HomeMy WebLinkAbout35 C803 Site DetailsDIMENSIONS
7
T
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A
CD
Heel
E
K
R1
R2
APPROX
WEIGHT
z^
4'-3^
a'—z^
2'—o^
1.3'
m ,*r
o^
800
15"
2 4"
7"
*—o
6'-3r
2'-6^
1.5'
,z
11
1100
18"
2 1/2"
11
4'-1"
S—n
o'—z
a
COUNTY SURVEYOR, AND SCS
1.8'
15 1/2"
`o
12"
13
1300
1500
21^
2 3 4
11
24"
z
1
n'—�
6EkISIONDES%RIP30N
`u
l4^
1800
27
J`*'1'-1
6'-3"
4'-6"
2,6'
18 9/16"
14 `»r
2100
30"
3`/�1'—z
0R40N6�
HwR
CHECKED BY:
DGP
5'
2.9'
`u 1/2"
15"
2400
33^
3 ��1'—J
C8O3
g'-3"
5'-6" 5'—o^
23 3/4"
17 `/r
*100
36"
4"
1'— o �—r
8'-3"
6.'-0'
3.4'
24 5/16"
20"
4200
23"
YARD TYPE CASTING
l8
OUTLET PIPE
(FOR DIMENSIONS
SEE UTILITY PLAN)
36" INSIDE DIM. DETENTION POND OUTLET STRUCTURE
||���|��L_ L�||�|. L�L- L-|� r L_L- ��|�L_
30 1/8" DIA.
SECTION "A"—"A"
NOMINAL 1/2" BUTYL RUBBER
BASE EXTRUDABLE PREFORMED
GASKET MATERIAL (rYR)
SEE SPECS.
GASKET DETAIL
ADJUSTING RING DETAIL
NEENAH R-4342 OR APPROVED EQUAL—LIGHT DUTY
PLACE 1/2" DIAMETER
EXTRUDABLE PREFORMED
GASKET MATERIAL IN
KEYWAY SEE DETAIL
PLAN VIEW
zo 1/2 oIA.
5 /8"
RISER RING THICKNESS
*^-1u
PRECAST CONCRETE
ADJUSTING RING OR
FLANGE OF CASTING
KOR—N—SEAL OR
EQUAL EXPANDING
BAND
BOOT
PIPE
EXTERNAL BAND
6" MIN. #2 STONE
PLACE 1/2" DIA. EXTRUDABLE
PREFORMED GASKET MATERIAL
IN EACH KEYWAY SEE DETAIL
PLAN VIEW
24" /.o.--
27 3/4"
34" O.D.
SECTION "A"—"A"
PRECAST CONCRETE
ADJUSTING RING OR
FLANGE OF CASTING
GASKET DETAIL
7<6
NORMAL 1 /2 BUTYL RUBBER
BASE EXTRUDABLE PREFORMED
GASKET MATERIAL (TYP.)
SEE SPECS.
MANHOLE BOTTOM
RESILIENT PACKING
TO AVOID SHEAR
EFFECT
PIPE CONNECTION TO MANHOLE
[-}r- L_ ����|�|�L_��
23"
20"
NEENAH R-6672 W/ FRAME STYLE W
(PROVIDE RECESSED LIP FOR MOUNTING
GRATE 8c CEMENT GROUT INTO PLACE.
SEE ULITIY PLAN FOR STRUCTURE S|ZE).
ELEV. 867.50
ELEV. 872.00
Y ELEV. 881.20
24 1/4"
22 3/4"
21"
NEENAH R-1772
FULL HIEGHT
MANHOLE STEPS
AS SPECIFIED
0—RING GASKET
ASPHALTIC MASTIC
OR BUTYL RUBBER
SEAL AT JOINT
ASTM C-478 PRECAST
CONC. BASE
ro
CONC. F|LLET—SLOPE
MIN 1/2 PER FOOT
TOWARDS PIPE FOR
DRAINAGE
INLET o�
[�7- TYPE
SOLID LID TYPE CASTING
1 1/4"
2 1/2"
23 3/4"
21 5/8"
c
26 1/8"
38"
NEENAH R-35O1—TR AND TL
c
FA 1 rie4f "Al retell
ROLL CURB 7-Y[3[- CASTING
—GRO0vED END ON OUTLET END SECTION
TONGUE END ON INLET END SECTION
CONCRETE END SECTION
A
SECTION C—C
MIN
NOTES: SEE STR. DATA FOR CASTING TYPE
INVERTS, PIPE SIZES SET BASE ON #11
STONE-4" ON EARTH 6" IF ON ROCK
INSTALL 20 LET
UNOERDRA|N
l
TR=FLOW RIGHT (SHOWN) TL= FLOW LEFT
OL
ASTM C— 478 PRECAST CONC. CAP
MIN 4" SUBSURFACE DRAIN
AS REQ'D
,x
INLET TYPE
ASTM C-478 PRECAST
CONCRETE SECTION
PREFROMED HOLE TO
MAX. OF PIPE. O.D+G
W/NON—SARINK
CEMENT GROUT.
PIPE
#4 RE—BAR 12" O.C. EACH WAY
(STEEL MESH AREA 0.12 SO/1N/SOFT
OR APPROVED EQUAL)
3'
6"
29 3/4"
12" DC (MAX.)
s oT
SECTION A—A
CONCRETE TOE ANCHOR
—1 1/2" R
SECTION B—B
INSTALL 20 LET
UNDERDRAIN
3/4" HOOK
BOLTS
TC ELEVATION
Nm
tim
op CP
UOW
Heel
3.
7/23/0*
PER CITY OF CARMEL, HAMIL TON
COUNTY SURVEYOR, AND SCS
1.
6/30/04
Rem/wwdsuonu. encasement
2.
6/30/04
IfiomttmScl it'lgKiegxNc1701V
1.
6/30/04
OTE mcmomnmUw
NO.
&4/E
6EkISIONDES%RIP30N
oti//////
C.-t o....V&O
PLATINUM
LLC
9551 DELEGATES ROW
INDIANA 46250
PHONE: 31 7-8l8-2g00
FAX: 317-818-2810
PROPERTIES,
INDIANAPOLIS,
understands that
owned by |E|, and o|ao,
priviledged and confidential
Accordingly, the recipient
in strict confidence
these materials to any
not to make copies of
agrees to use the
purpose for which |o
and recipient agrees
either upon completion of
the request of
The recipient of these materials
copyright in the materials is
that the materials contain
business information of |EL
agrees to retain these materials
and agrees not to disclose
other party and further agrees
the materials. The recipient
materials only for the limited
has made the materials ov000uo,
to return all materials to |o
the intended purpose or upon
whichever comes first.
SPE AD0RE5'S:
SUBDIVISION
WEST ROAD
TND{OTA
BELLEOOD
131st STREET
CARMEL,
SCALE
N.T.S.
DATE
7/23/04
DESIGNED BY:
DGP
0R40N6�
HwR
CHECKED BY:
DGP
/ED BOOK
03 03
/7LE MWE 0327C801 .dwg
DRAWING PTLE
SITE
DETAILS
SHEET NO:
C8O3
23"
YARD TYPE CASTING
l8
OUTLET PIPE
(FOR DIMENSIONS
SEE UTILITY PLAN)
36" INSIDE DIM. DETENTION POND OUTLET STRUCTURE
||���|��L_ L�||�|. L�L- L-|� r L_L- ��|�L_
30 1/8" DIA.
SECTION "A"—"A"
NOMINAL 1/2" BUTYL RUBBER
BASE EXTRUDABLE PREFORMED
GASKET MATERIAL (rYR)
SEE SPECS.
GASKET DETAIL
ADJUSTING RING DETAIL
NEENAH R-4342 OR APPROVED EQUAL—LIGHT DUTY
PLACE 1/2" DIAMETER
EXTRUDABLE PREFORMED
GASKET MATERIAL IN
KEYWAY SEE DETAIL
PLAN VIEW
zo 1/2 oIA.
5 /8"
RISER RING THICKNESS
*^-1u
PRECAST CONCRETE
ADJUSTING RING OR
FLANGE OF CASTING
KOR—N—SEAL OR
EQUAL EXPANDING
BAND
BOOT
PIPE
EXTERNAL BAND
6" MIN. #2 STONE
PLACE 1/2" DIA. EXTRUDABLE
PREFORMED GASKET MATERIAL
IN EACH KEYWAY SEE DETAIL
PLAN VIEW
24" /.o.--
27 3/4"
34" O.D.
SECTION "A"—"A"
PRECAST CONCRETE
ADJUSTING RING OR
FLANGE OF CASTING
GASKET DETAIL
7<6
NORMAL 1 /2 BUTYL RUBBER
BASE EXTRUDABLE PREFORMED
GASKET MATERIAL (TYP.)
SEE SPECS.
MANHOLE BOTTOM
RESILIENT PACKING
TO AVOID SHEAR
EFFECT
PIPE CONNECTION TO MANHOLE
[-}r- L_ ����|�|�L_��
23"
20"
NEENAH R-6672 W/ FRAME STYLE W
(PROVIDE RECESSED LIP FOR MOUNTING
GRATE 8c CEMENT GROUT INTO PLACE.
SEE ULITIY PLAN FOR STRUCTURE S|ZE).
ELEV. 867.50
ELEV. 872.00
Y ELEV. 881.20
24 1/4"
22 3/4"
21"
NEENAH R-1772
FULL HIEGHT
MANHOLE STEPS
AS SPECIFIED
0—RING GASKET
ASPHALTIC MASTIC
OR BUTYL RUBBER
SEAL AT JOINT
ASTM C-478 PRECAST
CONC. BASE
ro
CONC. F|LLET—SLOPE
MIN 1/2 PER FOOT
TOWARDS PIPE FOR
DRAINAGE
INLET o�
[�7- TYPE
SOLID LID TYPE CASTING
1 1/4"
2 1/2"
23 3/4"
21 5/8"
c
26 1/8"
38"
NEENAH R-35O1—TR AND TL
c
FA 1 rie4f "Al retell
ROLL CURB 7-Y[3[- CASTING
—GRO0vED END ON OUTLET END SECTION
TONGUE END ON INLET END SECTION
CONCRETE END SECTION
A
SECTION C—C
MIN
NOTES: SEE STR. DATA FOR CASTING TYPE
INVERTS, PIPE SIZES SET BASE ON #11
STONE-4" ON EARTH 6" IF ON ROCK
INSTALL 20 LET
UNOERDRA|N
l
TR=FLOW RIGHT (SHOWN) TL= FLOW LEFT
OL
ASTM C— 478 PRECAST CONC. CAP
MIN 4" SUBSURFACE DRAIN
AS REQ'D
,x
INLET TYPE
ASTM C-478 PRECAST
CONCRETE SECTION
PREFROMED HOLE TO
MAX. OF PIPE. O.D+G
W/NON—SARINK
CEMENT GROUT.
PIPE
#4 RE—BAR 12" O.C. EACH WAY
(STEEL MESH AREA 0.12 SO/1N/SOFT
OR APPROVED EQUAL)
3'
6"
29 3/4"
12" DC (MAX.)
s oT
SECTION A—A
CONCRETE TOE ANCHOR
—1 1/2" R
SECTION B—B
INSTALL 20 LET
UNDERDRAIN
3/4" HOOK
BOLTS
TC ELEVATION
Nm
tim
op CP
UOW