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HomeMy WebLinkAboutAs BuiltF E D C rA 4 3E 2 M -ME n -RAE 7 ` 3 4 M 5 �' 6 n• ann V p•` �a 9 TT.C. M a Ia 400JE TA , NW 401 M 76 e i M 9 w8619 NO 879.67 M S 86 16 NW.863.06 404 S.. MANHOLE 883.90 86 80 NW 863,70 M 887 4.33 N 865.irl, W .OS SE 406 MANHOLE 0 875.14NE, 875.04 S V MANHOLE BM50 8 614 NL 876.04 SW 613 A v+ 878.64 SW 7469 i ANmT 180.66 1 875.13(12")E 616 1 END SECTION 878.1 12 0 1 INLET884.65 0 6131 I 880.6 12 NW 6191 END SECTION 878.1 12 6201 Q 881.1 12• 881.1 12 N - • 635 y 87&10(12') rA 4 3E 2 M -ME n -RAE 7 ` 3 4 M 5 �' 6 n• ann V p•` �a 9 3 45' STT'! IM" W. 813. 7 { NY E. R3^ 12' PATWAY EASEMENT +r* + -12' PA"AY EAS 11 112 13 14 15 HOLEY MOLEY SAYS ...•�L. - . "DONT 6ANTARY STRUCTURE TABLE DIG 1 ALL GRADES AT BOUNDARY SHALL MEET rXISTINC GRADES. TT.C. M a Ia 400JE TA , NW 401 M 76 860.98 W 860.88 i M 9 w8619 NO 879.67 M S 86 16 NW.863.06 404 S.. MANHOLE 883.90 86 80 NW 863,70 3 45' STT'! IM" W. 813. 7 { NY E. R3^ 12' PATWAY EASEMENT +r* + -12' PA"AY EAS 11 112 13 14 15 HOLEY MOLEY SAYS ...•�L. - . "DONT 6ANTARY STRUCTURE TABLE DIG 1 ALL GRADES AT BOUNDARY SHALL MEET rXISTINC GRADES. BLIND* 2' 'VERRIIFYALL Ezl� c ' � DCONDITIONS - SNR TO 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 U11UTY 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 "ITS THE LAW"Prig D• CALL 2 MolacMC DAYS BEFORE You D16 - ` 3. STANDARD SPECIFICATIONS FOR THE CITY OF L 1-800-382-5544 CARMEL, INDIANA SHALL APPLY FOR ALL SANITARY STORM STRUCTURE TABLE A S Tau FREE SEWER AND STORM sEWERs. PER INDIANA STATE uw IS49-1991. I 4. ANY PART OF .THE SANITARY OR Sr,#RM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH TT.C. M a Ia 400JE TA r NW 401 M 76 860.98 W 860.88 i M 9 w8619 NO 879.67 M 881jeo 86 16 NW.863.06 404 M MANHOLE 883.90 86 80 NW 863,70 M 887 4.33 N 865.irl, W .OS SE 406 MANHOLE 887.00 875.14NE, 875.04 S 407 MANHOLE BM50 8 614 NL 876.04 SW 613 WHOLE 886.30 878.64 SW 7469 i ANmT 180.66 1 BLIND* 2' 'VERRIIFYALL Ezl� c ' � DCONDITIONS - SNR TO 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 U11UTY 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 "ITS THE LAW"Prig D• CALL 2 MolacMC DAYS BEFORE You D16 - ` 3. STANDARD SPECIFICATIONS FOR THE CITY OF L 1-800-382-5544 CARMEL, INDIANA SHALL APPLY FOR ALL SANITARY STORM STRUCTURE TABLE A S Tau FREE SEWER AND STORM sEWERs. PER INDIANA STATE uw IS49-1991. I 4. ANY PART OF .THE SANITARY OR Sr,#RM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH IT IS AGAINST THE LAW IO EXCAVATE "OUTIND SERVICE TWO ( THE 2)WORKI�NG ASSUMED NORTH T T.C. M a END SECTION 871.2 12 r END SECTION 872.00020) END SECTION 8720f 18 i INLET 879.87 874.13(18')W. 873.76051S. 873. 1 NO 879.67 874.%180)W.874.%18')E SERVICE WALKS SHALL BE N* -REINFORCED CONCRETE 4' ' 1• 1' 9 1 • SW 87 9 15' r6O8 MANHOLE 883.90 876.4215' SW 876.42051NE INLET 88284 876.91 15• SW 878. 12• 878.91 15 MANN BO&OO 877.26 120 877.26(15'X 611 1 • 612 INLET 882.84 878. 12 SE 613 INLET 879.15 874. 1 874. i 874.5612 614 INLET 878.86 874.81021N 615 INLET 879.15 875.13(12")E 616 1 END SECTION 878.1 12 617 1 INLET884.65 880.5112 880.511 6131 INLET 884.65 880.6 12 NW 6191 END SECTION 878.1 12 6201 MEET r 885.51 881.1 12• 881.1 12 6211 INLET • 635 END SECTION 87&10(12') 636 INLET 885.93 W-08021%881. 1 637 INLET 885.93 881.2 12 881.25021N 638 1 END SECTION 861.6 12 6391 END SECTION 87&1 12 640 1 END SECTION 877.00(12") IT IS AGAINST THE LAW IO EXCAVATE "OUTIND SERVICE TWO ( THE 2)WORKI�NG ASSUMED NORTH 5. GRANULAR MATERIAL THE SIZE AND LOCATION OF EXISTING UTILITIES SHOMM ARE DAYS BEFORE COMMENCING WORK.PER SCALE: 1 „=50' PROVIDED By THE RESPECTIVE UTILITY COMPANIES. INFORMATION AUTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 6. SERVICE WALKS SHALL BE N* -REINFORCED CONCRETE 4' ' THICK AND 4' IN WIDTH. K 7. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 8. EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS, SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN ", --�- --' Existing Storm Sewer EXPANSION JOINTS, CONTRACTION JOINT; AND PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. New Storm Sewer 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS, 10. ALL CONSTRUCTION ACTIVITY ON TMS SITE TO BE J , Existing Sanitary Sewer PERFORMED IN CMMARM WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. • 11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES, New Sanitary Sewer 12. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES 000 - Existing Contour PERPETUATED INTO STORM ST"S INTERCEPTED /--- NIN ELEV WRITING THE OWNER AND THE ENGINEER M ANY DESC Existing Elevation CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. w/ description 13. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1554 FILL H ® New Pavement Grade UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 PAMEUA SUE COX PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). INSTR. 971-8726, ' :� ,.. - : '�- � � All Other Finish Grades Storm Structure Number Revia'ions . .�. • 1. 07/23/99, MG: REV15f_D PER TAC COMMF?ITS. Sanitary Structure Number \ Flow Arrow. c ,. Denotes Elevation and 1 \ �'� ' \ ' 1 ► 000.0 Approximate Pad Size / \ Minimum Flood Protection MFPG Grade (100 )r. Pond Elev. +2' F tlVtn/0 Window Out BL CK C ;, . s .y� / _ _ _ _ _ 6" Subsurface Drain \187200 - - 0rJ\STEN.PJ00 =875.12 Swale RFr°y 9500028 ct Water Maino STATE of ` DETAIL\\ �F D!`� �U�' E C1 03 Emergency Flood i WYN 00 t I i .�, • �� �� �, ,,� '�• Routing TBM UUSSGS BENCHMARK CUT 'X' NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION - 893.39 CERfIF1ED BY K � eC1 TMS DRAWN NO 1!E DEA3, Q'I W AIO 0d1E , ODKIA/ED M9lF7N ARE TME E>IMM 1(1iL,ECP^ PRO" OF TME SMSEW CORPORATION NO) ARE ICT TO BE VIM OR PUROW N OW OI! N PART. WT W TME IN I IDI W4W OF TME SDOEI M WWORAT10N. 1999, The Schrle * Capomtlm r" The &bneidff Cor"afton 12726 Hamilton Crossing Blvd. EnKineerinK Carmel, Indiana Surveying 46032 Landscape Arrhiteetnre 317-574-3797 CIS 0 LIS 317-574-3799 Fax Geology Former(j Schneider EnRlueerinS Corp. / Bohlen. 119M. C16eon ! Aeroc. ,B'rR M D'E EWP'1 M CO., TN'C. HIGH GROVE AAIQLTON COOIrI'°Y, D(IWA DEVELOPMENT PLAN Daae Project No. Drmm Approv. 06/18 99 2464.001 C JC A C a Computer F51es Sheet 30- A ,k �I(�2484\001�GS�C101.OWG XREF 001ABASWG OU.- OU.-OOIBBASLDNiC XREF: 24640ILT-DWG