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HomeMy WebLinkAbout67-96.42t, 8 G I f III FTION FITT FARM 754-3 I # TION THREE 1 �' r I I I ,1 �- I ,.- r- 75 1 F it--� - -� _- E !, I 3.78 t f I II 56, 6 75 62 II II ftft Iftft �� II 75 4. woo UAW 754 11 111 75:.2 III 1I� 11I11r1 +' -11'1 5 6 7 8 9 754.t7C� 195.85' '�\ F 754.6 754.8 J�il,Jf t 154.3 7� 1 I+25 .x'11 6.7 i x f Nt I I I I I I I I I I i I I I I 757.2 �r U 755. 0 r_— O 54.5 O 0 b '54 0- I/ - 754-. * i 10 11 12 13 14 1 15 KEY MAP LEGEND -= Existing Storm Sewer --♦-- — New Storm Sewer - -- - Existing Sanitary Sewer New Sanitary Sewer Existing Contour - Existing Elevation w/ description ® New Pavement Grade 0U-0 -0 All Other Finish Grades (000.00) Corrected Grades Storm Structure Number ® Sanitary Structure Number Flow Arrow Denotes Elevation and 000,0 Approximate Pad Size 6' Subsurface Drain �* ** -- Swale (� —W Water Main HOLEY YOLEY SAYS DON'T DIG BLNi1D" Im800= 3824644 CALL TOLL FREE 1-00 -428 -6200 FOR CALLS OUTSIDE OF INDIANA PflR INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE IMTHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTIW 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUF VERIFY ALL EXISTING UTILITIES AND CONDITION' - THIS PHASE OF WORK. IT SHALL ALSO BE THE SUts". 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 AND 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 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. 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. 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION 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. 12. 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. 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 D- 1557). Revisions B.E.T. 8 -20-96 REVISED PER TA c. COMMENTS -w �%STER ooy No. ; ( 9500028 I ;0 \� STATE OF fib 01 AN \ 4` ,+r L I J H G F E CERTIFIED BY 1HIS WAMG AM TILE M4 DESIM AND CMW7S CWTAW WIM ARE 111E DMW NIE IMAL PNa OTY T Sa1n W ORE MIG ooAPaRATM Ate ARE NOT 10 BE USED DR RMPRODM N *KU OR N PART, WNW M MNflM CM&Dff OF SOMa1DER D OCN3 NG 00RPaRA7M ©1996, Schneider Engineering Corporation 1�l�L�.�I.tL C 'on C 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 Landscape Architecture 317- 898 -8282 GIs a US 317 - 899 -8010 Fax Geology A Partnered Entity with Bohlen, Meyer, Gibson do Associates, incorporated BDC /CARDINAL ASSOCIATES, LP. BROOKS LANDING AT PRAIRIE VIED SECTION ONE B CARD INDIANA DEVELOPMENT PLAN Date Project No. Drawn Approv. 07/31/96 1065.21 D.T.R. Computer Files Sheet No. Jc \1065 DWGS\21 \Ct03 AU. ,k -\1065 \DWGS\21 \21BASE )QU. J:\1O65\DWGS\13\13BASE VO. -k \1065\DWGS \12 \128ASE VO. ,k \1065 \DWGS \1065TOP0