S02 100 Construction Drawings .pdf

PE# 53668

12/22/2023 JS RCG

VA MEDICAL CENTER, BROCKTON, MA

523A5-21-002 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date: Dwg. ofDaniel j. Witczak

1024 PEARL STREET

BROCKTON, MA, 02301

(508) 583-2595

WWW.JKHOLGREN.COM

VA U.S. Department of Veterans Affairs

LIST OF DRAWINGS

PROJECT CONTACT DIRECTORY

LOCATION MAP APPROVALS

Approved by Medical Center Director Approved by Director of Facility Management Service

Approved by Project COR Approved by Medical Director

Approved by Infection Control Approved by Safety Officer

Approved by Project CO

Approved by

PROJECT INFORMATION

REMOVE AND REPLACE FUEL PUMPS

AT

BOSTON HEALTHCARE SYSTEMS

BROCKTON CAMPUS

PROJECT NUMBER: 523A5-21-002

940 BELMONT STREET, BROCKTON, MA 02301-5596

PROJECT

LOCATION

I HEREBY CERTIFY THAT ALL INFORMATION INDICATED ON THIS

DRAWING WAS OBTAINED OR VERIFIED BY ACTUAL

MEASUREMENTS IN THE FIELD, AND THAT EVERY EFFORT HAS

BEEN MADE TO FURNISH COMPLETE AND ACCURATE

INFORMATION.

DANIEL WITCZAK, P.E. MA #53668

CIVIL ENGINEERS PROFESSIONAL ENGINEER'S CERTIFICATION

ACELA ARCHITECT + ENGINERS. PC

2633 MORAVIAN AVENUE

ALLENTOWN, PA 18103

JEREMIE SCHADLER, PE

(610)-365-4023

JSCHADLER@ACELA-AE.COM

PROJECT

LOCATIONPROJECT

LOCATION

PROJECT

LOCATIONPROJECT

LOCATION

SCALE: 1" = 2,000'

SOURCE: USGS BROCKTON, MA QUAD MAP

N.T.S.

SOURCE: GOGLE MAPS

SURVEYOR

J.K. HOLMGRAN ENGINEERING INC.

1024 PEARL STREET

BROCKTON MA 02301

(508) 583-2595

SFARIA@JKHOLMGREN.COM

SHEET LIST TABLE

SHEET

NUMBER

DRAWING

NO. SHEET TITLE

GENERAL

GI001 1 OF 25 COVER SHEET

GI002 2 OF 25 GENERAL NOTES

GC001 3 OF 25 OVERALL PHASING PLAN

GC002 4 OF 25 MAINTENANCE & PROTECTION OF TRAFFIC PLAN 'A'

GC003 5 OF 25 MAINTENANCE & PROTECTION OF TRAFFIC PLAN 'B'

CIVIL

CD100 6 OF 25 EXISTING FEATURES & DEMOLITION PLAN

CS100 7 OF 25 SITE LAYOUT PLAN

CS101 8 OF 25 SIGNAGE PLAN

CG100 9 OF 25 GRADING & UTILITY PLAN

CG101 10 OF 25 EROSION & SEDIMENTATION POLLUTION CONTROL PLAN

CS102 11 OF 25 CONSTRUCTION DETAILS '1'

CS103 12 OF 25 CONSTRUCTION DETAILS '2'

CS104 13 OF 25 CONSTRUCTION DETAILS '3'

LANDSCAPING

LP100 14 OF 25 LANDSCAPING PLAN

STRUCTURAL

S001 15 OF 25 STRUCTURAL GENERAL NOTES

S002 16 OF 25 STRUCTURAL GENERAL NOTES

SB101 17 OF 25 CANOPY FOUNDATION PLAN

SF102 18 OF 25 CANOPY FRAMING PLAN + SECTIONS

SF201 19 OF 25 TYPICAL DETAILS

FIRE PROTECTION

FP101 20 OF 25 CANOPY DRY CHEMICAL FIRE SUPPRESSION SYSTEM

MECHANICAL

MJ100 21 OF 25 FUEL TANK PLAN & SECTIONS

MJ101 22 OF 25 DEF TANK DETAILS

ELECTRICAL

ES100 23 OF 25 LIGHTING PLAN

ES101 24 OF 25 ELECTRICAL SITE PLAN & DETAILS

ES102 25 OF 25 ELECTRICAL SITE SCHEDULES

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100% BID DOCUMENTS

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GI001

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AutoCAD SHX Text Remove And Replace Fuel Pumps

PE# 53668

12/22/2023 JS RCG

VA MEDICAL CENTER, BROCKTON, MA

523A5-21-002 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date: Dwg. ofDaniel j. Witczak

1024 PEARL STREET

BROCKTON, MA, 02301

(508) 583-2595

WWW.JKHOLGREN.COM

3. BEFORE PERFORMING ANY CONSTRUCTION ACTIVITIES AT EXISTING FACILITIES, A GROUND PENETRATING RADAR SURVEY MUST BE CONTRACTED BY THE GENERAL CONTRACTOR AND CAREFULLY PERFORMED BY A CERTIFIED TECHNICIAN TO REVEAL ALL EXISTING UNDERGROUND DUCTS, CONDUITS, ROCK/LEDGE, CABLES, OTHER UTILITY SYSTEMS AND/OR UNKNOWN ENTITIES. THE CONTRACTOR MUST FURNISH AND PROVIDE A DETAILED & SCALED GPR SURVEY MAPPING RESULT FROM THE CERTIFIED GPR CONTRACTOR IN BOTH ELECTRONIC AND HARDCOPY FORM, FOR RECORD FILE WITHIN 10 CALENDAR DAYS OF COMPLETION OF SAID GPR SURVEY. THIS IS SEPARATE FROM EM LOCATING. GPR SURVEY IS REQUIRED. IF THE CONTRACTOR WOULD LIKE TO PERFORM BOTH GPR SURVEYING AND EM LOCATING THAT IS ACCEPTABLE, BUT AT A MINIMUM, GPR SURVEYING IS REQUIRED, AND MAPPING RESULTS ARE REQUIRED. PRIOR TO EXCAVATING/TRENCHING, THE CONTRACTOR MUST REVIEW ALL VA REFERENCE PLANS AVAILABLE FOR UNDERGROUND UTILITIES AND BECOME FAMILIAR WITH UNDERGROUND UTILITIES IN THE AREA OF EXCAVATION/TRENCHING AND FIELD VERIFY CONDITIONS PRIOR TO DIGGING. THE VA DOES NOT HAVE ALL UNDERGROUND UTILITIES IDENTIFIED ON REFERENCE DRAWINGS, SO IT IS CRITICAL FOR THE CONTRACTOR TO FURNISH AND PROVIDE THE SERVICES OF A GPR SURVEYING ENGINEERING COMPANY TO LOCATE BELOW GRADE ENTITIES.

4. THE SURVEY IS BASED ON MASSACHUSETTS STATE PLANE COORDINATE SYSTEM.

5. THE CONTRACTOR SHALL VERIFY DEPTH OF UTILITY CROSSING AND AREAS THAT ARE BEING EXCAVATED.

DEMOLITION NOTES

3. PERFORM DEMOLITION IN SUCH MANNER AS TO ELIMINATE HAZARDS TO PERSONS AND PROPERTY; TO MINIMIZE NOISE; TO

MINIMIZE INTERFERENCE WITH USE OF ADJACENT AREAS, UTILITIES AND STRUCTURES OR INTERRUPTION OF USE OF SUCH UTILITIES; AND TO PROVIDE FREE PASSAGE TO AND FROM SUCH ADJACENT AREAS OF STRUCTURES.

4. PROVIDE SAFEGUARDS, INCLUDING WARNING SIGNS, BARRICADES, TEMPORARY FENCES, WARNING LIGHTS, AND OTHER SIMILAR ITEMS THAT ARE REQUIRED FOR PROTECTION OF ALL PERSONNEL DURING DEMOLITION AND REMOVAL OPERATIONS.

5. MAINTAIN FENCES, BARRICADES, LIGHTS AND OTHER SIMILAR ITEMS AROUND EXPOSED EXCAVATIONS UNTIL SUCH EXCAVATIONS

HAVE BEEN COMPLETELY FILLED.

6. PREVENT SPREAD OF FLYING PARTICLES AND DUST. SPRINKLE RUBBISH AND DEBRIS WITH WATER TO KEEP DUST TO A MINIMUM.

DO NOT USE WATER IF IT RESULTS IN HAZARDOUS OR OBJECTIONABLE CONDITION SUCH AS, BUT NOT LIMITED TO; ICE, FLOODING

OR POLLUTION.

7. BEFORE BEGINNING ANY DEMOLITION WORK, THE CONTRACTOR SHALL SURVEY THE SITE AND EXAMINE THE DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGES TO EXISTING ITEMS TO REMAIN IN PLACE, TO BE REUSED, OR TO REMAIN THE PROPERTY OF THE MEDICAL CENTER; ANY DAMAGED ITEMS SHALL BE REPAIRED OR REPLACED AS APPROVED BY THE CONTRACTING OFFICER REPRESENTATIVE (COR). THE CONTRACTOR SHALL COORDINATE THE WORK WITH ALL OTHER WORK AND SHALL CONSTRUCT AND MAINTAIN SHORING, BRACING, AND SUPPORTS AS REQUIRED. THE CONTRACTOR SHALL ENSURE THAT STRUCTURAL ELEMENTS ARE NOT OVERLOADED AND SHALL BE RESPONSIBLE FOR INCREASING STRUCTURAL SUPPORTS OR ADDING NEW SUPPORTS AS MAY BE REQUIRED AS A RESULT OF ANY CUTTING, REMOVAL, OR DEMOLITION WORK PERFORMED.

8. THE CONTRACTOR SHALL REMOVE ABANDONED UTILITY LINES THAT WOULD INTERFERE WITH INSTALLATION OF NEW UTILITY

LINES AND NEW CONSTRUCTION.

9. ALL WASTE DEBRIS, UNSUITABLE, AND EXCESS MATERIAL SHALL BE REMOVED FROM THE SITE AND LAWFULLY DISPOSED OF.

DEBRIS, INCLUDING BRICK, CONCRETE STONE, METALS AND SIMILAR MATERIALS SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF BY THE CONTRACTOR DAILY, OFF THE MEDICAL CENTER PROPERTY TO AVOID ACCUMULATION AT THE DEMOLITION SITE. MATERIALS THAT CANNOT BE REMOVED DAILY SHALL BE STORED IN AREAS SPECIFIED BY THE CONTRACTING OFFICERS REPRESENTATIVE. CONTRACTOR SHALL NOTIFY ENGINEER AND COR IMMEDIATELY IF MATERIALS UNCOVERED DURING ANY PART OF THE WORK APPEAR TO BE CONTAMINATED. ALL LOCAL, STATE AND FEDERAL

LAWS SHALL PREVAIL IN THE EVENT OF CONTAMINATED MATERIALS.

10. ALL CONCRETE DEBRIS SHALL BE REMOVED FROM THE SITE . CONTRACTOR SHALL DISPOSE OF DEBRIS IN COMPLIANCE WITH

APPLICABLE FEDERAL, STATE AND LOCAL PERMITS, RULES AND/OR REGULATIONS.

11. AS PART OF THE PROPOSED WORK, ANY DAMAGE TO THE EXISTING CURB SHALL BE CORRECTED BY THE CONTRACTOR TO THE

SATISFACTION OF THE COR.

12. ANY SIDEWALK, ON THESE PLANS, THAT IS SHOWN TO BE REMOVED OR REPLACED SHALL BE REMOVED TO THE NEAREST

EXISTING SIDEWALK JOINT.

13. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING AND MAINTAINING ALL TREES AND LIGHT POLES NOT IDENTIFIED TO BE RELOCATED OR REMOVED. ANY SUCH FEATURES DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED AT THE

CONTRACTOR'S EXPENSE.

14. ALL SIGNS TO BE DEMOLISHED MAY BE REUSED IF THE SIGN IS IN GOOD CONDITION AND MEETS THE RETROREFLECTIVITY STANDARDS PER MUTCD SECTION 2A.08. ALL SIGNS TO BE REUSED SHALL BE APPROVED BY THE COR.

15. ALL SIGNS SHALL BE OFFERED BACK TO THE VA , IF THE VA DOES NOT WANT IT THE CONTRACTOR SHALL DISPOSE OF IT.

7. ANY EXISTING UTILITY STRUCTURE, BOX OR POLE IN HORIZONTAL CONFLICT WITH ANY PAVEMENT CONSTRUCTION AND/OR

WIDENING SHALL BE RELOCATED.

8. IMMEDIATELY PRIOR TO THE END OF CONSTRUCTION OR ACCEPTANCE BY THE COR, THE CONTRACTOR SHALL INSPECT ALL CATCH BASINS AND DRAINAGE MANHOLES WITHIN AND DOWNSTREAM OF THE LIMITS OF WORK. PIPES AND STRUCTURES SHALL

BE CLEANED AND FLUSHED AS NECESSARY.

9. THE CONTRACTOR SHALL WORK WITH THE COR AND VA STAFF TO VERIFY EXISTING CONDITIONS OF ELECTRICAL SYSTEMS BEING SPLICED TO WITH PROPOSED LIGHTING. WIRE SIZES AND BREAKER SIZES SHALL BE VERIFIED PRIOR TO ANY WORK TO ENSURE ACCURACY WITH THE PLAN. THE CONTRACTOR SHALL PROVIDE LARGER WIRE SIZES WHERE NECESSARY TO SPLICE TO EXISTING

CIRCUITS.

10. PROPOSED STORMWATER PIPE LENGTHS ARE SHOWN FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.

11. SEAL BETWEEN CONCRETE STRUCTURES WITH BUTYL RUBBER SEALANT MEETING ASTM C-990-91.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING UTILITIES. EXISTING UTILITIES DETERMINED TO BE PREVIOUSLY ABANDONED SHALL BE DISCUSSED WITH THE COR IF THE UTILITY SHALL REMAIN IN PLACE OR BE REMOVED, UNLESS OTHERWISE SHOWN ON THE PLANS. ANY UTILITY UNABLE TO BE PREVIOUSLY VERIFIED, INCLUDING ANY "LOST SIGNAL" UTILITY, SHALL BE FURTHER INVESTIGATED BY THE CONTRACTOR AND DISCUSSED WITH THE COR PRIOR TO ANY UTILITY DISRUPTION

AND/OR REMOVAL.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE EXISTING LIGHT POLES DURING DEMOLITION, FOR REUSE. ANY

DAMAGE TO THE EXISTING POLES SHALL BE REPLACED AT THE CONTRACTORS EXPENSE.

EROSION CONTROL NOTES

1. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE CONSTRUCTION & EROSION AND

SEDIMENTATION POLLUTION CONTROL PLAN (ENS) PREPARED FOR THE PROJECT.

2. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH EPA CONSTRUCTION GENERAL PERMIT, WHICH INCLUDES STORM WATER DISCHARGES FROM CONSTRUCTION ACTIVITIES (SUCH AS CLEARING, GRADING, EXCAVATING, STOCKPILING, ETC.) THAT DISTURB

ONE OR MORE ACRES.

3. GENERAL CONTRACTOR SHALL REVIEW EPA'S CONSTRUCTION GENERAL PERMIT REQUIREMENTS, INITIATE THE PROCESS, SUBMIT COMPLETE FORMS (INCLUDING A SWPPP), AND PROVIDE FINAL ACCEPTED HARD AND ELECTRONIC COPIES TO THE VA HEALTHCARE ENGINEER (COR), A/E AND VA GEMS DURING THE SUBMITTAL PROCESS PRIOR TO CONSTRUCTION ACTIVITIES AND

PRIOR TO MOBILIZATION.

4. PRIOR TO STARTING ANY WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY THE COR AND SHALL INSTALL EROSION CONTROL

MEASURES AS SHOWN ON THE APPROVED PLANS.

5. THE CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES DAILY, REMOVE SEDIMENT ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT, AND DISPOSE OF SEDIMENT. SEDIMENT SHALL BE REMOVED FROM THE

SITE OR PLACED ON THE SITE AS DIRECTED BY THE COR.

6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT.

7. THE CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A MINIMUM TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED TO PREVENT EROSION.

8. THE CONTRACTOR SHALL INSTALL PROTECTIVE MEASURES TO PREVENT DEBRIS AND/OR SEDIMENT FROM ENTERING DRAINAGE CATCH BASINS AND PIPES. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OR PERMANENT GROUND COVER, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND REMOVE ANY DEBRIS AND/OR SEDIMENT

FROM ALL DRAINAGE INFRASTRUCTURE.

9. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTROL DUST AND TAKE ALL NECESSARY MEASURES TO ENSURE ALL ROADS ARE MAINTAINED IN A DUST FREE CONDITION AT ALL TIMES THROUGHOUT THE DURATION OF THE PROJECT. REPETITIVE

TREATMENTS SHOULD BE APPLIED AS NECESSARY.

10. PERMANENT VEGETATIVE COVER SHALL BE INSTALLED TO ALL DISTURBED AREAS THAT HAVE REACHED FINISHED GRADE AS SOON AS POSSIBLE, BUT NOT MORE THAN FOURTEEN (14) DAYS AFTER THE CONSTRUCTION ACTIVITY IN ANY GIVEN AREA HAS PERMANENTLY CEASED. THE RECOMMENDED PERMANENT SEEDING DATES ARE APRIL 1 TO JUNE 15 AND AUGUST 15 TO OCTOBER 1.

11. TEMPORARY VEGETATIVE COVER SHALL BE APPLIED TO ANY DISTURBED AREAS (INCLUDING SOIL STOCKPILE AREAS) THAT HAVE NOT YET REACHED FINISHED GRADE AS SOON AS POSSIBLE, BUT NOT MORE THAN FOURTEEN (14) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT AREA HAS TEMPORARILY CEASED, UNLESS THE ACTIVITY IS TO RESUME WITHIN TWENTY-ONE

(21) DAYS. THE RECOMMENDED TEMPORARY SEEDING DATES ARE MARCH 1 TO JUNE 15 AND AUGUST 15 TO OCTOBER 1.

12. AREAS WHICH HAVE BEEN TEMPORARILY OR PERMANENTLY SEEDED SHOULD BE MULCHED IMMEDIATELY FOLLOWING SEEDING IN ADDITION TO AREAS WHICH CANNOT BE SEEDED WITHIN THE RECOMMENDED SEEDING DATES AND ANY SOIL STOCKPILE AREAS.

TEMPORARY MULCHING SHOULD BE PERFORMED AS SOON AS POSSIBLE, BUT NOT MORE THAN FOURTEEN (14) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT AREA HAS TEMPORARILY CEASED UNLESS THE ACTIVITY IS TO RESUME WITHIN TWENTY-ONE

(21) DAYS. STRAW OR HAY MULCH, WOOD FIBER MULCH, AND HYDROMULCH ARE RECOMMENDED. THE MATERIALS USED IN MULCHING SHALL CONFORM TO THE REQUIREMENTS LISTED IN THE MASSACHUSETTS STATE STANDARDS AND SPECIFICATIONS

FOR EROSION AND SEDIMENTATION CONTROL.

13. ALL MULCHES MUST BE INSPECTED PERIODICALLY, IN PARTICULAR AFTER RAIN EVENTS, TO CHECK FOR EROSION. WHERE EROSION IS OBSERVED, ADDITIONAL MULCH MUST BE APPLIED. IF NETTING IS USED, THE NET SHOULD BE INSPECTED AFTER RAIN EVENTS FOR DISLOCATION OR FAILURE. IF WASHOUTS OR BREAKAGE OCCUR, THE NET MUST BE REINSTALLED AS NECESSARY AFTER REPAIRING DAMAGE TO SLOPE. INSPECTIONS SHOULD TAKE PLACE UNTIL VEGETATIVE COVER IS FIRMLY ESTABLISHED.

VEGETATION IS CONSIDERED TO BE FIRMLY ESTABLISHED AT A MINIMUM HEIGHT OF THREE (3) INCHES. ANY EXISTING OR PROPOSED CATCH BASINS THAT MAY BE SUBJECT TO SEDIMENTATION PROCESSES SHALL HAVE INLET PROTECTION INSTALLED TO PREVENT SEDIMENT FROM ENTERING THE PROPOSED STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED SITE. THE PROPER INLET PROTECTION DEVICES SHALL BE INSTALLED WHERE STORMWATER CATCH BASINS ARE TO BE MADE OPERATIONAL BEFORE PERMANENT STABILIZATION OF ANY DISTURBED DRAINAGE AREA.

14. THE CONTRACTOR SHALL RESTORE DISTURBED AREAS AS CLOSELY AS POSSIBLE. AREAS DAMAGED DURING CONSTRUCTION SHALL BE RESODDED, RESEEDED, OR OTHERWISE RESTORED TO THEIR ORIGINAL STATE. TREES AND OTHER EXISTING

VEGETATION SHALL BE RETAINED WHEREVER FEASIBLE.

15. THE CONTRACTOR SHALL PREVENT DUST, SEDIMENT AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPONSIBLE FOR

CLEANUP, REPAIRS AND CORRECTIVE ACTION IF NECESSARY.

16. ALL EXISTING AND PROPOSED CATCH BASINS SHALL RECEIVE INLET PROTECTION. AN APPROPRIATE INLET PROTECTION OPTION

SHALL BE SELECTED BASED ON LOCATION AND TRIBUTARY AREA.

17. PERIMETER CONTROL SHALL BE INSTALLED DOWNSLOPE OF ALL DISTURBANCE. AN APPROPRIATE OPTION FOR PERIMETER CONTROL SHALL BE SELECTED BASED ON LOCATION AND UPSLOPE DISTURBANCE. COMPOST FILTER SOCK AND SILT FENCE ARE

VIABLE OPTIONS FOR PERIMETER CONTROL.

18. ALL DISTURBED SLOPES OF 3:1 OR STEEPER SHALL RECEIVE EROSION CONTROL MATTING AND BE IMMEDIATELY STABILIZED

19. ALL EXISTING AND PROPOSED CATCH BASINS SHALL BE CLEANED OUT BY THE CONTRACTOR AT THE END OF CONSTRUCTION.

20. EROSION CONTROL FEATURES HAVE BEEN INCORPORATED IN TO THE PHASING PLANS.

21. CONTRACTOR TO PROVIDE 7 FOOT HIGH CHAINLINK FENCE WITH ATTACHED DUST CONTROL MESH FABRIC AROUND

CONSTRUCTION AREAS.

ELECTRICAL NOTES

1. THE CONTRACTOR SHALL PROVIDE LABOR, MATERIALS, TOOLS AND OTHER EQUIPMENT REQUIRED FOR THE WORK SHOWN AND

SPECIFIED. THE CONTRACTOR SHALL FURNISH AND INSTALL ITEMS NECESSARY FOR A COMPLETE ELECTRICAL SYSTEM.

MATERIALS SHALL BE NEW AND SHALL BEAR THE REGISTERED UL MARK. WORK SHALL CONFORM WITH THE NATIONAL FIRE PROTECTION ASSOCIATION STANDARD 70 (NEC), THE NATIONAL ELECTRICAL CODE (NEC), AND APPLICABLE FEDERAL, STATE AND LOCAL CODES. CONTRACTOR SHALL SECURE PERMITS AND PAY THE FEES REQUIRED TO CARRY OUT WORK. THE CONTRACTOR

SHALL FURNISH COPIES OF CERTIFICATES AND PERMITS TO THE ENGINEER.

2. THE DRAWINGS AND SPECIFICATIONS INDICATE THE INTENT OF THE DESIGN AND SHALL BE CONSIDERED AS DIAGRAMMATIC ONLY. EXACT LOCATIONS OF ELECTRICAL DEVICES SHALL BE DETERMINED AT THE SITE. PRIOR TO STARTING WORK, DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR AT THE SITE. FINAL WORK SHALL BE DOCUMENTED ON

AS BUILT RECORD DRAWINGS.

3. LOCATIONS OF UNDERGROUND ELECTRIC ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING LOCATIONS PRIOR TO ANY REMOVAL AND/OR RELOCATION. ANY DISRUPTION TO AN EXISTING ELECTRICAL CIRCUIT SHALL BE APPROVED BY THE COR PRIOR TO DISRUPTION. ANY DISCREPANCY ON THE PLAN REGARDING SUBSURFACE UTILITIES SHALL BE REPORTED TO THE COR. IT IS POSSIBLE THAT A SINGLE ELECTRIC LINE , AS SHOWN ON THE PLANS, COULD REPRESENT MULTIPLE LINES, ALSO, THESE LINES MAY BE ACTIVE OR ABANDONED. THE CONTRACTOR SHALL VERIFY PRIOR TO REMOVAL AND/OR RELOCATION. CONTRACTOR IS RESPONSIBLE FOR ADJUSTMENTS AS NECESSARY TO MATCH FIELD CONDITIONS.

4. CONTRACTOR SHALL REMOVE ALL ABANDONED LINES. PRIOR TO REMOVAL THE CONTRACTOR SHALL COORDINATE WITH COR

AND VERIFY THEIR LOCATION.

5. THE MINIMUM 90-DEGREE BEND RADIUS FOR CONDUIT IS 6 TIMES THE INTERNAL DIAMETER OF THE CONDUIT. CONDUITS ENTERING A VAULT MUST ENTER THE BODY OF THE VAULT. CONDUITS MUST NEVER ENTER THE TRAFFIC RING.CONDUITS MUST

MAINTAIN A 12 INCH SEPARATION FROM OTHER CONDUITS (ELECTRIC, GAS, ETC.)

6. PROVIDE PULL CORDS IN ALL CONDUIT. WHEN PULLING CABLE IN CONDUIT PROVIDE A PULL CORD WITH THE CABLE SO

ADDITIONAL CABLE CAN BE INSTALLED LATER IF NEEDED.

7. PIPING, CONDUITS AND EQUIPMENT OF ALL TRADES SHALL BE PROPERLY COORDINATED AND SET TO MAINTAIN THE CLEARANCES

REQUIRED BY APPLICABLE FEDERAL, STATE AND LOCAL CODES.

8. ALL BRANCH CIRCUITS (LIGHTING AND POWER) SHALL HAVE A DEDICATED NEUTRAL CONDUCTOR. COMMON NEUTRALS WILL NOT

BE ALLOWED.

GENERAL NOTES

1. THESE PLANS ARE FOR THE REMOVAL AND REPLACEMENT OF FAILED GASOLINE AND DIESEL FUEL PUMP STATION/SYSTEMS AT

BROCKTON VAMC. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH THE VAMC.

2. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS PREPARED FOR THE REMOVAL AND REPLACEMENT OF FAILED GASOLINE AND DIESEL FUEL PUMP STATION/SYSTEMS AT BROCKTON VAMC, PREPARED BY ACELA ARCHITECTS + ENGINEERS, P.C.

3. THE CONTRACTOR SHALL NOTIFY "DIG-SAFE" (1-800-962-7962) AT LEAST 72 HOURS PRIOR TO EXCAVATION. A GROUND PENETRATING RADAR SURVEY SHALL BE PERFORMED AND RESULTS SUBMITTED TO VA SAFETY ALONG WITH EXCAVATION

PERMIT ONE WEEK PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS, STATE AND LOCAL REQUIREMENTS AND VA CONSTRUCTION SAFETY STANDARDS.

CONTRACTOR SHALL REFER TO THE VA TIL FOR CURRENT VERSION OF SAFETY STANDARDS.THE CONTRACTOR SHALL FURNISH & INSTALL TEMPORARY CONSTRUCTION FENCING AROUND THE ENTIRE WORK AREA. THE CONTRACTOR SHALL NOT BEGIN WORK UNTIL THE SITE SAFETY PLAN HAS BEEN APPROVED BY THE VA . THE PROJECT SITE MUST BE SECURE AT ALL TIMES. IF FENCE/GATE IS LEFT OPEN, IT MUST BE GUARDED AT ALL TIMES TO KEEP PATIENTS / NON-CONSTRUCTION PERSONNEL OUT OF

CONSTRUCTION AREA.

5. UPON AWARD OF CONTRACT, THE CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS, APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED WITHIN THE CONSTRUCTION PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT COMMENCE CONSTRUCTION NOR CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS AND/OR FIRE HYDRANTS WITHOUT APPROPRIATE PERMITS AND/OR PERMISSIONS.

6. TRAFFIC SIGNAGE (TEMPORARY AND PERMANENT) SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(MUTCD) FOR ALL LOCAL RIGHTS OF WAY AND BE IN ACCORDANCE WITH TRAFFIC MANAGEMENT PLANS. THE TRAFFIC MANAGEMENT PLANS SHALL BE PART OF THE SITE SAFETY PLANS AND SHALL BE APPROVED BY THE VA'S SAFETY OFFICER.

7. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK THAT BECOME DISTURBED BY THE CONTRACTORS OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO ITS ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

8. VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL RECEIVE A MINIMUM OF SIX (6) INCHES OF TOPSOIL. THESE AREAS SHALL BE IMMEDIATELY SEEDED AND STABILIZED TO MATCH OR EXCEED ORIGINAL CONDITION.

9. DAMAGE TO SURFACE FEATURES, SUBSURFACE FEATURES AND SUBSURFACE INFRASTRUCTURE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

10. THE CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF-SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO GOVERMENT.

11. THE CONTRACTOR IS REQUIRED TO BACKFILL TRENCHES OR SECURE WITH METAL PLATES DAILY. NO OPEN TRENCHES SHALL BE

LEFT UNATTENDED OR OUTSIDE OF THE PROTECTED WORK AREA.

12. THE CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF-SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO GOVERNMENT.

13. THE CONTRACTOR SHALL PREPARE AND SUBMIT A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT DETAILING STORMWATER EROSION CONTROL FOR ALL

CONSTRUCTION ACTIVITIES.

14. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK.

15. THE ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE ON PROCEDURE, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. METHODS AND MATERIALS USED IN THE CONSTRUCTION OF IMPROVEMENTS FOR THIS PROJECT SHALL CONFORM TO THE CONSTRUCTION DOCUMENTS AND CURRENT CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION.

16. MATERIALS WHICH COULD BE A POTENTIAL SOURCE OF STORMWATER POLLUTION, SUCH AS GASOLINE, DIESEL FUEL, HYDRAULIC OIL, ETC., SHALL BE STORED AT THE END OF EACH DAY IN A STORAGE TRAILER OR COVERED LOCATION, OR TAKEN OFF-SITE AND PROPERLY DISPOSED. ALL TYPES OF WASTE GENERATED AT THIS SITE SHALL BE DISPOSED OF IN A MANNER CONSISTENT WITH APPLICABLE REGULATIONS. ALL PARKING AND STORAGE SHALL BE WITHIN THE CONSTRUCTION WORK LIMITS. OUTSIDE OF CONSTRUCTION WORK LIMITS, THE CONTRACTOR MAY ONLY PARK IN THE CONTRACTOR'S PARKING LOT EAST OF PILGRIM AVE.

17. THE CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. ALL WATER, GAS, SEWER, ELECTRIC AND OTHER UTILITIES SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. , THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REVIEWING, COMPLETING, SUBMITTING AND UTILIZING THE VA BOSTON HEALTHCARE SYSTEM'S EXCAVATION AND TRENCHING PERMIT. THE GENERAL CONTRACTOR MUST COMPLETE THE ENTIRE FORM PRIOR TO ANY TRENCHING, EXCAVATION, DIGGING OR DRILLING AND SHALL BE MAINTAINED ONSITE. THE PERMIT IS REQUIRED TO BE COMPLETED AND SUBMITTED TO THE VA HEALTHCARE ENGINEER (COR) FOR INTERNAL REVIEW AND SIGNATURE AT A MINIMUM 14 BUSINESS DAYS PRIOR TO SCHEDULED WORK. THE GENERAL CONTRACTOR MUST ATTACH A DETAILED SKETCH /DRAWING SHOWING LOCATION, DIMENSIONS OF WORK TO BE COMPLETED, GRADING PLANS FOR CUT-AND-FILL WORK, ADJACENT BUILDINGS, ROADS, PARKING LOTS, UTILITIES, UNDERGROUND UTILITIES TO THE PERMIT. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL THE REQUIREMENTS LISTED AND IDENTIFIED ON THE PERMIT, IN ADDITION TO

ALL THE REQUIREMENTS PER CODE AND OSHA FOR EXCAVATION AND TRENCHING ACTIVITIES.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING, WITH MATCHING MATERIALS, ANY PAVEMENT, WALKS, CURBS, ETC.

THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION TO THE SATISFACTION OF THE COR.

19. AN APPROVED SET OF PLANS, SPECIFICATIONS AND ALL APPLICABLE PERMITS MUST BE AVAILABLE AT THE CONSTRUCTION SITE.

20. THE CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM "THE SOLE

NEGLIGENCE OF THE OWNER OR THE ENGINEER.

21. BEFORE CONSTRUCTION OPERATIONS BEGIN, THE CONTRACTOR SHALL PROVIDE A CHAIN LINK CONSTRUCTION FENCE, 2.1M (SEVEN FEET) MINIMUM HEIGHT, AROUND THE ENTIRETY OF THE CONSTRUCTION AREA, INCLUDING LAY-DOWN AREAS, DUMPSTER LOCATIONS, TRAILER LOCATION, CONEX TRAILER LOCATIONS/ETC. THE FENCE LOCATION SHALL BE REQUESTED BY THE GENERAL CONTRACTOR AND ACCEPTED BY THE VA HEALTHCARE ENGINEER (COR) AND CONTRACTING OFFICER PRIOR TO CONSTRUCTION COMMENCEMENT OR MOBILIZATION. PROVIDE GATES AS REQUIRED FOR ACCESS WITH NECESSARY HARDWARE, INCLUDING HASPS AND PADLOCKS. PROVIDE THREE (3) KEYS TO THE (COR). IN ADDITION, THE VA WILL PROVIDE THE CONTRACTOR WITH AN EXTRA PADLOCK AND A SET OF KEYS. BOTH PARTIES WILL HAVE LOCKS ON THE GATE AND HAVE ACCESS TO BOTH SETS OF KEYS.

BOTH LOCKS SHOULD REMAIN ON THE GATE. THE CONTRACTOR IS RESPONSIBLE TO RETURN THE VA PROVIDED PADLOCK AND KEYS AT THE END OF THE CONSTRUCTION PROJECT. ANY LOSS OF KEYS OR PADLOCK WILL REQUIRE REINBURSEMENT OF $25 OR $50 RESPECTIVELY. FASTEN FENCE FABRIC TO TERMINAL POSTS WITH TENSION BANDS AND TO LINE POSTS AND TOP AND BOTTOM RAILS WITH TIE WIRES SPACED AT MAXIMUM 375MM (15 INCHES). PORTABLE FENCE FEET SHALL UTILIZE CONCRETE FILLED PLASTIC (HDPE + UV STABILIZED) MOLD BOTTOMS IN SAFETY ORANGE COLOR, AND MADE OF NOT-FADE, SUN/WEATHER RESISTANT MATERIAL); SANDBAGS OR PLAIN CONCRETE BLOCKS ARE NOT ACCEPTABLE. BOTTOM OF FENCES SHALL EXTEND TO NO GREATER THAN 25MM (ONE INCH) ABOVE GRADE. CONSTRUCTION FENCE SHALL BE ENTIRELY WRAPPED (FULL FENCE HEIGHT AND LENGTH) WITH HEAVY-DUTY KNITTED HDPE CONSTRUCTION COUPLED HIGH GRADE PRIVACY FENCE SCREEN. SCREEN SHALL BE MOLD AND MILDEW RESISTANT. PRIVACY SCREEN MATERIAL SHALL CONFORM TO ASTM D-5041. PRIVACY SCREEN SHALL BE ENFORCED WITH 12 GAUGE GALVANIZED STEEL, HOG RING C SHAPED FASTENERS THAT ARE CRIMPED INTO THE GROMMET HOLES FOR A SECURE AND STRONG ATTACHMENT. CONTRACTOR SHALL ENSURE ADEQUATE QUANTITY OF ACCEPTABLE CONCRETE FILLED PLASTIC MOLD BOTTOMS ARE UTILIZED TO SECURE THE FENCING FROM BLOWING-OVER WITH THE PRIVACY SCREEN BEING USED. REMOVE THE FENCE WHEN DIRECTED BY VA HEALTHCARE ENGINEER (COR) & CONTRACTING OFFICER.

22. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS ISSUED BY ACELA ARCHITECTS + ENGINEERS P.C. ANY DEVIATIONS FROM THESE DOCUMENTS SHALL REQUIRE NOTIFICATION TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF/OR CONSTRUCTION OF ANY CHANGE. WITHOUT NOTIFICATION TO THE ENGINEER, THE CONTRACTOR WILL BE WORKING AT HIS/HER OWN RISK. ANY WORK INSTALLED IN CONFLICT WITH THE CONTRACT DRAWINGS, CODE REQUIREMENTS OR MANUFACTURER REQUIREMENTS WITHOUT THE PRIOR APPROVAL OF THE COR AND THE ENGINEER

SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE.

23. ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE COR AT LEAST 72 HOURS PRIOR TO THE START OF THE CONSTRUCTION ACTIVITY UNLESS OTHERWISE NOTED WHERE FURTHER ADVANCE NOTICE IS REQUIRED.

24. THE CONTRACTOR SHALL MAINTAIN UPDATED RECORD DOCUMENTS OF CONSTRUCTION CHANGES ("AS-BUILT DRAWINGS") AND SHALL PROVIDE SAID DOCUMENTATION TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION IN BOTH DIGITAL AND HARD COPY FORMATS. AS BUILT DRAWINGS SHALL BE UPDATED AS CONSTRUCTION PROGRESSES. RECORD DOCUMENTS SHALL ARTICULATE WHERE ACTUAL INSTALLATION OF WORK, PRODUCTS AND/OR SYSTEMS VARY FROM THE DESIGN INTENT EXPRESSED/SPECIFIED IN THE CONTRACTOR DOCUMENTS. **NO EXCEPTION ALLOWED**. THE UPDATED ON-SITE DRAWINGS SHALL BE MADE AVAILABLE TO THE COR AND/OR DESIGN ENGINEER UPON REASONABLE REQUEST.

25. THE EXISTING SEED SUPPLIER IS FUTURE SUPPLY CORP, NEW LONDONDERRY. THE GENERAL CONTRACTOR SHALL BEAR THE COST TO FURNISH & HYDROSEED PROPRIETARY SEED BLEND FROM FUTURE SUPPLY CORP OR SIMILAR. SEED SHALL BE AT A MINIMUM, 32% RYE, 32% KENTUCKY BLUE GRASS AND 32% CREEPING FESCUE. SEED SHALL HAVE LESS THAN 0.05% WEED SEED

AND LESS THAN 2% INERT MATTER.

EXISTING CONDITIONS NOTES

1. THE EXISTING FEATURES PLAN INFORMATION SHOWN IN THIS PLAN SET IS BASED ON THE FIELD SURVEY THAT WAS PERFORMED

BY J.K. HOLMGREN ENGINEERING IN MARCH - MAY 2022. THE PROPOSED INFORMATION IS AS ACCURATE AS THE PREPARED

SURVEY. NO BOUNDARY SURVEY WAS PERFORMED.

2. IT IS ASSUMED ONLY THOSE ITEMS VISIBLE ON THE GROUND AT THE TIME OF SURVEY WERE LOCATED AND SHOWN ON THIS PLAN.

ACELA ENGINEERING CONTRACTED A SUBSURFACE UTILITY COMPANY TO LOCATE UNDERGROUND UTILITIES. THE UTILITIES SHOWN HEREON ARE A RESULT OF SURFACE AND SUBSURFACE INVESTIGATION. CONTRACTORS AND OTHER USERS OF THIS PLAN ARE RESPONSIBLE FOR VERIFICATION AND LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION WORK AT LOCATIONS SHOWN HEREON. THE VA AND ACELA ARCHITECTS + ENGINEERS, P.C. ASSUMES NO LIABILITY TO DAMAGE TO ANY EXISTING UTILITY DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ANY DAMAGE THAT MAY OCCUR DURING

CONSTRUCTION.

9. RECEPTACLES, SWITCHES, LIGHTING FIXTURES, SMOKE DETECTORS, ETC. INDICATE QUANTITY. EXACT LOCATIONS OF DEVICES

SHALL BE DETERMINED IN THE FIELD AND COORDINATE WITH CIVIL DRAWINGS.

10. OUTDOOR ELECTRICAL EQUIPMENT SHALL BE NEMA 3R TYPE, UNLESS OTHERWISE NOTED.

11. FOR EXACT LOCATION OF MECHANICAL EQUIPMENT (AC UNITS, FANS, PUMPS, ETC.) REFER TO RESPECTIVE TRADES DRAWINGS.

FOR ELECTRICAL INFORMATION, REFER TO MEP COORDINATION SCHEDULE.

12. CURRENT CARRYING MATERIAL USED SHALL BE COPPER, INCLUDING PANELBOARD BUS MATERIALS AND TRANSFORMER

WINDINGS.

13. FURNISH GROUNDING/BONDING BUSHINGS ONTO ALL CONDUIT ENTERING/LEAVING BOXES.

14. ALL GROUND CONDUCTORS SHALL BE GREEN, ISOLATED GROUND CONDUCTORS SHALL BE GREEN/YELLOW STRIPPED, AND

NEUTRAL CONDUCTORS SHALL BE WHITE.

15. CONNECTION TO PANEL 'LP1', IN THE BOILER PLANT, SHALL BE MADE FOLLOWING THE LOCKOUT/TAGOUT PROCEDURES OUTLINED IN OSHA 29 CFR 1910.147. THE BRIEF SHUTDOWN REQUIRED TO MAKE THE CONNECTION SHALL OCCUR DURING OFF HOURS AND

BE COORDINATED WITH THE COR PRIOR TO THE WORK COMMENCING.

TRAFFIC MANAGEMENT NOTES

1. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE MOVING LANE ALONG ROADWAYS AT ALL TIMES, EXCEPT WHERE STATED

ON THE PHASING PLAN, OR IF GIVEN PERMISSION BY THE VAMC AND CONTRACTING OFFICERS REPRESENTATIVE.

2. THE CONTRACTOR SHOULD INCLUDE BUT NOT BE LIMITED TO ALSO REQUIRING WORK ZONE PAVEMENT MARKINGS, CHANNELIZATION DEVICES, SIGNAGE APPROPRIATE FOR THE VARIOUS PHASES, DETOUR ROUTES, TEMPORARY SIGNALS, DYNAMIC MESSAGE SIGNS, SIGNS WITH FLASHING LIGHTS, FLAGMEN PERSONNEL.

3. PEDESTRIAN ACCESS SHALL BE MAINTAINED AND MANAGED DURING SIDEWALK AND CROSSWALK CLOSURES.

4. ACCESS TO ALL ROADWAYS, DRIVEWAYS AND LOADING RAMPS SHALL BE MAINTAINED AT ALL TIMES.

5. THE CONTRACTOR SHALL COORDINATE ANY ROADWAY, PARKING LOT, DRIVEWAY AND/OR SIDEWALK CLOSURES WITH THE VAMC

PRIOR TO PERFORMING WORK.

6. ANY SIGNAGE TO BE REMOVED DUE TO CONSTRUCTION SHALL PLACED IN A TEMPORARY CONDITION AT THE SAME LOCATION IF WARRANTED OR AT RELOCATED LOCATION. DO NOT REMOVE TEMPORARY SIGNAGE UNTIL A REPLACEMENT IS AVAILABLE AND

INSTALLED.

7. GENERAL CONTRACTOR TO SUBMIT A PARTIAL ROAD CLOSURE FORM AT A MINIMUM THREE (3) WEEKS IN ADVANCE TO VA HEALTHCARE ENGINEER (COR) FOR REVIEW, ACCEPTANCE, AND CAMPUS NOTIFICATION. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL NOT BE PERMITTED TO FULLY CLOSE A ROAD; ONLY PARTIAL ROAD CLOSURES ARE PERMITTED. THE WRITTEN REQUEST SHALL INCLUDE, BUT NOT BE LIMITED TO, PROJECT #, DATE OF REQUEST, NAME OF GENERAL CONTRACTOR, NAME(S) OF SUB-CONTRACTOR(S), DATE(S) OF REQUESTED PARTIAL ROAD CLOSURE, TIME(S) OF REQUESTED ROAD CLOSURE, LOCATION DESCRIPTION, INCLUDE A MARKED-UP GOOGLE EARTH IMAGE OF THE LOCATION, (SHOWING CONSTRUCTION ACTIVITY LIMITS, NORMAL TRAFFIC FLOW ROUTES, NEW PROPOSED TRAFFIC FLOW REROUTES, PROTECTION, BARRIERS, CONES, FLAGMEN POSITIONS, TRAFFIC SIGNAGE, ETC.), DESCRIPTION OF WORK TO BE COMPLETED. PROTECTION REQUIRED, BUT NOT LIMITED TO, SOLID BARRICADE WITH FLASHING LIGHTS, WARNING CONES/SIGNS AND CONSTRUCTION BARRIERS, CONSTRUCTION FENCING, FLAGMEN TO DIRECT VEHICULAR AND PEDESTRIAN TRAFFIC, TRAFFIC SIGNAGE, ETC. COVER PARTIAL ROAD WORK WITH STEEL PLATES TO PERMIT TRAFFIC FLOW PRIOR TO PERFORMING WORK ON OTHER SIDE OF ROADWAY; SEAL STEEL PLATE TO ROADWAY. ONE LANE SHALL ALWAYS BE ALWAYS OPEN AND PASSABLE. VA POLICE DO NOT PERFORM FLAGMEN DUTIES ON SITE, THE GENERAL CONTRACTOR SHALL INCLUDE FLAGMEN WHOSE SOLE RESPONSIBILITY IS FLAGMEN DUTIES DURING SITE WORK WHEN NECESSARY. ROAD CLOSURE REQUESTS PREVIOUSLY ACCEPTED BY ENGINEERING MAY BE CANCELED OR POSTPONED, (UP TO 24 HOURS PRIOR TO WORK BEING COMPLETED) BY THE VA HEALTHCARE ENGINEER (COR) OR THE VAMC DIRECTOR IF REQUIRED FOR VA MEDICAL CENTER OPERATIONS, EVENTS, ETC. AT NO DELAY, COST OR TIME IMPACT TO THE GOVERNMENT.

8. GENERAL CONTRACTOR SHALL SUBMIT A DETAILED PHASING NARRATIVE, TRAFFIC CONTROL PLAN (TCP) WITH MARKED-UP SITE PLANS AND GOOGLE EARTH IMAGES, PARTIAL ROAD CLOSURE PERMIT, AND PROPOSED SPECIFIC PHASING SCHEDULE SHOWING HOW EACH PHASE WILL BE ACCOMPLISHED. TCP SHALL BE A COMPREHENSIVE METHOD OF HOW TRAFFIC IS PROPOSED TO BE HANDLED DURING THE DURATION OF EACH PHASE. THE TCP SHALL INCLUDE, BUT NOT BE LIMITED TO CONSTRUCTION SECTIONS, WORK ZONE PAVEMENT MARKINGS, CHANNELIZATION DEVICES, SIGNAGE APPROPRIATE FOR THE VARIOUS PHASES, DETOUR ROUTES, TEMPORARY SIGNALS, DYNAMIC MESSAGE SIGNS, ETC.) DETAILED PHASING PLAN SHALL INCLUDE ALL FIELDS REQUIRED FROM THE PARTIAL ROAD CLOSURE AT A MINIMUM, AS WELL AS A DETAILED SEQUENCE OF WORK NARRATIVE, ETC. PHASING SHALL BE ACCOMPLISHED TO MINIMIZE DISRUPTIONS TO THE VA MEDICAL CENTER OPERATIONS, INCLUDING BUT NOT LIMITED TO POLICE PATROLS, BOILER PLANT OPERATIONS, LAUNDRY OPERATIONS, GROUNDS OPERATIONS AND PATIENT, STAFF AND VISITOR TRAFFIC, ENSURE SAFETY OF THE TRAVELING PUBLIC AND CONSTRUCTION PERSONNEL, ENSURE ENVIRONMENTAL PROTECTION, ENSURE PATIENT SAFETY, AND CONSTRUCT THE PROPOSED PHASING IN THE MOST EFFECTIVE MANNER POSSIBLE.

THE GENERAL CONTRACTOR, ONCE PHASING REQUEST HAS BEEN ACCEPTED BY THE VA, SHALL COORDINATE WITH THE BROCKTON FIRE DEPARTMENT AND OTHER EMERGENCY FORCES THAT SERVE THE VA MEDICAL CENTER (I.E. BREWSTER AMBULANCE SERVICE, ETC.) AND PROVIDE WRITTEN CONFIRMATION OF COORDINATION WITH WHOM WAS CONTACTED, NAME OF COMPANY/DEPARTMENT/SERVICE, CONTACT INFORMATION (ADDRESS, EMAIL, PHONE, ETC.), DATE CONTACTED, MEETING MINUTES OF CONVERSATION, ETC. TO ENSURE ALL PARTIES HAVE BEEN MADE AWARE OF DETOURS, PARTIAL ROAD CLOSURES, ETC.

LAYOUT AND MATERIALS NOTES

1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY EXISTING PAVEMENT, WALKWAY AND BUILDING

ELEVATIONS AT INTERFACE WITH PROPOSED PAVEMENTS, AS WELL AS EXISTING GROUND ELEVATIONS ADJACENT TO MANHOLES AND DRAINAGE STRUCTURES TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES.

2. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURER'S LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR

LAYOUT OF THE PROJECT FEATURES.

3. THE CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL FIELD VERIFY LOCATION OF PROJECT FEATURES.

4. ALL EXPOSED STEEL ASSOCIATED WITH THE FUEL STATION CANOPY (COLUMNS, BEAMS, PURLINS, ETC.) SHALL BE PAINTED IN

ACCORDINANCE WITH SPECIFICATION SECTION 09 91 00 (PAINTING).

5. PROPRIETARY PRODUCTS OR ASSEMBLIES UTILIZED AS "BASIS OF DESIGN":

a. ON OCCASION, THE DRAWINGS MAY REFER TO A SINGLE PROPRIETARY PRODUCT OR ASSEMBLY. WHEN THIS OCCURS, THE

PRODUCT OR ASSEMBLY ILLUSTRATED BY THE DRAWINGS IS THE "BASIS OF DESIGN" PRODUCT OR ASSEMBLY.

b. THE DIMENSIONS, MOUNTING HEIGHTS, CLEARANCES, AND ACCESS REQUIREMENTS OF SPECIFIED PRODUCTS AND ASSEMBLIES

OTHER THAN THE "BASIS OF DESIGN" MAY VARY FROM THAT SHOWN BY THE DRAWINGS.

c. THE CONTRACTOR MAY UTILIZE ANY OTHER SPECIFIED PRODUCT OR ASSEMBLY IN LIEU OF THE "BASIS OF DESIGN" PRODUCT OR

ASSEMBLY, AS APPROVED BY THE COR. HOWEVER, THE CONTRACTOR IS RESPONSIBLE (AT NO ADDITIONAL EXPENSE TO THE OWNER) FOR ALL COORDINATION AND REVISIONS TO DIMENSIONS AND/OR DETAILS NECESSARY TO ACHIEVE THE SAME FUNCTIONAL AND AESTHETIC DESIGN INTENT AS ILLUSTRATED BY THE "BASIS OF DESIGN" SHOWN BY THE CONTRACT

DOCUMENTS.

d. THE STORMWATER CONTROL ASSEMBLY EQUIPMENT AND PROGRAMMING NOTED AS BEING PROCURED BY OPTI ARE NOT SUBJECT TO ALTERNATIVES OR EQUIVALENCY. THE OPTI SYSTEM SHOWN IS PROPRIETARY AND MUST BE USED ON THIS PROJECT.

GENERAL PHASING NOTES

1. THE CONTRACTOR SHALL BE AWARE THAT THE CAMPUS IS A FUNCTIONING HOSPITAL AND SHALL WORK WITH THE VA AND COR

THROUGHOUT CONSTRUCTION TO ENSURE THAT THE CAMPUS IS ABLE TO FUNCTION AS INTENDED. THE CONTRACTOR MUST NOTIFY THE COR BEFORE CLOSURE OF ANY PARKING LOTS, ROADS, DRIVEWAYS AND SIDEWALKS. FULL CLOSURES OF ROADWAYS AND PARKING LOTS WILL NOT BE PERMITTED, UNLESS OTHERWISE APPROVED BY THE COR.

2. CONTRACTOR STAGING FOR ALL PHASES SHALL BE LOCATED WITHIN EACH PHASE, OR AS DIRECTED BY THE COR. THE LOCATION IS SHOWN ON EROSION AND SEDIMENTATION CONTROL PLANS, HOWEVER THE EXACT LOCATION AND EXTENT SHALL BE

COORDINATED WITH THE COR PRIOR TO CONSTRUCTION.

3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TRAFFIC CONTROL STRUCTURES AND PERSONNEL REQUIRED FOR LANE OR SIDEWALK CLOSURES. LOCATION OF SUCH TRAFFIC CONTROL DEVICES SHALL BE COORDINATED WITH THE COR BEFORE

CLOSURE. OVERNIGHT CLOSURES REQUIRE SIGNS WITH FLASHING LIGHTS.

4. SUB PHASES WITHIN EACH PHASE SHALL BE APPROVED BY THE COR PRIOR TO CONSTRUCTION.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TYING THE ENDS OF EACH PHASE BACK TO EXISTING CONDITIONS TO ENSURE A SAFE TRANSITION BETWEEN PHASES. BEFORE COMPLETION OF EACH PHASE THE CONTRACTOR SHALL OBTAIN APPROVAL FROM

THE COR AND COMPLETE ANY REQUIRED TRANSITION WORK.

6. THE CONTRACTOR SHALL PROVIDE THE COR WITH A SITE SAFETY PLAN PRIOR TO CONSTRUCTION.

7. CONSTRUCTION FENCING SHALL BE INSTALLED BEFORE THE START OF EACH PHASE.

8. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL WORK IN EACH PHASE IN A MANNER TO ALLOW FOR THE FULL FUNCTIONALITY OF THE REMAINING ROADS, PARKING AND SIDEWALK AREAS. ALL WORK SHALL BE PERFORMED IN A SAFE

MANNER AND PROVIDE SAFE TIE-INS TO EXISTING FEATURES.

BROCKTON CONSERVATION COMMISSION NOTES

1. THE BROCKTON CONSERVATION COMMISSION ORDER OF CONDITIONS REFERENCE FILE NUMBER IS MASSDEP 118-0808.

2. ANY FILL USED IN CONNECTION WITH THIS PROJECT SHALL BE CLEAN FILL. ANY FILL SHALL CONTAIN NO TRASH, REFUSE, RUBBISH, OR DEBRIS, INCLUDING BUT NOT LIMITED TO LUMBER, BRICKS, PLASTER, WIRE, LATH, PAPER, CARDBOARD, PIPE, TIRES, ASHES, REFRIGERATORS, NO MOTOR VEHICLES, OR PART OF ANY OF THE FOREGOING.

3. A SIGN SHALL BE DISPLAYED AT THE SITE NOT LESS THEN TWO SQUARE FEET OR MORE THAN THREE SQUARE FEET IN SIZE BEARING THE WORDS "MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION" OR "MASSDEP" AND "FILE NUMBER 118-0808".

4. THE AGENT OR MEMBERS OF THE CONSERVATION COMMISSION AND THE DEPARTMENT OF ENVIRONMENTAL PROTECTION SHALL HAVE THE RIGHT TO ENTER AND INSPECT THE AREA SUBJECT TO THIS ORDER AT REASONABLE HOURS TO EVALUATE COMPLIANCE WITH THE CONDITIONS STATED IN THE ORDER AND MAY REQUIRE THE SUBMITTAL OF ANY DATA DEEMED

NECESSARY BY THE CONSERVATION COMMISSION OD DEPARTMENT FOR THAT EVALUATION.

CONCRETE REPAIR NOTES

1. EXPANSION JOINTS SHALL BE INSTALLED WHENEVER CONCRETE IS PLACED AGAINST ROADWAY PAVEMENT, PARKING LOTS, EXISTING CONCRETE, BUILDINGS, OR STRUCTURES AND PER VA REQUIREMENTS.

2. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELED AND BROOMED WITH A FINE BRUSH IN A TRANSVERSE

DIRECTION, UNLESS STATED OTHERWISE ON THE PLANS.

PAVEMENT NOTES

1. ALL WASTE, DEBRIS, UNSUITABLE, AND EXCESS MATERIAL SHALL BE REMOVED FROM THE SITE AND LAWFULLY DISPOSED OF.

2. SAWCUT PAVEMENT TO A DEPTH OF 2" WHERE MILLING OPERATIONS ABUT BITUMINOUS PAVEMENT TO REMAIN. SEAL JOINT WITH

12" WIDE ASPHALT SEALANT. REFER TO SAW CUT DETAIL FOR MORE INFORMATION.

3. POOR IN-SITU SOIL THAT IS DEEMED UNSUITABLE, BY THE THIRD PARTY PROFESSIONAL GEOTECHNICAL ENGINEER LICENSED IN MASSACHUSETTS RETAINED BY THE CONTRACTOR, FOR USE AS PAVING SUBGRADE SHALL BE OVER-EXCAVATED AND REPLACED WITH HIGHER QUALITY LOAD-BEARING FILL AS DIRECTED BY THE PROFESSIONAL GEOTECHNICAL ENGINEER.

4. PAVEMENT CONSTRUCTION AND ASSOCIATED IMPROVEMENTS SHALL BE STAGED TO MINIMIZE DISRUPTION TO THE MEDICAL FACILITY. STAGING AREAS AND EQUIPMENT STORAGE SHALL BE COORDINATED WITH THE CONTRACTING OFFICERS

REPRESENTATIVE (COR).

5. REPAIR DAMAGED CURB AS INDICATED, OR AS NECESSARY IF ADDITIONAL DAMAGE OCCURS DURING

CONSTRUCTION.

6. ALL PAVEMENT MARKINGS AND ROAD SIGNS TO BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE MASSACHUSETTS STATE SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE GENERAL CONTRACTOR SHALL FURNISH AND PROVIDE TWO (2) SEPARATE BOUND HARDCOPIES OF THE CURRENT EDITION OF THE MANUAL FOR THE UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE MASSACHUSETTS STATE SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FROM MASS DOT TO THE VA HEALTHCARE ENGINEER

(COR) DURING THE SUBMITTAL PROCESS.

7. AFTER THE INSTALLATION OF THE BINDER COURSE WITHIN EACH PHASE, AND NO SOONER THAN 24 HOURS AFTER THE ASPHALT HAS BEEN INSTALLED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TEMPORARY PAVEMENT MARKINGS, PRIOR TO THE AREA BEING OPENED FOR GENERAL USE. THE CONTRACTOR SHALL UTILIZE A PAINT EQUIVALENT TO THAT OF THE PERMANENT PAINT MARKINGS ON THE BINDER COURSE., UNLESS OTHERWISE AGREED TO BY THE CONTRACTING OFFICER.

8. AFTER THE INSTALLATION OF THE WEARING COURSE, AND NO SOONER THAN 24 HOURS AFTER THE ASPHALT HAS BEEN INSTALLED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY PAVEMENT MARKINGS. THE TEMPORARY PAVEMENT MARKINGS MAY NEED TO BE SUPPLEMENTED WITH TRAFFIC CONES, BARRELS, SIGNAGE, ETC. THESE TEMPORARY PAVEMENT MARKINGS ARE NOT INTENDED TO BE THE PERMANENT PAVEMENT MARKINGS. ADEQUACY OF THE TEMPORARY PAVEMENT MARKINGS AND APPURTENANCES SHALL BE DETERMINED BY THE COR AND IMPROVED OR MODIFIED AS REQUESTED AT NO COST TO THE GOVERNMENT. PERMANENT PAVEMENT MARKINGS SHALL BE INSTALLED NO LESS THAN 14 DAYS AFTER FINAL WEARING COURSE INSTALLATION, OR GREATER IF RECOMMENDED BY THE MANUFACTURER. PAVEMENT MARKINGS SHALL NOT BE INSTALLED DURING NORMAL BUSINESS HOURS (0700H-1600H, MONDAY THRU FRIDAY, EXCLUSIVE TO HOLIDAYS) UNLESS

OTHERWISE APPROVED BY THE CONTRACTING OFFICER.

UTILITY NOTES

1. KEEP HYDRANTS CLEAR AND ACCESSIBLE AT ALL TIMES. PROHIBIT DEBRIS FROM ACCUMULATING WITHIN A RADIUS OF 15FT

(4500MM) OF FIRE HYDRANTS.

2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S), HAVE NOT INDEPENDENTLY VERIFIED THE INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES AND ELEVATIONS OF THE POINTS OF CONNECTION TO THE EXISTING UTILITIES AND SHALL C CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY.

3. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF STORM INLET BOXES PRIOR TO ORDERING GRADE ADJUSTMENT RINGS OR TOP

UNITS.

4. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR AND THE INFORMATION SHALL BE FURNISHED IN WRITING BY THE CONTRACTOR TO THE ENGINEER, CONTRACTING OFFICER, AND CONTRACTING OFFICER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT. THE CONTRACTORS FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE

CONFLICT.

5. ANY EXISTING UTILITY, SUCH AS BUT NOT LIMITED TO STRUCTURES, PIPES, VALVES, POLES, AND GUY WIRES, IN CONFLICT WITH ANY IMPROVEMENTS SHALL BE ADJUSTED AS REQUIRED, INCLUDING BOTH HORIZONTAL AND VERTICAL CONFLICTS.

6. RIM ELEVATIONS FOR DRAINAGE AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS:

a. PAVEMENTS AND CONCRETE SURFACES: FLUSH

b. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH

c. LANDSCAPE OR LOAM AND SEED AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION.

5. PRIOR TO THE START OF WORK, AND IF THE PROJECT INVOLVES WORK ADJACENT TO A BORDERING VEGETATED WETLAND, THE BOUNDARY OF THE WETLAND IN THE VICINITY OF THE PROPOSED WORK AREA SHALL BE MARKED BY WOODEN STAKES OR FLAGGING. ONCE IN PLACE, THE WETLAND BOUNDARY MARKERS SHALL BE MAINTAINED UNTIL A CERTIFICATE OF

COMPLIANCE HAS BEEN ISSUED BY THE CONSERVATION COMMISSION.

6. ALL SEDIMENTATION BARRIERS SHALL BE MAINTAINED IN GOOD REPAIR UNTIL ALL DISTURBED AREAS HAVE BEEN FULLY STABILIZED WITH VEGETATION OR OTHER MEANS. AT NO TIME SHALL SEDIMENTS BE DEPOSITED IN A WETLAND OR WATER BODY. DURING CONSTRUCTION, THE APPLICANT OR HIS/HER DESIGNEE SHALL INSPECT THE EROSION CONTROLS ON DAILY BASIS AND SHALL REMOVED ACCUMULATED SEDIMENT AS NEEDED. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE CONSERVATION COMMISSION, WHICH RESERVED THE RIGHT TO REQUIRE ADDITIONAL EROSION AND/OR DAMAGE PREVENTION CONTROLS IT MAY BE DEEM NECESSARY. SEDIMENTATION BARRIERS SHALL SERVE AS THE LIMIT OF WORK

UNLESS ANOTHER LIMIT OF WORK LINE HAS BEEN PROVIDED BY THIS ORDER.

7. ALL WORK INCLUDING SITE PREPARATIONS, LAND DISTURBANCES, CONSTRUCTION AND REDEVELOPMENT, SHALL BE IMPLEMENTED IN ACCORDANCE WITH THE CONSTRUCTION PERIOD POLLUTION PREVENTION AND EROSION SEDIMENTATION CONTROL PLAN AND, IF APPLICABLE, THE STORMWATER POLLUTION PREVENTION PLAN REQUIRED BY THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM CONSTRUCTION GENERAL PERMIT AS REQUIRED BY STORMWATER CONDITION

8. CONSTRUCTION PERIOD EROSION, SEDIMENTATION AND POLLUTION CONTROL MEASURES AND BEST MANAGEMENT PRACTICES (BMPs) SHALL REMAIN IN PLACE UNTIL THE SITE IS FULLY STABILIZED.

8. NO STORMWATER RUNOFF MAY BE DISCHARGED TO THE POST-CONSTRUCTION STORMWATER BMPs UNLESS AND UNTIL A

REGISTERED PROFESSIONAL ENGINEER PROVIDED A CERTIFICATION THAT:

a. ALL CONSTRUCTION PERIOD BMPs HAVE BEEN REMOVED OR WILL BE REMOVED BY A DATE CERTAIN SPECIFIED IN THE

CERTIFICATION.

b. AS-BUILT FINAL CONSTRUCTION BMP PLANS ARE INCLUDED, SIGNED AND STAMPED BY A REGISTERED PROFESSIONAL

ENGINEERED, CERTIFYING THE SITE FULLY STABILIZED.

c. ANY ILLICIT DISCHARGES TO THE STORMWATER MANAGEMENT SYSTEM HAVE BEEN REMOVED, AS PER THE REQUIREMENTS

OF STORMWATER STANDARD.

d. ALL POST CONSTRUCTION STOMAWATER BMPs ARE INSTALLED IN ACCORDANCE WITH THE PLANS (INCLUDING ALL PLANTING PLAN) APPROVED BY THE ISSUING AUTHORITY, AND HAVE BEEN INSPECTED TO ENSURE THAT THEY ARE NOT DAMAGED AND

THAT THEY ARE IN PROPER WORKING CONDITIONS.

e. ANY VEGETATION ASSOCIATED WITH POST-CONSTRUCTION BMPs IS SUITABLY ESTABLISH TO WASHSTAND EROSION.

9. ALL SEDIMENT OR OTHER CONTAMINANTS REMOVED FROM STORMWATER BMPs SHALL BE DISPOSED OF IN ACCORDANCE

WITH ALL APPLICABLE FEDERAL, STATE, AD LOCAL LAWS AND REGULATIONS.

10. ILLICIT DISCHARGES TO THE STORMWATER MANAGEMENT SYSTEM AS DEFINED IN 310 CMR 10.04 ARE PROHIBITED.

11. ACCESS FOR MAINTENANCE, REPAIR AND/OR REPLACEMENT OF BMPs SHALL NOT BE WITHHELD.

12. ANY PERSON PERFORMING WORK ON THE ACTIVITY THAT IS THE SUBJECT OF THIS…