HomeMy WebLinkAboutConstruction Plans C804 Hamilton County DetailsOFFICE OF THE' HA1vMILTON .COUNTY SURVEYOR`
LAKE CROSS- SECTIONS
OPTION 3
8' STEEL "T" FENCEPOST
(for temporary protection)
SET FLUSH VI/FINISH GRADE
EAST JORDAN 1570 OR EQUAL
DISCHARGE
MULCH OR
BLANKET AS SPECIFIED
5' N
4
C ONCRETE
BASE
SEED
a.
03
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v
CASTING
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00??, —.sr grAik 1,
WASHED GRAVEL
CAP
V 8" x 8" x 8" TEE
DIRECTION OF FLOW
l A
APPROVED 4 K�4
1
°sr j
000CPp
3"
MIN.
Req'd
(CROSS- HATCHED)
SECTION
I 24"
SUBSURFACE DRAIN (SSD)
RISER DETAIL
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
saoadeedid gaay
REVISED: 1 JAN 2000
APPROVE D ��'OO
STANDARD PLAN
+C�
SSD J J 3
KENTO C TARD AMILTON COUNTY SURVEYOR DATE
OFFICE OF THE HAMILTON SURVEYOR
LAKE CROSS- SECTIONS
OPTION 3
UNDERWATER
HYDROSEEDED
S150
DISCHARGE
MULCH OR
BLANKET AS SPECIFIED
5' N
NOT ALLOWED
10' SAFETY LEDGE
3
Ug
G R 4, 4E CgANG� d
SEED
3' (MIN.)
1
IM411111111
3
l
"A"
10
OPTION 3
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURV.E•YO.R'S OFFICE
Size
REVISED: 1 JAN 2000
SODDED AREA
l A
APPROVED 4 K�4
1
KENTON C. WARD, MILTON COUNTY SURVEYOR DATE
e
Req'd
(CROSS- HATCHED)
SECTION
Inches
Inches
END
saoadeedid gaay
R.C.P. STORM SEWER
NORMAL POOL
5/8
1/2
5
4i
8
o
TOE 1 P 8 LATE I fr
1'
1
OPTIONS FOR END SECTIONS: NOTCH RIP -RAP INTO
METAL: SHOWN /REQUIRES TOE PLATE SLOPE AS SHOWN
-PRECAST: REQUIRES ANCHOR USE RENO MATTRESS
CONCRETE SLOPEWALL
-CONCRETE HEADWALL
4
G1E
1/2
NORMAL POOL
1
SLOPE
4
1
1/2
10 1/2
5:1
ram
42
3/4
4
.1
1
SL
..iti
3/4
4
SODDED AREA
(CROSS +HATCHED
I
e4
ft q.v.
i i •r�i
54
3/4
t
IN'
o• 5
vI
.4 04
0,
12
I
1
3/4
R.C.P. STORM
e RIP -R AP
RENO MA RES
14
72
3/4
5
1 /2pipe
I
14
1
TOP
VIEW
LAKE .OUTLET DETAIL
FOR LAKE CROSS SECTION OPTION 3'
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
REVISED:
1 JAN 2000
1/2
3
6/8
STANDARD PLAN
APPROVED:
.4.k4 00
D 1}1
COUNTY SURVEYOR DATE
KENTON WARD: HAMI ON COUN
1/2
3
A
OFFICE OF THE HAMILTON COUNTY... SURVEYOR.
LAKE CROSS- SECTIONS
OPTION 3
POOL
EASEMENT
15' MIN.
1 I 2' FREE :OARD
MIN.
100 YEAR NORMAL
r
Apron
:LZ MEEN
SPIW
USE OUTLET
1
IM411111111
3
l
"A"
10
OPTION 3
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURV.E•YO.R'S OFFICE
Size
REVISED: 1 JAN 2000
Size
l A
APPROVED 4 K�4
STANDARD PLAN
D-8
KENTON C. WARD, MILTON COUNTY SURVEYOR DATE
OFFICE OF THE HAMILTON' COUNTY SURVEYOR
DEBRIS GUARD
i re STEEL NOTE FENCE "T POST
EXTENSION TO BE SECURED TO STEEL POST
IN 2 LOCATIONS
CAP TAPE TEMPORARY EXTENSION ABOVE GROUND
f TO BE REMOVED UPON CONNECTION TO
SIDE PROFILE
...u.
STRUCTURES
LESS THAN 48"
FROM T/C TO
INVERT
(INCHES)
.i-,--r
Apron
V -bar
No. of
H-bar
Bolt
"A"
111
Size
Size
H -bars
Size
Dia.
Dim:
Inches
Inches
Req'd
Inches
Inches
Inches
I
saoadeedid gaay
18
1/2
3
5/8
1/2
5
II 111-
n�
4i
24
518
4
3/4
1/2
7
30
6/B
4
3/4
1/2
7 1/2
38
3/4
4
1
1/2
10 1/2
REVISED. 1 FEE 200E
ram
42
3/4
4
.1
3/4
11
HAMILTON COUNTY SURVEYOR'S OFFICE
48
3/4
4
11/2pipe
3/4
12•
54
3/4
4
11/2pipe
3/4
12
80
3/4
5
11/2pipe
3/4
14
72
3/4
5
1 /2pipe
3/4
14
84
3/4
8
1
3/4
15
TOP VIEW
12
1/2
3
6/8
1/2
4
15
1/2
3
5/8
1/2
4 1/2
18
1/2
4
5/8
1/2
4 1/2
21
1/2
4
5/8
1/2
5•
•arm ADMIX MrMOM
1100 ti nu RIW
11�
en
ao
24
5/8
4
3/4
1/2
5
27
5/8
4
3/4
1/2
5 1/2
30
5/8
4
3/4
1/2
5 1/2
38
3/4
4
1
3/4
8
42
3/4
4
1
3/4
8
48
3/4
5
1
3/4
8
54
3/4
5
1 /2pipe
3/4
8
xn�
60
3/4
6
1 pipe
3/4
8
Winn'
88
3/4
8
1
3/4
8
_MI
'All
72
3/4
8
1 /2pipe
3/4
9
84
3/4
7
11/2pipe
3/4
10
90
3/4
7
11/2pipe
3/4
14
NOTES:
1. BARS PLATES ARE HOT- ROLLED STEEL.
2. BARS, PLATES, PIPIE ARE FINISHED
WITH 2 COATS OF ALUMINUM PAINT.
3. BOLTS ARE GALVIN'IZED
4. NO REBAR THROUGH PIPES WILL BE ALLOWED
5. DEBRIS GUARD SHALL BE REMOVABLE
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
REVISED: 1 JAN 2000
APPROVED: -4,14^'0-o
STANDARD PLAN
D-12
KEN C.W ,HAMILTON COUNTY SURVEYOR DATE
OFFICE OF THE HAMILTON COUNTY SURVEYOR
STRUCTURE SIZING TABLE
i re STEEL NOTE FENCE "T POST
EXTENSION TO BE SECURED TO STEEL POST
IN 2 LOCATIONS
CAP TAPE TEMPORARY EXTENSION ABOVE GROUND
f TO BE REMOVED UPON CONNECTION TO
EXISTING GRADE
STRUCTURES
LESS THAN 48"
FROM T/C TO
INVERT
(INCHES)
.i-,--r
T1-;--
STEPS
REQUIRED
I I i IT~-- I
I
ri
7111 111 11 �7� I
111
r
r' e 'f 1 1
I l I
I I 1 I 1 I 1 II r
PROPO GRADE
UNDERCUT 9WALE HY R0.2' TINI (1
FOR FUTUE
-r
I I 1 1 1 1 1 1 11 1 -1 11 1 11 I TO ALLOW �SILC'
•1
III III 111 III 1II
III III III III III IIf
UNDERDRAINS REQUIRED IN SWALES
WITH LESS THAN ix SLOPE
EXISTING GRADE T
,:k•
a�
r/ ii.!; o
I
GREATER THAN TO 90 DEG
1 I!
DESIGN
APPROVAL
11 I IMIN_1
YES
II
III
II 111-
n�
'1 1r
III iii
-k
M• PROPOSED GRADE
UNDERCUT SWALE BY
TO ALLOW FOR FUTURE
I I I-1 I I
III I I 1 1 1
0.2'
SILTINGT
1 1 I I
I I I 1 I I
I t i L nfl E fflm m I
DRAIN (SSD) PIPE
GRADIENT.
FOR SIZES
ELEVATIONS.
NOT TO SCALE)
o�� op 111
1
I 1 I III O .8 GR
1 0 0)
v,
tt :Al
PERFORATED SUBSURFACE
ITH MINIMUM 0.5X
SEE DEVELOPMENT PLAN
AND INVERT
(8" MINIMUM)
DETAIL
(DRAWING
TYPICAL SWALE
HAMILTON COUNTY SURVEYOR'S OFFICE
YES
REVISED. 1 FEE 200E
APPROVED 'E
STANDARD PLAN
D -16
KENTON C. WARD AMILTON CO TY SURVEYOR
OFFICE OF THE HAMILTON COUNTY SURVEYOR
STRUCTURE SIZING TABLE
i re STEEL NOTE FENCE "T POST
EXTENSION TO BE SECURED TO STEEL POST
IN 2 LOCATIONS
CAP TAPE TEMPORARY EXTENSION ABOVE GROUND
f TO BE REMOVED UPON CONNECTION TO
A
PROPOSED
GRADE
L f
STRUCTURES
LESS THAN 48"
FROM T/C TO
INVERT
(INCHES)
STRUCTURES
GREATER THAN
48" FROM T/C
TO INVERT
r HOUSE.
ALL MEASUREMENTS TO BE MEASURED
FROM BACK OF CURB.
EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO BE
TO STEEL POST CAPPED BELOW GROUND LEVEL.
STEPS
REQUIRED
CURB
CASTING
•R-3501N
�8„
LATERAL LOCATIONS SHALL BE STAMPED
ON CURB. (SEE CURB STAMP DETAIL)
12 TO 18
24 X 24
NO
D v v
wr
1 4• •0
•8 WASHED GRAVEL
"A"
-ir'•• •x .11'•
v. 0.t•
m
OR CLASS
WASHED STONE
REDUCING T
,:k•
a�
r/ ii.!; o
18 TO 21
GREATER THAN TO 90 DEG
REQUIRED
DESIGN
APPROVAL
YES
YES
MINIMUM SLOPE 0.30% -10
a
24 X 38. OR
36 X 38
DESIGN
APPROVAL
3"
MINIMUM 4" SSD MIN.
TYPICAL SSD LATERAL
TO INDIVIDUAL LOTS ALONG
iNpi
12" MIN
YES
18" MAX.
MINIMUM 8" SUB SURFACE DRAIN
D PIPE DIAMETER
.STREETS 0
(DRAWING NOT TO SCALE)
HAMILTON COUNTY :SURVEYOR `'S OFFICE
REVISED- 1 JAN 2000
NO
APPROVED: 41404 0o.
STANDARD PLAN
SSD -1
KENTO C. WARD, H ILTON COUNTY SURVEYOR DATE
OFFICE OF THE HAMILTON COUNTY SURVEYOR
STRUCTURE SIZING TABLE
SPECIFIED
IC
NON-ASPHALT OR
BUTYL RUBBER
BUTYL
PIPE
SIZE
(INCHES)
STRUCTURES
LESS THAN 48"
FROM T/C TO
INVERT
(INCHES)
STRUCTURES
GREATER THAN
48" FROM T/C
TO INVERT
ANGLE AND
QUALITY OF
PIPES WILL
REQUIRE
SPECIAL DESIGN
STEPS
REQUIRED
CURB
CASTING
•R-3501N
CASTING
•3601 TL
1 TR
G"
12 TO 18
24 X 24
DESIGN
APPROVAL
NO
YES
YES
12 TO 21
30 X 30
DESIGN
APPROVAL
NO
YES
YES
18 TO 21
GREATER THAN TO 90 DEG
MH /BOX
DESIGN
APPROVAL
YES
YES
YES
21 TO 27
24 X 38. OR
36 X 38
DESIGN
APPROVAL
NO
NO
YES
12 TO 24
38 X 38
DESIGN
APPROVAL
NO
YES
YES
24 OR LARGER
DESIGN
APPROVAL
DESIGN
APPROVAL
NO
NO
YES
24 OR LARGER
MH /HOX
DESIGN
APPROVAL
YES
YES
YES
PIPES NO LARGER THAN 18 CAN BE USED IN THE 2' 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: 1 FEB 2002
Z
STANDARD PLAN
D -18
APPROVED
KENTON C. D. HAMILTON OUNTY SURVEYOR E
OFFICE OF THE HAMILTON COUNTY SURVEYOR
CASTING FRAME STANDARD MANHOLE
AND COVER AS
24" THRU 66"
SPECIFIED
IC
NON-ASPHALT OR
BUTYL RUBBER
BUTYL
FOR PIPE
PRECAST
NEEDED (12
SIZES
CONCRETE ADJUSTER RINGS IF
INCHES OF RINGS MAXIMUM).
STANDARD PRECAST MANHOLE CAP OR CONE
SEAL JOINTS BETWEEN
5" MINIMUM
4' DIAMETER
6" MINIMUM
P
MANHOLE
G"
PIPE TURNS
MANHOLE CONFORMS
TO ASTM 478
48" DIAMETER PRECAST
CONCRETE SECTION
4
0
NON
OR ASPHALTIC MASTIC
SEAL BETWEEN JOINTS
N
DIAI
G
.?y
;;i:'
98"
STRUCTURES ARE TO BE
GROUTED FULLY. TROWELED
SMOOTH AND BRUSH FINISHED.
REINFORCED BAR
GREATER THAN 46 90 DEG
i:•;r "?r";i rr:•
J
6 8"
8 48"
E
45
84"
42"
GREATER THAN TO 90 DEG
84
48"
TURNS UP TO 46 DEG
72 "•48"
42
UP TO 46 DEG
80"
33 -36"
STRAIGHT THRU
FULL
Y STEPS
24
GREATER THAN 45 TO 90 DEG
TYPICAL
00"
HEIGHT
AS SPECIFIED
CONCR
MANHOLE
REDUCER CAP
-M A7 IOL CONFORMS TO
HS ALLOWED IL MANHOLE
-0 -RING GASKET. NON
ASPHALTIC MASTIC OR
BUTYL RUBBER SEAL
BETWEEN JOINTS
PREFORMED HOLE TO MAXIMUM
GROUT
NON SHRINK CEMENT GROUT
I ENCH WALLS AT MINIMUM
W R
WALLS TO BE CONS
TO SPRING LINE OF PIPE.
"F"
0
DIA.
1' MIN. OVER
HIGHEST PIPE
AS
+I'
3" MIN.
8 MIN.
3" MIN. 4��� Al
771V /��jj�A
ONE COMPLETE UNIT OF PRECAST CONCRETE
(DRAWING NOT TO SCALE) MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE
HAMILTON COUNTY SURVEYOR'S OFFICE
REVISED: 1 FEB 2002
Z
STANDARD PLAN
D-21
APPROVED: TE
KENTON C. W HAMILTON CO NTY SURVEYOR
OFFICE OF THE HAMILTON COUNTY SURVEYOR
ASTING FRAME AND COVER AS SPECIFIED
NON-ASPHALTIC MASTIC
OR BUTYL RUBBER
SEAL BETWEEN JOINTS.
24" DIAMETER
CHECKED BY:
y
PRECAST
Efl NEEDED (12
::tal
ECCENTRIC
CAP
-4 r CONDITIONS.
I-__i MATCH
E 1
CONCRETE ADJUSTER RINGS IF
INCHES OF RINGS MAXIMUM).
CONE OR REDUCER
AS REQUIRED BY SITE
CONE TOP TO
ADJUSTING RING PROFILE.
FULL HEIGHT MANHOL=
STEPS AS SPECIFIED.
0-RING GASKET NON-
ASPHALTIC MASTIC OR
BUTYL RUBBER SEAL
AT JOINTS.
BENCH WALLS AT MINIMUM
I/=" PER FOOT SLOPE. BENCH
WALLS TO BE CONSTRUCTED
TO SPRING LINE OF PIPE.
e'
..•�f 6" MINIMUM
NOTE:
ti F
•a
U
a
MANHOLE CONFORMS
TO ASTM 478
48" DIAMETER PRECAST
CONCRETE SECTION
PREFORMED HOLE TO MAXIMUM
PIPE 0.D. WITH
G
.?y
;;i:'
F .8"
NON- SHRINK CEMENT GROUT.
NOTE:
STRUCTURES ARE TO BE
GROUTED FULLY. TROWELED
SMOOTH AND BRUSH FINISHED.
REINFORCED BAR
PRECAST
8" OR B" PER SECTION
3" MINIMUM
STANDARD
FOR PIPE
i:•;r "?r";i rr:•
J
*4 0 12" ON CENTER OR
APPROVED ALTERNATIVE
V .,�.,I.,1
1 1
':'.:c,•;
I`!::•:‘,...! t':',:,47,.1!:!!%.".
.i. �,r'
MANHOLE
SIZES 12"
MANHOLE BASE SET
i ON 8" OF 2 STONE
THRU 24"
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
REVISED: 1 FEB 2002
APPROVED ATE
STANDARD PLAN
D -2O
KENTON C. WAR'. AMILTON COUNT SURVEYOR
DATE:
11 /26/03
PROJECT NO.:
1238.9005
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
HAMILTON COUNTY
DETAILS
DRAWING FILES:
N: \1238 \9005 \DWGS \C804.DWG
SHEET NO.:
C SO
E tes...4 I
DATE: 2/18/04
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. (2003)
t
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
z
CD
R'
CD
.J
BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA