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4.a 12 Scandia C7 Utility Plan27 i 0 :_ fuU V) i N 00 N In ;_ I U O 0 i L U) 'i 5 - CL 0 d - Ln r, 1-40 N TCI State Highway No. 97 d Scandia Trail North FES E W/RIPRAP -c,-INV-102715 `1 I TEL ML TEL TEL ALL a TEL TEL TEL- *'TR 5"TR • s"TR • 4"TR TR �Ak"TR �Ak"TR x TR „I" �rx x x x x�x x x x x INV -1029.06 II 17 I INV -1029.67 6"TR 10 � LANDSCAPE 1 2 � 11 •2"T • 4"TR • 4 TR 132"TR 132"TR INV -1031.05 INV=1031.52 TEl T& Ta TEL TEL 393' 18" HDPE @ 0.44% TEL �- x x _ x - OCS RIM=1032.30 INV=1029.38 79'- 6" PVC PERFORATED DRAINTILE INV=1029.38 FPS W/RIP RAP D 35' 18" HDPE @ 0.25 15" NYLOPL RIM -1037.5 INV -1032.9e) UU IL I IVI L �_ U.UIAQ 15" NYLOPLAST CB RIM -1037.5 I NV -1032.96 88' 15" HDPE @ 0.32% 15" NYLOPLAST INLET RIM -1037.5 INV -1032.75 64' 12" HDPE @ 0.44% v oIII I I 138' T6" DRAIN YTR 10"TRs'TR �ILE @ 1.0%- 15 NYLOPLAST CB RIM -1037.5 + STMH RIM -1036.62 INV -1033.04 INZ028.82 12'PVC« << /g / 6"TR 6"TR UTILITY NOTES L' BACKGROUND INFORMATION IS BASED ON A FIELD SURVEY BY LOUCKS ASSOCIATES. 2. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED < 0�6 < � MH 1036.40 STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF INV_1032.20 1 J r )0�5� 6 4. J,lp"TR 132"TR 132"TR INV -1031.05 INV=1031.52 TEl T& Ta TEL TEL 393' 18" HDPE @ 0.44% TEL �- x x _ x - OCS RIM=1032.30 INV=1029.38 79'- 6" PVC PERFORATED DRAINTILE INV=1029.38 FPS W/RIP RAP D 35' 18" HDPE @ 0.25 15" NYLOPL RIM -1037.5 INV -1032.9e) UU IL I IVI L �_ U.UIAQ 15" NYLOPLAST CB RIM -1037.5 I NV -1032.96 88' 15" HDPE @ 0.32% 15" NYLOPLAST INLET RIM -1037.5 INV -1032.75 64' 12" HDPE @ 0.44% v oIII I I 138' T6" DRAIN YTR 10"TRs'TR �ILE @ 1.0%- 15 NYLOPLAST CB RIM -1037.5 + STMH RIM -1036.62 INV -1033.04 INZ028.82 12'PVC« << /g / 6"TR 6"TR UTILITY NOTES 1. BACKGROUND INFORMATION IS BASED ON A FIELD SURVEY BY LOUCKS ASSOCIATES. 2. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS, THE CITY AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. HDPE PIPE CONNECTIONS INTO ALL CONCRETE STRUCTURES SHALL BE MADE WITH WATER TIGHT MATERIALS, UTILIZING AN A-LOK OR WATERSTOP GASKET OR BOOT, CAST -IN-PLACE RUBBER BOOT, OR APPROVED EQUAL. WHERE THE ALIGNMENT PRECLUDES THE USE OF THE ABOVE APPROVED WATERTIGHT METHODS, CONSEAL 231 WATERSTOP SEALANT, OR APPROVED EQUAL WILL ONLY BE ALLOWED AS APPROVED BY THE ENGINEER. ALL SANITARY SEWER MAIN LINE SHALL BE SDR 35. ALL SANITARY SEWER SERVICES SHALL BE SDR 26. 3. SEE SHEETS C8 AND THE CONTRACT SPECIFICATIONS FOR SPECIFIC UTILITY DETAILS AND uEL UTILITY SERVICE DETAILS. - _ 4. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL PER THE REQUIREMENTS OF THE CITY. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION. 5. THE CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION OR UNDERGROUND WORK. 6. ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE TO THE PROPOSED GRADES WHERE DISTURBED AND COMPLY WITH ALL REQUIREMENTS OF THE UTILITY OWNERS. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 7. PROPOSED PIPE MATERIALS: 7.1. STIORM SEWER HDPE 12" - 24" DIAMETER. 8. STORM SEWER PIPE SHALL MEET OF EXCEED AASHTO M294 MINIMUM PIPE STIFFNESS PER ASTM D2412 60PS1 FOR 8"-18". 9. PROPOSED GAS, TELEPHONE & ELECTRIC SERVICES ARE APPROXIMATE LOCATIONS ONLY. COORDINATE EACH SERVICE WITH THE UTILITY OWNER AND GENERAL CONTRACTOR. IF ANY PROPOSED SERVICE LOCATION VARY SIGNIFICANTLY OR CONFLICT, THE ENGINEER MUST BE NOTIFIED PRIOR TO THE INSTALLATION OF THE SERVICE. 10. THE REMOVAL OF EXISTING SERVICES WITHIN THE CONSTRUCTION LIMITS SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR AND UTILITY OWNER. ADDITIONAL SERVICES MAY EXIST. 11. ALL WATER SERVICES MUST BE INSTALLED AT A 7.5 -FT BURY DEPTH. 11.1. INSULATE ALL CROSSINGS INVOLVING WATER AND SEWER. UTILITY NOTES 1. PVC SANITARY SEWERS MUST MEET ONE OF THE FOLLOWING ASTM STANDARDS: D3034, F789, D2665, OR F891. ASTM D2241 PIPE MAY BE USED FOR SEWERS 6 -INCH AND LARGER. THE INSTALLATION MUST COMPLY WITH ASTM D2321, WHICH REQUIRES INSTALLATION BY OPEN TRENCH ON A CONTINUOUS GRANULAR BED (SEE CURRENT MINNESOTA RULES, PART 4714). 2. RCP STORM SEWERS MUST COMPLY WITH ASTM C76 (SEE CURRENT MINNESOTA RULES, PART 4714). 3. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH CURRENT MINNESOTA RULES, PART 4714: 3.1. PIPES 4 -INCH TO 10 -INCH IN SIZE MUST COMPLY WITH AASHTO M252. 3.2. PIPES 12 -INCH TO 60 -INCH IN SIZE MUST COMPLY WITH ASTM F2306. 3.3. ALL FITTINGS MUST COMPLY WITH ASTM D3212. 3.4. WATER -TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. INLET 4. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE CURRENT MINNESOTA RULES, PART 4714). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 5. WATER SERVICE LINES MUST BE INSTALLED AT LEAST 10 -FEET HORIZONTALLY FROM ANY MANHOLE, CATCHBASIN, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (SEE CURRENT MINNESOTA RULES, PART 4714). 6. THE BOTTOM OF WATER SERVICE PIPES LOCATED WITHIN 10 -FEET OF THE SEWER CROSSING MUST BE AT LEAST 12 -INCHES ABOVE THE TOP OF THE SEWER. WHEN THIS IS NOT FEASIBLE, THE SEWER PIPE MUST BE CONSTRUCTED OF MATERIALS LISTED IN CURRENT MINNESOTA RULES, PART 4714. THE WATER SERVICE SHOULD NOT CONTAIN ANY JOINTS OR CONNECTIONS WITHIN 10 -FEET OF A CROSSING. 7. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 -FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH CURRENT MINNESOTA RULES, PART 4714. MARTIN PE VZNER ENGINEERING 8o3o Old Cedar Ave. S Bloomington, MSI 55425 Voice: 952"854-1876 Fax: 952-854-1948 I IC�A KRECH, O'BRIEN, MUELLER & ASSOCIATES,INC Architecture Structural Engineering Interior Desig 6115 Cahill Avenue Inver Grove Height Minnesota 55076 651.451.4605 fax 651.451.091 komainc@komainc.com .. LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. I hereby certify that this plan, specification or report was prepared by me or under my rdire on and that I am a duly Licen es OlEn r under the lawsAID.kw A ' 41352 Date 6/19/17 CITY SUBMITTAL 24'TR oa.v / 0 87.7 Y - r Y Y� y V so'rR 134' 12" HDPE @ 0.44% J f 0 15" NYLOPLAST CB C RIM -1036.7 +I NV -1033.63 173' 12" HDPE @ 0.44 (, + Z ------- - Q ccz o J CL Z �. o W�0 -N- 0 40 80 J Ln UJ %7%= SCALE IN FEET J ~ M ZLn _ V� v CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 WARNING THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. PROJECT: 16174 DRAWN BY: GAJ CHECKED BY: VJV DATE: 6/20/2017 REVISIONS: 6/19/17 Bid Pack 1 6/20/17 City Submittal UTILITY PLAN C7