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Home My WebLink About06080001.7• 1S MRKR T.C. ='862 :nv.E. =E n v. S.W. i Sign tUM17IS: OF C �-'- Sl'M S 18 V 54.08 c U m N o ' �) N N �I v 1 F;Vj J �) I 1 2 I °7 IljlVWN LEV = 854.75 I VMOUF ELEV = 854.65 1 I fir■! I I I I I I i I I ❑TELE PEO E AN I I I I of rietlaanh Io ei U I � I0_ N I EXISTING LEGEND - ,O Gas Valve EXISTING INFORMATION WAS PROVIDED Power Pole BY MID - STATES ENGINEERING, PROJECT N0. 122 -0022, DATED: NOVEMBER 2002 CASTING STRUCTURE Guy Anchor Street Sign Power Pole © Telephone Pedestal OSanitary Sewer Manhole ® Storm Inlet Existing Coniferous Tree Existing Deciduous Tree y� /71\ Storm Manhole Q End Section 0/E Overhead Electric Line PROPOSED UTILITY LEGEND } 854.08. 0 w Q W WATER w o! 111 TELEPHONE a GAS GAS LINE EL UNDERGROUND ELECTRIC SS SANITARY SEWER SS :.O. SANITARY SEWER CLEAN OUT S7M STORM SEWER STM STORM SEWER INLET THERE SHALL BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS OF THE CITY RIGHT -OF -WAY. UTILITY NOTES 1. SEE MECHANICAL PLANS FOR LOCATION AND SIZE OF SANITARY DRAINS, WATER LINES AND FIRE PROTECTION WITHIN BUILDINGS. 2. COMPACTED GRANULAR BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. 3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS, CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES AND FACILITIES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 4. RCP = REINFORCED CONCRETE PIPE CLASS III PVC = POLYVINYL CHLORIDE - SANITARY SEWER - ASTM D -3034, SDR -35 HCSP = HELICALLY CORRUGATED STEEL PIPE - 16 GAUGE ALUMINIZED 5. FLEXIBLE PIPE TO BE INSTALLED PER ASTM D -2321, CLASS 1,2, OR 3 BEDDING. RIGID PIPE TO BE INSTALLED PER ASTM C -12. 6. 10 LINEAL FEET OF 4" SUBSURFACE DRAIN REQUIRED EACH WAY (UPGRADE) FROM ALL STORM INLETS (UNLESS OTHERWISE NOTED ON PLANS). 7. FOR SITE DETAILS SEE SHEET(S) "C70.0 ". 8. FOR SITE SPECIFICATIONS SEE SHEET "C9.0 ". 9. FOR SOIL EROSION AND CONTROL DATA SEE SHEET(S) -C7.0" do "C8.0 ". 10. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF CARMEL STANDARD SPECIFICATIONS, LATEST EDITION. STRUCTURE SCHEDULE :tllstr,;,. FINAL CONSTRUCTION PLANS INVERT CASTING STRUCTURE MARK INLET OUTLET ELEV. TYPE TYPE BEFORE COMMENCING WORK. R =1772 SD MH STR -1 854.18 854.08. 857.43 SOLID LID Lo � \� STR -2 854.75 854.65 858.00 SOOLID LID LI LID SD MH STR -3 (S) 855.05 854.94 859.56 R -3010 INLET (W) 855.05 t STR -4 -- 855.51 861.50 R- 2560 -C1 INLET STR-5 855.33 855.23 860.02 R -3010 INLET STR -6 (N) 855.78 855.56 859.93 R -3010 INLET (W) 855.78 ffllitfllSt't'' I - STR -7 -- 855.94 860.05 R -3010 INLET STR_8 1 856.16 856.06 860.70 R- 3402 -E INLET Cn r. V Z INLET STR -9 -- 856.52 861.52 R- 2560 -C1 ALL CASTINGS BY NEENAH FOUNDRY COMPANY UNLESS NOTED OTHERWISE HOLEY MOLEY SAYS "DIG SAFELY" 0 U Z _U LU H W'' 0 LLI LU 0 J o°o 0 12 00 O CO T- O ~ It LLI .QZ� J �Z20¢ _ - IZ F- U_ F- w v- to v- =„_j 0 00 L0 N 00 00 T_ OWr,05N M N GD N O T- CID Lf3Z.M -.�� CLIENT NAME: TONY ALDERSON ALLEN COMMERCIAL GROUP 489 S. STATE ROAD 135, SUITE C �� IN. � GREENWOOD, IN 7850 PHONE: 317- 882 -7850 FAX: 317- 865 -7213 © 2005 DeBoy Land Development Services, Inc. DESIGNED:MLD APPROVED: MLD "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE DRAWN: RCB CHECKED BY: MLD SCALE: 1"= 30' DATE: 11-31-05 PROJECT NO.: 2005-0052 :tllstr,;,. FINAL CONSTRUCTION PLANS IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS ■ BEFORE COMMENCING WORK. 4` n: "^ Lo � \� • Q l � - O � Lim ,� t CD 0 o z U_ .............. CL W 0 *Vr W ffllitfllSt't'' I - Z DATE DESCRIPTION CLIENT NAME: TONY ALDERSON ALLEN COMMERCIAL GROUP 489 S. STATE ROAD 135, SUITE C �� IN. � GREENWOOD, IN 7850 PHONE: 317- 882 -7850 FAX: 317- 865 -7213 © 2005 DeBoy Land Development Services, Inc. DESIGNED:MLD APPROVED: MLD "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE DRAWN: RCB CHECKED BY: MLD SCALE: 1"= 30' DATE: 11-31-05 PROJECT NO.: 2005-0052 05 -30 -06 FINAL CONSTRUCTION PLANS IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS ■ BEFORE COMMENCING WORK. t J=- o z U_ Q CL W 0 *Vr W � - Z O ul W CL W Cn r. V Z CLIENT NAME: TONY ALDERSON ALLEN COMMERCIAL GROUP 489 S. STATE ROAD 135, SUITE C �� IN. � GREENWOOD, IN 7850 PHONE: 317- 882 -7850 FAX: 317- 865 -7213 © 2005 DeBoy Land Development Services, Inc. DESIGNED:MLD APPROVED: MLD "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE DRAWN: RCB CHECKED BY: MLD SCALE: 1"= 30' DATE: 11-31-05 PROJECT NO.: 2005-0052 C4nO PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS ■ BEFORE COMMENCING WORK.