MXRD_11-0077_-_Attach.1_-_Project_Plans.pdf

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66TH CIVIL ENGINEER DIRECTORATE

MXRD 11-0077

Demolish Building 1103

Hanscom AFB, MA

INDEX OF DRAWINGS

G001 TITLE SHEET

G002 ACCESS & STAGING

C001 GENERAL NOTES

C100 EXISTING CONDITIONS

C101 SITE DEMOLITION

C102 UTILITY DEMOLITION

C103 SITE RESTORATION

C104 SITE GRADING

C105 CIVIL DETAILS

CONTRACT NO.: FA283519xxxxx

ISSUE DATE: 12 MAR 2019

PROJECT LOCATION

GATE 4

(POV ACCESS ONLY)

BASE CIVIL ENGINEERING

INSTALLATION

CONTRACTING

GATE 1

VISITORS CENTER

COMMERCIAL

VEHICLE

SEARCH AREA

66 AIR

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C106 EROSION CONTROL PLAN

C107 EROSION CONTROL DETAIL

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ACCESS AND STAGING NOTES

1. ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR PERSONNEL, VEHICLES,

EQUIPMENT, AND DELIVERIES ARE ILLUSTRATED ON SHEET G002 AND ARE

SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF-SITE HAUL ROUTES WITH

THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE.

ACCESS ROUTES AND HAUL ROUTES ARE SUBJECT TO CHANGE AT THE

DIRECTION OF THE CONTRACTING OFFICER AND MAY CHANGE BASED ON

OPERATIONAL REQUIREMENTS OF THE BASE.

2. CONTRACTOR SHALL COORDINATE ACTIVITIES AND MAINTAIN ALL ACCESS AND

HAUL ROUTES IN A MANNER THAT ALLOWS UNOBSTRUCTED EMERGENCY ACCESS

TO ALL PROJECT AREAS, AND EXISTING ROADWAYS AT ALL TIMES WITHOUT

DELAY TO EMERGENCY AND SECURITY FORCES RESPONSE TIME.

3. CONTRACTOR SHALL MAINTAIN ACCESS AND HAUL ROUTES TO BE FREE FROM

DEBRIS CAUSED FROM CONSTRUCTION ACTIVITIES ON A DAILY BASIS.

4. CONTRACTOR SHALL RESTRICT ALL OPERATIONS TO AREAS WITHIN THE

CONSTRUCTION LIMITS UNLESS COORDINATED OTHERWISE WITH THE

CONTRACTING OFFICER.

5. TEMPORARY CONSTRUCTION FENCING SHALL BE PROVIDED BY THE

CONTRACTOR AND THE CONTRACTOR SHALL COORDINATE REQUIRED

RELOCATION OF FENCE DURING CONSTRUCTION WITH THE GOVERNMENT

PROJECT MANAGER.

6. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAGING AND STOCKPILE

AREA FOR MATERIALS AND EQUIPMENT. LOCATION OF CONTRACTOR'S STAGING

SHALL BE WITHIN THE LIMITS OF WORK SHOWN ON SHEET G002 AND IS SUBJECT

TO THE APPROVAL OF THE CONTRACTING OFFICER. CONTRACTOR MAY SUBMIT

ALTERNATIVES TO THE STAGING AREA LOCATION AS SHOWN. CONTRACTOR'S

STAGING AREA IS SUBJECT TO CHANGE AT THE DIRECTION OF THE CONTRACTING

OFFICER AND MAY CHANGE BASED ON OPERATIONAL REQUIREMENTS OF THE

BASE.

7. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, CONTRACTOR'S

EQUIPMENT AND VEHICLES SHALL BE PARKED WITHIN THE LIMITS OF WORK.

8. CONTRACTOR SHALL PROVIDE AND INSTALL AT THE CONSTRUCTION ENTRANCE

A PROFESSIONALLY PAINTED SIGN, MEETING CONTRACTING OFFICER APPROVAL.

SIGN SHALL BE A MINIMUM OF 3'X5' AND INCLUDE THE PROJECT NUMBER AND

TITLE, NAME OF THE CONTRACTOR, AND CONTACT INFORMATION FOR THE

CONTRACTOR.

9. ALL DELIVERY AND CONTRACTOR VEHICLES AND PERSONNEL ARE SUBJECT TO

SEARCH BY SECURITY FORCES WHEN ENTERING THE BASE AND MAY EXPERIENCE

DELAYS. ALL PERSONNEL MUST HAVE A CURRENT AND VALID PHOTO

IDENTIFICATION PER BASE SECURITY REQUIREMENTS, AND ALL VEHICLES MUST

HAVE CURRENT AND VALID REGISTRATION AND PROOF OF INSURANCE.

REGISTERED WORK VISA HOLDERS ARE AUTHORIZED TO PERFORM WORK WITHIN

A FEDERAL INSTALLATION.

10. ALL DELIVERY AND CONTRACTOR VEHICLES AND PERSONNEL SHALL BE

RESPONSIBLE FOR COORDINATING WITH THE BASE SECURITY OFFICE IN

OBTAINING PROPER SECURITY CLEARANCE AND BADGING PRIOR TO ENTERING

SECURE AREAS.

11. ACCESS POINTS, HAUL ROUTES, WORK LIMITS, AND ANY OTHER AREAS

DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL

CONDITION OR BETTER TO THE SATISFACTION OF THE CONTRACTING OFFICER.

12. CONTRACTOR MAY BE REQUIRED TO FILE FAA FORM 7460, NOTICE OF

PROPOSED CONSTRUCTION OR ALTERATION, IN REFERENCE TO THE

CONTRACTOR'S SITE CONSTRUCTION EQUIPMENT. CONTRACTOR SHALL

DETERMINE IF SITE CONSTRUCTION EQUIPMENT REQUIRES A FORM 7460 AND

CONTRACTOR SHALL COORDINATE WITH HANSCOM FIELD AND FAA FOR ANY

TEMPORARY AIRFIELD WAIVERS. CONTRACTORS SHALL ALLOW AT LEAST 45-60

DAYS TO PROCESS A FAA FORM 7460.

13. EXISTING BASE ROADS USED AS HAUL ROADS SHALL BE MAINTAINED SUCH

THAT UNOBSTRUCTED ACCESS WILL BE PROVIDED AT ALL TIMES FROM THE ROAD

TO THE WORK SITE AND FACILITATE GOVERNMENT ACCESS TO THE BASE AT ALL

TIMES. THE MAINTENANCE OF HAUL ROADS SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. THE HAUL

ROAD LOCATIONS SHALL BE AS INDICATED ON THE DRAWINGS AND APPROVED BY

THE CONTRACTING OFFICER. CONTRACTOR IS REQUIRED TO IMMEDIATELY CLEAN

ANY DEBRIS DEPOSITED ONTO THE SITE, ROADS, ETC FROM CONTRACTOR'S

EQUIPMENT OR OPERATIONS. MATERIAL DROPPED WITHIN THESE AREAS SHALL

BE CONTINUOUSLY REMOVED BY SURFACE SWEEPERS OR OTHER APPROVED

METHODS DURING WORKING HOURS.

TRAFFIC CONTROL NOTES

1. CONTRACTOR SHALL SUBMIT ALL TRAFFIC INTERUPTIONS IN ACCORDANCE

WITH SECTION 01 14 00, WORK RESTRICTIONS. THE 21 DAY ADVANCE NOTICE

DOES NOT MEAN THE REQUEST WILL BE AUTOMATICALLY APPROVED. THE 21

DAYS PROVIDES NECESSARY TIME FOR HANSCOM BASE CE TO COORDINATE AND

VERIFY IF CLOSURE IS ACCEPTABLE TO SECURITY FORCES AND THE HANSCOM

FIRE DEPARTEMENT. FOR COMPLETE ROAD CLOSURES THE CONTRACTOR WILL

NEED TO DEMONSTRATE WHY PARTIAL ROAD CLOSURES ARE NOT POSSIBLE.

2. ALL TRAFFIC CONTROL SIGNAGE SHALL COMPLY WITH THE MOST RECENT

EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

3. ALL CONTRACTOR EQUIPMENT AND VEHICLES SHALL BE MARKED WITH

COMPANY DESIGNS, INSIGNIAS, OR OTHER MARKINGS, WHICH ARE CLEARLY

VISIBLE.

4. EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN

ALARM WHEN MOVING IN REVERSE.

5. ONLY RUBBER-TIRE VEHICLES WILL BE ALLOWED ON EXISTING

PAVEMENT-TO-REMAIN.

6. PRIOR TO THE REMOVAL OF BARRICADES AND TRAFFIC CONTROL DEVICES,

THE CONTRACTOR SHALL REQUEST THE CONTRACTING OFFICER TO SCHEDULE

AN INSPECTION. NO ROADWAY SHALL BE RE-OPENED UNTIL THE CONTRACTING

OFFICER HAS COMPLETED INSPECTION AND APPROVED THE RE-OPENING OF

ACTIVE AREAS.

7. ANY DAMAGE TO ROADS AND PAVEMENTS-TO-REMAIN DUE TO CONSTRUCTION

EQUIPMENT OR TRAFFIC SHALL BE REPAIRED TO RESTORE THE ROADS AND

PAVEMENTS TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE

CONTRACTING OFFICER.

EXCAVATION AND TRENCH NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL

EXCAVATION, TRENCHING, AND SHORING ARE PERFORMED IN A MANNER

THAT COMPLIES WITH LOCAL REGULATIONS AND ENGINEERING MANUAL (EM)

385-1-1 SAFETY AND HEALTH REQUIREMENTS.

2. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL

BE PROMINENTLY MARKED WITH ORANGE BARRICADES WITH FLASHING RED

LIGHTS ACCEPTABLE TO THE CONTRACTING OFFICER.

3. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY BE

REQUIRED.

EROSION AND SEDIMENT CONTROL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIREMENTS

WITH STATE AND LOCAL AUTHORITIES AND SUBMITTING DOCUMENTS FOR

PERMITTING FOR EROSION, SEDIMENT CONTROL, AND STORMWATER

POLLUTION PREVENTION.

2. EROSION CONTROL DEVICES SHALL BE USED FOR THE ACCESS AND HAUL

ROUTES, AND ANY MATERIAL STOCKPILES WHEN NECESSARY TO CONTROL

EROSION AND STORM WATER RUNOFF.

3. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO LIMIT DUST

CAUSED BY DEMOLITION ACTIVITIES TO A LIMIT ACCEPTABLE TO BASE

OPERATIONS. THE CONTRACTOR SHALL CONTROL BLOWING DUST ON THE

PROJECT SITE FROM ANY HAUL ROUTE OR WORK AREA REGARDLESS OF

SOURCE.

EQUIPMENT AND STOCKPILE HEIGHT

1. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO

PREVENT ITS MOVEMENT BY WIND FORCES.

2. WHEN NOT IN OPERATION, ALL EQUIPMENT AND CRANES SHALL HAVE

BOOMS OR ARMS LOWERED TO THEIR LOWEST ELEVATION.

GENERAL NOTES

1. ALL ON-SITE VEHICLES SHALL BE MONITORED FOR PETROLEUM LEAKS

AND SHALL RECEIVE PROPER PREVENTATIVE MAINTENANCE TO REDUCE THE

CHANCE OF LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED IN

TIGHTLY-SEALED CONTAINERS THAT ARE CLEARLY LABELED. ALL SPILLS

SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. WASTE OIL AND

OTHER PETROLEUM PRODUCTS SHALL NOT BE DISCHARGED ONTO THE

GROUND OR INTO WATER BODIES. PETROLEUM PRODUCTS USED ON-SITE

SHALL BE APPLIED ACCORDING TO THE MANUFACTURER

RECOMMENDATIONS.

2. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET UNLESS

INDICATED.

3. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.

4. CALLOUTS, COORDINATES, ELEVATIONS, AND DIMENSIONS ARE POINTED

TO OR MEASURED TO STRUCTURE CENTER, EDGE OF PAVEMENT, BACK OF

CURB, OR OUTSIDE FACE OF FOUNDATION WALL, UNLESS INDICATED

OTHERWISE.

5. ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED

PERSONNEL OF LOCAL AND GOVERNMENT REGULATORY AGENCIES AND THE

CONTRACTING OFFICER.

6. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND

SPECIFICATIONS AND LOCAL AND GOVERNMENT CODES, ORDINANCES, AND

REGULATIONS. IN CASE OF CONTRADICTION OR DISCREPANCY BETWEEN

REQUIREMENTS, CONTRACTOR SHALL INCORPORATE WHICHEVER IS MOST

STRINGENT. WHERE A QUESTION REMAINS ON WHICH REQUIREMENT IS

MOST STRINGENT, CONTRACTOR SHALL SUBMIT ISSUE TO THE

CONTRACTING OFFICER IN WRITING. THE DECISION OF THE CONTRACTING

OFFICER SHALL BE CONSIDERED FINAL.

7. EXISTING VGC MAY BE USED WITH GOVERNMENT APPROVAL.

8. WELL TEST SITES TO REMAIN.

9. EXISTING HANDICAP RAMPS (NEXT TO PARKING LOT) TO REMAIN.

SITE SURVEY NOTES

1. SITE SURVEY INFORMATION WAS COMPILED FROM EXISTING AIR FORCE

DATA FOR HANSCOM AFB.

UTILITY INFORMATION STATEMENT

1. THE LOCATIONS OF UNDERGROUND PIPES, CONDUITS, AND STRUCTURES

ARE APPROXIMATE ONLY. COMPILED LOCATIONS OF ANY UNDERGROUND

STRUCTURES, NOT VISIBLY OBSERVED AND LOCATED, CAN VARY FROM

THEIR

ACTUAL LOCATIONS.

2. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED.

3. THE PROPER UTILITY ENGINEERING/COMPANY SHOULD BE CONSULTED

AND THE ACTUAL LOCATIONS OF SUBSURFACE STRUCTURES SHOULD BE

VERIFIED IN THE FIELD (V.I.F.). CONTRACTOR SHALL FOLLOW DIG SAFE

PROCEDURES IN SECTION 01 11 00, SUMMARY OF WORK, PRIOR TO

EXCAVATION, GRADING, AND/OR PAVING.

ARCHAEOLOGICAL REQUIREMENTS

1. B1103 SITS IN A HISTORIC DISTRICT AND BORDERS A REVOLUTIONARY

WAR ARCHEOLOGICAL SITE. CONTRACTOR SHALL ADHERE TO THE

ARCHAEOLOGICAL PROTECTION PLAN. GOVERNMENT SHALL HAVE ACCESS

TO SITE AL ALL TOMES FOR ARCHAEOLOGICAL OBSERVATION.

EXISTING CONDITION NOTES

1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS

INDICATED HAVE BEEN OBTAINED FROM EXISTING RECORDS AND FIELD

SURVEYS. UNDERGROUND STRUCTURES AND UTILITIES MAY BE PRESENT

WHICH ARE NOT DOCUMENTED OR LOCATED.

2. THE CONTRACTOR SHALL FIELD-CHECK ALL EXISTING CONDITIONS AND BE

THOROUGHLY FAMILIAR WITH THE SITE BEFORE ANY WORK COMMENCES. ANY

DISCREPANCIES IN THE DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE

CONTRACTING OFFICER BEFORE ANY FURTHER WORK COMMENCES.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY

EXISTING STRUCTURES, UTILITIES, AND SURVEY INFORMATION, AND TO TAKE

NECESSARY PRECAUTIONS DURING DEMOLITION. CONTRACTOR SHALL VERIFY

EXISTENCE AND MARK LOCATIONS OF ALL UTILITIES INCLUDING SERVICE

CONNECTIONS TO UNDERGROUND UTILITIES, PRIOR TO BEGINNING WORK.

CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER AND ALL

ASSOCIATED UTILITY COMPANIES AND AGENCIES TO IDENTIFY THE LOCATION

OF UTILITIES. THERE IS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED,

THAT THE LOCATIONS, SIZE AND TYPE OF MATERIAL OF EXISTING

UNDERGROUND UTILITIES INDICATED ARE REPRESENTATIVE OF THOSE TO BE

ENCOUNTERED DURING CONSTRUCTION.

4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER OF OPERATIONAL PLANS. IN THE EVENT AN

UNEXPECTED UTILITY OR STRUCTURE INTERFERENCE OR CONFLICT IS

ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE CONTRACTING OFFICER. ANY ACTIVE UTILITY

SERVICES OR STRUCTURES DISTURBED BY THE CONTRACTOR'S OPERATIONS

SHALL BE RESTORED IMMEDIATELY AT CONTRACTOR'S EXPENSE TO THE

SATISFACTION OF THE CONTRACTING OFFICER.

5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE

DAMAGED DURING DEMOLITION. THE CONTRACTOR SHALL REPAIR OR

REPLACE DAMAGED OR DISTURBED ITEMS TO THE SATISFACTION OF THE

CONTRACTING OFFICER.

6. THERE ARE NO KNOWN CONTAMINATED SOILS ON THE SITE, IF THE

CONTRACTOR ENCOUNTERS SUCH MATERIAL, SPECIAL HANDLING AND

CONSIDERATION SHALL BE REQUIRED FOR EXCAVATED SOILS THOUGHT TO

CONTAIN CONTAMINATED SUBSTANCES. CONTRACTOR SHALL PERIODICALLY

MONITOR EXCAVATED SOILS. SOILS SHALL BE TREATED ON SITE OR DISPOSED

OF PROPERLY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL

REQUIREMENTS AND THE PROJECT SPECIFICATIONS. CONTRACTOR SHALL

COORDINATE REMOVAL OF CONTAMINATED MATERIALS WITH THE

CONTRACTING OFFICER.

UTILITY DEMOLITION NOTES

1. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER PRIOR

TO REMOVAL OF EXISTING UTILITIES.

2. UTILITY CAPPING METHODS SHALL BE IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS FOR SPECIFIC PIPE MATERIAL IN

SERVICE. ALL CAPPING SHALL BE INSPECTED AND APPROVED BY THE

GOVERNMENT PROJECT MANAGER.

3. ALL STRUCTURES, VALVES, ETC. TO REMAIN SHALL BE PROTECTED AND

ADJUSTED TO FINISH GRADE.

4. PRIOR TO UTILITY DEMOLITION, COORDINATE UTILITY SHUT DOWN WITH THE

GOVERNMENT PROJECT MANAGER.

5. ALL UTILITY TERMINATION POINTS SHALL BE SURVEYED AND

PHOTOGRAPHED. THE CONTRACTOR SHALL PROVIDE NORTHING, EASTING

AND ELEVATION OF THE END OF EACH TERMINATED UTILITY, ALONG WITH ONE

SET OF PHOTOGRAPHS SHOWING HOW THE UTILITY WAS TERMINATED.

HAZARDOUS MATERIAL NOTES

1. ASBESTOS CONTAINING MATERIALS (ACM), LEAD BASED PAINT (LBP), AND

POLYCHLORINATED BIPHENYLS (PCBs) ARE PRESENT- SEE HAZARDOUS

MATERIALS SURVEYS COMPLETED BY CARDNO ATC INCLUDED IN THE

PROJECT SOW. FOLLOW FEDERAL, STATE, AND LOCAL REGULATIONS WHEN

DISTURBING ASBESTOS, LEAD, PCBs AND OTHER HAZARDOUS MATERIALS, AND FOLLOW SPECIFICATIONS (02 81 00; 02 82 13.00 10; 02 83 13.00 20; AND 02

84 33).

2. ALL ASBESTOS REMOVAL AREAS INDICATED IN THE CARDNO ATC REPORT

IS FOR INFORMATIONAL ASSISTANCE TO THE CONTRACTOR. ALL MATERIALS

MUST BE FIELD VERIFIED FOR SIZE AND QUANTITIES. ADDITIONAL MATERIALS

WHICH HAVE ASBESTOS CONTAINING MATERIALS (ACM) MAY BE PRESENT. THE

CONTRACTOR SHALL REMOVE ALL ACM FOR ALL SPECIFIED AREAS WHETHER

OR NOT SHOWN OR ACCURATELY INDICATED. THESE SPECIFICATIONS SHALL

BE USED AS A GUIDE AND DO NOT LIMIT THE CONTRACTORS RESPONSIBILITY

TO SEEK AND REMOVE ALL ACM AS SPECIFIED.

3. BASED ON THE AGE OF THE FACILITY THE CONTRACTOR SHALL ASSUME

THAT ANY PAINTED ITEMS TO BE DEMOLISHED OR RENOVATED ARE PAINTED

WITH PAINT AND/OR PRIMER THAT CONTAINS LEAD. THE CONTRACTOR IS NOT

REQUIRED TO ABATE THE PAINTED ITEMS, NOR REQUIRED TO REMOVE THEM

SEPARATELY. IT IS THE INTENT OFTHE SOLICITATION THAT THE CONTRACTOR

SHALL DEMOLISH THE STRUCTURE WITH THE PAINT IN PLACE. THE

CONTRACTOR SHALL LIMIT OCCUPATIONAL AND ENVIRONMENTAL EXPOSURE

TO PAINT DUST DURING DEMOLITION. IN ADDITION, THE CONTRACTOR SHALL

CHARACTERIZE AND DISPOSE OF DEBRIS WASTE STREAM PROPERLY. THE

CONTRACTOR SHALL CONDUCT WORKER AND ENVIRONMENTAL PROTECTION

AND PROPERTY DISPOSAL OF PAINTED DEBRIS IN ACCORDANCE

WITH SPECIFICATION SECTION 02 83 13.00 20 LEAD IN CONSTRUCTION.

4. ALL LEAD BASED PAINT AREAS INDICATED IN THE CARDNO ATC REPORT IS

FOR INFORMATIONAL ASSISTANCE TO THE CONTRACTOR. ALL MATERIALS

MUST BE FIELD VERIFIED FOR LOCATION AND QUANTITIES. ADDITIONAL

MATERIALS WHICH HAVE LEAD BASED PAINT MAY BE PRESENT.

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BUILDING DEMOLITION NOTES:

1. DEMOLISH BUILDING 1103 IN IT'S ENTIRETY, TO INCLUDE BUILDING

ELEMENTS ABOVE AND BELOW GRADE.

2. DISPOSE OF ALL DEMOLITION WASTE/MATERIAL OFF SITE IN ACCORDANCE

WITH FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS.

3. CONTRACTOR SHOULD BE PREPARED TO REMOVE AND PROPERLY DISPOSE

OF, UP TO 3 FOOT OF WATER FROM THE BASEMENT OF BUILDING 1103.

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REMOVE WATER VALVE

AND PIPE

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l a y c l a y

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DEMOLISH UTILITY LINE

DEMOLISH UTILITY STRUCTURE

x

66 AIR

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INSTALL VERTICAL

GRANITE CURB

C4

C105

INSTALL ASPHALT

SIDEWALK

C2

C105

REPAIR ASPHALT

PAVEMENT

C1

C105

HP RAMP

CROSSWALK

C5

C105

C4

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REPAIR ASPHALT PAVEMENT

INSTALL ASPHALT SIDEWALK

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SITE RESTORATION PLAN

SCALE: 1" = 20'

C1

C105

C2

NOTES:

1. LOAM AND SEED ALL DISTURBED AREAS

WITHIN THE LIMITS OF WORK UNLESS

OTHERWISE SHOWN.

66 AIR

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EXISTING CONTOUR

PROPOSED CONTOUR

C1

SITE GRADING PLAN

SCALE: 1" = 20'

230'

230'

MATCH EXISTING

GRADE

MATCH EXISTING

GRADE

66 AIR

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2" SURFACE COURSE

2" BINDER COURSE

12" AGGREGATE

BASE COURSE

COMPACTED SUBGRADE

ASPHALT PAVEMENT

SCALE: N.T.S.

C1

4" COMPACTED GRADED

CRUSHED AGGREGATE

BASE COURSE

COMPACTED SUBGRADE

LOAM & SEED

WHERE APPLICABLE

(4" MIN THICK, TYP)

ASPHALT SIDEWALK

SCALE: N.T.S.

C2

A

A

COMPACTED

SUBGRADE

6" 6" 6"

4" SIDEWALK

OR

4" TOPSOIL & SEED

6"

20"

GRANITE CURB

WITH 6" REVEAL

(NOTE 1)

CONCRETE

(NOTE 2)

NOTES:

1. GRANITE CURB SHALL

CONFORM TO THE

REQUIREMENTS OF MASSDOT

CONSTRUCTION SPECIFICATION

M9.04.01, TYPE VA4.

2. CONCRETE SHALL CONFORM

TO SECTION M4 OF THE

MASSDOT CONSTRUCTION

SPECIFICATIONS.

10'

VERTICAL GRANITE

CURB

SCALE: N.T.S.

C4

C4

C105

GRANITE CURB

WITH 6" REVEAL

(NOTE 1)

CROSSWALK

SCALE: N.T.S.

C5

EDGE OF

PAVEMENT

8' MINIMUM

12' MAXIMUM

12" WIDE

(TYP.)

2" SURFACE COURSE

2" BINDER COURSE

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PRIOR TO PROJECT START

SEDIMENT SOCK

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PROPERTY OF THE UNITED STATES AIR FORCE: FOR OFFICIAL USE ONLY.

SHEET

IDENTIFICATION

C106

SHEET 10 OF 11

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2"x2" WOODEN STAKE

SECTION

A6

NOTES:

1. FILTER SOCK COMPOST/SEED FILL TO MEET APPLICATION

REQUIREMENTS.

2. COMPOST MATERIAL TO BE DISPENSED ON SITE, AS DETERMINED

BY GOVERNMENT.

DOWNSLOPE

PLAN VIEW

FILTER SOCK OR

STRAW WATTLE

STAKE ON

10' LINEAL

SPACING

UPSLOPE

FLOW

FILTER SOCK OR

STRAW WATTLE

INSTALL TEMPORARY CHAIN

LINK CONSTRUCTION FENCE

ON BACK SIDE OF SILT SOCK

3"-4"

A2

CATCH BASIN GRATE

SILTSACK

CATCH BASIN GRATE

SILTSACK

1" REBAR FOR

BAG REMOVAL

PLAN VIEW

EXPANSION RESTRAINT

SECTION VIEW

NOTES:

1. INSTALL SILTSACKS IN ALL CATCH BASINS WHERE INDICATED

ON THE PLANE BEFORE COMMENCING WORK OR IN PAVED

AREAS AFTER BINDER COURSE IS PLACED AND HAY BALES

HAVE BEEN REMOVED.

2. GRATE TO BE PLACED OVER SILTSACK.

3. SILTSACKS SHALL BE INSPECTED DAILY AND WITHIN 12

HOURS OF ALL STORM EVENTS. CLEANING OR

REPLACEMENT SHALL BE PERFORMED PROMPTLY AS

NEEDED. MAINTAIN UNTIL UPSTREAM AREAS HAVE BEEN

PERMANENTLY STABILIZED.

4. SILT SACKS DO NOT NEED TO BE INSTALLED IN STRUCTURES

WITH SOLID COVERS

SILTSACK SEDIMENT TRAP

NOT TO SCALE

SEDIMENT SOCK / STRAW WATTLE DETAIL

NOT TO SCALE

F L O

W F

L O

W

1 2 7 8 9 103 4 5 6

A

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66 AIR

TH

ASE GROUP

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A

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SHEET

IDENTIFICATION

C107

SHEET 11 OF 11

PROPERTY OF THE UNITED STATES AIR FORCE: FOR OFFICIAL USE ONLY.

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