24-8314_-_Exhibit_M_-_ROW_Plans_S&S_1.pdf
PDF 7 MB Posted
- Solicitation number
- 24-8314
- Issued by
- Collier County, Florida
About this file
This document is a Right-of-Way (ROW) Plans set prepared by Grady Minor Civil Engineers for Collier County's BCIRP Phase 2A Signalized Intersection project located at the intersection of Oil Well Road and Big Corkscrew Drive in Collier County, Florida. The comprehensive plan set encompasses a project length of 871 linear feet (0.165 miles) spanning from Station 80+47 to Station 182+00 and includes turn lane construction, intersection signalization, drainage improvements on the north side of the roadway within the ROW, and associated utility coordination. The project involves 17 detailed drawing sheets covering existing conditions, demolition and erosion control, site signing and marking, turn lane plans for both east and west approaches, typical cross sections, paving and drainage details, erosion control details, and utility details. Key utilities serving the site include potable water, sewer, electric, telephone, refuse collection, and cable services provided by Collier County Public Utilities Division, Florida Power & Light Company, and other municipal service providers. The plans incorporate FDOT Type 6 curb inlets, junction boxes with sumps, mitered end sections, and comprehensive drainage infrastructure with specific invert elevations and rim elevations documented throughout the corridor.
The ROW plans demonstrate full coordination of existing infrastructure including potable water mains (WM), raw sewage force mains (RS), gas lines (EX.GAS), electrical lines (EX.EL), and communications infrastructure (EX.COMM) across the project limits. The design includes detailed cross-sectional views showing roadway widening, sidewalk provisions, curb configurations, and utility placement relative to right-of-way boundaries. Erosion control measures specified include silt fence details, catch basin protection, curb inlet protection, and floating turbidity barriers in accordance with environmental standards. The plan set utilizes standard abbreviations and notation systems consistent with FDOT 2023 design standards and includes master site plans with location mapping relative to township and range coordinates (Section 13, Township 48 South, Range 27 East). All design work is certified by Q. Grady Minor and Associates, P.A., and bears appropriate certifications of authority for civil engineering, land surveying, and landscape architecture services in Florida.
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Prepared by:
GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects
Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380
G ra dy M in or
Big Corkscrew Island Regional Park Oil Well Road - Big Corkscrew Drive Intersection
Located in Collier County, Florida Section 13, Township 48 South, Range 27 East
B ig
C or ks cr ew I sl an d R eg io na l P ar k
O il
W el l R oa d
B ig
C or ks cr ew D riv e
In te rs ec tio n
R O
W
Location Map
LOCATION OF PROJECT
LENGTH OF PROJECT
STATION EQUATION (SE): 84+12.75=174+12.61 LINEAR FEET MILES
TOTAL LENGTH OF PROJECT
(STA 83+29 TO SE + SE TO STA 182+00) 871 0.165
PROJECT LENGTH IS BASED ON ROADWAY ℄
COMPONENTS OF CONTRACT PLAN SET
- TURN LANE PLANS (INCLUDING SIGNING AND MARKING)
- INTERSECTION SIGNALIZATION
- DRAINAGE IMPROVEMENTS (NORTH SIDE OF ROADWAY WITHIN R.O.W.)
BEGIN PROJECT
STA. 80+47
END PROJECT
STA. 182+00
MILE
Index of Sheets Dwg. No. Description
1 COVER SHEET AND INDEX OF DRAWINGS
2 MASTER SITE PLAN
3 GENERAL NOTES
4 EXISTING CONDITIONS PLAN
5 EXISTING CONDITIONS PLAN
6 DEMOLITION AND EROSION CONTROL PLAN & NOTES
7 DEMOLITION AND EROSION CONTROL PLAN
8 SITE, SIGNING AND MARKING PLAN & NOTES
9 SITE, SIGNING AND MARKING PLAN
10 TURN LANE PLAN WEST
11 TURN LANE PLAN EAST
12 INTERSECTION AT OIL WELL RD & BIG CORCKSCREW DR
13 TYPICAL CROSS SECTIONS -1
14 TYPICAL CROSS SECTIONS -2
15 PAVING AND DRAINAGE DETAILS
16 EROSION CONTROL DETAILS
17 UTILITY DETAILS
Collier County Board of County Commissioners
R
E
R
E
T
S
STA 82+70 to STA 179+20
STA 176+50 to STA 183+00
STA 82+70 to STA 179+20
STA 176+50 to STA 183+00
STA 82+70 to STA 179+20
STA 176+50 to STA 183+00
STA 82+70 to STA 179+20
STA 176+50 to STA 183+00
STA 177+61.99 = STA 1+01.40
FM
FM
FM
FM
FM
IQ
(F
IQ
(F
IQ
(F
W M
W M
W M
W M
W M
RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS
PW PW PW PW PWPW PW PW
RS RS RS RS
RS
RS
RS
PW
PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW
H
H
EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS
EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL
EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL
EX.EL
83+00 84+00 175+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00
EX.S-1004
EX.S-1005
EX.S-1008
EX.S-1006
EX.S-1007
OIL WELL RD
1007A
1007C
1007B 1004B
1004A
13 5
V
NECTARINE DR
(EXISTING)
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects
Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380
0 40 11x17 SCALE: 1" = 80'
24x36 SCALE: 1" = 40'
SHEET 11SHEET 10
SHEET 12
BIG CORKSCREW DR
(UNDER CONSTRUCTION)
GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects
Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380
GENERAL NOTESPAVING, GRADING & DRAINAGE
NOTES
UTILITY NOTES
UTILITIES SERVING THIS SITE
WATER SERVICE BY:
COLLIER COUNTY PUBLIC UTILITIES DIVISION
3301 E. TAMIAMI TRAIL, BLDG. H 3rd FLOOR
NAPLES, FL 34112
PHONE: 239.732.2575
SEWER SERVICE BY:
COLLIER COUNTY PUBLIC UTILITIES DIVISION
3301 E. TAMIAMI TRAIL, BLDG. H 3rd FLOOR
NAPLES, FL 34112
PHONE: 239.732.2575
ELECTRIC SERVICE BY:
FLORIDA POWER & LIGHT COMPANY
4105 15th AVENUE S.W.
NAPLES, FL 34116
PHONE: 239.353.6020
TELEPHONE SERVICE BY:
TO BE DETERMINED
REFUSE COLLECTION SERVICE BY:
COLLIER COUNTY SOLID & HAZARDOUS WASTE MANAGEMENT
3339 TAMIAMI TRAIL EAST, SUITE 302
NAPLES, FL 34112
PHONE: 239.252.2508
CABLEVISION BY:
TO BE DETERMINED
FIRE AND RESCUE SERVICE BY:
NORTH NAPLES FIRE DISTICT
1885 VETERANS PARK DRIVE
NAPLES, FL 34109
239.597.3222
CONSTRUCTION REQUIREMENTS:
CONSTRUCTION NOTES:
STANDARD ABBREVIATIONS
~ APPROXIMATE
ARV AIR RELEASE VALVE
BFP BACK FLOW PREVENTER DEVICE
BL BASELINE
BLVD. BOULEVARD
BOC BACK OF CURB
CB CATCH BASIN
CL CENTERLINE
CONC. CONCRETE
CTRL CONTROL ELEVATION
CUE COUNTY UTILITY EASEMENT
DBI DITCH BOTTOM INLET
DE DRAINAGE EASEMENT
DEPT. DEPARTMENT
EL. OR ELEV. ELEVATION
EOP EDGE OF PAVEMENT
EOW EDGE OF WATER
ESMT EASEMENT
EX. EXISTING
FDOT FLORIDA DEPARTMENT OF TRANSPORTATION
FH FIRE HYDRANT ASSEMBLY WITH GAVE VALVE
F.M. FORCE MAIN
FPL FLORIDA POWER & LIGHT
GV or WV WATER MAIN GATE VALVE WITH VALVE BOX
HDPE HIGH DENSITY POLYETHYLENE
HORIZ. HORIZONTAL
HW CONCRETE HEADWALL
ICV IRRIGATION CONTROL VALVE
I.M. IRRIGATION MAIN
INV. INVERT
IRR. IRRIGATION
JB JUNCTION BOX
LBE LANDSCAPE BUFFER EASEMENT
L.F. LINEAR FEET
LP LIGHT POLE
MAX. MAXIMUM
MES MITERED END SECTION
MH MANHOLE
M.J. MECHANICAL JOINT
MIN. MINIMUM
NGVD NATIONAL GEODETIC VERTICAL DATUM
N.T.S. NOT TO SCALE
PE PIPE END
PL PROPERTY LINE
PROP. PROPOSED
PUE PUBLIC UTILITY EASEMENT
PVC POLYVINYL CHLORIDE PIPE
PVI POINT OF VERTICAL INTERSECTION
PVMT. PAVEMENT
PW POTABLE WATER MAIN
RED. REDUCER
RCP REINFORCED CONCRETE PIPE
R.O.W. RIGHT-OF-WAY
RS RAW SEWAGE FORCE MAIN
ST. STREET
STA. STATION
SWK. SIDEWALK
TEMP. TEMPORARY
TI THROAT INLET
TOB TOP OF BANK
TOS TOE OF SLOPE
TYP. TYPICAL
UE UTILITY EASEMENT
UP UTILITY POLE
UPC UTILITY POLE - CONCRETE
UPM UTILITY POLE - METAL
UPW UTILITY POLE - WOOD
VERT. VERTICAL
V.G. VALLEY GUTTER
VGI VALLEY UTTER INLET
w/ WITH
W.M. WATER MAIN
W M
W M
W M
W M
W M
RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS
PW PW PW PW PW PW PW PW PW PW
PW PW PW PW PW PW PW
RS RS RS RS RS RS RS RS RS
RS
RS
RS
RS
RS
RS
RS
PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW
PW
H
H
EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS
EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL
EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM
EX.COMM EX.COMM EX.COMM EX.COMM
EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL
EX.EL EX.EL EX.EL
EX.EL
83+00 84+00 175+00 176+00 177+00 178+00 179+00
EX.S-1004
TYPE: FDOT TYPE 6
CURB INLET
G.E.: 17.40
INV: 13.17 (S)
INV: 12.40 (N)
EX.S-1005 EX.S-1006
OIL WELL RD
0+
1+
2+
R.O.W.
R.O.W.
R.O.W.
GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects
Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380
0 20 11x17 SCALE: 1" = 40'
24x36 SCALE: 1" = 20'
M
AT
C H
LI
N
E
AT
S
TA
+0
FO
R
C O
N
TI
N U
AT
IO
N S
EE
S
H
W M
W M
W M
W M
RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS
PW PW PW PWPW
PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW
H
H
EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS
EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL
EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM
EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM
EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL
EX.EL EX.EL EX.EL
EX.EL
177+00 178+00 179+00 180+00 181+00 182+00 183+00
TYPE: FDOT TYPE 6
EX.S-1008
EX.S-1006
EX.S-1007
FDOT TYPE 6 CURB INLET
ELEV. AT EOP: 17.48
INV: 13.15 (N)
INV: 13.15 (S)
(PROP.)
OIL WELL RD
0+
1+
2+
R.O.W.
R.O.W.
GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects
Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380
0 20 11x17 SCALE: 1" = 40'
24x36 SCALE: 1" = 20'
M
AT
C H
LI
N
E
AT
S
TA
+0
FO
R
C O
N
TI
N U
AT
IO
N S
EE
S
W M
W M
W M
W M
RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS
PW PW PW PW PW PW PW PW PW PW
PW PW PW PW PW PW PW
RS RS RS RS RS RS RS RS RS
RS
RS
RS
RS
RS
RS
RS
PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW
PW
H
H
EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS
EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL
EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM
EX.COMM EX.COMM EX.COMM EX.COMM
EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL
EX.EL EX.EL EX.EL
EX.EL
83+00 84+00 175+00 176+00 177+00 178+00 179+00
EX.S-1004
TYPE: FDOT TYPE 6
CURB INLET
G.E.: 17.40
INV: 13.17 (S)
INV: 12.40 (N)
EX.S-1005 EX.S-1006
OIL WELL RD
0+
1+
2+
R.O.W.
R.O.W.
R.O.W.
GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects
Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380
0 20 11x17 SCALE: 1" = 40'
24x36 SCALE: 1" = 20'
M
AT
C H
LI
N
E
AT
S
TA
+0
FO
R
C O
N
TI
N U
AT
IO
N S
EE
S
H
EROSION CONTROL NOTESCLEARING/DEMOLITION NOTES
W M
W M
W M
W M
RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS
PW PW PW PWPW
PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW
H
H
EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS
EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL
EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM
EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM
EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL
EX.EL EX.EL EX.EL
EX.EL
177+00 178+00 179+00 180+00 181+00 182+00 183+00
TYPE: FDOT TYPE 6
EX.S-1008
EX.S-1006
EX.S-1007
FDOT TYPE 6 CURB INLET
ELEV. AT EOP: 17.48
INV: 13.15 (N)
INV: 13.15 (S)
(PROP.)
OIL WELL RD
0+
1+
2+
R.O.W.
R.O.W.
GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects
Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380
0 20 11x17 SCALE: 1" = 40'
24x36 SCALE: 1" = 20'
M
AT
C H
LI
N
E
AT
S
TA
+0
FO
R
C O
N
TI
N U
AT
IO
N S
EE
S
83+00 84+00 175+00
176+00 177+00 178+00
0+
1+
2+
R.O.W.
R.O.W.
R.O.W.
GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects
Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380
0 65.6168 11x17 SCALE: 1" = 40'
131.2336
24x36 SCALE: 1" = 65.6168'
M
AT
C H
LI
N
E
AT
S
TA
+5
FO
R
C O
N
TI
N U
AT
IO
N S
EE
S
H
ROADWAY SIGNING AND MARKING NOTESNOTES:
R3-17 (24"x30") R3-17bP (12"x30")
R4-7 (30"x24")
OIL WELL ROAD
D3-1
STREET NAME SIGN
BIG CORKCREW DR
YIELD TO BIKES
RIGHT TURN LANE
BEGIN
R4-4 (36"x30")
BIKE LANE
ENDS
W3-3 (30"x30")
177+00 178+00 179+00 180+00 181+00 182+00 183+00
0+
1+
2+
R.O.W.
R.O.W.
GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects
Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380
0 20 11x17 SCALE: 1" = 40'
24x36 SCALE: 1" = 20'
M
AT
C H
LI
N
E
AT
S
TA
+6
FO
R
C O
N
TI
N U
AT
IO
N S
EE
S
H
IQ
(F
IQ
(F
W M
W M
W M
W M
W M
RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS
PW PW PW PW PW PW PW PW PW PW
PW PW PW PW PW PW PW
RS RS RS RS RS RS RS RS RS
RS
RS
RS
RS
RS
RS
RS
PW PW PW PW PW PW PW PW PW
PW
EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS
EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL
EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMMEX.EL EX.EL EX.EL EX.EL EX.EL
EX.EL
83+00 84+00 175+00 176+00 177+00
EX.S-1004
TYPE: FDOT TYPE 6
CURB INLET
INV: 13.17 (S)
INV: 12.40 (N)
EX.S-1005
0+
1+
2+
1004B
MES 2:1
FDOT INDEX 430-021
INV: 12.50
1004A JB w/2' SUMP
BOT.: 10.40
RIM ELEV.: 17.50
INV: 12.40 (S)
INV: 12.40 (N)
R.O.W.
R.O.W.
R.O.W.
GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects
Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380
0 20 11x17 SCALE: 1" = 40'
24x36 SCALE: 1" = 20'
M
AT
C H
LI
N
E
AT
S
TA
+5
FO
R
C O
N
TI
N U
AT
IO
N S
EE
S
H
EX. PROP. DESCRIPTION
ELECTRICAL STRUCTURE
TELECOMMUNICATIONS UTILITY
WPP WOODEN POWER POLE
CPP CONCRETE POWER POLE
LP LIGHT POLE
SV/PV SAN. PLUG VALVE
ICV IRRIGATION CONTROL VALVE
FH FIRE HYDRANT ASSEMBLY w/GV GV GATE VALVE w/VALVE BOX
BFP BACKFLOW PREVENTER
ARV AIR RELEASE VALVE
RED. REDUCER
BSP BACTERIAL SAMPLE POINT
E
T
DESCRIPTION
FM/RS SAN. FORCE MAIN
WM/PW WATER MAIN
IQ IRRIGATION MAIN
CUE COUNTY UTILITY ESMT
PUE PUBLIC UTILITY ESMT
LBE LANDSCAPE BUFFER ESMT
O.C. ON CENTER
45° M.J. DEFLECTION BEND
~ APPROXIMATE
---///--- OVERHEAD WIRE
DESCRIPTION
LBE LANDSCAPE BUFFER ESMT
ESMT EASEMENT
JB JUNCTION BOX
MES MITERED END SECTION
TOB TOP OF BANK
TOS TOE OF SLOPE
PROP. FLOW DIRECTION
PROP. SWALE FLOW DIRECTION
EX. FLOW DIRECTION
PROP. GRADE
EX. GRADE
UTILITY CONFLICT NOTE:1
FM
FM
FM
RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS
PW PW PW PW PW PW PWPW
PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW
H
H
EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS
EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL
EX.COMM EX.COMM EX.COMM EX.COMM
EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM
EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL
EX.EL EX.EL EX.EL
178+00 179+00 180+00 181+00 182+00 183+00
EX.S-1008
EX.S-1006
1007A JB w/2' SUMP
BOT.: 9.80
RIM ELEV.: 17.50
INV: 13.25 (W)
INV: 13.25 (S)
INV: 11.80 (N)
1007C
FDOT TYPE 6 CURB INLET
INDEX 425-021
ELEV. AT EOP: 17.50
INV: 13.40 (E)
EX.S-1007
FDOT TYPE 6 CURB INLET
INV: 13.15 (N)
INV: 13.15 (S)
(PROP.)
0+
1+
2+
1007B
2:1 MES
FDOT INDEX 430-021
INV: 11.90
R.O.W.
R.O.W.
GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects
Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380
0 20 11x17 SCALE: 1" = 40'
24x36 SCALE: 1" = 20'
M
AT
C H
LI
N
E
AT
S
TA
+4
FO
R
C O
N
TI
N U
AT
IO
N S
EE
S
H
TRAFFIC NOTES: LIGHTING RELOCATION NOTES:
EX. PROP. DESCRIPTION
ELECTRICAL STRUCTURE
TELECOMMUNICATIONS UTILITY
WPP WOODEN POWER POLE
CPP CONCRETE POWER POLE
LP LIGHT POLE
SV/PV SAN. PLUG VALVE
ICV IRRIGATION CONTROL VALVE
FH FIRE HYDRANT ASSEMBLY w/GV GV GATE VALVE w/VALVE BOX
BFP BACKFLOW PREVENTER
ARV AIR RELEASE VALVE
RED. REDUCER
BSP BACTERIAL SAMPLE POINT
E
T
DESCRIPTION
FM/RS SAN. FORCE MAIN
WM/PW WATER MAIN
IQ IRRIGATION MAIN
CUE COUNTY UTILITY ESMT
PUE PUBLIC UTILITY ESMT
LBE LANDSCAPE BUFFER ESMT
O.C. ON CENTER
45° M.J. DEFLECTION BEND
~ APPROXIMATE
---///--- OVERHEAD WIRE
DESCRIPTION
LBE LANDSCAPE BUFFER ESMT
ESMT EASEMENT
JB JUNCTION BOX
MES MITERED END SECTION
TOB TOP OF BANK
TOS TOE OF SLOPE
PROP. FLOW DIRECTION
PROP. SWALE FLOW DIRECTION
EX. FLOW DIRECTION
PROP. GRADE
EX. GRADE
FM
FM
FM
IQ
(F
IQ
(F
W M
W M
W M
W M
W M
RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS
PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW PW
H
H
EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS EX.GAS
EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL
EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM EX.COMM
EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL EX.EL
EX
.E
L EX.EL EX.EL EX.EL EX.EL
EX.EL
177+00 178+00
179+00
EX.S-1006
0+
1+
2+
FDOT INDEX 430-021
A
GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects
Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380
0 15 11x17 SCALE: 1" = 30'
24x36 SCALE: 1" = 15'
FO
R
C O
N
TI
N U
AT
IO
N S
EE
S
H
FO
R
C O
N
TI
N U
AT
IO
N S
EE
S
H
EX. PROP. DESCRIPTION
ELECTRICAL STRUCTURE
TELECOMMUNICATIONS UTILITY
WPP WOODEN POWER POLE
CPP CONCRETE POWER POLE
LP LIGHT POLE
SV/PV SAN. PLUG VALVE
ICV IRRIGATION CONTROL VALVE
FH FIRE HYDRANT ASSEMBLY w/GV GV GATE VALVE w/VALVE BOX
BFP BACKFLOW PREVENTER
ARV AIR RELEASE VALVE
RED. REDUCER
BSP BACTERIAL SAMPLE POINT
E
T
DESCRIPTION
FM/RS SAN. FORCE MAIN
WM/PW WATER MAIN
IQ IRRIGATION MAIN
CUE COUNTY UTILITY ESMT
PUE PUBLIC UTILITY ESMT
LBE LANDSCAPE BUFFER ESMT
O.C. ON CENTER
45° M.J. DEFLECTION BEND
~ APPROXIMATE
---///--- OVERHEAD WIRE
DESCRIPTION
LBE LANDSCAPE BUFFER ESMT
ESMT EASEMENT
JB JUNCTION BOX
MES MITERED END SECTION
TOB TOP OF BANK
TOS TOE OF SLOPE
PROP. FLOW DIRECTION
PROP. SWALE FLOW DIRECTION
EX. FLOW DIRECTION
PROP. GRADE
EX. GRADE
SECTION AN.T.S.
SECTION 3
OIL WELL ROAD R.O.W.
WESTBOUND TURN LANES
STA 178+44 TO STA 180+99
HORIZ. SCALE: 1' = 10'
SECTION 2
OIL WELL ROAD R.O.W.
EASTBOUND LEFT TURN LANE
STA 174+29 TO STA 176+90
HORIZ. SCALE: 1' = 10'
SECTION 1
OIL WELL ROAD R.O.W.
EASTBOUND LEFT TURN LANE
STA 83+29 TO STA 174+29
(STATION EQUATION: 84+12.75=174+12.61)
HORIZ. SCALE: 1' = 10'
NOTE:
GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects
Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380
TYPICAL SECTION KEY
KEY MAP
N.T.S.
1 2
EX. BIG CORKSCREW DR
SECTION V
N.T.S.
SECTION 4
HORIZ. SCALE: 1' = 10'
SECTION 5
HORIZ. SCALE: 1' = 10'
S-1004A S-1007A
ROW ROW
GradyMinor Civil Engineers ● Land Surveyors ● Planners ● Landscape Architects
Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380
54 V
TYPICAL SECTION KEY
KEY MAP
N.T.S.
Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380
JUNCTION BOX DETAIL
N.T.S.
TYPE 'F' CURB
N.T.S.
INLET SUMP DETAIL
N.T.S.
PLAN VIEW
TYPICAL SIDEWALK SECTION
N.T.S.
NOTES:
TYPE 'A' CURB
Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380
TYPICAL SILT FENCE DETAIL
N.T.S.
CATCH BASIN PROTECTION DETAIL
N.T.S.
NOTES:
CURB INLET PROTECTION DETAIL
N.T.S.
FLOATING TURBIDITY BARRIERS
Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266
Q. Grady Minor and Associates, P.A.
3800 Via Del Rey
Bonita Springs, Florida 34134
Bonita Springs: 239.947.1144 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380
| Sheets and Views |
| 1 C-COV |
| 2 C-MSP |
| 3 C-GN |
| 4 C-EX-2 |
| 5 C-EX-3 |
| 6 C-ECP-2 |
| 7 C-ECP-3 |
| 8 C-SSM1-TL-WEST |
| 9 C-SSM2-TL-EAST |
| 10 C-Plan-TL-WEST |
| 11 C-Plan-TL-East |
| 12 C-Plan-Intersection |
| 13 C-TCS-1 |
| 14 C-TCS-2 |
| 15 C-GPDD |
| 16 C-ERCD |
| 17 C-UTILD |
| 2024-09-19T13:56:01-0400 | |
| Michael J. Delate, P.E. |
File details come from the government source that posted it. Updated .