Attachment_BB_-_Potable_Water_-_Final_Design_County_Water_Main_Project.pdf
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- Attached to
- Alexander Island Park Entrance
- Solicitation number
- 08-26
- Issued by
- Volusia County, Florida
About this file
This is a final design document for a potable water main extension project in Volusia County, Florida, prepared by CPH, LLC and stamped by licensed professional engineer Rocco R. Nasso II. The project involves the construction of a water main extension along Fort Florida Road, spanning from Station 200+00 to Station 205+00, a distance of approximately 500 feet. The design specifies installation of 16-inch DR11 HDPE water mains via directional drilling totaling 421 linear feet and 266 linear feet in two separate sections, with open cut construction where required. The plan includes fire hydrant assemblies, gate valves, tees, reducers, and a 1-inch polyethylene water service with a curb stop. The design mandates a minimum 4-foot cover depth throughout the directional drill and open cut sections, with typical cover ranging from 4 to 6 feet. Construction coordination requirements are specified for valve placement with the Engineer of Record, and contractor modifications to avoid existing trees must be approved by the Engineer of Record. The plan was finalized in July 2024 and references continuation from Sheet 16.
The document is a technical plan and profile drawing suitable for construction bidding and implementation. It includes a location map showing the project's position relative to surrounding streets including 10th Street, 15th Street, Rivington Beck Low Street, and Barwick Road, as well as reference to existing easements per recorded plats. The plan identifies three property identification numbers (PIDs) affected by the project: 900700000020, 900800000069, and 900800000010. No specific pricing, contract terms, funding sources, or bidding deadlines are contained within this technical design document.
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Text version
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200+00 201+00 202+00 203+00 204+00 205+00
FORT FLORIDA ROAD
W
W
W
W
W W W W W W W W W W W W W W
DIRECTIONAL DRILL 421 LF~16" DR11 HDPE WM (DIPS)
PROPOSED 16" DR18 C900 WM
FIRE HYDRANT ASSEMBLY
16" X 6" TEE, 6" GV
STA. 201+28, 12.16'R
16" X 16" TEE,
16" X 6" REDUCER
6" GATE VALVE AND PLUG
STA. 200+54, 11.42'R
DIRECTIONAL DRILL 266 LF~16" DR11 HDPE WM (DIPS)
5' TYP.
OFFSET ARV. COORDINATE
LOCATION WITH COUNTY AT TIME
OF CONSTRUCTION
REMOVE EXISTING
STORM PIPE
16" X 12" TEE ,12" GATE VALVE AND PLUG
STA. 200+57, 11.55'R
PID 900700000020
PID 900800000069
PID 900800000010
PROPOSED ARV
START DIRECTIONAL DRILL
STA. 201+44, 12.24'R
PROPOSED 1" PE WATER SERVICE
DIRECTIONAL DRILL 50 LF W/ 1" CURB STOP
FUTURE WATER MAIN
SCALE: 1" = 20' HORZ
1" = 2' VERT
200+00 201+00 202+00 203+00 204+00 205+00
FT. FLORIDA ROAD
APPROX. GRADE OVER
WATER MAIN
APPROX. GRADE ALONG
STATION LINE
16" x 6" REDUCER
16" X 16" TEE
16" X 6" TEE, 6" GATE VALVE
AND PLUG
4' M
IN
' M
AX
T
YP
IC
AL
4' M
IN
. C
O
VE
R
DIRECTIONAL DRILL 421 LF~16" DR11 HDPE
WM (DIPS)
FIRE HYDRANT ASSEMBLY
16" X 6" TEE
STUB OUT
16" X 12" TEE
6" GATE VALVE
CAP
Job No.
Date:
R. NASSO
S. HOLMES
J. WALL
Checked by:
Designed by:
Drawn by:
Sheet No.
D ra w in g na m e:
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ByNo. Date
2024CV03116
7/2024 ROCCO R. NASSO II, P.E.
FL P.E. No. 64727
ByNo. Date Revision Revision
Arch. Lic. No. AA2600926 Landscp. Lic. No. LC0000298
Licenses:
Eng. C.O.A. No. 3215 Survey L.B. No. 7143
500 West Fulton St. Sanford, Fl. 32771 Phone: 407.322.6841
Plans Prepared By:
www.cphcorp.com
Architects Engineers
Environmental Landscape Architects
M / E / P Planners Structural Surveyors
Offices In:
·Florida ·Puerto Rico ·Massachusetts ·Maryland
A Full Service A & E Firm
Traffic/Transportation
FORT FLORIDA ROAD
WATER MAIN EXTENSION
VOLUSIA COUNTY
XXXXXXX/XX1
Graphic Scale in Feet
20 20 40
N
17PLAN AND PROFILE
STA. 200+00 TO STA. 205+00
FORT FLORIDA ROAD
MATCH LINE 90+40 CONTINUES SEE SHEET 16
M A
TC
H
L
IN
E
5+
N
FT. FLORIDA ROAD
FT. FLO
R
ID
A
R O
A D
10TH STREET
15TH
STREET
FT. FLORIDA ROAD
R
IV
IN
G
TO
N
B
EC
K
LO
W
ST
R
EE
T
B A
R W
IC
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R O
A D
LOCATION MAP
NOTE:
1. CONTRACTOR TO HOLD 4' MINIMUM DEPTH THROUGHOUT
DIRECTIONAL DRILL AND OPEN CUT
2. CONTRACTOR TO COORDINATE WITH ENGINEER OF RECORD
REGARDING ARV PLACEMENT
3. CONTRACTOR MAY ADJUST LOCATION OF DIRECTIONAL DRILL
TO AVOID ANY IMPACT TO EXISTING TREES. ANY MODIFICATIONS
ARE TO BE COORDINATED WITH THE ENGINEER OF RECORD
AutoCAD SHX Text
60' EASEMENT FOR ROAD PURPOSES PER ORB 7523, PG 1287 & ORB 6397, PG 1228
AutoCAD SHX Text
19"X30" CORPP ELEV=11.45
AutoCAD SHX Text
19"X30" CORPP ELEV=10.83
AutoCAD SHX Text
24" CORPP ELEV=9.48
AutoCAD SHX Text
24" CORPP ELEV=9.23
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text Y
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text qv42
AutoCAD SHX Text
CPH, LLC.
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