Laserfiche WebLink
1 i <br />409.5 / j <br />x 909.3,/ \ \ \ \•�- <br />J / \ <br />/1 912.1 <br />01 <br />OOP40, <br />/ <br />01 <br />/DAA1 �/ T / <br />/f p6ux_IZER PIPE <br />1-9,03.00 ' <br />/ <br />/ j / <br />/ <br />MHSAN <br />913.19 <br />/ <br />, <br />/ <br />/ <br />/ <br />/ <br />/ <br />10' MAINTENANCE BENCH <br />Im <br />L <br />Y <br />m <br />227 LF 15" HDPE <br />STORM @ 0.41 % <br />IA I <br />/ <br />I' <br />WETLAND <br />I <br />CONSTRUCTION LIMITS I i <br />CBMH 34 <br />18 LF 15" HDPE /, RIM=930.67 <br />STORM @ 1.00% IE=926.23 <br />WETLAND <br />CBMH 20 <br />DROPPED <br />STRUCTURE / <br />RIM=929.24 / <br />IE(E)=918.34 / <br />I E(W)=903.00 / <br />I/ <br />CB 31A <br />RIM=929.12 <br />I E=924.14 / <br />FES 1 <br />IE=919.37 <br />/ O <br />O <br />\. r. <br />// <br />916.5 <br />\ \ sH <br />916.0 L/ <br />921.0 <br />\ \ O <br />WETLAND <br />11 <br />III / BMH 23 <br />M=926.52 <br />I (S)=922.91 <br />E4'N/E)=923.11 <br />CONSTRUCTION LIMITS <br />WETLAND ° <br />581 LF 30" RCP <br />STORM @ 0.00% <br />/ 1 <br />98 LF 24" HDPE <br />/ STORM @ 1.00% <br />f ° <br />I <br />so <br />7 <br />z! a <br />X z <br />O of <br />-LU <br />a Q <br />Q � <br />2 • <br />UTILITY LEGEND: <br />CATCH BASIN <br />MANHOLE <br />►t <br />GATE VALVE AND VALVE BOX <br />PROPOSED FIRE HYDRANT <br />I <br />WATER MAIN <br />SANITARY SEWER <br />>> <br />STORM SEWER <br />or <br />FES AND RIP RAP <br />♦♦� <br />- <br />CONSTRUCTION <br />CB 24 LIMITS <br />RIM=926.46 <br />IE=923.39 <br />I <br />28 LF 15" HDPE <br />STORM @ 1.00% <br />243 LF 18" HDPE <br />�I <br />I <br />STORM @ 1.00% <br />I <br />I <br />I <br />I <br />CBMH 21 <br />I <br />4 TH <br />RIM=928.92 <br />I E(W)=919.32 <br />I <br />I E(S/E)=919.52 <br />ID <br />I <br />76 LF 21" HDPE <br />STORM @ 1.00% <br />. n \- <br />27 LF 12" HDPE <br />STORM @ 2.00% <br />1 \ CBMH 16A <br />\\` RIM=929.07 <br />IE=921.42 <br />\ ` \ CBMH 22 <br />RIM=929.11 <br />IE (W)=920.28 <br />IE (N/S)=920.48 <br />IE (E)=920.88 <br />CBMH 40 <br />MH 31 RIM=929.55 <br />RIM=930.20 IE 924.73 <br />IE(N)=921.90 <br />O IE(S)=922.10 CBMH 41 <br />IE(E)=922.30 RIM=930.64 <br />IE (W)=922.50 IE(N)=926.17 <br />IE(S)=926.37 <br />00 <br />121 LF 15" HDPE <br />144 LF 12" HDPE \ STORM @ 2.00% <br />STORM @ 1.00% <br />72 LF 15" HDPE <br />STORM @ 2.00% <br />222 LF 18" HDPE <br />STORM @ 1.00% ./�;%%R \ '// \^ 0 ■ ■ <br />213 LF 18" HDPE <br />• \}. STORM @ 1.00% <br />a <br />77 LF 15" HDPE <br />STORM @ 2.00% <br />27 LF 15" HDPE <br />STORM @ 2.00% <br />CBMH 25 <br />RIM=931.02 <br />IE (NW/SE)=922.61 <br />IE (W/E)=923.01 <br />CB 25A <br />RIM=931.02 <br />IE=923.55 <br />CA <br />180 A 18" HDPE <br />ST04 @ 1.00% <br />I <br />I <br />1 <br />GENERAL UTILITY NOTES: <br />1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. <br />2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF <br />EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO <br />CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE <br />ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. <br />3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. <br />CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) <br />FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE <br />CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE <br />DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. <br />4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF <br />"STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE <br />INSTALLATION" AND "SANITARY SEWER AND STORM SEWER <br />INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION <br />OF MINNESOTA (CEAM), AND SHALL CONFORM WITH THE <br />REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS. <br />5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND <br />RE -USED OR PLACED AT THE DIRECTION OF THE OWNER. <br />6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA <br />C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE <br />NOTED. <br />7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) <br />ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866) <br />UNLESS OTHERWISE NOTED. <br />8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH <br />ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED. <br />9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF <br />STRUCTURE OR TO END OF FLARED END SECTION. <br />10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN S OF THE BUILDING <br />FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR <br />THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH <br />ARCHITECTURAL AND MECHANICAL PLANS. <br />11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED <br />0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 <br />FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT <br />REFLECT SUMPED ELEVATIONS. <br />12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF <br />CURB UNLESS OTHERWISE NOTED. <br />13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE <br />WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL. <br />14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, <br />UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO <br />MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR <br />STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL. <br />15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF <br />HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS <br />OTHERWISE NOTED. <br />16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE <br />WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO <br />CONSTRUCTION. <br />17. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE -DRILLED. <br />18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH <br />THE MECHANICAL DRAWINGS. <br />19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION <br />OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF. <br />20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE <br />REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL <br />BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE <br />CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS <br />OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL <br />DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE <br />LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS <br />NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL <br />TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT <br />APPROVAL BY THE CITY. <br />21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO <br />PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL <br />OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO <br />PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC <br />LOADING. <br />22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY <br />COMPANIES. <br />23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION <br />SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF <br />IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION <br />OF UTILITIES. <br />24. CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT <br />CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON <br />COMPLETION OF WORK. <br />25. ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE <br />GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS <br />MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, <br />CATCHBASINS, OR OTHER STRUCTURES. <br />26. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 <br />FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN <br />ACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0. <br />0 0 <br />Know what's b@IOW. <br />Call before you dig. <br />A(!N <br />1 " = 40'-0" <br />20'-0" 0 40'-0" <br />4/17/2020 14:09:48 <br />(C�OVHO <br />�H H <br />(r,Tj m 00 \ <br />Civil Engineering • Surveying • Landscape Architecture <br />4931 W. 35th Street, Suite 200 <br />St. Louis Park, MN 55416 <br />civilsitegroup.com 612-615-0060 <br />U <br />W <br />O <br />V <br />J <br />J <br />N <br />Z A <br />W u7 <br />2 2 <br />F- <br />Z <br />Q � <br />a. LLi <br />Q � <br />Z Q <br />W Z <br />♦Q � <br />V 00 <br />O <br />O <br />0 <br />0 <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE STATE OF <br />MINNESOTA. <br />- MaTthew R. Pavek <br />DATE 02.21.2020 LICENSE NO. 44263 <br />ISSUE/SUBMITTAL SUMMARY <br />DRAWN BY: KT, ND, JD REVIEWED BY: PS <br />PROJECT NUMBER: 19296 <br />REVISION SUMMARY <br />DATE DESCRIPTION <br />CENTRAL UTILITY I <br />PLAN -STORM <br />SEWER <br />C404 <br />COPYRIGHT CIVIL SITE GROUP INC. <br />