Johnson_St_and_NW_201_St_-_Drainage_Modifications_Plans.pdf

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KNOW WHAT'S BELOW

ALWAYS CALL 811BEFORE YOU DIG

It's fast. It's free. It's the law.

www.callsunshine.com

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PERMIT PLANS

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CONSTRUCTION NOTES:

1. CONTRACTOR SHALL CONTACT “SUNSHINE 811” FOR UNDERGROUND UTILITIES LOCATES BY CALLING 1-800-432-4770. A 'SUNSHINE 811” CALL LOCATION CERTIFICATION/LOCATES TICKET SHALL BE OBTAINED AND A COPY PROVIDED TO THE CITY'S PROJECT MANAGER PRIOR TO START OF

ANY DEMOLITION WORK/ACTIVITIES.

2. CONTRACTOR SHALL-FIELD IMPLEMENT APPLICABLE EROSION CONTROL AND STORMWATER POLLUTION PREVENTION MEASURES/DEVICES AS MAY BE NECESSARY PRIOR TO THE START OF ANY DRAINAGE SYSTEM IMPROVEMENTS AND/OR SWALE EXCAVATION WORK/ACTIVITIES WITHIN

THE LIMITS OF THE PROJECT.

3. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE EXACT HORIZONTAL LOCATION AND ELEVATION OF ALL EXISTING PUBLIC AND CITY UTILITY LINES/MAINS RUNNING ADJACENT TO OR BEING CROSSED BY THE PROPOSED DRAINAGE PIPING SYSTEM AND/OR POSSIBLY IMPACTED BY

THE INSTALLATION OF THE DRAINAGE STRUCTURES IMPROVEMENTS.

CONTRACTOR SHALL COMPLETE THE NECESSARY EXCAVATIONS AND/OR “SOFT-DIGS” TO VERIFY THE HORIZONTAL LOCATIONS AND ELEVATIONS OF ALL APPLICABLE EXISTING PUBLIC AND CITY UTILITIES WITHIN THE PROJECT LIMITS TO CONFIRM ANY POSSIBLE FIELD CONFLICTS WITH OF THE PROPOSED DRAINAGE SYSTEM IMPROVEMENTS. ANY SUCH FIELD IDENTIFIED CONFLICTS ARE TO BE BROUGHT TO THE ATTENTION OF THE CITY CONSTRUCTION MANAGER PRIOR TO THE SUBMITTAL OF THE SHOP DRAWINGS FOR THE PROPOSED ADS NYLOPLAST DRAIN BASIN

STRUCTURES AND OTHER DRAINAGE SYSTEM IMPROVEMENTS MATERIALS.

4. CONTRACTOR TO PROTECT ALL EXISTING UTILITIES (ABOVE AND BELOW GROUND), EXISTING STREETS AND ADJACENT PROPERTY OWNERS RELATED IMPROVEMENTS, INCLUDING CURBING, SIDEWALKS, LANDSCAPING, IRRIGATION SYSTEMS, ETC. DAMAGE OCCURRING TO ANY EXISTING UTILITIES, EXISTING STREETS 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 OR BETTER.

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 APPLICABLE VEHICULAR TRAFFIC CONTROL MEASURES (MOT) AS MAY BE NECESSARY TO MAINTAIN VEHICULAR ACCESS WITHIN THE ADJACENT STREETS ABUTTING THE PROJECT LIMITS TO ALLOW FOR NORMAL DAILY VEHICULAR AND PEDESTRIAN TRAFFIC ACTIVITIES UNLESS 'TEMPORARY BLOCKING-OFF/CLOSURE' 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 (MOT) SHALL BE GENERALLY SAFE PRACTICES CONFORMING TO THE 'FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT)

AND/OR 'MANUAL OF UNIFORM TRAFFIC CONTROL DEVICE (MUTCD) STANDARDS.

'SITE SPECIFIC' MAINTENANCE OF TRAFFIC (MOT) PLANS PREPARED BY AN FDOT CERTIFIED MOT ENGINEER MUST BE SUBMITTED TO THE CITY ENGINEERING DIVISION AS PART OF THE REQUIRED ENGINEERING PERMIT DOCUMENTATION FOR ACCEPTANCE. ALL MOT MEASURES MUST BE IMPLEMENTED IN THE FIELD AND INSPECTED BY THE CITY'S ASSIGNED FIELD INSPECTOR PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.

8. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY AND SUPERVISION AND SHALL PROCEED WITH PROJECT DRAINAGE IMPROVEMENTS WORK/ACTIVITIES IN A SYSTEMATIC AND SAFE MANNER FOLLOWING ALL OSHA REQUIREMENTS TO INSURE PUBLIC AND CONTRACTOR SAFETY.

9. CONTRACTOR SHALL SAWCUT THE EXISTING PAVEMENT IN A NEAT, UNIFORM EDGE/LINE TO ALLOW FOR COMPLETION OF THE REQUIRED PAVEMENT RESTORATION WITHIN THE EXISTING DRIVEWAY SERVING THE CITY'S LIFTS STATION FACILITY.

10. CONTRACTOR TO COORDINATE WITH ERIC ESTEBANEZ WITH POINT MANAGEMENT GROUP, INC., PROPERTY MANAGER FOR THE CHAPEL TRAIL COMMUNITY, AT (561) 274-3031 OR BY EMAIL AT 'Eric@Pointe.Group' PRIOR TO THE START OF ANY CONSTRUCTION TO OBTAIN RELEVANT INFORMATION ON THE EXISTING IRRIGATION SYSTEM WITHIN THE LIMITS OF DRAINAGE SYSTEM IMPROVEMENTS AND SWALE REGRADING THAT COULD POSSIBLY BE IMPACTED AND TO COORDINATE ANY REQUIRED SHUTDOWN AND REMOVAL/MODIFICATIONS OF THE EXISTING IRRIGATION SYSTEM IMPROVEMENTS AS MAY BE NECESSARY TO ALLOW FOR THE PROPER COMPLETION OF THE PROPOSED DRAINAGE SYSTEM

IMPROVEMENTS AND SWALE REGRADING.

11. CONTRACTOR TO COORDINATE WITH FLORIDA POWER AND LIGHT (FPL) PRIOR TO THE START OF CONSTRUCTION TO OBTAIN RELEVANT INFORMATION ON THE EXISTING STREET LIGHTING ELECTRICAL SUPPLY SYSTEM IMPROVEMENTS WITHIN THE LIMITS OF THE DRAINAGE SYSTEM

IMPROVEMENTS.

12. CONTRACTOR SHALL FINISH GRADE SWALE/GREEN AREAS TO ALLOW FOR SUFFICIENT DIFFERENTIAL IN ELEVATION BELOW THE EDGE OF PAVEMENT AND SWALE GRADE/ELEVATIONS TO ALLOW FOR PLACEMENT OF A MINIMUM OF 3" OF TOPSOIL MIX AND ST. AUGUSTINE SOD, WHILE PROVIDING FOR A MINIMUM OF ONE (1") INCH DIFFERENTIAL IN ELEVATION OF THE FINISHED IN-PLACE SOD BELOW THE EDGE OF PAVEMENT

AND/OR BACK OF CURB (AS APPLICABLE) FOR THE SOD TO GROW AND MATURE.

13. CONTRACTOR SHALL COMPLETE THE PROJECT CONSTRUCTION IMPROVEMENTS BASED UPON UTILIZATION OF THE ALL APPLICABLE CITY

ENGINEERING STANDARDS AS REFLECTED AND/OR REFERENCED ON THE PLANS.

14. CONTRACTOR SHALL CLEAN THE EXISTING INLET (POINT OF CONNECTION), EXISTING 18" CAP OUTFALL PIPE TO EXISTING LAKE HEADWALL AND EXISTING LAKE HEADWALL. CONTRACTOR SHALL REMOVE THE POLLUTION RETARDANT BAFFLE WITHIN THE EXISTING INLET STRUCTURE (OUTFALL STRUCTURE), AS REQUIRED TO ALLOW THE PROPER CLEANING OF THE EXISTING 18" CAP OUTFALL PIPE TO THE EXISTING LAKE HEADWALL. CONTRACTOR SHALL REMOVE ALL PLANT VEGETATION FROM THE LIMITS OF THE CONCRETE HEADWALL AND IN FRONT OF THE

"MOUTH" OF THE OUTFALL PIPE.

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AutoCAD SHX Text CORE DRILL EXIST. STRUCTURE @ INV. EL.(-)0.35(W) AND CONNECT PROPOSED. 12" HDPE (PROVIDE 12" CONC. APRON)

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PROP. 120 L.F. OF 12" HDPE

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PROP. 198 L.F. OF 12" HDPE

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EXIST. 18" C.A.P.

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EXIST. HEADWALL CAP 3.25 (+/-) INV. EL. (-) 0.11 (+/-)

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EXIST. 18" C.A.P.

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PROP. 10' WIDE PAVEMENT RESTORATION PER CITY DETAIL R-38

AutoCAD SHX Text EXIST. CATCH BASIN GRATE EL.=4.25(±)INV. EL.=0.15(±)(PROVIDE INLET PROTECTION MEASURE FILTER FABRIC SHALL BE INSTALLED UNDER GRATE. FILTER FABRIC SHALL BE 3" LARGER THAN GRATE IN ALL DIRECTIONS)

AutoCAD SHX Text PROP. 12" HDPE STORM DRAIN UNDER EXIST. 4" DIP F.M. EXIST. F.M. B.O.P. EL. 1.65(+/-) PROP. SD T.O.P. EL. 1.03 (+/-)

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PROP. 75 L.F. OF TURBIDITY BARRIER

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PROP. SILT BARRIER FENCE (TYP.)

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PROP. SILT BARRIER FENCE (TYP.)

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PROP. CONC. PAD EXTENSION TO EXIST. VALLEY GUTTER. MATCH ELEVATION

AutoCAD SHX Text PROVIDE INLET PROTECTION MEASURE FILTER FABRIC SHALL BE INSTALLED UNDER GRATE. FILTER FABRIC SHALL BE 3" LARGER THAN GRATE IN ALL DIRECTIONS

AutoCAD SHX Text PROVIDE INLET PROTECTION MEASURE FILTER FABRIC SHALL BE INSTALLED UNDER GRATE. FILTER FABRIC SHALL BE 3" LARGER THAN GRATE IN ALL DIRECTIONS

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( IN FEET )

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GRAPHIC SCALE

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KNOW WHAT'S BELOW

ALWAYS CALL 811BEFORE YOU DIG

It's fast. It's free. It's the law.

www.callsunshine.com

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PERMIT PLANS

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SILT FENCE DETAIL

N.T.S.

ELEVATION SECTION

STROMWATER POLLUTION PREVENTION AND EROSION CONTROL MEASURES NOTES:

1. CONTRACTOR SHALL PROVIDE AND FIELD IMPLEMENT APPROPRIATE STORMWATER POLLUTION PREVENTION PROTECTION, TURBIDITY AND EROSION CONTROL

MEASURES AS APPLICABLE TO THE PROJECT COMPLYING WITH THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION'S 'GENERIC PERMIT' REQUIREMENTS/CONDITIONS TYPICAL FOR A 'NOTICE OF INTENT' (NOI) PRIOR TO ANY DEMOLITION RELATED WORK/ACTIVITIES. “BEST MANAGEMENT PRACTICES” (BMPs) SHALL BE PROVIDED AND FIELD IMPLEMENTED BY THE CONTRACTOR TO ADDRESS AT A MINIMUM THE FOLLOWING:

· PREVENT THE LOSS OF SOIL DURING CONSTRUCTION BY STORMWATER RUNOFF AND/OR WIND EROSION, INCLUDING PROTECTING TOPSOIL STOCKPILED FOR

REUSE.

· PREVENT INTRODUCTION OF SEDIMENTATION INTO EXISTING AND PROPOSED STORMWATER DRAINAGE SYSTEM IMPROVEMENTS AND DOWNSTREAM STORMWATER RECEIVING 'BODY' (LAKE, CANAL, ETC) AND/OR ADJACENT EXISTING LAKES/CANALS.

· PREVENT POLLUTING THE AIR WITH DUST AND PARTICULATE MATTER

· PREVENT STREET/ROADWAY 'SOILS TRACKING'

2. SILT FENCING SHALL BE PROVIDED AND INSTALLED AROUND THE PERIMETER OF THE CONSTRUCTION AREAS BASED UPON THE CONTRACTOR'S FIELD IDENTIFIED/DETERMINED LIMITS PER THE DESIGN PLANS AND EXISTING CONDITIONS AND IMPROVEMENTS. STORM DRAINAGE INLET PROTECTION FOR ALL EXISTING STORM DRAINAGE INLETS, SWALE AREA OVERFLOW CULVERTS, ETC WITHIN THE PROJECT LIMITS AND ADJACENT STREETS SHALL BE PROVIDED. THE CONTRACTOR SHALL INSURE THAT PARTICULAR ATTENTION TO THE INLET PROTECTION MEASURES INSTALLED FOR ANY EXISTING STORMWATER DRAINAGE INLETS IS EXERCISED BY FIELD CHECKING ALL INLET PROTECTION MEASURES ON A REGULAR BASIS DURING THE DURATION OF THE CONSTRUCTION ACTIVITIES/WORK AND PROVIDING REQUIRED MAINTENANCE AS MAY BE NECESSARY DURING AND THROUGHOUT THE COMPLETION OF THE PROJECT.

3. CONTRACTOR SHALL PROVIDE/INSTALL ANY APPLICABLE TURBIDITY PREVENTION DEVICES/MEASURES AS MAY BE DEEMED NECESSARY/REQUIRED BY THE SOUTH BROWARD DRAINAGE DISTRICT (S.B.D.D.) TO INSURE NO TURBIDITY ISSUES ARISE FROM THE PROPOSED CONSTRUCTION ACTIVITIES/WORK. CONTRACTOR SHALL REFER TO THE S.B.D.D. PERMITTED PLANS AND/OR COORDINATE WITH THE S.B.D.D. FIELD INSPECTOR TO CONFIRM ANY SUCH REQUIRED TURBIDITY

BARRIERS/MEASURES TO BE IMPLEMENT IN THE FIELD.

4. CONTRACTOR TO PROVIDE PROTECTION/BMPs AGAINST “TRACKING” OF SOILS/SEDIMENTATION ONTO CITY STREETS/ROADWAYS AND PROVIDE PERIODIC STREET/ROADWAY CLEANING AS MAY BE NECESSARY BASED UPON ANY OBSERVED SOILS/SEDIMENTATION “TRACKING”, DIRECTIVES FROM THE CITY'S CONSTRUCTION MANAGER/FIELD INSPECTOR AND/OR OTHER APPLICABLE CITY PUBLIC SERVICES DEPARTMENT STAFF AND/OR COMPLAINTS RECEIVED BY THE CITY FROM THE

ADJACENT RESIDENTIAL COMMUNITIES/BROWARD COUNTY SCHOOL ELEMENTARY SCHOOL, ETC.

5. CONTRACTOR SHALL USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST, DUST RISING AND SCATTERING IN THE AIR AND SETTLING ON VEHICLES AND IMPROVEMENTS WITHIN THE NEARBY RESIDENTIAL COMMUNITIES, BROWARD COUNTY ELEMENTARY SCHOOL, CITY ROADS, ETC.

6. STORMWATER POLLUTION PREVENTION PROTECTION AND EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED BASED UPON COMPLETION OF THE PROJECT. ALL STORMWATER POLLUTION PREVENTION PROTECTION AND EROSION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5” (HALF INCH) RAINFALL EVENT AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING AND AS REQUIRED UNDER A 'GENERIC PERMIT':

· INLET PROTECTION DEVICES SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF DETERIORATION OR OTHER PROBLEMS PREVENTING PROPER

FUNCTIONING.

· SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES 0.5

(ONE-HALF) THE HEIGHT OF THE SILT FENCE.

· MAINTENANCE OPERATIONS RELATED TO THE STORMWATER POLLUTION PREVENTION PROTECTION, TURBIDITY AND EROSION CONTROL MEASURES SHALL BE DONE IN A TIMELY MANNER, BUT IN NO CASE LATER THAN SEVEN CALENDAR DAYS FOLLOWING THE INSPECTION.

· ALL REQUIRED REPAIRS AND/OR REPLACEMENT OF STORMWATER POLLUTION PREVENTION PROTECTION, TURBIDITY AND EROSION CONTROL MEASURES MUST BE COMPLETED WITHIN 24 HOURS OF THE REPORT OF DOCUMENTED DAMAGE AND/OR REQUIRED MAINTENANCE.

· A MAINTENANCE REPORT SHALL BE COMPLETED AFTER EACH INSPECTION OF THE STORMWATER POLLUTION PREVENTION PROTECTION, TURBIDITY AND EROSION CONTROL MEASURES. THE REPORTS SHALL BE SUBMITTED TO THE CITY OF PEMBROKE PINES CONSTRUCTION MANAGER ON A BI-WEEKLY BASIS.

7. 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.

TURBIDITY BARRIER DETAIL

N.T.S.

TYPE II

TYPE I

GENERAL NOTES:

I. APPLICABLE CODES

A. GENERAL:

ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) 'STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION' (LATEST EDITION), SOUTH BROWARD DRAINAGE DISTRICT (SBDD), CITY OF PEMBROKE PINES STANDARDS AND ALL OTHER LOCAL, STATE AND NATIONAL CODES, WHERE APPLICABLE.

B. CONSTRUCTION SAFETY:

ALL CONSTRUCTION SHALL BE DONE IN A SAFE MANNER, SPECIFICALLY, THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) SHALL BE STRICTLY

OBSERVED.

C. TRENCH SAFETY ACT:

1. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLIANCE WITH THE STATE OF FLORIDA TRENCH SAFETY ACT.

2. WHERE EXCAVATIONS TO A DEPTH IN EXCESS OF FIVE FEET (5') ARE REQUIRED, THE CONTRACTOR SHALL INCLUDE THE FOLLOWING INFORMATION IN THE BID.

a) A REFERENCE TO THE SAFETY STANDARDS THAT WILL BE IN EFFECT DURING THE PERIOD OF CONSTRUCTION OF THE PROJECT.

b) WRITTEN ASSURANCES BY THE CONTRACTOR PERFORMING THE TRENCH EXCAVATION THAT SUCH CONTRACTOR WILL COMPLY WITH THE APPLICABLE TRENCH SAFETY STANDARDS.

c) A SEPARATE ITEM IDENTIFYING THE COST OF COMPLIANCE WITH THE APPLICABLE TRENCH SAFETY STANDARDS.

3. WHERE A BID IS NOT SUBMITTED, THE CONTRACTOR SHALL SUBMIT THE INFORMATION LISTED IN ITEM 2, TO THE ENGINEER PRIOR TO STARTING WORK.

D. SURVEY DATA:

ALL ELEVATIONS ON THE PLANS OR REFERENCED IN THE SPECIFICATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD).

II. PRECONSTRUCTION RESPONSIBILITY

A. UPON RECEIPT OF NOTICE OF AWARD, THE CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE/MEETING BY CONTACTING THE CITY PUBLIC SERVICES/ENGINEERING DIVISION AT (954) 518-9040. THE PRECONSTRUCTION CONFERENCE/MEETING SHALL INCLUDE THE CITY OF PEMBROKE PINES ENGINEERING DIVISION, CITY OF PEMBROKE PINES UTILITIES DEPARTMENT AND SOUTH BROWARD DRAINAGE DISTRICT AND SHALL BE HELD AT THE CITY PUBLIC SERVICES/ENGINEERING DIVISION'S CONFERENCE ROOM.

B. THE CONTRACTOR SHALL OBTAIN A "SUNSHINE 811” LOCATES CERTIFICATION NUMBER AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.

C. THE CONTRACTOR SHALL VERIFY THE SIZE, LOCATION, ELEVATION AND MATERIAL OF ALL EXISTING UTILITIES WITHIN THE PROJECT LIMITS PRIOR TO PREPARATION AND SUBMITTAL OF SHOP DRAWINGS (IF APPLICABLE TO THE PROJECT'S SCOPE OF WORK) OR BEGINNING CONSTRUCTION AND CONFIRM BY EXCAVATION AND/OR 'SOFT DIG' METHODS ALL CROSSINGS OF THE PROPOSED STORM DRAINAGE

PIPING SYSTEM WITH OTHER EXISTING UNDERGROUND UTILITIES AS NOTED ON THE PLANS.

NOTE OTHER CROSSINGS MAY BE POSSIBLE BASED UPON UNKNOWN EXISTING UNDERGROUND UTILITIES WITHIN THE PROJECT LIMITS THAT ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY BY WAY OF “811 LOCATES” FIELD IDENTIFICATION MARKINGS AND EXCAVATION AND/OR 'SOFT DIGS' METHODS.

D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING UTILITIES FOR WHICH THERE IS A FAILURE ON THE CONTRACTOR'S PART TO REQUEST LOCATIONS THROUGH “SUNSHINE 811” LOCATES. CONTRACTOR AS WELL WILL BE RESPONSIBLE FOR THE DAMAGE TO ANY EXISTING UTILITIES WHICH ARE PROPERLY LOCATED THROUGH THE “SUNSHINE 811” LOCATES CERTIFICATION NUMBER. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE DAMAGE TO ANY EXISTING IMPROVEMENT WITHIN THE PROJECT LIMITS, ALONG THE PERIMETER OF THE PROJECT AND WITHIN ADJACENT ABUTTING STREETS NOT NOTED FOR REMOVAL/MODIFICATION OR DAMAGE THAT INADVERTENTLY MAY OCCUR AS THE RESULT OF THE COMPLETION OF PROJECT IMPROVEMENTS AND/OR WORK/CONSTRUCTION ACTIVITIES REQUIRED PER THE CONTRACTOR PLANS AND/OR CONTRACT DOCUMENTS.

E. IF UPON EXCAVATION OR 'SOFT DIG', AN EXISTING UTILITY IS FOUND TO BE IN CONFLICT WITH THE PROPOSED STORM DRAINAGE SYSTEM IMPROVEMENTS OR TO BE OF A SIZE OR MATERIAL DIFFERENT FROM THAT SHOWN ON THE PLANS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY'S PROJECT MANAGER FOR FURTHER DIRECTION, ETC.

III. INSPECTIONS

A. THE CONTRACTOR SHALL NOTIFY THE CITY OF PEMBROKE PINES PUBLIC SERVICES/ENGINEERING DIVISION AT (954) 518-9040 AND CITY OF PEMBROKE PINES PROJECT CONSTRUCTION MANAGER, OR

FIELD INSPECTOR/ REPRESENTATIVE A MINIMUM OF 24 HOURS PRIOR TO THE FOLLOWING:

1. SITE OCCUPANCY AND/OR DELIVERY OF EQUIPMENT AND/OR MATERIALS AND START OF DEMOLITION WORK/ACTIVITIES EITHER ONSITE AND/OR OFFSITE.

2. FIELD IMPLEMENTATION OF STORMWATER POLLUTION PREVENTION, TURBIDITY AND EROSION CONTROL MEASURES.

3. INITIATION OF ANY “GRUBBING” AND SITE/PAVEMENT DEMOLITION OR SWALE EXCAVATION RELATED WORK/ACTIVITIES WITH EXISTING SWALE/GREEN AREAS ADJACENT TO THE EXISTING STREET

AFFECTED/IMPACTED BY THE PROPOSED DRAINAGE SYSTEM IMPROVEMENTS.

4. INITIATION OF ANY “GRUBBING” AND SITE/PAVEMENT DEMOLITION OR SWALE EXCAVATION RELATED WORK/ACTIVITIES WITHIN THE EXISTING SWALE/GREEN AREAS ADJACENT TO THE EXISTING

STREET AFFECTED/IMPACTED BY THE PROPOSED DRAINAGE SYSTEM IMPROVEMENTS.

5. INITIATION OF ANY REQUIRED MODIFICATIONS TO ANY EXISTING HOMEOWNER ASSOCIATION'S IRRIGATION SYSTEM IMPROVEMENTS WITHIN THE SWALE/GREEN AREAS AFFECTED/IMPACTED BY

THE PROPOSED DRAINAGE SYSTEM IMPROVEMENTS.

6. STORM DRAINAGE SYSTEM IMPROVEMENTS - CONNECTIONS TO EXISTING DRAINAGE STRUCTURE AND INSTALLATIONS OF THE DRAINAGE BASINS AND DRAINAGE PIPING SYSTEM IMPROVEMENTS.

7. DRAINAGE SYSTEM PIPING BACKFILL COMPACTION DENSITY TESTS.

8. STORM DRAINAGE BASIN REVIEW AND STORM DRAINAGE PIPING LAMPING

9. CONCRETE APRON AND FLOW PAD “FORM WORK” AND FINAL IN PLACE CONCRETE

10. PAVEMENT RESTORATION SUBGRADE PLACEMENT, STRING LINE AND DENSITY TESTS

11. PAVEMENT RESTORATION LIMEROCK BASE PLACEMENT, STRING LINE/BOARDING, DENSITY TESTS AND PRIME COAT APPLICATION. SUBGRADE COMPACTION DENSITY TEST RESULTS REQUIRED

TO BE PROVIDED AND APPROVED BY THE CITY PRIOR TO PLACEMENT OF LIMEROCK BASE.

12. ASPHALT PLACEMENT AND ROLLING. LIMEROCK BASE “STRING LINE/BOARDING” AND DENSITY TESTS REQUIRED TO BE PROVIDED AND APPROVED BY CITY PRIOR TO APPLYING THE PRIME COAT

TO THE ROCK BASE AND PLACING THE ASPHALT.

13. COMPLETION OF ALL IRRIGATION SYSTEM MODIFICATIONS WITHIN THE SWALE/GREEN AREAS AFFECTED/IMPACTED BY THE PROPOSED DRAINAGE SYSTEM IMPROVEMENTS.

14. BACKFILLING AND FINISH GRADING OF SWALE/GREEN AREAS DISTURBED BY COMPLETION OF THE PROJECT'S CONSTRUCTION/IMPROVEMENTS PRIOR TO THE PLACEMENT OF TOPSOIL MIX AND

SOD WITHIN ALL SWALE/GREEN AREAS AFFECTED/IMPACTED BY THE DRAINAGE SYSTEM IMPROVEMENTS.

15. PUNCH LIST AND FINAL PROJECT INSPECTIONS

A. CITY PUBLIC SERVICES/ENGINEERING DIVISION WILL PROVIDE THE NECESSARY CONSTRUCTION OBSERVATION/FIELD INSPECTION SERVICES DURING THE COMPLETION OF PROJECT'S CONSTRUCTION/IMPROVEMENTS. ALL INSPECTIONS MUST BE SCHEDULED THROUGH THE ENGINEERING DIVISION BY CALLING (954) 518-9040 AND REQUESTING THE REQUIRED/NEEDED INSPECTIONS

UNDER THE ENGINEERING PERMIT ISSUED FOR THE PROJECT.

IV. MATERIAL SPECIFICATIONS

A. ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION', LATEST EDITION, CITY OF PEMBROKE PINES ENGINEERING STANDARDS AND SOUTH BROWARD DRAINAGE DISTRICT (SBDD) STANDARDS/REQUIREMENTS.

B. APPLICABLE SHOP DRAWINGS AND MATERIALS/SUPPLIER “CUT SHEETS” MUST BE SUBMITTED TO THE CITY OF PEMBROKE PINES ENGINEERING DIVISION FOR CONFIRMATION OF CONFORMANCE WITH APPLICABLE FDOT 'SPECIFICATIONS', CITY OF PEMBROKE PINES ENGINEERING STANDARDS AND/OR SBDD STANDARDS. SHOP DRAWINGS AND MATERIALS/SUPPLIER “CUT SHEETS” MUST BE SUBMITTED TO THE CITY F PEMBROKE PINES ENGINEERING DIVISION FOR APPROVAL PRIOR TO THE CONTRACTOR'S RELEASE OF ANY DRAINAGE STRUCTURES FOR FABRICATION.

V. TEMPORARY FACILITIES

A. TEMPORARY UTILITIES:

1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR OR SUPPLY TEMPORARY WATER/SANITARY FACILITIES FOR USE BY EMPLOYEES AND SUBCONTRACTORS DURING CONSTRUCTION UNLESS OTHERWISE AGREED TO IN ADVANCE BY THE CITY AT THE TIME OF THE MANDATORY PRE-BID FIELD MEETING.

2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL WATER NEEDED FOR CONSTRUCTION OR TO POSSIBLY OBTAIN A “CONSTRUCTION METER” FOR WATER TO BE USED ON THE JOB. ALL WATER USED FOR CLEANING AND/OR WATERING OF THE NEW SOD, ETC. WILL BE PAID FOR BY THE CONTRACTOR UNLESS OTHERWISE AGREED TO IN ADVANCE BY CITY AT THE TIME OF

THE MANDATORY PRE-BID FIELD MEETING AND/OR REQUIRED PRECONSTRUCTION MEETING.

B. MAINTENANCE OF TRAFFIC:

1. ALL NECESSARY VEHICULAR AND PEDESTRIAN 'MAINTENANCE OF TRAFFIC' (MOT) AS MAY BE DICTATED BASED UPON CONTRACTOR'S CONTROLLED WORK/ACTIVITIES AND/OR CONSTRUCTION “PHASING” OR SEQUENCING OF DAILY WORK ACTIVITIES SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT), BROWARD COUNTY TRAFFIC ENGINEERING DIVISION (BCTED) AND MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS AND PROVIDED IN THE FIELD ON A DAILY BASIS AS NEEDED OR DEEMED NECESSARY BY THE CITY'S CONSTRUCTION MANAGER/FIELD INSPECTOR. A 'MAINTENANCE OF TRAFFIC (MOT) PLAN' PREPARED BY A FDOT CERTIFIED MOT ENGINEER FOR THE CONSTRUCTION ACTIVITIES, INCLUDING ANY PROPOSED TEMPORARY REROUTING OF VEHICULAR AND/OR PEDESTRIAN TRAFFIC BASED UPON REQUIRED PAVEMENT/SIDEWALK MODIFICATIONS/CONSTRUCTION WITHIN AND IMMEDIATELY ADJACENT TO THE PROJECT LIMITS AND FOR EACH ANTICIPATED/REQUIRED “CONSTRUCTION PHASE” SHALL BE SUBMITTED FOR CITY APPROVAL AND RECORDS.

C. TRENCHES AND CONSTRUCTION STAGING:

1. ANY CONSTRUCTION STAGING AREAS WITHIN THE PROJECT LIMITS MUST BE APPROVED IN ADVANCE BY THE CITY PRIOR TO FIELD IMPLEMENTATION. SUCH CONSTRUCTION STAGING AREAS

SHOULD BE PRESENTED AT THE REQUIRED PRECONSTRUCTION MEETING FOR CITY APPROVAL.

2. ALL OPEN TRENCHES AND HOLES SHALL BE MARKED AND BARRICADED TO ASSURE THE SAFETY OF VEHICULAR AND PEDESTRIAN TRAFFIC, AS MAY BE APPLICABLE DURING CONSTRUCTION.

3. NO TRENCHES OR HOLES WITHIN THE PROJECT'S CONSTRUCTION LIMITS ARE TO BE LEFT OPEN DURING NIGHT TIME HOURS WITHOUT EXPRESS PERMISSION OF THE CITY.

VI. PROJECT CLOSE OUT

A. CLEAN-UP:

1. DURING CONSTRUCTION, THE PROJECT SITE AND ALL ADJACENT STREETS SHALL BE MAINTAINED IN A NEAT AND CLEAN MANNER. UPON FINAL CLEAN-UP, THE PROJECT SITE LIMITS SHALL BE LEFT CLEAR OF ALL SURPLUS MATERIALS AND/OR DEBRIS/TRASH. ANY DIRT OR DUST UPON THE SURFACE OF THE STREETS AND/OR SIDEWALKS WITHIN OR ADJACENT TO THE PROJECT LIMITS AND OTHER NEARBY STREETS USED BY CONSTRUCTION TRAFFIC SHALL BE SWEPT “BROOM CLEAN” ON A WEEKLY BASIS (AS A MINIMUM) OR AS MAY BE NEEDED BASED UPON THE AFFECTS OF

WEATHER CONDITIONS DURING ON SOILS TRACKING DURING CONSTRUCTION, ETC.

2. CONTRACTOR SHALL RESTORE OR REPLACE, WHEN AND AS DIRECTED BY THE CITY, ANY STREET AND/OR SITE/PROPERTY IMPROVEMENTS WITHIN THE PROJECT LIMITS AND IMMEDIATELY ADJACENT TO THE PROJECT LIMITS DAMAGED BY THE CONTRACTOR'S WORK EFFORTS, EQUIPMENT, EMPLOYEES OR THOSE EMPLOYEES OF HIS SUBCONTRACTORS TO A CONDITION AT LEAST EQUAL TO THAT EXISTING IMMEDIATELY PRIOR TO THE BEGINNING OF CONSTRUCTION. SUITABLE MATERIALS AND METHODS OF REPAIR SHALL BE USED FOR SUCH RESTORATION.

3. WHERE CONSTRUCTION/PAVEMENT STRUCTURE MATERIALS AND/OR DEBRIS/DIRT HAS WASHED OR FLOWED INTO OR BEEN PLACED IN EXISTING STORM DRAINAGE/UTILITIES SYSTEMS, SWALES AND/OR WATERWAYS OR ELSEWHERE AS A RESULT OF THE CONTRACTOR'S CONSTRUCTION WORK EFFORTS/OPERATIONS/ACTIVITIES, SUCH MATERIALS OR DEBRIS/DIRT SHALL BE REMOVED AND SATISFACTORILY DISPOSED OF DURING THE PROGRESS OF THE WORK, AND THE SITE/SWALE/GREEN AREAS AND EXISTING STORM DRAINAGE/UTILITIES SYSTEMS AND/OR SITE

IMPROVEMENTS SHALL BE KEPT IN A CLEAN AND NEAT CONDITION.

4. WHEN WORKING IN AND AROUND EXISTING DRAINAGE CANALS AND LAKES, APPROPRIATE SILT BARRIERS, INLET PROTECTION MEASURES AND TURBIDITY BARRIERS SHALL BE INSTALLED AS REQUIRED BY THE SOUTH BROWARD DRAINAGE DISTRICT (SBDD) AND FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) AS PART OF THE TYPICALLY REQUIRED STORMWATER POLLUTION PREVENTION AND EROSION CONTROL MEASURES, AS MAY BE APPLICABLE BASED UPON TYPICAL REQUIREMENTS BEST MANAGEMENT PRACTICES PER THE FDEP'S 'GENERIC PERMIT'

AND/OR SBDD'S STANDARDS.

B. PROJECT RECORD DOCUMENTS:

1. THE CONTRACTOR SHALL MAINTAIN ACCURATE AND COMPLETE RECORDS OF ALL WORK ITEMS COMPLETED.

2. DRAINAGE SYSTEM IMPROVEMENTS 'AS-BUILTS” MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF THE ROCK BASE FOR COMPLETION OF THE REQUIRED PAVEMENT RESTORATION TO THE LIFT STATION'S ACCESS DRIVEWAY, AS MAY BE AFFECTED BY ANY REQUIRED MODIFICATION/REPLACEMENT OF ANY DEFICIENT DRAINAGE PIPING

IMPROVEMENTS UNDER AND ACROSS THE DRIVEWAY.

3. ALL "AS-BUILT" INFORMATION SUBMITTED TO THE CITY SHALL BE SUFFICIENTLY ACCURATE, CLEAR AND LEGIBLE TO SATISFY THE CITY THAT THE INFORMATION PROVIDED IS A TRUE

REPRESENTATION OF THE IMPROVEMENTS CONSTRUCTED.

4. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE CITY ONE COMPLETE SET OF "AS-BUILT" CONSTRUCTION DRAWINGS. THESE DRAWINGS SHALL BE MARKED TO SHOW “AS-BUILT” CONSTRUCTION CHANGES AND DIMENSIONED LOCATIONS AND ELEVATIONS OF ALL IMPROVEMENTS/WORK COMPLETED PER THE DESIGN PLANS AND SHALL BE SIGNED BY THE

CONTRACTOR AND CERTIFIED BY A REGISTERED LAND SURVEYOR

5. ALL “AS-BUILT” INFORMATION ON ELEVATIONS, STATIONING OFFSETS AND HORIZONTAL LOCATION TIES/CONTROL DATA SHALL BE CERTIFIED BY A REGISTERED LAND SURVEYOR.

6. PRIOR TO A FINAL INSPECTION BY THE CITY OF PEMBROKE PINES ENGINEERING DIVISION AND CITY'S CONSTRUCTION MANAGER, THE "CONTRACTOR" SHALL SUBMIT TWO (2) “HARD COPY” PRINTS OF THE "AS-BUILT" CONSTRUCTION PLAN TO THE CITY AND SBDD FOR REVIEW AND ACCEPTANCE.

7. UPON COMPLETION OF THE FINAL INSPECTION BY THE CITY, THE CONTRACTOR SHALL SUBMIT TO THE CITY DIGITALLY SIGNED AND SEALED PDF OF THE AS-BUILT PLAN CERTIFIED BY A REGISTERED LAND SURVEYOR ALONG WITH A CADD DRAWING FILE OF THE AS-BUILT DRAWING ON ELECTRONIC MEDIA ACCEPTABLE TO THE CITY IN THE VERSION/RELEASE OF AUTOCAD

COMPATIBLE WITH THE CITY'S CURRENT AUTOCAD FORMAT.

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SILT FLOW

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ORIGINAL POST POSITION

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3' OR MORE

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6' MAX.

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PRINCIPAL POST POSITION (CANTED 20° TOWARD FLOW)

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FILTER FABRIC

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1' (MIN.)

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FILTER FABRIC (IN CONFORMANCE WITH SEC. 985, FDOT SPEC.)

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VERTICAL

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FLOATATION

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1/4 IN. TIE ROPE

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DEPTH ACCORDING

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FOLDS FOR COMPACT STORAGE

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ECONOMY FABRICS AVAILABLE 18 OZ. 300 LB/IN. STANDARD

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1/4 IN. CHAIN

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FOLDS EVERY 6 FEET

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STRESS BAND

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WATER SEAL

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5/16 IN. CHAIN BALLAST & LOAD LINE