005582A_Plans_signed_and_Sealed.pdf
PDF 30 MB Posted
- Solicitation number
- 24-0791-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
The document is a set of 100% engineering plans for the 53rd Avenue N Force Main Replacement project (PID 005582A), prepared by Halff Associates, Inc. for a location in Florida. The project involves replacing an aging 20" and 24" concrete force main with a new PVC force main, to be installed using open cut and horizontal directional drill (HDD) methods. The comprehensive plan set includes 21 sheets covering key details such as project location maps, general notes, station-specific plans, road restoration limits, technical details, erosion control specifications, and traffic control scenarios for different installation approaches.
The engineering plans provide extensive technical specifications for soil tracking prevention, erosion control, and construction methodologies. Key technical requirements include constructing soil tracking prevention devices (STPD) at project egress points, maintaining sediment control measures, and implementing specific aggregate and drainage specifications. The plans outline contractor responsibilities for erosion and sedimentation controls, with performance-based criteria requiring contractors to prevent soil movement and ensure clean runoff. The project involves multiple road crossings, including County Road 143, Midway Road, and State Road 595, with detailed provisions for traffic management and environmental protection during construction.
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Text version
PID 005582A
100% PLANS FOR
53RD AVE N
FORCE MAIN REPLACEMENT
FINANCIAL PID 005582A
STATE OF
No.
PR
O
FESSIONAL ENGIN
EE
R
AN
TONIO SERBIA
FLORIDA
55828
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN
ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.
HALFF ASSOCIATES, INC.
1000 N. ASHLEY DR. SUITE 900
TAMPA, FL 33602
CERTIFICATION OF AUTHORIZATION 33380
ANTONIO SERBIA, P.E., NO. 55828
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY ANTONIO SERBIA ON THE DATE
ADJACENT TO THE SEAL. PRINTED COPIES OF THIS
DOCUMENT ARE NOT CONSIDERED SIGNED AND
SEALED AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY
STATE OF
No.
PR
O
FESSIONAL ENGIN
EE
R
MI
CH
AEL J. ALMEIDA
FLORIDA
93387
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN
ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.
HALFF ASSOCIATES, INC.
1000 N. ASHLEY DR. SUITE 900
TAMPA, FL 33602
CERTIFICATION OF AUTHORIZATION 33380
MICHAEL J. ALMEIDA, P.E., NO. 93387
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY MICHAEL J. ALMEIDA ON THE DATE
ADJACENT TO THE SEAL. PRINTED COPIES OF THIS
DOCUMENT ARE NOT CONSIDERED SIGNED AND
SEALED AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
1000 N. ASHLEY DRIVE, SUITE 900
TAMPA, FLORIDA USA 33602
Phone 813.620.4500 www.Halff.com
FL CA 33380 FL LC 26000645
1000 N. ASHLEY DRIVE, SUITE 900
TAMPA, FLORIDA USA 33602
Phone 813.620.4500
Feet 3001500 75
1000 N. ASHLEY DRIVE, SUITE 900
TAMPA, FLORIDA USA 33602
Phone 813.620.4500
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TAMPA, FLORIDA USA 33602
Phone 813.620.4500
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TAMPA, FLORIDA USA 33602
Phone 813.620.4500
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53rd AVE. N.(P)53rd AVE. N.(F)
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40200 10
1000 N. ASHLEY DRIVE, SUITE 900
TAMPA, FLORIDA USA 33602
Phone 813.620.4500
Phone 813.620.4500 www.Halff.com
FL CA 33380 FL LC 26000645
SCALE: 1" = 4'
SCALE: 1" = 4'
2001000 50
1000 N. ASHLEY DRIVE, SUITE 900
TAMPA, FLORIDA USA 33602
Phone 813.620.4500
Phone 813.620.4500
Phone 813.620.4500
Phone 813.620.4500
1. A SOIL TRACKING PREVENTION DEVICE (STPD) SHALL BE CONSTRUCTED AT LOCATIONS DESIGNATED BY THE ENGINEER FOR POINTS OF EGRESS FROM UNSTABILIZED AREAS OF THE PROJECT TO PUBLIC ROADS WHERE OFF SITE TRACKING OF MUD COULD OCCUR. TRAFFIC FROM UNSTABILIZED AREAS OF THE CONSTRUCTION PROJECT SHALL BE DIRECTED THROUGH STPD BARRIERS. FLAGGING, OR OTHER POSITIVE MEANS SHALL BE USED AS REQUIRED TO LIMIT AND DIRECT VEHICULAR EGRESS ACROSS THE STPD.
2. THE CONTRACTOR MAY PROPOSE AN ALTERNATIVE TECHNIQUE TO MINIMIZE OFF SITE TRACKING OF SEDIMENT. THE ALTERNATIVE MUST
BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO ITS USE.
3. ALL MATERIALS SPILLED, DROPPED, OR TRACKED ONTO PUBLIC ROADS (INCLUDING THE STPD AGGREGATE AND CONSTRUCTION MUD)
SHALL BE REMOVED DAILY, OR MORE FREQUENTLY IF SO DIRECTED BY THE ENGINEER.
4. AGGREGATES SHALL BE DESCRIBED IN SECTION 901 EXCLUDING 901-2.3. AGGREGATES SHALL BE FDOT SIZE #1. IF THIS SIZE IS NOT AVAILABLE, THE NEXT AVAILABLE SMALLER SIZE AGGREGATE MAY BE SUBSTITUTED WITH THE APPROVAL OF THE ENGINEER. SIZES CONTAINING EXCESSIVE SMALL AGGREGATE WILL TRACK OFF THE PROJECT AND
ARE NOT SUITABLE.
5. THE SEDIMENT PIT SHOULD PROVIDE A RETENTION VOLUME OF 3600 CUBIC FEET/ACRE OF SURFACE AREA DRAINING TO THE PIT. WHEN THE STPD IS ISOLATED FROM OTHER DRAINAGE AREAS, THE FOLLOWING PIT VOLUMES WILL SATISFY THIS REQUIREMENT:
15'X50'=100 FT³
30'X50'=200 FT³
AS AN OPTION TO THE SEDIMENT PIT, THE WIDTH OF THE SWALE BOTTOM CAN BE INCREASED TO OBTAIN THE VOLUME.
WHEN THE SEDIMENT PIT OR SWALE VOLUME HAS BEEN REDUCED TO ONE HALF, IT SHALL BE CLEANED. WHEN A SWALE IS USED, SYNTHETIC BALES OR SILT FENCE SHALL BE PLACED ALONG THE ENTIRE LENGTH.
6. THE SWALE DITCH DRAINING THE STPD SHALL HAVE A 0.2% MINIMUM AND A 1.0% MAXIMUM GRADE ALONG THE STPD
AND TO THE SEDIMENT PIT.
7. MITERED END SECTIONS ARE NOT REQUIRED WHEN THE SIDE DRAIN PIPE SATISFIES THE CLEAR ZONE REQUIREMENTS.
8. THE STPD SHALL BE MAINTAINED IN A CONDITION THAT WILL ALLOW IT TO PERFORM ITS FUNCTION. TO PREVENT OFFSET TRACKING, THE STPD SHALL BE RINSED (DAILY WHEN IN USE) TO MOVE ACCUMULATED MUD DOWNWARD THROUGH THE STONE. ADDITIONAL STABILIZATION OF THE VEHICULAR ROUTE LEADING TO THE STPD MAY BE REQUIRED
TO LIMIT MUD TRACKED.
9. A STPD SHALL BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR SOIL TRACKING PREVENTION DEVICE, EA. THE UNIT PRICE SHALL CONSTITUTE FULL COMPENSATION FOR CONSTRUCTION, MAINTENANCE, REPLACEMENT OF MATERIALS, REMOVAL, AND RESTORATION OF THE AREA UTILIZED FOR THE STPD: INCLUDING BUT NOT LIMITED TO EXCAVATION, GRADING, TEMPORARY PIPE (INCLUDING M.E.S. WHEN REQUIRED), FILTER FABRIC, AGGREGATE, PAVED TURNOUT
(INCLUDING ASPHALT AND BASE CONSTRUCTION), DITCH STABILIZATION, APPROACH ROUTE STABILIZATION, SEDIMENT REMOVAL AND DISPOSAL, WATER, RINSING AND CLEANING OF THE STPD AND CLEANING OF PUBLIC ROADS, GRASSING AND SOD. SYNTHETIC BALES SHALL BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR HAY OR STRAW BALED, EA. SILT FENCE SHALL BE PAID FOR UNDER THE
CONTRACT UNIT PRICE FOR STAKED SILT FENCE, L.F.
10. THE NOMINAL SIZE OF A STANDARD STPD IS 15'X50' UNLESS OTHERWISE SHOWN IN THE PLANS. IF THE VOLUME OF ENTERING AND EXITING VEHICLES WARRANT, A 30' WIDTH STPD MAY BE USED IF APPROVED BY THE ENGINEER. WHEN A DOUBLE WIDTH (30')
STPD IS USED, THE PAY QUANTITY SHALL BE 2 FOR EACH LOCATION.
TRANSITION DETAIL
SECTION A-A RURAL CONNECTION
DETAIL
SECTION B-B
CONTRACTOR'S RESPONSIBILITY
EROSION AND SEDIMENTATION CONTROLS ARE PERFORMANCE
BASED CRITERIA. IF THE BMPS PROVIDED DO NOT PREVENT SOILS
FROM LEAVING A CONSTRUCTION SITE, THEN THE CONTRACTOR IS
REQUIRED TO EMPLOY ADDITIONAL PROCEDURES TO PROVIDE CLEAN
RUNOFF FROM A SITE.
ATTACHING TWO SILT FENCES
10" (MIN.)
DISTURBED AREA
PROTECTED AREA
10 L.F. PER END PLACED AT A 30° ANGLE
TO PREVENT END-AROUND FLOW
WOODEN STAKES
WOODEN STAKES
(4' O.C. FOR TYPE S,
6' O.C. FOR TYPE NS)
DISTURBED AREA
PROTECTED AREA
1:1 MAX. SLOPE
COMPOST FILTER SOCK
(SEE PLAN FOR HEIGHT)
SECTION
NTS
PLAN
NTS
NOTES:
1. FIBROUS FILLER MATERIAL IN FRONT OF BLOCK PREVENTS
GRAVEL FROM WASHING INTO STRUCTURE.
2. 2"X4" BEHIND BLOCK AND ACROSS THROAT HELPS KEEP
BLOCK IN PLACE. PLACE IN OUTER HOLE OF SPACER
BLOCK.
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A
RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5%) WHERE SHEET OR OVERLAND
FLOWS (NOT EXCEEDING 0.5 CFS) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO
INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS STREET OR HIGHWAY MEDIANS.
1000 N. ASHLEY DRIVE, SUITE 900
TAMPA, FLORIDA USA 33602
Phone 813.620.4500
Phone 813.620.4500
Phone 813.620.4500
Phone 813.620.4500
Phone 813.620.4500 www.Halff.com
FL CA 33380 FL LC 26000645
100500 25
Phone 813.620.4500 www.Halff.com
FL CA 33380 FL LC 26000645
Phone 813.620.4500 www.Halff.com
FL CA 33380 FL LC 26000645
| Sheets and Views |
| 01 KEY SHEET |
| 02 SIGNATURE SHEET |
| 03 GENERAL NOTES |
| 04 KEY MAP & LEGEND |
| 05 STA (10+00.00-15+80.00) |
| 06 STA (15+80.00-21+60.00) |
| 07 STA (21+60.00-27+40.00) |
| 08 STA (27+40.00-33+20.00) |
| 09 STA (33+20.00-38+72.19) |
| 10 CROSS SECTION |
| 11 ROAD RESTORATION LIMITS |
| 12 DETAILS |
| 13 DETAILS |
| 14 DETAILS |
| 15 EROSION CONTROL DETAILS |
| 16 EROSION CONTROL NOTES |
| 17 TRAFFIC CONTROL PLAN OPEN CUT INSTALLATION SCENARIO A |
| 18 TRAFFIC CONTROL PLAN OPEN CUT INSTALLATION SCENARIO B |
| 19 TRAFFIC CONTROL PLAN HDD INSTALLATION SCENARIO C |
| 20 DETOUR ROUTE SCENARIO B |
| 21 DETOUR ROUTE SCENARIO C |
File details come from the government source that posted it. Updated .