HomeMy WebLinkAboutC803 Site DetailsDIMENSIONS
DIA
MN
A
CD
E
K
R1
R2
WEIGHT
12"
2"
5"
4' -3"
6' -2"
2' -0"
1.3'
10 1/8"
9"
800
15"
2 1/4"
7"
4.
6' 3"
2' 6"
1 5'
12 1/2"
11"
1100
18"
2 1/2"
11"
4
6
3 0"
1
is 1/2"
12"
1300
21"
2 3 4
11"
3' 6"
6' -3"
3' -6"
2.1'
16 1/8"
13"
1500
24"
3"
1' -0"
2' -8"
6' -3"
4' -0"
2.3'
16 3/16"
14"
1800
27"
3 1/4"
1' 1"
2' -5"
6' -3"
4' -6"
2.6'
18 9/16"
14 1/2"
2100
30"
3 1 2
2 "1'
-10'
6' -3"
5' -0"
2.9'
18 1/2"
15"
2400
33"
3 3 4 1
3 3'_6"
8' -3"
5' -6"
3.1'
23 3/4"
.17 1/2"
410Q
'4.200'
36"
4"
1' -5"
3' -1"
8' 3"
6' 0"
3.4'
24 5/16"
-.2Q
1/4"
30 1/8" DIA.
V
GASKET DETAIL
r
2 23/32"
23 3/4"
21 5/8"
lAPIAIiA' a �y� ".mil.
NEENAH R- 3286 -8V CURB INLET FRAME, GRATE AND CURB BOX HEAVY DUTY
CURB TYPE CASTING
PLACE 1/2" DIAMETER
EXTRUDABLE PREFORMED
GASKET MATERIAL IN
KEYWAY SEE DETAIL
PLAN VIEW
30 1/2" DIA.
1"
5/8
SECTION "A "A"
PST CONCRETE
ADJUSTING RING OR
FLANGE OF CASTING
NOMINAL 1/2" BUTYL RUBBER
BASE EXTRUDABLE PREFORMED
GASKET MATERIAL (TYP.)
SEE SPECS.
ADJUSTING RING DETAIL
OUTLET PIPE
(FOR DIMENSIONS
SEE UTILITY PLAN)
19 11/16"
33 15/32"
RISER RING THICKNESS
4 -12"
1 OUTSIDE DIA. 34" OR 36"
1/4"
CURB BOX ADJUSTABLE
5 1/4" TO 8 3/4"
PLACE 1/2" DIA. EXTRUDABLE
PREFORMED GASKET MATERIAL
IN EACH KEYWAY SEE DETAIL
fit u;
o
,O
PLAN VIEW
24" I.D.
27 3/4" 34" 0.D.
SECTION "A "A"
PRECA NCRETE
ADJUSTING RING OR
FLANGE OF CASTING
NORMAL 1/2" BUTYL RUBBER
BASE EXTRUDABLE PREFORMED
GASKET MATERIAL (TYP.)
SEE SPECS.
GASKET DETAIL
DETENTION BASIN OUTLET STR
60
N
UCTURE
33 15/32"
0
2.0 "0
S:\ Projects10335 \dwg10335c801.dwg, 01/29/2004 03:20:28 PM, Field 1
If
GROOVED END ON OUTLET END SECTION
TONGUE END ON INLET END SECTION
D
6 "-1 H-
A
SECTION C —C
CONCRETE END SECTION
NEENAH R -6672 W/ FRAME STYLE W
(PROVIDE RECESSED LIP FOR MOUNTING
GRATE CEMENT GROUT INTO PLACE.
SEE ULITIY PLAN FOR STRUCTURE SIZE).
0
ELEV. 845.25'
ELEV. 841.50'
E 2T
SECTION A— A
CONCRETE TOE ANCHOR
DIA.
SECTION B —B
3/4" HOOK
BOLTS
1 1/2" R
3' FROM
BUILDING
(TYP.)
CONTINUOUS COPPER
TYPE "K" FROM CORP.
STOP TO ANGLE VALVE
AT INLET TO METER
CORP. STOP
DIRECT TAP
METER 8c BOX SETTING
A MIN. 4' DIA. PIPE CLEANOUT
SHALL BE INSTALLED WITHIN THREE
(3) FEET OF OUTSIDE BUILDING WAL
A PLUG SPECIFIED BY THE PIPE
MANUFACTURER SHALL BE USED TO
ENSURE 100% WATERTIGHTNESS.
1/8 BEND—
BELL HOLES SHALL BE
PROVIDED UNDER PIPE
POLYSTYRENE
METER BOX
SEWER
WATER
PLAN VIEW
MIN. FALL
1/4" PER FOOT
ELEVATION
CLEANOUT TYPE 1
18" MINIMUM
CROSSING
TRUNK LINE
LATERAL MIN.
SIZE 6"
1/8 BEND
4' -0"
6" BUILDING DRAIN
BUILDING LATERAL
MIN. SIZE 4"
COMPACTION OF GRANULAR
BACKFILL IS CRITICAL UNDER
WYE AND BEND. IF PROPER
COMPACTION CANNOT BE
ACHIEVED, PLACE A MIN. OF 6"
OF CLASS B CONCRETE AROUND
1/8 BEND.
1" C.I. LOCATOR
ROD OR MAGNETIC
TAPE INSTALLED
PER SEC. 7.02 —C
F RIGHT —OF —WAY LINE
SERVICE CONNECTION FOR SHALLOW SEWERS
(LESS THAN 15' DEEP)
1/8" BEND
LID
'-6"
OUTSIDE CLEANOUT PLUG
GRADE ADAPTER
PVC PIPE
METER
NOTE: METER, METER BOX
LID TO BE SUPPLIED
INSTALLED BY TOWN
45' (6" X 6
6" SEWER LATERAL
NOTE:
IF LESS THAN 18" VERTICAL SEPARATION BETWEEN TOP OF SEWER LINE
AND BOTTOM OF WATER LINE, THE SEWER PIPE SHALL BE WATER MAIN
GRADE PIPE FOR A MINIMUM OF 10' IN EACH DIRECTION, WITH JOINTS AS
FAR AS FROM WATER LINE AS POSSIBLE.
WATER cSc SEWER INTERSECTION DETAIL
8" WATER
MAIN
CONCRETE
THRUST
BLOCK
L
DUAL CHECK VALVE
ANGLE CHECK
6" TO 12" OF "P" GRAVEL
IN BOTTOM OF METER BOX
TYPE "K" COPPER
SERVICE LINE
(SIZE PER MECH. PLANS)
CLEANOUT FOR HARD SURFACE INSTALLATIONS
PARALLEL
6" PVC PIPE
SET TOP FLUSH WITH
GROUND OR PAVEMENT
CONCRETE
COLLAR
ADJUSTABLE TYPE
VALVE BOX AS
MFD. BY TYLER
6" MAIN
4'— 0"
MUELLER "H"
SERIES VALVE
M.J. TEE
CLEANOUT TYPE IE
INSTALL 20 LFT
UNDERDRAIN
INLET TYPE "L"
BUILDING DRAIN
'J
MIN.
4 1/2" STEAMER
CONNECTION
EAST JORDON IRONWORKS
MODEL 1570 CASTING
SECTION
1..1i
FINISHED GRADE
rrr.
0
y
STANDARD FIRE HYDRANT 8c FLUSH HYDRANT
NOTE: 1/8 BEND TO BE
INSTALLED AT THIS POINT
WHEN 90 DEFLECTION
TO LATERAL IS REQUIRED
5' MAX.
PLAN
M.J. BASE
2' —O"
MUELLER HYDRANT
NO. A-421
2 2 1/2" NOZZLES
INSTALL 20 LFT
UNDERDRAIN
2' -0"
3 -0"
6
X
30" X 30" X 6" CONC. APRON
W/ 4 X 4 X 6 WELDED WIRE FABRIC
OUTSIDE GRADE CLEANOUT
PLUG ADAPTER
BACKFILL
(NOT TO SCALE)
6" PVC PIPE
1/4 BEND
PIPE (SEWER LATERAL)
6 CU. FT. OF WASHED
GRAVEL OR CRUSHED STONE
PRE —CAST CONC. SLAB OR
STONE WEDGED BETWEEN
HYDRANT AND FIRM FACE
OF TRENCH
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE II ��K�T IR
IN THE PUBLIC R/W f
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY.
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
IN THE PUBLIC R/W
NOTES:
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY.
CURB, GUTTER OR
SIMILAR STRUCTURE
IN THE PUBLIC R/W
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
IN THE PUBLIC R/W
NOTES:
NOTES:
/A
5' OR LESS
GREATER
h THAN 5'
#8 CRUSHED STONE OR
APPROVED EQUIV.
CLASS I BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE.
1
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY.
#8 CRUSHED STONE OR
APPROVED EQUIV.
CLASS I BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE.
NOTES:
Y /,17A'/!Y/Jv/4v /l, /lY/�Y/J'
I I I I I
l l
/j
5' OR LESS
2
II,
,;111;
MIN. 1.25 Bc +12"
REGULAR BACKFILL
I I -1 I f
11 =1�` iii I ii
Bc
1. ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED
IN 6" TO 12" BALANCED LIFTS.
2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON
EACH SIDE OF THE INSTALLED PIPE.
REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL
GREATER THAN 5' FROM EDGE OF PAVEMENT
Y I,/Jv/1,Y4vI4/4
1. ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED
IN 6" TO 12" BALANCED LIFTS.
2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON
EACH SIDE OF THE INSTALLED PIPE.
REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL
WITHIN 5' OF EDGE OF PAVEMENT
1. ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED
IN 6" TO 12" BALANCED LIFTS.
2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
PLASTIC PIPE (PVC HDPE) TRENCH DETAIL
GREATER THAN 5' FROM EDGE OF PAVEMENT
MIN. 1.25 Bc +12"
I i -1
REGULAR BACKFILL (1
Bc
MIN. 1.25 Bc +12"
Bc
MIN. 6" TOPSOIL
TO ENSURE
GRASS GROWTH
MIN. 6" TOPSOIL
TO ENSURE
GRASS GROWTH
MIN. 6" TOPSOIL
TO ENSURE
GRASS GROWTH
MIN. 6" TOPSOIL
TO ENSURE
GRASS GROWTH
i
1 /6t Ec
d
MIN.
12"
4'
MIN.
12"
1
LEGEND
LEGEND
EDGE OF PAVEMENT,
LEGEND
LEGEND
1. ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED
IN 6" TO 12" BALANCED LIFTS.
2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
DEPTH OF BEDDING
MATERIAL BELOW PIPE
D
27" SMALLER
30" TO 60"
66" LARGER
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
DEPTH OF BEDDING
MATERIAL BELOW PIPE
D
27" SMALLER
30" TO 60"
66" LARGER
(d)MIN.
3"
4"
6"
(d)MIN.
3"
4"
6"
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
PLASTIC PIPE (PVC HDPE) TRENCH DETAIL
WITHIN 5' OF EDGE OF PAVEMENT
PRINTED
.„ANI 2004
INSIGHT ENGINEER
NO.
CLIENT
GTJILFO
PLAZA,
CONFIDENTIALITY STATEMENT
The recipient of these materials understands that
copyright in the materials is owned by ID, and also,
that the materials contain priviledged and confidential
business information of IEl. Accordingly, the recipient
agrees to retain these materials in strict confidence
and agrees not to disclose these materials to any
other party and further agrees not to make copies of
the materials. The recipient agrees to use the
materials only for the limited purpose for which ID
has made the materials available, and recipient agrees
to return all materials to ID either upon completion of
the intended purpose or upon the request of IEI,
whichever comes first.
SITE ADDRESS•
NG
SCALE. none
DESIGNED BY. D G P
CN£CK£D B)' DGP
DRAMNG T/IZE:
SHEET NO:
DATE
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FILE NAME 0335c801.dwg
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REI11S/ON DESCRIPTION
SITE
DETAILS
L4 01/30/04
L14AIYN BY M EC
RELD %7K, N/A
C803
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LC
811 WEST NAIL STREET
MAIN STREET GUILFORD ROAD
CARMEL, INDIANA