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HomeMy WebLinkAbout05010061 C101 Development Plan Section 12002 A1 u III I u i i r rI i i i i/ \J a(, G1STE No. -0 0000075 STATE OF a iolliiiiiiiii w oo E 44.....4, a..../..,. DATE: 03/01 /04 PROJECT NO.: 1238.1202 DRAWN BY: DCC CHECKED BY: SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: N: \1 238 \1202 \D WGS \C101 -102. DWG XREF: 1009BS.DWG XREF: 1201 BS. DWG XREF: 1202ABS.DWG XREF: 1202BBS.DWG XREF: CA11.DWG, CA14.DWG XREF: MID- BS- E -B.DWG SHEET NO.: C ..t....1. 0 slaLio 1 u III I u i i r rI i i i i/ \J a(, G1STE No. -0 0000075 STATE OF a iolliiiiiiiii w oo E 44.....4, a..../..,. DATE: 3/1/04 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. COPYRIGHTED BY THE SCHNEIDER CORP. (2004) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www. sch n eidercorp. corn Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 1 0 LC) -C 0 C N DO CN L LI C3 CD 89 0 .9 123 44 263 11EIN 15 DC )..&S 27.44' 262 TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION 893.39 G LG LM IRA C (maw) 1000.001 I ME I (000.00) 260 MFPG =889.1 Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour Existing Elevation New Pavement Grade All Other Finish Grades Match Existing Grades Corrected Grades Storm Structure Number Sanitary Structure Number Flow Arrow 6" Subsurface Drain Swale (0 Water Main Section A B Breakline 20' BL Existing Trees Existing Gas Main Existing Telephone Existing Water Main Existing Flowline Existing Overhead Utilities Minimum Flood Protection Grade 2' Above 100 yr Flooding Source (Lowest Structure Opening Permitted: window, door, etc.) 0 2' Chairback Curb g\ 2' Chairback Curb w/o Gutter c\ 2' Valley Gutter Protective Bollard Face of Curb to Face of Curb Back of Curb to Back of Curb MFPG XX' F -F XX' B -B FOR CONTINUATION SEE SHEET C102 887.9 III SWALE 1.0% EXISTING WETLANDS PER EARTH ,SOURCE INC. FIELD INVESTIGATION 37.0 GL FLAG '36. GL. FLAG 42.0 REMOVE E NG EARTH IUND TC= 892.40 Pk'1 37+34 89D.57 47' OF 15" RCP 256' OF 8" PVC NOTE: ALL WETLANDS LOCATED ON A LOT `WILL BE REMOVED AND MITIGATED ELSEWHERE ON SITE. 40 +00 (890.15), EXISTING WETLAND. PER EARTH SOURCE INc. FIELD INVESTIGATION 890.58 892. 891.44 992:0 TC= 892.50 886.0 889.0 891.2 24.30 o& 235 i i 12OO2B i GL FLAG 36.0 889.2 264.49' 892. 891.7 891.0 891.2 890.3 892.5 880.5 EX. 12" RCP 129 23' 15' DU &SE 765.75' 131.26' 888.0 888.0 330,2 TC= 889.80 INV.= 875.83(NW) 8" PVC 000 TC =86 04` GL FLAG FLA` TC= 884.00 GL MKR 258 MFPG =889.1 52.3)' 15! k)08cSE (66.12 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. 4. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL WASTE DISTRICT SHALL APPLY FOR ALL SANITARY SEWERS. 5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 6. 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. 7. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. 8. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. LJ MFPG =889.1 xistng Clairidge Farms------ G 9. EXPANSION JOINTS AREA 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 TO SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. 10. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 11. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 12. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 13. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 14. ALL FILL AREAS (ENGINEERED FILL) 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 D- 1557). FILL SHOULD EXHIBIT A MAXIMUM DRY DENSITY OF AT LEAST 105 PCF, AND HAVE A LIQUID LIMIT LESS THAN 50 AND PLASTICITY INDEX OF LESS THAN 25. SANDY FILL MUST HAVE LESS THAN 15;1 FINES PASSING A #200 SIEVE. 15. WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT. 16. 100 YEAR FLOOD PLAINS, FLOODWAY FRINGES FLOODWAYS PER FEMA AND IDNR STUDIES: NONE 886.0 IME 57 885.0 r 212 OF i2 RCP 236..01' NOTE: IN EP T EX. SUB- SURFA(' DRAIN AT STRUCTURE P601. TC= :884 .22' OF 12" RCP HOLEY MOLEY SAYS ec DON'T DIG BLIND 'IT'S THE LAW' CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. GL FL `.SSD -INV MKR G2 48:0.. GL MKR 42 03_ DANGER! USE EXTREME CAUTION! Panhandle Eastern Pipe Line Company high pressure natural gas pipelines. Panhandle must be notified Directly at 317 873 -2410 and through the Indiana One -Call System two (2) EuIi working days in advance of any activity within the easement and have representative present tiu.ring any excavation over or adjacent to its pipeline. The Notes section of the drawing should also contain the following restrictions: 1. No permanent structures of any kind shall be permitted, placed or erected within the easement area, including storm drain, catch basin, septic systems, water impoundments, fire hydrants, sign boards, supports, brace poles, telephone and power line poles. 2. All roads, driveways, storm drains and utilities shall cross the pipeline at near or right angles extending the width of the easement parcel. Road crossings much cross at right angles and have a Minimum cover of 36" between the top of the pipeline and bottom of the pavement extending the width of the easement parcel. Proposed street intersections and cul de sac shall be designed outside of the easement parcel. All utilities shall be constructed below the pipelines with a minimum cla -rance equal to the diameter of the larger u ility, whichever is greater, but no less that 18 The storm drain must be solid, imperious material ex tending the width of the easement parcel. No foreign structures, appurtenances or related fittings will be permitted within the easement parcel. 3. Telephone, electric, and plastic gas lines under "shall be installed under the pipeline, where ,practical, and in conduit. 4. No trees, evergreens or shrubs shall be permitted, placed or planted anywhere on the easement parcel. 5. Proposed ditches must have a minimum cover of 36" between the top of pipeline and bottom of ditch. 6. It is a violation of Federal Law to deface, obstruct or remove markers without permission from the pipeline company. Penalties: Up to $5,000, 1 year in Jail or Both. NOTE: ANY EASEMENT OR RIGHT -OF -WAY SHOWN ACROSS OR WITHIN THE PANHANDLE EASTERN PIPELINE EASEMENT IS SUBJECT TO THE RIGHTS OF THAT EASEMENT AND PANHANDLE EASTERN PIPELINE APPROVAL. ::203; OF 12 RCP EX. TC 881.73` .EX. 12" RCP CLAIRIDGE :::::FARM:S::::::RE:OUL:ATED: DRAIN::': O N ASSUMED NORTH SCALE: 1 50' C J CO cc Z 0 C, 0