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Home My WebLink About04100007-10, 13, & 15 KFC & Lohn John Silvers - Grading Plan - C3.01 tl tl 0 64200** 1 {..i... O w 0 t \i/ CA: r r O w z w z 0 iiiiimoioi 45.01' 842.40* PROP. SILT FENCE 841.96 8402.34_.- 4 T r ASPHALT SILT FENCE 03 co l co EX. CONCRETE PROP. SILT FENCE ^EX. ASPHALT"-- -STRIP MALL EX. BUILDING //I/ 4/. /./1111L1.� 1J1J1 842 *(89 "E 204.99' S89'55'00 "W EX. BUILDING 204.99' FURS --`J- 1 7777777777777777 T� Illllll/l// 7//// 777777777111111TllllllTll ll�///7 N -839 EX. WALL co co D m v r r/ PROP.- k FENCE r it f r I rl EX. /CONCRE 1 EX. BUILDING —PROP. R/W- 4 Y A r Fl t;i r ca rp 1 o• D 000 000 N OOO.00t�� 0.0% 0 LEGEND EXISTING TREE 20 10 HORIZONTAL SCALE IN FEET PROPERTY MARKER CENTERLINE PROPERTY LINE PROPOSED RIGHT—OF--WAY EXISTING CURB EXISTING BOLLARD EXISTING SIGN EXISTING UTILITY POLE EXISTING LIGHT POLE EXISTING ELECTRICAL TRANSFORMER EXISTING A/C UNIT EXISTING STORM SEWER MANHOLE EXISTING STORM SEWER INLET EXISTING HYDRANT EXISTING WATER METER EXISTING WATER VALVE EXISTING TELEPHONE MANHOLE BENCHMARK LOCATION PROPOSED CURB PROPOSED LIGHT POLE PROPOSED CATCH BASIN PROPOSED EXTERIOR GREASE INTERCEPTOR PROPOSED GAS VALVE PROPOSED SIGN PROPOSED CONCRETE EXISTING CONTOUR PROPOSED CONTOUR EXISTING SPOT ELEVATION 40 000.00 BOTTOM OF FRONT FACE AND /OR PROPOSED ELEVATION 0 FINISHED PAVEMENT ELEVATION TOP OF CURB ELEVATION BOTTOM OF CURB /FINISHED PAVEMENT ELEVATION MATCH EXISTING ELEVATION PROPOSED DRAINAGE SLOPE DIRECTION PROPOSED SILT BARRIER PROPOSED SILT FENCE SENo'M* Nt #2: SOUK POONNET BOLT ON HYDRANT. ELEwa 1 4.53 SLOPE BUILDING SIDEWALK AWAY FROM THE BUILDING AT 1/4" PER FOOT. 8 CONTRACTOR SHALL PROVIDE BUTT END JOINT TO MEET EXISTING PAVEMENT IN ELEVATION AT DRIVE RETURNS AND ENSURE POSITIVE DRAINAGE. 1. 6 7. 6 2 STRIP BUILDING AND PAVEMENT AREAS OF ALL ORGANIC TOPSOILS. STOCKPILE SUITABLE TOPSOILS FOR RESPREADING ONTO LANDSCAPE AREAS. ALL EXCESS EXCAVATED MATERIALS SHALL BE REMOVED FROM THE SITE AT THE CONTRACTORS EXPENSE. 3. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT. UNLESS OTHERWISE SPECIFIED IN THE PLANS, SPECIFICATIONS, OR SOILS REPORT THE SITE GRADING, EXCAVATION, AND EMBANKMENT SHALL BE IN ACCORDANCE WITH THE STATE DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIAL SPECIFICATIONS. 4. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO 98% OF STANDARD PROCTOR MAXIMUM DRY DENSITY PER A.S.T.M. TEST 0 -698. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE NOR 3%; BELOW OPTIMUM. CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED SOILS ENGINEER REGISTERED WITHIN THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND SPECS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT. 5. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IF ANY DISCREPANCES EXIST, PRIOR TO PROCEEDING WITH CONSTRUCTION, FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. GRADING PLAN NOTES ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REOUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCY BETWEEN SOILS REPORT PLANS ETC. SEE SHEET C2 FOR GEOMETRICAL LAYOUT. ELEVATIONS GIVEN ARE AT BOTTOM FACE OF CURB FINISHED PAVEMENT GRADE. ALL PAVEMENT SHALL BE LAID ON A STRAIGHT, EVEN, AND UNIFORM GRADE WITH A MINIMUM OF 1% AND A MAXIMUM OF 5% SLOPE TOWARD THE COLLECTION POINTS. DO NOT ALLOW NEGATIVE GRADES OR POND1NG OF WATER. GENERAL NOTES BEFORE STARTING GRADING OPERATIONS, SEE SHEET C3.1 FOR DETAILS AND NOTES ON STORMWATER POLLUTION PREVENTION (SWPP). 2. BEFORE STARTING GRADING OPERATIONS, SEE LANDSCAPE PLAN 11 FOR TREATMENT OF EXISTING GRADE. 3. PRIOR TO SITE CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL INSTALL ALL SWPP MEASURES TO PROTECT EXISTING DRAINAGE FACILITIES. CONTRACTOR SHALL PREVENT SILTATION FROM LEAVING THE SITE AT ALL TIMES. CONTRACTOR SHALL AT ALL TIMES INSURE THAT SWPP MEASURES PROTECTING EXISTING DRAINAGE FACILITIES BE IN PLACE PRIOR TO THE COMMENCEMENT OF ANY PHASE OF THE SITE CONSTRUCTION OR LAND ALTERATION. 5. AS SOON AS AREAS ARE BROUGHT TO FINISHED GRADE OR NEW DRAINAGE FACILITIES ARE CONSTRUCTED, CONTRACTOR SHALL CONSTRUCT THE APPLICABLE SWPP MEASURES AS REQUIRED BY AND DELINEATED ON THE APPROVED PLANS. CONTRACTOR SHALL INSPECT ALL SWPP MEASURES DAILY AND REPAIR AS NECESSARY TO PREVENT EROSION. SILTATION SHALL BE REMOVED FROM AREAS WHERE FAILURES HAVE OCCURED AND CORRECTIVE ACTION TAKEN WITHIN 24 HOURS TO MAINTAIN ALL SWPP. PERMANENT VEGETATION SHALL BE INSTALLED WITHIN 10 DAYS AT THE COMPLETION OF ANY GRADED AREAS. AT SUCH TIME ROUGH GRADING OF THE SITE IS COMPLETE AND DRAINAGE DIVERTS TO INLETS, INLET SEDIMENT FILTERS SHALL BE INSTALLED AT ALL INLET STRUCTURES TO KEEP PIPING SYSTEMS FREE OF SILTATION. FILTER TRAPS, CONSTRUCTION ENTRANCES, AND SILT FENCES SHALL REMAIN IN PLACE UNTIL A GOOD STAND OF GRASS HAS BEEN OBTAINED AND /OR PAVING OPERATIONS ARE COMPLETE. AFTER COMPLETE VEGETATION ESTABLISHMENT OR PAVING, ALL SILT IN PIPES AND DRAINAGE SWALES SHALL BE REMOVED WITHIN 10 DAYS "DON'T u. 01rr DIG BLIND" Call Monday thry Friday 7 am. to 6 pm. 1-800--382-5544 TOLL FREE 1-800-428-5200 OUTSIDE INDIANA NOTICE TO CONTRACTOR PER /ND /ANA STATE LAW 1S--69 -1991, IT IS AGAINST THE LAW TO EXCA VATE W /TROUT NOTIFYING THE UNDERGROUND LOCATION SERI4CE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PI 01 DATE: v L CON I RAC I DATE: BUILDING TYPE: PLAN VI IISION: SITE NUM131 1T: STORE NUMBER. N !`1 U. (rl f+1 0 rn II! 0 x V1 Lb c_ 0 c o i fs -3 `I 0 u1 +n 0 0 N •'1 r 1 PT r rQ i 3�r�`K.. STATE .TE 1 KFC /LJS 1331 S. HANGFI INF ROAD CARMFI IN 46032 KL6O-y04 GRADING PLAN 0 lf, D r J r'1 o er •f N L L 'II x C Y a o r .Z, 0 rA ciN y c ro r. 1 xx.xx.xx Kt 60 -y04 Jnn04 -E 12 -XXXX 2004087.05 08.27.04