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Home My WebLink About32-96.32M L K J H G F E C Lo B Ln Ln CX Q F- N 0 N A Ln m rn 0 / 3 CM co CM 1 �Y1r •h + s� 2 W LOCATION OF V SIDEWALK TO BE DETERMINED BY THE CITY OF CARMEL Pq 3 4 5 0 ' .F- 7 0 FOR CONTINUATION SEE SHEET C103 10 + 59 754.2+ 12�c,`�'1 / 9�: SYCAMORE FARM V SECTION 1 ------ —.. -- ---- 4_1 4 11 I 12 i i ASSUMED NORTH SCALE: 1"=50' Na.er MoLer SAYS "DON'T DIG BLIND" 13 I 14 1 15 GENERAL NOTES: 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL. INDIANA SHALL APPLY FOR ALL SANITARY SEWERS AND STORM SEWERS. 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BY NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 6. SERVICE WALKS SHALL BE NON– REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. 7. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. e. V CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUC11ON TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. BENCHMARK: CHISELED TRIANGLE ON SOUTHWEST CORNER OF THE 116th STREET BRIDGE OVER COOL CREEK. ELEVATION = 748.85 Revisions =890267�Z �� : STATE OF 10� S t ,•��, \\ /1/1111NAL CERTIFIED BY THIS MAIM AND TIE WAS, DESNNS AND CONUM Wff#= HM AK TIE D CLUSIVE N1EI111Ift PROPERLY OF SDDEEIOER EII01EE1ft OORPMIM AND ARE NOT M BE USED OR RUC KM N 1A ME OR N PART, WNW 11E OOTO CONSENT OF W#EOER 0 6PI E " RPOR CO lw 41995, SchneKler Engineering Corporation r &bneidff Engm, c4c'�p bOn 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 GIS • US 317- 898 -8282 Geology 317 -899 -8010 Fax A Partnered Entity with Bohlen. Meyer, Gibson & Associates, Incorporated C. P. MORGAN COIONNPPiES, LP. SYCAMORE FARM SECTION 2 CARM INDIANA DEVELOPMENT PLAN Date Project No. Drawn Approv. 4/18/96 985.02 DMW L K J falllllll• G F E C B Computer Piles 1- 800 -582 -6644 A CALL TOLL FREE 1 -800 -428 -6200 XRff- 98502PLDWG FOR CALLS OUTSIDE OF INDIANA PER INDIANA STATE LAW IS-69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITFIOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING MARK. LEGM - Bd tang Storm sew _ — — —�— — New Storm Sewer ExistN Sanitary Sewer - - - -- -- - New Sanitary Sewer ---- -� (Laterals an shorn for rswwi s only See Sanity► Plan a Prom. for L000tfan.) Existing Contour E I= v Existing Elevation w description g DESC ® New Pavement Grade ® All Other nnish Grades t� Corrected trades ® Storm Structure Number ® Sanitary Structure Number now Arrow Ono Denotes Lowest Pad Elevation 00110 Denotes Fain Pad Elevation Denotes Pads to be Butt and Compaction Tested _I _ 6' Subsurface Drain w /4' E Lateral Connection & Riser ... —" Swale (� 13 I 14 1 15 GENERAL NOTES: 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL. INDIANA SHALL APPLY FOR ALL SANITARY SEWERS AND STORM SEWERS. 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BY NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 6. SERVICE WALKS SHALL BE NON– REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. 7. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. e. V CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUC11ON TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. BENCHMARK: CHISELED TRIANGLE ON SOUTHWEST CORNER OF THE 116th STREET BRIDGE OVER COOL CREEK. ELEVATION = 748.85 Revisions =890267�Z �� : STATE OF 10� S t ,•��, \\ /1/1111NAL CERTIFIED BY THIS MAIM AND TIE WAS, DESNNS AND CONUM Wff#= HM AK TIE D CLUSIVE N1EI111Ift PROPERLY OF SDDEEIOER EII01EE1ft OORPMIM AND ARE NOT M BE USED OR RUC KM N 1A ME OR N PART, WNW 11E OOTO CONSENT OF W#EOER 0 6PI E " RPOR CO lw 41995, SchneKler Engineering Corporation r &bneidff Engm, c4c'�p bOn 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 GIS • US 317- 898 -8282 Geology 317 -899 -8010 Fax A Partnered Entity with Bohlen. Meyer, Gibson & Associates, Incorporated C. P. MORGAN COIONNPPiES, LP. SYCAMORE FARM SECTION 2 CARM INDIANA DEVELOPMENT PLAN Date Project No. Drawn Approv. 4/18/96 985.02 DMW L K J falllllll• G F E C B Computer Piles Sheet No. A XREF- 98501PLDWG XRff- 98502PLDWG XREF- 9Ii5TOP0.DMIG OF 19