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Home My WebLink About024-98.9� ; �i ,, - _ � �; =:. ,. � . � � . . _ = - , ,� , � � ,� . � . SCALE: 1 "=40' TYPE DETAIL CASTING A 24 C107 NEENAH R3286-9V 24 SQUARE g 16 C107 NEENAH R3472 30" SQUARE C 15 C107 NEENAri R3286-9V MANHOLE D 15 C107 NEENAH R2560 MANHOLE 1"'CCIJVIVIVLI. � Cn. � J , \ INV. IN (N) 30.10 ' INV. OUT (S) 30.10 `�'`�� REUSE CASTING ~ , GRADING/DRAINAGE NOTES: 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE rvOTED. SEE LaND— SCAPE PLAN AND OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION. 2. PROVIDE POSITNE ORAINAGE iN ALl PAVED AREAS WITH— OUT 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 INSTALLATION 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 CON— STRUCTION. THE CONTRACTOR SHA�� BE RESPONSIBLE FOR ALL FIE�D DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PtANS OR LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATEI.Y. IF ANY DISCREP- ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELO CONDITIONS THE CONTRACTOR SHAL� CONTACT THE A/E IMMEDIATELY FOR INSTRUCTIONS. 4. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTQR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF AL� THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS— IBILTY 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 CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE. DAMAGE. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTI�ITIES THAT MAY BE PRESENT ON SITE. ALL VERIFI— CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTII.ITY COMPANIES OR DEPARTMENTS. WHEN EX�AVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTI�ITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE E XCAVATIO N . 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFtLL COM— PLETELY WITH APPROVEO 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. 9. HEAVY CQNSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALI.OWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 10. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCA� REQUIREMENTS, WHICHEVER HAS JURISDICTION. 11. EX�STING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS ANp PADS, DITCHES, DRAINAGE PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHAL� BE RESTORED OR REPLACE� TO AT LEAST THEIR ORIGINAL CON�ITION OR AS REQUIRE� OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN ALL FEDERAL, STAiE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON— TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENC�ES MENTIONED ABOVE UN— LESS OTHERWISE NOTEO IN THE CONTRACT OR SPECIFI— CATIONS. 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BARE ALI. EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE. IT FURTHER SHALL BE THE RESPONSIBILiTY OF THE CON— TRACTOR TO VERIFY WITH EACH UTILIIY COMPANY AND OR AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, AND OR MOOIFY SUCH UTILITY EXISTING OR PROPOSED. IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY EFFECT THIS PROJECT AND IT'S OWNER AS TO THEIR FUTURE RESPONSIBILITIES. 14. THE CONTRACTOR SHALI BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE AL� AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERA�, STATE, COUNTY, CITY OR LOCAL AGENCIES. 15. IT IS THE RESPONSIBI�ITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE AL� MUD, DIRT, GRAVEL AND LOOSE MATERIAIS TRACKED, DUMPED, SPILLEO OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR SIDEWA�KS. THE CONTRACTOR MUST CLEAN OR PICK UP DAtLY IF NECESSARY. THE CONTRACTOR SHAL� REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. 16. THE UTI�ITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAYBE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIEO 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 UTILIN INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. '` 17. THE EXCAVATING CONTRACTOR OR LANOSCAPE CONTRACTOR SHA�L INSTALL THE FINISHED GRADE AT 1/2" BELOW PAVEMErvT WHEN SHEET DRAiNa,GE iS PROPOSED ACROSS THAT SEEDED AREA. 18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT HIMSEI.F WITH THE SOIL CONDITIONS. 19. ALL EXISTING MANHOLES AND CATCH BASIN GRATES, WATER OR GAS VALUES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. 20. NO GRADING, EXCAVATION OR STOCKPILING SHALL OCCUR WITHIN THE AREA MARKED AS A F�OODWAY. 'DON'T DIG BLIND' 'IT' S T�tE LAW' �. � �,�,� ,� � Gad 1-SOO-382-554a 2 Worku�g Days Before You Dig. CSOArchitects Engineers&Interiors 9100 Keystone Crossing Suite 200 Indionopolis, Indiono 46240 3 t 7.848.7800 FAX 317.574.0957 ArcHtect�rs �0 L�nd Pl�nr�inp Hleto�ic ArcMect�rs Lendscepe ArcNtechre Merior Desipn �� Copyri�ht 1998 �.�� nrw ao.aa w�me� m. q.�.w .aw a u. Drawtp� w� n �.... � � �. �..r. �� IM 6�.rnMon+ d tlw MiN:q. tlr rrqpr a�clWc- Wd M�+wk� aN M q� d WYCOid� �rcb�- od. Wc4�cd ryKri+. 1M� ba�wq� Oo ��et w,�, �. > �.,�. a .�,. ..�,.� nr n.r«.ww �e oo�.ro�.m� a w r.w.� �a d a. caro�a. a w ew: a m. yr�.a •cop n6cab0 a a�avEM. iM beM cvmac- �.,� M.., a �» �..�...a �. �. �.. ��. Fleriieion� Dats Drawn �r Chscked 8y 2-20�98 I�A KTF � � � WN � � � Z � w Q � Z W _ - � ..J Q � � �a � a �-- z � 0 a � � � � � Z � � � � � W a z W Z -W� � � � � Q � � J Q � 0 � � r � �� J0� � � W a3 � �� Q � O O N Q U � � — � � � � cert�ed By �t �. 3or sr,esta � �. 97660