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Home My WebLink AboutC3.1 Offsite Grading & Utility Plan pg. 04Ul z 3 a U U N U T d N 0 N co 0 0 0 N 0 N 0 dl a 0 i3 4.� t3 04 at r, Gt c. W TC 86 .76 IEEP> CONCRETE PAD (S 862.75 i i ;i xi111 862.49 862.75 863.00 STRIPING 6" WATER TC 862.43 85 L.F. OF 24" RCP 0.30% 863.43 TC 860. 8 NOTE: NO CURB ALONG H.C. PARKING STALLS. (SEE DETAIL ON SHEET C5.1) STORM I'■ TYPE R- P. 1NV=85 .67 #108 ING 455 -C STORM E N. 858.99 TYPE INV =8 C =60.4 85.93 1/ 863.031 HP 859.91 C 880. IN V,= B58:40 r i GRADE. SEE DETAIL -THIS SHEET PROPOED BUILDING_ W 4215 G /C CASTIN LATERAL •v 0 ®1.0% ER M�� TOR= 862.50 175 L.F. OF 15" PROPOSED TRANSFORMER FOR GRADING AT FRONT ENTRY (SEE DETAIL ON SHEET C5.1) F.F. ELEV.= 863.50 PROPOSED KNOX BOX LOCATI ON RCP 0 0.40 98 PAINT NOTE: STRIPING STORM STR. #103 TYPE "E" INLET W/ NEENAH R- 3287 -15V CASTING TOR 861.78 INV.= 857.26 6" GATE VALVE STORM STR. #10 INLET W/ NEENAH CAS TYPE R- TOR =85 INV= 855.30 863.03 PROPOSED FIRE EPARTME CONNECTION OPO HYDRANT 862 C 862 860.2 .77 STORM S INLET HP 859.91 C ;59 ff4:1:1014.1 SWALE 0.3% GRADE E: ,/x`00 YR. ELEV. 858.99 STORM L.F. OF PROPOSED FIRE HYDRANT 272 LF RCP 0 0.70% GRADE. STR. #104 STING 3455 -C' HP 859.89 4" RCP O 860.50 1 1 1 1 1 1 1 -EX USIVE UTLITY EASEMENT d�V 4.7 W17tO Mr RCP 00.17 END SECTION INV 855.61 �f STORM STR. #112 INLET TYPE "J" I W/ NEENAH CASTING TYPE R- 3403 -F 'TOR =858.93 INV= 855.92 1860.50 1860.50 p N 5trff10O INV 854.71 END SECTION INV= 854.72 END SECTION WI RESTRICTOR PLATE INV.= 853.43 I (SEE DETAIL}--' 17 LF. OF 12" RCP 00.3896 STORM STR. #115 TYPE "J" MANHOLE W/ NEENAH R1772 CASTING TOR 859.00± (MATCH EXIST.) STORM STR. #113 TYPE "J" INLET W/ NEENAH R3403 -F CASTING TOR =859.00 INV.= 853.36 GENERAL 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 CON TRACTOR 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. I t r .414.411. 0 'HALT VG AREA I 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. 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. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRO BATH" CONDITIONS. STORM STR. #110 TYPE "E" INLET W/ NEENAH R- 4215 -C CASTING TOR= 864.00 INV 858.28 195 L.F. OF 15" RCP 0 0.50% STORM STR: #109 TYPE "E" INLET ,W/`NEENAH R- 4215 -C CASTING TOR= 862.00 INV= 859.25 EDGE OF ASPHALT EDGE OF ASPHALT 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. 11. EDGE OF ASPHALT f___ 7 TOS TOS TOS .RS /iO�y TOS TOS 1OS "T4S-. TOS -TOS TOS TOS -T05 1 STORM STk. X100 -A TYPE N E W INLET W/ NEENAH R703 G C CASTIN-, TOR= 862.00 INV= 859.00 J I TOS a. TO= 4 Tn5 4 TQS SOS TOS TOS TOS OVERHEAD, UTILITIES RUN ALONG WEST R.O.V. LINE OF U.S.R. 31 US #31 NORTHBOUND US #31 SOUTHBOUND TOS EXISTING TELEPHONE LINE SHALL BE RELOCATED OR REPLACED AT A SUFFICIENT DEPTH TO ACCOMMODATE PROPOSED GRADES. TOS 187 L.F. OF FRONTAGE ROAD PRO 2 PUBLIC WATER MAIN 12" RCP APSHALT PAVEMENT) 0 0.32% EDGE OF ASPHALT GRASS P.I.V. y\-- 6" GATE VALVES 3" GATE VALVE 1 II 3" DOMESTIC WATER. METER TO BE LOCATED INSIDE BUILDING TO PROPOSED- FIRE HYDRANT WATER SERVICE DETAIL SCALE: 1"=10' 6x6x8 TEE N t N d j 5 1 EDGE OTASPHALT i 1 PROPOSED SIGN "x1'- 4 "x6' -0 0 GAT V-AL -VE 2" PRIVATE FORCE MAIN SGREEN -WAEL 1 (SEE A ECTURAL PLANS) L9'1 c o miametirwmt v A ■iris!,. c. o.1 98 6" W 6x6x6 TEE 3" GA T± VALVE 3" DOMESTIC WATER. METER TO BE LOCATED INSIDE BUILDING 6" FIRE LINE TO FOC! GRASS STORM dTR. #102 TYPE "E INLET W/ NEENA4 R- 4215 -C CASTING TOR =862. 0 INV. 857.74 PAVEMEN r.re� :t I.- I SAWCUT i• i cf{SNCRETE\DUMPS 6, 1 (SEE DETAIL) 111 L.F. OF 15" RCP 0 0.40% GRADE. 1 6'` PVC SANITARY LATERAL 01.0% 1 P.I.V. 1 1 1 1 1 1 EXTEND WATER MAIN TOE f" 4) 0 Ille ill 6 111111 1 SCALE: 1"=40' SAS UCT OM() PROPOSED OFFSITE DRAINAGE EASEMENT (SEE SHEETS C3.1 C3.2) PROPOSED 20' DRAINAGE EASEMENT M.E. EP BC TC HP TC 000.50 BC 000.00 ASPHALT PARKING LOT CAUTION PROPOSED SANITAR4 FORCE MAIN PROPOSED LIFT STATION GAS P PLATTED BEARING AND DIMENSION D DEEDED BEARING AND DIMENSION LSR. LOCAL SERVICE ROAD EXISTING SYMBOL LEGEND GUY ANWOR WAlER VALVE EXISTING FIRE HYDRANT TELEPHONE PEDESTAL SIGN GAS VALVE GAS LINE MARKEI? QUITCLAIM DEED INST. NO. 2003-00046802 12156 MERIDIAN ASSOCIATES, RECORDED ON MAY14, 2003 9.241± ACRES MID STORM STR. #114 TYPE N J" MANHOLE WI NEENAH R1772 CASTING TOR=857.00* MATCH EXISTING IMMI MO MI r 40' 80' SYMBOL LEGEND NE PVC Inv. 856.86 SE e PVC Int 856.86 W 6' PVC 857.28 EXISTING CHAIN LINK fENCE GAS UNDERGROUND GAS LNES W1R UNDERGROUND WAIN LINES UGT UNDERGROUND TELEPHONE LINES OVIID OVERHEAD 1/11.117 LINES ROW RIGHT OF WAY SHOISS EXISTING [LORNE WIN DIRECTION MINOR CONTOUR INTERVAL ONE 11 FOOT /MEASURED BEARING AND DIMDVSION TELECOMMUNICATIONS MANHOLE ELECTI?IC MANHOLE RIGHT-OF-NY MARKER FOUND OVERHEAD UTILITY P011 {1. fi SURVEY MONUMENT FOUND (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 l000.00k 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 OF 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. RESTORE BERM TO ORIGI CONDITION AFTER INSTA OF STORM SEWER. EXIST LANDSCAPING SHALL BE AS DIRECTED BY OWNER. OM 411MINIMIMM•■ 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 a. o CL Z g r 44) Z h 4e 4 a r4 0.4 cn i t4 rt) CM cn r e c rg C:1 Z P cc cr) 0 cc CL F- z 0 z 0 cr o cc cc o w o Cid Lai r 1 1 3 en V co DRAWING NO. 03.1 SHEET OF TITLE: PROPOSED GRADING AND MIL. PLAN