Cul-de-sac_Median_Plan.pdf
PDF 3 MB Posted
- Attached to
- Pasadena Lakes - Cul de Sac Modification Re-Bid
- Solicitation number
- PSEN-2026-QQ-02
- Issued by
- Broward County, Florida
About this file
This is a construction plan document for the City of Pembroke Pines, Florida, detailing cul-de-sac modifications on NW 18th Street in the Pasadena Lakes community. The project involves median and street swale modifications including pavement construction, curbing installation, concrete pavers, and landscape work. Key construction specifications include 1.5 inches of SP-9.5 asphalt surface course, 8 inches of limerock base with minimum 70% calcium carbonate content, 12 inches of stabilized subgrade, and concrete pavers with header curbs in designated areas. The contractor is responsible for utility locates through Sunshine State One Call, implementation of erosion control measures, traffic control during construction, and coordination with the City's construction manager regarding existing irrigation systems and street lighting modifications. All pavement construction must comply with Florida Department of Transportation standards, and density testing by an independent certified Florida laboratory is required at specified intervals: one test per 12-inch lift for backfill, one test per 500 square feet for subgrade (minimum two tests per area), and one test per 500 square feet for base (minimum two tests per area).
The contractor bears full responsibility for proper waste disposal, site safety, OSHA compliance, and protection of all existing utilities and property improvements. Any damage to existing infrastructure, utilities, curbing, sidewalks, landscaping, irrigation systems, or adjacent property must be repaired or restored at no additional cost to the City. All existing tree roots and organic materials within landscape median areas must be removed to a minimum depth of 12 inches below pavement subgrade and replaced with clean backfill material compacted to 98% maximum dry density. The contractor must also adjust elevation of existing utility appurtenances such as manhole covers, valve boxes, and sprinkler heads to match finished pavement elevation and cross slope. Finished grading of landscape areas must allow for minimum 3 inches of topsoil and St. Augustine sod or 4 inches of mulch, with minimum 1 inch differential below back of curb for sod growth. All work must be performed in accordance with applicable federal, state, and local regulations, with contract document provisions governing the project unless modified by City addendum.
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NW 18th STREET
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It's fast. It's free. It's the law.
www.callsunshine.com
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DEMOLITION NOTES:
1. ALL DEMOLITION ACTIVITIES/WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LIMITS AND CONDITIONS AS NOTED ON THE PLAN, AS WELL AS ALL
APPLICABLE FEDERAL, STATE, COUNTY AND OTHER LOCAL JURISDICTIONAL REGULATIONS.
2. CONTRACTOR SHALL CONTACT 'SUNSHINE STATE ONE' FOR UNDERGROUND UTILITIES LOCATES BY CALLING 1-800-432-4770. A 'SUNSHINE STATE ONE CALL
LOCATION CERTIFICATION' SHALL BE OBTAINED AND A COPY PROVIDED TO THE CITY'S PROJECT MANAGER PRIOR TO START OF ANY DEMOLITION
WORK/ACTIVITIES.
3. CONTRACTOR SHALL FIELD IMPLEMENT SILT FENCING AND ALL OTHER APPLICABLE EROSION CONTROL AND STORMWATER POLLUTION PREVENTION MEASURES/DEVICES AS MAY BE NECESSARY PRIOR TO THE START OF DEMOLITION WORK/ACTIVITIES WITHIN THE STREET MEDIAN AREAS/LIMITS OF THE
PROJECT.
4. CONTRACTOR TO PROTECT ALL EXISTING UTILITIES (ABOVE AND BELOW GROUND) AND ALL OTHER EXISTING STREET AND ADJACENT PROPERTY OWNERS RELATED IMPROVEMENTS, INCLUDING CURBING, SIDEWALKS, LANDSCAPING, IRRIGATION SYSTEMS, MAIL BOXES, ETC. DAMAGE OCCURRING TO ANY EXISTING UTILITIES AND/OR OTHER EXISTING STREET AND ADJACENT PROPERTY OWNERS RELATED IMPROVEMENTS DURING THE COMPLETION OF THE PROJECT SHALL BE REPAIRED AND/OR RESTORED TO THEIR ORIGINAL EXISTING CONDITION OR BETTER BY THE CONTRACTOR AT NO ADDITIONAL COSTS TO THE CITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RETURNING ALL STREET AND STREET SWALE AREAS TO THEIR “PRE-DEMOLITION”
CONDITION.
5. CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL DEMOLITION MATERIALS/DEBRIS AS APPLICABLE TO THE PROPOSED/REQUIRED CONSTRUCTION AND IMPROVEMENTS AND OVERALL REQUIRED WORK EFFORTS. REMOVAL AND DISPOSAL OF SUCH DEMOLITION MATERIALS/DEBRIS SHALL COMPLY WITH ALL APPLICABLE REGULATIONS GOVERNING THE REMOVAL AND DISPOSAL OF SUCH MATERIALS/DEBRIS.
6. CONTRACTOR SHALL REMOVE DEMOLISHED CONSTRUCTION MATERIALS/DEBRIS FROM THE PROJECT LIMITS/SITE ON A REGULAR BASIS. ACCUMULATION OF DEMOLISHED CONSTRUCTION MATERIALS/DEBRIS WITHIN THE PROJECT LIMITS/SITE WILL NOT BE PERMITTED AND WILL BE SUBJECT TO POSSIBLE CODE
VIOLATION ENFORCEMENT.
7. CONTRACTOR SHALL PROVIDE VEHICULAR TRAFFIC CONTROL MEASURES AS MAY BE NECESSARY TO MAINTAIN VEHICULAR ACCESS WITHIN AND THROUGH THE CUL-DE-SAC TO ALLOW FOR NORMAL DAILY ACTIVITIES UNLESS 'TEMPORARY BLOCKING-OFF' OF A LIMITED STREET AREA HAS BEEN AGREED TO IN ADVANCE BY THE CITY'S CONSTRUCTION MANAGER AND/OR CITY'S ASSIGNED FIELD INSPECTOR AS PART OF THE CONSTRUCTION ACTIVITIES. THE VEHICULAR TRAFFIC CONTROL MEASURES SHALL BE GENERALLY SAFE PRACTICES CONFORMING TO THE 'FLORIDA DEPARTMENT OF TRANSPORTATION
(FDOT) AND/OR 'MANUAL OF UNIFORM TRAFFIC CONTROL DEVICE (MUTCD) STANDARDS.
8. CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY AND SUPERVISION AND SHALL PROCEED WITH THE DEMOLITION WORK/ACTIVATES IN A SYSTEMATIC AND SAFE MANNER FOLLOWING ALL OSHA REQUIREMENTS TO INSURE PUBLIC AND CONTRACTOR SAFETY.
9. CONTRACTOR SHALL SAWCUT IN A NEAT, UNIFORM STRAIGHT EDGE/LINE AT THE LOCATION OF ALL EXISTING ASPHALT PAVEMENT WITH MINIMUM DISTURBANCE AND SURFACE MARKING TO THE REMAINING ADJACENT EXISTING PAVEMENT TO REMAIN. IF CONSTRUCTION ACTIVITIES RESULT IN THE “RAVELING”/BREAKING OF THE SAWCUT EDGE/LINE, THEN THE CONTRACTOR SHALL REDO THE SAWCUT EDGE/LINE BACK FROM THE “RAVELED”/BROKEN EDGE/LIMITS PRIOR TO COMPLETION OF THE PAVEMENT RESTORATION/PLACEMENT OF THE ASPHALT.
10. CONTRACTOR TO COORDINATE WITH THE CITY CONSTRUCTION MANAGER PRIOR TO THE START OF ANY CONSTRUCTION TO OBTAIN A DIRECTIVE ON WHETHER CITY FORCES SHALL REMOVE AND DISPOSE OF OR REMOVE AND PRESERVE FOR LATER REUSE THE EXISTING TREE AND OTHER PLANTINGS
WITHIN THE EXISTING MEDIAN AREA.
11.CONTRACTOR TO COORDINATE WITH THE CITY CONSTRUCTION MANAGER PRIOR TO THE START OF ANY CONSTRUCTION TO OBTAIN RELEVANT INFORMATION ON THE EXISTING IRRIGATION AND/OR STREET LIGHTING SYSTEM IMPROVEMENTS WITHIN THE LIMITS OF CONSTRUCTION THAT WILL OR COULD BE IMPACTED AND TO COORDINATE ANY REQUIRED SHUTDOWN AND REMOVAL/MODIFICATIONS OF THE EXISTING IRRIGATION AND/OR STREET LIGHTING SYSTEM IMPROVEMENTS AS MAY BE NECESSARY TO ALLOW FOR THE PROPOSED NEW PAVEMENT AND MEDIAN CONSTRUCTION/IMPROVEMENTS.
12.FOR THE LANDSCAPE MEDIAN AREA HAVING EXISTING TREES/HEDGES/PLANTINGS THAT ARE TO BE REMOVED AND/OR RELOCATED TO ALLOW FOR PAVEMENT, CURBING AND PAVERS CONSTRUCTION, ALL EXISTING SOILS MATERIALS AND TREE ROOTS TO A DEPTH OF TWELVE (12”) INCHES (MINIMUM) BELOW THE BOTTOM OF PAVEMENT SUBGRADE SHALL BE REMOVED AND REPLACED WITH CLEAN BACKFILL MATERIAL FOR THE ENTIRE LIMITS OF THE LANDSCAPE ISLAND/AREA TO BE MODIFIED/PAVED. BACKFILL MATERIAL SHALL CONSIST OF MATERIAL HAVING A MAXIMUM PARTICLE SIZE OF 1” (INCH) IN ANY DIMENSION AND A MINIMUM LBR OF 40. BACKFILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12” (INCHES) AND COMPACTED TO 98%
MINIMUM OF THE MAXIMUM DRY DENSITY PER A.A.S.H.T.O. T-180.
13.SHOULD ANY INFORMATION OR NOTES ON THIS PLAN BE IN DIRECT CONFLICT WITH THE PROVISIONS OR TECHNICAL SPECIFICATIONS CONTAINED IN THE CONTRACT DOCUMENTS FOR THIS PROJECT, THE INTENT OF THE CONTRACT DOCUMENTS SHALL GOVERN UNLESS OTHERWISE MODIFIED BY THE CITY
BASED UPON AN ADDENDUM ISSUED IN REPONSE TO AN 'RFI' DURING THE BIDDING PROCESS.
MEDIAN / STREET SWALE MODIFICATION NOTES:
1. ALL PAVEMENT CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) 'STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION', LATEST EDITION, AND/OR THE CITY OF PEMBROKE PINES STANDARDS.
2. ALL EXISTING TREE ROOTS AND OTHER ORGANIC AND DELETERIOUS (UNSUITABLE) MATERIALS WITHIN THE LIMITS OF THE LANDSCAPE MEDIAN AREA TO BE
MODIFIED/PAVED SHALL BE REMOVED TO THEIR FULL DEPTH AND/OR TO A MINIMUM DEPTH OF TWELVE (12”) INCHES BELOW THE BOTTOM OF PAVEMENT SUBGRADE AND REPLACED WITH CLEAN BACKFILL MATERIAL HAVING A MAXIMUM PARTICLE SIZE OF 1” (INCH) IN ANY DIMENSION AND A MINIMUM LBR OF 40.
BACKFILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12” (INCHES) AND COMPACTED TO 98% MINIMUM OF THE MAXIMUM DRY DENSITY PER A.A.S.H.T.O. T-180. NOTE THAT THE CITY'S CONSTRUCTION MANAGER AND/OR ASSIGNED FIELD INSPECTOR SHALL CONFIRM THE PRESENCE OF ANY ORGANIC AND/OR DELETERIOUS (UNSUITABLE) MATERIALS WITHIN THE LIMITS OF THE LANDSCAPE MEDIAN AREA TO BE MODIFIED/PAVED AND THE NEED TO REMOVE SUCH MATERIALS TO THEIR FULL DEPTH PRIOR TO PLACEMENT OF BACKFILL/SUBGRADE MATERIALS.
3. COMPACTION DENSITY TESTS AND ALL OTHER TYPICALLY REQUIRED TESTS ASSOCIATED WITH PAVEMENT CONSTRUCTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING LABORATORY, CERTIFIED IN THE STATE OF FLORIDA. ALL TESTING COSTS SHALL BE PAID FOR BY THE CONTRACTOR UNLESS OTHERWISE STIPULATED IN THE CONDITIONS OF THE CONTRACT DOCUMENTS. ALL TEST RESULTS SHALL BE SENT FROM THE TESTING LABORATORY
DIRECTLY TO THE CITY CONSTRUCTION MANAGER.
4. THE DENSITY TEST LOCATIONS FOR BACKFILL MATERIALS (AS MAY BE APPLICABLE), PAVEMENT SUBGRADE AND ROCKBASE SHALL BE AS FIELD DIRECTED BY THE CITY'S CONSTRUCTION MANAGER OR ASSIGNED FIELD INSPECTOR. DENSITY TESTS SHALL BE AS FOLLOW :
· SUBSOIL EXCAVATION BACKFILL - ONE (1) TEST PER EVERY 12” LIFT PER MAXMIMUM OF EVERY 500 SF OF EXCAVATION/BACKFILL AREA
· PAVEMENT SUBGRADE - ONE TEST PER EVERY 500 SF OR MINIMUM OF TWO (2) TESTS FOR EACH AREA OF NEW PAVEMENT
· PAVEMENT BASE - ONE (1) TEST PER EVERY 500 SF OR MINIMUM OF TWO (2) TESTS FOR EACH NEW PAVEMENT AREA
5. ALL PAVEMENT CONNECTIONS AND REPAIRS SHALL HAVE A STRAIGHT SAW-CUT EDGE/LINE ENCOMPASSING ALL “RAVELED”/BROKEN EDGES PRIOR TO
PLACING THE NEW ASPHALT PAVEMENT SURFACE OR MOUNTABLE 'RA' TYPE CURB.
6. CONTRACTOR TO ADJUST THE ELEVATION OF ANY EXISTING SITE RELATED UTILITIES APPURTENANCES SUCH AS SEWER/DRAINAGE MANHOLES RINGS AND COVERS, SEWER CLEANOUT BOXES AND LIDS, WATER VALVE BOXES AND LIDS, IRRIGATION CONTROL VALVE BOXES, IRRIGATION SPRINKLER HEADS, SITE LIGHTING/ELECTRICAL BOXES, ETC AS MAY BE APPLICABLE TO MATCH BOTH THE FINISHED ELEVATION AND CROSS SLOPE OF THE NEW ASPHALT PAVEMENT/CONCRETE PAVERS IN WHICH THE EXISTING UTILITIES RELATED APPURTENANCES ARE LOCATED.
7. CONTRACTOR TO PROTECT ALL EXISTING STREET, UTILITIES, AND ADJACENT PROPERTY OWNERS' IMPROVEMENTS FROM DAMAGE DURING CONSTRUCTION. DAMAGE OCCURRING TO ANY EXISTING STREET, UTILITIES AND ADJACENT PROPERTY OWNERS' IMPROVEMENTS DURING THE COMPLETION OF THE PROJECT CONSTRUCTION/IMPROVEMENTS SHALL BE REPAIRED AND/OR RESTORED TO THEIR ORIGINAL EXISTING CONDITION OR
BETTER BY THE CONTRACTOR AT NO ADDITIONAL COSTS TO THE CITY.
8. EXISTING STREET SWALE / GREEN AREAS AFFECTED/DAMAGED BY PROJECT'S CONSTRUCTION/IMPROVEMENTS SHALL BE REGRADED AND RESODDED AS NECESSARY TO ADDRESS ANY DAMAGE AND ANY REQUIRED ADJUSTMENTS AND/ OR REPLACEMENT OF PROPERTY OWNERS' IRRIGATION SYSTEM IMPROVEMENTS AFFECTED BY THE PAVEMENT WIDENING AND / OR SWALE REGRADING / RESODDING SHALL BE COMPLETED AS PART OF THE PROJECT'S
SCOPE OF WORK.
9. FINISHED GRADING OF THE LANDSCAPE/PLANTER AREA WITHIN THE MEDIAN SHALL ALLOW FOR SUFFICIENT DIFFERENTIAL IN ELEVATION BELOW THE NEW BACK OF CURB FOR PLACEMENT OF A MINIMUM OF 3” OF TOPSOIL MIX AND ST. AUGUSTINE SOD AND/OR /4” OF MULCH, WHILE PROVIDING FOR A MINIMUM OF ONE (1”) INCH DIFFERENTIAL IN ELEVATION OF THE IN-PLACE SOD AND/OR MULCH BELOW THE BACK OF CURB FOR THE SOD TO GROW AND MATURE.
10.ALL NEW PAVEMENT AREAS SPECIFICALLY DESIGNATED/NOTED ON THE PLANS TO BE CONSTRUCTED SHALL UTILIZE THE FOLLOWING MINIMUM
PAVEMENT SPECIFICATIONS:
· 11/2” TYPE SP-9.5 ASPHALT SURFACE COURSE
· 8” LIMEROCK BASE HAVING A MINIMUM CALCIUM CARBONATE CONTENT OF 70% AND COMPACTED TO 98% OF THE MAXIMUM DRY DENSITY PER
AASHTO T-180 WITH A MINIMUM LBR OF 100
· 12” OF STABILIZED SUBGRADE HAVING A MINIMUM LBR OF 40 AND COMPACTED TO 98% OF THE MAXIMUM DRY DENSITY PER AASHTO T-180
11.CONTRACTOR TO COORDINATE WITH THE CITY CONSTRUCTION MANAGER PRIOR TO THE START OF ANY CONSTRUCTION TO OBTAIN RELEVANT INFORMATION ON THE EXISTING IRRIGATION AND/OR STREET LIGHTING SYSTEM IMPROVEMENTS WITHIN THE LIMITS OF CONSTRUCTION AND TO COORDINATE ANY REQUIRED SHUTDOWN AND MODIFICATIONS OF THE EXISTING IRRIGATION AND/OR STREET LIGHTING SYSTEM IMPROVEMENTS AS MAY BE NECESSARY TO ALLOW FOR THE PROPOSED MEDIAN MODIFICATIONS/IMPROVEMENTS. ALL FIELD MODIFICATIONS TO THE EXISTING IRRIGATION SYSTEM IMPROVEMENTS SHALL BE COMPLETED BY CITY FORCES, BUT COORDINATION OF THE COMPLETION OF SUCH MODIFICATIONS WITH THE CITY IS THE
RESPONSIBILITY OF THE CONTRACTOR TO INSURE SCHEDULE COMMITMENTS ARE MET, ETC.
12.SHOULD ANY INFORMATION OR NOTES ON THIS PLAN BE IN DIRECT CONFLICT WITH THE PROVISIONS OR TECHNICAL SPECIFICATIONS CONTAINED IN THE CONTRACT DOCUMENTS FOR THIS PROJECT, THE INTENT OF THE CONTRACT DOCUMENTS SHALL GOVERN UNLESS OTHERWISE MODIFIED BY THE CITY BASED UPON AN ADDENDUM ISSUED IN RESPONSE TO AN 'RFI' DURING THE BIDDING PROCESS.
JUNE 2026
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AutoCAD SHX Text ADJUST ALIGNMENT/RADIUS OF HEADER CURB AT EXIST. LIGHT POLE AS NEEDED TO PROVIDE MIN. 6" CLEARANCE TO THE EXIST LIGHT POLE.
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EXIST. LIGHT POLE (TO REMAIN)
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EXIST. EDGE OF PAVEMENT (TYP.)
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NEW PAVEMENT CONSTRUCTION (TYP.) (REFER TO "LEGEND")
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EXIST. WATER METER (TO REMAIN)
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SAWCUT & MATCH EXIST. PAVEMENT (TYP.) (REFER TO CITY STANDARD R-39)
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