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HomeMy WebLinkAbout06070061.9SCALE: 1"=10' ■ ROOF DOWNSPOUT TO BE CONNECTED DIRECTLY TO STORM INLET /MANHOLE STRUCTURE o ROOF DOWNSPOUT TO DISCHARGE ONTO SPLASHBLOCK AT GRADE SILT FENCE (TYP.) .o ... a i � ........ ..... � NUNIT_ li ...... ....... .... ..... ..... ....... ........... .... ....... ...... ............. ­ ................. ..... ............. ...... ............. ....... I ........... ................... ................... .................. ............ ...... q ........... ...... q ...... ................... ........ ................................ ............................... .......... ................... ............ ................... ............................. ­' ................ ................ .............. ....... ',UNIT / � ... ......... Ii ............. .............................. ...... t � ,---INLET FeOrECnc,, � i...... / ........................... UNIT ............ ....... ......... ................ ...... ............. ....... ....... .......... ............. ...... ........ ....... ............. ............... ......... ........................ ......................... ........................ ..................................... ­ ................................... ..................................... ........................ ........ .............. ...... ............. ... .... . ............... .... ...... ............... ... ..... ........... ..... .............. ..... ............... ..... .............. ....... . . ................ .............................. ............................. ...... I ............ ......... .................... ....... ..................... ...... ............................ ......... ­ ............. ... ............... ......... . ............................. .......................... .............. .... .............. ..... .......... ............. ............. .. .... .... , ........ _ ...... .... ............. .... .... ... ............. ......... .... ............. .... .... ... ............. ............. UNI ....... ............................ ............. . J .............. ... ::..'.'.' '.'.':'.'.':'...'.. ............. . .. ...'.'..' .:.:.:..........:.... . ..:.;.............. . IZA I =WA Imo\ PERMANENT SEEDING TEMPORARY CONSTRUCTION ENTRANCE INLET " PROTECTION 13 a 13 SILT FENCE TEMP. CONSTRUCTION ENTRANCE OFFICE OF THE HAMILTON COUNTY SURVEYOR '!LASS 3:8' 'A5TM A-49' RE5SE0 POCKETS 14)1' (25+•.7 aIA. ANrJ1aft HU.1 TYPE 'B' CE HOLES ON A 33. 1638rm7 DIA, 8•f JOINTS ❑ ❑ t7 ❑7❑ ❑ a © STORM ❑ tv CONCEALED PIC"Li5 • 1881{4 ArVIT.PER W-22M � ❑ a o LJ ❑ ❑ ❑❑©❑ ❑D • SEWER o • ❑ ❑DO 84" f� 2'C51mm1 Ml9Ed LEn ERR FLUSH Q MP SUWACE OF LID YW1aE 1N USA' 48" PULL RADIUS• q m s,e' nsz.�1 f z� [664nu*7 n26' LF1150 N _ f 1m.......1«.� .._J�.I 1' [25n0 '1038-1 DIA. B.C. ANCHCR HOLE DETAIL - �..... -. -. FULL SCAL9 -- t3SSTACKEHG LUGS Q Y Mu..) LONG % L 1' (25nm1 VIDE 24 1/8' (813..) t' 126ne,) 28 1/2't724-3 35 7/84411 -1 1 rl�.Fxu3�.7 PIUMLE DETAIL OLVaTER SCALE --T-1642 or 17'7 2 N01k. ALL ONDMOM roc swvu IN 0XAM un 0*110CL N E E N A H - -— rk M%L. VkSy aMV RON PATM iFw G.w4i YA EAST JORDAN I 1045 F7"1AH NOT" rFM Kc1aA, rnwe - ar•, Lm -1P4• * Or approved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE MANHOL SOLID fJD CASTING REVISED= 11/16/2004 STANDARD PLAN- APPROVED: DATE CT-1 KENTO' C, 1SARD, AMILTON COUNTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR CASTING FRAME AND COVER AS STANDARD MANHOLE SPECIFIED •-- - - r r FOR PIPE SIZES 24 THRU 66r r r -1 � NON- ASPHALTIC MASTIC OR BUTYL RUBBER 24.. DIAMETER PIPE TURNS SEAL BETWEEN JOINTS z 5" MINIMUM 4' DIA OR BUTYL RUBBER SEPAL BETWEEN JOINTS 18" TYPICAL HIGHEBP PIPE CONCRETE ADJUSTER RINGS IF (12 INCHES OF RINDS MAXIMUM), STANDARD PRECAST MANHOLE CAP OR CONE 6" MINIMUM MANHOLE PIPE PIPE TURNS DIA, "F" DIA. "G" z Be" 48" GREATER THAN 45 TO 00 DEG tie" 64 " -88" UP TO 80 DEC 84" 42" GREATER THAN 45 TO 90 DEC 84" 48" TURNS UP TO 45 DEG 72" 42 " -48" UP TO 46 DEG 80" 93 " -86" STRAIGHT THRU e0" 24 " -33" GREATER THAN 46 TO 00 DEC FULL HEIGHT MANHOLE STEPS AS SPECIFIED CONCRETE REDUCER CAP NOTE: -MANHOLE CONFORMS TO ASTM C -47B -NO BRICK OR BLOCK WILL BE ALLOWED IN MANHOLE -O -RING GASKET. NON - L HUTYLRUBBMLR SEALR BETWEEN JOINTS PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •e" WITH NON,SHRINK CEMENT GROUT .C+ BENCH WALLS AT MINIMUM PER OAF 1,11, 4L8 TO BE CONSTRUCTED TO SPRING LINE OF PIPE. 3" MIN. s" M[N. ■ 3" MIN. '/� /f / / / / / / //� / /Jf / / / / / / / / / /// 4 (DRAWING NOT TO SCALE) ONE COMPLETE UNIT OF PRECAST CONCRETE MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE HAMILTON COUNTY SURVEYOR'S OFFICE REVISED a 1 FEB 2002 APPROVE STANDARD APPROVED: Z r D'�1 CM1 I KENTON C.W ,HAMILTON CO NTY SURVEYOR TS T 111E1re.X1111 1—!51,:,,,7(- .1,1 Ia11 /L L 1 i 11 . 1. 1 1. The site operator, Whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated With activities. 2. Temporary seeded areas established by the developer shall be maintained by the contractor and his sub — contractors. Silt fences previously installed will be maintained. 3. Installation and maintenance of a stable construction site access drive from the bungalow to the private drive shall be installed, consisting of Number 2 Stone, 6' thick and a minimum of 12' Wide. Top dress as needed. This shall be utilized for access to the building and any mud or dirt tracked into the private drive shall be promptly removed and placed in a stable area. water shall not be used to flush silt, mud or debris into the storm sewer system. 4. Installation and maintenance of appropriate perimeter erosion and sediment control measures prior to land disturbance. A silt fence is to be installed along areas where surface runoff leaves the site. The skt fence shall be maintained until permanent vegetation (gross) is established. 5. Mechanical "High Lifts" shall operate in one of the following Ways to prevent sediment tracking. a. High Lift shall not exit building area onto pavement to transport building materials until completion of project. b, Entire building area ahsll be mulched to a sufficient amount that the High Lift will not track sediment around or from building site onto pavement. c, High Lift shall only exit building area via construction entrance. High Lift tires shall be cleaned prior to exit to keep sediment onsite. 6. Sediment discharge and tracking from the lot must be minimized throughout the land disturbing activities until permanent stabilization has been achieved. 7. Clean —up of sediment that is either tracked or Washed onto roads. Bulk clearing of sediment shall not include flushing the area with water. Cleared sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules, 8. Adjacent bungalows disturbed by an individual operator must be repaired and stabilized with temporary or permanent surface stabilization. 9. when time is appropriate , and as soon as possible, roof down spout extenders of a non — perforated drain tile should be extended to the private drive or other solid outlet until a lawn is established, 10.For individual bungalow blocks, final stabilization meeting the criteria of Rule 5 Will be achieved When the bungolow operator: a, Completes final stabilization; or b. Has installed appropriate erosion and sediment control measures for the site prior to occupation of the bungalow by the owner and has informed the owner of the requirement for, and benefits of, final stabilization. 1 C806 Ln CD H CD C> J J t— Q O O CL S to en CM oZ a7 C7 Z N Z O p Z Z CD C> � s EWS LJ CCD) Vi CD LL' DO p In U bO N $ Q to W UJ CL LY) 1,1C CL N C>C L''ip � W CM UJ ED Ln Ln 0 N U) V) C. t, 2 1 1¢ 1 1 1 I Ckf rn oL_G� 1 1 c� 1pp 1 1 1 dp tV N N >-N MCD C)C)t` >p 0 0 0 0 0 W W' --:CV � 0s%"o No. PE19500260 STATE OF AO DATE — 712, 6& THIS DRAWING AND 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. 11 © COPYRIGHTED BY THE SCHNEIDER CORP.(2005)1 kq$ Schneider THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 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.: 10/31/05 CO w I-- C�2 z RDR ALC /1 r SHEET TITLE: Z DETAILS DRAWING FILES: \1238 \044 \dw95\C803 -M-dwg N, \1238 \D44 \drgs \Tiee1 _dxg N:\1238\D44\dv19S\044bs.dv9 N: \1238 \044 \dwg9\N)4last.dr9 N: \1238 \D44 \dw9s \STC2400.dw9 O N: \1238 \044 \dw9s \Vom lawreme group \030706 \_pincottunR i SHEET NO.: (C 6a Q a Q a W O LLT.v//rll` x ~a c�z rn DATE: PROJECT NO.: 10/31/05 1238.044 DRAWN R CHECKED RDR ALC /1 r SHEET TITLE: GENERAL DETAILS DRAWING FILES: \1238 \044 \dw95\C803 -M-dwg N, \1238 \D44 \drgs \Tiee1 _dxg N:\1238\D44\dv19S\044bs.dv9 N: \1238 \044 \dwg9\N)4last.dr9 N: \1238 \D44 \dw9s \STC2400.dw9 N: \ 1238 \D44 \dwgs\N)iophstGRATE.d wg N: \1238 \044 \dw9s \Vom lawreme group \030706 \_pincottunR N: \1238 \044 \dwgs \as5std.dw9 SHEET NO.: (C 6a