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Home My WebLink AboutC501 Utility Plani■ Anew r �c� y7P "X0 n Jim o wo ?�IjilNi(M 2 71 9 STRUCTURE STORM MANH TYPE1 EEL 1 /C601— h ,L RIM 833.00 12" INV. 828.19 (N) 12" INV. 828.19 (E) STRUCTURE STORM INLET TYPE 1 (PVMT.) SEE DETAIL 18/C601 RIM 831.40 12" INV. 828.45, 4" (N,S,E,w).40 STRUCTURE #3 STORM INLET TYPE 1 (YARD) S =ED TAIL 01�/C501 RIM 832.00 12" INS/. 827.98 (w) 15" INV. 827.88 (E) tattetA@��'Nk tZw'wu i 440 #fl 13T21 STORM MANHOLE RIM ELEV 831 [31211 SANITARY MANHOL RIM ELEV 831.62 INV IN (8" W 822.14 VIN (8" N) 822.06 INPUT (8" E) 821.98 7 t r T 4 O tr.) 7 y ,RAIN .44 8" PVC 0 1 %(MIN.) TYP. STRUCTURE 4 -i INLET TYPE 1 YAR SEE DETAIL 01/C501\ RIM 32.62 15" INV. 827.3 (w) 5" INV. 827.3 (SE) 8" INV. /830.00 (N) �t ,5 -4 -f- S) 82■ ABOVE P ARKING o3sa�§`A Il -i r--- m S 8`p :5404" t 185.40' 2" TE V' 2" WATER �r� 3 f6i1 (URB g r. X71 i M� 8" PVC 1 %(MIN.) 107 LF 15" RCP 0.50 2t it _A STRUCTURE �#5 tA;t "i CURS SEE DETAIL1501 RIM 830.61 15 INV. 826.80 (NW) 1" INV. 8 tramp o w ws t v K s 4 i� r 1I j(ff. #1*;wf GRASS WALL CONNE DEPT. 3:',57S51 SANITARY t 3327i SANITARY MANHOLE RIM ELEV 833.48 RIM INV 1 k,, Ir Atiwww.izogas:Vpil 2: '1 \\T INV INV Forces INV INVO1 4" SUMP PUMP UNE SEE MECHANICAL PLANS SEE MECH. PLAN STORM ELEV 8_ 1.7 N 12" E N 24" S DUT (24" i ttaltai 4 P ,FORM MANHOLE 1 r e/ 832.41_ 12» 826.1 4 j yy r !.'c a g 1 rl P CO co COMMUNLCAI ELECTRICALITRANSFOR M 8 1 %MIN.) 5 Cr -Ex, Stn. MH /7 tor 832.69 Inv, (L) 826,49 ca 4 .o 'rcp ..t.� ti r BITUMINOUS BITUMINOUS CONC. CURB PVMT. NTS 5 CCW......... z a �p�1 +7%:S�M$ib04%IDC:A'�GeFAwSLA Ex, Sirs, Inlet) s for (gutt8r3 831,11 r I .21 E x. Stn. Mh tor 832,34 irly, ('1) 826,69 lr�v. (N) Inv. .",82€ 6-T' I, 48" X 36" I, NEENAH R3246 -8V CURB INLET #4 REBAR 12" O.C. BOTH WAYS II: .,;III„ I I CURB INLET DETAIL GRASS MEDIAN 1 26TH STS ET SCALE: 1 /2" MESH GALV. HARD- WARE CLOTH VARMENT STOP SUBDRAIN FILL W/ CONC. WARP TO MEET INVERT NOTE: CONTRACTOR'S OPTION: PRECAST W/ SAME REINFORCING. (INDOT TYPE "A d 1 =30' rri .��`�;J��.�:; ors: h- ,.P�.�,��wa„�.�..,.�..�?,� 0 UTILITY PLAN 15' 30' 60' SCALE: 1" 30' 1 Ex, Sim inlet is tor (c utter In 54 Ex, Stri, Mh 7-Ex, tor 831,30 irw, (W) 826,50 lo Inv, (N) 827,00„,<, ir�v, (E) 826('b G t GRASS FINISH GRADE NTS amm=. tsusx. i�ac .cns�.a =:ac.'.z +r�v.cc 24 "r•cp R/W NORTH ADJUSTMENT RING ECCENTRIC CONE OR CONCCENTRIC CONE POLYPROPYLENE PLASTIC STEPS 48" PRECAST CONC. MANHOLE STORM PIPE 6'X 6'X 8" CONC. FOOTING W_ 6X6 1 0/1 0 W. F. W/ #4 REBAR 12 O.C. BOTH WAYS, OR PRECAST f r c NEENAH R- 2560 -C1 INLET DETAIL c7� -Ex, Stn. I wp "tor (gut: ti --Ex, t N `V Ex, tore 832,05 tor In 82635 EiI T UMINodg r ()828,15 N, q,"") (E) 826.25 -t' i f 8313 e,<, o)4VV mitir BITUMINOUS St i, frig' (gutter) t *32.1k6 (SE) 829,35 24: INV IN INV II' INV OUT 8 f N) 825,69 SE) 825,69 Mh X'X)' 25.58 CO 828,03 "aM ELEV s Irllet for (g (ter) 832,36 Irv, (V' 28,55 Inv, 8,65 12 �w 10'p RCP RS nv, (91827 1 RA 831. Oil E B)r„ 11 11 T'G fIEI ,6 1, 1 Mil <11 —Ex, Stn. M tor 831,8 J inv. (N) 97 Inv, (SW 8 6.032 inv. (1) 82-.98 i irly, (S) 82198 GRADING /DRAINAGE NOTES 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED. SEE LANDSCAPE PLAN 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 INSTALLATION OF THE TOPPING COURSE. CORRECTION SHALL BE MADE IF NECESSARY. 3. 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 CONTRACTORS RESPONSIBILTY 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. 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 VERIFICATIONS, 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. 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. 6. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. 7. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. 8. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE 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 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. 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFICATIONS. 12. 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. 13. 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. 14. THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT THEMSELVES WITH THE SOIL CONDITIONS. 16. ALL EXISTING MANHOLES AND CATCH BASIN GRATES, WATER OR GAS VALUES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. LEGEND G E T W ST o x SANITARY SEWER, SEE SHEET C602 FOR DETAILS STORM SEWER, SEE DETAILS 21 22/C601 GAS UNE, SEE MECHANICAL PLANS ELECTRIC UNE, SEE ELECTRICAL PLANS TELEPHONE UNE, SEE ELECTRICAL PLANS WATER LINE, SEE SHEET C603 PAVEMENT SUBDRAIN, SEE DETAIL 16/C601 ROOF /DOWNSPOUT COLLECTOR, SEE DETAILS 19 24/C601 STORM CLEAN —OUT, SEE DETAIL 23/C601 PROPOSED PAD MOUNTED TRANSFORMER. CONTACT CINERGY /PSI. PROPOSED LIGHT POLE HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1- 800 -382 -5544 CALL TOIL FREE 1- 800 428-5200 FOR CALLS OUTSDE OF INDIANA CM Engineer: cso 280 East 96th Street Suite 200 Indianapolis, IN 46240 317.848.7800 (voice) 317.574.0957 (fax) Architect: 8132 Hunters Place Indianapolis, Indiana 46236 317.823.6653 (voice) 317.826.8584 (fax) @Cop 2002 Developer: Pedcor Investments, LLC 8888 Keystone Crossing, Suite 900 Indianapolis, Indiana 46240 317.587.0320 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical, and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractor's shall furnish all items required for the proper execution and completion of the work. Project: Carmel City Center Parcel 2B Phase 2 3rd Avenue Southwest Carmel, Indiana Drawing TING: UTILITY PLAN Issue Date 01/26/04 Drawn By KRS Checked By RO Drawing Number: C501 Project Number: 23465