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Home My WebLink About36 C804 Site DetailsOFFICE OF THE HAMLLTON COUNTY SURVEYOR D.._-_, GUARD A ?mai min 6 man INUPH 4------- AIL XL3 P nee 30' 00/ Apron CROSS SECTION i SUBDIVISION CLEARING ALL OPEN DITCHES SHALL HAVE AN ONSITE INVESTIGATION WITH THE SURVEYOR'S OFFICE PLAN REVIEWER, INSPECTOR AND DEVELOPER. TREES GREATER THAN 18" (MEASURED AT BREAST HEIGHT) MAY BE SAVED IF APPROVED. BY THE INSPECTOR. THE INSPECTOR SHALL BE CONTACTED FOR INVESTIGATION PRIOR TO FINAL INSPECTION FOR DETERMINATION. NOTE. IF ON PROPERTY LINE, USE CONSERVATION ALTERNATE. CONANING NOT TO SCAM HAMILTON COUNTY SURVEYOR'S OFFICE 36" Rama I titli_ D 24" APPROVED' /,,AM IPP17- 41A•vec. ---/tilff"--- STANDARD PLAN OD-4 KENTON AND. KA TON uvrt SUNTITOR 9tt L& Dim. 1345. Inch.. 1b.. 6 retch.. AlliP7 410... 1 1 /2 3 r TYPICAL SWALE 5 3. 7/23/04 PER CITY OF CARMEL, HAMILTON 4 a? 4 COUNTY SURVEYOR, AND SOS 1 6/30/04 Ftememezt conc. encasement 2 6/30/04 fezwriv:*liog vciatOlcpetrvi EATS 1. 6/30/04 Off scsnowatsw s NO. DA 1E REVISION DESCRIP170N o wIllitii iiii G. o No. 2.-.. 900119 E. 7- ,i: f• STATE OF -V 0 `'..i/ ONAL t ////rilliwo I CLIENT• PLATINUM LLC 9551 DELEGATES ROW INDIANA 46250 PHONE: 317-818-2900 FAX: 317-818-2910 PROPERTIES, INDIANAPOLIS, SINEOLEAlialTAISEE The recipient of these materials understands that copyright in the materials is owned by 1E1, and also, that the materials contain priviledged and confidential business information of 1E1. Accordingly, the recipient agrees to retain these materials in strict confidence and agrees not to disclose these materials to any other party and further agrees not to make copies of the materials. The recipient agrees to use the materials only for the limited purpose for which 1E1 has made the materials available, and recipient agrees to return all materials to 1E1 either upon completion of the intended purpose or upon the request of 1E1, whichever comes first. SITE ADDRESS: SUBDIVISION WEST ROAD INDIANA BELLEWOOD 131st STREET CARMEL, SCALE N.T.S. a4TE 7/23/04 DESIGNED BY: DGP DRAWN BY: HwR CHECKED BY DGP f7ELD BOOK if: 03-03 at MME: 0327C801.dwg DRAWING TITLE SITE DETAILS SHEET NO: C8O4 OFFICE OF THE HAMLLTON COUNTY SURVEYOR D.._-_, GUARD A ?mai min 6 man INUPH 4------- AIL XL3 P TIAT UM 30' 00/ Apron CROSS SECTION i SUBDIVISION CLEARING ALL OPEN DITCHES SHALL HAVE AN ONSITE INVESTIGATION WITH THE SURVEYOR'S OFFICE PLAN REVIEWER, INSPECTOR AND DEVELOPER. TREES GREATER THAN 18" (MEASURED AT BREAST HEIGHT) MAY BE SAVED IF APPROVED. BY THE INSPECTOR. THE INSPECTOR SHALL BE CONTACTED FOR INVESTIGATION PRIOR TO FINAL INSPECTION FOR DETERMINATION. NOTE. IF ON PROPERTY LINE, USE CONSERVATION ALTERNATE. CONANING NOT TO SCAM HAMILTON COUNTY SURVEYOR'S OFFICE 36" Rama I titli_ D 24" APPROVED' /,,AM IPP17- 41A•vec. ---/tilff"--- STANDARD PLAN OD-4 KENTON AND. KA TON uvrt SUNTITOR OFFICE OF THE HAMILTON COUNTY SURVEYOR D.._-_, GUARD A SIDE PROFILE TIAT UM Apron Y- bar R. of 12" 36" "A" D 24" 0144 81.4 K-b.. 9tt L& Dim. 1345. Inch.. 1b.. 6 retch.. AlliP7 410... 1 1 /2 3 r TYPICAL SWALE 5 e 1111111l141144146111 24 6 0 4 a? 4 I 30 0/0 4 3/ 4 ta 7 1(3 a ai 4 1/ff 111 1/2 I Ica n TOP VIEW r IS P ...m RIM MIK ftl' p 0 ••11 n....--=. MEM IIII2M 5 6/6 1/11 Mi.= WAIN =EMI 7 MMINIENENI WINN Ive 11180111KM111.1 n pj iiimemil 6 a Mt= li 5/4 11111114311EWINII 2 InnillM FA MIME i l l oomm V 4 &1111111111•111MEN11111111011.11111LIZIONNEAN 1,, MAE 1511 MEEINIKIEN111111311111111111211111 WillIMINIEENIMILMIIMMI illariTIITIIWZEMIL1111 Ili •1■011■011 MI a g IMILLE1111111111111111111 MIN fill et EILLIIIIELIKIIIIIIEBIIIBMIZIMILIIIIMILIME NUNN .74 nallillINEICENIII31116=11111213111 ...1111151111112=11111=1111 n MOM 3) INEN111111` I IILIZIN NOT113. 1. DARR PILAUS ARM NOT ROLLED WIC.. g OgRel, MAMMA P1PIE ARE FLN1111110 Willi 2 COATS OP 1.1.41411111.1.11 PAM. 5 MTh sam ciALvtprins 4. NO MAR tnnounm Pins WILL SI ALLOWED 5. OEREIS GUARD RUA 1.1. DR RINGTAHLS MUT= ROT TO DCALIO HAMILTON COUNTY SURVEYOR'S OFFICE 'IAN 21109 APPROVED: 414.64:0**. STANDARD PLAN D-12 Ica Yummy"' marry ;swum IATI? SILT BASIN PIPE SIZE A tOPOINSO TIAT UM UP TO 33" D 16" D 12" 36" AND GREATER D 24" D 12" SILT BASIN fltli tOPOINSO TIAT UM 1F rC SECTION I it INS REQUIRED IN SW TO T1 L lf: VARIES MO PLAN I, VARIES SF.E PLAN CitaT111)0 MUM! ilP" osii dl T\ I i H L .1 Lppo,..,,L ,r. TO RAIZ TON COUN SURVEYOR'S OFFICE IIIIIE ,i,,,,,, tpoo STANDARD PLAN OD-5 AlliP7 410... KNNTO ItT) bnrToN COUNTY SU It.EYON POE EXISTING GRADS fltli PROP011110 awn ----worliecur EN MX NY 1 I:7i ALLOW PO R PUTTEE 1111 0.3' TTT OILTUKa IX SLOPE I it INS REQUIRED IN SW TO T1 A LES WITH LESS THAN CitaT111)0 MUM! ilP" osii dl /I PIPS IICA111 11 IMMO= (MOD OA' SILTIPG' 1.-1-t_ ----4.- III IIIIIE UNDERCUT tVU IV ALLOW rem IPIITUNE ED A 4.1-11 M N 111114,0111 O dip 70 7 of 4, 'Cift. V yi. ril I i MATT AWN OM ORADIINT PIM NUM Eurtmmoss. NOT TO i qs w hl SUIVORFACS 4 1 4: .441 0 .11a ...2-- PRIITONATID vrra MINIMUM su DRYRLOPWRIAT PLAN 141" RIRDOU10 AVID INVEST DETAIL 40.144, r TYPICAL SWALE N COUNTY SURVEYOR'S OFF CE ART 9 9999 I ei ThNDARD PLAN D-16 moo c,.. or TO 1 yn ICE OF THE HAMILTON COUNTY SURVEYOR OF THE HA ILTON COU NTY SURVEYOR 10, hil?. ..II LLY [Hi 1F," SIIIPARATK)N Lr [WIT !N [OP OF AND POTTCNI UNE H ST WET?, PIN' II:J-1 A BE WA TER. MP EIR CT PIP E ()T.: A IA INIMUM or 10 IN LA CITI EA. (II I I C TH ,J01N FAR A 'WATER TNT L. SEWER INTERSECTION DETAIL WATER HI N -SEAL OR [1(:;1JAL EXPANDING HAND H 001 PIPE EXTERNAL BAND 6" MIN. #2 STONE r FRECAUT MANHOLE BOTTOM RESILIEN T PACKING TO AVOID SHEAR EFFECT PIPE CONNECTION TO MANHOLE PIPE 0=111 g k DROP SEWER PIPE BENCH WALLS PLAN BENCH WALL DETAIL CONCRETE DAM ADJUSTED TO SUIT PIPE DIAMETER AND FLOW. PRECAST OUTSIDE DROP MANHOLE JIM I a I AMOIMIRVW A MIN. 4' DIA. PIPE CLEANOUT SHALL BE INSTALLED WITHIN THREE (3) FEET OF OUTSIDE BUILDING WAL A PLUG SPECIFIED BY THE PIPE MANUFACTURER SHALL BE USED TO ENSURE 100% WATERTIGHTNESS. 3' FROM BUIL DING (TYP.) 1/8 BEND PLAN VIEW MIN. FAIL 1/4" PER FOOT BELL HOLES SHALL BE PROVIDED UNDER PIPE SERVICE CONNECTION FOR SHALLOW SEWERS (LESS THAN 15' DEEP) PLACE 1/2" DIAMETER EXTRUDABLL PREFORMED GASKET MATERIAL IN KEYWAY SEE DETAIL PLAN VIEW 30 1/2" DIA. 1 /4'-.- 30 1/8" DIA. SECTION "A"-"A" PRECAST CONCRETE ADJUSTING RING OR FLANGE Or CASTING 5 /8" NOMINAL 1/2" BUTYL RUBBER BASE EXTRUDABLE PREFORMED GASKET MATERIAL (TYP.) SEE SPECS. GASKET DETAIL ELEVATION -TRUNK LINE LATERAL MIN. SIZE 6" 1/8 BEND RISER RING THICKNESS 4"-12" 1/4 OUTSIDE DIA, 34" OR 36" ADJUSTING RING DETAIL N BUILDING LATERAL MIN. SIZE 4" COMPACTION OF GRANULAR BACKFILL IS CRITICAL UNDER WYE AND BEND. IF PROPER COMPACTION CANNOT BE ACHIEVED, PLACE A MIN. OF 6" OF CLASS B CONCRETE AROUND 1/8 BEND. PLAN VIEW SECTION "A"-"A" PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING 11111111111111111111111 I---- 1" C.I. LOCATOR ROD OR MAGNETIC TAPE INSTALLED PER SEC. 7.02-C GASKET DETAIL k RIGHT-OF-WAY LINE PLACE 1/2" DIA. EXTRUDABLE PREFORMED GASKET MATERIAL IN EACH KEYWAY SEE DETAIL NORMAL 1/2" BUTYL RUBBER BASE EXTRUDABLE PREFORMED GASKET MATERIAL (TYP.) SEE SPECS. 1" C.I. LOCATOR ROD OR MAGNETIC TAPE INSTALLED PER SECTION 7.02-C CONNECT TO EXISTING SERVICE OR PLUG FOR FUTURE CONNECTION 7 RIGHT-OF-WAY LINE 6" HOUSE LATERAL 6" HOUSE ATERAL MAIN SEWER LINE 45*-60' (UNLESS OTHERWISE NOTED) UNDISTURBED SOIL- ELEVATION SERVICE CONNECTION FOR DEEP SEWERS (15' DEEP AND OVER) 2 CONCEALED PICKHOLES 180' "SELF SEALING" APPLICATION INFISHIELD "UNI-BAND" TO BE INSTALLED FROM 3" BELOW TOP OF CONE TO 2" ABOVE FLANGE OF CASTING FRAME, PER SPECIFICATIONS. 0-RING GASKET BETWEEN ALL RISER CONE SECTIONS, PLUS 1/2" EXTRUDABLE GASKET (KENT SEAL OR EQUAL) NOTES: 1. NORMAL LATERAL SLOPE IS 1/4" PER FOOT 2. MINIMUM LATERAL SLOPE IS 1/8" PER FOOT 3. MINIMUM COVER IS 4 FEET OVER PIPE 3" MIN. 3 MIN. A SECTION "A-A" SANITARY SEWER MANHOLE FRAME COVER STANDARD MANHOLE *To Mac' 1111111111111111111. 6" BUILDING DRAIN CLEANOUT TYPE I OUTSIDE CLEANOUT PLUG GRADE ADAPTER L PLAN 26" 24" 34" 24 DIA 5"MIN. MANHOLE TYPE "A" MINIMUM 4" CONC. ENCASEMENT (MIN. CONC. STRENGTH 2500 PSI) 6" HOUSE LATERAL i 6" PVC PIPE 1/8" BEND FRAME COVER NEENAH R-1642A or R-1916-F1 (see Plan Profile) PRECAST CONCRETE ADJUSTING RINGS 4"MIN.-12 'MAX. (SEE ADJUSTING RING DETAIL) 24" MAXIMUM 16"0.C. MAXIMUM 4'-0" 24" MAXIMUM 6" SEWER LATERAL BEDDING MATERIAL MAIN SEWER LINE 6" MIN. #2 STONE CLEANOUT SHALL BE INSTALLED WITHIN 3' OF BUILDING'S OUTSIDE WALLS 3` FROM BUILDING NEENAH R-1642A OR EQUAL WITH SELF-SEALING APPLICATION OR EQUAL PER SECTION 5.04 (G) 2" LETTERS RECESSED, FLUSH WITH SURFACE STAMPED "SANITARY SEWER". MACHINED BEARING SURFACE 45' (6" X 6") ECCENTRIC CONE SECTION BUTYL RUBBER COATING SHALL BE APPLIED FROM 6" ABOVE TO 6" BELOW EACH MANHOLE JOINT. PRECAST CONCRETE SECTIONS MIN. 1/2" PER FT. SLOPE ONE COMPLETE UNIT OF PRECAST CONCRETE MANHOLE BASE RISER #4 REBAR 12" OC-BW NOTE: MANHOLE CONFORMS TO ASTM C--478 SECTION 720. JOINT CONFORMS TO ASTM 0-443 NOTE: MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED STEEL REINFORCING OR AN APPROVED NON-CORROSIVE FIBERGLASS MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS OF ASTM D--4101 REINFORCED WITH DEFORMED 3/8 INCH MINIMUM DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A-615, GRADE 60. NON-COATED CAST IRON STEPS ARE NOT ACCEPTABLE. EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC R/W PLASTIC PIPE (PVC HDPE) TRENCH DETAIL WITHIN 5' OF EDGE OF PAVEMENT EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC R/W PLASTIC PIPE (PVC HDPE) TRENCH DETAIL GREATER THAN 5' FROM EDGE OF PAVEMENT EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC R/W "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL GREATER THAN 5' FROM EDGE OF PAVEMENT EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC R/W MIN. 1.25 Bc "B" BORROW OR EQ GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. #8 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE. N NOTES: #8 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE. REGULAR BACKFILL I NOTES: "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. NOTES: 5' OR LESS UIV. /4,363 \„2\y GREATER THAN 5' SEWER AS PER PLAN 6" MIN. MAX. WIDTH A MIN. WIDTH B (2'-6" MIN.) MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH MIN. 12" 1. ALL BEDDING Sc INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH NOTES: 1. ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" CLEARANCE SHALL. BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. MIN. 6" TOPSOIL TO EN' 'RE GRASS GROWTH 77/7 LEGEND 1. ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. 1. ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. Bc OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE DEPTH OF BEDDING MATERIAL BELOW PIPE D (d)MIN. 27" SMALLER 3" 6 Bc 30" TO 60" 4" 66" LARGER 6" MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH AA/ LEGEND Bc OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL WITHIN 5' OF EDGE OF PAVEMENT LEGEND Bc OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE LEGEND Bc OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE DEPTH OF BEDDING MATERIAL BELOW PIPE D (d)MIN. 27" SMALLER 3" 30" TO 60" 4" 66" LARGER 6" FILL SAND OR EQUIVALENT CRUSHED #8 STONE SANITARY SEWER TRENCH 8c BEDDING DETAIL E cn 0_ 5 al r, (jj Nm "Cs.1 00w ••1-1.1] 0 0 0 CC 11 0 0_ 0