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Home My WebLink About03030051.8:'I 885 ::1, 875 870 865 PLAN NINE SCALE 1" = 50' PLAN TEN SCALE, 1" = 50' RIM EL=880.41 INV IN=876.56 INV OUT=875.76 733 732 STATION=0+15.00 STATION=o+oo 885 4w E-88e:6e 885 881.04 -RW -X880 -.q - 875.94 i"N �$ 1 Y 0610=876.04734 875.54 [�g8 STATION=0+45.00 874.72 -RIM--EL=880:66- 880.37 fNV-ObT=876.93- 876.95 880 880 15' DIA. STORM 735-732 RUN\j\ 875 0000 875 RC4L 29.8 L 12" RCP ® 1.31% 15.A LF 12' RCP 19 1.45% 870 1 1 870 -� co co ao 0+00 0+50 PROFILE TEN HOR. SCALE 1" 50' VER. SCALE 1" 5' 737 M 740 CO M so 64.38 741 bn STATION=0+00 LL 00 878.43 STA 00 O ao "00* 00 zev zcc 00cc Q 736 1W IN -1373-5487 52 873.98 874.83 Q cc Go 873.83 874.73 INV ouf�878.15 1- STATIO =0+77.96 735 2+00 2+50 3+00 3+50 4--00 4+50 5+00 5+50 RIM =882.23 STATION=1 +36.43 ------------ 0 0.59% 732 CO 134 LF 27" RCP 0 0.40% 29,g L 24" - 88165 REQUIRED STATION=2+52 52 8' CIA. SANfTARI - - - -n n 'NY-fN=8R,50- 877.10 RIM EL=880.9881.04 513 514 RUN - - - _ W e f -8 90 875.90 Itpf IN NY?_ 875.94 000 ' - _ - 874.72 0 0°0 0 0 0000 0°0°0°0° 731 724 STATION 5+53.80 o°o°o 00000 o°o°o°o° 00000000 STATION=5+00.1 _ 876.28 ° ° ° ° o ° -EM IiLrI376-26 876.28 -8,0:98-870.911 00000 0 0 0 00°0°0°0 0 0 0000 872.93!NY IN( N - t11t 870.93 L INY - 871.28 -CNV fN - . 870.93 ---------- 12" DIA. STOR A -'NY 80T 870.78 75.9 LF 12' RCP 0 0.67 734-733 RUN _ - - 7:__ 59.4 LF 15" 113.9 LF 15' _ _ - R P 00°0 0 °°°°°° °0°000 °00000 24 2 LF 15" RCP 0 0. °00000 15' DIA STORM 8" DIA fTARY725-724 2% =SADDLE RUN STA 0+0 REQUI ED 18' DIA. STO 513-508 RUN _5+� 53.8 LF 18" 727-724 RU SIA SANITARY 8' DUl SANfTARY RCP 0 0.56 STA. 0+23 517-5D9 RUN 508-509 RUN INV.=B 71.17 INV.=869.03 PROFILE NINE HOR. SCALE, 1" = 50' VER. SCALE, 1" = 5' :•1 885 885 738 STATION=0+0 IAV -873:09.1 875 END SECTION 870 865 PLAN ELEVEN SCALE, 1" = 50' M 740 CO M so 64.38 741 bn Dcoo LL 00 878.43 STA 00 O ao "00* 00 zev zcc 00cc Q Cf) 1W IN -1373-5487 52 873.98 874.83 Q cc Go 873.83 874.73 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4--00 4+50 5+00 5+50 PROFILE NINE HOR. SCALE, 1" = 50' VER. SCALE, 1" = 5' :•1 885 885 738 STATION=0+0 IAV -873:09.1 875 END SECTION 870 865 PLAN ELEVEN SCALE, 1" = 50' °rte° nis arm- arm°i� ten'R 00 40 eo go co GO so co go 880 0+00 0+50 1+00 1+50 2+00 2+50 3+00 875 PROFILE ELEVEN M HOR. SCALE, 1" 50' 870 VER. SCALE, 1" 5' 865 6+00 ::9 742 STATION=3+44.16 RIM -$=878:06 877.84 875.14 880 875 870 865 3+50 0:\1998\980528\20100\CAD\SURVEY\ASBUILTS\STORM\C705.DWG\HUT STORM SEWER PLAN AND PROFLE NOTE& 1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART 'P' APPLIES fO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 2. IN ADDMON, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFM SYSTEM BY A REGISTERED PROFESSIONAL ENGINEEP, 3. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, UFT RINGS, STEPS AND PIPE CONNECTIONS WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. 4. Ali STRUCTURES (IL- MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS. THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. 5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRfTY OF THE STRUCTURE AT NO COST TO THE OWNER. 6. STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGE FLOW INTO THE STRUCTURE 7. STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAY REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS. 8. FULL DEPTH GRANULAR BACKFILL SHALL. BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL PAVED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. 9. SEE SHEET C707 FOR STORM SEWERAGE SPECIFICATIONS. 10. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE END SECTIONS. 11. DEBRIS GUARD TO BE INSTALLED ON INLET PIPE STRUCTURES AND OUTFALL. POND/STREAM STRUCTURES. PROFILE LEGEND EXISTING GROU D PROPOSED GRADE 805 --- ---- 805 LO EXISTING 9 '*-GRADE GROUND r` GRADE 800 800 DATUM 2+00 4 STATIONING 000 GRANULAR BACKFILL °o° SEE NOTE 8 It DON'T Su. DIG BLIND 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA CAU TI ON LOCATIONS OF All EXISTING UNDERGROUND UTILITIES SHOWN ON THIS Pt AN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, m1yes, and marks mode upon the ground by others) AND ARE SPECULATIVE IN NATURE THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAIn EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY ANl1 ALL CONSTRUCTION. i .1r z to a� �w w J Z U V) U O W =UZNVI a'<_F=z vlwW~z U w Q z 25 5 =zoEZ00 U U ZQ> 4 Z Z Q W J W w g ■ U z 00 Cr) t` wk QO LU N O Q 00 U n N CL OZr-•- w < U cc Qzx � x - Q a 0w- U 0 JO L cV a_ ■ 1l- Q O 'Qzr v CV D 00 00 Q C M 740 CO M 739 STATION= 1 64.38 741 a LL STATION=1+34.38 878.43 STA 0N=2+89.38 Z RIM�8�06 87&D7 - 874.00 878.38 Q Cf) 1W IN -1373-5487 52 873.98 874.83 Q cc - ,87152 873.83 874.73 - 173.0 1 o 0 0 000 00 24' DIA STORM � C 000 0 743-7 RUN 124.5 LF 12" RP ------------ 0 0.59% 54.8 LF 12' CO 134 LF 27" RCP 0 0.40% 29,g L 24" RCP 0 0.57% RCP 0 1.04% REQUIRED 8' CIA. SANfTARI SIA. 1+89 513 514 RUN INV. 872.18 °rte° nis arm- arm°i� ten'R 00 40 eo go co GO so co go 880 0+00 0+50 1+00 1+50 2+00 2+50 3+00 875 PROFILE ELEVEN M HOR. SCALE, 1" 50' 870 VER. SCALE, 1" 5' 865 6+00 ::9 742 STATION=3+44.16 RIM -$=878:06 877.84 875.14 880 875 870 865 3+50 0:\1998\980528\20100\CAD\SURVEY\ASBUILTS\STORM\C705.DWG\HUT STORM SEWER PLAN AND PROFLE NOTE& 1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART 'P' APPLIES fO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 2. IN ADDMON, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFM SYSTEM BY A REGISTERED PROFESSIONAL ENGINEEP, 3. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, UFT RINGS, STEPS AND PIPE CONNECTIONS WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. 4. Ali STRUCTURES (IL- MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS. THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. 5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRfTY OF THE STRUCTURE AT NO COST TO THE OWNER. 6. STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGE FLOW INTO THE STRUCTURE 7. STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAY REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS. 8. FULL DEPTH GRANULAR BACKFILL SHALL. BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL PAVED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. 9. SEE SHEET C707 FOR STORM SEWERAGE SPECIFICATIONS. 10. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE END SECTIONS. 11. DEBRIS GUARD TO BE INSTALLED ON INLET PIPE STRUCTURES AND OUTFALL. POND/STREAM STRUCTURES. PROFILE LEGEND EXISTING GROU D PROPOSED GRADE 805 --- ---- 805 LO EXISTING 9 '*-GRADE GROUND r` GRADE 800 800 DATUM 2+00 4 STATIONING 000 GRANULAR BACKFILL °o° SEE NOTE 8 It DON'T Su. DIG BLIND 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA CAU TI ON LOCATIONS OF All EXISTING UNDERGROUND UTILITIES SHOWN ON THIS Pt AN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, m1yes, and marks mode upon the ground by others) AND ARE SPECULATIVE IN NATURE THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAIn EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY ANl1 ALL CONSTRUCTION. i .1r z to a� �w w J Z U V) U O W =UZNVI a'<_F=z vlwW~z U w Q z 25 5 =zoEZ00 U U ZQ> 4 Z Z Q W J W w g ■ U z 00 Cr) t` wk QO LU N O Q 00 U n N CL OZr-•- w < U cc Qzx � x - Q a 0w- U 0 JO L cV a_ ■ 1l- Q O 'Qzr v CV D 00 00 Q C CERTIFIED BY: C\2 M O LO Q ko O w V Dram k. Oaded BRUCE HAM Quality Am once: 0 Seale: 1' -50 ' Shwt C705 Dafs 09-30-89 M CO M U_ a LL cc Z Q Cf) c Q cc J IL CO CC 1 W 3::r � C CC 0 Cr v 1 CO = COa CERTIFIED BY: C\2 M O LO Q ko O w V Dram k. Oaded BRUCE HAM Quality Am once: 0 Seale: 1' -50 ' Shwt C705 Dafs 09-30-89