The URL can be used to link to this page

Home My WebLink AboutC501 - UTILITY PLAN (NORTH)OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWWWNO PARKINGFFE = 868.50FHV WWWWWWWWWWWLatLatPROPOSED ROWRDRDRD RD RD C.O.RDC.O. C.O. C.O. C.O.C.O. RDRD RD RDRDRD RD RD RD C.O.TYPE I C.O.TYPE I C.O.TYPE II C.O.TYPE II 6''SSD 6''SSD 6''SSD 6''SSD 6''SSD 6''SSD 6''SSD6''SSD6''SSD 6''SSD 6''SSD 6''SSD 6''SSD 6''SSD 6''SSD 6''SSD 6''SSD 6''SSD 6''SSD 6''SSD 6''SSDINV = 863.2 (6"SSD) INV = 864.2 (6"SSD) 8" HDPE 8" HDPE 8" HDPE INV = 860.8 RD RD 8" HDPE C.O. RDRDRD 8" HDPE 8" HDPE 8" HDPE Lat RD RD RD RD 8" HDPE 727B RIM=868.60 726C RIM=866.75 732A RIM=866.50 732B RIM=866.50 728 RIM=866.35 726B RIM=866.10 727A RIM=866.00 727D RIM=865.85 727 RIM=865.15 733 RIM=865.00 726A RIM=864.65 729 RIM=865.00 726 RIM=864.25 734 RIM=863.50 37' OF 12" RCP @2.47% 123' O F 1 2 " R C P @0.69 % 49' OF 15" RCP @1.12% 166' OF 18" RCP @0.72% 38' OF 12" HDPE @0.66% 37' OF 12" RCP @2.47% 119' OF 12" RCP @1.26% 27' OF 12" RCP @3.72% 78' OF 12 " R C P @0.58%86' OF 12" RCP@0.93%162' OF 24" RCP @0.46% 25' OF 12" RCP @3.00% 107' O F 1 2 " R C P @2.4 3 % 739 RIM=867.55 49' OF 12" RCP @1.13% 741 RIM=867.29 737D RIM=868.20 86' OF 12" HDPE @0.58% 737 RIM=867.67 56' OF 12" HDPE@0.54%735 RIM=867.4139' OF 12" HDPE @2.56%48' OF 12" HDPE@0.63%736 RIM=866.90 726D RIM=866.51 61' OF 12" RCP @0.47% 739A RIM=868.20 84' OF 12" HDPE @0.42% 67' OF 12" HDPE @1.49% 732C RIM=867.36 733A RIM=865.50 128' OF 15" RCP@0.94% CONCRETE COLLAR REQUIRED BETWEEN BOT. OF STORM AND TOP OF WATER AND GAS LINES. La t 20'W SAN SWR ESMT5 LF OF 10" HDPE 5 LF OF 10" HDPE 5 LF OF 10" HDPE 5 LF OF 10" HDPE W1 S1 W6 INV = 863.25 (8" RD (W)) INV = 863.6 (6" SSD (N)) INV = 863.00 (8" RD (W)) INV = 863 (8" SSD (N)) INV = 863.2 (E) 6" SAN LAT INV = 859.9 1.REFER TO MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR CONTINUATION OF UTILITIES WITHIN 5 FEET OF STRUCTURES. 2.PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTH GREATER THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND PROPOSED CROSSING UTILITIES. IN SUCH CASES, THE CONTRACTOR SHALL INSTALL VERTICAL BENDS AS REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES. 3.A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BE MAINTAINED AT ALL TIMES. A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATER LINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS. IN THE EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOT BE MET, THE CONTRACTOR SHALL UTILIZE PRESSURE-TYPE WATER PIPE FOR THE SEWER PER DETAIL SA-9. 4.WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 54 INCHES OF COVER AS MEASURED FROM THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THE PIPE. 5.THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LINES AT ALL BENDS, TEES AND HYDRANTS PER THE DETAILS. 6.WHERE WATER FITTINGS ARE REQUIRED, DUCTILE IRON (DI) FITTINGS SHALL BE USED. FITTING JOINTS SHALL BE OF STANDARD MJ TYPE (ANSI/AWWA C111/A21.11) OR PJ TYPE (ANSI/AWWA C111/A21.11). 7.DI FITTINGS SHALL CONFORM TO ANSI/AWWA C110/A21.10, 350 PSI AND SHALL BE CEMENT MORTAR LINED PER ANSI/AWWA C104/A21.4 AND SHALL BE OUTSIDE COATED WITH A BITUMINOUS COATING. 8.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO THE NEAREST FOOT. 9.PIPE LENGTHS SHOWN FOR STORM SEWERS ARE MEASURED TO THE DOWNSTREAM END OF END SECTIONS. 10.WHERE GRADE MODIFICATIONS (CUT OR FILL) ARE SHOWN ADJACENT TO EXISTING VALVE BOX COVERS AND MANHOLE CASTINGS, THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE ADJUSTED FLUSH WITH THE PROPOSED GRADE. 11.ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES. 12.ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12 INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THE STRUCTURE. 13.PAVEMENTS, WALKS, CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR PRESENT CONDITION UNLESS OTHERWISE SHOWN. 14.ALL INLET CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE PAVED COLLAR EXTENDING A MINIMUM OF 24 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE CASTING PER THE DETAILS. 15.THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO EXISTING BUILDINGS, ETC. WITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZED TO DISCONNECT BY THE OWNER, UTILITY COMPANIES, AND GOVERNING AUTHORITIES. THE CONTRACTOR SHALL INSTALL AS NECESSARY, TEMPORARY SITE LIGHTING, GAS, SANITARY, WATER, STORM, ELECTRIC, TELEPHONE, AND CABLE SERVICES TO SERVICE BUILDING(S) TO REMAIN OPEN. 16.CONTRACTOR TO PROVIDE SLEEVES UNDER FOOTINGS OR THROUGH FOUNDATIONS FOR UTILITY CONNECTIONS. 17.CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC. AS REQUIRED FOR PIPE CONNECTIONS TO BUILDING/CANOPY STUB OUTS. INCLUDING ROOF/FOOTING DRAIN CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM. 18.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR SITE LIGHTING PER SITE LIGHTING PLAN (BY OTHERS). 19.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR IRRIGATION PER IRRIGATION PLAN (BY OTHERS). 20.CONTRACTOR WILL BE RESPONSIBLE TO REPAIR, REPLACE, AND/OR RECONNECT ANY EXISTING DRAINAGE TILES NOT SHOWN ON THE PLANS, WHICH CROSS THROUGH EXCAVATED TRENCHES. ANY DRAINAGE TILE ENCOUNTERED IS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND A MEASUREMENT TAKEN FROM THE NEAREST MANHOLE OR INLET STRUCTURE TO THE CENTERLINE OF THE TILE. 21.MANHOLE AND INLET CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE PAVED COLLAR EXTENDING A MINIMUM OF 24 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE CASTING PER THE DETAILS. 22.SUBSURFACE DRAIN (SSD) INLET CONNECTIONS SHALL BE INCLUDED ON ALL STORM INLETS AND SHALL BE SET 24 INCHES BELOW THE CASTING ELEVATION UNLESS OTHERWISE SPECIFIED. THE SSD'S SHALL BE 10 LF. AND SLOPE 1.04% TOWARD THE INLET CREATING AN 'X' PATTERN BELOW THE CASTING ELEVATION. 23.CONNECTION TO DOWNSPOUTS TO BE FIELD VERIFIED. COORDINATE WITH MEP / ARCHITECTURAL PLANS FOR LOCATION OF DOWNSPOUTS. CONNECT DOWNSPOUT / ROOF DRAINS TO INLET. UTILITY NOTES W - WATER / FIRE PROTECTION S - SANITARY SEWER 6" PVC SANITARY LATERAL @ 1.04% MIN. SLOPE. FIRE HYDRANT FIRE DEPARTMENT CONNECTION (COORDINATE WITH MEP PLANS) 8-INCH WATER MAIN 8-INCH PRESSURE CONNECTION (HOT TAP) TO EXISTING 16-INCH WATERMAIN 4-INCH DOMESTIC SERVICE CONNECTION (COORDINATE FINAL SIZING WITH MEP PLANS) 6-INCH FIRE SERVICE LINE 2-INCH WATER SERVICE LINE W1 W2 W3 S1 T - TELECOM FIBER OPTIC CONNECTION. COORDINATE WITH LOCAL UTILITY PROVIDER.T1 G - GAS GAS CONNECTION. COORDINATE WITH LOCAL UTILITY PROVIDER.G1 E - ELECTRIC (2) 4" CONDUITS FOR PRIMARY ELECTRIC SERVICE COORDINATE WITH DUKE TRANSFORMER TRANSFORMER PAD PER UTILITY OWNER SPECIFICATIONS. E1 E2 D - DRAINAGE / STORM SEWER 6''SSD 6''SSD D1 CONNECT OUTFALL TO EXISTING STRUCTURE COORDINATE WITH JACKSON GRANT H.O.A. 6-INCH PERFORATED HDPE SUBSURFACE DRAIN UTILITY KEY NOTE LEGEND W4 W5 W6 E3 W7 NO PARKING NO PARKING NO PARKINGNO PARKING T PROP OS ED R OWPROPOS ED ROW OUTDOORMECHANICAL YARD SFINV = 863.2 (6"SSD)INV = 864.2 (6"SSD) 8" HDPE 8" HDPE 8" HDPE INV = 860.8 8" HDPE 8" HDPE 8" HDPE 8" HDPE 8" HDPE 8" HDPE 8" HDPE 246 LF OF8" HDPE 8" HDPE 12" HDPE 8" HDPE 5 LF OF 10" HDPE5 LF OF 10" HDPE8" HDPE 8" HDPE WETLANDS(PROTECT) 5 LF OF 10" HDPE5 LF OF 10" HDPE5 LF OF 10" HDPE5 LF OF 10" HDPE INV = 863.25 (8" RD (W))INV = 863.6 (6" SSD (N)) INV = 863.00 (8" RD (W))INV = 863 (8" SSD (N)) INV = 863.2 (E) INV = 863.20 (8" RD (E))INV = 862.05 (12" RD (S)) INV = 860.5INV = 860.02 INV = 863.10 (W) (8" RD) & (N)AMOD R3405INV = 862.75 (E) LAT INV = 838.60 LOWERWATER LINEUNDER STORM 6" SAN LATINV = 859.9 C.O. C.O. Lat PROPOSED LINETYPES LEGEND EXISTING LINETYPES LEGEND RD RD STORM SEWER CLEANOUT STORM SEWER PIPE SANITARY CLEANOUT GAS LINE ROOF DRAIN WATER LINE SWALE UNDERGROUND CABLE SUBSCRIBE DRAINS (STRUCTURES) UNDERGROUND GAS UNDERGROUND WATER AERIAL ELECTRIC UNDERGROUND ELECTRIC BOARD FENCE WROUGHT IRON FENCE BOUNDARY LINE FLOW LINE E(A)E(A) E E E OHU OHU SECTION LINE FARM FENCE INDEX CONTOUR INTERMEDIATE CONTOUR SANITARY SEWER STORM SEWER SCALE: 1" = 30' KEYMAP C501 C501 UTILITY PLAN (NORTH) MIXED OR UNIDENTIFIED OVERHEAD UTILITY SEE SHEET P200ACC SEE SHEET P200BCC 2 TAC COMMENTS 8/12/2019 4 18095 Project Number: Drawing Number: Certified By: Checked ByDrawn ByIssue Date Revisions:PROJECT:Scope Drawings:CARMEL, INDIANANEWFORCARMEL CLAY SCHOOLSCARMEL ELEMENTARY SCHOOLSDrawing Title: 06-21-19 SO MK Rev. #Revision Description Issue Date 1 ADDENDUM 7/9/2019 3 ASI #1 8/28/2019 4 ASI #2 9/20/2019 4 4