0002_Site_MAP_for_Propane_Gas_Delivery.pdf

PDF 2 MB Posted Aug 12, 2019

Attached to: PROPANE GAS DELIVERY & PROPANE TANK INSTALLATION
Solicitation number: W15QKN-19-Q-1269
Issued by: Department of the Army Materiel Command Contracting Command Picatinny Arsenal

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Site MAP for Propane Gas Delivery

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File	Type	Posted
Q&A_-_Fort_Devens_Propane_W15QKN19Q1269.docx	DOCX document	Aug 20, 2019
SOLICITATION_-_W15QKN-19-Q-1269_(Released).pdf	PDF	Aug 12, 2019
0001_Specification_Propane_Gas_Fort_Devens.pdf	PDF	Aug 12, 2019

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MA Route 2

4224-4229

RB005

RE005

FBI05

RV005

SHW01

Harvard Road

Bivouac Road

D ix ie R oa d

AttuRoad

Old Turnpike

Road

S hi rle y

R oa d

Ja ck so n

Ro ad

Ponakin R oad

Fi re br ea k R oa d

Tra inf ire R oa d

MA Route 2A/Fitchburg Road

Legend Building Paved Main Road Installation Boundary

Prepared by R. Spencer, 7 November 2016

FORT DEVENS

PROPANE TANK LOCATIONS

Directorate of Public Works Devens Reserve Forces Training Area

30 Quebec Street Box 10 Devens, MA 01434-4479

MA Route 2

MA Route 2A

Airfield

South Post

Airfield

JACKSON ROAD

O H

OHW

W W

8.0' 8.0'

9.0'(TYP.)

6.0

.0'

8.0'

6.0

PROP. ACCESSIBLE

PARKING SIGN IN

SIGN BOLLARD

PROP.

ACCESSIBLE

RAMP (TYP.)

PROP. VAN

ACCESSIBLE

PARKING

SPACE (TYP.)

PROP. VAN

ACCESSIBLE

ACCESS AREA19

3'R

PROP. EOP

3'R

30'R

100'R

PROP. H20

RATED

HANDHOLE

PROP. BIT.

CONC.

SIDEWALK

(TYP.)

PROP. VERT.

GRANITE CURB

(TYP.)

PROP. EOP

PROP. CONC.

MECHANICAL PAD

TRANSFORMER

MECH. PAD

GENERATOR

PROP. PROPANE TANKS ON

CONC. PAD W/ 6' HT. FENCED

ENCLOSURE (SEE MEP PLAN

A-4.03)

PROP. STRIPED AREA

LIMIT OF PROP.

EDGE OF PVMT.

EX.CANNON

DISPLAY AREA

AND FLAGPOLES

(TO REMAIN)

PROP. BIT. SIDEWALK (TYP.)

PROP. 12' WIDE

ASPHALT

ENTRANCE

DRIVE

LIMIT OF PROP.

GRANITE CURB

PROP. PAVEMENT

PROP. BIT. CONC.

PAVEMENT

PROP. 4' CONC.

BLDG. APRON

FRONT & REAR

PROP. 4' CONC.

BLDG APRON

FRONT/REAR

PROP.

BOLLARD

(TYP.)

PROP. GFGI

CONC.

BARRIERS

PROP. SITE

SIGN FOR

RANGE

CONTROL

BUILDING

3'R

PROP.

BLDG EAVE

PROP. SHADE TREE

(TYP.) (SIZE AND TYPE

TO BE COORDINATED.

WITH DEVENS DPW)

PROPOSED RANGE CONTROL

BUILDING

FF=250.50

AREA=4,117 SF

LIMIT OF PROP.

GRANITE CURB

PROP. " RIGHT

TURN ONLY" SIGN

PROP. " STOP"

SIGN AND STOP

BAR

REMOVE AND

RESET CONC.

BARRIERS

PROP. "NO

U-TURN" SIGN

PROP. " STOP"

SIGN AND STOP

BAR

PROP. 1' CONC.

BLDG. APRON

SIDES

.5'

.0'

EXIST. BOLLARDS

(TO REMAIN)

5'-0"

APPROX. LIMIT OF WORK

1"= 20'

0 2051020

S tre et F ra m in gh am , M

w w w

.s am io te s.

co m

I #

Louisville District of Engineers US Army Corps

1 2 3 4 5 6 7 8

SHEET

IDENTIFICATION:

, M A

, K

C-2.00

U T

LEGEND:

PROPOSED STREET SIGN

PROPOSED STRIPING

PROPOSED STOP BAR

NOTES AND SPECIFICATIONS

1. ALL SURVEY INFORMATION OF EXISTING CONDITIONS, INCLUDING BUT NOT

LIMITED TO PROPERTY LINES, FENCES, PAVING, OVERHEAD WIRES, ETC. ARE

BASED ON THE ON A SURVEY BY SAMIOTES CONSULTANTS INC. AS DEPICTED

EXISTING SITE PLAN. ALL SUCH INFORMATION IS APPROXIMATE AND THE

CONTRACTOR IS RESPONSIBLE TO SURVEY AND FIELD VERIFY SUCH

INFORMATION PRIOR TO CONSTRUCTION. CONSTRUCTION DELAYS AND/OR

OTHER DAMAGES RESULTING FROM DISCREPANCIES BETWEEN INFORMATION

PROVIDED AND ACTUAL EXISTING CONDITIONS WILL BE AT NO ADDITIONAL

COST TO THE OWNER.

2. THE CONTRACTOR SHALL NOTIFY AND COORDINATE ALL WORK WITH THE

RESPECTIVE UTILITY COMPANIES 48 HOURS PRIOR TO CONSTRUCTION.

3. THE CONTRACTOR SHALL REGISTER WITH "DIG SAFE" AT (888) DIG-SAFE, 72

HOURS PRIOR TO CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY

TO MAINTAIN "DIG SAFE" REGISTRATION AND "DIG SAFE" MARKINGS.

4. ALL WASTE MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL

FEDERAL, STATE AND MUNICIPAL REGULATIONS.

5. ALL WORK SHALL COMPLY WITH FEDERAL, STATE AND MUNICIPAL REGULATIONS

AND STANDARDS.

6. THE CONTRACTOR SHALL HAVE THE PROPER LICENSES AS REQUIRED BY THE

STATE AND ANY OTHER GOVERNING AGENCIES.

7. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL BUILDINGS AT NO

ADDITIONAL COST TO THE OWNER.

8. THE CONTRACTOR SHALL MAINTAIN APPROPRIATE DETOUR SIGNS WHEN

WORK WILL IMPEDE TRAFFIC FLOW.

9. ALL UTILITY RIMS SHALL BE ADJUSTED TO MEET FINAL GRADE AND SHALL

CONFORM WITH THE CONSTRUCTION STANDARDS OF THE RESPECTIVE UTILITY

COMPANY.

10. FILL SHALL BE PLACED IN NO GREATER THAN 6" LIFTS AND COMPACTED TO AT

LEAST 95% OF MAXIMUM COMPACTION.

11. BITUMINOUS CONCRETE PAVING BASE COURSE (AGGREGATE BASE COURSE) IN

EXISTING, FULL DEPTH PAVING AREAS AND NON-PAVED AREAS SHALL

CONFORM TO M1.03.0 TYPE b, OF THE MASSACHUSETTS DEPARTMENT OF

TRANSPORTATION - HIGHWAY DIVISION STANDARD SPECIFICATIONS FOR

HIGHWAYS AND BRIDGES: MassDOT - HIGHWAY STANDARD SPECIFICATIONS

LATEST EDITION, WITH LESS THAN 8% BY WEIGHT PASSING THE NO. 200 SIEVE

AND SHALL BE PLACED IN A MAXIMUM OF 6" THICK LIFTS.

12. BITUMINOUS CONCRETE PAVING SHALL CONFORM TO AASHTO M 20, M 81, AND

M 140, ASTM D 1557; MASSACHUSETTS DEPARTMENT OF TRANSPORTATION -

HIGHWAY DIVISION STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES:

MassDOT - HIGHWAY STANDARD SPECIFICATIONS LATEST EDITION

SPECIFICATIONS SECTIONS 460 (CLASS I) AND 405.

13. BITUMINOUS MATERIAL FOR TACK COAT SHALL BE CUT-BACK ASPHALT

(RAPID-CURING TYPE) CONFORMING TO AASHTO M81, GRADE RC-70 OR RC-250.

14. CEMENT CONCRETE SHALL CONFORM TO ACI SPECIFICATION 3I6, AND ASTM A

616 AND D 1557.

15. ADA AND MAAB COMPLIANCE

A. SPECIAL ATTENTION IS TO BE GIVEN TO COMPLIANCE WITH THE AMERICANS

WITH DISABILITIES ACT (ADA) AND THE REQUIREMENTS OF THE

MASSACHUSETTS ARCHITECTURAL ACCESS BOARD (MAAB)

a. SLOPES: ALL WALKWAYS AS DEFINED BY SECTION 22.1 OF 521 CMR

SHALL BE GRADED TO A MAXIMUM 4.5%. THE CROSS PITCH (PERPENDICULAR

TO TRAVEL) FOR ALL WALKWAYS AND PATHS SHALL BE CONSTRUCTED AT 1.5%.

THE SLOPE OF ALL RAMPS AND SIDE SLOPES OF HANDICAP CURB CUTS AS

DEFINED BY SECTION 21.1 OF 521 CMR SHALL BE CONSTRUCTED AT 7%

MAXIMUM. RAMPS AS DEFINED IN SECTION 24.1 OF 521 CMR SHALL BE

CONSTRUCTED TO A MAXIMUM SLOPE OF 7%.

b. THE CONTRACTOR IS TO ASSUME THAT ALL GRADES IN PEDESTRIAN

PATHS OF TRAVEL SHALL BE VERIFIED/CHECKED WITH A 2-FOOT ELECTRONIC

"SMART LEVEL".

c. A 5'-0" MINIMUM LEVEL (1.5% SLOPE) AREA SHALL BE PROVIDED AT ALL

FLUSH ENTRANCES TO BUILDINGS. PUDDLING OF WATER AT THE ENTRANCES

WILL NOT BE ALLOWED.

B. THE ABOVE REQUIREMENTS SHALL SUPERSEDE THE GRADES SHOWN ON

THE PLANS. IF THESE REQUIREMENTS CANNOT BE MET WITH THE GRADES

SHOWN ON THE PLANS, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY

FOR DIRECTION.

16. THE CONTRACTOR SHALL EFFECT A SMOOTH TRANSITION IN LANDSCAPED

AREAS BETWEEN THE EXISTING GROUND AND THE PROPOSED GRADE.

17. NEW PAVEMENT SHALL TIE INTO EXISTING PAVEMENT WITH A SMOOTH

TRANSITION. THE EXISTING PAVEMENT SHALL BE SAW CUT.

18. CONCRETE SIDEWALK SHALL BE NON-REINFORCED. CONCRETE SHALL BE

"CLASS D" IN ACCORDANCE WITH SECTION M4.02.00 OF THE MASSACHUSETTS

DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION STANDARD

SPECIFICATIONS FOR HIGHWAYS AND BRIDGES: MassDOT - HIGHWAY STANDARD

SPECIFICATIONS LATEST EDITION , WITH 620 LBS. OF PORTLAND CEMENT, 6% ±

1% AIR ENTRAINMENT IN PLACE.

PROPOSED CURB

PROPOSED PAVEMENT

ALL DISTURBED LANDSCAPE

AREAS TO BE HYDROSEEDED

CIRCULATION PLAN

NTS

CONTRACTOR TO OBTAIN ANY AND ALL

NECESSARY PERMITS AND

AUTHORIZATIONS FOR THE

REALIGNMENT OR RECONFIGURATION

OF SEWER LINES, WATER LINES,

ELECTRICAL LINES, STORM DRAINS

AND UTILITIES, AS NEEDED FOR

THE RELOCATION AND CONSTRUCTION

OF THE PROPOSED BUILDING,

LANDSCAPE AND INFRASTRUCTURE.

R R

-5

Louisville District of Engineers US Army Corps

1 2 3 4 5 6 7 8

SHEET

IDENTIFICATION:

T D

N U

C O

N O

, M A

B Y:

D W

N B

D B

: A N

C R

O N

K D

N D

INTERIM DESIGN SUBMITTAL

D R

G C

O D

N N

2Q R

-1 8-

R -0

, K

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