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HomeMy WebLinkAbout71-01 SP Hamilton County Details C803OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND NTRPS CURB CASTING MEN LESS THAN 48" GREATER THAN QUALITY OF REQUIRED CASTING •9601 TL (INCHES) FROM T/C TO 48" FROM T/C PIPES WILL Inches •R -9601H It TR 0 INVERT TO INVERT REQUIRE 5/8 1/8 6' a a CHEN 8/8 . SPECIAL DSSION 9/4 1/8 7 I8 TO 18 84 X E4 ••• DESIGN NO YEN YES r 86 374 APPROVAL 1 1/ 1/ 18 TO 91 80 X 90. ••• DEMON NO YE9 VON FOR LAKE CROSS - SECTION OPTION 48 9/4 APPROVAL 1 1 • 9/4 I8 16 TO 91 64 Ms /BOX Dolan YES YES YES 80 S/ APPROVAL IV,!,,! 8/4 14 at TO 87 94 X 9e• OR ••• DESIGN NO NO TES 96 X 36 8/4 APPROVAL 1 1 • 9/4 16 18 TO 94 96 X 80 ••• DESIGN no YEN TES /4 APPROVAL i . / 1 94 OR LARGER DESIGN ••• DESIGN NO NO YES APPROV APPROVAL 84 OR LAROBR YR /BOX DESIGN YNN•• YES To APPROVAL • PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' BIDE OF THIS BOX. ••INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE. — SPECIAL NOTE: STRUCTURES DEEPER THAN 48" FROM T/C TO INVERT WILL BE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN 18 APPROVED. SPECIAL NOTE: STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES. SPECIAL NOTE: COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER STRUCTURE IS SET,TO IMPROVE ACCESS. HAMILTON COUNTY SURVEYOR'S OFFICE RRYISOW 1 FRR EDGE— STANDARD PLAN APPROVED: KENTON C.R D,HAYILTON eVNTY 9URYEYOR D -18 OFFICE OF THE HAMILTON' COUNTY ` SURVEYOR. DEBRIS GUARD SIDE PROFILE TOP VIEW NOTES: 1. BARS & PLATES ARE NOT- ROLLED STEEL. 8. BARS, PLATES, k PIPIZ A N FINISHED WITH 9 COATS OF ALUMINUM PAINT. S. BOLTS ARE GALVINIZED 4. NO REBAR THROUGH PIPES WILL BE ALLOWED 6: DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO SCALE) 'HAMILTON COUNTY SURVEYOR'S OFFICE OZ REVISED, 1 JAN 8000 APPROVED: O&Z 4JA-oo STANDARD PLAN KEN C. W , HAMILTON COUNTY SURVEYOR— D-12 , A ron Y -bar No. of —H-bare H -bar Bolt "A" NN! FLURN W /FININH GRADE Sisa I sixo CAPPED SLOW GROONN LNVNL Six* I DIa. Dim. SIC TE Inches Ilnebas Rs 'd Inches Inches Iao •• 0 Is 1/2 9 5/8 1/8 6' a 84 8/8 . 4 9/4 1/8 7 O. 8 /8 4 9/4 1/8 V-17-2 r 86 374 4 1 1/ 1/ a 42 3 1 4 l 9/4 11 FOR LAKE CROSS - SECTION OPTION 48 9/4 4 1 1 • 9/4 I8 a 64 9/4 4 f 1 • 3/4 1S 80 S/ 6 IV,!,,! 8/4 14 7F_ 9/4 6 i 9/4 14 04 8/4 d 1 1 • 9/4 16 NOTES: 1. BARS & PLATES ARE NOT- ROLLED STEEL. 8. BARS, PLATES, k PIPIZ A N FINISHED WITH 9 COATS OF ALUMINUM PAINT. S. BOLTS ARE GALVINIZED 4. NO REBAR THROUGH PIPES WILL BE ALLOWED 6: DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO SCALE) 'HAMILTON COUNTY SURVEYOR'S OFFICE OZ REVISED, 1 JAN 8000 APPROVED: O&Z 4JA-oo STANDARD PLAN KEN C. W , HAMILTON COUNTY SURVEYOR— D-12 , TIDE' HAMILTON .. COUNTY.'' SLiIi4'EYOR'" HYDROSESDED L MULCH OR 1•R) 'SEED b 8160 BLANKET" AS EPQCIFIRD Ifa�jPNaata • 10'SAFETY LEDGE NN! FLURN W /FININH GRADE 1 t/ CAPPED SLOW GROONN LNVNL 6 8 1/ a 4 /8 SIC TE 18 t/ 4 / 1 4 /2 1 q 81 1/8 4 6/e 1/8 6' 0 84 /8 4 9/4 1/8 6 a 8 577F- 4 8/4 t/8 1/E R.C.P. STORM SEDER 6/8 4 9/ 1/8 /8 9/4 4 1 /4 8 FOR LAKE CROSS - SECTION OPTION 3' 9/4 4 1 S/4 8 STANDARD PLAN /4 6 - KENTON WARD; HAYI ON COUNTY SURVXYOR ..DATE / J48 6 r 1 • r r Two V 1 9/4 6 1 i • S/4 6 9/4 6 1 1 • .9/4 8 /4 6 1 1 • 9/4 /4 7 i . / 1 3/4 7 1 1 • /4 14 NOTES: 1. BARS & PLATES ARE NOT- ROLLED STEEL. 8. BARS, PLATES, k PIPIZ A N FINISHED WITH 9 COATS OF ALUMINUM PAINT. S. BOLTS ARE GALVINIZED 4. NO REBAR THROUGH PIPES WILL BE ALLOWED 6: DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO SCALE) 'HAMILTON COUNTY SURVEYOR'S OFFICE OZ REVISED, 1 JAN 8000 APPROVED: O&Z 4JA-oo STANDARD PLAN KEN C. W , HAMILTON COUNTY SURVEYOR— D-12 , OFFICE- OF: TIDE' HAMILTON .. COUNTY.'' SLiIi4'EYOR'" HYDROSESDED L MULCH OR 1•R) 'SEED b 8160 BLANKET" AS EPQCIFIRD Ifa�jPNaata • 10'SAFETY LEDGE NN! FLURN W /FININH GRADE S' ) WANT JORDAN CANTING 1670 OR EQUAL CAPPED SLOW GROONN LNVNL v SODpED AREA (CR08S-HATCHED) HAMILTON COUNTY SURV:EYO.R.'S OFFICE. SIC TE :;��.; �,��•,� , NORMAL POOL R.C.P. STORY NEVER 02. CLAN "A" _ _ _ Ge REQUIRED (% WASHED GRAVEL TOE PLATE yt� I" Co 8,,. 1 TO INDIVIDUAL LOTS ALONG STREETS OPTIONS FOR END SECTIONS: NOTCH RIP-RAP INTO -METAL, SHOWN /REQUIRES TOE PLATE SLOPE AS SHOWN. -PRECAST, REQUIRES ANCHOR USE RENO MATTRESS - CONCRETE SLOPEWALL AP DIRECTION OF FLOW .- CONCRETE HEADWALL e" E e• TsN P. NORMAL POOL SLOPE' s YIN. OPE e4" SUBSURFACE DRAIN (SSD) RISER DETAIL i to HAMILTON COUNTY SURVEYOR'S OFFICE % i R.C.P. STORM SEDER REYlaen: 1 JAN 9000. RENOI MATTRESS o� . STANDARD PLAN APPROVED: •1�A.�oe KENTO C. WAND /HAMILTON COUNT, SURVEYOR .� -. . - .SSD - 3 . TOP VIEW LAKE OUTLET—DETAIL s T( FOR LAKE CROSS - SECTION OPTION 3' MEANING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE'. REVISED I JAN 8000 STANDARD PLAN APPROVED:- �� D -111 - KENTON WARD; HAYI ON COUNTY SURVXYOR ..DATE r r Two V 1 OFFICE- OF: TIDE' HAMILTON .. COUNTY.'' SLiIi4'EYOR'" HYDROSESDED L MULCH OR 1•R) 'SEED b 8160 BLANKET" AS EPQCIFIRD Ifa�jPNaata • 10'SAFETY LEDGE NN! FLURN W /FININH GRADE S' ) WANT JORDAN CANTING 1670 OR EQUAL CAPPED SLOW GROONN LNVNL v SODpED AREA (CR08S-HATCHED) HAMILTON COUNTY SURV:EYO.R.'S OFFICE. SIC TE :;��.; �,��•,� , NORMAL POOL R.C.P. STORY NEVER 02. CLAN "A" _ _ _ Ge REQUIRED (% WASHED GRAVEL TOE PLATE yt� I" G B 8,,. 1 TO INDIVIDUAL LOTS ALONG STREETS OPTIONS FOR END SECTIONS: NOTCH RIP-RAP INTO -METAL, SHOWN /REQUIRES TOE PLATE SLOPE AS SHOWN. -PRECAST, REQUIRES ANCHOR USE RENO MATTRESS - CONCRETE SLOPEWALL AP DIRECTION OF FLOW .- CONCRETE HEADWALL e" E e• TsN P. NORMAL POOL SLOPE' s YIN. OPE e4" SUBSURFACE DRAIN (SSD) RISER DETAIL i (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE % i R.C.P. STORM SEDER REYlaen: 1 JAN 9000. RENOI MATTRESS o� . STANDARD PLAN APPROVED: •1�A.�oe KENTO C. WAND /HAMILTON COUNT, SURVEYOR .� -. . - .SSD - 3 . ,1. OFFICE OF' THE HAMILTON ..COUNTY .`SURVEYOR. UNDERWATER 'DISCHARGE NOT ALLOW, D HYDROSESDED L MULCH OR EXTENSION. TO OR SECURED TO'STEEL POST IN E LOCATIONS 'SEED b 8160 BLANKET" AS EPQCIFIRD TO 99 REMOVED UPON CONNECTI" TO 10'SAFETY LEDGE ALL MEASUREMENTS' TO BE MEASURED S' ) SECURED IF {XHRRI011 EI NOT vrniERO;1T >• io 4 PONT CAPPED SLOW GROONN LNVNL v SODpED AREA (CR08S-HATCHED) HAMILTON COUNTY SURV:EYO.R.'S OFFICE. END SECTION REVISED 1 JAN '8000 , NORMAL POOL R.C.P. STORY NEVER 02. CLAN "A" _ _ _ ]INDUCING T REQUIRED MINIMUM BLOPE 0.9o)�► + TOE PLATE yt� I" 1 8,,. 1 TO INDIVIDUAL LOTS ALONG STREETS OPTIONS FOR END SECTIONS: NOTCH RIP-RAP INTO -METAL, SHOWN /REQUIRES TOE PLATE SLOPE AS SHOWN. -PRECAST, REQUIRES ANCHOR USE RENO MATTRESS - CONCRETE SLOPEWALL REY10EI7:. 1 JAN 9000 .- CONCRETE HEADWALL STANDARD PLAN NORMAL POOL SLOPE' ' � 1 OPE �j SODDED AREA. 1; i (CROSSHATCHED r r -- % i R.C.P. STORM SEDER RENOI MATTRESS o� . TOP VIEW LAKE OUTLET—DETAIL s T( FOR LAKE CROSS - SECTION OPTION 3' MEANING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE'. REVISED I JAN 8000 STANDARD PLAN APPROVED:- �� D -111 - KENTON WARD; HAYI ON COUNTY SURVXYOR ..DATE OFFICE OF THE HAMILTON `CO.UNTY :.'.SURVEYOR LAKE CROSS - SECTIONS 09TEEL. PENCE ( "T ") POST NOTE, EXTENSION. TO OR SECURED TO'STEEL POST IN E LOCATIONS CAP M TAPE TEMPORARY EXTENSION ABOVE GROUND TO 99 REMOVED UPON CONNECTI" TO HOUNE. ALL MEASUREMENTS' TO BE MEASURED FROM RACE OF CURB. SECURED IF {XHRRI011 EI NOT vrniERO;1T >• io 4 PONT CAPPED SLOW GROONN LNVNL PEOPOgp LATERAL LOCATIONS S=ILL S STAYPRD E DE ON CORK. (NEE CORN STAMP DETAIL) HAMILTON COUNTY SURV:EYO.R.'S OFFICE. - REVISED 1 JAN '8000 •e WARNED GRAVEL. 02. CLAN "A" WARNED STORE \ ; ]INDUCING T REQUIRED MINIMUM BLOPE 0.9o)�► + MINIMUM 4" NO I . 1[IM. MINIMUM e" BUN SURFACE DRAIN D • PIPS DIAMETER TYPICAL SSD LATERAL' TO INDIVIDUAL LOTS ALONG STREETS MATING' NOT TO SCALE) HAMILTON COUNTY SURV'EYOR`'S .OFFICE REY10EI7:. 1 JAN 9000 APPROVED 4 +1Kt °O STANDARD PLAN � KENTO) C. WARD, H1 ILTON COUNTY SURVEYOR SSD-1. OFFICE OF THE HAMILTON COUNTY. -SURVEYOR'. . LAKE CROSS - SECTIONS OPTION 3 EASEMENT 16' YIN. 8'FREE CARD YIN. lOQ YEAR NORMAL POOL . CWD EMERGENCY 8' SPILLWAY AT t00 YEAR 9 to USE OUTLET OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURV:EYO.R.'S OFFICE. - REVISED 1 JAN '8000 4J�ht� STANDARD PLAN APPROVED: NN D_8 RENTON C. WARD, MILTON COUNTY SURVEYOR - DA ne�� . --- I� 1� T : Z 0 N 5 W \\` \ \ \ \ \ P\s7 ERF..0iy No. 9500028 STATE OF 4,J r • " DATE: THIS DRAWING AND THE IDE S. DE IGJS 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. (2003 Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: ,6/30/03 1238.9006 DRAWN BY: 0 �'�'{ . CWD MJD SHEET ,TITLE: HAMILTON COUNTY C V DRAWING FILES: N: \1238 \9008 \DWGS \C803- C804.DWG SHEET NO.: � 0 3 E— I11 I ^V 4 -4 O A s T( O r r Two V 1 DATE: PROJECT NO.: ,6/30/03 1238.9006 DRAWN BY: CHECKED BY- . CWD MJD SHEET ,TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \9008 \DWGS \C803- C804.DWG SHEET NO.: � 0 3