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STUB SANITARY TO 5' FROM BUILDING IE @ STUB=919.28 COORD. W/MECH'L WETLAND //i CONSTRUCTION LIMITS 7 I I� i O / r TO WITHIN 5' FROM I' BUILDING, COORD. I, W/MECH'L JJ HYD. & GV, - /j TYP. 8" DIP WATERMAIN .� 14 O �/ SA RIM=930.3 IE (SE)=917.46 000 IE (SW)=917.56 �a T7 LF 8" PVC SDR 26 SANITARY SERVICE @ 0.40% X 00 O STUB ANITARY TO 5' FROM ILDING IE @ STU=917.97 COORD. W F,GU6INED DIP WATE . E.R_VICE-AN.D 2 LF 8" PVC SDR 6 ANITARY l E @ 0.40% 8"x8" )1 WE IE=9 7.NYATE ,N 916.67 W/M N �' ` � E ( 7 �/ SAN MH 7 , ( )916.7El S I RY / 1 ' RIM=929.80 I ERVICE 2 00% / ST SANITARY TO 5' / FROM BUILDING IE @ STUB=920.07 COORD. W/MECH' O COMBINED DIP 00 WATER SERVICE AND VALVE, STUB _ TO WITHIN 5' FROM BUILDING, COORD. W/MEC O I I ' 43 LF 8" PVC SDR I 26 SANITARY 9307 SERVICE @ 2.00%� / 5 ' INV.=925.44 r ` ' 931.0/ EXISTING GARAGE r \� EXISTING HOUSE -4" COMBINED DIP WATER SERVICE AND VALVE, STUB TO WITHIN 5' FROM j BUILDING, COO MCKC 26 SAN I JIC 0. O & GV 0- IE (NE)-917.95 I Z__ 6"x8" 00 4"x8" TEE, IE (SW)=918.05 LF6 SJV IT R O / / TYP. I 4" COMBINED DIP -f r E E @ .00 / \ OUTLE I I WATER SERVICE A / RIM=929.73 VALVE, STUB TO INpV.=p9221.g027((NgEE) I STUB SANITARY �IN 5' FROM 7 / 8"x8" SAN WYE N�TI�C I ION LIMITS 1 FROM BUILDING BUILDING, COORD. O `/ /I gf�g91 e8 �� IE @ STU13=917.5�WMECH1 COORD. W/MECH'L / I / 926.83 / PVC-INV-15" / STORMWATER 1 10 E El DETENTION AREA 8" DIP WATERMAIN I / 264 LF 8" PVC SDR 26 SANITARY SERVICE @ 0.40% 925.56 HDPE-INV- 9_ HDPE-INV-15" 1 i 925.71 c� SAN MH 8 HDPETOP � RIM=931.60 ___ - -- IE (NE)=919.11 LI a o-A-----,� --------- ` �(NW)=919.21 -1- - - - - - - - - - I I I I I -I- - I - - I - - 933.2 - 931.4 O r 925' MAKE WET TAP CONNECTION / - 932.26 \ MHST-BURIED 4I TO EXISTING WATER MAIN, COORD. WITH CITY FFE 0- / INSTALL GV, TYP. INV.=926.53(S) I je INV.=926.20(NW) _ I I I V 933.4 933.3 ° '• 33.2 1 EXISTING BUILDING44 ° I 01. / �'° O / 932.70 MHSAN I I - I I ° N� a N � ° J 932.19 MHSAN INV.=J13.491KPER PLAN) � I O O O o9°°6 TRAVIP 8 I GENERAL UTILITY NOTES: C�VH g H SAN MH 10 I � RIM=930.15 I 1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. (711 Q o0 IE (SE)=916.45 Civil Engineering' Surveying' Landscape Architecture IE (N)=916.55 II 2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF 4931 W. 35th Street, Suite 200 EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO St. Louis Park, MN 55416 I� CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE I� ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. civilsitegroup.com 612 615 0060 - - - - - - 3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. 168 LF 8" PVC SDR i- I CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) \ 26 SANITARY I FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE SERVICE @ 0.40% I CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 8" DIP WATERMAIN- I 4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER AND STORM SEWER li INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), AND SHALL CONFORM WITH THE 00 �� SAN MH 3 ( REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS. O RIM 931.25 5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND IE ( E)=915.68 IE ( W)=915.781� RE -USED OR PLACED AT THE DIRECTION OF THE OWNER. 7 F SDR IE ( )=915.78 I 6 SAN Rol 114 LF 8" PVC SDR 6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA 26 SANITARY VICE p0 0 /o C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE / I� 1� SERVICE @ 0.40% NOTED. II 7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) MAKE WET TAP I ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866) I� TO EXISTING W1 UNLESS OTHERWISE NOTED. COORD. WITH CI --7I7M-AT==8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED. V 9 LENGTHSPIPE FROM TER OF J SUPPER STRUCTURE OR TO END OF FLARED END SECTION. j ■❑ m IN > -Infl-w'"11> 114 H TH S T 10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5 OF THE BUILDINGIt IE (NE)=916.10 FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR CV THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH Z � IE (W)=916.20 I - ARCHITECTURAL AND MECHANICAL PLANS. W LO I� RIM=931.50 11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED z IE (S)=915.12 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 Q 4"x8"TE E () -915.22 IE NWFEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT TY 167 LF 8" PVC SDR I� REFLECT SUMPED ELEVATIONS. U) I,L z 26 SANITARY 69 LF 8" PVC SDR SERVICE @ 2.00% 26 SANITARY 12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF z Q � /1 SERVICE @ 0.40% CURB UNLESS OTHERWISE NOTED. z LU 13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE Q > _ SAN MH 1 WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL. Q �• M RIM=931.55 O Z Q IE (S)=914.74 14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, W - IE (N)=914.84 UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO O Q z MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR = STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL. Q> 15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF ♦♦ ^^00 j HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS V O OTHERWISE NOTED. O S B SANITARY TO 5' 16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE ♦ ^ FIR 4B1DCMMRINED DIP WATE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO V SffEMV08.&WD VA UB 1 CONSTRUCTION. RIDOWWTE!'41i5! FIR ! - - - - - 17. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE -DRILLED. BUILDING, COOR /MECH'L 931.17 \RIM=930.50 MHSTM --- CBTC HSTM ---- INV.=927.30(W) INV.=926.95(E) INV.=912.64 INV.=926.88(S) INV.=926.83(N) CITY OF HUGO UTILITY NOTES: 1. RESERVED FOR CITY SPECIFIC UTILITY NOTES. ITHE CONSTRUCTION 18. 19. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH MECHANICAL DRAWINGS. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION U O I LIMITS OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF. s 20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE I HEREBY CERTIFY THAT THIS PLAN, REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL SPECIFICATION, OR REPORT WAS BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE PREPARED BY ME OR UNDER MY DIRECT 1 CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE MINNESOTA. 272 LF 8" PVC SDR LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS 26 SANITARY NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL Z& SERVICE @ 0.40% TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. Ma hew R. Pavek 21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO DATE 02.21.2020 LICENSE NO. 44263 MAKE CONNECTION TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION EXISTING SANITARY PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC 02.21.2020 AMENDMENT TOPUD MANHOLE LOADING. 04.17.2020 CITY RE -SUBMITTAL 932.5 932.5 - - ��S - (FIELD VERIFY) - --PRWtI€ (N)=913.65 22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES. ICTION LIMITS < Ni S T� DINATE WITH CIT`23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION L - * OF UTILITIES. � I --------)- ` INV.-913.55 -- T5- - 24. CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON _ COMPLETION OF WORK. 25. ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, EXISTING I I CATCHBASINS, OR OTHER STRUCTURES. BUILDING I _ 26. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN DRAWN BY: KT, ND, JD REVIEWED BY: PS PROJECT NUMBER: 19296 ACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0. I UTILITY LEGEND: CATCH BASIN MANHOLE ►/ GATE VALVE AND VALVE BOX PROPOSED FIRE HYDRANT - I WATER MAIN H- SANITARY SEWER ->> STORM SEWER FES AND RIP RAP Know what's below. Call before you dig. Ag�l 1 " = 40'-0" 20'-0" 0 40'-04/17/202014:09:24 REVISION SUMMARY DATE DESCRIPTION SOUTH UTILITY PLAN - WATER & SANITARY SEWER C400 QC COPYRIGHT CIVIL SITE GROUP INC.