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Home My WebLink About2002 Grading Plan C1.5T r yY 7piFfNW19FtG .Lait:INkeIR r'.✓.rFlt "':p:�P41A�r! C't'r6`1. 7104 KRINPANIN 10 NNON Vi ai.liM'.'/1.1�G3' q'' as' CQ. YkVR!-' Nss. YrY11ttB� .py.11��MyR:r�'p}'N(F.A 1�i'Y►'rpWNO -:^t4 sMIQiMRnicltiy�•..' N: t' 81/11WY.i4F7letlFq'm: FYI^ 7! MtM�' RD. n�/ G�1�' iaR' e.# 1MVfR' C.' 4t' mrMtisc% m 11�MY.'.Y`X�Md'+'::�i�+"Mt s *•s.c tr. a/ FiCMiF•, r•`: nIM1�It+ swaWrlWttPr .•:.''+i'MYl.lta.a[amall. 41 S..,44 11.1, .14J(MI.V".:.a+ 7.OMN Vti�. �4e' t,•' J: i�' C".'+ Y' F] S11iF"^' w: s1S71A1f4{'^.• x�fFFM'.. fR,..... pw��r.• a1 01M�. v-•:. �Viff/ 4L kaMW�! R}' MFL`/ fiJ•• �clgtflMk:`.'"+ 4M! wES.' 1 Nt. Mq�' �Nta7eiliA{ YARx1Ml�ift3FiViVM�FvF tiY. EY�f.';' b��MM .�Ae3wlaN�FCi':ipTid AMR?. iNJ�:ttE:•Miltl#MR� .NM�M'+1 u:rA:crywt:rt Yi Y'. MOMINT.W......mAINKIN %.X.OJI1.. 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SEE LANDSCAPE PLAN AND/OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION. 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITHOUT RONDING 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 INSTAUATION OF THE TOPPING COURSE. CORRECTION SHALL BE MADE IF NECESSARY. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. 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 SHALL 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 uritsiY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILMES 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 REQUIREMEKTS BY THE UTILITY COMPANY OR CONTRACTOR(S) SO AS NOT TO CAUSE DAMAGE. 5. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE COMMENCING CONSTRUCTION ACTMTIES TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFICATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILMES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY OR DEPARTMENT SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 6. TRENCHES FOR ALL UTILITIES SHIQL 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. 15 30 HEAVY CONSTRUCTION EQUIPMENT AND TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS 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 POLES, ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE BY II-IE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL STATE, COUNTY, CITY OR LOCAL AGENCIES. 11. IT 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 IS RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED IN THE COgRACT OR SPECIFICATIONS. 12. CT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BARE ALL EXPENSES TO REMOVE, RELOCATE AND/OR MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR 011-IERWISE. IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CONTACTOR TO VERIFY WITH EACH UTILITY COMPANY OR DEPARTMENT WHO IS RESPONSIBLE TO REMOVE, RELOCATE, AND/OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBIUTY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY AFFECT THIS PROJECT AND IT'S OWNER AS TO THEIR FUTURE RESPONSIBILITIES. 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 RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC 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 UTILMES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILJTIES MAYBE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPUED 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 UTLfTY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 16. IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO ACQUAINT THEMSELVES WITH THE SOIL CONDITIONS. 17. ALL EXISTING MANHOLES AND CATCH BASIN GRATES, WATER OR GAS VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. 18. ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO REMAIN, FENCING, TREES, AND ETC., WITHIN THE CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFFSITE. ANY BURNING ONSITE SHALL BE SUBJECT TO FEDERAL, STATE, COUNTY, CITY OR LOCAL ORDINANCES AND LOWE'S SPECIFICATIONS. 19. ALL CONCRETE PIPE SHALL BE IN ACCORDANCE WITH ASTM-C-76 CLASS III. 20. ALL DRAINAGE STRUCTURES SHALL 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. 60 1 MEG LEGEND mRE COMBAATiON MAO NALL. SET 50,4T SHKE SET TELEPHONE MANHOLE RELNFORCED CO 'TRETE PIPE CONIFEF,OUS TREE NOTES 1. FOR DEMOLITION PLANS, SEE SHEETS 01.1 AND C1.2 2. FOR SITE LAYOUT PLANS, SEE SHEETS C1.3 AND 01.4 3. FOR EROSION CONTROL PLANS, SEE SHEETS 01.7 AND 4. FOR SITE UTILITY PLANS, SEE SHEETS 01.9 AND 01.10 5. FOR SANITARY SEWER PLAN ac PROFILE, SEE SHEET C1.11 6. FOR SITE DETAILS, SEE SHEETS 01.12 AND 01.13 DON'T DIG BLIND' SAYS Tris E LAW' CALL 2 WORKING DAYS BEFORE YOU DIG 1 0 -382- CALL TOLL FREE PER INDIANA STATE LAW 1S-69-1991. IT IS AGAINST 'THE LAW TO EXCAVATE WITHOUT NO11FYING THE UNDERGROUND LOCATION SERVICE IWO (2) WORKING DAYS BEFORE COMMENCING WORK. 01.8 GRADING LEGEND PROPOSED SPOT ELEVATION INDICATES MATCH EXISTING GRADE CLEANOUT (SEE DETAIL 8/C1.12) MANHOLE (SEE DETAIL 11/C1.12) INLET (SEE DETAIL 12/01.12) CONCRETE END SECTION (SEE DETAIL 13/C1.12) SANITARY LIFT STATION (SEE DETAIL, SHEET 01.13) GREASE INTERCEPTOR (SEE DETAIL 10/01.12) 141 East Ohio Street Indianapolis, Indiana 46204 t Phone 317.263.9655 Fax 317.263.96 TOTAL ARCHITECTURAL DEVELOPMENT 0 The InterDesign Group, Inc. doing business as INTERDESIGN, All rights reserved for original documents and as-built documents as modified by construction contractor(s). Reproduction or reuse must be preceded by written permission of The InterDesign Group, Inc. Additions and Remodeling for N RTHVIEW C STIAN LIF 5535 East 131st St. Carmel, IN. 46033 lakt