HomeMy WebLinkAbout05050054.722" x 4" x 0.25" STEEL
PLATE
18" R.C.P. PIPE
FRONT VIEW
22" x 4" x 0.25" STEEL PLATE
MOUNTED WITH EXPANSION ANCHORS
18" R.C.P. PIPE
I FLOW
CONCRETE END SECTION
ORIFICE DETAIL 14
NOT TO SCALE
,
BUILDING DOWNSPOUT
FACE OF BUILDING
5' -0" MIN.
BOOT CONNECTOR
TO FLEXIBLE PIPE
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NOT TO SCALE
"B" BORROW OR EQUIV. GRANULAR FILL.
SUBSTITUTE COMPACTED #53 STONE
UNDER PAVEMENT
i
II
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Zo
NOTES:
• ALL BEDDING AND INITIAL BACKFILL
SHALL BE INSTALLED IN 6 " -12"
BALANCED LIFTS
#8 CRUSHED STONE OR #8'-
FRACTURED FACE AGGREGATE,
HAND TAMPED OR WALKED INTO
#8 CRUSHED STONEP64 -
FRACTURED FACE
AGGREGATE, BELL HOLE
EXCAVATED
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fy
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CD Q
m
"B" BORROW WHEN TRENCH OPENING ENCROACHES WITHIN
5-0" OF AN EXISTING OR PROPOSED STREET OR SIDEWALK.
APPROVED BACKFILL MATERIAL OUTSIDE OF STREET OR
SIDEWALK BACKFILL LIMITS. APPROVED BACKFILL MATERIAL
MAY BE USED UNDER PROPOSED SIDEWALKS PROVIDED
SIDEWALKS ARE CONSTRUCTED 6 MONTHS AFTER
BACKFILLING OF TRENCH.
1
+1
PIPE SIZE
8845'
18" AND OVER
BEDDING BELOW
THE PIPE BARREL
O.D. / 4
MIN. = 4"
O.D. / 4
MAX. = 8"
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c�mm
PVC & HDPE PIPE
FLEXIBLE PIPE
TRENCH DETAIL
NOT TO SCALE
SIZED AS INDICATED ON
PLANS
#8 CRUSHED STONE OR
APPROVED EQUAL. CLASS I
BEDDING MATERIAL, HAND
TAMPED OR WALK INTO PLACE
#8 CRUSHED STONE OR EQUAL.
CLASS I MATERIAL, HAND TAMPED
OR "WALKED" IN OR CLASS II
MATERIAL TO 95% STANDARD
13 PROCTOR DENSITY
cm
OLL
- w�
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STORM CATCHBASIN 12
3/4"= V-0" cm
MIN. 6" TOPSOIL TO ENSURE
GRASS GROWTH
REGULAR BACKFILL
Bc
MIN. 1.25 Bc + 12"
MIN. WIDTH 1.25 (O.D.) + 12"
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1/2" PREFORMED EXP.
JOINT FILLER w/ SEALANT
SEE STRUCT. DWGS.
R4999 -EX
CONTROL JOINT (TYP.) TYPE 'A' GRATE
6" 1 15" 6"
24" MIN.
Z
BEDDING BELOW
THE PIPE BARREL
O.D. /4
MIN. = 4"
O.D. 14
MAX. = 8'
v
N
(317)837 -7 266 (Fax)
STORM CATCHBASIN 12
3/4"= V-0" cm
MIN. 6" TOPSOIL TO ENSURE
GRASS GROWTH
REGULAR BACKFILL
Bc
MIN. 1.25 Bc + 12"
MIN. WIDTH 1.25 (O.D.) + 12"
Y �C
U)
w
Of
>
N
U
m
1/2" PREFORMED EXP.
JOINT FILLER w/ SEALANT
SEE STRUCT. DWGS.
R4999 -EX
CONTROL JOINT (TYP.) TYPE 'A' GRATE
6" 1 15" 6"
`— SANITARY SEWER
(SIZE AS SHOWN ON PLANS)
SANITARY CLEANOUT s
1/2"= V-0" C�1
VARIES (SEE PLAN SHEETS)
SLOPE v
Er
J #4 AT 12" O.C.
U o� OD 6x6 - W2.OXW2.0 W.W.F.
N N r
FINISH GRADE
III —
I I IF-=-
"B" BORROW WHEN TRENCH OPE=NING
ENCROACHES WITHIN 5' -0" OF AN
�= EXISTING OR PROPOSED STREET OR
-I I SIDEWALK. APPROVED BACKFILL
MATERIAL OUTSIDE OF STREET OR
SIDEWALK BACKFILL LIMITS.
APPROVED BACKFILL MATERIAL MAY
o BE USED UNDER PROPOSED
SIDEWALKS PROVIDED SIDEWALKS
ARE CONSTRUCTED 6 MONTHS AFTER
BACKFILLING OF TRENCH.
- NOTES:
Z > J
• ALL BEDDING AND INITIAL BACKFILL
OJ w SHALL BE INSTALLED IN 6'42"
c,) m m BALANCED LIFTS 1/2" PREFORMED EXP.
PIPE SIZE
8"-15"
18' AND OVER
BEDDING BELOW
THE PIPE BARREL
O.D. /4
MIN. = 4"
O.D. 14
MAX. = 8'
NOTES:
(317)837 -7 266 (Fax)
MATERIAL BELOW PIPE
THESE DRAWINGS ARE GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY IN PURSUANT TO THE
LEGEND
D d() MIN.
1 •ALL BEDDING &INITIAL BACKFILL
ALL OTHER COPYRIGHT AND COMMON LAW RIGHTS
ARE HEREBY SPECIFICALLY RESERVED.
SHALL BE INSTALLED IN 6' TO
Bc = OUTSIDE DIAMETER
2T & SMALLER 3'
12" BALANCED LIFTS.
D = INSIDE DIAMETER
d = DEPTH OF BEDDING
2. A MIN. 9" CLEARANCE SHALL BE
MATERIAL BELOW PIPE
DRAWN BY: jells
PROVIDED ON EACH SIDE OF
Z
DATE: 5117105
THE INSTALLED PIPE.
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PIPE BEDDING
s
NOT TO SCALE
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HEAVY DUTY CLEANOUT
WARDS
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FINISH GRADE
SLOPE
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CONCRETE
12
12
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COLLAR
MIN.
MIN.
U
in
NOTE:
2" CLEAR
SLOPE BOTTOM
OF TRENCH
(MIN.)
U)
SAME SIZE
QAS
MAIN LINE
TRENCH DRAIN
4
>
NOT TO SCALE
C501
`— SANITARY SEWER
(SIZE AS SHOWN ON PLANS)
SANITARY CLEANOUT s
1/2"= V-0" C�1
VARIES (SEE PLAN SHEETS)
SLOPE v
Er
J #4 AT 12" O.C.
U o� OD 6x6 - W2.OXW2.0 W.W.F.
N N r
FINISH GRADE
III —
I I IF-=-
"B" BORROW WHEN TRENCH OPE=NING
ENCROACHES WITHIN 5' -0" OF AN
�= EXISTING OR PROPOSED STREET OR
-I I SIDEWALK. APPROVED BACKFILL
MATERIAL OUTSIDE OF STREET OR
SIDEWALK BACKFILL LIMITS.
APPROVED BACKFILL MATERIAL MAY
o BE USED UNDER PROPOSED
SIDEWALKS PROVIDED SIDEWALKS
ARE CONSTRUCTED 6 MONTHS AFTER
BACKFILLING OF TRENCH.
- NOTES:
Z > J
• ALL BEDDING AND INITIAL BACKFILL
OJ w SHALL BE INSTALLED IN 6'42"
c,) m m BALANCED LIFTS 1/2" PREFORMED EXP.
PIPE SIZE
8"-15"
18' AND OVER
BEDDING BELOW
THE PIPE BARREL
O.D. /4
MIN. = 4"
O.D. 14
MAX. = 8'
R.C.P. PIPE TRENCH DETAIL
NOT TO SCALE
MIN. 6" TOPSOIL TO ENSURE
GRASS GROWTH WHERE
APPLICABLE
MIN. 1.25 Bc+12"
• Bc INDICATES OUTSIDE DIAMETER. JOINT FILLER w/ SEALANT
• A MIN. 9" CLEARANCE SHALL BE SEE STRUCT. DWGS.
PROVIDED ON EACH SIDE OF
THE INSTALLED PIPE.
10
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Bc
3996 Clarke Creek Road
SWe #100
DEPTH OF BEDDING
NOTES:
(317)837 -7 266 (Fax)
MATERIAL BELOW PIPE
THESE DRAWINGS ARE GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY IN PURSUANT TO THE
LEGEND
D d() MIN.
1 •ALL BEDDING &INITIAL BACKFILL
ALL OTHER COPYRIGHT AND COMMON LAW RIGHTS
ARE HEREBY SPECIFICALLY RESERVED.
SHALL BE INSTALLED IN 6' TO
Bc = OUTSIDE DIAMETER
2T & SMALLER 3'
12" BALANCED LIFTS.
D = INSIDE DIAMETER
d = DEPTH OF BEDDING
2. A MIN. 9" CLEARANCE SHALL BE
MATERIAL BELOW PIPE
DRAWN BY: jells
PROVIDED ON EACH SIDE OF
Z
DATE: 5117105
THE INSTALLED PIPE.
W
PIPE BEDDING
s
NOT TO SCALE
0
rCJ01
I III- "' — "'' 4" COMPACTED GRANULAR I g'
III =1 I MATERIAL
12"
6., COMPACTED SUBGRADE
CONCRETE STOOP r7
1" =1' -0"
VARIES (SEE PLAN SHEETS)
V
J
6 "x6" - W 2.9 x W 2.9 W.W.F.
- U
iv FINISH GRADE
" � N
'.
;III, III = III = III -III =1 i 11= III = III =111 .
-I11= III =1I I =1I I_ I I
I1 =I I 1 =1 11= 6" COMPACTED No. 53 STONE 6"
COMPACTED SUBGRADE 12"
CONCRETE APRON r6
1"= V-0"
7#4 AT 12" O.C. EACH WAY , -(2) #4 CONT. �INISH GRADE
1" =1' -0" C501
-6" DIA HOT DIPPED GALV.
O PIPE, PAINTED. FILL w/ CONC.
U
CV
r-TOP OF PAVEMENT
1/2" SEALANT
7 7 .d
°
1/2" EXP. JNT. FILLER
EXPANSION JOINT
1/8" SAWED OR TOOLED
CONTROL JOINT
n d v
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Q .41 °
ad °
e
d ,
LONGITUDINAL JOINT
NOTE:
CONSTRUCT EXPANSION JOINTS AT 40' MAX. AND CONTROL
JOINTS AT & MAX. UNLESS OTHERWISE NOTED.
CONCRETE JOINT DETAILS r2
cm
110 LBS /SYD. BITUMINOUS SURFACE #11B
440 LBS / SYD. BITUMINOUS BINDER #8
10" COMPACTED AGGREGATE #53
\—COMPACTED SUBGRADE
HEAVY DUTY ASPHALT
1 112"= 1�-O" Crm
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LIP,
.
qv
3996 Clarke Creek Road
SWe #100
Plamfis /ndana 46168
(317) 837 -2767
(317)837 -7 266 (Fax)
THESE DRAWINGS ARE GIVEN IN CONFIDENCE
AND SHALL BE USED ONLY IN PURSUANT TO THE
AGREEMENT WITH
WEA/CH ENGINEMNC P.C.
NO OTHER USE OR DUPLICATION MAY BE MADE
WITHOUT THE PRIOR WRITTEN CONSENT OF
MOENCH ENGWVE MIA /C P.C.
ALL OTHER COPYRIGHT AND COMMON LAW RIGHTS
ARE HEREBY SPECIFICALLY RESERVED.
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DRAWN BY: jells
CHECKED BY: BEM
Z
DATE: 5117105
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WARDS
PE9506048
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REVISIONS:
0
ISSUED FOR PERMIT
0511&W
DRAWN BY: jells
CHECKED BY: BEM
PROJECT NUMBER: 05024
DATE: 5117105
SHEET NUMBER:
C501
ISSUE SET:
PERMIT ISSUE