwcemanR 6" Class 5 base incidental to opron SECTION A -A No Scale 36' Max. Industrial/Commercial A Rigtlt of -Way BE FABRICATED OR CORE DRILLED, este care & Gutter --- Bata are & Gauer Box instaPed over Q BRUMin We water se ce eN' P in ALTERNATE 4" I r' ages rau,vw sawn sew re ua iMe or reecnox.vwry n rel wwJwEas me va. URI�t f-Wey SUB -SURFACE MIM I Cenhaction Janis Max. Spacing in Exp.NX.n Joint (typ) Valley Better es 8' i LAN No Scale N9Tt).. 1. Us¢ $4 (1/2") rebar .lab reinforcement in ro.w placed @ 6' from teach edgo rebar to Be 2' on center, being 6" on center in the gutter. 2. Contraction joint. shop be 1/3 the depth of the slob. 3. BirrllnoustCaVNq section to the right-of-way is the soma as the street 9 w �g C Maximum pavement dope allowed wAho 30' of the street is 4,58. 5. Aggregate used in the concratt nix sholl Be granite.. 6. If water shutoff is in the d/veway pavement a cover as manufw0ured by Mcdorwld 74MIA sores with o B" opening frome & cover or equal shall be instaited. 0"OF COMMERCIAL/INDUSTRIAL. 8 CONCRETE DRIVEWAY APRON IRLV LU :-IEi `NGINEERING DEPARTMENT PaII: ner: = L n c ler r s .. •s�TrA 6' : a - AGGREGATE BASE O COURSE .2 AGGREGATE � I MNDOT 31414 9.J1 MNQot 3733 GEOTEXCLE (TYPE 1) WRAPPED TRENCH 12 4' PERFORATED PIPE SDR 35 TRENCH DETAIL 4" PERFORATED PVC SDR -35 PIPE DETAIL NOTES._ fl p � ww,wwr ,w bww .ants 6 a nx Geo «as a., 1, CLEANOUTS REWIRED AT 300' INTERVALS & z uAx wwm a Rax _ _ _ ALL ENDING POINTS. 0... 2. SWING TIES TO BE SHOWN ON AS-BUILTS 0.3' Y e '� p , tl FOR ALL CLEANOUTS AND ENDING POINTS TO r". res or owrm..r ALL DRAINTILE& gg Ile 3. OPENINGS IN STRUCTURE FOR DRAINTILE TO . 1w.. �` s.,E..a BE FABRICATED OR CORE DRILLED, e s,s,rexx >oa auw¢1z wm. ai ansa """•.'. e 4. ALL DRAINTTLES TO HAVE TRACER WIRES. Y m%u re. off or xn CONCRETE CURB & GUTTER ALTERNATE 4" I r' ages rau,vw sawn sew re ua iMe or reecnox.vwry n rel wwJwEas me va. URI�t f-Wey SUB -SURFACE MIM I I REVR&E°no-IA ENGINEERING DEPARTMENT I b I E I __ J �1 tiv 6 ww �e°epp"tir ae �Wpvs r q"a Z6 ' °Dww.rv,•A�.wa,..A..�..,ww. a..e.A...a,.m..w,w,J. wraa NTS -�'-� 9 w �g CONCRETE RESIDENTIAL R 3 r } .-T-�-- WITH AND WITHOUT CURBS 5 8 a 0 I Rcvai.11x`I°'SrnrS.1 ulYr4aree*awwa'cc"(r)aevT&6°tt `Evu:�. °uier onenor 3. BENDS AND RISER TO BE SAME SIZE AS DRAINTILE MAIN. RESIDENTIAL BITUMINOUS 4. ALL DRAINTILE MUSTHAVE TRACER WIRE BROUGHT UP TO THE SURFACE AT DRIVEWAY ENTRANCES �; WITH AND WITHOUT CURBS s� h§ y 3 ENGINEERING DEPARTMENT PLUS NO.. ; 52G9 $s sw Pedestrian Curb Ramps. fflQr Pae4of5 g Curb Ramps REVISED: 1016 ENGINEERING DEPARTMENT PLATE Na.: 52150 FEF Ewe G\6NG\_caecs\bztsc Rota;ED: 1D -I6 r_. G. E5G\:"ECS 525± ENGINEERING DEPARTMENT 6' : a - AGGREGATE BASE O COURSE .2 AGGREGATE � I MNDOT 31414 9.J1 MNQot 3733 GEOTEXCLE (TYPE 1) WRAPPED TRENCH 12 4' PERFORATED PIPE SDR 35 TRENCH DETAIL 4" PERFORATED PVC SDR -35 PIPE DETAIL NOTES._ fl p � ww,wwr ,w bww .ants 6 a nx Geo «as a., 1, CLEANOUTS REWIRED AT 300' INTERVALS & z uAx wwm a Rax _ _ _ ALL ENDING POINTS. 0... 2. SWING TIES TO BE SHOWN ON AS-BUILTS 0.3' Y e '� p , tl FOR ALL CLEANOUTS AND ENDING POINTS TO r". res or owrm..r ALL DRAINTILE& gg Ile 3. OPENINGS IN STRUCTURE FOR DRAINTILE TO . 1w.. �` s.,E..a BE FABRICATED OR CORE DRILLED, e s,s,rexx >oa auw¢1z wm. ai ansa """•.'. e 4. ALL DRAINTTLES TO HAVE TRACER WIRES. Y m%u re. off or xn CONCRETE CURB & GUTTER ALTERNATE 4" I r' ages rau,vw sawn sew re ua iMe or reecnox.vwry n rel wwJwEas me va. URI�t f-Wey SUB -SURFACE MIM q DRAINTILE REVR&E°no-IA ENGINEERING DEPARTMENT �D 3 52.3 ntE NAueG ENo\sPEcs\sz3d ewm*'"i'Y' wo m.f w®v Pb -ow "�• M1n rwnJ+ry FX WNi x,mxmM"uno .1Mx¢wM __ J �1 tiv 6 ww �e°epp"tir ae �Wpvs r SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 x NO CONCRETE CURB & GUTTER fl p � ww,wwr ,w bww .ants 6 a nx Geo «as a., YARD BOX COVER PLUG TO BE MAGNETIZED TO ALLOW z uAx wwm a Rax _ _ _ mxR a.Jm �R1y,t-m-weY 0... 1- Awi3 uYsiurq�. .wx. • -wva. 0.3' Y e '� p , tl mere r". res or owrm..r _ I. SnNNi WE � aS aP ANi gg Ile 5w- .ew +a".iwrnr.wmffPnxwwzc` . 1w.. �` s.,E..a Nes. rearm rewaoawaeltw«aa e s,s,rexx >oa auw¢1z wm. ai ansa """•.'. e l w<f+(In9 mwwnc+wxbxwhN`. wuxl. Y m%u re. "`�R.'"ui*w1 saws, «atµ e•aaiwe ac owe NTS xn CONCRETE CURB & GUTTER It8 I r' ages rau,vw sawn sew re ua iMe or reecnox.vwry n rel wwJwEas me va. URI�t f-Wey -. _ ••.. 20A W51WhfM%wnEA Y#YAY N+nlusllrvwerNes s a' cave .,Xr. wv. q eKX Gf aA9 Orr x YY -.c- ox hhhe �m'b Mev ewm*'"i'Y' wo m.f w®v Pb -ow "�• M1n rwnJ+ry FX WNi x,mxmM"uno .1Mx¢wM __ J �1 tiv 6 ww �e°epp"tir ae �Wpvs r q"a Z6 ' °Dww.rv,•A�.wa,..A..�..,ww. a..e.A...a,.m..w,w,J. wraa NTS -�'-� CONCRETE RESIDENTIAL I It Flirt DRIVEWAY ENTRANCES .-T-�-- WITH AND WITHOUT CURBS '.--- P,.n*E No-. - - o "U 1zHEPAR rME� SiCB rIU6 'N1 D1 ThIftEADED METAL PLUG TO BE SET UNDER YARD BOX COVER PLUG TO BE MAGNETIZED TO ALLOW e d r N 4icoulox's D FOR LOCATES VIA METAL DETECTOR, TRACER WIRE TO BE 0... Yt 9' �1 fiFX'14fi VEX 12' YARD BOX WITI CLOSED �j I COYER TO MATCH SURROUNDING gg Ile COLORS AS APPROVED BY ENGINEER. w,.7 N.b' PV ff PWVEYdY L swere, FLL S1NER vera AK's Am I FINISHED GRADE ® aP. ew. f xrr wr".ortcorre''"'zlmir 0.4E PIECE SOLID 4" P+V YY P ,tP MM SDR -75 gg @ ii n44 4��Eax �6$fie T jCLEANOUT jj {{RISLERS. I. €N.. AA� R5R4 gat:egat layht J i sl, i'a 11 it Ii „a,xn ��` ce :.fid. 1-I I I -I I -1 I I -i I -I I I-) I I W o -I 11=1 11-1 I 145 1=11=1 11=1 1I!- I tl=1 I I-1 I I I I -I I -I I i- 45 '.Utq avw.ms 11-� 1 i I- 1 t t I WYE PVC SOR_35 4" PERFORATED WYE PVC DOOR R{NUSt' i'- 10 MIN. CAP I It Flirt TRACER WRE AS PER SPECIFICARONS, .-T-�-- P. Yo owvrxermxxrss wwwuux w •wn wrowrws 'wr `,s1 EI a 0 2. CLEAN OUTS SHALL BE SPACED AT 300' INTERVALS (MAXIMIUM) Rcvai.11x`I°'SrnrS.1 ulYr4aree*awwa'cc"(r)aevT&6°tt `Evu:�. °uier onenor 3. BENDS AND RISER TO BE SAME SIZE AS DRAINTILE MAIN. RESIDENTIAL BITUMINOUS 4. ALL DRAINTILE MUSTHAVE TRACER WIRE BROUGHT UP TO THE SURFACE AT DRIVEWAY ENTRANCES �; WITH AND WITHOUT CURBS s� h§ y 3 ENGINEERING DEPARTMENT PLUS NO.. ; 52G9 $s sw SUB -SURFACE PVC DRAINTILE fflQr Pedestrian Curb Ramps END OF RUN CLEANOUTS Page 5 of 5 Rota;ED: 1D -I6 r_. G. E5G\:"ECS 525± ENGINEERING DEPARTMENT PLATR Na.: 52150 FILE NAME:G\ENG\SPECS\52150 rIU6 'N1 D1 ThIftEADED METAL PLUG TO BE SET UNDER YARD BOX COVER PLUG TO BE MAGNETIZED TO ALLOW e d r N 4icoulox's D FOR LOCATES VIA METAL DETECTOR, TRACER WIRE TO BE 0... BROUGHT UP INTO BOX WITH 4' ADOBIONAL SLACK OF N, w r rtxaee c VEX 12' YARD BOX WITI CLOSED �j I COYER TO MATCH SURROUNDING W COLORS AS APPROVED BY ENGINEER. w,.7 N.b' PV ff PWVEYdY L swere, FLL S1NER vera AK's Am I FINISHED GRADE ® aP. ew. f xrr wr".ortcorre''"'zlmir 0.4E PIECE SOLID 4" P+V YY P ,tP MM SDR -75 r0' 040, new PA. jCLEANOUT jj {{RISLERS. I I El I -I I I -i i I w y -I i 1=1 i t -I I I I=I i -III -i I II -I o or Mex woe In Row.--� ce :.fid. 1-I I I -I I -1 I I -i I -I I I-) I I W o -I 11=1 11-1 I 145 1=11=1 11=1 1I!- I tl=1 I I-1 I I I I -I I -I I i- 45 '.Utq avw.ms 11-� 1 i I- 1 t t I WYE PVC SOR_35 4" PERFORATED WYE PVC DOOR R{NUSt' i'- 10 MIN. CAP I It Flirt TRACER WRE AS PER SPECIFICARONS, .-T-�-- NOTE. owvrxermxxrss wwwuux w •wn wrowrws 'wr `,s1 I. SOLVANT WELD ALL JOINTS ON CLEAN WT. (NON-GAS.KETETD) on�na res WxWp Y qR Mai:wxt. inxav}v .m 2. CLEAN OUTS SHALL BE SPACED AT 300' INTERVALS (MAXIMIUM) Rcvai.11x`I°'SrnrS.1 ulYr4aree*awwa'cc"(r)aevT&6°tt `Evu:�. °uier onenor 3. BENDS AND RISER TO BE SAME SIZE AS DRAINTILE MAIN. RESIDENTIAL BITUMINOUS 4. ALL DRAINTILE MUSTHAVE TRACER WIRE BROUGHT UP TO THE SURFACE AT DRIVEWAY ENTRANCES EACH STRUCTURE IN TRACER WIRE BOX PER DETAIL Seat OR AT A CLEAN WITH AND WITHOUT CURBS OUT AS SHOWN ABOVE. FOLLOWING COMPLETION, THE CONTRACTOR WILL BE ENGINEERING DEPARTMENT PLUS NO.. ; 52G9 REQUIRED TO LOCALE VOA TRACER W9RE TEST. SUB -SURFACE PVC DRAINTILE CLEANOUTS FOR INLINE AND END OF RUN CLEANOUTS ENGINEERING DEPARTMENT I PUTS No.5234 r_. G. E5G\:"ECS 525± CHANHASSEN, MINNESOTA IIso nese 'A NO CONCRETE CURB dr GUTTER eP' MN Wmkwa 'AaM INLa[ eRM'ERtt e d r N 4icoulox's D i � � w ow ear waxu%m mcR we>IX ;mom 0... _ z p rtNWM ri MSTdJEN N, w r rtxaee c Eaawuv �j I s' r it Pe o W DRAINTLE PIPING w,.7 N.b' PV ff PWVEYdY L swere, FLL S1NER vera AK's Am tatx MAN fA . ® aP. ew. f xrr wr".ortcorre''"'zlmir rx'saw a�w,,(r,,•a.,wwa., ar:.Sry�Iq YY P ,tP MM (°�R4°,e�lfA M1ICvkNI48Rli YAla sN Y dt f®1.1L�3�4KtY� UAi41&1-. r0' 040, new PA. _ CONCRETE CURB & GUTTER i rtIi 4e .4%ONrd`M1Y MN1N 1 PRWeRtY IT x .. or Mex woe In Row.--� ce :.fid. AGGREGATE 3149.2H Rwn ,a ear ovale rice w;im usw:E '.Utq avw.ms e WIN. olk POSE R{NUSt' �i S fiP $ mimml ��ae,{ I It Flirt .^R A l'M'.il .�.a"3.1...� .-T-�-- owvrxermxxrss wwwuux w •wn wrowrws 'wr `,s1 em »a .es umR auu x uR" on�na res WxWp Y qR Mai:wxt. inxav}v .m «s raw +ai ro aev awn n nx w M wxrwm amen 1x-11.. o (ewe( mesa m xo+ry r Rcvai.11x`I°'SrnrS.1 ulYr4aree*awwa'cc"(r)aevT&6°tt `Evu:�. °uier onenor M1t N Op Vl[ RESIDENTIAL BITUMINOUS 1 DRIVEWAY ENTRANCES 1131111101 WITH AND WITHOUT CURBS RW15E 10 o ENGINEERING DEPARTMENT PLUS NO.. ; 52G9 VARIABLE I� 1/4" PER FT. SLOPE a TOWARD ROADWAY I MINIMUM 11 1 12' __L_VARIES TV CURB TOPSOIL TYPICAL 3" MNDOT 2360 SPWEA34DB 6" CLASS 5 BASE COMPACTED SJBGRADE PER SOIL ENGINEER NOTES. 1. SHOULDERS TO BE BACKR LED AND RESTORED WITH TOPSOIL AND RE -VEGETATED WITH SOD OR SEED / MULCH. 2. THE CONTRACTOR ORDR PTANCE. SHALL SUPPLY A 2 YEAR 100.°'. MAINTENANCE BONG UPON CITY ACCEPTANCE. 3. THIS DETAIL / SPECIFICATIONS ARE MINIMUM REQUIREMENTS, ADDITIONAL DESIGN MAY BE REQUIRED DEPENDING ON EXISTING SUB -GRADE S61L CONDnIGNS. 4. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSUITABLE SOILS, NO WASTE MATERIAL, BLACK DIRT, OR ORGANIC SOILS ALLOWED. 5. PATCHING OF EXISTING TRAILS SHALL BE FULL WIDTH AND NO LESS THAN 4' LONGITUDINALLY . Off BITUMINOUS TRAIL RE111"D: -1 108 PLAT'` NO. ENGINEERING DEPARTMENT . 5276 :RE NAMES SCEGS 52f6 DETAIL SHEETS FAWN HILL HP HOLDINGS, LLC. FILE NO. 37865-001-200 11 BACKTILL AREA WITH ROCK }�I M s • .Ib l.�Iri Ni3�jy�Ij DO NOTCONNECITO EXISTING r.A'i�i':� ��."IIcIJ-Il II Ill 91E DRAINTLE PIPING TRENCH DETAIL ROOK TO BE WRAPM IN i rtIi COURSE FILTER ce :.fid. AGGREGATE 3149.2H w uAl e WIN. olk POSE w I It Flirt $fry ff--- TYPICAL PRIVATE F{,1h5'8' DRAIN CONNECTION DETAIL SHEETS FAWN HILL HP HOLDINGS, LLC. FILE NO. 37865-001-200 11 1"- 2" CLEAN CRUSHED ROCK r.SO, 5"'MIN.DEPiH FOR ROCK WPB yp\ 10"MINMEPTH FOR WOODCHIPS OO.. •SLOG, 18" MINIMUM CUT OFF BERM / TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC NOTE:FILTER FABRIC SHALL BE PLACED UNDER TO STOP MUD MIGRATIOtI THROUGH ROCK. Dt.4 .NNOAN 2d MAyLAM CITYOF ROCK ' - _NNT Q uss.c SIAL is PPVFN Fare ish AXI t� -SES nUP-o-OE-N) SEE BELOtl!-� - STREET oSPr{'EF(CARONS AND S7A11R4ROS �fdV� ENTRANCE R: sFo 1c NDEROROUND 'DEPARTMENT PLATE No.: 5301 SUMP DISCHARGE EXr$DNG STEEL PIPE M. ALTERNATE MATERIAL ASTM QI ARu &Mel H spolset-,X al. A.,. 1. (Xw, • If ,10'2 use) DRAWTLE SOUP HUMP-DRAIPoTLE 1C3 Pl`4'2 ArWKe 1L'MA S,T6 591 -TA W Mm01C9 rs,W 'I FOUNDATION WALL ENGINEERING DEPARTMENT MINIMUM 1.0' Il- QE ALV35 o0.w well fE 6YUVM12 NAII£B or x T .Ir x e' IIK3!. BART, 89L S:- CARR RMT PER ANSI et0.e.l, INS JAES ewroE naww carbo ur. 111111 Ott. -POSITIVE SLOPE ,1 . b Buell x.. J-Nad( MtrBAON ettOp4EH5 eA EcIUR9.. hays pose MALL Kie�YFNI s whew. -INE-Uk Alrear wr.... IMF ICs . A eUSW9N was sed 0. RASEFLATE IS PERMANENTLY STAMPED WITH ON PIPE SECTIONS NORMAL TO AXIS +/- 3' 2" MINIMUM wa w iii" PCV HEUX MUST BE FORMED BY MATCFRNG SPACING --------y METAL DIE (SIDE NEW OF TRUE HELICAL FORM) se, EAR raV.rgH be sl.as sr YTo m Be sexre. {�a1AZ'J ^m e FLEXIBLE I90• BEND W=10' MIN, 25' MAX PLASTIC PIPE to re Rnr. eaRrzx rcA ed. m1. :polasw L�pQp UU1A1111 [C= AREA (ACJ HOUSE SUMP u ubw wtts AuatW+9 RUNS ¢rr,e tau o. Av ANSI. cs') Lu 0. SO PUMP CONNECTION .1 §DYES TR eAse Y SXALL At CRrNrEp nr Au ervrLT t#m5M5 r,iAT D DETAIL RENSED. 3-L.6 wars pEASAwAY NEE u. A. AT ANA prewo ENGINEERING DEPARTMENT PLATE NDa 5236 FILE NAME: G: , c\svec5\52.15 1"- 2" CLEAN CRUSHED ROCK r.SO, 5"'MIN.DEPiH FOR ROCK WPB yp\ 10"MINMEPTH FOR WOODCHIPS OO.. •SLOG, 18" MINIMUM CUT OFF BERM / TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC NOTE:FILTER FABRIC SHALL BE PLACED UNDER TO STOP MUD MIGRATIOtI THROUGH ROCK. Dt.4 .NNOAN 2d MAyLAM CITYOF ROCK ' - _NNT Q uss.c SIAL is PPVFN Fare ish AXI t� -SES nUP-o-OE-N) CONSTRUCTION Nb caa pubs.I We. - a.fin .sore BY nx ary oSPr{'EF(CARONS AND S7A11R4ROS �fdV� ENTRANCE R: sFo 1c Er r"INC,_._ 'DEPARTMENT PLATE No.: 5301 FILE len,..::.r.n. BIORCI-L ',vn'iLl/NpGK WEIR TO BE REMOVED WHEN STABILIZED. OS{,D E p\\- VA-TT�F,$IOQOLL WEIR 111331 ROCK & FABRIC WEIR PERIMETER CONTROL TRASH GUARD BO TOM OF FES BOTTOM 6" OR 12" RIOROLL OF FES SECURED INSIDE FES 6"-12" OF Ili" TO 2" - WASHED ROCK WRAPPED INSIDE A MONOFILAMENT TYPE GEOTFXTILE FABRIC INSIDE FES CMff FLARE=D END SEDIMENT TRAP CSIXIM ROCK WEIR/WATTLE ROLL REwSED: 3-14. oil I FIE NO: FILE NAMEa:'AENe\sPEcs\s3ozA ENGINEERING DEPARTMENT 5302E �OF LIGHTING POLE REVISED l vUn NO ENGINEERING DEPARTMENT PIV flLC PUSAE: G: F-NO\SPECT\S2M10 1- DIAMETER ROCK FILTER NOTE SILT FENCE PER BEGOT SPECIFICATIONS SOURCE MACHINE SLICED WOVEN MCDlOFBAMENT, 36" WIDE FASTENED TO STEEL T -F WITH 3 (50LB) TENSILE STRENGTH PLASTIC ZIP TIES PER WITH T-POST(MACHINE SLICED) ' MINIMUM 24" RUNOFF 12" - - -]1024- FILTERED ]t .24"FILTERED WATER SECTION A. -A CITYOF OFFROAD CATCHBASIN FILTER BARRIER �easEo: z -la ENGINEERING DEPARTMENT `LATE con.: x,302 YlE NAMc: Pr EtiG SPECSt530x WOODEN LATH SHALL BE NAILED SECURELY Tfl ME POST MEMBER TO SECURE FILTER FABRIC. 2"X4" X3'LONG WOW POSTS, 8 RECT. Ntl�B_ CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-16D COMMON NAILS MONQFy.AMENT GEOTEXTILE FABRIC AS PER MNOOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 5-10" OF FABRIC FLAP AT BOTTOM OF BOX 2" WASHED ROCK 1' DEEP X 2' WIDE MYOF SILT BOX SEDIMENT TRAP effillm rLvseo: ,-,oaUYE Na.= FLE NAME: G:\ENG recsls3ozA ENGINEERING DEPARTMENT 53026 7S>$.�C.,, (r 112-tea2 HARDWARE PACKAGE INCLUDES _Y (4) ROUND FLAT WA4gR5,ROLiS POLL 1HR£A05. (5 Y NUTS. b LOCK WASHERS, & 9 3'R 3•.. TAPFtiO ftETMF6NC WASHER. (> r e.Ts' TO IY DIA BOLT CIRCLE d) NOTCHES IN SHAFT 1 0 ALLOW ONLY HEAD C EARANU ZS` Nors 1, FKASH. HOT pP GALVANIZE. PER ASTM -A155 (LATEST RON IM). 2. BASEPLATE TO BE PERPEt4NCULAR TO SHAFT AXIS (& I°') PNO NOL£ CENTERLWE CONCENTRICANUFA) TO SHAFT ANE 3. STENGL WN 1/2 OA LETTERS mANUFACNP.Eft'S NIAtB£A AFTER GALVNIW 4. PILOT V@NT AND SHAFT AXES RI BE CONCENFRO 9.66" DIA. .125 FMG AND IN LINE t+/- 2'). 3 PINT CUT SLOT PERPENDICULAR TO THE BASEPLATE. REUX GENERAL S -Em A LUIENARV� ' - _NNT Q uss.c SIAL is PPVFN Fare ish AXI t� -SES nUP-o-OE-N) ESS BROS.. CORCORAN, MN. OR EQUAL Nb caa pubs.I We. - a.fin .sore BY nx ary oSPr{'EF(CARONS AND S7A11R4ROS �fdV� prop, ivEa9Rpaxn Arc: wart •ass erea raw NAI I*I Wr spiv we ware BUL. 1270.) 'mE ubkawru olnrEyJrwx sap +HAFT, ASM: A252 -(LATEST RENSOG GRADE 2 be,Low STEEL PIPE M. ALTERNATE MATERIAL ASTM QI ARu &Mel H spolset-,X al. A.,. 1. (Xw, • If ,10'2 use) AL S C AI. BECTON. NORMAL Q WnW3 wo 9tW EL wend SIf R'renne SVl,.H 1.5r. 1C3 Pl`4'2 ArWKe 1L'MA S,T6 591 -TA W Mm01C9 rs,W UDUX. PSM A636 -(LATEST RENSICN) HOT ROL ED Q mW Y,w w.amrwxb' IY aPilReuR ENGINEERING DEPARTMENT 0 urn u.ww Ass, ar iwe-x o+x sad, b i QE ALV35 o0.w well fE 6YUVM12 NAII£B or x T .Ir x e' IIK3!. BART, 89L S:- CARR RMT PER ANSI et0.e.l, INS JAES ewroE naww carbo ur. 111111 Ott. (8QP TXT ss CR91F5aM of EASE ` a As R AN-anomeEC ween ,1 . b Buell x.. J-Nad( MtrBAON ettOp4EH5 eA EcIUR9.. hays pose MALL Kie�YFNI s whew. -INE-Uk Alrear wr.... IMF ICs . A eUSW9N was sed 0. RASEFLATE IS PERMANENTLY STAMPED WITH AF 1As.. SECTIONS NORMAL TO AXIS +/- 3' C£NERAL NOTES: wa w iHI. s. 1 GULL . Ar, M WL se TIM. I HEUX MUST BE FORMED BY MATCFRNG H GEear CR ale - Hrg. NIP S METAL DIE (SIDE NEW OF TRUE HELICAL FORM) se, EAR raV.rgH be sl.as sr YTo m Be sexre. {�a1AZ'J ^m NF PTi Ame Hess. S rebound AW HINATv Ape DIRECTION OF whem,aar w twF e bR . xcee. Thea Sr IFR aWCmmE `N LIE.. . #iJ. [ TTL ca LG when buIlY W=10' MIN, 25' MAX ut sawas ap. ..A . rem.. to re Rnr. eaRrzx rcA ed. m1. :polasw e* r wAu eT s1Rl¢vwa2 oTsrt m eaX Im a Lae AREA (ACJ �a AwHoss u ubw wtts AuatW+9 RUNS ¢rr,e tau o. Av ANSI. cs') Lu 0. SO ALAeeb in a' 1, .1 §DYES TR eAse Y SXALL At CRrNrEp nr Au ervrLT t#m5M5 r,iAT D EaM As awes. bas .1 mac 0do wars pEASAwAY NEE u. A. AT ANA prewo 25 Anal (ma JaA - wev-meel �OF LIGHTING POLE REVISED l vUn NO ENGINEERING DEPARTMENT PIV flLC PUSAE: G: F-NO\SPECT\S2M10 1- DIAMETER ROCK FILTER NOTE SILT FENCE PER BEGOT SPECIFICATIONS SOURCE MACHINE SLICED WOVEN MCDlOFBAMENT, 36" WIDE FASTENED TO STEEL T -F WITH 3 (50LB) TENSILE STRENGTH PLASTIC ZIP TIES PER WITH T-POST(MACHINE SLICED) ' MINIMUM 24" RUNOFF 12" - - -]1024- FILTERED ]t .24"FILTERED WATER SECTION A. -A CITYOF OFFROAD CATCHBASIN FILTER BARRIER �easEo: z -la ENGINEERING DEPARTMENT `LATE con.: x,302 YlE NAMc: Pr EtiG SPECSt530x WOODEN LATH SHALL BE NAILED SECURELY Tfl ME POST MEMBER TO SECURE FILTER FABRIC. 2"X4" X3'LONG WOW POSTS, 8 RECT. Ntl�B_ CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-16D COMMON NAILS MONQFy.AMENT GEOTEXTILE FABRIC AS PER MNOOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 5-10" OF FABRIC FLAP AT BOTTOM OF BOX 2" WASHED ROCK 1' DEEP X 2' WIDE MYOF SILT BOX SEDIMENT TRAP effillm rLvseo: ,-,oaUYE Na.= FLE NAME: G:\ENG recsls3ozA ENGINEERING DEPARTMENT 53026 7S>$.�C.,, (r 112-tea2 HARDWARE PACKAGE INCLUDES _Y (4) ROUND FLAT WA4gR5,ROLiS POLL 1HR£A05. (5 Y NUTS. b LOCK WASHERS, & 9 3'R 3•.. TAPFtiO ftETMF6NC WASHER. (> r e.Ts' TO IY DIA BOLT CIRCLE d) NOTCHES IN SHAFT 1 0 ALLOW ONLY HEAD C EARANU ZS` Nors 1, FKASH. HOT pP GALVANIZE. PER ASTM -A155 (LATEST RON IM). 2. BASEPLATE TO BE PERPEt4NCULAR TO SHAFT AXIS (& I°') PNO NOL£ CENTERLWE CONCENTRICANUFA) TO SHAFT ANE 3. STENGL WN 1/2 OA LETTERS mANUFACNP.Eft'S NIAtB£A AFTER GALVNIW 4. PILOT V@NT AND SHAFT AXES RI BE CONCENFRO 9.66" DIA. .125 FMG AND IN LINE t+/- 2'). 3 PINT CUT SLOT PERPENDICULAR TO THE BASEPLATE. REUX WitOF� LIGHTING ASSEMBLY BASE DETAIL REVISED. 06 ENGINEERING DEPARTMEM PUTE NO, RUN NAMf'G: ENT.\<_PEC',\5241 5241 SEDIMENT TRAP me naeaer ' BASEPLATE- A51M A28 -(LATEST REWRON) ESS BROS.. CORCORAN, MN. OR EQUAL Y u oSPr{'EF(CARONS AND S7A11R4ROS �fdV� STRUCTURAL STEEL (CM'FORM To AASNTO TECH wart •ass erea raw ay. BUL. 1270.) ANEROVEN BAKED DARK GREEN ��E��NFIA�MEL, AIAH(DD 3552. 1' SPCRWU9ECA5kY1C�EAENiRpNCE EtANPMENi•.LPBELED '4JITAi'ALE +HAFT, ASM: A252 -(LATEST RENSOG GRADE 2 nA NO an e 1. STEEL PIPE M. ALTERNATE MATERIAL ASTM eau sn d 11 bl'm AL S C AI. BECTON. NORMAL A�-(LA::ST "SON) TYPE E OR S. GRADE B. STEEL PIPE ON ASM AAO-(L:AIE5T aciABD ) EEL GRADE B STRU ]URAL STTURING. SLOPE GRADIENT LTOAXIS UDUX. PSM A636 -(LATEST RENSICN) HOT ROL ED WEEPER DITCH CHECK/ ENGINEERING DEPARTMENT STEEL. ASTM A575 -(LATEST REWRION) STEEL REVISED: z -lo -- 3- P,TCHn � BART, 89L S:- CARR RMT PER ANSI et0.e.l, INS JAES flLE MME: G:\ENG\SPECS 5312H 111111 Ott. GRATE -5. ,1 . b Buell x.. J-Nad( MtrBAON I RASEFLATE IS PERMANENTLY STAMPED WITH /_ SECTIONS NORMAL TO AXIS +/- 3' VA DATE CO IO IN 1 IDENTIFICATION "AEC" IN 1/2" i£;TTERS AND DATE CODE IN I/4' LETTERS. HARDWARE BE. PACNi1CST IN @URL1P BAG AND wa w AT ATTACHED TO FWNDATON. ANDATI HEUX MUST BE FORMED BY MATCFRNG oe°%`R-1 Arr"Awa METAL DIE (SIDE NEW OF TRUE HELICAL FORM) RECOMENDEO TORWE: NO VAEATER THAN 16°000 FT. I.S. WitOF� LIGHTING ASSEMBLY BASE DETAIL REVISED. 06 ENGINEERING DEPARTMEM PUTE NO, RUN NAMf'G: ENT.\<_PEC',\5241 5241 SEDIMENT TRAP me naeaer MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., OPEN BOTTOM ESS BROS.. CORCORAN, MN. OR EQUAL FWITH oSPr{'EF(CARONS AND S7A11R4ROS �fdV� MNDOT TYPE 9 MULCH wart •ass erea raw ay. Ass re mr=s;rtl. m. -va unr rswa ANEROVEN BAKED DARK GREEN ��E��NFIA�MEL, AIAH(DD 3552. 1' SPCRWU9ECA5kY1C�EAENiRpNCE EtANPMENi•.LPBELED '4JITAi'ALE ESI P, Buis m Ana x 1,Wire nCd R (NouseM n N as nA NO an e 1. bVEa4 PtARW MiE eau sn d 11 bl'm MODEL#CG23 DEGREE ANGLE ALONGSIDE THE WATTLE 4. O.C. ALONG WATTLE LCC7ER PLAIT wow I - CENCR? OF F4RR ASSEMBLY IWRRM 2 - FOP CP CM BOX 10" lZUR A5501,M), / \ J ,A/ SLG -23 ML'N-FLOW Nli•N-FLOW PA6fiC �/ NOTES �_ 1. GLEAM FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. tiff CATCH BASIN SEDIMENT TRAP ft` nEa , 1c. ENGINEERING DEPARTMENT PurE fro: 5302A FILE N.Vd6 Oa EAG\SPEC4\G3a2A I ROCK WEER MNOOT TYPE 9 MULCH (U¢" SMASHED ROCK) DIRECTION OF SURFACE FLOW TYPE IV GEOTEXPLE FABRIC ANCHORED IN 6" X 6" TRENCH WITH 6', 11 GAUGE METAL STAPLES AT 4' INTERVALS - I II. BIO WEEPER LSTAPLF DOWNSTREAM SIDE OF FABRIC AT 2° NTERVALS TYPE 5 MULCH WASHED ROCK) STAPLE DOWNSTREAM SDE OF FABRIC AT 2• INTERVALS DIRECTION OF I me naeaer SURFACE FLOW OPEN BOTTOM TYPE N GEOTEXTILE FABRIC FWITH ANCHORED IN 8" X 5" BENCH MNDOT TYPE 9 MULCH WITH 5". 11 GAUGE METAL (1 XJ" WASHED ROCK} STAPLES AT V INTERVALS ANEROVEN BAKED DARK GREEN ��E��NFIA�MEL, AIAH(DD 3552. 1' SPCRWU9ECA5kY1C�EAENiRpNCE EtANPMENi•.LPBELED '4JITAi'ALE CYfIOF 6" TO 8" DIAM. WATTLE WITH 36" LONG NOTE, POSTS DRIVEN 24" INTO GROUND AT 30 SPACING=(HEIGHT IN FEET X 700) DEGREE ANGLE ALONGSIDE THE WATTLE 4. O.C. ALONG WATTLE SLOPE GRADIENT ENTIRE LENGTH �p CiPYOF WEEPER DITCH CHECK/ ENGINEERING DEPARTMENT DITCH CHECK WITH WATTLE REVISED: z -lo ENGINEERING DEPARTMENT NATE No.. 5302N flLE MME: G:\ENG\SPECS 5312H ' r `3c. ,1 . b Buell x.. J-Nad( MtrBAON a 355.fi -CAPPED ROOF W RIP SHIELD 4 -DOES) /D ( ) PHOTOELECTRIC CONTROL OENCE AREA LIGHTING RESEARCH #ss IES TWISTLOCK RECEPTACLE, 3-TERII IOWA. 240VAC (MAX) -PHaTMXU_ TERMINAL BLOCK CONTROL POWER TEST SWITCH, 2-POCTON 'AUTO' 'TEST, ALLEN -BRADLEY TYPE '8001' OLTIGHT g80CT-HEA -METER SOCKET 200AMP DOUBLE PADLOCK PRONSION On CIRCUIT BREAKER, 20A/1P SURGE SUPPRESSOR, SQUARE -D §SOSAtl7 ��OL PO�R�ST BRFAIT& 15AMP/IP SFJMENS TYPE 'W' FULL DEAD ��FRONT __� Gtt$ TYPE TIN If D428100 ER /2P LIR YIY�EAtIj (L$1{QE{($EaK( $. 2-BOA/2P SIEMENS TYPE 'ea', OR EOUIL a CONTACTOR,2-WAMP/2P W/120VAC COL 1 ) °®© ALLL DREY TYPE 'IEC'. A. EQUAL ® DUPLEX CFl RECEPTACLE, 20A. ANGLE IRON BASE FRAME WIN OPEN BOTTOM FRONT ELEVATION RIGHT SIDE ELEVATION 14(355.6) 1{25.4 14(5,56) r1(25.4) INTERIOR DEVICE MTG PANEL AND CONTINUOUSLY HINGED DEADMONT ANGLE IRON BASE FRAME (3/16' % 2" X 2") ON C5TRUCR(W NOIE5' 1. SEANCE CABINET SHALL BE EM1BPoCAIFa Mae 92 CAUSE 1(25.4) DBA. MTG. HOLE top FC aE O OPEN BOTTOM a FWITH DETAIL SHEETS FAWN HILL H P HOLDINGS, LLC. ycq ROSB14E TAAMM OUTTIACAAPRRIACCE B� SURF SMsp BASE LAYOUT. 7SOE�j%lpOPI �W HINGED DEADMONT ANGLE IRON BASE FRAME (3/16' % 2" X 2") ON C5TRUCR(W NOIE5' 1. SEANCE CABINET SHALL BE EM1BPoCAIFa Mae 92 CAUSE 1(25.4) DBA. MTG. HOLE top FC aE O (4) -TN%IADNn AETWNN TIP E FWITH DETAIL SHEETS FAWN HILL H P HOLDINGS, LLC. ycq ROSB14E TAAMM OUTTIACAAPRRIACCE B� SURF SMsp BASE LAYOUT. 7SOE�j%lpOPI �W ' 2 F<Ci,et kap b to lum.mea Tn exM1 eetircl. ANEROVEN BAKED DARK GREEN ��E��NFIA�MEL, AIAH(DD 3552. 1' SPCRWU9ECA5kY1C�EAENiRpNCE EtANPMENi•.LPBELED '4JITAi'ALE CYfIOF _ � -.aRrA4E ... MA. Au.0 ,10 LOT 1 'PARR m Npowsr STREET LIGHT AawACf MATERS jA J SERVICE CABINET REVISED: 1-10 ENGINEERING DEPARTMENT PwE NG.: 5242 FILE NA o G, NEN0\"ApEGS\52N2 N6 LOT 3 AWr 'ST rj SLi FEIiCE xmrERn .Buz ",maw wxw I I \ � waiER ttaw arts -LAP SU rE rs. sem a ands, T ETJFV lax W,£r FflMA11� SEDIMENTCONTROL wand se..'An.., expres +.Ams * Water resources staff must be contacted before any/all dewatering ..H'Ity + Perimeter sediment controls we necessary of downsloping property and street edged. Nate that sadment controls new to provide containment by turning perrmetu centrals upatoln-into property. * Paawfim controls can House filer lag.. match berms and/or sit fence. See WHOSE Spec. 3897 & 2573. * Temporary stockpiles cannot be placed in dmengs series. surface waters, m an public sasebe, and must Been fluxmeter control EROSION CONTROL • Tapesk-Ste has a minimum of 4-6 inches of topsoil. * wnstructbn entrance -1 to 7 deo. coshed rock atadeo th of 6 inches * Hou Roof P Tamara -Straw mulch at 2 inches dee around house directly blow se c P roof line If House nes Tarn guttae, downpours need energy dlulpoIIon. < 5 r Fan 4-.1 With .in. add to surface waters of Ma sbrte rte,... lopes -Steppe t p gr essibm centra blankets and term,mu, Or permanent Peeping. Bee MNDot Spec. 3885 Se 2575 • Swdee-Neeo blankets over final 260'. • Sw'alea-Nene -,Ick Lome it slope is 4:1 or greater. CirYOF EROSION CONTROL FOR INDIVIDUAL OT N LL S(TYP.) HLVA LD: 2-13 NDEPARTMENT PLATE N'0.: TaNAIL c: Aenr,\s'ms\530;:6 E r IGT EERING J. PLRN V4EW SAMPLE EROSION CONTROL MMNTAw A rP Toa; aar<R ��EERSl w y PLAN FOR INDIVIDUAL LOTSin`r FWITH DETAIL SHEETS FAWN HILL H P HOLDINGS, LLC. A mosiuAcKANIF . . - . . . . . . . , - Mf 2 FTP,, rtt erINW Fq TCW _ � -.aRrA4E ... MA. Au.0 ,10 LOT 1 'PARR m Npowsr RSM AawACf MATERS jA J .n amI a seen LOT 2 id rN �{-j <w N6 LOT 3 ATT ' r `3c. ,1 . b Buell x.. J-Nad( MtrBAON 3 e.0 /_ earl r -I AT PNaeFAiY LINE ONIC nrrl,Ted wa w n w It, SECTION A -A oe°%`R-1 Arr"Awa NniF. cow 1 {�a1AZ'J ^m D=3• MIN, 5' MAX DIRECTION OF 1 >- daplItu W=10' MIN, 25' MAX SURFACE FLOW to W(FT.)- 10 X DRAINAGE m AREA (ACJ dN Lu 0. SO AWr 'ST rj SLi FEIiCE xmrERn .Buz ",maw wxw I I \ � waiER ttaw arts -LAP SU rE rs. sem a ands, T ETJFV lax W,£r FflMA11� SEDIMENTCONTROL wand se..'An.., expres +.Ams * Water resources staff must be contacted before any/all dewatering ..H'Ity + Perimeter sediment controls we necessary of downsloping property and street edged. Nate that sadment controls new to provide containment by turning perrmetu centrals upatoln-into property. * Paawfim controls can House filer lag.. match berms and/or sit fence. See WHOSE Spec. 3897 & 2573. * Temporary stockpiles cannot be placed in dmengs series. surface waters, m an public sasebe, and must Been fluxmeter control EROSION CONTROL • Tapesk-Ste has a minimum of 4-6 inches of topsoil. * wnstructbn entrance -1 to 7 deo. coshed rock atadeo th of 6 inches * Hou Roof P Tamara -Straw mulch at 2 inches dee around house directly blow se c P roof line If House nes Tarn guttae, downpours need energy dlulpoIIon. < 5 r Fan 4-.1 With .in. add to surface waters of Ma sbrte rte,... lopes -Steppe t p gr essibm centra blankets and term,mu, Or permanent Peeping. Bee MNDot Spec. 3885 Se 2575 • Swdee-Neeo blankets over final 260'. • Sw'alea-Nene -,Ick Lome it slope is 4:1 or greater. CirYOF EROSION CONTROL FOR INDIVIDUAL OT N LL S(TYP.) HLVA LD: 2-13 NDEPARTMENT PLATE N'0.: TaNAIL c: Aenr,\s'ms\530;:6 E r IGT EERING J. PLRN V4EW C2" TO 3" WASHED ROCK c� ��EERSl w y s>,RG�Q I \ � N SATHRE-BERGQUIST, INC. CITY PROJECT NO. DETAIL SHEETS FAWN HILL H P HOLDINGS, LLC. A a NJ --- DRAWN BY 2_ TCW L „, m m �ti FRs It DRAINAGE WAY RSM H jA J B. id rN �{-j <w N6 + ATT ' r `3c. 3 e.0 r• r I2W 62 wa w n w It, SECTION A -A Lr)° z mw NniF. cow 1 {�a1AZ'J ^m D=3• MIN, 5' MAX DIRECTION OF 1 >- daplItu W=10' MIN, 25' MAX SURFACE FLOW to W(FT.)- 10 X DRAINAGE m AREA (ACJ dN Lu 0. SO D 1� 0do 25 FABRIC - -L'COTEXNLIE �11 MIN. REVERSE GRADIENT III. TRP.P OUTS -T 4d funk W 2 TRAP USED FOR 2.5 ACRES DRAINAGE AREA OR LESS. a Eor DESIGN VOLUME 15 A MINIMUM OF 1800 CUBIC i FEE! PER WERE OF CONTRIBUTING DRAINAGE W AREA. aff or TEMPORARY SEDIMENT TRAP mmm 2.5 ACRES OR S RMSED: 2-10iI PATE C ENGINEERING DEPARTMENT :`30'211 FKE NAME, G: CS 5302A Preformed Joint Filler Between S7dewolk a Sidewalks or Concrete Areas and Concrete Foundation Concrete ores Approx. 1/4• 6" Min 2" Foundation in Sidewalk Steel Wire Mesh or Concrete areas Preformed Joint Filler Between Sidewalks or Concrete A.eas AA and Concrete Foundation 2" Grauntl Linf. Steel Wire Mesh �- Longer it Directetl b the Engineer in the fioiTl Foundation in Shoulder Or Boulevard areas 1. Foundation shall be g" longer and, widper 2. cabinet base to be installed, ar as Nobel in Ions or Special ro sans. Anchor rode nuts and washers s approved b cabinmanufacturer. sh a vsd at Pp Y (Number site and length of anchor Inds shall be as required by the cabinet manUfaCartof 3. directed part of Engineer shall be beveled or chmTlfered 4n a neat manner as directed by the Engmxr in the field 4. Conduit (number and size) Into a threaded nand be as required in Plans or Special Provlsan. imp of conduit shell be Ihreotled and ca ped after installation until si nal cables arc Installeadd Conduit shoo pro ct 2"-3 above concrete and (s,Ml be located Inside t{I cabinel base where tlir ted by the Engineer, but shall not Interfere with any cabinet supporting members. 5. A 5 8" Did. x 15" ground rod shall be Installed In the foundation and project 2 " above concrete. 6. A sidewalk or concrete woo eholl be an the dear side of the cabinet In all cases. 7. Concrete mix 3A32 or equal to be used for foundation one concrete walk, a. Service onclawro shall be orientated away from adjacent street/perking let lightiag- CYCYOF SERVICE CABINET mom FOUNDATION UTE -10 PR¢: 711 NAME:G\01.r PECS\524s ENGINEERING DEPARTMENT j�43 SAMPLE EROSION CONTROL rape 2 IWAY,, oun PLAN FOR MULTIFAMILY LOTS . - LOT 1 - ' ' Sern F l - ToU J -HOOK SLY 12N2 OP11DN 1 MOUNT LLt FENCE plTr rENLY iMf1NEA AT IWq+FR1Y LINE OVER -UN, AT PRCPERT, UNE LOT 3 LOT 2 I ff }mtal<'nrRte, araang.(�01;E)1PEAIMEER EULCH WATER+aw ^URB & GUTTER TWA -LAP SIT FENCE - STREET ENTRANCE STORM SEWER INLET 5EGIMENT CONTROL G,QTROL WY'dC0 OR SIMILAR MEET PROTECTION DETAIL 5302A * Watar ..staff must he contacted before ony/ofl dewatering acifvity, • Perimedim ter seem sediment centrals ane ry of desiccating propertyY and street edges. Note that sediment controlssneed to provide scauxalnent by turning perimeter controls uPsOPe-tnl0 property. ' Perimeter .antral, can movie filter lags, mulch banns and/or .;It fence. " See MI Spac W97 & 2573. . Temporary stoeXpies cannot be placed In drainage cables. surfacewatere. or on Public streets, and must have padmeter control. EROSION CONTROL • T snit -Site has a minimum of A-6 inches of .911. ap SIP • Construction entrance -1 to 2' Gaon crashed mem of a depth of 6 inches. " House Roof Pervmeler-Straw mulch at 2 Metras deep oraund Muse directly below roof the. If n ut wee nes Thin ttts. down is need ever disci alien. 9 e t 9Y P Elopes -Steeper than 0.:1 wBM1 positive grade to the rotas of the alWa need erosion contact blankets and temporary or perme,ent seeding. Sweles-Need blankets over the final 200% • Swdes-Reed check dams if slope is 4:1 or greater. • See MNDot So.. 3885 & 2575. *C19YOF EROSION CONTROL FOR MKIM MULTIFAMILY LOTS (TYP.) REVISED: 2-13 FNGINEERlNG DEPARTMENT PUTE fad, 5302C FILE FUME. G' "NG:.ifvc.A:Ti29zc F Where the flow of cooter, is sheaths, plane sod strips perpendicular to the direction of water flow - SHINGLING SOD OF dA4' �-� Where the flaw of Water IS concentrated. place sad slips parallel to the direction of OVERLAPPING SOD water new. NOTE: Although pegging an Sao is not specifically requires it is understood that the contractor will be responsible for Ute successful establishment of the soul including repair or replacement of sod which becomes displaced or damaged due to lock of Protection or proper core. Wtl SOD CHUM PLACEMENT REVISED: ;-to PUTE NO.: FIX NAIaE:c\ENc\srECSN530a ENGINEERING DEPARTMENT 5303 2--0" 1/2'F6"Lv aned Batts0 With Cut Washers I 0mra a Hex. or - 7-1/2M11 3 i/'4" faE .+..`. V-3 1/'4" o0 I Nominal t"x8"x6 -0' 2°-2" No. 1 MIN. Grade Lumbe c E E Ground m APPROX. N 2.-8" Treated Wood Posts 4'•x4" x 8' 0" No. 2 Grade Lumber, or better MOTE The barricade board face striae.. shall be fully reflectorized in alternate silver -white and red striping, using a reflective sheeting conforming to the requirements of MnOot Spec. 3352.2112o, Standford No. I. Prior to installing the reflective sheeting, the barricade boards shall be given Is Complete coating of White Wood Primer paint conforming to MnDot spec 3513, followed by a second coot of white paint conforming to MEDIA,spec. 3531 applied only to the surfaces not covered with reflective shaeurg. The barricade boards shalt her completely painted and refectorbeed shooting applied before being trstalled an the posts. The barricade shat) be placed 10'-D" from end of bituminous road, barricades to be centered on the roadway, to be facing tmfic Flow. Barricades to be installed in accordance with the Minnesota Manwal an Uniform Traffic Control Devices. CPCYOF TYPICAL BARRICADE. PEYnSE0: 1-10 PLATE NA.: ENGINEERING DEPARTMENT 5244 FILL .NWT:(::77-_7=E\1G244 EROSION CONTROL PLAN FOR INDIVIDUAL LOTS WITH SWALE DRAINAGE LOT 1 \ 2 LOT 3 DRAINAGE SWALE LEGEND RpOF HOUSE PtKIMETER Y PPS, ..« znl ,va O' ----- u..ne rwJ Jr CURB & GUT'i ER STREET ENTRANCE STORM SEWER INLET SEDIMENT CONTROL WIMCO OR SIMILAR INLET PROTECTION DETAIL 5302A a Water resources staff must be contacted before any/oll dewatering activity, Perimeter sedimentcontras are necessary at downsloping property and street edges Nota that sediment con#ole need to provide containment by turning perimeter con Vole upsipe-into property • Perimeter controls cc" Include filter Hogs, mulch berms and/or silt Pence. So. Mxont So... 3897 At 2573. * T-1-1-1 stockpiles Cannot be piacetl in drainage .wales, surface waters• ar en public streets, and must have perimeter contra, EROSION CONTROL * Construction entrance -7 to 2" Clean mashed rock at a depth of 8 Inches, Nouse Roof Perimeter -Straw mulch of 2 inches deep around Mouse directly below thef li t h Tao line. f house nos rainutters downsu O g p is need energy tlsta nee W i Slops -Steeper than 4:1 with positive grade to the winters of the state need erosion control blankets and temporary or permanent seeding. ' See MNDm Spar. 3885 & 2575- ' Swa'cs-FJeeit blankets over the final 200'. " ,lee Bed check doms if slope is 4:1 or greater. my of EROSION CONTROL FOR INDIVIDUAL LOT WITH SWALE DRAINAGE peAsto' 2-13 T^ PLATE NO, I RIE NAME f G: ExG\sacs 550201 ENGINEERING DEPARTMENT _"j 02D P 2"-3" CRUSHED STONE OVERFLOW OVER WASHOUT AREA W' ,til M1O P AN TOCKEEPP LINERTIN ATTACHMENT 2"-3- CLEAN STONE �10 MIL P TC LINING-\ it P� TIC LINING-\ it CONSTRUCTED DER,' WASHOUT AREA lIASHOUT AREA��It Nwbw. OR EXCAVATED PIT SECTION A -A NATES; i) LOCATION OF THE WASHOUT AREA SHALL RE LA THE D MUST B OF THE CONTRACTOR BUT IT MUST IG SHOWN ON THE PLANS AND MUST E LEAIDENTIFIEDTHE MINIMUM USING SIGNAGE. THE WASHOUT AREA SHALL UI AT LEAST THE MINIMUM DISTANCE FROM THE RIGHT OF WAY AS REQUIRED BY LOCAL .0.1R)S C THIS WASHOUT AREA SHALL BE LOCATED IN SUCH A THAT MANNER 50 THAT CONCRETE TRUCKS MAY PASS THROUGH THE WASHOUT AREA PRIOR TO THE STABILIZED RGCK CONSTRUCTION EXIT. 2) HARDENED MATERIAL SHALL BE BROKEN AND CLEANED OUT AS NEEDED TO MAINTAIN A FUNCTIONING WASHOUT AREA VOLUME OR AS 3) THEEO THE ENGINEER. 3) THE WASHOUT AREA MUST BE MEATIER THAN 50 FEET FROM ANY TREES. SELF 4) THE WASHOUT AREA MUST BE SELF CONTAINED AND WATER TIGHT. CITYOF CONCRETE MGM WASHOUT AREA REVISED: -14 1ENGINEERING DEPARTMENT PUTE Fl•, NAME:OS"P.5\53L'1 5 FT. MIN. EENGIH STEEL POST AT 6 FT. MAX. EPNO " ri. AN. LENf1H STEEL FOei AT G FT. NAx. SPACWG PLMON: SIP RFS /SEjjTE%T1LE FABRIC CEOTans iABRK Oto Le TEN5at1 6 wIOE pLASTC LP res �.. 'bOE LOCA1Ea W TOP e'• (5° 1H. IENSREI �-d�awdk BR�,AO5TIRE OCW.PACTION ZONE LOCATED IN TDP6•• 1ppppFto'Ar PINFLOW FLfiif. o3�ACHINE SUCEmn~--- • In MLT FENG��, MACHINE SLICEO( 002FFPP SILLY FENCE, HEAVY OUtt 1 5 ET. MW, LENGTH STEEL POST gEOTEXT1tE FpBRN' AT 6 FE MAX, SPACING -� /-.. _ ...,.. SILT FENCE, PREASSEMBLEO 1 2 RACKFIL Nojfy^' la -120 R 25 FEET GREATER THAN EOR 15 FEET BLT F PER T g•. EwcE neo .ccs swRaE zoo SEE o ECS.Prat t Are & From LOCATION OF SLT FENCE 0 To Protect Area Frwn Slredt Flea FORSEDIMENT CDNTROL 0 maximum CPmuVc Ing Aran: I Aare VARIABLE ARI ESBSLOPE 8 RA SILT FENCE NEAR TOE OF ISOUND OUTSIDE Of CONSTRUCTION LOAD LOCATION OF SLT FENCE FOR PEREMITER CONTROL CnYOF SILT FENCE Y IE EAJA,IP."FFING DEPARTMENT LATE Na.: 5300 FILE NAM :G.,EI,G\SPEC5G53o0 `STREET ENTRANCE STORM SEWER INLET SWIMENT CONTROLME,��•y3•LIMENT CONT OL W1MCO OR SIMILAR INLET PROTECTION DETAIL 5302A Water ressu cis start must be contacted before any/all dewatering actlNiy Perimeter sediment controls are necessary at downslwmg Property and sheet hol edges. Note that eedtment consneed to provide ntainment by tumeg pc,;m,,uY canlmis .,slope -into Property, Perimeter omNs s can include nt., Ings, -Ion harms and/.r sill fence. • See MNDot Spec. 3897 & 2573. Temporory stockpnes cannot be placed In dramasd swdes, surface waters, IT on public streets, and must have perimeter control. EROSION CONTRQL To soil -Site has v minimum f 4- in M1 ii m u o 6 c es of to sol. P p ' Construction entrance -i l0 2" clean crushed r k rock ata depthth of inches . HousRoot Perimeer-Straw mulch at 2 inchedeep arund hopes es directIY thelm, TO line. If haute has rain gutters, a grade t the energy tlithe pian- ' Slopes -Steeper Man 4:1 and positive grade to the eters of the state need erosion control blankets and temporary permanent seeding. ' Swale. -Need blankets over the fine l 200''.. Swales-Need check dams if slope is 4:1 or greater. See MNDot Spec. 3565 & 2575. �pC�IYI�I�Ot�FT EROSION CONTROL PLAN FOR UIIM�•JI�i1MULTIFAMILY LOTS WITH SWALE DRAINAGE NEYCED; 2-13 ENGINEERING DEPARTMENT 5302E RL nAME G: \ErN\SPECS\5b2E USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'. EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOIR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. c� ��EERSl w y s>,RG�Q I \ � N SATHRE-BERGQUIST, INC. CITY PROJECT NO. DETAIL SHEETS FAWN HILL H P HOLDINGS, LLC. FILE NO. 37865-001-200 a NJ --- DRAWN BY 2_ TCW 1 � 11 „, m m �ti FRs - _ ' 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 � `O \'`, PSP RSM H ROBERT S. MOLSTAD, P.E. Z�L-(-LS Date: � 7 Lic. No. B. rN �{-j <w N6 ATT ' r `3c. e.0 r• r `STREET ENTRANCE STORM SEWER INLET SWIMENT CONTROLME,��•y3•LIMENT CONT OL W1MCO OR SIMILAR INLET PROTECTION DETAIL 5302A Water ressu cis start must be contacted before any/all dewatering actlNiy Perimeter sediment controls are necessary at downslwmg Property and sheet hol edges. Note that eedtment consneed to provide ntainment by tumeg pc,;m,,uY canlmis .,slope -into Property, Perimeter omNs s can include nt., Ings, -Ion harms and/.r sill fence. • See MNDot Spec. 3897 & 2573. Temporory stockpnes cannot be placed In dramasd swdes, surface waters, IT on public streets, and must have perimeter control. EROSION CONTRQL To soil -Site has v minimum f 4- in M1 ii m u o 6 c es of to sol. P p ' Construction entrance -i l0 2" clean crushed r k rock ata depthth of inches . HousRoot Perimeer-Straw mulch at 2 inchedeep arund hopes es directIY thelm, TO line. If haute has rain gutters, a grade t the energy tlithe pian- ' Slopes -Steeper Man 4:1 and positive grade to the eters of the state need erosion control blankets and temporary permanent seeding. ' Swale. -Need blankets over the fine l 200''.. Swales-Need check dams if slope is 4:1 or greater. See MNDot Spec. 3565 & 2575. �pC�IYI�I�Ot�FT EROSION CONTROL PLAN FOR UIIM�•JI�i1MULTIFAMILY LOTS WITH SWALE DRAINAGE NEYCED; 2-13 ENGINEERING DEPARTMENT 5302E RL nAME G: \ErN\SPECS\5b2E DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'. EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOIR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. c� ��EERSl w y s>,RG�Q I \ � N SATHRE-BERGQUIST, INC. CITY PROJECT NO. DETAIL SHEETS FAWN HILL H P HOLDINGS, LLC. FILE NO. 37865-001-200 a NJ --- DRAWN BY 2_ TCW 1 � 11 „, m m �ti FRs - _ ' 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 � `O \'`, PSP RSM DATE ROBERT S. MOLSTAD, P.E. Z�L-(-LS Date: � 7 Lic. No. B. rN �{-j <w N6 ATT `3c. e.0 62 wa w n w :n¢ Lr)° z mw cow 1 {�a1AZ'J ^m 3, 1 >- daplItu 02 to m dN Lu 0. SO 0do 25 \ - 4d O O O a Eor O O O or 0 0 +G N • -,a O O G 4( INK N tj<u Illlll�� pla y�N � , IBJ, n - a �o w AL i§wAL <x Rg I� ]4f r a< SZ, 04' 0. o - daniJ MY OF TEMPORARY CUTLET (ROCK WEEPER) Tev set: t-10 ENGINEERING DEPARTMENT PATE No: 53D5 FILL NAME: G:\ENO\5FE4S\bY15 DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'. EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOIR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. �� S' yj% ��EERSl w y s>,RG�Q I \ � N SATHRE-BERGQUIST, INC. CITY PROJECT NO. DETAIL SHEETS FAWN HILL H P HOLDINGS, LLC. FILE NO. 37865-001-200 TCW --- DRAWN BY CHANHASSEN MINNESOTA TCW 1 � 11 CHECKED BY „, m m �ti FRs - _ ' 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 � `O \'`, PSP RSM DATE ROBERT S. MOLSTAD, P.E. Z�L-(-LS Date: � 7 Lic. No. 06/14/17 &6p � � � • I;� �s r Y== ex• qq $ Sim€ " 1 &.°.IR $ • —� CORA RQAT� a it $ •€S£ g F a% _iee'ki >tF 3�a a £° .a _ = " ' :,i q $` E£ I 's R a '' -_ g P Phils#.6 isI{ €je gR3te3x3333pjvg ° 3_tytlll FIT RISEN DIED „E"� v 3 #g_q �yg I 'g '� N-sy3y a 111 RI i Y � •€�! g wARA Ad6AfE� 1 [#ag6xSt gEE6g"}a't4[r75}¢c e[;$v$talldtl. ii. 3A65 ? F e7 k` i� p R�gr a 3p ij1 Q9 a $ IFtEl4ff' i 9 x x dt m P. ¢ :- ; $tai "sl, € 4a o p €ni En- i!( gp( ?iyyty€£_�£yyxys �u rm F RE4 p DIRYMA, F.50PK M. $�a �1 § g$$yet i % � eYifts£ g n� I•R P B` S Y R+ N Sm l�e -•aA - g #!p a E / ;meag stgillg/jpgg3= � g g q°s F�; i'; t t t t Cetis a m a k € 9PPP 8 i s § .'• -- P eo'tYtg41Ba 5g$i ifl! gx £y;€' 4 .2NiC a F ss ? 1e f 4s tyt 3YR as. R@@ i RS.,t_ a sA "aa as rs • $ ® ®i #g8a % pa 7 �m 5 , n -.. Axwm cJRE VARKNE MM I$a I€ `• $ $3fitA ! $g ; a.y s € a • g °e t ..: 7„ ;, k. t ..6r?k�a 3 E. �t ii � ei$a8E' id: t 4 It$ €I i i aE & ` r Rts as i x is s%'s€ ,4 , € € � � $ _Jj �;" II al I $i '# 19, --El s !. R a x ii d Q , tilt I II t r 4$ €I�P 110 I § € a � $ � � I a 33 e + F P a i s" €< � R � £ R / tip$�a3 iq'I Di a it 1yyq a¢" I t� I R $ z ;a3t EE yyAi Na 4TA •.? X4 iii I8 ei4 S tY _irlx p a`:' g C q $ 8Y .tlP fH t'. P S F`L '�. a N4 'Y g € I3C �$ i i 9 8tI t, a z =T d P3 a €a % s':£ a= k %5q�p t e +w`3 £g s SI g 9r£ � $e$ t � sal aj £€ B:aa 8 / M c Sx d : b 4.. +y �a ';4E i I "' £6 t R 5s' A - [• v. - r 8' a5 - /_ 't ✓€...r s • t;, - S : F e ¢aS� a' a g ie l A Z AF 1 3 j ¢¢ R m n 5! :7 €` 8 d $ ggg$ R ��`gC'�£� Yb «�3 .yRa33g�}3+ k� zr t i§II ' �tl : ea., fi &� s91 t kR X '" ies' •' 4 xNDILW } dWrtux rElNir *a i 9 8 fi ke ;i E gJ' Kl:, E9%?Jk # I ;" tb£ 6 :. �sea€a s E} w K. aA A E S F 5 K s - $ 5 " t % € i� NOTFc. _ � '�{ ....•�„�: i- �� - �' °a v yE t t � a� I� % T) CONTACT MANUFACTURER OR DISTRIBUTORFOR EXACT INSTALLATION TEC HNIOUE A14D DEPTH REOUIREMENTS. FR +, _ � g 1"t` c Bg s 2) STREAMS MAY REQUIRE ADDITIONAL OR ALTERNATE BMP. CHECK WITH �t C [ Y t -' $ •y tEIA x s5 9 MANUFACTURER FOR STREAM USE LIMITATIONS. Im $ j6 3) REMOVE SILT DEPOSITS FROM LAND SIDI' OF CURTAIN RPAOVE l ? a s $ a h` r 9 °' $ R e 4 N xy6yH ]$Asj Br §$.@ a. ey'a .£vl- 3 ,, I tA-y u ^a R.3;: CURTAIN AND ALL SOILS DEPOSITS UPON COMPLETION OF MNN7ENANCE iia pp 6 ACTIVITIES. < F I m s k t # 1 - . onI�i' `R asr li8 m y ::- <m A ;a€ P - r_ �ROi e$ N Ea ,j 9. 1 °j ;R�v§gg y�>, a affOF FLOATATION m j 34 P 4 ,`!i! n> x SILT CURTAIN w q L, F rA T°R i� a Rc 1 -ID _RING ALATE ND.: 530 w E ' M • _ N F k .:f $ 3„ a I sAe Fnf7DI AMeG�fNc\s'fes\sxs ENGINEERING DEPARTMENT 6 -__-- j_• - €, �aB " .. `/ att s a It$� % -€ t x$ a I r, ia ('IIIA s�.rE Sf6 cfif 1IaS%��B^g��gm�6 x o0 oa®oea o 00 0o ma aoMoo oe a IeaN�G e e pais R A Ell £g* 111g 1 1 's S Ted%$ K;'€ "jiR 0 ,�� -'=� �&lips "v I asaa �R 9 Bj ag6l3�� x'S1 $i�l§g� jss�aRB B� S�aa. $ki$k 9a axe g R x Ii s R H'9 C$ j. A4 A M t £ I B.E R5 t i"PAIR�^6R 9`x6@ a!I �Sa� v� - Sd%t R. g � i P I € e 89 $ x s 4 R k E P• y-� 1 I. a M � 99 }BQgp � a � $tea aag irt3 % Ai 4,.,�§e 4� j F g % [it °9It Ina wsON TCALITnnap rn1-10 Da"EPAPiM1KNirrTE . 0IR,nRE"IRD .siaSOR(PIAN)IEEVAM) ... m $b s' VSs w $ PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY r RESIDENTIAL SUBDIVISION n DEVELOPER- NAME m m rn o �A, CONTACT- NAME n Z. m 2� O r in �4 b qpr�.q $N i W � g CRY St;ESTA DETAIL 5401-C zz-1pC WARlMon .,,�..,...±.,m..e..,...,. CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160 f/ — 9 IND AN, e qgire iaa s•-£• sEl• y`[[ii ;+�a 3 � 4 is as al£ Si j R4A§E SESI� ESB£is i ,�� jK romomowo o»w:o®awo �a Al®rs easo®®o s os�mo a Al o ��. R t i at S a ° 4 € aiE4 � 4[l•najt sg� a i;' eagsls(j aN s ® € ti a)t a t€eI teI x , � d sx a0 a g xa �. aid t i =a 5 4ial�� ) a€i? €€n ^P is d! ? fi i a ks�$a 3 Ia; ` iza I £ aA{ $tjx aaa t€€I,)�€yeRa D€ BI @gg I gg t t£tx t tttaa e Sa 69(i s )`"a a j; { IR s 3 9 9p�5FaltelI li lilt,'gts tM i! Y is Ii IRO € ia) j f ; S I £ Ap• i S £.X p a iAx lj T s II� 7i a at a 31 0 1° STANDARD 0 O UFT STATIM AND VALVE e FtKAFW,NC v... �MirI I.IFf STATION AND VALVE _ ¢n¢ ENf.INEEIiME — tam �fE1EYAi1Q1)Alt w'¢: aw-x mean; mPAftttaxi �v,.D+rmvr (PLAN) I 5402 B I 2-B DEPARIMnR ew�orcew.n 1 t 1 l I a t a (i tai( 5 gnm_;. �i UFT STATION Pi+re. Ixws¢p: IRG�Smlxp STANDARD DETAILS y4Dt z -In cEvaPlNeur wTa.waxb.m IV _ —4 3B• Y I ,av, aH ;.u.''- Z p,V�AaE wmnto aA+AtNMiw m, irxe wNe m. met a'ie o/ w:re(iml I� P.qM waY a` Not fo BOP, �^ v kgWARO WMP tl1E 2} ^ -.--. a.48�`� mEmma!n oaxM R. sax I. araU 11.10 1 4ot [O 5[ek /� 10' Mm Iw, \+M1ae alv arcbl aaelaJem 29 Ml MMM CAST IRON --3.90" n A nam m „wtb sa, et 7— w;Rwj aanmw a .e 1'e "°• ase.;u aww. naNr avaw N COPPERHEAD xo'°" °t'" r lar m• <ars «u, mwt Nme® -COPPERHEAD WAX PACK 346' CAST IRON HEAD - (FF''''��'''--- HEAD BOLT FOR — WAX PACK F' TIPPED TO TUBE so' y / w TAPED TO TUBE (f/ \ a ALL PLASTIC I TIGHTENING 1 1 "" ONTO BOX CAST w®� IRON LID vrawmam (TITS)--- N,twmom O 4b[er Serviee-PlanviPENTAGON ew HEAD BOLT FOR 14 NVtON - L_ _ rva ✓'�—Sr"°%'"n' Np. TIGHTENING _/ - r ' 2-&t•OD. HEAD BOLT FOR " - WASHERS ON ONTO BOX — C�AS� LID TIGHTENING uwu-n„e Ixeaa ma amxenw (TIP) NYLON i ONTO BoxCAST COPPERHEAD INSTALL WAX PACK ARABS TERMINAL IRON LID WAX PACK AROUND COPPERHEAD AND MOUNTING ::. •- . INSULATION w1w wwc, SiYPJ PLASTIC __/ PLASTIC WASHER, TRACER WIRE TAPED TO TUBE COMPONEMS rmx wa �s bar WASHERS NUT, AND WASHER ma a,lw-In magaeo-um WITH SLEEVE ADDFO _ �'D waw°""twaaesrwm eN:(+aj Or4"°e \ �a,ae awe a-g,wn. _..,N 2.62" 0.0, TRACER BOX LID °ae' `"• °w•^' "'•rierc ra + INSTALL WAX PACK BRASS TERMINAL TO INSULATE BRASS AROUND COPPERHEAD AND MOUNDING COMPONENTS EROM PLASTIC -�-2.62" O.D.+- TRACER WIRE -� COMPONENTS CAST IRON AND MOUNTING a Aw caw I Axm¢ yaun4 nems bm COM MOUNTING ew.e m nya,w,t nmy.� r INSTALL WAX PACK COMPONENTS aAawa+wwa� (im) res px xprF MrEF1axW TRACER 8,�(X LID AROUND COPPERHEAD i TRACER WIRE euw n TRACER BOX LID M,tlrert (Irv) w¢ramv mem :wx ,., =p we. --- APWA UNIFORM COLOR CODE - I� re.rew �i x APWAUN11(IRMCOLORCODE - 111111111 RE) -ELECTRIC 12 PWL nipper [fatlrteal-blw (EYP) NO m ;y` p�q�4 y a APYYA llNffpRt4 COLOR 'ODE YFLLOIV -GFS uaiy am w amx w YmmWlbV 1 _ u C) RED ELECTRIC -L— mpx.:N a. NI rvw wao J wxfc xm.E "JuIL as .., U, rxt ORANGE COME WATER uNa w rm w rMw ew+ P. m YELLOW - GAS RED VV i GAIL wm. cenr eel wu } n.'...m May ,:wl M w r sae w Mmxwr LEra ixeu O ORANGE - COMMUNICATION is VELLUW -GAS BLUE -POTABLE WATER Mares:'. om sera aemmsawmurwW n1'.'—,oa + ^vawaexx xnaaa ,aa sP rs vert paTaL w+. GREEN - SEWER Mian A xwn pP, r,r cwtY ,coma .x Hung. . r. n,vn 1a -AW coram tVp srtFu-Mn rncmwr w`�',4°15f&. YSF_ 0 BLUE -POTABLE WATER ORANGE - COMMUNICATION w,e nw1 b m arced m rx, mttom sae t u. ue vawy (.,e p:xaac Ep o xAmE cuawr xm M BLUE- PDTABtE WATE0. FURM.E -RECLAIMED WATER al rbe Pb,'= the sp `k" me x ro 1` T u mr w:e dxa «ma eta, w. away �aNA fAW1aWFS � GREEN - SEWER 'It t b rase e w the Pba wa d+na ,e w;.e-:a: mapaavn prw:w:�.p mase (rvP; n , na a o -a,: „amu...g +:x o u +uuEx .n, re eE ,a-A:m wpm xwgwr aas PURPLE - RECLAIMED WATER I� GREEN -SRINER pl¢atEl s'MrnreM1. aex a .. en. moriart, In. nw-st¢t 1. nR. w[ �F tE.n+na PUPPIE - RECtAR4EO WATER t^,° nem TR, s m az neo ie waxa arx rxlw-u uAwxsraM maEms ra z. me aal,x.nF.,sa mxeL w masa .Rx ane ' nc ,... a wW x11A ro nL a TME vx,raP rm «awaMp am uaxurE wase. NOTES: NOTES; NOTES: qWx wxvapnoro cappenma s+m:mltn z -x ::m naw.:.ra, .a am.nw .a axe. xYxxwvup use wx s' unxwu,x Juuns IAtlflr;g Cenne<laA ro apPrav t e WaL u uft:ftmnb b 0e mane Nlba1 . .4. I W.M..., rI RM:51Mf.Y INSTALLATION SHALL FOLLOW MANUFACTURES INSTRUCTIONS, INSTALLATION SHALL FOLLOW MANUFACTURES iNSTRUCTtONS. INSTALLATION SHALL FOLLOW MANUFACTURES INSTRUCTIONS, °^'o -^n •:a.' ..Is .Is I' u vuua. x,e enm. mw. on :nano con u:a www Water Service -Section V'ew nx mwluxrxws xvsr Mc xxa. wn1 me CAPS SHALL BE COLOR CODED TO BE SPECIFC TO UTILPY BEING TRACED. ('APS SHALL BE COLOR CODED TO BE SPECIFIC TO UTILITY BEING TRACED. CAPS SHALL BE CCE COOED TO BE SPECIFC TO UTILITY BEING TRACED. r a 5. ,mWm cIzl.aa s'ammua La.w.x Nat m seal, ..amo� IL cavreprasp xvr,xcnlrc TRACE b:RE PLA�WATER) lix,nww.wrew'aa4 ,+eat �xwa =wr,.'.,,oPr pM .wacxEp Eax� CliffQF TYPICAL p TYPICAL (M TYPICAL ggap AIiJ LINE TRACER WIF,F paa� WATER SERVICE C�TQF HYDRANT TRACER MAGNETIZED TRACER BOX Oi%QF MAGNETIZED TRACER BOX �Ii OF MAGNETIZED TRACER BOX OMAHM 1 IF �ljyr WIRE DETAIL CONCRETE/DRNEWAY BOX CD14 TP LITE DUTY BOX LD14 AD] ROADWAY BOX R614 TP DETAIL TRACER WIRE DETAIL 5:: l 41hTE tA; Plg; RiDSED:1-1? AIAiE ND.: REVISED 1-1] PLATE ND.: ENGINEERING DEPARTMENT 5500 es'I xw `uD.: r.n:e.:r,.: REs5EG: +-n _ _ _ ENGWEERIktG DEPARTMENT ENGNEERING DEPARTMENT S,rjQS „• ,• . .•R,arsswt r -,-s. ENGINEERING DEPARTMENT 5501 ENGINEERING DEPARTMENT 5502 tNGINEERING DEPARTMENT �'�U.'' FACE NAME:G Nc sPEcs ssne •'504 TILE Nmt':c ewe sPEcs Ssas me y "FCxSaECBI5W3 FLE NnME:CIFHi EPE('5+SSRS DESIGNER 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. TCW INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT c2��SRs SDETAIL SHEETS 37865-001-200 DRAWN BY SATHRE-BERGOUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE N SATH RE—B E RGQ U I ST INC. TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. m CHECKED BY INDEMNIFY SATHRE-BERGOUIST, INC. OF ALL RESPONSIBILITY. CHANHASSENt FAWN HILL /11 RSM SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE J , S yj/�� m w t y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 MINNESOTAUSER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTINGN�H P HOLDINGS LLC.DATE FROM ILLEGITMATE USE. ROBERTS. MOLSTAD, P.E. cti�' 06/14/17 — Date: 2� j/Le /7 Lic. No. Z PLl L8 FRs p�P R t PR T OJEC NAME PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER- NAME PHONE NUMBER CONTACT- NAME n m C O r in �4 A m i W MAINTENANCE OR DELIVERIES ALLOWED ON SITE OUTSIDE OF THESE HOURS. CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. (QF a s amm LIFT STATIM AND VALVE_ 511 DETAIL 5442_G 2-10 tNmxesPx.� Ixenm rvT a em"'e" 1 t 1 l I a t a (i tai( 5 gnm_;. �i UFT STATION Pi+re. Ixws¢p: IRG�Smlxp STANDARD DETAILS y4Dt z -In cEvaPlNeur wTa.waxb.m IV _ —4 3B• Y I ,av, aH ;.u.''- Z p,V�AaE wmnto aA+AtNMiw m, irxe wNe m. met a'ie o/ w:re(iml I� P.qM waY a` Not fo BOP, �^ v kgWARO WMP tl1E 2} ^ -.--. a.48�`� mEmma!n oaxM R. sax I. araU 11.10 1 4ot [O 5[ek /� 10' Mm Iw, \+M1ae alv arcbl aaelaJem 29 Ml MMM CAST IRON --3.90" n A nam m „wtb sa, et 7— w;Rwj aanmw a .e 1'e "°• ase.;u aww. naNr avaw N COPPERHEAD xo'°" °t'" r lar m• <ars «u, mwt Nme® -COPPERHEAD WAX PACK 346' CAST IRON HEAD - (FF''''��'''--- HEAD BOLT FOR — WAX PACK F' TIPPED TO TUBE so' y / w TAPED TO TUBE (f/ \ a ALL PLASTIC I TIGHTENING 1 1 "" ONTO BOX CAST w®� IRON LID vrawmam (TITS)--- N,twmom O 4b[er Serviee-PlanviPENTAGON ew HEAD BOLT FOR 14 NVtON - L_ _ rva ✓'�—Sr"°%'"n' Np. TIGHTENING _/ - r ' 2-&t•OD. HEAD BOLT FOR " - WASHERS ON ONTO BOX — C�AS� LID TIGHTENING uwu-n„e Ixeaa ma amxenw (TIP) NYLON i ONTO BoxCAST COPPERHEAD INSTALL WAX PACK ARABS TERMINAL IRON LID WAX PACK AROUND COPPERHEAD AND MOUNTING ::. •- . INSULATION w1w wwc, SiYPJ PLASTIC __/ PLASTIC WASHER, TRACER WIRE TAPED TO TUBE COMPONEMS rmx wa �s bar WASHERS NUT, AND WASHER ma a,lw-In magaeo-um WITH SLEEVE ADDFO _ �'D waw°""twaaesrwm eN:(+aj Or4"°e \ �a,ae awe a-g,wn. _..,N 2.62" 0.0, TRACER BOX LID °ae' `"• °w•^' "'•rierc ra + INSTALL WAX PACK BRASS TERMINAL TO INSULATE BRASS AROUND COPPERHEAD AND MOUNDING COMPONENTS EROM PLASTIC -�-2.62" O.D.+- TRACER WIRE -� COMPONENTS CAST IRON AND MOUNTING a Aw caw I Axm¢ yaun4 nems bm COM MOUNTING ew.e m nya,w,t nmy.� r INSTALL WAX PACK COMPONENTS aAawa+wwa� (im) res px xprF MrEF1axW TRACER 8,�(X LID AROUND COPPERHEAD i TRACER WIRE euw n TRACER BOX LID M,tlrert (Irv) w¢ramv mem :wx ,., =p we. --- APWA UNIFORM COLOR CODE - I� re.rew �i x APWAUN11(IRMCOLORCODE - 111111111 RE) -ELECTRIC 12 PWL nipper [fatlrteal-blw (EYP) NO m ;y` p�q�4 y a APYYA llNffpRt4 COLOR 'ODE YFLLOIV -GFS uaiy am w amx w YmmWlbV 1 _ u C) RED ELECTRIC -L— mpx.:N a. NI rvw wao J wxfc xm.E "JuIL as .., U, rxt ORANGE COME WATER uNa w rm w rMw ew+ P. m YELLOW - GAS RED VV i GAIL wm. cenr eel wu } n.'...m May ,:wl M w r sae w Mmxwr LEra ixeu O ORANGE - COMMUNICATION is VELLUW -GAS BLUE -POTABLE WATER Mares:'. om sera aemmsawmurwW n1'.'—,oa + ^vawaexx xnaaa ,aa sP rs vert paTaL w+. GREEN - SEWER Mian A xwn pP, r,r cwtY ,coma .x Hung. . r. n,vn 1a -AW coram tVp srtFu-Mn rncmwr w`�',4°15f&. YSF_ 0 BLUE -POTABLE WATER ORANGE - COMMUNICATION w,e nw1 b m arced m rx, mttom sae t u. ue vawy (.,e p:xaac Ep o xAmE cuawr xm M BLUE- PDTABtE WATE0. FURM.E -RECLAIMED WATER al rbe Pb,'= the sp `k" me x ro 1` T u mr w:e dxa «ma eta, w. away �aNA fAW1aWFS � GREEN - SEWER 'It t b rase e w the Pba wa d+na ,e w;.e-:a: mapaavn prw:w:�.p mase (rvP; n , na a o -a,: „amu...g +:x o u +uuEx .n, re eE ,a-A:m wpm xwgwr aas PURPLE - RECLAIMED WATER I� GREEN -SRINER pl¢atEl s'MrnreM1. aex a .. en. moriart, In. nw-st¢t 1. nR. w[ �F tE.n+na PUPPIE - RECtAR4EO WATER t^,° nem TR, s m az neo ie waxa arx rxlw-u uAwxsraM maEms ra z. me aal,x.nF.,sa mxeL w masa .Rx ane ' nc ,... a wW x11A ro nL a TME vx,raP rm «awaMp am uaxurE wase. NOTES: NOTES; NOTES: qWx wxvapnoro cappenma s+m:mltn z -x ::m naw.:.ra, .a am.nw .a axe. xYxxwvup use wx s' unxwu,x Juuns IAtlflr;g Cenne<laA ro apPrav t e WaL u uft:ftmnb b 0e mane Nlba1 . .4. I W.M..., rI RM:51Mf.Y INSTALLATION SHALL FOLLOW MANUFACTURES INSTRUCTIONS, INSTALLATION SHALL FOLLOW MANUFACTURES iNSTRUCTtONS. INSTALLATION SHALL FOLLOW MANUFACTURES INSTRUCTIONS, °^'o -^n •:a.' ..Is .Is I' u vuua. x,e enm. mw. on :nano con u:a www Water Service -Section V'ew nx mwluxrxws xvsr Mc xxa. wn1 me CAPS SHALL BE COLOR CODED TO BE SPECIFC TO UTILPY BEING TRACED. ('APS SHALL BE COLOR CODED TO BE SPECIFIC TO UTILITY BEING TRACED. CAPS SHALL BE CCE COOED TO BE SPECIFC TO UTILITY BEING TRACED. r a 5. ,mWm cIzl.aa s'ammua La.w.x Nat m seal, ..amo� IL cavreprasp xvr,xcnlrc TRACE b:RE PLA�WATER) lix,nww.wrew'aa4 ,+eat �xwa =wr,.'.,,oPr pM .wacxEp Eax� CliffQF TYPICAL p TYPICAL (M TYPICAL ggap AIiJ LINE TRACER WIF,F paa� WATER SERVICE C�TQF HYDRANT TRACER MAGNETIZED TRACER BOX Oi%QF MAGNETIZED TRACER BOX �Ii OF MAGNETIZED TRACER BOX OMAHM 1 IF �ljyr WIRE DETAIL CONCRETE/DRNEWAY BOX CD14 TP LITE DUTY BOX LD14 AD] ROADWAY BOX R614 TP DETAIL TRACER WIRE DETAIL 5:: l 41hTE tA; Plg; RiDSED:1-1? AIAiE ND.: REVISED 1-1] PLATE ND.: ENGINEERING DEPARTMENT 5500 es'I xw `uD.: r.n:e.:r,.: REs5EG: +-n _ _ _ ENGWEERIktG DEPARTMENT ENGNEERING DEPARTMENT S,rjQS „• ,• . .•R,arsswt r -,-s. ENGINEERING DEPARTMENT 5501 ENGINEERING DEPARTMENT 5502 tNGINEERING DEPARTMENT �'�U.'' FACE NAME:G Nc sPEcs ssne •'504 TILE Nmt':c ewe sPEcs Ssas me y "FCxSaECBI5W3 FLE NnME:CIFHi EPE('5+SSRS DESIGNER 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. TCW INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT c2��SRs SDETAIL SHEETS 37865-001-200 DRAWN BY SATHRE-BERGOUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE N SATH RE—B E RGQ U I ST INC. TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. m CHECKED BY INDEMNIFY SATHRE-BERGOUIST, INC. OF ALL RESPONSIBILITY. CHANHASSENt FAWN HILL /11 RSM SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE J , S yj/�� m w t y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 MINNESOTAUSER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTINGN�H P HOLDINGS LLC.DATE FROM ILLEGITMATE USE. ROBERTS. MOLSTAD, P.E. cti�' 06/14/17 — Date: 2� j/Le /7 Lic. No. Z PLl L8 FRs p�P R PR T OJEC NAME PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER- NAME PHONE NUMBER CONTACT- NAME PHONE NUMBER PERMITTED CONSTRUCTION HOURS-MON.-FRI. 7AM-6PM SATURDAY 9AM-5PM ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY, MAINTENANCE OR DELIVERIES ALLOWED ON SITE OUTSIDE OF THESE HOURS. CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. (QF DEVELOPMENT amm NFO SIGN RLJiSEGi to ENGINEERING DEPARTMENTPUTE NO.: -� FILE NAME:G G SPECS 5313 1 t 1 l I a t a (i tai( 5 gnm_;. �i UFT STATION Pi+re. Ixws¢p: IRG�Smlxp STANDARD DETAILS y4Dt z -In cEvaPlNeur wTa.waxb.m IV _ —4 3B• Y I ,av, aH ;.u.''- Z p,V�AaE wmnto aA+AtNMiw m, irxe wNe m. met a'ie o/ w:re(iml I� P.qM waY a` Not fo BOP, �^ v kgWARO WMP tl1E 2} ^ -.--. a.48�`� mEmma!n oaxM R. sax I. araU 11.10 1 4ot [O 5[ek /� 10' Mm Iw, \+M1ae alv arcbl aaelaJem 29 Ml MMM CAST IRON --3.90" n A nam m „wtb sa, et 7— w;Rwj aanmw a .e 1'e "°• ase.;u aww. naNr avaw N COPPERHEAD xo'°" °t'" r lar m• <ars «u, mwt Nme® -COPPERHEAD WAX PACK 346' CAST IRON HEAD - (FF''''��'''--- HEAD BOLT FOR — WAX PACK F' TIPPED TO TUBE so' y / w TAPED TO TUBE (f/ \ a ALL PLASTIC I TIGHTENING 1 1 "" ONTO BOX CAST w®� IRON LID vrawmam (TITS)--- N,twmom O 4b[er Serviee-PlanviPENTAGON ew HEAD BOLT FOR 14 NVtON - L_ _ rva ✓'�—Sr"°%'"n' Np. TIGHTENING _/ - r ' 2-&t•OD. HEAD BOLT FOR " - WASHERS ON ONTO BOX — C�AS� LID TIGHTENING uwu-n„e Ixeaa ma amxenw (TIP) NYLON i ONTO BoxCAST COPPERHEAD INSTALL WAX PACK ARABS TERMINAL IRON LID WAX PACK AROUND COPPERHEAD AND MOUNTING ::. •- . INSULATION w1w wwc, SiYPJ PLASTIC __/ PLASTIC WASHER, TRACER WIRE TAPED TO TUBE COMPONEMS rmx wa �s bar WASHERS NUT, AND WASHER ma a,lw-In magaeo-um WITH SLEEVE ADDFO _ �'D waw°""twaaesrwm eN:(+aj Or4"°e \ �a,ae awe a-g,wn. _..,N 2.62" 0.0, TRACER BOX LID °ae' `"• °w•^' "'•rierc ra + INSTALL WAX PACK BRASS TERMINAL TO INSULATE BRASS AROUND COPPERHEAD AND MOUNDING COMPONENTS EROM PLASTIC -�-2.62" O.D.+- TRACER WIRE -� COMPONENTS CAST IRON AND MOUNTING a Aw caw I Axm¢ yaun4 nems bm COM MOUNTING ew.e m nya,w,t nmy.� r INSTALL WAX PACK COMPONENTS aAawa+wwa� (im) res px xprF MrEF1axW TRACER 8,�(X LID AROUND COPPERHEAD i TRACER WIRE euw n TRACER BOX LID M,tlrert (Irv) w¢ramv mem :wx ,., =p we. --- APWA UNIFORM COLOR CODE - I� re.rew �i x APWAUN11(IRMCOLORCODE - 111111111 RE) -ELECTRIC 12 PWL nipper [fatlrteal-blw (EYP) NO m ;y` p�q�4 y a APYYA llNffpRt4 COLOR 'ODE YFLLOIV -GFS uaiy am w amx w YmmWlbV 1 _ u C) RED ELECTRIC -L— mpx.:N a. NI rvw wao J wxfc xm.E "JuIL as .., U, rxt ORANGE COME WATER uNa w rm w rMw ew+ P. m YELLOW - GAS RED VV i GAIL wm. cenr eel wu } n.'...m May ,:wl M w r sae w Mmxwr LEra ixeu O ORANGE - COMMUNICATION is VELLUW -GAS BLUE -POTABLE WATER Mares:'. om sera aemmsawmurwW n1'.'—,oa + ^vawaexx xnaaa ,aa sP rs vert paTaL w+. GREEN - SEWER Mian A xwn pP, r,r cwtY ,coma .x Hung. . r. n,vn 1a -AW coram tVp srtFu-Mn rncmwr w`�',4°15f&. YSF_ 0 BLUE -POTABLE WATER ORANGE - COMMUNICATION w,e nw1 b m arced m rx, mttom sae t u. ue vawy (.,e p:xaac Ep o xAmE cuawr xm M BLUE- PDTABtE WATE0. FURM.E -RECLAIMED WATER al rbe Pb,'= the sp `k" me x ro 1` T u mr w:e dxa «ma eta, w. away �aNA fAW1aWFS � GREEN - SEWER 'It t b rase e w the Pba wa d+na ,e w;.e-:a: mapaavn prw:w:�.p mase (rvP; n , na a o -a,: „amu...g +:x o u +uuEx .n, re eE ,a-A:m wpm xwgwr aas PURPLE - RECLAIMED WATER I� GREEN -SRINER pl¢atEl s'MrnreM1. aex a .. en. moriart, In. nw-st¢t 1. nR. w[ �F tE.n+na PUPPIE - RECtAR4EO WATER t^,° nem TR, s m az neo ie waxa arx rxlw-u uAwxsraM maEms ra z. me aal,x.nF.,sa mxeL w masa .Rx ane ' nc ,... a wW x11A ro nL a TME vx,raP rm «awaMp am uaxurE wase. NOTES: NOTES; NOTES: qWx wxvapnoro cappenma s+m:mltn z -x ::m naw.:.ra, .a am.nw .a axe. xYxxwvup use wx s' unxwu,x Juuns IAtlflr;g Cenne<laA ro apPrav t e WaL u uft:ftmnb b 0e mane Nlba1 . .4. I W.M..., rI RM:51Mf.Y INSTALLATION SHALL FOLLOW MANUFACTURES INSTRUCTIONS, INSTALLATION SHALL FOLLOW MANUFACTURES iNSTRUCTtONS. INSTALLATION SHALL FOLLOW MANUFACTURES INSTRUCTIONS, °^'o -^n •:a.' ..Is .Is I' u vuua. x,e enm. mw. on :nano con u:a www Water Service -Section V'ew nx mwluxrxws xvsr Mc xxa. wn1 me CAPS SHALL BE COLOR CODED TO BE SPECIFC TO UTILPY BEING TRACED. ('APS SHALL BE COLOR CODED TO BE SPECIFIC TO UTILITY BEING TRACED. CAPS SHALL BE CCE COOED TO BE SPECIFC TO UTILITY BEING TRACED. r a 5. ,mWm cIzl.aa s'ammua La.w.x Nat m seal, ..amo� IL cavreprasp xvr,xcnlrc TRACE b:RE PLA�WATER) lix,nww.wrew'aa4 ,+eat �xwa =wr,.'.,,oPr pM .wacxEp Eax� CliffQF TYPICAL p TYPICAL (M TYPICAL ggap AIiJ LINE TRACER WIF,F paa� WATER SERVICE C�TQF HYDRANT TRACER MAGNETIZED TRACER BOX Oi%QF MAGNETIZED TRACER BOX �Ii OF MAGNETIZED TRACER BOX OMAHM 1 IF �ljyr WIRE DETAIL CONCRETE/DRNEWAY BOX CD14 TP LITE DUTY BOX LD14 AD] ROADWAY BOX R614 TP DETAIL TRACER WIRE DETAIL 5:: l 41hTE tA; Plg; RiDSED:1-1? AIAiE ND.: REVISED 1-1] PLATE ND.: ENGINEERING DEPARTMENT 5500 es'I xw `uD.: r.n:e.:r,.: REs5EG: +-n _ _ _ ENGWEERIktG DEPARTMENT ENGNEERING DEPARTMENT S,rjQS „• ,• . .•R,arsswt r -,-s. ENGINEERING DEPARTMENT 5501 ENGINEERING DEPARTMENT 5502 tNGINEERING DEPARTMENT �'�U.'' FACE NAME:G Nc sPEcs ssne •'504 TILE Nmt':c ewe sPEcs Ssas me y "FCxSaECBI5W3 FLE NnME:CIFHi EPE('5+SSRS DESIGNER 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. TCW INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT c2��SRs SDETAIL SHEETS 37865-001-200 DRAWN BY SATHRE-BERGOUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE N SATH RE—B E RGQ U I ST INC. TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. m CHECKED BY INDEMNIFY SATHRE-BERGOUIST, INC. OF ALL RESPONSIBILITY. CHANHASSENt FAWN HILL /11 RSM SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE J , S yj/�� m w t y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 MINNESOTAUSER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTINGN�H P HOLDINGS LLC.DATE FROM ILLEGITMATE USE. ROBERTS. MOLSTAD, P.E. cti�' 06/14/17 — Date: 2� j/Le /7 Lic. No. Z PLl L8 FRs p�P R t 1 l I a t a (i tai( 5 gnm_;. �i UFT STATION Pi+re. Ixws¢p: IRG�Smlxp STANDARD DETAILS y4Dt z -In cEvaPlNeur wTa.waxb.m IV _ —4 3B• Y I ,av, aH ;.u.''- Z p,V�AaE wmnto aA+AtNMiw m, irxe wNe m. met a'ie o/ w:re(iml I� P.qM waY a` Not fo BOP, �^ v kgWARO WMP tl1E 2} ^ -.--. a.48�`� mEmma!n oaxM R. sax I. araU 11.10 1 4ot [O 5[ek /� 10' Mm Iw, \+M1ae alv arcbl aaelaJem 29 Ml MMM CAST IRON --3.90" n A nam m „wtb sa, et 7— w;Rwj aanmw a .e 1'e "°• ase.;u aww. naNr avaw N COPPERHEAD xo'°" °t'" r lar m• <ars «u, mwt Nme® -COPPERHEAD WAX PACK 346' CAST IRON HEAD - (FF''''��'''--- HEAD BOLT FOR — WAX PACK F' TIPPED TO TUBE so' y / w TAPED TO TUBE (f/ \ a ALL PLASTIC I TIGHTENING 1 1 "" ONTO BOX CAST w®� IRON LID vrawmam (TITS)--- N,twmom O 4b[er Serviee-PlanviPENTAGON ew HEAD BOLT FOR 14 NVtON - L_ _ rva ✓'�—Sr"°%'"n' Np. TIGHTENING _/ - r ' 2-&t•OD. HEAD BOLT FOR " - WASHERS ON ONTO BOX — C�AS� LID TIGHTENING uwu-n„e Ixeaa ma amxenw (TIP) NYLON i ONTO BoxCAST COPPERHEAD INSTALL WAX PACK ARABS TERMINAL IRON LID WAX PACK AROUND COPPERHEAD AND MOUNTING ::. •- . INSULATION w1w wwc, SiYPJ PLASTIC __/ PLASTIC WASHER, TRACER WIRE TAPED TO TUBE COMPONEMS rmx wa �s bar WASHERS NUT, AND WASHER ma a,lw-In magaeo-um WITH SLEEVE ADDFO _ �'D waw°""twaaesrwm eN:(+aj Or4"°e \ �a,ae awe a-g,wn. _..,N 2.62" 0.0, TRACER BOX LID °ae' `"• °w•^' "'•rierc ra + INSTALL WAX PACK BRASS TERMINAL TO INSULATE BRASS AROUND COPPERHEAD AND MOUNDING COMPONENTS EROM PLASTIC -�-2.62" O.D.+- TRACER WIRE -� COMPONENTS CAST IRON AND MOUNTING a Aw caw I Axm¢ yaun4 nems bm COM MOUNTING ew.e m nya,w,t nmy.� r INSTALL WAX PACK COMPONENTS aAawa+wwa� (im) res px xprF MrEF1axW TRACER 8,�(X LID AROUND COPPERHEAD i TRACER WIRE euw n TRACER BOX LID M,tlrert (Irv) w¢ramv mem :wx ,., =p we. --- APWA UNIFORM COLOR CODE - I� re.rew �i x APWAUN11(IRMCOLORCODE - 111111111 RE) -ELECTRIC 12 PWL nipper [fatlrteal-blw (EYP) NO m ;y` p�q�4 y a APYYA llNffpRt4 COLOR 'ODE YFLLOIV -GFS uaiy am w amx w YmmWlbV 1 _ u C) RED ELECTRIC -L— mpx.:N a. NI rvw wao J wxfc xm.E "JuIL as .., U, rxt ORANGE COME WATER uNa w rm w rMw ew+ P. m YELLOW - GAS RED VV i GAIL wm. cenr eel wu } n.'...m May ,:wl M w r sae w Mmxwr LEra ixeu O ORANGE - COMMUNICATION is VELLUW -GAS BLUE -POTABLE WATER Mares:'. om sera aemmsawmurwW n1'.'—,oa + ^vawaexx xnaaa ,aa sP rs vert paTaL w+. GREEN - SEWER Mian A xwn pP, r,r cwtY ,coma .x Hung. . r. n,vn 1a -AW coram tVp srtFu-Mn rncmwr w`�',4°15f&. YSF_ 0 BLUE -POTABLE WATER ORANGE - COMMUNICATION w,e nw1 b m arced m rx, mttom sae t u. ue vawy (.,e p:xaac Ep o xAmE cuawr xm M BLUE- PDTABtE WATE0. FURM.E -RECLAIMED WATER al rbe Pb,'= the sp `k" me x ro 1` T u mr w:e dxa «ma eta, w. away �aNA fAW1aWFS � GREEN - SEWER 'It t b rase e w the Pba wa d+na ,e w;.e-:a: mapaavn prw:w:�.p mase (rvP; n , na a o -a,: „amu...g +:x o u +uuEx .n, re eE ,a-A:m wpm xwgwr aas PURPLE - RECLAIMED WATER I� GREEN -SRINER pl¢atEl s'MrnreM1. aex a .. en. moriart, In. nw-st¢t 1. nR. w[ �F tE.n+na PUPPIE - RECtAR4EO WATER t^,° nem TR, s m az neo ie waxa arx rxlw-u uAwxsraM maEms ra z. me aal,x.nF.,sa mxeL w masa .Rx ane ' nc ,... a wW x11A ro nL a TME vx,raP rm «awaMp am uaxurE wase. NOTES: NOTES; NOTES: qWx wxvapnoro cappenma s+m:mltn z -x ::m naw.:.ra, .a am.nw .a axe. xYxxwvup use wx s' unxwu,x Juuns IAtlflr;g Cenne<laA ro apPrav t e WaL u uft:ftmnb b 0e mane Nlba1 . .4. I W.M..., rI RM:51Mf.Y INSTALLATION SHALL FOLLOW MANUFACTURES INSTRUCTIONS, INSTALLATION SHALL FOLLOW MANUFACTURES iNSTRUCTtONS. INSTALLATION SHALL FOLLOW MANUFACTURES INSTRUCTIONS, °^'o -^n •:a.' ..Is .Is I' u vuua. x,e enm. mw. on :nano con u:a www Water Service -Section V'ew nx mwluxrxws xvsr Mc xxa. wn1 me CAPS SHALL BE COLOR CODED TO BE SPECIFC TO UTILPY BEING TRACED. ('APS SHALL BE COLOR CODED TO BE SPECIFIC TO UTILITY BEING TRACED. CAPS SHALL BE CCE COOED TO BE SPECIFC TO UTILITY BEING TRACED. r a 5. ,mWm cIzl.aa s'ammua La.w.x Nat m seal, ..amo� IL cavreprasp xvr,xcnlrc TRACE b:RE PLA�WATER) lix,nww.wrew'aa4 ,+eat �xwa =wr,.'.,,oPr pM .wacxEp Eax� CliffQF TYPICAL p TYPICAL (M TYPICAL ggap AIiJ LINE TRACER WIF,F paa� WATER SERVICE C�TQF HYDRANT TRACER MAGNETIZED TRACER BOX Oi%QF MAGNETIZED TRACER BOX �Ii OF MAGNETIZED TRACER BOX OMAHM 1 IF �ljyr WIRE DETAIL CONCRETE/DRNEWAY BOX CD14 TP LITE DUTY BOX LD14 AD] ROADWAY BOX R614 TP DETAIL TRACER WIRE DETAIL 5:: l 41hTE tA; Plg; RiDSED:1-1? AIAiE ND.: REVISED 1-1] PLATE ND.: ENGINEERING DEPARTMENT 5500 es'I xw `uD.: r.n:e.:r,.: REs5EG: +-n _ _ _ ENGWEERIktG DEPARTMENT ENGNEERING DEPARTMENT S,rjQS „• ,• . .•R,arsswt r -,-s. ENGINEERING DEPARTMENT 5501 ENGINEERING DEPARTMENT 5502 tNGINEERING DEPARTMENT �'�U.'' FACE NAME:G Nc sPEcs ssne •'504 TILE Nmt':c ewe sPEcs Ssas me y "FCxSaECBI5W3 FLE NnME:CIFHi EPE('5+SSRS DESIGNER 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. TCW INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT c2��SRs SDETAIL SHEETS 37865-001-200 DRAWN BY SATHRE-BERGOUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE N SATH RE—B E RGQ U I ST INC. TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. m CHECKED BY INDEMNIFY SATHRE-BERGOUIST, INC. OF ALL RESPONSIBILITY. CHANHASSENt FAWN HILL /11 RSM SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE J , S yj/�� m w t y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 MINNESOTAUSER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTINGN�H P HOLDINGS LLC.DATE FROM ILLEGITMATE USE. ROBERTS. MOLSTAD, P.E. cti�' 06/14/17 — Date: 2� j/Le /7 Lic. No. Z PLl L8 FRs p�P R BASE—FAWN DRAWN BY TCW CHECKED BY RSM DATE 06/14/17 NO. BY DATE RIGHT-OF-WAY ----�- 07/07/17 0_7/12/17 07/18/17 07/31/17 DRAINTILE W/CLEANOUTS ____0 0_-- ___0 O— — — BACKYARD CATCH BASIN '1i ® �B ♦ �B CATCH BASIN�8---—BB-- Grading Plan 06 STORM SEWER MANHOLE 07-11 Construction Details FLARED END SECTION W/RIP-RAP TOMB@HOMESTC D-PARTNERS.0 EMAIL: MOLSTAD@SATHRE.COM STORM STUCTURE LABEL 2� SANITARY STUCTURE LABEL 3 (� SANITARY SEWER MANHOLE HYDRANT _WM---- I_WM— —WMWM— GATE VALVE —WM WM— —WM WM— WELL O 0 DRAIN FLOW/RUNOFF ARROW EMERGENCY OVERFLOW SWALE EO EOH SOIL BORING LOCATION} SILT FENCE —� --` TREE PRESERVATION FENCE — — BARRICADE 0 OR ® T4r OR SPOT ELEVATION TBC SPOT ELEVATION UTILITY POLE Q� LIGHT POLE Y,x HANDICAP PARKING SPACE NO. BY DATE 01 CAW TCW TCW_ TCW 07/07/17 0_7/12/17 07/18/17 07/31/17 02 03 04 Street Plan 03 REVISIONS ---------------- - — _ C_OUNTY COMMENTS CITY COMMENTS _ RPBCWD COMMENTS BLUFF CREEK OVERLAY DISTRICT MONUMENT LOTS 2-4 BLOCK 1 USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. Zoning: Proposed Zoning - RLM 315% Max Impervious Min Width -50ft Min Area - 9,000 sf Min Depth - 110 ft Pysb - 25 ft Sysb - 15 ft Total - 5 ft Garage Rysb - 25 ft 610' Row - 31' B -B Streets Wetland: On-site Wetland is High Quality High Quality Wetlands Buffer Average- 60ft Buffer Minimum - 40 ft As directed by the Riley Purgatory Bluff Creek Watershed District, the boundary for the Bluff Creek Overlay District is the edge of wetland. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I�E%S s&R` AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE N1 F� LAWS OF THE STATE OF MINNESOTA, LU N SATHRE-BERGQUIST, INC. A S s m 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 co ROBERT S. OLSTAD, P.E. �Cti �� Date: o 4 �i ��7�7 Lic. No. ?4y--8 FR's PVP ITY PROJECT ,HANHASSEN MINNESOTA II LOCATION MAP II S 41 3Y RAY. E. RAT SHEET INDEX TABLE PREPARED FOR SHEET Description 01 Title Sheet 02 Street Plan 03 Sewer and Water Plan 04 Storm Sewer Plan 05 Grading Plan 06 Erosion Control Plan 07-11 Construction Details PREPARED BY PREPARED FOR ENGINEER DEVELOPER SAT HRE-BERGOU IST. INC 150 SOUTH BROADWAY 6035 CULLIGAN WAY WAYZATA, MINNESOTA55391 MINNETONKA, MN 55345 PHONE:(952) 4766000 PHONE(952)476-0104 PHONE: (612) 272-9701 CONTACT: ROBERT MOLSTAD, P.E. TOMB@HOMESTC D-PARTNERS.0 EMAIL: MOLSTAD@SATHRE.COM !11FC11A1H4o L,, P'Ecalt'En AUG 0 3 2017 Cl�Ah[MASSEIVP(i�INib' a;1F,i NORSE 50 25 0 25 50 100 ❑❑❑❑d 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. TITLE SHEET FAWN HILL HP HOLDINGS, LLC. FILE NO. 37865-001-200 01 11 PL CL PL 30' 30' y g x8 �'bp x HT 15.5to Back 15.E to Back 990 Wear Course to be 1/2" Delta Angle Above Edge of Gutter bF p33 $g2lg `�§eT3 p N a$5F@p 674i$Cgy�xa "5` 2.07 2.0% 5\09e LOW PT ELEV: 968.43 &q$� gg a Ax 1.5 : 1 87.44 Draintile 6" Topsoil, Seed 2" MNDOT 2360 SPWEA340C & Mulch or Sod. Draintile ToCoat 2357 Surmountable 2"-MNDOT 2360 SPNWB330B Concrete Curs 300.00 238.06 12" -Class 5 Aggregate Base 45027'58" 24" MNDOT 3149.26 Select + Granular Borrow (-See Note 7) 980 Not to scale NOTES 1 Typical right -of -way -60'. 2 Maximum stree': grade 7.0%. 3. Minimum street grade 0.759 4. 6" Topsoil placed in disturbed areas. 5 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. A t roll of the prepared sub rade sholl be performed. 7 th o e p p g in the presence of a city inspector. The city has the authority to require additional sulegrade, correction based on the test roll. 8. Draintile shall to placed along both sides of roadway. See plate 5232 for details. affOp TYPICAL RESIDENTIAL STREET SECTION REVISED: 10-16 PLATE 110.: c\ENc\sPEcs\s<oc ENGINEERING DEPARTMENT 5200 FILE NAME: _ 9 TO $i3 d e Y q ® 0 E 1 I LVC:196.27' y g x8 �'bp x HT Radius 990 990 Delta Angle LOW PT STA: 5+07.88 bF p33 $g2lg `�§eT3 p N a$5F@p 674i$Cgy�xa "5` @kH � LOW PT ELEV: 968.43 &q$� gg a Ax za 87.44 S200 52'27.53"E 41044'55" PVI STA:5+07.60 a ° 29.04 1 o 0 PVI ELEV:967.00 0 affOf Pedestrian Curb Ramps a= Page 1of 5 REVISED: 1a-16 PURE NO.: DUE NAME: G: ENGINEERING DEPARTMENT 5215 1010 1000 •.1 •:1 I SEE CITY DETAIL PLATES 5215A -D FOR FOR REMAINDER OF PEDESTRIAN RAMP DETAILS. 970 ••1 T � 1) \ 1 � U D v 99P'k ge6 �� WO to N III 6 981.4 f ° m u_ 4 m CD TO �1 1 9 I b i 970 O ,19 95 9 5\ 6.1% 977.21 o0 7. m, 3 1 V 1 \A 1 y malt Sb r\�'. r � o 2 � `) \ A T Infiltration Basin #1 / NWL-956.10 LQ�� 6� HWL- 958.5 1i 983.7 - i 3 \ �9 4 N� Q �e 'o al `09j�6 +� O \ I + 1 ® 9g25O "3 TO r- 8 \ w N J+ 1y \\ 9TT ° SSO�� •� \' O 1 v 962 \, + m \ \ \ 1/A 979.6 ire\o I q \ 9 \ ,2 / `o' �/ I /ofj STORM y 1 \ \ \ 5\ 2 \ /� o / // IIs v O ws. ' R\'^ � �O 1p6r/2\ i 4 I 1 y \ \ \ REMOVE '� t'p`� / II/E(WN WALL, L5 % IIN \ / . ZPond#1 CONCRETE I yX: WALK \, R \ 200 SF TEMP �� '(yO, 1 TNH-974.15< \ I \ TURNMAROUND \ 71 �\ �\ `� \\\ EXISTING \STR TUGHT\ LVC:249.35' LOW PT STA: 2+82.27 LOW PT ELEV: 973.59 PVI STA:1+57.60 PVI ELEV977.24 K:35.25 FINISHED GROUND FAWN HILL RD BASTING 1010 1000 1000 LVC:196.27' Station Radius 990 990 Delta Angle LOW PT STA: 5+07.88 0+00.00 17.79 S410 44'55.05"E LOW PT ELEV: 968.43 0+17.79 120.00 87.44 S200 52'27.53"E 41044'55" PVI STA:5+07.60 a ° 29.04 1 o 0 PVI ELEV:967.00 0 300.00 238.06 16 45027'58" K:33.64 + u 980 980 TO W u; 275.00 217.43 S220 48'57.17"E NUU C4 7+12.09 150.00 198.09 S37" 59'51.44"E affOf Pedestrian Curb Ramps a= Page 1of 5 REVISED: 1a-16 PURE NO.: DUE NAME: G: ENGINEERING DEPARTMENT 5215 1010 1000 •.1 •:1 I SEE CITY DETAIL PLATES 5215A -D FOR FOR REMAINDER OF PEDESTRIAN RAMP DETAILS. 970 ••1 T � 1) \ 1 � U D v 99P'k ge6 �� WO to N III 6 981.4 f ° m u_ 4 m CD TO �1 1 9 I b i 970 O ,19 95 9 5\ 6.1% 977.21 o0 7. m, 3 1 V 1 \A 1 y malt Sb r\�'. r � o 2 � `) \ A T Infiltration Basin #1 / NWL-956.10 LQ�� 6� HWL- 958.5 1i 983.7 - i 3 \ �9 4 N� Q �e 'o al `09j�6 +� O \ I + 1 ® 9g25O "3 TO r- 8 \ w N J+ 1y \\ 9TT ° SSO�� •� \' O 1 v 962 \, + m \ \ \ 1/A 979.6 ire\o I q \ 9 \ ,2 / `o' �/ I /ofj STORM y 1 \ \ \ 5\ 2 \ /� o / // IIs v O ws. ' R\'^ � �O 1p6r/2\ i 4 I 1 y \ \ \ REMOVE '� t'p`� / II/E(WN WALL, L5 % IIN \ / . ZPond#1 CONCRETE I yX: WALK \, R \ 200 SF TEMP �� '(yO, 1 TNH-974.15< \ I \ TURNMAROUND \ 71 �\ �\ `� \\\ EXISTING \STR TUGHT\ LVC:249.35' LOW PT STA: 2+82.27 LOW PT ELEV: 973.59 PVI STA:1+57.60 PVI ELEV977.24 K:35.25 FINISHED GROUND FAWN HILL RD BASTING 1010 1000 1000 PVIS: 0+00.001 PVIE: 968.43 STREET NOTES: 1. ALL PUBLIC STREETS ARE 31' BB UNLESS OTHERWISE NOTED. CURB DIMENSIONS ARE BACK TO BACK. 2. SEE DETAILS 5200 to 5244 FOR STREET DESIGN STANDARDS. 3. ALL SIDEWALKS SHALL BE 6". CONSTRUCT ADA COMPLIANT PED RAMP AT EACH CURB AND OR/ROAD INTERSECTION PER STANDARD DETAIL PLATE 5215. 4. ALL STORM SEWER STRUCTURES SHALL BE EXPOSED DURING STRING LINE OF CURB TO ENSURE PROPER FIT WITH PLASTIC RINGS. FAWN HILL RD LVC:196.27' Station Radius 990 990 Delta Angle LOW PT STA: 5+07.88 0+00.00 17.79 S410 44'55.05"E LOW PT ELEV: 968.43 0+17.79 120.00 87.44 S200 52'27.53"E 41044'55" PVI STA:5+07.60 a ° 29.04 SO" 00'00.00"E o 0 PVI ELEV:967.00 0 300.00 238.06 S220 43'58.94"E 45027'58" K:33.64 + u 980 980 TO W u; 275.00 217.43 S220 48'57.17"E NUU C4 7+12.09 150.00 198.09 S37" 59'51.44"E 75039'50" L4 9+10.18 1 109.59 S75° 49' 46.41"E m W W In Bentz Court Number Station Radius Length .93%7-- Delta Angle L5 2.9" 277.85 - _ _ _ _- - 970 970 it e Do ze 960 960 m m PVIS: 0+00.001 PVIE: 968.43 STREET NOTES: 1. ALL PUBLIC STREETS ARE 31' BB UNLESS OTHERWISE NOTED. CURB DIMENSIONS ARE BACK TO BACK. 2. SEE DETAILS 5200 to 5244 FOR STREET DESIGN STANDARDS. 3. ALL SIDEWALKS SHALL BE 6". CONSTRUCT ADA COMPLIANT PED RAMP AT EACH CURB AND OR/ROAD INTERSECTION PER STANDARD DETAIL PLATE 5215. 4. ALL STORM SEWER STRUCTURES SHALL BE EXPOSED DURING STRING LINE OF CURB TO ENSURE PROPER FIT WITH PLASTIC RINGS. FAWN HILL RD Number Station Radius Length Line/Chord Direction Delta Angle L1 0+00.00 17.79 S410 44'55.05"E C1 0+17.79 120.00 87.44 S200 52'27.53"E 41044'55" L2 1+05.22 29.04 SO" 00'00.00"E C2 1+34.26 300.00 238.06 S220 43'58.94"E 45027'58" L3 3+72.32 u 122.34 S450 27'57.88"E TO C3 4+94.67 275.00 217.43 S220 48'57.17"E 45018'01" C4 7+12.09 150.00 198.09 S37" 59'51.44"E 75039'50" L4 9+10.18 1 109.59 S75° 49' 46.41"E W Bentz Court Number Station Radius Length Line/Chord Direction Delta Angle L5 0+00.00 277.85 N46" 09' 16.70"E BENTZ COURT LVC:103.18' LOW PT STA: 0+36.91 LOW PT ELEV: 967.99 PVI STA:0+58.59 PVI ELEV:967.26 K:14.95 ma a U� Uo Z, W i - m N FINISHEDGROUND 6,5�a10 EXISTING GROUND r W 11 m W T 1000 ••1 E!fL11 ••1 950 950 950 950 O O V to O V CD CD Cl) ILD r V 00 to to co M TO O O O) N �_ M `T N W N r O M CD O O CD to �^,) O M 'd; CD O t` G) O M (M r r CO t0 O O O M <`" (q O .- V W tf:) to O - d, V t0 Co r IL O O R O O O r .- M O In O) ap M 1'- (r 14 to O 00 U: O) O � W to M T- CO W (ro r to r n co r r N 1�- am co (O COO CD (O r O .: O O 00 r `" O O N d. V co W W . i M O OD M W CD V M ' O O O O CO CO W O W W M Ol O O O c0 q W O O CA W W 00 ao r r r r r r r r I`- - O CD to (D W co((D CO r r (p O (o CD To r r r n _ r ^ r r r r - r O) O ni m Orn O O) m Co Q1 01 m O) M W M 41 O O) 0) Ci (M ILD (A O M d) O O 0) } C7) _, 0) CA _, O) O)) O O) 0) U7 W CA D) O] CD o) 0) 4) 0) O G: CA O) rn O O CP m O) W rn O T v', O O 0) M 0) O CD G7 m -0+50 0+00 0i+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING 50 25 0 25 50 100 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 10ii�R El El El [I d AND ALL EXISTING UTILITIES. SCALE IN FEET DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE FAWN INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I �rGRs s/JR` STREET PLAN - - -- - - - - - - - - - - - - - - - AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE �`' Pf 37865 001-200 DRAWNBY SAID AUT ER AUTHORIZATION INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT m SATH RE-BERGQUIST, INC. �+ - SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA �_ °a - - - - - - - - - - - - - - - - - - - - - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. C HAN HASSEN FAWN HILL 02 CHECKED BY SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE �J , - 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 6000 ) --- --- -- RSM _ - - - - - - - - - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING �� MINNESOTA DATE _ _ FROM ILLEGITMATE USE. ROBERT S.OLSTAD, P.E. ti --- ----------------- 06/14/17 Date: 0 � Li" % 7 Lic. No. Z-�L�ZB FRs PSP 11 O N O O 0 co 00 r co J Z LL LVC:50.00' LO PT STA: 1+2f i,94 LO PT ELEV: 970.71 VI STA: 1+53.9, VI ELEV:971.9 K:31.00 o`5 8 Wa; o n + r m + rn iii u vi TO 0jm Ww u in W FINISHEDGROUND 6,5�a10 EXISTING GROUND r W 11 m W T 1000 ••1 E!fL11 ••1 950 950 950 950 O O V to O V CD CD Cl) ILD r V 00 to to co M TO O O O) N �_ M `T N W N r O M CD O O CD to �^,) O M 'd; CD O t` G) O M (M r r CO t0 O O O M <`" (q O .- V W tf:) to O - d, V t0 Co r IL O O R O O O r .- M O In O) ap M 1'- (r 14 to O 00 U: O) O � W to M T- CO W (ro r to r n co r r N 1�- am co (O COO CD (O r O .: O O 00 r `" O O N d. V co W W . i M O OD M W CD V M ' O O O O CO CO W O W W M Ol O O O c0 q W O O CA W W 00 ao r r r r r r r r I`- - O CD to (D W co((D CO r r (p O (o CD To r r r n _ r ^ r r r r - r O) O ni m Orn O O) m Co Q1 01 m O) M W M 41 O O) 0) Ci (M ILD (A O M d) O O 0) } C7) _, 0) CA _, O) O)) O O) 0) U7 W CA D) O] CD o) 0) 4) 0) O G: CA O) rn O O CP m O) W rn O T v', O O 0) M 0) O CD G7 m -0+50 0+00 0i+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING 50 25 0 25 50 100 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 10ii�R El El El [I d AND ALL EXISTING UTILITIES. SCALE IN FEET DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE FAWN INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I �rGRs s/JR` STREET PLAN - - -- - - - - - - - - - - - - - - - AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE �`' Pf 37865 001-200 DRAWNBY SAID AUT ER AUTHORIZATION INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT m SATH RE-BERGQUIST, INC. �+ - SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA �_ °a - - - - - - - - - - - - - - - - - - - - - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. C HAN HASSEN FAWN HILL 02 CHECKED BY SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE �J , - 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 6000 ) --- --- -- RSM _ - - - - - - - - - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING �� MINNESOTA DATE _ _ FROM ILLEGITMATE USE. ROBERT S.OLSTAD, P.E. ti --- ----------------- 06/14/17 Date: 0 � Li" % 7 Lic. No. Z-�L�ZB FRs PSP 11 O N O O 0 co 00 r co J Z LL 41 w ✓ Ali � w �I v° w •V •.L w •l; w ,d. N4i A , \ � 1 1 \ 11 988.7 II 3 1 984-1 4 G I I _ 00 11 � N 75°_ I I \ \ \ \ rr9;`19 1 n o;D m 3 S&W ° \ \ ,15° 4 "i m.1 JL.L x.y i `4 6O9j" 4 s\\ I II° a v GF 963.3 \ \ I of s820 0EA76.5 xi v v 5 \ \ rn 0103o- x \ ��\\ J 2/ taco`\ �° \\ \ `• a \4\\ I O m A V I '( \ `i'" \�s�? STORM wEa r 4z 2-�� \ \ \ \ y ♦ 9j dh��ii /+ ❑2 Infiltration Basin #1' A vV �o ��>?\�F , . _ -. ° NWL-956.0 'v /V 'm o'G��, "' >, ,° �� Vs HWL- 958.5 1 �,�\ s ///6 //6 I J \ \ fi \\ �� ✓no,. REMOVE BOULDER WALL AND PILE FOR REMOVE '�`� / NEW WALL L5 B2 /-• GONCRF„TE FAWN HILL ROAD I 1. 4/ II m I I 2. ALL SANITARY SEWER SERVICES SHALL BE SCH 40 FROM THE MAIN TO THE STUB, EXCEPT AS N 41 w ✓ Ali � w �I v° w •V •.L w •l; w ,d. N4i A , \ � 1 1 \ 11 988.7 II 3 1 984-1 4 G I I _ 00 11 � N 75°_ I I \ \ \ \ rr9;`19 1 n o;D m 3 S&W ° \ \ ,15° 4 "i m.1 JL.L x.y i `4 6O9j" 4 s\\ I II° a v GF 963.3 \ \ I of s820 0EA76.5 xi v v 5 \ \ rn 0103o- x \ ��\\ J 2/ taco`\ �° \\ \ `• a \4\\ I O m A V I '( \ `i'" \�s�? STORM wEa r 4z 2-�� \ \ \ \ y ♦ 9j dh��ii /+ ❑2 Infiltration Basin #1' A vV �o ��>?\�F , . _ -. ° NWL-956.0 'v /V 'm o'G��, "' >, ,° �� Vs HWL- 958.5 1 �,�\ s ///6 //6 I J \ \ fi \\ �� ✓no,. REMOVE BOULDER WALL AND PILE FOR REMOVE '�`� / NEW WALL L5 B2 /-• GONCRF„TE FAWN HILL ROAD I 1. ALL SANITARY SEWER SERVICES CONNECTED TO C900 MAIN SHALL UTILIZE AN 8"X6" C900 TEE, II C900 RISER PIPE, C900 BEND, TRANSITION GASKET AND A SCH 40 LATERAL TO THE STUB. I I 2. ALL SANITARY SEWER SERVICES SHALL BE SCH 40 FROM THE MAIN TO THE STUB, EXCEPT AS I I OUTLINED ABOVE. I 3. WATERMAIN SERVICES SHALL BE 1.0" COPPER. I 4. ALL DIP FOR SANITARY SEWER LINES SHALL BE POLY -WRAPPED AND ALL BOLTS USED SHALL BE STAINLESS STEEL. I 5. REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS. 6. ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT. i MH 2 7. WYE LOCATIONS TO BE SUPPLIED & VERIFIED BY CONTRACTORS. WYE STATIONING IS 990 CALCULATED FROM THE DOWN STREAM MANHOLES. I 8. ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES. I 990 9. ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED BACK TO THE WATERMAIN TEE BY MEANS OF APPROVED MEGALUGS UNLESS OTHERWISE NOTED. I 10. ALL SEWER SERVICES ARE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICES IF SEWER '\- AND WATER ARE IN THE SAME TRENCH. \ 11. ALL SEWER AND WATER SERVICES ARE EXTENDED 10 FEET BEYOND THE PROPERTY LINE UNLESS OTHERWISE NOTED, I - , TNH 985.24 12. ALL VALVES ON THE WATERMAIN FOR THIS PROJECT SHALL BE GATE VALVES. NO BUTTERFLY VALVES SHALL BE USED ON THE WATERMAIN FOR THIS PROJECT. ( I 13. THE CITY OF CHANHASSEN CURRENT "ENGINEERING GUIDELINES" AND "SPECIFICATIONS" SHALL GOVERN WITH THE EXCEPETION OF THE SANITARY SEWER AND WATERMAIN SERVICES. 14. INSTALL HYDRANTS 5' BEHIND CURB (TYPICAL). I 15. POLY WRAP ALL HYDRANT BARRELS 1 ® 16. BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT IN SERVICE. I 17. ALL 4"-12" WATERMAIN SHALL BE PVC C900 (DR25). ALL 16" WATERMAIN SHALL BE PVC C905 (DR18). i D 18. MECHANICAL BALLS SHALL BE INSTALLED IN SANITARY SEWER AT CONNECTION POINTS TI FOLLOWING INSTALLATION OF PIPE TO PROTECT EXISTING LINES FROM DEBRIS, & SEDIMENT s (� INFILTRATION. BALLS SHALL REMAIN UNTIL LINES ARE TELEVISED & ACCEPTED BY THE CITY. 980 19. THE CONTRACTOR SHALL CONTACT THE SEWER & WATER DIVISION AT LEAST 48 HOURS PRIOR STA:2+75.7 TO ANY PUBLIC SEWERNVATERMAIN CONNECTION. I 8 BLD: 15.3 HBOE-980.8 20. ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC I INVASIVE SPEACIES (E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM J; EXTENT POSSIBLE. I ;I I II I BENTZ COURT 990 \ 990 MH 2 990 990 -_ STA: RIMIM:97979.8.8 MH 3 BLD: 12.9 STA:2+58.0 MH 1 RIM:978.7 980 STA:2+75.7 980 BLD: 15.3 HBOE-980.8 RIM:973.7 MH EX7 980 980 STORM XING\ E-976.5 BLD: 12.9 EXISTING STA:4+15.3 GROUND RIM:969.5 MH EX6 STA:4+87.2 FINISHED GROUND - HYDRANT 6" VALVE sT-H XINc T-971.2 "•--•�. / BLD: 116 - -.. MH EX6. EXISTING 972.5 T-972.5 - 11.25"BEND HYDRANT _ RIM:968.4 GRourvO --- STA: 2ag3.5 STA: 1+4 8.6 6"V LVE BLD: 11.9 STA:0+00.0 / Ts7os 8"A"RED 3 AINTAIN 7S T- 966.2 SEPERATION T-9: RIM:968.4J WM LOWERING STA. 5+58. 970 - O a o 11 y-9fiL2 STA:2+01:5 T-965.3 STORM: NG STORM RING T - FINISHED------__. 970 970 - BLD:. 11.9 -- 970 U O ry z ,o 6"X6" TEE 22.5° BEND + B-963.8 GROUND 8^ 1-;900 900 _ i__-'- __ ��-- B-966.6 T-970.9 STORNING 1'p11 22.5° BEND W + Z' o m o pl STORM XING T-9821 PVC In, BEND MAINTAIN 7.5 SEPERATION Vf STA: 5+58.6 Z Q M O w O w x o U W m CC fO STORM XING GTA:3+]8.8 STOR1 STA -.3 g^ P - .. C900 PVC WM r-96ae STORM - - RING 124.9 LF SDR 3$ B. @ 4 92j 960 Z CR T-984.0 -... _.. - J60 T585.0 PVG SD 265% WM OWAERRING co 960 O WM LOWERING PVC SDR 3$ �O 960 6" LF @ STA: 3+28.9 1 8.7 LF @ 2.09% I 182.1 o x rn 8" PVC SD ll 35 Z Pvc Z SDR 350.44°.a WM LOWERING Uig' rDp�71.9 LF @ 95% W. $59 LF@R77% - + - wZv�i WI-3on 1828 LF (O @ -. - -'.. -_�. m zrmFwgC6 OX> ' n m co Lo O.5 O] 950 Zw Zm+ ow- -ZNaa z- 950 > )06. �o OxO� - 950 -z z m� i?0 950 Uwrm - OxOr Ox> U W I -w Uwz 940 940 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 12+00 940 940 -1+00 0+00 1+00 2+00 3+00) 4+00 tiORj� 50 25 0 25 50 100 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 NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY 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 OF MINNESOTA. ��Rs �`' w suq` Ff A °� SATHRE-BERGQUIST, INC. CITY PROJECT NO. SANITARY AND WATERMAIN PLAN FILE NO. 37865-001-200 BASE -FAWN - DRAWN BY --_--__- _ -_-_ _ _ _ _ _ -_-_--__--_---_---_-_-__- TCW INDEMNIFY SATHRE-BERGQUIST" INC. OF ALL RESPONSIBILITY. HANHASSEN FAWN HILL 3 CHECKED BY SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE \ S '^� w/� m � 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476-6000 RSM - - - - - - - - - - - - - - - - - - - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING 011, `z MINNESOTA H P HOLDINGS, LLQ: - - - - - - - - - - -- FROM ILLEGITMATE USE. ROBERT S. O, STAD, P.E. Date: 0 4 �� L( J%7 Lic. No. ZpLIZ B Rs PSP 11 0DATE 3 1 \ \, \\ 1 \ 1 \ o I \o O i IIS �I CO N 7-6% I I I i A , UL 4 W pl g l .n- N II Imm I a - I m �. °` I gT•9 � 1 i 6\ \ °��It�°i t V A co 1D` o ! 06 V v A 1 a, CP 1°\\ U. m 8 \ \ \ \\ A�T Infiltration Basin #1f\ \ \\ �T w'�\� NWL-956.0 e, HWL-958.5 1 \sp \ 1 (1 3 ` 4') Isss; 4 I -J� Z �eo 99j4.s --- J 7 I F 983, G 3 s \ 0ow \ \\ \\ \\ j\ ^ 4 CO -0� O rp \ \ o \ V \ 6 \ \+\ 1/9)/ °� STORM k'ER ✓ \ \ \ \ \ '992 \? iii ac° ` i�' %// \ t o '> i 0 � o� y- / 1' a / '6 I REMOVE BOULDER j WALL AND PILE FOR i NEW WALL L5 B2 �e TNH -era is \ 1 v EXISTING \ I •'a, `\\STREET LIGHT \ \ ILL \ \ I I \ \ \\ \\ I 4 I 1 , `^� \ REMOVE a. j / STRUCTURE NAME CONCRETE RIM BUILD INV CASTING WALK R OVE 48.0" mdsd-a°iw \ 956.3 200 SF TEMP\� 3 60.0" \ V 10.1' 962.2 TURMROUND 71"� ��` .`w'• X\ \\ J \\ 48.0" 971.2 8.2' 963.0 R3501 DRIVE OVER CASTING 5 48.0" 971.0 5.0' 966.0 R4342 6 48.0" 974.5 10.0' 964.5 Pond #1 NWL-956.0 vv HWL-958.5 / 1000 ••1 •:1 N!•1 CBM3 TC: 972.3 BLD: 10.1' DIA: 0.0" GROUND EXISTING z C) U) IOvr rnrnrn zzz N 1 161.1'-15"RCP CL.5 @ 4.34% C MH 11 TC: 985.0 BLD: 4.5' 18; STH MI DIA: 48.0" TC: 979.9 BLD: 5.4' - DIA: 48.0" FINISHED GROUND 63.4'-12"RCP CL.5 @ 3.79% 77.4'-15"RCP N cD CL.5 @ 7.75% o N i I 11000 1000 ••1 •'1 •.1 970 970 9 950 50 3+50 3+00 2+00 1+00 0+00 -10+25 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 940 I It L , I I I 1 , I I STRUCTURE TABLE STRUCTURE NAME DIAMETER RIM BUILD INV CASTING NOTES 2 48.0" 960.3 4.0' 956.3 R4342 4.87 CFS 3 60.0" 972.3 10.1' 962.2 R3067 -V 4 48.0" 971.2 8.2' 963.0 R3501 DRIVE OVER CASTING 5 48.0" 971.0 5.0' 966.0 R4342 6 48.0" 974.5 10.0' 964.5 R3067 -V 7 48.0" 971.5 4.2' 967.3 R4342 8 48.0" 980.1 6.1' 974.0 R4342 9 2'x 3' 972.2 4.8' 967.4 R3067 -V 10 48.0" 979.9 5.4' 974.5 R4342 11 48.0" 985.0 4.5' 980.5 R4342 14 27.0" 971.5 4.0' 967.5 R4342 FES TABLE Structure Mame TYPE SIZE (IN.) INV C.Y. RIP RAP NOTES VELOCITY 1 FES 30 956.0 18 TRASH GUARD 4.87 CFS •:1 970 •.1 950 945 1+50 - - - - - - 1 CA LE CONCRETE -I--------------------I- ------ _ 277 I 1 TYPICAL EOIF DETAIL CBMH 5 TC: 971.0 CBMH 3 BLD: 5.0' FINISHED TC: 972.3 STMH 4 DIA: 48.0" CBMH 6 GROUND BLD:10.1' TC: 971.2 TC: 974.5 EXISTING DIA: 60.0" BLD: 82 BLD: 10.0' 2 GROUND DIA: 48.0" DIA: 48.0" TC: 960.3EXISTING GROUND BLD: 4.0' �- DIA: 48.0" 30" FES 1 FINISHED V APRON GROUND 18 CY CL.3 __ e-ssa.e RIP -RAP WMXING 183.3'-24"RCP TRA H ARD 159.3'-24"RCP 106.3'-24"RCP �� CL.4@0.63% CLA @ 0.47% NLA @ 0.44% C) o 1 � T-9" 39.8'-24"RCP o 0 0 0 0 o r_96z1 10 ID AN XING CLA 1.26% ry UR co 0 o WMwNG co co rn rn ;141.0'-30"RCP @ m CID GO m c`c'D c`o0 T-960.1 ° ° CLA @ 5.60% MO) o o MOD SAN XING z z z z »» 12.9'-30"RCP z z z z Z Z CLA @2.32% - -- NN N N 000 M� N r NN AND ALL EXISTING UTILITIES. 9+00 8+00 7+00 6+00 DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS BASE -FAWN - INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I - - - - - - - - AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE DRAWN BY _ _ _ _ _ _ _ _ _ _ SATHRE-BERGQUIST, IINC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT TCW SAID AUTHORIZATION (CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. CHECKED BY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. - - - - - - - - - - - -- - - - - - - - - SATHRE-BERGQUIST, ZINC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE s yj%�� RSM - - - - - - - - - - - - - - - - - - - - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING CBMHI TC: 980.1 BLD: 6.1' CBMH 7 DIA: 48.0" TC: 971.5 CBMH 8 BLD: 4.2' TC: 977.0 DIA: 48.0" BLD: 4.7' j I : 48.0" EX INV sn.7o 20.7'-21 "RCP CLA @ 8.23% 61.5'-21 "R(CP CLA @ 8.113% M M M I�- r- r rnrnrn zzz N N 4+00 3+00 2+00 CITY PROJECT NO. - w P SATHRE-BERGQUIST, INC. m150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6000 k OHANHASSEN CO MINNESOTA NCti�R 3 P Q' � B9 3 TC: 972.2 TC: 972.3 BLD:4.8' BLD: 10.1' DIA: 2' x ' DIA: 0.0" FINISHED GROUND EXISTING GROUND T-964.7 29.3'-15"RCP 0 wM XING CL.5 @ 1.03% T -9x6.9 1+00 990 1000 980 990 970 980 960 0 CD D) Z N �- 0+00 H7 CB 14 TC: 971.5 TC: 971.5 BLD: 4.2' BLD: 4.0' DIA: 48.0" DIA: 27.0" FINISHED GROUND EXISTING GROUND 10.1'-15"RCP CL.5 @ 1.99% •:1 970 •.1 950 1945 -0+50 ••1 •:1 970 ••1 9501 1 950 -0+50 0+00 0+50 960 NOR-1� 950 50 25 0 25 50 100 ❑❑❑❑Ll SCALE IN FEET 940 0+00 -0+50 FILE NO. STORM SEWER PLAN 37865-001-200 FAWN HILL 4 HP HOLDINGS, LLC. 11 HOLDDOWN DETAILS E R M HS FINISHED GRADE PER O N SB GRADING PLAN W T EL GARAGE FLOOR 110'1 15' 'BELOW GARAGE FLOOR BF/WO ELEVATION GRND ELEVATION AT WO *FLR REAR PAD ELEVATION CURB , 7 6.0" TOPSOIL BSMT2% 3A MAX MIN. 25'13' ' 12' 10' 50' 60' PAD (UNLESS OTHERWISE NOTED) WALKOUT (WO) E FINISHED GRADE PER S H GRADING PLAN O N Sg GARAGE FLOOR W T EL 3.0' BELOW GARAGE FLOOR 1 10' 1 15' I LOOKOUT ELEVATION 25.0' 2:1 GRND ELEVATION AT LO (XXX.X) CURB REAR PAD ELEVATION 6.0"---_� a% l 2% 31 MAX TOPSOIL '''' MIN. 25, ' 7' ' 18' 50' 60' PAD (UNLESS OTHERWISE NOTED) LOOKOUT (LO) E S H FINISHED GRADE PER R M SS GRADING PLAN W T EB GARAGE FLOOR 10" 115'' I( 3.5' BELOW GARAGE FLOOR J-, +L3:1 MA/X 1%MIN. G CURB 6.0" TOPSOIL FLR :Y9 ENSURE FULL BASEMENT PADS ARE DRAINED 60' PAD (UNLESS OTHERWISE NOTED) FULL BASEMENT (FB) NOTES: 1. GRADE (999.0) BEHIND EACH HOMESITE IS THE LOW GROUND ELEVATION AND PROPOSED TOP OF TOPSOIL, SUBGRADE SHALL BE DOWN 0.50 FEET. 2. ESTABLISH FINISH GRADE AT ALL 10' FRONT YARD UTILITY EASEMENT LOCATIONS. 3. THESE DETAILS REFERENCE A 9' POURED FOUNDATION WALL, AND A 0.7' DROP FROM REAR TOP FOUNDATION TO GROUND ELEVATION FOR ALL LOOKOUTS AND WALKOUTS. \\ \\ \\ \ \\ \\ \\\\ \\ 992`\ \ \ \\ \ \ \\ \\ 982 \\ \\ 988, CONSTRUCTION NOTES 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF CHANHASSEN OR DIRECTED BY THE ENGINEER 2. SAND AND SILT MUST BE REMOVED FROM THE POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF THE PROJECT. 3. BEGIN GRADING. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER. 4. INSPECT PONDS, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE, NPDES PERMIT 5. STREET SECTION - 2.0" WEAR COURSE 2.0" BASE COURSE 12" CLASS 5 BLUFF CREEK OVERLAY DISTRICT MONUMENT �j,EAN WATER 24" SELECT GRANULAR BORROW 6. DRIVEWAY SLOPES - MINIMUM -2.0% MAXIMUM -10.0% 7. FB, LO, WO PADS 3:1 MAX. ALL OTHER SLOPES 4:1 MAX (UNLESS NOTED) 8. CONTRACTOR TO REMOVE SEPTIC SYSTEM AND CAP WELL 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 ►i d_1 ;l &I 14f1: 9. 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. 10. RESTORATION -5.5 ACRES A. RESTORE ALL DISTURBED AREAS WITH 6" OF TOPSOIL, OR EXISTING ON-SITE ORGANIC MTRL. B. SEED POND SLOPES AND DETENTION AREAS WITH MN/DOT 310 OR BWSR P8 SEED MIX AT A RATE OF 100 LBS./ACRE AND FERTILIZE WITH 20-0-10 AT 100 LBS./ACRE. C. SEED ALL OTHER DISTURBED AREAS WITH MNDOT 250 AND FERTILIZE WITH 2O-0-10 AT 100 LBS./ACIRE AND BWSR SEED MIX FOR WETLANDS AT A RATE OF 100 LBS./ACRE AND DO NOT FERTILIZE. (UNLESS OTHERWISE NOTED) D. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. E. MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USE WOODFIBER BLANKET ON ALL SLOPES 3:1 (FT) OR GREATER. F. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET CONSTRUCTION IS COMPLETED. REFER TO CITY DETAILS 5302 & 5302A FOR APPROVED DEVICES. G. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. H. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. 11. 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. 12. BOULDERS MAY NOT BE USED ON WALLS TALLER THAN 6' IN HEIGHT 13. A HOMEOWNERS ASSOCIATION SHALL BE CREATED TO TAKE OWNERSHIP OF THE RETAINING WALLS 14. SILT FENCE: BEFORE GRADING - 1550 LF SILT FENCE: AFTER GRADING - 330 LF AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 15. ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPEACIES (E.G., ZEBRA MUSSELS, AND ALL EXISTING UTILITIES. EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS BASE FAWN 01 CAW 07/07/17 RPBCWD COMMENTS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DRA I H AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE F� I�:IU-! / l / LUC, ISM \ ilo SIF„/Y I lb/ / - J \992 TYPICAL LOT DETAIL r / / l , REMOVE EXIST iNG CULVERT "NOn* ; RIVEWAY, RESITORr '1 INCH ALONG �P 1,17 b,d i I P- c 983 i �< _ \>las14 ZK,980.0 0+5 0 AMP, / "18 `972 n m x979AI cb N m + V x 97B.o �o I I 974 �X A� F 6 // I ga\o1�tl Al �'8 335 LF SILT FENCE ; + I / 1 jl IJ I REMOVk FEp HT5.5 -HP-EO \\+ + dp 'EMOVE XIST NG J %/ )R (� _. CHAMVE IIIWITH'CL.3 /I RIP -RAP hO CY}AND. / I REMOV (CULVERT I AND IVE�WAY, I I I I REST RE DITCH 7j I ALONG CR 117 `�° osl 1 / 03 I 14 Iv / ��((----ll-- EXISTING DRIVEWAYS AND CULVERTS SHALL BE REMOVED AND THE DITCH SHALL BE RESTORED ALONG GALPIN BLVD (CR 117) DENOTES LOT CORNER ELEVATION DENOTES BLOCK DENOTES ADJACENT 94-� NUMBER GRADE TO LOW OPENING (50' TYP) DENOTES REAR OF DENOTES LOT BUILDING PAID (60' MIN.) NUMBER DENOTES BUIILDA13LE - PAD AREA DENOTES GARAGE - x FLOOR ELEVATION 1 DENOTES BASEMENT �- FLOOR ELEV/ATION sF 9%.1 DENOTES HOUSE DENOTES SPOT L09%6 ,��TYPE ELEVATION a LOf-moi DENOTES EASEMENT _ _GF 1001_5 _ _ I LINE �* DENOTES SETBACK U NE DENOTES LOT CORNER-��' _ ELEVATION ti0 R Z DRIVEWAY SLOPE & ORIEPNTATION (PER GRADING PLAN ELEVATIONS) CITY PROJECT NO. WN BY 0_2 TC_W 0_7/12/17 _ COUNTY COMMENTS SATHRE-BERGQUIST, INC. S EXPRESS WRITTEN AUTHORIZATION. USE W T OUT TCW 03 TCW 07/18/17 CITY COMMENTS SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w N SAT H RE-BERGQUIST, INC. - - - - - - - - _ - - - - - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. CHECKED BY 04 TCW --07/31/17 RPBCWD COMMENTS s �� a co 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 HA HA EN - - -- - - - - - - - - - - - - SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m DATE - - - - - - - - - - - - - - - - - - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING ROBERT S. OLSTAD, P.E. Ncti?�� MINNESOTA __ FROM ILLEGITMATE USE. 06/14/17 Date: Li �7 Lic. No. Z �LiZB FRS p�P 50 25 0 25 50 100 0000d SCALE IN FEET FILE NO. GRADING P LAN 37865-001-200 FAWN HILL 05 HP HOLDINGS, LLC. 11 \ / \ 9 5 Imo\ \ r l I l \ \\ \Q6, \ \\ . \\ \\ \ �_— // moi/ // '\\'� /�— 992\\ .2010 \\I \\ —____' -_.986- 1- i,_. \\ \ \ \ _ 9B9 Baia — — J - + « / : 0 Y i 9.0 - sea j / ✓ \ — 98a I tli+ I,�I % 9a2 _ ' 9aa _ — I I I I _ T� sso / 935 v o 7.59Y983.0 \ \ \ s, e / 3 — \ 980 co P 00 I �e \ �. //0 10 / -. sea.z �` \'�g9 �- \ y! I ,, sers I! I _ \\ \ 966 \� \\\ 4� \� " _® \\ — 19 ' i • `" `" CO F U' 2 �9�W _.—�_`--1978--.--ares � '1.1 q6 :' p_ __3HI98 11 �JG�7-- .'! 8i(_� _5. _ x 973.5 � _ N24 0 1 � T'\ II \ oa3 -974- _ 970 --� 1 lt)t� \ '1 _.,. \ - — - _. I I \�- :a ! I 1 6� + \\ \ \ �` 976 ' -i- \ \ \\ /\ } I I 11.0 / �'��yA '� Lo NC I 1 45 V A \ . O A 94 \ ,`, v aeowsee� ` V A C`) 1.... I LTJ 1 } 1 971.s =OF ® RA1 ✓ Erol � I 1 I / \ \\rs��\sig_`% _ j✓ / / \ 1 \� c c O / 7z m x .o \ �j�. �5IF \ \9n�,o \e9 \ `1/ eQ \ XV u / -- - 730 ❑ CT 9 ti LL° \ 411 Infiltlration Basra #1 / \ Iii MIWL-956'.0 yv _ Voma V��\1iiP-E0� v \ HWL-958.5 \ \ y AGv 62, \9s \\ \ \ \�, w p i <TNH- 974.15 \ / \ \�n 9"I h it n� 9 \ OUTLOT A `� / ��/',,, �!� sxv 9s6 v �v vv v vvv ` °F V �\ 96g W, Pond #1 9S �\ \ \ \ \ � \d \ \ .g�� ,e 2 — \ \ i\ I 11 NWL-956.a �' \\ �. "P \ V Hk/VL-958.5 V, �. y // \\ \ \ II I I I Ii I I 00 y ��—I� II Y 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. °o°�°° ROCK ENTRANCE BERM °o°o°o -------- SILT FENCE 3 CONCRETE WASHOUT INLET PROTECTION 9 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. RILEY PURGATORY BLUFF CREEK WATER SHED DISTRICT EROSION CONTROL NOTES a. Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible. b. Additional measures, such as hydraulic mulching and other practices as specified by the District must be used on slopes of 3:1 (H:V) or steeper to provide adequate stabilization. c. Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. d. Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be properly managed. e. All temporary erosion and sediment control BMPs must be maintained until completion of construction and vegetation is established sufficiently to ensure stability of the site, as determined by the District. f. All temporary erosion and sediment control BMPs must be removed upon final stabilization. g. Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted through soil amendment and/or ripping to a depth of 18 inches (8 inches for single-family home properties) while taking care to avoid utilities, tree roots and other existing vegetation prior to final revegetation or other stabilization. h. All disturbed areas must be stabilized within 7 calendardays after land -disturbing work has temporarily or permanently ceased on a property that drains to an impaired water, within 14 days elsewhere i. The permittee must, at a minimum, inspect, maintain and repair all disturbed surfaces and all erosion and sediment control facilities and soil stabilization measures every day work is performed on the site and at least weekly until land -disturbing activity has ceased. Thereafter, the permittee must perform these responsibilities at least weekly until vegetative cover is established. The permittee will maintain a log of activities under this section for inspection by the District on request. Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, Eurasian watermilfoil, etc.) to the maximum extent possible. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. 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 OF MINNESOTA. HERS S�R� o �`' F� e u= m SAT H R E-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 cNFRs P,�`' �-p CITY PROJECT NO. EROSION CONTROL PLAN FAWN HILL FILE NO. 37865-001-200 BASE -FAWN _ _ _ _ - _ _ - - - .,I- - - - _ - - - -- - - - - - - - - - - - -- - - - I I -- - - - - - - - I - - - - - - DRAWN BY HAN HASSEN MINNESOTA 06 TCW _ _ CHECKED BY RSM - - - - - - _ DATE - _ ROBERTS. OLSTAD, P.E. Z��ZB Date: O Li (7 Lic. No. 06/14/17 NOTES' I. Shape ar beck of buttress may wry as long as Paired against firm undisturbed earth. 2. Dmension C1 C2C3 Should bra Rego enough too make o gle 0 .,..I to r larder than 45'. 3. Dimension Ai.A2,A3 ahead be as large No .the without in erfermg with J brit.. 4. B - 45' Min'unum. 5. Plus. polyethylene betwIDED concrete & pipe. 6. All bends BE Wings shell be restrained with Megaaga trust lWtudints or ¢gull a - See IM PLAN PLAN 90' BILNDS PLAN 45' BENDS v®Ione S Nm. _ e - see nae n a �' TR N SH AU CRETE 5 ALL HE T S QUADRANT WITH R THIS OF PIPE raw MA -. N. � . •. .;.. .NM9NKBET EAR. CCNtl m SECTION A -A PLAN 22 1/2' BENDS E�pgp a�T CONCRETE 41�I��Nyr� THRUST ��11ll&IDLa BLOCKING PF 1,A E I'1,; f FFIv` BUTTRESS DIMENSIONS 7.0' COVER PIPE 22 1/2BEND 45' BEND BO' BEND/TEE SIZE 81 O1 B2 D2 33 D3 6" 1'-6" 11-1. 7^ 45 - 8" I'-5' V-5" 2; -1" V-6 7 6" 2 0" 12" I' id" 1 10 3-4" 2'-0' 4' 9' 2'-S" a NN +6' MJ aA c VALK wTA vpLSE BaN 27" 1 a Security 20" 3' 6' 2'-B' 5-6 Plate ECCENTRIC WATERTIGHT MANHOLE -d 5"O- 24" 4'-4" X-0" V-10" S-10 T_S" 30" MANHOLE T-3" 6'-0" T7-0 6, - PLAN PLAN 90' BILNDS PLAN 45' BENDS v®Ione S Nm. _ e - see nae n a �' TR N SH AU CRETE 5 ALL HE T S QUADRANT WITH R THIS OF PIPE raw MA -. N. � . •. .;.. .NM9NKBET EAR. CCNtl m SECTION A -A PLAN 22 1/2' BENDS E�pgp a�T CONCRETE 41�I��Nyr� THRUST ��11ll&IDLa BLOCKING PF 1,A E I'1,; f FFIv` _ T-;:-iH; i" Corporation stop Thrust blocking may be a Mega lug cap or plug W/Blue Core Calla. Tie back to the revious joint is required. P 1 After meeting the test requirements the air bleed line (if Installed) shell be disconnected at the plug with no additional Compensation, on . o e' A t . A water service top onearby hydrant may be used to bleed air out of the line. if approved by the engineer. MIT Op AIR BLEED UON17�M�➢11 DETAIL 'SEISE] n t PIAS NC �i0 EAG I .L. r-,�.:.Ta1ErlT 3 FLr . 11 a r.5\+ail p]'- lmffi 7E.NE L 7.0' COVER Eccentric side 'A xv fl"A"er a{ manhole TOP COVER REMOWO 1 e 66"br' ' I anti vuK PLAN VIEW Vers.' U Iran Casting R1755 -E & Lid aser detail 2111. p MIWINT Inner Lid 1-0 C o Tightening Screw 7^ 45 - - 6" Concrete Calla, _ No Rings EEa PILE Docket INo Lox FliESWaE sce Qvr�nek _- - r. Soot 2 a NN +6' MJ aA c VALK wTA vpLSE BaN 27" +]' WlE VKK (1TPILK q' 3) + /3• BALL vALvr T }) a Security 'd Saddle 0 Plate ECCENTRIC WATERTIGHT MANHOLE -d 5"O- " Rin .Wat 4 g 9ox et Six Mau,raF usnx. a nal -P AV ASPEa OETAL xn+..Emw off OF WATERTIGHT ii 25 MANHOLE REVISER ",a ENGINEERING DEPARTMENT PLATE Na,: 2105 1 1£ NAK:G FNG YE6 2705 ..wOUTMSWPIN1EmA19ASEPE _ T-;:-iH; i" Corporation stop Thrust blocking may be a Mega lug cap or plug W/Blue Core Calla. Tie back to the revious joint is required. P 1 After meeting the test requirements the air bleed line (if Installed) shell be disconnected at the plug with no additional Compensation, on . o e' A t . A water service top onearby hydrant may be used to bleed air out of the line. if approved by the engineer. MIT Op AIR BLEED UON17�M�➢11 DETAIL 'SEISE] n t PIAS NC �i0 EAG I .L. r-,�.:.Ta1ErlT 3 FLr . 11 a r.5\+ail ss Steel pliers Wlpensmo bolts Slab to be furnished wlh 27" Dia. offset opening PLAN VIEW R -1758-E Casting & Lid W, per detail 2111. Concrete Adjustment Rings, See Octad 2110. e" Thick Concrete GEN., z7" 2 St cps of 6" Precast Reinforced Manhole Slab R.G. or E ... I Add Mastic Between Frame And Rings 4B' CrispN Pressure Sewer Mable with Bock H.Shing Equipment and Valves 2" S20h and S20AS Or Equal Provide 2" Flange, Tee, (2) 90• Bond., and w 2 2 Dia. Tap Np le rvt Soddie. Double o Strap Reeuh d on 1� Dm, and Larger pipe. Smith MCI 313 or Equal >° Forcemain Concrete Co. 72'X6" Precast Reinforced Concrete Bose Stab. N� 1. When tin¢ manhae oro Dinh basin .D be in i constructed the ore f the traveled roadyywa,,y a rritne/agsrtNpeat and sign shall be inslali¢d next to the monhMa. all Of FORCEMAIN AIR RELEASE VALVE MANHOLE 7 DA E: weENGINEERING DEPARTMENT a\aE Scs zvs LAm 2'106 HYDRANTS SHALL BE CLOW MEDALLION (SHOWN) OR MUELLER SUPER CENTURION ALL HYDRANTS MUST BE PRE -APPROVED BY THE CITY & Mini RITIELIIVE TAPE WRAPPING. COIAU. MAOxETIZED EXISTING GR FUTURE TRACEit am MAN OR WNTRP LRK ONAKE PIB AND HYDRANT NEF6 R PER O AS VALK BOX SIRFCT GETAltS t 5300.s501.YA2 MW. 20% HYURANT BIKE 3' P• Alm EARN& SHALL BE11 LASItc AN RECUIRRED 10' TYPICAL MRAPFED PER _ SECIHW 203., NWE BAG CITY BEL FURNISH M= RA%STRAP AND STMAES5 STEEL RANO TD RE INSTALLED BY CONTRACTS .-We 9' L- VAIHWT Aoallmx COMPENSAIIOM I suits YARD OF GATE VALK IEE 1 I/2' GLEAR ROCX Mil ADAPTER AND 2 LAYERS Ya S•xn•x10• GOLD cDNPREIE aLGCIi FIXYETIYLENE (4 MIL) NOTES t. ALL HYDRANTS SHALL HAVE 'A££P M0.E5. z. HYDRANT SEARY .5, a s O 8E As PER MANUFACTURED RECOMNENDAnON DATA A fl J. ALL PANTED SUR CES SHALL 6E SUR,kCi TO TMW YEAR WARRANTY PEPo9O As NOTED W sECIKIi x94 UL THE DEA HAw S T MONSIXER. . & HYDALL JO T NSNAUL BE SHALL IND MA A A-LatcT MARKER. a ALL dpNT$ SHALL 8E KiSI(±TOV M MEGA -LOGS NEC AUUO •W O BE NT. S. ALL FOOT F TO I# PLWB 10 VfPTIC4l ANA, MAXIMUM ALLl114Af31E t0 BF I/2" FCR ANT o SECURE T. HYDRANT TO BE SECURELYSERVIG MIH PLASTIC KRAF DR BAC TO WPICAIE THAI IT 19 WT OF SERVICE TYPICAL HYDRANT INSTALLATION Rr Ea 1-rs ENGINEERING DEPARTMENT PLATE No.: 10,-M1 r E AAUE. oaeH •sir m 4 MINIMUM FEET OF RESTRAINED PIPE REQUIRED ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE INCREASE MINIMUM LENGTHS BY THE FOLLOWING AMOUNTS IF PIPE IS WRAPPED IN POLYETHYLENE. 50% INCREASE ON ALL DEAD ENDS. 20% INCREASE ON ALL BENDS. p]'- lmffi 7E.NE L 7.0' COVER he zap.`EArYYEEo uP Fawmlc OIjmR (TMGL [ 1) xv fl"A"er gE 66"br' ' I anti vuK Paessur, MIS (+w' CAL or A) Vers.' MANN I.. MIWINT la x A av evx SECnM C 9oa 1-0 C o 0 P r i4 - c am NATEavux 45 N S. REVILER 22.5 _ 90 EEa PILE 4" INo Lox FliESWaE sce acE - - wAlawux 2 ` .• FATE_VAIK NN +6' MJ aA c VALK wTA vpLSE BaN rip lfE 'CAL +]' WlE VKK (1TPILK q' 3) + /3• BALL vALvr T }) raj GIP N Toe aF J) f aim I Sr FTA . PRE. Rf Is- VALVE au'r I /r ruxcm recalls, Wenn. VALVC PLAN VIEW 5 Al D TING ANN Im As' P1lT' Mau,raF usnx. a nal -P AV ASPEa OETAL xn+..Emw AN P@ ozrNt /1.n0 APPPW. ]n' BWY ii 25 .EEG E CA(rrtiCnt tt A) 4 "WeRMONTGASH 0"T'sML) axr rix. uML Y kmoxv, S, z) ..wOUTMSWPIN1EmA19ASEPE 6 sI1PPoR5 le' mA . le oA WAry To SECTION A -A OAYDCu one M6 IACINEEA. PROCESS PRESSURE REDUCING VALVE MANHOLE N9155L 3 HNAL S"'. 1. INE... 91ALL or Affox.. aY THE ENG.l s.NEITENE ERE aaT4Tm MITA W1 hure C, hAv`,CNW OR LlA 1 VAIRT AND INIRNAL IxAm 9Y eLA HCATMEIERN Pa. ON McGskm Eval 12" TYPICAL PRESSURE pC�f� py� REDUCING VALVE COMDetf MANHOLE REvsED:3-rs ENGINEERING DEPARTMENT P1ATE AND, 1010 EILE NAME: c: Enc specs talo ss Steel pliers Wlpensmo bolts Slab to be furnished wlh 27" Dia. offset opening PLAN VIEW R -1758-E Casting & Lid W, per detail 2111. Concrete Adjustment Rings, See Octad 2110. e" Thick Concrete GEN., z7" 2 St cps of 6" Precast Reinforced Manhole Slab R.G. or E ... I Add Mastic Between Frame And Rings 4B' CrispN Pressure Sewer Mable with Bock H.Shing Equipment and Valves 2" S20h and S20AS Or Equal Provide 2" Flange, Tee, (2) 90• Bond., and w 2 2 Dia. Tap Np le rvt Soddie. Double o Strap Reeuh d on 1� Dm, and Larger pipe. Smith MCI 313 or Equal >° Forcemain Concrete Co. 72'X6" Precast Reinforced Concrete Bose Stab. N� 1. When tin¢ manhae oro Dinh basin .D be in i constructed the ore f the traveled roadyywa,,y a rritne/agsrtNpeat and sign shall be inslali¢d next to the monhMa. all Of FORCEMAIN AIR RELEASE VALVE MANHOLE 7 DA E: weENGINEERING DEPARTMENT a\aE Scs zvs LAm 2'106 HYDRANTS SHALL BE CLOW MEDALLION (SHOWN) OR MUELLER SUPER CENTURION ALL HYDRANTS MUST BE PRE -APPROVED BY THE CITY & Mini RITIELIIVE TAPE WRAPPING. COIAU. MAOxETIZED EXISTING GR FUTURE TRACEit am MAN OR WNTRP LRK ONAKE PIB AND HYDRANT NEF6 R PER O AS VALK BOX SIRFCT GETAltS t 5300.s501.YA2 MW. 20% HYURANT BIKE 3' P• Alm EARN& SHALL BE11 LASItc AN RECUIRRED 10' TYPICAL MRAPFED PER _ SECIHW 203., NWE BAG CITY BEL FURNISH M= RA%STRAP AND STMAES5 STEEL RANO TD RE INSTALLED BY CONTRACTS .-We 9' L- VAIHWT Aoallmx COMPENSAIIOM I suits YARD OF GATE VALK IEE 1 I/2' GLEAR ROCX Mil ADAPTER AND 2 LAYERS Ya S•xn•x10• GOLD cDNPREIE aLGCIi FIXYETIYLENE (4 MIL) NOTES t. ALL HYDRANTS SHALL HAVE 'A££P M0.E5. z. HYDRANT SEARY .5, a s O 8E As PER MANUFACTURED RECOMNENDAnON DATA A fl J. ALL PANTED SUR CES SHALL 6E SUR,kCi TO TMW YEAR WARRANTY PEPo9O As NOTED W sECIKIi x94 UL THE DEA HAw S T MONSIXER. . & HYDALL JO T NSNAUL BE SHALL IND MA A A-LatcT MARKER. a ALL dpNT$ SHALL 8E KiSI(±TOV M MEGA -LOGS NEC AUUO •W O BE NT. S. ALL FOOT F TO I# PLWB 10 VfPTIC4l ANA, MAXIMUM ALLl114Af31E t0 BF I/2" FCR ANT o SECURE T. HYDRANT TO BE SECURELYSERVIG MIH PLASTIC KRAF DR BAC TO WPICAIE THAI IT 19 WT OF SERVICE TYPICAL HYDRANT INSTALLATION Rr Ea 1-rs ENGINEERING DEPARTMENT PLATE No.: 10,-M1 r E AAUE. oaeH •sir m 4 MINIMUM FEET OF RESTRAINED PIPE REQUIRED ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE INCREASE MINIMUM LENGTHS BY THE FOLLOWING AMOUNTS IF PIPE IS WRAPPED IN POLYETHYLENE. 50% INCREASE ON ALL DEAD ENDS. 20% INCREASE ON ALL BENDS. THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EDITION OF "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE", AS PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA). THE TABLE ASSUMES COH-GRAN SOIL AND TYPE LAYING CONDITIONS. REFER TO DIPRA FOR MINIMUM LENGTHS IF DIFFERENT SOIL OR EATING CONDITIONS mARREE ENCOUNTERED. W� IUt 01 RESTRAINED PIPE `MGMREQUIREMENT FOR DIP .b 11 REVISEa:2 06 PIATE NO.: ENGINEERING DEPARTMENT 1011 FIEF NWEL: ENC SPECS 1011 ilr� / i \��% r PLAN \REW a / 1 ADD MASTIC BETWEEN PROVIDE I&I BARRIER ON ALL SANITARY fRAME AND RINGS SEWER MANHOLES (SEE PLATE 2109) MANHOLE CASTING, LA & ADJUSTING RINGS AS PER DUAL PLATES (2110 & 2111.) e CONCRETE COLLAR 7.0' COVER 27" 1 ].5' COVER 1-4 ALL JOINTS IN MA1ei0LE 10 HAVE "WRING 8.0' COVER RUBBER GASKETS. MB-SHOLD EXTERNAL PIPE SIZE 22.5 45 DEAD 90 ENO 22.5 45 DEAD 90 END 22.5 45 90 DEAD ENO 4" 2 3 8 78 2 3 8 78 1 3 8 17 6" 2 5 12 26 2 5 ii 25 2 4 11 25 e" 3 6 15 34 3 6 15 33 3 6 14 32 12" 4 9 22 50 4 9 21 48 4 8 20 46 16" 6 12 29 65 5 11 27 63 5 11 26 61 20" 7 15 35 80 7 14 34 77 6 13 32 75 24" 8 17 41 95 8 16 40 92 8 16 38 89 30" 10 21 50 117 70 20 48 113 9 19 4L17 36" 12 24 59 138 11 23 57 133 11 22 5 42•' 13 28 67 159 13 27 65 153 12 26 6 48" 15 31 75 179 14 30 72 173 14 29 6 THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EDITION OF "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE", AS PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA). THE TABLE ASSUMES COH-GRAN SOIL AND TYPE LAYING CONDITIONS. REFER TO DIPRA FOR MINIMUM LENGTHS IF DIFFERENT SOIL OR EATING CONDITIONS mARREE ENCOUNTERED. W� IUt 01 RESTRAINED PIPE `MGMREQUIREMENT FOR DIP .b 11 REVISEa:2 06 PIATE NO.: ENGINEERING DEPARTMENT 1011 FIEF NWEL: ENC SPECS 1011 ilr� / i \��% r PLAN \REW a / 1 ADD MASTIC BETWEEN PROVIDE I&I BARRIER ON ALL SANITARY fRAME AND RINGS SEWER MANHOLES (SEE PLATE 2109) ecr.,ON VIEW B• THICK x T-6' DIAMETER PRECAST CONCRETE SLAB WIN 14 0 8" E.W. NOTES, 1. WALLS TO SE CONSTRUCTED OF PRECAST SECTORS. 2 WHEN THE MANHOLE M CATCH BASIN STRUCTURE 15 CONSTRUCTED WTSNE THE TRAWLED ROADWAY A SE POST AND SAM SHALL BE INSTALLED NEXT TO THE MANHOLE, affff TOP SLAB MANHOLE 48" DIA. SECTION -rs k NG DEPARTMENT vu1E No.: 2107 q Strael PE MANHOLE CASTING, LA & ADJUSTING RINGS AS PER DUAL PLATES (2110 & 2111.) e CONCRETE COLLAR 6' Metal fence post Variable 27" top 6' painted blue. PRECAST ECCENTRIC REDUCER SECRON 1-4 ALL JOINTS IN MA1ei0LE 10 HAVE "WRING Type "K" Copper RUBBER GASKETS. MB-SHOLD EXTERNAL 4'-O" SEALS AS REWIRED BY THE ENGINEER. min. size 3" thick & 32 B' THICK x 7'-6' DIAMETER PRECAST Water No. CONSCREM SLAB WITH 14 W 8" EA - 2-14 BARS ALL SIDES OF OPENING shall piece of piping, splices will not be one con tto tin SEARED WITH 2 BEADS 2.11 of the wotermoin specifications. OF RAMNEK OR EQUAL G. Saddles shall be Smith Bloir 371-372 or approved equal as per section 2.14 of the watermoin specillcotions. li MM KOR-N-SEAL MANHQUE DECLARED. ecr.,ON VIEW B• THICK x T-6' DIAMETER PRECAST CONCRETE SLAB WIN 14 0 8" E.W. NOTES, 1. WALLS TO SE CONSTRUCTED OF PRECAST SECTORS. 2 WHEN THE MANHOLE M CATCH BASIN STRUCTURE 15 CONSTRUCTED WTSNE THE TRAWLED ROADWAY A SE POST AND SAM SHALL BE INSTALLED NEXT TO THE MANHOLE, affff TOP SLAB MANHOLE 48" DIA. SECTION -rs k NG DEPARTMENT vu1E No.: 2107 q Strael PE D&U Variable Easement 6' Metal fence post Variable denoting curb box, top 6' painted blue. Curb box with 1 1/t' standpipe and stationary rad M Water Service sI" Type "K" Copper in 1"XT" Corporation Cock Concrete brick support min. size 3" thick & 32 S . In. 9 Water No. NOSES: 1, Do not plug end of curb stop. 2. Add 6" crimped i tall to curb stop. p P 9 3. The copper service line between themain and curb box shall piece of piping, splices will not be one con tto tin a. Corporation cock to be of the quick compression type as abated in section ra b stated 2.11 of the wotermoin specifications. 5. All taps require use of stainless steel saddles as all mains. G. Saddles shall be Smith Bloir 371-372 or approved equal as per section 2.14 of the watermoin specillcotions. CPfIUf TYPICAL Mueller No. H-10361 26" WATER (HOW SERVICE RE S1 0: 1D-16 ENGINEERING DEPARTMENT PLATE NO.: iQ05 riLE NAeL G:\ENG SPEf.S 1064 PL VARIABLE I _.--.- METAL TEE POSTS INSTALLED FROM INVERT TO 3' ABOVE FINISH GRADE TOP 6" PAINTED GREEN. 3' LT- IN Within d" tli the Surface DRQP-UD N The o:slNnce From No OVERLAP ON TEE POSTS _ DRAWN BY 02 TCW 07/12/17 COUNTY COMMENTS l27" 1--i a WYE PLUGGED ETID I IIF �'1=L�� N P AR RELEASE VALK Ari . m Tyler No, 6860 26" r 45 DEGREE BEND Mueller No. H-10361 26" ¢ provide 12" of adjustment B' PVC 60R-26 PIPE LAIN. SLOPE 1/4' PER FOOT H TWO EY.TRA BAR y VN, --- SERVICE MARKER PIPE DIAMETER MINN. (SEE NOTE 829 SANITARY SEVER GRAVITY MAIN NOTES 1. SOLVENT WELD ALL. JOINTS. (NON GASNETI _. WHEN SANITARY SEWER SERVICE i9 NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH, INSTALL A HEAVY METAL TEE POSTS FROM INVERT TD V ABOVE FINISHED GRADE AND PARTY TOP 6" OF POST FLORESCENT GREEN PMT. 1 CLEANOUT REWIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4. ALL PIPE SHALL SE BEDDED ON GRANULAR BEDDING (3149.2-F) OR COURSE FILTER AGGREGATE (3149.2-H). �q f 4111 o TYPICAL SANITARY 3 aca, 5114 shot(, size Pl D. SEWER SERVICE Na. 60 24" Mueller No. Se 14" ( LESS THAN 16' DEEP) REV6EO:lo-16DIANE ETIGINEERING DEPARTMENT No.: 2001 FlLE NAME:G ENG 4PEf,5 sal ONE EXTRA BAR IN BOTTOM 7.5' Minimum cover required A �� I A Moeller No. 0-10361 SLOB TO +��- PIOWde Valve Stem Risers LT- IN Within d" tli the Surface DRQP-UD N The o:slNnce From 11 I-41�_T The Tap Nut Of The Velve To DRAWN BY 02 TCW 07/12/17 COUNTY COMMENTS l27" 1--i Grad. 07 11 I IIF �'1=L�� N P AR RELEASE VALK Ari Ad Vel top to 3/4" below Tyler No, 6860 26" grade. Box to he ..1 la Mueller No. H-10361 26" I -1- ikF provide 12" of adjustment 9TbeyStn-LvaN Na. V15502 2)" H TWO EY.TRA BAR IN BOTTOM PLAN OF COVER Tyler No 6860lle CaNLAErt COLLAR COVER DIA. Muer Na. H-10357 K j7 Bbb,Ste-Croix B-5001 Iyer Na 58 1;^ 27" Gate valve DNA, screw Type, SOL 9E hEfAIC A zn0. 2"0. MANHOLE DIA 3 aca, 5114 shot(, size Pl D. E Na. 60 24" Mueller No. Se 14" MARNOIE sECoxs SECTION A -A = N No 59 20' S OUA.D. CCR tiro WmIS COVER REWIRMENTS affewho .1. UNIVERSAL BibbyA57". S. UO -CAST WAT Iish, ASTM A-48 [CASs END MANHOLE COVER WEIGHT OF BOTTOM T K TOP r 8µL VALVE Gale Valve Adapter: 1/4" DIAMETER DIAMETER SECTION BARS HRS Steel With PmtectiveE T VB52No. 59 20" 48 8" 1140 LBS. 6 6 NO. 50 6 VB52No. 60 26" Gasket Installed Between 54' 65" 20M LBS. 8" 6" NO. 50 6" The Gale VNlve And y... COMPACYcO SANG flLL 60- ]"" 2525 LBS. 8" 7' N0. 50 4 NO. 30 6 6' 66 79 3105 LBS. 8 7 N0. 5@ 44 NQ. 6 ie1MFOR(YD CONCRETE BASE 72 e6 3740 139. 8 8 _N_0__3W N 30 6 78 9 " 4403 LBS, B 8 N0. 50 4 N0. 30 4 C� MANHOLE $4" 5710 LSS. S" 9" NO. 50 4" N0, 36 4" Conforming to AWWABox to be 90" 1" 5840 LBS 8' 9" NO. 50 4' NO. 30 4 36 &Sets and 2Bronze i 6680 LBS. N 50 4 N0. 4 Operating Nut. 112 119^ 7450 HSS. V 9" N0. 50 '1- 30 4 BASE 8"x8"x16" Conaete Block Off ff TYPICAL GATE VALVE MANHOLE AND BOX INSTALLATION 608I1119WWD11 �C�PyI1i��Opf� TOP SLAB REN=.Eos-tD ENGINEERING DEPARTMENT PLATE nal.: 21 Dg FILE NAME: C: fe SPECS 2ID3 PL VARIES P' - Metal Tee posts installed from invert to 3' above finish grade tap 6" painted 1 green. J� is a C, •. c v iv _ T al ° Bend as Needed FIRMP, `(Xi,Y1.21) (X2,Y .z2).. °w Lk 'XO ,Yo.o2 Min. Slope = 1/4"/Ft. I Limits of Excavation Service Marker 6" PVC SDR -26 Wye & service line. (see note $6 below) Tomped Fill Tee or Wye and 45' bend JI 1 C.Y. Generate Encasement `-Sanitary Sewer NOTES: L Solvent Weld oil Joints. (Non Gasketed) 2. When Sanitary Sewer Service is not Accompanied by a Water Service in the Same Trench, Install 0 6" Heavy Metal Fence Post Next to 2 x 2 Marker and Paint Top 6" of Post Florescent Green. 3. The Use of Bends Shall be Restricted to the Two Shown on This Detait. 4. Cleonouts are Required an Private Property If Distance from Main to House Exceeds 90 Feet. 5. (X%,Yy,2z)COardinctes of service line at any & all bends of ROW (in Carver County Coordinates). 6. When depth is greater than 26' C-900 pipe shall be used for sonitory sewer mainlnes and risers. CITfof SANITARY SERVICE RISER CEM (GREATER THAN 16' DEEP) eEv!sea:2-lE ENGINEERING DEPARTMENT I PLATE NO.: 2002 PLE amara m \Tile , res\2r,<,r "In BARRIER" INNER MANHOLE RING SEAL 6" CONCRETE COLLAR MANHOLECASTWG & LID AS PER DETAIL PLATES (2110 & 2111) HDPE, EPP OR PRECAST CONCRETE ADJUSTING RINGS lnfrlfeal MiUVn VLC CONE SECTION 27 MANUFACTURES SEALANT OR MASTIC SEAL BETWEEN I&I BARRIER AND STRUCTURE 46 IN -SHIELD EXTERNAL SEALS AT BARREL AND CONE SECTION JOINTS ON SANITARY APPLICATIONS OR APPROVED EQUAL AS REQUIRED BY THE ENGINEER. N,) -T iSSn 1. TRIM TOP OF SEAL TO V ABOVE TOP OF RINGS. CASTING SHWLD NOT REST ON SEAL. 2. PLACE "MASTIC' ON TOP OF CONE SECTION AND BENEATH SEAL. 3. NOT TO BE USED WHEN THERE ARE NO RINGS OR MORE THAN 18" OF ADJUSTMENT RINGS. Mao BARRIER REV SLD:TO-l6 PLATE NO.: ENGINEERING DEPARTMENT 2708 FILE NICK: G'. EMG SPECS`2109 DROP LID 7.5' Minimufm carer required wA1m Tyer No. 68'00 over top of, water mato. Mueller No, H-10361 Bibby -Ste -Craw No. 8-5160 Provide Vnliw Stam Risers To Within 5" Of The Surface if The DlstmNe From The TOP HOT Of The Valve To The S.,F.Ce Is Greater Than 8'. Gross TOP Adlbsll top to 3/4" below Ty.r No. 6850 26" grade. Box to as set to Mueller No. H-10361 26" provldle 12" of adjustment. Bibby -Ste -Croix No. V6502 27" Tyer INC.r. H- Mualwn to mix B ] EXTETyer�giOJN Gore lva Crohl a'.. 01t Tyer No. 58 14" Oato valve box. screw type, No. 59 No. 60 24 3 piece, 5 1/4" shalt, elle Mueller rya E$ 14" G box, 7'-6 extended. No. 59 20" Bibbyy-Ste-Croix Valve and box to be plastic OEM Na. 57 9" wrapped as par section 203a V8521 No. 56 14" VI No. 59 20" VB523 Na. 60 26" TVD, No. 6850 65' Mueller N. H-10361 65' BetlerV, Varve 9ox Bibby -Ste -Croix No. VB516 60" Adopter End Vew 9utterffy Valve (16" or larger) Dresser 450, Henry Pratt GVEAGC og, Line Sed III Mueller 1508 Kennedy, American Or opproved equal. with alt stemless sfee nuts & bats. ._• i f��pt(t�$"%8••x16" $Olid Concrete blocks CM10F TYPICAL BUTTERFLY VALVE AND BOX INSTALLATION REVISED: 3-76ENGINEERING DEPARTMENT 1 PUTS No.: _ Vf, NAME C A.,_._, $PEGSIM] A.. -MAA an •acro / SECTION VIEW os Mom ouckene el pawl bate o 6' rm IV d., Or les., ord 1nrraorar 1' M 1R"OWENN or e'atry 4' nl C xN yeVtrr thor W. Makhro uAlfir , Fe ane Anuch,g ranee (Ma. Plate, zoo At 2111) Provide Did lemlor ON ag ANWAY M - m.mM(.. plate 21ae) e" C.'One9 Wla, -M TMnta in m NDNh, to hex o•Ym0 W. bor�o i d mE doennaxpe Wewc, nnnwnls" fulicoilms a awe AA ea W. A minimum of 2 shat -101 rtsms 1. ba uvad Mmfly wow sane iENNSAO AN, shall the cut out fix. ooh N. dace e( .1. -xw-e-swl ,ego's. - Fronk rem. meet e. 1/2 of Per, dlometm -a bmwfiec Moore 2" L um ft INved NOM 1. KEN -son Nwnh. or equal cm5i old -EACh r, Gtemes, S. NI Cog ke-I ..I bo Om"Lea w Mvae and wl.Me. 3. All,, the manhole seu"_tue, b rosen.. ONDAW Of iroaaka ,..dwy a strode est and SVA. (Mx) Shall be ie.t.f. -.1 10 the marieu.. C Mum oumrol W -2"t Wiluxu lg r'mgs, maximum of 3 oaths TNI Ymg9 m a NGM of IF of stsck Might n C��y�1��p STANDARD SANITARY CIAR �DLT� MANHOLE i£NSEO. 3-rtP1AtE Np: ENGINEERING DEPARTMENT 2101 FILE mANe 14\En:clSPfcsf,alar =j.--2" BIT. WEAR I&1 BARRIER REQUIRED ON 12" BIT BASE SANITARY STRUCTURES ONLY 1 SEE DETAIL 2109 It. 2-2"ADJ. RINGS MAX. 3 ADJ. RINGS 6" THICK CONCRETE gp COLLAR NOTE: 2 -PIECE COVER RISER RINGS ARE; NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL & UD 2111. BITUMINOUS BASE OR BINDER N MANUFACTURES SEALANT HOPE, EPP OR BETWEEN FRAME AND RINGS PRECAST CONCRETE ADJUSTING RINGS r.. I&I BARRIER REWIRED ON 17' 6' THICK CONCRETE SANITARY STRUCTURES ONLY COLLAR SEE DETAIL 2109 BIT. BASE OR BINDER COURSE ADJ.. DETAIL NOTES: 1, PRECAST CONCRETE ADJUSTING. RINGS SHALL BE BEDDED WITH 1/4" TO i/2" MORTAR. 2. HOPE AND EPP ADJUSRNGRINGS SHALL BE INSTALLEED WITH MANUFACTURES SEALANT OR APPROVED EQUAL 3. ALL ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTRNG TO CONE. 4. WOOD SHIMS NNLOTT PERMITTED TO SE USED IN ADJSDS ING RING aftof MANHOLE ICASTING AND ADJUSTING DETAIL REv sEo lD-1s ENGINEERING DEPARTMENdT PIATE No.: FR£ NAAE G: INGy'PECS 11D z 11 Q 7.5' Minimum cover required wmW TM& Na. 6860 aver tap or walm main. Moeller No. 0-10361 SLOB TO rg BIRE, le -Croix As 8-5160 PIOWde Valve Stem Risers NA2]' ONDET IN Within d" tli the Surface DRQP-UD N The o:slNnce From TCW 01 CAW 07/07/17 RPBCWD COMMENTS The Tap Nut Of The Velve To DRAWN BY 02 TCW 07/12/17 COUNTY COMMENTS The S rke. Is Greater Than 8•, Grad. 07 11 CHECKED BY 04 TCW 07/31/17 RPBCWD COMMENTS N P AR RELEASE VALK East .waSSHOICSEe 56]4 - sTdiM xars Ad Vel top to 3/4" below Tyler No, 6860 26" grade. Box to he ..1 la Mueller No. H-10361 26" saw - wATm MAxxoLEs provide 12" of adjustment 9TbeyStn-LvaN Na. V15502 2)" 0 1 Tyler No 6860lle CaNLAErt COLLAR _ Muer Na. H-10357 Bbb,Ste-Croix B-5001 Iyer Na 58 1;^ Gate valve DNA, screw Type, SOL 9E hEfAIC A zn0. 2"0. Na 59 18' 3 aca, 5114 shot(, size Pl D. Na. 60 24" Mueller No. Se 14" MARNOIE sECoxs G 7'-6 extended. ,6 round pas. N No 59 20' S OUA.D. CCR tiro WmIS affewho .1. UNIVERSAL BibbyA57". S. UO -CAST WAT Iish, ASTM A-48 [CASs END ABIV OR EOWL T- VB52a. 57 9'• r 8µL VALVE Gale Valve Adapter: 1/4" EtllCENfD PXM101E pEiNL VB52N. 50 14" Steel With PmtectiveE T VB52No. 59 20" e. NLGnTS: iRANE I.Lbs / uO 122 Les Coating, 1/2" Rubber VB52No. 60 26" Gasket Installed Between S a: b f The Gale VNlve And y... COMPACYcO SANG flLL MANHOLE CASTINGS 2_z Gale Valve AdopterTye.No. 6' 6860 65'MuellerNa REVISED. 3-1671 cO EM rmmG ie1MFOR(YD CONCRETE BASE N-10361 65' SIDE SAAR RORrGRaNG OCTAL Clow Mueller or Bibby -No. Y8516 60' AIR RELIEF Approved EqualResilient C� MANHOLE a£wso:3-as Wedge Valve ENGINEERING Conforming to AWWABox to be C-509 Standards With BOTTOM pped per Stainless Steel Nuts 36 &Sets and 2Bronze Operating Nut. 7�HE BASE 8"x8"x16" Conaete Block Off ff TYPICAL GATE VALVE AND BOX INSTALLATION IRl0. :S-lfi ENGINEERING DEPARTMENT PLATE Na.: 1006 all NAM" NG C$ loop PL VARIES P' - Metal Tee posts installed from invert to 3' above finish grade tap 6" painted 1 green. J� is a C, •. c v iv _ T al ° Bend as Needed FIRMP, `(Xi,Y1.21) (X2,Y .z2).. °w Lk 'XO ,Yo.o2 Min. Slope = 1/4"/Ft. I Limits of Excavation Service Marker 6" PVC SDR -26 Wye & service line. (see note $6 below) Tomped Fill Tee or Wye and 45' bend JI 1 C.Y. Generate Encasement `-Sanitary Sewer NOTES: L Solvent Weld oil Joints. (Non Gasketed) 2. When Sanitary Sewer Service is not Accompanied by a Water Service in the Same Trench, Install 0 6" Heavy Metal Fence Post Next to 2 x 2 Marker and Paint Top 6" of Post Florescent Green. 3. The Use of Bends Shall be Restricted to the Two Shown on This Detait. 4. Cleonouts are Required an Private Property If Distance from Main to House Exceeds 90 Feet. 5. (X%,Yy,2z)COardinctes of service line at any & all bends of ROW (in Carver County Coordinates). 6. When depth is greater than 26' C-900 pipe shall be used for sonitory sewer mainlnes and risers. CITfof SANITARY SERVICE RISER CEM (GREATER THAN 16' DEEP) eEv!sea:2-lE ENGINEERING DEPARTMENT I PLATE NO.: 2002 PLE amara m \Tile , res\2r,<,r "In BARRIER" INNER MANHOLE RING SEAL 6" CONCRETE COLLAR MANHOLECASTWG & LID AS PER DETAIL PLATES (2110 & 2111) HDPE, EPP OR PRECAST CONCRETE ADJUSTING RINGS lnfrlfeal MiUVn VLC CONE SECTION 27 MANUFACTURES SEALANT OR MASTIC SEAL BETWEEN I&I BARRIER AND STRUCTURE 46 IN -SHIELD EXTERNAL SEALS AT BARREL AND CONE SECTION JOINTS ON SANITARY APPLICATIONS OR APPROVED EQUAL AS REQUIRED BY THE ENGINEER. N,) -T iSSn 1. TRIM TOP OF SEAL TO V ABOVE TOP OF RINGS. CASTING SHWLD NOT REST ON SEAL. 2. PLACE "MASTIC' ON TOP OF CONE SECTION AND BENEATH SEAL. 3. NOT TO BE USED WHEN THERE ARE NO RINGS OR MORE THAN 18" OF ADJUSTMENT RINGS. Mao BARRIER REV SLD:TO-l6 PLATE NO.: ENGINEERING DEPARTMENT 2708 FILE NICK: G'. EMG SPECS`2109 DROP LID 7.5' Minimufm carer required wA1m Tyer No. 68'00 over top of, water mato. Mueller No, H-10361 Bibby -Ste -Craw No. 8-5160 Provide Vnliw Stam Risers To Within 5" Of The Surface if The DlstmNe From The TOP HOT Of The Valve To The S.,F.Ce Is Greater Than 8'. Gross TOP Adlbsll top to 3/4" below Ty.r No. 6850 26" grade. Box to as set to Mueller No. H-10361 26" provldle 12" of adjustment. Bibby -Ste -Croix No. V6502 27" Tyer INC.r. H- Mualwn to mix B ] EXTETyer�giOJN Gore lva Crohl a'.. 01t Tyer No. 58 14" Oato valve box. screw type, No. 59 No. 60 24 3 piece, 5 1/4" shalt, elle Mueller rya E$ 14" G box, 7'-6 extended. No. 59 20" Bibbyy-Ste-Croix Valve and box to be plastic OEM Na. 57 9" wrapped as par section 203a V8521 No. 56 14" VI No. 59 20" VB523 Na. 60 26" TVD, No. 6850 65' Mueller N. H-10361 65' BetlerV, Varve 9ox Bibby -Ste -Croix No. VB516 60" Adopter End Vew 9utterffy Valve (16" or larger) Dresser 450, Henry Pratt GVEAGC og, Line Sed III Mueller 1508 Kennedy, American Or opproved equal. with alt stemless sfee nuts & bats. ._• i f��pt(t�$"%8••x16" $Olid Concrete blocks CM10F TYPICAL BUTTERFLY VALVE AND BOX INSTALLATION REVISED: 3-76ENGINEERING DEPARTMENT 1 PUTS No.: _ Vf, NAME C A.,_._, $PEGSIM] A.. -MAA an •acro / SECTION VIEW os Mom ouckene el pawl bate o 6' rm IV d., Or les., ord 1nrraorar 1' M 1R"OWENN or e'atry 4' nl C xN yeVtrr thor W. Makhro uAlfir , Fe ane Anuch,g ranee (Ma. Plate, zoo At 2111) Provide Did lemlor ON ag ANWAY M - m.mM(.. plate 21ae) e" C.'One9 Wla, -M TMnta in m NDNh, to hex o•Ym0 W. bor�o i d mE doennaxpe Wewc, nnnwnls" fulicoilms a awe AA ea W. A minimum of 2 shat -101 rtsms 1. ba uvad Mmfly wow sane iENNSAO AN, shall the cut out fix. ooh N. dace e( .1. -xw-e-swl ,ego's. - Fronk rem. meet e. 1/2 of Per, dlometm -a bmwfiec Moore 2" L um ft INved NOM 1. KEN -son Nwnh. or equal cm5i old -EACh r, Gtemes, S. NI Cog ke-I ..I bo Om"Lea w Mvae and wl.Me. 3. All,, the manhole seu"_tue, b rosen.. ONDAW Of iroaaka ,..dwy a strode est and SVA. (Mx) Shall be ie.t.f. -.1 10 the marieu.. C Mum oumrol W -2"t Wiluxu lg r'mgs, maximum of 3 oaths TNI Ymg9 m a NGM of IF of stsck Might n C��y�1��p STANDARD SANITARY CIAR �DLT� MANHOLE i£NSEO. 3-rtP1AtE Np: ENGINEERING DEPARTMENT 2101 FILE mANe 14\En:clSPfcsf,alar =j.--2" BIT. WEAR I&1 BARRIER REQUIRED ON 12" BIT BASE SANITARY STRUCTURES ONLY 1 SEE DETAIL 2109 It. 2-2"ADJ. RINGS MAX. 3 ADJ. RINGS 6" THICK CONCRETE gp COLLAR NOTE: 2 -PIECE COVER RISER RINGS ARE; NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL & UD 2111. BITUMINOUS BASE OR BINDER N MANUFACTURES SEALANT HOPE, EPP OR BETWEEN FRAME AND RINGS PRECAST CONCRETE ADJUSTING RINGS r.. I&I BARRIER REWIRED ON 17' 6' THICK CONCRETE SANITARY STRUCTURES ONLY COLLAR SEE DETAIL 2109 BIT. BASE OR BINDER COURSE ADJ.. DETAIL NOTES: 1, PRECAST CONCRETE ADJUSTING. RINGS SHALL BE BEDDED WITH 1/4" TO i/2" MORTAR. 2. HOPE AND EPP ADJUSRNGRINGS SHALL BE INSTALLEED WITH MANUFACTURES SEALANT OR APPROVED EQUAL 3. ALL ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTRNG TO CONE. 4. WOOD SHIMS NNLOTT PERMITTED TO SE USED IN ADJSDS ING RING aftof MANHOLE ICASTING AND ADJUSTING DETAIL REv sEo lD-1s ENGINEERING DEPARTMENdT PIATE No.: FR£ NAAE G: INGy'PECS 11D z 11 Q Trawde I &' SNn'er an an Sanitary Sewer Manholes (See Plate 2109) - Cut ben from DIP .' join with Stainless Steal repair shore, ,or approved equal :e Nan-com Olve -J blocking between pipe end MH wall. PVC Bend Section Manhole Cdsbrvg, Lid and Otll -ann Rings (See plates 2110 & 2.1 6" Concrete Couch DIP to PVC a s er 1 4' section. ' NATES: 7.- L Kor-n-seal manhole or apnreved equol. 2 Pipe shall be at push .;ti How. face of wall. 3. All dog houses Chas be On the Nside and outside. 4. Precast 'overt shod be 1/2 Dia. of rpe and benches sloped toward invert. S. When the manhole or Catch basin is constructed outside the traveled roadway a witness post and sign shell be NERAled next to fine mOnhow, SF�TION VIEW Minimum thickness of precast base is 6" for 14' deep or IBNR, and increases 1" in thickness for every Shortened 90' bend resting On 4' of depth greater MNn 14' deep. p.efarmed Channel to direct Now downsh.am SANITARY SEWER INSIDE DROP MANHOLE Evs£o:3-1s ENGINEERING DEPARTMENT PLAIF Go.' HANE'^. G CS 2104 1 3/6' 2 1/<' J- sm nusx e MAM ERWI£ W W SFA 114 - Of M9sTN1r i-GA9(ET. 1/le PCHE (5o Dexo) T-YA."CEM.N PxYJ1a1 WAX GkOR D UX USED FOR SAWARY AND WATER MANDI NO. - AA.A x"1. GW�M�Bs. • E6 REVISIONS SLOB TO NANSM NUNN pI 32 NA2]' ONDET 0P DETAIL SHEETS FAWN HILL HP HOLDINGS, LLC. @ENI TCW 01 CAW 07/07/17 RPBCWD COMMENTS 4\i DRAWN BY 02 TCW 07/12/17 COUNTY COMMENTS CONCEAa SA ARY OUS 07 11 CHECKED BY 04 TCW 07/31/17 RPBCWD COMMENTS RSM AR RELEASE VALK East .waSSHOICSEe 56]4 - sTdiM xars 06/14/17 PLAN VIEW ' -MANHOLE RARE N -1756-E & uB saw - wATm MAxxoLEs As PER DETML shl 0 1 CaNLAErt COLLAR �RAMNEax aR EWat 1`% NT Re r'S RIETEUV`A` AIf 1.B� ATRoe Dacca CAMEO WT IN SOL 9E hEfAIC A zn0. 2"0. We STANOADO PPEGIST yI 3/6 MARNOIE sECoxs g N n RANG GASKET Oxo vol sono S OUA.D. CCR tiro WmIS affewho .1. UNIVERSAL S. UO -CAST WAT Iish, ASTM A-48 [CASs END ABIV OR EOWL T- r 8µL VALVE a.. FLUSH EtllCENfD PXM101E pEiNL WRP. wATE¢ .. To HAM£ 2• MA1 e. NLGnTS: iRANE I.Lbs / uO 122 Les MMT SPACE BETWEEN WATER MAN AND MANHOLE WALL S a: b f y... COMPACYcO SANG flLL MANHOLE CASTINGS 2_z 6' ]2'% m 6" PR0.5l REVISED. 3-1671 cO EM rmmG ie1MFOR(YD CONCRETE BASE SECTION VIEW SIDE SAAR RORrGRaNG OCTAL aff OF AIR RELIEF DEPARTMENT C� MANHOLE a£wso:3-as ENGINEERING DEPARTMENT R!E NWE: ENG SP '\',O Trawde I &' SNn'er an an Sanitary Sewer Manholes (See Plate 2109) - Cut ben from DIP .' join with Stainless Steal repair shore, ,or approved equal :e Nan-com Olve -J blocking between pipe end MH wall. PVC Bend Section Manhole Cdsbrvg, Lid and Otll -ann Rings (See plates 2110 & 2.1 6" Concrete Couch DIP to PVC a s er 1 4' section. ' NATES: 7.- L Kor-n-seal manhole or apnreved equol. 2 Pipe shall be at push .;ti How. face of wall. 3. All dog houses Chas be On the Nside and outside. 4. Precast 'overt shod be 1/2 Dia. of rpe and benches sloped toward invert. S. When the manhole or Catch basin is constructed outside the traveled roadway a witness post and sign shell be NERAled next to fine mOnhow, SF�TION VIEW Minimum thickness of precast base is 6" for 14' deep or IBNR, and increases 1" in thickness for every Shortened 90' bend resting On 4' of depth greater MNn 14' deep. p.efarmed Channel to direct Now downsh.am SANITARY SEWER INSIDE DROP MANHOLE Evs£o:3-1s ENGINEERING DEPARTMENT PLAIF Go.' HANE'^. G CS 2104 1 3/6' 2 1/<' J- sm nusx e MAM ERWI£ W W SFA 114 - Of M9sTN1r i-GA9(ET. 1/le PCHE (5o Dexo) T-YA."CEM.N PxYJ1a1 WAX GkOR D UX USED FOR SAWARY AND WATER MANDI DESIGNER NO. u h. LOCA GW�M�Bs. • E6 REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. NANSM NUNN pI 32 SSR GF< b SATHRE-BERGQUIST, INC. X m 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 44� P Vp�2 0P DETAIL SHEETS FAWN HILL HP HOLDINGS, LLC. Loc !o S TCW 01 CAW 07/07/17 RPBCWD COMMENTS 4\i DRAWN BY 02 TCW 07/12/17 COUNTY COMMENTS CONCEAa SA ARY OUS 07 11 CHECKED BY 04 TCW 07/31/17 RPBCWD COMMENTS RSM NNMGIEp East .waSSHOICSEe 56]4 - sTdiM xars 06/14/17 A..11 vu xE +ou saw - wATm MAxxoLEs 0 we 1`% 1.B� ATRoe Dacca CAMEO WT IN $. pMEN51Cx5 APE IN EMust MEAS FWNIS yI 3/6 ]. C STNAD MEET Ns -25 REWXRIIENTS MAWoACNBEO IN USA IH.1 21/( S OUA.D. CCR tiro WmIS )may 1• S. UO -CAST WAT Iish, ASTM A-48 [CASs END 2" LETTERS T- ]. HvAME-CACr GRAY TRW, ASM -A -A9 IISS wA a.. FLUSH EtllCENfD PXM101E pEiNL e. FAMSN-RAPE METP1 NO PP1Ni 9 WAPNGS e. NLGnTS: iRANE I.Lbs / uO 122 Les OF �Or MANHOLE CASTINGS CHNIM AND LIDS DETAIL REVISED. 3-1671 NO.: ENGINEERING DEPARTMENT 2111 FILE NAMG G: G EPEGS 2T 11 DESIGNER NO. I BY I DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT`CRs AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. S yI/�.� wl O Up c�FRs SSR GF< b SATHRE-BERGQUIST, INC. X m 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 44� P Vp�2 CITY PROJECT NO. DETAIL SHEETS FAWN HILL HP HOLDINGS, LLC. FILE NO. 37865-001-200 TCW 01 CAW 07/07/17 RPBCWD COMMENTS --- DRAWN BY 02 TCW 07/12/17 COUNTY COMMENTS CHANHASSEN, MINNESOTA TCW 03 TCW 07/18/17 CITY COMMENTS 07 11 CHECKED BY 04 TCW 07/31/17 RPBCWD COMMENTS RSM DATE ROBERTS. MOLSTAD, P.E. Date: % Lic. NO. 06/14/17 NRtNH R -0.M2 GRATE OR APPROVED EOUAL Six dem. 2rlo for df...l fines 6' Concrete caller ]t' NOTE - z7' Du RONFORCen To CONSIST of }'4 BARS AT 8" O.C. BOTH WAYS WALLS TO BE PRECAST SECTION PRE -CAST OPENING AS REWIRED NI LONG. BASE SHNL BE 6- POURED IN PEACE OR 5" PRECAST SLOB Ong CATCH BASIN 27" DIAMETER REwsEoao-le ENGINEERING DEPARTMENT PLATE xo.. 3103 i1LE NPME:G Cs 3103 DESIGNER MWNMF GAV40 L A10 AS WR UTAY. T111, BY eor MIM, ells mR ....1.1NENIE TCW 6• csppc@ C cider 1651RAL4 aN ME o 07/07/17 AA NT feeta ANxrs "a'ar'uEss se be N1n6r IMa O Bpi sx.NL eE pwwom to earn TCW srpre cr Rc ram Faa uAxmnaNcr.. e tea a mn V -E... CHECKED BY valla,-F1sAa- oxen ors:a•I PTRo asvAnon vaaEs 07/31/17 Z USE RE.coxa Pec Cue MNDOT 3749.28 Granular Borrow ren aurins. rtow 12' J' t 12"-a.. 5 Aggregate Base T Embedment 24" MNDOT 3149.28 Select � '•� Material ed. 1. BE wdwOacco wan RrE IE . Arm szE wu vARr R I..a N I'MA, IV to Oren¢. cWcanE as WcmE :eco mies CAN BE Use, I.ge, waEr'r 00NY USE Appears 1. 2. Casting to be totally encased in m buxss:r AwE axdee wAdw. MNDOT 3149.211 If Better:! dote suss "Bc' Denotes Outside LI ' Dicmeter of Pipe 2' 2 r=ala usE REDao w mxaE. ® Compacted native 611 molerial/95% proctor WPE me WnETS. ® MNDOT 3149.211 NEA wI Ern.roce m or MAKED Axa Pvam 1wtACE Us wxz:asr .a a+s Na ELIDE IN WDRs rMNaQT ENaBEERs oftsen l 3. Trenchslopes shall Conform to current OSHA rules and regulations for SKIMMER STRUCTURE �c�r�rp►�O�tFLt CIE WEIR MANHOLE 'L'+ison 1.-16 ENGINEERING DEPARTMENT PLATE NO.: 31098 Fite NAME: c: \ENa1SPECS 31ORB DESIGNER NO. BY I DATE TCW 01 CAW 07/07/17 DRAWN BY 02 TCW 07/12/17 TCW 03 TCW 07/18/17 CHECKED BY 04 TCW 07/31/17 RSM - Took Coat - 2357 Cue MNDOT 3749.28 Granular Borrow 2"-MNDOT 2360 SPNW83306 DATE 12' tr 12"-a.. 5 Aggregate Base ,amvei tahnti NnoosvetaI olMetstcd"tr 11 in v act r D n ly% _I I ._� vert 6 III- � I 2' ltlo . Outs2' Pipe Diameter Natural Ground The bottom of the trench shall be shaped to Flt the pipe barrel for at least 50% if the outside diameter E5 When existing sell conditions are not acceptable for l and/or campocUor d the pipe zone, pipe bedding and backfill shdUsed own i be used as shen dated plate 2201, trench copes shall conform to cement OSHA raise and regulations for exaovotians and trenches. aff OF PIPE BEDDING ��¢��p� IN GOOD SOILS DDNi1WM1Gli RCP &DIP EIJGINEERING DEPARTMENT Pwre NO Iua sP a2 7 .. 22 1 4' AN R-1237 qi EWAL ANGLE 1. 2'IeJ' x 4'-a• x 0/16' _ PUL£ r IEE VERTICAL & PAINT WM 1 iJ8 I WE COAT REO -EAU PRIMER 1• PLAN _ 0• IF 2 L J- 12 6 �3-U• �f6• 7'�1 F SECTION A -A 2 -No. s Mt REINFORCING �ELEV� SECT BARS 6' 4• test 2 -In -.6 -BENT Bars CURB OPENING -B. docreeCATCH BARN �IEAa 6' i6 y TAPER <Ufle i0 8618 CURB & WTIFA WOE AT fiA9N I6'I--J'-B• --I6'I ° CONCRETE CURB & GUTTER SECTION B -B & CoNCRETE Atem To aE e wxsTRllcTm BY OTHERS LONG STEL Na. 4 were x e -e LONG AT 2. Oa To W ON fora W DIAWNAL STEEL e - d 4. x MR Past 6- ou"ON. s1EEl-1 Na. 4 /�. aELOW NORMAL 9AK a 3•-]' LONG N BE pA /+/� GImER GRADE TOP OF SHdti B1EEL LL - ° - \.'n F \ TMER NRB b\� AS ABO. Y rvP. SHORT STEEL -4 xo. To ./C ° eARs LONG Ta BEA tK/x \ io e/c w 1,n" aEM+ERGM \ BOTTBM AAB `� \ \ B�j�• 0' AB' NO SCALE VL map PLAN cnlrOF HIGH CAPACITY CATCH BASIN IN Raw 6618 CONCRETE CURB RFMSED:2-10 PUTE NO,: ENGINEERING DEPARTMENT J 3105 RIE NWEG C SPEL6 3105 Of H O (DEG.) y MAX IIN.) Ys D 12 34 130 230 12 a i S w > 15 34 130 no i2 18 34 130 230 12 21 44 140 220 12 24 44 140 220 12 27 44 140 220 12 30 54 150 210 12 36 56 15O 210 12 18� or 241 N FLOW C 1 FRONT SIDE BAFFLE PANEL DIA. ANCHOR BOLT `EMBEDMENT 1" x i" STEEL DETAIL OUTLET \ \ I J / INLET 1 TOP VIEW OFF SUMP MANHOLE CASTING & LID AS PER DETAIL 2n:. TUBE FRAME ff NUT W/LOCKDETAIL A WASHER OUTLET SIDE VIEW OF SUMP This generic detail does not encompass the sizing, 6l. and applicability of the Battle for this specific project. it is the ultimate respnnsblity of the design engineer to assure that the design is in colmm,TI..ce with all applicable laws and re,.otans. ell= �OBFB BAFFLE STRUCTURE ellIt�e11Jf111 STANDARD SUMP MANHOLE VPBAFFLE RC,nCEoq-Is Pure No.: ENGINEERING DEPARTMENT 3110 TILE NAME G ENG SPECS 3110 f, N Into a Surmountable, cum & 9WMr to be Vanailloned Into o B-618 1pa a+E at catabeasa ems` as Catahb.ad, morn. &grate Neenm R -3057-V or Me Yate . • ,,. 5 tt°o/ et k CL PL 30'30' I I Compacted Native Fill 155' to Back 1 15.5' to Back ul6amn Wear Course to be 1/2" zz Mater'ol, Cornacted [o co to be ER:resseE Y ` 2.0% 2.0% 95% of the StandProctor ard' 12" -Gloss 5 aggregate base S' Neenah R3VB e6J ahoil be aero Density/ at .I1 kv pante Net to Sor, Relays 2"-MNDOT 2350 SPWEA340C is `Lurch or Sod. 5, Varies - Took Coat - 2357 Cue MNDOT 3749.28 Granular Borrow 2"-MNDOT 2360 SPNW83306 Coperate Curb 12' tr 12"-a.. 5 Aggregate Base T Embedment 24" MNDOT 3149.28 Select � '•� Material Granular Borrow (*See Note 7) MNDOT 3149.28 ZI 2. Casting to be totally encased in oundation Material MNDOT 3149.211 If Better:! dote see i "Bc' Denotes Outside LI ' Dicmeter of Pipe 2' 2 outside Pipe Diameter ® Compacted native 611 molerial/95% proctor MNDOT 3149.28 ® MNDOT 3149.211 NOTES: 1. A soils Engine., will be required to determine the depth of the pipe foundotica embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.211 course filter aggregate. 2. P.V.C. bedding9 shall be MNOOT 3149.28 select granular borrow with 100% passing a 3/4" sieve, and less than 10X passing a NO. 200 sieve. 3. Trenchslopes shall Conform to current OSHA rules and regulations for excavations and trenches. aff or 2 beads of Humeri, or equal. PIPE BEDDING FOR P.V.C. PIPE ITEW5m:11-,6 ENGINEERING DEPARTMENT PUTE No_ 22G3 Fl(£ xM1E G\EHC\EPELS\2203 f, N Into a Surmountable, cum & 9WMr to be Vanailloned Into o B-618 1pa a+E at catabeasa ems` as Catahb.ad, morn. &grate Neenm R -3057-V or Me Yate . • ,,. 5 tt°o/ et k CL PL 30'30' I I RPBCWD COMMENTS 155' to Back 1 15.5' to Back ul6amn Wear Course to be 1/2" o*: ttarw\ co to be ER:resseE Y ` 2.0% 2.0% been, ens', 'Do, Erie glade 12" -Gloss 5 aggregate base S' Neenah R3VB e6J ahoil be aero \`/mss A ISOMETRIC 12-fir-SWI-ord at .I1 kv pante Net to Sor, Relays 2"-MNDOT 2350 SPWEA340C a 5 1 son _ 6' Troaxlen ce y 9 +Ter I .arae¢ c 2 /4 fi0"l 9 Rebars J F &main, S�L9M--A--A Not to Sade arrOF CURB CONSTRUCTION AT CATCH BASIN REVISED: 10-16 FILE PurE No.: ENGINEERING DEPARTMENT 3106 NAML G: ENG Sr'ECB 31G6 PL CL PL 30'30' I I RPBCWD COMMENTS 155' to Back 1 15.5' to Back CITY COMMENTS C ITY C Wear Course to be 1/2" Sea Oetv1 2110 for Above Edge of Gutter ring adju."sats 2.0% 2.0% c�\aQa 12" -Gloss 5 aggregate base S' 24" MNOOT 3149.28 select \yo4' i r Drain(1e - 'opeol, Seed 2"-MNDOT 2350 SPWEA340C is `Lurch or Sod. 5, Dmiatile - Took Coat - 2357 Surmountable 2"-MNDOT 2360 SPNW83306 Coperate Curb 9TWted be both the 12"-a.. 5 Aggregate Base m= and outside. 24" MNDOT 3149.28 Select T 6••Min. base Granular Borrow (*See Note 7) NOTES 1. Typical right -0 -way -60" 2. Maximum street grade 7AS 3. Minforpre street grade 0.75%. 4. 6" Topsail placed in disturbed areas, 5. 2 Rolls Bad behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test .If of the prepared sabgrede shill be performed. In the presence of a city Inspector, The city has the authority to require additional subgmde Correction based on the teat roll. 8. Dmintile shall be placed along both sides of roadway. See plate 5232 for &6Irts of of RESIDENTIAL STREET SECTION ".AE.::15r:G\SPECS\szao ENGINEERING DEPARTMENT PUTS No.. 5200 REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS VIVRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. RPBCWD COMMENTS COUNTY COMMENTS CITY COMMENTS C ITY C RP COMMENTS Sea Oetv1 2110 for Tock at - 2357 SHOWN AS TYPICAL 12' D.D. 1 12^ PROPOSED SEWER ay18' MIN. SEPARAfiM MINIMUM 6' OF 4- DIRECT BURY COMPACTED G" SAND STYROFOAM INSULATION MINIMUM OR AS DIRECTED BY THE ENGINEER. ONE PIPE LENGTH Nolen: 1. INSULATION DETAILS SITE SPECIFIC, SEE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION. 2. INSULATION AND COMPACTED SAND SHALL EXTEND 12" PAST OUTSIDE of PIPE. 3. INSULATION SHALL OVERLAP AT JOINTS BY A MINIMUM OF 12'. �f(tO�FF INSULATED PIPE CROSSING REVISED: 3-16 u FEE,PLATE NO.: ENGINEERING DEPARTMENT 2204 NPAtE C SPE 2W a 4 �RIPRAP A A ru II i� 4 5U PLAN RIPRAP REQUIREMENTS NTS PIPE DIA. RIPRAP REQUIRED GRANULAR FILTER REQUIRED 12" TO 24" 8 to 12 CY CL.3 UNDER RIP RAP AND 2 27" TO 33" 14 to 20 CY CL3 LAYERS OF 50OX IIRAFl 36" TO 48" 23 to 38 CY C1-3 FABRIC OR EQUAL 54" AND UP 62 CY and up CL4 (One Casio yard is approximately 2,800 lbs) ?� RIPRAP Granular Fite, (MNDOT 3601.2811 5_LC afQN A -A Geatextde FRUY Type III NTS I RIPRAP n ranular Filler (MNDO7 3601.26) SECTION B-8 Geotextile FRter Type N Nrs cfrfOF RIP RAP IBM= DETAIL REWseo: z-10 NGINE= No.. _ FILE EERING DEPARTMENT NAME: G: ENO SPECS 31➢7 310 / PL CL PL Wear course to above edge of 6" tapsod" eeedN Grate: to be 2' below t< mulch Cur sod 2"-MNDOT 2360 SPWEB440C LLLI B-618 concrete curb Tack coot - 2357 2"-MNDOT 2360 SPNWB.330B LLL Sea Oetv1 2110 for Tock at - 2357 ring adju."sats 2 1/2"-MNDOT 2360 SPNW33M 12" -Gloss 5 aggregate base 24" MNOOT 3149.28 select 24" 36" gni borrow (-See note 7) NOTES 1. Typfcol right -of -way -60'. 2. Maximum street grade 7.0%, 3. Minimum street grade 0.75X, 4. 6' Topsoil placed in disturbed areas. 5. 2 Rolls sod behind Nrs. 6. The bituminous wearing surface sholl be placed the next construction season following placement of the bituminous base. 7. A lest roll of the prepared subgm0e shall be performed. in the presence of o city Inspector. The city hos the authority to require additional subgrade correction basad on the test roil. crrfOF TYPICAL COMMERCIAL/INDUSTRIAL STREET SECTION Be sen la-Ifi ENGINEERING DEPARTMENT PLATE hen" 5201 FILE NAMc G. EHG`5PEG5\x201 I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. --. ROBERTS. MOLSTAD, P.E. Date: O 4 / /L-/ / /% Lic. No. S' Manhde Casting, Lid and Adjusting Binge (See Mateo 2110 & 2111) -6'• Concrete Collar Manhole steps shall be Neenah R 1961 J. 1G" center. Steps 11 Shos be on Downstream Side Unless P'pe Diameter is 18" or Largo All joints In manhole to have'O"ring rubber9 askete Ppe sholi be cut off 4" from the insure face of the manhole wall. (• - '• ". ' 1. 1 -- Protest Inserts Most be 1/2 of Pipe Diameter and Benches SECTION VIEW Sloped 2" Toward the Invert Minimum [hlaknoss of precast base stab is 6' for 14' depth or 1=9 and increases to o minimum slob thickness of B" at depths greater than 14' or if the structure a larger then 4B" diameter, 1. All dog pauses shall be grouted both Inside and outside of the Wractem. 2. Men the manhoe or catch basin structure is Constructed Wtside, of the tmveied roadway a witness pact and else (MH) shall be Installed next to the MH 3. If a sump MH 6 requited. o minimum sump depth of 4' shall be constructed below We ].west pipe invert In the structure. OffOF STANDARD STORM MANHOLE Rm'sm.la-1 6 ENGINEERING DEPARTMENT �wfr NAMF c � To 3100 CL 2"-MNDOT 2360 SPMA340C Tack Cast - 2357 2"-MNDOT 2360 SPNW330B 12' -Cloys 5 Aggregate Bose 24" MNDOT 3149128 Select Ordeal., B.. (•See Note 7) 6" Class 5 Aggregate Base Shoulder NOTES L Typiotl Hght-or'way-60'. 2. Maximum street grade 7.07 3. Minimum street grade 0.75% 4. B" Topseil placed in duamed areas. 5. 2 Bala sad behind curb. G. The Literate... wearing eirfact, shall be pieces the next mnstrvction season following placement of the bituminous Lase. 7. A test red of the prepared subgmde shall be performed. N, the presence of o city inspector. The city hos the authority to require additional Wb9rade correction bused on Nle fest rad. RffUf RURA; STREET SEC if t_.: REVISED: la-ts XE NAMEENGINEERING DEPARTMENT PurE o.: c c SPECB zaz 5202 ETERS w �N SATHRE-BERGQUIST, INC. m 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 N 04- S P `P1 �4� 0 I- V Grote (Stowe) _ r� 2- VB C to sM1NI be ed at all law points. Face of Curb r nlreatian Cur Flaw in PILAU and smote Neenah Grate: to be 2' below R3067 -V or al qutter grade Y radius eb box 5' lramsitwn curb on each side of coterb uila, It Sea Oetv1 2110 for afloovng a surmountable curb. ring adju."sats Too of Curb 24" 36" I V Grate Showa 6" lM1id concrete collar Precast 5, 3' Minimum Doghouses shot be 9TWted be both the 3"' Grout m= and outside. - ^;•>". - T 6••Min. base SECTION NOTES, 1. Steps shall be prodded In all Catch basin/monhdes and storm speer manholes. 2. Casting to be totally encased in concrete Curb section. 3. No black structures ore allowed. arfOF STORM SEWER CATCH BASIN maw 9 x •' RECTANGULAR 1G::o- IB .- RARE No.: ENGMEERMG DcFnl' ENT 3101 1.,, roue ac+sP cs\ lot to hope out top edge sailed with E HEMS: 1. Omens to he made In (2) obaes 2. AN mend sited ba hat dippBE-gotenrzed « DeWt A -A STP G.D. r 1/4"x•"Flat Ste d. He, o .maomu mea IF o.c war tap I/z' P-13 UNI Hew Nam stoinlaa. SUNNI Balt. With Nuts Red Washers Structure BequNre (2) piece Grate P Drawing S,o. 1/4' Steel Rate Wase W 1P1PN 12`mM. 9''IV HWL mina ., a„ DETAIL A -A InMt Pip. I. Strodard pipe Inouye, required an Into trat V.t pass. :.. no last three Mato. Lee twa BE ball hetenwe por jolts. MY OP POND OUTLET ^- CONTROL STRUCTURE REVi0E0;t-10 PLATE NO.: ta¢iaaME: G: \ENG\]pres\3tas ENGINEERING DEPARTMENT 3109 TYPICAL BITUMINOUS PATCH DETAIL EXISTING 81TUMIIIUS SURFACE ALL BITUMINOUS EDGzS. 2" MNDO2360 SPWEA:340C TACK COAT T 2357 2" MNDOT 23W SPNW83308 12" MIN. CLASS 5, 100% CRUSHED AGGREGATE BASE,. PATCHING NOTES 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH ,AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE BITUMINOUS (PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUiRtED PRIOR TO PAVING. 3. APPLY TACK TO ALL EDGES. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN UEU OF BASE COURSE MATERIA-. 4. USE PLATE COMPACTOR TB CONSOUCATE BASE COLURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLAICING WEAR COURSE. B. RE -APPLY TACK TO ALL EDGES (IF NEEDED) AND PATCHED BASE AREA. 7. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURBROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR Tf0 APPROVAL. S. MNDOT 2360-ORpINARY COMPACTION METHOD REOIUIRED. 9. PATCHES 1AREAS SHALL MATCH ROADS EXISTING THNICKNESS FOR SECTION. U111 OP TYPICAdE STREET PATCHING BITUMINOUS e 1se0: 10-16 ENGINEERING 1 DEPARTMENtt Pw1e 5202A E M.:G\ENC\UTZCE\5202A CHANHASSEN, MINNESOTA Dml.m. - ill ;IN- .. Caw AW WwUWWWWwb eWwe\ ee w_ PLAN VIEW YfwM1ers , :tents- Layer =v _ NWL N 1 B cfln-N wi. mE or ae'min. NOTES 1, Sldvtl re p= mo ne requ d m bath Hot & nutlet pbse. 2. Tm mbsl Ihr¢e junts. Use Uwe le bolt foeterve pW pin. 3. Offset fu Nair well My be callnd Cal in speeol tprPduns fu' protect. 4. Gotea w01 be made N (2) hohea or hot-dipped-4dvonited metal. 5 %Wr woe to be poured Nelace a precast no Ads in ..it watts 6. Weir wall to be .Met 6- In stratim, tawwds Nbt Nde of Linares, cliff OF BIORETENTION STRUCTURE mom WITH WEIR & DRAINTILE REV18E0: 3-14 PUTE N. FRE Nwe,.\ENG\6p6cSc azn ENGINEERING DEPARTMENT 3109A TYPICAL BITUMINOUS PATCH AROUND CASTINGS DETAIL SAWCUT ALL BITUMINOUS EDGES EXISTING MANHOLE OR OYP) GATE VALVE 24" MIN. EXISTING BITUMIOUS SURFACE - 24" F-1/4" ABOVE CASTING I I I�I 2" MNOOT 23W SPWEA340C TACK COAT 2357 2' MNDOT 2360 SPWM3308 PATCHING NOTES i. SAW CUT AND TACK ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUG- CLASS 5 MATERIAL TO ACCOMMODATE BITUMINOUS PATCH. - MECHANICAL COMPACTION OF GRAVEL BSE REQUIRED PRIOR TO PAMNG. J. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4. USE VIBRATORY SLED TAMPER ON BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. G. ONLY MINUET APPROVED RELEASE AGEWS MAY BE USED OVER CASTINGS. 7. RE -APPLY TACK TO ALL EDGES (IF NEEDED) AND PATCHED BASE AREA. 8. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLIKE ALL PATCHES PRIOR TO APPROVAL 9. MNDOT 2360 -ORDINARY COMPACTION METHOD REQUIRED. 10. PATCHED AREAS SHALL MATCH ROADS EXISTING THICKNESS FOR SECTION. yy,, affoF TYPICAL STREET PATCHING t�rpu�lg�l�ulL�poBBp��p AT MANHOLES OR U�111�M1m1 GATE VALVES (BITUMINOUS) REVISED: 10-16 ENGINEERING DEPARTMEMPwrE so' Rte NAx+eG:\ENr.\SPECS\szme 52028 DETAIL SHEETS FAWN HILL HP HOLDINGS, LLC. FILE NO. 37865-001-200 08 11 -- J 24"x36' spe confining For Neenov R3067 -V or ¢qua! PLAN Nn; I V Grate Showa 2- VA Grates shall be used al all, low paints. Neenah RM67-V casting and Graft or .,at. See Eaton 2110 for rIng adj.mn,m,, 6" Concrete colier Concrete slab pu dated 2105. Trip of barrel saction ander lap con to hope out top edge sailed with E 2 beads of Humeri, or equal. E NI joints a mom¢. to be. - Varies '0" ring rubber gaskets. X-C' tyP. In tiPmo.st concrete section 5. Manhole steps• Neenah R19STJ or equal, 16" an centers. Minimum thickness of precast base --t00 slab Is 6" far 14' depth m less and iners. to a minimum slob thickness; - of 8" at depths greater than 14' or I! SECTION the structure is larger then 48' NOUS, diameter, 1. Doghouses shag be grouietl both inside and WtsMe of the stn+ aur \ 2. No block sir ubms are allowed. 3. If o same required a minimum `Gloat bottom of manhole to 1/2 u d'wmeteE at pipe and s1aPp is comp depth r W Mail be constructed toward invert. grout below the lowest Pipa invert in The slhctui C"I F 0CATCH TYPICAL 4' DIAMETER Kum BASIN MANHOLE REMOVE:Is-16 L NWE:C: ENc CS 1 ENGINEERING DEPARTMENT rurE m.: 3102 Dml.m. - ill ;IN- .. Caw AW WwUWWWWwb eWwe\ ee w_ PLAN VIEW YfwM1ers , :tents- Layer =v _ NWL N 1 B cfln-N wi. mE or ae'min. NOTES 1, Sldvtl re p= mo ne requ d m bath Hot & nutlet pbse. 2. Tm mbsl Ihr¢e junts. Use Uwe le bolt foeterve pW pin. 3. Offset fu Nair well My be callnd Cal in speeol tprPduns fu' protect. 4. Gotea w01 be made N (2) hohea or hot-dipped-4dvonited metal. 5 %Wr woe to be poured Nelace a precast no Ads in ..it watts 6. Weir wall to be .Met 6- In stratim, tawwds Nbt Nde of Linares, cliff OF BIORETENTION STRUCTURE mom WITH WEIR & DRAINTILE REV18E0: 3-14 PUTE N. FRE Nwe,.\ENG\6p6cSc azn ENGINEERING DEPARTMENT 3109A TYPICAL BITUMINOUS PATCH AROUND CASTINGS DETAIL SAWCUT ALL BITUMINOUS EDGES EXISTING MANHOLE OR OYP) GATE VALVE 24" MIN. EXISTING BITUMIOUS SURFACE - 24" F-1/4" ABOVE CASTING I I I�I 2" MNOOT 23W SPWEA340C TACK COAT 2357 2' MNDOT 2360 SPWM3308 PATCHING NOTES i. SAW CUT AND TACK ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUG- CLASS 5 MATERIAL TO ACCOMMODATE BITUMINOUS PATCH. - MECHANICAL COMPACTION OF GRAVEL BSE REQUIRED PRIOR TO PAMNG. J. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4. USE VIBRATORY SLED TAMPER ON BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. G. ONLY MINUET APPROVED RELEASE AGEWS MAY BE USED OVER CASTINGS. 7. RE -APPLY TACK TO ALL EDGES (IF NEEDED) AND PATCHED BASE AREA. 8. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLIKE ALL PATCHES PRIOR TO APPROVAL 9. MNDOT 2360 -ORDINARY COMPACTION METHOD REQUIRED. 10. PATCHED AREAS SHALL MATCH ROADS EXISTING THICKNESS FOR SECTION. yy,, affoF TYPICAL STREET PATCHING t�rpu�lg�l�ulL�poBBp��p AT MANHOLES OR U�111�M1m1 GATE VALVES (BITUMINOUS) REVISED: 10-16 ENGINEERING DEPARTMEMPwrE so' Rte NAx+eG:\ENr.\SPECS\szme 52028 DETAIL SHEETS FAWN HILL HP HOLDINGS, LLC. FILE NO. 37865-001-200 08 11 L..6 Distance to CL variable 1/2 eI___ 1/2"r r -Top Bituminous Material LI ft 1 ^ 0"" 18" MnpOT 8618 Concrete Curd and Cutter Y�2 r II5"I �Istrm�'_ variable f Top Bituminous Material 1 /z"r era Slope Right-of-WaY 8612 a Concrete Curb and Gutter m . ^ NI •• s tl v Fviol X.:9 \ '_ NOTE: A -Waters.. $" 12" Tor -Use Only with Private Driveways, /4" slope per foot �- T Parking Lat% or Medians. 28"R 2R t r!! 16 -To BituminousMae n p 68"R .p c ,.1/2 17 1/2" 10 1/2" Surmountable Generate Curb and Gutter dbtian ., _Post -Pneumatically Driven -�-� 4" ,y-ri�1 1/8"r � I •y.-Bitummaus f Surface. BlIgmi000, (.il To 4" ry Sho¢ Farmed T STREET INTERSECTION TYPICAL CURD �m�p�y�opnpW COi11i107L1�1 I AND GUTTER REV'SEIR 10-16 ENGINEERING UEPP.I4TfdEN1 PLATE r+o.: (;.703 . -\ENG\SVECS,S2a3 =TLE NAMee r VARIABLE ILA H'NRANT VALVE BOX a VARIES 5-6' 'Cd (S.FE PLANS) 1/4' PER FT. S�TO ROAOWAT CURB 4' CLASS 5 BASE 2' 2.6' Min. FOR CONCRETE THICKNESS BEE NOTES BELOW. NOTES, ES. 1. TYPICAL 6" THICK CONCRETE SIDEWALK. 2. USE e" THICK FOR COMMERICAL DRIVEWAY DRUGGING. INCLUDE 1-5' LONG PANEL ON EACH SIDE OF DRIVEWAY TO BE B" IN THICKNESS. 3. JOINT SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTT14G EXISTING CONCRETE OR STRUCTURE. 4, AGGREGATE USED IN THE CONCRETE MIX SHALL BE GRANITE. Cfff9 CONCRETE MIM I SIDEWALK REVISED: 10-16 ENGINEERING DEPARTMENT j"'4 HurN0.ME:F: EN vEt<sz14 5274 Typical Street & Traffic Sign Installations 2�X --9" x 42"1 Faced Traffic Sign aminam Street Sign os ReoUred V - Both Directed. 1 3 LB. 7' Upper 0 2"Square. v Galvanized Steel Sign Past a a F 26£ 34 Galvanized Steel era -Post 2.42 IBS/FT. o: (2) 5/16" x Right-of-WaY E b Post Bolts - a i€ Tamperproof -17' Anchor Plate a with Washers tl v Fviol X.:9 Kiser, Break ` A -Waters.. Model 425 or 2' Mia /4" slope per foot �- Curb a bottom and s5' ^ e ° + ---..E-qultal. sidee. .if 3 LB. 10' Anchor 1 "' dbtian ., _Post -Pneumatically Driven No Scale Soil Installation a Cross Gunter. 2. Contraction .bines 8' O.C. NOTES: 1. For Boulevard Location of Street Signs and for TroRic Sgns, Contact Chanhassen Street Superintendent 952-227-1303. 2. For Material Specifications Sea Section 4.11 of Standard Street Specs. 3. Public Street. Signs Shotl be White Lettering on Dark Brown Badeground Double Faced D03 High Intensity on 0.08 Aluminum. 4. For Private Streets, signs Shall be the Same os Above, Except Lettering to b, white as Blue Background. 09 STREET AND TRAFFIC mom SIGN INSTALLATION R I&M. 3-16 PIA1F Np.: 21 Enz NANE:G c\MNECS\s21T ENGWI_ERING DE.I> TENT 5217 TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30' 6 height 2"M q 5 long tranStional height curbing' <" height i 1_ ' MNDGr B61e cavo. G AS c sultM varABL" G & c 0 e SECTION A -A cm of TYPICAL CURB 011101 RADIUS REVISEp: 3-46 Purl Na: nLE h,M+eu\Exc sloes s2o4 ENGINEERING DEPARTMENT 5204 IF 1 9 3s t tR 9 ,g,p: b 3B -y3 3ill 11'.5 $ A9 g n% of y9ee ,111 `gga5c q pp y��$g 9 R IF agmix IB IiS4ee W Bpi3 5a Fd� ° 3d3ski as Via 114 Y", spa; a13� ; �� . x l Y 2_ a 3 � q(! k 5a A ai 4S �gt ,d58p 9a .;5a M ®3 R e pg 6 C 1p tl C a s at'g J e w CfTOF Pedestrian Curb Ramps Page lof 5 ENSS'. 10-16 E Na.: LE NMAE: G:\ErIG\sPEas\n1a ENGINEERING DEPARTMENTPUL 5215 R CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NOTES: 1. SIGNS TO BE A MINIMUM OF 12" X 18 2. RED ON WHITE IS PREFFERED. 3. 3M ORE UAL ENGINEER'S MADE E REFLECTIVE SHEETING ON ALUMINUM IS L BEE RED. 4. WORDING SHALL BE: NO PARKING FIRE LANE 5. SIGNS SHALL BE POSTED AT EACH END OF THE FIRE LANE AND AT LEAST AT EVERY 75' INTERVALS ALONG TIE FIRE LANE. 6. Ali SIGNS SHALL BE DOUBLE SIDED FACING THE DIRECTION OF TRAVEL 7. POST SHALL BE SET BACK A MINIMUM OF 24" BUT NOT MORE THAN 36" FROM THE BACK OF CURB. S. A FIRE LANE SHALL BE REQUIRED IN FRONT OF FlRE DEPARTMENT CONNECTIONS EXTENDING 5' ON EACH SIDE AND ALONG ALL AREAS DESIGNATED BY THE FIRE CHIEF. CHANHASSEN FIRE QEPARTI46 NT CURB FIRE PREVENTION POLICY Ob -1991 DATED JANUARY 15, 1991 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING, NTH A SITE PLAN, FOR APPROVAL BY THE FIRE CHIEF. IT IS THE INTENTION OF THE PRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. affOF I FIRE LANE am SIGNAGE REv15E6 1-ta ENGINEERING DEPARTMENT PLATE Na.:5218 FILE tUME: C:\ENG\SPEC$\52tE __60_25' _ 4TRCUTA 45.5' RADIUS=285.88'/360' _9pTl \ > IIn \ >s,, 16S•.s ILA \ 1 STANDARD CUL-DE-SAC Yr CCI IND. As. RAD. URBAN 45.5' RPD, RURAL 40'. RAD.- NOTE: T • ALL DISTANCE FOR STREET WIOTH6 ARE MEASURED i0 BACK OF CURB. ^* PWS 6' GRAVEL SHOULDER. (RURAL) off Of TYPICAL u C�10Dm CUL-DE-SAC F.EVISED. 3-16 ENGINEERING DEPARTMENT nu1E 5205 FILE Y Mz': G-\91G\SPEC3\52a5 v dieR affOF Pedestrian Curb Ramps Page 2 of 5 RENSEp' Ih IC PL,vE wo.: rll£ ItAMEENGINEERING DEPA.RTb'E'iT 52?SA CITY PROJECT NO___ CITY OF CHANHASSEN SEWER, Sense 0 CEMPIRAMXI SERNCE 2E M House f}_,-_-, Street Name_ _--.-_ PID Y Lot_,_._ Rook- Plat/Adeltian .R_ Downstream Manhole No. St.. at P.L. from Downstream Manhole-----+-_..__ Elevation at C.L. of Sewer Iii Distance from Sewer Morn to Cieonout_ 9. of Grade far Service to be installed_,__ Length. S¢e and Type of Service Pipe_._---_--_-. Depth at P.L. (Finish Surface to Invert) ___ Main to Riser Horizontal piston_ Riser Vertical Height__ WATER: Dawragavem Monhole No. Sta, at P.L. from Downstream Manhole-_+.�. Length, Size end Type of Service Pipe- that P.L. (Finish Surface to Curb Stop Plock) Curb Stap Carver Co. Coordinates: X._____-_ Y --- _--- Z_ 1 -Dentes Sewer service End @'Denotes Water SerW.ce End ov"veow reemm _-..... aw, by .- vote Lnealp° n.a Us;m N sx.ic2 LwtAea eY I Its6@fi w ^r e r e r L, rd l a v.a VN, vIFI,e rfIll r 1 L � a�fI�O�F STANDARD SERVICE llel TIE CARD REmsrp: z-16 ENGINEERING DEPARTMENT Pu�E Na: 5221 FlLE NAME G.\ENG\SPEC$\SEPI �pC�1pt�i �V�[� Pedestrian Curb Romps 41NI11�10�1 Page 3 of 5 RensEo: 10-1s FNGINEERING DEPARTMENT PUTS w.. 52158 FIY.F NAME: G:\ENC\SaECS\5215H 2�X 2% fi 1 -Expansion Joint 0 Joint a a F 26£ 34 (25' Trar(eti�n) era w Right-of-WaY Li s O -17' MNDOT 3149.2H DEEP tl v Fviol X.:9 z w A -Waters.. 36' /4" slope per foot �- 3" up from ° 4 . - e. a bottom and s5' ^ e ° + 6" hem sidee. Class 5 aggregate I,, SEQDQO A -AA -A 4-44 Rebar No Scale NOTES - 1. 2 Preformed / 1 8' Ne metros Ar. M213. a Cross Gunter. 2. Contraction .bines 8' O.C. 3. Max. Spacing i rebar is < on centers for wings. pg4 lPfor WIIO[ STREET INTERSECTION g CONCRETE VALLEY GUTTER REVISED: 10-16 ENGINEERING DEPARTMENT 177775206 ENGINEERING DEPARTMENT eE$s.• �pC�1pt�i �V�[� Pedestrian Curb Romps 41NI11�10�1 Page 3 of 5 RensEo: 10-1s FNGINEERING DEPARTMENT PUTS w.. 52158 FIY.F NAME: G:\ENC\SaECS\5215H )A AY 4 5% CRM1DE��,--.�. --r --i 'IP 3,0 fi -- AGGREGATE BASE S. I L6" c,,r,ete P.vFm.L,r -- Use N4 (i/2") Rebar SIaE keinforcomanl 6° Class 5 baso incitlental to apron a a F 26£ 34 MNDOT SELECT GRANULAR BORROW era w Right-of-WaY pp88it s O -17' MNDOT 3149.2H DEEP tl v Fviol X.:9 z w amawermearace a cEmza emca/Y)tN�NTS ....nr I ?GAIN - I CONCRETE CURB & GUTTER 10' res. IRM PJL Contraction Joints A Max. Spacing`m Expansion Joint (typ) Valley Gutter s B' PLAN NOTE No Scale � labor to be 2' on center, being 6" on center in the gutter. NY Y €2% 3. Bif minwa perm; section to the right-of-way is the same as Ute street Pav�ng section. r' 5. Aggregate used in the concrete m z shall be granite. list 9I dQ9 Mcdonald 74WA Series with a 8" opening "me & cover P, equal shall be Installed. WIOF g 1' Y.,aG i�I>•n2 $a Ii REVISED: 3-16 ENGINEERING DEPARTMENT eE$s.• FNF. NWSLG SPELS St0] O 0 e0 a D) CBANH X8 '1P°0' EMrsETr.'to-ra-ENGINEERIIJG a C 9 §'E e DRAIN CONNECTION "b 55yy D§§D $ale eILE wuR::a w6 axes\623s �4 in ! we,hE 9 229 d`5 4 eS x.evaro°-io Is a turn xis p .. Curb Ramps 4M1Ill90D� gS s.i. 5 of 5 �pC�1pt�i �V�[� Pedestrian Curb Romps 41NI11�10�1 Page 3 of 5 RensEo: 10-1s FNGINEERING DEPARTMENT PUTS w.. 52158 FIY.F NAME: G:\ENC\SaECS\5215H `- CLAY SUB -GRADE NOTCH CLAY 4" PERFORATED PIPE SDR 35 SUB -GRADE FOR PIPE PLACEMENT TRENCH DETAIL Perforated PVC PIPE DETAILNOTES , 6' cork. COLLAR [GRMT�-\1. OUTS REQUIRED AT 300'INTERVALS & ALL ENDING POINTS. - 2. SWING TIES TO BE SHOWN ON AS-BUILTS FOR ALL CLEANOUTS AND ENDING POINTS TO ALL DRAINTILES. 3. OPENINGS IN STRUCTURE FOR ORAINTIU TO BE FABRICATED OR CARE DRILLED. 4. THIS DETAIL TO BE USED WHEN 2' OR MORE �I OF EXISTING SOIL SUB CUT IS NECESSARY. S ALL DRAINTILE TOO HAVE TRACER 'WIRES �C�I1T�t�O�Flt 4" SUB -SURFACE CONnifneLT� DRAINTiLE REWSED:3-i6 ENGINEERINGDEPARTMENT PLATE Na._ 5232 r€_E RAA;G NGlRrECs\5232 3/4" per feet )A AY 4 5% CRM1DE��,--.�. --r --i 'IP 3,0 � -- AGGREGATE BASE S. I L6" c,,r,ete P.vFm.L,r -- Use N4 (i/2") Rebar SIaE keinforcomanl 6° Class 5 baso incitlental to apron SECTION A -A MNDOT SELECT GRANULAR BORROW era w Right-of-WaY COURSE FILTER AGGREGATE Box installed over O -17' MNDOT 3149.2H DEEP o z w amawermearace a cEmza emca/Y)tN�NTS ....nr I ?GAIN - I CONCRETE CURB & GUTTER 10' res. IRM PJL Contraction Joints A `- CLAY SUB -GRADE NOTCH CLAY 4" PERFORATED PIPE SDR 35 SUB -GRADE FOR PIPE PLACEMENT TRENCH DETAIL Perforated PVC PIPE DETAILNOTES , 6' cork. COLLAR [GRMT�-\1. OUTS REQUIRED AT 300'INTERVALS & ALL ENDING POINTS. - 2. SWING TIES TO BE SHOWN ON AS-BUILTS FOR ALL CLEANOUTS AND ENDING POINTS TO ALL DRAINTILES. 3. OPENINGS IN STRUCTURE FOR ORAINTIU TO BE FABRICATED OR CARE DRILLED. 4. THIS DETAIL TO BE USED WHEN 2' OR MORE �I OF EXISTING SOIL SUB CUT IS NECESSARY. S ALL DRAINTILE TOO HAVE TRACER 'WIRES �C�I1T�t�O�Flt 4" SUB -SURFACE CONnifneLT� DRAINTiLE REWSED:3-i6 ENGINEERINGDEPARTMENT PLATE Na._ 5232 r€_E RAA;G NGlRrECs\5232 3/4" per feet )A AY 4 5% CRM1DE��,--.�. --r --i 'IP 3,0 t ♦�i fi' I S. I L6" c,,r,ete P.vFm.L,r -- Use N4 (i/2") Rebar SIaE keinforcomanl 6° Class 5 baso incitlental to apron SECTION A -A No Scala 36' Max Industral/Commercial A Right-of-WaY 8618 Care & Guttp-r + E618 Curb & Gutter Box installed over tie Bituminous Water Serves e° U1 .1'..m"w.av s..rvcuT, u.vI.1lr^."r'S�1s[. yr ac T arer,.a 11 ."er amawermearace a cEmza emca/Y)tN�NTS CONCRETE CURB & GUTTER I CONCRETE CURB & GUTTER 10' res. IRM PJL Contraction Joints A Max. Spacing`m Expansion Joint (typ) Valley Gutter s B' PLAN NOTE No Scale 1. Use g4 (1/2") rebar slab reinforcement in r.o.w placed 0 6" from each edge. labor to be 2' on center, being 6" on center in the gutter. 2. Contraction joints shell be 1/3 the depth of the. Mab. 3. Bif minwa perm; section to the right-of-way is the same as Ute street Pav�ng section. 4. Maximum Pavement Slope allowed rv:th'm 30 of the street Is4 .SR 5. Aggregate used in the concrete m z shall be granite. 6. If water shutoff I. In the driveway pavement a cover as manufactured by Mcdonald 74WA Series with a 8" opening "me & cover P, equal shall be Installed. WIOF COMMERCIAL/INDUSTRIAL wn*o momma an� r ns. wq s =ttwe w;. e m m CONCRETEIV W P DR E AY APRON REVISED: 3-16 ENGINEERING DEPARTMENT warE xo.; S2Di FNF. NWSLG SPELS St0] g � 5 Yng - Rj PeY s6;SB93 di"d"#;&fila. $3as s8 cease a u a o s ' i C� p j! i! 8 2 1 ! . � R p9 I p gw Ltl g4 a Off OF Pedestrian Curb Ramps Page 4 of 5 REnsm: m -is ENGINEERING DEPARTMENT PLATE No.: 52150 PILE M1bE: G: EtiP.\SPECS\°NSC [I 1� AGGRO EGATE BAg 1 IIIIS�-- COURSE FlLTER AGGREGATE "GOT 3149.2H MNDot 3733 GEOTEXTLE (TYPE 1) WRAPPED TRENCH 12 4" PERFORATED PIPE SON 35 TRENCH DETAIL -4" PERFORATED PVC SOR-35 PIPE_D4ETAIL NOTES: 1. CLEANOUTS REQUIRED AT 300' INTERVALS ALL ENDING O BE S 2. FOR BEC TO BE SHOWN EN AS -WILTS FOR ALL MES, UTS AND ENDING POINTS i0 ALL OPENINGS IN S. OPENINGS A STRUCTURE C RE FOR LED. tE 10 BE FABRICATED OR CORE DRILLED. 4. ALL ORAINTLES TO HAVE TRACER DARES. CPPIOF I ALTERNATE 4" SUB -SURFACE DRAINTILE REv1sEo:1a-16 ENGINEERING DEPARTMENT FILE NnME: c: ua\swEasw233 5233 & CUTTEP. NO CONCRETE CURBis CURB DETAIL SW.c § M xgM 3T kax 9 -eh' MEre1aD °4'n wArzR S�S.YL I °or wws u�aar�. • BkP " 1 R �. B S' 0. p5 3 L U Ewaseges _ n"nANNNI s 05 ' sx rwevT LwE Doe uu mnr eras .w ve av Visas ver. 4i r,weMU E°snwG BIW W]3 ow.r xxv e1.v.c N N. S I u e'acuss .1'..m"w.av s..rvcuT, u.vI.1lr^."r'S�1s[. yr ac T arer,.a 11 ."er amawermearace a cEmza emca/Y)tN�NTS CONCRETE CURB & GUTTER I CONCRETE CURB & GUTTER 10' res. IRM PJL Mb @I N eas.. I rNSScv°N .gNID i y o Y wwcw emn O w^e°x ry rc mloxEss a ME s+e - 1 B RIgP+I aF-WOY AT - - n xA+sE ' 6 / Y ] dim. Y ancx a race ll r �- 01F.�ra r r saemw w" R . ara.a � a1� en r .an OTm u. x. at ma µo ne °a.m• n. ge�! 111111 wer,,varasee, Is vere wn*o momma an� r ns. wq s =ttwe w;. e m m sa NTS Cff OF CONCRETE RESIDENTIAL Ml 1! -1 11-1 1-1 1 I 45 1-1 1-1 11 I I I DRIVEWAY ENTRANCES CBANH WITH AND WITHOUT CURBS '1P°0' EMrsETr.'to-ra-ENGINEERIIJG DEPARTMEINT 5208 FlLE NAMED ENG SFECS Siad HUB WITH THREADED METAL PLUG TO BE SET UNDER CURB DETAIL SW.c lb9 2 S.w_ 1,1 res .AL Su1'FLE 1-1�, FOR LOCATES VIA METAL DETECTOR. TRACER 151RE TO BE C � ea$ g �@D$tppp 211 Ab rGUPEa BROUGHT UP INTO BOX WITH 4" ADDITIONAL BLACK OF - DO NOT CONNECT TO EXISTING IN 12'EX 17 YARD BOX WITH CLOSED - EXISTING DRAINIT F 18• \- ue'a1T Vie me .'e., a., d, Pe. 82 �a on w',vNee 11 .1'..m"w.av s..rvcuT, u.vI.1lr^."r'S�1s[. COLORS AS APPROVED BY ENGINEER. 99g(g( C sig5asry'a T,I sins wr rov€% c NlnMµ6 WIA SF1pE5 NYN CAdYNNO I 5 FINISHED GRADE I CONCRETE CURB & GUTTER 10' res. IRM PJL �g99E999 ��'KRS.p�SGp�y� ONE PIECE SOLID a PVC ho 8 I NApp¢yVc pLIMN4 He`W g��g�9$�?p yty Is Row .. Ra. r; maID x n,' 2, RC .[-3 11 sU.S.. MLD. ar T L 4 1 9968419 Iwab: R nz x Ir.ex- c . wrvxs�x a 1-1 wrs a enwaes LAIN c ar mos e d w 4 wer,,varasee, Is vere ALA Mr I. . se re, YT ID ,wer tlR11 IN b w 3 Ml 1! -1 11-1 1-1 1 I 45 1-1 1-1 11 I I I 45 y 1'` b a ? OEM DRAIN CONNECTION a ENGINEERING DEPARTMENT PLATT NO.: S23S eILE wuR::a w6 axes\623s �4 k 9 229 x.evaro°-io Is a turn xis rf��y�r�o�r Pedestrian Curb Ramps 4M1Ill90D� Page 5 of 5 R �n>ED. " ENGINEERING DEPARTMENT PIAre 521 5D ,C ELLE NAM£: C:\ENG\SPECS\5215a HUB WITH THREADED METAL PLUG TO BE SET UNDER CURB DETAIL •A YWI CAVEbRr WtlMnow,uYug PRaiFA•v YARD BOX COVER PLUG TO BE MAGNETIZED TO ALLOW 2 S.w_ 1,1 res .AL Su1'FLE 1-1�, FOR LOCATES VIA METAL DETECTOR. TRACER 151RE TO BE e Nw, n 3 x.aus a Ab rGUPEa BROUGHT UP INTO BOX WITH 4" ADDITIONAL BLACK OF - DO NOT CONNECT TO EXISTING - - - I ILII-(ILII'-li-il IL-11 12'EX 17 YARD BOX WITH CLOSED - EXISTING DRAINIT F 18• \- ue'a1T Vie me .'e., a., d, Pe. COVER TO MATCH SURROUNDING on w',vNee 11 .1'..m"w.av s..rvcuT, u.vI.1lr^."r'S�1s[. COLORS AS APPROVED BY ENGINEER. x of xQx sig5asry'a T,I sins wr rov€% c NlnMµ6 WIA SF1pE5 NYN CAdYNNO I 5 FINISHED GRADE I CONCRETE CURB & GUTTER 10' res. IRM PJL gy ONE PIECE SOLID a PVC ho 8 I NApp¢yVc pLIMN4 gE b CLEANOUT RISERS. Row .. Ra. r; maID x n,' 2, RC .[-3 11 sU.S.. MLD. ar T jMR-35 -I I til (-III o I -I i -I I 1=1 I -I ~ 11-1 I I_I I �El1 1 1-1 Mi 11-1 I i nz x Ir.ex- c . wrvxs�x a 1-1 wrs a enwaes LAIN c ar mos e d w wer,,varasee, Is vere ALA Mr I. . se re, YT ID ,wer tlR11 w4 ws. .'evern,weve Kogree Ywee-s WON 111=1 I1_1 I P= 1=11-11 i-1 I F10 w D. Ml 1! -1 11-1 1-1 1 I 45 1-1 1-1 11 I I I 45 1 PVC SM -3514" PERFORATEDWIYE' PVC l tI R WIRE AS PER SPECIFICATIONS. NOTE, 1. SOLVANT WELD ALL .OiNTS ON CLEAN OUT. (NON-(GASKETED) 2. CLEAN CUTS SHALL BE SPACES AT 300' INTERVALS (MAXIMUM) 3. KNOB AND RISER TO BE SAME SIZE AS DRAINTIE MAIN. 4. ALL DRAJNTIM MUSTHAHE TRACER WIRE BROUGHT UP TO THE SURFACE AT EACH STRUCTURE IN TRACER WIRE BOX PER DETAIIL 5501 OR AT A CLEAN OUT AS SHOWN ABOVE. FOLLOWNG COMPLETION, TINE CONTRACTOR WILL BE REQUIRED TO LOCATE NA TRACER 'JWRE TEST. CIff SUB-SURFACIE PVC DRAINTILE CLEANOUTS IFOR INLINE AND 01111111 END OF RLUN CLEANOUTS Rmsm: to -1s ENGINEERING DEPARTMENIT PST No.. euE N0.ME:G: sPEC6 s23a 5234 I ur owe race PA NO CONCRETE CURB & Gjl L CURB DETAIL •A YWI CAVEbRr WtlMnow,uYug PRaiFA•v e 6 WJlaCattR nLLbK Ji 2 S.w_ 1,1 res .AL Su1'FLE 1-1�, .. F Is wan. e Nw, n 3 x.aus a Ab rGUPEa F'Y�sT DO NOT CONNECT TO EXISTING - - - I ILII-(ILII'-li-il IL-11 E. fealI - EXISTING DRAINIT F 18• \- ue'a1T Vie me .'e., a., d, Pe. TAK asrM INgle, tlpA�Q on w',vNee 11 .1'..m"w.av s..rvcuT, u.vI.1lr^."r'S�1s[. x xrnmeeAcaao x of xQx sig5asry'a T,I sins wr rov€% c NlnMµ6 WIA SF1pE5 NYN CAdYNNO RN A41 & 118 W NVAt 9W1 A' 1N51gaF]. I CONCRETE CURB & GUTTER 10' res. IRM PJL gy a0 4 % aRKw 'MOM PPN+'fltY ho 8 I NApp¢yVc pLIMN4 gE b i tl Ise. ':- tl Row .. Ra. r; maID x n,' 2, RC .[-3 11 sU.S.. MLD. ar T 9-T x -€API or ttrsc t` TrI x nz x Ir.ex- c . wrvxs�x a 1-1 wrs a enwaes LAIN c ar mos e d my ersE wer,,varasee, Is vere ALA Mr I. . se re, YT ID ,wer tlR11 w4 ws. .'evern,weve Kogree Ywee-s WON MMAIM L IN11.1PMEA1 P.4. AS 1"11 BY iiu aPEre mxwE a cram w €au es usrulm. CfffOF pp�y,,,Mtpy, RESIDENTIAL BITUMINOUS ELNAY ENTRANCES b➢N1➢HOilLl1 AND WITHOUT CURBS N ... VEFIT PLIIE MS.: SZOg OEM VARIABLE w 1/4" PER FT. SLOPE n TOWARD ROADWAY MINIMUM 11' - 12� I VARIES 10' CURD TOPSOIL TYPICAL " I 3" MNDOT 2360 SPWEA340B E CLASS 5 BASE COMPACTED SUBGRADE PER SOIL ENGINEER NOTES' I. SHOULDERS TO BE BACKFILLED AND RESTORED WITH TOPSOIL AND RE -VEGETATED WITH SOO OR SEED / MULCH. <. THE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR IOOR MAINTENANCE 60NO UPON CITUP ACCE TANCE. 3. THIS DETAIL / SPECIFICATIONS ARE MINIMUMN REQUIREMENTS ADDITIONAL DESIGN MAY BE REQUIRED DEPENDING ON EXISTING SUB -GRADE SOIL CONDITIONS. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSUITABLE SOILS, NO WASTE MATERIAL, BLACK DIRT, OR CROANIC SOILS ALLOWED, 5. PATCHING OF EXISTING TRAILS SHALL BE FULL MUTH AND NO LESS MAN 4' LONGITUDINALLY . C670F BITUMINOUS TRAIL 77 REVISED: 10-16 PLATE NO.: 5216 mE wxen'T Ka\s Ers4sz16 ENGINEERING DEPARTMENT DESIGNER NO. I BY DATE REVISIONS CURB DETAIL I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. J , S yj/�� BACKFILL AREA VWTN ROCK. I =1 I II 1-1�, If�l FILE NO. 37865-001-200 TCW 01 CAW 07/07/17 RPBCWD COMMENTS -- DO NOT CONNECT TO EXISTING - - - I ILII-(ILII'-li-il IL-11 DRAINTiLE PIPING - - EXISTING DRAINIT F CHECKED BY 04 TCW 07/31/17 RPBCWD COMMENTS TRENCH AND PIPE DO 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 PSP �� '`� TRENCH DETAIL 6" TOPSOIL COVER ROCK TO BE WRAPED IN TYPE 1 GEOTEXTM FABRIC 06/14/17 1 111 1 1 � ISI COURSE FILTER(` - AGGREGATE 3FuL2H 4' WN. aiA. PPE 1 I�� TTTIII �!L 111 TF- 1 f4"ITh 4" 4- CCPfOP TYPICAL PRIVATE OEM DRAIN CONNECTION REV�SEO: ID -t6 ENGINEERING DEPARTMENT PLATT NO.: S23S eILE wuR::a w6 axes\623s DESIGNER NO. I BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. J , S yj/�� c�Rs �`y �" n, S�R11 Po m SATH RE-BERGQUIST, INC. CITY PROJECT NO. DETAIL SHEETS FAWN HILL HP HOLDINGS, LLC. FILE NO. 37865-001-200 TCW 01 CAW 07/07/17 RPBCWD COMMENTS -- DRAWN BY 02 TCW 07/12/17 COUNTY COMMENTS CHANHASSEN, MINNESOTA TCW 03 TCW 07/18/17 CITY COMMENTS 09 11 CHECKED BY 04 TCW 07/31/17 RPBCWD COMMENTS o m w GtiF RS DO 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 PSP �� '`� RSM DATE ROBERTS. MOLSTAD, P.E. Z��ZB Date: 7 Lic. No. 06/14/17 Y+' Fso. 1"-2" CLEAN CRUSHED ROCK 6"MIN-0£PTH FOR ROCK �Qp\ 10'MIN.DEPTH FOR WOODCHIPS RCCyy,, Cyrpvr 18" MINIMUM CUT OFF BERM -/ TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC �rOtN M\N\„yTE xQ NOTE: FILTER FABRIG SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. C11iOF ROCK CONSTRUCTION ENTRANCE PEvraEO: 1-10 ENGINEERING DEPARTMENT PLATE rb i,501 ILLS N4AE G, vskV SPECS\53m BIOROLL WATTLE/ROCK WEIR TO BE REMOVED WHEN STABILIZED. GSEO E p\� FLOW r / WATTLE BIOROLL WEIR 11� ROCK At FABRIC WEIR PERIMETER CONTROL GUARD BOTTOM OF FES BOTTOOF M 6" DR 12" BIOROLL SECURED INSIDE FES 6"-12" OF U)¢" TO 2" WASHED ROCK WRAPPED INSIDE A MONOFILAMENT TYPE GEOTEXTILE FABRIC 1p INSIDE FED 4I1►OF FLARED END SED'RAP ROCK WEIR/WATTL,- E PED e ;SENT PLATE Na.. L 5302F YAA L'. \y.J\SPCCS 5302A DESIGNER NO. SEE BELOW DATE TCW 01 CAW 07/07/17 DRAWN BY Y \- UNDERGROUND 07/12/17 / 9V To pISCHARGE 03 EXISTING -' 07/18/17 pRniNiLE SUMP PUMP DRA:NTILE 04 FOUNDATION WALL MINIMUM 1.)'� RSM 0 1¢WVAME'ALwrwPar owspea POSITIVE SLOPE ( 11 an. SrA. MAX 9WL se INE N . ATILL ON PIPE ONPIP 2" MIN!MUM i}• PCW SPACING��_ - N 4" FLEXIBLE 90' BEND PLASTIC PIP£ RM' i ARRCSTAIN DANNFALN IN 1 LETT CATION "ABC" IN ](2' LETTERS AP® /2' OATS CEDE IN 1 LETTERS. .T. SH 11. HARDWARE SHOULD BE PACKAGE) IN BURLAP BAG AND GENERA_ NOTES; cocoa Avsl sM. score mo-w.maa NLCK3Ax IN app" AT TACHE➢ TO FOUNDATION. HOUSE SUMP i tau sNHi uea Amuses seAu x sow nx.F. PUMP CONNECTION CEM DETAIL REVISED: 3-i6 ENGINEERHdG DEPARTMENT PLATE NO,5236 OLE NAME. a\TNG\SPECS\5206 Y+' Fso. 1"-2" CLEAN CRUSHED ROCK 6"MIN-0£PTH FOR ROCK �Qp\ 10'MIN.DEPTH FOR WOODCHIPS RCCyy,, Cyrpvr 18" MINIMUM CUT OFF BERM -/ TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC �rOtN M\N\„yTE xQ NOTE: FILTER FABRIG SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. C11iOF ROCK CONSTRUCTION ENTRANCE PEvraEO: 1-10 ENGINEERING DEPARTMENT PLATE rb i,501 ILLS N4AE G, vskV SPECS\53m BIOROLL WATTLE/ROCK WEIR TO BE REMOVED WHEN STABILIZED. GSEO E p\� FLOW r / WATTLE BIOROLL WEIR 11� ROCK At FABRIC WEIR PERIMETER CONTROL GUARD BOTTOM OF FES BOTTOOF M 6" DR 12" BIOROLL SECURED INSIDE FES 6"-12" OF U)¢" TO 2" WASHED ROCK WRAPPED INSIDE A MONOFILAMENT TYPE GEOTEXTILE FABRIC 1p INSIDE FED 4I1►OF FLARED END SED'RAP ROCK WEIR/WATTL,- E PED e ;SENT PLATE Na.. L 5302F YAA L'. \y.J\SPCCS 5302A DESIGNER NO. BY DATE TCW 01 CAW 07/07/17 DRAWN BY 02 TCW 07/12/17 TCW 03 TCW 07/18/17 CHECKED BY 04 TCW 07/31/17 RSM 0 1¢WVAME'ALwrwPar owspea N \ ( 11 an. SrA. MAX 9WL se INE N . ATILL DATE O iLRg; RVB FMo. Spiel wJ 112NPaar P X) Ili' % V MrtM. p An. NaPPA call cod 01101 POLE POLE REW5E0: 1-17 PIATE NO: u arae RTNc DEPARTMENT 5240 ELLE NAME: G:\ENG\SPECT"W'd 1" DIAMETER ROCK FILTER NOTE, SILT FENCE PER MNDOT SPECIFICATIONS. SOURCE 200, MACHINE SLICED WOVEN AREA MONOFILAMENT. EE WIDE INLET Al /( GRATE FASTENED TO STEEL T -POSTS WITH 3 (5016) TENSILE STRENGTH PLASTIC ZIP TIES PER T-POST.(MACHINE SLICED) h 4' MINIMUM w 24" RUNOFF r/ I 24 J FILTERED WATER SECTION A -A QF[OF OFFROAD CATCHBASIN FILTER BARRIER HDISEO: z -lo ENGINEERING DEPARTMENT PUT- Raw.. OLE NAME: G: \Esc specs\s3az 5302 WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC 2" X4"X 2y LONG Moo POSTS. 8 REO'D. NOTES, CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6' BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. 2" X 4' HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-16D COMMON NAILS MLYVOFILAMENT GEOTE%TILE )- FABRIC AS PER MNOOT TABLE MiOR-1 (MACHINE SLICED). ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX M. J 2" WASHED ROCK IT DEEP X 2' WIDE *MIOF SILT BOX SEDIMENT TRAP WWII REMSE¢ 110 ENGINEERING DEPARTMENT FLAK No.: FILE MME e: \,EN;\SPECS\5302A it 5302G ,\ G%NERAL_}NiNES - TYPE R LUMINAIRE' C OQ IW 1.. As ware amn usm IMMAR AzAIHMw1x _.-m-lN MIANDRo6Ce19PA�eEPpPlr'.�r°u .A de Lm .wl.nxv tt »Rtura SQ wndrt0 [Nu. STAPLES AT 4'INT INTERVALS S re. IaaNw . APE --_-� IV. .RN awr �j «r Fnr»wanE A.. 1. AAm ron N xa,Na Menadow, -i his en AMM vor down SLOPE GRADIENT 1 . 6F PEtixNApl ".kI. Me ,IASL i call BML. 1z70.) su ccon.l.wrrxm 2Ea v 5 car. 5r/Nw.w RO as O uc N-,xw,-�.xy aL!!PffiRM fu uR ROM. -R. W amearese [arnL -R. f 1 0 1¢WVAME'ALwrwPar owspea N \ ( 11 an. SrA. MAX 9WL se INE N . ATILL PITCH O iLRg; RVB FMo. Spiel wJ 112NPaar P X) Ili' % V MrtM. p An. NaPPA call cod - N N we ALART: QQ n a"mr�"Awl suu saws, rRa »rt nerve dean L se, Sr . iNWJM pranaK 6 4VQE N -IK -G E mare ANIAaE 10. BA4E l PMMAMnnC E MYTH .muss leek n ors ssAu M U. A M1. PE mw. To eusPaaY m-nR-A. wRRrxxr Fusxanm Dee Ass Nam A ... Ton, w .1 RM' i ARRCSTAIN DANNFALN IN 1 LETT CATION "ABC" IN ](2' LETTERS AP® /2' OATS CEDE IN 1 LETTERS. .T. SH 11. HARDWARE SHOULD BE PACKAGE) IN BURLAP BAG AND GENERA_ NOTES; cocoa Avsl sM. score mo-w.maa NLCK3Ax IN app" AT TACHE➢ TO FOUNDATION. xrn uMAcr AR x a MMMIFNM'R ixamnus i tau sNHi uea Amuses seAu x sow nx.F. RECOMENDED TOROME: NO GREATER THAN 16,000 R. 18. LIMNMnn PP1 PPatwm W m 91A1L BF W AW60.£p rM1. ITT XA. aaaw a a uvs xawN n�EMwrv: wal >r¢ Art mnwrem m.°N. RakcY .. LIGHTING ASSEMBLY All XVIWHa Irlod fA'dtt.I Sal PE rAe1GV rdOFN ch. Aver LNAVXL BASE DETAIL AS w.Ta sown„ -IUP Manua as :red As INP N"rol ear. ENGINEERING DEPARTMENT Twourn A., wast Al DOTCI ., MOTHm IDR 1. MIR A. de. OLE NpuE:c: NG 5PEL4\5xm .. F C In`=• b.'SEM1G SPECS 5302A LLaWPW�RAE P[I.Oi.11 FRES am 1.1 anals S) KA^[OAKK%UpN6 SNNL RE NI<gWT. -3 "Ec PALL:. NSTNIra AT NL,wa.s, a .1 aB er.oa^sahera E M. Nonnavm[ta � _ ANtMa'-ARBA LXNMLA Al a� rope 01101 POLE POLE REW5E0: 1-17 PIATE NO: u arae RTNc DEPARTMENT 5240 ELLE NAME: G:\ENG\SPECT"W'd 1" DIAMETER ROCK FILTER NOTE, SILT FENCE PER MNDOT SPECIFICATIONS. SOURCE 200, MACHINE SLICED WOVEN AREA MONOFILAMENT. EE WIDE INLET Al /( GRATE FASTENED TO STEEL T -POSTS WITH 3 (5016) TENSILE STRENGTH PLASTIC ZIP TIES PER T-POST.(MACHINE SLICED) h 4' MINIMUM w 24" RUNOFF r/ I 24 J FILTERED WATER SECTION A -A QF[OF OFFROAD CATCHBASIN FILTER BARRIER HDISEO: z -lo ENGINEERING DEPARTMENT PUT- Raw.. OLE NAME: G: \Esc specs\s3az 5302 WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC 2" X4"X 2y LONG Moo POSTS. 8 REO'D. NOTES, CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6' BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. 2" X 4' HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-16D COMMON NAILS MLYVOFILAMENT GEOTE%TILE )- FABRIC AS PER MNOOT TABLE MiOR-1 (MACHINE SLICED). ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX M. J 2" WASHED ROCK IT DEEP X 2' WIDE *MIOF SILT BOX SEDIMENT TRAP WWII REMSE¢ 110 ENGINEERING DEPARTMENT FLAK No.: FILE MME e: \,EN;\SPECS\5302A it 5302G ,\ HELIX C 1112 G882 "ARC&AR A C IFIL ODES: SQ (4) 1 V GPLI CARRIAGE BOLTS FLU THREADS. STAPLES AT 4'INT INTERVALS S (9) ROUND =T WASHERS. --_-� (5) 1' NUTS. NOR. (A) LOCK WASHERS. k - (4) Y. 5x3" TAPPED RETAINING WASHER. SLOPE GRADIENT Nis To n' Du. BML. 1z70.) BOLT CIRCLE +Sg[.FL ASTM: A252-(LATIST RATIONA GRADE 2. 41EEL PIPET Fw ALTERNATE ORB. GR E 0. A53-(UTESi REMSwN) TYPE E OR B. GRADE D. SME. PIPS OR ASTN A500 -(L msr REW90N) GRADE B STRIMNRAI STEEL FUBpVG. (I) NOTCHES IN SHAFT ASTM AB36- LATEST REVLGYNa HOT ROLLED ( ) BOLT NEAR N \ G£ R AWS NOTES PITCH L FINIG{ HOT DIP GALVAR12E PER ASTM-A1i5 (LATEST drecko . - N ER TO SHAFT A%IS 1' LPR ( ) 2. 9AOLE 10. BA4E l PMMAMnnC E MYTH N (DOWUOKU CfIE I AND ROLE CENTERLINE CONCENTRw (4.185) To SHAFT AKS. RM' i ARRCSTAIN DANNFALN IN 1 LETT CATION "ABC" IN ](2' LETTERS AP® /2' OATS CEDE IN 1 LETTERS. 3. STENCIL MEN 1f2 IN, LETTERS MANUFACTURER'S NUMBER SH 11. HARDWARE SHOULD BE PACKAGE) IN BURLAP BAG AND AFTER OdAG. AT TACHE➢ TO FOUNDATION. 4. PILOTT POINTPG1Ni AND SHAFT AXES i0 BE CONCENTRIC (+/- SEDIMENT TRAP MANUFACTURED BY WiMOO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN, OR EQUAL PFOFICARQKWTANDARDS DESGN 10ADS an AM N,Itta Nl4F.V.E.wIE 4E&xr LNp m.. n in' -n+ WXM1FbRM N's Mcm qE6 W.Me M1W ANL mAXA` an rt"rell am A ', �NMIM blGnarr'so .1 is 1 lis MAI MODEL#CG23 AFFLIT OR PLATE 01£RFZDW 1 - LEIUIER fX III]fR A53EMflY ,(� OVfRr2pK' 2 - TDP ti cTft 89X I \` X-10' fd1ER ACSfMFLY 01 re \ / f -CG-?3 MN-FLOIY k�CFI-SLOW FABRIC � �/ 1. NOTES, 1. CLEAN EITHER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED Y/ITF1 SEDIMENT. 2. REMOVE DE�LBRRISS/SEDIMEM FROM RECEPTACLE AFTER EACH RAIN EVENT. 41II OF CATCH BASIN SEDIMENT TRAP Nome: 1 D ENGINEERING DEPARTMENT PUTE ND.. 5302A FILE NNE G.IEN�\SFESIS\.^02A ROCK WEEPER MNDDT TYPE 9 MULCH 0-12 (11'y" WASHED ROCK) I 7 DIRECTION OF 7k"I! rwievam'w,olr's SURFACE FLOWIAF _ TYPE IV GEOTEKPLE PFBRICT ANCHORED )N 6" X b" TRENCH WIthY 6", 11 GAUGE METAL S7MLE DOWNSTREAM STAPLES Al 4' 114- ALS SIDE OF FABRIC AT 2' INTERVALS MNDDT TYPE 9 MULCH (1 XE" WASHED ROCK) If. BIO WEEPER STAPLE DOWNSTREAM I -I INTERVVALSOF ABRIC AT 2' DIRECTION OF 1 SURFACE FLOW TYPE IV GEOTEXTILE FABRIC HELIX NOMMLAL SURFACES (1 WASHED ROCK) WITH 6", 11 GAUGE METAL 8. ALL MATERIAL Is TO 8E NEW UNUSED 00 MILL STAPLES AT 4'INT INTERVALS S Tae 2 mMw bun vaauerzx L --_-� iRgCEABLE MEETING THE FOA25-fL ESTSPEREMACA & qvw elF i 8 q5 M A25- LATEST REV,GON NOR. POSTS DRIVEN 2INTO GROUND AT 30 SPACING -(HEIGHT IN FEET X 100) S�CUR& STEEL (CONFORM TO Ag5Xi0 MON.. SLOPE GRADIENT 4' O.C. ALONG ENTIRE WATTLE LENGTH BML. 1z70.) --'� ALL RADIAL SEGTODS NORMAL ''. TO AIS +/_ s +Sg[.FL ASTM: A252-(LATIST RATIONA GRADE 2. 41EEL PIPET Fw ALTERNATE ORB. GR E 0. A53-(UTESi REMSwN) TYPE E OR B. GRADE D. SME. PIPS OR ASTN A500 -(L msr REW90N) GRADE B STRIMNRAI STEEL FUBpVG. DITCH CHECK WITH WATTLE ASTM AB36- LATEST REVLGYNa HOT ROLLED ( ) ENGINEERING DEPARTMENT EBELDL. TREXL FILE NAME 6:\ENG\SPEOVS"I2H PITCH %I OT PONT: ANN A575 -(LATEST REVISION) STEEL RAR. 8GN1Jk CNOR DOLT PER AND Steel, 845 ,MES DRAINAGE AREA OLESS. GRADE -5. �2'DESIGN VOLUME IS A 10. BA4E l PMMAMnnC E MYTH ALL DS I EMOTIONS NORMAL 10 AXIS +/- S RM' i ARRCSTAIN DANNFALN IN 1 LETT CATION "ABC" IN ](2' LETTERS AP® /2' OATS CEDE IN 1 LETTERS. FEET PER ACRE OF SH 11. HARDWARE SHOULD BE PACKAGE) IN BURLAP BAG AND (-/ AT TACHE➢ TO FOUNDATION. HELIX MUST BE FORRffD BY MATCHING i METAL HIE CM FOF) (Seat WEED OF iRIIE��HppFpll��M RECOMENDED TOROME: NO GREATER THAN 16,000 R. 18. us, 4111 OF LIGHTING ASSEMBLY SEDIMENT TRAP BASE DETAIL MOST) 2-08 ENGINEERING DEPARTMENT PUTE NO.: 5241 OLE NpuE:c: NG 5PEL4\5xm puTE No.: _ 5`SD2 F C In`=• b.'SEM1G SPECS 5302A W� SEDIMENT TRAP MANUFACTURED BY WiMOO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN, OR EQUAL PFOFICARQKWTANDARDS DESGN 10ADS an AM N,Itta Nl4F.V.E.wIE 4E&xr LNp m.. n in' -n+ WXM1FbRM N's Mcm qE6 W.Me M1W ANL mAXA` an rt"rell am A ', �NMIM blGnarr'so .1 is 1 lis MAI MODEL#CG23 AFFLIT OR PLATE 01£RFZDW 1 - LEIUIER fX III]fR A53EMflY ,(� OVfRr2pK' 2 - TDP ti cTft 89X I \` X-10' fd1ER ACSfMFLY 01 re \ / f -CG-?3 MN-FLOIY k�CFI-SLOW FABRIC � �/ 1. NOTES, 1. CLEAN EITHER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED Y/ITF1 SEDIMENT. 2. REMOVE DE�LBRRISS/SEDIMEM FROM RECEPTACLE AFTER EACH RAIN EVENT. 41II OF CATCH BASIN SEDIMENT TRAP Nome: 1 D ENGINEERING DEPARTMENT PUTE ND.. 5302A FILE NNE G.IEN�\SFESIS\.^02A ROCK WEEPER MNDDT TYPE 9 MULCH 0-12 (11'y" WASHED ROCK) I 7 DIRECTION OF 7k"I! rwievam'w,olr's SURFACE FLOWIAF _ TYPE IV GEOTEKPLE PFBRICT ANCHORED )N 6" X b" TRENCH WIthY 6", 11 GAUGE METAL S7MLE DOWNSTREAM STAPLES Al 4' 114- ALS SIDE OF FABRIC AT 2' INTERVALS MNDDT TYPE 9 MULCH (1 XE" WASHED ROCK) If. BIO WEEPER STAPLE DOWNSTREAM I -I INTERVVALSOF ABRIC AT 2' DIRECTION OF 1 SURFACE FLOW TYPE IV GEOTEXTILE FABRIC MNOUT TYPE 9 MULCH A14CHORED IN 6' X 6" TRENCH (1 WASHED ROCK) WITH 6", 11 GAUGE METAL /6' STAPLES AT 4'INT INTERVALS S Tae 2 mMw bun vaauerzx L --_-� TO B" DEN WATTLE WITH 36' LONG NOR. POSTS DRIVEN 2INTO GROUND AT 30 SPACING -(HEIGHT IN FEET X 100) DEGREE ANGLE ALL ONGSIDE THE WATTLE SLOPE GRADIENT 4' O.C. ALONG ENTIRE WATTLE LENGTH Cfff Of WEEPER DITCH CHECK/ chum DITCH CHECK WITH WATTLE REVISED- 2-tp ENGINEERING DEPARTMENT Flare N0'` 5302H FILE NAME 6:\ENG\SPEOVS"I2H TRAP USED EOR ACRES 2R " USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. RPBCWD COMMENTS COUNTY COMMENTS CITY COMMENTS RPBCWD COMMENTS SURFACE FLOW Tae 2 mMw bun vaauerzx L 26 660.4 14{355'°) rLAPPED ROOF W/DRIP SHIELD (4 -GOES) PHOTOELECTRIC CONTROL DEVICE AREA LIGHTING RESEARCH p55T-IRB o TWISTLOCK RECEPTACLE, 3 -TERMINAL o TOOOW. 240VAC (MAX) PHOTOCELL TERMINAL BLOCK ® CONTROL POWER TEST SWITCH, 2 -POSITION 'AUTO' -'MMT ALLEN -BRADLEY TYPE '80Gr OLTIGHT RIBOOT-HI METER SOCKET, 200AMP .. DOUBLE PADLOCK PROVISION p'Na GIN CIRCUIT BREAKER. 20A/1P SURGE SUPPRESSOR, SgUARE-D gSDSAnS ° - CONTROL POWER TEST BREAKER 15AMP/1P o ^�a set s TME '90' FULL DEAD FRONT M INC GUI %42EIOOAAPP/2P ® a 428100 CInCAIn RRFAKFRe 2P SIEMENS TME 'BO', Oft EPUIL CONTACTOR 2-60AMP P W 120VAC COILALLEN-. ®, JDUPLEXBOrtDRECELEYP E 20AR EQUAL ANGLE IRON BASE FRAME WON OPEN BOTTOM FRONT ELEVATION RIGHT 510E ELEVATION 14(355.6) 1(25.4) INTERIOR MINCE MTG. PANEL AND CONTINUOUSLY OPEN BOTTOM HINGED OEADFRONT ANGLE IRON BASE MAW (3/16" X 2" X 2") CONSTRUCTION NOMSE 1. SERVICE CABINET SHALL BE FAe RIPATED FROM //1,2 GAUGE :5 4 T i ALL FORMED AND NELDEO GGAqLLVAN12E0 STEEL FaR DUMMOR DA. M G TOLE (4) WEATHERPROOF SERMCE A HWLS➢ GASKETED DDDR SECURED W 3 -Pt. PAOLOLKAHI-E YAVLT NRN NANpLE Nv1�'GES SHALL BE SS 'N/HRASS PIN N10 SECLREO Ta taBkAM WMINJ-CCRR DU,, BASE LAYOUT TAMPERRRPROOF CARRIAGE BOLTS EXPOS€D SURF CES SIIA11 BE AN OVVEEN BAAKED PRIMER O eLialTONAME , INTO asst 3507 AND • 3MON led- Sinai, Nm"� w 2 EERY.C[ CpgINETS SHALL gE U` lA5lE0 ANp•LA3EtED •41ITA6LE FW U8 /S SERVICE ENTRANCE EWIPMENT. gTtOF STREET LIGHT OEM SERVICE CABINET RENSFD. r-vo ENGINEERING DEPARTMENT PUre ND.. o HIE NAME: 0:\ENG\S:Ers\s24x 524 SAMPLE EROSION CONTROL MwxuN a IP Fool ¢MFas ROOL PLAN FOR INDIVIDUAL LOTS /-pw'"TAT" Ewe OF e DIRECTION OF rva a5,u9 T 941 SURFACE FLOW Tae 2 mMw bun vaauerzx L --_-� PEa fPMf£NT m LOT_�FON AlnrgXE IWp,ERE LOT 3 j MIT x eport aT FENCE �adTi FENXE io¢:mEe D, encs, LME WTW I - CxnCExr Ar EENfE OKR-CPP IT FRaPEptY LINE uW l xO w'x Asian her. n Nan n An masa. dTya' °E SDLP FENCE p pQ"w •' spoor xIM1W I ( PMIMEItR Iu• SUPFAtE WAIEP Anne hpw �° A w1¢a OLEe-UP 3Ll rFNaE smr_T sraw sonew vat, EN,nwsr -EDIMENT CONtROL I. al Wax, No r wortenan one. =. • Water resources cleft must be contacted before any/all dawobving activity Perimeter sediment controls ars, necessary at downsloping property and street edges. Note that sediment controls need to Provide containment by turning parameter can Vols oPeiope rty. -into prope + Periarrar centrals can Include Mw lags, mulch berms and/., silt fence. See "Dot Roes. 3897 & 2573. ` Temporary stockpiles cannot be placed in drainage sordes, surface Andura. Or on public streets. odd must have perimeter control EROSION CONTROL Tapsoll-Site has a minimum of 4-8 inches IN topsoil, C ... Inretion entrance -1 to 2" clean crusted rock at IT depth of 6 irlGrea P House Roof P rimeter- traw mulch at 2 inches deep ...no Hausa dR.Uy below roof Inc.lIf House has rain gotten, tlownpouls need energy disalpatiom. Dopes -Steeper than 4:1 with positive Dennis to surface Waters of the state need erasion contra blankets antl tempwwy or permanent s«dmg. See TINDAL Spec. M85 & 2575. Swales. Need blankets ovw final 200'. Swales-Meed hAck dams if slope is 4:1 or greater. m ffOFF EROSION CONTROL FOR 110Mlle�urall INDIVIDUAL LOTS '(TYP.) RL11;11 z u ENGINEERING DEPARTMENT Pum reD.. 53028 FLLF NAME \EN \SPFtiS\5330tH �2" i0 3" WASHED ROCK I. PLAN VIEW A A L- C DRAINAGE WAY L 2 Ii, SECTION A -A MOM PLAN FOR MULTIFAMILY LOTS 0-1' MIN, 5' MAX DIRECTION OF W=10' MIN. 25' MAX SURFACE FLOW W(FE)- 10 X DRAINAGE --_-� ARTA (AC.) _ �%, 9NTACE WAMO. 01 LGEDTEXTILE D.w FABRIC II `1$ (AIN. REVERSE GRADIENT III. TRAP QUID. Saa yd TRAP USED EOR ACRES 2R DRAINAGE AREA OLESS. ' a �2'DESIGN VOLUME IS A MINIMUM OF 1800 CUBIC 1(� FEET PER ACRE OF T CONTRRBUTWG DRAINAGE K, AREA. i IS S U fOFTEMPORARY us, I -z uW mS SEDIMENT TRAP w s, d 2.5 ACRES OR LESS e sl'_r, to ENGINEERING DEPARTMENT puTE No.: _ 5`SD2 F C In`=• b.'SEM1G SPECS 5302A W� I HEREBY CERTIFY THATHI SPECIFICATION T S PLAN OR ECI KATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. OZ 4 s.X- ROBERTS- MOLSTAD, P.E. Preformed Joint Filler Between Sidewalk or Sidewalks or Concrete Areas and Concrete Foundation Cencrete area Approx. 3/4" IS Min �-2" _ Steel Wire M89h Foundation in Sidewalk or Concrete areas Preformed Joint Filler Between Sidewalks or Concrete Areas and Concrete Foundation 2" Ground Line C_ v r •.• 36 Mln 18" (din. 2" Steel Wire Mesh �- Langer If Directed by Rho Engineer in the Field Foundation in Shoulder or Boulevard areas NOTES: h 5 1. Foundation Me spea'fOr be Plane orrspecial Pmerwonscobinet base to be Instoflad, 2. Anchor rads, nuts, and washers ce approved by cabinet manufacturer. Number, size and length of anchor rods shall be as required the cabinet ( b h tub anufacturar.) 9 9 Y 3. Upal per port of foundation sebe beveled w chartered m o neat manner as xect¢d by the Engineer in the Fold,4. Conduit (number and size) into foundation shall be as required in Plans or Special Provision. Top of conduit shall be threaded and ca ped atter installation (until signal cables ore fislalla) Conduit seal Pm f 2'=3" ab9w concrete and shall bo lacatetl Inside IN cab�n¢t. pa where dir Chad by the Engineer, but shall of interfere wRe an abm l supporting 4 y c e ppor Ing members. 5. A 50' Dia. x 15" gground rod shall be installed in the found.tian and project 2"- otme space ta. 6 d, alk w in r sroll bn n, the dna, Of He cab t n all e.,. - A -d far 1 ,Ori mat 8 0OF SERVICE CABINET FOUNDATION REMSE°: 1-10 PIATE NO.: FaE ww'.c\ONG\SPECS\sz4a ENGINEERING DEPARTMENT 524;; SAMPLE EROSION CONTROL PLAN FOR MULTIFAMILY LOTS NNrAw MAIG F°DwA1ET 67 has 1 NCAN, WTv eEMEETI R EDGE N A1YJ gsNRSEa `AIL • - - - ' lYPE 3 ReAvr WIT PDeMETnt LOT t stiaFd¢ warts oe wATniWnv rmvma REN. AwACEur ro _ �%, 9NTACE WAMO. Oval- I - DYER -LAP I I 1 I f LOT 3 i DT2 1 ff AT wll; ROOF awM9. PERIMETQi �'� -`c:' I g$' 11 AdesIS w URB & GUTTER crnm-LAP SILT TENSE STREET ENTRANCE STORM SEWER INLET SEDIMENT CONTROL "MCO OR SIMILAR INLET PROTECTION DETAIL 5302A x Water resources staff ..at be sonlopled before say/all WAIR.rin9 activity • Perimeter wgra l controls ore nceess.ry at downsloping propertyy o d street . ad, Note that sadlment ...Inds need to provide containment by tumin9 perimeter controls upslope--into property. Perimeter central. ren Include Mter lags, mulch berms and/or sit fence. See MNDot Spec. M97 AS 2573. ` Temporary etockplles cannot be placed in &aid,. .wares. .,to. nature. or on p.bit. .Gleets. pad must have perimeter .pmol. EROSION CONTROL • Tcpeoil-Ste ties IT m!nim.m of 4-6 inches of (..stun. Construction entramee-1 to 2" dean coshed racNep a 9 t depth O P d 6lndie3. • Hmase Roof Perimeter -Strew mulch of 2 Inches deep around house directly below roof Cos. If house he, rain gutters. down puts need energy dissipation. Slopes -Steeper than 4:1 with positive Orpde to the wakero of Ue staid rteeb erosion control blankets and temporary or permanent seeding. Swcles-Need blankets .ver the final 200'. Sordes -Need check dams ry slope is 4:1 w greater. • See MNO.t Spec. 3885 AT 2575. UffOF EROSION CONTROL FOR MULTIFAMILY LOTS (TYP.) atvsec: t -Is ENGINEERING Dure No.: EPARTMENT p5302C 'TLE NAME: O:\ENG SPECS\53D2C c Where the flow of water is w sheeting, place sod strips perpendicular to the direction Or water flow. SHINGLING SOD Where the Bow of note, is concentroted s lace sod steps P parallel to the direction of OVERLAPPING SOD water, How. NOTE: Although pegging an sod is not specifically required it is uMdA,e..d that the contractor will be responsible far the successful establishment of the sod including repair or neat and ement of sod which becomes displaced or damaged due to lack of protection or proper care. CPF[OF SOD PLACEMENT REVISED : 1-1n PIATE HD.: OLE MME:G\Esc\sPEcs\6303 ENGINEERING DEPARTMENT 5303 2'-0' 1/2"x6" Galvanized Botts /r with Cut Washers / (Carnage, Hex. or Sq.) 7-1/2" T 1•• 14 -3 1/0. ..L. `Is V-3 1/4" en Nam Hai No 81x8'-0" 2MIN ^ Gmde Lumber E Ez. Groumd Ad APPRO%. 2.-sry Treated Wood Posts Grade Lumber or better NOTE The netr!Gode -ward face surtoces shall in fully reP!ectorishe in conforming silver -white and red striping, using c reFlel221 sheeting conforming la the requirements of MnDot Spec. 3352.2A2a, Standard No. 1. Prior to installing the reflective sheeting, the barricmde broods shall be Sven a complete coating of White Wood Primer t conforming 9 P 9 acre n 9 0 MnDot epee 3513, followed a second coot of white point Gonfmming to MnOat span. 3531 applied only to the surfaces not covered With reflective sheeting. The barricade boards shall be completely pointed amd reflectorized sheeting applied before being installed on the posts:. The bonicods shall be placed MD -0" from end of (bituminous road, barricades to be centered on the roadway, to be facing trafic flow. Barricades to be 'Installed in accordance with the Minnesota Manual on Uniform Tactic Control Devices. 0 O TYPICAL BARRICADE REVISED: !-to ENGINEERING DEPARTMIEM PUTS ND.: FILE NAME: M'ENG\SI EOS 5244 I 5244 EROSION CONTROL PLAN FOR INDIVIDUAL LOTS WITH SWALE DRAINAGE LOT 1 \ ,LOT 2 \ LOT 3 \` DRAINAGE SOURCE I y•}„LEGEND I i i w-.I AIR, As HOUSE _pppE E 0.1 I I I wwnov CURB & GUTTER j\ STREET ENTRANCE STORM SEWER INLEif SEDIMENT CONTROL WIMCO OR SNAILAR INLET PROTECTION DETAIL 5302A Water resources staff must be contacted before any//all dewatering octiWty • Perimeter sediment controls ora rassesentry at d.wnslaging praperty and street edges. Note that sediment contras need to provide containment by turning Perimeter controls upslope-into property. . Perimeter controls can include filter logs. mulch berms and/or s6t fence. ' See kill Spec. W97 At 2573. Tempore.. stockpiles cannot be placed in drainage .wales, ..Had. waters, or on public streets, and must have perimeter centra. EROSION CONTROL w Construction entrance -1 to 2" clean crushed rack atah t � t o 6 inches. P ' House Roof Perimeter -Straw mulch uch at 2 inches deep around house directly below the roof Une. If house has ran utters downs oohs need a one:' dlsa anon. 9 P 9Y P * Slopes -Steeper than 4:1 with positive grade to ties waters of the state need l erosion control blankets and temporary or permament seeding, A See MNOot Spee. 3885 & 2575. Swales-Need blankets over the final 200'. ` Swales-Need check dams if slope is 4:1 or greater. 00FEROSION CONTROL FOR INDIVIDUAL LOT WITH SWALE DRAINAGE REVISED 2-13PLATE NO.: HIE Vpl#.E: c:\Esc\sPEcs\53nzD ENGINEERING CEPARTMENT 5302D P 2"-3" CRUSHED STONE OVERFLOW WEIR WASHOUT AREA r N' PLAN ACCEPTABLE ATTACHMENT TO KEEP LINER IN PLACE -2"_3" CLEAN STONE 10 MIL PLASTIC LINING-\ IT CONSTRUCTED BERM- WASHOUT AREA Ir aw. OR EXCAVATED PIT SECTION A -A NOTES: 1) LOCATION OF THE WASHOUT AREA SHALL BE IAT THE DISCRETION OF THE CONTRACTOR BUT IT MUST BE SHOWN ON THE PLLANS AND MUST BE IDENTIFIED ON-SITE USING SIGNAGE, THE WASHOWT AREA SHALL BE AT LEAST THE MINIMUM DISTANCE FROM THE RIGHT WAY A R f 0 H f. A 5 D IN ED BY LOCAL JURISDICTION. THAT CONCRETE T WAS T A A FWS HOU RE SHALL. BE LOCATED IN SUCH A MANNER 50 THAT ESTTRUCKS MAY PASS THROUGH THE WASHOUT AREA PRIOR TO 171E STABILIZED ROCK CONSTRUCTION EXIT. 2) HARDENED MATERIALSHALL BE BROKEN UP AND CLEANED OUT AS NEEDED TO MAINTAIN AFUNCTIONING WASHOUT All VOLUME OR AS DIRECTED BY THE ENGINEER. 3) THE WASHOUT AREA MUST BE GREATER TRANI 50 FEET FROM ANY TREES, 4) THE WASHOUT AREA MUST BE SELF CONTAINED) AND WATER TIGHT. CPftOF CONCRETE WAtSHOUT AREA REMSED' 3-14 PLATE NO, ENGINEERING DEPARTMENT 5304 FhE NAME: G:\ENO SPECS SAHI CITY PROJECT NO. OERs s(yRG --- ra = �o SATHRE-BERGQUIST, INC. rn150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CHANHASSEN, to N MINNESOTA 6 rr. MIN. LENGTH STEEL POST AT 6 FT. MAX. SPACING 5 FT. MIN LENGTH 4 l Pear AT 6 F;. MAX. SPACMa CEO TIzzz LE FABRIC 1 IIT'_ Fnts, PLASTIC ➢P TIES %36 - E b wCE OW Us.IEP E) P1A511C ➢P 11E$ LOCATED IN ttW e" (50 Le. Intel Allen ANCHL C£ TIRE COMPACTION Z6tlE LOCATED M TOP e" MlN iPMFTO �' GLOW NANRAL SOY i FLOW FLOW FLOW 6'LIN. F ad MACHINE SLICE 0EPR1 0 ar SILT FENCE, MACHNE SLICED 1 2 SILT FENCE. HEAVY DUTY( 5 Dr. M.W. LENGTH STEEL POST C,%aiE%iltl PANIC AT 6 FT. MAX, SPACING 36" 1WDE STAPLE$ ffffffffff''FgefllL ANLHEXAT TRENCH. BAC6i1LL h ��NSTH iAMPW NM1NRPL 401E m FIDW N Sol FENCE rD BE PI -ACED 6' ODI CONTOUR. SEE SLOPE/GRADE 7 I IN. AHD LENGTH Mall. BELOW E SLOPE SILT FENCE PREASSEMBLED 1 2 L B IA VPR IS I SLOPE Mt E MAX LENGTH -„ LESS THAk 22 T00 FEET 2 - 3,8 75 FEET 5 -102 ED FEET cares. 10 - 20 2 25 FEET SLE FENCE PER KNOW D SPECS SOURCE 200 GREATER MAN 202 IS FEEL SEE SPECS 257DtAn Brom LOCATION OF SILT FENCE O!�ro Prot«t Ands From sheet new FOR SEDIMENT CONTROL Q2 Maximu,n Caribi Ock, Mee: 1 Acre VARIABLE RABLE SILT FENCE NEAR TOE OF 1'6 )EST� SLOPE OUTSIDE OF CONSTRUCTION La8T5r� LOCATION OF SILT FENCE FOR PEREMITER CONTROL MY OF SILT now FENCE ::wP'eeD: 3-12 EPlGINEERING DEPARTMENT puTE No.: FiLP NAME:G:\ENG\SPECS\53n.I 5300 EROSION CONTROL PLAN FOR MULTIFAMILY LOTS WITH SWALE DRAINAGE LOT I \ \T z \ Lor a \}j! DRAINAGE SWALE / LEGEND Hou6E M1 HousE B2.q A,, am "araem .al I 7 arm PERIMETER I I •'•"- p, near \ I I 9apw Mora, II I -WAKa now CURB & GUTTER STREET ENTRANCE STORM SEWER INLET SEDIMENT CONTRO( 4AMC0 OR SIMILAR INLET PROTECTION DETAIL 5302A • Water res ces staff most be contacted before any/all dewatering activity Perimeter sediment controls are necessary at downsirpping property and street edges. Note that sediment cantmis need to provide c nmin anst by waning Perimeter controls upslaux-into properly. Perimeter controls con include filter logs, mulch berms and/or silt fence. See MNDot Spec. 3897 & 2573, dm Temporary stockpiles cannot be placed in drainage swoles, surface waters, or on public slraete, a d ust ham Perimeter central. EROSION CONTROL T. soil -Site has v o m of 4-6 inches of topsail. P sol. P • Crnslruc[ion eniranc -1 e to 2 clean crashed rock at a depth of a drectl House Roof Perim t r e e -Straw mulch at 2 inches ilea around house direct) below P Y roof line. a hose has ran gutters, a gird t need energy d'I the at • Gapes -Steeper than 4s and Positive grade 10 ne waters of the stole need rasion control blankets and Temporary or permanent seeding. ' Swales-Need blankets over the final 200'. Swales-Need check dams if slope is 411 or greater. See MNDot Spec. 3885 & 2575. �0 EROSION CONTROL PLAN FOR ollenwwLllMULTIFAMILY LOTS WITH SWALE DRAINAGE N'vISGD: a o ENGINEERING DEPARTMENT purr No.: FILE NPME:G\ENG\S1mS\SW2E 5302E DETAIL SHEETS FAWN HILL HP HOLDINGS, LLC. FILE NO. 37865-001-200 10Z 11 olLu D.w i ad Saa w g7 W U ' a ac 11 sa W 2G } he ora i IS S zr wz us, I -z uW mS h¢ w s, d jQ I -N a WY re W� -3 aB ic a B _ d m 26 o 2 ea Q 0 0 3 O 0 O N arc O 0 O $n � ) 0 G! a 0 gla - oa w m rc NWWy VI K �, E In_ F _ Saoas ' a z Dg Qe 6 I.IJ Ea2N oP E' p_ oil l UP NN k Cif[OFTEMPORARY OUTLET mu (ROCK WEEPER) P£\ISEo: 1-10 ENGINEERING DEPARTMENT PUTT Na. 5305 Fl. MME:G:\ENG\SPECS\53a5 DETAIL SHEETS FAWN HILL HP HOLDINGS, LLC. FILE NO. 37865-001-200 10Z 11 CpiB. IX HDPi� MTER WAX--\ S1FR RN9W LIBIC Irlaara1 rot uwPA ceaE / v.YNmE DI / DARTv.N MERRII AMRw-. i rU NQTEB. i CONTACT DEPTH MANUFACTURER OR DISTRIBUTOR FOR EXAC'i INSTALLATION 0 MA T) STREAMS AND DEPTH REQUIREMENTS. 2 STREAMS MAY REQUIRE E ADDITIONAL OR ALTERNATE DIdP. CHECK WITH MANUFACTURER FOR STREAM USE LIMITATIONS. J) REMOVE SILT DEPOSITS FROM LAND SIDE OF COMPLETION C. REMOVE CURTAIN AND ALL S ILS DEPOSITS UPON COMPLETION O11 MAINTENANCE 0 ACTIVITIES. OF FLOATATION MOM Clfl L SILT CURTAIN a -LASED: '-loENGINEERING DEPARTMENT FLnTE HO" FELE NAME'. 6:\ES0\SREC5 5306 f 9 a 7 , p. Jey I Ib� i R Q WWII 0��W 10,y5104 � a All2g.1 1n ji b€ I1A .00w nip 11@14A 5;11 f Il � `i i if 1g.1-11 #aI°BI�a A t Q QaBa 5 AI �� A , Q. a# Q.'s"x N RR ;NN Ed I: 9R9 E :� a a la q I F I R 3 . $ mi E'En$g� �a�Q�?s =1 p�Iia w Q3�: pg AN I X$ # It �€�� d QRr SrUFr STA»CN �� cucrxm+wc rWDARp pEYAIL 59D1 -A t -lb DEP4ItTh1fYlT (ELEVARDNj CAST IRON j COPPERHEAD TBE I )�,-CAST PENTAGONHEAD BOLT FOR ITIGHTENINGONTO BOX -IRON IRON LID NYLON PLASTIC INSULATION WASHERS � 2.62" O.O.IfINSTALL WAX PACK -BRASS TERMINAL AROUNDHEAD AND MOUNTING TRACER WIRE IRE -� COMPONENTS TRACER BOX LID APWA UNIDO RM COLOR CODE RED ELECTRIC YELLOW -GAS 1111111 ORANGE -COMMUNICATION 110111 BLUE -POTABLE WATER 1111111 GREEN - SEWER 111111WRPEE - RECLAIMED WATER NOTES; INSTALLATION SHALL FOLLOW MANUFACTURES INSTRUCTIONS. CAPS SHALL BE COLOR CODED TO BE SPECIPC TO UTILITY BEING TRACED. Ulil OF TYPICAL UIQQ MAGNETIZED TRACER BOX CONCRETE/DRIVEWAY BOX CD14 TP (ENGINEERING DEPARTMENT .A.mm.. t 5500 DESIGNER NO. BY DATE TCW 01 CAW 07/07/17 DRAWN BY 02 TCW 07/12/17 TCW 03 TCW 07/18/17 CHECKED BY 04 TCW 07/31/17 RSM 5 €a TYPICAL DATE I -cTnr— �p u111OF 06/14/17 ONTO BO%G $ EN(,UdE°RTE-CDEPARTMENT :0' f s I - _I a €Ii !' a a 4 5( � a 5 s 1- I A k yg f Y� J 70 Q @00090 9 a OCA ®O BR� iia 8 q; 5E £ x 1 pp a �9•!°a �� as P � F' � € 't � 1 y d AW21... ' rm `y ; 9F s� s -R� Ia I�fi l9A9 lIi$€Ax € t'E E § - a AIN M I STA (ARD DETAIL ( 54M a I tMECIII-1D 0PLAN) 112 "n, COPPERHEAD NPLASMWA%PACK I-.-- zNe' m ALL TAPED TO TUBE O w aro.0. PENTAGON HEAD BOLT FOR TIGHTENING ^o ONTO 80x CAST IRON UO PLASTIC WASHER, NUT, AND WASHER WITH SLEEVE ADDED TO INSULATE BRASS COMPONENTS FROM LBRASS TERMINAL CASTIRON AND MOUNTING INSTALL WAX PACK COMPONENTS AROUND COPPERHEAD TRACER WIRE TRACER BOX LID APWA UNIFORM COLOR CODE RED - ELECTRIC YELOW - GAS ORANGE - COMMUNICATION BLUE - POTABLE WATER GREEN - SEWER e PURPLE - RECIAIMED WATER NOTES: INSTALLATION SHALL FOLLOW MANUFACTURES INSTRUCTIONS. CAPS SHALL BECOLORCODED TO BE SPECIFC TO UTILITY BEING TRACED. W110F TYPICAL MAGNETIZED TRACER BOX LITE DUTY BOX LD14 AD] Real- o x e wAT nm ENGINEERING DEPARTMENT 5501 lC 1 ? 's E lG q CAS c2 "900009, 019"041=0 ®k`r aW' 00 ®.i9®0 9CV 9 6999 O 6 0 rc e e a a p EA De C A 3#a t 5# # a a • a a a a # v Q & ® [a F 5 a •, i I I a � , 5 •I e i t I i y q°ia a)�ala1' al #pita 9sga��IkkI fl5i'�E��y �Ta� Flp�a kAI �a� '�9i dR Y�s9 a53939ji # 3plaaeoB ° •kI°5a LIFT STATION AND VALVE' >e „ £xcatrmN6 STANDARD DETAIL [LLpPRRkNT -MINION 1,—_ (ELEVATION) I N Nm �xak uaae w:re an na,U mma or WbtbmaNn µpin I— li antvmmn (Trp)�(ermmn Above a-Avy Cana, Tran way Mee..Mb ¢i:mt Nmpar wa I � uwtl-sou larva wq �ortrteem. (TLA) am><. evwa. (iw7 uaea ie.n le�oee bee ansae -u. mag e Imo® ra fe9u eeaee (¢� ea Inaj HFfmnf ' ®E99 FJ 0 0 0 0 Remo ®O9tr© 698186 O G d ' i" 5 E ## i # ;�¢^ > ;As �L�($Aaali APWA UNIFORM COLOR CODE +-3.48"—.- 'a � M RED - ELECTRIC 1. Wee xhavrt awy kbm p'pe TLA drYt} 0 YELLOW - GAS 'Nd i�lln ORANGE -COMMUNICATION I 111111 BLUE - POTABLE WATER � CAST IRF PENTAGON PURPLE - RECLAIMED WATER NOTES: �4 INSTALLATFION SHALL FOLLOW HEAD BOLTTIGHTENINFOR CAPS SHALL BE COLOR CODED TO BE SPECIFIC TO UTILITY BEING TRACED. 5 €a TYPICAL WIRE PLAN (WATER) I -cTnr— �p u111OF MAIN LINE TRACER WIRE ONTO BO%G $ EN(,UdE°RTE-CDEPARTMENT Lba5lva: 5502 11 K' ("GSPEC $155(li PLATE NO, IRON LID ENGINEERING DEPARTMENT 5503 NYLON ti SATURDAY INSULATION All Y W -" VFASHERS ` r COPPERHEAD ? n BRAVSS TERMINAL WAX PACK OE I AROUND COPPERHEAD AND MOUNTING " LIFT STATOR AND VALVE zr 7.F}M2AELTIXT 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH ¢ COMPONENTS CPFYOF ` calmNFO TRACER BOX LID fN ENGINEERING DEPARTMENT au NAME V. m gg o €g z$ s9m R miffLIFT STAT;QN M. f%gNETTilN4 e, mieerv� 5[TE DETALL pEVXe1MEUT "900009, 019"041=0 ®k`r aW' 00 ®.i9®0 9CV 9 6999 O 6 0 rc e e a a p EA De C A 3#a t 5# # a a • a a a a # v Q & ® [a F 5 a •, i I I a � , 5 •I e i t I i y q°ia a)�ala1' al #pita 9sga��IkkI fl5i'�E��y �Ta� Flp�a kAI �a� '�9i dR Y�s9 a53939ji # 3plaaeoB ° •kI°5a LIFT STATION AND VALVE' >e „ £xcatrmN6 STANDARD DETAIL [LLpPRRkNT -MINION 1,—_ (ELEVATION) I N Nm �xak uaae w:re an na,U mma or WbtbmaNn µpin I— li antvmmn (Trp)�(ermmn Above a-Avy Cana, Tran way Mee..Mb ¢i:mt Nmpar wa I � uwtl-sou larva wq �ortrteem. (TLA) am><. evwa. (iw7 uaea ie.n le�oee bee ansae -u. mag e Imo® ra fe9u eeaee (¢� ea Inaj HFfmnf ' ®E99 FJ 0 0 0 0 Remo ®O9tr© 698186 O G d ' i" 5 E ## i # ;�¢^ > ;As �L�($Aaali APWA UNIFORM COLOR CODE +-3.48"—.- 'a � M RED - ELECTRIC 1. Wee xhavrt awy kbm p'pe TLA drYt} 0 YELLOW - GAS 'Nd i�lln ORANGE -COMMUNICATION ROBERTS. MOLSTAD, P.E. Date: 0 7 Lic. No. Zfo�ZB 111111 BLUE - POTABLE WATER '8 CAST IRF PENTAGON PURPLE - RECLAIMED WATER NOTES: z. lbe eOlmeet'vp19 mueE be mma MlE tM INSTALLATFION SHALL FOLLOW HEAD BOLTTIGHTENINFOR CAPS SHALL BE COLOR CODED TO BE SPECIFIC TO UTILITY BEING TRACED. 41a 1 of a 1 f DO r TYPICAL WIRE PLAN (WATER) ��-CAST MAGNETIZED TRACER BOX �p u111OF MAIN LINE TRACER WIRE ONTO BO%G (ser zax EN(,UdE°RTE-CDEPARTMENT Lba5lva: 5502 11 K' ("GSPEC $155(li PLATE NO, IRON LID ENGINEERING DEPARTMENT 5503 NYLON ti SATURDAY INSULATION All Y ;ll 1i o -" VFASHERS ` MAINTENANCE OR DELIVERIES COPPERHEAD ALLOWED ON SITE OUTSIDE INSTALL WAX PACK BRAVSS TERMINAL WAX PACK I AROUND COPPERHEAD AND MOUNTING " LIFT STATOR AND VALVE TAPED TO TFUBE 7.F}M2AELTIXT 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH TRACER WIRE COMPONENTS CPFYOF ` calmNFO TRACER BOX LID "900009, 019"041=0 ®k`r aW' 00 ®.i9®0 9CV 9 6999 O 6 0 rc e e a a p EA De C A 3#a t 5# # a a • a a a a # v Q & ® [a F 5 a •, i I I a � , 5 •I e i t I i y q°ia a)�ala1' al #pita 9sga��IkkI fl5i'�E��y �Ta� Flp�a kAI �a� '�9i dR Y�s9 a53939ji # 3plaaeoB ° •kI°5a LIFT STATION AND VALVE' >e „ £xcatrmN6 STANDARD DETAIL [LLpPRRkNT -MINION 1,—_ (ELEVATION) I N Nm �xak uaae w:re an na,U mma or WbtbmaNn µpin I— li antvmmn (Trp)�(ermmn Above a-Avy Cana, Tran way Mee..Mb ¢i:mt Nmpar wa I � uwtl-sou larva wq �ortrteem. (TLA) am><. evwa. (iw7 uaea ie.n le�oee bee ansae -u. mag e Imo® ra fe9u eeaee (¢� ea Inaj HFfmnf ' ®E99 FJ 0 0 0 0 Remo ®O9tr© 698186 O G d ' i" 5 E ## i # ;�¢^ > ;As �L�($Aaali APWA UNIFORM COLOR CODE xoTEs: 'a � M RED - ELECTRIC 1. Wee xhavrt awy kbm p'pe TLA drYt} 0 YELLOW - GAS 'Nd i�lln ORANGE -COMMUNICATION ROBERTS. MOLSTAD, P.E. Date: 0 7 Lic. No. Zfo�ZB 111111 BLUE - POTABLE WATER '8 GREEN - SEWER Onra-n mages'vm gmmEMq bnb,le (!vF) PURPLE - RECLAIMED WATER NOTES: z. lbe eOlmeet'vp19 mueE be mma MlE tM INSTALLATFION SHALL FOLLOW MANUFACTURES INSTRUCTIONS, CAPS SHALL BE COLOR CODED TO BE SPECIFIC TO UTILITY BEING TRACED. 41a 1 of a 1 f DO r TYPICAL WIRE PLAN (WATER) n MAGNETIZED TRACER BOX �p u111OF MAIN LINE TRACER WIRE ROADWAY BOX RB14 TP (ser zax EN(,UdE°RTE-CDEPARTMENT Lba5lva: 5502 11 K' ("GSPEC $155(li PLATE NO, "900009, 019"041=0 ®k`r aW' 00 ®.i9®0 9CV 9 6999 O 6 0 rc e e a a p EA De C A 3#a t 5# # a a • a a a a # v Q & ® [a F 5 a •, i I I a � , 5 •I e i t I i y q°ia a)�ala1' al #pita 9sga��IkkI fl5i'�E��y �Ta� Flp�a kAI �a� '�9i dR Y�s9 a53939ji # 3plaaeoB ° •kI°5a LIFT STATION AND VALVE' >e „ £xcatrmN6 STANDARD DETAIL [LLpPRRkNT -MINION 1,—_ (ELEVATION) I N Nm �xak uaae w:re an na,U mma or WbtbmaNn µpin I— li antvmmn (Trp)�(ermmn Above a-Avy Cana, Tran way Mee..Mb ¢i:mt Nmpar wa I � uwtl-sou larva wq �ortrteem. (TLA) am><. evwa. (iw7 uaea ie.n le�oee bee ansae -u. mag e Imo® ra fe9u eeaee (¢� ea Inaj HFfmnf ' ®E99 FJ 0 0 0 0 Remo ®O9tr© 698186 O G d ' i" 5 E ## i # ;�¢^ > ;As �L�($Aaali � tz ANv a=pvm aaemat-w:. (TLA} xoTEs: 'a � g31 1. Wee xhavrt awy kbm p'pe TLA drYt} u§ I� 'Nd i�lln ofie ebefl be metWke an tM baElom elee ROBERTS. MOLSTAD, P.E. Date: 0 7 Lic. No. Zfo�ZB of IM1e ppe befov Me epv:gFn 1M Wre '8 e1wH be lanbnW to Me pipe wtM tope a Onra-n mages'vm gmmEMq bnb,le (!vF) pkat;[ tife el 5 inlmols �4epy; j z. lbe eOlmeet'vp19 mueE be mma MlE tM a xi'ar,Gw° IM Owm B i Lem:bymPC�u Wap aW DO r TRACE WIRE PLAN (WATER) n o sc no De �p u111OF MAIN LINE TRACER WIRE uir srAnM AND VnLVE STANDARD DETAIL' (PLAN) DETAIL IREv:SED,-n MGNfERYde' cw DE AATNNMT PERMITTED CONSTRUCTION HOURS-MON.-FRI. PLATE NO, ENGINEERING DEPARTMENT 5503 P,F N,NF:G: NG SPECS 5506 ti SATURDAY A 4 ®E99 FJ 0 0 0 0 Remo ®O9tr© 698186 O G d ' i" 5 E ## i # ;�¢^ > ;As �L�($Aaali 00 G GO LEI`S SRL w PN SATH RE—BERGQUIST, INC._ 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 GO RS P\ 'a � g31 gi; A�1 u§ I� 'Nd i�lln S IG ROBERTS. MOLSTAD, P.E. Date: 0 7 Lic. No. Zfo�ZB '8 Plt) �4epy; j s$ a l€ 11E D i aIt) B i PHONE NUMBER DO r P A n T.tl x CEO mm uir srAnM AND VnLVE STANDARD DETAIL' (PLAN) h' Sia2 B 2-D5 MGNfERYde' cw DE AATNNMT PERMITTED CONSTRUCTION HOURS-MON.-FRI. m 7AM-6PM ti SATURDAY All �. ;ll 1i o .ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY, MAINTENANCE OR DELIVERIES ALLOWED ON SITE OUTSIDE OF THESE HOURS. I CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160 A. (mop LIFT STATOR AND VALVE NOTES: 7.F}M2AELTIXT 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH SITU OEM,vEPPRTHc,` A 4 ®E99 FJ 0 0 0 0 Remo ®O9tr© 698186 O G d ' i" 5 E ## i # ;�¢^ > ;As �L�($Aaali 00 G GO LEI`S SRL w PN SATH RE—BERGQUIST, INC._ 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 GO RS P\ 'a � g31 gi; A�1 u§ I� 'Nd i�lln S IG ROBERTS. MOLSTAD, P.E. Date: 0 7 Lic. No. Zfo�ZB '8 Plt) �4epy; j s$ a l€ 11E D i aIt) B i PHONE NUMBER DO r P A n T.tl x CEO mm uir srAnM AND VnLVE STANDARD DETAIL' (PLAN) h' Sia2 B 2-D5 MGNfERYde' cw DE AATNNMT u n wb nba.m.l-m„a eon. � zanN n ..y raa � 9N) ------------------------------- tmmF I m�MagWyiesem I xolMma m eDaa .ae-. a.a. I.Ya is-gro-�a :.... 1 i Sg ly¢ w pntk Ek ((p) r Sery cue-P_IQnvlew xoz .eroe c w waaa brtMap nea,:,n s-Ewae IamIM Ym t`n nm Inm'M4epIM) 7� a"m"mo ia`iny Notes; y. vera mw, ba avmem uwnKenay , aemf�:ml to IM1a avnM. pq°. iM .,Ym b. kiYn.M M Ne vy^-0 LAM Noelle pm'ay,nn"n NP � P:rc �a mems ee M 4pa .O�lewm¢ l rka mm {( q,yq . . retwn¢ ,. m° ",ave (• ) ra rM a pua tleMg Wbn .Vew ate.eJ� b>. m .em nu. waiaw w,. Fe nw 1 1 L, oN m.,R.t. m. moa - ry e y.wm N mr., No mmnw :o ave <m mom «u w gape Water Servloe-Sect'on View ..rnecab q �neee kd.bns ExLka Hol la ae01! MI Of WATER SERVICE MGM TRACER WIRE DETAIL RNISED; t-;] %ATE ND.: ENGINEERING DEPARTMENT 5504 FlLE VAMC G: G SPEC Spa KtVIJIUNJ USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. VV V LEI`S SRL w PN SATH RE—BERGQUIST, INC._ 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 GO RS P\ RPBCWD COMMENTS COUNTY COMMENTS CITY COMMENTS RPBCWD COMMENTS S IG ROBERTS. MOLSTAD, P.E. Date: 0 7 Lic. No. Zfo�ZB CITY PROJECT NO. CHANHASSEN, MINNESOTA 8' i 5 I p I 1 � � paa�al T S IG '8 RESIDENTIAL SUBDIVISION v DEVELOPER- NAME c PHONE NUMBER DO r s n x y PHONE NUMBER a� x PERMITTED CONSTRUCTION HOURS-MON.-FRI. m 7AM-6PM ti SATURDAY All ;ll 1i o .ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY, MAINTENANCE OR DELIVERIES ALLOWED ON SITE OUTSIDE OF THESE HOURS. I CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160 A. (mop LIFT STATOR AND VALVE NOTES: 7.F}M2AELTIXT 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH SITU OEM,vEPPRTHc,` S402 -G CPFYOF ` CITY PROJECT NO. CHANHASSEN, MINNESOTA 8' 5 I p I 1 � PROJECT NAME T PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER- NAME PHONE NUMBER CONTACT- NAME PHONE NUMBER PERMITTED CONSTRUCTION HOURS-MON.-FRI. 7AM-6PM SATURDAY 9AM-5PM .ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY, MAINTENANCE OR DELIVERIES ALLOWED ON SITE OUTSIDE OF THESE HOURS. CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING, 4. LETTER SIZE TO FIT 8' X 6' SIGN. CPFYOF DEVELOPMENT calmNFO SIGN rMED.N to ENGINEERING DEPARTMENT MIFl._ 5373 NAME V. a Y. F R ` lei p�I � y II IIa E � tv # a t € 1 Ii a>R� a LIFT TAI pus: NEri95n Exa1 TPoNG F4, xwF: STANOARD DETAILS $Hop z-10 DEvrxr cNT aa,¢vy.¢n„e.,l t' 5 I p I 1 � a T DETAIL SHEETS FAWN HILL HP HOLDINGS, LLC. FILE NO. 37865-001-200 11 FAWN HILL • —\ WEST I/4 CORNER OF / SEC.10, 6, \ FND. CARVERRVER COUNTYUNTY MON. \ / 1 WEST LINE OF SWI/4 OF SEC.10. TWP.116, RGE.23 7 i I N ro (S88°03'20"W) S89018'51"W 1283.60 50 464.93 210.82 146.57 144.78 / \ V. /— 151.95 �p 30.00 30.00 c 23.29 30 to 30 0 OT TTLOT A� 4 M z" " �/ O / / 30 30 � I � 41.02 � / . A= 7°07'21" \ 1I 0O CO ofc0 ° 1,m °O 1 0) 99__ LN�I10130.31O M2'39„E �j c I N =1 n Ar_ C7 �) r -^T I V I -n n/-\lA/ (818.71) 818.67LO 889'48'18"E S80'3 ., S —� �S 9 E S• 1 09. 73 298.54 3 o � 208.13 �qo o 4 / 6\ � a9 oI 12 / �� L- 6a / 5k N r� 2 (0 N \ / \3 F / 5 I I ►.J .30 s9 0 c6 I oi 3 0 N, �� 15.08 ` �$ ° ,20 \ ��' �kry9� �$�0 0� � I /y0 FoOFOF,� )O LSI YJ 10og 1 / ern,\r� \"so N��S 52.77 R�`EA`EN� ///' p9'17"W �o%- 00 \\%'br50'2312811 r+l Gr) l 6 �Y I- p / / Q\trQ / `J /576 0,o t I p 4qNO %\ 69�2A Rc� \i \' D6`L� 0 / / �o� °° v, o' 0 25 W Q -t a v / / i s� 60. r '� N8 �t LIJ O� p 2\8•/ / 96 °'�(- �5 \o/ ., 9 L 1 -- -_ .. n ° (n / / 2g2' cam c� �\ �i C\ 0y 5y 26.2 / 4, 0 1023.04 J a / o - 32 0 0 _ 06 \ 8323' t0it 1 ° 25 22/ o °i r4O ,rx DRAINAGE \ 62.0 I� W \ F 96 V / t��0 °o \V o hl �O�o `L AND n `.J < C ;o o /63 42 / rLo ?� /i / l� , / z �0�� EASEMENT (25 n a 38 64 2 / /L4t >o/\ s2), ° h �1 0 0 - " o In / L R\ \ �s 2jB 'h0/ (\S88 03 20"W 777.13) °O/p/ o'rn N� L - o — � 8\ S89°18'51"W / / oA �0 6, `ss �o ori _ CJ n ``� \� \ i3/4„w 5��\L77/ �0�?S ei�o� b0 S6� 777.09 R° r J oii Lr) \ ` \S� O ,R /koy�h� �S 5 /o�\�j S,, 42.25 42.26 43.86 43.86 96.56 84.51 �' N89°18'49"E 184.28 99 F ^r- A �) n A L1.1 8Sr ,� / ° \ /I ^T A O 1 11 i G A V' \ L W = M �2' 1 �h I I 1 0 \ \ - r-� 1T-7 \S \. li f \1v1. rn o n F 5 v 1 , I r\ a n T N 89 18 51 E / S o �' \ �s� ; i T 1 \ j 1 bo/ r'. �� 1 l ,�\ L� �_ 1 v 1 c 1 < 1 o OUTLOT E kJ I L_\/ I -- = _ _ F� �° q°q <OUTLOT F S (n z r I / F'1'O /'y,9 (Y / �ro0' N - N DRAINAGE � 0 DRAINAGE AND ALL ut �Da gs�4fcnL`— / // 11�\!� �0 00 EASEMENT AN Y / S W La N 19 � \�J LO :�\^ i 3 to OF OUTLOT E ° !y sF (i) I Irl c0� / / U)Z — WET LAND I p CJ CC LIJ 'nL \ /I^TA ^ wl0 v o SOUTHWEST CORNER OF SEC.10, TWP.I I6, RGE.23 � FND. CARVER COUNTY MON. N89°18'51"E 464.93 (N88°03'20"E) A T — r-I\IT-7 /-\ I D' L NTS ARE SHOWN THUS: l— d adjoining lot lines, unless otherwise I indicated, and 10 feet in width and adjoining right of way lines, unless otherwise indicated, as shown on the plat. I SATHRE-BERGQUIST, INC. 80 1 KNOW ALL PERSONS BY THESE PRESENTS: That Chanhassen Investment LLC., fee owner of thte following described property situated in the State of Minnesota, County of Carver, to wit: That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the West Quarter comer of said section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the West line of said Southwest Quarter, a distance of 1213.40 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 289.19 feet; to the point of beginning of the tract to be described; Ithence continuing North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 272.96 feet; thence North 88 degrees 03 minuttes 20 seconds Ease, a distance of 818.71 feet; thence South 6 degrees 43 minutes 00 seconds West a distance of 276.11 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 777.13 feet to the point of beginning. And That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver Country, Minnesota described as follows: Commencing at the Wes[ Quarter corner of said Section 10; thence on an assumed bearing of South 1 degree 56 miinutes 40 seconds East along the West line of said Southwest Quarter, a distance of 651.25 feet to the point of beginning of the tract to be described; thence continuing South 1 degree 56 minutes 40 seconds East along said Wes[ line of the Southwest Quarter, a distance of 562.12 feet to a point 1,213.40 feet distant from said West Quarter corner of Section 10; thence 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said Wes[ tine of the Southwest Quarter, a distance 562.15 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 464.93 feet to the point of beginning. And Outlet B, C and D, VISTAS AT BENTZ FARMS, according to the recorded plat thereof, Carver County, Minnesota. Has caused the same to be surveyed and platted as FAWN HILL and does hereby dedicate to the public for public use forever the public ways and drainage and utility easements, as shown on this plat. In witness whereof said Chanhassen Investment LLC. has caused these presents to be signed by its proper officer I v l c_ DRAINAGE AND UTILITY EASEME r A L)nA^ I /-11 \ I V1 .. SECTION 10, TOWNSHIP 116, RANGE 23 LOCATION MAP NO SCALE I cyl 00 O m N OC) N 3 3 CF) p HARRISON — LAKE LAKE LUCY 1 NOT TO SCALE I Being 5 feet in width an this day of 2017. IChanhassen Investment LLC. QOP° m� I Matt Hanish, Vice President ` I (LAKE ANN STATE OF MINNESOTA — COUNTY OF The foregoing instrument was acknowledged before me this day of 2017, by Matt Hanish, Vice President of Chanhassen SITE I Investment, LLC. Notary Public, Hennepin County, Minnesota Noltary Printed Name My Commission Expires: SURVEYORS CERTIFICATE I David B. Pemberton, do hereby certify that this plat was prepared by me or under my direct supervision, that I 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 the plat; that all monuments STATE HIGHWAY No. 5 depicted on the plat have been or will be correctly set within one year as indicated on the plat; that all waher boundaries and wet lands as defined in Minnesota Statutes, Section 505.01, Subdivision 3 existing as of the date of this certification are shown and labeled on the plat;, and that all public ways are shown and labeled on the plat. Dated this day of 72017. David B. Pemberton, Professional Land Surveyor Minnesota License No. 40344 50 \w / �N\\1 co V LLO -00 00 00 0 o ^ � W a Z 100 L- 100 L if 50 Q \ NOROf I� 1q, :c60 30 0 30 60 120 L J � > SCALE IN FEET M o L_ jo o rJ\ h � The bearing basis is the west line of the I Southwest Quarter of Section 10, Township 116 West, Range 23 North which is assumed to bear � STATE OF MINNESOTA COUNTY OF HENNEPIN I LIJ L - South 00 degrees 41 minutes 09 seconds East. 50 I � STATE OF MINNESOTA COUNTY OF HENNEPIN I LIJ L - The foregoing instrument was acknowledged before me this day of Minnesota License No. 40344. Notary Public, Hennepin County, Minnesota My Commission Expires: NESOTA Mayor By: ,Administrator COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of 2017. Brian Pmske, Carv er County Surveyor COUNTY AUDITOR/TREA5URER Carver County, Minnesota I hereby certify that taxes payable in and prior years have been paid for lan O Denotes a 1/2 inch by 14 inch iron pipe set in the ground and marked by License No. 40344 � Denotes a Found Iron Monument Denotes a Found Cast -Iron -Monument (xxxx) Denotes Deed Dimension 2017, by David B. Pemberton, Professional Land Surv Notary Printed Name CHANHASSEN, MINNESOTA This plat of FAWN HILL was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting held this 2017, and is in compliance with the provisions of Minnesota Statues Section 505.03, Subdivision 2. CITY COUNCIL OF THE CITY OF CHANHASSEN, MIN d described on this plat. Dated this day of .2017. Laurie Davies, County Auditor/Treasurer COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of FAWN HILL was filed this day of , 2017, at o'clock . M. as Document No. County Recorder eyor, day of CIT\IpFG4hiiAS3Etl GITYQFCHAtvNASCE+" RECEIVEEs RECEIVEC._' JUL 2 o 2017 JUL � 1, ,v „ GHAPINR�ENp}f,MNINd13��lANMASSEI� P�ANNINGi1F�' f - WEST I/4 CORNER OF \ \ I I 6, RGE.23 FND.SEC.I CARVER I COUNTY MON. lWEST LINE OF SWI/4 OF SEC.10, TWP.116, RGE.23_ L-) NAr I_ 1 r \-. T 7 i N A F_- A 11 /1 1 A/ 100 L _I_� (S88°03'20"W) S89018'51"W 1283.60 50 (81.71) ( 464.93 818.67 50.57 0 210.82 146.57 144.78 ,v 0 30.00 30.00 _ c 208.13 / \ N 151.95 �- 30 = 30 00 ( 1 V f U < 1 23.29 • �v3 I O^ ao , cca 50 OUTLO A \h 1 �/ 4 -1 M- M- SIM 3 I 4 �/ 50 v • ,, 15,132 / 30 30 p I = 34,608 I C\ �t O - / Sq. Ft. 41.02 I II 11� Sq. Ft. = 17,057 3 N o rn- © Sq. Ft. o=7°07'21" \ NI o II © 2 w I, 2+ ^� ((C Y o _ (� / NB2°52'39°E 92.00= � ol�� Co IIS89°48'18"E �� 9 I 6353 �� l Y 3 OBJ 130.31 L - ;` 1 ✓ -- 0`32 ss gym/ a z d S)° �\ I� W co �t C 22,F (��/ N82°52 39 E \ N v \ 109.73 62 8� �7 • i ohs/ 6 291321 S 0v a c^v ^ __ J I \ 9S,30 //`J o � �� J1N \� , \ .31 i ,O�� 5 �/ \ 18,403 I \ 9 9,020 3 01i off\ N� �\ 0 2 15.08 ` �� 2 p'' �� 5��°� o� �\ \` \ - sq. Ft. Sg O IN o Sq. Ft. \ =\ �, i\-3Oe \<?, 11,456 �1 'OS , \\ �"'o `% \ \`� 77 I V. FOGF \ w t'' 1 / cn Q\v, Sq. Ft. \5 �O D \� / ° D Oyu asp°> \52. -23"2B�� ) OL OF W Cq \ 66 o o o / '� \ �� " \ N ND I N f / ° 09' \\ �s o o \ 54 FT rn / / Q S S A UAG // 576 7°W coo o" o / 1 Np _ 9 - � 4 / / \R� o" /1 �� Fgsf rltlry eop0 'o Q o," '�.. N81 N `\ i� O� 00 - It \ N L \w./ MfNT 1 / 53_25" I r S °I o / / 2g29 \ �\� \ '\/� /� 5 26.29 0 723.04 W I- w N Sgo N / / \ �" \u O V O g° n �' O n _ O �►t I, 432 on I / / °2532 s\oma oo �Qr 'o /\L�' g� 1 25°p62�� o / DRAINAGE- Ss.2o w 3„ 96 1 I/ / 1� o '(,�1 9\D 16,354C�� O �`a /`o '\ NrLAND / �J n F 76 42 2 / N \% 4Rso \ V /i \'oma Sq. Ft. l� , ° z �L�oL /h E sEMENTTY \r m i -16 2 0 2�, \ S ° ,� p > b /oo \ to o t17 / 24,815 /R�'� \�\� `Sc91 ,SO SS88°03\'20'W 7?7.13) poi ,� / ` 6 N / I 2 \� S 2 G 8\ S8y�C18'51"W �i /��rO ��' 6� / 17,522 I C m N I m _ Sq. Ft. p0 �'7� S 77�D9 s?Q� �i '\ \'2 S' 50 O rL kg. \ �, p� '6 O Y O �j 3 S ° Sq. Ft. (0 50 _.� 1.D tp \�Si ,34 /� 'gl N7g° 5� �� \. S, 42.25- 42.26 \ 43.86 43.86 9F.56 3 I ", W to 08 61��1ga 632,0g^w '� \ 84.52 -' N89018'49"E 184.28 \48" VvT VT v w 0' o C) .F 1 °\ /I^TA ^ AT N89°18'51"E o� / r -N 1T-� \ S r -n I_>n n. to � �� iS `'(ter). �V I l \`: ��y'L% i \ 60 ,��- �� !� ,�` L��_I V L_ \ x°36 1 r \IVI`:I M \v _ o �' ( (0 C, O ori OUTLOT E �w \\ / �/,1 \ \ / n i-rl nT /�__ i��0 W (O W J \ �� 2jS t(') N � W < I\ - VJ O �' �` 21,132 r. v v 1 L_U 1 �. of = O) _ ) - V) w 1 ° qti 9ti , Sq. Ft. \/ o� U -0-) OUTLOT F - - '�8 69 z o 00 J I �6 Fgs6 I+q l -r / X60 N � N �S \ - G 0 C5 DRAINAGE AND UTILITY / F� T<i �sV �N O 1 c~il ti EASEMENT OVER ALL ue oy F'i'p ly \ h'tj o �O \ 00 (�) 3 OF OUTLOT E !y 3F ° �\ � -� WET LAND tea' / �� ° �� :,�= o \\o 00 0 O00 -7 L1J L, JC1J10060 O \i O o I 0 w Z 1 '\ I \ IN89018'51"E 464.93 I (N88°03'20"E)00 IVI \ V I o-1 / w � � m a o SOUTHWEST CORNER OF \ SEC.10, TWP.116, RGE.2323 \ END. CARVER COUNTY MON. T - That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the West Quarter comer of said section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the West line of said Southwest Quarter, a distance of 1213.40 feet thence North 88 degrees 03 minutes 20 seconds East a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 289.19 feet to the point of beginning of the tract to be described; the ea continuing North I degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 272.96 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 818.71 feet; thence South 6 degrees 43 minutes 00 seconds West a distance of 276.11 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 777.13 feet to the point of beginning. And That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: Commencingat the West Quarter comer of said Section 10; thence on an assumed bearing of South 1 degree 6 mint 40 n t Q g 5 es seconds Fos along the West line of said Bre g Southwest Quarter, a distance of 651.25 feet to the point of beginning of the tract to be described; thence continuing South I degree 56 minutes 40 seconds East along said West line of the Southwest uarter, a distance of 562.12 feet to a point 1 213.40 feet distant from said West Quarter comer of tin 1 Q p Q Seco Q thence 88 degrees 03 minter 20 seconds East, a distance of 464.93 feet; thence North I degree 56 minutes 40 seconds West on a line parallel to said West line of the Southwest Quarter, a distance 562.15 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 464.93 feet to the point of beginning. And Oudot B, C and D, VISTAS AT BENTZ FARMS, according to the recorded plat thereof, Carver County, Minnesota. I ) Site Address: 7240 Galpin Boulevard, Chanhassen, MN 55331 2) Flood Zone Information: The subject property appears to lie within Zone C, (area outside the 1 -percent annual chance floodplain, areas of 1% annual chance sheet flow flooding where average depths are less than I foot, areas of 1% annual chance stream flooding where the contributing drainage area is less than I square mile, or areas protected from the 1% annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones) and Zone A (Areas with a 1% annual chance of flooding and a 26% chance of flooding over the life of a 30 -year mortgage. Because detailed analyses are not performed for such areas; no depths or base flood elevations are shown within these zones.), per the National Flood Insurance Program, Flood Insurance Rate Map Community Panel No. 270510005B, dated July 2, 1979 as acquired from the Federal Emergency Management Agency Web Site. 3) Parcel Area Information: Gross Area: 507,182 s.f. - 11.643 acres R/W Area: 9,940 s.f. - 0.228 acres Wet Area: 177,738 s.f. - 4.080 acres Net Area: 319,504 s.f. - 7.33 acres. 4) Benchmark: Elevations are based on MN/DOT Geodetic Database Station Name: Excelsior AZ MK which has an elevation of: 1025.76 feet (NAVD88). 5) Zoning Information: The current Zoning for the subject property is A2 (Agricultural Estates District) per the City of Chanhassen's zoning map dated January 14, 2014 along with partial zoning in BC (Bluff Creek Overlay District). Please note that the general restrictions for the subject property ymay have been amended through a city process. We could be unaware of such amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site. We have not received the current zoning classification and building setback requirements from the insurer. 6) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities encumbering the subject property we are unaware. Please note that we have not placed a Gopher State One Call for this survey. There may or may not be underground utilities in the mapped area, therefore extreme caution must be exercise before any excavation takes place on or near this site. Before digging, you are required by law to notify Gopher State One Call at least 48 bourn in advance at 651/454-0002. 7) Wetland Delineation: The Wetland delineation was preformed by Arrowhead Environmental Consulting and the delineation flags were located on August 7, 2013. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 5 Ij I I oL - --] IL- � I NOT TO SCALE Being 5 feet in width and adjoining lot lines, unless otherwise indicated, and 10 feet in width and adjoining right of way lines, unless otherwise indicated, as shown on the plat. 9', Bearings are based on the Carver County Coordinate System (NAD 83 - 1986 adj.) 60 30 0 30 60 120 SCALE INFEET Zoning: Proposed Zoning - RLM 35% Max Impervious Min Width - 50 ft Min Area - 9,000 sf Min Depth - 110 ft Fysb - 25 ft Sysb - 15 ft Total - 5 It Garage Rysb - 25 ft 60' Row - 31' B -B Streets PREPARED BY PREPARED FOR I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Dated this _day of June, 2017. SURVEYOR DEVELOPER SATHRE-BERGQUIST, INC. HOMESTEAD PARTNERS, LLC 150 SOUTH BROADWAY 6035 CULLIGAN WAY VWAYZATA, MINNESOTA 55391 MINNETONKA, MN 55345 PHONE:(952) 476-6000 CONTACT: PIHONE:(952) 476-0104 TOM BAKRITGES AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY -SERC -BE T, INC. R INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES PHONE: (612) 272-9701 CONTACT: DAVID PEMBERTON, PLS TOMB@HOMESTEAD-PARTNERS.COM EMAIL: PEMBERTON@SATHRE.COM FAWN HILL ?JET FIELD CREW NO. BY DATE REVISION P AND/OR USE (INCLUDING COPYING, DISTRIBUTIONFTHIS CONVEYANCE OF INFORMATION OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Dated this _day of June, 2017. ERS � 2O to SO R ASAT H R E-BERGQUIST, INC. � � r o � Q GA qm PRELIMINARY PLAT FILE NO. 37865-001-200 XXX N(-0. 2 G N 0.-5 uadEslc wqr �t] =4Yvryv �I I JJA HILL Ci o = C` AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY -SERC -BE T, INC. R INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES q 5 'O=ems m SITE actor ER 5� PT Nii'� cu_R"- I HASSEN FAWN HILL ?JET I N t ' 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 h ,.. II�l� CZ. '-IL THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY LOSSES RESULT N FROM ILLEGITIMATE DAMAGES OR David B. Pemberton, PLS Minnesota License No. 40344 nemberton(a.satbre.com BAN'gICLOVFR IR'96BANE3ERRY T Y S�� HOMSTEAD PARTNERS, LLC W Ray E. �q,," 4Y �, m Cx[CRORy Wax R' C(J 1 (/I�i> - 59. � P°PPT BR DATE C 4' ]A th V �'� BGO m"'a 6911E Sae_ N. n. o M A Aa P L q '7 FIELD CREW NO. BY DATE REVISION P AND/OR USE (INCLUDING COPYING, DISTRIBUTIONFTHIS CONVEYANCE OF INFORMATION OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Dated this _day of June, 2017. ERS � 2O to SO R ASAT H R E-BERGQUIST, INC. TWP:116-RGE.23-SEC.10 PRELIMINARY PLAT FILE NO. 37865-001-200 XXX Carver County ri DRAWN JJA AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY -SERC -BE T, INC. R INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES NHAN HASSEN FAWN HILL CHECKED r7 ,�, m t ' 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 h DBP THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY LOSSES RESULT N FROM ILLEGITIMATE DAMAGES OR David B. Pemberton, PLS Minnesota License No. 40344 nemberton(a.satbre.com cWFRs WWW.SATHRE.COM P VP MINNESOTA HOMSTEAD PARTNERS, LLC DATE 06/08/2017 -WEST 1/4 CORNEkOF,SEC.1Q 4.)'16, i RGE.23 \ \ - 99 / 84.8 847 984.8 1 " END. CARVER CQUN MON. \ � z NLET / WEST LINE OF SW11 (1 OF I - / `✓►a 9` LOCATION �sa4.a \ _ A- / '-• _ _ 9. {{'' �i rum 984.8 /-V I T I /'� I _ - A / 7 SEC.1/0, TWP.116, RGE. Ljf�\ _ �.. x NO �sa4.7 T 4 ^ t \/ __ / \ �'. VISIBLE U V L_lJ I V - �'- �� pc v I--- 967.8 F_ ^ �, s84.as84.a N A = A F1 n 1 A. L /� \ > �4.&- x-984. 984.8 i L-/-\ U U V V �. / I_ i f.. 960. .4 - �_ - - 98 _ _ -__ � _ � 964.3 NO 1/ .5 I �\ � \ 1 (1T 4 � I-Y-c'I" 4 rj "- I /�T � 988-I '�t_� •. "1 i 9861 l M (N8>0S 20 E - DEED) PI 50 9824 ,1 „a. __ _ __o o 983.7 No.r�(1a6S _ \` s7sz -=x ss1.z _ _ss2z " ' sax. sa .7� S89° 18t51nW sa -a i 862 1283.64 i - 0 A 818.1 9e,2. o _ 34.06- \ 959.Yx o_ _ �79 - Q 0 91. i _ i 9.6 n% 365 ^ q m CONC.mg89.2->f9BB. C J - 25% A - p 3 86,24 aw _ T / RIVE S1 D •17.2 72 / o CONCRETE _ Y W \\ ��--�yv �- / EXISTING BUILDING i 988 - g1T�JMINOUS x98a.5 c 50 - �.. w � 981.1 �1�I 98_9.2 - - x4.8/ /88- _ 958. �, 89.0.0 ---____ x I g�3x57.7 Ste\ _...�, __ --- - -.-_ - ,I - - ---- - DECK x; r c °9 982.5 0-"-- ^rl 956.3 _ �- " _ ,O C c k 957.7 \ \ _ x / ^L� j 8 990.9 --------� 981.9 - _ - x 981.2 / X958.2 - `� _ .-� `_ °Oj - \ - x . x 28.8 i / x 982.9 La rTl \\ c J ( j '9.84 975.7 975.841 974.7 , \-S 2 WALLS RET,_ ! x 981.8 x984.1 x ^ >2 956.5 S8x '� 3 8. \` �., 9/3.5.. __ -x _ x x o --PARCEL 1 -� / I 955.4 - - eu �,_\ \ - -_--- 'I x --- xs77.3 ^ 955"0 958.1 -� 975.6 978.5 - \ W I�-00 - w M : ,_ --�_ x� x59�. ^ -'-� - �- - . ; asI 975.4 i' SEPTIC MOUND - �� - - = Q o 3 w - \ ij N 958.3 - 95 5 20'/ r _- \ Ib IO ��_ CANT. -' x N a j! o o - �i x�� uJ - x --.`� 975.7 / - \ tolo Q M / w W V. �'� w of x V A x CANT. 972.7, 972. _ - ..� x ?l x98 5 ° Q.0, Q o v a -..._958 0 ' _ \ D r° -max W v \ 0 I0 ti (n to L- J I "4 a 973.6 { 1 1 °io O 9\ .. 957.a \\ 'n'-I{I. tr N 1 x 973.2 i \ O 1� 0 0 / �e 954.7 958.3 S.6 , 972.0 , x 980 a Q r 95 2 00 1 ��96L� O O x " _ / % � \ \ x 9 .7 _ _ 977 I < 957 1- - _. \ Q Z •� v 970.6 x x 97 .7 /)I \T 9's -1,.�1 ` _.. Z ------------------g75. 361 JM1 x976.6 \ / .395'/- 957.b x 963.b 167.6 �� \ - 1 - GRAVEL s�. 50 97 . I� 2'/- - 7 q, 9567 �o� 1.3'/- x x I 975.7 1 6 / 77.2 °RCP ST.S. x:981.73 x 955. m" \ x DRIVEWAY / < L - 0 956.4 6 960.8 o 977.5 o PARCEL 2 ,, - _ �_ x 997 6 971,7 97 / Z Fence ties are shown On the <� 956. 58 3 I -- 969.9 972 4 / V I U I v 972.4 / 9�1. 9 0 6 978. 33.55 v x - -� 058.3 1 _ I 84. o ra cl') f h 95 __ 01815 I II 67.1 - - x 777. 13 �--- �97Q-�\ 974.8 00 In 955.@ \ 956.'5 \ \ 889 18 51 x 969.5 - 971.6 1979-2 981. 9 m �\ LL the fence is located line that _ 8 / .57.7 Q y>.p 2968.2 v x 56.9 966.0 ( ) mss, RET. WALL !•'� Lam, i, i1 N tL r7 \ ss.9 ,. /961 DEED) \.J ' m N . W - ,req �0 9�s9 x 9 967.80 ^ \ �` wl 4'/- 956.9 \� S88 -03'20"W - D " gg 956.6 95 _ _ 7.a\ O N 957.6 - 69 S \ I X ,w. s. v_ _:. x 955. fl`\ 957.0 956.9 \ 0) of6\x 968.1 \�i /I50 u O �� 955.5 �I ITI /1T `� \ 9d 967.4�I �T A�C = WETLAND x968-4�6.8% o a xx9$5.4 . x i (3 0,n V) Z 0Ld 955.1 ' O // 954.8 p /�(4, 0) 954.5\ IL / / t -00 R 1 T 4 Bearings are based on the Carver County � 956.0 � \ -- � � - � � �3, �- I V � � � I ( �� j � - - Coordinate System (NAD 83 -1986 adj.) C � i � � �i ,�-_ _ � � � I v, 3 954.1. L_L./ vx f AI o l \ t ` so 25 o 25 so Ioo 0 o ��. A L 954.0 I ° LCL �lvfv A�\ _ sss.2 \ / Z 9541 / \ \ \ I� i I = SCALE INFEET x ® Denotes Found Property Comer marked with C - 4 f ` \ L -V 1 �" r�' c rap RLS4i40344 or as denoted I 954.1 2� `` 954.5 955.2 $53.9 954.6 955.1 � I 1 � M x I 7x 7 -x x 1--x x x 953.9 I I N89018151nE 464.93 /J (N88'03'20 E -DEED) ..a A. ,y ,u ,A1 \ ! � \ !s. \ � � � 954.1 - � I � �- , /1I T I /1 T A , ` \ I \./V I L -\J 1 r\ --_ 954.5 FIELD CREW TVETE DRAWN EJW/DBP CHECKED DBP DATE 05/31/17 determmat of what area is actually being utilized for highway purposes including drainage and possibly slopes. O A/C UNIT d) Overhead utility along tine west line of the subject property. O WELL NO. BY DATE REVISION To: HP Holdings, LLC, and Custom Home Builders Title, LLC as issuing agent for Stewart Title Guaranty Company: TW P.116 - RGE.23 - SEC. 10 USE (INCLUDING COPYING, DISTRIBUTION, AND/OR S ❑U UTILITY PEDESTAL WATERMAIN CONVEYANCE IT DWITHINFORMATION) OFTHISRGQUIS TIS SEER SURE CARVER COUNTY ALT.A/NSPS LAND TITLE SURVEY STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s This is to cern that this or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail FL EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Requirements f ALTA/NSP L d Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1 - 4, 7a, 8, 9 and 11 of W llmeh m SAT H R E-BERGQUIST I AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND Table A there he field wor completed on June 2nd, 2017. I SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST,INC. OF Date of Plat or Map: June 8,2017 v 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476-6000 CHANHASSEN, PREPARED FOR: ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES to rp THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY WWW.SATHRE.COM LEGALLY NFOR DAMAGES ORLOSSES David B. Pemberton, PLS Minnesota License No. 40344 MINNESOTA HOMESTEAD PARTNERS RESULTING FROM IC4FA'3 0 FILE NO. 37865-001-200 1 / 1 GSeVTN N %a @� Ua GS• R u �. AJ 9r C W4Y FApq, / V I DESCRIPTION OF PROPERTY SURVEYED •, L , ,a C the subject property we are unatware. Please note that we have not placed a Gopher State One Call for this survey. There may or may not be SITE a y NKEF $T. �plY T :A/RVc N N �,� q \ YYY////// \\\vvv\\\aA ! love. c1- I rER N ERRY�"f' '➢i o' T W 2/ 113 WAy 9 eBANEBEFP.Y WAT E. CHICIt.RY WAT 78th y pO "' aLLLr s. N. Y M C 11 A digging, you are required by haw to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. A L s.. P Parcel 1: zone. Insurance purchase is not required in these zones) and Zone A (Areas with a 1% annual chance of flooding and a 26a/o chance of flooding over FIELD CREW TVETE DRAWN EJW/DBP CHECKED DBP DATE 05/31/17 determmat of what area is actually being utilized for highway purposes including drainage and possibly slopes. O A/C UNIT d) Overhead utility along tine west line of the subject property. O WELL NO. BY DATE REVISION To: HP Holdings, LLC, and Custom Home Builders Title, LLC as issuing agent for Stewart Title Guaranty Company: TW P.116 - RGE.23 - SEC. 10 USE (INCLUDING COPYING, DISTRIBUTION, AND/OR S ❑U UTILITY PEDESTAL WATERMAIN CONVEYANCE IT DWITHINFORMATION) OFTHISRGQUIS TIS SEER SURE CARVER COUNTY ALT.A/NSPS LAND TITLE SURVEY STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s This is to cern that this or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail FL EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Requirements f ALTA/NSP L d Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1 - 4, 7a, 8, 9 and 11 of W llmeh m SAT H R E-BERGQUIST I AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND Table A there he field wor completed on June 2nd, 2017. I SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST,INC. OF Date of Plat or Map: June 8,2017 v 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476-6000 CHANHASSEN, PREPARED FOR: ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES to rp THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY WWW.SATHRE.COM LEGALLY NFOR DAMAGES ORLOSSES David B. Pemberton, PLS Minnesota License No. 40344 MINNESOTA HOMESTEAD PARTNERS RESULTING FROM IC4FA'3 0 FILE NO. 37865-001-200 1 / 1 DESCRIPTION OF PROPERTY SURVEYED 3) Flood Zone Information: The subject property appears to lie within Zone C, (area outside the 1 -percent annual chance floodplain, areas of 1% annual the subject property we are unatware. Please note that we have not placed a Gopher State One Call for this survey. There may or may not be (Per Schedule A of the herein referenced Title Commitment) chance sheet flow Mooding when average depths are less than 1 foot, areas of 1% annual chance stream flooding where the contributing drainage area underground utilities in the malpped area, therefore extreme caution must be exercise before any excavation takes place on or near this site. Before SURVEY L E G E N D is less than 1 square mile, or areas protected from the 1% annual chance flood by levees. No Base Flood Elevations m depths are shown within this digging, you are required by haw to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. Parcel 1: zone. Insurance purchase is not required in these zones) and Zone A (Areas with a 1% annual chance of flooding and a 26a/o chance of flooding over That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: the life ofa30-year mortgage. Because detailed analyses are not performed for such areas; no depths or base flood elevations are shown within these 18) Wetland Delineation: The Wetland delineation was preformed by Arrowhead Environmental Consulting delineation lting and the deliflags were located on CAST IRON MONUMENT WOE WALKOUT ELEVATION �_ BITUMINOUS zones.), per the National Flood Insurance Program, Flood Insurance Rate Map Community Panel No. 270510005B, dated July 2, 1979 as acquired from ® CATCH BASIN FEE FIRST FLOOR ELEVATION _� Commencing al the West Quarter comer of said section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the West line of said the Federal Emergency Management Agency Web Site. August 7, 2013. Q BUILDING SETBACK LINE Southwest Quarter, a distance of 1213.40 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 464.93 fee ; thence North 1 degree 56 minutes 40 seconds t, g< SURVEY REPORT FLARED END SECTION GFE GARAGE FLOOR ELEVATION civ CABLE TV West on a line parallel to said west line of the Southwest Quarter, a distance of 289.19 fceq to the point of beginning of the tract to be described; thence continuing North I 4) Parcel Area Information: Gross Area: 479,134 s.f. - 10.999 acres N GATE VALVE TOF TOP OF FOUNDATION ELEV. CONCRETE CURB degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 272.96 fcet; thence North 88 degrees 03 minutes 20 seconds R/W Area: 9,940 s.f. - 0.228 acres This map and report was prepared witth the benefit of a Commitment for Title Insurance issued b Custom Home Builders Title, LLC, as issuing y g agent or < GUY WIRE LOE LOWEST OPENING ELEV. 0 CONCRETE East, a distance of 818.71 feet; thence South 6 degrees 43 minutes 00 seconds West a distance of 276.11 feet; thence South 88 degrees 03 minutes 20 seconds West, a Wet Area: 177,738s.f. 4.080 acres Stewart Title Guaranty Company, File; No. HB -34636, dated May 17, 2017. tyy � HYDRANT ❑ CABLE TV PEDESTAL distance of 777.13 feet to the point of beginning. Net Area: 291,456s.f -• 6.691 acres. O SURVEY MONUMENT SET C' - ELECTRIC TRANSFORMER --- 9so CONTOUR EXISTING CONTOUR PROPOSED Parcel 2. • SURVEY MONUMENT FOUND .. ELECTRIC MANHOLE _o_o-000- GUARD RAIL That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Rnage 23, Carver County, Minnesota described as follows: 5) Benchmark: Elevations are based on MN/DOT Geodetic Database Station Name: Excelsior AZ MK which has an elevation of 1025.76 feet 1) We note the following with regardis to Schedule B of the herein referenced Title Commitment: 0 SURVEY CONTROL POINT ELECTRIC METER DT DRAIN TILE (NAVD88). Commencing at the West Quarter comer of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the West line of said a) Item no.'s 1-8 are not survey related LIGHT POLE GAS METER ---='-': - - -- ELECTRIC UNDERGROUND Southwest Quarter, a distance of 651.25 feet to the point of beginning of the tract to be described; thence continuing South 1 degree 56 minutes 40 seconds Fast along said 6) Zoning Information: The current Zoning for the subject properly is A2 (Agricultural Estates District) per the City of Chanhassen's zoning map dated b Item no. 9 Sub' ) Subject m Ga<Ipin Road as laid out and traveled. Shown hereon. `� GAS VALVE -x x - FENCE West line of the Southwest Quarter, a distance of 562.12 feet to a point 1,213.40 feet distant from said West Quarter comer of Section 10; thence 88 degrees 03 minutes 20 January 14, 2014 along with partial zoning in BC (BluffCrcek Overlay District). c) Item no. A portion of t1heproperty contains wetlands which may be subject to federal, state, or local regulation. The right to use or improve POWER POLE _ C�i HAND HOLE Fo FIBER OPTIC UNDERGROUND seconds East, a. distance of 464.93 fceq thence Norah I degree 56 minutes 40 seconds West on a line parallel to said West line of the Southwest Quarter, a distance 562.15 these wetlands is excepteded herein. See Tab[eA note no. 18 above � SANITARY MANHOLE fee; degrees 03 minutes 20 seconds West, adistance of 464.93 feet to the point of beginning. thence South 88 de ® SANITARY CLEANOUT SOIL BORING -----"'--''--- GAS UNDERGROUND ALTA/NSPS OPTIONAL TABLE A NOTES Please note that the general restrictions for the subject property may have been amended through process. We be unaware of such I SIGN TREE CONIFEROUS oHU OVERHEAD UTILITY amendments if the me not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for k' P g g 2 Observations/Comments noted hereon per field survey such as ) p y (but not limited m): access, occupation, and easements and/or servitudes: (The following items reference Table A optional onal survey responsibilities and specifications) l currentrestrictionsforthis a) Fences along the north Bine of Parcel 1 972.5 GROUND ELEVATION � TREE DECIDUOUS Illllllllll,�r mr RAILROAD TRACKS b) Fences along the north lime of Parcel 2. ® STORM DRAIN (D TELEPHONE MANHOLE > SANITARY SEWER We have not received the current zoning classification and building setback requirements from the insurer. c) We have shown the rightt-of--way of Galpin Road across the easterly part of the site. We have surveyed it as a right-of-way that extends 33 feet S Q STORM MANHOLE M TELEPHONE PEDESTAL >> STORM SEWER 2) Site Address: 7240 Galpin Boulevard, Chanhassen, MN 55331 westerly from the centerfline of the traveled road. This is per the historic practice of providing 66 feet of right-of-way on the roads that develop - TRAFFIC SIGNAL TEL- TELEPHONE UNDERGROUND 11) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities encumbering via prescriptive rights. lamed upon contemporary case law this right-of-way could be construed to be more or less width based upon a - YARD LIGHT O UTILITY MANHOLE UTL UTILITY UNDERGR0 UND FIELD CREW TVETE DRAWN EJW/DBP CHECKED DBP DATE 05/31/17 determmat of what area is actually being utilized for highway purposes including drainage and possibly slopes. O A/C UNIT d) Overhead utility along tine west line of the subject property. O WELL NO. BY DATE REVISION To: HP Holdings, LLC, and Custom Home Builders Title, LLC as issuing agent for Stewart Title Guaranty Company: TW P.116 - RGE.23 - SEC. 10 USE (INCLUDING COPYING, DISTRIBUTION, AND/OR S ❑U UTILITY PEDESTAL WATERMAIN CONVEYANCE IT DWITHINFORMATION) OFTHISRGQUIS TIS SEER SURE CARVER COUNTY ALT.A/NSPS LAND TITLE SURVEY STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s This is to cern that this or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail FL EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Requirements f ALTA/NSP L d Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1 - 4, 7a, 8, 9 and 11 of W llmeh m SAT H R E-BERGQUIST I AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND Table A there he field wor completed on June 2nd, 2017. I SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST,INC. OF Date of Plat or Map: June 8,2017 v 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476-6000 CHANHASSEN, PREPARED FOR: ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES to rp THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY WWW.SATHRE.COM LEGALLY NFOR DAMAGES ORLOSSES David B. Pemberton, PLS Minnesota License No. 40344 MINNESOTA HOMESTEAD PARTNERS RESULTING FROM IC4FA'3 0 FILE NO. 37865-001-200 1 / 1 seci.,:. , 3' 12' Shrub Planting Detail NOT TO SCALE Tree Planting Detail NOT TO SCALE NOTES: TOTAL UPLAND AREA (EXCLUDING WETLANDS BASELINE CANOPY COVERAGE MINIMUM CANOPY COVERAGE REQUIRED PROPOSED TREE PRESERVATION MINIMUM CANOPY COVERAGE REQUIRED LESS CANOPY PRESERVED MINIMUM CANOPY COVERAGE TO BE REPLACED MULTIPLIED BY 1.2 DIVIDED BY1089 (1 TREE COVERAGE) Top of root ball. Overdig hole minimum of 9". Double shredded hardwood bark mulch - 4" depth (NO contact with shrub stems). Proposed grade. Hand loosen roots of ALL containerized plant material. Backfill with native soil. Undisturbed subgrade. Scarify bottom and sides of planting hole. Set root ball on subgrade. Straight leader with even branching. Maintain tree in a plumb position throughout warranty period. Tree wrap to first branch. Match grade at which tree was originally grown with proposed grade. Shredded hardwood mulch - 6" depth, 6' diameter (NO contact with tree trunk). Proposed grade. Remove burlap from top%of root ball. Overdig hole a minimum of 12". E l with native soil. Undisturbed subgrade. Scanty bottom and sides of planting hole. Set root ball on subgrade, 329444 SF 12% OR 40,357 SF 25% R 82,361 SF 2% OR 8,712 SF 82„361 SF 8,712 SF 73,649 SF 88,378 SF 81 TREES TO BE PLANTED FRONT YARD TREES: - ALL LOTS SHALL BE PROVIDED WITH A MINIMUM OF ONE DECIDUOUS OR CONIFER TREE TO BE PLACED IN THE FRONT YARD. - 10 LOTS = 10 FRONT YARD TREES LANDSCAPE BUFFER: - REQUIRED PLANT UNITS PER 100' AS PER BUFFERYARD B AT .8 AT 25' WIDTH 2 CANOPY TREES 3 UNDERSTORY TREES / EVERGREENS 5 SHRUBS - 300 LINEAR FEET BUFFERING COLLECTOR STREETS REQUIRES THE FOLLOWING PLANTINGS: 6 CANOPY TREES 9 UNDERSTORY TREES / EVERGREENS 15 SHRUBS ALL RESIDENTIAL LOTS SHALL HAVE A MINIMUM OF SIX INCHES OF TOPSOIL MEETING THE SPECIFICATIONS FOR Ml SPECIFICATION 3877-1 FOR COMMON TOPSOIL BORROW PLACED ON ALL THE AREAS TO BE SEEDED OR SODDED. DRAWING NAME LP FAWN DRAWN BY TDW CHECKED BY TDW DATE FAYM HILI_ TRFF RFPLACMFNT PLANTING LFGFND KEY COMMON NAME BOTA141CALNAME QTY. SIZE NOTES NOTES TREES TREES BH Black Hills Spruce Picea glauca dlensata 2 U BB .aL Re-amcnd Linden TA -a an erlica-a `P.ec n turd' S. 2 ° ' BB Strain htsingle lea de e.a Hac<berr CetYis occkkntaft 8 2 E ; BB lkraig ht s in2le Ica der PE Princeton Elm. Uhl us am aribana Rincefcr' - e € ' SE Straight s ingle lea der RB Riaer Bitch 8efut"a n' ra 3 8 Be Glum A:" R Sums t fate a Acer rutrtan Frarksred' 12 ; 5"' BB Strainht s i le leader 1?7 Red Oat r�uen;us rLotra 7 c.F." BE Straights i le traria 5❑ qua W`hitQ Qutevcustbi:ahar ie -'BB Straights i leleader EVERGREENS Bt- Blsc'+ Hills Spruce Picea ;aurader;9el 15 a BB NP Norwa:Fine Pinu�resinosa 11 f'BE NS f>kar�va' Bruce Picea afros o-12 ,Aihile. Pine Pritus atrObrlS 4 e, BB Tota' 81 NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, Al CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID -- I- AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC. OF ALL RESPONSIBILITY. NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Landscape Architect under the laws of the State of Minnesota. Signed: � Timothy D. Wilcox Date: 7-14-17 Registration#: 48928 FAWN HILL BUFFER PLANTING LEGEND KEY I COMMON NAME BOTANICAL NAME QTY. SIZE NOTES NOTES EVERGREENS TREES BH Black Hills Spruce Picea glauca dlensata 2 U BB WP White Pine Pinus strobus 4 6' BB Acerx freemanii Veffersred' 3 Total 6 SM Green Mountain Sugar Maple ORNAMENTALTREES 3 2.5" BB Straight single leader CS Pink Spires Crabapple Malus 'Pink Spires' 6 2” BB Straight single leader SB Autumn Brilliance Servicettemy Amelanchierx grandiflora Autumn Brilliance' 3 S' BB Clump Total 9 SHRUBS 1V Juddi Viburunum Viburnum x juddir 8 36" HT HN American Hazel Nut Co lus americana 7 36" HT Total 15 Norby & Associates Landscape Architects, Inc. 100 Esst Second Street Chaska, MN 55318 (952) 361-0644 FAWN HILL REQUIRED FRONT YARD TREE PLANTING LFGFND KEY I COMMON NAME BOTANICAL NAME QTY. SIZE NOTES TREES AL Redmond Linden Rim americana Redmond 4 2.5" BB Straight single leader AM Red Sunst Maple Acerx freemanii Veffersred' 3 2.5" BB Straight single leader SM Green Mountain Sugar Maple Acersacchanum 'Green Mountain' 3 2.5" BB Straight single leader Total 10 CITY PROJECT NO. :HANHASSEN MINNESOTA cls`; of C,APNriws. IiEl JUL 2 0 2017 CHAti*A,8ExnK('WIl1Et'1 LANDSCAPE PLAN FAWN HILL HP HOLDINGS, LLC. 80 11d ET FILE NO. 37865-001-200 L1 X • '� WEST 1/4 CORNER OF / SEC.10, TWP.116, RGE.23 / FND. CARVER COUNTY MON. / WEST LINE OF SWI/4 OF / SEC.10, TWP.116, RGE.23 I N u) V) L - 1 464.93 C�-----------------654.12 / -23.29 / t \ 4 \ \ 23 L7 \ S63 S\ \ N8f 52_39n cJ 60 epee of\ CgND >� NLd \ 0 LJ- W N <CDW i o -7 o t0 � L - � C� V Nin Cj to CID 00 W 00 W = V) \2,i a O N N `� < C N oOUTLOT A WI N 3 z t - J d DRAINAGE AND UTILITY U) ti EASEMENT OVER ALL OF OUTLOT A ro � t � > % WET LAND C� C` LIJ i Int i 11^TA00 ^ WI0 o SOUTHWEST CORNER OF in ' - SECAO, TWP.116, RGE.23 \ END. CARVER COUNTY MON. I DRAINAGE DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: I NOT TO SCALE Being 5 feet in width and adjoining lot lines, unless otherwise indicated, and 10 feet in width and adjoining right of way lines, unless otherwise indicated, as shown on the plat. N89°18'51"E 464.93 (N88°03'20"E) A -T- r -A ,_)A A^ F /-\l\IVIv L7 �� (S88°03'20"W) S89°18'51"W 1283.60 50 FAWN HILL A A r- A r, /'\ \ A / 100 L J� IVIC_nLJUVV 818..67 - - - - - 0 30.00 30.00 298.54 - - - - - � F- -208.13 50.57 1 ^ 1 �� 30 v 30 �� m // a 50 4L02 �� / 30 30 �D 3 QI I 4 /ro\6 ryl 5�� &--7007 21 w N o O / ^/ \ 90a �� I 11 E 00 In 448.6 _ - 1� S89'48'18' /C14 W nrd L11 I -- 3419E SS JC) as _5.. 9,3210 109.7_3 623 15.08 > irO�rl g° aS N c�aa'0 �%j1 URAIIVAGES v ' p. �yP�$o �\ 52.770 n t+1 � v 110 �a 0 0' 96 / / \ \t',O. k >o�� U`EA`ry fNT / // p9'\7°W o u pyo \ /' >�=50 23 28 I I,C1 o N _ �r z j 2/ / / \ �fl. 1 �\ / / S�66o.Op o°;ro °- 1►t' _ o � .1'53' o 0025 % / �y 52 r'�\a \ /rad\° 26 29 / �� w 11 _0 123 04� j' j �o /6 D L 250 6'22/ / /o � � 62.oi I / o i� �� 1 p- 0 TO gy /roao DRAINAGE Irti �\ '/ UTILI \ s2>, ° „ \(� ?O 2 O�6 til EASEMENT v �i L S O S88 03'20 W 777.13)/1 q 0 s / JO .� '\� `� d'. 'h\• '� °O o,$ rn 1`11 / p k / / S 2> iy / ° \ / ro > �° 8 S89 18 51 W / tK ��- p/ o j 9/,`90F \ �05 �6hj v,°O c6• .s0� ,y0 56+� 777.09 `TO� `?O h� 96.56 00, 5\0 50 > ��j / S, 42.25 42.26 43.86 43.86 >; oo \ I 9tio�/O>o �T tu 84.51 s 'v, N89°18'49"E 184.28 �s� I i i ivi : \ n / G \ /I A 1 " I /00 S vI: Ire: o/ n-N89°1851E;'�\` ,/ �r-NITS S�3 �� I `°N \/ %r r r�,It st w n -r /\ / O w 0 W LSI rLO O)� to NN-CA ZDRAINAGE to _O D r- AND UTILITY- %% �o I N O ° EASEMENT \I 0) U) j U) (o Z .y 14,vv l L_v l v ° V) Z "r o \\�p-3 �iI F� L1i _� 00 N 1008 60 O � _ Ib d « KNOW ALL PERSONS BY THESE PRESENTS: That Chanhassen Investment LLC., fee owner of the following described property situated in the State of STATE OF MINNESOTA O ,z Minnesota, County of Carver, to wit: COUNTY OF HENNEPIN O Z That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: The foregoing instrument was acknowledged before me this Commencing at the West Quarter comer of said section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the West line of said Southwest Quarter, Minnesota License No. 40344. SECTION 10, TOWNSHIP 116, RANGE 23 LOCATION MAP NO SCALE kHARRISON , LAKE � -_ - I / LAKE LUCY I � I I �°p9 m -1y I y I LAKE MN SM I I I HIGHWAY NO. 5 EARS SVRL w � m SATHRE-BERGQUIST, INC. N 60 30 0 30 60 120 SCALE IN FEET The bearing basis is the west line of the Southwest Quarter of Section 10, Township 116 West, Range 23 North which is assumed to bear South 00 degrees 41 minutes 09 seconds East. O Denotes a 1/2 inch by 14 inch iron pipe set in the ground and marked by License No. 40344 • Denotes a Found Iron Monument Denotes a Found Cast -Iron -Monument (xxxx) Denotes Deed Dimension day of , 2017, by David B. Pemberton, Professional Land Surveyor, a distance of 1213.40 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 289.19 feet; to the point of beginning of the tract to be described; thence continuing North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 272.96 feet; thence North 88 degrees 03 minutes 20 seconds Fast, a distance of 818.71 feet; thence South 6 degrees Notary Public, Hennepin County, Minnesota Notary Printed Name 43 minutes 00 seconds West a distance of 276.11 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 777.13 feet to the point of beginning. My Commission Expires: And CHANHASSEN, MINNESOTA That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: This plat of FAWN HILL was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting held this Commencing at the West Quarter corner of said Section 10; thence on an assumed bearing of South I degree 56 minutes 40 seconds East along the West line of said Southwest Quarter, , 2017, and is in compliance with the provisions of Minnesota Statues Section 505.03, Subdivision 2. a distance of 651.25 feet to the point of beginning of the tract to be described; thence continuing South 1 degree 56 minutes 40 seconds East along said West line of the Southwest CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA Quarter, a distance of 562.12 feet to a point 1,213.40 feet distant from said West Quarter comer of Section 10; thence 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said West line of the Southwest Quarter, a distance 562.15 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 464.93 feet to the point of beginning. By: , Mayor And By: Administrator Outlot B, C and D, VISTAS AT BENTZ FARMS, according to the recorded plat thereof, Carver County, Minnesota. COUNTYSURVEYOR, Has caused the same to be surveyed and platted as FAWN HILL and does hereby dedicate to the public for public use forever the public ways and drainage and utility Carver County, Minnesota easements, as shown on this plat. Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of 2017. In witness whereof said Chanhassen Investment LLC. has caused these presents to be signed by its proper officer this day of Brian Praske, Carver County Surveyor , 2017. Chanhassen Investment LLC. Matt Hanish, Vice President STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 2017, by Matt Hanish, Vice President of Chanhassen Investment, LLC. Notary Public, Hennepin County, Minnesota My Commission Expires: Notary Printed Name SURVEYORS CERTIFICATE I David B. Pemberton, do hereby certify that this plat was prepared by me or under my direct supervision, that I 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 the plat; that all monuments depicted on the plat have been or will be correctly set within one year as indicated on the plat; that all water boundaries and wet lands as defined in Minnesota Statutes, Section 505.01, Subdivision 3 existing as of the date of this certification are shown and labeled on the plat; and that all public ways are shown and labeled on the plat. Dated this day of 2017. David B. Pemberton, Professional Land Surveyor Minnesota License No. 40344 M COUNTY AUDITOR/TREASURER Carver County, Minnesota I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this day of .2017. Laurie Davies, County Auditor/Treasurer M COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of FAWN HILL was filed this day of 2017, at o'clock . M. as Document No. a County Recorder c l -Y QF CHANHAS;; E� RECEIVED AUG 0 6 21111 CHANHAMN FLAWNG PEPf day of —, B 1/4 CCIBEB ff 9 d114ex TWm m bAVFP CONT, YON. / 1 M15T LME. SWI/4 li TW.Ib. Mill 1 b OUTLOT A ,,\ Zes3p Or Net II '9' tll^TA nT I IW Id� W,57 Cf \ me Q T'NT I.. YC. p. 1W Im. R(i21 RO. VJtVEIt fpNlY Ypl. —N b OUTLOT E Gt] r J I cC �- ry SCALE MFEET ^a I✓ d gLMAGE AND Onun CR I'(J Tueem�°e bbie�me.w live orm. Twmbry 116 GSEl1EN7 OK8 ALL Ww Ran 23 N uduco 10, WyC9.SF 2J NaMmnilu uavwveib6m South 00 dclpm 41 mluluMaccoods Fsc GE WROTE ,S4 IJmoles A l2 inch by l4 ivch imn pipe rn iv V° ads —) MET -AND . Omo. eFama Lvo Maolmm _ mm\ OX DmnuaFmmd Cbybm-Momvvm \1 m A Z (v.xx) DmdsD iDmmsiw C] f — c] C' ', N, I _ Ld COUNTYOFBENNEPM TY fine,oio, imNmaT orb 4elno Wvdbefore melhv _ dry of 2017, by 0.yM B. ftod mo. Pmfeavwel lad SdDoS r, Mimeo¢ L. No. 40344. I I \ Nosy Public. H®cpm Cloudy Mip,ms Nosy P/mdN� My Gmdvim Exlm u: f.EANNASSE.\', uamam drA T,,WaFAMRLFf APPNNAdudevspma by dr CdY Camil oflhe Cary o(Cbub®.MmamvedeagyW maOoe dM mu dry or , 2017, mod s w cdxo,, ¢aim dr pmvlaou ofMiuvo¢ Snow Sorvoa 50503, Subulwom 2. CfIYCODNC9.OFTBEC OFCNANNASSW,MMNESOTA \ II '9' tll^TA nT I IW Id� W,57 Cf \ me Q T'NT I.. YC. p. 1W Im. R(i21 RO. VJtVEIt fpNlY Ypl. DRAMAGE AND I11L.IIY E ASEMPNIS ARP SNORM THIS: IIIIcs I xarrosc.IP 1 BIfABS 4i Widm Ad dpinmg Ica Eoq wlm otivvwe �o1M.sa 10 fca m aidm ed djoiviog ^Pbd ofwry Eoa mlm 9mwiu utlimo--0, M ahwm m me plm INa6'OS'Mi) T-] lV lL. FAWN HILL _ T f vhL_..I ,pr �� wlI_nvvn C7 y� (Sm'W'90Y) S89°18'51°W 1283.80 yb (maTl) bMm 438\3 ^/F 151.95 "m mm — — 298.54 r —200.1] 4 Z O 3� o 3 'I I 4 / E 1920D� ! 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To41lL,. ®q.9mm 4 K RN• IviN.CAAIC®9mWm..AAAlYl.ml7NYaMNT 11 w artam�Nlbnry wL�m.avY SWAIkRMm trrtmrtnmlTitle fammimM [q 9m ..•'p'N.ml N NP, AM A..IVJm G.¢meW.WmmiinneM9I. el dm ARHx°Fr Pgm9mmb melmY vevs mr94 �jmm bbLL mlv mlr®u.ua merµmmv F° •a.ibr n aLA) A m. ]MA 9r:Rea.m.r.... m.mlllmmmL®a%.smme®amVvm,I.u'. Q Fa YLmh mlEEsr. L) ro.r•rr rrrme y wFen.rmrryY>+waGYw Rmema m.amN9.Iaeerw...a m,ns n.. ryNnL..y unamaTl to .mll Ymr.arrrriW vl TYbRrriv pm4rR.irL b M e( r�aT.r m IY.uNJ..avLLV YaYim Y.4s imilrL.4fi1 rEM.r7r�rrErrrmm9 pWy.4s n D,r.Erylr•rmWrrr.yWRR•. SURVEY LEGEND WDE AI ELEVATIN 'PITWNCM FEE FIRST FLOOR ELEVATIN ++--.- FULDmG 418A. LINE LYE WAGE FLDDR ELEVATUN ..— CABLE ry T6 TOP OF Fa%DATKM ELEV. CUNC%lE SURE LCE LDRsi CPUNING MEV. CDNCRETE CABIE TV PEDESTAL CpT01% E.sTA. O SNI YGYIIAIENT SET ELECTRIC TRINSTCWLER ��_� CpNipA PRpVSFD • SWVEY Yp WENT FUND - ELECTRIC YANHDLE �.�. MARI RAIL Q SAVEY CUTRUL PUNT _ ELECTRIC METER DRAIN TILE SAS MI - ElECTRC 1NDENDA NO LIdI POLE GAS VALVE —• —•— FENCE PUNIER RULE RAND MUF INNER, OPEC WWNAU%D S.TMv YAm1UE r S^Y RpMG - GAs UNDERGROUND o sANITMT CL£ANwT * TREE CoAR,,N s " DVEANEAD N6ITT SUN IREE DEUDLPS RAILROAD 1RACX5 URUAND ELEVATION TEEEPNORE MANHOLE -- 'ANITA" SEWER IT. DRAIN O p TRAFFIC SI P¢ESTAL - STOMA SEWER sTtlRY MANNLLF TRAFFIC SIGNAL - TELEPxWE wDERCROLNc FARIS upT y. "TY uuMaE A/C LMT 4, DT 11 PEDESTALv- AEEll P�LCS i W YR IIRWI.O. TWP.118 RGEZB-9 10 NFILENOCOWING.DSTR911LGNAVUSMivLPNOIG°ga. LlL�maCuo)IselYrRhllLilep.9®6e S¢xn Tm fm.syfyq-Rl9 6sMm,MRI+^' ALTA/NSPS LAND TITLE SURVEY IR,� ISTI SATHRE-BERGQUIST, INC. ALTAWNSrs.WAMINPm. I.I AR9m111 °I $w�MaLK'wsosrrl.wrq reM.° maliamammml7.1W 90UTH BRp1pWAY WAMTA MI. r9Yl 111.761000CHANHASSEN. PREPARID FOR YrrYwmn�CauMINNESOTA WfHOMESTEAD PARTNERS IF 9TE % R a y y S T Y 8 E F N E Eli 1 SURVEY LEGEND WDE AI ELEVATIN 'PITWNCM FEE FIRST FLOOR ELEVATIN ++--.- FULDmG 418A. LINE LYE WAGE FLDDR ELEVATUN ..— CABLE ry T6 TOP OF Fa%DATKM ELEV. CUNC%lE SURE LCE LDRsi CPUNING MEV. CDNCRETE CABIE TV PEDESTAL CpT01% E.sTA. O SNI YGYIIAIENT SET ELECTRIC TRINSTCWLER ��_� CpNipA PRpVSFD • SWVEY Yp WENT FUND - ELECTRIC YANHDLE �.�. MARI RAIL Q SAVEY CUTRUL PUNT _ ELECTRIC METER DRAIN TILE SAS MI - ElECTRC 1NDENDA NO LIdI POLE GAS VALVE —• —•— FENCE PUNIER RULE RAND MUF INNER, OPEC WWNAU%D S.TMv YAm1UE r S^Y RpMG - GAs UNDERGROUND o sANITMT CL£ANwT * TREE CoAR,,N s " DVEANEAD N6ITT SUN IREE DEUDLPS RAILROAD 1RACX5 URUAND ELEVATION TEEEPNORE MANHOLE -- 'ANITA" SEWER IT. DRAIN O p TRAFFIC SI P¢ESTAL - STOMA SEWER sTtlRY MANNLLF TRAFFIC SIGNAL - TELEPxWE wDERCROLNc FARIS upT y. "TY uuMaE A/C LMT 4, DT 11 PEDESTALv- AEEll P�LCS i W YR IIRWI.O. TWP.118 RGEZB-9 10 NFILENOCOWING.DSTR911LGNAVUSMivLPNOIG°ga. LlL�maCuo)IselYrRhllLilep.9®6e S¢xn Tm fm.syfyq-Rl9 6sMm,MRI+^' ALTA/NSPS LAND TITLE SURVEY IR,� ISTI SATHRE-BERGQUIST, INC. ALTAWNSrs.WAMINPm. I.I AR9m111 °I $w�MaLK'wsosrrl.wrq reM.° maliamammml7.1W 90UTH BRp1pWAY WAMTA MI. r9Yl 111.761000CHANHASSEN. PREPARID FOR YrrYwmn�CauMINNESOTA WfHOMESTEAD PARTNERS 11 MyReport Page t Line Area Area Byp Coeff Coeff Coeff Capac Crit Cross Cross Curb Deft Depth Depth DnStm Drng Easting EGL EGL Energy No. Dn Up Ln No C1 C2 C3 Full Depth SI, Sw SI, Sx Len Ang Dn Up Ln No Area X Dn Up Loss (sgft) (sgft) (C) (C) (C) (cfs) (ff) (ft/ft) (ft/ft) (ft) (Deg) (ff) (ff) (ac) (ft) (ft) (ft) (ff) 1 2.91 2.91 Sag 0.20 0.50 0.90 52.76 1.43 0.050 0.020 1.50 -62.933 1.76 1.43" Outfall 0.15 548433.01 958.25 958.33 0.000 2 2.89 2.89 Offsite 0.20 0.50 0.90 92.28 1.43 0.050 0.020 1.50 30.907 1.43 1.43" 1 0.40 548565.30 958.32 966.21 0.000 3 0.24 0.51 n/a 0.20 0.50 0.90 13.46 0.54 .... .... .... -73.747 0.31 0.54" 2 0.00 548521.50 968.02 975.24 0.000 4 0.51 0.51 Sag 0.20 0.50 0.90 17.98 0.54 0.050 0.020 1.50 45.001 0.54 0.54" 3 0.01 548559.30 975.24 981.24 0.000 5 0.24 0.47 Sag 0.20 0.50 0.90 6.93 0.57 0.050 0.020 0.00 34.193 0.35 0.57'• 4 0.00 548616.00 982.99 985.61 0.000 6 1.82 2.28 n/a 0.20 0.50 0.90 25.35 1.36 .... .... .... 75.919 1.13 1.36" 2 0.00 548593.98 966.24 966.98 0.000 7 2.28 2.29 Sag 0.20 0.50 0.90 17.92 1.37 0.050 0.020 1.50 -79.397 1.36 1.37'" 6 0.68 548723.65 966.98 967.99 0.000 8 2.37 2.37 Sag 0.20 0.50 0.90 15.52 1.30 0.050 0.020 1.50 49.218 1.41 1.41 7 0.43 548826.88 967.89 968.39 0.500 9 2.77 2.32 Sag 0.20 0.50 0.90 14.94 1.26 0.050 0.020 1.50 -5.613 1.65 1.38 8 0.50 549008.31 968.45 969.12 0.667 10 1.79 1.79 Sag 0.20 0.50 0.90 45.18 1.22 0.050 0.020 1.50 34.864 1.75 1.22" 9 0.18 549053.29 969.40 974.08 0.343 11 1.75 1.75 Sag 0.20 0.50 0.90 45.44 1.20 0.050 0.020 1.50 0.000 1.22 1.20" 10 0.01 549068.41 974.06 975.74 0.000 12 0.76 1.56 Sag 0.20 0.50 0.90 25.26 1.23 0.050 0.020 1.50 -51.686 0.67 1.23" 11 0.00 549136.73 979.05 983.62 0.000 13 1.23 1.23 Sag 0.20 0.50 0.90 9.10 0.29 0.050 0.020 1.50 -0.173 1.25 1.25 9 0.27 549018.29 969.10 969.10 0.001 14 0.25 0.32 Offsite 0.20 0.50 0.90 6.54 0.38 0.050 0.020 1.00 0.002 0.32 0.38" 2 0.46 548590.10 967.56 967.92 0.000 15 2.33 2.33 Sag 0.20 0.50 0.90 26.81 1.39 0.050 0.020 1.50 -30.086 1.89 1.39" Outfall 0.00 548355.88 958.33 958.73 0.000 16 2.33 3.14 Sag 0.20 0.50 0.90 13.76 2.00 0.050 0.020 1.50 47.866 1.39 2.00" 15 0.01 548433.01 958.09 959.00 0.000 iaT`r IF CHA NHASGE EMED JJL l zo,; ID "HAMHfi SSENN MNING1) PT Project File: Storm 071917.stm Number of lines: 16 Date: 7/20/2017 NOTES: "Critical depth storm sewer MyReport Page 2 Flow Rate (cfs) Sf Ave (ft/ft) Sf Dn (11111) Grate Area ($911) Grate Len (ft) Grate Width (11) GndlRim EI Dn (11) GndlRim EI Up (ft) Gutter Depth (ft) Gutter Slope (tuft) Gutter Spread (ft) Gutter Width (ft) HGL Dn (ft) HGL Up 111) HGL Jnct (ft) HGL Jmp Dn dft) HGL Jmp Up (ft) Incr CxA Incr Q (cfs) Inlet Depth (ft) 17.97 0.000 0.000 3.00 1.50 2.00 958.33 961.71 0.12 Sag 3.10 2.00 957.66 957.73 j 957.73 957.50 957.38 0.06 0.31 0.12 17.78 0.000 0.000 ... 1.50 2.00 961.71 972.28 0.14 0.029 4.11 2.00 957.73 965.63 j 965.63 958.52 468AQ 0.16 0.83 0.06 1.84 0.000 0.000 .... .... .... 972.28 979.91 .... .... .... .... 967.81 975.04 975.04 .... .... 0.00 0.00 .... 1.84 0.000 0.000 3.00 1.50 2.00 979.91 985.05 0.05 Sag 0.96 2.00 975.04 981.04 981.04 ... ... 0.00 0.02 0.05 1.82 0.000 0.000 3.10 1.55 2.00 985.05 985.60 0.33 Sag 13.75 2.00 982.75 985.37 985.37 .... .... 0.00 1.82 0.33 14.37 0.000 0.000 .... .... .... 972.28 971.19 .... .... .... .... 965.63 966.36 966.36 .... .... 0.00 0.00 .... 14.43 0.000 0.000 3.00 1.50 2.00 971.19 971.03 0.25 Sag 9.25 2.00 966.36 967.37 967.37 .... .... 0.27 1.42 0.25 13.11 0.471 0.470 3.00 1.50 2.00 971.03 974.45 0.19 Sag 6.70 2.00 967.41 967.91 968.15 .... .... 0.17 0.90 0.19 12.28 0.364 0.292 3.00 1.50 2.00 974.45 971.51 0.21 Sag 7.45 2.00 968.15 968.68 969.09 .... .... 0.20 1.04 0.21 10.70 0.559 0.457 3.00 1.50 2.00 971.51 977.01 0.13 Sag 3.55 2.00 969.09 973.52 j 973.52 969.02 969.14 0.07 0.38 0.13 10.33 0.000 0.000 3.00 1.50 2.00 977.01 980,06 0.05 Sag 0.96 2.00 973.52 975.20] 975.20 973.67 973.91 0.00 0.02 0.05 10.31 0.000 0.000 3.00 1.50 2.00 980.06 983.37 0.78 Sag 36.05 2.00 978.37 982.93 982.93 .... .... 0.00 10.31 0.78 0.56 0.008 0.008 3.00 1.50 2.00 971.51 971.50 0.16 Sag 4.80 2.00 969.09 969.09 969.10 .... .... 0.11 0.56 0.16 0.96 0.000 0.000 .... 1.00 1.00 972.28 972.19 0.15 0.029 4.41 2.00 967.42 967.78 967.78 .... .... 0.18 0.96 0.11 14.89 0.000 0.000 3.00 1.50 2.00 959.43 961.08 0.98 Sag 46.20 2.00 957.69 958.09 j 958.09 957.69 957.12 0.00 14.89 0.98 0.02 0.000 0.000 3.00 1.50 2.00 961.08 961.71 0.05 Sag 0.96 2.00 958.09 959.00 959.00 .... .... 0.00 0.02 0.05 Project File: Storm 071917.stm Number of lines: 16 Date: 7/2012017 NOTES: "Critical depth Sloan sewe, MyReport Page 3 Inlet Inlet Inlet Inlet Inlet I i Invert Invert Jump Jump Vol Hd Vol Hd J -Loss Junct Known Cost Cost Cost Eff ID Loc Spread Time Sys Inlet Din Up Loc Len Jmp Dn Jmp Up Coeff Type Q RCP CMP PVC M (ft) (min) (In/hr) (in/hr) (ft) (ft) (ft) (ft) (ft) (ff) (of$) 100 2 Sag 3.10 15.0 4.72 5.21 955.90 956.30 9.67 7.20 0.59 0.91 0.85z Comb. 0.00 1,172 1,055 996 93 3 On Grade 1.10 15.0 4.81 5.21 956.30 964.20 15.60 7.13 0.59 1.67 1.46 z Comb. 0.00 8,644 7,780 7,347 .... 10 Sag .... 15.0 5.03 0.00 967.50 974.50 .... .... 0.00 0.00 0.75z MH 0.00 5,755 5,180 4,892 100 11 Sag 0.96 15.0 5.15 5.21 974.50 980.50 .... .... 0.00 0.00 0.92 z Comb. 0.00 2,815 2,534 2,393 100 EX Sag 13.75 15.0 0.00 0.00 982.40 984.80 .... .... 0.00 0.00 1.00 z Comb. 1.82 1,864 1,678 1,584 .... 4 Sag .... 15.0 4.91 0.00 964.50 965.00 .... .... 0.00 0.00 0.99z MH 0.00 2,184 1,966 1,856 100 5 Sag 9.25 15.0 4.98 5.21 965.00 966.00 .... .... 0.00 0.00 1.19 z Comb. 0.00 7,324 6,592 6,225 100 6 Sag 6.70 15.0 5.03 5.21 966.00 966.50 .... .... 0.00 0.00 0.50 Comb. 0.00 5,362 4,826 4,558 100 7 Sag 7.45 15.0 5.14 5.21 966.50 967.30 .... .... 0.00 0.00 0.94 Comb. 0.00 8,936 8,042 7,596 100 8A Sag 3.55 15.0 5.17 5.21 967.30 972.30 6.15 6.09 0.56 1.35 0.50 z Comb. 0.00 2,682 2,414 2,280 100 8 Sag 0.96 15.0 5.18 5.21 972.30 974.00 2.07 5.98 0.54 0.94 1.23 z Comb. 0.00 999 899 849 100 EX 2 Sag 36.05 15.0 0.00 0.00 977.70 981.70 .... .... 0.00 0.00 1.00 z Comb. 10.31 2,308 2,077 1,962 100 14 Sag 4.80 15.0 5.21 5.21 967.30 967.50 .... .... 0.00 0.00 1.00 Comb. 0.00 450 405 383 56 9 On Grade 2.61 15.0 5.21 5.21 967.10 967.40 .... .... 0.00 0.00 1.00z Comb. 0.00 1,135 1,022 965 100 12 Sag 46.20 15.0 0.96 0.00 955.80 956.70 6.41 9.01 0.39 1.10 1.17 z Comb. 14.89 2,684 2,416 2,281 100 2 Sag 0.96 15.0 5.21 5.21 956.70 957.00 .... .... 0.00 0.00 1.00 z Comb. 0.00 3,662 3,296 3,113 Project File: Storm 071917.stm Number of lines: 16 Date: 7/20/2017 NOTES: Intensity = 88.24 / (Inlet time + 15.50) A 0.83 - Retum period = 10 Yrs. ; " Critical depth Storm Sewer MyReport Page 4 Line ID Line Length (ft) Line Size (in) Line Slope N Line Type Local Depr (in) n-val Gutter n-val Pipe Minor Loss (ft) Northing Y (ft) Pipe Travel (min) a Byp (cfs) Q Capt (cfs) Q Carry (cfs) Line Rise (in) Runoff Coeff (C) Line Span (in) Area Al (ac) Area A2 (ac) Area A3 (ac) Pipe - (20) 24.164 30 1.66 Cir 0.0 ... 0.013 n/a 183317.38 0.11 0.00 0.31 0.00 30 0.40 30 0.00 0.00 0.00 Pipe - (19) 156.043 30 5.06 Cir 0.0 0.013 0.013 n/a 183400.13 0.72 0.06 0.77 0.00 30 0.40 30 0.00 0.00 0.00 Pipe - (23) 161.142 15 4.34 Cir .... .... 0.013 n/a 183555.20 1.79 .... .... .... 15 0.40 15 0.00 0.00 0.00 Pipe - (22) 77.424 15 7.75 Cir 0.0 ... 0.013 n/a 183622.77 0.86 0.00 0.02 0.00 15 0.40 15 0.00 0.00 0.00 Pipe -(24) 63.404 12 3.79 Cir 0.0 ... 0.013 n/a 183651.14 0.46 0.00 1.82 0.00 12 0.40 12 0.00 0.00 0.00 Pipe -(17) 39.797 24 1.26 Cir .... .... 0.013 0.61 183372.54 0.15 .... .... .... 24 0.40 24 0.00 0.00 0.00 Pipe -(14) 159.287 24 0.63 Cir 0.0 ... 0.013 n/a 183465.05 0.58 0.00 1.42 0.00 24 0.40 24 0.00 0.00 0.00 Pipe -(13)(1) 106.253 24 0.47 Cir 0.0 ... 0.013 0.24 183439.86 0.43 0.00 0.90 0.00 24 0.40 24 0.00 0.00 0.00 Pipe - (13) 183.265 24 0.44 Cir 0.0 ... 0.013 0.41 183414.03 0.78 0.00 1.04 0.00 24 0.40 24 0.00 0.00 0.00 Pipe -(21)(1) 61.470 21 8.13 Cir 0.0 ... 0.013 n/a 183372.14 0.23 0.00 0.38 0.00 21 0.40 21 0.00 0.00 0.00 Pipe - (21) 20.660 21 8.23 Cir 0.0 ... 0.013 n/a 183358.06 0.08 0.00 0.02 0.00 21 0.40 21 0.00 0.00 0.00 Pipe - (25) 69.113 18 5.79 Cir 0.0 ... 0.013 n/a 183368.54 0.20 0.00 10.31 0.00 18 0.40 18 0.00 0.00 0.00 Pipe - (28) 10.074 15 1.99 Cir 0.0 ... 0.013 0.00 183412.64 0.37 0.00 0.56 0.00 15 0.40 15 0.00 0.00 0.00 Pipe - (18) 29.250 15 1.03 Cir 0.0 0.013 0.013 0.14 183415.64 0.62 0.42 0.54 0.00 15 0.40 15 0.00 0.00 0.00 Pipe -(27) 64.053 24 1.41 Cir 0.0 ... 0.013 n/a 183342.11 0.22 0.00 14.89 0.00 24 0.40 24 0.00 0.00 0.00 Pipe - (26) 80.995 24 0.37 Cir 0.0 ... 0.013 0.00 183317.38 203.53 0.00 0.02 0.00 24 0.40 24 0.00 0.00 0.00 Project File: Storm 071917.stm Number of lines: 16 Date: 7/20/2017 NOTES: "Critical depth V storm Sewer MyReport Page 5 Tc Throat Total Total Total Vol Vol Vol Vol Vol Cover Cover Storage Ht Area CxA Runoff Ave On Hd On Hd Up Up Dn Up (min) (in) (ac) (cfa) (ff/e) (ft/5) (ft) (ft) (ff/a) (ff) (ff) (cff) 18.8 4.0 3.09 1.24 5.84 5.52 4.87 0.59 0.59 6.17 -0.07 2.91 79.93 18.1 4.0 2.94 1.18 5.65 6.13 6.11 0.59 0.59 6.14 2.91 5.58 453.02 16.3 ... 0.01 0.00 0.02 5.65 7.67 0.21 0.21 3.64 3.53 4.16 59.63 15.5 4.0 0.01 0.00 0.02 3.63 3.64 0.21 0.21 3.63 4.16 3.30 39.20 15.0 4.0 0.00 0.00 0.00 5.67 7.43 0.24 0.24 3.90 1.65 -0.20 22.51 17.3 ... 2.07 0.83 4.06 7.09 7.88 0.62 0.62 6.29 5.78 4.19 81.81 16.7 4.0 2.07 0.83 4.12 6.31 6.32 0.62 0.62 6.30 4.19 3.03 364.19 16.3 4.0 1.39 0.56 2.80 5.54 5.54 0.48 0.48 5.54 3.03 5.95 251.46 15.5 4.0 0.96 0.38 1.97 4.87 4.44 0.31 0.44 5.31 5.95 2.21 467.18 15.3 4.0 0.19 0.08 0.39 5.22 4.45 0.31 0.56 5.99 2.46 2.96 133.16 15.2 4.0 0.01 0.00 0.02 5.84 5.78 0.54 0.54 5.90 2.96 4.31 36.56 15.0 4.0 0.00 0.00 0.00 10.10 13.57 0.68 0.68 6.63 0.86 0.17 81.10 15.0 4.0 0.27 0.11 0.56 0.46 0.46 0.00 0.00 0.46 2.96 2.75 12.36 15.0 4.0 0.46 0.18 0.96 3.40 3.80 0.14 0.14 2.99 3.93 3.54 8.36 218.5 4.0 0.01 0.00 0.00 5.62 4.85 0.64 0.64 6.39 1.63 2.38 175.40 15.0 4.0 0.01 0.00 0.02 0.01 0.01 0.00 0.00 0.01 2.38 2.71 227.13 Project File: Storm 071917.stm Number of lines: 16 Date: 7/20/2017 NOTES: "Critical depth Storm Sexes 9 Rr LOCATION MAP 4 �l7i �"d �\� "d,� 2 3 'r - � 2 Infi Basin �O �� SHEET INDEX TABLE Hft- 9W-5 1 9 6 aNtt Dene« I m ...� \ PIXM RI \ \ I NWL-9560 HWL-958.5 \ T I I I SYMBOL LEGEND I 1 PREPARED FOR DESCRIPTION PROPOSED EXISTING �\ \ I � I I PREPARED BY 20,11110 v Nelolmnaw ---��--..o__ � I 111 I I I m..• � wa wno.w`— �— Armv�nmue I � I 1 i J � �•efm�` m ARan{f Mi MmNma+aMw — . 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BOULDERS IMVNOT BE USEDW WKLSTM1EItTWNBIN HEItdIT y_ -�f--- LINE B. CONTRACTOR TO REMOVE SEPTIC SYSTEM MID CAPN'El1�roL¢FYA'nw-- 13, A HpAEONNER3 ASSOCIATION SHJILL SE CREATED TO TAKE ONTNERSHIPCi THE RETAINING WALLS pNEWAY aLDeE a O W ENTAnDx N UTILITIES SHpNN ARE SHOWNIN MI APPROf01MTEWAY CNLY.THE 14. 81LTF@10E BEFOREGRADING -1550 LF I.EA QAgNGNM1 ElH'wT(a:M m a D a HO 100 CONTIUCTOFI3HML DETERMINE THE E%ACT,SIK,T OF U_Y Er,,,,ALL )NG SILT FBICE NITER GRADING -330 LF 9GLE IN FEEr UTILITES BEFORE COMMENC MHIS. NEUG TO TO BE FIALYRESPoI�EfORMW ■ ■ MID ALL DAMAGES ARISING OLUT OF HIS FAILURE TO EXACTLY LOC,ATEANDPPF�IY£ANY 15. ACTIVITIES MUST BE CO TC) TO T SO AS TO MINIMUM THE POTENTIAL TRM16FER OF pDUJITC INVASNE SPEACIES IE.G. ZEBM MUSSELS. AND ALL EXISTING UTILITIES. EURASIMI WATERMILFOIL. ETC.) TO THE MAXIMUM EXTENT N9BBlE DRAWING NAME NO. Br DATE REN&ONS 113E(NCLUdNL'C.OPYMG. DISTRBU7X]N,ANDOR C'ONVEYAT°CE OF (HEREBY CERTFYTMT TH15 RAN ORSPECFIGTXMI WAS 4RYPROJBl.T NO. FlLE NO. BASE-FANR4 JM MA Ir _RPBLY2D COrBRs INFgi1MT1pN)OF THIS PROOIIGT IS SDtICTLY PROW&TEA WITHOUT PREPARED BY I.EOR( UNDER W DIRECT SUFURVEON MIDTHAT I QTS Seq - GRADING PLANOR/MMBY SEE-___ COUI COIIBRS SATHRE-0ERGgU15TINC'5 EXPRESS WRITTEN AULIIORVAl1ON USE WITHOUT AM A WLYTOW UT/1WT C"COMABlTS SNDMUTHORNATONCONSTITUTESANILLEGITIIMTEUKMIDSHALLTIERBV UWSOFTHESTATEOFMrIN60TA w SATHRE-BERGQUIST, INC. CMECKEDm O7M1/1r RPBLWD COMMBfB --- MTHR -BERG HRE-BERGOUIST. INc.O ERI SPQVSIBILm. .CHANHASSEN FAWN HILL Q�jFEW SATHRE-BERGWIGT,INCRESERVESTHERIGHTTOHOLDAWILLCGITIUMIE ------------------- USER OR PARTY LEGALLY RESPoNSIBLE FOR D CIES OR LOSSES REBUL70EG S.jt��d` JIMINNESOTA /IDs'4aa.HP HOLDINGS, LLCR. ,7 Lc. a1N Z--LTCB Was ® a , � I I �, * /, 1 I No -- qm -1 I itsed ev.< \ 'ass v '� $�..`°•� A - h- � ir. �� AVS 1 1 \\5 qt q � / d I rKe OUTLOT A HWL-9585 N � _ / � Pond d1 •, y vvv �v v � \ \\\ / Ece - �V�V A � -VA el 1/ � /�l I vl HWL-9585 V. vA �_ v v v v v I A vv v v�I A v } l111 11 / l/ V 1 110I � 11/ l INLET PROTECTION I 1 SHOWN ARE SHONE IN AN WAV OILY THE EXISTING UnnTOR \ \ �- a, 1/ S A CONTRACTOR SHALL DETERMINE THE EJECT LOCATON OF ANY AND ALL EXISTING LOCATION OF' A ItIkk 50 E 0 TS 50 tpp AMACECRISING OUT AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOGTEM'D PRESERVE ANY. AND ALL E%ISTING IfTIL(PES. 000000 ROCK ENTRANCE BERM - -- SILT FENCE CONCRETE WASHOUT INLET PROTECTION to BLUFF CREEK OVERLAY DISTRICT MONUMENT NOTE ALL SIGNAGE FOR BLUFF CREEK OaBUAY DISTRICT MUST SE INSTALLED FRipi TO ANY EARTH gSTURSING ACiM1Y UNLESS OTHERWISE APPROVED BY ME CrtYENGINEER. RILEY PURGATORY BLUFF CREEL( WATER SIAM DISTRICT EROSION CONTROL NOTES. eEaSaM aepaBn411rYua w- ee mrbe prtlTLa. daudrq rerenepn annem nMro bpwl b an9reabal emm pmm. 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Ad:sterMd anus muA de Leo sed wM T uenLr ys a!MttMo yuronp won Mc Mnpwe '.y w permerenYY rzasee m a prcpMy Nn d 10 an mase...' wsisn la dlrya weirwhanat Tat,pane wa must, a, a m,n,mum, apse m.nun aro reps as mac suftda aro .11 st.ondna pd 1 danno Ha, 111. taIsw NG. evens Ywon s paeoneao ma re tanot Esme." nt and -d 'ant1Yn Ra Teemller. Ma sannnnee must urtwm Ineaa r awass, 61swas M sag Y It sepetatve mwr a eMab Aned TM pwm:ase .I'rre�Me n a og of ad,, Ies "de' •• s sed on br nepeawn by me Dated on ruuM AOApx mud na mrreunee m xm mrwmae n<PaemNHraaTan waquale �maaa:ce=kr , a iM mooch, Fiwasen rxermlMwl, ercl 1p Hre mmmun a4nt W.vEle hO0.TY SHOWN ARE SHONE IN AN WAV OILY THE EXISTING UnnTOR S A CONTRACTOR SHALL DETERMINE THE EJECT LOCATON OF ANY AND ALL EXISTING LOCATION OF' A UTILITIES WORK NFAGREESTOBEFULLYREBPONSIBLSER AVY 50 E 0 TS 50 tpp AMACECRISING OUT AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOGTEM'D PRESERVE ANY. AND ALL E%ISTING IfTIL(PES. l o s er rc MFEET DRAWING NAME NO BASE BY DATE REWSIDNB USE (INCLUDING COPYING, DISTRIBUTION, AN09R CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN ON SPEOFICATIONWAB av, CRYPROBTMO. RIXW -FAWN _ DRAWBY N __ ___ ________ -- INFORMATION) OF THIS PRODUCT IS STRICTLY RIOHI&TED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPER)ASID, AND TINTI yAe — EROSION CONTROL PLAN 5NM5BGg2B0 TCW _ __ ___________________ SATHREEERGDUIST. INC cEXPRESS WRIT,EN AUDIORIUTION UBEWITHDUT Sslp gIRHORWTIpJ CONSTffUTESAN ILIEGRIIMTE 115EAND SHALL THEREBY AMADULY REGISTERED PROFESSIOEAL ENG)TffitlRagTTIE LAWS OF THE STATE DF MINNESOTA �� SATHRE-BERGQUIST, INC. CH BY - INDEMNIFY SATHRE-0ERGWIST. INC. OFALL gESf9N31&LrtY. HANHASSEN FAWN HILL RSA) _ __ ___ ________________ RESERVESTMFOR ANY )SES —i� 1 S', T®sartH aFDAwvAr wAnwrA, w.BSDt (IRf AiBi �� _--------- _ USER OR PARTY LEGALLY USERORPARTYLEGALLYRESPDNSIBLEFORDAMAGESORLOSSESRESULTING DAJAGES O RESULTING FTtDM ,LLEGITIAATE USE ROBERT AD.PF 'q�e MINNESOTA HP HOLDINGS, LLC. 11 ON1V1) - -- ------------------- OW: O / 17 Lic Nn -u4,_a w e 1 Mier 13 L MAP BL-- w weed �aeM rew�e p. asb!—aWws��rr .— M`4 � f e... mxoE1F r * � . __.. —• ®I m 1MRVSr IAc'4:e R'✓. aWUMG 'e f� ^ JL .- - -- ' �fflf nrlu(� _•�—w.rs— .,y,cr FT_59JIIE f♦ � � � Pra;o�F .c .i 'YR511 RK Kp M FAL11 Sm W BEND FM WC1 RUN RK rM1 O(6Dm O� ,E E 2 u EAa'r-.r.arnr 3 b VOL N. E N.Yl R K BI. 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OF KL RESPONSIBILT' SATHREBERGOUIST,INLUSER OR PARTY LEr y RESPDN3IBLE wR wMAGE30R LOSSES RESULTINGMINN FROM IL EG AN FUSE I HEREBY CE (ME THAT ATS PLAN OR SPEc�GIwTgN WAB DREW,REDBYMEORUNDERMYDIREC MGINVISIONNID TINT AMApAYREGISTEREDPROFESSIONKENGINEERUmERTN"p LAWS OFTIESTATE OF MINNESOTA ACpC, 3DIB:CIWDBY �nF B.H /+ SATHRE-BERGQUISTT INC.T� D„YPRI DETAIL SHEETS HILL09RS,fi HP HOLDINGS, LLC. GILE NO TCW 01 GW WAA„T RPBCWD COMMENTS 02 TCW oTH?/tT LDUNIY COMMEMB cHANFAWN 11 DS lL1N OT„MT CITYCON\ENTS a TW/ BR„„,RPBdVO f.D1AQAg �T ROBERTB.YOSTAD,�E LLL 3 x III"1�141ai1°ll•II9. ' ''� °d4' Ijl ,q b�! I �' ulli!��Syit W I .I q �I?d"114•• ' ..,1 !I I I' - IIiF � — -- --iryl!ilA'� I [ lot', fg AR I I i s.. PROJECT NAME .�•�.,r..-.>m, �>m I _ �llliiY 'IIA�I•;h��yI LII 4 u U' 1 'I I { �II I!IIIhII°"�'ryyi I� Ill i� r e 1 SS ii I'C'I ii9 iii �`. 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USEWITNIOUT MDAUIHORDATIONCONSTITUTESANILLEGITIMATEUSE AND BHALLTHEREBY INDEMNIFY SATHRE-BERGQUIST, INC OF ALL RESPONSIBILITY SATHRE-BERGQUIST, INL RESERVESTHEWG"TTOHDLDANVIU-EGITIIMTE FFROM IILLRLPARTY EGIIAMTE USEY RESPONSIBLE FOR DALIAGES OR LOSSES RESULTING PREPARED BY ME UNDER PLAN OR SPECIFICATON WAB PREPARED BY ME OR UNDER MYDIRECT SUP ERVISIONANUTHAT AM A DULY REGISTERED PROFESSXNIAL ENGINEER UNDER THE LAWSOFTHESTATEOFMBOFSOTA S' �T/f-.(� F,EP9 b" + q ` W $ SATHRE-BERGQUIST, INC. 15050UTH BROAPYAY WAYUTA Mx 55'61 (Bs)nst0B0 '41 Fl`' 4s F� LrtY PROJECT NO DETAIL SHEETS FAWN HILL HP HOLDINGS, LLC. FILENO 3TB65 OOt-3W TRV W LAW pM1O1T RPBCWD LOMMENB _ LnAWN eY m TDW MMT COUNTY LOM\ENTS CHANHASSEN, MINNESOTA 11 'I � 1 TGW W TOW B/Nwi CITYCOMIEFIT8 ABY a lU1Y 011BlllT RPBLWD COYYEMIS ,� ROBERT S.MOLBTAB. P.E ONM1: 0 7 lb Ne. �-(+YT-8 OS'1YtT - 00's Su44`>1 SATHRE-BERGQUIST, INC. W 150 S. BROADWAY, WAYZATA, MINNESOTA 55391 TEL: (952) 376-6000 FAX: (952)476-0104 WEB: WWW.SATHRE.COM Transmittal To: Bob Generous Date: 08/03/17 Company/City: Chanhassen Job #: 37865-001-200 Department: Planning From: Tom Welshinger Address: 7700 Market Blvd. Project: Fawn Hill Chanhassen, MN 55331 1 Phone: 952-227-1160 Reaardina: Preliminary/Final Revision x Herewith ❑ Under separate cover ❑ Courier ❑ Mail X Hand delivery ❑ Pick u to Quantity 4 Format Ps IDescription 22x34 Plans 1 R 11x17 Reduced 4 Ps 22x34 Plats 1Response Letter 1 Lot Tab 1 Revised Engineer Estimate 1 Easement Vacation Sheet Format Codes: LrOV el; S--Ske"; P=Plan: PSS set M=Mylar, T=�; R=Reduction: 0 --Original; Burd Form c: File CIryCFCHANNASSEN RECEIVED AUG G ;; 2G17 CHANHASSENPUNNINGDEPT W:\S-B Pro)f\37865-001.200 CHANHASSEN - BENTZ 2ND\INFO\Correspondence\Transmitta�T-BGenerous- 080317.doc DRAINAGE AND UTILITY EASEMENTS TO BE VACATED The drainage and utility easement over, under and across all of Outlot C and Outlot D, VISTAS AT BENTZ FARMS, according to the recorded plat thereof, Caver County, Minnesota. CITYOFCHANHASSEN RECEIVED AUG U 3 2017 CHANHASSEN PLANNING DEPT 60 30 0 30 60 120 SCALE IN FEET SATHRE-BERISQUIST, INC. 150 South Broadway Ave. Wayzata, MN. 55391 (952) 476-6000 w .sathre.com EASEMENT EXHIBIT Date 08-03-2017 Revision Date: Pr Imred By: JJA Check By. DBP Prepared For Layout 6heeC EE -FH VACATION Homestead Partners, LLC. Project Numher. 3786&001-200 LOCATION: CHANHASSEN, MINNESOTA PREPARED FOR: HP HOLDINGS LLC. PREPARED BY: SATHRE-BERGQUIST, INC. DATE: JUNE 15,2017 Revised: August 3, 2017 Description Unit Mobilization - Grading L.S. Rock Entrance Berm EACH Clearing & Grubbing ACRE Silt Fence (before construction) L.F. Silt Fence (after construction) L.F. Silt Fence Repair and Cleaning L.F. Common Excavation C.Y. Subcut Unsuitable in Structural Fill Areas C.Y. Respread Topsoil C.Y. Export Excess Material (1.3 LV) C.Y. Remove Farm Drive and Culverts and Restore Ditch EACH Remove Existing Draintile L.S. Restoration (Seed and Mulch) ACRE Retaining Wall S.F. Estimated Quanti 1.0 1.0 2.0 1,550.0 330.0 470.0 16,730.0 2,150.0 3,300.0 3,000.0 2.0 1.0 5.5 340.0 Unit Bid Price Amount $2,500.00 $2,500.00 $1,250.00 $1,250.00 $3,500.00 $7,000.00 $2.00 $3,100.00 $2.00 $660.00 $2.00 $940.00 $2.00 $33,460.00 $2.25 $4,837.50 $2.00 $6,600.00 $7.50 $22,500.00 $500.00 $1,000.00 $1,500.00 $1,500.00 $500.00 $2,750.00 $22.00 $7,480.00 C ITY OF CHANHASSEN RECEIVED AUG U 6' 2017 CHANHA$$EN PLANNING DEPT Site Grading Total: $95,577.50 LOCATION: CHANHASSEN, MINNESOTA PREPARED FOR: HP HOLDINGS LLC. PREPARED BY: SATHRE-BERGQUIST, INC. Date : June 15, 2017 Revised: August 1, 2017 Description Sanitary Sewer - Mobilization - Utility Permits & Bonds 8" PVC SDR 35 0-15' Manhole 0-8' Manhole Extra Depth Furnish & Install Castings 8" x 4" Wyes (SCH. 40) 4" PVC Service (SCH. 40) Improved Pipe Fndtn Televise Connect to Existing (Remove and Dispose plugs) Insulate (-4x8x2 Sheets, 2sheets) Estimated Unit Quantity L.S. 1.0 L.S. 1.0 L.F. 445.0 EACH 3.0 L.F. 17.1 EACH 3.0 EACH 10.0 EACH 10.0 L.F. 445.0 L.F. 445.0 EACH 2.0 EACH 1.0 Sanitary Sewer Total Unit Price $2,500.00 $500.00 $32.00 $2,000.00 $125.00 $450.00 $150.00 $625.00 $3.00 $2.00 $750.00 $250.00 Engineer's Estimate Bid Amount $2,500.00 $500.00 $14,240.00 $6,000.00 $2,137.50 $1,350.00 $1,500.00 $6,250.00 $1,335.00 $890.00 $1,500.00 $250.00 $38,452.50 LOCATION: CHANHASSEN, MINNESOTA PREPARED FOR: HP HOLDINGS LLC. PREPARED BY: SATHRE-BERGQUIST, INC. Date : June 15, 2017 Revised: August 1, 2017 Description Unit Watermain 6" C-900 PVC L.F. Watermain 8" C-900 PVC L.F. Connect to Existing (Remove and Dispose plugs) EACH 6" Valves EACH Valve Box Apaptor II #6 Base - By Adaptor Inc. (On All 6"-12" GV's) EACH 8" x 6" Tee EACH 8" Bends EACH 8" x 6" Reducer EACH Hydrants (WB 67, 5 ft back of curb) EACH Hydrant Extensions EACH 1" Services EACH Improved Pipe Fndtn L.F. Estimated Quantity 5.0 560.0 3.0 2.0 2.0 n 4.0 1.0 2.0 1.0 10.0 565.0 Unit Price $20.50 $22.50 $500.00 $1,250.00 $125.00 $400.00 $300.00 $350.00 $3,000.00 $250.00 $950.00 $2.50 Engineer's Estimate Bid Amount $102.50 $12,600.00 $1,500.00 $2,500.00 $250.00 $400.00 $1,200.00 $350.00 $6,000.00 $250.00 $9,500.00 $1,412.50 Watermain Total: $36,065.00 LOCATION : CHANHASSEN, MINNESOTA PREPARED FOR: HP HOLDINGS LLC. PREPARED BY: SATHRE-BERGQUIST, INC. Date : June 15, 2017 Revised: August 1, 2017 Description Storm Sewer - 15" RCP - Cl 5 21" RCP - Cl 4 24" RCP - Cl 4 30" RCP - Cl 4 30" RCP APRON W/Trashguard Catchbasin (2'x 3') Catchbasin Manhole (4' Dia) Catchbasin Manhole (5' Dia) Storm Manhole (4' Dia) Catchbasin Furnish & Install Castings Manhole Extra Depth Storm Sewer Inlet Protection (wimco's) Improved Pipe Fndtn 6" Rear Yard Draintile 4" Side Yard Draintile Infiltration Basin/Pond Sand (80% Sand, 20% Composte) (1.3 LV) Pond Draintile (6" Rigid Perforated No Sock) Rip Rap Estimated Unit Quantity L.F. L.F. L.F. L.F. EACH EACH EACH EACH EACH EACH EACH L.F. EACH L. F. L.F. L.F. C.Y. L.F. C.Y. 220.0 85.0 490.0 155.0 1.0 1.0 7.0 1.0 2.0 1.0 12.0 4.3 10.0 ti 90.0 110.0 610.0 sn n 18.0 Unit Price $30.00 $40.00 $50.00 $65.00 $3,000.00 $950.00 $1,100.00 $1,450.00 $1,250.00 $1,000.00 $425.00 $100.00 $125.00 $2.00 $8.00 $6.00 $25.00 $8.00 $100.00 Engineer's Estimate Bid Amount $3,400.00 $24,500.00 $10,075.00 $3,000.00 $950.00 $7,700.00 $1,450.00 $2,500.00 $1,000.00 $5.100.00 $430.00 $1,250.00 $1,900.00 $720.00 $660.00 $15,250.00 $400.00 $1,800.00 LOCATION: CHANHASSEN, MINNESOTA PREPARED FOR: HP HOLDINGS LLC, PREPARED BY: SATHRE-BERGQUIST, INC. Date : June 15, 2017 Revised: August 1, 2017 Description Cable Concrete Overflow Televise Estimated Unit Unit Quantity Price S.Y. 122.0 $12.00 L. F. 950.0 $2.00 Storm Sewer Total: Engineer's Estimate $1,464.00 $1,900.00 $92,049.00 LOCATION: CHANHASSEN, MINNESOTA PREPARED FOR: HP HOLDINGS LLC. PREPARED BY: SATHRE-BERGQUIST, INC. Date : June 15, 2017 Revised: August 1, 2017 Description Street Construction - Mobilization - Streets Permits & Bonds Subgrade Preparation Curb & Gutter (B618) Curb & Gutter Surmountable (28") Backfill Curb & Gutter Concrete Walk (5' Wide - 6" Concrete walk Incl. 4" Cl 5) Remove Temp Turnaround, Boulder Wall and Conc Walk Restore Yard Ped Ramps 24" Select Granular 12" Class 5 Base 2.0" Bit Base Coarse 2.0" Bit Wear Course Tack Coat Regrade Boulevards after Small Utilities Restoration Blvd Sod & Silt Fence Adjust Castings -Base Course Unit L.S. L.S. S.Y. L.F. L.F. L.F. L.F. L.S. S.Y. EACH TONS TONS TONS TONS GALS L.F. L.S. L.F. EACH Estimated Quantity 1.0 1.0 2,655.0 0.0 1,210.0 1,210.0 385.0 A n 350.0 2.0 4,030.0 1,910.0 n7n f o, 200.0 1,210.0 1.0 1,210.0 G A Unit Price $2,500.00 $500.00 $0.75 $11.00 $10.00 $1.00 $22.00 $2,000.00 $5.50 $700.00 $10.00 $11.50 $70.00 $70.00 $2.00 $1.00 $2,500.00 $2.50 $350.00 Engineer's Estimate $2,500.00 $500.00 $1,991.25 $0.00 $12,100.00 $1,210.00 $8,470.00 $2,000.00 $1,925.00 $1,400.00 $40,300.00 $21,965.00 $18,900.00 $18,900.00 $400.00 $1,210.00 $2,500.00 $3,025.00 $1.750.00 LOCATION: CHANHASSEN, MINNESOTA PREPARED FOR: HP HOLDINGS LLC. PREPARED BY: SATHRE-BERGQUIST, INC. Date : June 15, 2017 Revised: August 1, 2017 Description Adjust Castings - Wear Course Adjust Gate Valves -Base Course Adjust Gate Valves - Wear Course All Street - 4" Draintile w/wrap All Street - 4" Cleanouts Conduit Crossings (estimated) SUMMARY: Sanitary Sewer - Watermain - Storm Sewer - Street Construction - Total - Estimated Unit Quantity EACH 5.0 EACH 0.0 EACH 0.0 L.F. 1,020.0 EACH 7.0 EACH 8.0 Street Base Total: Engineer's Estimate Unit Bid Price Amount $150.00 $250.00 $150.00 $6.00 $100.00 $300.00 $750.00 $0.00 $0.00 $6,120.00 $700.00 $2,400.00 $151,016.25 $38,452.50 $36,065.00 $92,049.00 $151,016.25 $317,582.75 L] N / 4 1 FAWN HILL • \ MST 1/1 C(NIkA OF I1� .r OUTLOT " �a 1WP.1•. �v / / � � FSQ pMVFP mIMYr Rw. /�ryI $�f\IIYI�L�\ Ixi / .s! \ \ -0 / •LST UE 6W OF EAS O`T Dr. AU m 3'J N / 4La lIR la �.D 60 30 0 b 60 120 R .1\ WET LWD I _ 1 VRL.:I �f•�• Ot IVI L/'IIJVYY m (md"03'2V'A') S89°18'51"W 1283.60 1xirna ( /1,�S" rrR IV ` • T1s 6rer;vg MSuumeWm upsofine - --------654.12 � \.I $puWwep Quuly of 5e,.tiov lO. 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Hes rrd We ume m be mrveyM W phued AN FAWN BDl W Me5 N n by dWre b Itr public for WM1c uu f -a Ne public x'856 W dmiuge W uuliry evemmh,. e6 w m du pbt Do wives x64emfINV I., `ouA,Nl LLC. hIA n Ihenpace m h rigor by y props of -Pols Po.'of 201- Cbevbuen fnremns LLG Mev H-184 vim P®dr STATE OF bBNNF_SOTA COI YOF The Eennw iubmmswrankmwkdpolshm�Poh_dy pr zo1]. by Mau x.rh, vix eemilanT nroanb® mx.r.mt uc Nom, PrPoEs, Nenmpm Conray, Afmn Navy PrasM Mme My Cammi®ir EYphv: I OA,d B. Pcrne m mhenryocr*MPoupWa pr eWbymmm nndim Ncpr,,ui,n Nnl ws duhhurod Inm: suncyum0e Smeof Minoaoy Tyr Ni. phR m L is a wrM T¢maYEm ofPoe broader, Aurv,, T N Al mAl.l mTe and Abeu art m d-, b+ e p]At mn w mmimmk depis i on Poe pW have bmn or vrd! k mTmly sof whbm reym.indimW-ft,tae Nal 91-bouoduim And xa lanae au a,md in . suwTm, Sutim SI bl'subPovuim 3mivhas wnfWe dRnfWptvdfimdm ue rbovm W hbelm mNe pm[:Wmtl eu pnbb, wny.- Sboxm and 1blal on me pin. David B. Pemyrton. Pmhmiood lend Surveyor Mmnmh Liems No. 40 a goi 1 I1� .r /�ryI $�f\IIYI�L�\ Ixi / -0 60 30 0 b 60 120 $LACE fNFEEI' O I /1,�S" rrR IV ` • T1s 6rer;vg MSuumeWm upsofine .( � \.I $puWwep Quuly of 5e,.tiov lO. Towmhip 116 Wm, Reoge 33 TOM whichuavumW bbm �� 6p SouW 00 hgtn al mivules 03 sapods F m \ W / \\� O � mm cuind W vuhel by Li. No. 40 a no nW „ Omr/ 5 Fa 1 hon Mammm, 2 Sm Os pmme S FouNi lmo moo. ^\0 m (x,xx) UmoTm Dail Dwmsioo r?OZ f - 0 I z d w I _C nATEOFAf➢xNESOTA COUNTY OF HENNEPDB Thef insmrman,wm-ko,ou-Ix -e Asvo( .2017. by DSVW B. Pante Rvfcuionel latl Sw 11.:.-. w Mim®o Liana N0. w314 Nolry Publir. Nnvvepm Caooty. MmvewY NOryP mccl Nems MY Co urn Expire: MNTBSOTA lti pW ofFAwN xIIt..5 Wprawe em PrArdE>'We Cccu a do(usC-ofcmnhwm.Af-AA n e"NuDo mrmng 6eu ff" ,301],mtl a wmmpWoa w,b,hc pwuioro of Aforn. Soon Sccuoo 505 03, Subdm. 2. CITY fDDNCIl.OF TILL COY OF CAy.tOIABSEN. MP'NESOTA coo s1fawYD4 Grvatto ChM 395. P�op,mlmCh pa 395. Nuwmw lluS of 19- 1. This pNl N56em eppmved Mu Avy Brian Pre kc. CAoo,c Camry Smv,yv C'OII\TY AUDITDQrIBFASDQER f Cmmry,M®em fbveq m+tilt m.Tms wreblemrd pm.yems hava br�pad la lud ducntremThu vl+f D.vd ThsaPoF 201]. Iaorr Devin. Couvry AutliTa?,®er By C031NTY QPNRDR bmbymMfy �YefFAW FVR1As tlxr, deyof 2B1],M "'OFCHAhr1A£.. a�aW_M.De®m1Na RECEI�'EO caTnn Remrda AUG 0 3 ZO I i r;H#'r+FSSEN PL�NINa; FAWN BILL Chanhassen, Minnesota Project # 37865-001-200 Date August 2, 2017 „N RECEIVED SEN AJu u 3 2017 CHANHAS$EN PLANKING DEPT Homestead Partners, Prepared for: P Pre P h : y Sathre-Berared gquist, Inc. LLC 6035 Culligan Way Minnetonka, I50 Broadway Ave. S. MN 55345 Wayzata, MN 55391 Contact: Tom Bakritges Contact: David Pemberton tel: 612-272-9701 tel: 952-476-6000 BLOCK 1 GROSS AREA WETLAND AREA NET AREA WIDTH Q SETBACK Lot 1 21,132 s.f. 0.49 acres 0 s.f. 21,132 s.f. 0.49 acres 77 +/_ LE Lot 2 24,815 s.f. 0.57 acres 0 s.f. 24,815 s.f. 0.57 acres 77.5 +/_ Lf. Lot 3 39,263 s.f. 0.90 acres 0 s.f. 39,263 s.f. 0.90 acres 77.5 +/_ Lf. Lot 4 62,334 s.f. 1.43 acres 0 s.f. 62,334 s.f. 1.43 acres 82.1 +/- Lt.. Total 147,544 s.f. 3.39 acres 0 s.f. 147,544 s.f. 3.39 acres BLOCK 2 GROSS AREA WETLAND AREA NET AREA WIDTH Q SETBACK Lot 1 15,479 s.f. 0.36 acres 0 s.f. 15,479 s.f. 0.36 acres 108.1 +/- 11 Lot 2 11,434 s.f. 0.26 acres 0 s.f. 11,434 s.f. 0.26 acres 108.3 +/- LE Lot 3 35,059 s.f. 0.80 acres 0 s.f. 35,059 s.f. 0.80 acres 104.8 +/- Lf. Lot 4 17,502 s.f. 0.40 acres 0 s.f. 17,502 s.f. 0.40 acres 89.4 +/_ Lf. Lot 5 18,403 s.f. 0.42 acres 0 s.f. 18,403 s.f. 0.42 acres 79.8 +/- 1. f. Lot 6 19,433 s.f. 0.45 acres 0 s.f. 19,433 s.f. 0.45 acres 100.5 +/- 1. f. Total 117,311 s.f. 2.69 acres 0 s.f. 117,311 s.f. 2.69 acres OUTLOT GROSS AREA WETLAND AREA NET AREA A 193,902 s.f. 4.45 acres 177,734 s.f. 16,168 s.f. 0.37 acres R/W GROSS AREA WETLAND AREA NET AREA 48,426 s.f 1.11 acres 0 s.f. 48,426 s.f. 1.11 acres TOTAL GROSS AREA WETLAND AREA NET AREA 507,182 s.f. 11.64 acres #REF! s.f. #REF! s.f. ##### acres „N RECEIVED SEN AJu u 3 2017 CHANHAS$EN PLANKING DEPT Planning Commission Fawn Hill — Rezoning, CUP, Preliminary Plat, & Variance Planning Case 2017- 15 July 18, 2017 Page 16 of 17 26. The existing home on Lot 3, Block 2 shall be connected to the proposed water system prior to the acceptance of the public water main. 27. Storm sewer installed with this subdivision shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 28. The grading proposed will route some of the Galpin Boulevard ditch runoff as overland, sheet flow to a pick-up catchbasin located on Lot 5, Block 2. The plan shall be revised to include a pick-up catchbasin within the right-of-way rather than routing the stormwater onto the residential lot. 29. The plan shall be revised to locate CBMH 4 outside of the driveway area for Lot 1, Blockl. 30. The plan shall be revised to include CBMH 14 in the structure table on plan page 4. 31. The plan shall be revised to show velocities on the FES table on plan page 4. All FES pipe shall have non-erosive velocities (3.5-5.0 feet per second). 32. The plan shall be revised to remove the environmental sumps from CBMH 7 and installed on CBMH 3 and 6. This CBMH are preferred because they are downstream to catch more debris and are on the street for easier future maintenance access. 33. The plan shall be revised to show the entire storm pond that the development is using for stormwater management. 34. To avoid having stormsewer pipe in backyard easements, staff recommends routing the stormwater system down Bentz Court and up Fawn Hill Road rather than between Lots 1 and 2 of Block 2. 35. The storm crossing elevation at Station 1+25 shall be corrected. 36. The plan shall be revised to increase the pipe slope to FES 13 to 1.00% or greater per the MN Stormwater Manual to prevent ice damage to the pipe. 37. The plan shall be revised to use 15" RCP as the minimum stormwater pipe size for future maintenance access. 38. Water and sewer partial hook-ups are due at the time of final plat. For 10 units, the sanitary partial fee is $6,910.00 and the water partial fee is $21,470.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. Natural Resources: , (res a.�`,�J` J41 7/1+/1?rS �I i slatl( bko Tedd at SNS : Cc i^�v� µt a Au -o�o�v or tre s i urr to be planted in hi.��ie l.oylea �BwMfii� �MAw�eli ed o wart s 1�. nae IL-iwes or (oct Tree preservation fencing shall be installed around existing trees to be saved prior to any construction activities and�eptaz� rn��jl, XeIS.ompletion. 3. The applicant shall install the required bufferyard plantings along G pm Blvd. 1 �p�d aKldLwt 11,E a � lu V � iAt.�lVl�tr�xT►�-S�U�J f��.l( �t�+'�- Gto WL,We d nvo- • R swur`�+ . pv AWG i#tls onsfik -K•r. fellowtioj t gve na{-vee4nw•.AA4: Peg( ►uaf(e, b(24 �t L 2 - Ll Ll L,P+ j J."q 4rc4-4 LZ* Z �3 -fv-e- � 3 g 4ve� Lock I I I f— lP4- 2 -7 C51- 5 cl & 15 *SII � e&c�k tf-. yw j jwmfy OIVt gUwV\ Det tkt_ a &At-� dA4-CA 0g s``� SATHRE-BERGQUIST, INC. I 150 S. BROADWAY, WAYZATA, MINNESOTA 55391 S P`' TF.L: (952)476-6000 FAX: (952)476-0104 WEB: WWW.SATHRE.COM Transmittal To: Bob Generous Date: 07/20/16 Company/City: Chanhassen Job #: 37865-001-200 Department: Planning From: Tom Welshinger Address: 7700 Market Blvd. Project: Fawn Hill Chanhassen, MN 55331 1 Phone: 952-227-1160 Regarding: Preliminary/Final x Herewith ❑ Fed Ex ❑ Under separate cover x Courier ❑ Mail ❑ Hand delivery ❑ Pickup Item/Revision Date Quantity Format Description 3 Ps 22x34 Plans 1 R 11x17 Reduced Plat 5 Ps 22x34 Plats 1 Response Letter 1 Revised Spec 1 En ineer Estimate 1 Storm Calcs and SWMP Format Codes: 13 --Digital; Sk=Sketch; P=Plan; Ps=Plan set: M=Mylar, T=Transparency; R=Reduction; 0=0ngine; Bound Form Notes/Comments c: File CITYOFCHANHASSEN RECEIVED JUL 2 0 2017 7 Z a W:\S-B Pro1jM7865-001-200 CHANHASSEN - BENTZ 2ND\INFO\Correspondence\TransmittaNT-BGenerous- 072017.doc SATHRE-BERGOUIST, INC. 150SOUTH BROADWAY, WAYZATA, MINNESOTA, 55391 (952) 476-6000 FAX (952) 476-0104 July 13t1, 2017 Robert Generous Stephanie Smith City of Chanhassen 7700 Market Blvd. Chanhassen, MN 55337 Re: FAWN HILL HP HOLDINGS, LLC. Planning Commission Recommendation Letter Below are the items from your review letter from July 14t1, 2017 and our written responses to each item. Conditional Use Permit: 1. Outlot E, encompassing the large wetland area, shall be dedicated to the City. Response: Outlot E will be dedicated to the city 2. The developer shall install signage at lot lines corner and at the change in angle along the west portion of Lots 2, 3 and 4, Block 1 to demarcate the Bluff Creek Primary Zone. Response: Signs shall be placed at lot corners along the Bluff Creek Primary Zone. Subdivision with Variances: Building: 1. Provide a 1:200 "clean" plat drawing. Response: A 1:200 clean plat drawing will be provided. 2. Demolition permits required for the removal of any existing structures. Response: Developer will pull permits before any demolition occurs. 3. Proposed street -name (Fawn Hill Road) is acceptable to the Building Official. 4. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. Response: Developer will coordinate with the building official if necessary. 5. A final grade plan and soils report must be submitted to the Inspections Division before permits can be issued. Response: The final grading plan and soils report will be available to the inspectioeldtaF CalMHASSEN RECEIVED JUL 2 0 2017 CHANHASSEN PLANNING DEPT 6. Retaining walls over four feet high require a permit and must be designed by a professional engineer. Response: Any retaining walls over four feet high will be designed be a professional engineer and the developer will apply for any permits required. 7. Each lot must be provided with separate sewer and water services. Response: Each lot including the existing will have separate sewer/water services. 8. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Response: The developer will meet with the inspections division to discuss the plan review and permit process. Engineering: 1. The plat shall be modified to dedicate drainage and utility easements over the pipe from CBMH 2 to CBMH 12 to FES 13 and CBMH 14 to CBMH 7. The easements shall be sized to allow future excavation for a ratio of 1:1 (min) or 1:1.5 (preferred). Response: The easements will be added or modified as requested. 2. The developer will work with the city to resolve the drainage at the southeast corner of the proposed development and the northeast corner of Vistas at Bentz Farms. Response: Drainage at the south east corner of the proposed development is being rerouted into the storm system for the current development. Please Note: The Developer is requesting an area charge credit due to the additional storm sewer installation outside of the property boundaries, to carry all the water draining from the north and east to the Fawn property. 3. The applicant shall submit a soils report indicating soil conditions, permeability and slope. Response: The soils report is in the construction specifications book. 4. The benchmark location and elevation used for surveying shall be indicated on the grading plan. Response: TNH added to hydrant on corner of Bentz Court and Fawn Hill Rd. 5. Proposed spot elevations shall be shown on the grading plan at the center of the proposed driveway at the curbline and at corners of proposed building pads. Response: Spot elevations have been added to the street and grading plan. 6. The plan shall be revised so that Note 10.A on the grading plan reads that disturbed areas will be restored with 6" of topsoil. Response: The note has been revised removing the 4" to 6" and replacing with 6". 7. To provide draintile services where runoff will flow from the back to the front of lots, the plan shall be revised to include draintile between Lots 3 and 4 of Block 2. Response: Draintile has been added between lots 3 and 4 Block 2. 8. Lot 4, Block 1 and Lot 4, Block 2 grading plans shall be revised to grade away from the building pads. Response: Grading has been revised to flow away from building pads. 9. The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). Response: A NPDES Permit will be pulled before construction is started. 10. The applicant shall submit the full SWPPP document to the city for review prior to grading on site. Response: Our SWPPP document will be provided with resubmission. 11. The plans shall identify the areas intended for stockpiling materials on site during construction. Response: Labeled on plans. See Lot 1 Block 2. 12. The applicant shall meet the minimum requirements for stormwater set forth in City Codes 9 -VII and requirements of the Riley -Purgatory -Bluff Creek Watershed District. Response: All city codes and RPBCWD requirements will be met before construction begins. 13. The applicant must obtain a permit from RPBCWD prior to final plat recording. Response: The permit is currently applied for and being worked on. 14. The SWMP Fee is $58,915.20. The SWMP Credit given for the meeting the 1.1" volume abstraction is $29,457.60. The applicant must still verify that the 1.1" abstraction is met for the site. The net SWMP Fee due at the time of final plat of is $29,457.60. Response: The developer will submit fees at time of platting. 15. Both walls shall be moved outside the perimeter drainage and utility easements that will be dedicated with this plat. Response: The wall on Lot 2 Block 2 has been removed. The wall on Lot 5 Block 2 has been removed from the easement. 16. The existing retaining wall at the temporary turnaround constructed as part of Vistas at Bentz Farms shall be removed. Response: Notes are on plan for removal. 17. The Fawn Hill plan set proposes a 10.25% slope, but the developer's engineer shall revised the plan to achieve the 10.0% slope per the Forest Meadow as -built plans and the Vistas at Bentz Farms ghost plat of this parcel. Response: The plan has been revised to reflect the 10.0% slope. 18. Fawn Hill Road and Bentz Court shall be public streets, owned and maintained by the city after acceptance of the public improvements by the City Council. 19. The street plan shall be revised to callout right-of-way widths and centerline gradients. Response: Right of Way widths have been labeled. The Centerline Gradient is depicted on the Street Sheet with corresponding labels on the plans. 20. A street light shall be installed at the intersection of Fawn Hill Road and Bentz Court. A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. Response: A street light already exists on the South East corner of Bentz Court and Fawn Hill Road. 21. All proposed driveways shall follow the city setback requirements of 10 feet from the property line. The driveway for Lots 2-4 of Block 1 and Lots 3-5 of Block 2 shall be revised to meet the setback. Response: Driveways have been modified to meet city setback requirements. 22. ADA compliant pedestrian ramps shall be installed at the intersection of Bentz Court and Fawn Hill Road and at the entrance to Sugarbush Park. Response: ADA compliant ramps are planned between lot 10 and 11 block 1 of Vistas at Bentz Farms and Lot 1 Block 2 of Fawn Hill. There are no locations planned to necessitate a ramp to access Sugarbush Park 23. Sanitary sewer shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 24. The existing home on Lot 3, Block 2 shall be connected to the proposed sewer system and the existing mound system shall be removed prior to the acceptance of the public sanitary sewer. Response: The existing home is designed to be hooked up to city sewer and water. 25. Water main shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 26. The existing home on Lot 3, Block 2 shall be connected to the proposed water system prior to the acceptance of the public water main. Response: The existing home is designed to be hooked up to city sewer and water. 27. Storm sewer installed with this subdivision shall be owned and maintained by the city after acceptance of the public improvements by the City Council. 28. The grading proposed will route some of the Galpin Boulevard ditch runoff as overland, sheet flow to a pick-up catchbasin located on Lot 5, Block 2. The plan shall be revised to include a pick- up catchbasin within the right-of-way rather than routing the stormwater onto the residential lot. Response: A structure has been added and the ditch shall be swaled to direct water to the CBMH in the ROW. 29. The plan shall be revised to locate CBMH 4 outside of the driveway area for Lot 1, Block 1. Response: CBMH 4 has been placed in the street as an STMH. 30. The plan shall be revised to include CBMH 14 in the structure table on plan page 4. Response: CB 14 has been added to the table. 31. The plan shall be revised to show velocities on the FES table on plan page 4. All FES pipe shall have non-erosive velocities (3.5-5.0 feet per second). Response: Velocities have been added to the table and are within the non-erosive range. 32. The plan shall be revised to remove the environmental sumps from CBMH 7 and installed on CBMH 3 and 6. This CBMH are preferred because they are downstream to catch more debris and are on the street for easier future maintenance access. Response: Added 2' Sumps to structures 3 and 6. 33. The plan shall be revised to show the entire storm pond that the development is using for stormwater management. Response: Plans have been revised to show entire pond where possible. 34. To avoid having stormsewer pipe in backyard easements, staff recommends routing the stormwater system down Bentz Court and up Fawn Hill Road rather than between Lots 1 and 2 of Block 2. Response: Due to existing infrastructure in the intersection the current layout is proposed, we are open to other options. 35. The storm crossing elevation at Station 1+25 shall be corrected. Response: The elevation has been corrected. 36. The plan shall be revised to increase the pipe slope to FES 13 to 1.00% or greater per the MN Stormwater Manual to prevent ice damage to the pipe. Response: The 24" Pipe meets minimum slope for flushing and has been designed based on the required height of the weir in Structure 2. This pipe is designed to only see water during extreme events and otherwise should not have any water in the pipe. 37. The plan shall be revised to use 15" RCP as the minimum stormwater pipe size for future maintenance access. Response: All 12" pipes have been increased to 15" pipes. 38. Water and sewer partial hook-ups are due at the time of final plat. For 10 units, the sanitary partial fee is $6,910.00 and the water partial fee is $21,470.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. Response: The developer will submit the fees at time of final plat. Natural Resources: 1. The minimum number of overstory trees required to be planted in the development is 81. Response: The 81 trees are reflected in the updated landscape plan. 2. Tree preservation fencing shall be installed around existing trees to be saved prior to any construction activities and remain installed until completion. Response: The silt fence will be installed prior to any construction activities. See erosion control sheet. 3. The applicant shall install the required bufferyard plantings along Galpin Boulevard. Response: The required bufferyard planting has been incorporated into the landscape plan. Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approved for Fawn Hill. Response: The park fee will be provided by the developer, unless the City determines that Outlots A — D is important for the Cities park system of open space. The developer would in lieu of park fees for 9 SF lots, the developer would deed Outlots A — D to the City. The final plat would change to one Outlot. Planning: 1. The applicant shall resolve the issues with Outlots A, B, C, D and F prior to final plat approval. Response: Developer will work out with the city for Market timing if the City does not desire the need for Outlots A — D. 2. Outlot E, encompassing the large wetland area, shall be dedicated to the city. Response: Outlot E (4.45 acres) will be dedicated to the city. 3. The developer shall install signage at lot lines corner and at the change in angle along the west portion of Lots 2, 3 and 4, Block 1 to demarcate the Bluff Creek Primary Zone. Response: Signs shall be placed at lot corners along the Bluff Creek Primary Zone. Please let us know if you have any additional comments. Thanks, Tom Welshinger, E.I.T. Sathre-Bergquist, Inc. cc: Bob Molstad (Sathre-Bergquist, INC.), Tom Bakritges (HP Holdings, LLC.) That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the West Quarter corner of said section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the West line of said Southwest Quarter, a distance of 1213.40 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 289.19 feet; to the point of beginning of the tract to be described; thence continuing North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 272.96 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 818.71 feet; thence South 6 degrees 43 minutes 00 seconds West a distance of 276.11 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 777.13 feet to the point of beginning. And That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the West Quarter corner of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the West line of said Southwest Quarter, a distance of 651.25 feet to the point of beginning of the tract to be described; thence continuing South 1 degree 56 minutes 40 seconds East along said West line of the Southwest Quarter, a distance of 562.12 feet to a point 1,213.40 feet distant from said West Quarter corner of Section 10; thence 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said West line of the Southwest Quarter, a distance 562.15 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 464.93 feet to the point of beginning. And Outlot B, C and D, VISTAS AT BENTZ FARMS, according to the recorded plat thereof, Carver County, Minnesota. vI7""RECEIVEDs°En 11L 2 u 1011 NWHI ,RANNINGDEPT FAWN HILL 200 SCALE I \ I CITY OKHANHASSSEN RECEIVED JUL 2 0 2017 CHANIIAM PLANNiN(d DEPT 1'ORS� FAWN HILL Project# 37865-001-200 Homestead Partners, Prepared for. LLC 6035 Culligan Way Minneumnlm, MN 55345 Contact: Tom Bakntges tel: 612-272-9701 Chanhassen, Minnesota Date June 9, 2017 Prepared by: Sathre-Bergquist, Inc. 150 Broadway Ave. S. Wayzata, MN 55391 Contact: David Pemberton tel: 952476-6000 BLOCK 1 GROSS AREA WETLAND AREA NET AREA WIDTH @ SETBACK Lot 1 21,132 s.f. 0.49 acres 0 s.f. 21,132 s.f. 0.49 acres 77 +/- L£ Lot 2 24,815 s.f. 0.57 acres 0 s.f. 24,815 s.f. 0.57 acres 77.5 +/- I.f. Lot 3 19,020 s.f. 0.44 acres 0 s.f. 19,020 s.f. 0.44 acres 77.5 +/- 1.11 Lot 15,132 s.f. 0.35 acres 0 s.f. 15,132 s.f. 0.35 acres 82.1 +/- l.f. Total 80,098 s.f. 1.84 acres 0 s.f. 80,098 s.f. 1.84 acres _ BLOCK 2 GROSS AREA WETLAND AREA NET AREA WIDTH @ SETBACK Lot 1 15,479 s.f. 0.36 acres 0 s.f. 15,479 s.f. 0.36 acres 108.1 +/_ 11 Lot 2 11,434 s.f. 0.26 acres 0 s.f. 11,434 s.f. 0.26 acres 108.3 +/- 1.11 Lot 3 35,059 s.f. 0.80 acres 0 s.f. 35,059 s.f. 0.80 acres 104.8 +/- 11 Lot 4 17,502 s.f. 0.40 acres 0 s.f. 17,502 s.f. 0.40 acres 89.4 +/- 11 Lot 5 18,403 s.f. 0.42 acres 0 s.f. 18,403 s.f. 0.42 acres 79.8 +/- I.f. Lot 6 17,522 s.f. 0.40 acres 0 s.f. 17,522 s.f. 0.40 acres 100.5 +/- 11.. Total 115,399 s.£ 2.65 acres 0 a. f. 115,399 s.f. 2.65 acres OUTLOT GROSS AREA WETLAND AREA NET AREA A 12,631 s.f. 0.29 acres 0 s.f. 12,631 s.£ 0.29 acres B 24,497 s.f. 0.56 acres 0 51 24,497 s.f. 0.56 acres C 14,576 s.f. 0.33 acres 0 s.f. 14,576 s.f. 0.33 acres D 15,741 s.f. 0.36 acres 0 s.f. 15,741 s.f. 0.36 acres E 193,902 s.f. 4.45 acres 177,738 s.f. 16,164 s.f. 0.37 acres F 1,911 s.f. 0.04 acres 0 s.f. 1,911 s.f. 0.04 acres Total 263,258 s.f. 6.04 acres 177,738 s.f. 85,520 s.f. 1.96 acres R/W GROSS AREA WETLAND AREA NET AREA 48,426 s.f. 1.11 acres 0 s.f. 48,426 s.f. 1.11 acres TOTAL GROSS AREA WETLAND AREA NET AREA 507,182 s.f. 11.64 acres 177,738 s.f. 329,444 s.f. 7.56 acres v17 `! RECEIVEDN SE JUL 2 0 2017 CHANHASSENPLANNING DEPT