A2 SXHT 16-1037-G-001 071525 REV Drwngs.pdf

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PATRICK SPACE FORCE BASE, FLORIDA

SXHT 16-1037

MAINTAIN STREETS AND PARKING, VAR, PSFB

G-001

DRAWING INDEX

DESCRIPTION REVSHEET NO.

PERMIT(S)/ENVIRONMENTAL ACTIONS

REQUIRED PRIOR TO CONSTRUCTION

ERP/STORMWATER

ERP/WETLANDS/DREDGE & FILL

FDEP/DRINKING WATER

FDEP/DOM. WASTE WATER ARCHEO./HISTORICAL

SURVEY/WILDLIFE

OTHER

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IRP

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NOI/SWPPP

ASBESTOS

NOTE: IF IT IS SUSPECTED THAT ANY HAZARDOUS MATERIAL NOT

IDENTIFIED ON THESE DRAWINGS IS REQUIRED TO BE DISTURBED IN

ORDER TO PERFORM THE CONTRACT WORK, LEAVE MATERIAL

UNDISTURBED AND IMMEDIATELY INFORM THE CONTRACTING OFFICER.

HEAVY METALS

YES NO

LEAD

PCB

NOT

VERIFIEDHAZARDOUS MATERIALS

CHALLENGER AVE.

CP-101

PSFB MAP AND DRAWING INDEX

CHALLENGER ST. - MILL, OVERLAY - STRIPING PLAN

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CHALLENGER ST. - TOPOGRAPHIC SURVEY

CP-103 CHALLENGER ST. - PAVEMENT REPAIR PLAN

G-002 G-003

GENERAL NOTES

GENERAL NOTES

STORMWATER POLLUTION PREVENTION PLAN 2/2

STORMWATER POLLUTION PREVENTION PLAN 1/2CP-105

CP-106

PROCEDURES FOR TEMPORARY STORM SEWER OUTAGES:

CONTRACTOR IS RESPONSIBLE DURING CONSTRUCTION AND REHABILITATION WORK ON SECTIONS

OF THE STORM DRAINAGE PIPES, WHEN WORK IS EXPECTED TO LAST MORE THAN ONE DAY, TO

PROVIDE TEMPORARY BYPASS METHODS OF CONVEYING STORM WATER RUNOFF AROUND WORK

AREA AS NECESSARY. NOTIFICATION TO THE U.S.A.F. 45TH SPACE WING CONTRACTING OFFICER TO

BE PROVIDED AT LEAST 2 BUSINESS DAYS PRIOR TO PERFORMING WORK INVOLVING AN OUTAGE, AND INCLUDE THE CONTRACTOR'S PROPOSED BY-PASS PLAN. THE FOLLOWING IS A RECOMMENDED

PROCEDURE FOR ISOLATION OF AN STORM SEWER LINE FOR REPAIRS:

1. ISOLATE THE STORM DRAIN LINE TO BE REPLACED, REPAIRED, OR REHABILITATED BY

INSTALLING INFLATABLE PLUGS AT THE APPLICABLE UPSTREAM AND DOWNSTREAM DRAINAGE

STRUCTURE INFLOW INVERTS.

2. PROVIDE TEMPORARY BY-PASS PUMPING FROM UPSTREAM STRUCTURE TO NEXT

DOWNSTREAM STRUCTURE.

3. ALTERNATIVELY, THE CONTRACTOR MAY REQUEST TO USE OTHER NATURAL BY-PASS

DRAINAGE IF AVAILABLE, SUCH AS GRASS SURFACE SWALE, DITCH, OR RETENTION AREA THAT

RECEIVES THE EXISTING DRAINAGE RUNOFF.

4. AFTER SECTION OF STORM DRAIN LINE IS REPLACED, REPAIRED, OR REHABILITATED, CLEAN

LINE OF ANY CONSTRUCTION DEBRIS AND THEN REMOVE TEMPORARY PLUGS AND BY-PASS

SYSTEM TO RETURN DRAINAGE SYSTEM TO WORKING ORDER.

STORM SEWER SYSTEM NOTES:

1. EXISTING ADJACENT AND OFF-SITE DRAINAGE PATTERNS TO BE MAINTAINED DURING

CONSTRUCTION.

2. INSTALL ALL UNDERGROUND UTILITIES BEFORE ROADWAY BASE AND SURFACE COURSES ARE

RESTORED.

3. CONTRACTOR TO PROVIDE THE CONTRACTING OFFICER AND ENGINEER WITH DRAINAGE

AS-BUILT INFORMATION FROM A REGISTERED SURVEYOR, AS FOLLOWS:

A. DRAINAGE STRUCTURE ELEVATION AT INVERTS;

B. PIPE SIZES, LENGTHS AND SLOPES, AND PIPE MATERIAL.

4. REINFORCED CONCRETE PIPE TO BE CIRCULAR OR ELLIPTICAL PIPE HAVING O-RING GASKETS.

5. PVC STORM DRAIN PIPES TO MEET ASTM D3034, SDR35 SPECIFICATIONS WITH SOIL-TIGHT

PUSH-ON JOINTS. HDPE STORM DRAIN PIPE TO BE ADS N-12, OR APPROVED EQUAL, WITH

SOIL-TIGHT JOINTS (ST IB), HAVE A SMOOTH INTERIOR AND ANNULAR EXTERIOR

CORRUGATIONS, AND MEET AASHTO M252 TYPE S. WRAP PIPE JOINTS WITH FILTER FABRIC.

6. THE PIPE BURSTING METHOD OF REHABILITATION TO USE SMOOTH WALL HDPE (PE4710),

SDR21 MIN., WITH BUTT-FUSION JOINTS. DUE TO THE HAZARDS OF PIPE BURSTING TO

SURROUNDING UTILITIES, IF A NATURAL GAS LINE IS LOCATED CLOSER THAN 5 FEET TO THE

STORM PIPE TO BE BURST, THE CONTRACTOR MUST USE EITHER CURED-IN-PLACE (CIPP)

LINING OR OPEN CUT AND REPLACE METHOD AS INSTRUCTED BY THE CONTRACTING OFFICER.

7. FABRIC TUBE FOR (CIPP) LINING, WILL CONSIST OF ONE OR MORE LAYERS OF ABSORBENT

NON-WOVEN FELT FABRIC, FELT/FIBERGLASS OR FIBERGLASS AND MEET THE REQUIREMENTS

OF ASTM F 1216, ASTM F 1743, ASTM D 5813 AND ASTM F 2019. THE RESIN TO BE A CORROSION

RESISTANT POLYESTER OR VINYL ESTER RESIN AND CATALYST SYSTEM OR EPOXY AND

HARDENER SYSTEM THAT, WHEN PROPERLY CURED WITHIN THE TUBE COMPOSITE, MEETS

THE REQUIREMENTS OF ASTM F 1216, ASTM F 1743 OR F 2019. THE FINISHED CIPP TO PROVIDE

A STRUCTURALLY SOUND, JOINT-LESS AND WATER-TIGHT NEW PIPE WITHIN A PIPE. THE

CONTRACTOR MUST NOT ALLOW ANY HOT WATER OR CHEMICALS USED INSIDE THE PIPE FOR

CURING PURPOSES TO BE DISCHARGED INTO THE BANANA RIVER. THE 45 SW CONSTRUCTION

INSPECTOR MUST BE NOTIFIED OF SCHEDULE FOR CURING PROCESS SO THAT NO DISCHARGE

OF HOT WATER, STEAM, OR CHEMICALS CAN BE VERIFIED.

8. CONTRACTOR TO COMPLY WITH TYPE "B" BEDDING AND TRENCHING DETAIL.

CIVIL GENERAL NOTES:

UNLESS OTHERWISE SPECIFIED, ALL WORK TO BE PERFORMED CONSISTENT WITH THE RULES AND

REQUIREMENTS OF THE FOLLOWING:

· PATRICK AIR FORCE BASE

· ST. JOHNS RIVER WATER MANAGEMENT DISTRICT

· FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

1. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER

FEATURES SHOWN ARE THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE

PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THERE MAY BE OTHER UNKNOWN

IMPROVEMENTS, SUCH AS UTILITIES, WHICH ARE WITHIN THE PROJECT AREA. CONTRACTOR OFFICER

TO VERIFY, PRIOR TO CONSTRUCTION, THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL

EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (WHETHER OR NOT SHOWN ON THE PLANS)

AFFECTING THE WORK.

2. IF NIGHT WORK IS REQUIRED FROM 1 MAY TO 31 OCTOBER BETWEEN 2100 TO 0600 HOURS, A

CONSTRUCTION LIGHT MANAGEMENT PLAN MUST BE REVIEWED AND APPROVED THROUGH THE

CONTRACTING OFFICER AND 45 CES ENVIRONMENTAL (45 CES/CEIE) AT LEAST 65 DAYS PRIOR TO

NIGHT WORK COMMENCEMENT.

3. FIELD LOCATE ALL EXISTING UTILITIES AS TO SIZE, LOCATION, AND ELEVATION. CONTRACTOR TO

NOTIFY THE CONTRACTING OFFICER OF ALL CONFLICTS PRIOR TO BEGINNING CONSTRUCTION.

CONTRACTOR TO CONFIRM THE ACCURACY OF ALL SURVEY AND OTHER GRADING DATA.

4. FIELD CONDITIONS MAY NECESSITATE SLIGHT ALIGNMENT AND GRADE DEVIATION OF THE PROPOSED

CONSTRUCTION TO AVOID OBSTACLES, AS AGREED TO BY THE CONTRACTING OFFICER.

5. WORK THE SCOPE CONTAINED ON THE CIVIL DRAWINGS IN COORDINATION WITH ALL OTHER

DISCIPLINES TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, BOLT SETTINGS, AND GRADES, AND

CALL ANY DISCREPANCIES TO THE ATTENTION OF THE CONTRACTING OFFICER BEFORE PROCEEDING

WITH THE WORK.

6. REVIEW THESE DRAWINGS AND VISIT THE SITE BEFORE CONSTRUCTION BEGINS TO COMPARE ALL

EXISTING CONDITIONS TO WHAT IS SHOWN ON THE DRAWINGS. IF THERE ARE VARIANCES, NOTIFY THE

CONTRACTING OFFICER.

7. THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON THE INTERACTION OF

VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING, AND OTHER

TEMPORARY SUPPORTS AS REQUIRED BY SITE CONDITIONS AND FOR SAFE WORK CONDITIONS.

8. VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO ORDERING ANY MATERIALS AND

NOTIFY THE CONTRACTING OFFICER IF DIFFERENT FROM WHAT IS SHOWN ON THE DRAWINGS.

9. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND

CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A

DIFFERENT DETAIL IS SHOWN.

10. SCHEDULE A CONSTRUCTION COORDINATION MEETING WITH THE CONTRACTING OFFICER AND

PROJECT STAKEHOLDERS TO REVIEW THE CONSTRUCTION SCHEDULE, CRITICAL MILESTONES AND

OUTAGES AND REVIEW/CLARIFY REQUESTS FOR INFORMATION.

11. SUBMIT SHOP DRAWINGS WITH COORDINATED TRADES TO THE CONTRACTING OFFICER FOR REVIEW

AND APPROVAL PRIOR TO THE START OF CONSTRUCTION.

12. GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND PERMIT

CONDITIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN AND SPECIFIED. IF THE

CONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE, NOTIFY THE

CONTRACTING OFFICER, IN WRITING, AND ANY NECESSARY CHANGES TO BE ADJUSTED, AS PROVIDED

IN THE AGREEMENT FOR CHANGES IN THE WORK.

13. THE CONTRACTOR IS RESPONSIBLE FOR THE ACTS AND OMISSIONS OF CONTRACTOR'S EMPLOYEES

AND ALL THEIR SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES AND OTHER PERSONS

PERFORMING ANY OF THE WORK UNDER A CONTRACT WITH THE CONTRACTOR.

14. IF THE CONTRACTOR DISCOVERS ANY ERRORS OR OMISSIONS IN THE PLANS, IMMEDIATELY NOTIFY

THE CONTRACTING OFFICER.

15. PRESERVE AND PROTECT ALL PERMANENT REFERENCE MONUMENTS, PERMANENT CONTROL POINTS, PERMANENT BENCH MARKS AND PROPERTY CORNERS. IF THE MONUMENTS, POINTS OR MARKERS

ARE DISTURBED, EMPLOY A FLORIDA REGISTERED LAND SURVEYOR TO RESET OR REPLACE THEM.

16. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS WITH THE U.S. AIR

FORCE, PUBLIC UTILITIES, PUBLIC CARRIERS, SERVICE COMPANIES, AND OTHER AGENCIES HAVING

JURISDICTION OWNING OR CONTROLLING ROADWAYS, WATER, SEWER, GAS, ELECTRICAL, AND

TELEPHONE SUCH AS PAVEMENTS, PIPING, WIRES, CABLES, CONDUITS, POLES, GUYS OR OTHER

SIMILAR FACILITIES, INCLUDING INCIDENTAL STRUCTURES THAT ARE ENCOUNTERED IN THE WORK

SUCH THAT ITEMS MAY BE PROPERLY SUPPORTED, PROTECTED OR LOCATED.

17. AT ALL TIMES THE OWNER, OWNER'S AGENT AND INSPECTORS OF APPLICABLE GOVERNMENT

JURISDICTION, HAVE ACCESS TO THE WORK WHEREVER AND WHENEVER IT IS IN PREPARATION OR

PROGRESS. CONTRACTOR IS RESPONSIBLE TO PROVIDE PROPER ACCESS FOR ALL AND INSPECTION.

18. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE ALL REASONABLE AND PRUDENT PRECAUTIONS TO

ENSURE THAT ALL COMPLETED WORK, MATERIALS AND EQUIPMENT STORED ON SITE ARE SAFE AND

SECURED FROM UNAUTHORIZED ACCESS, USE, THEFT, OR VANDALISM. SUCH PRECAUTIONS MAY

INCLUDE INSTALLATION OF SIGNS, FENCES, OR POSTING OF SECURITY GUARDS.

19. PRIOR TO INITIATING ANY EXCAVATION (INCLUDING BUT NOT LIMITED TO DITCHES, STORMWATER

PONDS, CANALS), INSTALL FENCES AND TAKE ALL OTHER REASONABLE AND PRUDENT STEPS TO

ENSURE THAT ACCESS TO EXCAVATION BY UNAUTHORIZED PERSONNEL IS PREVENTED.

20. AT ALL TIMES, USE ALL NORMALLY ACCEPTED AND REASONABLY EXPECTED SAFETY PRACTICES AND

COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND GUIDELINES

PERTAINING TO SAFE UTILIZATION OF EQUIPMENT OR MATERIALS AS PUBLISHED BY MANUFACTURER.

21. COMPLY WITH ALL FEDERAL OCCUPATIONAL HEALTH AND SAFETY ACT RULES AND REGULATIONS.

COMPLY WITH ANY AND ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS

PERTAINING TO JOB SAFETY AND HEALTH.

22. ALL WORK PERFORMED UNDER THE CONTRACT, AND ALL EQUIPMENT, APPLIANCES, TOOLS AND LIKE

ITEMS USED IN THE WORK MUST CONFORM TO APPLICABLE SAFETY CODES AND REGULATIONS OF

ANY PUBLIC OR OTHER AUTHORITY HAVING JURISDICTION. IN THE EVENT OF CONFLICTING

REQUIREMENTS, THE MORE STRINGENT INTERPRETATION OR REGULATION GOVERN. TAKE

ALL REASONABLE PRECAUTIONS FOR THE SAFETY OF, AND PROVIDE ALL REASONABLE

PROTECTION TO PREVENT DAMAGE, INJURY OR LOSS TO:

A. ALL EMPLOYEES ON THE WORK AND ALL OTHER PERSONS WHO MAY BE AFFECTED;

B. ALL THE WORK AND ALL MATERIALS AND EQUIPMENT USED, WHETHER IN STORAGE ON OR OFF THE

SITE, UNDER THE CARE, CUSTODY OR CONTROL OF THE CONTRACTOR OR ANY OF ITS

SUBCONTRACTORS;

C. OTHER PROPERTY AT THE SITE OR ADJACENT TO IT, INCLUDING TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAY, STRUCTURES AND UTILITIES NOT DESIGNATED FOR DEMOLITION DURING

CONSTRUCTION.

23. ERECT AND MAINTAIN, AS REQUIRED BY EXISTING CONDITIONS AND PROGRESS OF THE WORK, ALL

REASONABLE SAFEGUARDS FOR SAFETY AND ENVIRONMENTAL PROTECTION, INCLUDING POSTING

DANGER SIGNS AND OTHER WARNINGS AGAINST HAZARDS, PROMULGATING SAFETY REGULATIONS

AND NOTIFYING OWNERS AND USERS OF ADJACENT UTILITIES OF THE EXISTENCE OF HAZARDS AND

OF THE SAFETY OR ENVIRONMENTAL REGULATIONS.

24. PROVIDE ADEQUATE PROTECTION FOR PARTS IN WORKPLACE AND ADJACENT AREAS THAT ARE

SUBJECT TO DAMAGE DUE TO CONSTRUCTION. PROTECTION OF PARTS IS AT THE COST OF THE

CONTRACTOR.

25. FURNISH AND MAINTAIN ADEQUATE TRAFFIC CONTROL, BARRICADES AND FLAGMAN SERVICES AT ALL

POINTS WHERE CONVEYING EQUIPMENT ENGAGED ON THE WORK REGULARLY ENTERS ONTO OR

CROSSES TRAFFIC-CARRYING ROADS.

26. USE, HANDLE, TRANSPORT, AND DISPOSE OF ALL HAZARDOUS MATERIALS IN COMPLIANCE WITH ALL

FEDERAL, STATE AND LOCAL ENVIRONMENTAL, HEALTH OR SAFETY LAWS, AND REQUIREMENTS.

27. UPON COMPLETION OF PERFORMANCE OF ALL DUTIES UNDER THIS CONTRACT, THE CONTRACTOR

AND ITS SUBCONTRACTORS ARE RESPONSIBLE TO REMOVE ALL SUPPLIES, MATERIALS, AND WASTE

CONTAINING AND HAZARDOUS MATERIAL FROM THE JOB SITE. CONTRACTOR TO BEAR FULL FINANCIAL

RESPONSIBILITY, AS BETWEEN THE PARTIES OF THIS CONTRACTOR, FOR THE COMPLIANCE OF

CONTRACTOR AND ITS SUBCONTRACTORS.

28. IN THE EVENT CONTRACTOR OR ITS SUBCONTRACTORS ENCOUNTER ON THE PREMISES ANY PIPELINE, UNDERGROUND STORAGE TANK OR OTHER CONTAINER, OF ANY KIND, THAT MAY CONTAIN A

HAZARDOUS MATERIAL, OR ENCOUNTER MATERIAL REASONABLY BELIEVED TO BE A HAZARDOUS

MATERIAL, IMMEDIATELY STOP WORK IN THE AREA AFFECTED AND REPORT THE CONDITION TO

CONTRACTING OFFICER IN WRITING.

29. "HAZARDOUS MATERIAL" MEANS ANY SUBSTANCE: (A) THE PRESENCE OF WHICH REQUIRES

INVESTIGATION OR REMEDIATION UNDER ANY PRESENT FEDERAL, STATE OR LOCAL STATUTE,

REGULATION, ORDINANCE, RULE, CODE, ORDER, ACTION, POLICY OR COMMON LAW, OR (B) WHICH IS

OR BECOMES DEFINED AS A "HAZARDOUS WASTE," "HAZARDOUS SUBSTANCE," POLLUTANT OR

CONTAMINANT UNDER ANY PRESENT FEDERAL, STATE OR LOCAL STATUTE, REGULATION, RULE OR

ORDINANCE OR AMENDMENTS THERETO INCLUDING, WITHOUT LIMITATION, THE COMPREHENSIVE

ENVIRONMENTAL RESPONSE COMPENSATION AND LIABILITY ACT (42 U.S.C. SECTIONS 9601 ET SEQ.)

AND/OR THE RESOURCE CONSERVATION AND RECOVERY ACT (42 U.S.C. SECTIONS 6901 ET SEQ.), OR

(C) WHICH IS TOXIC, EXPLOSIVE, CORROSIVE, FLAMMABLE, INFECTIOUS, RADIOACTIVE, CARCINOGENIC, MUTAGENIC, OR OTHERWISE HAZARDOUS AND IS REGULATED BY ANY GOVERNMENTAL AUTHORITY, AGENCY, DEPARTMENT, COMMISSION, BOARD, AGENCY OR INSTRUMENTALITY OF THE UNITED STATES, THE STATE IN WHICH THE PREMISES ARE LOCATED OR ANY POLITICAL SUBDIVISION THEREOF, OR (D)

THE PRESENCE OF WHICH ON THE PREMISES CAUSES OR THREATENS TO CAUSE A NUISANCE UPON

THE PREMISES OR TO ADJACENT PROPERTIES OR POSES OR THREATENS TO POSE A HAZARD TO THE

HEALTH OR SAFETY OF PERSONS ON OR ABOUT THE PREMISES, OR (E) WHICH CONTAINS GASOLINE, DIESEL FUEL OR OTHER PETROLEUM HYDROCARBONS, OR (F) WHICH CONTAINS POLYCHLORINATED

BIPHENYLS, ASBESTOS, LEAD OR UREA FORMALDEHYDE FOAM INSULATION.

30. CONTRACTOR TO COMPLY WITH, BUT NOT LIMITED TO: AFMAN 32-7002 ENVIRONMENTAL COMPLIANCE

AND POLLUTION PREVENTION, FEBRUARY 2020 AND IN ACCORDANCE WITH THE 45TH SW HAZMAT

TRACKING PROCEDURES FOR CONSTRUCTION AND SERVICE CONTRACTORS. NO HAZARDOUS

MATERIALS ARE ALLOWED TO BE BROUGHT ON TO ANY 45 SW INSTALLATION WITHOUT PRIOR

APPROVAL. THE CONTRACTOR TO CONTACT THE 45 CES/CEIE HAZARDOUS MATERIALS PROGRAM

MANAGER OR POC TO REVIEW HAZARDOUS MATERIALS AUTHORIZATION PROCEDURES PRIOR TO

HAZARDOUS MATERIALS BEING BROUGHT ON TO 45 SW FACILITIES.

CONCRETE:

1. THE LATEST EDITION OF THE FOLLOWING ACI STANDARDS APPLY:

ACI 318 (CODE)

ACI 304 (PLACING)

ACI 306 (WINTER CONCRETE)

ACI 315/SP66 (DETAILING)

ACI 305 (HOT WEATHER CONCRETE)

ACI 347 (FORM WORK)

ACI 211.1 (MIX PROPORTIONING)

2. CONCRETE MUST BE 5,000 PSI, TYPE I OR II, NORMAL WEIGHT, PORTLAND CEMENT CONCRETE, UNLESS NOTED OTHERWISE. ALL CONCRETE PAVEMENT AND CURBING MUST BE 4,000 PSI, TYPE I

OR II, NORMAL WEIGHT PORTLAND CEMENT CONCRETE.

3. DO NOT USE CALCIUM CHLORIDE IN ANY FORM.

4. SITE ADDED WATER IS PERMITTED PROVIDED MAX WATER TO CEMENT RATIO ARE NOT EXCEEDED;

HOWEVER, NOT MORE THAN ONE GALLON OF WATER PER CUBIC YARD MAY BE USED TO ADJUST

THE MIX AT THE JOB SITE.

5. ALL WELDED WIRE FABRIC TO CONFORM TO ASTM A185 AND BE LAPPED ONE FULL MESH PANEL

PLUS 2 INCHES AT SIDES AND ENDS AND WIRED TOGETHER.

6. CONSOLIDATE ALL CONCRETE, OTHER THAN SLABS ON GRADE USING MECHANICAL VIBRATING

EQUIPMENT. DO NOT OVER-CONSOLIDATE.

7. DO NOT PLACE CONCRETE DURING RAIN OR IF RAIN IS LIKELY TO OCCUR PRIOR TO CONCRETE

HARDENING.

CONCRETE PROTECTION FOR REINFORCEMENT:

STRUCTURAL SYSTEM

FOOTINGS (CAST AGAINST AND FOOTINGS (CAST AGAINST AND EXPOSED)

COVER

3 INCHES

2 INCHES

2 INCHES

FOOTINGS AND WALLS (FORM CAST AND EARTH EXPOSED)

SLABS (EARTH EXPOSED)

SLABS (EXTERIOR EXPOSED)

SLABS (ABOVE GRADE)

1. REMOVE ALL EXCAVATED MATERIAL AND CONSTRUCTION AND DEMOLITION DEBRIS FROM THE

PROJECT SITE AND PROPERLY DISPOSE OF IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL

REQUIREMENTS.

2. TAKE EROSION CONTROL MEASURES IN CONFORMANCE WITH PATRICK AIR FORCE BASE, FDEP, ST.

JOHNS RIVER WATER MANAGEMENT DISTRICT, AND ANY OTHER LOCAL, STATE, OR FEDERAL

AGENCIES HAVING JURISDICTION.

3. INSTALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION COMMENCEMENT.

4. THE APPROPRIATE TURBIDITY AND EROSION CONTROL METHODOLOGIES SELECTED BY THE

CONTRACTOR FOR THIS PROJECT TO BE MADE FOLLOWING ASSESSMENT OF THE PLANS AND

PROJECT SITE SPECIFIC FACTORS AND AFTER CONSULTATIONS AS NEEDED WITH THE

CONTRACTING OFFICER AND APPROPRIATE AGENCIES. THE CONSTRUCTION SEQUENCING

SHOULD BE THOUGHT OUT IN ADVANCE OF INITIATION TO PROVIDE ADEQUATE PROTECTION OF

WATER QUALITY.

5. THE TYPE OF EROSION CONTROL BARRIERS USED ARE GOVERNED BY THE NATURE OF THE

CONSTRUCTION OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL

MAY REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER DISCHARGE WHILE SANDY

MATERIAL MAY NEED ONLY SILT SCREENS OR HAY BALES TO PREVENT EROSION. FLOATING

TURBIDITY BARRIERS ARE TO GENERALLY BE USED IN OPEN WATER SITUATIONS. DIVERSION

DITCHES OR SWALES MAY BE REQUIRED TO PREVENT TURBID STORMWATER RUNOFF FROM BEING

DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT MAY BE NECESSARY TO EMPLOY A

COMBINATION OF BARRIERS, DITCHES, AND OTHER EROSION/TURBIDITY CONTROL MEASURES IF

CONDITIONS WARRANT.

6. CONTRACTOR TO MAINTAIN THE EROSION CONTROL DEVICES THROUGHOUT THE DURATION OF

CONSTRUCTION. SUCH DEVICES TO REMAIN UNTIL SUFFICIENT GROUND COVER IS ESTABLISHED.

7. INSPECT THE SITE ROUTINELY AFTER RAINFALL EVENTS. CONTRACTOR TO ENSURE APPROPRIATE

EQUIPMENT IS AVAILABLE AT THE SITE AT ALL TIMES TO MAKE REPAIRS AS NECESSARY.

8. INSTALL TEMPORARY EROSION CONTROL BARRIERS IN COORDINATION WITH THE CONSTRUCTION

OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE

ECONOMICAL, EFFECTIVE, AND CONTINUOUS CONTROL OF EROSION AND WATER POLLUTION

THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE.

9. SCHEDULE OPERATIONS SUCH THAT THE AREA OF UNPROTECTED, ERODIBLE EARTH EXPOSED AT

ANY ONE TIME IS NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT

CONSTRUCTION OPERATION AND THE DURATION OF EXPOSED, UNCOMPLETED CONSTRUCTION TO

THE ELEMENTS MUST BE AS SHORT AS PRACTICABLE. CLEARING AND GRUBBING MUST BE SO

SCHEDULED AND PERFORMED SUCH THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY

THEREAFTER. GRADING OPERATIONS MUST BE SO SCHEDULED AND PERFORMED THAT

PERMANENT EROSION CONTROL FEATURES CAN FOLLOW IMMEDIATELY THEREAFTER IF

CONDITIONS ON THE PROJECT PERMIT.

10. EXPOSED SOILS SHOULD BE STABILIZED AS SOON AS POSSIBLE. THE CONTRACTOR IS

RESPONSIBLE FOR SELECTING AND PROVIDING THE TEMPORARY AND PERMANENT STABILIZATION

METHODS.

11. INSTALL ENERGY DISSIPATERS, INCLUDING BUT NOT LIMITED TO RIP-RAP, GRAVEL, HAY BALES, VEGETATION OR GEOTEXTILES, AT THE DISCHARGE POINT OF PIPES OR SWALES IF SCOURING IS

OBSERVED.

12. IF VEHICLE OR EQUIPMENT WASHDOWN DEBRIS/AREAS IS REQUIRED, OBTAIN APPROVAL FROM

THE CONTRACTING OFFICER.

13. STOCKPILE EXCAVATED MATERIAL IN SUCH A MANNER THAT PREVENTS DIRECT OFFSITE

DISCHARGE FROM THE PROJECT SITE OR INTO ANY ADJACEMENT WATER BODY, WETLAND, OR

STORMWATER MANAGEMENT FACILITY.

14. CONSTRUCT ALL PROJECT FEATURES TO PREVENT EROSION AND SEDIMENTATION AND MAINTAIN

THROUGHOUT THE LIFE OF CONSTRUCTION.

15. ONGOING INSPECTIONS AND PERIODIC MAINTENANCE BY THE CONTRACTOR MUST OCCUR

THROUGHOUT CONSTRUCTION AS OFTEN AS NECESSARY TO ENSURE THAT THE ABOVE METHODS

ARE WORKING SUITABLY. THIS MAY BE NEEDED AS OFTEN AS DAILY IF CONDITIONS SO WARRANT.

THE CONTRACTOR MUST MAINTAIN A WRITTEN RECORD OF ALL EROSION CONTROL INSPECTIONS, INCIDENTS, AND MODIFICATIONS AND MUST MAKE ALL RECORDS AVAILABLE UPON REQUEST BY

THE CONTRACTING OFFICER.

EROSION AND TURBIDITY CONTROL GENERAL NOTES:

CONTAMINATED AREA NOTES:

1. IF ANY CONSTRUCTION DEWATERING IS NECESSARY, OBTAIN APPROVAL OF A DEWATERING

PLAN, THROUGH THE CONTRACTING OFFICER, PRIOR TO ANY DEWATERING. NO

CONSTRUCTION DEWATERING ALLOWED INTO ANY EXISTING STORMWATER RETENTION

AREAS UNLESS EXPLICITLY AUTHORIZED BY THE CONTRACTING OFFICER.

2. PAFB INDUSTRIAL AREA CONTAINS AN EXISTING GROUNDWATER CONTAMINATION PLUME; A

MAP CAN BE OBTAINED FROM THE INSTALLATION RESTORATION PROGRAM (IRP).

APPROXIMATE LIMITS OF THIS GROUNDWATER PLUME ARE SHOWN ON THE PLANS WHERE

THE APPROXIMATE LIMITS OF GROUNDWATER CONTAMINATION INTERSECT THE PROJECT

AREA.

3. STREETS WITHIN NORTH PORTION OF THIS PROJECT THAT ARE AFFECTED ARE AS FOLLOWS:

FALCON AVE. FROM BLDG. 503 TO BLDG. 545

CHALLENGER ST.

SPACELIFT AVE. FROM S. OF JUPITER ST. TO N. OF REDSTONE RD.

N. END OF RESCUE RD. FROM REDSTONE RD. AND ATLAS AVE. TO BLDG. 313

4. AVOID CONSTRUCTION DEWATERING IF AT ALL POSSIBLE WITHIN THE AREAS DESCRIBED

ABOVE. IF POSSIBLE IMPLEMENT DURING THE DRY SEASON, TYPICALLY BETWEEN NOVEMBER

TO APRIL TO REDUCE POSSIBLE IMPACTS. IF NO DEWATERING TAKES PLACE, THEN THE

PRESENCE OF UNDERLYING CONTAMINATION WILL NOT IMPACT THE PROJECT.

5. DEPENDING ON THE DEPTH AND LOCATION WITHIN THE KNOWN CONTAMINANT PLUMES,

GROUNDWATER CONTAMINATION MAY RANGE FROM EXTREMELY LOW CONCENTRATIONS, TO

CONCENTRATIONS THAT SIGNIFICANTLY EXCEED REGULATORY STANDARDS. CONTRACTING

OFFICER TO PROVIDE THE TESTING OF CONTAMINATION CONCENTRATION LEVELS.

6. IF DEWATERING OR GROUNDWATER CONTACT IS REQUIRED THAT IS CONTAMINATED, THEN

INCLUDE THE FOLLOWING CONSIDERATIONS:

A. CONTRACTING OFFICER TO DEVELOP A DEWATERING MANAGEMENT PLAN AND SUBMIT

TO PAFB IRP FOR APPROVAL .

B. PROPER MANAGEMENT AND ENGINEERING CONTROLS TO BE BUILT INTO

THE DEWATERING MANAGEMENT PLAN TO ENSURE THAT FLUIDS ARE

CONTROLLED AND DISPOSED IN COMPLIANCE WITH LAND USE CONTROLS AND

REGULATORY REQUIREMENTS FOR THE HANDLING OF CONTAMINATED GROUNDWATER.

C. DEWATERING CONTROLS ARE NOT LIKELY TO BE NECESSARY, BUT CONTRACTOR

TESTING OF CONTAMINATION LEVELS WILL BE USED TO DETERMINE IF DEWATERING

NEEDS TO INCLUDE RETURNING DEWATERING FLUIDS TO THE SUBSURFACE IN THE

FOOTPRINT OF THE PLUME BY INFILTRATION GALLERY. ANY CONTAMINATION TESTING TO

BE PART OF THE CONTRACTOR'S BASE BID PRICING. THE INFILTRATION GALLERY IS TO BE

A BID ADDITIVE, TO BE EXERCISED ONLY IF DEEMED NECESSARY AFTER ANALYSIS OF THE

TEST RESULTS.

D. THE DEWATERING MANAGEMENT PLAN TO BE COORDINATED WITH THE IRP AS

SOON AS IT IS DETERMINED TO BE NECESSARY TO ENSURE COMPLIANCE WITH BASE AND

FDEP REQUIREMENTS.

7. IF DEWATERING OR CONTACT WITH GROUNDWATER IS REQUIRED WITHIN THE SPECIFIED

AREAS, THE CONTRACTOR TO CONSULT WITH THEIR HEALTH AND SAFETY REPRESENTATIVE

TO ENSURE THAT WORKERS EMPLOY PROPER PERSONAL PROTECTIVE EQUIPMENT WHEN

WORKING IN OR AROUND DEWATERING FLUIDS OR EXPOSED GROUNDWATER.

8. GROUNDWATER MONITORING WELLS ARE WITHIN THE PROJECT LIMITS ARE SHOWN ON THE

PLANS (I.E. 313 EW02, ELEV XX.XX) THE MONITORING WELL MUST BE PROTECTED AND COVERS

WITHIN THE NEW PAVEMENT AREA ARE TO BE ADJUSTED PER SPECIFICATION SECTION

33.51.39. A NEW COVER IS TO BE PLACED OVER THE MONITORING WELL, ENCASED IN A

CONCRETE PAD SET FLUSH WITH THE NEW PAVEMENT ELEVATION. THE CONTRACTOR IS TO

INSURE THE ELEVATION OF THE TOP OF WELL IS NOT DISTURBED WHILE SETTING THE NEW

COVER AND CONCRETE PAD. SURVEY ELEVATIONS OF THE TOP OF WELL CASING AND COVER

ARE TO BE OBTAINED AND PROVIDED PRIOR TO ADJUSTMENT OF COVER AND AFTER

INSTALLATION THE DATUM IS TO BE CONSISTENT WITH THE PATRICK AIR FORCE BASE DATUM

PROVIDED BY THE INSTALLATION ENVIRONMENTAL OFFICE.

2 INCHES

2 INCHES

A

B

2 3

C

D

1 2 3

4 5 6

A S

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ASPHALT NOTES:

1. THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR

ROAD AND BRIDGE CONSTRUCTION APPLY TO AND ARE THE BASIS OF ALL ASPHALT WORK AS

MODIFIED IN SPECIFICATION SECTION 32 12 16.

2. PROVIDE PRODUCTS, MATERIALS, AND INSTALLATIONS IN ACCORDANCE WITH THE

REFERENCED FDOT SPECIFICATION AND ENSURE THAT ALL SUPPLIERS AND PRODUCTS ARE

INCLUDED ON FDOT APPROVED LISTINGS, UNLESS OTHERWISE NOTED.

3. FORMULATE AND IMPLEMENT A QUALITY CONTROL SYSTEM THAT WILL ENSURE QUALITY FOR

ALL PHASES OF THE PAVING FROM SURFACE PREPARATION TO FINAL ACCEPTANCE. PROVIDE

DOCUMENTED VERIFICATION OF ALL PERFORMANCE REQUIREMENTS AND TEST RESULTS AS

SPECIFIED.

4. THE CONTRACTOR AND THEIR SUPPLIER ARE RESPONSIBLE FOR DEVELOPMENT OF THE

ASPHALT SUPERPAVE MIX DESIGN IN ACCORDANCE WITH FDOT SPECIFICATIONS SECTION 334.

BASE THE DESIGN ON TRAFFIC LEVEL B LOADING FOR THE NOMINAL MAXIMUM AGGREGATE

SIZES CALLED OUT IN THE PAVEMENT SECTIONS.

5. FOR ASPHALT OVERLAYS ON TOP OF EXISTING CONCRETE, CLEAN THE PAVEMENT SURFACE

TO PROMOTE BONDING, REPAIR ALL EXISTING JOINTS AND CRACKS, AND GRIND CONCRETE

SURFACES TO PROVIDE SMOOTH TRANSITIONS BETWEEN JOINTS AND CRACKS. REPLACE ALL

CONCRETE PAVEMENT THAT SHOWS SIGNS OF STRUCTURAL FAILURE OF THE PAVEMENT

AND/OR THE BASE MATERIAL.

6. PROVIDE AN ASPHALT PAVING GRID INTERLAYER REINFORCEMENT SYSTEM TO MINIMIZE THE

POTENTIAL FOR REFLECTIVE CRACKING. INSTALL THE REINFORCEMENT LAYER OVER THE

FULL SURFACE OF THE ASPHALT OVERLAY. INSTALL IN STRICT ACCORDANCE WITH THE

MANUFACTURER REQUIREMENTS. PROCURE THE SERVICES OF A MANUFACTURER

APPROVED, INSTALLER, EXPERIENCED WITH SIMILAR INSTALLATIONS. PROCURE THE

SERVICES OF A MANUFACTURER REPRESENTATIVE AND TESTING LABORATORY TO VERIFY

THE INSTALLATION PRIOR TO INSTALLATION OF SUBSEQUENT PAVEMENT LAYERS.

A/C AIR CONDITIONER COMPRESSOR

ACP ASBESTOS CONCRETE PIPE

ALUM ALUMINUM

APPROX. APPROXIMATELY

BLDG BUILDING

BM BENCHMARK

CB CONCRETE BLOCK

CBO CONCRETE (LIGHTPOLE) BASE ONLY

CBS CONCRETE BLOCK STRUCTURE

CHW CONCRETE HEADWALL

CI CAST IRON PIPE

CIPP CAST IN PLACE PIPE

CLP CONCRETE LIGHT POLE

CMP CORRUGATED METAL PIPE

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CP CONCRETE POST

CPP CONCRETE POWER POLE

CTS COPPER TUBING SIZE

CTSP CONCRETE TRAFFIC SIGNAL POLE

Cx UNDERGROUND COMMUNICATIONS EXISTING

DCDA DOUBLE CHECK DETECTOR ASSEMBLY

DIA DIAMETER

DIPS DUCTILE IRON PIPE SIZE

DMP DUMPSTER

DNE DO NOT ENTER

DNR DEPARTMENT OF NATURAL RESOURCE

ECP ELECTRIC CONTROL PANEL

EHH ELECTRIC HANDHOLE

EJB ELECTRIC JUNCTION BOX

ESP ELECTRIC SERVICE PANEL

FDOT FLORIDA DEPARTMENT OF TRANSPORTATION

FGP FENCE GATE POLE

FES FLARED END SECTION

FH FIRE HYDRANT

FHT FIRE HYDRANT TEE

GA GUY ANCHOR

GL GROUND LIGHT

GRND GROUND

GV GATE VALVE/GAS VALVE

INV INVERT

LF LINEAR FEET

MES MITERED END SECTION

MJ MECHANICAL JOINT

MH MANHOLE

MP METAL POST

N NORTHING

NAVD NORTH AMERICAN VERTICAL DATUM OF 1988

NGVD NATIONAL GEODETIC VERTICAL DATUM

NPS NO PARKING SIGN

OTSS OVERHEAD TRAFFIC SIGNAL SUPPORT

PE POLYETHELENE PIPE

PED PEDESTRIAN SIGN

PIV POST INDICATOR VALVE

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE PIPE

ROW RIGHT OF WAY

RPM REFLECTIVE PAVEMENT MARKER

RS RESILIENT SEATED

SCV SPRINKLER CONTROL VALVE

SF SQUARE FEET

SQ SQUARE

SS SANITARY SEWER

TSCB TRAFFIC SIGNAL CONTROL BOX

TSHH TRAFFIC SIGNAL HANDHOLE

TVRB TELEVISION RISER BOX

TYP TYPICAL

UG UNDERGROUND

USC&GS UNITED STATES COAST & GEODETIC SURVEY

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

WD WOOD

WM WATER METER

WML WALL MOUNTED LIGHT

WP WOOD POST

WS WATER SERVICE

WV WATER VALVE

ABBREVIATIONS: SYMBOLS:

C

E

SM

S

EXISTING STREET AND SIGN POLE

EXISTING FIRE HYDRANT

EXISTING COMMUNICATIONS MANHOLE

EXISTING ELECTRIC MANHOLE

EXISTING ALARM BOX

EXISTING SANITARY SEWER MANHOLE

EXISTING SANITARY SEWER WET WELL

EXISTING GROUNDWATER MONITOR

EXISTING LIGHT POLE

EXISTING CONCRETE BOLLARD

MITERED END SECTION

NEW STORMWATER CONTROL STRUCTURE

EXISTING STORMWATER CONTROL STRUCTURE

NEW CONCRETE/LIGHT POLE

EXISTING POLE

EXISTING TREE

EXISTING WATER VALVE COVER

EXISTING ASPHALT

NEW ASPHALT

EXISTING DETERIORATED ASPHALT

EXISTING CONCRETE

NEW CONCRETE

EXISTING GRAVEL

NEW COARSE GRAVEL

NEW CONSTRUCTION ENTRANCE

DEMOLITION

EXISTING LIMEROCK BASE

LIMEROCK BASE

MILL AND OVERLAY

EXISTING SPOT ELEVATIONS

NEW SPOT ELEVATIONS

WATER VALVE

EXISTING WATER MAIN

EXISTING UNDERGROUND ELECTRICAL

EXISTING UNDERGROUND COMMUNICATION

EXISTING FORCE MAIN

EXISTING FENCE LINE

EXISTING UNDERGROUND GAS LINE

EXISTING DOMESTIC WATER SERVICE LINE

EXISTING UNDERGROUND ELECTRICAL PRIMARY

EXISTING GROUNDWATER PLUME

EXISTING UNDERGROUND STORM SEWER

EXISTING UNDERGROUND SANITARY SEWER

ABANDONED IN PLACE

CENTER LINE

NEW SWALE

NEW STORM SEWER REPAIR

NEW UNDERGROUND STORM SEWER

DRAWING WHERE DETAIL IS SHOWN/REFERENCED

X.XX

X.XX

DETAIL BUBBLE

DETAIL REFERENCE NUMBER

SECTION DETAIL BUBBLE

DETAIL REFERENCE LETTER

C-501

B

A C-501

DETAIL PLAN REFERENCE NUMBER

DRAWING WHERE SECTION IS REFERENCED

SYMBOLS:

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IDENTIFICATION

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AutoCAD SHX Text B

AutoCAD SHX Text W

SA

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SCALE:

STRIPING PLAN

1" = 20'NORTH

S

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CHALLENGER ST.

GENERAL NOTES:

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REQUEST THAT ALL UTILITIES BE FIELD

LOCATED BEFORE BEGINNING CONSTRUCTION. LOCATIONS OF ALL EXISTING UTILITIES

SHOWN ON THE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY.

2. THE GOVERNMENT IS NOT RESPONSIBLE FOR DAMAGES TO EXISTING UTILITIES CAUSED BY

THE CONTRACTOR'S NEGLIGENCE. EXTREME CAUTION SHALL BE USED TO MAINTAIN

INTEGRITY OF EXISTING UTILITIES.

3. THE CONTRACTOR SHALL USE CAUTION WHEN WORKING AROUND EXISTING UTILITIES AND

PROTECT THEM IN PLACE.

4. CONTRACTOR SHALL MEET THE PROJECT SPECIFICATIONS AND VERIFY QUANTITIES PRIOR

TO CONSTRUCTION.

5. THE TERM "PROVIDE" USED IN THE PROJECT DRAWINGS SHALL MEAN TO PROVIDE

MATERIALS, EQUIPMENT, AND MANPOWER TO INSTALL, CONNECT, AND PLACE INTO SERVICE

WITHIN THE SPECIFIED OR APPROVED MANNER SYSTEMS MATERIAL AND SPECIFIC

FUNCTIONAL TASK DESCRIBED.

6. THE CONTRACTOR SHALL OBTAIN ANY AND ALL REQUIRED PERMITS PRIOR TO BEGINNING

CONSTRUCTION.

7. CONTRACTOR SHALL REPAIR OR RESTORE ALL DISTURBED AREAS TO ORIGINAL CONDITION

OR BETTER.

8. CONTRACTOR SHALL DISPOSE OF MILL MATERIAL PER PSFB PAVING SPECIFICATIONS.

9. MONITORING WELLS MUST BE PROTECTED FROM DAMAGE/DESTRUCTION AND ANY WELLS

THAT ARE DAMAGED AS PART OF THE PROJECT MUST BE REPLACED AT PROJECT COST.

CONSIDER THE LOCATION OF THE WELLS WHEN PLANNING EQUIPMENT, PARKING, AND

LAYDOWN AREAS.

FLAG NOTES:

1. PROVIDE 504 L.F. 4" PARKING STRIPING.

2. PROVIDE (2) 12 L.F. STOP BAR.

3. PROVIDE (23) PEDESTRIAN CROSSWALK STRIPING.

4. PROVIDE (1) BLUE HYDRANT REFLECTOR.

5. PROVIDE FDOT TYPE VALLEY CURB. (87 L.F. TOTAL).

VARIES

(HALF WIDTH OF STREET)

WHITE STRIPE

1' -6

M

IN

22 s.f.

8'

- 0

8"

SCALE:

TRAFFIC STOP BAR

NONE

ALL CROSS-WALK MARKINGS ARE WHITE

EDGE OF PAVEMENT

2'2'

*6' AT INTERSECTIONS 10' AT MID-BLOCK

EDGE OF PAVEMENT

EDGE OF PAVEMENT

SCALE:

PAVEMENT STRIPING

NONE

CROSSWALK

FA

LC

O N

A

VE

SP

AC

EL

IF

T

AV

E.

' T

YP

9.00'

60'40'20'0'20'

GRAPHIC SCALE 1" = 20'

FACILITY 506

MONITOR WELL

MONITOR WELL

"STOP" IS NOT USED IF SIGN IS PRESENT

AT INTERSECTION.

TYP.

16 SPACES 10 SPACES

DUMP

4 SPACES

SECTION ID

RDCHALLENGER-01

Area not in Project

Area not in project Area not in Project Area not in Project

Area not in Project

PROVIDE SMOOTH TRANSITIONS FOR ALL HATCHED "AREA NOT IN PROJECT"

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ALLEN ENGINEERING, INC.

RAEIS

TOPOGRAPHIC SURVEY

CHALLENGER STREET

SURVEYOR'S CERTIFICATION:

SURVEYOR'S NOTES:

SITE

ABBREVIATIONS:

CP-102

See Page CP-101 for areas of Challenger St. that are in project scope

SS

F

TH

C

IV

IL

E N

G

IN

EE

R

S Q

U

AD

R O

N

AS

B

U

IL

T D

AT

E:

D

EL

IV

ER

Y N

O

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

R

EV

IE

W

ED

B

Y:

D

AT

E:

C O

N

TR

AC

T

N O

FA

2X

XX

FA

-1 3-

D -0

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

CP-103

5/

/2

SX

H

T

-1

M

AI

N

TA

IN

S

TR

EE

TS

A

N D

P

AR

KI

N

G

SX

H

T

-1

PA

FB

, F

L.

SCALE:

MILL AND OVERLAY - STRIPING PLAN

1" = 20'NORTH

C H

AL

LE

N G

ER

T.

PA

VE

M

EN

T R

EP

AI

R P

LA

N

CHALLENGER AVE.

GENERAL NOTES:

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REQUEST THAT ALL UTILITIES BE FIELD

LOCATED BEFORE BEGINNING CONSTRUCTION. LOCATIONS OF ALL EXISTING UTILITIES

SHOWN ON THE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY.

2. THE GOVERNMENT IS NOT RESPONSIBLE FOR DAMAGES TO EXISTING UTILITIES CAUSED BY

THE CONTRACTOR'S NEGLIGENCE. EXTREME CAUTION SHALL BE USED TO MAINTAIN

INTEGRITY OF EXISTING UTILITIES.

3. THE CONTRACTOR SHALL USE CAUTION WHEN WORKING AROUND EXISTING UTILITIES AND

PROTECT THEM IN PLACE.

4. CONTRACTOR SHALL MEET THE PROJECT IDIQ SPECIFICATIONS AND VERIFY QUANTITIES

PRIOR TO CONSTRUCTION.

5. THE TERM "PROVIDE" USED IN THE PROJECT DRAWINGS SHALL MEAN TO PROVIDE

MATERIALS, EQUIPMENT, AND MANPOWER TO INSTALL, CONNECT, AND PLACE INTO SERVICE

WITHIN THE SPECIFIED OR APPROVED MANNER SYSTEMS MATERIAL AND SPECIFIC

FUNCTIONAL TASK DESCRIBED.

6. THE CONTRACTOR SHALL OBTAIN ANY AND ALL REQUIRED PERMITS PRIOR TO BEGINNING

CONSTRUCTION.

7. CONTRACTOR SHALL REPAIR OR RESTORE ALL DISTURBED AREAS TO ORIGINAL CONDITION

OR BETTER.

8. CONTRACTOR SHALL DISPOSE OF MILL MATERIAL PER PSFB PAVING SPECIFICATIONS.

FLAG NOTES:

1. SAWCUT EXISTING ASPHALT PAVEMENT (APPROX. 373 L.F. TOTAL)

2. PROVIDE APPROX. 3.009 SQ. YD. EXCAVATION OF EXISTING ASPHALT.

3. PROVIDE 3,056 SQ. YD. TACK COAT AND APPROX. 3,056 SQ. YD. OF ASPHALTIC CONCRETE

PAVEMENT. - 1ST COURSE 1.5" TYPE SP-12.5, - 2ND COURSE 1.5" TYPE SP 9-5.

4. PROVIDE FDOT TYPE VALLEY CURB. (APPROX. 87 L.F. TOTAL).

5. PROVIDE (5) SMOOTH TRANSITIONS BETWEEN NEW PAVEMENT AND EXISTING

SCALE:

PAVEMENT MILL - OVERLAY SECTION

NONE

FA

LC

O N

A

VE

SP

AC

EL

IF

T

AV

E.

60'40'20'0'20'

GRAPHIC SCALE 1" = 20'

FACILITY 506

CATCH BASIN

CATCH BASIN

CATCH BASIN

CATCH BASIN

TOP 4.68

TOP 4.83

TOP 4.19

TOP 4.15

DUMP

CATCH BASIN

TOP 4.51

CATCH BASIN

TOP 4.79

CATCH BASIN

TOP 4.81

CATCH BASIN

TOP 5.03

LEGEND:

4.33

FINISHED ELEV.

DRAINAGE FLOW

A1'-10"

A 1'-2"

VALLEY GUTTER CURB AND GUTTER

PLAN

1/2" EXP. JOINT

SECTION A-A

1'-10" 1'-2"

1'-10"

7- 1/

2" 7-1/2"

6" MIN.6-1/4"

3/4" R3/4" R

SCALE:

FDOT VALLEY GUTTER

NONE

CURB AND GUTTER

FACILITY 522

FACILITY 524

BLDG.

TACK COAT

12" STABILIZED SUBBASE,

COMPACT TO 95% MODIFIED

PROCTOR DENSITY, MIN LBR 40

9" LIMEROCK BASE, COMPACT TO

98% MODIFIED PROCTOR DENSITY,

MIN LBR 100

EXISTING ASPHALT

EXISTING SUBGRADE

EXISTING BASE

12"

EXISTING ASPHALT EDGE

NEW SAW CUT EDGE

INSTALL FULL COVERAGE

TACK COAT

REPLACE

NEW ASPHALTIC CONCRETE PAVEMENT

1ST COURSE: 1.5" TYPE SP-12.5

2ND COURSE 1.5" TYPE SP-9.5

VARIES

1 1

TRANSITIONS FROM NEW TO EXISITNG ASPHALT

DUMPSTER

EXISTING

ASPHALT

EXISTING

ASPHALT

GRASS

A

- 5

See Page CP-101 for areas of Challenger St. that are in project scope

PROVIDE SMOOTH TRANSITIONS FOR ALL HATCHED "AREAS NOT IN

PROJECT" FROM CP-101, 5 TOTAL.

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Line

CP-104

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REQUEST THAT ALL UTILITIES BE FIELD

LOCATED BEFORE BEGINNING CONSTRUCTION. LOCATIONS OF ALL EXISTING UTILITIES

SHOWN ON THE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY.

2. THE GOVERNMENT IS NOT RESPONSIBLE FOR DAMAGES TO EXISTING UTILITIES CAUSED BY

THE CONTRACTOR'S NEGLIGENCE. EXTREME CAUTION SHALL BE USED TO MAINTAIN

INTEGRITY OF EXISTING UTILITIES.

3. THE CONTRACTOR SHALL USE CAUTION WHEN WORKING AROUND EXISTING UTILITIES &

PROTECT THEM IN PLACE.

4. CONTRACTOR SHALL MEET THE PROJECT SPECIFICATIONS AND VERIFY QUANTITIES PRIOR

TO CONSTRUCTION.

5. THE TERM "PROVIDE" USED IN THE PROJECT DRAWINGS SHALL MEAN TO PROVIDE

MATERIALS, EQUIPMENT, & MANPOWER TO INSTALL, CONNECT, & PLACE INTO SERVICE

WITHIN THE SPECIFIED OR APPROVED MANNER SYSTEMS MATERIAL & SPECIFIC FUNCTIONAL

TASK DESCRIBED.

6. THE CONTRACTOR SHALL OBTAIN ANY & ALL REQUIRED PERMITS PRIOR TO BEGINNING

CONSTRUCTION.

7. CONTRACTOR SHALL REPAIR OR RESTORE ALL DISTURBED AREAS TO ORIGINAL CONDITION

OR BETTER.

8. CONTRACTOR SHALL DISPOSE OF MILL MATERIAL PER PSFB PAVING SPECIFICATIONS.

GENERAL NOTES:

1. DEMOLISH ALL PAVING (2" ASPHALT OVER 6" REINFOIRCED CONCRETE) & CONCRETE CURBING.

INSTALL 4" OF TOPSOIL & GRADE SIDE SLOPES OF DEMOLISHED PAVEMENT AREA TO A MINIMUM 4:1.

2. BLACKOUT EXISTING STRAIT YELLOW TRAFFIC LINE & APPLY YELLOW CURVED STRIPING TO 5'

FROM STOP BAR.

3. RESTRIPE (1) 12 L.F. STOP BAR. SEE DETAIL THIS SHEET.

4. RESTRIPE (8) PEDESTRIAN CROSSWALK STRIPING. SEE DETAIL THIS SHEET.

5. PROVIDE FDOT TYPE F CURB (TYP. INDEX NO. 300). SEE SECTION THIS SHEET.

6. INSTALL CURB CUT & CONCRETE FLUME, (TYP. OF 2) SEE DETAIL THIS SHEET.

7. INSTALL A.D.A. COMPLAINT CONCRETE CURB RAMP WITH DETECTABLE WARNING SURFACE (TYP.

OF 2). FOLLOW FDOT INDEX 304 DETAILS.

8. REMOVE DEAD END SIGNS AT THE END OF FALCON AVE.

FLAG NOTES:

WHITE STRIPE

1' -6

M

IN

22 s.f.

8'

- 0

8"

SCALE:

TRAFFIC STOP BAR

NONE

EDGE OF PAVEMENT

2'2'

ALL CROSS-WALK MARKINGS ARE WHITE

*6' AT INTERSECTIONS 10' AT MID-BLOCK

EDGE OF PAVEMENT

EDGE OF PAVEMENT

SCALE:

CROSSWALK

PAVEMENT STRIPING

NONE

"STOP" IS NOT USED IF SIGN IS PRESENT

AT INTERSECTION.

EXISTING ASPAHLT

OVERLAY. 2.5" MIN

TOTAL THICKNESS

EXISTING REINFORCED

CONCRETE PAVEMENT

EXISTING

PAVEMENT

BASE/

SUBGRADE

CHAMPHER EDGE OF PAVEMENT

TO MEET NEW CURB

SAWCUT PAVEMENT &

INSTALL EXPANSION

JOINT BACKER WITH

NEW CURB

NEW TYPE

"F" CURB

SCALE:

NEW TYPE "F" CURB @ EXISTING

PAVEMENT SECTION

NTS

PLA

N

1'-0" SQ.

OPENING FOR

DRAINAGE

6 " 5'

0"

6 "

SECTION

CONCRETE FLUME

DETAIL

N.T.S.

COARSE

AGGREGA

TE

4 "

6 "

SWALE OR

BASIN

FLOOR

4'- 0"

VARI

ES

" R3"

CURB AT

DRIVE

CURB AT

DRIVE

FALCON AVE - DEMO, INSTALL CURVE - STRIPING PLAN

Inserted Text

OWNER AND ADDRESS: UNITED STATES AIR FORCE

1224 JUPITER STREET, BUILDING 534

PATRICK A.F.B., FLORIDA 32925

LOCATION:

LATITUDE: LONGITUDE:

SECTION/TOWNSHIP/RANGE:

PROJECT NAME: REPAIR STREETS, & PARKING VARIOUS, PAFB

PROJECT DESCRIPTION: THIS PROJECT WILL CONSIST OF:

1. REMOVAL OF TREE STUMPS, CURBING, PAVEMENT AND EQUIPMENT.

2. INSTALLATION OF NEW PAVEMENT AND CURBING, EQUIPMENT PADS, FENCE,

ELECTRICAL VAULT EXTENSION, BELOW GRADE UTILITIES (OPEN TRENCH),

LIGHTNING PROTECTION POLES AND BOLLARDS.

SITE MAPS:

*CONSULT ASSOCIATED PLANS FOR EROSION AND SEDIMENT CONTROLS.

SITE AREA:

1. TOTAL AREA OF SITE

2. TOTAL AREA DISTURBANCE

3. WETLAND AREA

4. RECEIVING WATER

SITE DESCRIPTION

CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE

AND LOCAL REGULATIONS

IN AN EFFORT TO ENSURE COMPLIANCE WITH FEDERAL, STATE AND LOCAL LAWS

REGARDING EROSION AND TURBIDITY CONTROLS, THE FOLLOWING PERMITS HAVE

BEEN OBTAINED AND ARE AVAILABLE ON-SITE:

D.E.P. PERMIT:

C.O.E. PERMIT:

S.J.R.W.M.D.E.R.PERMIT:

D.E.P.N.O.I.:

SEQUENCE OF MAJOR ACTIVITIES

THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS:

1. SUBMIT NOTICE OF INTENT (N.O.I.).

2. FLAG THE WORK LIMITS & MARK TREE OR PROTECTED AREA BUFFER, IF

APPLICABLE COORDINATE PRE-CONSTRUCTION MEETING WITH DESIGNATED

SITE SUPERINTENDENT AND INSPECTOR(S) IN CHARGE OF SWPPP

REQUIREMENTS.

3. INSTALL REQUIRED PERIMETER CONTROLS.

4. PERFORM DEMOLITION OPERATIONS, IF APPLICABLE.

5. STABILIZE DENUDED AREAS AND STOCKPILES AS SOON AS PRACTICABLE.

6. INSTALL PERMANENT SEEDING/SODDING AND PLANTING AND WATER AS

REQUIRED UNTIL PERMANENTLY ESTABLISHED WHEN ALL CONSTRUCTION

ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, COORDINATE.

7. INSPECTION OF ALL WORK AREAS.

8. REMOVE ANY EROSION CONTROL DEVICES AND RESEED/SOD AS REQUIRED.

9. SUBMIT NOTICE OF TERMINATION (N.O.T).

CONSTRUCTION CONTRACTOR REQUIREMENTS

IN ADDITION TO THE RESPONSIBILITIES OUTLINED IN THE ABOVE SECTIONS, IT IS

ALSO THE CONSTRUCTION CONTRACTOR'S RESPONSIBILITY TO ENSURE THE

FOLLOWING IS CONDUCTED:

*N.O.I. FORM IS COMPLETED AND SUBMITTED WITH APPROPRIATE FEE AT LEAST

48 HOURS PRIOR TO INITIATING ANY LAND CLEARING ACTIVITY.

*CONSTRUCTION CONTRACTOR AND ALL CONSTRUCTION SUB-CONTRACTORS

COMPLETE CERTIFICATION SIGNIFYING THAT THEY ARE AWARE OF TERMS AND

CONDITIONS OF THE GENERIC PERMIT.

*CHANGES TO SWPPP ARE COMPLETED, AS NEEDED, TO ENSURE COMPLIANCE

WITH FEDERAL, STATE AND LOCAL REQUIREMENTS AND THE REPORT FORM FOR

CHANGES TO SWPPP IS COMPLETED, WHEN NECESSARY.

*SITE INSPECTIONS ARE PERFORMED AND THE INSPECTION REPORT FORM

COMPLETED AS INDICATED BY PLAN BY CONSTRUCTION CONTRACTOR'S

QUALIFIED INSPECTOR.

*MAINTENANCE ON BMP's AND MAINTENANCE RECORD COMPLETED AS

INDICATED BY PLAN.

*N.O.T. FORM IS COMPLETED AND SUBMITTED AS INDICATED BY PLAN.

IT IS THE CONSTRUCTION CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT THE

BEST MANAGEMENT PRACTICES (BMPs) AS SHOWN ON THE SITE PLAN AND AS

CONTAINED IN THIS SWPPP. IT IS ALSO THE CONSTRUCTION CONTRACTOR'S

RESPONSIBILITY TO ENSURE THESE BMPs ARE PROPERLY INSTALLED, MAINTAINED AND FUNCTIONING PROPERLY TO PREVENT TURBID OR POLLUTED

WATER FROM LEAVING THE PROJECT SITE. THE CONSTRUCTION CONTRACTOR

WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN ON THE SITE PLAN

AND ADD ADDITIONAL CONTROL MEASURES, AS REQUIRED TO ENSURE THE SITE

MEETS ALL FEDERAL, STATE AND LOCAL EROSION AND TURBIDITY CONTROL

REQUIREMENTS. BEST MANAGEMENT PRACTICES MUST BE IMPLEMENTED BY THE

CONSTRUCTION CONTRACTOR AS REQUIRED TO MEET THE SEDIMENT AND

TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT SITE BY THE REGULATORY

AGENCIES.

THE CONSTRUCTION CONTRACTOR MUST BE RESPONSIBLE FOR NOTIFICATION,

MITIGATION AND REPAIR COSTS ASSOCIATED WITH NON-COMPLIANCE. IT IS THE

CONSTRUCTION CONTRACTOR'S RESPONSIBILITY TO INSTALL ADDITIONAL

MEASURES TO ATTAIN IMMEDIATE COMPLIANCE, SHOULD VIOLATIONS BE

IDENTIFIED.

EROSION AND SEDIMENT CONTROLS

PERIMETER CONTROLS:

1. SILT FENCE: FILTER FABRIC BARRIERS CAN BE USED BELOW DISTURBED

AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING

LIMITATIONS:

A. WHERE THE MAXIMUM DRAINAGE AREA IS 1/4 ACRE PER 100 FEET OF

LENGTH.

B. USE 4"x4" TRENCH & 8" FABRIC EXTENDED INTO GROUND BEFORE BACKFILL

& COMPACTION.

C. MAXIMUM USEFUL LIFE 6 MONTHS.

SWALE / LIVE STREAM SILT / SEDIMENT CONTAINMENT:

1. SEE FDOT INDEX 102, CHART 1, SHEET 1 FOR SPACING REQUIREMENTS FOR

TYPE I AND II SYNTHETIC BALE BARRIERS & SILT FENCES.

2. LOCATE TURBIDITY CURTAINS PARALLEL TO FLOW OF A MOVING BODY OF

WATER AND NOT PLACED ACCROS THE MAIN FLOW OF A SIGNIFICANT BODY

OF MOVING WATER.

3. ALLOW SOIL PRACTICES A MINIMUM OF 6-12 HOURS TO SETTLE BEFORE

REMOVAL OF TURBIDITY CURTAIN.

4. ENSURE NO VIOLATIONS OF WATER QUALITY STANDARDS OCCUR DURING

LAND DISTURBING ACTIVITIES. ENSURE MONITORING OF TURBIDITY OCCURS

IN ACCORDANCE WITH PERMIT CONDITIONS.

STOCKPILING MATERIAL:

1. DO NOT STOCKPILE EXCAVATED MATERIAL IN SUCH A MANNER AS TO DIRECT

RUNOFF DIRECTLY OFF THE PROJECT SITE INTO ADJACENT WATER BODY OR

STORM WATER COLLECTION FACILITY.

VEGETATION:

1. APPLY TEMPORARY STABILIZATION TO AREAS OPENED BY CONSTRUCTION

OPERATIONS THAT ARE NOT ANTICIPATED TO BE RE-DISTURBED AND

RECEIVE FINAL STABILIZING TREATEMENT WITHIN 14 DAYS. IF, AFTER 14

DAYS FROM TIME OF STABILIZATION, THE TEMPORARY GRASSED AREAS

HAVE NOT ATTAINED A MINIMUM OF 70% GOOD GRASS COVER, THE AREA

WILL BE REWORKED AND ADDITIONAL MEASURES APPLIED SUFFIENCY TO

ESTABLISH THE DESIRED VEGETATIVE COVER.

2. PERFORM PERMANENT STABILIZATION IN ALL AREAS THAT HAVE BEEN

DISTURBED BY CONSTRUCTION ACTIVITY UNLESS OTHERWISE DIRECTED BY

THE CONTRACTION OFFICER TO PRESERVE THE FUNCTION OF CRITICAL

SCRUB HABITAT. INITIATE FINAL STABILIZATION NO MORE THAN 7 DAYS

AFTER LAND DISTURBING ACTIVITIES HAVE CEASED IN THAT AREA. UNDER

NO CIRCUMSTANCES WILL THE CONTRACTOR BE PERMITTED TO CAUSE A

DEGRADATION OF OFFSITE WATER QUALITY. IF SEED IS USED, THE SEEDING

MIX MUST PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH

SEASONAL VEGETATION. SOD SLOPES STEEPER THAN 4:1.

3. IMMEDIATELY SOD SIDE SLOPES OF SWALE DISTURBED BY DRAINAGE

CONVEYANCE OR SURFACE WATER. PEG OR STAPLE SOD TO RESIST

WASHOUT.

4. STABILIZE COMPLETED PORTIONS OF THE PROJECT AS WORK PROGRESSES

TO PROTECT AGAINST EROSION UNLESS OTHERWISE DIRECTED BY THE

CONTRACTING OFFICER TO PRESERVE THE FUNCTION OF CRITICAL SCRUB

HABITAT. IMMEDIATELY REPAIR, FILL AND SOD ERODED AREA OF THE

PROJECT THAT RESULT FROM THE CONSTRUCTION LAND ALTERATIONS.

5. INSTALL AND WATER ALL AREAS THAT ARE SEEDED/SODDED UNTIL THE

GROUND COVER IS FULLY ESTABLISHED.

POLLUTANT SOURCE CONTROL:

WASTE DISPOSAL:

COLLECT AND STORE WASTE MATERIALS AND RUBBISH IN CONTAINERS

OR, IF APPROPRIATE, IN PILES. USE SEPERATE, SELF-CLOSING,

NONFLAMMABLE, NON-REACTIVE CONTAINERS FOR GARBAGE. REMOVE

OILY FLAMMABLE AND DANGEROUS WASTES, NON-SALVAGE MATERIAL

AND DEBRIS FROM WORK AREAS AND DISPOSE DAILY.THE CONSTRUCTION

CONTRACT MAY USE CAPE CANAVERAL AIR FORCE STATION (CCAFS)

LANDFILL FOR DISPOSAL OF CCAFS AND PAFB C&D IN ACCORDANCE WITH

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) PERMIT.

DISPOSE OF ASBESTOS WASTE AT THE CCAFS ASBESTOS MONO-FILL

UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER.

REFER TO SPECIFICATIONS FOR FURTHER WASTE AND DISPOSAL AND

RECORD KEEPING REQUIREMENTS.

HAZARDOUS / NON HAZARDOUS:

MANAGE HAZARDOUS WASTE IN ACCORDANCE WITH STATE AND FEDERAL

REGULATIONS AND TURN OVER TO THE AIR FORCE FOR DISPOSAL UNDER

THE AIR FORCE'S EPA IDENTIFICATION NUMBER.

AT THE PRE-CONSTRUCTION CONFERENCE, PROVIDE THE CONTRACTING

OFFICER WITH A LIST OF ALL HAZARDOUS MATERIALS TO BE

INCORPORTATED INTO THE PROJECT INCLUDING THE MATERIAL SAFETY

DATA SHEET IN ACCORDANCE WITH DFARS 52.223-3, HAZARDOUS WASTE

MATERIAL IDENTIFICATION AND MATERIAL SAFETY DATA AND PROJECT

SPECIFICATIONS. SUBMIT COPIES OF SIGNED INTERNAL MANIFESTS TO

THE CONTRACTION OFFICER MONTHLY.

NOTIFY THE CONTRACTING OFFICER IMMEDIATELY IF ANY CONTAMINATED

SOIL, GROUND WATER OR SUSPECT DEBRIS IS ECOUNTERED DURING

EXCAVATION, DEMOLITION OR CONSTRUCTION OF THE PROJECT.

SANITARY WASTE:

COLLECT ALL SANITARY WASTE FROM PORTABLE UNITS AS NEEDED TO

PREVENT POSSIBLE SPILLAGE. COLLECT AND DISPOSE OF WASTE IN

ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL REGULATIONS

FOR SANITARY SEWER.

OFFSITE VEHICLE TRACKING:

PROVIDE, WHERE NECESSARY, A STABILIZED CONSTRUCTION ENTRANCE

TO HELP REDUCE VEHICLE TRACKING OF SEDIMENT. SWEEP THE PAVED

STREETS ADJACENT TO THE SITE DAILY TO REMOVE ANY EXCESS MUD,

DIRT OR ROCK TRACKED FROM THE SITE. COVER DUMP TRUCKS HAULING

MATERIAL FROM THE CONSTRUCTION SITE WITH A TARPAULIN.

FERTILIZERS, PESTICIDES, HERBICIDES:

IDENTIFY THE SPECIFIC REQUIREMENTS FOR FERTILIZERS, PESTICIDES,

AND HERBICIDES. CHECK QUANTITY AND METHODS OF APPLICATION TO

ENSURE THEY ARE APPROPRIATE AND CONSISTENT WITH LOCAL

GUIDELINES.

GOOD HOUSEKEEPING:

FOLLOW GOOD HOUSEKEEPING PRACTICES ONSITE DURING THE

CONSTRUCTION PROJECT:

ENSURE ALL CONSTRUCTION EQUIPMENT IS IN PROPER WORKING ORDER

AND INSPECTED REGULARLY. ENSURE EQUIPMENT HAS THE BUILT-IN

CAPACITY, STABILITY, AND NECESSARY SAFETY FEATURES TO FULLY

COMPLY WITH THE PROJECT SPECIFICATIONS AND REQUIREMENTS,

WITHOUT SHOWING EVIDENCE OF UNDUE STRESS OR FAILURE. PROVIDE

SUFFICIENT NUMBER OF COMPETENT CONSTRUCTION CONTRACTOR

PERSONNEL ON THE JOB SITE AT ALL TIMES TO INSURE THE WORK IS

COMPLETED IN A TIMELY AND SATISFACTORY MANNER. ENSURE A

COMPETENT AND EXPERIENCED SUPERVISOR, REPRESENTING THE

CONSTRUCTION CONTRACT, IS IN DIRECT CHARGE AND CONTROL OF

OPERATIONS AT ALL TIMES. IMMEDIATELY CONSIDER THE PROTECTION OF

SURFACE WATERS FROM POTENTIAL POLLUTION IF EQUIPMENT OR OTHER

UNFORESEEN STOPPAGES OCCUR.

CONTAIN LEAKS OR SPILLS FOR MAINTENANCE ACTIVITIES, WHENEVER

NECESSARY, IN DRIP PANS. CLEAN UP ALL SPILLS IMMEDIATELY IN

ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

MAKE AN EFFORT TO STORE ENOUGH PRODUCTS REQUIRED TO DO THE

JOB.

STORE ALL MATERIALS IN A NEAT, ORDERLY MANNER IN THEIR

APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER

ENCLOSURE.

K…