Drawings_0001.pdf
PDF 27 MB Posted
- Solicitation number
- 140P5424R0008
About this file
The provided document is a set of drawings titled "Drawings_0001.pdf" related to a federal contract opportunity for the "REPAIR COLLAPSED STORM DRAIN AT CASTILLO DE SAN MARCOS". The contract opportunity, identified as Solicitation Number 140P5424R0008, is being issued by the Department of the Interior National Park Service Southeast Region. The contract is for the repair of a collapsed storm drain at the Castillo de San Marcos. The drawings likely contain technical specifications and design details for the required repair work. No further details about the contract requirements, response dates, pricing, or other salient information can be determined from the provided file.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Questions_and_Answers_0001.pdf | ||
| Sol_140P5424R0008_Amd_0001.pdf | ||
| Drawings_and_Permits.pdf | ||
| Specifications.pdf | ||
| Wage_Determination.pdf | ||
| Sol_140P5424R0008.pdf | ||
| Past_Performance_Questionnaire.pdf |
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Text version
5/
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876543
5 4
12 11
EXISTING CONDITION CONTOURS WERE
DETERMINED USING LIDAR DATA FROM THE
UNIVERSITY OF SOUTH FLORIDA IN 2018.
UTILITIES ARE BASED UPON RECENT FIELD
OBSERVATIONS BY NATIONAL PARK SERVICE
STAFF.
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IS
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O N
.D W
X
X
X
X
X
X
X
X
X
X
REMOVE EXIST 156 LF
VCP STORM PIPE
REMOVE EXIST 152 LF
VCP STORM PIPE
REMOVE EXIST 71 LF
VCP STORM PIPE
REMOVE 26 LF
EXIST STORM PIPE
REMOVE EXIST 64 LF
VCP STORM PIPE
REMOVE 178 LF
VCP STORM PIPE
REMOVE EXIST 38 LF
VCP STORM PIPE
REMOVE 115 LF
EXIST STORM PIPE
REMOVE 75 LF
EXIST STORM PIPE
REMOVE 115 LF
EXIST STORM PIPE
EXIST VCP TO
REMAIN
EXIST INLET
TO REMAIN
REMOVE 52 LF
EXIST STORM PIPE
REMOVE & REPLACE
SIDEWALK WITHIN LIMITS OF
CONSTRUCTION OF PROPOSED
STORMWATER IMPROVEMENTS
REMOVE & REPLACE
SIDEWALK WITHIN LIMITS OF
CONSTRUCTION OF PROPOSED
STORMWATER IMPROVEMENTS
REMOVE & REPLACE
SIDEWALK WITHIN LIMITS OF
CONSTRUCTION OF PROPOSED
STORMWATER IMPROVEMENTS
REMOVE & REPLACE
SIDEWALK WITHIN LIMITS OF
CONSTRUCTION OF PROPOSED
STORMWATER IMPROVEMENTS
EXISTING STORM
PIPE TO REMAIN
EXIST INLET
TO REMAIN
EXIST INLET
TO REMAIN
WORK IN TREE PROTECTION TO BE
DONE BY HAND ONLY, WITH MINIMAL
FOOT TRAFFIC ONLY. NO VEHICULAR
OR EQUIPMENT TRAFFIC SHOULD
OCCUR WITHIN TREE PROTECTION
ZONE. NO WASHING OF EQUIPMENT. NO
STAGING OR STORAGE WHATSOEVER
OF MATERIALS, CHEMICALS,
EQUIPMENT, SPOIL, DEBRIS, ETC.
CUT & CAP EXIST STORM
PIPES 5' BEFORE WALL
EXISTING STORM PIPE TO BE CUT AND
LEFT ABANDONED WITHIN THE TREE
PROTECTION ZONE. THE ABANDONED
STORM PIPE TO BE FILLED
COMPLETELY WITH FLOWABLE FILL.
LIMITS OF DISTURBANCE
(LOD)165,000 SF (3.79 AC)
LIMITS OF DISTURBANCE
(LOD)165,000 SF (3.79 AC)
REMOVE & REPLACE
SIDEWALK WITHIN LIMITS OF
CONSTRUCTION OF PROPOSED
STORMWATER IMPROVEMENTS
REMOVE 190 LF
VCP STORM PIPE
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LODLODLOD
LO
D
LOD
LO
D
LO
D
LOD
LOD
LOD
LODLOD
LOD
LOD
LO
D LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
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O .D
CB
CB
D
D
CB
C B
CB
D
CB
C B
CB
D
CB
CB
11 12
6 7 8 9
11 12 13
5 104 6
9 11
13 12 11
876543
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LODLODLOD
LO
D
LOD
LO
D
LO
D
LOD
LOD
LOD
LODLOD
LOD
LOD
LO
D LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
LIMITS OF DISTURBANCE
(LOD) 165,000 SF (3.79 AC)
LIMITS OF DISTURBANCE
(LOD)165,000 SF (3.79 AC)
SILT FENCE (TYP.)
SILT FENCE (TYP.)
TREE PROTECTION
BARRIER PER FDOT
INDEX 110-100 (TYP.).
IN LIEU OF WOOD
POLES, USE METAL
POLES IN CONCRETE
BASES
TREE PROTECTION
BARRIER PER FDOT
INDEX 110-100 (TYP.)
TREE PROTECTION BARRIER PER
FDOT INDEX 110-100 (TYP.). IN
LIEU OF WOOD POLES, USE
METAL POLES IN
CONCRETE
BASES
RIPRAP (1.5FT THICK)
PER FDOT SECTION 530
RIPRAP (1.5FT THICK)
PER FDOT SECTION 530
TEMPORARY
STAGING AREAS
SILT FENCE (TYP.)
CONTRACTOR
ACCESS ROUTE (TYP.)
ENTER AT NPS HEADQUARTERS
AT CASTILLO DRIVE
CONTRACTOR
ACCESS
ROUTE (TYP.)
CONTRACTOR TO RESTORE
ASPHALT PAVEMENT AND
CONCRETE SIDEWALKS
DAMAGED BY CONSTRUCTION
EQUIPMENT WITHIN THE LIMITS
OF ACCESS ROUTE.
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EROSION CONTROL NOTES:
EROSION PREVENTION AND SEDIMENT CONTROLS
SILT FENCE - TYPES A AND B
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N .D
W
TEMPORARY SILTATION EEL
13+08.21
8+00.00
9+00.00
10+00.00
+0
0.
12+00.00
13+00.00
+3
6.
+0
0.
14+00.00
15+00.0016 +0
0.
CB
CB
D
D
CB
C B
CB
D
CB
C B
CB
D
CB
-1 0 1 2
CB
0+00.00
0+65.20
0+73.34
0+00.00
D-23
STORM MANHOLE (FDOT INDEX 425-001 & 425-010)
STA 11+94.98
RIM: 4.68
12" IN (SW) IE = EXIST. CONTRACTOR FIELD VERIFY
14"X23" IN (NE) IE = 1.10
14"X23" OUT (SE) IE = 1.10
5+
.3
0+00.00
1+00.00
2+
.00
3+
.0
4+
.0
5+
.0
11 12
6 7 8 9
11 12 13
5 104 6
9 11
13 12 11
876543
D-10
TYPE "C" DBI (FDOT INDEX 425-052)
STA 0+00.00
RIM: 3.95
14"X23" OUT (W) IE = 0.70
D-11
TYPE "C" DBI (FDOT INDEX 425-052)
STA 1+51.81
RIM: 3.75
14"X23" IN (E) IE = 0.55
14"X23" OUT (SW) IE = 0.55
D-12
STORM MANHOLE (FDOT INDEX 425-001 & 425-010)
STA 2+70.89
RIM: 4.87
14"X23" IN (NE) IE = 0.40
14"X23" IN (NW) IE = 0.40
14"X23" OUT (S) IE = 0.40
D-12A
TYPE "C" DBI (FDOT INDEX 425-052)
STA 0+65.20
RIM: 3.75
14"X23" OUT (SE) IE = 0.55
D-14
14"X23" MES (FDOT INDEX 430-021)
STA 5+72.51
14"X23" IN (N) IE = 0.00
EX D-20
EXISTING STORM INLET
STA 8+00.00
D-22
TYPE "C" DBI (FDOT INDEX 425-052)
STA 10+17.17
RIM: 3.97
12"X18" IN (NW) IE = 1.30
14"X23" OUT (SW) IE = 1.30
D-24
14"X23" MES (FDOT INDEX 430-021)
STA 12+85.50
14"X23" IN (NW) IE = 1.00
D-30
TYPE "C" DBI (FDOT INDEX 425-052)
STA 13+00.00
RIM: 2.75
14"X23" OUT (S) IE = -0.25
D-31
MODIFIED TYPE "C" DBI W/ J BOTTOM
(FDOT INDEX 425-052 & 425-010)
CONTROL STRUCTURE W/ INTERNAL
WEIR & ORIFICE - REFER TO DETAILS
STA 15+13.73
RIM: 3.90
14"X23" IN (N) IE = -0.70
14"X23" OUT (S) IE = -0.70
EX D-32
EXISTING STORM INLET
STA 16+36.58
RIM: 4.94
14"X23" IN (N) IE = -1.00
D13A
TYPE "C" DBI (FDOT INDEX 425-052)
STA 0+73.34
RIM: 3.84
14"X23" OUT (E) IE = 0.40
D-13
STORM MANHOLE (FDOT INDEX 425-001 & 425-010)
STA 4+43.94
RIM: 4.28
14"X23" IN (N) IE = 0.25
14"X23" IN (W) IE = 0.25
14"X23" OUT (S) IE = 0.25
EX D-23A
EXISTING STORM INLET
STA 11+94.98
EX D-21
EXISTING STORM INLET
STA 8+65.39
RIM: 5.24
8" IN (SW) IE = EXIST. CONTRACTOR TO FIELD VERIFY
12"X18" OUT (SE) IE = 3.50
CONTRACTOR TO RESTORE
DISTURBED SIDEWALK TO
ORIGINAL CONDITION
CONTRACTOR TO RESTORE
DISTURBED SIDEWALK TO
ORIGINAL CONDITION
CONTRACTOR TO RESTORE
DISTURBED SIDEWALK TO
ORIGINAL CONDITION
CONTRACTOR TO RESTORE
DISTURBED SIDEWALK TO
ORIGINAL CONDITION
LIMITS OF DISTURBANCE
(LOD)165,000 SF (3.79 AC)
LIMITS OF DISTURBANCE
(LOD)165,000 SF (3.79 AC)
EXISTING STORM PIPE TO REMAIN
AND TO BE TREATED WITH CURED
IN PLACE PIPE LINING (CIPP)
LF
4" X2
3" R
C P
.1 0%
119 LF 14"X23" RCP @
0.13%
65 LF 14"X23" RCP @ 0.23%
173 LF 14"X23" RCP @ 0.09%
129 LF 14"X23" RCP @ 0.19%
152 LF 12"X18" RCP @ 1.45%
178 LF 14"X23" RCP @ 0.11%
91 LF 14"X23" RCP @ 0.11%
123 LF 14"X23" RCP @ 0.24%
73 LF 14"X23" RCP @ 0.20%
CIPP EXIST
65 LF 8"
214 LF 14"X23" RCP @ 0.21%
CIPP EXIST
93 LF 12"
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LODLODLOD
LO
D
LOD
LO
D
LO
D
LOD
LOD
LOD
LODLOD
LOD
LOD
LO
D LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
5/
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AD
IN
G .D
W G
GRADING NOTES:
1. ALL REGRADING ONSITE IS TO BE DONE
WITHIN A 40' RADIUS OF THE PROPOSED
INLETS.
2. THE ELEVATIONS OF THE EXISTING STORM
PIPES ONSITE ARE BASED ON
APPROXIMATE FIELD MEASUREMENTS.
CONTRACTOR IS RESPONSIBLE FOR
LOCATING AND VERIFYING ELEVATIONS OF
ALL EXISTING STORM PIPES. CONTRACTOR
TO PROVIDE AS-BUILT INFORMATION AT
STRUCTURES D-22, D-23, AND EX D-32
PRIOR TO SUBMITTING SHOP DRAWINGS
FOR REVIEW BY THE ENGINEER.
El ev at io n
-9.00 -8.00 -7.00 -6.00 -5.00 -4.00 -3.00 -2.00 -1.00 0.00
1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00
-9.00
-8.00
-7.00
-6.00
-5.00
-4.00
-3.00
-2.00
-1.00
0.00 1.00
2.00
3.00
4.00
5.00
6.00
7.00
8.00
9.00
10.00
0+00.000+50.001+00.001+50.002+00.002+50.003+00.003+50.004+00.004+50.005+00.005+50.006+00.006+50.00
El ev at io n
-9.00 -8.00 -7.00 -6.00 -5.00 -4.00 -3.00 -2.00 -1.00 0.00
1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00
-9.00
-8.00
-7.00
-6.00
-5.00
-4.00
-3.00
-2.00
-1.00
0.00 1.00
2.00
3.00
4.00
5.00
6.00
7.00
8.00
9.00
10.00
0+00.000+50.001+00.001+50.00
173 LF 14"X23" RCP @ 0.09%
RIP RAP (TYP.)
REFER TO
SHEET C4
D -1
ST
A 4+
.9
R
IM
: 4
.2
"X
" I
N (N
) I E
0.
"X
" I N
(W ) I
E
0.
"X
" O
U T
(S ) I
E
0.
D -1
ST
A 5+
.5
"X
" I N
(N ) I
E
0.
119 LF 14"X23" RCP @ 0.13% 152 LF 14"X23" RCP @ 0.10%
D -1
ST
A 0+
.0
R
IM
: 3
.9
"X
" O
U T
(W ) I
E
0.
D -1
ST
A 1+
.8
R
IM
: 3
.7
"X
" I
N (E
) I E
0.
"X
" O U
T (S
W ) I
E
0.
D -1
ST
A 4+
.9
R
IM
: 4
.2
"X
" I
N (N
) I E
0.
"X
" I N
(W ) I
E
0.
"X
" O
U T
(S ) I
E
0.
D
A
ST
A 0+
.3
R
IM
: 3
.8
"X
" O
U T
(E ) I
E
0.
El ev at io n
-9.00 -8.00 -7.00 -6.00 -5.00 -4.00 -3.00 -2.00 -1.00 0.00
1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00
-9.00
-8.00
-7.00
-6.00
-5.00
-4.00
-3.00
-2.00
-1.00
0.00 1.00
2.00
3.00
4.00
5.00
6.00
7.00
8.00
9.00
10.00
0+00.000+50.001+00.001+50.00
D -1
ST
A 2+
.8
R
IM
: 4
.8
"X
" I
N (N
E)
IE
.4
"X
" I
N (N
W ) I
E
0.
"X
" O
U T
(S ) I
E
0.
D -1
2A
ST
A 0+
.2
R
IM
: 3
.7
"X
" O
U T
(S E)
IE
.5
65 LF 14"X23" RCP @ 0.23%
D -1
ST
A 2+
.8
R
IM
: 4
.8
"X
" I
N (N
E)
IE
.4
"X
" I
N (N
W ) I
E
0.
"X
" O
U T
(S ) I
E
0.
73 LF 14"X23" RCP @ 0.20%
129 LF 14"X23" RCP @ 0.19%
+0
8.2
8+00.00
9+
.00
+00
.00
11+00.00
+0
0.0
+0
0.0
13+00.00
CB
CB
D
D
CB
C B
C B
D
C B
CB
C B
C B
0+
.0
0+
.2
0+
.3
0+
.0
5+96.34
0+
.0
1+
.0
2+00.00
3+00.00
4+00.00
5+00.00
4 5
4 4
13 12 11 10
876543
LOD
LOD
LO
D
LO
D
LO
D
LOD
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LO
D
LODLOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LODLOD
LOD
D-10
D-11
D-12
D-13
D-14
D-13A
D-20
D-21
D-22
D-23
PROTECT CROSSING
THROUGH HISTORIC WALL
D-12A
EXISTING PIPE TO REMAIN
AND TO BE TREATED WITH
CURED IN PLACE PIPE
LINING (CIPP)
+00
.00
11+00.00
CB
D
D
CB
C B
C B
0+
.0
0+
.2
0+
.3
0+
.0
1+
.0
2+00.00
3+00.00
4+00.00
5+00.00
LOD
LO
D
LO
D
LO
D
LOD
LO
D
LOD
LOD
LO
D LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
D-11
D-12
D-13
D-13A
D-22
PROTECT CROSSING
THROUGH HISTORIC WALL
D-12A
DRAINAGE PROFILE
D-15 TO D-10
DRAINAGE PLAN
D-14 TO D-10
DRAINAGE PLAN
D-12A TO D-12
D-13A TO D-13
HORIZONTAL SCALE 1" = 50'
VERTICAL SCALE 1" = 5'
DRAINAGE PROFILE
D-13A TO D-13
5/
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G R
AD
IN
G .D
W G
GRADING NOTES:
1. ALL REGRADING ONSITE IS TO BE DONE WITHIN A 40' RADIUS OF THE
PROPOSED INLETS.
2. THE ELEVATIONS OF THE EXISTING STORM PIPES ONSITE ARE
BASED ON APPROXIMATE FIELD MEASUREMENTS. CONTRACTOR IS
RESPONSIBLE FOR LOCATING AND VERIFYING ELEVATIONS OF ALL
EXISTING STORM PIPES. CONTRACTOR TO PROVIDE AS-BUILT
INFORMATION AT STRUCTURES D-22, D-23, AND EX D-32 PRIOR TO
SUBMITTING SHOP DRAWINGS FOR REVIEW BY THE CONTRACTING
OFFICER.
DRAINAGE PROFILE
D-12A TO D-12
EXISTING GRADE
PROPOSED GRADE
at io n
-9.00 -8.00 -7.00 -6.00 -5.00 -4.00 -3.00 -2.00 -1.00 0.00
1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00
-9.00
-8.00
-7.00
-6.00
-5.00
-4.00
-3.00
-2.00
-1.00
0.00 1.00
2.00
3.00
4.00
5.00
6.00
7.00
8.00
9.00
10.00
8+00.008+50.009+00.009+50.0010+00.0010+50.0011+00.0011+50.0012+00.0012+50.0013+00.0013+50.0014+00.00
RIP RAP (TYP.)
REFER TO
SHEET C4
178 LF 14"X23" RCP @ 0.11%
91 LF 14"X23" RCP @ 0.11%
D -2
ST
A
+8 5.
"X
" I N
(N W
) I E
1.
D -2
ST
A
+9 4.
R
IM
.6
" I N
(S W
) I E
EX
IS
T.
"X
" I
N (N
E)
IE
.1
"X
" O
U T
(S E)
IE
.1
EX
D
-2
ST
A
8+
.0
CIPP EXIST
65 LF 8"
152 LF 12"X18" RCP @ 1.45%
D -2
TY
PE
"C
" D
BI
(F D
O T
IN
D
EX
-0
ST
A
+1
7.
R
IM
: 3 .9
"X
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(N W
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9+
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D
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C B
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876543
LOD
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
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LOD LO
D
LODLOD
LO
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LOD
LOD
LOD
LOD
LO
D
LO
D
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D
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D
LOD
LOD
LODLOD
LOD
D-11
D-12
D-13
D-14
D-13A
D-20
D-21
D-22
D-23
D-24
PROTECT CROSSING
THROUGH HISTORIC WALL
D-12A
EXISTING PIPE TO REMAIN
AND TO BE TREATED WITH
CURED IN PLACE PIPE
LINING (CIPP)
DRAINAGE PROFILE
D-24 TO D-20
DRAINAGE PLAN
D-24 TO D-20
HORIZONTAL SCALE 1" = 50'
VERTICAL SCALE 1" = 5'
5/
/2
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IN
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GRADING NOTES:
1. ALL REGRADING ONSITE IS TO BE DONE WITHIN A 40' RADIUS OF
THE PROPOSED INLETS.
2. THE ELEVATIONS OF THE EXISTING STORM PIPES ONSITE ARE
BASED ON APPROXIMATE FIELD MEASUREMENTS. CONTRACTOR IS
RESPONSIBLE FOR LOCATING AND VERIFYING ELEVATIONS OF ALL
EXISTING STORM PIPES. CONTRACTOR TO PROVIDE AS-BUILT
INFORMATION AT STRUCTURES D-22, D-23, AND EX D-32 PRIOR TO
SUBMITTING SHOP DRAWINGS FOR REVIEW BY THE ENGINEER.
at io n
-9.00 -8.00 -7.00 -6.00 -5.00 -4.00 -3.00 -2.00 -1.00 0.00
1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00
-9.00
-8.00
-7.00
-6.00
-5.00
-4.00
-3.00
-2.00
-1.00
0.00 1.00
2.00
3.00
4.00
5.00
6.00
7.00
8.00
9.00
10.00
13+00.0013+50.0014+00.0014+50.0015+00.0015+50.0016+00.0016+50.0017+00.00
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214 LF 14"X23" RCP @ 0.21%
123 LF 14"X23" RCP @ 0.24%
+0
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16+36.58
13+00.00
14+00.00
15+00.00
16+00.00
D
CB
CB
D
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5+96.34
13 10
14 13 12 11 10
987654
LO
D
LOD LO
D
LODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
D-14D-23
D-24
D-31
D-32
PROTECT CROSSING
THROUGH HISTORIC WALL
DRAINAGE PROFILE
D-32 TO D-30
DRAINAGE PLAN
D-33 TO D-30
HORIZONTAL SCALE 1" = 50'
VERTICAL SCALE 1" = 5'
5/
/2
:0
C
BU
EM
E
R
C :\P
W W
O R
KI
N
G \E
AS
T0
1\ D
6\
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G R
AD
IN
G .D
W G
GRADING NOTES:
1. ALL REGRADING ONSITE IS TO BE DONE WITHIN A 40' RADIUS
OF THE PROPOSED INLETS.
2. THE ELEVATIONS OF THE EXISTING STORM PIPES ONSITE
ARE BASED ON APPROXIMATE FIELD MEASUREMENTS.
CONTRACTOR IS RESPONSIBLE FOR LOCATING AND
VERIFYING ELEVATIONS OF ALL EXISTING STORM PIPES.
CONTRACTOR TO PROVIDE AS-BUILT INFORMATION AT
STRUCTURES D-22, D-23, AND EX D-32 PRIOR TO SUBMITTING
SHOP DRAWINGS FOR REVIEW BY THE ENGINEER.
8'8'
4'
4'
0.50'
5/
/2
:0
C
BU
EM
E
R
C :\P
W W
O R
KI
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LS
.D W
G
(S
EE
N O
TE
TR
EN
C H
B
AC
KF
IL
L
" L
IF
TS
M
AX
IM
U
M
W/ SIZE OF PIPE
VARIES
SEE NOTE 4
PIPE O.D.
COMMON FILL
BEDDING MATERIAL
12" (TYP)
UNDISTURBED EARTH
FINISHED GRADE
NOTES:
1. INITIAL BACKFILL: SELECT COMMON FILL COMPACTED TO 95% OF
THE MAXIMUM DENSITY AS PER AASHTO T-180.
2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE
MAXIMUM DENSITY AS PER AASHTO T-180.
3. TYPE A BEDDING MATERIAL SHALL CONFORM TO FDOT NO. 57
AGGREGATE.
4. 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24"
MAX (12" MIN) FOR PIPE DIAMETER 24" AND LARGER.
5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING
CONSTRUCTION.
6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE
DIRECTION OF THE FLOW.
7. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER UP TO
12" AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER.
8. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN
DEPTH OF BEDDING ROCK BELOW THE PIPE. UTILITIES SHALL
DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE
MATERIAL TO REACH SUITABLE FOUNDATION.
9. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN
COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF
GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE
COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF
R/W UTILIZATION REGULATIONS AND ROAD CONSTRUCTION
SPECIFICATIONS.
TRENCH WIDTH
SELECT COMMON FILL
INITIAL
BACKFILL (S
EE
N
O
TE
(S
EE
N O
TE
)HAUNCHING
BEDDING
(SEE NOTES 7 & 8)
BEDDING AND TRENCHING - TYPE A
(S
EE
N O
TE
TR
EN
C H
B
AC
KF
IL
L
W/ SIZE OF PIPE
VARIES
SEE NOTE 4
PIPE O.D.
COMMON FILL
12" (TYP)
FINISHED GRADE
NOTES:
1. INITIAL BACKFILL AND HAUNCHING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY
AS PER AASHTO T-180.
2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180.
3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING
AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY UTILITIES.
4. 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) FOR PIPE DIAMETER 24" AND
LARGER.
5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW.
7. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS
OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION
SPECIFICATIONS.
TRENCH WIDTH
SELECT COMMON FILL
INITIAL
BACKFILL
(S
EE
N O
TE
HAUNCHING
" L
IF
TS
M
AX
IM
U
M
UNDISTURBED EARTH
(SEE NOTE 3)
BEDDING AND TRENCHING - TYPE B
NOTES: PLACE FENCE AT DRIP LINE OF TREE (SEE SECTION 32 00 00) OR AS OTHERWISE
APPROVED BY CONTRACTING OFFICER. WHERE DRIP LINE EXTENDS BEYOND
PRACTICABLE LOCATION FOR FENCE, PROVIDE MINIMUM CLEARANCES FROM TRUNK AS
FOLLOWS:
1. LARGE TREE (TRUNK 12" OR GREATER DIAM.): 10' MIN.
2. TREE (TRUNK <12" DIAM.): 7' MIN.
3. PALM: 4' MIN.
| C0-COVER-C100 - COVER SHEET |
| C0-COVER-C100 - COVER SHEET |
| C1-GEN NOTES-C200 - GENERAL NOTES |
| C1-GEN NOTES-C200 - GENERAL NOTES |
| C2-EXIST CON-C300 - EXISTING CONDITIONS |
| C2-EXIST CON-C300 - EXISTING CONDITIONS |
| C3-DEMO-C400 - DEMOLITION PLAN |
| C3-DEMO-C400 - DEMOLITION PLAN |
| C4-EROSION-C500 - EROSION CONTROL PLAN |
| C4-EROSION-C500 - EROSION CONTROL PLAN |
| C4-EROSION-C501 - EROSION CONTROL NOTES |
| C4-EROSION-C501 - EROSION CONTROL NOTES |
| C6-GRADING-C600 - GRADING & DRAINAGE |
| C6-GRADING-C600 - GRADING & DRAINAGE |
| C6-GRADING-P&P 10 |
| C6-GRADING-P&P 10 |
| C6-GRADING-P&P 20 |
| C6-GRADING-P&P 20 |
| C6-GRADING-P&P 30 |
| C6-GRADING-P&P 30 |
| C10-DETAILS-C10 - GRADING DETAILS |
| C10-DETAILS-C10 - GRADING DETAILS |
| 2023-08-21T12:38:13-0400 | |
| Benjamin B Ellis | |
| Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. |
| 2023-08-21T12:38:52-0400 | |
| Benjamin B Ellis | |
| Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. |
| 2023-08-21T12:39:07-0400 | |
| Benjamin B Ellis | |
| Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. |
| 2023-08-21T12:39:21-0400 | |
| Benjamin B Ellis | |
| Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. |
| 2023-08-21T12:39:35-0400 | |
| Benjamin B Ellis | |
| Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. |
| 2023-08-21T12:39:48-0400 | |
| Benjamin B Ellis | |
| Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. |
| 2023-08-21T12:40:03-0400 | |
| Benjamin B Ellis | |
| Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. |
| 2023-08-21T12:40:17-0400 | |
| Benjamin B Ellis | |
| Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. |
| 2023-08-21T12:40:30-0400 | |
| Benjamin B Ellis | |
| Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. |
| 2023-08-21T12:40:42-0400 | |
| Benjamin B Ellis | |
| Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. |
| 2023-08-21T12:40:55-0400 | |
| Benjamin B Ellis | |
| Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. |
File details come from the government source that posted it. Updated .