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Home My WebLink AboutE-3Y Ul J (n � 4 m Ln IR �+ N N � m m co 00 co In 0 0 2 3 aJ. 1 m cc I 0 (0� 10, U1 m m U LL SITE DRAINAGE STRUCTURE SCHEDULE STRUCTURE NUMBER LOCATION STRUCTURE TYPE INFLOW PIPE OUTFLOW PIPE NORTH EAST SIZE DIR INV EL SIZE DIR INV EL 1 14SS.00 1040.00 AREA INLET - - - 12" N 736.75 2 1472.44 1485.00 MANHOLE_ TYPE 1 12" N 739.14 1S" W 742.00 3 1472.44 1040.00 CURB INLET 12" 1S" S E 736.25 73S.83 15" N 73S.73 4 1507.56 1040.00 CURB INLET LS" S 735.28 30" N 733.93 S 1535.00 1040.00 MANHOLE TYPE 2 30" S 733.91 30" N 733.89 6 1985.00 1040.00 MANHOLE TYPE 2 30" S 733.35 30" N 733.25 7 2199.60 1040.00 MANHOLE TYPE 2 30" 12" S SE 732.92 734.54 30" NE 732.82 8 2100.00 1200.00 AREA INLET - - - 12" NW 735.25 9 2347.03 1635.75 MANHOLE TYPE 3 30" 42" SW S 731.59 730.39 S4" NE 729.29 10 2090.00 1880.00 MANHOLE TYPE 2 - - - 42" W 731.15 11 2090.00 1640.00 MANHOLE TYPE 2 42" E 730.78 42" N 730.68 12 2467.02 1656.52 MANHOLE TYPE 4 S4" SW 729.19 S4" NE 729.15 13 2539.28 1911.57 MANHOLE TYPE S S4" SW 728.32 54" NE 728.85 14 2718.23 2588.31 MANHOLE TYPE S S4" SW 728.26 S4" NE 728.20 15 2876.4* 3186.6* FLARED END SECTION S4" SW 727.66 S4" NE 727.66 4' 0" 6" AO" 6 ,_O„ LOCATION POINT IS POSITIONED AT THE CENTERLINE OF THE BASE SLAB DWIis 0 o I I � M I is Cl AREA INLET FRAME AND GRATE PLAN 1 E3 CIMH FRAME TOP SLAB A AND COVER E3 c 2 / �� 2 2 E3 �` E3 E3 t MH STEPS @ 12" CTI NOTE: PRECAST CIMH FRAME AND COVER AND CONCRETE MH MH STEPS SHALL BE ORIENTED TO AVOID CONFLICT WITH INLET AND OUTLET PIPING PLAN MANHOLES - TYPE 1 AND 2 NO SCALE 3„ 1 - *6 IN BOTTOM FACE- INSIDE FACE OF 1 - *6 IN MANHOLE WALL BOTTOM FACE 2' -4" DIA 4' -0" DIA OPENING OPENING z CI AREATINLET FRAME AND 12" STORM O SEWER. FOR ce FINISH GRADE C.D INV EL, MH STEP SEE SCHED #S @ 12 12" STORM SEWER ° w (TYP) SEE SCHEDULE FOR INV EL o_ PLAN - CURB INLET SECTIONAL PLAN i @ 6" BOTTOM FACE 'ROVIDE STD 180' \ IOK EA END) C3 TOP OF SLAB TO INSIDE FACE � BE MARKED "TOP" MANHOLE WALL ao CONC FILL- SLOPE 3" OFF PLAN - TOP PLAN - REDUCER z#S @ t2" SEWER INVERT ORM SLAB REINFORCING A SLAB REINFORCING e SECTION NO SCALE E3 NO SCALE E3 #6 @ 6" BOTTOM FACE (PROVIDE STD 180' HOOK EA END) AREA INLET 3/8 " =1'-0" FRAME COVER 'RECAST ADJUSTMENT ZINGS. IF REQUIRED HH STEPS 12" CTRS 54 "x 48� TEE NOTE: 1. SEE SCHEDULE FOR ELEVATIONS AND PIPE INVERTS SECTION - MANHOLE TYPE S GALVANIZED L3x3x3/8" WELD 1 /4 "X1 1/2" STRAP ANCHOR @ 1' -6" CTRS 8 " al R - 1/2" EXP JT MATERIAL - s m � CIMH FRAME AND COVER N #S @ 12" (TYP) C. 0 MH STEPS w @ 12" CTRS � 0 ww CONC FILL Z a 1z CIMH FRAME OR AREA INLET FRAME AND COVER --� j�o MAX 10" QW 2' -4" DI °ZN 1„ ¢w '_w 00 Or a -- - PRECAST ADJUSTMENT RINGS. IF READ TOP A SLAB E 3 /-- 4' -0" IO PRECAST CONC MH SECTION 7" (MIN) REDUCER B SLAB E3 (TYPE II ONLY) S" (MINI i- ° MH STEPS @ 12" CTRS C3 w cc z r 30" INV EL SECTIONAL PLAN - MANHOLE TYPE 3 1/4 " =1' -0" '!EL 728.25 ro -- N NOTE: - CONCRETE FILL ALL REINF US @ 12" UNLESS NOTED OTHERWISE SECTION 3 GROUT PIPE INTO BOXOUT (TYP) CONC FILL AROUND -IS @ 12" NOTE: PIPE TO FORM 6' EWEF LOCATION POINT IS - +- INVERT SAME DIAMETER (TYP) POSITIONED AT THE _ -- 4' -O" ID PRECAST CONC MH SECTION (TYPE I) CENTERLINE OF THE 6' -0" ID PRECAST CONC MH SECTION (TYPE II) BASE SLAB CAST IN PLACE SECT I ON 1 OR PRECAST BASE - CONC FILL CO- - - M u5 @ 12" EW 6, NOTES: (TYP) 1. MANHOLE COORDINATES ARE GIVEN FOR THE CENTER OF THE BOTTOM SLAB 2. PIPE INVERT ELEVATIONS WILL VARY. SEE SITE DRAINAGE STRUCTURE SCHEDULE THIS SHEET. 3. FOR STRUCTURES NO. 5 AND NO. 10, DELETE THE STANDARD RISER SECTION AND REDUCER SLAB AND PROVIDE A TOP SLAB FOR THE 6' -0" ID PRECAST CONC MH SECTION 4. STRUCTURES S. 6. 10, AND 11 PROVIDE AREA INLET FRAME AND COVER SECTION /2 NO SCALE E3 s LEGEND CODE DATE BY A PROJECT NO. B►Ie�CIC S� V�CCf1 Engineers - Architects 14693.310 Kansas City, Missouri I Fa l ACC'T. NO. S4" INV E 39 SECTIONAL PLAN - MANHOLE TYPE 4 1/4 " =1' -0" EXIST GRADE 1 - -- I i I MH STEPS GROUT PIPE INTO @ 12" CTRS BOXOUT (TYP) SLOPE - - - - - EL 728.25 N NOTE: ALL REINF #5 @ 12" CONCRETE FILL UNLESS NOTED OTHERWISE SECTION 4 1/4 " =1 ' -0" E3 6 - TO OLEO CONTRACTION E3 JT AT INTERVALS ll-_ z EQUAL TO SIDEWALK WIDTH Az I I � U) D I cc 0- E3 w = I TYP E O a ° z I E3 Z I I I I I 112" EXP JT MATL @ SO-0" MAX, SPACING 1/2" EXP JT MATL BETWEEN SIDEWALK 8 ABUTTING CURB STRUCTURE LINE OR OR STRUCTURE BACK OF CURB SIDEWALK PLAN c 1/4" PER FT SLOPE AWAY FROM STRUCTURE OR TOWARDS CURB 1/2" EXP JT MAT'L WWF 4X4 -W4XW4 r OR *4 @12" Zk CURB a ` GUTTER SECT I ON 6 1/2 " =1' -0" E3 REVISIONS r ""'" """" ••�' "'•• ROB ,q '• DESCRIPTION APPR' v \STE AS BUILT BY APPR'D � tPO NOT FOR CONSTRUCTION 1 Q� NO. �'0 16655 * INDIANA • BID � RESIDENT OF G) �w C 'fA N S �` .• CONSTRUCTION �i F \ �• NAL off PHYSICAL RECORD . AS BUILT CERTIFIED BY DATE COWLETED EXP J'r 'A" " 2' -4" 9" CIMH FRAME LQ7AND COVER 4". 61-1-K ll- SECTION s 1/4 " =1' -0" E3 JT MATL EXPANSION JOINT D MH STEPS @ 12" CTRS TOOLED CONTRACTION JOINT /E INDIANAPOLIS WATER COMPANY WHITE RIVER NORTH WTP PUMPING STATION AND RESERVOIR SITE WORK STORM DRAINAGE STRUCTURES UGNED BY DRAWN BY CHECKED BY SHEET SHEET NUMBER SAC MTB MPS 39 OF S8 E 3 A P P R O V E D 8 Y DRAWING NUIBER CCG. DWG. N0; 14693- 310 - 222 -0017 EXIST GRADE Q N O N 0 GROUT PIPE INTO BOXOUT (TYP) a a- cc J 0 ...1 M J CD SL f- '!EL 728.25 ro -- N NOTE: - CONCRETE FILL ALL REINF US @ 12" UNLESS NOTED OTHERWISE SECTION 3 GROUT PIPE INTO BOXOUT (TYP) CONC FILL AROUND -IS @ 12" NOTE: PIPE TO FORM 6' EWEF LOCATION POINT IS - +- INVERT SAME DIAMETER (TYP) POSITIONED AT THE _ -- 4' -O" ID PRECAST CONC MH SECTION (TYPE I) CENTERLINE OF THE 6' -0" ID PRECAST CONC MH SECTION (TYPE II) BASE SLAB CAST IN PLACE SECT I ON 1 OR PRECAST BASE - CONC FILL CO- - - M u5 @ 12" EW 6, NOTES: (TYP) 1. MANHOLE COORDINATES ARE GIVEN FOR THE CENTER OF THE BOTTOM SLAB 2. PIPE INVERT ELEVATIONS WILL VARY. SEE SITE DRAINAGE STRUCTURE SCHEDULE THIS SHEET. 3. FOR STRUCTURES NO. 5 AND NO. 10, DELETE THE STANDARD RISER SECTION AND REDUCER SLAB AND PROVIDE A TOP SLAB FOR THE 6' -0" ID PRECAST CONC MH SECTION 4. STRUCTURES S. 6. 10, AND 11 PROVIDE AREA INLET FRAME AND COVER SECTION /2 NO SCALE E3 s LEGEND CODE DATE BY A PROJECT NO. B►Ie�CIC S� V�CCf1 Engineers - Architects 14693.310 Kansas City, Missouri I Fa l ACC'T. NO. S4" INV E 39 SECTIONAL PLAN - MANHOLE TYPE 4 1/4 " =1' -0" EXIST GRADE 1 - -- I i I MH STEPS GROUT PIPE INTO @ 12" CTRS BOXOUT (TYP) SLOPE - - - - - EL 728.25 N NOTE: ALL REINF #5 @ 12" CONCRETE FILL UNLESS NOTED OTHERWISE SECTION 4 1/4 " =1 ' -0" E3 6 - TO OLEO CONTRACTION E3 JT AT INTERVALS ll-_ z EQUAL TO SIDEWALK WIDTH Az I I � U) D I cc 0- E3 w = I TYP E O a ° z I E3 Z I I I I I 112" EXP JT MATL @ SO-0" MAX, SPACING 1/2" EXP JT MATL BETWEEN SIDEWALK 8 ABUTTING CURB STRUCTURE LINE OR OR STRUCTURE BACK OF CURB SIDEWALK PLAN c 1/4" PER FT SLOPE AWAY FROM STRUCTURE OR TOWARDS CURB 1/2" EXP JT MAT'L WWF 4X4 -W4XW4 r OR *4 @12" Zk CURB a ` GUTTER SECT I ON 6 1/2 " =1' -0" E3 REVISIONS r ""'" """" ••�' "'•• ROB ,q '• DESCRIPTION APPR' v \STE AS BUILT BY APPR'D � tPO NOT FOR CONSTRUCTION 1 Q� NO. �'0 16655 * INDIANA • BID � RESIDENT OF G) �w C 'fA N S �` .• CONSTRUCTION �i F \ �• NAL off PHYSICAL RECORD . AS BUILT CERTIFIED BY DATE COWLETED EXP J'r 'A" " 2' -4" 9" CIMH FRAME LQ7AND COVER 4". 61-1-K ll- SECTION s 1/4 " =1' -0" E3 JT MATL EXPANSION JOINT D MH STEPS @ 12" CTRS TOOLED CONTRACTION JOINT /E INDIANAPOLIS WATER COMPANY WHITE RIVER NORTH WTP PUMPING STATION AND RESERVOIR SITE WORK STORM DRAINAGE STRUCTURES UGNED BY DRAWN BY CHECKED BY SHEET SHEET NUMBER SAC MTB MPS 39 OF S8 E 3 A P P R O V E D 8 Y DRAWING NUIBER CCG. DWG. N0; 14693- 310 - 222 -0017