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15RDM01-2016-Academy Utility Plan

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Kevin Stober
Kevin Stober

This document contains notes and details related to utility work for a proposed development project. It includes notes on sanitary sewer lines and manholes, water lines of various sizes, gas and electrical utilities, and callouts for specific items needed like water meters and backflow preventers. Plan views show the proposed utility layout with manholes, lines, and connections labeled. Profile views graphically depict elevations and slopes of sanitary sewer lines. The contractor is responsible for verifying existing utilities, complying with all specifications, and coordinating work with the relevant utility authorities and companies.

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ONLYONLY ONLY ONLYONLY ONLYONLY ONLY ONLY ONLY ONLY ONLY ONLY TPED CO COCO CO CO CO CO CO CO CO CO CO CO CO CO CO SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE LEEMANFERRYRD.SW. SERVICEROAD RIGHT-OF-WAY DEEDBOOK197PAGE572 DEED BOOK 322 PAGE 425 DEED BOOK 197 PAGE 572 RIGHT-OF-WAY DRAKE AVE. Sign T U.S.231-MEMORIALPARKWAY PROPOSED FINISH FLOOR 597.20 PROPOSED FINISH FLOOR 597.20 6" 1-1/2" 2" 8" 1-1/2" G G VAN VAN VAN VAN YIELD YIELD YIELD YIELD CCCC CCCC SANITARY SEWER MANHOLE 75 LF-10" RD T 6" 8" 8" 8" SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE AL.HWY53 CL CL STATEROW STATEROW 0+00 0+50 1+00 1+50 2+00 2+50 570 580 590 600 620 610 570 580 590 600 620 610 STATION-0+00.00(EXISTINGM.H.) 596.00 595.94 594.98 594.96 595.43 586.57 586.64 586.71 586.87 587.02 8"WATER GASLINE 6"WATER 3"WATER RIMEL=597.25(ADJUSTRIMEL.) 0+00 0+50 1+00 570 580 590 600 620 610 STATION-0+00.00MANHOLE595.50 595.66 588.33 589.90 1-1/2"WATER 8"WATER MANHOLE RIMEL=595.40 INVIN=590.00(6"N) INVIN=590.00(6"SE) INVOUT=589.90 RIMEL=595.00 STATION-0+50.00 RIMEL=594.70 INVIN=587.12 INVOUT=587.04 RIMEL=595.00 INVIN=586.98 INVOUT=586.90 STATION-2+16.69-MANHOLE STATION-1+72.21-MANHOLE RIMEL=594.80 INVIN=586.82 INVIN=588.00(6"LATERAL) INVOUT=586.74 STATION-1+18.30-MANHOLE INVIN=586.57 INVOUT=586.47 50.00LF 8IN of D.I.P.at 2.0%44.48LF 18IN of D.I.P.at 0.14% 53.91LF 18IN of D.I.P.at 0.14% 118.30LF 18IN of D.I.P.at 0.14% 18" RCP INVIN=588.33(NEXISTING) INVIN=588.90 INVOUT=588.33(S)(EEXISTING) EXISTING PYLON SIGN LOCATION 0 40 80 120 X:2015Projects15rdm01-AcademySports_Huntsville,ALEngineeringConstructionDocuments15RDM01-2016-08-22REV5.DWGSep29,2016-9:39am PRINTED:9/29/2016@9:39AM CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF SLOPED PAVING, EXIT PORCHES, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. NOTES: 1. REFER TO ARCHITECT PLAN FOR ALL OUTSIDE LIGHTING ELECTRICAL. 2. ALL WORK WITHIN COUNTY AND CITY ROW's SHALL BE IN ACCORDANCE WITH ALABAMA DEPARTMENT OF TRANSPORTATION. NOTE: CONTRACTOR SHALL COORDINATE ALL PROPOSED ON-SITE CONDUIT ROUTING FOR TELEPHONE, POWER AND CABLE TV SERVICE WITH THE UTILITY COMPANIES. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ANY APPURTENANCES THAT ARE REQUIRED. R Know what's below Call before you dig 19. REFER TO BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAN. 20. PIV LOCATED IN BUILDING RISER ROOM WITH ACCESS ON OUTSIDE WALL. UTILITY NOTES 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 3. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: -6" SHALL BE DUCTILE IRON PIPE MINIMUM PRESSURE CLASS 350 (INSIDE EASEMENT) -4" SHALL BE DUCTILE IRON PIPE MINIMUM PRESSURE CLASS 350. (INSIDE EASEMENT) ALL LATERALS OUTSIDE EASEMENT OR R.O.W. MAY BE PVC. 5. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 6. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AS CALLED OUT IN SPECIFICATIONS. 7. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 8. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 4'-0" COVER ON ALL WATERLINES. 9. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 10. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. BY THIRD PARTY INSPECTOR HIRED BY OWNER. 11. TOPS OF EXISTING MANHOLES SHALL BE RAISED OR LOWERED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS WITH WATER TIGHT LIDS. 12. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 13. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 14. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 15. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 16. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 17. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. THIS AND THE FINAL CONNECTIONS OF THE SERVICE SHALL BE COMPLETED 30 DAYS PRIOR TO STORE POSSESSION. 18. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 4. WATER LINES SHALL BE AS FOLLOWS: -3" AND GRATER MAINS SHALL BE DUCTILE IRON PIPE PER HUNTSVILLE UTILITIES STANDARD SPECIFICATIONS -SMALLER THAN 3" SHALL BE COPPER PIPE PER HUNTSVILLE UTILITIES STANDARD SPECIFICATIONS. 8. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3'-0" COVER ON ALL SANITARY SEWER LINES. A B WATER MAIN TAP BY WATER COMPANY. FDC AND CHECK VALVE REQ'D. C 2" WATER METER FOR IRRIGATION PER WATER COMPANY SPECIFICATIONS REQ'D. BY HUNTSVILLE UTILITIES D E F CORPORATE STOP BY HUNTSVILLE UTILITIES. G H THRUST BLOCK REQ'D PER WATER COMPANY SPECIFICATIONS, TYPICAL. I RELOCATE EXISTING FIRE HYDRANT J K 1" PVC CONDUIT WITH PULL STRINGS FOR TAMPER SWITCH FOR FIRE LINE REQ'D. P CLEANOUT REQ'D. OMIT V 2-5" PVC UNDERGROUND CONDUIT WITH PULL ROPES FOR UNDERGROUND ELECTRICAL PRIMARY LINES REQ'D. CONTRACTOR SHALL COORDINATE WITH THE ELECTRIC COMPANY FOR ALL REQUIREMENTS AND SPECIFICATIONS. 2" WATER METER AND 2" REDUCED PRESSURE TYPE RPZ BACKFLOW PREVENTER PER WATER COMPANY SPECIFICATIONS REQ'D. BY HUNTSVILLE UTILITIES 6" PVC SANITARY SEWER LATERAL @ 1.0% MINIMUM GRADE REQ'D. ALL LATERAL CONNECTIONS MADE AT MANHOLES SHALL BE MADE WITH THE INVERT OF THE LATERAL CONNECTION EQUAL TO THE CROWN OF THE EXISTING (DOWNSTREAM) SEWER MAIN LINE. 8" DOUBLE DETECTOR CHECK IN ONE VAULT. Y GAS METER AND SERVICE LINE BY GAS COMPANY. CONTRACTOR SHALL PROVIDE BOLLARD PROTECTION AS REQ'D BY GAS COMPANY. A A C E F G H H APROX 85' NORTH OF SITE H L 8" DIP WATER LINE L L M 3" DIP WATER LINE N 2" COPPER WATER LINE O 1 1/2" COPPER WATER LINE M N O P P J Q SANITARY MANHOLE (REPLACE EXISTING MANHOLE) REQ'D. Q P R R SANITARY MANHOLE REQ'D. S SANITARY MANHOLE REQ'D. PLAN STA.=1+18.30 SEE SANITARY SEWER LINE "A" PROFILE FOR DETAIL S T OMIT V V W SANITARY MANHOLE REQ'D. PLAN STA.=0+00 SEE SANITARY SEWER LINE "B" PROFILE FOR DETAIL ADJUST TOP FINISHED EL.=595.00 (CONSTRUCT ECCENTRIC MANHOLE LID) W X X SANITARY MANHOLE REQ'D. PLAN STA.=0+50.00 SEE SANITARY SEWER LINE "B" PROFILE FOR DETAIL Y Y Z 18" DIP SANITARY SEWER LINE - SEE SANITARY SEWER LINE "A" PROFILE Z 15' 15' 10' NOTE: CONTRACTOR SHALL COORDINATE WITH CITY OF HUNTSVILLE FOR MAINTAINING THE EXISTING SEWER LINE OPEN BY PUMPING ON SITE WHILE CONSTRUCTION OF NEW SEWER LINE FOR PROJECT TILL RECONNECTION TO EXISTING LINE. O PROFESSIONAL No. 17679 E N G I N EER D E RETSI G E R QRS U SANITARY MANHOLE (EXISTING) PLAN STA.=0+00 SEE SANITARY SEWER LINE "A" PROFILE FOR DETAIL U P INV. 591.00 INV. 591.00 INV. 589.00 H APROX 74' NORTH OF SITE X W aa aa 18" DIP SANITARY SEWER LINE - SEE SANITARY SEWER LINE "B" PROFILE K bb bb EXISTING SANITARY SEWER MANHOLE - RAISE TOP 593.50 EL. cc EXISTING SANITARY SEWER MANHOLE - RAISE TOP 595.20 EL. dd EXISTING SANITARY SEWER MANHOLE - RAISE TOP 595.66 EL. cc dd G M L U K K PIV LOCATION PIV LOCATION ee FIRE SUPPRESSION SYSTEM PIPING ENTRY REQ'D. - SEE DETAIL ee ee ff BORE LEEMAN FERRY RD. REQUIRED. ff 2 WAY REQUIRED B D gg 2" to 3" EXPANSION REQUIRED. gg D hh POLE MOUNTED TRANSFORMER REQUIRED. 5 5 5 NOTE: WORK BY CITY NOTE: WORK BY CITY 6#RFI4RELOCATELIGHTPOLE 7 7REVISEDSERVICEROADACCESSDRIVESPERALDOTCOMMENTS9-09-16

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15RDM01-2016-Academy Utility Plan

  • 1. ONLYONLY ONLY ONLYONLY ONLYONLY ONLY ONLY ONLY ONLY ONLY ONLY TPED CO COCO CO CO CO CO CO CO CO CO CO CO CO CO CO SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE LEEMANFERRYRD.SW. SERVICEROAD RIGHT-OF-WAY DEEDBOOK197PAGE572 DEED BOOK 322 PAGE 425 DEED BOOK 197 PAGE 572 RIGHT-OF-WAY DRAKE AVE. Sign T U.S.231-MEMORIALPARKWAY PROPOSED FINISH FLOOR 597.20 PROPOSED FINISH FLOOR 597.20 6" 1-1/2" 2" 8" 1-1/2" G G VAN VAN VAN VAN YIELD YIELD YIELD YIELD CCCC CCCC SANITARY SEWER MANHOLE 75 LF-10" RD T 6" 8" 8" 8" SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE AL.HWY53 CL CL STATEROW STATEROW 0+00 0+50 1+00 1+50 2+00 2+50 570 580 590 600 620 610 570 580 590 600 620 610 STATION-0+00.00(EXISTINGM.H.) 596.00 595.94 594.98 594.96 595.43 586.57 586.64 586.71 586.87 587.02 8"WATER GASLINE 6"WATER 3"WATER RIMEL=597.25(ADJUSTRIMEL.) 0+00 0+50 1+00 570 580 590 600 620 610 STATION-0+00.00MANHOLE595.50 595.66 588.33 589.90 1-1/2"WATER 8"WATER MANHOLE RIMEL=595.40 INVIN=590.00(6"N) INVIN=590.00(6"SE) INVOUT=589.90 RIMEL=595.00 STATION-0+50.00 RIMEL=594.70 INVIN=587.12 INVOUT=587.04 RIMEL=595.00 INVIN=586.98 INVOUT=586.90 STATION-2+16.69-MANHOLE STATION-1+72.21-MANHOLE RIMEL=594.80 INVIN=586.82 INVIN=588.00(6"LATERAL) INVOUT=586.74 STATION-1+18.30-MANHOLE INVIN=586.57 INVOUT=586.47 50.00LF 8IN of D.I.P.at 2.0%44.48LF 18IN of D.I.P.at 0.14% 53.91LF 18IN of D.I.P.at 0.14% 118.30LF 18IN of D.I.P.at 0.14% 18" RCP INVIN=588.33(NEXISTING) INVIN=588.90 INVOUT=588.33(S)(EEXISTING) EXISTING PYLON SIGN LOCATION 0 40 80 120 X:2015Projects15rdm01-AcademySports_Huntsville,ALEngineeringConstructionDocuments15RDM01-2016-08-22REV5.DWGSep29,2016-9:39am PRINTED:9/29/2016@9:39AM CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF SLOPED PAVING, EXIT PORCHES, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. NOTES: 1. REFER TO ARCHITECT PLAN FOR ALL OUTSIDE LIGHTING ELECTRICAL. 2. ALL WORK WITHIN COUNTY AND CITY ROW's SHALL BE IN ACCORDANCE WITH ALABAMA DEPARTMENT OF TRANSPORTATION. NOTE: CONTRACTOR SHALL COORDINATE ALL PROPOSED ON-SITE CONDUIT ROUTING FOR TELEPHONE, POWER AND CABLE TV SERVICE WITH THE UTILITY COMPANIES. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ANY APPURTENANCES THAT ARE REQUIRED. R Know what's below Call before you dig 19. REFER TO BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAN. 20. PIV LOCATED IN BUILDING RISER ROOM WITH ACCESS ON OUTSIDE WALL. UTILITY NOTES 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 3. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: -6" SHALL BE DUCTILE IRON PIPE MINIMUM PRESSURE CLASS 350 (INSIDE EASEMENT) -4" SHALL BE DUCTILE IRON PIPE MINIMUM PRESSURE CLASS 350. (INSIDE EASEMENT) ALL LATERALS OUTSIDE EASEMENT OR R.O.W. MAY BE PVC. 5. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 6. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AS CALLED OUT IN SPECIFICATIONS. 7. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 8. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 4'-0" COVER ON ALL WATERLINES. 9. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 10. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. BY THIRD PARTY INSPECTOR HIRED BY OWNER. 11. TOPS OF EXISTING MANHOLES SHALL BE RAISED OR LOWERED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS WITH WATER TIGHT LIDS. 12. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 13. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 14. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 15. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 16. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 17. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. THIS AND THE FINAL CONNECTIONS OF THE SERVICE SHALL BE COMPLETED 30 DAYS PRIOR TO STORE POSSESSION. 18. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 4. WATER LINES SHALL BE AS FOLLOWS: -3" AND GRATER MAINS SHALL BE DUCTILE IRON PIPE PER HUNTSVILLE UTILITIES STANDARD SPECIFICATIONS -SMALLER THAN 3" SHALL BE COPPER PIPE PER HUNTSVILLE UTILITIES STANDARD SPECIFICATIONS. 8. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3'-0" COVER ON ALL SANITARY SEWER LINES. A B WATER MAIN TAP BY WATER COMPANY. FDC AND CHECK VALVE REQ'D. C 2" WATER METER FOR IRRIGATION PER WATER COMPANY SPECIFICATIONS REQ'D. BY HUNTSVILLE UTILITIES D E F CORPORATE STOP BY HUNTSVILLE UTILITIES. G H THRUST BLOCK REQ'D PER WATER COMPANY SPECIFICATIONS, TYPICAL. I RELOCATE EXISTING FIRE HYDRANT J K 1" PVC CONDUIT WITH PULL STRINGS FOR TAMPER SWITCH FOR FIRE LINE REQ'D. P CLEANOUT REQ'D. OMIT V 2-5" PVC UNDERGROUND CONDUIT WITH PULL ROPES FOR UNDERGROUND ELECTRICAL PRIMARY LINES REQ'D. CONTRACTOR SHALL COORDINATE WITH THE ELECTRIC COMPANY FOR ALL REQUIREMENTS AND SPECIFICATIONS. 2" WATER METER AND 2" REDUCED PRESSURE TYPE RPZ BACKFLOW PREVENTER PER WATER COMPANY SPECIFICATIONS REQ'D. BY HUNTSVILLE UTILITIES 6" PVC SANITARY SEWER LATERAL @ 1.0% MINIMUM GRADE REQ'D. ALL LATERAL CONNECTIONS MADE AT MANHOLES SHALL BE MADE WITH THE INVERT OF THE LATERAL CONNECTION EQUAL TO THE CROWN OF THE EXISTING (DOWNSTREAM) SEWER MAIN LINE. 8" DOUBLE DETECTOR CHECK IN ONE VAULT. Y GAS METER AND SERVICE LINE BY GAS COMPANY. CONTRACTOR SHALL PROVIDE BOLLARD PROTECTION AS REQ'D BY GAS COMPANY. A A C E F G H H APROX 85' NORTH OF SITE H L 8" DIP WATER LINE L L M 3" DIP WATER LINE N 2" COPPER WATER LINE O 1 1/2" COPPER WATER LINE M N O P P J Q SANITARY MANHOLE (REPLACE EXISTING MANHOLE) REQ'D. Q P R R SANITARY MANHOLE REQ'D. S SANITARY MANHOLE REQ'D. PLAN STA.=1+18.30 SEE SANITARY SEWER LINE "A" PROFILE FOR DETAIL S T OMIT V V W SANITARY MANHOLE REQ'D. PLAN STA.=0+00 SEE SANITARY SEWER LINE "B" PROFILE FOR DETAIL ADJUST TOP FINISHED EL.=595.00 (CONSTRUCT ECCENTRIC MANHOLE LID) W X X SANITARY MANHOLE REQ'D. PLAN STA.=0+50.00 SEE SANITARY SEWER LINE "B" PROFILE FOR DETAIL Y Y Z 18" DIP SANITARY SEWER LINE - SEE SANITARY SEWER LINE "A" PROFILE Z 15' 15' 10' NOTE: CONTRACTOR SHALL COORDINATE WITH CITY OF HUNTSVILLE FOR MAINTAINING THE EXISTING SEWER LINE OPEN BY PUMPING ON SITE WHILE CONSTRUCTION OF NEW SEWER LINE FOR PROJECT TILL RECONNECTION TO EXISTING LINE. O PROFESSIONAL No. 17679 E N G I N EER D E RETSI G E R QRS U SANITARY MANHOLE (EXISTING) PLAN STA.=0+00 SEE SANITARY SEWER LINE "A" PROFILE FOR DETAIL U P INV. 591.00 INV. 591.00 INV. 589.00 H APROX 74' NORTH OF SITE X W aa aa 18" DIP SANITARY SEWER LINE - SEE SANITARY SEWER LINE "B" PROFILE K bb bb EXISTING SANITARY SEWER MANHOLE - RAISE TOP 593.50 EL. cc EXISTING SANITARY SEWER MANHOLE - RAISE TOP 595.20 EL. dd EXISTING SANITARY SEWER MANHOLE - RAISE TOP 595.66 EL. cc dd G M L U K K PIV LOCATION PIV LOCATION ee FIRE SUPPRESSION SYSTEM PIPING ENTRY REQ'D. - SEE DETAIL ee ee ff BORE LEEMAN FERRY RD. REQUIRED. ff 2 WAY REQUIRED B D gg 2" to 3" EXPANSION REQUIRED. gg D hh POLE MOUNTED TRANSFORMER REQUIRED. 5 5 5 NOTE: WORK BY CITY NOTE: WORK BY CITY 6#RFI4RELOCATELIGHTPOLE 7 7REVISEDSERVICEROADACCESSDRIVESPERALDOTCOMMENTS9-09-16