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HomeMy WebLinkAbout2003 C1.6 Grading PlanMar Re'+isicr DEVELOPMENT ARCHITECTURAL 141 East Ohio Street Indianapolis, Indiana 46204 Phone 317.263.9655 Fax 317.263 9644 www.interdesign.com C 8 HOF OP ��OSTEg y No. 910023 STATE OF i ek %C A NA N Gt Drawn Date Project By JCT Checked By DBH 14 MARCH 2003 Number NOR'H tier A ilk `i� WET B MT C P"," IWTN KEY PLAN GRADING PLAN C1 6 illi INTERDESIGN TOTAL DEVELOPMENT ARCHITECTURAL 141 East Ohio Street Indianapolis, Indiana 46204 Phone 317.263.9655 Fax 317.263 9644 www.interdesign.com The InterDesign Group, Inc. doing business as INTERDESIGN. AU rights reserved for original documents and as -built documents as modified by construction contractorls). Reproduction or reuse must be preceded by written permission of The InterDesign Group, Inc. m o e N c Q O O z O i �JD .oa s 7 ZN o g o g u Q Y V Ca m _o 2-o U 6 1 1 785.00 i' 1 785.50 .1 792 1 790 788 1 786.00 789.30 INV. 784.00 787.20 SEE SHEET C1.5 FOR CONTINUATION 800.40 0 802.30 1 0 0 0 1 801.96 1 PROPOSED YOUTH FACILITY MAIN LEVEL FF ELEV 802.00 ENTRY LEVEL FF ELEV 798.0 25 LE OF 4" PVC C.0. 0 r 1 .a w-r C.O. C.0 //89.00 797.96 802.20 797.60 STR. ST -1 TC 832.16 1 1 1 1 f 785 QC irross) 1 I MEG 1 t 1 7 90 i i i 1 ,LED A.= E ?'iATE p3 GRADING DRAINAGE NOTES: 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED. SEE LANDSCAPE PUN AND /OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION. 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITHOUT PONDING WATER. THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALIATKIN OF THE TOPPING COURSE CORRECTION SHALL BE MADE IF NECESSARY. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR ID THE START OF CONSTRUCTKIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS, LANDSCAPE PLANS, OR SURVEY PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHUT CONTACT THE A/E IMMEDIATELY. 4. ALL CONTRACTOR(S) BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR(S) MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY UNES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONSIBILITY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY COMPANY OR CONTRACTOR(S) SO AS NOT TO CAUSE DAMAGE. 5. T IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE COMMENCING CONSTRUCTION ACTMIIES TO VERIFY ANY UTILfES THAT WAY BE PRESENT ON SITE. ALL VERIFICATIONS, LOCATIONS, SIZE ANO DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER COSTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTLTY COMPANY OR DEPARTMENT SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT WRING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A/E. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 7. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL 8. HEAVY CONSTRUCTION EQUIPMENT AND TRAFFIC MAY CREATE PUMPING MID GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY S1tVS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 9. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 10. EXISTING PAVEMENTS, SIDEWALKS, CURBS, DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER P0115, ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACEO BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONCTION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 1. T IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR S RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY MAY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFICATIONS. 12. T SHUT BE THE RESPONSIBILITY OF THE CONTRACTOR TO BARE ALL EXPENSES TO REMOVE, RELOCATE MID /OR MODIFY ALL UTILITIES, PRIVATE OR PUBUC, OR OTHERWISE. IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACH UTILITY COMPANY OR DEPARTMENT WHO IS RESPONSIBLE TO REMOVE, RELOCATE, AND /OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. T FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY IF MY FUTURE UTILITIES ARE PLANNED AND HOW T MAY AFFECT THIS PROJECT AND ITS OWNER PS TO THEIR FUTURE RESPONSIBWTES. 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL. STATE, COUNTY, CITY OR LOCAL AGENCIES. 14. IT IS THE RESPONSNILTY OF THE CONTRACTOR TO INSPECT EACH DAY MID REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBUC OR PRIVATE, STREETS OR ROADS, DRIVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE_ WATER MAY BE USED AS A REDUCER. 15. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND MOUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILTES MAYBE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 16. T IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT THEMSELVES WITH THE SOIL CONDITIONS. 17. NI EXISTING MANHOLES AND CATCH BASIN GRAYS, WATER OR GAS VALVES SHALL BE ADJUSTED TO NBV FINISH GRADE ELEVATION. 18. ML EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO REMAIN, FENCING, TREES, AND ETC., WITHIN THE CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFFSITE. ANT BURNING ONSTE SHALL BE SUBJECT TO FEDERAL, STATE, COUNTY, COY OR LOCAL ORDINANCES AND LOWE SPECIFICATIONS. 19. ALL CONCRETE PIPE SHALL BE IN ACCORDANCE WITH ASTM -C -76 CLASS 19. 20. AIL DRAINAGE STRUCTURES SHAT. BE PRECAST. 21. ALL DRAINAGE STRUCTURES AND STORM PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY. 22. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED 1 C 15 30 60 r 1832.50 LEGEND NOTES 1. FOR DEMOUTION PLANS, SEE SHEETS C1.1 AND C1.2 2. FOR SITE LAYOUT PLANS, SEE SHEETS C1.3 AND C1.4 3. FOR EROSION CONTROL PLANS, SEE SHEETS C1.7 AND C1.8 4. FOR SITE UTILITY PLANS, SEE SHEETS 01.9 AND C1.10 5. FOR SANITARY SEWER PLAN PROFILE, SEE SHEET C1.11 6. FOR 9Th DETAILS, SEE SHEETS C1.12 AND C1.13 HOLEY MOLEY SAYS DON'T DIG BLIND 'rrs THE LAW' OA_ 2 ViCRKIN3 DAYS BEFCPE YOU JIC C. 0. 0 1- 800 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. DD r 0 L__J GRADING LEGEND PROPOSED SPOT ELEVATION INDICATES MATCH EXISTING GRADE CLEANOUT (SEE DETAIL 8/C1.12) MANHOLE (SEE DETAIL 11/C1.12) INLET (SEE DETAIL 12/C1.12) CONCRETE END SECTION (SEE DETAIL 13/C1.12) SANITARY UFT STATION (SEE DETAIL 1/C1.13) GREASE INTERCEPTOR (SEE DETAIL 10 /C1.12) LANDSCAPING AREA, 6" (MIN.) OF TOPSOIL REQUIRED Sea Construction Additions to NORTHVIEW CHRISTIAN LIFE 5535 East 131st St. Carmel, IN. 46033