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HomeMy WebLinkAbout04-97.06M L K J H G F E U C C� A 2 2 also] 3 4 BENJAMIN McDUFFEE RUN BENJAMIN McDUFFEE RUN BENJAMIN McDUFFEE RUN & WHEELWRIGHT WAY SCALE: 1"=30' 4 5 5 L 1 - H !_ PC 1 +6= LLJ W 2 7 7 c� W W L= 8 1 9 1 10 1 11 1 12 1 13 1 WHEELWRIGHT WAY SCALE: 1 " =30' 1 14 1 15 HOLEY HOLEY SAYS "DON'T DIG BLIND „ 1- 800 - 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE YMTHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 15 GENERAL NOTES I. 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 RESPONSIBLITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUB- CONTRACTOR 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 OF RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CITY OF LAWRENCE. 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 BE 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. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS, 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 10_ CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 11. 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 SIDEWALK AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. 12. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETURATED INTO STORM SEWER SYSTEM OR LAKE, 13. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM- 1557). 14. FOR EASEMENT LOCATIONS SEE RECORDED PLAT. 15. FOR STORM AND SANITARY SEWER STRUCTURE LOCATIONS SEE DEVELOPMENT PLAN. BENCHMARK TBM 11 USGS BENCHMARK DISK STAMPED "95 REP' IN CONCRETE POST t1' ABOVE GROUND AT THE NW CORNER OF 131st & RIVER ROAD. ELEVATION = 751.46 Revisions T' OP G \STE 0y No. .0 9500028 STATE OF ;4j CERTIFIED BY THIS DRANNG AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED WREN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF SDI EIDER ENGINEERING CORPORATION AND ARE NOT TO BE USED OR REPRODUCED N MIIDLE OR N PART, ■THOUT THE VdTTEN CONSENT OF SCHNEDER ENGNEERNG CORPORATION_ ©1996, Schneider Engineering Corporotion r Schneider Ing (;*orafioii' 12726 Hamilton Crossing Blvd. Engineering Carmel, Indiana Surveying 46032 Landscape Architecture 317- 574 -3797 GIS i US 317- 574 -3799 Fax Geology A Partnered Entity with Bohlen, Meyer, Gibson do Associates, Incorporated M L J H G F C C BDC /CARDINAL ASSOCIATES, LP. BROOKS LANDING AT PRAIRIE VIEW, SECTION 3 B CAR1 M INDIANA CUL -DE -SAC & INTERSECTION DETAILS Date Project No. Drawn Approv. 12/18/96 1065.23 DCC Computer Files Sheet No. J. \1065\DWGS \23 \C301 _DWG XREF: J: \1065 \DWGS \23\ 1B ASE aaf' �1J/ XREF: J: \1065 \DWGS \31 \316ASE XREF: J: \1065 \DWGS \1065T0P0