Bid_Set_Plans_-_DEP_SRF_Pine_Ave._FM_Ext._-_Green_Cove_Springs.pdf
PDF 13 MB Posted
- Attached to
- SRF Pine Ave Force Main Extension
- Solicitation number
- 2026-3
- Issued by
- Clay County, Harold CDP, Florida
About this file
This is a bid set of engineering plans prepared by CPH Consulting, LLC for the State of Florida Department of Environmental Protection (DEP) related to the SRF Pine Ave Force Main Extension project in Green Cove Springs, Florida. The project involves the construction of approximately 10,500 linear feet of 16-inch fusible PVC or alternate #1 HDPE force main installed via directional drilling, modifications to the Pump Station 2 collection system, and limited decommissioning activities at the South Wastewater Treatment Facility. The comprehensive plan set includes 30 sheets containing cover sheets, general notes and abbreviations, key maps, plan and profile sheets for multiple streets including Golfair Street, Palmetto Avenue, Oak Street, Pine Avenue, Governor Street, Cypress Avenue, and Governors Creek, easement plans, Pump Station No. 2 demolition and proposed site plans, South WWTF decommissioning plans, and typical construction details. The plans were prepared by CPH Consulting, LLC, a full-service architecture and engineering firm licensed in Florida with Engineer License No. 3215, Surveyor License No. LB7143, Architect License No. AA26000926, and Landscape License No. LC000298, with offices located at 580 Wells Road, Orange Park, Florida 32073.
The plan set provides detailed engineering drawings and specifications for the force main extension project, including plan and profile views, site plans for pump station modifications, manhole connection details, flotation collar specifications, and maintenance of traffic details. The drawings specify construction materials, dimensions, and installation methods including directional drilling installation techniques for the force main. Typical details sheets include specifications for manhole construction, concrete collars, joint sealants, epoxy coatings, and drainage configurations. The project location encompasses multiple streets and easements within Green Cove Springs, with particular focus on Pine Avenue as the primary corridor for the force main installation. All design work is stamped and certified by the State of Florida licensed professionals, ensuring compliance with applicable state regulations and engineering standards.
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Text version
580 Wells Road Orange Park, FL 32073
Ph: 904.278.0030 www.cphcorp.com Building Stronger
Communities Together
CPH Consulting, LLC A Full Service A&E Firm
Plans Prepared By:
State of Florida Licenses:
Engineer No. 3215
Surveyor No. LB7143 Architect No. AA26000926 Landscape No. LC000298
PROJECT
LOCATION
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MANHOLE FRAME & COVER
FINISHED GRADE GROUT
GRAVITY EFFLUENT
NOTE:
ANGLE BETWEEN INFLUENT FORCE
MAIN AND GRAVITY EFFLUENT PIPE
SHALL BE BETWEEN 135° - 225°
FORCE MAIN (INFLUENT)
FORM CONCRETE CHANNELS
TO FORM EASY FLOW CURVES
GRAVITY INFLUENT
45° BEND (TYP)
PVC PIPE (4" MIN)
GATE VALVE (4" MIN)
REQUIRED PRIOR TO DROP
DROP FM PIPING TO CROWN OF
GRAVITY EFFLUENT PIPE AS SHOWN
FLO
W
FLOW FLOW
FLOW
M
AX
REFER TO MH CONNECTION DETAIL
BUTYL MASTIC
RUBBER GASKET THREADED LIFTING INSERT
FRP REBAR (TYP)
FRP REBAR (TYP)EXTERIOR JOINT SEALANT
MEMBRANE (18" MIN)
CENTERED ON JOINT
CONCRETE TO FORM
EASY FLOW CURVES
NOTES:
1. THE ANGLE BETWEEN ALL INFLUENT FLOW CHANNELS
AND EFFLUENT PIPE SHALL BE BETWEEN 90° - 180°
CUT OFF PIPE
AT WALL LINE (TYP)
SOLID CLASS "C"
CONCRETE, SOLID FILLER
BRICKS ONLY ALLOWED AS
FILLER, NO RUBBLE.
GRADE TO 1/2" PER FOOT.
REINFORCED POLYMER
MANHOLE (TYP)
CONCRETE TO FORM
EASY FLOW CURVES
INFLUENT SEWER PIPE
(SEE NOTE #1)
LEVELING COURSE, 12" (MIN.)
THICKNESS OF GRANULAR
BACKFILL (#57 STONE)
FL
O
W
6" (TYP.)
FL
O
W
FLOW
REFER TO TABLE
#5-6" O.C. E.W.
DIA OF MANHOLE VARIES
VARIES W/ MANHOLE DIA
9"
3"
FLOTATION COLLAR
POLYMER CONCRETE FLOATATION COLLARS
DEPTH 0-10FT DEPTH 11-15FT DEPTH 16-20FT
DIAMETER
MINIMUM BASE
EXTENDER (IN)
MINIMUM WEIGHT OF
TOTAL STRUCTURE
(LBS)
MINIMUM BASE
EXTENDER (IN)
MINIMUM WEIGHT OF
TOTAL STRUCTURE
(LBS)
MINIMUM BASE
EXTENDER (IN)
MINIMUM WEIGHT OF
TOTAL STRUCTURE
(LBS)
48 2 7801 - 6101 - 7701
60 2 10000 1 11500 - 10400
72 3 16500 3 17300 1 18900
84 3 24700 3 27000 2 30600
96 3 35600 3 37600 2 46600
NOTES:
1. BUOYANCY FACTOR OF SAFETY = 1.2
2. ASSUMED LID THICKNESS = 8IN
3. MANHOLES ASSUMED TO BE STRAIGHT WITH NO REDUCER
4. GROUND WATER LEVEL ASSUMED TO BE AT SURFACE
EXTERNAL 316
STAINLESS STEEL x 2
CONCRETE COLLAR MANHOLE
INTERNAL EXPANSION
MECHANISM
(FOR EXISTING AND NEW M/H CONSTRUCTION)
UNDISTURBED SOIL MIN.
BEARING CAPACITY: 2000
LB/SQ FT.
LEVELING COURSE, 12" (MIN)
THICKNESS OF GRANULAR
BACKFILL (57 STONE)
4'-0" DIA
1' -0
" M
IN
/3 '-0
" M
AX
2' -0
" M
IN
IN UNSUITABLE SOILS,
OVER-EXCAVATION IS
REQUIRED (SEE NOTE #3).
NOTES:
1. SEAL ALL EXTERIOR JOINTS PER DETAIL SHEET.
2. JUNCTION MANHOLE (CLOSEST TO WET WELL) SHALL BE 5' DIA
3. IN SILTS, CLAY OR HIGHLY ORGANIC SOILS (FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML, CL, OL, MH, CH, OH AND PT) THE SOILS SHALL BE OVER-EXCAVATED AN ADDITIONAL 24" (AT A MIN.) AND BACKFILLED WITH AASHTO CLASS A-3 SOIL (COMPACTED TO 98%, ASTM D1557) OR OVER-EXCAVATE AN ADDITIONAL 12" (AT A MIN.) AND BACKFILL WITH GRANULAR
BACKFILL (57 STONE).
12" NOM, 18" MAX
FINISHED GRADE
MANHOLE FRAME & COVER
GROUT
5'-0" DIA
(SEE NOTE 2)
4"
6"
2'-8" DIA
M
AX
1/
I.D
CONSTRUCT SPILLWAY WHERE
INVERT OF UPPER SEWER IS
ABOVE MID HEIGHT OF LOWER
ANNULAR SPACED FILLED WITH
EPOXY PACKING GROUT AND
COATED WITH APPROVED
EPOXY COATING
SEWER.
#5 FIBERGLASS REBAR MAT.
6" M
IN
POLYMER PRECAST OR SOLID
CLASS "C" CONCRETE W/ SOLID
FILLER BRICKS ONLY ALLOWED AS
FILLER NO RUBBLE, GRADE TO
1/2" PER FOOT AND COAT WITH
APPROVED EPOXY COATING.
SEE JOINT DETAIL THIS SHEET
SLOPE 1/2" PER FT. (TYP) COAT
WITH APPROVED EPOXY
COATING OVER LAPPING COLD
JOINT AT POLYMER WALL
5"
PRO-RING ADJUSTMENT (TYP)
MANUFACTURERS SEALANT
TO CONNECT GRADE RINGS
TOGETHER
FLOTATION COLLAR
(SEE DETAIL S-15A)
WALL THICKNESS PER
MANUFACTURER SPECIFICATION
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| Sheets and Views |
| 1 Cover |
| 2 General Notes, Abbreviations & Legend |
| 3 Key Map |
| 4 Golfair St., Palmetto Ave. & Oak St. - Plan & Profile |
| 5 Oak St. & Pine Ave. - Plan & Profile |
| 6 Pine Ave. - Plan & Profile |
| 7 Pine Ave. - Plan & Profile |
| 8 Pine Ave. - Plan & Profile |
| 9 Pine Ave. - Plan & Profile |
| 10 Pine Ave. - Plan & Profile |
| 11 Pine Ave. - Plan & Profile |
| 12 Pine Ave. - Plan & Profile |
| 13 Pine Ave. - Plan & Profile |
| 14 Pine Ave. - Plan & Profile |
| 15 Pine Ave. - Plan & Profile |
| 16 Pine Ave. - Plan & Profile |
| 17 Governor St. - Plan & Profile |
| 18 Governor St. - Plan & Profile |
| 19 Governor St. & Cypress Ave. - Plan & Profile |
| 20 Governors Creek - Plan & Profile |
| 21 Easement - Plan & Profile |
| 22 Easement - Plan & Profile |
| 23 Easement - Plan & Profile |
| 24 Pump Station No. 2 - Demolition Plan |
| 25 Pump Station No. 2 - Proposed Plan |
| 26 South WWTF Decommissioning Plan |
| 27 Typical Details |
| 28 Typical Details |
| 29 Typical Details |
| 30 Maintenance of Traffic Details |
File details come from the government source that posted it. Updated .