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Home My WebLink AboutC3.1 Proposed Grading & Utility Plan pg. 04GENERAL GRADING NOTES ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 5. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR 6. SHALL NOTIFY THE ENGINEER IMMEDIATELY. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 'HALT vG AREA 863. 0 863.00 C 86 BC 863 BC 863. 0 PROPOSED YDRANT TAPP I SLEE G VALVE BY I.W.C. CONCRETE .DIJMF PAD (SEE DETAIL 862.75 TC 863.60 BC 863.10 863.00 GAS METER-- PROPOSED RRt4VORMER PROOQSED GENERATOR YELLOW PAINT STRIPING O 0.507E DRY DETENTION BASIN 6' PERFORATED SUB SURFACE- DRAIN 0.3076 863.43 STORM TYPE R- INV =85 TC 86 0 .80 NOT NO CURB ALONG H.C. PARKING STALLS. (SEE DETAIL ON SHEET C5.1) 860.50 TC 860. TC 86 .0 86 5 PRIVATE LIFT STATION #108 ING 455 -C STORM TYPE INV =8 STR. #107 TING 3455 -C 5.30 GAS METER PJWP OSED TRANSFORfi PROPOSED GENERATOR YELLOW AINT STRIPI 863.03 HP 859.91 OPO HYDRANT 1 STORM S INLET NOTE: FOR GRADING AT FRONT ENTRY (SEE DETAIL ON SHEET 05.1) F.F. ELEV.= 863.50 PROPOSED KNOX BOX LOCATION STORM STR. #103 TYPE "E" INLET W/ NEENAH R- 3287 -15V CASTING TOR= 861.78 INV. 857.26 T 863.30 862.80 STORM #10 INLET W/ NEENAH CAS TYPE R- TOR =85 1 INV=855.30 PROPOSED FIRE EPARTMENT CONNECTION BC 863.10 BC 862.91 C 863.00 C 859 c;6 .0 BC 862.60 BC 862.06 C 859.69 859 9 TC 860.27 C 859 77 863.43 HP 859.91 T 86 C 860 ..105 E "J" N 55 -C 12, L.E. OF RCP 0.30% HP 859.89 62.82 C :62.82 86 3 C86.00 8.4 50 CONNECT SUB SURFACE DRAIN TO STR. \#113 :1..1 :1 860.50 860.50 TAPPING VALVE SLEEVE BY I.W.C. 6" :PERFORATED SUB SURFACE DRAIN SAWCUT PAVEMENT` STORM STR. #110 TYPE 'E' INLET W/ NEENAH R- 4215 -C CASTING TOR= 864.00 INV=858.28 1.0"„P STRIP 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and depth SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. TOS TOS 1S �T9S_ TOS 1 STORM STR. #112 I INLET TYPE "J" 1 1 W/ NEENAH CASTING TYPE R-3403-F 'TOR =858.93 INV =85 •2 195 L.F. OF 15" RCP 0 0.50% 4.111 JEW i RCP 0 0.17 EDGE OF ASPHALT S STORM STR TYPEr "tE" INLET ,W NNEENAH R- 4215 -C CASTING TOR= 862.00 INV 859.25 EDGE OF ASPHALT EDGE OF ASPHALT 860.50 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO CITY OF CARMEL STANDARDS. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. 14. DUE TO SITE CONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORT OR EXPORTS. 15. THE SITE IS LOCATED IN FLOOD ZONE X PER FIRM PANEL 18057CO208F DATED FEBRUARY 19,2003. STORM STS. #10 TYPE "E INLBT W/ NEENAH R70 C CA TOR= 862.00 INV= 859.00 END SECTION t avu INV= 855.08 r 65 1 O BOTO 0 RCP o /SWALE 0.3% GRADE f '00 E 85B. 13CrIT EtEt/785 PIA f IIIIIIIIM 187 L.F. OF FRONTAGE ROAD 12" RCP (APSHALT PAVEMENT) 00.32% OVERHEAD. UTILITIES RUN ALONG WEST R.OW. LINE OF U.S.R. 31 15' WEST BUFFER YARD US #31 NORTHBOUND US #31 SOUTHBOUND -TOS -TOS `EXISTING TELEPHONE LINE SHALL BE RELOCATED OR REPLACED AT A SUFFICIENT DEPTH TO ACCOMMODATE PROPOSED GRADES. PROPOSED 12" PUBLIC WATER MAIN (SEE SHEET C6.1) EDGE OF ASPHALT wasomo■ r 1 i 6" FIRE LINE TO FDC GRASS P.I.V. ECTURAL 272 L.F RCP t GRADE. 6" GATE VALVE 8 "x8 "x6" TEE 6" GATE VALVE 3" GATE VALVE 3" DOMESTIC WATER. METER TO BE LOCATED INSIDE BUILDING WATER SERVICE DETAIL SCALE: 1"=10' 6" GA V*L-VE STORM dTR. #102 TYPE "E "l NLET W/ NEENA4 R- 4215 -C CASTING TOR =862. 0 INV. 857.7 svo� -sr.�- a PAVEMEN 6" GATE VALVE 8 "x8 "x6" TEE 6" GATE VALVE 3" GATE VALVE 3" DOMESTIC WATER. METER TO BE LOCATED INSIDE BUILDING GRASS STORM STR. #113 TYPE "J" INLET W/ NEENAH R3403 -F CASTING TOR= 859.00 INV. 853.36 17 L.F. OF 12" RCP 0 0.3876 STORM STR. #115 TYPE "J" MANHOLE W/ NEENAH R1772 CASTING TOR 859.00± (MATCH EXIST.) 14:1'LANTU G S 5`TRIP v\ 1 L. OF 15" I RCP ®0.40% 864 I GRAPE I I �I P.I.V. 6" FIRE LINE TO FDC 2" PRIVATE FORCE MAIN INSTALL BY OPEN CUT ACROSS FRONTAGE ROAD LINE MAY BE BORED WITH APPROVAL FROM OWNER AT NO ADDITIONAL COST EXTEND WATER MAIN TO IE. Arr 1 fR'G LOT PROPOSED OFFSITE DRAINAGE EASEMENT (SEE SHEETS C3.1 C3.2) SCALE: 1"=40' GAS WTR UGT OVHD P PLATTED BEARING AND DIMENSION D DEEDED BEARING AND DIMENSION LR LOCAL SERVICE ROAD M.E. EP BC TC HP TC 000.50 BC 000.00 CAUTION X- x- X- x- X- X -x X SYMBOL LEGEND STORM STR. #114 TYPE "J" MANHOLE W/ NEENAH R1772 CASTING TOR=857.00± MATCH EXISTING INV.=853.04 PROPOSED 20' DRAINAGE_ QUITCLAIM DEED EASEMENT T. NO. 2003-00046802 r San. 101 T.C. 864.50 NE 2' PVC Inv. 856.86 E 8' PVC Inv. 856.53 SE 6' PVC Inv. 856.86 w 6' PVC 851.28 INV (NW)= 856.63 12156 MERIDIAN ASSOCIATES, LC RECORDED ON MAY 14, 2003 9.241± ACRES DEED EXISTING CHAIN LINK FENCE GAS UNDERGROUND GAS LINES WIR UNDERGROUND WATER LINES UGl UNDERGROUND TELEPHONE LINES OVHD OVERHEAD UIIUTYLINES ROW RIGHT OF WAY CENTERLINE OFRIGHT-OF-WAY SHOWS EXISTING FLOI NlNE CH DIRECTION MAR CONTOUR INTERVAL H(5 fff( MINOR CONTOUR INTERVAL aYE(I) FOOT C= CALCU(AffDBEARING AND UId�ENSla9 M= MEASURED BEARING AND DIMENSION TELECOMMUNICATIONS MANHOLE ELECTRIC MANHOLE GUY ANCHOR WATER VAL If EXISTING FlREHYDRANT r RIGHT-OF-WAY MARIO FOUND TELEPHONE PEDESTAL OVERHEAD UTILITYPLkf SIGN GAS VALVE GAS LINE MARKER ft SURVEY MONUMENT FOUND (AS NOT@) SECTION CORNER ICONUWNT (AS NOTED) PROPOSED GRADING LEGEND MATCH EXISTING EDGE OF PAVEMENT BOTTOM OF CURB TOP OF CURB HIGH POINT CONTOURS FLOW LINE PROPOSED WATER LINE PROPOSED ELECTRIC TELEPHONE LINES PROPOSED GAS LINE PROPOSED FORCE MAIN CURB ELEVATIONS IOOO.00 NOTES: 1. WHERE WATER LINES AND SEWERS CROSS AND THE WATER LINES CANNOT BE PLACED ABOVE OR BELOW THE SEWER WITH MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PLASTIC (S.D.R. 26) SEWER PIPE WITH GASKETED, COMPRESSION -TYPE JOINTS WITHIN TEN FEET OF THE WATER LINE. SPOT ELEVATIONS 2. WHERE WATER LINES AND SEWERS RUN PARALLEL AND A MINIMUM SEPARATION DISTANCE or TEN FEET CANNOT BE MAINTAINED, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PLASTIC (S.D.R. 26) SEWER PIPE WITH GASKETED, COMPRESSION -TYPE JOINTS. NOTE: RESTORE BERM TO ORIG CONDITION AFTER INSTA OF STORM SEW. EXIST LANDSCAPING SHALL BE AS DIRECTED BY OWNER, THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 382 -5544 CALL TOLL FREE INDIANA UNDERGROUND DRAWING NO. SHEET OF TITLE: PROPOSED GRADING AND W1L PLAN 0 0 0 a_ N O co 0 0 0 N z m 0) 0 c 0 0 0 0 w z IN2004.0387.071.PH2.C21. C21- C42aPLANS.DWG