HomeMy WebLinkAbout9008 SHEETS 2021-03-16_ds3406 DALE PLACE
DESCRIPTIONSHEETS
FORT PIERCE, FLORIDA
Fort Pierce, FloridaOF SHEETS
JOB #CAULFIELD & WHEELER, INC.PERMIT SET
CIVIL ENGINEERING - LAND SURVEYINGPHONE (561)-392-1991 / FAX (561)-750-14527900 GLADES ROAD - SUITE 100BOCA RATON, FLORIDA 33434 3406 DALE PLACE9008
5Cover SheetSITE
LOCATION MAP
COVER SHEET
DEMOLITION PLAN
POLLUTION PREVENTION PLAN
PAVING, GRADING, AND DRAINAGE PLAN
PAVING, GRADING, AND DRAINAGE DETAILS
CV1
PD1
PD2
PD3
PD4
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PAVING, GRADING, & DRAINAGE PLANS
FOUND 1/2"
IRON ROD
FOUND 1/2"
IRON ROD
BLOCK
CORNER
180.00' (R)Fort Pierce, FloridaOF SHEETS
JOB #CAULFIELD & WHEELER, INC.PERMIT SET
CIVIL ENGINEERING - LAND SURVEYINGPHONE (561)-392-1991 / FAX (561)-750-14527900 GLADES ROAD - SUITE 100BOCA RATON, FLORIDA 33434 3406 DALE PLACE9008
5 Demolition Plan
FOUND 1/2"
IRON ROD
FOUND 1/2"
IRON ROD
180.00' (R)Fort Pierce, FloridaOF SHEETS
JOB #CAULFIELD & WHEELER, INC.PERMIT SET
CIVIL ENGINEERING - LAND SURVEYINGPHONE (561)-392-1991 / FAX (561)-750-14527900 GLADES ROAD - SUITE 100BOCA RATON, FLORIDA 33434 3406 DALE PLACE9008
5 Pollution Prevention PlanFLOATING TURBIDITY BARRIERS
SILT FENCE INSTALLATION DETAIL
(2 of 2)(1 of 2)
SILT FENCE INSTALLATION DETAIL
INLET FILTER DETAIL
LEGEND
DEFINITIONS
1. COUNTY - ST LUCIE COUNTY
2. CITY - N/A
3. CONTRACTOR - UTILITY CONTRACTOR AND ALL UTILITY SUBCONTRACTORS
4. ENGINEER - ENGINEER RESPONSIBLE FOR INSPECTION AND CERTIFICATION
PROCEDURE
1. A PRE-CONSTRUCTION MEETING IS TO BE HELD PRIOR TO DELIVERY OF MATERIALS AND
INITIATION OF ANY WATER AND SEWER CONSTRUCTION. THE MEETING SHALL BE ATTENDED
BY THE COUNTY, CONTRACTOR, SUBCONTRACTORS, ENGINEER AND OTHER INTERESTED
PARTIES.
2. ANY REVISIONS TO THE APPROVED PLANS MUST BE APPROVED BY THE COUNTY PRIOR TO
THE PRE-CONSTRUCTION MEETING.
3. A MINIMUM OF THREE (3) COPIES OF THE CURRENT APPROVED PRODUCT LIST AND ALL
NECESSARY SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO SCHEDULING
THE PRE-CONSTRUCTION MEETING. ALL PIPE MANUFACTURERS SHALL SUBMIT THREE (3)
COPIES OF AN AFFIDAVIT THAT THE PIPE AND COATINGS WERE MANUFACTURED IN
ACCORDANCE WITH AWWA C151/A21.51-91.
4. ALL APPLICABLE PERMITS MUST BE OBTAINED WITH COPIES PROVIDED TO THE CITY
PRIOR TO COMMENCEMENT OF CONSTRUCTION.
5. THE CONTRACTOR SHALL MAINTAIN A CURRENT APPROVED SET OF CONSTRUCTION
DOCUMENTS ON SITE AT ALL TIMES.
6. ALL MATERIALS SUPPLIED SHALL CONFORM TO PRODUCT LIST AND SHOP DRAWINGS AS
APPROVED BY THE COUNTY PRIOR TO CONSTRUCTION. ALL REQUESTS FOR MATERIAL
SUBSTITUTION SHALL BE APPROVED PRIOR TO DELIVERY OF THESE MATERIALS TO THE JOB
SITE.
7. THE LOCATION OF THE EXISTING UTILITIES AS SHOWN ON THE PLANS ARE APPROXIMATE
ONLY. THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF
OTHER UTILITIES (NOT SHOWN ON THE PLAN) EXIST WITHIN THE AREA OF CONSTRUCTION.
SHOULD THERE BE UTILITY CONFLICTS, THE CONTRACTOR SHALL INFORM THE COUNTY AND
NOTIFY THE RESPECTIVE UTILITY OWNER TO RESOLVE THE UTILITY CONFLICTS AND THE
UTILITY ADJUSTMENTS AS REQUIRED.
8. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION
OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES
FROM DAMAGE OR DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR TAKING SUCH MEASURES AS NECESSARY TO PROTECT THE HEALTH, SAFETY, AND
WELFARE OF THOSE PERSONS HAVING ACCESS TO THE WORK SITE.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING LOCATIONS OF ALL OTHER
UTILITY FACILITIES.
10. THE CONTRACTOR SHALL SCHEDULE INSPECTIONS AND TESTS WITH THE CITY AND/OR
COUNTY A MINIMUM OF 24 HOURS IN ADVANCE.
11. CONTRACTOR SHALL NOT DISTURB EXISTING COUNTY MAINS OR STRUCTURES WITHOUT THE
PRESENCE OF A COUNTY INSPECTOR. COUNTY UTILITY SYSTEM VALVES AND APPURTENANCES
MAY ONLY BE OPERATED BY COUNTY PERSONNEL.
12. FACILITIES PROPOSED HEREIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
APPROVED PLANS. DEVIATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN
ADVANCE BY THE CITY & COUNTY.
13. UPON COMPLETION OF CONSTRUCTION AND PRIOR TO FINAL ACCEPTANCE OF THE
WORK, A FINAL INSPECTION SHALL VERIFY PROPER ADHERENCE TO ALL FACETS OF THE
PLANS AND SPECIFICATIONS.
14. PAVING, DRAINAGE AND TRAFFIC CONSTRUCTION SHALL CONFORM TO FLORIDA
DEPARTMENT OF TRANSPORTATION ROADWAY AND DESIGN STANDARDS, STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD) AND PALM BEACH COUNTY TYPICAL No. T-P-13 (LATEST
REVISION) UNLESS SHOWN OTHERWISE.
15. AS-BUILT DRAWINGS SHALL BE PREPARED BY A REGISTERED LAND SURVEYOR,
REGISTERED IN THE STATE OF FLORIDA, AND SUBMITTED BY THE CONTRACTOR TO
THE CITY & COUNTY.
16. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY
WITH FLORIDA STATUTE 553-851 FOR PROTECTION OF UNDERGROUND GAS PIPE LINES.
17. CONTRACTOR SHALL NOTIFY SUNSHINE STATE ONE (1-800-432-4770) 48 HOURS IN
ADVANCE OF CONSTRUCTION.
18. GRADES SHOWN ON PLANS ARE FINISHED GRADES. THE CONTRACTOR SHALL BE
REQUIRED TO ADJUST EXISTING SANITARY SEWER MANHOLE TOPS AND VALVE BOX COVERS
TO FINISHED GRADE.
19. CONTRACTOR SHALL MAINTAIN LOCAL TRAFFIC AT ALL TIMES DURING CONSTRUCTION
AND SHALL BE REQUIRED TO PROVIDE ALL BARRICADES, LIGHTING, SIGNAGE AND FLAGMEN
AS NECESSARY TO PROVIDE FOR THE SAFETY OF THE PUBLIC IN THE WORK AREA. THE
CONTRACTOR SHALL SUBMIT A DETAILED TRAFFIC MAINTENANCE PLAN PRIOR TO
CONSTRUCTION.
20. EXISTING BASE MATERIAL THAT IS REMOVED DURING CONSTRUCTION SHALL NOT BE
USED IN THE CONSTRUCTION OF NEW LIMEROCK BASE.
21. ALL VEGETATION, DEBRIS, CONCRETE OR OTHER UNSUITABLE MATERIAL SHALL BE
LEGALLY DISPOSED OF OFF-SITE IN AN AREA AT THE CONTRACTORS EXPENSE.
22. CONTRACTOR SHALL UTILIZE CONSTRUCTION METHODS AND DEVICES, SUCH AS
TURBIDITY SCREENS, CURTAINS AND FLOATING SILT BARRIERS WHERE NECESSARY IN
ORDER TO COMPLY WITH ALL STATE AND LOCAL WATER QUALITY STANDARDS.
23. ALL REINFORCED CONCRETE STORM SEWER PIPE SHALL BE CLASS III, UNLESS
OTHERWISE NOTED.
24. ALL PAVED SURFACES SHALL BE PROPERLY MARKED PRIOR TO HOURS OF DARKNESS.
PERMANENT PAVEMENT MARKING STALLS SHALL BE LAID OUT USING MARKING CHALK.
LAYOUT TO BE REVIEWED BY THE COUNTY PRIOR TO PLACEMENT OF FINAL MARKING.
25. EMBANKMENT (FILL) AND EXCESS MATERIAL REQUIRED FOR ROADWAY RECONSTRUCTION
AND UTILITY INSTALLATIONS SHALL BE SUPPLIED AND/OR DISPOSED OF BY THE
CONTRACTOR. ALL COSTS ASSOCIATED WITH EARTHWORK REQUIREMENTS TO
COMPLETE THE ROADWAY RECONSTRUCTION AND UTILITY IMPROVEMENTS SHALL BE
INCLUDED IN THE COSTS OF OTHER APPROPRIATE PAY ITEMS.
26. CONTINUITY OF WATER AND SEWER SERVICE TO COUNTY UTILITY CUSTOMERS SHALL BE
MAINTAINED THROUGHOUT THE DURATION OF THIS PROJECT. IF A BREAK IN SERVICE IS
UNAVOIDABLE TO ACCOMMODATE CONNECTION OF NEW FACILITIES, IT SHALL BE
SCHEDULED FOR OFF PEAK HOURS WITH THE COUNTY. DETERMINATION OF SERVICE
BREAK REQUIREMENT WILL BE MADE BY THE COUNTY.
27. SITE INFORMATION BASED ON A SURVEY PREPARED BY: CAULFIELD AND WHEELER, INC.
28. RELOCATION OF UTILITY POLES AND GAS PIPE LINES SHALL BE COORDINATED BY THE
CONTRACTOR WITH FLORIDA POWER AND LIGHT, AND FLORIDA PUBLIC UTILITIES,
RESPECTIVELY. EACH UTILITY HAS BEEN NOTIFIED THAT THEY WILL BE REQUIRED TO
RELOCATE THEIR UTILITIES.
PLAN
SECTION A-A
A A
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
DELRAY BEACH DETAIL D 9.1bDELRAY BEACH DETAIL D 9.1a
LEGEND
Fort Pierce, FloridaOF SHEETS
JOB #CAULFIELD & WHEELER, INC.PERMIT SET
CIVIL ENGINEERING - LAND SURVEYINGPHONE (561)-392-1991 / FAX (561)-750-14527900 GLADES ROAD - SUITE 100BOCA RATON, FLORIDA 33434 3406 DALE PLACE9008
5Paving, Grading, and Drainage Plan
Fort Pierce, FloridaOF SHEETS
JOB #CAULFIELD & WHEELER, INC.PERMIT SET
CIVIL ENGINEERING - LAND SURVEYINGPHONE (561)-392-1991 / FAX (561)-750-14527900 GLADES ROAD - SUITE 100BOCA RATON, FLORIDA 33434 3406 DALE PLACE9008
5Paving Grading and DrainageDetails