HomeMy WebLinkAbout07040021.91222,2006
FIGURE 501-1
Bedding and RackSewers ill Standards for Storm Seers
Ftl-'F TRF
NCh 0ET11L FO,,4 CIT; STOA'M WERS
NO SCAU
PAVFWN VARIES
I NIM41w O� TOPSOIL
�T or D)EIrRADE
MINIMUM r1l)VER 3P.LL
fMAL R' PER NOTE .1
RACKP I I I
BC = OUTSIDE DIAMETER
D INSIDE DIAMETER
d or GEDDINC
'4 *I REI ()W OPT
MA -ER
IPPINII "IF rWPTA Or *rIDING
YIN PIPE
D 4AER AL BEL' Q d . WIN
6V & INAULUI 4'
66' & LARGER 6•
E. BEING AND HAI)NOING, FOR ALL RCP INSTALLATONS SI L B-1. #8 STORE NIELIK 714E MATERIAL REWREJENTS OF
II,t 1,4jU1. DtjUI4G 91AU 8d F1AQ_U IN IrL INEK-H 01 ILA0 SUCH IHA• A- TER HL Met 1S INSIAULO 1✓ GRAIL
AND UNI, M DEPTH 01 MATERIAL BELOW Pf� PIPE BARREL AID A MjNMUM OF 5' BELOW THE
'HERE REMAINS A 4' MIPLMIL
En I FCR PIPE 52E5 f6" AM LARXF, THE W,43MJM DEPTH OF MATERIAL BELOW THE FIFE BARREL SHALL BE 6*. B'DDIN
GliALL 0-- FLAXC TO DE U*01`0110 AS PO3SIOLr WT 51tkL Er LaO--LY FLA417C UNCONIVACDED MATEMAL UNDER III-
L41DOLE -HIPD X THE PIPE PRIOR T) PILA�MFNf OF THE PIPE. IF T4F UNDERLYING SOILS OF T-W TRENCH BOTTOM ARE
q'FT TV YTIIANC. THE 5n! SHAH RE IIN0FR('U1 TO A DEPTH THAT VWN RFPAJW') WIN V 5TNF IT M!
PFOOJCE ,
A UNIFORM AND STABLE FOUNDATION ALONG THE ENTIRE LENGTH OF THE PIR HAUNDIN3 AND INIAL SACKFILL
SHALL 8--_ COMPAPTED 14 8' MAXIMUM UF1,S TO NCT LESS THAN 90% SUNDAPO zROCTDR DENSITY FOR NE' ENFRR-_ rEPI`H
OF THE JAFIRIAL PLACED. THE BAaI SHALL BE BROUGHT UP EVENLY CNI BOTH 31DES OF TH- RPE FOR THE PAL
UNIG-11 OIF THE HALIND'ING SHALL EXEND 1) 1141 SFWN"' 14L 01' THL IIPL. MINIMUM TRENCH MOM SHALE hl THI
UL 1 Stk UI AML I LN U NIL VIq !'LIJS 1 d'
2. FINAL 840TILL FOR AL_ RCP INSTALLATIGNS wHrR_ ?.' IS 5' OR LESS SHAT; BE B-BORROW FOR STRUCTURE. BACKFILL
MEETING THE MATERIAL REWIRNENTS OF THE NDOT AND SHALE BE C04PACIED IN 6* MA)aMUM LIFTS TO NOT LESS
THAN qt% STAND -HE MAII FLALtr THE BACK FOR THE
yr,
FIJOCTCR I)Et"Ty FOR THE ENTRE DEPTH cF PK FILL
Top 5" OF III[ EXCAVATION DULOW 'FIN, START Of THE AGGREGATE SUBBASE Co., THE PAVEMENT SI-ALL BE 233 STONE
MEETING Tic MATERIAL RCOUIRENCINTS Or PC NOOT AND 5LAU. DC CNPACIED TO NOT _[1:15 ?IAN 95% S-AtVARD
PrOCTOF DrNDT'Y. RNA_ CAC<FILL FoF AC INSTALLALTIDNIS )RICRE *L' 15 GREATER THAN 5' SHALL BE CLEAN F�Li
MATERIAL TREE 0' ROCKS LARGER 14AN 6" IN UxAMA-ER, FR02EN LLMP> Or SOIL. WOCE) )R OT4P E4TrAN'OUS
MATERIAL, , C% A�^TFD 14 2' MAXIMUM LI:T't TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE
T)ATE P
FPT4 (I THE F'YCAVAIM THE rNA F IWHrq OF TW FXrIkVATIAN RI-IA1 I (YN'Sl CIF Topqll
3, THE WARMLM :.OVR PROM 711E TOP of THE INSTALLED PAVEMID47 TO THE IOF 0: THE INGIA,LCD PIPE SAALL BE THE
PAVEM07 SECTION -HICKNI (ALL 91'UI AND AGGREGATE MATERIAL ABOVE THE 'WE)CIADC) PLUS V-0-, SUIT
HNnrR NO '.Q"1iN1;TANrf" 1zhALI TH TIMM PAW"UFNT F-IrVATION
THIF ffVFR A 04r, ANY PART CC' 'HE PPF FROM
TO THE TOP T TIC PIPE K LESS THAN 2 5 FEET.
4. IF EXISTING "DRXCE RA5 BEEN E34F ST40L1210, BACKFILL W,114 9-802POW UP TC ROTrV Of UNTREATED EXISTING
SUBGRAEE AND Flt;_ To TOP OF TREAT-_'D SUI WITH LIME STABAUED SOIL
5. THESE STANDARDS Si ALL APPLY FOR STORM SEWERS INSTALLED WITHIN CITY EXISTING ANC PROPOS:D R/W REGARDLESS
OF JLRffj;CTtCN OVER STCRM PIPES,
6 AL STORM P,'PE VTHIN OOSTNI; OF P2OPGISEO C17Y R/W STALL BE REINFORCED CONCROF PIPE KGARD-M OF
JUi!5)ICII0k cy1j? �IORM PIPES
Cl / Y 0,1 CAW[- �:IAIVJk?05 STANDARD
DRAWING
PCP N NCH DETAIL -OR U11Y STORM 10-28
S'dewclk 5„;Y'
'Cce
PIPE UNDERDRAIN
DOUBLE WALL
HANCOR HI—Q
OR E
--A Tr
500-7
0• Curd
4�
PIPE UNDERDRATIN
(Typical instollotions)
NOTE: PIPE SHALL CONFORM 10 RiE0'LJI1REYENTS OF SECTION 906,17
-I
T
OF STANDARD SPEC IC'ATC1
T
TNSTALLATION REQUIRED: E'OTH S 7 , F S 07 PAVEMENT WHERE REQUIRED
:PY THE EN'0114EEEPI
CFFY OF CARMEL STANDARDS
SUBSURFACE- DRAIN,'
3' to 4* (75mm TO 100mm) HIGH LETTER TO BE STAMPED AS FOLLOWS:
S is for Storm Sewer
SS is for Sanitary Sewer
D is for Subsurface or Base Drain
C is for Conduit
G is for Gas
W is for Water
NOTES:
1. Curb to be stamped at all locations where any of the above cross under a curb.
2. Letter to be stamped prior to concrete setting up, whenever possible.
3. Stamp to be a minimum of 1/2 inch (10mm) deep.
CURB STAMP
NO SCALE
HANDICAPPED PARKING SIGN
7 HANDICAPPED RAMP
C801
L-1.5" HMA SURFACE #11
2" HMA #8 BINDER
3' HMA
#5D BASE
7" #53 STONE
• PREPARED SUBGRADE PER INDOT No. 201
TYPICAL PAVEMENT SECTION
WITHIN RIGHT OF WAY 10
4" WIDE
BLUE STRIPE
C)•
12
0801
4" WIDE
WHITE STRIPE
2"
8' MIN.
HANDICAPPED
SEE SITE PLAN
8' OR 5'
SEE SITE PLAN
8• MIN.
HANDICAPPED
SEE SITE PLAN
HANDICAP PARKING STALLS
NO SCALE
10" DIA.
SEE PLAN L
SEE PLAN
L--- - - - - -- -
L2-2'LONG #3 BARS, EACH CORNER
PLAN
X, x -X---T-X-
J
ASPHALT PAVING
COMPACTED FILL CONCRETE 2500 PSI MIN.
6X6X10/10 WWF
SEUCIN
CONCRETE DUMPSTER PADS
L
'1-" 'X_
\W�AS
DETECTABLE WARNING ELEMENTS
SETTING BED
CONCRETE BASE
INTEGRAL CURB
SLOPE IZ 1
RAMP
F PAVEMENT
1/2- PREFORMED JOINT FILLER
GENERAL NOTES:
0.33% + 5% = 13.33% > 11X
ANGLE AND
Q
8.333 MA_VAUAI 5% MAXIMUM
0
THESE DIMENSIONS ARE BASED ON A 4 IN, CURB
CURB RAMPS TO PREVENT PUDDLES AT THE PATH
BRICK SURFACE CONSTRUCTION
QUALITY OF
HEIGHT. THEY SHALL BE PROPORTIONALLY ADJUSTED
CASTING
O
ALGEBRAIC DIFFERENCE IN GRADE BETWEEN THE BASE
FOR OTHER CURB HEIGHTS-
0 L- 0"
PR VIDE 2'-0- LEVEL STRIP 1.2
OF CURB RAMP AND THE GUTTER SHALL BE UMITED TO
OIF
MIEFIE SITE INFEASIBILITY PRECLUDES CONSTRUCTION
ALGEBRAIC DIFFERENCE PROVIDE CURB AS REQUIRED
#5 SPA, a 18*
SLOP_ E IZ 1 T_
10 THE WDTH SHOWN, SUCH WDTH MAY BE
EXCEEDS 11X MAY BE MONOLITHIC WITH
REQUIRE
DECREASED TO A MINIMUM OF Y-O".
LEVEL STRIP.
Q
THE BOTTOM EDGE OF THE CURB RAMP SHALL BE
CHANGE OF GRADE
�D
7,-
Itu
%
%
AND GUTTER UNE.
12 TO 18
O
LANDING AREAS AT THE TOP OF CURB RAMPS SHALL
HAVE R
MAXMUM CROSS SLOPE OF 50 1 IN ANY
DETECTABLE WARNING BRICK
NO
DIRECTION.
T1 WHEN SITE INFEASIBILITY PRECLUDES
BRUSHED SAND MIXTURE
>
1
0• Curd
4�
PIPE UNDERDRATIN
(Typical instollotions)
NOTE: PIPE SHALL CONFORM 10 RiE0'LJI1REYENTS OF SECTION 906,17
-I
T
OF STANDARD SPEC IC'ATC1
T
TNSTALLATION REQUIRED: E'OTH S 7 , F S 07 PAVEMENT WHERE REQUIRED
:PY THE EN'0114EEEPI
CFFY OF CARMEL STANDARDS
SUBSURFACE- DRAIN,'
3' to 4* (75mm TO 100mm) HIGH LETTER TO BE STAMPED AS FOLLOWS:
S is for Storm Sewer
SS is for Sanitary Sewer
D is for Subsurface or Base Drain
C is for Conduit
G is for Gas
W is for Water
NOTES:
1. Curb to be stamped at all locations where any of the above cross under a curb.
2. Letter to be stamped prior to concrete setting up, whenever possible.
3. Stamp to be a minimum of 1/2 inch (10mm) deep.
CURB STAMP
NO SCALE
HANDICAPPED PARKING SIGN
7 HANDICAPPED RAMP
C801
L-1.5" HMA SURFACE #11
2" HMA #8 BINDER
3' HMA
#5D BASE
7" #53 STONE
• PREPARED SUBGRADE PER INDOT No. 201
TYPICAL PAVEMENT SECTION
WITHIN RIGHT OF WAY 10
4" WIDE
BLUE STRIPE
C)•
12
0801
4" WIDE
WHITE STRIPE
2"
8' MIN.
HANDICAPPED
SEE SITE PLAN
8' OR 5'
SEE SITE PLAN
8• MIN.
HANDICAPPED
SEE SITE PLAN
HANDICAP PARKING STALLS
NO SCALE
10" DIA.
SEE PLAN L
SEE PLAN
L--- - - - - -- -
L2-2'LONG #3 BARS, EACH CORNER
PLAN
X, x -X---T-X-
J
ASPHALT PAVING
COMPACTED FILL CONCRETE 2500 PSI MIN.
6X6X10/10 WWF
SEUCIN
CONCRETE DUMPSTER PADS
L
'1-" 'X_
\W�AS
DETECTABLE WARNING ELEMENTS
SETTING BED
CONCRETE BASE
INTEGRAL CURB
SLOPE IZ 1
RAMP
F PAVEMENT
1/2- PREFORMED JOINT FILLER
12"
Q
RESERVED
GREEN - ILLUMINATING TAPE (LETTERS)
PARKING
20' —BLUE - ILLUMINATING TAPE (SYMBOL BLOCK)
10
_—WHITE - ILLUMINATING TAPE (BACKGROUND)
YAM - ILLUMINATING TAPE (ARROW)
AM
I GREEN - ILLUMINATING TAPE (BORDER)
1,10118SELE r
NN Q -MMMNW
NOTE: ALL STRIPES TO BE 4" PAINTED WHITE
PAINTED HANDICAP
SYMBOL DETAIL
NO SCALE
"VAN ACCESSIBLE" TO BE NOTED FOR
SPACES DESIGNATED FOR THAT USE.
HANDICAP PARKING SIGN DETAIL
(BY OWNER) NO SCALE
IRB & GUTTER
E CASTING
WASTE-DRAINS TO WATERWAY"
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.
�,
CED CONC. BASE
*FOR DIMENSIONS SEE D-18 ON C806.
NOTE: STRUCTURES SHALL PROVIDE
PRECAST INLETS WITH PRECAST OPENINGS.
CHAIRBACK CURB INLET DETAIL ,4
HANDICAP RAMP DETAILS
A
0 0 C, 0
0 00 o 00 o 00 - 0 '0
0 00000000 0 °° 0 C) °° 0
0 0 0 C) 0 0 .7
0
\--6" CONCRETE PAVEIVINT
6" #53 STONE
*PREPARED SUBGRADE PER INDOT No. 207
DRIVE THRU CONCRETE PAD SECTION
OFFICE OF THE HAMILTON COUNTY SURVEYOR
STRUCTURE SIZING TABLE
PIPE
GENERAL NOTES:
0.33% + 5% = 13.33% > 11X
ANGLE AND
Q
8.333 MA_VAUAI 5% MAXIMUM
0
THESE DIMENSIONS ARE BASED ON A 4 IN, CURB
CURB RAMPS TO PREVENT PUDDLES AT THE PATH
BRICK SURFACE CONSTRUCTION
QUALITY OF
HEIGHT. THEY SHALL BE PROPORTIONALLY ADJUSTED
CASTING
O
ALGEBRAIC DIFFERENCE IN GRADE BETWEEN THE BASE
FOR OTHER CURB HEIGHTS-
0 L- 0"
PR VIDE 2'-0- LEVEL STRIP 1.2
OF CURB RAMP AND THE GUTTER SHALL BE UMITED TO
OIF
MIEFIE SITE INFEASIBILITY PRECLUDES CONSTRUCTION
ALGEBRAIC DIFFERENCE PROVIDE CURB AS REQUIRED
#5 SPA, a 18*
SLOP_ E IZ 1 T_
10 THE WDTH SHOWN, SUCH WDTH MAY BE
EXCEEDS 11X MAY BE MONOLITHIC WITH
REQUIRE
DECREASED TO A MINIMUM OF Y-O".
LEVEL STRIP.
Q
THE BOTTOM EDGE OF THE CURB RAMP SHALL BE
CHANGE OF GRADE
�D
FLUSH WITH THE EDGE OF ADJACENT PAVEMENT
Itu
%
%
AND GUTTER UNE.
12 TO 18
O
LANDING AREAS AT THE TOP OF CURB RAMPS SHALL
HAVE R
MAXMUM CROSS SLOPE OF 50 1 IN ANY
DETECTABLE WARNING BRICK
NO
DIRECTION.
T1 WHEN SITE INFEASIBILITY PRECLUDES
BRUSHED SAND MIXTURE
>
A N OF
LANDING SLOPE 50:1 IN ANY DIRECTION, THE
SETTING BED
APPROVAL
SLOPE PERPENDICULAR O THE CURB FACE SHALL NOT
R SLOPE IZ.
CONCRETE BASE
F
...
DESIGN
EXCEED 50:1. I
YES
YES
O
IF SITE INFEASIBILITY CONSTRUCTIOt I TO
PAVEMENT
THE WDTH SHOW, THE LANDING IMDTH MAY BE
18 TO 21
DETECTABLE WARNING
DESIGN
DECREASED TO 3'-0" MINIMUM. THE RUNNING
YES
YES
V
SLOPE OF THE CURB RAMP MAY BE STEEPENED TO
APPROVAL
DETAIL OF 1* RIBBING
12"
Q
RESERVED
GREEN - ILLUMINATING TAPE (LETTERS)
PARKING
20' —BLUE - ILLUMINATING TAPE (SYMBOL BLOCK)
10
_—WHITE - ILLUMINATING TAPE (BACKGROUND)
YAM - ILLUMINATING TAPE (ARROW)
AM
I GREEN - ILLUMINATING TAPE (BORDER)
1,10118SELE r
NN Q -MMMNW
NOTE: ALL STRIPES TO BE 4" PAINTED WHITE
PAINTED HANDICAP
SYMBOL DETAIL
NO SCALE
"VAN ACCESSIBLE" TO BE NOTED FOR
SPACES DESIGNATED FOR THAT USE.
HANDICAP PARKING SIGN DETAIL
(BY OWNER) NO SCALE
IRB & GUTTER
E CASTING
WASTE-DRAINS TO WATERWAY"
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.
�,
CED CONC. BASE
*FOR DIMENSIONS SEE D-18 ON C806.
NOTE: STRUCTURES SHALL PROVIDE
PRECAST INLETS WITH PRECAST OPENINGS.
CHAIRBACK CURB INLET DETAIL ,4
HANDICAP RAMP DETAILS
A
0 0 C, 0
0 00 o 00 o 00 - 0 '0
0 00000000 0 °° 0 C) °° 0
0 0 0 C) 0 0 .7
0
\--6" CONCRETE PAVEIVINT
6" #53 STONE
*PREPARED SUBGRADE PER INDOT No. 207
DRIVE THRU CONCRETE PAD SECTION
OFFICE OF THE HAMILTON COUNTY SURVEYOR
STRUCTURE SIZING TABLE
PIPE
A MAXIMUM OF 10;1 FOR A MAXIMUM 6 IN. RISE
STRUCTURES
ANGLE AND
Q
DRAINAGE INLETS SHOULD BE LOCATED UPHILL FROM
CASTING
SIZE
CURB RAMPS TO PREVENT PUDDLES AT THE PATH
BRICK SURFACE CONSTRUCTION
QUALITY OF
OF TRAVEL
CASTING
O
ALGEBRAIC DIFFERENCE IN GRADE BETWEEN THE BASE
FROM T/C TO
48" FROM T/C
OF CURB RAMP AND THE GUTTER SHALL BE UMITED TO
LESS
+R-3501N
THAN 11X IF IT IS NOT PRACTICAL, A 2'-0- WIDE
#5 SPA, a 18*
SLOP_ E IZ 1 T_
INVERT
LEVEL STRIP SHALL BE PROVIDED. SEE DETAIL SKETCH.
REQUIRE
>
CLA;
III: t
PAVEMENT
�D
SPECIAL DESIGN
Itu
%
%
STRUC..'.R."
CONSTRUCTION CURB I
12 TO 18
24 X 24
...
DESIGN
NO
YES
SEPERATED FROM
>
1
USE DIMENSIONS ;OR All R.CADS EXCEPT
APPROVAL
I
12 TO 21
#5
...
DESIGN
ALTERNATE CURB CONSTRUCTION
12"
Q
RESERVED
GREEN - ILLUMINATING TAPE (LETTERS)
PARKING
20' —BLUE - ILLUMINATING TAPE (SYMBOL BLOCK)
10
_—WHITE - ILLUMINATING TAPE (BACKGROUND)
YAM - ILLUMINATING TAPE (ARROW)
AM
I GREEN - ILLUMINATING TAPE (BORDER)
1,10118SELE r
NN Q -MMMNW
NOTE: ALL STRIPES TO BE 4" PAINTED WHITE
PAINTED HANDICAP
SYMBOL DETAIL
NO SCALE
"VAN ACCESSIBLE" TO BE NOTED FOR
SPACES DESIGNATED FOR THAT USE.
HANDICAP PARKING SIGN DETAIL
(BY OWNER) NO SCALE
IRB & GUTTER
E CASTING
WASTE-DRAINS TO WATERWAY"
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.
�,
CED CONC. BASE
*FOR DIMENSIONS SEE D-18 ON C806.
NOTE: STRUCTURES SHALL PROVIDE
PRECAST INLETS WITH PRECAST OPENINGS.
CHAIRBACK CURB INLET DETAIL ,4
HANDICAP RAMP DETAILS
A
0 0 C, 0
0 00 o 00 o 00 - 0 '0
0 00000000 0 °° 0 C) °° 0
0 0 0 C) 0 0 .7
0
\--6" CONCRETE PAVEIVINT
6" #53 STONE
*PREPARED SUBGRADE PER INDOT No. 207
DRIVE THRU CONCRETE PAD SECTION
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
-3601 TL
(INCHES)
FROM T/C TO
48" FROM T/C
PIPES WILL
Li
+R-3501N
& TR
INVERT
TO INVERT
REQUIRE
>
CLA;
III: t
(INCHES)
�D
SPECIAL DESIGN
Itu
%
%
V)
z
12 TO 18
24 X 24
...
DESIGN
NO
YES
YES
>
1
USE DIMENSIONS ;OR All R.CADS EXCEPT
APPROVAL
I
12 TO 21
30 X 30
...
DESIGN
NO
YES
YES
z
APPROVAL
18 TO 21
MH/BOX
DESIGN
YES
YES
YES
V
APPROVAL
AL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING
21 TO 27
24 X 38. OR
...
DESIGN
NO
NO
YES
36 X 36
Ln
---I
APPROVAL
>
12 TO 24
36 X 36
...
DESIGN
NO
YES
YES
z 5D
APPROVAL
24 OR LARGER
DESIGN
DESIGN
NO
I
NO -1--YES
I
APPROVAL
APPROVAL
I
24 Oft LARGER
MH/BOX
DESIGN
YES--
YES
YES
APPROVAL ---I
PIPES NO LARGER THAN 1811 CAN BE USED IN THE 21 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: I FEB 2002_
STANDARD PLAN
APPROVED: Z-1' Z-
KENTON C. W.&D. HAMILTON ,'OUNTY SURVEYOR OR D -18
U
3" TOO SOIL
24"
6" 6' 18"
3" TOP SO!- -
I R
RADIUS
I R, 1 2"
RADIUS
\7/3_�' SLOPE 1/4'/FT. SL' P' I./4-/FT
p _n —A
CLASS "A" CLASS A
A/1
CONCRETE ,,',NCRETE
>K'
COMPACTED COMPACTED -X
A
BACKFILL BACKFILL
)O(W
...............
USE DIMENSIONS FOR LOCAL ROADS ONLY USE DIMENSIONS FOR AIL ROADS EXCEPT LOCAL ROADS
r___:
*1111111aff HIrp 01"I JHP it I
He %#Air
NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT AND/OR SIDEWALK SHALL 81 SIMILAR SHAPE
ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING
SHALL CONIDRM TO THE EASIEST REVISCN OF THE CITY OF CARMEL
CONCRETE POLICY
>
>
C)
k'
PROJECT NO--
Z
1211.034
z:
24"
24'
0
3" TOP SO'L TOP SO
0
D
:2ct
C,� LL
_j
"RAD
ui
Cf)
Z:i
2_RACIUS
3/4"
2 US
Li
<
01�
Uj
L�j
L
>
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III: t
CI-ASS 'A'
> C
�D
COMPACTED -1
Itu
%
%
V)
z
BACKFILL BACKFILL
C.>
0
W
<
=
SVERSE JOINTS
>
USE DIMENSIONS FOR LOCAL ROADS ONLY
USE DIMENSIONS ;OR All R.CADS EXCEPT
LOCAL ROADS
r-:
0
(_-0V8/A/i-D CURB AND
CUTTER TYPE it
Z
U5 Hw -
5; M
LLJ
z
NO SCALE
NOTES. INTEGRA,. CURB WITH CONCRETE PAVEMENT AND/OR SIDEWALK SHALL
BE SIMILAR SHAPE
V
AL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING
SHALL CONFORM TO THE LASTEST REASION OF THE CITY OF
CURB POLICY
Ln
---I
>
CD >
vV
z 5D
3" TOO SOIL
24"
6" 6' 18"
3" TOP SO!- -
I R
RADIUS
I R, 1 2"
RADIUS
\7/3_�' SLOPE 1/4'/FT. SL' P' I./4-/FT
p _n —A
CLASS "A" CLASS A
A/1
CONCRETE ,,',NCRETE
>K'
COMPACTED COMPACTED -X
A
BACKFILL BACKFILL
)O(W
...............
USE DIMENSIONS FOR LOCAL ROADS ONLY USE DIMENSIONS FOR AIL ROADS EXCEPT LOCAL ROADS
r___:
*1111111aff HIrp 01"I JHP it I
He %#Air
NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT AND/OR SIDEWALK SHALL 81 SIMILAR SHAPE
ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING
SHALL CONIDRM TO THE EASIEST REVISCN OF THE CITY OF CARMEL
CONCRETE POLICY
>
>
C)
k'
48'-0" BETWEEN EXPANSION JOINTS (MAX.)
.7
CONCRETE SIDEWALK
NOT TO SCALE
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO
THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO 1/4" OF THE WALK THICKNESS.
SIDEWALK CONSTRUCTED WITH DRIVEWAY OR ALLEY ENTRANCES SHALL HAVE MIN. THICKNESS
OF 6" OR THICKNESS OF THE DRIVEWAY OR ALLEY APRON, WHICHEVER IS GREATER.
SIDEWALK DETAIL
TOP OF CURB
BOTTOM OF CURB
TRANSVERSE CONTRACTION JOINTS
(10' MAX. SPACING)
NOTE: MAXIMUM TRANSVERSE CONTRACTION JOINT SPACING ON RADII SHALL BE 5 FEET.
CURB JOINT DETAIL-
n0 0 -0 0 0 '0 0 0 -0 0 C)
o 0 00 0° 0 -0 0 0 -0 a 0 '0 0 0
0 - 0 00 0 0 00 - o 00 - 0 0c'000C'0*000.000
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PREPARED SUBGRADE PER INDOT No, 201
PARKING LOT PAVEMENT SECTION
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THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO
THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
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ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO 1/4" OF THE WALK THICKNESS.
SIDEWALK CONSTRUCTED WITH DRIVEWAY OR ALLEY ENTRANCES SHALL HAVE MIN. THICKNESS
OF 6" OR THICKNESS OF THE DRIVEWAY OR ALLEY APRON, WHICHEVER IS GREATER.
SIDEWALK DETAIL
TOP OF CURB
BOTTOM OF CURB
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NOTE: MAXIMUM TRANSVERSE CONTRACTION JOINT SPACING ON RADII SHALL BE 5 FEET.
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_L1 -1" H.A.C. SURFACE #11
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PREPARED SUBGRADE PER INDOT No, 201
PARKING LOT PAVEMENT SECTION
0
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No.
-.0 10000075:
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13- STATE OF
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DATE: 05/01/07
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 WRIT-FEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2007
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 301
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
PROJECT NO--
05/01/07
1211.034
DRAWN BY:
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BET
SHEET TITLE:
STREET AND STORM SEWER
DETAILS
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13- STATE OF
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DIAW-
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DATE: 05/01/07
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 WRIT-FEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2007
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 301
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--
05/01/07
1211.034
DRAWN BY:
CHECKED BY:
BET
SHEET TITLE:
STREET AND STORM SEWER
DETAILS
CIO
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SHEET NO.:
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DATE-
PROJECT NO--
05/01/07
1211.034
DRAWN BY:
CHECKED BY:
BET
SHEET TITLE:
STREET AND STORM SEWER
DETAILS
DRAWING FILES:
R: \1211 \034\DWGS\C801.DWG
SHEET NO.: