02-20R_Construction_Plans.pdf
PDF 2 MB Posted
- Attached to
- River City Nature Park Restroom Addition
- Solicitation number
- 02-20R
- Issued by
- Volusia County, Florida
About this file
This is a construction plans document prepared by CPH, Inc., a full-service architectural and engineering firm, for the City of DeBary in Volusia County, Florida, detailing the River City Nature Park Restroom Addition project. The project involves the installation of a prefabricated restroom building with an attached slab at River City Nature Park located at 200 Barwick Road, DeBary, Florida 32713. The construction plans include a site layout showing the proposed restroom facility, water line connections extending approximately 1,745 linear feet of 2-inch polyethylene water main with directional drilling components, a septic system with a 900-gallon septic tank, and an associated drain field. The plans were prepared by Jeremiah D. Owens, P.E. (FL License 6503), and include three main sheets: a cover sheet with project location map, an aerial and site dimension plan, and detailed septic system specifications and diagrams.
The septic system design is configured for a sewage flow of 200 gallons per day with a drain field area of 333 square feet minimum based on a sewage loading rate of 0.60 gallons per square foot per day. All design and installation must comply with Florida Administrative Code Chapter 64E-6 regarding on-site sewage disposal systems and state health department standards. The project is federally assisted and subject to Davis-Bacon Act prevailing wage requirements, Copeland Act anti-kickback provisions, and other federal labor standards including bonding requirements per 24 CFR 85.36, Section 3 compliance, and minority/women-owned business enterprise (M/WBE) considerations. The prime contractor is responsible for wage compliance enforcement and maintenance of support documentation throughout the project duration.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| NOTICE_OF_AWARD.pdf | ||
| 02-20R_Addendum_1_-_River_City_Restroom.pdf | ||
| 02-20R_Project_Manual.pdf | ||
| 02-20R_Bid_Form.pdf |
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Text version
SITE
Project Location Map
SCALE: 1" = 2000'
PROJECT LOCATION
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
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Surveyors
Traffic / Transportation
Offices in:
· Florida
· Puerto Rico
· Connecticut
· Maryland
· Texas
A Full Service A & E Firm
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.
Plans Prepared By:
D r a w n b y
D e s i g n e d b y
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State Map
Sheet Index
1 COVER SHEET
2 AERIAL AND SITE DIMENSION PLAN
RIVER CITY NATURE PARK
200 Barwick Rd, DeBary, FL 32713
CONSTRUCTION PLANS
FOR
CITY OF DEBARY
VOLUSIA COUNTY, FLORIDA
Plans Prepared By:
A FULL SERVICE ARCHITECTURAL/ENGINEERING FIRM
Plans Prepared For:
3 SEPTIC SYSTEM DETAILS
TIE-IN TO EXISTING WATER SOURCE
WITH TAPPING SLEEVE AND VALVE
(SEE DETAIL THIS SHEET)
1,745 LF
2" WATER MAIN (POLY)
DRAIN FIELD
AND SEPTIC
PAVILION
(BY OTHERS)
PROPOSED RESTROOM
66.75' LF. ~
DIRECTIONAL DRILL
100.00'
DIRECTIONAL DRILL
SEE INSET NOS. 1 AND 2 BELOW
M
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M
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APPROXIMATE LOCATION
OF EXISTING 4" WATER MAIN
SITE BENCHMARK #1
TREE TO BE REMOVED
EXISTING
2" WATER MAIN
5' SIDEWALK (TYP)
(BY OTHERS)
PROPOSED RESTROOM
32 LF 6" PVC @ 0.47%
6" C.O. W/ WYE.
(SEE DETAIL THIS SHEET)
REDUCED PRESSURE BACKFLOW
PREVENTION ASSEMBLY
3/4" METER AND BOX
19.3' X 4.5' SIDEWALK
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6" CLEANOUT
(SEE DETAIL THIS SHEET) 2.50' (TYP)
7.13' (TYP)
EXISTING
CONCRETE PARKING
(TO REMAIN)
900 GAL. SEPTIC TANK
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20' LONG DRAIN PIPES @ 0.25% (TYP.)
12 LF 6" @ 0.42%
6 LF 6" PVC @ 1.0%
SITE BENCHMARK #2
SITE BENCHMARK #1
PROPOSED RESTROOM
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D www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Structural
Surveyors
Traffic / Transportation
Offices in:
· Florida
· Puerto Rico
· Connecticut
· Maryland
· Texas
A Full Service A & E Firm
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.
Plans Prepared By:
D r a w n b y
D e s i g n e d b y
A p p r o v e d b y
C h e c k e d b y
D a t e
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RESTRAINED
MECHANICAL JOINT
EXISTING
PIPE
TEST PLUG
NEW PIPE
MJ TAPPING SLEEVE
RESILIENT SEAT TAPPING VALVE
WITH VALVE BOX (TYP.)
RESTRAINED
MECHANICAL JOINT
TEST PLUG
TAPPING SLEEVE & TAPPING VALVE
N.T.S.
PROFILE
PLAN
THREADED WATERTIGHT PLUG
BRONZE OR CAST IRON IN
PAVED OR CONCRETE AREAS
10" SQ. X 8" DEEP
CONCRETE PAD
45° BEND
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4" LATERAL
TO SEPTIC TANK TO BUILDING
WYE (4" X 4")
SEWER CLEANOUT
N.T.S.
6" CLEAN-OUT 12" X 12" X 4" THK. CONC.
COLLAR W/ #4 BAR
6" 45° BEND
8" PLUG
8" X 6" WYE
8" PVC UNDERDRAIN
TYPICAL CLEANOUT
N.T.S.
N
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EXISTING GRAVEL ROAD
WIDTH VARIES
VARIES
VARIES
EXISTING 4" WATER MAIN
WATER LINE TYPICAL SECTION
N.T.S.
WATER MAIN ALIGNMENT
SCALE: 1" = 100'
SITE DIMENSION PLAN (INSET NO. 1)
SCALE: 1" = 20'
SITE GRADING PLAN (INSET NO. 2)
SCALE: 1" = 20'
19.35
15.85
15.70
15.65
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INV. 16.10
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4.00' aswift Line aswift Line aswift Oval aswift Cloud
0.00 aswift Rectangle jowens Typewriter
ELECTRICAL SERVICE POLE
jowens Typewriter
METER AND PANEL
jowens Polyline
SECTION THRU SEPTIC TANK SYSTEM
SEPTIC TANK PLAN VIEW
DRAINFIELD DIAGRAM
SECTION AT DRAINFIELD
SEWER CLEANOUT
6. SEPTIC TANK CONCRETE SHALL BE A MINIMUM OF 4,000 PSI. 28 DAY STRENGTH.
7. MINIMUM FREE BOARD OR AIR SPACE SHALL BE 15% OF AFFECTIVE TANK CAPACITY.
8. SEPTIC TANK SHALL BE MANUFACTURED BY A HEALTH DEPARTMENT APPROVED
MANUFACTURER AND MARKED AS REQUIRED BY FLORIDA ADMINISTRATIVE CODE 64E-6.
1. SUBSURFACE SEWAGE DISPOSAL SYSTEM SHALL COMPLY WITH STATE OF FLORIDA
DEPARTMENT OF HEALTH CHAPTER 64E-6 OF THE FLORIDA ADMINISTRATIVE CODE
2. THE SEWAGE DISPOSAL SYSTEM IS CONFIGURED TO PROVIDE THE FOLLOWING MINIMUM
CLEARANCES TO EXISTING/PROPOSED STRUCTURES:
DISTANCE TO PRIVATE POTABLE WELL
(AS MEASURED FROM NEAREST CORNER OF DRAINFIELD.......................EXCEEDS 75'
DISTANCE TO PUBLIC POTABLE WELL SYSTEM.........................................EXCEEDS 200'
DISTANCE TO NONPOTABLE WELL ...........................................................EXCEEDS 50'
DISTANCE TO LIMITED USE
NONCOMMUNITY OR OTHER PUBLIC POTABLE WATER WELL....................EXCEEDS 150'
DISTANCE TO POTABLE WELL LINE...........................................................EXCEEDS 10'
DISTANCE TO STRUCTURE FOUNDATIONS..................................................EXCEEDS 5'
DISTANCE TO MEAN HIGH WATER LINE OF
TIDAL WATERS, STREAMS, CANALS AND DRAINAGE STRUCTURES.............EXCEEDS 75'
DISTANCE TO DESIGN HIGH WATER LINE OF
INDIVIDUAL STORM WATER DRY RETENTION AREAS..................................EXCEEDS 15'
DISTANCE TO PROPERTY LINE..................................................................EXCEEDS 5'
3. SEPTIC TANK EFFECTIVE CAPACITY OF 900 GALLONS, BASED ON ESTIMATED SEWAGE FLOW
OF 200 GALLONS PER DAY (200 GPD). MANUFACTURED IN COMPLIANCE WITH SECTION
4. DRAINFIELD AREA OF 333 SQ.FT.(MINIMUM) BASED ON SEWAGE LOADING RATE TO BED
BOTTOM OF 0.60 GALLONS PER SQUARE FOOT PER DAY.
5. RETENTION POND SEASONAL HIGH WATER TABLE ELEVATION = 16.50 N.G.V.D.
(FAC) "STANDARDS FOR ON-SITE SEWAGE DISPOSAL SYSTEMS"
64E-6.013 FAC.
www.cphcorp.com
Architects
Engineers
Environmental
Landscape Architects
M / E / P
Planners
Structural
Surveyors
Traffic / Transportation
Offices in:
· Florida
· Puerto Rico
· Connecticut
· Maryland
· Texas
A Full Service A & E Firm
500 West Fulton St.
Sanford, Fl. 32771
Ph: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
CPH, Inc.
Plans Prepared By:
D r a w n b y
D e s i g n e d b y
A p p r o v e d b y
C h e c k e d b y
D a t e
N o
12345
S c a l e
J o b
N o
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19.50
15.60
13.00
15.65 21.33
15.85
19.30
16.10
19.00
16.50
19.50
15.60
15.10
13.10
13.00
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