HomeMy WebLinkAbout05030006.71OFFICE OF THE HAMILTON COUNTY - SURVEYOR
STRUCTURE SIZING 'TABLE
PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX.
INCOMING AND OUT GOINC 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 :-LFEB 2002
STANDARD PLAN
APPROVED:---- pz-
'D E
/04 D-18
KENTON C. D. HAMILTON UN11 SURVEYOR
OFFICE 017 THE HAMILTON
COUNTY SURVE�'OR
EXISTING GRADE,
;for temporary protectirn'
--�TENSJON 13E �E��UPFD TO STEEL FO,��T
SET FLUSH `N /FINISH GRADE
P
STRUCTURES
STRUCTURES OCT U RES
ANGLE AND
NTEPS
CURB CASTING
TING
SIZE
(INCHES)
LESS THAN 48"
FROM T/C TO
GREATER THAN
48" FROM T/C
QUALITY OF
PIPES WILL
REQUIRED
CASTING -3501 TL
•R-3501N I & TR
UNDERDRAINS REQUIRED IN SWALES
INVERT
TO INVERT
REQUIRE
7T
T;
T t 3 IMIN.)
(INCHES)
c
SPECIAL DESIGN
1
'lot; PLATE
YES YES
12 TO la
I 24 X 24
••
DESIGN
NO
12 TO 21
-?F�ECAST ANCHOR U`F RENO MAI-FRESS
0
APPROVAL
I I I G-N-
—t —NO--
—)FLS YES
OFFICE
SEE DEVELOPMENT PLAN FOR SIZES
I IAN 2000
A.PPROVAL
STANDARD PLAN
A P F F 0 VE D: j4 7--7—
-CO FATT
18 TO 21
DETAIL
MH/BOX
DESIGN
YES
YES YES
REVISED 1 FEB 2002
REINO MAI, RES C)
STANDARD PLAN
APPROVED:
--
ii-T-027
24 X 36• OR
KENTON C. WARD. A MILT4;� T
ARA
NO
NO YES
38 X 35
-------------APPROVAL_
-
—Eg�
12 TO 24
36 X 38
ES1
DESIGN
NO
YES
APPROVAL
4JA 00
A",�-HAV
24 OR LARGER
DESIGN
•••
DESIGN
NO YES
APPROVAL
(DRAWiNG NIT TU !;1A 1-1])
APPROVAL
HAMILTON COUNTY OFFICE
24 OR LARGER
MH1113OX 1
DESIGN
YES YES
STANDARD PLAN
1 —1
APPROVAL
A P P R 0 V F D 4�A,-,
0-4
PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX.
INCOMING AND OUT GOINC 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 :-LFEB 2002
STANDARD PLAN
APPROVED:---- pz-
'D E
/04 D-18
KENTON C. D. HAMILTON UN11 SURVEYOR
OFFICE 017 THE HAMILTON
COUNTY SURVE�'OR
EXISTING GRADE,
;for temporary protectirn'
--�TENSJON 13E �E��UPFD TO STEEL FO,��T
SET FLUSH `N /FINISH GRADE
CAP 'CAIL TF.IfPORARY EXTENSION ABC%,
'TO
- -EAST JORDAN CASTING 1570 OR EQUAL
=7
3 (MIN
FROM BACK OF CURB
.r
�N
CONCRETE
-----------
-------- 4
PROPOSED GRADE
- M11
---UNDERCUT SWALE BY 0.2'
T? LOW FOR FUTURE SIL. G
AL T
-7
UNDERDRAINS REQUIRED IN SWALES
WITH LESS THAN 1/ SLOPE
EXISTING GRADE-----7
R I F, S 7 .ASR NCRMAL POOL
7T
T;
T t 3 IMIN.)
3 t •M'N
c
MINIMUM SLOPE O,3OX---1P
F7-1 flir-5-TI
'lot; PLATE
------------
PROPOSE D GRADE
7LI' 1 17-
71
- UNDERCUT SWALE BY 0.2'
TO ALLOW FOR FUTURE SILTING
0C -
-X�
0
I 11
O�O
B GRAVEL
C) OQ-,os
C)
-?F�ECAST ANCHOR U`F RENO MAI-FRESS
0
DETAIL
iDRAWPNG NJ7 TO °CALE)
SUBSURFACE DRAIN ,SSD) PIPE
MINIMUM 05Z
WITH GRADIENT
OFFICE
SEE DEVELOPMENT PLAN FOR SIZES
I IAN 2000
8" VTINIMUMi AND INVERT ELEVATIONS.
STANDARD PLAN
A P F F 0 VE D: j4 7--7—
-CO FATT
TYPICAL SWALE
DETAIL
TO," U" EANH'
( DRAWING NOT T ' SCALE)
O
T
HAMILTON COUNTY SURVEYOR'S OFFICE
EE.' , 0 N C. WARD, ilA 1.11 L T' D N C 0 F1 N 7 Y ',',j ?, VE Y 0 11.
REVISED 1 FEB 2002
REINO MAI, RES C)
STANDARD PLAN
APPROVED:
----/D�
Tr�
D-16
KENTON C. WARD. A MILT4;� T
ARA
GROUTS
SMOOTH
RE[ El
PRECAST BASE �'4 0 12" 0
6" OR 5" PER SECTION APPROVED
3" MINIMUM A MAN
014 81
STANDARD MANHOLE
FOR PIPE SIZES 12" THRU
ONE HAMILTON COUNTY SURVEYOR'S
APPROVED:---
EYOR
OFFICE OF THE HAMILTON COUNTY SURVEYOR
FRAME STANDARD MANHOLE
AND COVER AS
SPECIFIED
FOR PIPE SIZES 24" THRU 66''
PRECAST CONCRETE ADJUSTER RINGS !F
NEEDED
NON- ASPHALTIC 1C (12 INCHES OF RINGS MAXIMUM).
MASTIC IC 01, DIAMETER
BUTYL RUBBER -STANDARD PRECAST MANHOLE CAP OR GONE
SEAL BETWEEN
JOIN TS
51, MINIMUM 4 4' DIAMETER- "MINIMUM
MANHOLE PIPE I PIPE TURNS
CIA "F' DI A. I i
NON-ASPHALTIC MASTIC 96" 48' GREATER THAN 45 TO 90 DEC
OR BUTYL RUBBER 961, 154" 66" -- UP TO 60 DEC
SEAL BETWEEN JOINTS - 84" 42 " GREATER THAN 45 TO 90 DEC;
84" 4 r TURNS UP TO 45 DEG
4 48" UP TO 45 DEC
IS" 601, 3336" STRAIGHT THRU
TYPICAL 601, !24' THAN 45 TO 90 DECi
FULL HEIGHT MANHOLE
STEPS AS SPECIFIED
CONCRETE REDUCER CAP
NOTE
-MANHOLE CONFORMS TO
C-47e
-NO BRICK OR BLOCK WILL
BE ALLOWED IN MANHOLE
-O-RING GASKET. NON-
-DIA "F" ASPHALTIC MASTIC OR
4- BUTYL RUBBER SEAL
BETWEEN JOINTS
I' MIN OVER
HIGHEST PIPE
PREFORMED HOLE TO MAXIMUM
OF PIPE O.D. -6" WITH
NON-SHRINK CEMENT GROUT
BENCH WALLS AT MINIMUM
'1z" PER FOOT SLOPE. BENCH
WALLS TO BE CONSTRUCTED
TO SPRING LINE OF PIPE.
3" MIN.-j r//A
8" MIN,
31 M:N,
COMPLETE UNIT OF PRECAST CONCRETE
(DRAWING NOT TO SCALE) MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE
HAMILTON COUNTY SURVEYOR'S OFFICE
REVISED: I FEB 2002
STANDARD PLAN
APPROVED:— 2)
KENTONE WAO. HAMILTON' C0/WNTY SURVEYOR DATE D —1
0 FFI C E OF THE H�,�IMILTON
T T T-) 1 7 F., Y 0 1�)
V
hl
E I P, 0 F I I E, ,f If -b .jult 4'
3
4 3
i 3 /4
PrL'e4-
-3,4
3/4
12 1/2
TOP IF'
2
113 J, 2 1, 4 1,
A T- �-2
36 3/4 B
L 54 3/4 0 1 -fie 3, 4 1 B
x
6 6 3/4 -r b I.
"2
j 7, p 9. ¢
i 0 j/4
3/4 11
N F ES
I PARS & BLAMES ARE H-)T !��-'LLED STEEL
2 PIPTF At,,
- HA-RS PI,ATFS
WITH 2 COO "S ')F ALIT MIN "-'M PANN;"
3 DC TS A'iF CAI,Vil; ZED
4 NC ) RE 4-AR TIFES 1 i: L BE ALLOWED
5. DEBRIS GUAPI) j3j�' REMOVABLE
tD!:A-Wt,'!G NOT '.'0 SCALE?
U 11 )7 S t �T-,
14 _A, M f L T 0 N E YO R' S OFFICE
I JAN 2000
S T A IN -D-A R L) PLAN
ROVED
K EN C. W A D, H AV! I.T, ON COU III- i S'--P EYuR DAT E
E P—
OFFICE OF THE HAMILTON COUNTY SURVEYOR
CASTING G
NOTE
;for temporary protectirn'
--�TENSJON 13E �E��UPFD TO STEEL FO,��T
SET FLUSH `N /FINISH GRADE
CAP 'CAIL TF.IfPORARY EXTENSION ABC%,
'TO
- -EAST JORDAN CASTING 1570 OR EQUAL
=7
5 (MIN !O'SAFETY LEUGE
FROM BACK OF CURB
.r
�N
CONCRETE
-----------
BASE
z
7`7
0
-END SECTION
w WASHED GRAVEL
6-
)r 0
R I F, S 7 .ASR NCRMAL POOL
-8 WASHED GRAVEL
OR CLASS
WASHED STONE
T;
REQUIRED
3
c
MINIMUM SLOPE O,3OX---1P
Irk° -CAP
DIRECTION OF FLOW
'lot; PLATE
6" 6" x 6" TEE
I
-)q c,C)0
C
MIN
P-IiONISI "or, FIN-1 -T VIONF NOT-1 R;F-F.AP INTO
TO INDIVIDUAL LOTS ALONG STREETS
-�IFTAI RFI�i;IRES TCE PLATE ��IOPE AS SHOWN
HAMILTON COL- NTY SU--PA-EYOR'S` OFFICE
-?F�ECAST ANCHOR U`F RENO MAI-FRESS
SUBSURFACE DRAIN (SST)) RISER
DETAIL
iDRAWPNG NJ7 TO °CALE)
i StT
HAMILTON COUNTY
OFFICE
-41—NORMAL, FOOL
it F
I IAN 2000
7-7, 2
STANDARD PLAN
A P F F 0 VE D: j4 7--7—
-CO FATT
S S D
VENTO*,� C WARD ,(HAMILTON UNTY SURVEYOR
TO," U" EANH'
EE.' , 0 N C. WARD, ilA 1.11 L T' D N C 0 F1 N 7 Y ',',j ?, VE Y 0 11.
P 1 i� - Far'
REINO MAI, RES C)
7'. OF SLOPE
FOP V I I"
Li A K f,] 0 UTL ET DETAIL
F 0 R' L 1'1�� E CROSS- SECTION' 0 PTI 0 N
TGE OF SLCPE --------------------- ----
%1RAWING NO' TU SCA LE
T E
HAiNIILTON ('0UNTY SIURVEYOR):-�' OBI 'j C,
A—
l N DARD -LAN
4JA 00
A",�-HAV
APPROVED
OFFICE OF THE HAMILTON COUNTY SURVEYOR
FRAME STANDARD MANHOLE
AND COVER AS
SPECIFIED
FOR PIPE SIZES 24" THRU 66''
PRECAST CONCRETE ADJUSTER RINGS !F
NEEDED
NON- ASPHALTIC 1C (12 INCHES OF RINGS MAXIMUM).
MASTIC IC 01, DIAMETER
BUTYL RUBBER -STANDARD PRECAST MANHOLE CAP OR GONE
SEAL BETWEEN
JOIN TS
51, MINIMUM 4 4' DIAMETER- "MINIMUM
MANHOLE PIPE I PIPE TURNS
CIA "F' DI A. I i
NON-ASPHALTIC MASTIC 96" 48' GREATER THAN 45 TO 90 DEC
OR BUTYL RUBBER 961, 154" 66" -- UP TO 60 DEC
SEAL BETWEEN JOINTS - 84" 42 " GREATER THAN 45 TO 90 DEC;
84" 4 r TURNS UP TO 45 DEG
4 48" UP TO 45 DEC
IS" 601, 3336" STRAIGHT THRU
TYPICAL 601, !24' THAN 45 TO 90 DECi
FULL HEIGHT MANHOLE
STEPS AS SPECIFIED
CONCRETE REDUCER CAP
NOTE
-MANHOLE CONFORMS TO
C-47e
-NO BRICK OR BLOCK WILL
BE ALLOWED IN MANHOLE
-O-RING GASKET. NON-
-DIA "F" ASPHALTIC MASTIC OR
4- BUTYL RUBBER SEAL
BETWEEN JOINTS
I' MIN OVER
HIGHEST PIPE
PREFORMED HOLE TO MAXIMUM
OF PIPE O.D. -6" WITH
NON-SHRINK CEMENT GROUT
BENCH WALLS AT MINIMUM
'1z" PER FOOT SLOPE. BENCH
WALLS TO BE CONSTRUCTED
TO SPRING LINE OF PIPE.
3" MIN.-j r//A
8" MIN,
31 M:N,
COMPLETE UNIT OF PRECAST CONCRETE
(DRAWING NOT TO SCALE) MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE
HAMILTON COUNTY SURVEYOR'S OFFICE
REVISED: I FEB 2002
STANDARD PLAN
APPROVED:— 2)
KENTONE WAO. HAMILTON' C0/WNTY SURVEYOR DATE D —1
0 FFI C E OF THE H�,�IMILTON
T T T-) 1 7 F., Y 0 1�)
V
hl
E I P, 0 F I I E, ,f If -b .jult 4'
3
4 3
i 3 /4
PrL'e4-
-3,4
3/4
12 1/2
TOP IF'
2
113 J, 2 1, 4 1,
A T- �-2
36 3/4 B
L 54 3/4 0 1 -fie 3, 4 1 B
x
6 6 3/4 -r b I.
"2
j 7, p 9. ¢
i 0 j/4
3/4 11
N F ES
I PARS & BLAMES ARE H-)T !��-'LLED STEEL
2 PIPTF At,,
- HA-RS PI,ATFS
WITH 2 COO "S ')F ALIT MIN "-'M PANN;"
3 DC TS A'iF CAI,Vil; ZED
4 NC ) RE 4-AR TIFES 1 i: L BE ALLOWED
5. DEBRIS GUAPI) j3j�' REMOVABLE
tD!:A-Wt,'!G NOT '.'0 SCALE?
U 11 )7 S t �T-,
14 _A, M f L T 0 N E YO R' S OFFICE
I JAN 2000
S T A IN -D-A R L) PLAN
ROVED
K EN C. W A D, H AV! I.T, ON COU III- i S'--P EYuR DAT E
E P—
OFFICE OF THE HAMILTON COUNTY SURVEYOR
- - - -f' STEEL "T" FENCEFU�-I
NOTE
;for temporary protectirn'
--�TENSJON 13E �E��UPFD TO STEEL FO,��T
SET FLUSH `N /FINISH GRADE
CAP 'CAIL TF.IfPORARY EXTENSION ABC%,
'TO
- -EAST JORDAN CASTING 1570 OR EQUAL
=7
5 (MIN !O'SAFETY LEUGE
FROM BACK OF CURB
.r
�N
CONCRETE
-----------
BASE
z
7`7
0
-END SECTION
w WASHED GRAVEL
6-
)r 0
R I F, S 7 .ASR NCRMAL POOL
-8 WASHED GRAVEL
OR CLASS
WASHED STONE
T;
REQUIRED
3
c
MINIMUM SLOPE O,3OX---1P
Irk° -CAP
DIRECTION OF FLOW
'lot; PLATE
6" 6" x 6" TEE
I
-)q c,C)0
C
MIN
P-IiONISI "or, FIN-1 -T VIONF NOT-1 R;F-F.AP INTO
TO INDIVIDUAL LOTS ALONG STREETS
-�IFTAI RFI�i;IRES TCE PLATE ��IOPE AS SHOWN
HAMILTON COL- NTY SU--PA-EYOR'S` OFFICE
-?F�ECAST ANCHOR U`F RENO MAI-FRESS
SUBSURFACE DRAIN (SST)) RISER
DETAIL
iDRAWPNG NJ7 TO °CALE)
i StT
HAMILTON COUNTY
OFFICE
-41—NORMAL, FOOL
it F
I IAN 2000
7-7, 2
STANDARD PLAN
A P F F 0 VE D: j4 7--7—
-CO FATT
S S D
VENTO*,� C WARD ,(HAMILTON UNTY SURVEYOR
TO," U" EANH'
LI
OFFICE OF THE HAMILTON COUNTY SURVEYOR
,--CASTING FRAME AND COVER AS SPECIFIED
NON-ASPHALTI(;MASTIC
OR BUTYL RUBBER ----\
SEAL BETWEEN JOIN�s
PRECAST,CONCREFE ADJL,*,'TFR RINGS IF
NEEDED 12 INCHES OF RINGS MAXIMUM).
24" DIAMETEF
ECCENTRIC CONE OR REDUCER
CAP AS REQUIRED BY SITE
CONDITIONS. CONE TOP TO
MATCH ADJUSTING RING PROFILE,
-------------
FULL HEIGHT MANHOLE--
STEPS AS SPECIFIED.
lla% 5" MINIMUM
NOTE:
MANHOLE CONFORMS
'CO ASTM 478
O-RING GASKET NON-
ASPHALTIC MASTIC OR---\ P ECAST
BUTYL RUBBER SEAL o 48 DIAMETER R
AT JOINTS. 11 )SECT ON
PREFORMED HOLE TO MAXIMUM
OF PIPE O.D. -6" WITH
BENCH WALLS AT MINIMUM
NON-SHRINK CEMENT GROUT.
/z" PER FOOT SLOPE. BENCH
WALLS TO BE CONSTRUCTED--__
TO SPRING LINE OF PIPE. NOTE:
STRUCTURES ARE TO BE
D FULLY. TROWELED
AND BRUSH FINISHED.
BAR
N CENTER OR
ALTERNATIVE
HOLE BASE SET
OF •2 STONE
it
2411
)RAWING NOT TO SCALE)
OFFICE
111111D: I FEB 2002
STANDARD PLAN
D-20
OFFICE OF THE HAMILTON COUNTY SURVEYOR
ANCHOR
FOR CONCRETE END SECTIONS
SIDE PROFILE TOP VIEW
..........................
STEEL ALL T�RE
I ED
iG
1/2" MIN. DIAMETER
STEEL
NUTS �
WASHERS
END PROFILE
1STEEL_
BOLT HOOKS
1' LONG
X WIDTH OF END SECTION
ALLTHREAD SPACING TO BE TWO PER FOOT
EX1 12" END SECTION 2 ALLTHREAD
24" END SECTION 4 ALLTHREAD
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
REVISED: 1 JAN 2000
STANDARD PLAN
APPROVED: 0C.
KENTn .WARD, ,AAMILTON COUNTY SURVEYOR DATE 0-5
6-j
L�j
N T.
\STE
ze
No.
9 10000075
-�O- STATE OF
so,
NDIA0\
ONAL
DATE: 3/1/05
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. (2005)
f4wilo
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
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
G F F I CE THE FIA�,IILTON r-,OUNTY SURVEYOF- ?
NOTE
I T N - �, \ Norl ' A 1, L OWE 1)
- , FIT W z T
j DFI� iER DISCHARGE
--�TENSJON 13E �E��UPFD TO STEEL FO,��T
*'-
CAP 'CAIL TF.IfPORARY EXTENSION ABC%,
'TO
SED SII,;) �3 1' ;X6? AS �PFCIFIE-1
IN OPEN CHANNELS
5 (MIN !O'SAFETY LEUGE
FROM BACK OF CURB
.r
�N
CAPPED BELOW GROUND LEVEL
-----------
G R A D E
7`7
-END SECTION
v
)r 0
R I F, S 7 .ASR NCRMAL POOL
-8 WASHED GRAVEL
OR CLASS
WASHED STONE
T;
REQUIRED
3
RC? OUTLET lz vl�ll
Jj-
MINIMUM SLOPE O,3OX---1P
MINIMUM 4' SSD—' 3"
'lot; PLATE
I
D • PIPE D:AMEFEIR
P-IiONISI "or, FIN-1 -T VIONF NOT-1 R;F-F.AP INTO
TO INDIVIDUAL LOTS ALONG STREETS
-�IFTAI RFI�i;IRES TCE PLATE ��IOPE AS SHOWN
HAMILTON COL- NTY SU--PA-EYOR'S` OFFICE
-?F�ECAST ANCHOR U`F RENO MAI-FRESS
IEEVI�;FD --L,-TAN- �'DOO-
cONICR= �,LC'PEW,1T,7
STAINDAFL) -LAN�
-CONCRETE HEADWALL
SSD -1
-41—NORMAL, FOOL
it F
6 A L 11, TJIF WAY AROUND 7.riF -- - - - - --
7-7, 2
1) 1) L 1) A P L A
I CROSS H ATCji Fvl"
"'A
TO," U" EANH'
EE.' , 0 N C. WARD, ilA 1.11 L T' D N C 0 F1 N 7 Y ',',j ?, VE Y 0 11.
P 1 i� - Far'
REINO MAI, RES C)
7'. OF SLOPE
FOP V I I"
Li A K f,] 0 UTL ET DETAIL
F 0 R' L 1'1�� E CROSS- SECTION' 0 PTI 0 N
TGE OF SLCPE --------------------- ----
%1RAWING NO' TU SCA LE
T E
HAiNIILTON ('0UNTY SIURVEYOR):-�' OBI 'j C,
A—
l N DARD -LAN
4JA 00
A",�-HAV
APPROVED
----------------
E
LI
OFFICE OF THE HAMILTON COUNTY SURVEYOR
,--CASTING FRAME AND COVER AS SPECIFIED
NON-ASPHALTI(;MASTIC
OR BUTYL RUBBER ----\
SEAL BETWEEN JOIN�s
PRECAST,CONCREFE ADJL,*,'TFR RINGS IF
NEEDED 12 INCHES OF RINGS MAXIMUM).
24" DIAMETEF
ECCENTRIC CONE OR REDUCER
CAP AS REQUIRED BY SITE
CONDITIONS. CONE TOP TO
MATCH ADJUSTING RING PROFILE,
-------------
FULL HEIGHT MANHOLE--
STEPS AS SPECIFIED.
lla% 5" MINIMUM
NOTE:
MANHOLE CONFORMS
'CO ASTM 478
O-RING GASKET NON-
ASPHALTIC MASTIC OR---\ P ECAST
BUTYL RUBBER SEAL o 48 DIAMETER R
AT JOINTS. 11 )SECT ON
PREFORMED HOLE TO MAXIMUM
OF PIPE O.D. -6" WITH
BENCH WALLS AT MINIMUM
NON-SHRINK CEMENT GROUT.
/z" PER FOOT SLOPE. BENCH
WALLS TO BE CONSTRUCTED--__
TO SPRING LINE OF PIPE. NOTE:
STRUCTURES ARE TO BE
D FULLY. TROWELED
AND BRUSH FINISHED.
BAR
N CENTER OR
ALTERNATIVE
HOLE BASE SET
OF •2 STONE
it
2411
)RAWING NOT TO SCALE)
OFFICE
111111D: I FEB 2002
STANDARD PLAN
D-20
OFFICE OF THE HAMILTON COUNTY SURVEYOR
ANCHOR
FOR CONCRETE END SECTIONS
SIDE PROFILE TOP VIEW
..........................
STEEL ALL T�RE
I ED
iG
1/2" MIN. DIAMETER
STEEL
NUTS �
WASHERS
END PROFILE
1STEEL_
BOLT HOOKS
1' LONG
X WIDTH OF END SECTION
ALLTHREAD SPACING TO BE TWO PER FOOT
EX1 12" END SECTION 2 ALLTHREAD
24" END SECTION 4 ALLTHREAD
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
REVISED: 1 JAN 2000
STANDARD PLAN
APPROVED: 0C.
KENTn .WARD, ,AAMILTON COUNTY SURVEYOR DATE 0-5
6-j
L�j
N T.
\STE
ze
No.
9 10000075
-�O- STATE OF
so,
NDIA0\
ONAL
DATE: 3/1/05
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. (2005)
f4wilo
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
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
C E OF THE HAMILTON C',0 t,l NT Y , U R V E Y () P,
NOTE
POST
--�TENSJON 13E �E��UPFD TO STEEL FO,��T
IN 2 LOCATIONS
CAP 'CAIL TF.IfPORARY EXTENSION ABC%,
'TO
ro PE REMOVED UFON UDNNE71FION
IN OPEN CHANNELS
ALL MEASUREMENTS TO BE MEASURED
FROM BACK OF CURB
.r
-- EXTENSION SECUREE, IF EXTLN�:,CIN :�7 N01 U-,1117ED,11' IS TO BE
TC, STEEL POST
CAPPED BELOW GROUND LEVEL
"ROPOSE11) LATERAL LCCAT:ONS SHALE BE STAMPED
'ON CURB �SKF CURB STAMP DETAIL)
G R A D E
7`7
FREEBCARD MAN 0'.�M A 1, POOL
100 YEAR�
v
)r 0
-8 WASHED GRAVEL
OR CLASS
WASHED STONE
REDUCING T /X/ 3
REQUIRED
RC? OUTLET lz vl�ll
Jj-
MINIMUM SLOPE O,3OX---1P
MINIMUM 4' SSD—' 3"
1L MIN.
MINIMUM 6" SUP SURFACE DRAIN
D • PIPE D:AMEFEIR
TYPICAL SSD LATERAL
TO INDIVIDUAL LOTS ALONG STREETS
iDRAWI.N�] NOT TO SCALE)
HAMILTON COL- NTY SU--PA-EYOR'S` OFFICE
IEEVI�;FD --L,-TAN- �'DOO-
APPROVED 4341A 0.
STAINDAFL) -LAN�
--- DA - TE
SSD -1
K L WARD. "T," SURVE'OP
6 A L 11, TJIF WAY AROUND 7.riF -- - - - - --
LI
OFFICE OF THE HAMILTON COUNTY SURVEYOR
,--CASTING FRAME AND COVER AS SPECIFIED
NON-ASPHALTI(;MASTIC
OR BUTYL RUBBER ----\
SEAL BETWEEN JOIN�s
PRECAST,CONCREFE ADJL,*,'TFR RINGS IF
NEEDED 12 INCHES OF RINGS MAXIMUM).
24" DIAMETEF
ECCENTRIC CONE OR REDUCER
CAP AS REQUIRED BY SITE
CONDITIONS. CONE TOP TO
MATCH ADJUSTING RING PROFILE,
-------------
FULL HEIGHT MANHOLE--
STEPS AS SPECIFIED.
lla% 5" MINIMUM
NOTE:
MANHOLE CONFORMS
'CO ASTM 478
O-RING GASKET NON-
ASPHALTIC MASTIC OR---\ P ECAST
BUTYL RUBBER SEAL o 48 DIAMETER R
AT JOINTS. 11 )SECT ON
PREFORMED HOLE TO MAXIMUM
OF PIPE O.D. -6" WITH
BENCH WALLS AT MINIMUM
NON-SHRINK CEMENT GROUT.
/z" PER FOOT SLOPE. BENCH
WALLS TO BE CONSTRUCTED--__
TO SPRING LINE OF PIPE. NOTE:
STRUCTURES ARE TO BE
D FULLY. TROWELED
AND BRUSH FINISHED.
BAR
N CENTER OR
ALTERNATIVE
HOLE BASE SET
OF •2 STONE
it
2411
)RAWING NOT TO SCALE)
OFFICE
111111D: I FEB 2002
STANDARD PLAN
D-20
OFFICE OF THE HAMILTON COUNTY SURVEYOR
ANCHOR
FOR CONCRETE END SECTIONS
SIDE PROFILE TOP VIEW
..........................
STEEL ALL T�RE
I ED
iG
1/2" MIN. DIAMETER
STEEL
NUTS �
WASHERS
END PROFILE
1STEEL_
BOLT HOOKS
1' LONG
X WIDTH OF END SECTION
ALLTHREAD SPACING TO BE TWO PER FOOT
EX1 12" END SECTION 2 ALLTHREAD
24" END SECTION 4 ALLTHREAD
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
REVISED: 1 JAN 2000
STANDARD PLAN
APPROVED: 0C.
KENTn .WARD, ,AAMILTON COUNTY SURVEYOR DATE 0-5
6-j
L�j
N T.
\STE
ze
No.
9 10000075
-�O- STATE OF
so,
NDIA0\
ONAL
DATE: 3/1/05
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. (2005)
f4wilo
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
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.:
OFFICE OF HAMILTON COTITNTY SURVE"OR
1238.6001
DRAWN BD
I PIPE
BANK ARIMORNIENT AT OUTLET
^n DCC
DCC
IN OPEN CHANNELS
HAMILTON COUNTY
DETAILS
FOP OF BANK TOF D9 BANII.
N:\1238\6001\DWGS\PINCKNEY\C8O6.DWG
SHEET NO.:
V
FREEBCARD MAN 0'.�M A 1, POOL
100 YEAR�
E—
�31 MIN 3 MIN 1"-,
WIDTH VARIES__ j-
RC? OUTLET lz vl�ll
Jj-
rz�
CD
.......
4- 2 0 GEO TE��.ILF
MAT
7 RA I) ED
9'' GRADED
�IPRAP IN F'PHAP IN
G T BASKET -IAN B A K F
AB AN
GFDT TII.F MAT SHALL EXTEND RENO MATTRESS
6 A L 11, TJIF WAY AROUND 7.riF -- - - - - --
PERIMETER OF THE i?ENC MATTRFS,�� CROSS SECTION
TO," U" EANH'
EE.' , 0 N C. WARD, ilA 1.11 L T' D N C 0 F1 N 7 Y ',',j ?, VE Y 0 11.
7'. OF SLOPE
1-NTFR !ANE OF PIPE
TGE OF SLCPE --------------------- ----
A—
TOP OF BANK
;PT AN VIFW
---- - --------
(DRAWiNG NIT TU !;1A 1-1])
HAMILTON COUNTY OFFICE
-SURVEYOR'S
' :AN
REVISED, 2000
STANDARD PLAN
A P P R 0 V F D 4�A,-,
0-4
KEN7�IN C ARD, HAMI TON COUNTY SURVL"' F? EA T E
LI
OFFICE OF THE HAMILTON COUNTY SURVEYOR
,--CASTING FRAME AND COVER AS SPECIFIED
NON-ASPHALTI(;MASTIC
OR BUTYL RUBBER ----\
SEAL BETWEEN JOIN�s
PRECAST,CONCREFE ADJL,*,'TFR RINGS IF
NEEDED 12 INCHES OF RINGS MAXIMUM).
24" DIAMETEF
ECCENTRIC CONE OR REDUCER
CAP AS REQUIRED BY SITE
CONDITIONS. CONE TOP TO
MATCH ADJUSTING RING PROFILE,
-------------
FULL HEIGHT MANHOLE--
STEPS AS SPECIFIED.
lla% 5" MINIMUM
NOTE:
MANHOLE CONFORMS
'CO ASTM 478
O-RING GASKET NON-
ASPHALTIC MASTIC OR---\ P ECAST
BUTYL RUBBER SEAL o 48 DIAMETER R
AT JOINTS. 11 )SECT ON
PREFORMED HOLE TO MAXIMUM
OF PIPE O.D. -6" WITH
BENCH WALLS AT MINIMUM
NON-SHRINK CEMENT GROUT.
/z" PER FOOT SLOPE. BENCH
WALLS TO BE CONSTRUCTED--__
TO SPRING LINE OF PIPE. NOTE:
STRUCTURES ARE TO BE
D FULLY. TROWELED
AND BRUSH FINISHED.
BAR
N CENTER OR
ALTERNATIVE
HOLE BASE SET
OF •2 STONE
it
2411
)RAWING NOT TO SCALE)
OFFICE
111111D: I FEB 2002
STANDARD PLAN
D-20
OFFICE OF THE HAMILTON COUNTY SURVEYOR
ANCHOR
FOR CONCRETE END SECTIONS
SIDE PROFILE TOP VIEW
..........................
STEEL ALL T�RE
I ED
iG
1/2" MIN. DIAMETER
STEEL
NUTS �
WASHERS
END PROFILE
1STEEL_
BOLT HOOKS
1' LONG
X WIDTH OF END SECTION
ALLTHREAD SPACING TO BE TWO PER FOOT
EX1 12" END SECTION 2 ALLTHREAD
24" END SECTION 4 ALLTHREAD
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
REVISED: 1 JAN 2000
STANDARD PLAN
APPROVED: 0C.
KENTn .WARD, ,AAMILTON COUNTY SURVEYOR DATE 0-5
6-j
L�j
N T.
\STE
ze
No.
9 10000075
-�O- STATE OF
so,
NDIA0\
ONAL
DATE: 3/1/05
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. (2005)
f4wilo
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
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.:
OFFICE 0 F THE HA N1 I L T C N CO N'FY 'H V L Y 0 R
1238.6001
DRAWN BD
L A 1\'E C R 0 S _EC. TI 0 N S
^n DCC
DCC
OPTION 3
HAMILTON COUNTY
DETAILS
'-'ASE M K N 7
N:\1238\6001\DWGS\PINCKNEY\C8O6.DWG
SHEET NO.:
(EI35) (a (5
FREEBCARD MAN 0'.�M A 1, POOL
100 YEAR�
E—
Q)
EMER(;FNC Y A
S?TLLWAY
'1"
rz�
CD
A 100 � E'AR
U��E' OITTLET OPTION :3
'PRAW!NG NOT TO SCALE)
H A M 11, IT 0 N, COI. XTY U R V E Y Oh 'S 0 FF1 C E
ESED I_u'AN POGO
S'�'AN DA HD PLAN
AP11F0'vE'):-------- 00
EE.' , 0 N C. WARD, ilA 1.11 L T' D N C 0 F1 N 7 Y ',',j ?, VE Y 0 11.
LI
OFFICE OF THE HAMILTON COUNTY SURVEYOR
,--CASTING FRAME AND COVER AS SPECIFIED
NON-ASPHALTI(;MASTIC
OR BUTYL RUBBER ----\
SEAL BETWEEN JOIN�s
PRECAST,CONCREFE ADJL,*,'TFR RINGS IF
NEEDED 12 INCHES OF RINGS MAXIMUM).
24" DIAMETEF
ECCENTRIC CONE OR REDUCER
CAP AS REQUIRED BY SITE
CONDITIONS. CONE TOP TO
MATCH ADJUSTING RING PROFILE,
-------------
FULL HEIGHT MANHOLE--
STEPS AS SPECIFIED.
lla% 5" MINIMUM
NOTE:
MANHOLE CONFORMS
'CO ASTM 478
O-RING GASKET NON-
ASPHALTIC MASTIC OR---\ P ECAST
BUTYL RUBBER SEAL o 48 DIAMETER R
AT JOINTS. 11 )SECT ON
PREFORMED HOLE TO MAXIMUM
OF PIPE O.D. -6" WITH
BENCH WALLS AT MINIMUM
NON-SHRINK CEMENT GROUT.
/z" PER FOOT SLOPE. BENCH
WALLS TO BE CONSTRUCTED--__
TO SPRING LINE OF PIPE. NOTE:
STRUCTURES ARE TO BE
D FULLY. TROWELED
AND BRUSH FINISHED.
BAR
N CENTER OR
ALTERNATIVE
HOLE BASE SET
OF •2 STONE
it
2411
)RAWING NOT TO SCALE)
OFFICE
111111D: I FEB 2002
STANDARD PLAN
D-20
OFFICE OF THE HAMILTON COUNTY SURVEYOR
ANCHOR
FOR CONCRETE END SECTIONS
SIDE PROFILE TOP VIEW
..........................
STEEL ALL T�RE
I ED
iG
1/2" MIN. DIAMETER
STEEL
NUTS �
WASHERS
END PROFILE
1STEEL_
BOLT HOOKS
1' LONG
X WIDTH OF END SECTION
ALLTHREAD SPACING TO BE TWO PER FOOT
EX1 12" END SECTION 2 ALLTHREAD
24" END SECTION 4 ALLTHREAD
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
REVISED: 1 JAN 2000
STANDARD PLAN
APPROVED: 0C.
KENTn .WARD, ,AAMILTON COUNTY SURVEYOR DATE 0-5
6-j
L�j
N T.
\STE
ze
No.
9 10000075
-�O- STATE OF
so,
NDIA0\
ONAL
DATE: 3/1/05
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. (2005)
f4wilo
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
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.:
3/1/05
1238.6001
DRAWN BD
^n DCC
DCC
SHEET TITLE:
HAMILTON COUNTY
DETAILS
DRAWING FILES:
N:\1238\6001\DWGS\PINCKNEY\C8O6.DWG
SHEET NO.:
(EI35) (a (5
E—
Q)
rz�
CD
0
P4
ct
OFFICE OF THE HAMILTON COUNTY SURVEYOR
,--CASTING FRAME AND COVER AS SPECIFIED
NON-ASPHALTI(;MASTIC
OR BUTYL RUBBER ----\
SEAL BETWEEN JOIN�s
PRECAST,CONCREFE ADJL,*,'TFR RINGS IF
NEEDED 12 INCHES OF RINGS MAXIMUM).
24" DIAMETEF
ECCENTRIC CONE OR REDUCER
CAP AS REQUIRED BY SITE
CONDITIONS. CONE TOP TO
MATCH ADJUSTING RING PROFILE,
-------------
FULL HEIGHT MANHOLE--
STEPS AS SPECIFIED.
lla% 5" MINIMUM
NOTE:
MANHOLE CONFORMS
'CO ASTM 478
O-RING GASKET NON-
ASPHALTIC MASTIC OR---\ P ECAST
BUTYL RUBBER SEAL o 48 DIAMETER R
AT JOINTS. 11 )SECT ON
PREFORMED HOLE TO MAXIMUM
OF PIPE O.D. -6" WITH
BENCH WALLS AT MINIMUM
NON-SHRINK CEMENT GROUT.
/z" PER FOOT SLOPE. BENCH
WALLS TO BE CONSTRUCTED--__
TO SPRING LINE OF PIPE. NOTE:
STRUCTURES ARE TO BE
D FULLY. TROWELED
AND BRUSH FINISHED.
BAR
N CENTER OR
ALTERNATIVE
HOLE BASE SET
OF •2 STONE
it
2411
)RAWING NOT TO SCALE)
OFFICE
111111D: I FEB 2002
STANDARD PLAN
D-20
OFFICE OF THE HAMILTON COUNTY SURVEYOR
ANCHOR
FOR CONCRETE END SECTIONS
SIDE PROFILE TOP VIEW
..........................
STEEL ALL T�RE
I ED
iG
1/2" MIN. DIAMETER
STEEL
NUTS �
WASHERS
END PROFILE
1STEEL_
BOLT HOOKS
1' LONG
X WIDTH OF END SECTION
ALLTHREAD SPACING TO BE TWO PER FOOT
EX1 12" END SECTION 2 ALLTHREAD
24" END SECTION 4 ALLTHREAD
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
REVISED: 1 JAN 2000
STANDARD PLAN
APPROVED: 0C.
KENTn .WARD, ,AAMILTON COUNTY SURVEYOR DATE 0-5
6-j
L�j
N T.
\STE
ze
No.
9 10000075
-�O- STATE OF
so,
NDIA0\
ONAL
DATE: 3/1/05
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. (2005)
f4wilo
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
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.:
3/1/05
1238.6001
DRAWN BD
^n DCC
DCC
SHEET TITLE:
HAMILTON COUNTY
DETAILS
DRAWING FILES:
N:\1238\6001\DWGS\PINCKNEY\C8O6.DWG
SHEET NO.:
(EI35) (a (5
E—
Q)
rz�
CD
0
P4
ct
DATE:
PROJECT NO.:
3/1/05
1238.6001
DRAWN BD
^n DCC
DCC
SHEET TITLE:
HAMILTON COUNTY
DETAILS
DRAWING FILES:
N:\1238\6001\DWGS\PINCKNEY\C8O6.DWG
SHEET NO.:
(EI35) (a (5