city of ardmore circle drive drainage …ardmorepublic.lib.ok.us/eng/bid documents/14-100/14-100...
TRANSCRIPT
CITY OF ARDMORECIRCLE DRIVE DRAINAGE IMPROVEMENTS
PROJECT NO. 011-0114
MAYOR AND BOARD OF COMMISSIONERS OFTHE CITY OF ARDMORE
MAYOR: SHERYL ELLISVICE MAYOR: MARTIN DYERCOMMISSONER: BOB GEURINCOMMISSONER: KEITH KINGCOMMISSONER: JOHN MOORE
1. TITLE SHEET2. PAY QUANTITIES AND NOTES3. PROJECT SURVEY DATA4. PAVING P&P-15. PAVING P&P-26. STORM DRAIN P&P-17. STORM DRAIN P&P-28. STORM DRAIN P&P-39. SANITARY SEWER P&P-110. SANITARY SEWER P&P-211. STORM DRAIN DETAIL -112. STORM DRAIN DETAIL -213. STORM DRAIN DETAIL -314. STORM DRAIN DETAIL -415. STANDARD SEWER DETAIL -116. STANDARD SEWER DETAIL -217. STANDARD WATER SERVICE DETAIL
APPROVED BY
_____________JD SPOHN, CITY MANAGERDATE :
DESIGNED BY
CITY ENGINEER
12/19/2013
OF 172
PAY
QUAN
TITI
ES A
ND N
OTES
OF 17
PROJECT SURVEY DATA
THIS PROJECT IS LAYED OUT ON AN ASSUMED
COORDINATE GRID WHERE;
0,0 (ASSUMED) = 2227662.06,314753.51
(OKLAHOMA SOUTHERN ZONE, US FT)
AND
500,0 (ASSUMED= 2228162.06,314754.94
(OKLAHOMA SOUTHERN ZONE, US FT)
NOTE:
FOR COORDINATE DATA FOR THE
CONSTRUCTION OF THE STORM DRAIN SEE
STORM DRAIN P&P SHEETS
PR
OJE
CT
S
UR
VE
Y D
AT
A
SCALE: 1" = 60'
3
VARIABLE CROSS SLOPE
4+00 5+00 6+00 7+00 8+00
T.C. = 104.43
4+54.49
T.C. = 103.82
SA
N. M
H
ST
A 4
+2
6.6
0 2
.5
9' R
T
P.C
. 3
5' C
EN
. L
IN
E R
AD
ST
A 3
+9
9.6
4
P.T
. 3
5' C
EN
. L
IN
E R
AD
ST
A 4
+5
4.4
9
V.P
.I. S
TA
4
+5
0
SLO
PE
01.1%
SLO
PE
01.5
%
4+25
T.C. = 104.16
4+50
T.C. = 103.88
4+75
T.C. = 103.51 T.C. = 103.13
4+32.80
T.C. = 104.07
ST
RM
IN
LE
T
ST
A 4
+3
2.8
0 1
3.0
' R
T
5+25
T.C. = 102.76
5+50
T.C. = 102.38
5+75
T.C. = 102.01
6+25
T.C. = 101.26
6+50
T.C. = 100.88
6+75
T.C. = 100.51
7+25
(LT) T.C. = 100.00
7+50
(LT) T.C. = 99.86
7+75
(LT) T.C. = 99.86T.C. = 101.63 T.C. = 100.13 (LT) T.C. = 99.98
V.P
.I. S
TA
7
+0
0
(RT) T.C. = 99.89 (RT) T.C. = 99.65 (RT) T.C. = 99.62 (RT) T.C. = 99.79
(VPI RT) T.C. = 99.53
(VPI LT) T.C. = 99.79
V.P.I
STA. 7+62.32
SA
N. M
H
ST
A 7
+6
2.5
4 1
.6
9' R
T
TR=103.85
TR=99.14
SLOPE (RT) 0.96%
SLOPE (LT) 0.54%
SLOPE (RT) 0
.69%
P.C
. 3
5' C
EN
. L
IN
E R
AD
ST
A 7
+3
5.1
6
P.T
. 3
5' C
EN
. L
IN
E R
AD
ST
A 7
+9
0.3
1
(RT) T.C. = 99.80
(LT) T.C. = 99.94
(RT) T.C. = 99.73
(LT) T.C. = 99.93
TOP OF CURB ELEVATION
16" C.I. WL.
16" C.I. WL.
4+00
6+
00
7+
00
8+00
5+
00
3+75
R/W
L
IN
E
EXISTING DRIVE
1
1
2
" LIP
6" P.C.C (ODOT 3000 PSI, CLASS AP)
1
4
" EXPANSION JOINT
OF 17
26.0'
2.0' 2.0'22.0'
1.0' Min. 1.0' Min
TYPICAL SECTION (w/C&G)
TYPICAL SECTION (MONOLITIC)
7.0' 7.0'
6" 3000 PSI ODOT CLASS A CONCRETE
8" AGGREGATE BASE
6" BARRIER CURB
30" #4 BARS 30" O/C
95.00
100.00
104.00
103.00
102.00
101.00
99.00
98.00
97.00
96.00
STA. 3+75
B.O.P.
STA. 3+99.66 - P.C.
BEGIN P.C.C.
PAVEMENT.
ASPHALT TRANSITION
S
T
A
.
4
+
2
6
.
6
0
2
.
5
9
'
R
T
.
S
S
M
H
22.0' RAD
S
T
A
.
4
+
3
2
.
8
0
1
3
.
0
'
R
T
.
S
D
ST
A. 4
+5
4.4
9 - P
.T
.
12' TYP.
SHALLOW 6" WL
16" C.I. - WL
22.0' RAD.
ST
A. 7
+3
5.1
6 - P
.C
.
A
4
SCALE: 1" = 30'
ALL DRIVEWAYS TO BE REMOVED AND REPLACED
AS DIRECTED BY THE ENGINEER
3.0'
5.0'
DRIVEWAY DETAIL
10' MIN.
A
SECTION A - A
NOTE:
PRIOR TO THE APPLICATION OF THE ROCK BASE THE SUBGRADE SHALL BE GRADED
TO DESIGN GRADE LINES AND COMPACTED TO PASS PROOF ROLL WITH A LOADED
TANDUM AXLE DUMP TRUCK PROVIDED BY THE CONTRACTOR.
PA
VIN
G P
&
P
- 1
REMOVED AND REPLACED SIDEWALKS
AS DIRECTED
VARIABLE CROSS SLOPE
7+00 8+00 9+00 10+007+25
(LT) T.C. = 100.00
7+50
(LT) T.C. = 99.86
7+75
(LT) T.C. = 99.86
8+25
(LT) T.C. = 100.11
8+50
(LT) T.C. = 100.23
8+75
(LT) T.C. = 100.36
9+25
T.C. = 100.67
9+50
T.C. = 100.86
9+75
T.C. = 101.12T.C. = 100.13 (LT) T.C. = 99.98 T.C. = 100.48 T.C. = 101.44
10+25
T.C. = 101.75
V.P
.I. S
TA
7
+0
0
(RT) T.C. = 99.89 (RT) T.C. = 99.65 (RT) T.C. = 99.62 (RT) T.C. = 99.79 (RT) T.C. = 99.97 (RT) T.C. = 100.14 (RT) T.C. = 100.31
(VPI RT) T.C. = 99.53
(VPI LT) T.C. = 99.79
V.P.I
STA. 7+62.32
SA
N. M
H
ST
A 7
+6
2.5
4 1
.6
9' R
T
TR=99.14
SLOPE (RT) 0.96%
SLOPE (LT) 0.54%
SLOPE (RT) 0
.69%
SLOPE (LT) 0.50%
V.P
.I. S
TA
9
+0
0
V.P
.I. S
TA
9
+5
9.3
3
P.C
. (R
T) - E
ND
O
F P
RO
JE
CT
SLOPE 0.75%
SLO
PE
1.2
5%
P.C
. 3
5' C
EN
. L
IN
E R
AD
ST
A 7
+3
5.1
6
P.T
. 3
5' C
EN
. L
IN
E R
AD
ST
A 7
+9
0.3
1
(RT) T.C. = 99.80
(LT) T.C. = 99.94
(RT) T.C. = 99.73
(LT) T.C. = 99.93
9+59.33
T.C. = 100.93
10+15.33
T.C. = 101.63
ST
A 9
+8
7.3
7
IN
TE
RS
EC
TIO
N C
EN
-L
IN
E
ST
A 1
0+
15
.3
3
P.T
. (R
T)
TOP OF CURB ELEVATION
16" C.I. WL.
8+
00
9+
00
10+
00
BACKER ROAD
3
8
" DIAMETER
SILICONE JOINT
SEALER
T/3
1/4" SAWED JOINT
1/8"
1/8"
SAWED AND SEALED
CONTRACTION AND LONGITUDINAL
JOINTS
GENERAL NOTES
1. ALL JOINTS SHALL BE CLEANED IN PRIOR TO THE
PLACEMENT OF BACKER ROD AND SEALANT. WATER
FLUSHING AND AIR CLEANING OF JOINT SHALL BE IN
ONLY ONE DIRECTION-FORWARD. SANDBLASTING
SHALL BE PERFORMED IN TWO PASSES, ONE FOR EACH
FACE OF THE JOINT.
2. THE SHAPE FACTOR COMBINED WITH JOINT CLEANNESS
IS THE CRITICAL COMBINATION NECESSARY TO
GUARANTEE DESIRED BONDING AND FUNCTION OF
SEALED JOINTS. NO TOLERANCE EXCEPT THOSE
SHOWN HERE WILL BE ALLOWED.
3. THE JOINT SHAPE FACTOR IS DEFINED AS THE FINAL
PRESSED SHAPE OF THE SILICONE MATERIAL. THE
TOOLING OPERATION WILL FIRMLY PRESS THE FRESHLY
APPLIED MATERIAL INTIMATELY AGAINST THE CUT SIDES
OF THE RECESS AND THE BACKER ROD SURFACES.
THE ROUNDED SHAPE ON TOP AND BOTTOM OF THE
SILICONE ALLOWS THE SEALANT TO PROPERLY FLEX
BUT MAINTAIN ADHERANCE TO THE PAVING.
4. LONGITUDINAL BUTT JOINTS SHALL NOT BE SAWED OR
SEALED UNLESS OTHERWISE SHOWN ON THE PLANS.
5. ON ALL SAWED JOINTS, THE KERF DEPTH SHALL CLEAR
DOWEL BARS, TIE BARS AND/OR REINFORCING STEEL
BY A MINIMUM OF 1/2''.
6. CONTRACTION JOINTS IN JOINTED P. C. PAVEMENT SHALL
BE AT APPROXIMATELY 12'-0'' CENTERS, UNLESS
OTHERWISE SPECIFIED ON THE PLANS.
1" 2"
1"
T/2
KEYWAY DETAIL
T
EDGE WITH
1
2
" TOOL
FULL LENGTH OF JOINT
EACH SIDE
#4 DOUBLE BENT BAR
ABUTTING PAVEMENT JOINT - KEYWAY TIE
SEE KEYWAY DETAIL
THIS SHEET
OF 1795.00
100.00
104.00
103.00
102.00
101.00
99.00
98.00
97.00
96.00
22.0' RAD.
STA. 7+35.16 - P.C.
S
T
A
.
7
+
6
2
.
3
2
-
1
3
.
0
'
R
T
.
S
D
S
T
A
.
7
+
6
2
.
5
4
-
1
.
6
9
'
R
T
.
S
S
M
H
ST
A. 7
+9
0.3
1 - P
.T
.
ST
A. 7+
90.04 - 9.35' LT
.S
S M
H
12.0' TYP.
ST
A. 9
+0
0
EN
D V
AR
IA
BL
E
CR
OS
S S
LO
PE
ST
A. 9
+4
6.3
0
EN
D P
.C
.C
.
PA
VE
ME
NT
ST
A. 9
+5
9.3
3
EN
D O
F P
RO
JE
CT
ASPHALT TRANSITION
5
SCALE: 1" = 30'
ALL DRIVEWAYS TO BE REMOVED AND REPLACED
AS DIRECTED BY THE ENGINEER
REMOVED AND REPLACED
SIDEWALKS AS DIRECTED
PA
VIN
G P
&
P
- 2
0+00 2+003+00
1+00
P.I. S
TA
1
+6
8.4
7
P.I. S
TA
0
+5
1.8
7
ST
RU
CT
. #
2
EX
IS
TIN
G S
TR
UC
T.
ST
RU
CT
. #
1
ST
A 0
+0
+0
0
OUT=90.52
TOP OF STRUCT.ELEV.=95.23
IN=92.73
=91.03
=91.61 =91.88
196.13 LF OF 36" RCP
P.I. S
TA
2
+4
8
ST
RU
CT
. #
3
=93.08
340.82 LF OF 44"x27" ARCH RCP
51.87 LF OF 44"x27" ARCH RCP
INSERT NEW PIPE THROUGH
BACK WALL OF EXISTING
STRUCTURE.
EXISTING GROUND PROFILE
MEET EXISTING
ELEV.=90.38
SLOPE 0.50%
IN=90.65
SLOPE 0.8
4%
OUT=92.27
T.C.=99.53
8" SAN. SEWER LINE
0
+
0
0
.
0
0
0
+
0
0
.
0
0
0
+
0
0
.
0
0
1+00.001+00.001+00.00
2+00.00
2+00.00
2+00.00
3
+
0
0
.
0
0
3
+
0
0
.
0
0
3
+
0
0
.
0
0
0
+
5
0
.
0
0
1+50.00
2+50.00
3
+
5
0
.
0
0
OF 17
4' CHAIN LINK FENCE
REMOVE AND REPLACE
AS REQUIRED
EXISTING 24" CGMP
(REMOVE & BACKFILL)
P.I. STA.1+68.47
ALL DISTURB AREAS TO BE FINELY GRADED
WITH A MIN. OF 2" OF TOP SOIL AND
COVERED WITH SLAB SOD
PP
TELE. PED.
P.I. STA. 0+51.87
STRUCT. #2
N 34.66
E 709.84
N 34.66
E 657.97
N 114.52
E 573.00
B.O.P. STA. 0+00
STRUCT. #3
STA.2+48
N 171.10
E 517.24
TREES (2)
(REMOVE)
B.M.
X - CHISELED IN DRIVEWAY
ASSUMED ELEV. = 100.00
N 207.82
E 539.72
E
X
.
1
5
"
R
C
P
E
X
.
1
5
"
R
C
P
CUT & CAP EXISTING
15" STORM DRAIN
OUTSIDE OF WORK
AREA
REMOVE EXISTING
JUNCTION BOX
NOTE:
LOCATION OF UTILITIES IS APPROXIMATE.
THE CONTRACTOR IS TO FIELD VERIFY EXACT
LOCATIONS PRIOR TO COMMENCING WORK.
EXISTING INLET
(REMOVE)SCALE 1"=30'
6
REMOVE EXISTING
METAL ARCH PIPE
ST
OR
M D
RA
IN
P
&P
- 1
4' CHAIN LINK FENCE
REMOVE AND REPLACE
AS REQUIRED
3+00 4+00 5+00 6+00
IN=92.73
P.I. S
TA
2
+4
8
ST
RU
CT
. #
3
340.82 LF OF 44"x27" ARCH RCP
SLOPE 0.69%
OUT=95.08
IN=98.00
P.I. S
TA
5
+8
8.8
2
ST
RU
CT
. #
4
=93.08 =93.77 =94.47 =98.20
340.82 LF OF 44"x27" ARCH RCP
EXISTING GROUND PROFILE
OUT=92.27
T.C.=99.53
T.C.=104.07
8" SAN. SEWER LINE
2
+
0
0
.
0
0
2
+
0
0
.
0
0
2
+
0
0
.
0
0
3+00.003+00.003+00.00
4+00.004+00.004+00.00
5+00.005+00.005+00.00
6+
00.00
6+
00.00
6+
00.00
2+50.00
3+50.00
4+50.00
5+50.00
OF 17
B.M.
X - CHISELED IN DRIVEWAY
ASSUMED ELEV. = 100.00
N 207.82
E 539.72
EXISTING
SANITARY M.H.
STRUCT. #3
STA. 2+48
N 171.10
E 517.24
CENTER - STRUCT. #4
44"x27" ARCH. R.C.P
EXISTING
SANITARY M.H.
CENTER - STRUCT. #4
36" R.C.P.
N 167.71
E 175.17
N 166.44
E 176.92
B.M.
X - CHISELED IN DRIVEWAY
ASSUMED ELEV. = 101.84
N 147.71
E 340.16
ST
A. 3
+1
7
WA
TE
R S
ER
VIC
E L
IN
E
ST
A. 3
+2
0
S.S
. L
AT
ER
AL
L
IN
E
ST
A. 3
+8
4
WA
TE
R S
ER
VIC
E L
IN
E
ST
A. 3
+9
9
S.S
. L
AT
ER
AL
L
IN
E
ST
A. 3
+6
7
6" W
AT
ER
L
IN
E
ST
A. 3
+3
0
16
" W
AT
ER
L
IN
E
ST
A. 4
+4
3
S.S
. L
AT
ER
AL
L
IN
E
ST
A.4
+5
7
WA
TE
R S
ER
VIC
E L
IN
E
ST
A.5
+2
8
WA
TE
R S
ER
VIC
E L
IN
E
ST
A. 5
+3
5
S.S
. L
AT
ER
AL
L
IN
E
ST
A.5
+7
7
WA
TE
R S
ER
VIC
E L
IN
E
ST
A. 5
+8
1
S.S
. L
AT
ER
AL
L
IN
E
8" CLAY SEWER LINE
ST
A. 2
+6
2
WA
TE
R S
ER
VIC
E L
IN
E
ST
A. 2
+5
4
S.S
. L
AT
ER
AL
L
IN
E
8" CLAY SEWER LINE
6" C.I. WATERLINE
6" C.I. WATERLINE
6" C.I. WATERLINE
6
"
C
.
I
.
W
A
T
E
R
L
I
N
E
6
"
C
.
I
.
W
A
T
E
R
L
I
N
E
1
6
"
C
.
I
.
W
A
T
E
R
L
I
N
E
1
6
"
C
.
I
.
W
A
T
E
R
L
I
N
E
NOTE:
LOCATION OF UTILITIES IS APPROXIMATE.
THE CONTRACTOR IS TO FIELD VERIFY EXACT
LOCATIONS PRIOR TO COMMENCING WORK.
SCALE 1"=30'
7
ST
OR
M D
RA
IN
P
&P
- 2
E
X
. 15" R
C
P
E
X
. 15" R
C
P
4+00 5+00 6+00 7+00
340.82 LF OF 44"x27" ARCH RCP
SLOPE 0.69%
OUT=95.08
IN=98.00
OUT=101.35
P.I. S
TA
5
+8
8.8
2
ST
RU
CT
. #
4
168.93 LF OF 36" RCP
=93.77 =94.47 =98.20 =100.22
SLO
PE
2.0
%
EXISTING
4x4 RCB
T.C.=104.07EXISTING GROUND PROFILE
TOP OF WALLELEV.=106.35
=104.35
7+59.94
4+00.004+00.004+00.00
5+00.005+00.005+00.00
6+
00.00
6+
00.00
6+
00.00
7+
00.00
7+
00.00
7+
00.00
4+50.00
5+50.00
6+
50.00
7+50.00
OF 17
N 144.63
E 8.88
CENTER - STRUCT. #4
44"x27" ARCH. R.C.P
EXISTING
SANITARY M.H.
N 167.71
E 175.17
N 166.44
E 176.92
B.M.
X - CHISELED IN DRIVEWAY
ASSUMED ELEV. = 101.84
N 147.71
E 340.16
CENTER - STRUCT. #4
36" R.C.P.
CENTER - STRUCT. #5
36" R.C.P.
EXISTING
4'x4' R.C.B.
E.O.P.
ST
A. 3
+8
4
WA
TE
R S
ER
VIC
E L
IN
E
ST
A. 3
+9
9
S.S
. L
AT
ER
AL
L
IN
E
ST
A. 4
+4
3
S.S
. L
AT
ER
AL
L
IN
E
ST
A.4
+5
7
WA
TE
R S
ER
VIC
E L
IN
E
ST
A.5
+2
8
WA
TE
R S
ER
VIC
E L
IN
E
ST
A. 5
+3
5
S.S
. L
AT
ER
AL
L
IN
E
ST
A.5
+7
7
WA
TE
R S
ER
VIC
E L
IN
E
ST
A. 5
+8
1
S.S
. L
AT
ER
AL
L
IN
E
NOTE:
LOCATION OF UTILITIES IS APPROXIMATE.
THE CONTRACTOR IS TO FIELD VERIFY EXACT
LOCATIONS PRIOR TO COMMENCING WORK.
8" CLAY SEWER LINE
6" C.I. WATERLINE
6
"
C
.
I
.
W
A
T
E
R
L
I
N
E
ALL DISTURB AREAS TO BE FINELY GRADED
WITH A MIN. OF 2" OF TOP SOIL AND
COVERED WITH SLAB SOD
EXISTING FENCE TO BE REMOVED
AND REPLACED AS REQUIRED
TO CONSTRUCT STRUCTURE
E
X
. 15" R
C
P
E
X
. 15" R
C
P
E
X
. 15" R
C
P
CUT & CAP EXISTING
15" STORM DRAIN
OUTSIDE OF WORK
AREA
SCALE 1"=30'
8
ST
OR
M D
RA
IN
P
&P
- 3
336 LF 8" PVC SDR 35 @ 0.450%
16" C.I. WATER MAINVERIFY THE DEPTH
EXISTING WASTEWATER MAIN(CLAY)
STA.
4+26
.60 -
2.59'
R.T
REPL
ACE
EXIS
TING
MAN
HOLE
RIM
ELEV
. = 10
3.85
PROPOSED 27" X 43" ARCH RCPSTORM DRAIN
STA.
7+62
.54 -
1.69'
RT.
REPL
ACE
EXIS
TING
MAN
HOLE
RIM
ELEV
. = 99
.25
=98.50
=97.20
=95.63
=95.53
=95.36
STA.
7+90
- 9.2
7' LT
.RE
PLAC
E EX
ISTI
NG M
ANHO
LERI
M EL
EV. =
99.40
26 LF 8" PVC @ 0.45 % =95.40
REPLACE MANHOLE
EXISTINGWASTEWATER MAIN
REPLACE MH
NEW 27" X 44" ARCH RCPSTORM DRAIN
NEW STORM INLET& JUNCTION BOX NEW STORM INLET
& JUNCTION BOX
EX. 6" WATER MAIN
EX. 16" WATER MAINVERIFY THE LOCATION AND
DEPTH ON SITE BEFORECONSTRUCTION BEGINS
w
w
w w w
wwwwwwwwww
w
STA.
4+35
.00
STA.
4+82
.00
STA.
5+74
.00
STA.
6+18
.00
STA.
6+96
.00
STA.
7+56
.00
STA.
6+92
.00
STA.
6+20
.00
CO CO CO CO
CO
CO
CO
5+00
6+00
7+00
4+00
8+00
S
w
NEW 8"Ø PVCWASTEWATER MAIN
CO
CO
OF 174+00 5+00 6+00 7+00 8+004+50 5+50 6+50 7+50
90.00
95.00
100.00
9
SANI
TARY
SEW
ER_P
& P
-1
STA.
7+62
.54 -
1.69'
RT.
REPL
ACE
EXIS
TING
MAN
HOLE
RIM
ELEV
. = 99
.25
=95.63
=95.53
=95.36
=95.40
=96.40
=96.65
STA.
9+87
.00 -
9.0' L
T.RE
PLAC
E EX
ISTI
NG M
ANHO
LERI
M EL
EV. =
100.9
5
STA.
7+90
- 9.2
7' LT
.RE
PLAC
E EX
ISTI
NG M
ANHO
LERI
M EL
EV. =
99.40
6" HDPE WATER MAINVERIFY THE DEPTH
197 LF 8" PVC SDR 35 @ 0.50%
26 LF 8" PVC @ 0.45 % =95.40
EXISTING WASTEWATER MAIN(CLAY)
REPLACE MANHOLE
REPLACE MH
NEW STORM INLET
& JUNCTION BOX
ww
STA. 7+56.00
CO
8+00
S S S S S ww
w
w w w w w w w w w w w w w
NEW 8"Ø PVCWASTEWATER MAIN REPLACE MH
REPLACE EXIXTING WASTEWATERMAIN WITH 1-13' JOINTS OF8"Ø PVC SDR 35(MINIMUM GRADE 0.40%
REPLACE EXIXTING WASTEWATERMAIN WITH 2-13' JOINTS OF8"Ø PVC SDR 35(MINIMUM GRADE 0.40%
9+00 10+00
EXIXTING WASTEWATER
NEW 8"Ø PVC
WASTEW
ATER MAIN
EX. 6" WATER MAIN
EX. 6" WATER MAIN
EXIXTING WASTEWATER
EX. 6" WATER MAINVERIFY THE LOCATION AND
DEPTH ON SITE BEFORECONSTRUCTION BEGINS
CO CO
STA.
8+80
.00
STA.
9+56
.00
OF 177+00
90.00
8+00 9+00 10+00
95.00
100.00
7+50 8+50 9+50
10
SANI
TARY
SEW
ER_P
& P
-2
7'-2"
7'-6"
PLAN
36" RCP
44"x27" ARCH
CONCRETE PIPE111°37'
111°37'
136°47'
B
B
CC
A
A
H1 BARSV1 BARS
H2 BARS
Vx BARS
V1 BARS
V1 BARS
V1 BARSH1 BARS
H2 BARS
3'-11 1/2"
9"
8"
12"
SECTIONC-C
2 1/2" CLEAR
8"8"
H1 BARS #4 @12" C/C
V1 BARS#4 @ 16" C/C
H3 BARS#4 @ 6" C/C
SECTIONA-A
H2 BAR
H4 BARS #4@ 6" C/C
V1 BAR
in =90.65
TOP OF STRUCTUREELEV = 95.23
V1 BAR V1 BAR
SECTIONB-B
H4 BARS #4@6" C/C
H2 BARS #4 @6" C/C
Vx BARS#4 @16" C/C
out =90.52
H2 - 6'-6"
H1 - 6'-10"
3"12"
12"3"
12"
H3 - 7'-0"
4"
4"
18"
V1 - 4'-6"4'-3"
3" RAD.
H4 - 6'-8"
BAR BENDING DIAGRAMS
OF 17
STRUCTURE #2 - JUNCTION BOX (SEE SHEET #XX FOR COVER DETAIL)
11
ST
OR
M D
RA
IN
D
ET
AIL - 1
PLAN OF CONCRETE COVER
7'-6"
7'-2"
2" CLEAR
9"
H5 BARS #7 @9" C/C
H6 BARS #4 @9" C/C
H7 BARS #4 @4"C/CPLACED AS SHOWN
CATCH BASIN FRAME & GRATE(NEENAH #R-6134 OR EQUIVILANT)
SECTIONA-A
A A
TOP OF STRUCTUREELEV = 95.23
H6 BARS #4 @9" C/C
H5 BARS #7 @9" C/C
OF 17
STRUCTURE #2- COVER DETAIL (SEE SHEET #XX FOR JUNCTION BOX)
12
ST
OR
M D
RA
IN
D
ET
AIL - 2
OF 17
STRUCTURE #3 CURB INLETSTRUCTURE #4 CURB INLET
13
ST
OR
M D
RA
IN
D
ET
AIL - 3
OF 17
STRUCTURE#5 DROP INLET
14
ST
OR
M D
RA
IN
D
ET
AIL - 4
15
STAN
DARD
SEW
ER D
ETAI
LS -1
OF 17
16
STAN
DARD
SEW
ER D
ETAI
LS -2
OF 17
OF 17
STAN
DARD
WAT
ER S
ERVI
CE D
ETAI
L
17