Pine_Blossom_Rd._Drainage_FINAL_Plans.pdf
PDF 27 MB Posted
- Attached to
- Pine Blossom Road Drainage Improvements
- Solicitation number
- 25-012
- Issued by
- Charles County, Florida
About this file
This file is a comprehensive set of drainage construction plans for Santa Rosa County, Florida, prepared by Volkert, Inc. under the direction of engineer Jairo E. Rodriguez, P.E. The Pine Blossom Road Drainage Improvements project addresses flooding and maintenance issues along Happy Hollow Drive and Pine Blossom Road through reconstruction of the storm drain system. The project encompasses approximately 1.3 miles of storm drain infrastructure, including two cross drains along Happy Hollow Drive, extensive ditch grading, driveway restoration, and discharge conveyance to three separate outfall locations. The construction plans detail drainage improvements consisting of pipe installation ranging from 6 inches to 66 inches in diameter, with 5,618 linear feet of 66-inch pipe comprising the majority of the system. Project work includes 19 drainage structures (manholes, ditch bottom inlets, and energy dissipators), concrete and riprap ditch lining, fence installation and relocation, inlet protection systems, side drain installations, and stormwater management basin construction. The total disturbed area comprises 4.77 acres, with permanent wetland impacts of approximately 4,126 square feet and temporary impacts of 109 square feet. A bidders' meeting occurred on October 23, 2024, with sealed bids due November 25, 2024, at 10:30 a.m. through the Santa Rosa County Procurement Portal, with public opening via Teams to follow immediately.
The project budget is estimated between $1,690,000 and $2,010,000, with a point estimate of $1,842,000. Construction duration is specified as 547 consecutive calendar days from Notice to Proceed, with liquidated damages set at $1,000 per day for project delays. Bidders must submit performance and payment bonds equal to 100% of contract price and a 5% bid bond. Contractors are required to maintain comprehensive insurance including commercial general liability, automobile coverage, workers' compensation, and builder's risk with specified minimum coverage limits. Standard specifications follow Florida Department of Transportation (FDOT) design standards and Santa Rosa County standards, with optional materials tabulation provided for pipe selections including HDPE and reinforced concrete pipe (RCP) in multiple classes. The project is funded through county resources and involves coordination with environmental permits from the Florida Department of Environmental Protection (FDEP), Northwest Florida Water Management District (NWFWMD), and Santa Rosa County. Santa Rosa County does not discriminate in procurement and encourages participation from small businesses, minority and women-owned businesses, and disadvantaged business enterprises.
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DRAINAGE PLANS
NO.
SHEET
YEAR
FISCAL
SANTA ROSA COUNTY (58000)
PINE BLOSSOM
EXPRESSWAY
T U
R N P
IK
E
PENSACOLA FORT WALTON
BEACH
PANAMA
CITY
CHIPLEY
TALLAHASSEE
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA DAYTONA BEACH
DELAND
NEW PORT RICHEY
TAMPA
LAKELAND
MELBOURNE -
COCOA
ORLANDO
BARTOWST PETERSBURG
SARASOTA -
BRADENTON
FT PIERCE
FT MYERS
WEST PALM
BEACH
FT LAUDERDALE
MIAMI
NAPLES
KEY WEST
CITY
LAKE
F
LO
R
ID
A 'S
BEACH LINE
CONTRACT NO.
CONSTRUCTION
SHEET DESCRIPTIONSHEET NO.
JOHN J. STUDSTILL, P.E.
PROJECT MANAGER:
SANTA ROSA COUNTY
GOVERNING STANDARD SPECIFICATIONS:
ENGINEER OF RECORD:
ROADWAY PLANS
http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:
Florida Department of Transportation, JULY 2023 Standard Specifications
GOVERNING STANDARD PLANS:
LOCATION OF PROJECT
SANTA ROSA COUNTY
APPLICABLE IRs: IR___-___-__ following website: http://www.fdot.gov/design/standardplans
Standard Plans for Road Construction and associated IRs are available at the
Bridge Construction and applicable Interim Revisions (IRs).
Florida Department of Transportation, FY2023-24 Standard Plans for Road and
DRAINAGE IMPROVEMENTS
VENDOR NO.:
CONTRACT NO.: 11-006
MAITLAND, FL 32751
2300 MAITLAND CENTER PARKWAY, SUITE 320
VOLKERT, INC.
P.E. NO.: 84335
JAIRO E. RODRIGUEZ, P.E.
END PROJECT
CL_BLPINE
STA. 6+80.00
BEGIN PROJECT
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INDEX OF DRAINAGE PLANS
SANTA ROSA COUNTY STANDARDS- LATEST EDITION
SANTA ROSA COUNTY STANDARDS- LATEST EDITION
TEMPORARY TRAFFIC CONTROL PLANS
STORMWATER POLLUTION PREVENTION PLANS
CROSS SECTIONS
DRIVEWAY DETAILS
DRAINAGE STRUCTURE DETAILS
DRAINAGE STRUCTURE SHEETS
PLAN/PROFILE SHEET
GENERAL NOTES
SUMMARY OF PAY ITEMS
SUMMARY OF QUANTITIES
SUMMARY OF DRAINAGE STRUCTURES
OPTIONAL MATERIALS TABULATION
TYPICAL SECTIONS
DRAINAGE MAP
KEY SHEET
STATE OF
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2.
1.
1.
0.
0.
1.
1.
1.4
2.
2.
1.
1.
1.
1.
1.
162.39
1.
2.
1.
1.
2.
2.
1.
2.
2.
1.
1.
1.
1.
1.
1.
1.
1.
2.
1.
1.
2.
2.
2.
2.
1.
1.
2.
2.
2.
2.
2.
1.
1.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
3.
2.
2.
2.
1.
1.
2.
2.
2.
74 16 2.
2.
2.
3.
3.
3.
3.
2.
2.
1.
1.
2.
2.
3.
3.
3.
11 16 3.
03 16 3.
2.
2.
2.
2.
3.
3.
3.
3.
3.
3.
3.
1.
2.
2.
3.
2.
2.
2.
3.
3.
3.
3.
3.
3.
3.
3.
2.
2.
3.
3.
3.
2.
2.
3.
3.
2.
3.
3.
2.
3.
3.
3.
4.
3.
3.
3.
3.
3.
3.
3.
4.
2.
2.
3.
4.
4.
3.
89 16
2.
3.
4.
3.
4.
3.
3.
3.
3.
4.
3.
3.
3.
3.
2.
4.
3.
90 16 3.
3.
3.
73 163.97
164.05
164.35 164.12
3.
164.21
4.
4.5
4.
4.
164.09
3.
4.
164.40
3.
3.
3.
3.
4.
3.
62 16 3.
3.
3.
3.
3.
4.
3.
3.
3.
3.
163.84
3.
3.
3.
4.
4.
3.
3.
2.
2.
4.
4.
3.
3.
3.
3.
4.
4.
4.
4.
3.
3.
3.
4.
4.
4.
3.
2.
2.
4.
3.
4.
4.
4.
4.
3.
3.
4.
4.
4.
3.
4.
4.
4.
3.
4.
4.
3.
3.
164.20
4.
164.06
4.
4.
4.
4.
4.
3.
3.
3.
4.
4.
4.
3.
3.
164.06
4.
4.
4.
4.
4.
4.
5.
4.
4.
3.
4.
4.
4.
4.
4.
4.
4.
4.
5.
4.
4.
3.
4.
4.
4.
4.
3.
4.
5.
5.
5.
5.
5.
5.
4.
4.
5.
5.
5.
5.
5.
4.
4.
5.
5.
5.
5.
4.
4.
4.
6.
5.
5.
5.
5.
6.
5.
5.
5.
4.
4.
4.
5.
5.
6.
5.
5.
5.
4.
4.
164.40
6.
5.
5.
5.
36 16
5.
54 16
6.
08 16
6.
6.
6.
6.
6.
5.
5.
5.
6.
14 16 6.
6.
24 16 6.
31 16 6.
166.35
6.
6.
6.
36 16 6.
6.
5.
5.
5.
5.
5.
6.
6.
6.
6.
5.
5.
4.
4.
5.
5.
5.
5.
5.
5.
5.
5.
5.
4.
4.
4.
5.
5.
5.
6.
6.
6.
6.
5.
6.
5.
5.
5.
5.
5.
5.
3.
3.
4.
5.
5.
5.
5.
5.
5.
5.
4.
5.
5.
4.
4.
5.
4.
4.
4.
4.
4.
4.
66 16 4.
4.
4.
4.
4.
4.
4.
3.
4.
4.
4.
4.
4.
3.
3.
4.
4.
4.
3.
4.
4.
4.
3.
3.
3.
4.
3.
3.
4.
3.
3.
4.
3.
2.
2.
3.
3.
3.
3.
3.
3.
2.
3.
2.
2.
3.
3.
3.
3.
3.
2.
2.
3.
2.
1.
2.
2.
3.
2.
2.
2.
2.
2.
2.
161.09
161.12
0.
160.35
162.37
162.31
2.
2.
2.
2.
1.
1.
1.
1.
1.
1.
1.
2.5
2.
1.
1.
2.
2.
45162.65 16 2.
1.
0.
1.
1.
1.
2.
63 16 1.
161.32
1.
1.
1.
161.05
1.
1.
2.
2.
160.95
162.7816 3.
2.
2.
2.
1.
0.
1.
1.
1.
1.
1.
2.
1.
1.
0.
0.
2.
3.
3.
3.
2.
2.
1.
1.
161.64
161.72
161.66
1.
2.
2.
59162.7016 3.
2.
2.
2.
0.
0.
1.
0.
2.
2.
1.
162.01
1.
1.
1.
1.
1.
1.
2.
2.
2.
2.
2.
0.
0.
1.
0.
1.
1.
79 16 2.
0.
2.
2.
2.
2.
162.04
2.
2.
2.
2.
2.
2.
1.
1.
0.
0.
1.
2.
2.
2.
2.
1.
1.
1.
2.
2.
2.
2.
2.
2.
2.
0.
0.
1.
0.
1.
1.
0.
2.
2.
2.
2.
2.
2.
2.
1.
1.
1.
1.
2.
2.
2.
2.
2.
2.
2.
0.
1.
1.
1.
1.
1.
2.
2.
2.
2.
2.
2.
2.
2.
1.
1.
1.
1.
1.
1.
161.65
1.
1.
1.
2.
07 16 1.
2.
162.01 161.62 161.68
1.
1.
2.
2.
2.
2.
3.
2.
2.
2.
2.
2.
2.
2.
2.
1.
1.
1.
2.
2.
2.
2.
2.
2.
1.
1.
1.
2.
2.
2.
3.
2.
2.
2.
2.
2.
2.
1.
2.
2.
1.
1.
2.
1.
2.
2.
2.
2.
2.
2.
2.
1.
2.
2.
2.
2.
1.
1.
2.
2.
2.
3.
2.
2.
2.
2.
2.
2.
3.
2.
2.
2.
0.
0.
1.
1.
0.
0.
2.
2.
2.
3.
2.
2.
0.
0.
2.
2.
1.
1.
3.
2.
2.
2.
1.
1.
1.
1.
1.
1.
2.
2.
3.
2.
2.
1.
1.
1.
1.
2.
2.
3.
2.
2.
1.
1.
1.
1.
1.
0.
2.
2.
3.
2.
162.81
162.82
2.
1.
1.
1.
2.
2.
2.
2.
2.
162.21
1.
1.
1.
2.
2.
2.
2.
1.
1.
2.
162.54
2.
2.
2.
2.
2.
2.
1.
1.
1.
1.
2.
2.
3.
2.
2.
2.
1.
1.
1.
2.
3.
2.
2.
3.
2.
2.
2.
1.
1.
1.
3.
2.
1.
2.
2.
3.
3.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
2.
1.
83 161.40
1.
1.
2.
2.
3.
3.
3.
3.
2.
2.
1.
2.
2.
1.
1.
2.
2.
2.
1.
1.
162.36
2.
2.
2.
3.
3.
3.
2.
1.
1.
1.
93 16 1.
3.
2.
86 16 2.
2.
2.
162.29
2.
48 162.04
2.
2.
2.
2.
2.
2.
2.
2.
2.
1.
1.
3.
3.
2.
2.
2.
0.
1.
2.
2.
2.
2.
2.
0.
0.
2.
2.
1.
1.
2.
2.
2.
1.
2.
2.
1.
2.
2.
2.
2.
1.
2.
2.
2.
3.
2.
2.
2.
2.
0.
0.
2.
2.
2.
2.
2.
2.
1.
1.
0.
0.
2.
2.
2.
3.
2.
2.
2.
1.
1.
1.
2.
2.
2.
2.
2.
3.
2.
2.
2.
2.
2.
1.
0.
2.
2.
2.
2.
2.
162.57162.63
2.
2.
2.
2.
0.
0.
1.
2.
2.
2.
2.
2.
2.
2.
162.35
162.17
161.16
162.29
162.21
2.
162.44
160.91
0.
0.
0.
1.
0.
1.
2.
162.23
2.
2.
2.
2.
2.
2.
1.
1.
2.
3.
3.
2.
2.
40162.20
160.46
161.85162.22
162.56
162.42
162.37
161.85
161.84
162.50
162.09
161.30 161.17
162.01
2.
1.
1.
1.
2.
2.
30162.38
2.
162.76
162.21
161.35
161.94
162.19
162.37
162.88
162.59
162.35
162.49
162.91
163.18
162.98
163.34
163.10
163.06
163.64
163.54163.73
163.83
163.51163.79
164.20
163.93
164.24
164.59
164.15
164.47
164.92
164.26
164.41
164.71
164.63
S164.73
164.62
164.90
164.69
164.41164.53
164.95
165.11
165.16
164.92
164.62
164.50
164.80
165.25164.80
164.79
164.64
164.77
164.57
164.44
164.25
163.81
164.50
163.88 163.83
163.83
163.88
164.50
164.40
164.58
164.33164.46164.52
164.55164.58
164.50
164.60
164.89
164.56
164.52164.72
164.45
164.59
164.74
164.81
164.65
164.54
164.48
164.58
164.64
164.49
164.57
164.55
164.45
164.43
164.31
164.14
164.39
164.45
164.24
164.04
163.71163.23
163.74
164.15
S163.82
163.60
163.33
163.37
163.52
163.61
162.94
162.99
162.89162.93
162.38
162.34
162.20
161.83
161.89
161.96 161.97
161.99
161.88
161.33
161.26
161.30
160.85
160.70
160.86
160.96
160.12
160.42
160.22
159.71
159.73
159.59
159.00
159.14
158.94158.68
158.43
158.35
S
157.77
158.01
158.10
157.49
157.41
157.73
157.15
157.11
157.24
156.81
156.89
156.68
157.17
156.79
156.82
156.67156.60
S
157.18156.96156.59
155.45 155.97 155.98
154.98154.76154.82
154.72
153.00 153.84 154.16
153.61152.74152.40
152.03
152.06
152.72
153.37 153.65
153.23
153.62
153.90 153.88
153.69153.22
152.8915 2.8
153.20
152.78 152.05
152.06
152.85
152.3315 2.1
152.13
164.38 164.18
164.21 164.18
4.
163.95 163.54
163.57
162.79
162.55
162.65
162.89
164.43
164.30
164.37 164.13
163.16
164.69
162.47
162.43
162.96
164.24
164.19
164.29
162.21
162.53 162.48
162.53
162.28
162.52
162.20
162.21
161.82
160.83
160.51 160.16
160.29
151.96 152.17
152.06
157.19
157.10
152.26
2.
2.
2.
2.
2.
3.
2.
2.
0.
0.
2.
2.
2.
162.47 16 2.
2.
2.
2.
2.
40162.46
1.
1.
2.
2.
2.
2.
2.
2.
2.
2.
1.
1.
1.
1.
3.
2.
1.
2.
2.
2.
2.
3.
3.
3.
1.
1.
2.
2.
1.
1.
2.
2.
3.
3.
10162.71
162.75
162.73 162.73
3.
3.
162.67
162.27161.71
1.
162.83
3.
3.
2.
2.
3.
3.
2.
2.
3.
3.
3.
3.
162.87
3.
3.
2.
162.94
162.90
162.21
161.75
INV=161.43'
INV=161.12'
S E
C
TI
O N
T-
N
R
W S
E C
TI
O
N
T-
N
R
W
CP
TO
P=
1.
IN
V=
1.
IN
V=
9.
CP
P
6"
CPP
INV=153
.32
42" CP
INV=151.36'
S E
C
TI
O N
T-
N
R
W S
E C
TI
O
N
T-
N
R
W
S E
C
TI
T-
N
R
W S
E C
TI
O
N
T-
N
R
W
S E
C
TI
O N
T-
N
R
W S
E C
TI
O
N
T-
N
R
W
S E
C
TI
O N
T-
N
R
W S
E C
TI
O
N
T-
N
R
W
S E
C
TI
T-
N
R
W S
E C
TI
T-
N
R
W
TR
A
V E
R
E
°4
'0
.5
IN
V=
1.
TO
P=
2.
S E
C
TI
O N
T-
N
R
W S
E C
TI
T-
N
R
W
S E
C
TI
T-
N
R
W S
E C
TI
O
N
T-
N
R
W
S E
C
TI
T-
N
R
W S
E C
TI
T-
N
R
W
S E
C
TI
T-
N
R
W
S E
C
TI
T-
N
R
W
S E
C
TI
T-
N
R
W S
E C
TI
T-
N
R
W
INV=154.98'
S
°1
'3
.0
N
°4
'1
.1
TR
A
V E
R
E
BM
EL
EV
7.
WETLAND AREA ELEVATIONS
AND CONTOURS SUBJECT TO
CHANGE DUE TO RAINFALL
IN
V=
0.
"x
CM
P
IN
V=
1.
INV=147.28'
"x
CM
P
INV=146.80'
"x
CM
P
INV=148.00'
INV=147.10'
18"x27" CMPINV=143.34' INV=144.51'
INV=135.
49'
18" CMP
INV=135.
IN
V=
7.
"x
CM
P
IN
V=
8.
INV
=1
.97
INV=148.10'
#5170
#6879
#ILLEGIBLE
EAGLE LANE 50' R/W
(PUBLIC)
P A
R L
A N
E
R /W
(F O
R M
E R
L Y C
O U
N T
R Y C
L U
B D
R
IV
E S
O U
T H P
U B
L
IC
N O
R
A
1"
N O
R
A
1"
WETLANDS JURISDICTIONAL LINE
WETLANDS JURISDICTIONAL LINE
N
°4
'1
.1
TR
A
V E
R
E
B
A
B
A
UPLANDS
UPLANDS
UPLANDS
UPLANDS
WETLANDS
(F O
R M
E R
L Y C
O U
N T
R Y C
L U
B D
R
IV
E S
O U
T H P
U B
L
IC
P A
R L
A N
E
R /W
RIP RAP
RIP RAP
POND
POND
.0
.0
EASE
M
ENT
DRAI
NAGE
EASEMENT
15' DRAINAGE
EASEMENT
15' DRAINAGE
4.22'
N 84°40'30" E
O.R. 365, PAGE 404
EASEMENT
30' DRAINAGE
15' 15'
"x
CM
P
100 110
P O
T
S
T A
.4
P O
T
S
T A
.0
POT STA. 602+70.00
POT STA. 600+00.00
2300 MAITLAND CENTER PARKWAY
SUITE 320
JAIRO A. RODRIGUEZ, P.E.
P.E. LICENSE NUMBER 84355
VOLKERT, INC.
MAILAND, FL 32751
Z:\Projects\Pine Blossom Drainage Study\SRC_TO#1_PB Drainage Study\01 CADD\drainage\DRMPRD00_PRE.dgnrobert.sangster 3/1/2024 9:02:05 AM Default
SANTA ROSA
ROAD NO. COUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
SANTA ROSA COUNTY
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
RD
BLOSSOM
PINE
LEGEND
E-1XX
E-01
N
Feet
0 200
S08/ T2N/ R28W
S17/ T2N/ R28W
S07/ T2N/ R28W
S18/ T2N/ R28W
S
T
N
R
W
S
T
N
R
W
S07/ T2N/ R28W
S18/ T2N/ R28W
S06/ T2N/ R28W
S07/ T2N/ R28W
S08/ T2N/ R28W
S05/ T2N/ R28W
SMB-0180
SMB-0410 (SWALE NORTH)
SMB-0440
SMB-0430 (SWALE SOUTH)
SMB-
(H
H
EAS
T)
SMB-0380
SMB-0370
EAGLE DRIVE
P A
R
L
A N
E
ORIOLE ST.
WATERSHED
READER CREEK
WATERSHED
BLACKWATER
L-0700W
162.2'
SWALE WEIR
162.5'
L-0700W
PIPE
SWALE SOUTH
L-0590W &
161.6'
171.2'
SWALE OUTFALL
OUTFALL DITCH
SMB-0460
HAPPY HOLLOW WEST BASIN
SMB-0290
SMB-0280
SMB-0400
SMB-0470
SMB-0270
SMB-0260
SMB-0250
SMB-0240
POND
POND
DEPRESSION AREA
West Pond
Happy Hollow
CD-1
CD-2E-02
E-03
E-04
E-05
E-06
E-07
E-08
E-09
E-10 E-11
E-12
E-13E-14
E-15
E-16
SMB-0220
TRENCH
24" CPP 2x 18" CPP
18" CMP
24" CMP
24" CMP
24" CMP
24" CMP
24" CMP
24" CMP
42" CPP
TRENCH
36" CPP
36" CPP
42" CPP
42" CPP
42" CPP
42" CPP42" CPP
42" CPP
42" CPP
FLOW LINES
BASIN DELINEATION
EXISTING DRNG. STR
STORMWATER MANAGEMENT BASIN SMB-XX
¡ CONST. PAR LN
¡ CONST. OUTFALL
¡ CONST. BOGEY LN.
FAIRWAY DR.
B I R
D I E
L
N
P U
T T
E R
L
N
P R
O
L
N
EAGLE DR.
¡ CONST.
¡ CONST. PINE BLOSSOM RD.
¡ CONST. HAPPY HOLLOW RD.
DRAINAGE MAP PRE
101 102 103 104 105 106
2300 MAITLAND CENTER PARKWAY
SUITE 320
JAIRO A. RODRIGUEZ, P.E.
P.E. LICENSE NUMBER 84355
VOLKERT, INC.
MAILAND, FL 32751
Z:\Projects\Pine Blossom Drainage Study\SRC_TO#1_PB Drainage Study\01 CADD\drainage\DRMPRD00_POST.dgnrobert.sangster 3/1/2024 8:56:56 AM Default
SANTA ROSA
ROAD NO. COUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
RD
BLOSSOM
PINE
N
LEGEND
S-1XX
S05/ T2N/ R28W
S08/ T2N/ R28W
S07/ T2N/ R28W
S06/ T2N/ R28W
S08/ T2N/ R28W
S17/ T2N/ R28W
S07/ T2N/ R28W
S18/ T2N/ R28W
S
T
N
R
W
S
T
N
R
W
E1
Feet
0 200
161.6'
162.2'
162.5'
162'
EXIST. POND
READER CREEK
EXIST. POND
ORIOLE ST.
WBID 276
WBID 276
171.2'
HH WEST OUTFALL WEIR
L-0700W
SWALE WEIR
SWALE OUTFALL
PIPE
SWALE SOUTH
L-0590W &
WATERSHED
READER CREEK
WATERSHED
BLACKWATER
R/W LINE
S-117
S-118
S-119
S-120
S-15A
S-121
OS-100
S-122
S-116
S-110C
S-110B
S-109C
S-109B
S-109
S-108
S-107
S-106
S-105
S-104A
S-104
CD-3
S-113A
S-113
S-112
S-111A
S-111
0S-111
S-111B
S-110A
S-110
S-109A
S-103
S-102
CD-1
S-100A
CD-2
SMB-0400
SMB-0290
SMB-0470
SMB-xx
SMB-0280
SMB-0480
SMB-0560
SMB-0270
SMB-0490
SMB-0260
EASEMENT LINE
R/W LINE
FLOW PATTERN LINES
BASIN DELINEATION
PROPOSED DRNG. STR.
EXIST. DRNG. STR.
STORMWATER MANAGEMENT BASIN
SMB-0180
SMB-0240
SMB-0250
SMB-0460
SMB-0410 (SWALE NORTH)
SMB-0440
SMB-0430 (SWALE SOUTH)
HH WEST BASIN
SMB-
(H
H
EAS
T)
SMB-0380
SMB-0370
SMB-113A
SMB-113
SMB-112
SMB-111B
48" Pipe
P-114
36" Pipe
42" Pipe
48" Pipe
60" Pipe
60" Pipe
60" Pipe
66" Pipe
66" Pipe
66" Pipe
66" Pipe
66" Pipe
18" Pipe
66" Pipe
66" Pipe
24" Pipe
24" Pipe
24" Pipe
42" Pipe
42" Pipe
42" Pipe
42" Pipe
42" Pipe 66" Pipe
66" Pipe
66" Pipe
66" Pipe
66" Pipe
66" Pipe 66" Pipe
42" Pipe
66" Pipe
42" Pipe
66" Pipe
66" Pipe
66" Pipe
66" Pipe
66" Pipe
66" Pipe
24" Pipe
S-114
S-115
SMB-110B
SMB-109B
S-101
PAR
OUTFALL DITCH
SD-1
12" x 18" Pipe
SD-2
12" x 18" Pipe
SD-3
12" x 18" Pipe
SD-5
SD-4
12" x 18" Pipe
12" x 18" Pipe
¡ CONST. PINE BLOSSOM RD.
¡ CONST. HAPPY HOLLOW RD.
P U
T T
E R
L
N
P R
O
L
N B I R
D I E
L
N
FAIRWAY DR.
¡ CONST. BOGEY LN.
¡ CONST. EAGLE DR.
¡ CONST. PAR LN.
S-15
S-10
E-OS-100
¡ CONST. OUTFALL
DRAINAGE MAP POST
Z:\Projects\Pine Blossom Drainage Study\SRC_TO#1_PB Drainage Study\01 CADD\roadway\TYPSRDDrain01.dgnlana.lawrence 3/4/2024 1:03:22 PM Default
ROAD NO. COUNTY
DATE DESCRIPTION
REVISIONS
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
2300 MAITLAND CENTER PARKWAY
SUITE 320
JAIRO A. RODRIGUEZ, P.E.
P.E. LICENSE NUMBER 84355
VOLKERT, INC.
MAILAND, FL 32751 RD
BLOSSOM
PINE
SANTA ROSA
NO.
SHEET
SANTA ROSA COUNTY
EXIST. R/W LINE
NATURAL GROUND
STA. 100+00.00 TO STA. 140+10.26
HAPPY HOLLOW DRIVE
TYPICAL SECTION
EXIST. R/W LINE
� HH_CL
NATURAL GROUND
EXIST. TRAVEL LANES
19' (MIN.)
MIN.
9.0'
MIN.
9.0'
EXIST. CROWN LINE
(1.1' TO 2.3')
VARIES
(45.8' to 51.3')
R/W VARIES
0.02 MIN0.02 MIN
TYPICAL SECTION
(*) SEE CROSS SECTIONS FOR MINIMUM DITCH BOTTOM WIDTH
NOTES:
PROPOSED EASEMENT
PROPOSED EASEMENT
X' X'
1' MIN.
M I N
.7
1:2 (1:2 M
AX.)
1:4
(2' TO 6.0')
VARIES (*)
1' MIN.
M I N
.3
1:2
(1:3 MAX.)
1:4
(2' TO 6.0')
VARIES (*)
STA 105+55 TO STA 133+27
FROM
STA 104+40 TO STA 133+33
FROM
SOD
SHLDR.
4'-6'
SOD
SHLDR.
4'-6'
SOD SOD
Z:\Projects\Pine Blossom Drainage Study\SRC_TO#1_PB Drainage Study\01 CADD\roadway\TYPSRDDrain01.dgnlana.lawrence 3/4/2024 1:03:23 PM Default
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
2300 MAITLAND CENTER PARKWAY
SUITE 320
JAIRO A. RODRIGUEZ, P.E.
P.E. LICENSE NUMBER 84355
VOLKERT, INC.
MAILAND, FL 32751 RD
BLOSSOM
PINE
SANTA ROSA
NO.
SHEET
SANTA ROSA COUNTY
EXIST. R/W LINE EXIST. R/W LINE
1:6
0.06 0.06
NATURAL GROUND
NATURAL GROUND
STA. 6+80.00 TO STA. 40+80.00
PINE BLOSSOM ROAD
TYPICAL SECTION
� CL_BLPINE
EXIST. CROWN LINE
(0.0' TO 3.2')
VARIES
(9.0' MIN)
VARIES
0.02 MIN 0.02 MIN
R/W VARIES 67.5' TO 49.1'
(*) SEE CROSS SECTIONS FOR MINIMUM DITCH BOTTOM WIDTH
NOTES:
(9.75 MIN.)
VARIES
TRAVEL LANES
VARIES (19.5' TO 22.9')
1' MIN.
M I N
.7
1:2 (1:4 M
AX.)
1:6
STA 24+40 TO STA 39+00
FROM
(2.0' TO 6.0')
VARIES (*)
TYPICAL SECTION
1' MAX.
(1:4 MAX.)
1:6
(0.0' TO 9.0')
VARIES (*)
M A
X 1:
M I N
.9
STA 7+40 TO STA 29+00
FROM
SOD
SHOULDER
6'
SOD
SHOULDER
6'
SOD
SOD
Z:\Projects\Pine Blossom Drainage Study\SRC_TO#1_PB Drainage Study\01 CADD\roadway\TYPSRDDrain01.dgnlana.lawrence 3/4/2024 1:03:23 PM Default
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
2300 MAITLAND CENTER PARKWAY
SUITE 320
JAIRO A. RODRIGUEZ, P.E.
P.E. LICENSE NUMBER 84355
VOLKERT, INC.
MAILAND, FL 32751 RD
BLOSSOM
PINE
SANTA ROSA
NO.
SHEET
SANTA ROSA COUNTY
EXIST. R/W LINE
NATURAL GROUND
EXIST. R/W LINE
EXIST. TRAVEL LANES
19'
9.5'9.5'
SHLDR.
5'
NATURAL GROUND
STA. 300+00.00 TO STA. 310+00.00
PAR LANE
TYPICAL SECTION
� CL_PARCL
R/W 50.00'
0.02 MIN0.02 MIN
EXIST. R/W LINE
NATURAL GROUND
EXIST. R/W LINE
NATURAL GROUND
EXIST. TRAVEL LANES
19' (MIN.)
MIN.
9.5'
MIN.
9.5'
EXIST. CROWN LINE
(1.1' TO 2.3')
VARIES
(45.8' to 51.3')
R/W VARIES
0.02 MIN0.02 MIN
1'
TYPICAL SECTION
(*) SEE CROSS SECTIONS FOR MINIMUM DITCH BOTTOM WIDTH
NOTES:
1' MIN.
M I N
.3
1:2 (1:4 M
AX.)
1:6
(0.0' TO 3.0')
VARIES (*)
1' MIN.
M I N
1'
(1:
M
AX)
1:4 1:4
0.05% SLOPE
4'
1' MIN.
1:2 1:4
M I N
1'
(4' TO 6')
VARIES (*)
(1:2 MAX.)
STA. 600+62 TO 602+62
BOGEY LN.
DITCH TYPICAL SECTION
STA. 500+32 TO 500+42
EAGLE DR.
DITCH TYPICAL SECTION
SOD
SHLDR.
5'
SOD SODSOD
2300 MAITLAND CENTER PARKWAY
SUITE 320
JAIRO A. RODRIGUEZ, P.E.
P.E. LICENSE NUMBER 84355
VOLKERT, INC.
MAILAND, FL 32751
Z:\Projects\Pine Blossom Drainage Study\SRC_TO#1_PB Drainage Study\01 CADD\drainage\DROMRD01.dgnrobert.sangster 2/29/2024 6:04:23 PM Default
SANTA ROSA
ROAD NO. COUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
RD
BLOSSOM
PINE
OPTIONAL MATERIALS
TABULATION
OPTIONAL MATERIALS SYSTEMS
STRUCTURE
(IN)
SIZE
MATERIAL PLOTTED
BUILT
AS
REMARKS
STORM DRAIN SYSTEMS:
ALL 18"-60" RCP CLASS II X
HDPE, CLASS II
(EXCEPT)
S-109C, S-110C 18", 24" RCP CLASS II X
ALL 66" PIPES 66" RCP, CLASS II X
(EXCEPT)
S-108, S-109, S-111, S-115 66" RCP, CLASS III X
S-116, S-117, S-118
S-120, S-121, S-122
SIDE DRAINS:
ALL 12"x18" ERCP, CLASS III X
JAIRO A. RODRIGUEZ, P.E.
P.E. LICENSE NUMBER 84355
VOLKERT, INC.
MAILAND, FL 32751
Z:\Projects\Pine Blossom Drainage Study\SRC_TO#1_PB Drainage Study\01 CADD\drainage\SUMDRD01.dgnrobert.sangster 2/29/2024 6:04:25 PM Default
SANTA ROSA
ROAD NO. COUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
RD
BLOSSOM
PINE
SUMMARY OF DRAINAGE
STRUCTURES
Q U
A N
T I T
Y
NO.
STR.
STATION
E
SID
DESCRIPTION
B A
R R
E L S
STORM DRAIN OPTIONAL MATERIAL MANHOLES
DITCH BOTTOM INLETS
S T
R U
C T
U R
E
D R
A I N
A G
E
E X I S
T I N
G
M O
D I F
Y
B C G
ROUND OTHER P-8 J-8 J-BOT MOD P-BOT J-BOT
18" 24" 36" 42" 48" 60" 66" 12" x 18"19" x 30"24" x 38"29" x 45"<10'<10'>10' >10' <10'<10'<10'>10'
P S-100A 104+50 LT INLET, PIPE @ 305 1
F
P S-101 101+41.1 LT INLET, PIPE @ 110 1
F
P S-102 7+08.00 LT MANHOLE, PIPE @ 26 1
F
P CD-1 105+55 RT
LT,
EW, PIPE, EW @ 72
F
P CD-2 133+27 RT
LT,
EW, PIPE, EW @ 68
F
P S-103 7+40 RT INLET, PIPE @ 356 1
F
P S-104 11+00 RT INLET, PIPE @ 148 1
F
P S-104A 12+52 RT INLET, PIPE @ 184 1
F
P S-105 14+40 RT INLET, PIPE @ 296 1
F
P S-106 17+40 RT INLET, PIPE @ 176 1
F
P S-107 19+20 RT INLET, PIPE @ 274 1
F
P S-108 22+00 RT MANHOLE, PIPE @ 293 1
F
P S-109 25+00 RT MANHOLE, PIPE @ 214 1
F
P S-109B 25+80 LT INLET, PIPE @ 137 1
F
P S-109A 27+20 RT INLET, PIPE @ 126 1
F
P S-109C 27+20 LT MANHOLE, PIPE @ 37 1
F
P S-110 28+50 RT INLET, PIPE @ 242 1
F
P S-110B 29+00 LT INLET, PIPE @ 196 1
F
P S-110A 31+00 RT MANHOLE, PIPE 1 268 1
F
P S-110C 31+00 LT MANHOLE, PIPE @ 29 1
F
P S-111B 32+40 LT INLET, PIPE @ 133 1
F
P S-111 33+79.8 RT INLET, PIPE @ 25 1
F
P S-111A 33+79.8 LT MANHOLE, PIPE @ 72 1
F
P OS-111 33+79.83 RT INLET, PIPE @ 24 1
F
P S-112 34+60 LT INLET, PIPE @ 236 1
F
P S-113 37+00 LT INLET, PIPE @ 146 1
F
P S-113A 38+50 LT INLET, PIPE @ 199 1
F
P S-10 40+53.04 LT INLET, PIPE, PIPE @ 4 16 1
F
P S-114 40+75 LT PIPE, MANHOLE, PIPE @ 4 248 1
F
P S-115 219+90 LT MANHOLE, PIPE @ 261 1
F
P S-116 217+25 LT MANHOLE, PIPE @ 411 1
F
P S-117 213+10 LT MANHOLE, PIPE @ 496 1
F
P S-118 208+10 LT MANHOLE, PIPE @ 496 1
F
SHEET TOTALS -
PLAN QUANTITY 174' 362' 305' 114' 50' 688' 4495' 68' 72' 1 2 8 2 1 3 5 9
FINAL QUANTITY
JAIRO A. RODRIGUEZ, P.E.
P.E. LICENSE NUMBER 84355
VOLKERT, INC.
MAILAND, FL 32751
Z:\Projects\Pine Blossom Drainage Study\SRC_TO#1_PB Drainage Study\01 CADD\drainage\SUMDRD01.dgnrobert.sangster 2/29/2024 6:04:26 PM Default
SANTA ROSA
ROAD NO. COUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
RD
BLOSSOM
PINE
SUMMARY OF DRAINAGE
STRUCTURES
Q U
A N
T I T
Y
NO.
STR.
STATION
E
SID
DESCRIPTION
B A
R R
E L S
SECTION
END
MITERED
SIDE DRAIN
STRAIGHT CONCRETE ENDWALL
DISP
ENRGY
BAFFLES
U-EW W/
R I P
R A
P
REMARKS
OTHER
12"x18" 29"x45" 24"x38" 19"x30" 66" TN
P S-100A 104+50 LT INLET, PIPE 1
F
P S-101 101+41.1 LT INLET, PIPE 1
F
P S-102 7+08.00 LT MANHOLE, PIPE 1 8' DIAM. J-BOT.
F
P CD-1 105+55 RT
LT,
EW, PIPE, EW 2 2 7.8 DOUBLE PIPE
F
P CD-2 133+27 RT
LT,
EW, PIPE, EW 2 2 7.8 DOUBLE PIPE
F
P S-103 7+40 RT INLET, PIPE 1 7'x5' J-BOT.
F
P S-104 11+00 RT INLET, PIPE 1 7'x5' J-BOT.
F
P S-104A 12+52 RT INLET, PIPE 1 7'x5' J-BOT.
F
P S-105 14+40 RT INLET, PIPE 1 8'x5' J-BOT.
F
P S-106 17+40 RT INLET, PIPE 1 8'x5' J-BOT.
F
P S-107 19+20 RT INLET, PIPE 1 8'x5' J-BOT.
F
P S-108 22+00 RT MANHOLE, PIPE 1 8' DIAM. J-BOT.
F
P S-109 25+00 RT MANHOLE, PIPE 1 8' DIAM. J-BOT.
F
P S-109B 25+80 LT INLET, PIPE 1
F
P S-109A 27+20 RT INLET, PIPE 1 8'x5' J-BOT.
F
P S-109C 27+20 LT MANHOLE, PIPE 1 3.5' DIAM. J-BOT.
F
P S-110 28+50 RT INLET, PIPE 1 8'x5' J-BOT.
F
P S-110B 29+00 LT INLET, PIPE 1
F
P S-110A 31+00 RT MANHOLE, PIPE 1 12' DIAM. J-BOT.
F
P S-110C 31+00 LT MANHOLE, PIPE 1 5' DIAM. J-BOT.
F
P S-111B 32+40 LT INLET, PIPE 1
F
P S-111 33+79.8 RT INLET, PIPE 1 10'x10' J-BOT.
F
P S-111A 33+79.8 LT MANHOLE, PIPE 1 12' DIAM. J-BOT.
F
P OS-111 33+79.83 RT INLET, PIPE 1
F
P S-112 34+60 LT INLET, PIPE 1 8'x5' J-BOT.
F
P S-113 37+00 LT INLET, PIPE 1 8'x5' J-BOT.
F
P S-113A 38+50 LT INLET, PIPE 1 8'x5' J-BOT.
F
P S-10 40+53.04 LT INLET, PIPE, PIPE 1,1 8'x5' J-BOT.
F
P S-114 40+75 LT PIPE, MANHOLE, PIPE 1,1 8'x8' J-BOT.
F
P S-115 219+90 LT MANHOLE, PIPE 1 8' DIAM. J-BOT.
F
P S-116 217+25 LT MANHOLE, PIPE 1 8' DIAM. J-BOT.
F
P S-117 213+10 LT MANHOLE, PIPE 1 8' DIAM. J-BOT.
F
P S-118 208+10 LT MANHOLE, PIPE 1 8' DIAM. J-BOT.
F
SHEET TOTALS -
PLAN QUANTITY 2 2 15.6
JAIRO A. RODRIGUEZ, P.E.
P.E. LICENSE NUMBER 84355
VOLKERT, INC.
MAILAND, FL 32751
Z:\Projects\Pine Blossom Drainage Study\SRC_TO#1_PB Drainage Study\01 CADD\drainage\SUMDRD01.dgnrobert.sangster 2/29/2024 6:04:25 PM Default
SANTA ROSA
ROAD NO. COUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
RD
BLOSSOM
PINE
SUMMARY OF DRAINAGE
STRUCTURES
Q U
A N
T I T
Y
NO.
STR.
STATION
E
SID
DESCRIPTION
B A
R R
E L S
STORM DRAIN OPTIONAL MATERIAL MANHOLES
DITCH BOTTOM INLETS
S T
R U
C T
U R
E
D R
A I N
A G
E
E X I S
T I N
G
M O
D I F
Y
B C G
ROUND OTHER P-8 J-8 J-BOT MOD P-BOT J-BOT
18" 24" 36" 42" 48" 60" 66" 12" x 18"19" x 30"24" x 38"29" x 45"<10'<10'>10' >10' <10'<10'<10'>10'
P S-119 203+10 LT MANHOLE, PIPE 1 283 1
F
P S-15 200+26.18 RT MANHOLE, PIPE 1 21 1
F
P S-15A 200+05 RT MANHOLE, PIPE 1 235 1
F
P S-120 200+20 LT MANHOLE, PIPE 1 289 1
F
P S-121 303+20 LT MANHOLE, PIPE 1 483 1
F
P CD-3 307+80 LT PIPE, EW 1 11
F
P S-122 308+10 LT MANHOLE, PIPE, U-EW 1 68 1
F
P E-16 302+48 LT INLET 1 1
F
P SD-1 9+25.80 RT MES, PIPE, MES 1 28
F
P SD-2 13+52 RT MES, PIPE, MES 1 29
F
P SD-3 15+09.30 RT MES, PIPE, MES 1 32
F
P SD-4 602+06.00 RT MES, PIPE, MES 1 32
F
P SD-5 503+71.00 LT MES, PIPE, MES 1 32
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
SHEET TOTALS -
PLAN QUANTITY 256' 1123' 153' 11' 1 5 1
JAIRO A. RODRIGUEZ, P.E.
P.E. LICENSE NUMBER 84355
VOLKERT, INC.
MAILAND, FL 32751
Z:\Projects\Pine Blossom Drainage Study\SRC_TO#1_PB Drainage Study\01 CADD\drainage\SUMDRD01.dgnrobert.sangster 2/29/2024 6:04:26 PM Default
SANTA ROSA
ROAD NO. COUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
RD
BLOSSOM
PINE
SUMMARY OF DRAINAGE
STRUCTURES
4.0
Q U
A N
T I T
Y
NO.
STR.
STATION
E
SID
DESCRIPTION
B A
R R
E L S
SECTION
END
MITERED
SIDE DRAIN
STRAIGHT CONCRETE ENDWALL ENDWALL
CONCRETE
STRAIGHT
DISP
ENRGY
BAFFLES
U-EW W/
R I P
R A
P
REMARKS
SINGLE
OTHER OTHER ROUND
12"x18" 29"x45" 24"x38" 19"x30" 24" 66" TN
P S-119 203+10 LT MANHOLE, PIPE 1 8' DIAM. J-BOT.
F
P S-15 200+26.18 RT MANHOLE, PIPE 1 4'x6' J-BOT.
F
P S-15A 200+05 RT MANHOLE, PIPE 1 6'x6' J-BOT.
F
P S-120 200+20 LT MANHOLE, PIPE 1 12' DIAM. J-BOT.
F
P S-121 303+20 LT MANHOLE, PIPE 1 11'x4' J-BOT.
F
P CD-3 307+80 LT PIPE, EW 1 1
F
P S-122 308+10 LT MANHOLE, PIPE, U-E 1 1 75
61.80 C.Y. OF SAND-CEMENTS
10'DIA. J-BOT.INCLUDE
F
P E-16 302+48 LT INLET 1
F
P SD-1 9+25.80 RT MES, PIPE, MES 1 2
F
P SD-2 13+52 RT MES, PIPE, MES 1 2
F
P SD-3 15+09.30 RT MES, PIPE, MES 1 2
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
P
F
SHEET TOTALS -
PLAN QUANTITY 10 1 1 79
FINAL QUANTITY
SD-4 RT MES, PIPE, MES 1 2
SD-5 LT MES, PIPE, MES 1 2
602+06.00
503+71.00
Z:\Projects\Pine Blossom Drainage Study\SRC_TO#1_PB Drainage Study\01 CADD\roadway\SUMQRD01.dgnlana.lawrence 3/4/2024 1:07:14 PM Default
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SUITE 320
JAIRO A. RODRIGUEZ, P.E.
P.E. LICENSE NUMBER 84355
VOLKERT, INC.
MAILAND, FL 32751 RD
BLOSSOM
PINE
SANTA ROSA
NO.
SHEET
SANTA ROSA COUNTY
SUMMARY OF QUANTITIES
SUMMARY OF EROSION AND SEDIMENT CONTROL DEVICES
LOCATION
SIDE
ID
AREA
COVERINGS
ARTIFICIAL
BASIN
SEDIMENT
CLEANOUT
BASIN
SEDIMENT
BARRIER
SEDIMENT
BARRIER
TURBIDITY
FLOATING
BARRIER
TURBIDITY
STAKED
DEVICE
PREVENTION
SOIL TRACKING
SYSTEM
PROTECTION
INLET
NOTES
DESIGN
REMARKS
CONSTRUCTION
STA. TO STA.
0104 1 0104 7 0104 9 0104 10 3 0104 11 0104 12 0104 15 0104 18
SY EA EA LF LF LF EA EA
P F P F P F P F P F P F P F P F
100+21.00 100+28.00 RT 1 HH_CL
100+29.00 133+68.00 RT 715.0 HH_CL
105+41.00 133+42.00 RT 84.0 HH_CL
100+21.00 104+58.00 LT 3 HH_CL
100+27.00 133+67.00 LT 818.0 HH_CL
131+75.00 132+48.00 LT 85.0 HH_CL
7+16.00 33+92.00 RT 2457.0 BLPINE CL
500+40.00 504+43.00 LT 403.0 EAGLE CL
600+22.00 601+50.00 RT 136.0 BOGEY CL
200+00.00 222+40.00 RT 793.0 DRNGEASMNT CL
200+29.00 222+43.00 LT 2225.0 DRNGEASMNT CL
300+05.00 308+34.00 LT 677.0 PARCL
300+33.00 302+51.00 RT 219.0 PARCL
400+34.00 400+83.00 RT/LT 1 OUTFALL CL
7+40.00 33+79.83 RT 19 BLPINE CL
6+68.76 43+52.82 LT 16 BLPINE CL
504+00.11 504+00.11 LT 1 EAGLE CL
601+77.44 601+77.44 RT 1 BOGEY CL
200+01.93 213+14.88 RT 5 DRNGEASMNT CL
200+16.19 217+27.33 LT 5 DRNGEASMNT CL
302+43.40 308+12.12 LT 4 PARCL
303+03.86 307+97.43 LT 95.0 PARCL
400+29.00 403+46.00 RT/LT 302.0 OUTFALL CL
303+11.30 303+20.53 LT 15.0 PARCL
33+71.73 33+91.80 RT 31.0 BLPINE CL
SUB-TOTAL: 8443.0 46.0 566.0 1 55
TOTAL: 8443 46 566 1 55
SUMMARY OF CLEARING AND GRUBBING & REMOVAL ITEMS
NO.
PAY ITEM
PAY ITEM DESCRIPTION
LOCATION
SIDE
ID
AREA
L E
N G
T H
W I
D T
H
(AC)
QUANTITY
(AC)
TOTAL
NOTES
DESIGN
REMARKS
CONSTRUCTION
STA. TO STA. P F P F
0110 1 1 CLEARING & GRUBBING 0.69
100+28.00 106+00.00 LT/RT 12885 VARIES VARIES 0.13 HAPPY HALLOW (WEST/CD-1)
131+40.00 133+60.50 LT/RT 12851 VARIES VARIES 0.07 HAPPY HALLOW (EAST/CD-2)
7+02.00 40+88.90 LT/RT VARIES VARIES VARIES 0.24 PINE BLOSSOM RD
300+05.00 308+95.00 LT 13310 VARIES VARIES 0.10 PAR LANE
500+08.00 504+42.00 LT VARIES VARIES VARIES 0.15 BOGEY LN & EAGLE DR
Z:\Projects\Pine Blossom Drainage Study\SRC_TO#1_PB Drainage Study\01 CADD\roadway\SUMQRD01.dgnrobert.sangster 3/1/2024 11:26:13 AM Default
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SUITE 320
JAIRO A. RODRIGUEZ, P.E.
P.E. LICENSE NUMBER 84355
VOLKERT, INC.
MAILAND, FL 32751 RD
BLOSSOM
PINE
SANTA ROSA
NO.
SHEET
SANTA ROSA COUNTY
SUMMARY OF QUANTITIES
SUMMARY OF MAILBOXES
STATION SIDE
QUANTITY
NOTES
DESIGN
REMARKS
CONSTRUCTION
0110 7 1
P F
9+50 RT 1 BL PINE CL
11+01 RT 1 BL PINE CL
13+25 RT 1 BL PINE CL
14+73 RT 1 BL PINE CL
18+42 RT 1 BL PINE CL
23+82 RT 1 BL PINE CL
27+72 RT 1 BL PINE CL
29+00 RT 1 BL PINE CL
29+79 LT 1 BL PINE CL
30+88 RT 7 BL PINE CL
32+54 LT 1 BL PINE CL
33+62 RT 1 BL PINE CL
40+05 LT 1 BL PINE CL
43+57 LT 1 BL PINE CL
602+24 RT 1 BOGEY CL
SUB-TOTAL: 21
TOTAL: 21
SUMMARY OF FENCING
NO.
PAY ITEM
DESCRIPTION
LOCATION
SIDE UNIT
QUANTITY TOTAL
NOTES
DESIGN
REMARKS
CONSTRUCTION
STA. TO STA.
P F P F
550-10-120 FENCING, TYPE A, 5.1'-6.0', STANDARD 329
104+39.00 105+88.00 LT LF 156.0 HAPPY HOLLOW DR - CD-1
105+22.00 106+00.00 RT LF 85.0 HAPPY HOLLOW DR - CD-1
133+00.00 133+45.20 LT LF 46.0 HAPPY HOLLOW DR - CD-2
133+19.00 133+43.70 RT LF 42.0 HAPPY HOLLOW DR - CD-2
550-10-118 FENCING, TYPE A, 0.0-5.0', STANDARD, 202
RESET EXIST. 8+83.00 9+12.70 RT LF 30.0 PINE BLOSSOM RD
9+50.00 9+91.00 RT LF 41.0 PINE BLOSSOM RD
10+38.00 10+68.90 RT LF 31.0 PINE BLOSSOM RD
15+50.00 16+49.20 RT LF 100.0 PINE BLOSSOM RD
550-10-230 FENCING, TYPE B, 6.1'-7.0', STANDARD 19
307+97.00 308+16.00 LT LF 19.0 PAR LANE
550-60-232 FENCE GATE, TYPE B, SLIDING/CANTILEVER, 308+16.00 308+28.00 LT EA 1.0 1 PAR LANE
6.1' - 12' OPENING
$FILE$$USER$ $DATE$ $TIME$ $MODELNAME$
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SUITE 320
JAIRO A. RODRIGUEZ, P.E.
P.E. LICENSE NUMBER 84355
VOLKERT, INC.
MAILAND, FL 32751 RD
BLOSSOM
PINE
SANTA ROSA
NO.
SHEET
SANTA ROSA COUNTY
SUMMARY OF QUANTITIES
SUMMARY OF PAVEMENT
NO.
PAY ITEM
PAY ITEM DESCRIPTION
LOCATION
SIDE
ID
AREA
L E
N G
T H
W I
D T
H
UNIT
QUANTITY TOTAL
NOTES
DESIGN
REMARKS
CONSTRUCTION
STA. TO STA. DESCRIPTION
P F P F
285-701 OPTIONAL BASE, BASE GROUP 1
DETAILS
SEE DRIVEWAY
(FOR DRIVEWAYS)
285-704 OPTIONAL BASE, BASE GROUP 4
(FOR EXIST. PAVED ROADS) 925
HAPPY HOLLOW DR. 105+39.58 TO 105+68.19 CD-1 29.0 22.0 SY 66.98
133+20.60 TO 133+35.43 CD-2 15.0 20.0 SY 32.96
PINE BLOSSOM ROAD 27+14.25 TO 27+25.75 S-109C PIPE RUN 12.0 21.0 SY 25.86
30+94.00 TO 31+06.00 S-110C PIPE RUN 12.0 22.0 SY 28.37
33+69.80 TO 33+89.80 S-111 PIPE RUN 20.0 23.0 SY 49.12
EAGLE DR. 302+63.83 TO 308+20.00 S-120 PIPE RUN 557.0 10.0 SY 721.28
334-1-12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B
DETAILS
SEE DRIVEWAY
(FOR DRIVEWAYS)
334-1-13 /2")
SUPERPAVE ASPHALTIC CONC, TRAFFIC C (1 1
(FOR EXIST. PAVED ROADS) 76.3
HAPPY HOLLOW DR. 105+39.58 TO 105+68.19 CD-1 29.0 22.0 TN 5.52
133+20.60 TO 133+35.43 CD-2 15.0 20.0 TN 2.72
PINE BLOSSOM ROAD 27+14.25 TO 27+25.75 S-109C PIPE RUN 12.0 21.0 TN 2.13
30+94.00 TO 31+06.00 S-110C PIPE RUN 12.0 22.0 TN 2.34
33+69.80 TO 33+89.80 S-111 PIPE RUN 20.0 23.0 TN 4.05
EAGLE DR. 302+63.83 TO 308+20.00 S-120 PIPE RUN 557.0 10.0 TN 59.51
SUMMARY OF EARTHWORK
NO.
PAY ITEM
PAY ITEM DESCRIPTION
CY
NOTES
DESIGN
REMARKS
CONSTRUCTION
P F
120-1 REGULAR EXCAVATION 237.00 HAPPY HOLLOW DR.
120-6 EMBANKMENT 57.00
120-1 REGULAR EXCAVATION 841.00 PINE BLOSSOM RD.
120-6 EMBANKMENT 77.00
120-1 REGULAR EXCAVATION 55.00 PAR LN.
120-6 EMBANKMENT 259.00
120-1 REGULAR EXCAVATION 361.00 BOGEY LN & EAGLE DR.
Z:\Projects\Pine Blossom Drainage Study\SRC_TO#1_PB Drainage Study\01 CADD\roadway\CESSRD01.dgnlana.lawrence 3/4/2024 1:01:43 PM Default
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2300 MAITLAND CENTER PARKWAY
SUITE 320
JAIRO A. RODRIGUEZ, P.E.
P.E. LICENSE NUMBER 84355
VOLKERT, INC.
MAILAND, FL 32751 RD
BLOSSOM
PINE
SANTA ROSA
NO.
SUMMARY OF PAY ITEMS
PAY ITEM DESCRIPTION UNIT
QUANTITY
PHASE III
104-10-3 SEDIMENT BARRIER LF 8443
104-11 FLOATING TURBIDITY BARRIER LF 46
104-12 STAKED TURBIDITY BARRIER-NYLON REINFORCED PVC LF 566
104-15 SOIL TRACKING PREVENTION DEVICE EA 1
104-18 INLET PROTECTION SYSTEM EA 55
110-1-1 CLEARING AND GRUBBING AC 0.69
110-7-1 MAILBOX, F&I SINGLE EA 21
120-1 REGULAR EXCAVATION CY 1494
120-6 EMBANKMENT CY 393
285-701 OPTIONAL BASE, BASE GROUP 01 SY 471
285-704 OPTIONAL BASE, BASE GROUP 04 SY 925
334-1-12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B TN 8.1
334-1-13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 76.3
400-0-11 CONCRETE CLASS NS, GRAVITY WALL INDEX 400-011 CY 32
415-1-6 REINFORCING STEEL - MISCELLANEOUS LB 304
425-1514 INLETS, DT BOT, TYPE B, J-BOT, >10' EA 2
425-1529 INLETS, DT BOT, TYPE C, MODIFY EA 1
425-1571 INLETS, DT BOT, TYPE G, <10' EA 3
425-1573 INLETS, DT BOT, TYPE G, J-BOT, <10' EA 5
425-1574 INLETS, DT BOT, TYPE G, J-BOT, >10' EA 9
425-2-61 MANHOLES, P-8, <10' EA 1
425-2-91 MANHOLES, J-8, <10' EA 3
425-2-92 MANHOLES, J-8, >10' EA 13
425-11- MODIFY EXISTING DRAINAGE STRUCTURE EA 1
430-174-215 PIPE CULVERT, OPTIONAL MATERIAL, OTHER SHAPE - ELLIP/ARCH 15" (12"x18") SD LF 153
430-175-118 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 18" S/CD LF 174
430-175-124 PIPE CULVERT, OPT MATL, ROUND, 24" S/CD LF 362
430-175-136 PIPE CULVERT, OPT MATL, ROUND, 36" S/CD LF 305
430-175-142 PIPE CULVERT, OPT MATL, ROUND, 42" S/CD LF 370
430-175-148 PIPE CULVERT, OPT MATL, ROUND, 48" S/CD LF 50
430-175-160 PIPE CULVERT, OPT MATL, ROUND, 60" S/CD LF 688
430-175-166 PIPE CULVERT, OPT MATL, ROUND, 66" S/CD LF 5618
430-175-224 PIPE CULVERT, OPT MATL, OTHER SHAPE - ELLIP/ARCH, 24" S/CD LF 11
430-175-230 PIPE CULVERT, OPT MATL, OTHER SHAPE - ELLIP/ARCH, 30" S/CD LF 68
430-175-236 PIPE CULVERT, OPT MATL, OTHER SHAPE - ELLIP/ARCH, 36" (24"x45") S/CD LF 72
430-524-201 STRAIGHT CONCRETE ENDWALLS, 19"X30" SINGLE, 0 DEGREES, ELLIPTICAL EA 1
430-530-202 STRAIGHT CONCRETE ENDWALLS, 24"X38" DBL, 0 DEGREES, ELLIPTICAL EA 2
430-536-202 STRAIGHT CONCRETE ENDWALLS, 29"X45" DBL, 0 DEGREES, ELLIPTICAL EA 2
430-630-966 U-TYPE CONCRETE ENDWALL - ENERGY DISSIPATOR 66" EA 1
430-984-623 MITERED END SECT, OPTIONAL - ELLIPTICAL / ARCH, 15" SD EA 10
524-1-4 CONCRETE DITCH PAVEMENT, NON-REINFORCED, 6" (SWK AND DRIVEWAYS) SY 536
524-1-2 CONCRETE DITCH PAVEMENT, NON-REINFORCED, 4" SY 122
530-3-4 RIPRAP, RUBBLE, F&I, DITCH LINING TN 94.6
530-1100 RIRAP- SAND-CEMENT, SAND-CEMENT BAGS CY 20.6
550-10-110 FENCING, TYPE B, 0.0-5.0', STANDARD LF 60
550-10-118 FENCING, TYPE A, 0.0-5.0', STANDARD EXIST. LF 202.0
550-10-120 FENCING, TYPE A, 5.1-6.0', STANDARD LF 329.0
550-10-230 FENCING, TYPE B, 6.1'-7.0', STANDARD LF 19.0
550-60-232 FENCE GATE, TYPE B, SLIDING/CANTILEVER, 6.1'-12 OPENING EA 1.0
570-1-2 PERFORMANCE TURF, SOD SY 19348
0102-1 MAINTANANCE OF TRAFFIC (10%) LS 1
Z:\Projects\Pine Blossom Drainage Study\SRC_TO#1_PB Drainage Study\01 CADD\roadway\GNNTRD01.dgnjr.rodriguez 3/1/2024 5:34:31 PM Default
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2300 MAITLAND CENTER PARKWAY
SUITE 320
JAIRO A. RODRIGUEZ, P.E.
P.E. LICENSE NUMBER 84355
VOLKERT, INC.
MAILAND, FL 32751 RD
BLOSSOM
PINE
SANTA ROSA
NO.
SHEET
PROJECT WORK HOURS:
GENERAL NOTES
SCHOOL IS IN SESSION.
2. LANE CLOSURES ARE PROHIBITED BETWEEN THE HOURS OF 6:00 AM AND 8:30 AM AND 2:00 PM AND 4:30 PM MONDAY TO FRIDAY WHILE
PROJECT WORK HOURS ARE RESTRICTED TO 7:00 AM TO 5:00 PM, SEVEN DAYS A WEEK. 1.
POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED.
INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED LOCATIONS/ELEVATIONS APPLY ONLY AT THE
8. THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vv, Vh, and Vvh) ARE BASED ON LIMITED
UTILITIES SHALL BE THE CONTRACTORS RESPONSIBILITY AT NO ADDITIONAL COST TO THE COUNTY.
SUPPORTING, REPAIRING, AND OTHER ACTIVITIES RESULTING FROM CONTRACTOR DAMAGE TO THE UTILITIES OR PROTECTION OF THE
EXISTING UTILITIES AS REQUIRED FOR THE INSTALLATION OF THE PROPOSED IMPROVEMENTS. ALL COSTS ASSOCIATED WITH PROTECTING, CONSTRUCTION AND SHALL MAINTAIN SUFFICIENT PROTECTION FOR ALL UTILITIES TO REMAIN. THE CONTRACTOR SHALL SUPPORT ALL
SHALL ASSUME RESPONSIBILITY FOR REPAIRS OF UTILITIES AND OTHER IMPROVEMENTS(SHOWN AND UN-SHOWN) DAMAGED DURING
7.THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER IMPROVEMENTS SHOWN AND NOT SHOWN ON THE PLANS. THE CONTRACTOR
DURING CONSTRUCTION.
6. ADEQUATE PROVISIONS SHALL BE MADE FOR THE FLOW OF SEWERS, DRAINS, WATER COURSES AND OTHER UTILITIES ENCOUNTERED
PAY ITEMS AND SHALL BE TO THE SATISFACTION OF UTILITY OWNERS.
5. UTILITIES TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. NECESSARY REPAIRS SHALL BE CONSIDERED INCIDENTAL TO OTHER
4. CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD TRANSMISSION LINES AND UNDERGROUND UTILITIES.
IF USING A CELL PHONE.
3. ALL CABLE DAMAGE MUST BE REPORTED TO THE ATT FLORIDA REPAIR SERVICE DEPARTMENT AT 611 FROM A LAND LINE OR 877-737-2478
(561) 683-2729
605 WEST GARDEN ST., PENSACOLA, FL 32501
TELEPHONE - AT&T/DISTRIBUTION,
(845) 551-0245
1613 NANTAHALA BEACH RD, GULF BREEZE, FL 32563
CATV - MEDIACOM SOUTHEAST LLC
(850) 983-5434
5438 ALABAMA ST, MILTON, FL 32570
NATURAL GAS - CITY OF MILTON,
(850) 623-4545
6837 FL-89, MILTON, FL 32570
WATER - POINT BAKER WATER SYSTEM INC.,
(800) 778-9140
GULF POWER, 1 ENERGY PL, PENSACOLA, FL 32520
ELECTRIC - FLORIDA POWER AND LIGHT-MILTON
KNOWN UTILITIES OWNERS INCLUDE:
AND/OR EXPOSE THEIR UTILITIES.
2. UTILITY OWNERS SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION SO THAT THE UTILITY OWNER CAN SPOT VERIFY
RESPONSIBLE FOR ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ALL UTILITIES.
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK IN EACH AREA. THE CONTRACTOR AGREES TO BE COMPLETELY
1. THE LOCATION SHOWN FOR EXISTING UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT
HISTORICAL RESOURCES.
ACTIVITIES SHOULD NOT RESUME WITHOUT VERBAL AND/OR WRITTEN AUTHORIZATION FROM THE THE DIVISION OF
ENVIRONMENTAL OFFICER AND FDEM STATE ENVIRONMENTAL LIAISON OFFICER FOR FURTHER GUIDANCE. PROJECT
HISTORICAL RESOURCES, THE STATE HISTORIC PRESERVATION OFFICER (SHPO) AND THE DSH/FEMA REGION IV
APPLICANT/RECIPIENT, OR OTHER DESIGNEE, SHOULD CONTACT THE FLORIDA DEPARTMENT OF STATE, DIVISION OF
ACTIVITIES INVOLVING SUBSURFACE DISTURBANCE IN THE IMMEDIATE VICINITY OF SUCH DISCOVERIES. THE
EARLY COLONIAL OR AMERICAN SETTLEMENT ARE ENCOUNTERED AT ANY TIME, THE PROJECT SHOULD CEASE ALL
IMPLEMENTS, OR ANY OTHER PHYSICAL REMAINS THAT COULD BE ASSOCIATED WITH NATIVE AMERICAN CULTURES, OR
30. IF ARCHAELOGICAL MATERIAL/PREHISTORIC ARTIFACTS SUCH AS POTTERY OR CERAMICS, STONE TOOLS OR METAL
REPLACE EXISTING BRICK MAILBOX WITH APPROVED PLASTIC BREAK AWAY MAILBOX.
COUNTY RIGHT OF WAY SHALL BE REMOVED AND PLACED ON THE PROPERTY LINE OF THE OWNER. CONTRACTOR SHALL
STANDARDS AND UNITED POSTAL REQUIREMENTS. ALL EXISTING BRICK MAILBOXES WITHIN LIMITS OF CONSTRUCTION OR
ACCORDANCE WITH POSTAL REQUIREMENTS AND IN ACCORDANCE WITH SANTA ROSA COUNTY STANDARDS, FDOT DESIGN
29. ALL EXISTING MAILBOXES INTERFERING WITH NEW CONSTRUCTION SHALL BE RELOCATED BY THE CONTRACTOR IN
THE PLANS OR NOT.
SHRUBS, FLOWER BEDS, OR OTHER EXISTING IMPROVEMENTS IMPACTED DURING CONSTRUCTION, WHETHER DEPICTED ON
28. THE CONTRACTOR IS TO REPLACE TO EXISTING CONDITION OR BETTER ANY FENCES, SPRINKLER SYSTEMS, TREES,
27. ALL TREES IN THE PROJECT AREA ARE TO REMAIN UNDAMAGED UNLESS OTHERWISE NOTED FOR REMOVAL.
NOTED.
26. ALL NEW CONCRETE FOR THE PROJECT WILL BE FDOT 3000 PSI N.S. CLASS (NON STRUCTURAL), UNLESS OTHERWISE
AREAS SHALL BE CLEARLY IDENTIFIED AND SECURED BY THE CONTRACTOR.
25. ALL MATERIALS AND CONSTRUCTION TO BE IN ACCORDANCE WITH THE PROJECT MANUAL. ALL MATERIALS STORAGE
BELOW GROUND, MAY BE ENCOUNTERED DURING THE COURSE OF CONSTRUCTION.
WITHIN THE PROJECT AREA, THE CONTRACTOR IS CAUTIONED THAT OTHER STRUCTURES AND UTILITIES, ABOVE OR
DOCUMENTS AND EXISTING CONDITIONS. THE DRAWINGS REPRESENT KNOWN STRUCTURES AND UTILITIES LOCATED
24. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONFLICTS BETWEEN THE CONTRACT
23. THE CONTRACTOR SHALL BE RESPONSIBLE TO SAFETY BARRICADE ALL EXCAVATIONS AND OTHER HAZARDS.
SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER AS DIRECTED BY THE ENGINEER.
PLANS. ANY ON-SITE OR OFFSITE AREAS THAT ARE DISTURBED THE EXISTING R/W OR EASEMENTS SHOWN ON THE
22. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT NO CONSTRUCTION ACTIVITIES TAKE PLACE OUTSIDE OF
ALL TIMES.
21. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONSTRUCTION PLANS AND ALL PERMITS ON THE JOB SITE AT
COMMENCEMENT OF CONSTRUCTION.UTILITY COMPANIES AND CONTRACTOR PRIOR TO THE
20. THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE COUNTY, ENGINEER OF RECORD, COMPENSATION WILL BE ALLOWED.
CONTRACTOR BY THE RELOCATION OF ANY UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA
ACCORDANCE WITH RESPECTIVE UTILITY COMPANY STANDARDS. ANY DELAY OR INCONVENIENCE CAUSED TO THE
ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE IN ATTENTION OF THE ENGINEER. ANY FEES
BY THE UTILITY. ANY UTILITIES THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL TO BROUGHT TO THE
LOCATION SHALL EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITIES, WHETHER SHOWN ON THE PLAN OR
ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF SAID UTILITY. THE CONTRACTOR
START OF ANY CONSTRUCTION ACTIVITIES TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE ANY REQUIRED
ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY. IT IS THE CONTRACTORS RESPONSIBILITY PRIOR TO THE
FROM THE BEST INFORMATION AVAILABLE AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE
19. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED
THE COUNTY WITH COPIES OF CERTIFIED TESTING REPORTS.
COMPLETED. THE CONTRACTOR SHALL BEAR ALL COSTS OF TESTING AND RETESTING AS REQUIRED AND SHALL PROVIDE
COMPACTION HAS BEEN ACHIEVED ON THE SUBGRADE, BASE AND ALL OTHER PERTINENT AREAS THAT HAVE BEEN
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE REQUIRED TESTING TO ENSURE THAT PROPER
IN THE CONTRACT DOCUMENTS FOR THE CONTRACTORS REFERENCE.
CONDITIONS PRIOR TO BIDDING ON THE PROJECT. A COPY OF THE GEOTECHNICAL REPORT, IF APPLICABLE, IS INCLUDED
17. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXISTING SITE CONDITIONS, INCLUDING SOIL
UPON COMPLETION OF THE WORK BY A REGISTERED LAND SURVEYOR IN THE STATE OF FLORIDA.
MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE REPLACED SURVEYING AND LAYOUT. ANY SURVEYING
16. ALL CONTRACTORS, COUNTY REPRESENTATIVES, AND UTILITY COMPANIES ARE RESPONSIBLE FOR THEIR RESPECTIVE
FOR IN THE UNIT COST OF THE MITERED END SECTION.
MITERED END SECTION. THEREFORE, ALL PIPE LENGTHS ASSOCIATED WITH MITERED END SECTIONS SHALL BE PAID
15. PIPE LENGTHS SHOWN IN THE PLANS DO NOT INCLUDE THE LENGTH OF PIPE THAT MUST BE INSTALLED WITH THE
MANAGER PRIOR TO INSTALLATION OF ANY SIGNING AND PAVEMENT MARKINGS.
ACCORDANCE WITH THE LATEST FDOT DESIGN STANDARDS. THE CONTRACTOR SHALL CONTACT THE COUNTY PROJECT
14. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE PLACED IN
EQUIPMENT OPERATED TAMPERS.
13. ALL COMPACTED FILL SHALL BE PLACED IN 4" LIFTS FOR HAND POWERED TAMPERS AND 8" LIFTS FOR HEAVY
THE PLAN SHEETS. COST OF SAID RESTORATION SHALL BE CONSIDERED INCIDENTAL TO OTHER PAY ITEMS.
12. VEGETATION ON R/W AND EASEMENTS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE NOTED ON
PLEASE CONTACT THE SANTA ROSA COUNTY SURVEYING DEPARTMENT.
11. IN THE EVENT THAT SURVEY MONUMENTATION OR REFERENCE POINTS ARE MISSING OR HAVE BEEN DESTROYED, COMPENSATION OR ASSISTANCE FROM THE COUNTY.
CONTRACTOR TO FACILITATE CONSTRUCTION SHALL BE ACQUIRED BY THE CONTRACTOR WITH NO ADDITIONAL
10. ONLY ACCESS TO THE ROAD R/W AS SHOWN IS GUARANTEED BY THE COUNTY. PRIVATE R/W REQUIRED BY THE
USE BY THE CONTRACTOR SHALL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE.
THE COUNTY ENGINEER OR DESIGNEE. ANY EXISTING SIGNS THAT ARE TO BE RELOCATED AND ARE DAMAGED BEYOND
OPERATIONS SHALL BE TAKEN DOWN AND STOCKPILED WITHIN THE R/W LIMITS BY THE CONTRACTOR AS DIRECTED BY
FACILITATION OF ACCESS BY EMERGENCY VEHICLES. ALL OTHER EXISTING SIGNS THAT CONFLICT WITH CONSTRUCTION
9. EXISTING STREET AND ROAD NAME SIGNS ON THE PROJECT SHALL BE KEPT VISIBLE AT ALL TIMES FOR THE
BY THE COUNTY ENGINEER OR DESIGNEE.
8. THE CONTRACTOR SHALL MATCH EXISTING CONDITIONS AT THE BEGINNING AND END OF CONSTRUCTION AS DIRECTED
ROOM 9202, SILVER SPRINGS, MARYLAND 20910, TELEPHONE NO. (301) 713-3242.
BOOKING AND APPROVAL, AND NOTIFY THE NATIONAL GEODETIC SURVEY INFORMATION CENTER AT 1315 EAST-WEST HWY., PROFESSIONAL SURVEYOR AND MAPPER USING GUIDELINES AS ESTABLISHED BY NATIONAL GEODETIC SURVEY FOR BLUE
REPLACEMENT OF THE MONUMENTS AND HAVE THE MONUMENTS POSITION DETERMINED BY A FLORIDA LICENSED
GPS NETWORK MONUMENTS ARE DISTURBED OR DESTROYED THE CONTRACTOR SHALL BE RESPONSIBLE FOR
OF CONSTRUCTION SHALL BE PROTECTED. IF A HARN/GPS NETWORK MONUMENTS OR BUREAU OF SURVEY AND MAPPING
HARN/GPS NETWORK MONUMENTS OR BUREAU OF SURVEY AND MAPPING GPS NETWORK MONUMENTS WITHIN THE LIMITS
REFERENCED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR DESIGNEE IMMEDIATELY. ANY ESCAMBIA COUNTY
PUBLIC OR PRIVATE CORNER MONUMENTATION IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY
AS NEEDED DURING CONSTRUCTION. ALL PUBLIC OR PRIVATE CORNER MONUMENTATION SHALL BE PROTECTED. IF A
7. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PRESERVE OR RELOCATE ALL BENCHMARKS (VERTICAL CONTROL)
BIDDING AND/OR CONSTRUCTION.
6. THE CONTRACTOR IS CAUTIONED TO VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE PROJECT PRIOR TO
WILL ASSIST CONTRACTOR WITH REQUIRED PERMITS.
5. ANY NECESSARY PERMITS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. SANTA ROSA COUNTY OR ITS DESIGNEE
STABILIZED AS TO REDUCE SEDIMENT RUNOFF, UNLESS OTHERWISE DIRECTED BY THE ENGINEER OR DESIGNEE.
THE PLANS. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ASSOCIATED DISTURBED AREAS ARE
OF FLORIDA EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEWER MANUAL, 2013 EDITION, OR AS INDICATED ON
RESULTING FROM INCREASED RUNOFF DURING CONSTRUCTION BY PROVIDING SILT FENCE AS REQUIRED BY THE STATE
4. THE CONTRACTOR SHALL TAKE STEPS NECESSARY TO PREVENT EROSION AND ANY OFF SITE SEDIMENT TRANSPORT
NAVD-88 MONUMENT WITHIN CONSTRUCTION LIMITS SHALL BE PROTECTED.
3. BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). ANY
THE SANTA ROSA COUNTY ENGINEER SHALL BE COMPLIED WITH IN EVERY DETAIL.
2. ALL CONDITIONS AND STIPULATIONS OF THE CONSTRUCTION PERMITS AND THE APPROVALS ISSUED BY THE FDOT AND
1. THE CONTRACTORS SHALL NOTIFY THE COUNTY PROJECT MANAGER 48 HOURS PRIOR TO CONSTRUCTION.
GENERAL NOTES
UTILITY NOTES:
IMPROVEMENTS.
THE ENGINEER OF RECORD AND SANTA ROSA COUNTY. ANY DEVIATION MAY RESULT IN DELAYS IN THE COUNTY'S ACCEPTANCE OF
24. NO DEVIATIONS OR REVISION FROM THE PLANS BY THE CONTRACTOR SHALL BE ALLOWED WITHOUT PRIOR APPROVAL FROM BOTH
FINAL INSPECTION.
23. ALL ASPECTS OF STORMWATER/DRAINAGE AND/OR TRANSPORTATION COMPONENTS SHALL BE COMPLETED PRIOR TO REQUESTING A
AS-BUILT CERTIFICATION IS REQUIRED PRIOR TO REQUEST FOR FINAL INSPECTION.
22. THE CONTRACTOR SHALL SCHEDULE WITH THE COUNTY INTERMEDIATE AND A FINAL INSPECTION UPON COMPLETION OF ALL WORK.
WORK. RECORD DRAWINGS SHALL BE PROVIDED TO THE ENGINEER PRIOR TO REQUESTING A FINAL INSPECTION.
21. THE CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURING CONSTRUCTION WHICH SHOW "AS-BUILT" CONDITIONS OR ALL
SHIPMENT, OR INSTALLATION.
22. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO ORDER, SIGN-OFF FROM THE COUNTY AT NO ADDITIONAL COST TO THE COUNTY.
21. DAMAGE TO ANY EXISTING ROADS DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR PRIOR TO FINAL "AS-BUILT"
EXCEPTIONS TO MINIMUM STANDARDS PROVIDED HEREIN.
APPROVAL. WRITTEN APPROVAL BY THE ENGINEER OF RECORD SHALL BE NOTED ON A TRANSMITTAL WITH A STATEMENT OF NO
20. THE ENGINEER OF RECORD SHALL REVIEW AND APPROVE THE AS-BUILT PRIOR TO SUBMISSION TO THE COUNTY FOR FINAL
SPOT ELEVATIONS AND/OR CONTOURS SHOWING LOWEST LOT ELEVATIONS.
ALL PONDS, SWALES, CLOSED AND OPEN CONVEYANCES. FOR FEMA LOMR SUBMITTALS ALSO PROVIDE: FINISHED FLOOR ELEVATIONS, INVERTS, SKIMMERS, DISCHARGE STRUCTURES AND INVERTS AND SLOT ELEVATIONS, TOP OF BANK, SLOPE OF BANK AND BOTTOM OF
CONVEYANCE SYSTEMS, EASEMENTS, ALONG WITH ALL ASSOCIATED M.E.S. STRUCTURES AND INVERTS, OUTFALL STRUCTURES AND
19. STORM WATER MANAGEMENT SYSTEM FEATURES INCLUDING DIMENSIONS OF: WET AND DRY SWALES, WET AND DRY PONDS, RELY UPON DEMARCATION SHOWN IN THE PLANS.
18. NEARBY WETLANDS AND OTHER ENVIRONMENTALLY SIGNIFICANT RESOURCES SHOULD BE CLEARLY LABELED. CONTRACTOR MAY
APPLICABLE.
17.ELEVATIONS AND LOCATION OF ANY FLOOD ZONES ALONG THE FLOOD HAZARD BOUNDARIES SHALL BE DELINEATED, WHEN
APPROVAL.
AND RIMS MUST BE SHOWN FOR ALL GRAVITY SEWER MANHOLES. SLOPES MUST BE SHOWN ON EACH RUN OF PIPE FOR REVIEW AND
16.INVERTS, GRATES, TOPS, RIMS MUST BE SHOWN FOR ALL STORM WATER DRAINAGE STRUCTURES. INVERTS (PIPES AND CLEANOUTS)
PROVIDED IN THE PLANS.
15.PROPERTY BOUNDARY MUST BE CLEARLY LABELED AND DIMENSIONED. CONTRACTOR MAY RELY UPON THE BOUNDARY INFORMATION
STREET NAMES MUST BE SHOWN IN ALL APPLICATIONS. ALL ITEMS MENTIONED ABOVE MUST BE FIELD LOCATED.
14.EDGE-OF-PAVEMENT, ROADS (ASPHALT SHADED), CURBS, DRIVEWAY CONNECTIONS, BUILDINGS, PARKING LOTS, RIGHT-OF-WAY, AND
LEGAL DESCRIPTION WRITTEN.
13.ALL PROPOSED UTILITY/INGRESS/EGRESS EASEMENTS MUST BE SHOWN ON THE DRAWING AND MUST HAVE THE ASSOCIATED
MATERIAL.
SURVEYED BOUNDARIES, AND EASEMENTS SHOULD BE CLEARLY MARKED, AND DIMENSIONED, AND IDENTIFIED BY…
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