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x 909.3 x 909.4 / OF 01 .0" lop i do or s / lop i �/ / //' \ T lie ol' 10 MAINTENANCE BENCH 913.19 c / M.SAN r / / / / / / m IN WETLAND / \ Y / HYD. & GV, TYP. CONSTRUCTION LIMITS r / r � T WETLAND ° STUB SANITARY TO 5' / f FROM BUILDING / IE @ STUB=918.49 COORD. W/MECH'L STUB SANITARY TO 5' FROM BUILDING IE @ STUB=919.28 COORD. W/MECH'L WETLAND i CONSTRUCTION LIMITS I i 23 LF 8" PVC SCR / 26 SANITARY �r / SAN MH 13 SERVICE @ 2.00% RIM=929.00 / IE (E)=917.93 IE (SW)=918.03 IE (N)=918.03 31 LF 8" PVC SDR / 26 SANITARY / SERV U_MjD / OD STUB SANITARY TO 5' FROM BUILDING IE @ STUB=918.65 COORD. W/MECH'L 4" COMBINED DIP WATER SERVICE AND VALVE, STUB TO WITHIN 5' FROM BUILDING, COORD. W/MECH'L'/ l HYD. & GV, - / TYP. 8" DIP WATERMAIN - / O Ci S SA / O / r O / RIM=930. / IE (SE)=917.46� IE (SW)=917.56 '7)7 LF 8" PVC SDR 26 SANITARY SERVICE @ 0.40% A-- r,nnnDIKICn nio - 8"x8" TEE ■❑ 4" COMBINED DIP WATER SERVICE AND VALVE, TUI TO WITHIN BUILDING, W/MECH'L M-111% a i"al now 0 929.00 E 1)=917.51 EL )=917.61 108 LF 8" 26 SAN IJ R O. UTILITY LEGEND: GENERAL UTILITY NOTES: CATCH BASIN 1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. - I MANHOLE 2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO ►/ GATE VALVE AND VALVE BOX CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. - PROPOSED FIRE HYDRANT 3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. I WATER MAIN CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) SANITARY SEWER FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE STORM SEWER DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. >> 4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF o p i FES AND RIP RAP "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE _ Q I INSTALLATION" AND "SANITARY SEWER AND STORM SEWER o INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION LU J OF MINNESOTA (CEAM), AND SHALL CONFORM WITH THE Q z REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS. X o Cf 5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND a w -a I RE -USED OR PLACED AT THE DIRECTION OF THE OWNER. Q I �' 6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE \ - I 8" DIP WATERMAIN 7 NOTED. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE PVC STUB ANITARY TO 5' FROM ILDING IE @ STU=917.97 COORD. W F,G66INED DIP WA I 26. -- - 2 LF 8" PVC SDR ANITARY \ E @ 0.40% 8"x8" A QRrE I E=9 7 VAT. 26 SAN RVIC �O ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866) ) I � � I UNLESS OTHERWISE NOTED. 14 7 TH ( 8 ASTMALL TORM D3212 SPEC FITTINGS PIPE SHALL BE HDPE ASTM ITTINGS UNLESS OTHERWISE7NOTED. WITH - - - - 9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION. - - - - - - - - - - - - I 10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN S OF THE BUILDING 8"x8" TEE, FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR TYP. ` - - - - - - - - - - - - - - - - - - THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH CONSTRUCTION I I ARCHITECTURAL AND MECHANICAL PLANS. LIMITS I I 11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS. 1 12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. 13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL. I I 14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO i MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL. 15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED. 1 16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE - - - - L - WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION. 17. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE -DRILLED. 14 TH A VEN 18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH I THE MECHANICAL DRAWINGS. 1 19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION �O I OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF. SAN MH 11 �C I -- -r- 20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE RIM=928.95 A\ I REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL IE (S)=916.98 �. ` I BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE IE (W)=917.08 I CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT 107 LF 8" PVC SDR I APPROVAL BY THE CITY. 26 SANITARY 1 21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO SERVICE @ 0.40% I PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL 1 OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO 9003 PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC A 931.68 LOADING. SAN MH 10 I TRAVIP RIM=930.15 I I 22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY � IE (SE)=916.45 I COMPANIES. IE (N)=916.55 I 23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION - - - OF UTILITIES. 168 LF 8" PVC SDR I- I 24. CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT \ 26 SANITARY I I CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON SERVICE @ 0.40% II COMPLETION OF WORK. 1 25. ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE \ 8" DIP WATEF MAIN 11 GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS II MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, 1 CATCHBASINS, OR OTHER STRUCTURES. 26. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 �O FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN RIM931.25 MH 3 II ACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0. O R YD. & ■■ �. IE ( E)=915.6811 SDR IE ( W)=915.7811 %N R IE ( )=915.78 1 114 LF 8" PVC SDR @ 0 % 11 26 SANITARY 11 SERVICE @ 0.40% \� 1I MAKE WE - TO EXISTI 11 COORD. �P `� � IQS7'ACCG O 1 �� 0 o N Know what's b@IOW. 1" = 40'-0" Call before you dig. 20'-0" 0 40'-0" 4/17/2020 14:09:30 (C�OVHO 0 (r,Tj m 00 M Civil Engineering • Surveying • Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 U W O V J J N Z A Wz z Q � a. LLi Q � ZQ W z ♦Q � V 00 O O 0 0 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. - MaTthew R. Pavek DATE 02.21.2020 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: KT, ND, JD REVIEWED BY: PS PROJECT NUMBER: 19296 REVISION SUMMARY DATE DESCRIPTION CENTRAL UTILITY PLAN - WATER & SANITARY SEWER C401 QC COPYRIGHT CIVIL SITE GROUP INC.