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Home My WebLink About00-36 ADLS Fidelity Keystone Office Park Construction Plans - Site Utility Plan & Profile - C106C SOArchitects Engineers &Interiors 9100 Keystone Crossing Suite 200 Indianapolis, Indian 46240 317.848.7800 FAX 317.574.0957 ArcNtechre Engineering Lend Planing H' letorlc Architecture Landscape ArchHechre Interior Design Space Planing OCopynght 1995 s�o DralaVII a. ,M :^2: ��..t wan, "a eat 0, ua k. Crayons ..w,. rc w .a "ants M f lo.mwv Wk,en N the •ei.nre- far in, of MCmlrp[t On !me of n4wnna rpw.H Iw lM yopv aaeu4en and wn04.w M .wt Revisions Date 01/19/00 Drawn By ACH Checked By DOH LAI CARMEL Df CARMEL, Carted By ..a...a...... e• H 910023 f %ST!'OATE OF �j IAN °333'''' Certhled By 77 F/4/11.,a___ Shed No. C106 7 a 10 saes Fie Na 99427 AN NOTES: 1. LL SANITARY LATERALS ARE TO HAVE FULL -DEPTH GRANULAR BACKFILL UNDER PAVEMENT. 2. LENGTHS OF PIPES INDICATED ARE FROM CENTER TO :ENTER OF STRUCTURE AND ARE NOT ACTUAL PIPE LENGTHS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PERMIT ISSUING AGENCIES WITHIN THE TIME SPECIFIED BY THAT AGENCY PRIOR TO BEGINNING CONSTRUCTION. .0.11. u."IQaIO .wrtcna, .enu.VC. Gail 1 -800 -352 -5544 2 Working Days Before You Dug. GRANULAR BACKFILL REQUIRED. 836.00 i 833.00 830.00 827.00 824.00 821.00 'DON'T DIG BLIND' 818 'IT'S THE LAW' 0 o co 815.00 co CONNECT TO EXISTING 10 WATER MAIN. CONTRACTOR TO COORDINATE CONNECTION WITH WATER COMPANY. PROPOSED TRANSFORMER PAD BY OTHERS. SEE ELECTRICAL PLANS FOR FURTHER INFORMATION. CONNECT TO EXISTING ELECTRIC LINE, CONTRACTOR TO COORDINATE WITH ELECTRIC COMPANY. N i O 1- d'Q 0Zw N Li cc W 0 z TC 1134.5 CONNECT TO EXISTING ELECTRIC LINE, CONTRACTO TO COORDINATE WITH ELECTRIC COMPANY. PROPOSED TRANSFORMER PAD BY OTHERS. SEE ELECTRICAL PLANS FOR FURTHER INFORMATION. 5g g TR. TA 7 x'+ /1 S20 TC 83+.5' 0,50.00$ INV. 825.09 'SEE DETAIL 10 SEE PLUM =`.G PLA FOR BUILDIN,CONNECTION CLEAN OUT INV. 830.0 70 LF OF 6' PVC LATERAL <o I- N' 2 WI I o x l I 10 0) co z 1 6"x6 FEE, 6' VA WE FIRE HYDRANT ASSEMBLY 6" DI i PROPOSED OFFICE BUILDING INSTALL KNOX BOX ON EACH BUILDING AT LOCATION APPROVED BY CARMEL FIRE DEPT. (2) 2" DIA. WATER METERS TO BE INSIDE BUILDING (SEE PLUMBING PLANS) 4' DI FIRE PROTECTION PIV I P pp ROTEC FF TIIO N I, (2) 2' DIA. WATER J I METERS TO BE INSIDE I BUILDING (SEE PLUMBING PLANS) 2 1/2" DI DOMESTIC 'I SIAMESE CONNECTION FUTURE OFFICE BUILDING J PROPOSED GRADE 0 y D N 7608'02' E 15.00' 90 LE OF 6" PVC LATERAL CLEAN OUT INV. 832.0 SEE PLUMBING PLANS FOR BUILDING CONNECTION T- M„ 00,50.00N N I N 11'51`58" W PROPOSED 15` SANITARY 240.13' SEWER EASEMENT SCALE: 1' W SITE UTILITY PLAN r SANITARY PROFILE SCALE: 1' SO' NORI301RAL 1' r VERTICAL co 0 �rt D 0 w 0 4. 11 f c0 t STR. OS STA. 3 +06 TC 829.2 W INV. 820:85 S INV. 82035 SEE DETAIL 10/C108 PROPOSED 15 SANITARY SEWER EASEMENT STN. 92 STA. 4 +96 TC 831.0 N INV. 822.85 E INV. 822.75 r' SEE DETAAAAA �=3;$/SE08 KEYSTONE WAY S 00 E 140.32" 275 LF OF 8" PVC 0 1.0% EXISTING FOUR -STORY OFFICE BUILDING 15' i M t INV 5111.00 0 0 a O fit 0 Xc a, (/1±0 0 r') W cr LLI 'yr 4- +w0 0 0Z EXIST. MH TC 827.28 INV. 816.84 EXIST. FIELD \STR. 14 STA. 0•+ TC 526.5 N INV. 818. SEE DETAIL 10 EXIST MH TC 27.7 t INV. 817.90 FIELD RIFY EXISTING GRADE INV 820.85 INV 820.75 EXISTING GRADE PROPOSED GRADE ADJUST TO PAYMENT GRADE INV. 817.7* VERIFY STA. 0 +00 J W 0 U 836.00 833.00 830.00 824.00 821.00 W a ST/74 FIELD VERIFY EXIST. 10• VCP 818.00 0 N o 815.00 C108 UTILITY GENERAL NOTES: IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN ALL FEDERAL, STATE, 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 AGENCIES MENTIONED ABOVE UN- LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- CATIONS. 2. EXISTING PAVEMENT, 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 THE 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. 3. THE UTILITIES 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 MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED 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. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFI- CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 5. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTOR'S 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. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, 0111 OR LOCAL AGENCIES. 7. 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, DRAIVEWAYS, 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. 8. HEAVY CONSTRUCTION AND EQUIPMENT 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. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON- STRUCTION. 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 OR LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREP- ANCIES ARE FOUND ON THE SURVEY PLAN FROM ACTUAL FIELD FIELD CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E THE A/E IMMEDIATELY FOR INSTRUCTIONS. PROVIDE POSITIVE DRAINAGE 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. CORRECTIONS SHALL BE MADE IF NECESSARY. 12. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. 13. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. 14. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COM- PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A /E. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 15. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED. SEE LAND- SCAPE PLAN AND /OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION. 16. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIP- MENT, FUEL OIL, OIL, GASOLINE ETC., BY THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALL BE RECONSTRUCTED TO IT'S ORIGINAL CONDITION OR AS REOUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. THIS RECONSTRUCTION AND OR REPAIR SHALL TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION OR DURING THE SCHEDULED PAVING. 17. PROVIDE A SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. 18. ALL HANDICAP RAMPS NOT JUST THOSE PERPENDICULAR TO THE CURB SHALL NOT EXCEED A SLOPE OF 1" IN 12" LONGITUDINALLY. HANDICAP RAMPS AND SIGNS SHALL BE IN ACCORDANCE WITH THE ADA REQUIREMENTS. SEE SITE PLAN FOR LOCATION OF RAMPS AND SIGNS AND THE 827.00 DETAILS FOR SPECIFICATIONS. 19. PIPE LENGTHS INDICATED ARE FOR HYDRAULIC DESIGN PURPOSES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL LENGTHS REQUIRED TO COMPLETE THE INSTALLATION AS SHOWN. LEGEND: PROPERTY LINE P/N R /W RIGHT -OF -WAY LINE SETBACK LINE EASEMENT LINE STREET CENTER LINE CONSTRUCTION LIMIT LINE PROPOSED WATER LINE PROPOSED SANITARY SEWER CARMEL DRIVE