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HomeMy WebLinkAboutC805U U T m in O 00 0 O T J 3 L(i O 00 0 U) 3 a N O O 00 00 Io N ai E 0 z a2 E a 0 Iri O) E 0 a- y O N 00 N 0 iv 0 0 0 .11 I OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING SIZE LESS THAN 48" GREATER THAN QUALITY OF REQUIRED CASTING •3501 TL (INCHES) FROM T/C TO 4B" FROM T/C PIPES WILL X - EXTENSION SECURED ;4 TO STEEL POST "R -3501N & TR CAPPED BELOW GROUND LEVEL. INVERT TO INVERT REQUIRE vw z O °c�0 X/,/ o p ° o p ° o _ V e (INCHES) SPECIAL DESIGN �-qOQvO G OR - CLASS WASHED STONE z 12 TO 18 24 X 24 * +• DESIGN NO YES YES 12" MIN. DIRECTION OF FLOW 0 6" x 6" x 6" TEE ► APPROVAL 55 00 oO�o0 0 0 0��0j-0�R0j °���,�Q'��0 3„ `-bR 0 MIN. 12 TO 21 30 X 30. +•• DESIGN NO YES YES HAMILTON COUNTY SURVEYOR'S OFFICE APPROVAL - REVISED: 1 JAN 2000 STANDARD PLAN 18 TO 21 STANDARD PLAN MH /BOX DESIGN YES YES YES .DATE _ APPROVAL 21 TO 27 24 X 38* OR + +• DESIGN NO NO YES 38 X 36 APPROVAL 12 TO 24 36 X 36 • *• DESIGN NO YES YES APPROVAL 24 OR LARGER DESIGN • ++ DESIGN NO NO YES APPROVAL APPROVAL 24 OR LARGER MH /BOX DESIGN YES-- YES YES APPROVAL * PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE 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 IS 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 REVISED: 1 FEB 2002 STANDARD PLAN APPROVED: I° D -18 KENTON C. D, HAMILTON 0UNTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR - 6' STEEL FENCE -( "T ") POST _6' STEEL "T" FENCEPOST - EXTENSION TO 13E SECURED TO STEEL POST - (for temporary protection) IN 2 LOCATIONS CAP a,TAPE SET FLUSH W /FINISH GRADE -' TO BE REMOVED UPON CONNECTION T0. EAST JORDAN CASTING 1570 OR EQUAL - CONCRETE' BASE I I I— —III- -III _ °1 ° ° • ° tD I O Q X - EXTENSION SECURED ;4 TO STEEL POST 6 8� a °° ° CAPPED BELOW GROUND LEVEL. w o���QQpp o V 0 z WASHED GRAVEL S GRADE vw z O °c�0 X/,/ o p ° o p ° o _ V e M GR UT n 0 �-qOQvO G OR - CLASS WASHED STONE z -• O REQUIRED p°0 MINIMUM SLOPE 0.30% —► + q MINIMUM 4" SSD CAP 12" MIN. DIRECTION OF FLOW 0 6" x 6" x 6" TEE ► 18" MAX. 55 00 oO�o0 0 0 0��0j-0�R0j °���,�Q'��0 3„ `-bR 0 MIN. D - PIPE DIAMETER ({ 24 LATERAL SUBSURFACE DRAIN (SSD) RISER DETAIL (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 JAN 2000 - REVISED: 1 JAN 2000 STANDARD PLAN APPROVED STANDARD PLAN APPROVED �1�+4aoa SSD-3 KENTOlf C. WARD HAMILTON COUNTY SURVEYOR - .DATE _ OFFICE OF THE HAMILTON COUNTY SURVEYOR - 6' STEEL FENCE -( "T ") POST NOTE: - - EXTENSION TO 13E SECURED TO STEEL POST - - - IN 2 LOCATIONS CAP a,TAPE -' TEMPORARY EXTENSION ABOVE GROUND -' TO BE REMOVED UPON CONNECTION T0. T: \1k \1238 \8002A \dwgs \C805.dwg HOUSE. (C 80 a 5 ALL MEASUREMENTS TO BE MEASURED O FROM BACK OF CURB. X - EXTENSION SECURED ;4 TO STEEL POST IF EXTENSION IS NOT UTILIZED, IT IS TO BE CAPPED BELOW GROUND LEVEL. PROPOSED 16" LATERAL LOCATIONS SHALL BE STAMPED - GRADE ON CURB. (SEE CURB STAMP DETAIL) / \\/ / \\ \\ \ X/,/ o p ° o p ° o _ V e 0 ° \ ' - "8 WASHED GRAVELj� OR - CLASS WASHED STONE z REDUCING O REQUIRED T MINIMUM SLOPE 0.30% —► + q MINIMUM 4" SSD 0 3 MIN. 12" MIN. - 18" MAX. MINIMUM 6" SUB SURFACE DRAIN D - PIPE DIAMETER TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS - (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 JAN 2000 STANDARD PLAN APPROVED 6{lar`1oa SSD -1 KENTO C. WARD, H ILTON DATE COUNTY SURVEYOR - 11IIHIE rz'' Know what's below. -w Call before you dig. GREATER THAN 5' FROM PAVEMENT: FINAL BACKFILL SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 4" DIA, FROZEN LUMPS OF SOIL, WOOD OR OTHER EXTRANEOUS MATERIAL COMPACTED IN 12" MAX LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY. 1/2 TRENCH DEPTH MIN.I 4 S01 L Ld PLACEMENT U \\ w WITHIN 5' AND UNDER PAVEMENT. FINAL BACKFILL SHALL BE B- BORROW (INDOT SPEC) COMPACTED IN 6" MAX LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. 6" BELOW AGGREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. SHALL MEET OR EXCEED REQUIREMENTS OF JURISDICTIONAL AUTHORITY IF MORE STRINGENT. 1' 4' FINAL BACKFILL BEDDING BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE B- BORROW (INDOT SPEC) COMPACTED IN 6" LIFTS MAX TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. ___________ INITIAL BACKFILL AREA 12" MIN.— SPRING LINE OF PIPE B— BORROW HAUNCHING AREA BEDDING AREA O.D. OF PIPE FOUNDATION 4" MIN.— \ 12" (REQUIRED IN UNSTABLE SOIL) (3" MIN. @ BELL OF PIPE) 12`7 No. 8 STONE STORM SEWER TRENCH &PIPE EMBEDMENT DETAIL � U . 0000 000000 000000 000000 000000 ® OD % STORM MANHOLE NEENAH TYPE CASTING No. 1772 -A GRADE T.C. "DUMP NO WASTE- DRAINS TO WATERWAY" DD OPENING °` ° 00 D D D p D D D p D t, I I I I I I I I I I STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. STORM STRUCTURE DETAIL 05 STRAIGHT CURB & GUTTER GRADE NEENAH TYPE CASTING T.C. N0. R-3010 NO "DUMP NO WASTE— DRAINS TO WATERWAY" Tr ASPHALT D ° * ° v D D DD OPENING 00 D p D D p D D p D p NOTE: AS DETAIL SHOWS, STRUCTURE SHALL BE CONSTRUCTED SUCH THAT NO PART OF THE STRUCTURE EXTENDS UNDER THE MAINLINE PAVEMENT BEYOND THE LIMIT OF THE CASTING FRAME. STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. NOTE: STRUCTURES SHALL PROVIDE PRECAST INLETS WITH PRECAST OPENINGS. CHAIRBACK CURB INLET DETAIL 3 C805 0 r J 0 0 0 0 N Z J H ¢ 0 0 z 0 w 5 Uj M 0 Gi CD O D C N U w = Cr L l ► K „U •TERF•. yam% =�= No. �= _� 1101*2161 t�� STATE OF f DATE• 03/27/2013 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. (2013) lf4lb Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 03/27/13 1238.8002A DRAWN BY: r� DCC O HAMILTON COUNTY DETAILS DRAWING FILES: T: \1k \1238 \8002A \dwgs \C805.dwg SHEET NO.: (C 80 a 5 O ri \ /yam z � z O a W �i cid CID DATE: PROJECT NO.: 03/27/13 1238.8002A DRAWN BY: CHECKED BY: DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: T: \1k \1238 \8002A \dwgs \C805.dwg SHEET NO.: (C 80 a 5