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Home My WebLink AboutV-3-03 SP-3 Grading & Drainage Planr ot PROPOSED TREE L INE '2'- ORY W REI-100E 13,114 sq. f't. INSTALL O.T STANDARIn GALVA tZED STEEL GUA(RD RAIL/ 12'x20 DUMPSTER WITH 6' (NIGH) WOOD PRIVACY FENCE Ef. ST NG CONTRACTOR SHALL PROVIDE TEMPORARY FENCING DURING CONSTRUCTION e EDGE OF TREEL INE 4 DISPLAY 'DO NOT DISTURB' TNROUG -4OUT PROJECT x ELECTRICAL A TRANSFORMER ExIET NC S..)AL X 1 SIAMESE FIRE CONNECTION 20' TRENCH DRAIN SEE DTL s /SP -5 x CONC U.4LK SEE DTL )/SP -1 24' C. CURB SEE DTL ./SP-5 12" RETAINING WALL SEE DTL */SF-5 x EXISTING DRAINAGE OUTLET- EASING UTLET EXISTING -CURB INLET A x 0 0 EXISTING CURE INLET F L 83238' W W 0 0 0 0 —T —T —T GAS GAS GAS E TCOM EXISTING LEGEND EXISTING SANITARY MANHOLE EXISTING WATER LINE b RAIL PCT FEN( E UNDERGROUND TEI LPNONE EASEMENT ,ETBAt_ K LINE CENTERL INE IINDFRL',R(.UND t,A MAIN UNDERC,ROUND TELE (')MMI INI( ATI( PROPERTY or R L INF UNDERGROUND F t E LTRI( L EWER EXISTING STORM C LWt R U 1RB INLET 8 x8 AMERITL' H PHONE PLE)G JAL CINERCY ELECTRIC BOX STRE ET SIGN GAS VALVE EXISTING C(INT(>UR VEGETATION SANITARY MANH(71 F EXISTING HUSH EXIST NG TRLF EXISTING IRON PIN FOUND EXISTING CAT( H BA EXISTINC WATER VALL x EXISTING 2' CONC. CURB x c EXISTING CURB INLET B E GAS V fat O MANHOL� PROPOSED LEGEND GAS V 1 767.51 58 x 834 834 4- Ex■SL'NG 4 DRAN C?% y TELEPHONE MARKER PEDESTAL CONC ONC RETL (ERE c� N AC) LINER PROPF R T LINE N, i t 4 L)R OP >SEL> ,10kM `,EWER NN PROPOSED l INt)F kt,RC (JND EL ECTRI(_ N l IW L INE L`F AA L PROPOSED I INDEP(lPDUND I A` PROPOSE C> JNDERGRJUND WATER FLOW ARROW PROPOSE D (,RADF ALA ALF HE A, r DUTY ASf'HAL1 FAVEMr NT +,H T -DUTY A .SHALT PAVE MI N1 NCRF TL AVEMENT If l t PHONE F EDE JAL_ E XIc TING SPOT ELE JATI<)N PROP ,EL) SPOT E LE VATION E xi' TING RUPoSE D ()NTH )UR r ELECTRICAL TRANSF9RMER 4P TELE HONE PEDESTAL EXISTING STORM MANHOLE NN EXISTING STORM BEEHIVE ExISTING SANITARY MANHOLE T- DRAINAGE GRADING NOTES 1 THIS EXISTING TOPOGRAPHIC SURVEY IS BASED ON FIELDWORK BY KEELER -WEBB ASSOCIATES, PROJECT No 9501-025 9612 -007, DATED 2/13/95 ,12/18/96 11/01/2002 2 CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK 3 ALL GRADING /EARTHMOVING WORK TO BE DONE IN STRICT ACCORDANCE WITH ALL STATE AND LOCAL CODES AND REQUIREMENTS 4 LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE SOIL EROSION 5 PRIOR TO ANY OTHER CONSTRUCTION, A STABILIZED CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE ALONG EXISTING DRIVE 6 THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM THE AREA SHALL BE STABILIZED AS QUICKLY AS PRACTICAL WITH TEMPORARY SEEDING PER AMOUNTS SHOWN ON SHEET C4 7 SEE SHEET C4 FOR EROSION CONTROL NOTES AND PLAN. 8 PRIOR TO CONSTRUCTION OF ANY PERMANENT STRUCTURES, ALL TOPSOIL AND ORGANIC MATTER, FROZEN, WET SOFT, LOOSE, OR UNDESIRABLE SOIL SHALL BE REMOVED. TOPSOIL SHALL BE REMOVED TO A MINIMUM DEPTH OF SIX INCHES (6 OR AS NECESSARY TO REMOVE ORGANIC MATTER IN THE AREAS TO BE OCCUPIED BY ROADS. WALKS AND DESIGNATED BUILDING AREAS 9 TOPSOIL SHALL BE SEPARATED FROM SUITABLE FILL MATERIALS AND SHALL NOT BE USED AS FILL UNDER ANY CONSTRUCTION AREAS OR FUTURE EXPANSION AREAS 10 STORM SEWER STRUCTURES SHALL COMPLY WITH CURRENT SPECIFICATION OF THE CITY, COUNTY AND ALL AGENCIES IN RESPECT TO DESIGN AND QUALITY OF CONSTRUCTION GRANULAR BACKFILL SHALL BE REQUIRED UNDER ALL PAVEMENT AREAS AND WITHIN 5 FEET OF THE EDGE OF PAVEMENT AREAS. 11 PRECAST CONCRETE AND STEEL FOR MANHOLES AND INLETS SHALL BE IN ACCORDANCE WITH ASTM C -478 12 TRENCHES SHALL BE OPENED SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL OBSTRUCTIONS, AND SHALL BE PROPERLY PROTECTED AND /OR BARRICADED WHEN LEFT 13 TRENCHES SHALL BE SHEETED AND GRADED AS NECESSARY TO PROTECT WORKMEN AND ADJACENT STRUCTURES ALL TRENCHING SHALL BE DONE IN ACCORDANCE WITH 0 S H A STANDARDS TO PROTECT WORKMEN. 14 THE SUBGRADE SHALL BE PROOFROLLED WITH SUITABLE EQUIPMENT AND ALL SPONGY AND OTHERWISE UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL 15 ALL FILLED PLACES UNDER PROPOSED STORM AND SANITARY SEWER LINES AND /OR PAVED AREAS SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY AS DETERMINED BY MODIFIED AASHTO T -180 COMPACT TEST OR 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AASHTO T -99 16 EXTRA STRENGTH REINFORCED CONCRETE PIPE TO BE PLACED UNDER PAVED AREAS AND A MINIMUM COVER OF 24" SHALL BE MAINTAINED 17 STORM WATER SEDIMENT TRAPS SHALL BE CLEANED WHEN THEY BECOME HALF FILLED WITH SEDIMENT AND AFTER PERMANENT GROUND COVER HAS BEEN ESTABLISHED 18 THE ABOVE PROPERTY DOES NOT LIE WITHIN A KNOWN FLOOD PLAIN (ZONE 0) PER FEMA FLOOD INSURANCE RATE MAP, PANEL NO 180081-0008-0, EFFECTIVE DATE MAY 19, 1981 19 ALL PROPOSED GRADES SHOWN ARE TOP OF PAVEMENT OR GRADE UNLESS OTHERWISE NOTED 20 REMOVE ALL TREES AND STUMPS FROM AREA TO BE OCCUPIED BY ROAD AND SURFACED AREAS REMOVAL OF TREES OUTSIDE THESE AREAS SHALL ONLY BE DONE AS NOTED ON DRAWINGS OR APPROVED BY THE OWNER 21 ALL BRUSH, STUMPS, WOOD AND OTHER REFUSE FROM THE TREES SHALL BE BURIED ONSITE OR REMOVED TO DISPOSAL AREAS OFF OF THE SITE DISPOSAL BY BURNING SHALL NOT BE PERMITTED UNLESS PROPER PERMITS ARE OBTAINED (WHERE APPLICABLE) THE LOCATION OF ON SITE BURY PITS SHALL BE DESIGNATED BY THE OWNER OR THE ENGINEER 22 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF TOPS, TRUNKS AND ROOTS OF EXISTING TREES ON THE PROJECT SITE THAT ARE TO REMAIN. EXISTING TREES SUBJECT TO CONSTRUCTION DAMAGE SHALL BE BOXED, FENCED OR OTHERWISE PROTECTED BEFORE ANY WORK IS STARTED, DO NOT STOCKPILE WITHIN BRANCH SPREAD REMOVE INTERFERING BRANCHED WITHOUT INJURY TO TRUNKS AND COVER SCARS WITH TREE PAINT 23 REMOVE ALL ORGANIC MATERIAL FROM THE AREAS TO BE OCCUPIED BY BUILDINGS, ROADS, WALKS AND PARKING AREAS PILE AND STORE TOPSOIL AT A LOCATION WHERE IT WILL NOT INTERFERE WITH CONSTRUCTION OPERATIONS. TOPSOIL SHALL BE REASONABLE FREE FROM SUBSOIL, DEBRIS, WEEDS, GRASS, STONES, ECT. 24 AFTER COMPLETION OF SITE GRADING AND SUBSURFACE UTILITY INSTALLATION, TOP SOIL SHALL BE REPLACED IN AREAS DESIGNATED ON THE EROSION CONTROL PLAN FOR SEEDING AND OR SODDING ANY REMAINING TOP SOIL SHALL BE USED FOR FINISHED GRADING AROUND STRUCTURES AND LANDSCAPING AREAS 25 CONTRACTOR SHALL PERFORM ALL CUTTING, FILLING, COMPACTING OF FILLS AND ROUGH GRADING REQUIRED TO BRING ENTIRE PROJECT AREA TO GRADE AS SHOWN ON THE DRAWINGS. 26 ROUGH GRADING THE TOLERANCE FOR PAVED AREAS SHALL NOT EXCEED 0.10 FEET PLUS OR MINUS ABOVE THE ESTABLISHED SUBGRADE. ALL OTHER AREAS SHALL NOT EXCEED 0.10 FEET PLUS OR MINUS THE ESTABLISHED GRADE. ALL BANKS AND OTHER BREAKS IN GRADE SHALL BE ROUNDED AT THE TOP M40 BOTTOM. 27 THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO START OF CONSTRUCTION IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING OF EARTH 28 MINOR ADJUSTMENTS TO THE GRADES MAY BE REQUIRED TO EARTHWORK BALANCES WHEN MINOR EXCESS MATERIAL OR SHORTAGES ARE ENCOUNTERED IT IS RECOGNIZED BY THE PARTIES HERETO THAT THE CALCULATIONS OF THE ENGINEER IN DETERMINING EARTHWORK QUANTITIES SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARDS FOR SUCH CALCULATIONS. FURTHER, THAT THESE CALCULATIONS ARE SUBJECT TO THE INTERPRETATIONS OF SOIL BORINGS AS THE PHYSICAL LIMITS OF THE VARIOUS SOIL TYPES, ALSO THE ALLOWABLE VARIATION IN FINISH GRADE AND COMPACTION PERMITTED THE CONTRACTOR, AND THAT ALL OF THESE PARAMETERS MAY CAUSE EITHER AN EXCESS OR SHORTAGE OF ACTUAL EARTHWORK MATERIALS TO COMPLETE THE PROJECT. IF SUCH AN ACTUAL MINOR EXCESS OR SHORTAGE OF MATERIALS OCCURS, THE CONTRACTOR SHALL CONTACT THE ENGINEER TO DETERMINE IF ADJUSTMENTS CAN 8E MADE TO CORRECT THE IMBALANCE OF EARTH GRADIP /DRAINAGE PLAN 30 45 60 GRAPHIC SCALE IN FEET 1 inch 30 ft 90 150 PROD. NO= 0210-080 DRAWN BY: COD CHECKED BY: ALD DATE 11/06/02 FOR TAC REVEW C7 z KEELER-WEBB ASSOCIATES Consulting Engineers Planners Surveyors 486 GRADEE DRIVE CARMEL, INDIANA 46032 TELEPHONE (317) 574 0140 E -mail: infoOkeelerwebb.com T AR(�1�EC't'S eax FERGUSON srtEE'r INDwMPa.rt roww4022o PHONE ar+►uaaaa