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Home My WebLink AboutCivil Drawings - UtilitySD è è è è è è è è è è è SDSDSDSDSDSDFOPFOP FOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOP FOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPWL WL WL WL WL D D D D D D D D EE E E E E E E FO FO FO DMH NO.:4 DMH NO.:5 DMH NO.:6 DMH NO.:7 DMH NO.:8 36" RCP: FL: 561.1' DMH NO.:9 DMH NO.:10 DMH NO.:11 UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WLUGESDSDèèèèèèèèèèèèèèèèèèèèèèèèèèS SMH NO.:1 RIM ELEVATION: 628.70' INVERT SE (6" PVC): 621.7' INVERT S (6" PVC): 621.6'S07°08'59"W311.3'±SD SD SDSDT161 T160 T159 T158 T157 T156T155T154 T152 T151 T139 T138 T137 T136 T135 T131 T108 T107 T87 T86 T85 T84 T83 T82 T81 T80 T79 T78 T77 T76 T75 T74 T73 T72 T70T69 T68 T67 T66 T59 T51 T44 T43 T42 T41 T40 T39 T38 T37 T36 T35 T34 T32 T31 T30 T29 T28 T27 T26 T25 T24 T23 T22 T21 T20 T19 T18 T17T16 T15 T14 T13 T12 T11 T10 T9 T8T7 T6 T5 T4 T3 T2 T1 T H DY HDYHDY W W contents. design. date. project. 5432 B C D 1 A issue for review: issue for pricing: revisions: issue for construction: ALL SUBCONTRACTORS ARE RESPONSIBLE FOR REVIEWING ALL CONTRACT DOCUMENTS (INCLUDING SHEETS, DRAWINGS, GENERAL NOTES, SPECIFICATIONS, ETC.) AS PROVIDED BY THE ARCHITECT OR ANY OTHER CONSULTANT. REFER TO SHEETS G0.00 - G0.03 FOR ALL GENERAL NOTES RELATIVE TO THE SCOPE OF WORK AND TYPES OF DRAWINGS, ELEMENTS, AND INSTRUCTIONS FOUND ON THIS SHEET.CHRIST COMMUNITY CHURCHTRACT 17, CHENAL VALLEYLITTLE ROCK, AR 72223C3 2023.12.22 PERMIT SET L I T T L E R O C K | R O G E R S | W Y N N E w w w .e c o l o g i c a l d g .c o m p h o n e : 5 0 1 3 7 8 0 2 0 0 E :G E cological :ei ign G h okp" I nc 2023.12.22 2023.12.22 1 SCALE: 1" = 50'-0" 100' 0' 200'OVERALL UTILITY PLAN 50'NORTH C2.00 OVERALL UTILITY PLAN C2.01 C2.02 C2.03 C2.04 SQ.FT. N/F C/L R/W (M) (R) N/G CONC. P.O.B. P.O.C. BOC: FL: TA: TC: CR: NG: BB: EA: TB: EC: è è EXISTING LEGEND FOUND MONUMENT AS-NOTED SET MONUMENT AS-NOTED TEMPORARY BENCHMARK (TBM) SANITARY SEWER MANHOLE (SMH) STORM SEWER MANHOLE (DMH) CURB INLET (CI) DRAINAGE OUTLET AS-NOTED ELECTRICAL VAULT LIGHT POLE CROSSWALK SIGNAL POST TRAFFIC SIGNAL POST FIBER OPTIC UTILITY MARKER FIBER OPTIC VAULT MEASURED/CALCULATED DIMENSION RECORD DIMENSION CENTERLINE RIGHT-OF-WAY NOW OR FORMERLY NATURAL GROUND CONCRETE POINT OF COMMENCEMENT POINT OF BEGINNING SQUARE FEET BACK OF CURB FLOW LINE TOP OF ASPHALT TOP OF CONCRETE NATURAL GROUND CROWN OF ROAD EDGE OF ASPHALT EDGE OF CONCRETE TOP OF BANK BOTTOM OF BANK PROPERTY LINE CENTERLINE RIGHT- OF-WAY RIGHT-OF-WAY UNDERGROUND GAS LINE UNDERGROUND SANITARY SEWER LINE UNDERGROUND ELECTRICAL LINE UNDERGROUND FIBER OPTIC LINE UNDERGROUND WATER LINE UNDERGROUND STORM SEWER LINE MAJOR CONTOUR MINOR CONTOUR FLOW LINE DRIP LINE PROPOSED UTILITY LEGEND WATER LINE WATER METER SANITARY SEWER UNDERGROUND ELECTRIC LINES/CONDUIT TRANSFORMER AND CONCRETE PADT GAS LINE G GAS METER W OVERHEAD ELECTRIC FIBER LINE COMMUNICATION LINEHDY FDC FIRE HYDRANT WATER VALVE FOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOP FOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèCHENAL PARKWAYVARIABLE WIDTH PUBLIC RIGHT-OF-WAYNO DOCUMENTATIONVARIABLE WIDTH ASPHALT PAVEMENTT152 T151 T70T69 T68 T67 T66 T59 T51 ANCHOR COLLAR 6"X6" ANCHOR TEE W/ THRUST BLOCK & 6" GATE VALVE 6"X6" ANCHOR TEE W/ THRUST BLOCK & 6" GATE VALVE APPROX. COMBINED TOTAL OF 1133 LF OF 6" DIP (CLASS 50) OR PVC (SDR 17 PRESSURE CLASS 250) WATER PIPE APPROX. 860 LF GAS SERVICE TO METER AT BUILDING (SIZE TBD - "MEDIUM PRESSURE" [2 PSI] FROM MEP) 6" 45° M.J. BEND W/ THRUST BLOCK (1) 6" 90° BEND W/ THRUST BLOCK OR (2) 6" 45° BENDS W/ THRUST BLOCKS APPROX. 860 LF GAS SERVICE TO METER AT BUILDING (SIZE TBD - "MEDIUM PRESSURE" [2 PSI] FROM MEP) APPROX. COMBINED TOTAL OF 1133 LF OF 6" DIP (CLASS 50) OR PVC (SDR 17 PRESSURE CLASS 250) WATER PIPE APPROX. TOTAL OF 895 LF OF 1-1/2" IRRIGATION WATER SERVICE APPROX. TOTAL 885 LF OF 2-1/2" DOMESTIC WATER SERVICE 1 SCALE: 1" = 20'-0" 40' 0' 80' UTILITY PLAN 20'NORTH C2.01 UTILITY PLAN SQ.FT. N/F C/L R/W (M) (R) N/G CONC. P.O.B. P.O.C. BOC: FL: TA: TC: CR: NG: BB: EA: TB: EC: è è EXISTING LEGEND FOUND MONUMENT AS-NOTED SET MONUMENT AS-NOTED TEMPORARY BENCHMARK (TBM) SANITARY SEWER MANHOLE (SMH) STORM SEWER MANHOLE (DMH) CURB INLET (CI) DRAINAGE OUTLET AS-NOTED ELECTRICAL VAULT LIGHT POLE CROSSWALK SIGNAL POST TRAFFIC SIGNAL POST FIBER OPTIC UTILITY MARKER FIBER OPTIC VAULT MEASURED/CALCULATED DIMENSION RECORD DIMENSION CENTERLINE RIGHT-OF-WAY NOW OR FORMERLY NATURAL GROUND CONCRETE POINT OF COMMENCEMENT POINT OF BEGINNING SQUARE FEET BACK OF CURB FLOW LINE TOP OF ASPHALT TOP OF CONCRETE NATURAL GROUND CROWN OF ROAD EDGE OF ASPHALT EDGE OF CONCRETE TOP OF BANK BOTTOM OF BANK PROPERTY LINE CENTERLINE RIGHT- OF-WAY RIGHT-OF-WAY UNDERGROUND GAS LINE UNDERGROUND SANITARY SEWER LINE UNDERGROUND ELECTRICAL LINE UNDERGROUND FIBER OPTIC LINE UNDERGROUND WATER LINE UNDERGROUND STORM SEWER LINE MAJOR CONTOUR MINOR CONTOUR FLOW LINE DRIP LINE KEYMAP C2.01 C2.02 C2.03 C2.04MATCHLINE C2.02contents. design. date. project. 5432 B C D 1 A issue for review: issue for pricing: revisions: issue for construction: ALL SUBCONTRACTORS ARE RESPONSIBLE FOR REVIEWING ALL CONTRACT DOCUMENTS (INCLUDING SHEETS, DRAWINGS, GENERAL NOTES, SPECIFICATIONS, ETC.) AS PROVIDED BY THE ARCHITECT OR ANY OTHER CONSULTANT. REFER TO SHEETS G0.00 - G0.03 FOR ALL GENERAL NOTES RELATIVE TO THE SCOPE OF WORK AND TYPES OF DRAWINGS, ELEMENTS, AND INSTRUCTIONS FOUND ON THIS SHEET.CHRIST COMMUNITY CHURCHTRACT 17, CHENAL VALLEYLITTLE ROCK, AR 72223C3 2023.12.22 PERMIT SET L I T T L E R O C K | R O G E R S | W Y N N E w w w .e c o l o g i c a l d g .c o m p h o n e : 5 0 1 3 7 8 0 2 0 0 E :G E cological :ei ign G h okp" I nc 2023.12.22 2023.12.22 MATCHLINE C2.04 PROPOSED UTILITY LEGEND WATER LINE WATER METER SANITARY SEWER UNDERGROUND ELECTRIC LINES/CONDUIT TRANSFORMER AND CONCRETE PADT GAS LINE G GAS METER W OVERHEAD ELECTRIC FIBER LINE COMMUNICATION LINEHDY FDC FIRE HYDRANT WATER VALVE T160 T137 T136 T135 01 FLOOR FFE: 651.00 00 FLOOR FFE: 635.83 01 FLOOR FFE: 651.00 THDYHDY M.J. PLUG AT END OF LINE PER CAW STANDARD DETAILS AND SPECIFICATIONS 130 LF OF 6" DIP (CLASS 50) FIRE SERVICE TO BUILDING STANDARD PRIVATE FIRE HYDRANT ASSEMBLY ANCHOR COLLAR 6"X6" ANCHOR TEE W/ THRUST BLOCK & 6" GATE VALVE DOMESTIC AND IRRIGAITON WATER SERVICES ROUTED TO RISER ROOM. RPZS TO BE LOCATED IN RISER ROOM. (REF. MEP DRAWINGS FOR CONTINUATIONS) STANDARD PRIVATE FIRE HYDRANT ASSEMBLY 6"X6" ANCHOR TEE W/ THRUST BLOCK & 6" GATE VALVE SECONDARY ELECTRICAL TO BUILDING (REF. MEP) 6" DIP (CLASS 50) FIRE LINE TO REMOTE FDC REMOTE FDC 6" DIP FIRE SERVICE TO BUILDING (REF. MEP PLANS FOR CONTINUATION) 6" DIP TO REMOTE FDC FROM BUILDING (REF. MEP PLANS FOR CONTINUATION) 2 PSI MEDIUM PRESSURE GAS SERVICE TO BUILDING MOUNTED GAS METER (REF. MEP PLANS FOR CONTINUATION) 6"X6" ANCHOR TEE W/ THRUST BLOCK & 6" GATE VALVE M.J. PLUG AT END OF LINE PER CAW STANDARD DETAILS AND SPECIFICATIONS 21 LF OF 6" DIP (CLASS 50) OR PVC (SDR 17 PRESSURE CLASS 250) WATER PIPE APPROX. COMBINED TOTAL OF 1133 LF OF 6" DIP (CLASS 50) OR PVC (SDR 17 PRESSURE CLASS 250) WATER PIPE APPROX. TOTAL OF 895 LF OF 1-1/2" IRRIGATION WATER SERVICE APPROX. TOTAL 885 LF OF 2-1/2" DOMESTIC WATER SERVICE APPROX. 860 LF GAS SERVICE TO METER AT BUILDING (SIZE TBD - "MEDIUM PRESSURE" [2 PSI] FROM MEP) 6"X6" ANCHOR 22 LF OF 6" DIP (CLASS 50) OR PVC (SDR 17 PRESSURE CLASS 250) WATER PIPE 6" 45° M.J. BEND W/ THRUST BLOCK REF. C2.05 FOR SANITARY SEWER LINE CONTINUATION 532 LF OF 6" PVC PIPE (SDR 26) SANITARY SEWER SERVICE @ MIN. 1.00% SLOPE W/ COTG EVERY 100 LF AND UPSTREAM OF ANY BEND AT A MINIMUM. PROVIDE MINIMUM 2'-0" COVER OVER PIPE (REF. GRADING PLANS FOR FINISH GRADE) 4" SANITARY SEWER FROM BUILDING. 4" INVERT @ TWCO: 648.26 INSTALL 45 DEGREE BEND IMMEDIATELY DOWNSTREAM FROM TWCO (REF. MEP FOR CONTINUATION) 4" SANITARY SEWER FROM BUILDING. 4" INVERT @ TWCO: 646.93 (REF. MEP FOR CONTINUATION) 4" TO 6" REDUCER 6" X 4" WYE INV: 645.30 4" WYE W/ COTG 72 LF OF 4" PVC (SDR 21) SANITARY SEWER SERVICE PIPE TO BUILDING AT MINIMUM 2.00% SLOPE 65 LF OF 4" PVC (SDR 21) SANITARY SEWER SERVICE PIPE TO BUILDING AT MINIMUM 2.00% SLOPE COTG PRIOR TO REDUCER COTG PRIOR TO 6" X 4" WYE SANITARY SEWER LIFT STATION (REF. MEP) OIL SEPARATOR (REF. MEP) REF. MEP FOR SEWER AND OIL LINE CONTINUATIONS 2" FORCED MAIN (REF. MEP) 2" FORCED MAIN CONNECTING TO 4" SEWER LINE FROM BUILDING (REF. MEP) 1 SCALE: 1" = 20'-0" 40' 0' 80' UTILITY PLAN 20'NORTH C2.02 UTILITY PLAN SQ.FT. N/F C/L R/W (M) (R) N/G CONC. P.O.B. P.O.C. BOC: FL: TA: TC: CR: NG: BB: EA: TB: EC: è è EXISTING LEGEND FOUND MONUMENT AS-NOTED SET MONUMENT AS-NOTED TEMPORARY BENCHMARK (TBM) SANITARY SEWER MANHOLE (SMH) STORM SEWER MANHOLE (DMH) CURB INLET (CI) DRAINAGE OUTLET AS-NOTED ELECTRICAL VAULT LIGHT POLE CROSSWALK SIGNAL POST TRAFFIC SIGNAL POST FIBER OPTIC UTILITY MARKER FIBER OPTIC VAULT MEASURED/CALCULATED DIMENSION RECORD DIMENSION CENTERLINE RIGHT-OF-WAY NOW OR FORMERLY NATURAL GROUND CONCRETE POINT OF COMMENCEMENT POINT OF BEGINNING SQUARE FEET BACK OF CURB FLOW LINE TOP OF ASPHALT TOP OF CONCRETE NATURAL GROUND CROWN OF ROAD EDGE OF ASPHALT EDGE OF CONCRETE TOP OF BANK BOTTOM OF BANK PROPERTY LINE CENTERLINE RIGHT- OF-WAY RIGHT-OF-WAY UNDERGROUND GAS LINE UNDERGROUND SANITARY SEWER LINE UNDERGROUND ELECTRICAL LINE UNDERGROUND FIBER OPTIC LINE UNDERGROUND WATER LINE UNDERGROUND STORM SEWER LINE MAJOR CONTOUR MINOR CONTOUR FLOW LINE DRIP LINE KEYMAPMATCHLINE C2.01MATCHLINE C2.03 C2.01 C2.02 C2.03 C2.04 MATCHLINE C2.04 contents. design. date. project. 5432 B C D 1 A issue for review: issue for pricing: revisions: issue for construction: ALL SUBCONTRACTORS ARE RESPONSIBLE FOR REVIEWING ALL CONTRACT DOCUMENTS (INCLUDING SHEETS, DRAWINGS, GENERAL NOTES, SPECIFICATIONS, ETC.) AS PROVIDED BY THE ARCHITECT OR ANY OTHER CONSULTANT. REFER TO SHEETS G0.00 - G0.03 FOR ALL GENERAL NOTES RELATIVE TO THE SCOPE OF WORK AND TYPES OF DRAWINGS, ELEMENTS, AND INSTRUCTIONS FOUND ON THIS SHEET.CHRIST COMMUNITY CHURCHTRACT 17, CHENAL VALLEYLITTLE ROCK, AR 72223C3 2023.12.22 PERMIT SET L I T T L E R O C K | R O G E R S | W Y N N E w w w .e c o l o g i c a l d g .c o m p h o n e : 5 0 1 3 7 8 0 2 0 0 E :G E cological :ei ign G h okp" I nc 2023.12.22 2023.12.22 PROPOSED UTILITY LEGEND WATER LINE WATER METER SANITARY SEWER UNDERGROUND ELECTRIC LINES/CONDUIT TRANSFORMER AND CONCRETE PADT GAS LINE G GAS METER W OVERHEAD ELECTRIC FIBER LINE COMMUNICATION LINEHDY FDC FIRE HYDRANT WATER VALVE SD SD SDWLWL WL WL WL WL D D EE DMH NO.:9 DMH NO.:10 UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WLWLCHENAL V A L L E Y D R I V E OBSERV E D P R I V A T E R I G H T - O F - W A Y NO DOC U M E N T A T I O N 44' WIDT H A S P H A L T P A V E M E N T SD SD SD SD SD SD SDSDSDT131 T108 T22 T21 T20 THDY HDY STANDARD PRIVATE FIRE HYDRANT ASSEMBLY STANDARD PRIVATE FIRE HYDRANT ASSEMBLY 6"X6" ANCHOR TEE W/ THRUST BLOCK & 6" GATE VALVE PRIMARY ELECTRIC SERVICE CONNECTING TO TRANSFORMER PROPOSED ELECTRIC TRANSFORMER LOCATION (REF. MEP) M.J. PLUG AT END OF LINE PER CAW STANDARD DETAILS AND SPECIFICATIONS 6"X6" ANCHOR TEE W/ THRUST BLOCK & (2) 6" GATE VALVES 22 LF OF 6" DIP (CLASS 50) OR PVC (SDR 17 PRESSURE CLASS 250) WATER PIPE 9 LF OF 6" DIP (CLASS 50) OR PVC (SDR 17 PRESSURE CLASS 250) WATER PIPE APPROX. COMBINED TOTAL OF 1133 LF OF 6" DIP (CLASS 50) OR PVC (SDR 17 PRESSURE CLASS 250) WATER PIPE ANCHOR COLLAR 1 SCALE: 1" = 20'-0" 40' 0' 80' UTILITY PLAN 20'NORTH C2.03 UTILITY PLAN SQ.FT. N/F C/L R/W (M) (R) N/G CONC. P.O.B. P.O.C. BOC: FL: TA: TC: CR: NG: BB: EA: TB: EC: è è EXISTING LEGEND FOUND MONUMENT AS-NOTED SET MONUMENT AS-NOTED TEMPORARY BENCHMARK (TBM) SANITARY SEWER MANHOLE (SMH) STORM SEWER MANHOLE (DMH) CURB INLET (CI) DRAINAGE OUTLET AS-NOTED ELECTRICAL VAULT LIGHT POLE CROSSWALK SIGNAL POST TRAFFIC SIGNAL POST FIBER OPTIC UTILITY MARKER FIBER OPTIC VAULT MEASURED/CALCULATED DIMENSION RECORD DIMENSION CENTERLINE RIGHT-OF-WAY NOW OR FORMERLY NATURAL GROUND CONCRETE POINT OF COMMENCEMENT POINT OF BEGINNING SQUARE FEET BACK OF CURB FLOW LINE TOP OF ASPHALT TOP OF CONCRETE NATURAL GROUND CROWN OF ROAD EDGE OF ASPHALT EDGE OF CONCRETE TOP OF BANK BOTTOM OF BANK PROPERTY LINE CENTERLINE RIGHT- OF-WAY RIGHT-OF-WAY UNDERGROUND GAS LINE UNDERGROUND SANITARY SEWER LINE UNDERGROUND ELECTRICAL LINE UNDERGROUND FIBER OPTIC LINE UNDERGROUND WATER LINE UNDERGROUND STORM SEWER LINE MAJOR CONTOUR MINOR CONTOUR FLOW LINE DRIP LINE KEYMAP MATCHLINE C2.02 MATCHLINE C2.04C2.01 C2.02 C2.03 C2.04 contents. design. date. project. 5432 B C D 1 A issue for review: issue for pricing: revisions: issue for construction: ALL SUBCONTRACTORS ARE RESPONSIBLE FOR REVIEWING ALL CONTRACT DOCUMENTS (INCLUDING SHEETS, DRAWINGS, GENERAL NOTES, SPECIFICATIONS, ETC.) AS PROVIDED BY THE ARCHITECT OR ANY OTHER CONSULTANT. REFER TO SHEETS G0.00 - G0.03 FOR ALL GENERAL NOTES RELATIVE TO THE SCOPE OF WORK AND TYPES OF DRAWINGS, ELEMENTS, AND INSTRUCTIONS FOUND ON THIS SHEET.CHRIST COMMUNITY CHURCHTRACT 17, CHENAL VALLEYLITTLE ROCK, AR 72223C3 2023.12.22 PERMIT SET L I T T L E R O C K | R O G E R S | W Y N N E w w w .e c o l o g i c a l d g .c o m p h o n e : 5 0 1 3 7 8 0 2 0 0 E :G E cological :ei ign G h okp" I nc 2023.12.22 2023.12.22 PROPOSED UTILITY LEGEND WATER LINE WATER METER SANITARY SEWER UNDERGROUND ELECTRIC LINES/CONDUIT TRANSFORMER AND CONCRETE PADT GAS LINE G GAS METER W OVERHEAD ELECTRIC FIBER LINE COMMUNICATION LINEHDY FDC FIRE HYDRANT WATER VALVE è è è è è è è è è è è è è è è è è è è è E EUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WLèèè CHENAL VALLEY DRIV E OBSERVED PRIVATE R I G H T - O F - W A Y NO DOCUMENTATION 44' WIDTH ASPHALT P A V E M E N T CHENAL V A L L E Y D R I V E OBSERV E D P R I V A T E R I G H T - O F - W A Y NO DOC U M E N T A T I O N 44' WIDT H A S P H A L T P A V E M E N T T108 T107 T87 T86 T85 T84 T80 T79 T77 T76 T74 T73 T72 T70T69 T68 T44 T43 T42 T41 T40 T39 T38 T37 T36 T35 T34 T32 T31 T30 T29 T27 T26 T24 T23 T19 T18 T17 T14 T13 T12 T11 T10 T9 T8T7 T6 H DY W W STANDARD PRIVATE FIRE HYDRANT ASSEMBLY PRIMARY ELECTRIC SERVICE CONNECTING TO TRANSFORMER PROPOSED CONNECTION TO EXISTING PRIMARY UGE (COORDINATE WITH ENTERGY) 6"X6" ANCHOR TEE W/ THRUST BLOCK & (2) 6" GATE VALVES 6"X6" ANCHOR TEE W/ THRUST BLOCK & 6" GATE VALVE 22 LF OF 6" DIP (CLASS 50) OR PVC (SDR 17 PRESSURE CLASS 250) WATER PIPE GAS SERVICE CONNECTION TO GAS MAIN (COORDINATE WITH SUMMIT UTILITIES) 6" 45° BEND W/ THRUST BLOCK 1" PROPOSED IRRIGATION METER (SET BY CAW). TEE/TAP, 1-1/2" SERVICE LINE, SETTER ASSEMBLY AND METER BOX BY CONTRACTOR 1-1/2" DOMESTIC WATER METER (SET BY CAW). ESTIMATED PEAK DOMESTIC WATER DEMAND: 86 GPM TEE/TAP, 2-1/2" SERVICE, SETTER ASSEMBLY AND METER BOX BY CONTRACTOR 1" IRRIGATION WATER SERVICE CONNECTION TO MAIN LINE [REF. CAW DETAIL 1A] 12" X 6" TAPPING SLEEVE W/ THRUST BLOCK & 6" GATE VALVE PER CAW STANDARD DETAILS AND SPECIFICATIONS [PRIVATE STARTS HERE]12" X 2" TAPPED TEE CONNECTION TO MAIN LINE [REF. CAW DETAIL 2A] APPROX. COMBINED TOTAL OF 1133 LF OF 6" DIP (CLASS 50) OR PVC (SDR 17 PRESSURE CLASS 250) WATER PIPE APPROX. TOTAL OF 895 LF OF 1-1/2" IRRIGATION WATER SERVICE APPROX. TOTAL 885 LF OF 2-1/2" DOMESTIC WATER SERVICE APPROX. 860 LF GAS SERVICE TO METER AT BUILDING (SIZE TBD - "MEDIUM PRESSURE" [2 PSI] FROM MEP) 1 SCALE: 1" = 20'-0" 40' 0' 80' UTILITY PLAN 20'NORTH C2.04 UTILITY PLAN SQ.FT. N/F C/L R/W (M) (R) N/G CONC. P.O.B. P.O.C. BOC: FL: TA: TC: CR: NG: BB: EA: TB: EC: è è EXISTING LEGEND FOUND MONUMENT AS-NOTED SET MONUMENT AS-NOTED TEMPORARY BENCHMARK (TBM) SANITARY SEWER MANHOLE (SMH) STORM SEWER MANHOLE (DMH) CURB INLET (CI) DRAINAGE OUTLET AS-NOTED ELECTRICAL VAULT LIGHT POLE CROSSWALK SIGNAL POST TRAFFIC SIGNAL POST FIBER OPTIC UTILITY MARKER FIBER OPTIC VAULT MEASURED/CALCULATED DIMENSION RECORD DIMENSION CENTERLINE RIGHT-OF-WAY NOW OR FORMERLY NATURAL GROUND CONCRETE POINT OF COMMENCEMENT POINT OF BEGINNING SQUARE FEET BACK OF CURB FLOW LINE TOP OF ASPHALT TOP OF CONCRETE NATURAL GROUND CROWN OF ROAD EDGE OF ASPHALT EDGE OF CONCRETE TOP OF BANK BOTTOM OF BANK PROPERTY LINE CENTERLINE RIGHT- OF-WAY RIGHT-OF-WAY UNDERGROUND GAS LINE UNDERGROUND SANITARY SEWER LINE UNDERGROUND ELECTRICAL LINE UNDERGROUND FIBER OPTIC LINE UNDERGROUND WATER LINE UNDERGROUND STORM SEWER LINE MAJOR CONTOUR MINOR CONTOUR FLOW LINE DRIP LINE KEYMAP MATCHLINE C2.02 MATCHLINE C2.03C2.01 C2.02 C2.03 C2.04 MATCHLINE C2.01 contents. design. date. project. 5432 B C D 1 A issue for review: issue for pricing: revisions: issue for construction: ALL SUBCONTRACTORS ARE RESPONSIBLE FOR REVIEWING ALL CONTRACT DOCUMENTS (INCLUDING SHEETS, DRAWINGS, GENERAL NOTES, SPECIFICATIONS, ETC.) AS PROVIDED BY THE ARCHITECT OR ANY OTHER CONSULTANT. REFER TO SHEETS G0.00 - G0.03 FOR ALL GENERAL NOTES RELATIVE TO THE SCOPE OF WORK AND TYPES OF DRAWINGS, ELEMENTS, AND INSTRUCTIONS FOUND ON THIS SHEET.CHRIST COMMUNITY CHURCHTRACT 17, CHENAL VALLEYLITTLE ROCK, AR 72223C3 2023.12.22 PERMIT SET L I T T L E R O C K | R O G E R S | W Y N N E w w w .e c o l o g i c a l d g .c o m p h o n e : 5 0 1 3 7 8 0 2 0 0 E :G E cological :ei ign G h okp" I nc 2023.12.22 2023.12.22 PROPOSED UTILITY LEGEND WATER LINE WATER METER SANITARY SEWER UNDERGROUND ELECTRIC LINES/CONDUIT TRANSFORMER AND CONCRETE PADT GAS LINE G GAS METER W OVERHEAD ELECTRIC FIBER LINE COMMUNICATION LINEHDY FDC FIRE HYDRANT WATER VALVE WL WL WLWLWLWLWLWLWLWLWLWLWLWLWV WV SSSSSSS S SMH NO.:3 RIM ELEVATION: 478.67' INVERT NE (6" PVC): 469.9' INVERT SE (6" PVC): 470.0' SMH NO.:4 RIM ELEVATION: 475.91' UNABLE TO ACCESS UNDER FENCE 140.6'S S SMH NO.:5 RIM ELEVATION: 473.83' INVERT NE (8" PVC): 463.8' INVERT NW (4" CLAY): 464.0' SMH NO.:6 RIM ELEVATION: 469.41' INVERT NE (8" PVC): 461.7' INVERT SW (8" PVC): 461.8' INVERT W (4" CLAY): 461.9'223.7'SSSSS S N 52° 0 7' 16" E 623. 6 2'N 11°42'56" E 684.15'SSSSSSS SMH NO.:3 RIM ELEVATION: 478.67' INVERT NE (6" PVC): 469.9' INVERT SE (6" PVC): 470.0' UNABLE TO ACCESS UNDER FENCE 140.6'T161 T160 T159 T158 T157 T156T155T154 T139 T138 T137 T136 T135 10'-0" EASEMENT TO BE DEDICATED FOR PROPOSED PUBLIC SEWER MAIN MARCELLA DRIVE CUL-DE-SAC 532 LF OF 6" PVC PIPE (SDR 26) SANITARY SEWER SERVICE @ MIN. 1.00% SLOPE W/ COTG EVERY 100 LF AND UPSTREAM OF ANY BEND AT A MINIMUM. PROVIDE MINIMUM 2'-0" COVER OVER PIPE (REF. GRADING PLANS FOR FINISH GRADE) SSMH #2 RIM: ~604.00 (EG + 6") 6" INV IN: 600.00 8" INV OUT: 598.00 360 LF OF 8" DUCTILE IRON PIPE @ 17.19% SLOPE SSMH #1 RIM: ~542.00 (EG + 6") 8" INV IN: 536.10 8" INV OUT: 536.00 360 LF OF 8" DUCTILE IRON PIPE @ 17.81% SLOPE EXISTING SSMH MANHOLE [WEST SIDE OF MARCELLA DRIVE CUL-DE-SAC] (LRWRA I.D. #10B021) RIM: 478.67 INV IN: 471.90 INV IN (SE): 470.00 INV OUT (NE): 469.90 MARCELLA DRIVE CUL-DE-SAC REMOVE & DISPOSE OF TREES 5' EACH SIDE ALONG SEWER ALIGNMENT APPROXIMATE LOCATION OF CHENAL VALLEY MARGEAUX PLACE SUBDIVIDION PROPERTY LINE DELTIC REAL ESTATE LLC PROPERTY 16" DIP WATER MAIN. 18" CLEAR SEPARATION SHALL BE PROVIDED BETWEEN WATER AND SEWER PIPES. IF SEWER IS TO TRAVEL ABOVE WATER, THE PIPE MUST BE ENCASED PER LRWRA & CAW STANDARDS AND SPECIFICATIONS IN ADDITION TO HAVING 18" CLEAR SEPARATION. CHENAL VALLEY MARGEAUX PLACE SUBDIVISION: UNDEVELOPED PROPERTY APPEARS TO ALSO BE OWNED BY DELTIC REAL ESTATE LLC APPROXIMATE PROPERTY LINE FOR 83 MARCELLA DR APPROXIMATE PROPERTY LINE FOR 81 MARCELLA DR EXISTING 8" PVC SEWER OWNED BY LRWRA (PER LRWRA AND PAGIS MAPS) REMOVE & DISPOSE OF TREES 5' EACH SIDE ALONG SEWER ALIGNMENT 1 SCALE: 1" = 50'-0" 100' 0' 200' UTILITY PLAN 50'NORTH C2.05 UTILITY PLAN SQ.FT. N/F C/L R/W (M) (R) N/G CONC. P.O.B. P.O.C. BOC: FL: TA: TC: CR: NG: BB: EA: TB: EC: è è EXISTING LEGEND FOUND MONUMENT AS-NOTED SET MONUMENT AS-NOTED TEMPORARY BENCHMARK (TBM) SANITARY SEWER MANHOLE (SMH) STORM SEWER MANHOLE (DMH) CURB INLET (CI) DRAINAGE OUTLET AS-NOTED ELECTRICAL VAULT LIGHT POLE CROSSWALK SIGNAL POST TRAFFIC SIGNAL POST FIBER OPTIC UTILITY MARKER FIBER OPTIC VAULT MEASURED/CALCULATED DIMENSION RECORD DIMENSION CENTERLINE RIGHT-OF-WAY NOW OR FORMERLY NATURAL GROUND CONCRETE POINT OF COMMENCEMENT POINT OF BEGINNING SQUARE FEET BACK OF CURB FLOW LINE TOP OF ASPHALT TOP OF CONCRETE NATURAL GROUND CROWN OF ROAD EDGE OF ASPHALT EDGE OF CONCRETE TOP OF BANK BOTTOM OF BANK PROPERTY LINE CENTERLINE RIGHT- OF-WAY RIGHT-OF-WAY UNDERGROUND GAS LINE UNDERGROUND SANITARY SEWER LINE UNDERGROUND ELECTRICAL LINE UNDERGROUND FIBER OPTIC LINE UNDERGROUND WATER LINE UNDERGROUND STORM SEWER LINE MAJOR CONTOUR MINOR CONTOUR FLOW LINE DRIP LINE KEYMAP C2.01 C2.02 C2.03C2.04 contents. design. date. project. 5432 B C D 1 A issue for review: issue for pricing: revisions: issue for construction: ALL SUBCONTRACTORS ARE RESPONSIBLE FOR REVIEWING ALL CONTRACT DOCUMENTS (INCLUDING SHEETS, DRAWINGS, GENERAL NOTES, SPECIFICATIONS, ETC.) AS PROVIDED BY THE ARCHITECT OR ANY OTHER CONSULTANT. REFER TO SHEETS G0.00 - G0.03 FOR ALL GENERAL NOTES RELATIVE TO THE SCOPE OF WORK AND TYPES OF DRAWINGS, ELEMENTS, AND INSTRUCTIONS FOUND ON THIS SHEET.CHRIST COMMUNITY CHURCHTRACT 17, CHENAL VALLEYLITTLE ROCK, AR 72223C3 2023.12.22 PERMIT SET L I T T L E R O C K | R O G E R S | W Y N N E w w w .e c o l o g i c a l d g .c o m p h o n e : 5 0 1 3 7 8 0 2 0 0 E :G E cological :ei ign G h okp" I nc 2023.12.22 2023.12.22 PROPOSED UTILITY LEGEND WATER LINE WATER METER SANITARY SEWER UNDERGROUND ELECTRIC LINES/CONDUIT TRANSFORMER AND CONCRETE PADT GAS LINE G GAS METER W OVERHEAD ELECTRIC FIBER LINE COMMUNICATION LINEHDY FDC FIRE HYDRANT WATER VALVE C2.05 SANITARY SEWER MAIN PROFILE 460 470 480 490 500 510 520 530 540 550 560 570 580 590 600 610 460 470 480 490 500 510 520 530 540 550 560 570 580 590 600 610 0+00EG 603.48INV 598.001+00EG 587.62INV 580.772+00EG 570.35INV 563.553+00EG 552.27INV 546.324+00EG 534.40INV 529.465+00EG 516.74INV 511.626+00EG 498.17INV 493.797+00EG 482.13INV 475.95N/ F D E L T IC RE A L ES T A T E L LC TWO TOW ER S RO AD L I T T L E ROCK , AR K AN S A S 7 2 2 2 3 APN : 5 3 L - 0 2 3 . 0 0 - 0 0 9 . 0 0 BOO K 2 0 2 2 , P AG E 0 6 3 5 0 9NA TURA L GROUNDWLWLWLWLWLSS SS SS SSS SMH NO . : 3RIM E LE VA T ION : 4 7 8 . 6 7 ' IN VER T N E ( 6 " PVC ) : 4 6 9 . 9 ' IN VER T S E ( 6 " PVC ) : 4 7 0 . 0 'UNDER FENCE 140.6'0+001+002+003+004+005+006+007+007+231 SCALE: 1" = 30'-0" 60' 0' 120'SANITARY SEWER MAIN PLAN 30'NORTH C2.10 SANITARY SEWER PLAN & PROFILE SQ.FT. N/F C/L R/W (M) (R) N/G CONC. P.O.B. P.O.C. BOC: FL: TA: TC: CR: NG: EA: EC: è è EXISTING LEGEND FOUND MONUMENT AS-NOTED SET MONUMENT AS-NOTED TEMPORARY BENCHMARK (TBM) SANITARY SEWER MANHOLE (SMH) STORM SEWER MANHOLE (DMH) CURB INLET (CI) DRAINAGE OUTLET AS-NOTED ELECTRICAL VAULT LIGHT POLE CROSSWALK SIGNAL POST TRAFFIC SIGNAL POST FIBER OPTIC UTILITY MARKER FIBER OPTIC VAULT MEASURED/CALCULATED DIMENSION RECORD DIMENSION CENTERLINE RIGHT-OF-WAY NOW OR FORMERLY NATURAL GROUND CONCRETE POINT OF COMMENCEMENT POINT OF BEGINNING SQUARE FEET BACK OF CURB FLOW LINE TOP OF ASPHALT TOP OF CONCRETE NATURAL GROUND CROWN OF ROAD EDGE OF ASPHALT EDGE OF CONCRETE PROPERTY LINE CENTERLINE RIGHT- OF-WAY RIGHT-OF-WAY UNDERGROUND GAS LINE UNDERGROUND SANITARY SEWER LINE UNDERGROUND ELECTRICAL LINE UNDERGROUND FIBER OPTIC LINE UNDERGROUND WATER LINE UNDERGROUND STORM SEWER LINE MAJOR CONTOUR MINOR CONTOUR FLOW LINE DRIP LINE contents. design. date. project. 5432 B C D 1 A issue for review: issue for pricing: revisions: issue for construction: ALL SUBCONTRACTORS ARE RESPONSIBLE FOR REVIEWING ALL CONTRACT DOCUMENTS (INCLUDING SHEETS, DRAWINGS, GENERAL NOTES, SPECIFICATIONS, ETC.) AS PROVIDED BY THE ARCHITECT OR ANY OTHER CONSULTANT. REFER TO SHEETS G0.00 - G0.03 FOR ALL GENERAL NOTES RELATIVE TO THE SCOPE OF WORK AND TYPES OF DRAWINGS, ELEMENTS, AND INSTRUCTIONS FOUND ON THIS SHEET.CHRIST COMMUNITY CHURCHTRACT 17, CHENAL VALLEYLITTLE ROCK, AR 72223C3 2023.12.22 PERMIT SET L I T T L E R O C K | R O G E R S | W Y N N E w w w .e c o l o g i c a l d g .c o m p h o n e : 5 0 1 3 7 8 0 2 0 0 E :G E cological :ei ign G h okp" I nc 2023.12.22 2023.12.22 PROPOSED UTILITY LEGEND WATER LINE WATER METER SANITARY SEWER UNDERGROUND ELECTRIC LINES/CONDUIT TRANSFORMER AND CONCRETE PADT GAS LINE G GAS METER W OVERHEAD ELECTRIC FIBER LINE COMMUNICATION LINEHDY FDC FIRE HYDRANT WATER VALVE SSMH #2 STA: 0+00 RIM: ~604.00 (EG + 6") 6" INV IN: 600.00 8" INV OUT: 598.00 360 LF OF 8" DUCTILE IRON PIPE @ 17.19% SLOPE SSMH #1 STA: 3+61.32 RIM: ~542.00 (EG + 6") 8" INV IN: 536.10 8" INV OUT: 536.00 360 LF OF 8" DUCTILE IRON PIPE @ 17.81% SLOPE EXISTING SSMH MANHOLE [WEST SIDE OF MARCELLA DRIVE CUL-DE-SAC] (LRWRA I.D. #10B021) STA: 7+24.70 RIM: 478.67 INV IN: 471.90 INV IN (SE): 470.00 INV OUT (NE): 469.90 APPROXIMATE LOCATION OF CHENAL VALLEY MARGEAUX PLACE SUBDIVIDION PROPERTY LINE 16" DIP WATER MAIN. 18" CLEAR SEPARATION SHALL BE PROVIDED BETWEEN WATER AND SEWER PIPES. IF SEWER IS TO TRAVEL ABOVE WATER, THE PIPE MUST BE ENCASED PER LRWRA & CAW STANDARDS AND SPECIFICATIONS IN ADDITION TO HAVING 18" CLEAR SEPARATION. PARCEL ID: 53L0260168776 SCHNEIDER, MICHAEL G/RACHEL R OWNER ADD: 83 MARCELLA DR OWNER CITY: LITTLE ROCK, AR OWNER ZIP: 72223-8907 APPROXIMATE PROPERTY LINE FOR 83 MARCELLA DR APPROXIMATE PROPERTY LINE FOR 81 MARCELLA DR EXISTING 8" PVC SEWER OWNED BY LRWRA (PER LRWRA AND PAGIS MAPS)REMOVE & DISPOSE OF TREES 5' EACH SIDE ALONG SEWER ALIGNMENT SSMH #2 STA: 0+00 RIM: ~604.00 (EG + 6") 6" INV IN: 600.00 8" INV OUT: 598.00 SSMH #1 STA: 3+61.32 RIM: ~542.00 (EG + 6") 8" INV IN: 536.10 8" INV OUT: 536.00 360 LF OF 8" DUCTILE IRON PIPE @ 17.19% SLOPE 360 LF OF 8" DUCTILE IRON PIPE @ 17.81% SLOPE FINISH GRADE = EXISTING GRADE EXISTING SSMH MANHOLE [WEST SIDE OF MARCELLA DRIVE CUL-DE-SAC] (LRWRA I.D. #10B021) STA: 7+24.70 RIM: 478.67 INV IN: 471.90 INV IN (SE): 470.00 INV OUT (NE): 469.90 16" DIP WATER MAIN. 18" CLEAR SEPARATION SHALL BE PROVIDED BETWEEN WATER AND SEWER PIPES. IF SEWER IS TO TRAVEL ABOVE WATER, THE PIPE MUST BE ENCASED PER LRWRA & CAW STANDARDS AND SPECIFICATIONS IN ADDITION TO HAVING 18" CLEAR SEPARATION. 2 HORIZONTAL SCALE: 1" = 30'-0" VERTICAL SCALE: 1" = 20-0"' SANITARY SEWER MAIN PROFILE PROJECT INFORMATION: OWNER:CHRIST COMMUNIY CHURCH 16603 CANTRELL RD, SUITE 1 LITTLE ROCK, AR 72223 OWNER CONTACT:TBD PROJECT 911 ADDRESS:TBD CIVIL ENGINEER: ROBERT H. HELVEY, PE 120 S. IZARD ST. LITTLE ROCK, AR 72201 RHELVEY@ECOLOGICALDG.COM 501-516-1133 UTILITY NOTES: 1.EXISTING STRUCTURES AND UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND FOR INFORMATION PURPOSES ONLY. ALL STRUCTURES AND UTILITIES MAY NOT BE SHOWN. ALL EXISTING UTILITY LOCATIONS MUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION (WHETHER SHOWN OR NOT SHOWN). UTILITY SERVICE MUST BE MAINTAINED DURING AND AFTER CONSTRUCTION 2.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES. 3.ALL WATER MAIN AND WATER SERVICE LINE WORK MUST BE PERFORMED IN ACCORDANCE WITH CENTRAL ARKANSAS WATER (CAW) STANDARD SPECIFICATIONS AND DETAILS, AND SHALL BE COORDINATED WITH CAW. 4.WATER LINES SHALL HAVE A MINIMAL HORIZONTAL SEPARATION OF TEN (10’) FEET FROM ALL SEWER LINES EXCEPT FOR CROSSINGS. THE WATER LINE SHALL PASS ABOVE THE SEWER LINE WITH A MINIMUM OF 18” OF VERTICAL SEPARATION AND MAINTAIN A MINIMUM GROUND COVER OF 30” ABOVE THE WATER LINE. WHERE 18” OF VERTICAL SEPARATION AND 30” OF GROUND COVER CANNOT BE MAINTAINED OR WHERE THE WATER LINE PASSES UNDER THE SEWER LINE, THEN EITHER THE WATER LINE OR THE SEWER LINE SHALL BE ENCASED AS PER ADH AND CAW REQUIREMENTS. A MINIMUM OF 6” CLEARANCE SHALL BE MAINTAINED BETWEEN ENCASEMENT PIPE AND UNENCASED LINES IF WATER LINE IS ABOVE THE SEWER, OR 18” CLEARANCE IF WATER IS BELOW THE SEWER. 5.ALL SANITARY SEWER MAIN AND SERVICE LINE WORK MUST BE PERFORMED IN ACCORDANCE WITH LITTLE ROCK WATER RECLAMATION AUTHORITY (LRWRA) STANDARD SPECIFICATIONS AND DETAILS, AND SHALL BE COORDINATED LRWRA. 6.THE CONTRACTOR SHALL COORDINATE THE CONNECTIONS TO THE EXISTING WATER LINES WITH CENTRAL ARKANSAS WATER (CAW). 7.PROVIDE THRUST BLOCKING FOR THE PROPOSED WATERLINES PER CENTRAL ARKANSAS WATER (CAW) STANDARD SPECIFICATIONS & DETAILS. 8.ALL WATER AND SEWER LINES AND SERVICES CROSSING ROADWAYS ARE TO BE BACKFILLED WITH COMPACTED CLASS 7 AGGREGATE BASE COURSE. PARCEL ID: 53L0260169017 OWNER: DELTIC REAL ESTATE LLC OWNER ADD: 210 E ELM ST OWNER CITY: EL DORADO, AR OWNER ZIP: 71730-6104 PARCEL ID: 53L0230000900 OWNER: DELTIC REAL ESTATE LLC OWNER ADD: 210 E ELM ST OWNER CITY: EL DORADO, AR OWNER ZIP: 71730-6104 PARCEL ID: 53L0260168777 OWNER: WILLIAMSON, MARK S OWNER ADD: 81 MARCELLA DR OWNER CITY: LITTLE ROCK, AR OWNER ZIP: 72223-8907