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THE TRENCH DIMEN$IWNS SHOWN ARE APPROXIMATE T E ACTUAL DIMENSIONS SHOULD E DESI GNE BY ABY THE CON CTOR IN ACCORDANCE WITH HA REGULATIONS.. TRENCH BOX -20LX� X6w 'OP OF EXC.-44LX30_ EX MH 1 0.00 C s , _ -- CB 34 v TC922.93 CB 33 15"I NV.917.82 TC 922.7 15' NV.91 .11 O x �- p --_- 0 I- «- 0 LOT E FIRE NOTES 1. PRIOR TO COMBUSTIBLE HOME CONSTRUCTION, FIRE APPARATUS ACCESS ROADS CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS SHALL BE MADE SERVICEABLE 2. STREET SIGNS SHALL BE INSTALLED PRIOR TO BUILDING PERMITS BEING ISSUED. FIRE MARSHAL MUST APPROVE STREET SIGNAGE. 3. PRIOR TO COMBUSTIBLE CONSTRUCTION, FIRE HYDRANTS SHALL BE SERVICEABLE. C.S.A.H NO. 18 (LYMAN BLVD.) 1. ALL DIP FOR SANITARY SEWER LINES SHALL BE POLY -WRAPPED AND ALL BOLTS USED SHALL BE STAINLESS STEEL. 2. REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS. 3. ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT. 4. WYE LOCATIONS TO BE SUPPLIED & VERIFIED BY CONTRACTORS. WYE STATIONING IS CALCULATED FROM THE DOWN STREAM MANHOLES. 5. ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES. 6. ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED BACK TO THE WATERMAIN TEE BY MEANS OF APPROVED MEGALUGS UNLESS OTHERWISE NOTED. 7. ALL SEWER SERVICES ARE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICES IF SEWER AND WATER ARE IN THE SAME TRENCH. B. ALL SEWER AND WATER SERVICES ARE EXTENDED 10 FEET BEYOND THE PROPERTY LINE UNLESS OTHERWISE NOTED. 9. ALL VALVES ON THE WATERMAIN FOR THIS PROJECT SHALL BE GATE VALVES. NO BUTTERFLY VALVES SHALL BE USED ON THE WATERMAIN FOR THIS PROJECT. 10. THE CITY OF CHANHASSEN CURRENT'ENGINEERING GUIDELINES' AND "SPECIFICATIONS' SHALL GOVERN. 11.. INSTALL HYDRANTS 5' BEHIND CURB (TYPICAL). POLY WRAP ALL HYDRANT BARRELS ii) BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT IN SERVICE. 12. ALL 4'-12" WATERMAIN SHALL BE PVC C900 (DR25). ALL 16" WATERMAIN SHALL BE PVC C905 (DR18). 13. MECHANICAL BALLS SHALL BE INSTALLED IN SANITARY SEWER AT CONNECTION POINTSFOLLOWING INSTALLATION OF PIPE TO PROTECT EXISTING LINES FROM DEBRIS, & SEDIMENT INFILTRATION. BALLS SHALL REMAIN UNTIL LINES ARE TELEVISED & ACCEPTED BY THE CITY. 14. THE CONTRACTOR SHALL CONTACT THE SEWER & WATER DIVISION AT LEAST 48 HOURS PRIOR TO ANY PUBLIC SEWER/WATERMAIN CONNECTION. 15. SANITARY SEWER AND WATERMAIN SHALL BECOME CITY OWNED AFTER CONSTRUCTION AND ACCEPTANCE BY CITY COUNCIL - 1 6. SANITARY SEWER TO BE AS -BUILT PRIOR TO WATERMAIN CONSTRUCTION. zpzs 9 ozs) wo lzs) h 930 930 55555 (bTZ6 b'Elfi j6 9216 j8oe.ej soa.al d g G G �sw (e'Tz6�sw (e'Lz6�w MH4 MH5 a I I E'Zl6 j8 T �9°ssll J �ms.ol �eoe:i V II 7'a♦_ I II 8,?,`1l2"l II .9 1i I I RIM:94 RI 921.1 1 LZ a� 8� 9''a S8 O'EL6 d6 t, Eta j9 8E16 j9 II Z'b16 J9 II 0'b16 S9 BLD: 11.4 BLD: 11.3 t 1Z6 j1 0'126" JJ JJ J J �7J �7 b'lZ6 j�JI� 9OZ6 jJ. 87 87 87 I II 87 I II O7 II 8� I J CST . L8'OZ6 jO II E OZ6 jO 6"OZ6 jl E 26 Q L'lZ6 jl C'ZZ6 jl S'ZZ6 jl 920-------------L s5 curie � I I ZZ6920_CB 9"OZ6 jO 0"26 j�JJ Lb'lZfi jOJIL8'1Z6 j0LZ'ZZ6 j0 0"ZZ6 j0 r -- m o19'9J CBOX: CBOX:CBO%: - - - L � CBOX,� L_--1---- CBOX: �IL 9,9.7 ❑A979.6 919.8 T9.9 --_J G- 92T Cp.5\ O3 -'m m -----\ vv N /MAINTAIN IB"225°B LAT \ SEPARATION910 - 910 � \ � C@OX .J o CBOX: - - » 0q / B" PVC SDR 35 919.9 CBOX: - - - - 2> _ a � " p T - 919.8 - - - _ m°j 4 ag. _ CBOX: © BOX: ` 0 58.5 LF Q 0.40% m 9193 - B CBOX: �j GF 921.8 GF 920.9l� 9'19.fi -, 825' g7y.� - II -y- ' y GF 920.8 - 100 �TF922., TF 921.2 --- I 50 25 0 25 50 -->-- 'I Q' WQ TF 921.1 GF 922.E _ z / GF 921.6 GF 921.0 GF 921.4 I- » D > 9' WO TF 921.91 1 '� n z / I %�F 912.1 PF912.2 9� WO 9' WO TF 921.3 TF 921.7 \ R ®®0 0 ❑ TF 922.3 No / o 912.1 9' WO WO WQ 1 \ 5 / se�'1 $ lae s BF912.9 BF912.3 913.4 /a 5 SCALE IN FEET 900 900 JI sos-(17 II, a,(w iljae's it w II II's 11i 12.o a r (9, D.9) 9,,.8) ; e '16 I � 15 IIs 91 3 1 I /---_ J 910.9) 9ai1 I /�\ BOX: 940 / J ( ) (911.1) (912.7) (9133) iI \\ CBOX: I v 940 26 -j \ J I� _ JI IL J J GF 922.5 I GF 922 5 I .. J L_----� ---_II TF 922.8 I TF 922.8 I I . III 11 WO WQ 5p• MH EX.2 OUTLOT &BF 914.5 BF 914.5 I v ° STA:0+24 1 a.ar saw z t 930 `RlMsza.e ex 930 0 / w EXISTING WM LOCATION MH 1 HYDRANT a eaaw 18) i FROM ALTA. FIELD VERIFY $TA:1+50 MH 2 MH 3 MH 4 6' VALVE _ _ _ _ = 0 a -EXISTING WM LOCA -110N. STA:2+20 STA:3+00 STA:6+70 HBOE=921 6 WETLAND BUFFER s s(913.8) "(e,3a or BLD: 18.1 NO ....... RIM:921.0 IIIA IIIIIIIII L J F R BL .9142 HYDRANT BLD: 14.2 RLID: 12.4 RIM:919.6 s"VALVE PROPOSED GROu BLD: 11.4 JG� �BLD: 12.9 BLD: 117 �HBOE-s,ss 'jL--� ......... ... .. 12"x8"TEE920 zt�IIIII 920 N \ISTING 8"GV 8x6 TEE 5°8"BEND °]5'MIN NG GROUND � Q T-913POND Orawtlow'n-896.0 ❑ CONNECTT-913.fi FS UTILITY '�TE. INCREASEWM IE LD LOCATE TOEXIS I G 1125°&45°8' DEPTH TO AVOID SERVICE ISTI NG I2'WM 1 1 1 ------ - 'S°E"BE S 2.5'8'9ENDS-------------- BENDS T-972.7 --..-_. 22.5 8 BENDCROSSING CONFLICT-- ---- --------- 910 NWL 899.5 910 -- t1.2Y&22 - HWL 903.5 T-916.1 T-915.7 T-91 .8OG PvcsDR3s5°6o e"PVC SDR 26 � 8"PVC SDR 35 8"PVCISDR 35 8'x6 TEE 3740 LF Q OA4%L I.. 1- ----.124.2 LF@044%68.8 LF@0.45% ]6.3 LF@0.45% T 910.7 INTAIN 18' SEPARATION fis IIII.I. IIII g 2291II3BEN g o rnCP Z 900_ z ?- _ 900 IIIIIIIIIIIII1) I I I I I I IILIIIIIILIIILLI.: I V III IIII IIII IIII � '. '. I I I EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT 890 890 LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 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 CITY PROJECT NO. FINAL SANITARY SEWER AN D WATERMAIN FILE NO. EKLO BASE 09 OLS 07/26/16 WATERSHED REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I to's s„R` - DRAWN BY 10 MOM 07/26/16 GRADING REVISIONS SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE F'o 23605-001 IJW 11 OLS 09/12/16 WATERSHED DISTRICT REV. SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w N SATHRE-BERGQUIST, INC. PLAN INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. ^ p CHANHASSEN, ARBOR GLEN 3 CHECKED 8Y 12 OILS 01/25/17 FINAL PLAN SUBMITTAL V 1 n q o .,., 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE UJ`-^L-�.u.�.'IC/c l� m DLS 13 MOM 04/07/17 REVISE SITE PLAN MINNESOTA USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING `� GOLF LAKE CONDOS, LLC 11 DATE 14 OILS 04/21/17 REVISE SITE PN FROM ILLEGITIMATE USE. Daniel Schmidt, P.E. c�F7rs P P�? 04/08/,5 Date: 01-11-17 Lie. No. 26147 -- - - -� -- C.S.A.H NO. 18 (LYMAN BLVD.) I I I I 1 930 920 7- --- 910 O, BERM 900 ,AS GAS GAS GAS 890 -1+00 -=9181 20'S TBAC 916.0 930 - - TT --_--,I ❑o (9 26)(s9zs) j8 Ztt6 j9 ott6 j6 I v 9=1d h 8=1920 jl TZ2:6 jl £'ZZ6 jl - Z'ZZ6 JS LIT 3 j0 0 c. �� 11 a __--- 910 �0 4 900 a \ 5 s 890 jl GF 922.5 _� FGF 29 2.5 1 I TF 922.8 1 I TF 922.8 I 1 wo I BF 914.5 1 so I BF 914.5 9, 7., TC: 919.9 920 11 ;I 10 I TC: 917.11 BUILD BLD: 5.8' (913.8) I I (913.8) 1 TC 911.6 O � z 910 �] F a o 160.4'-15'RCP - -- _� CL.5 @ 0.31 W N N K -- 900 POND #1 4.7' zz12; _- DIA 4." D..d- -896.0 C CBMH 48" N WL 899.5 6.4' 913.5 R-3067 H WL 903.5 D CBMH 48" 1 5.8' M21"AP 890 r r r r111111 II 1111111 1 1 II II r r r r r III 880 r r r r r r r I III I I 11111 II II II r r r r r r r _ _ 1111111111 1 870 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 162.3'-12"RCP CL.5 @ 0.46% M _- 171.5'-15"RCP CL.5 @ 0.34% SMF1 M B 9, 7., TC: 919.9 D Tc sn: BLD 58' \: 48.0" DIA :413.0", TC: 917.11 BUILD BLD: 5.8' 24.5'-12"RCP DIA 4 TC 911.6 CL. 13.42% DIA 2 IA: 480 918.6 a o 160.4'-15'RCP - -- _� CL.5 @ 0.31 W N N K -- 0 a 4.7' zz12; _- DIA 4." zz N N 930 920 910 900 890 0+00 1+00 2+00 3+00 4+00 5+00 6+00 0+00 1+00 2+00 940 0 K B 919.8CBMH LT.D: 64' 4 . " -- TC: 919.9 D Tc sn: BLD 58' --------------TMHE DIA :413.0", BLD 4.0' BLD 4 7 BUILD INV 24.5'-12"RCP DIA 4 TC 911.6 CL. 13.42% DIA 2 IA: 480 918.6 4.0' ri �fi - -- _� BLD 80' lV I -- 48" 0 a 4.7' - _- DIA 4." ----_ ------------- C CBMH 48" 919.8 6.4' 913.5 R-3067 DLS D CBMH 48" 917.1 5.8' M21"AP 22 3 -12"RCP \ / E STMH 48" 911.6 8.0' -.._.. CL 5 @ 0.99 %INSULATE ' - v QL5 @ 0.34% in �n 193.2'-15"RCP--- CL5@0.81% MAINTAIN OIN SEPARATION O M m 2'1' _. --__--__ 45.2'-21"RCP 4.0' 915.9 zzz_ _.._..- _.._..- _.._.. -.._rnu�w._.._.._. 128-.4'-18'RGP___ ___ __- -.CL4@3ASP 917.1 5.1' 'NN R-4342 rnrnrn CL.5@5.83% CBMH48" r --..--. ---------- -----------..--..---..--.. -..-..-- Z Z Z --..--.. m N --..--.. --..-- MM O o ----------- V CB 27" 918.0 4.0' ' 2 ro OO W zZ 5 0+00 1+00 2+00 940 0 K B TC: 901.6 TC: 919.9 BLD: 5.6' BLD: 4.0' DIA :413.0", RIM BUILD INV 24.5'-12"RCP 7 . '-12"RCP 46 LF. OF 15" RCP1 CL. 13.42% cL5@ o.pc% 918.6 4.0' ri �fi Z, zzz lV I CBMH 48" 0 a -1+00 0+00 1+00 920 910 930 900 920 890 910 880 900 870 890 2+00 -1+00 WARNING HIGH PRESSURE PIPELINE Excavation and/or Construction Prohibited Without compliance with State One -Call, AND Without Written Permission From MAGELLAN PIPELINE, L.P. A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINE(S) 3+00 4+00 930 920 910 900 890 B CBMH TC: 919.9 TC: 919.8 BLD: 4.0' BLD: 6.4' RIM BUILD INV 24.5'-12"RCP NOTES CL.5 @ 1.20% CB 2'1' 918.6 4.0' ri �fi Z zzz lV I 930 920 910 900 890 930 920 910 900 890 0+00 1+00 5+00 6+00 940 STRUCTURE NAME TYPE 930 920 910 900 890 0+00 1+00 DRAWING NAME NO. STRUCTURETABLE DATE STRUCTURE NAME TYPE DIAMETER RIM BUILD INV CASTING NOTES A CB 2'1' 918.6 4.0' 914.6 R-3067 tERs SURA B CBMH 48" 918.7 4.7' 914.0 R-3067 C CBMH 48" 919.8 6.4' 913.5 R-3067 DLS D CBMH 48" 917.1 5.8' 911.3 R-4342 E STMH 48" 911.6 8.0' 903.6 R -1642-B p A G CB 2'1' 919.9 4.0' 915.9 R-3067 REVISE SITE PLAN H CBMH 48" 917.1 5.1' 912.0 R-4342 14 I CBMH48" REVISE SITE PLAN 918.0 5.0' 913.0 R-4342 J CB 27" 918.0 4.0' 914.0 R-4342 DRAWING NAME NO. BY DATE REVISIONS F USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS 10 L CITY PROJECT NO. EKLO BASE 09 DLS 07/26/16 WATERSHED REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I tERs SURA - DRAWN BY 10 MDM 07/26/16 GRADING REVISIONS SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THEF'o IJW 11 DLS 09/12/16 WATERSHED DISTRICT REV. SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w N SATHRE-BERGQUIST, INC. CHECKED 8Y 12 DLS 01/25/17 FINAL PLAN SUBMITTAL INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. p A o 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CI --IAN HAS S EN DLS 13 MDM 04/07/17 REVISE SITE PLAN SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING c /� m ,,,, � MINNESOTA DATE 14 DLS 04/21/17 REVISE SITE PLAN FROM ILLEGITIMATE USE. Daniel Schmidt, P.E. 04/08/15 Date: 01-11-17 Lie. No. 26147 FES TABLE Structure Name TYPE SIZE (IN.) INV C.Y. RIP RAP F FES 21 902.0 10 L FES 12 888.0 8 OUTLET STRUCTURE TABLE Structure Name TYPE INV DETAIL K OCS 898.00 SEE STRUCTURE DETAIL NORTH 50 25 0 2II 5 50 100 No 606 ® 11000 SCALE IN FEET FILE NO. FINAL STORM SEWER PLAN 23605-001 ARBOR GLEN 4 GOLF LAKE CONDOS, LLC 11 N z w 0