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Home My WebLink About06070061.7ILdI��I��II�� - - - - - - Utility & Drainage Esmt. Building Setback Line Existing Water Main w W - New Water Main Existing Fire Hydrant New Fire Hydrant Existing Water Valve H New Water Valve E _....., T G E -T I� HOLEY MOLEY SAYS DON'T 1. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO 5. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUTOFF VALVE IN AN ACCESSIBLE DIG Existing Fiberoptic Line VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO LOCATION OUTSIDE OF THE BUILDING. BLIND" THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S Existing Gas Main RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS 6. CONTRACTOR TO CONTACT VECTREN ENERGY FOR GAS CONNECTION TO MAIN. MAIN o UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY CONNECTION LOCATION fS TO BE COORDINATED WITH GAS COMPANY (317- 776 - 5535). Existing Electric Line BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN ��- WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, 7. WATER METER PIT LOCATION TO BE DETERMINED BY LOCAL WATER COMPANY, Existing Telephone Line OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH New Gas Main APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. - ` - 2. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL SHALL New Electric Line APPLY FOR ALL STORM SEWERS. CLAY TOWNSHIP REGIONAL 9. THERE ARE NO DRINKING WATER WELLS WITHIN A 100' RADIUS OF ANY GRAVITY SANITARY ! "IT'S THE LAW" WASTE DISTRICT STANDARD SPECIFICATIONS SHALL APPLY FOR SEWER LINES OR MANHOLES ON THIS PROJECT. f CALL 2 WORKING DAYS BEFORE YOU DIG New Telephone Line ALL SANITARY SEWERS. 10. CITY OF CARMEL UTILITIES STANDARD SPECIFICATIONS SHALL APPLY FOR ALL WATER MAIN ASSUMED NORTH 1 -800- 382 -55" Existing Utility Pole 3. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES AND SERVICE LINES. z CALL TOLL FREE RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH SCALE: 1 ��= 30 � PER INDIANA STATE LAW I5-69 -1991. Existing Trees GRANULAR MATERIAL. 11. ALL STORM SEWERS TO BE PRIVATE EXCPET WHERE LOCATED WITHIN PUBLIC IT IS AGAINST THE LAW TO EXCAVATE RIGHT -OF -WAY. 30 0 15 30 60 WITHOUT NOTIFYING THE UNDERGROUND 4. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER LOCATION SERVICE TWO (2) WORKING INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. 12. ALL CONNECTIONS TO EXISTING STORM STRUCTURES MUST BE PROPERLY CONNECTED BY DAYS BEFORE COMMENCING WORK. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY CORE DRILLING THE STRUCTURES AND THEY MUST BE SEALED BACK TO A WATER TIGHT GRAPHIC SCALE. EXCAVATION FOR FIELD LOCATION OF SERVICES. STATE, INCLUDING CONCRETE COLLARS ON THE OUTSIDE AND GROUTED ON THE INSIDE. 111=3C - - -- DU&S UPSTREAM STRUCTURE SIZE Existing Sanitary Sewer - - - -� - -- Existing Storm Sewer -- -ffi - •- New Storm Sewer SLOPE % New Sanitary Sewer INVERI' 1 LEV 11P DOWN (Laterals are shown for reference only) ° C.D. Sanitary Sewer clean -out - - - - - - - - - - - - Subsurface Drain (ssD) 000 Storm Structure Number oora Sanitary Structure Number ILdI��I��II�� - - - - - - Utility & Drainage Esmt. Building Setback Line Existing Water Main w W - New Water Main Existing Fire Hydrant New Fire Hydrant Existing Water Valve H New Water Valve E _....., T G E -T I� HOLEY MOLEY SAYS DON'T 1. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO 5. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUTOFF VALVE IN AN ACCESSIBLE DIG Existing Fiberoptic Line VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO LOCATION OUTSIDE OF THE BUILDING. BLIND" THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S Existing Gas Main RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS 6. CONTRACTOR TO CONTACT VECTREN ENERGY FOR GAS CONNECTION TO MAIN. MAIN o UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY CONNECTION LOCATION fS TO BE COORDINATED WITH GAS COMPANY (317- 776 - 5535). Existing Electric Line BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN ��- WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, 7. WATER METER PIT LOCATION TO BE DETERMINED BY LOCAL WATER COMPANY, Existing Telephone Line OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH New Gas Main APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. - ` - 2. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL SHALL New Electric Line APPLY FOR ALL STORM SEWERS. CLAY TOWNSHIP REGIONAL 9. THERE ARE NO DRINKING WATER WELLS WITHIN A 100' RADIUS OF ANY GRAVITY SANITARY ! "IT'S THE LAW" WASTE DISTRICT STANDARD SPECIFICATIONS SHALL APPLY FOR SEWER LINES OR MANHOLES ON THIS PROJECT. f CALL 2 WORKING DAYS BEFORE YOU DIG New Telephone Line ALL SANITARY SEWERS. 10. CITY OF CARMEL UTILITIES STANDARD SPECIFICATIONS SHALL APPLY FOR ALL WATER MAIN ASSUMED NORTH 1 -800- 382 -55" Existing Utility Pole 3. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES AND SERVICE LINES. z CALL TOLL FREE RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH SCALE: 1 ��= 30 � PER INDIANA STATE LAW I5-69 -1991. Existing Trees GRANULAR MATERIAL. 11. ALL STORM SEWERS TO BE PRIVATE EXCPET WHERE LOCATED WITHIN PUBLIC IT IS AGAINST THE LAW TO EXCAVATE RIGHT -OF -WAY. 30 0 15 30 60 WITHOUT NOTIFYING THE UNDERGROUND 4. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER LOCATION SERVICE TWO (2) WORKING INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. 12. ALL CONNECTIONS TO EXISTING STORM STRUCTURES MUST BE PROPERLY CONNECTED BY DAYS BEFORE COMMENCING WORK. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY CORE DRILLING THE STRUCTURES AND THEY MUST BE SEALED BACK TO A WATER TIGHT GRAPHIC SCALE. EXCAVATION FOR FIELD LOCATION OF SERVICES. STATE, INCLUDING CONCRETE COLLARS ON THE OUTSIDE AND GROUTED ON THE INSIDE. 111=3C - - -- DU&S UPSTREAM STRUCTURE SIZE UPSTREAM GRATES FRANIE NEENAH S7'RL1C1VRE; UP DOWN L (R) DLA. (in) SLOPE % RIM ELEV. UP DOWN INVERI' 1 LEV 11P DOWN 2x2 Type A R -3010 609 608 95 12 0.35 908.17 908.10 905.00 904.67 2x2 Type A R -3010 608 607 66 12 0.35 908.10 908.75 904.67 904.37 60" Manhole Solid Lid R -1077A 607 606 12 12 0.35 908.75 908.55 904.37 904 -33 2x2 Type A R- 3472 606 605 40 12 0.35 908.55 908.55 904.33 904.19 2x2 Type A R- 3472 605 504 40 12 0.40 908.55 908.55 904.19 904.03 2x2 Type A R- 3472 604 603 40 12 0 -40 908.55 908.55 904 -03 903.87 2x2 Type A R- 3472 603 602 39 15 0.25 908.55 908.55 903.67 903.57 2x2 Type A R -3472 602 601 18 15 0.25 908.55 908.00 903.57 903.53 72" MH *' Solid Lid R- 1772 ** 601 726 908.00 # 2x2 Type A R -3472 624 622 48 18 0.40 906.40 906 10 902.60 902.41 2x2 Type A R -3010 623 622 197 15 0.25 905.85 906.10 902.20 901.71 30x3C Type F R -3010 622 621 222 24 0.25 9D6.10 906.00 90111 90055 30x30 Type F R -3010 621 750 13 24 0.30 906.00 900.55 900.51 2x2 Type A R -3472 677 676 40 12 0.35 908.00 908 -00 904,60 904.46 2x2 Type A R -3472 676 675 40 12 0.35 908.00 908.00 904.46 904.32 2x2 Type A R -3472 675 674 42 12 0.35 908.00 907.45 904.32 904 17 2x2 Type A R -3472 674 673 49 12 0,45 907.45 908.00 904.17 903.95 2x2 Type A R -3472 673 672 40 15 0.30 908.00 908.00 903.75 903.63 2x2 Type A R -3472 672 671 40 15 0.30 90800 908.00 903.63 903.51 2x2 Type A R -3472 671 670 48 15 0 -35 908.00 908.00 903.51 903.34 2x2 Type A R -3010 663 662 84 12 0.35 907.59 907.29 903.95 903.66 2x2 Type A R -3010 652 661 86 12 0.45 907.29 907.39 903.66 903.27 2x2 Type A R -3010 661 660 93 15 0.35 907.39 907.25 903.07 902.74 2x2 Type A R -3472 659 658 40 12 0.35 907,90 907.90 904.60 904.46 2x2 Type A R -3472 658 657 40 12 0.35 907.90 907.90 904.46 904.32 2x2 Type A R -3472 657 656 40 12 0.35 907.90 907.90 904.32 904.18 2x2 Type A R- 3472 656 655 49 12 0.35 907.90 907.90 90418 904.01 2x2 Type A R -3472 655 654 42 12 0.50 907.90 907.90 904.01 903.80 2x2 Type A R -3472 654 653 40 15 0.30 907.90 907.90 903.60 903.48 2x2 Type A R -3472 653 652 40 15 0.35 907.90 907,90 903.48 903.34 2x2 Type A R -3472 652 651 38 15 0.50 907.90 907.90 903,34 903.15 2x2 Type A R -3472 651 650 11 15 0.50 907.90 907.65 903.15 903.10 2x2 Type A R- 3010 644 643 85 12 0.35 907.52 907.42 904.20 903.90 2x2 Type A R- 3010 643 642 85 12 0.50 907.42 907.52 903.90 903.48 2x2 Type A R -3010 642 641 83 15 0.30 907.52 907.25 903 -28 903.03 2x2 Type A R -3472 638 637 40 12 0.35 907.70 907.70 904.40 90426 2x2 Type A R -3472 637 636 41 12 0,35 907.70 907.70 904.26 904.12 2x2 Type A R -3472 636 635 43 12 0.35 90770 907.70 90412 903.97 2x2 Type A R -3472 635 634 48 12 0,35 907.70 907.70 903,97 903.80 2x2 Type A R-3472 634 633 39 12 0.35 907.70 907.70 903.80 903.66 2x2 Type A R -3472 633 632 41 12 0,40 907.70 907.70 903.66 90150 2x2 Type A R -3472 632 631 $5 12 0.40 907.70 907.70 90350 903.36 2x2 Type A R- 3472 631 630 22 12 0.50 907.70 907.65 903.35 903.25 48" Manhole Solid Lid R -1077A 670 660 85 15 0.45 908.00 90725 903.34 902.96 30x34 Curb Inlet R- 3010 660 650 115 18 050 907.25 907.65 902.54 901.97 48" Manhole Solid Lid R -1077A 650 641 82 21 050 907.65 907.25 901.77 901.36 30x30 Curb Inlet R -3010 641 640 16 24 0.40 907.25 908.05 901.16 901.10 AquaSwirl AS -5 CFD 640 630 70 24 0.50 908.05 907465 901.10 900.75 60" Manhole Solid Lid R -1077A 630 864 42 24 0.50 907.65 904.60 900.75 900.54 2x2 Type A R- 3472 684 683 103 15 0430 906.35 904450 901100 900.69 2x2 Type A R- 3473 683 682 102 15 0.30 904.50 904.50 90069 900.38 48" Manhole Solid Lid R -1077A 682 820 48 15 0.30 904.50 903.40 900.38 900.24 NOTE: SEE SHEET C806 FOR DOWNSPOUTS THAT SHALL BE CONNECTED TO STORM STRUCTURES. ** SEE DETAILS 1 & 2 ON SHEET C806 FOR HAMILTON COUNTY SURVEYOR'S OFFICE REQUIREMENTS p Z c� z ¢W cj::� 0 � z U� M L_F- �Uj mZD US co zLo W MG :M N v V O Uj a-4 oL� CLn n o 5 S w W LUQ im I I � I cii o 0 0 cn 4 w o o rY L' r i T 00 * PE1 500260 STATE OF /fIIfIQ11114f1U \1 \ \� \�� DA • 2,� �6(v THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. Q COPYRIGHTED BY THE SCHNEIDER CORP. (2005) f q 4bi Schneider THE SCHNEIDER CORPORAWN Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 10/31/05 1238.044 z` Cat co z RDR ALF SHEET TITLE: UTILITY PLAN DRAWING FILES: . \1238 \044 \dwg5\C105- C106.dwg REF: N: \1238 \TOPS \Ca21.dwg (REF: N: \1238 \6001 \dwgs \12386001e.dwg N: \1238\ 6001 \dwgs \PETRGRU \PETTIGRU- BS.dwg N: \1238 \6001 \dwgs \Towne Road \TR- STW -BSdwg N: \1238 \6003 \dwgs \6003- 8S.dwg XRER N: \1238 \D44 \dwgs \TiUe1.dwg � N: \1238 \044 \dwgs \0Ws.dwg XRER R: \5k \5471 \001 \dwgs \5471001bs.dwg 0 (CnOS I Q O :J C E-- Cn Q�% C�-I EE V 1 C) a x C\2 rn DATE: PROJECT NO.: 10/31/05 1238.044 DRAWN BY: CHECKED BY: RDR ALF SHEET TITLE: UTILITY PLAN DRAWING FILES: . \1238 \044 \dwg5\C105- C106.dwg REF: N: \1238 \TOPS \Ca21.dwg (REF: N: \1238 \6001 \dwgs \12386001e.dwg N: \1238\ 6001 \dwgs \PETRGRU \PETTIGRU- BS.dwg N: \1238 \6001 \dwgs \Towne Road \TR- STW -BSdwg N: \1238 \6003 \dwgs \6003- 8S.dwg XRER N: \1238 \D44 \dwgs \TiUe1.dwg N: \1238 \6001 \dwgs \6W -BS dwg N: \1238 \044 \dwgs \0Ws.dwg XRER R: \5k \5471 \001 \dwgs \5471001bs.dwg SHEET NO.: (CnOS