TAB6_818CM3034_BD_PLANS.pdf

IN-GROUND CREMAINS DEVELOPMENT

PROJECT NUMBER: 818CM3034

BID DOCUMENTS

DEPARTMENT OF

VETERANS AFFAIRS

MASSACHUSETTS NATIONAL CEMETERY

BOURNE TOWNSHIP

BARNSTABLE COUNTY, MASSACHUSETTS

GI001

COVER SHEET

GRAVESITE YIELD SUMMARY

IN-GROUND

CREMAIN (4'x4')

1,614

CREMAIN PLOTS

375 EAST HORSETOOTH ROAD

BLDG 2-202

PH. 970-372-6104

FORT COLLINS, CO 80525

AQUA ENGINEERING, INC.

WWW.AQUAENGR.COM

TOTAL NUMBER

OF GRAVESITES

1,614

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818CM3034

SEPTEMBER 17, 2020 JPW KAE Dwg. of 21

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

321 4 5 6 7 8 9 10

MASSACHUSETTS NATIONAL

CEMETERY

IN-GROUND CREMAINS

PROJECT

LOCATION

DRAWING INDEX

1. GI001 COVER SHEET

2. GI002 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

3. CS100 OVERALL SITE PLAN

4. GI101 CONSTRUCTION SEQUENCING PLAN

5. GC001 EROSION AND SEDIMENT CONTROL NARRATIVE

6. GC101 EROSION AND SEDIMENT CONTROL PLAN - PHASES I & II

7. GC501 EROSION AND SEDIMENT CONTROL DETAILS

8. VL101 SURVEY

9. CD101 DEMOLITION PLAN

10. CS101 SITE LAYOUT PLAN

11. CS401 GRAVESITE NUMBERING PLAN

12. CG101 GRADING PLAN

13. CG501 SITE DETAILS 1

14. CG502 SITE DETAILS 2

15. LP101 SITE PLANTING PLAN

16. LP501 LANDSCAPE DETAILS & PLANTING SCHEDULE

17. LI100 IRRIGATION COVER SHEET

18. LI101 IRRIGATION PLAN

19. LI500 IRRIGATION DETAILS

20. LI501 IRRIGATION DETAILS

21. LI502 IRRIGATION DETAILS

NO. DRAWING DRAWING TITLE

RHODE ISLANDCONNECTICUT

NEW HAMPSHIRE

ATLANTIC OCEAN

PROJECT

SITE

FARLAND CORP.

401 COUNTY STREET

NEW BEDFORD, MA 02740

PH. 508-717-3479

WWW.FARLANDCORP.COM

GI002

GENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818CM3034

SEPTEMBER 17, 2020 JPW KAE Dwg. of 21

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

321 4 5 6 7 8 9 10

MASSACHUSETTS NATIONAL

CEMETERY

IN-GROUND CREMAINS

GENERAL NOTES:

1. THE PROPOSED SITE IMPROVEMENTS FOR 'MASSACHUSETTS NATIONAL CEMETERY IN-GROUND CREMAINS DEVELOPMENT'

INCLUDES, BUT IS NOT LIMITED TO, THE CLEARING OF EXISTING VEGETATION, EARTHWORK FOR ADDITIONAL BURIAL SECTIONS, IRRIGATION EXTENSIONS, SITE FURNISHINGS, AND LANDSCAPING. THE PROJECT IS LOCATED IN BARNSTABLE COUNTY, MASSACHUSETTS. THE TOTAL SITE AREA IS 749.29 ACRES.

2. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHIC INFORMATION IS BASED ON AERIAL RUN TOPOGRAPHY BY FARLAND CORP. DATED SEPTEMBER THROUGH OCTOBER 2018. THE HORIZONTAL DATUM IS REFERENCED TO NAD83 MASSACHUSETTS STATE PLANE MAINLAND ZONE. THE VERTICAL DATUM IS REFERENCED TO NAVD88.

3. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 25001C0512J DATED JUNE 16, 2014. NO PORTIONS OF THE PROJECT

AREA ARE LOCATED WITHIN THE 100-YEAR FLOODPLAIN AREA.

4. SEE THIS SHEET FOR LEGEND OF SYMBOLS USED HEREIN.

5. BURIAL CEREMONIES MAY BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT. DURING ALL CEREMONIES, ALL WORK MUST STOP, ESPECIALLY WHEN HEAVY EQUIPMENT ACTIVITY OR NOISE PRODUCING WORK IS BEING DONE. LIGHT WORK ACTIVITY CAN CONTINUE IF IT DOES NOT CREATE NOISE OR DISTRACTIONS TO THE CEREMONY. COORDINATE DAILY ACTIVITIES WITH THE CEMETERY DIRECTOR OR HIS APPROVED REPRESENTATIVE TO ACCOMMODATE SCHEDULED BURIALS.

6. DUE TO THE SENSITIVE NATURE OF THE CEMETERY SITE, CONTRACTOR SHALL MAINTAIN EACH WORK AREA IN A CLEAN AND ORDERLY APPEARANCE. TRASH AND WASTE MATERIALS SHALL BE STORED IN APPROVED CONTAINERS AND ROUTINELY DISPOSED OF OFF-SITE. CLEANUP SHALL BE REQUIRED AT THE END OF EACH DAY AND/OR MORE FREQUENTLY AS REQUIRED.

7. AFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE CEMETERY DIRECTOR. ANY ALTERED PUBLIC TRAFFIC ROUTES SHALL BE WELL DEFINED WITH PROFESSIONALLY MADE SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS. CONTRACTOR SHALL PROVIDE TWO SIGNS SIMILAR TO THE CEMETERY'S "PARDON OUR APPEARANCE" SIGNS. SIZE TO BE A MINIMUM OF 4'X5' HIGH MOUNTED ON TWO 4"X4" POSTS, PLACED IN A LOCATION AS DETERMINED BY THE CEMETERY DIRECTOR. TEXT SIZE SHALL BE MAXIMUM SIZE PROPORTIONAL TO WIDTH/HEIGHT OF SIGN.

TEXT WILL BE PROVIDED BY CEMETERY DIRECTOR.

8. THERE SHALL BE AT ALL TIMES WHEN WORK IS BEING DONE, A COMPETENT PERSON WHO IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF WORK ON SITE. THIS PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE BEHALF OF THE CONTRACTOR. THEY SHALL BE AWARE AND KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE. THEY SHALL BE EMPOWERED TO IMMEDIATELY AND EFFECTIVELY MITIGATE THE ACTIONS OF ANY WORKMAN ON SITE.

9. IF THE CONTRACTOR SHOULD ENCOUNTER UNEXPLODED ORDINANCE (UXO), CALL PAUL E. RENDON (508) 320-6906 OR BEN

GREGSON (508) 968-5821 FROM THE JOINT BASE CAPE COD IMMEDIATELY.

CONSTRUCTION NOTES:

1. THE CONTRACTING OFFICER REPRESENTATIVE AND CONTRACTOR ARE RESPONSIBLE FOR REVIEWING THE PLANS PRIOR

TO CONSTRUCTION AND NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CIRCUMSTANCES FOUND WITHIN THESE PLANS IN NEED OF VERIFICATION SO THAT APPROPRIATE REVISIONS CAN BE MADE, IF WARRANTED.

2. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH THE U.S.

DEPARTMENT OF VETERANS AFFAIRS REQUIREMENTS AND THE MASSCHUSETTS DEPARTMENT OF TRANSPORTATION

CONSTRUCTION STANDARDS AND SPECIFICATIONS, WHERE APPLICABLE.

3. EROSION AND SEDIMENT CONTROL DEVICES ARE TO BE IN PLACE PRIOR TO ANY LAND DISTURBANCE. REFER TO EROSION

AND SEDIMENT CONTROL PLAN FOR PHASING AND DETAILS.

4. ALL LAND ON OR OFF-SITE WHICH IS DISTURBED BY CONSTRUCTION AND WHICH IS NOT BUILT UPON OR SURFACED SHALL

BE ADEQUATELY STABILIZED TO CONTROL EROSION AND SEDIMENTATION.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY

CHANGES OR CONDITIONS ATTACHED TO PERMITS REQUIRED FOR CONSTRUCTION.

6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, PRIOR TO ENTERING PAVED AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR LAYING DUST AND TO TAKE ALL APPROPRIATE MEASURES NECESSARY TO ENSURE THAT STREETS ARE KEPT IN A CLEAN

AND DUST FREE CONDITION AT ALL TIMES.

7. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION

ACTIVITIES.

8. THE CONTRACTOR SHALL CLEAR THE SITE OF ALL TREES, BUILDINGS, FOUNDATIONS, ETC. WITHIN THE LIMITS OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR COORDINATING ANY DISCONNECTION AND/OR ABANDONMENT OF EXISTING UTILITIES AND STRUCTURES. IF NECESSARY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND ABANDONING ALL EXISTING WELLS AND/OR SEPTIC DRAIN FIELDS AND COORDINATING THEIR ABANDONMENT WITH THE

HEALTH DEPARTMENT.

9. CONTRACTOR SHALL CONTACT MASSACHUSETTS 811 AT 888-DIG-SAFE OR BY DIALING 811 ON A MASSACHUSETTS PHONE LINE OR HTTP://WWW.DIGSAFE.COM/CONTACT.PHP A MINIMUM OF THREE (3) BUSINESS DAYS PRIOR TO ANY EXCAVATION WITHIN AREAS SERVED BY UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE

PRESENCE OF ANY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

10. GORDON DOES NOT CERTIFY TO THE LOCATION OF OR THE EXISTENCE OF ANY EXISTING UNDERGROUND UTILITIES. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE RECORDS AND DISCUSSION WITH THE OWNER.

THIS DOES NOT CONSTITUTE A GUARANTEE OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE ALL BEEN SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING ANY CONSTRUCTION.

THESE TEST HOLES WILL BE MADE TO VERIFY ALL CROSSINGS BETWEEN NEW AND EXISTING FACILITIES AND AT CRITICAL GRADE CHANGES. IF CONDITIONS ARE FOUND IN THE FIELD, WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY GORDON. SO THAT APPROPRIATE REVISIONS IF WARRANTED CAN BE MADE TO THE PLANS AT

THE GOVERNMENT'S EXPENSE.

11. GORDON DOES NOT CERTIFY TO THE SUB-SURFACE CONDITIONS OF THE SITE, THE LOCATION OF UNDERLYING ROCK, OR THE LOCATION OF POTENTIAL SINKHOLES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES TO VERIFY SUB-SURFACE CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION. IF SINKHOLES ARE FOUND IN THE FIELD, REMEDIATION WILL BE REQUIRED AS SPECIFIED BY A QUALIFIED GEOTECHNICAL ENGINEERING FIRM.

12. ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION WILL BE CARRIED OUT BY A THIRD PARTY ENGINEERING

FIRM AND PAID FOR BY THE CONTRACTOR.

13. ALL PROPOSED ELEVATIONS AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE NOTED.

14. MAINTAIN A MINIMUM VERTICAL CLEARANCE OF ONE (1) FOOT SIX (6) INCHES BETWEEN CROSSING OF ALL UTILITY LINES

UNLESS OTHERWISE NOTED.

15. EARTHWORK SHALL BE COMPACTED IN ACCORDANCE WITH EARTHWORK SPECIFICATION 31 20 11.

16. THE CONTRACTING OFFICER REPRESENTATIVE, CONTRACTOR, AND/OR SURVEYOR SHALL BE RESPONSIBLE FOR NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CONDITIONS FOUND IN THE FIELD PRIOR TO STAKEOUT THAT VARY FROM THE APPROVED PLANS OR THAT MAKE CONSTRUCTABILITY IMPOSSIBLE SO THAT APPROPRIATE REVISIONS CAN BE MADE PRIOR TO STAKEOUT AND/OR CONSTRUCTION. ANY OBSERVATIONS REGARDING APPARENT INCONSISTENCIES IN THE PLANS SHALL BE BROUGHT TO THE U.S. DEPARTMENT OF VETERANS AFFAIRS ATTENTION FOR

VERIFICATION PRIOR TO STAKEOUT.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF ITS WORK AND THE WORK OF ITS SUBCONTRACTORS.

GORDON SHALL NOT HAVE CONTROL OVER, CHARGE OF, OR RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE

WORK.

18. CONTRACTOR SHALL IMMEDIATELY CEASE WORK AND CONTACT THE U.S. DEPARTMENT OF VETERANS AFFAIRS CONTRACTING OFFICER REPRESENTATIVE IF ANY PREHISTORIC, HISTORIC, OR CULTURAL ITEMS OR HUMAN REMAINS ARE DISCOVERED AT ANY TIME WITHIN THE LIMITS OF WORK. ALL ACTIVITIES INVOLVING SUBSURFACE DISTURBANCE IN THE VICINITY OF THE DISCOVERY SHALL BE HALTED UNTIL THE DISCOVERED ITEMS ARE PROPERLY IDENTIFIED AND

APPROPRIATELY TREATED IN ACCORDANCE WITH APPLICABLE STATE AND FEDERAL LAW(S).

S33°56'19"E

3530.00'

S66°58'37"E 4858.11'

.9 8'

S0 8°

'2

2" W

9.

S1 7°

'2

0" W

1066.86' N87°39'36"W

287.16'N77°03'38"W

215.65' N57°29'19"W

218.96' N43°07'22"W

781.83'

N71°35'06"W

200.00' S31°05'49"W

261.22' N58°54'11"W

255.82' N47°47'15"W

230.39' N40°36'38"W

1297.20'N76°20'34"W

1268.26'

S83°00'10"W

361.86'

S89°20'53"W

850.11' N86°20'57"W

S0 5°

'2

7" E

.1 0'

N2 0°

'4

6" E

.9 4'

N02°21'58"E 251.82'

L=612.91' R=850.54' D=41°17'19"

L=86.62' R=428.66' D=11°34'41"

L=341.56' R=400.00' D=48°55'32"

S43°26'26"W 56.97'

N

°2 2'

"W

8.

N

°4 6'

"E

7.

N14°18'30"E 218.18'

N14°30'54"E 109.44'

N

°1 1'

"E

0.

N

°1 9'

"E

0.

N14°32'37"E 122.69'

L=623.87' R=1081.92' D=33°02'18"

L=2216.24' R=15307.63' D=8°17'43"

1591.14'N69°55'28"W

N:2706146.28 E:911710.47

N:2706456.94 E:902811.21

N:2703809.59 E:907712.92

BUNKER

HILL

CIRCLE

PLYMOUTH

LANE

LANECONCORD

CIRCLE

LEXING

TON

WAYVETERANS

VETERANS

W

AY CIRCLE

WAMPANOAG

BO

UL

EV

AR

D

BE

NN

IN

GT

ON

PA

TR

IO

T

LA

NE

M

EM

O

RIAL

CIRCLE

BO

U

R N

E

D R

IVE

IN-GROUND

CREMAINS

DEVELOPMENT

PHASE IV

EXPANSION

AREA

MCKENNAROAD

S80°30'24"E 175.68'N45°19'17"E

222.85'

N:2711395.58 E:904620.77

NORTH

OVERALL SITE PLAN

CS100

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818CM3034

SEPTEMBER 17, 2020 JPW KAE Dwg. of 21

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

321 4 5 6 7 8 9 10

MASSACHUSETTS NATIONAL

CEMETERY

IN-GROUND CREMAINS

LEGEND

LIMITS OF WORK

B1

EX. AD B

EX. RIP RAP

EX. CB A

EX. HEADWALL

EX. DMH A

RIM=137.00

RIM=136.70

RIM=136.50

EX. 12" RCP

EX. FES 6

EX. AD A

RIM=137.80

CONTRACTOR PRIMARY

CONSTRUCTION ACCESS

CONSTRUCTION SEQUENCING ACTIVITIES:

· CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE MASSACHUSETTS NATIONAL

CEMETERY DIRECTOR AND DESIGNATED STAFF THROUGH THE RESIDENT

ENGINEER/CONTRACTING OFFICER'S REPRESENTATIVE (RE/COR) TO MINIMIZE IMPACT TO

CEMETERY OPERATION.

· ALL COSTS TO MEET THE CONSTRUCTION SEQUENCING REQUIREMENTS SHALL BE INCLUDED IN

THE CONTRACTOR'S BID AND SHALL NOT BE THE BASIS FOR ADDITIONAL COSTS TO THE

OWNER.

· THE CONTRACTOR SHALL DEVELOP A SEQUENCING PLAN, PROJECT SCHEDULE, TRAFFIC

CONTROL PLAN, & NETWORK ANALYSIS SYSTEM (NAS) SCHEDULE DEMONSTRATING

FULFILLMENT OF THE CONTRACT REQUIREMENTS IN ACCORDANCE WITH SPECIFICATION

SCHEDULE 01 32 16.13 NETWORK ANALYSIS SCHEDULES. THE NAS SCHEDULE SHALL ACCOUNT

FOR ALL OPERATIONAL CONSTRUCTION SEQUENCING ACTIVITIES, PHASING AND ANY SPECIFIC

IDENTIFIED WORK SEQUENCING TASKS INCLUDED IN THE CONSTRUCTION DOCUMENTS. THE

NAS SHALL BE SUBMITTED, REVIEWED AND MODIFIED AS REQUIRED UNTIL APPROVED BY THE

RE/COR AND CEMETERY DIRECTOR. THE APPROVED NAS SCHEDULE SHALL, AS MUCH AS

POSSIBLE, ALLOW THE CONTRACTOR FLEXIBILITY IN MEANS AND METHODS.

· DEVIATIONS FROM THE NAS SCHEDULE SHALL BE CONSIDERED ONLY IF THE CEMETERY

OPERATIONS AND INCONVENIENCE TO THE PUBLIC HAVE BEEN SATISFACTORILY ADDRESSED.

SUCH DEVIATION MUST BE APPROVED IN ADVANCE IN WRITING BY THE RE/COR.

· CONFIRM ALL APPLICABLE PERMITS FOR BARNSTABLE COUNTY, MASSACHUSETTS

DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP), AND ALL OTHER LOCAL, STATE, AND

FEDERAL REGULATORY AGENCIES.

· THE CONTRACTOR SHALL FURNISH THE RE/COR A SCHEDULE OF APPROXIMATE DATES ON

WHICH THE CONTRACTOR INTENDS TO ACCOMPLISH WORK IN EACH SPECIFIC AREA OF THE

SITE OR PORTION THEREOF. IN ADDITION, THE CONTRACTOR SHALL NOTIFY THE RE/COR TWO

WEEKS IN ADVANCE OF THE PROPOSED DATE OF STARTING WORK IN EACH SPECIFIC AREA OF

THE SITE OR PORTION THEREOF. ARRANGE SUCH DATES TO INSURE ACCOMPLISHMENT OF

THIS WORK IN SPECIFIED SEQUENCES MUTUALLY AGREEABLE TO THE RE/COR AND THE

CEMETERY DIRECTOR.

GENERAL CONSTRUCTION REQUIREMENTS:

BEFORE ANY GENERAL CONSTRUCTION ACTIVITIES MAY COMMENCE, THE CONTRACTOR SHALL:

· INSTALL TEMPORARY CONSTRUCTION FENCING AND TEMPORARY SIGNAGE (IF APPLICABLE).

· COMPLETE INSTALLATION OF EROSION AND SEDIMENT CONTROLS FOR THE WORK AREAS.

INSTALL IMMEDIATELY PRIOR TO THE START OF THE WORK IN ACCORDANCE WITH THE

APPROVED EROSION & SEDIMENT CONTROL PLAN.

· RETAIN A PRIVATE UNDERGROUND LOCATOR SERVICE AND PERFORM THE TRACING AND

MARKING OF ALL THE ONSITE BELOW GRADE IMPROVEMENTS WITHIN OR ADJOINING THE

CONTRACTOR WORK AREAS FOR THE PROJECT. CONTRACTOR MUST WALK THE

CONSTRUCTION AREAS WITH THE RE/COR AND, IF REQUESTED BY THE RE/COR, ADJUST THE

LOCATIONS OF THE NEW WORK AS REQUIRED BY A/E TO AVOID CONFLICTS, DAMAGE OR

UNINTENDED INTERRUPTIONS OF THE SERVICES BEING PROVIDED BY THE UNDERGROUND

FACILITIES.

· OBSERVE AND DOCUMENT THE FUNCTIONALITY OF THE IRRIGATION SYSTEM IN THE VICINITY

OF THE CONSTRUCTION AREA. DAMAGED OR NONFUNCTIONAL IRRIGATION SYSTEM

EQUIPMENT NOT IDENTIFIED AS BEING DAMAGED OR NONFUNCTIONAL DURING THE

PRE-CONSTRUCTION SURVEY SHALL BE FULLY REPAIRED AND MADE FUNCTIONAL

IMMEDIATELY UPON DETECTION OF ANY DAMAGE, AT NO ADDED COST TO THE OWNER.

· CONTROL TRUCK AND EQUIPMENT MOVEMENT SO THEY DO NOT TRANSIT BETWEEN ONGOING

SERVICES AT THE COMMITTAL SHELTERS.

· CONTRACTOR'S PRIMARY STAGING AREA FOR OPERATION WILL BE WITHIN AREA B1.

· THE CONTRACTOR MAY REQUEST LIMITED USE OF OPEN AREAS THROUGHOUT THE CEMETERY

FOR SECONDARY STAGING. USE OF SUCH OPEN AREAS MUST BE APPROVED BY THE RE/COR

AND MUST BE DETERMINED TO BE OUT OF THE WAY OF DAILY OPERATIONS.

· GENERAL CONTRACTOR SHALL NOT USE MAIN PUBLIC ACCESS TO CEMETERY AT ANY TIME FOR

ANY REASON, AND ALL SIGNAGE NEEDED TO KEEP CONSTRUCTION TRAFFIC AWAY FROM MAIN

ENTRANCE SHALL BE PROVIDED BY CONTRACTOR AT THEIR COST.

· ALL WORK AREAS SHALL ACCESS THE SITE FROM THE MAINTENANCE AREA ENTRANCE OFF

CONNERY AVENUE AT ALL TIMES.

· ANY ROADWAY USED FOR CONSTRUCTION ACTIVITIES THAT IS DAMAGED DURING THE

IN-GROUND CREMAINS DEVELOPMENT CONSTRUCTION SHALL BE REHABBED OR REPLACED

AFTER CONSTRUCTION HAS BEEN COMPLETED.

· THE CONTRACTOR WILL BE RESPONSIBLE FOR ADEQUATE TRAFFIC CONTROL AND SIGNAGE TO

SAFELY REROUTE THE PUBLIC AND STAFF DURING CEMETERY ROAD CLOSURES.

· ALL SIGNAGE AND TRAFFIC MARKINGS INCLUDING CONSTRUCTION SIGNAGE SHALL COMPLY

WITH MASSACHUSETTS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

· EXISTING FACILITIES DAMAGED BY CONTRACTOR DURING CONSTRUCTION OPERATIONS SHALL

BE REPLACED BY THE CONTRACTOR TO APPLICABLE STANDARDS.

· THE CONTRACTOR WILL BE RESPONSIBLE FOR GRADING ALL AREAS TO ENSURE POSITIVE

DRAINAGE.

· THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND/OR SALVAGING AND LEGAL

OFFSITE DISPOSAL OF ALL WASTE MATERIAL GENERATED BY CONSTRUCTION .

· THE CONTRACTOR MUST KEEP ALL EXISTING STREETS CLEAN AND CLEAR OF CONSTRUCTION

RELATED DEBRIS AND EQUIPMENT AT ALL TIMES.

· OFF - SITE TRACKING OF CONSTRUCTION SITE SEDIMENTS OR OTHER SUBSTANCES SHALL NOT

BE ALLOWED. CONSTRUCTION SITE ENTRANCE/EXIT STABILIZATION MEASURES, ALONG WITH

FREQUENT ADJACENT STREET SWEEPING OR CLEANING OF EQUIPMENT WASH RACK AREAS,

SHALL BE EMPLOYED TO PREVENT OFF-SITE TRACKING AND TO CONTROL THE GENERATION OF

FUGITIVE DUST. OFF - SITE TRACKING CONTROLS WILL BE REQUIRED TO PROTECT ROADS AND

FACILITIES WITH EXISTING CEMETERY PROPERTY AS WELL AS EXTERIOR ROADS AND

FACILITIES.

· WHEREVER EXCAVATION FOR NEW UTILITY LINES CROSS EXISTING ROADS, AT LEAST ONE

LANE MUST BE OPEN TO TRAFFIC AT ALL TIMES. FLAGGING PERSONNEL SHALL BE PROVIDED

FOR SUCH INSTANCES OF ROAD WORK. WHERE EXISTING ROADS ARE BEING REMOVED,

MODIFIED OR NEW ROADS ARE BEING CONSTRUCTED, PROVIDE TEMPORARY ACCESS ROADS,

FLAGGERS, AND /OR SIGNAGE TO SAFELY MAINTAIN TRAFFIC FLOW AND VEHICULAR ACCESS

TO AND FROM FUNCTIONING AREAS.

· IN THE EVENT THAT ELECTRICAL POWER ON SITE WILL BE REQUIRED TO BE SHUT OFF FOR

IMPROVEMENTS THE CONTRACTOR SHALL NOTIFY THE RE/COR AND CEMETERY DIRECTOR.

SHUT OFF OF ELECTRICAL POWER MUST BE COORDINATED WITH AND APPROVED BY THE

RE/COR AND CEMETERY DIRECTOR. THE CONTRACTOR MUST MAKE REASONABLE EFFORTS TO

COMPLETE WORK AND LIMIT THE TIME THAT THE CEMETERY GOES WITHOUT ELECTRICAL

POWER.

· THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL OF TEMPORARY FACILITIES

REQUIRED BY THIS SEQUENCING PLAN AND BY THE CONTRACT DOCUMENTS. THE

CONTRACTOR SHALL RESTORE ALL GRADES, LANDSCAPING, IRRIGATION, UTILITIES, SIDEWALK, CURB AND PAVEMENT ALTERED OR DAMAGED BY INSTALLATION OF USE OF TEMPORARY

FACILITIES BACK TO THEIR PRE-CONSTRUCTION CONDITION OR TO THE PROPOSED CONDITION

WHERE SPECIFIED BY THE CONTRACT DOCUMENTS.

· COMPLETE ANY AND ALL OTHER CONTRACTUAL REQUIREMENTS AS IDENTIFIED ELSEWHERE IN

THE CONSTRUCTION DOCUMENTS.

MAINTENANCE OF TRAFFIC

· PREPARE A CONSTRUCTION TRAFFIC CONTROL PLAN IN ACCORDANCE WITH PART 1.16 USE OF

ROADWAYS IN SPECIFICATION SECTION 01 00 02 GENERAL REQUIREMENTS.

· DO NOT USE GENERAL PUBLIC ENTRANCE TO CEMETERY AT ANY TIME FOR ANY REASON, AND

ALL SIGNAGE NEEDED TO KEEP CONSTRUCTION TRAFFIC AWAY FROM THE MAIN ENTRANCE

SHALL BE PROVIDED BY CONTRACTOR AND MAINTAINED THROUGHOUT CONSTRUCTION AT THE

CONTRACTORS COST.

· TEMPORARY SIGNAGE IS REQUIRED THROUGHOUT THE PROJECT TO FACILITATE PUBLIC

ACCESS TO THE CEMETERY AND ADVANCE NOTIFICATION OF CONSTRUCTION ACTIVITIES.

· CONTRACTOR SHALL USE THE PRIMARY CONSTRUCTION ACCESS IDENTIFIED IN THE

CONSTRUCTION DOCUMENTS UNLESS OTHERWISE AUTHORIZATED IN ADVANCE BY THE

RE/COR.

· MAINTAIN ONE LANE OF TRAFFIC OPEN TO THE PUBLIC AT ALL TIMES, UNLESS OTHERWISE

AUTHORIZED BY THE RE/COR.

· EXISTING ROADWAYS AND CONSTRUCTION AREAS NEAR THE PUBLIC SHALL REMAIN CLEAN

AND FREE OF DEBRIS. ALL DEBRIS SHALL BE REMOVED AS IT OCCURS.

· CONTRACTOR SHALL MAINTAIN CEMETERY ROADS USED DURING CONSTRUCTION ACTIVITIES

THROUGH REGULAR STREET SWEEPING.

· CONTRACTOR SHALL ENSURE THE NOISE FROM TRUCK AND EQUIPMENT TRAFFIC DOES NOT

INTERFERE WITH FUNERAL SERVICES AT THE COMMITTAL SERVICE SHELTERS.

· CONTRACTOR STAGING AND STORAGE SHALL BE WITHIN AN AREA ISOLATED FROM PUBLIC

ACCESS WITHIN NEW IN-GROUND CREMAIN SECTION, AND WHERE APPROVED ALONG THE

CONTRACTOR CONSTRUCTION ACCESS ROADWAY.

· ROADWAY ACCESS TO THE ADMINISTRATION BUILDING AND MAINTENANCE YARD SHALL

REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION.

LEGEND

NEW BURIAL SECTIONS

· IN-GROUND CREMAINS PLOT SECTIONB1

CONSTRUCTION SEQUENCING PLAN

GI101

NOTE: THIS DEVELOPMENT DOES NOT INCLUDE EARLY TURNOVER.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818CM3034

SEPTEMBER 17, 2020 JPW KAE Dwg. of 21

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

321 4 5 6 7 8 9 10

MASSACHUSETTS NATIONAL

CEMETERY

IN-GROUND CREMAINS

EROSION AND SEDIMENT CONTROL

NARRATIVE

GC001

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818CM3034

SEPTEMBER 17, 2020 JPW KAE Dwg. of 21

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

321 4 5 6 7 8 9 10

MASSACHUSETTS NATIONAL

LEGEND:

DIVERSION DIKE

TEMPORARY STONE

ACCESS DRIVE

SILT FENCE/

WILDLIFE BARRIER

SAFETY/TREE

PROTECTION FENCE

REINFORCED

SILT FENCE

CULVERT INLET

PROTECTION

SURFACE

ROUGHENING

PERMANENT EROSION

CONTROL MATTING

CONSTRUCTION SIGN

SAFETY SIGN

NORTH

EROSION AND SEDIMENT CONTROL

PLAN - PHASES I & II

GC101

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818CM3034

SEPTEMBER 17, 2020 JPW KAE Dwg. of 21

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

321 4 5 6 7 8 9 10

MASSACHUSETTS NATIONAL

36" MIN.,2" HARDWOOD FENCE

POSTS, DRIVEN MIN.16" INTO GROUND

FILTER FABRIC FASTENED SECURELY

TO FENCE POSTS W/STAPLES

OR HOG RINGS EMBED FILTER CLOTH

MIN. 8" INTO GROUND

FILTER FABRIC

36" MIN. FENCE POST

UNDISTURBED

GROUND

NOTES:

1. REFER TO EROSION AND SEDIMENT SPECIFICATION SECTION FOR ADDITIONAL REQUIREMENTS. THIS DETAIL FUNCTIONS NOT ONLY FOR SEDIMENT AND EROSION CONTROL PURPOSES BUT ALSO THE PROTECTION OF WILDLIFE& VEGETATION.

2. WHEN 2 SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.

3. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.

4. POSTS SHALL BE 2" HARDWOOD

5. FILTER CLOTH SHALL BE MIRAFI 100X OR APPROVED EQUAL.

FLOW

FLOW

PERSPECTIVE VIEW

FLOW

SECTION

"A

BO

VE

G R

AD

E

10'-0"MAX.CENTER TO CENTER

16" MIN.

"M

IN

8"

BE

LO

W

G R

AD

E

FA

BR

IC

H

T.

2' -0

O

VE

R

AL

L

NOTES:

1.STONE SIZE-USE 2" STONE, OR RECLAIMED OR

RECYCLED CONCRETE EQUIVALENT

2.FILTER CLOTH WILL BE PLACED OVER THE ENTIRE

AREA PRIOR TO PLACING OF STONE.

3. SURFACE WATER-ALL SURFACE WATER FLOWING

OR DIVERTED TOWARD CONSTRUCTION ENTRANCES

SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING

IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1

SLOPES WILL BE PERMITTED

4. MAINTENANCE-THE ACCESS SHALL BE

MAINTAINED IN A CONDITION THAT WILL PREVENT

TRACKING OR FLOWING OF SEDIMENT ONTO

CEMETERY OR PUBLIC ROADS. THIS MAY REQUIRE

TOP DRESSING,REPAIR AND/OR CLEANOUT OF ANY

MEASURES USED TO TRAP SEDIMENT. ALL

SEDIMENT SPILLED, DROPPED, WASHED OR

TRACKED ONTO PUBLIC RIGHTS-OF-WAY OR

CEMETERY ROADS MUST BE REMOVED

IMMEDIATELY.

5.WHEN NECESSARY, WHEELS SHALL BE CLEANED

PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.

WHEN WASHING IS REQUIRED, IT SHALL BE DONE

ON AN AREA STABILIZED WITH STONE AND WHICH

DRAINS INTO AN APPROVED SEDIMENT TRAPPING

DEVICE.

6. PERIODIC INSPECTION AND NEEDED

MAINTENANCE SHALL BE PROVIDED AFTER EACH

RAIN.

DIVERSION RIDGE REQUIRED

WHERE GRADE EXCEEDS 2% 2% OR GREATER

FILTER CLOTH

FLOW

10" THICK(MIN.)

DIVERSION RIDGE

PLAN

A

EX

IS

TI

N

G

PA

VE

D

R O

AD

W

AY

FLOW

SILT FENCE

COARSE AGGREGATE

(SET IN 2 LIFTS) ON

FILTER CLOTH

ENTRANCE GEOMETRY VARIES. SEE EROSION

CONTROL PLANS FOR ENTRANCE CONFIGURATION

SECTION A-A

PAVED

ROADWAY

A

50'MIN

SE

E

ER

O

SI

O

N C

O N

TR

O

L

PL

AN

S

SUPPLY WATER TO

WASH WHEELS

WASH RACK

EROSION AND SEDIMENT CONTROL

DETAILS

GC501

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818CM3034

SEPTEMBER 17, 2020 JPW KAE Dwg. of 21

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

321 4 5 6 7 8 9 10

MASSACHUSETTS NATIONAL

M c

K

E

N

N

A

R O

A D

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

BARNSTABLE COUNTY, MASSACHUSETTS

818CM3034

SEPTEMBER 17, 2020 JPW KAE Dwg. of 20

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

MASSACHUSETTS NATIONAL

CEMETERY

IN-GROUND CREMAINSOCMI

(202) 229-0530

AQUA ENGINEERING, INC

(970) 229-9668

GORDON - The LA Group Joint Venture, LLC

The LA Group

40 Long Alley

Saratoga Springs, NY 12866

(518) 587-8100

GORDON

4501 Daly Drive, Suite 200

Chantilly, VA 20151

(703) 263-1900

MABBETT

(781) 275-6050

ECS MID-ATLANTIC LLC

(703) 471-8400

SURVEY

VL101

DEMOLITION LEGEND:

EX. TREELINE/VEGETATION

REMOVAL

REMOVE EX. GUARDRAIL

SAFETY/TREE

PROTECTION FENCE

NORTH

DEMOLITION PLAN

CD101

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818CM3034

SEPTEMBER 17, 2020 JPW KAE Dwg. of 21

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

321 4 5 6 7 8 9 10

MASSACHUSETTS NATIONAL

CEMETERY

NOTE: THIS IS NOT A CERTIFIED SURVEY.

MCKENNA ROAD

LIMIT OF

DISTURBANCE, TYP.

FLOWER WATERING

STATION, TYP.

48.00', TYP.

4.00'

TYP.

4.00'

TYP.

ALL TREES ALONG

COMMITTAL SERVICE

SHELTER ROAD TO

REMAIN, TYP.

SECTION MARKER, TYP.

SECTION MARKER, TYP.

IRRIGATION

AISLE, TYP.

EXISTING RIPRAP

OUTFALL TO REMAIN

.0

0' , T

YP

40.00'

GRAVESITE GRID

MONUMENT, TYP.

CG501

IN-GROUND CREMAIN

PLOT, TYP.

4.00'

TYP.

CG501

CG501

.00

.0

0'

SECTION CS3

IN-GROUND CREMAIN PLOTS

(4' X4')

1,614 PLOTS

LP1

LP2

LP3

LP4

SM1

SM2

FWS1

HE

AD

ST

O

NE

DI

RE

TI

O N

EXISTING WOODEN

GUARDRAIL

CG501

POB

POC

POE

12.50'

TYP.

4.00'

TYP.

ADD ALTERNATE #1:

APPROXIMATELY 205 L.F.

DECORATIVE WOODEN

GUARD RAIL; SEE NOTES

ADD ALTERNATE #2:

LANDSCAPE BUFFER PLANTING;

SEE PLANTING PLANS

CG502

PROPOSED TREE

LINE, TYP.

Layout Table

Layout Point

LP1

LP2

LP3

LP4

Northing

2706043.1214

2705775.4960

2705993.0744

2705997.7240

Easting

908180.5150

908194.6807

908143.1082

908230.9853

Section Marker Layout

Section Marker

SM1

SM2

Northing

2706063.9059

2706038.8217

Easting

908135.0452

908229.2890

Flower Watering Station Table

FWS

FWS1

Northing

2706070.3168

Easting

908143.5153

Base Line Table

Line #

BL1

BL2

Bearing

S03° 01' 47.57"E

N86° 58' 12.30"E

Guard Rail Layout Table

Layout Point

POB

POC

POE

Northing

2706045.5205

2705925.3845

2705842.0367

Easting

908081.9936

908095.9339

908084.9667

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

BARNSTABLE COUNTY, MASSACHUSETTS

818CM3034

SEPTEMBER 17, 2020 JDS JEB Dwg. of 21

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

MASSACHUSETTS NATIONAL

CEMETERY

IN-GROUND CREMAINSOCMI

(202) 229-0530

AQUA ENGINEERING, INC

(970) 229-9668

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

4501 Daly Drive, Suite 200 Chantilly, VA 20151

(703) 263-1900

MABBETT

(781) 275-6050

ECS MID-ATLANTIC LLC

(703) 471-8400

FARLAND CORP.

(508) 717-3479

9/17/2020 10

SITE LAYOUT PLAN

10 5 10 15 2020 0

Scale: 1" = 20'

CS101

LEGEND

HEADSTONE FACE DIRECTION

FLOWER WATER STATION (FWS)

IN-GROUND CREMAIN PLOT (IGC)

TREE CLEARING

LIMIT OF DISTURBANCE

NEW TREE PLANTING

RIP RAP OUTFALL

NOTES

1. COORDINATE INFORMATION SHOWN IS BASED ON GRID COORDINATE SYSTEM IN U.S.

FEET AND BASED ON THE HORIZONTAL DATUM NAD 1983 AND VERTICAL DATUM NGVD

2. ALIGNMENT OF BURIAL SECTION IS ESTABLISHED BY COORDINATE POINTS AND LAYOUT

LINE BEARINGS. LAYOUT LINES ARE PARALLEL AND PERPENDICULAR UNLESS

OTHERWISE NOTED.

3. ALL MONUMENTATION SHOWN SHALL BE LAID OUT BY A LICENSED LAND SURVEYOR

ENGAGED BY THE CONTRACTOR, USING COORDINATES AND BEARING SHOWN.

4. THE CONTRACTOR SHALL INSPECT AND VERIFY ALL FIELD DIMENSIONS AND SITE

CONDITIONS SHOWN HEREIN BEFORE PROCEEDING WITH SITE WORK. DISCREPANCIES

BETWEEN FIELD CONDITIONS AND THESE PLANS SHALL BE BROUGHT TO THE

ATTENTION OF THE RE/COR PRIOR TO THE COMMENCEMENT OF THE WORK.

5. LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN HEREIN ARE APPROXIMATE

AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE CONTRACTOR SHALL DETERMINE

THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.

6. SEE SHEET 12 FOR GRADING AND DRAINAGE PLANS.

ADD ALTERNATE #1 NOTES

1. THE CONTRACTOR SHALL INSPECT AND VERIFY ALL

FIELD DIMENSIONS AND SITE CONDITIONS SHOWN

HEREIN BEFORE PROCEEDING WITH SITE WORK.

DISCREPANCIES BETWEEN FIELD CONDITIONS AND

THESE PLANS SHALL BE BROUGHT TO THE

ATTENTION OF THE RE/COR PRIOR TO THE

COMMENCEMENT OF THE WORK. THIS INCLUDES

VERIFICATION OF IRRIGATION LINE AND SPRINKLER

HEAD LOCATIONS.

2. ALL LANDSCAPING SHALL BE RESTORED TO

EXISTING CONDITION ONCE WORK HAS BEEN

COMPLETED. RESTORATION INCLUDES ANY

DISTURBANCE TO IRRIGATION SYSTEMS.

EXISTING TREE LINE

PROPOSED TREE LINE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

M

CK

EN

NA

R

OA

D

9 22 36 51 68 86 106 125 146 167 190 215 241 268 296 324 353 382 411 440 469 498 526 554 582 610 638 665A 694 722 750 778 806

10761104113211601188

1215124312711299132713541380140514281450147114901509

21 35 50 67 85 105 124 145 166 189 214 240 267 295 323 352 381 410 439 468 497 525 553 581 609 637 665 693 721 749 777 805

10751103113111591187

12141242127012981326135313791404142714491470

14891508

20 34 49 66 84 104 123 144 165 188 213 239 266 294 322 351 380 409 438 467 496 524 552 580 608 636 664 692 720 748 776 804

10741102113011581186

12131241126912971325135213781403142614481469

14881507

19 33 48 65 83 103 122 143 164 187 212 238 265 293 321 350 379 408 437 466 495 523 551 579 607 635 663 691 719 747 775 803

10731101112911571185

1212124012681296132413511377140214251447

14871506

18 32 47 64 82 102 121 142 163 186 211 237 264 292 320 349 378 407 436 465 494 522 550 578 606 634 662 690 718 746 774 802

10721100112811561184

121112391267129513231350137614011424

14861505

31 46 63 81 101 120 141 162 185 210 236 263 291 319 348 377 406 435 464 493 521 549 577 605 633 661 689 717 745 773 801

10711099112711551183

12101238126612941322134913751400

14851504

45 62 80 100 119 140 161 184 209 235 262 290 318 347 376 405 434 463 492 520 548 576 604 632 660 688 716 744 772 800

10701098112611541182

12091237126512931321134813741399

14841503

61 79 99 118 139 160 183 208 234 261 289 317 346 375 404 433 462 491 519 547 575 603 631 659 687 715 743 771 799

10691097112511531181

1208123612641292132013471373

14831502

60 78 98 117 138 159 182 207 233 260 288 316 345 374 403 432 461 490 518 546 574 602 630 658 686 714 742 770 798

10681096112411521180

120712351263129113191346

14821501

77 97 116 137 158 181 206 232 259 287 315 344 373 402 431 460 489 517 545 573 601 629 657 685 713 741 769 797

10671095112311511179

12061234126212901318

14811500

96 115 136 157 180 205 231 258 286 314 343 372 401 430 459 488 516 544 572 600 628 656 684 712 740 768 796

10661094112211501178

12051233126112891317

14801499

95 114 135 156 179 204 230 257 285 313 342 371 400 429 458 487 515 543 571 599 627 655 683 711 739 767 795

10651093112111491177

1232126012881316

14791498

134 155 178 203 229 256 284 312 341 370 399 428 457 486 514 542 570 598 626 654 682 710 738 766 794

106410921120114811761204

1231125912871315

133 154 177 202 228 255 283 311 340 369 398 427 456 485 513 541 569 597 625 653 681 709 737 765 793

106310911119114711751203

1230125812861314

176 201 227 254 282 310 339 368 397 426 455 484 512 540 568 596 624 652 680 708 736 764 792

106210901118114611741202

1229125712851313

175 200 226 253 281 309 338 367 396 425 454 483 511 539 567 595 623 651 679 707 735 763 791

106110891117114511731201

1228125612841312

199 225 252 280 308 337 366 395 424 453 482 510 538 566 594 622 650 678 706 734 762 790

106010881116114411721200

1227125512831311

198 224 251 279 307 336 365 394 423 452 481 509 537 565 593 621 649 677 705 733 761 789

105910871115114311711199

1226125412821310

223 250 278 306 335 364 393 422 451 480 508 536 564 592 620 648 676 704 732 760 788

105810861114114211701198

1225125312811309

249 277 305 334 363 392 421 450 479 507 535 563 591 619 647 675 703 731 759 787

105710851113114111691197

1224125212801308

276 304 333 362 391 420 449 478 506 534 562 590 618 646 674 702 730 758 786

105610841112114011681196

1223125112791307

332 361 390 419 448 477

FLOWER WATERING STATION, TYP.

SECTION MARKER, TYP.

LIMIT OF DISTURBANCE, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

BARNSTABLE COUNTY, MASSACHUSETTS

818CM3034

SEPTEMBER 17, 2020 JDS JEB Dwg. of 21

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

MASSACHUSETTS NATIONAL

CEMETERY

IN-GROUND CREMAINSOCMI

(202) 229-0530

AQUA ENGINEERING, INC

(970) 229-9668

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

4501 Daly Drive, Suite 200 Chantilly, VA 20151

(703) 263-1900

MABBETT

(781) 275-6050

ECS MID-ATLANTIC LLC

(703) 471-8400

FARLAND CORP.

(508) 717-3479

9/17/2020 11

GRAVESITE NUMBERING PLAN

86425 1010 0

Scale: 1" = 10'

CS401

LEGEND

IN-GROUND CREMAIN PLOT (IGC)

LIMIT OF DISTURBANCE

GRAPHIC LEGEND:

PROPERTY LINE

LIMITS OF WORK

IN-GROUND CREMAIN

PROP. TREELINE

NORTH

GRADING PLAN

CG101

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818CM3034

SEPTEMBER 17, 2020 JPW KAE Dwg. of 21

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

321 4 5 6 7 8 9 10

MASSACHUSETTS NATIONAL

4" 7-

1/ 2"

1'-212"

1/4" TYP.

NOTE: SUBMIT SHOP

DRAWINGS FOR TEXT

APPROVAL BY THE

RE/COR & CEMETERY

DIRECTOR PRIOR TO

FABRICATION

CLEAR DECALS

W/ WHITE TEXT

(MP32071);

MATTE FINISH;

LETTERING TO

BE 'HELVETICA',

UPPER & LOWER

CASE, TITLE TO

BE 1" HT. BOLD,

ALL OTHER TEXT

TO BE 3/16" HT.

FLOWER VASE

RECEPTACLE LID

1/4"Ø HOLES TO RECEIVE

3/16"Ø X 2" SS

TAMPER-PROOF SCREWS

WITH EXPANSION

SHIELDSSCREWS,

COLOR OF SCREWS TO

MATCH PANEL, TYP.

4"

1' -33 4"

1 2"

1/8" THICK ALUMINUM

SIGN PANEL; (COLOR

MP15178 - GEATA OLIVE)

DECAL HAS CLEAR

BACKGROUND

WHITE TEXT (MP32071)

3 4" 11 4"

3" 3 4"

1 2"

DO

NOT

DRINK

OSHA RED (MP55153)

WHITE (MP32071)

TrashFlower Vases

2' -0

"3' -0

" M

IN

1'-6"

1' -0

2'-6" DIA.

SUMP PIT

CONTROL

JOINT, TYP.

2' -5

"DO NOT DRINK"

SIGN; (3) SIDES

HAWS SPIGOT,

SEE SPECS

8" SQ. 'BARRE GREY' GRANITE

POST W/ 18"Ø CONC. FOOTING;

MATCH EXISTING, TYP.

2'

CL

SUMP PIT WRAPPED WITH

NON-WOVEN GEOTEXTILE

FABRIC ON SIDES AND

BOTTOM; DRAINAGE FILL

AGGREGATE COMPACTED TO

95% RD (SEE SPECIFICATIONS)

4,000 PSI CONC. FOOTING, TYP.

3/8" DIA. WASHED, ROUNDED

GRAVEL DRAINAGE FILL - 4"

DEPTH; GRAVEL PIT WRAPPED

WITH NON-WOVEN

GEOTEXTILE FABRIC ON SIDES

AND BOTTOM

TRASH

RECEPTACLE

VASE CONTAINER

RECEPTACLE

VALVE BOX WITH

PRESSURE REDUCER;

SEE IRRIGATION DETAILS

3/4" BRASS PIPE, TYP.; SEE

IRRIGATION DRAWINGS

AND SPECS

FLOWER VASE

RECEPTACLE

5" THICK REINFORCED 3500

P.S.I. CONC. PAD W/ 1/4"

RADIUS @ EDGE, TYP; MED.

BROOM FINISH; RUB OUT

ALL SURFACE TOOL MARKS

R9"

8'-0"±

UNLESS SHOWN OTHERWISE

1'-6" 2'-6"

1' -9

1'

-9

TRASH

RECEPTACLE

LID WITH FLORAL

REGULATIONS

CG501

1'-6"

CL

2'-6"

CL

CL

R1'

CL

8" SQ. 'BARRE GREY'

GRANITE POST W/ 18"Ø

CONC. FOOTING (BELOW);

MATCH EXISTING, TYP.

CL

2' -0

"3' -0

" M

IN

1'-6"

1' -0

2'-6" DIA.

SUMP PIT

2' -5

2'

SUMP PIT WRAPPED WITH

NON-WOVEN GEOTEXTILE

FABRIC ON SIDES AND

BOTTOM; DRAINAGE FILL

AGGREGATE COMPACTED TO

95% RD (SEE SPECIFICATIONS)

4,000 PSI CONC. FOOTING, TYP.

3/8" DIA. WASHED, ROUNDED

GRAVEL DRAINAGE FILL - 4"

DEPTH; GRAVEL PIT WRAPPED

WITH NON-WOVEN

GEOTEXTILE FABRIC ON SIDES

AND BOTTOM

"DO NOT DRINK" SIGN; (3)

SIDES (EXCLUDES BACK)

HAWS SPIGOT,

SEE SPECS

8" SQ. 'BARRE GREY' GRANITE

POST W/ 18"Ø CONC. FOOTING;

MATCH EXISTING, TYP.

3/4" BRASS PIPE, TYP.; SEE

IRRIGATION DRAWINGS

AND SPECS

BRASS PIPE BRACKETS W/

S.S. ANCHORS, TYP.; (2) EACH

6" 6"

DO

NOT

DRINK

DO

NOT

DRINK

CONCRETE PAD

CG501

2' -4

/8

1' -93 4"

BOTTOM VIEW

LID PLAN VIEW

FLOWER VASE RECEPTACLE

PERSPECTIVE

TRASH RECEPTACLE

PERSPECTIVE

NOTES:

1. SEE SPECIFICATIONS FOR TRASH AND FLOWER VASE RECEPTACLES

2. ALL COLOR TO BE POWDER COATED GREEN TO MATCH EXISTING.

STEEL CONVEX,

SELF-CLOSING

TOP LID

SPECIAL HINGED LID W/

FLORAL REGULATIONS DECAL

ATTACHED - SEE LID PLAN

VIEW

FLORAL REG. DECAL

HANDLE

HANDLE3/4" SQUARE

HOLE FOR

ANCHOR BOLT

SEE SPECIFICATIONS

1' -7

CG501

1" MIN.

2"

3"

3' -6

DE

PT

H

TO

F

RO

ST

SET TOP OF

MONUMENT 1/2"

ABOVE

FINISH

GRADE

NOTE:

ALL LAWNS WITHIN THE BURIAL

SECTIONS SHALL BE INSTALLED AND

ACCEPTED PRIOR TO

MONUMENT-BASE PLACEMENT; ALL

LAWNS DAMAGED DURING

INSTALLATION SHALL BE REPAIRED AT

CONTRACTOR'S EXPENSE

NOTE:

PER NCA

REQUIREMENTS, ALL

GRAVESITE GRID

MONUMENTS SHALL BE

CAST-IN-PLACE.

PRECAST MONUMENTS

WILL NOT BE

ACCEPTED.

NOTE:

FINISH GRADE IS TOP OF

TOPSOIL

MONUMENT MARKER

CONCRETE BASE

EDGE OF MONUMENT MARKER SHALL

BE NO CLOSER THAN 1" TO OUTSIDE

EDGE OF CONCRETE

MONUMENT MARKER (PROTECT

VISIBLE SURFACES DURING

PLACEMENT INTO CONCRETE)

FORGED ALUMINUM DOMED-TOP MONUMENT

MARKER WITH 3/4" DIAMETER SPLIT STYLE

STEM AND INTEGRAL LOCATION MAGNET

EMBEDDED

SMOOTH-TROWEL FINISH TOP

SURFACE, ENSURING POSITIVE

DRAINAGE

FORM THE TOP 4" OF THE CONC.

CYLINDER INTO A SMOOTH 8"Ø CIRCLE

COMPACTED APPROVED FILL OR

NATIVE EARTH

CONC. CYLINDER W/3,500 PSI

CONCRETE @ 28 DAYS

CG501

3-1/2"Ø FORGED

ALUMINUM DOMED-TOP

MONUMENT MARKER

FIELD INCISED HAIRS ON

CAP; CROSS-HAIRS

SHALL BE PARALLEL AND

PERPENDICULAR TO THE

GRAVESITE GRIDLINES &

PRECISE TO ±0.005'

REQUIRED TEXT ENGRAVED ON

CAP,

(WETLAND CONSERVATION

MONUMENT SHALL STATE

"CONSERVATION AREA")

TYP.

CROSS HAIRS

MUST FALL WITHIN

3/4" OF THE

CENTER OF THE

MARKER OR THE

ENTIRE

MONUMENT MUST

BE MOVED

PLAN

G R

A V

E

S

I T E G R I D MO N U

M E

N T

FACING

ROAD, TYP.

CS3

2"

8"

3' -6

2'

-0

8"

LIGHT GRAY GRANITE SECTION

MARKER TO MATCH EXISTING,

HONED INSCRIPTION FACE, ALL

SURFACES TO BE HONED FINISH;

ALL CORNERS AND EDGES

INCLUDING 12" BELOW GROUND

LEVEL SHALL BE EASED TO 1

8"

RADIUS.

REFERENCE POINT, SEE SIGNANGE

SCHEDULE FOR COORDINATES

10 34 "

91 8"

4"

8"

8" CS3

TOP VIEW

23 8"

55 8"

10 34 "

ENGRAVED NUMBERS

OR LETTERS TO

MATCH EXISTING

FONT AND HEIGHT OF

INSTALLATION

ACROSS MCKENNA

ROAD, TYP.

5" 1'

5" DEPTH (MIN) CONCRETE, MEDIUM

BROOM FINISH PERPENDICULAR TO

DIRECTION OF TRAVEL, JOINTS AS

SHOWN, TYP.

3"

SHEET 6" x 6" W3.4 X W3.4 W.W.M.

2" CLEAR FROM BOTTOM, TYP.

FINISH GRADE

12" DEPTH CRUSHED

STONE MADOT M1.02.03

OR M2.01.03 (COMPACTED

TO 95% MIN., SEE SPEC.)

SUBGRADE (COMPACTED

TO 95% MIN., SEE SPEC.)

CG501

TOOLED JOINT W/

SPACING AS SHOWN ON

PLANS; TOOLING SHALL

ALSO OCCUR AROUND

PERIMETER OF

CONCRETE PAVEMENT,

TYP.

3/8"

1/

SL

AB

DE

PT

H, TY

P.

CONTROL JOINTEXPANSION JOINT

3/8"

EXPANSION JOINTS TO

OCCUR 60' O.C. MAX &

AT ALL CURBS, WALLS,

& WHERE SHOWN ON

PLANS AND OTHER

DETAILS.

PREMOULDED

JOINT FILLER

TOOLED JOINT W/

1/4" RADIUS

EDGES AS SHOWN,

TYP.

JOINT SEAL &

BACKER ROD; SEE

SPECIFICATIONS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

BARNSTABLE COUNTY, MASSACHUSETTS

818CM3034

SEPTEMBER 17, 2020 JDS JEB Dwg. of 21

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

MASSACHUSETTS NATIONAL

CEMETERY

IN-GROUND CREMAINSOCMI

(202) 229-0530

AQUA ENGINEERING, INC

(970) 229-9668

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

4501 Daly Drive, Suite 200 Chantilly, VA 20151

(703) 263-1900

MABBETT

(781) 275-6050

ECS MID-ATLANTIC LLC

(703) 471-8400

FARLAND CORP.

(508) 717-3479

9/17/2020 13

SITE DETAILS 1

CG501

1" = 1'-0"

FLOWER WATERING STATION1 1'0 6"3"

3/4" = 1'-0"

FLORAL REGULATIONS DECAL2 1'0 6"3" 3" = 1'-0"

'DO NOT DRINK' SIGN3 0 4"1" 2"

3" = 1'-0"

GRAVESITE GRID MONUMENT4 0 4"1" 2"

6" = 1'-0"

MONUMENT MARKER5 2"0 1"

1" = 1'-0"

GRANITE SECTION MARKER6 1'0 6"3"

1" = 1'-0"

CONCRETE PAVEMENT7 1'0 6"3"

3" = 1'-0"

CONCRETE PAVEMENT JOINTS8 0 4"1" 2"

AutoCAD SHX Text

FLORAL REGULATIONS

AutoCAD SHX Text Cut flowers and temporary containers are permitted at all times. Artificial plants permitted only from October 10 to April 15. Potted plants permitted 10 days before through 10 days after Easter Sunday. Christmas arrangements permitted beginning December 1 and must be removed by January 20. Statues, religious articles, breakable containers, baskets and similar items are not permitted. At no time will items be allowed to be hung from or attached to trees or shrubs. Floral items or decorations are not allowed to be secured to markers. Floral items will be removed when they become faded or unsightly. Unauthorized items will be removed and disposed of.

AutoCAD SHX Text

REGULATIONS

AutoCAD SHX Text

FLORAL

AutoCAD SHX Text

%%UPLAN

%%UPLAN

2"

5"

2" 51 2"

M

AX

2" 23 4"

2"

1 2" 2"

31 2"

3 4"

2"

2"

2"

1" 2"

2"

3'-6"

2' -6

2"

HELVETICA STYLE 2"

HIGH LETTERING

LETTERING TO BE HELVETICA

STYLE 1 1/2" HIGH TO BE

CENTERED HORIZONTAL

(4) #4 GROMMETS AT

CORNERS WITH 1/2" S.S. HEX

BOLTS WITH WASHERS AND

NUTS TO SECURE SIGN

PANELS TO TEMPORARY

CONSTRUCTION FENCE.

ATTACH SIGN TO FENCE MESH

USING LARGE O.D. WASHERS

TO PIN MESH BETWEEN SIGN

AND WASHERS.

WHITE CORRUGATED PLASTIC

BOARD, MIN. 10MIL

THICKNESS, CUT TO SIZE

CENTER TO BE WHITE,

BORDER TO BE BLUE

NOTE: ALL LETTERING SHALL BE

BLACK WITH EXCEPTION OF PROJECT

TITLE WHICH SHALL BE BLUE

1 2"

2"

1 2"

61 2" 2"1"1 2"

1" 1" 2"1"11 2" 1 2"

11 2"

1" 11 2"

2" 5"

1'-6" 1'-6"C.L.

(4) #4 GROMMETS AT

CORNERS WITH 1/2" S.S. HEX

BOLTS WITH WASHERS AND

NUTS TO SECURE SIGN

PANELS TO TEMPORARY

CONSTRUCTION FENCE.

ATTACH SIGN TO FENCE MESH

USING LARGE O.D. WASHERS

TO PIN MESH BETWEEN SIGN

AND WASHERS.

RED

WHITE

BLUEBLUE OUTLINE,

WHITE CENTER

2'

3'

CENTER TO BE WHITE,

BORDER TO BE BLUE

NOTE: ALL LETTERING SHALL BE

BLACK WITH EXCEPTION OF PROJECT

TITLE WHICH SHALL BE BLUE

WHITE CORRUGATED PLASTIC

BOARD, MIN 10MIL

THICKNESS, CUT TO SIZE

8' O.C.

TYP.

1' TY

P.

2' -2

C L

6" 8"

C L

6"

5' -8

TY

P.

8"

2' -2

1' TY

P.

3' -6

M

IN

DISTANCE

BETWEEN

EDGE OF

PAVEMENT

AND FACE OF

GUARDRAIL

VARIES, SEE

LAYOUT PLAN

5' -8

TY

P.

4"

3' -6

M

IN

1' TY

P.

8"

TYP.

2"

8" DIA. TREATED POST, TYP.

GALVANIZED 60d SPIKES,TYP.

4"

TYP.

2" JNT., TYP.

3"X8" TREATED

SPRUCE PLANK,

TYP.; INSTALL

PLANKS IN LENGTHS

OF 16' WHEREVER

POSSIBLE

8" DIA. TREATED POST, TYP.;

FIRST AND LAST POST OF EACH

SECTION TO BE SET BACK 12"

FROM THE GENERAL LINE OF

POSTS

EDGE OF ROADWAY, TYP.

FINISHED GRADE, TYP.

8" DIA. TREATED POST, TYP.;

NOTCH POST TO ACCEPT

SPRUCE PLANKS

3"X8" TREATED SPRUCE PLANK

SECURED TO POST WITH (3)

GALV. 60d SPIKES, TYP.

FINISHED GRADE, TYP.

ROADWAY

PLAN VIEW

ELEVATION VIEW

SECTION VIEW

LAWN TURF, TYP.

CL CL

8' O.C.

TYP.

8' O.C.

TYP.

DISTANCE BETWEEN EDGE

OF PAVEMENT AND FACE OF

GUARDRAIL VARIES, SEE

LAYOUT PLAN

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

BARNSTABLE COUNTY, MASSACHUSETTS

818CM3034

SEPTEMBER 17, 2020 JDS JEB Dwg. of 21

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

MASSACHUSETTS NATIONAL

CEMETERY

IN-GROUND CREMAINSOCMI

(202) 229-0530

AQUA ENGINEERING, INC

(970) 229-9668

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

4501 Daly Drive, Suite 200 Chantilly, VA 20151

(703) 263-1900

MABBETT

(781) 275-6050

ECS MID-ATLANTIC LLC

(703) 471-8400

FARLAND CORP.

(508) 717-3479

9/17/2020 14

SITE DETAILS 2

CG502

1 1/2" = 1'-0"

TEMPORARY CONSTRUCTION SIGN1 8"0 4"2" 1 1/2" = 1'-0"

TEMPORARY SAFETY SIGN2 8"0 4"2"

1/2" = 1'-0"

DECORATIVE GUARD RAIL3 0 1' 2'6"

ALL DETAILS PERTAIN TO ADD ALTERNATE #1 - SEE SITE LAYOUT PLAN

AutoCAD SHX Text

DESIGNED AND SUPERVISED BY: DEPARTMENT OF VETERANS AFFAIRS WASHINGTON D.C.

AutoCAD SHX Text

GENERAL CONTRACTOR

AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text Department of

AutoCAD SHX Text

THIS SPACE FOR CONTRACTORS NAME ONE OR TWO LINES AS REQUIRED

AutoCAD SHX Text Massachusetts

AutoCAD SHX Text National Cemetery

AutoCAD SHX Text

GENERAL CONTRACTOR

AutoCAD SHX Text

WITHOUT A LOST TIME ACCIDENT

AutoCAD SHX Text

DAYS

AutoCAD SHX Text

HAS WORKED

AutoCAD SHX Text

THIS PROJECT

AutoCAD SHX Text

ON SAFETY

AutoCAD SHX Text in

AutoCAD SHX Text

ZERO

AutoCAD SHX Text Department of Veterans Affairs

AutoCAD SHX Text

THE LIFE YOU SAVE MAY BE YOUR OWN

0 0 0

MCKENNA ROAD

LIMIT OF

DISTURBANCE, TYP.

ALL TREES ALONG

COMMITTAL SERVICE

SHELTER ROAD SHALL

REMAIN, TYP.

AR

CA

AR

CA

CA

RE

AR

LAWN SOD, TYP.

ADD ALTERNATE #2:

LANDSCAPE BUFFER PLANTING.

INCLUDES TREES, SHRUBS, AND

ADDITIONAL SOD WITHIN

INDICATED BOUNDARY

ADD ALTERNATE #1:

DECORATIVE WOODEN

GUARDRAIL; SEE NOTES ON SITE

LAYOUT PLAN FOR LANDSCAPE

RESTORATION REQUIREMENTS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

BARNSTABLE COUNTY, MASSACHUSETTS

818CM3034

SEPTEMBER 17, 2020 JDS JEB Dwg. of 21

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

MASSACHUSETTS NATIONAL

CEMETERY

IN-GROUND CREMAINSOCMI

(202) 229-0530

AQUA ENGINEERING, INC

(970) 229-9668

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

4501 Daly Drive, Suite 200 Chantilly, VA 20151

(703) 263-1900

MABBETT

(781) 275-6050

ECS MID-ATLANTIC LLC

(703) 471-8400

FARLAND CORP.

(508) 717-3479

9/17/2020 15

SITE PLANTING PLAN

10 5 10 15 2020 0

Scale: 1" = 20'

LP101

LEGEND

MAJOR CONTOUR

MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

NOTES:

1. SEE SHEET LP501 FOR PLANTING SCHEDULE AND

DETAILS.

2. SEE SPECIFICATIONS FOR SOD REQUIREMENTS.

IN-GROUND CREMAIN PLOT (IGC)

LAWN SOD

DECIDUOUS TREES

EVERGREEN TREES

3/4

LP501

3/5

LP501

SHRUBS 2/3

LP501

LIMIT OF DISTURBANCE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

BARNSTABLE COUNTY, MASSACHUSETTS

818CM3034

SEPTEMBER 17, 2020 JDS JEB Dwg. of 21

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

MASSACHUSETTS NATIONAL

CEMETERY

IN-GROUND CREMAINSOCMI

(202) 229-0530

AQUA ENGINEERING, INC

(970) 229-9668

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

4501 Daly Drive, Suite 200 Chantilly, VA 20151

(703) 263-1900

MABBETT

(781) 275-6050

ECS MID-ATLANTIC LLC

(703) 471-8400

FARLAND CORP.

(508) 717-3479

9/17/2020 16

LANDSCAPE DETAILS &

PLANTING SCHEDULE

LP501

STAKE

TREE TRUNK

STAKESTAKE

PLAN

VIEW

STRAPS. ENCASE STRAPS AROUND TRUNK

DRIVEN IN ON AN SLIGHT ANGLE.

STAKES TO BE OUTSIDE OF ROOT BALL.

3 PER TREE. STAKES TO BE SAME HEIGHT,

IN REINFORCED RUBBER HOSE ABOVE

FIRST BRANCH. SECURE GUYING STRAPS

3" Ø x 8'-0" CEDAR STAKES, 4" HT. PLANTING MIX SAUCER

WITH GALV. OR CADMIUM-PLATED TURNBUCKLES.

PERIMETER OF MOUND TO DEPTH SHOWN.

COMPACTED 92%; TRENCH AROUND

UNDISTURBED NATIVE SOIL DRAINAGE MOUND

AMENDED PLANTING MIX, COMPACTED

3" DEPTH HARDWOOD MULCH;

PULL MULCH AWAY FROM TRUNK

(SEE SPEC.)

2'-0"

TYP.

1' -0

F.G.

TO STAKE. NOTCH STAKE TO RECEIVE

ATTACH FABRIC MATERIAL GUYING STRAPS

NOTES:

CONTRACTOR TO REMOVE GUYING TWO (2)

GROWING SEASONS AFTER INSTALLATION.

BOTTOM OF TREE TRUNK AFTER BACKFILLING

TOP 1/3 OF BALL ROOT. IF PLASTIC WRAP OR

BUT BEFORE MULCHING. REMOVE BURLAP FROM

TREATED BURLAP IS USED, COMPLETELY REMOVE

MUST BE REMOVED. CUT ROPE SURROUNDING

ANY WIRE CAGING OR SIMILAR MATERIAL

THESE MATERIALS.

SECTION

VIEW

N.T.S.

DECIDUOUS TREE PLANTING4

TREE SHALL BE PLUMB & STRAIGHT; TREES

2-1/2" CALIPER & LARGER SHALL BE

STAKED & GUYED AS SHOWN BELOW.

SET PLANT SO THAT THE ROOT CROWN IS 1"

HIGHER THAN THE SURROUNDING GRADE.

THIN BRANCHES & FOLIAGE AS DIRECTED (SEE

SPECS) WHILE RETAINING NORMAL SHAPE OF

TREE. NEVER CUT A LEADER.

NOTES:

1. TREE SHALL BEAR SAME RELATIONSHIP

TO FINISH GRADE AS IN THE NURSERY.

2. NEVER CUT A LEADER

3. TREE SHALL BE PLUMB & STRAIGHT

INSTALL 3 GUYS PER TREE EQUALLY SPACED

AROUND ROOTBALL. ATTACH 1

8" GALV. STEEL

CABLES @ 23 HEIGHT OF TREE. PROVIDE

REINFORCED RUBBER HOSE TO ENCASE CABLE

AROUND TRUNK. SECURE ALL ENDS OF CABLE

W/GALV. CLAMPS

4" GALV. TURNBUCKLE EA. CABLE

3" Ø X 2'-0" CEDAR STAKES, 3 PER TREE,

DRIVEN IN AT A 25° ANGLE STAKES TO BE

OUTSIDE OF TREE PIT.

3" HT. PLANTING MIX SAUCER

3" DEPTH PINE BARK MULCH; PULL MULCH

AWAY FROM TRUNK.

AMENDED PLANTING MIX, COMPACTEDREMOVE WIRE BASKET COMPLETELY. CUT ROPE

SURROUNDING BOTTOM OF TREE TRUNK AFTER BACK

FILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP.

NATIVE SOIL DRAINAGE MOUND,

COMPACTED TO 92%

UNDISTURBED SUBGRADE

F.G.

TREE PIT MINIMUM

WIDTH TO BE 2X

WIDTH OF ROOT BALL

PLAN VIEW

NOTES:

1. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE ALL PLANTING SHOWN ON THE

DRAWINGS. WHERE DISCREPANCIES EXIST BETWEEN THE PLANS AND THE LANDSCAPE SCHEDULE, THE PLANS SHALL TAKE PRECEDENCE.

2. ALL DISTURBED AREAS TO BE SODDED LAWN.

3. CONTRACTOR SHALL VERIFY POTENTIAL UTILITY CONFLICTS PRIOR TO STAKING. ALL UTILITY LINES DAMAGED BY THE INSTALLATION OF

PLANT MATERIAL SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER.

4. SEE LANDSCAPE PLANS FOR EXISTING TREES TO REMAIN.

N.T.S.

LANDSCAPE SCHEDULE1

PLANT LIST

SYM. QTY.