HomeMy WebLinkAbout036-01 C-603 Site DetailsSTORM SEWER NETWORK DATA TABLE
T (MIN)
A=
C=
D=
E=
S UC RE
TYP
CA ING
APPROX.
WEIGHT
STRUC R
E
CA TING
Number)
(Detail)
(Neenah)
1.3
(Number)
(Detail)
(Neenah)
10
A
R-3457-02
4'-0"
27
A
R-3457-C2
11
SM
R-1772-C
2 1/2"
28
SM
R-9999-A
12
B
R-3246
12"
29
B
R-3246
13
B
R-3246
2.1
30
B
R-3246
14
B
R-3246
6'-3"
31
ES
15
B
R-3246
3 1/4"
32
B
R-3246
16
B
R-3246
14 1/2"
15"
33
ES
1'-2"
17
B
R-3246
2.9
34
ES
1'-3"
18
A
R-3457-C2
3.1
35
ES
4111
19
4"
3
36
ES
20
B
R-3246
42"
37
ES
SEE MANUFACTURER'S SPECIFICATIONS
21
eS -e--
38
ES
S
22
A
R-3457-C2
39
ES
23
A
R-3457-02
40
SM
R-1772-C
24
B
R-3246
41
SM
R-1772-C
25
B
R-3246
42
SM
R-1772-C
26
A
R-3457-C2
43
ES
DIA.
T (MIN)
A=
C=
D=
E=
K=
R 1
R 2
APPROX.
WEIGHT
12"
2"
5"
4'-3"
6
2'-0"
1.3
10 1/8"
9"
:111M111111 I
NI MI
EMI
1 0'
15"
2 1 /4"
7"
4'-0"
6
2'-6"
1.5
12 1/2"
1 1"
18"
2 1/2"
11"
4'-1"
6'-2"
3'-0"
1.8
15 1/2"
12"
21"
2 ve
11"
3
6
3'-6"
2.1
16 1/8"
13"
24"
3"
1'-0"
2'-8"
6'-3"
4'-0"
2.3
16 3/16"
14"
1:0i
MIMII
2400
27"
3 1/4"
1'-1"
2'-5"
6*-3"
4'
2.6
18 3/16"
18 1/2"
14 1/2"
15"
30"
3 1/2"
1'-2"
1
6'-3"
5'-0"
2.9
33"
3 3/4"
1'-3"
3'-6"
8'-3"
5'-6"
3.1
23 3/4"
17 1/2"
4111
36"
4"
1'-5'
3
8'-3"
6'-O"
3.4
24 3/16"
20"
4 II
42"
SEE MANUFACTURER'S SPECIFICATIONS
48"
SEE MANUFACTURER'S SPECIFICATIONS
TOLERENCE 1"
30" C.M.P.
Vertical Riser
15- 4"95 Holes El. 813.11
13- 4 Holes El. 812.11
10- 4 Holes El. 811.11
7- 4 Holes El. 810.11
Inv. El. 809.11
FOR ELEVATION SEE
SAN. PROFILE
-3O'
VIEW
cr
Open Top
1
7 T.C. El. 813.86
Existing
Grade
Existing
24" R.C.P. 0.01% Slope
Closed Bottom
TEMPORARY RISER DETAIL
(NO SCALE)
2.5'
INSIDE DROP DETAIL
NOTES:
1.) Remove Existing Concrete end Sections
2.) Anchor Riser to Existing 24" R.C.P.
3.) Place Rip-Rap around bottom of riser up
to the bottom holes.
4.) Check periodically for debris, Blockage
and Structure integrity.
5.) Remove Riser when project is completed.
I
I 1 I i 1 I 1
Weld sor Bolted to Riser
nchor Bracket (§10" 0/c
JBolted to Existing Pipe
l;-
EXIST. FRAME AND COVER
,,-PROP. SANITARY SEWER PIPE
FOR ELEVATION SEE
SAN. PROFILE
CORE DRILL MANHOLE
EPDXY TO SEAL CONNECTION
FASTEN PVC DROP
PIPE TO MANHOLE
WALL w/ CORROSION
RESISTANT BRACKETS
1' O.C.
12" C TO C
MAX. SPACING
CLASS "A" CONO.
E+2T
SECTION A-A
CONC. PIPE TOE ANCHOR
9"
..7
4:1
FILL
PIPE
CULVERT
PAINTED WHITE
'STOP" STOP BAI
6"
PLAN VIEW
1824.33
I
/1824.00
CONCRETE
END SECTION
-2
NOTE: METAL PIPE END SECTIONS
MAY BE USED WITH CONCRETE CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED
PIPE PROVIDING THE METHOD CONCRETE PIPE, A.S.T.M. DESIGNATION C-76 CLASS II AS SET OUT IN STANDARD SPECIFICATIONS)
OF CONNECTION IS APPROVED
BE THE ENGINEER PRIOR TO
INSTALLATION OF PIPE.
4 44
HOOK
BOLTS
SIGNS MOUNTED
ON COLUMN
GROOVED ON OUTLET
END TONGUE END ON
INLET END
SECTION Y-Y
COMPUTED LENGTH 1 12-
OF CULVERT RIP-RAP TO BE PLACED PAY LENGTH I END SECTION ON SIDE SLOPE WHEN I CALLED FOR ON PLANS
OF CULVERT LENGTH (D)
SLOPE DETAIL
4
L
I.4VESI.
I. 1213'
a
6 y p PT f movEp
GROOVE (OR TONGUE) TO
BE THE SAME AS ON STANDARD R., 11
REINFORCED CONCRETE PIPE
A
ASTM DESIGNATION C-76
CLASS "A" CONCRETE
LONGITUDINAL SECTION
..fr
A
HEAVY DUTY
CONCRE1E
4
.r., cU$TOAER
4
A,
NO
4 0 SIGNS MOUNTED PINKING
23.
ON 'COLUMN= WAVING
10 PVC.
PAWED Yk411E
ARROWS
24" CONCRETE
CURB GUTTER
D
REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE,
A.S.T.M. DESIGNATION C-76 CLASS I! FOR THE SIZE OF CONNECTING PIPE.
REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER
OF STEEL IN THE ''C" PORTION.
THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES
ARE FLUSHED. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR.
IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING
TRANSITION APPROXIMATELY 10'-0" IN LENGTH.
VARIATIONS IN DIMENSIONS THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE
INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE
SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C-
76.
WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A "PIPE END SECTION" COMPARABLE
TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER.
EXCEPT IN AREAS OF ACID OR MINE WATER THEN THE USE OF METAL END SECTION IS PROHIBITED.
END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR "PIPE END SECTION" COMPLETE
IN PLACE AND ACCEPTED.
CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. THE COST
THEREOF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR "PIPE END SECTION."
PRECAST CONCRETE END SECT/ON DETAIL
(NO SCALE)
SEE ARCHITECTURAL PLANS FOR
EXACT BUILDING CANOY DIMENSIONS
'TAINTED YELLOW
rARROWS
-4.
CO
PAINTED DASHED
WHITE LINE
823.40
z 4
FILL ISLANDS WITH 4"
CONCRETE W/6x6 10/10
W.W.F.
Planting r Planting
Area I Area
SCALE 1"
I '.1
4
4
ENLARGED CUSTOMER LOADING CANOPY
20'
PAINTED YELLOW
"LOADING ZONE"
PAINTED YELLOW
_"LOADING ONLY"
PAINTED DASHED
YELLOW LINE
Filter
fabric
SM STORM SEWER MANHOLE
ES CONCRETE END SECTION
Gravel Donut Protection
Compacted dike to prevent
by-pass flow (6 in. higher
than inlet protectionj
5S
9 in. (min.)
FORWARD VIEW
Temporary Sediment
3:1
I Fine Gravel 2:1
1-2 ft. Face
1 ft. (min.
3-in. stone
TEMPORARY INLET PROTECTION
(Not to Scale)
815.0 Top of Bank
WEST-EAST POND SECT/ON
(NO SCALE)
Filter fabric
Revetment
riprap
ROCK CHECK DAM
(Not to Scale)
Slope
Slope
PLAN VIEW
340'
1 ft.
CROSS-SECTIONAL VIEW
810.8 Toe of Slope
810.3
CROSS-SECTIONAL VIEW
Slope
812.8 Max. Pool Elevation
v Prop. Pond Side
c 805,0 Approx, Bttm.
2:1
300' Bottom Width (W-E)
400' Bottom Width (S-N)
24 in. (max.)
at center
DATE
L
47,
4 j
REVISIONS
PRE-BID SET
N./ ISSUE DATE
A POST BID SET
4 ISSUE DATE
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DESCRIPTION
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