36C24119R0104-0005007.pdf

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631-17-002 Exterior Site Improvements
Solicitation number
36C24119R0104
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36C24119R0104 0005 631-17-002_04-Signage Plans.pdf

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#14

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SIGN DESIGNATION

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SIGN TABULATION (PROPOSED SITEWIDE)

PLAN SYMBOL SERIES (US DEPT OF VA) SERIES (MUTCD) SIZE QTY. MESSAGE

A EN-10.01 R1-1 30"X30" 26 STOP

B EN-10.02 R5-1 30"X30" 9 DO NOT ENTER

C EN-10.06 R6-2L 24"X30" 2

ONE WAY (LEFT)

D EN-10.06 R6-2R 24"X30" 5

ONE WAY (RIGHT)

E EN-10.09 W11-2A 30"X30" 13 PEDESTRIAN CROSSING

F -- W16-7P 24"X12" 11 DOWNWARD DIAGONAL ARROW

G -- W16-9P 24"X12" 2 AHEAD

H -- R1-5 36"X36" 2 YIELD HERE TO PEDESTRIANS

I EN-10.05 R4-7 24"X30" 1 KEEP RIGHT

J PL-12.03 -- 18"X12" 2 NO PARKING BEYOND THIS POINT

K PL-12.03 -- 18"X12" 4 MOTORCYCLE PARKING

L PL-12.04 -- 18"X12" 11 HANDICAPPED PARKING ONLY

M PL-12.04 -- 18"X12" 2 HANDICAPPED ACCESS

N PL-12.04 -- 18"X12" 2 HANDICAPPED VAN ACCESSIBLE

P PL-12.05 -- 24"X24" 2 HANDICAPPED PARKING ONLY

R PL-12.02 -- 36"X24" 13 NOTICE - VEHICLES TOWED

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100' CITY OF NORTHAMPTON

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AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

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CONSULTANTS:

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AutoCAD SHX Text Office of Construction and Facilities Management

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DANIEL J. WITCZAK, P.E.

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#22

FRONT HILL ROAD

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SIGN DESIGNATION

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SIGN TABULATION (PROPOSED SITEWIDE)

PLAN SYMBOL SERIES (US DEPT OF VA) SERIES (MUTCD) SIZE QTY. MESSAGE

A EN-10.01 R1-1 30"X30" 26 STOP

B EN-10.02 R5-1 30"X30" 9 DO NOT ENTER

C EN-10.06 R6-2L 24"X30" 2

ONE WAY (LEFT)

D EN-10.06 R6-2R 24"X30" 5

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E EN-10.09 W11-2A 30"X30" 13 PEDESTRIAN CROSSING

F -- W16-7P 24"X12" 11 DOWNWARD DIAGONAL ARROW

G -- W16-9P 24"X12" 2 AHEAD

H -- R1-5 36"X36" 2 YIELD HERE TO PEDESTRIANS

I EN-10.05 R4-7 24"X30" 1 KEEP RIGHT

J PL-12.03 -- 18"X12" 2 NO PARKING BEYOND THIS POINT

K PL-12.03 -- 18"X12" 4 MOTORCYCLE PARKING

L PL-12.04 -- 18"X12" 11 HANDICAPPED PARKING ONLY

M PL-12.04 -- 18"X12" 2 HANDICAPPED ACCESS

N PL-12.04 -- 18"X12" 2 HANDICAPPED VAN ACCESSIBLE

P PL-12.05 -- 24"X24" 2 HANDICAPPED PARKING ONLY

R PL-12.02 -- 36"X24" 13 NOTICE - VEHICLES TOWED

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AutoCAD SHX Text one quarter inch = one foot

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DANIEL J. WITCZAK, P.E.

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MA# 53668

AutoCAD SHX Text 9/27/2018

AutoCAD SHX Text Witczak

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AutoCAD SHX Text VA Medical Center Northampton

AutoCAD SHX Text Leeds, MA

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VAPAHCS PLANNING AND ENGINEERING

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R

KEY MAP

1"=1,000'

A

SIGN

SIGN DESIGNATION

SITE SYMBOL - IMPROVEMENTS

SIGN TABULATION (PROPOSED SITEWIDE)

PLAN SYMBOL SERIES (US DEPT OF VA) SERIES (MUTCD) SIZE QTY. MESSAGE

A EN-10.01 R1-1 30"X30" 26 STOP

B EN-10.02 R5-1 30"X30" 9 DO NOT ENTER

C EN-10.06 R6-2L 24"X30" 2

ONE WAY (LEFT)

D EN-10.06 R6-2R 24"X30" 5

ONE WAY (RIGHT)

E EN-10.09 W11-2A 30"X30" 13 PEDESTRIAN CROSSING

F -- W16-7P 24"X12" 11 DOWNWARD DIAGONAL ARROW

G -- W16-9P 24"X12" 2 AHEAD

H -- R1-5 36"X36" 2 YIELD HERE TO PEDESTRIANS

I EN-10.05 R4-7 24"X30" 1 KEEP RIGHT

J PL-12.03 -- 18"X12" 2 NO PARKING BEYOND THIS POINT

K PL-12.03 -- 18"X12" 4 MOTORCYCLE PARKING

L PL-12.04 -- 18"X12" 11 HANDICAPPED PARKING ONLY

M PL-12.04 -- 18"X12" 2 HANDICAPPED ACCESS

N PL-12.04 -- 18"X12" 2 HANDICAPPED VAN ACCESSIBLE

P PL-12.05 -- 24"X24" 2 HANDICAPPED PARKING ONLY

R PL-12.02 -- 36"X24" 13 NOTICE - VEHICLES TOWED

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AutoCAD SHX Text Date

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AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

DANIEL J. WITCZAK, P.E.

AutoCAD SHX Text

MA# 53668

AutoCAD SHX Text 9/27/2018

AutoCAD SHX Text Witczak

AutoCAD SHX Text Peters

AutoCAD SHX Text VA Medical Center Northampton

AutoCAD SHX Text Leeds, MA

AutoCAD SHX Text

AutoCAD SHX Text 631-17-002

AutoCAD SHX Text

AutoCAD SHX Text

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VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

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R

Feet 0 30 60

KEY MAP

1"=1,000'

A

SIGN

SIGN DESIGNATION

SITE SYMBOL - IMPROVEMENTS

SIGN TABULATION (PROPOSED SITEWIDE)

PLAN SYMBOL SERIES (US DEPT OF VA) SERIES (MUTCD) SIZE QTY. MESSAGE

A EN-10.01 R1-1 30"X30" 26 STOP

B EN-10.02 R5-1 30"X30" 9 DO NOT ENTER

C EN-10.06 R6-2L 24"X30" 2 ONE WAY (LEFT)

D EN-10.06 R6-2R 24"X30" 5 ONE WAY (RIGHT)

E EN-10.09 W11-2A 30"X30" 13 PEDESTRIAN CROSSING

F -- W16-7P 24"X12" 11 DOWNWARD DIAGONAL ARROW

G -- W16-9P 24"X12" 2 AHEAD

H -- R1-5 36"X36" 2 YIELD HERE TO PEDESTRIANS

I EN-10.05 R4-7 24"X30" 1 KEEP RIGHT

J PL-12.03 -- 18"X12" 2 NO PARKING BEYOND THIS POINT

K PL-12.03 -- 18"X12" 4 MOTORCYCLE PARKING

L PL-12.04 -- 18"X12" 11 HANDICAPPED PARKING ONLY

M PL-12.04 -- 18"X12" 2 HANDICAPPED ACCESS

N PL-12.04 -- 18"X12" 2 HANDICAPPED VAN ACCESSIBLE

P PL-12.05 -- 24"X24" 2 HANDICAPPED PARKING ONLY

R PL-12.02 -- 36"X24" 13 NOTICE - VEHICLES TOWED

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

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DANIEL J. WITCZAK, P.E.

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MA# 53668

AutoCAD SHX Text 9/27/2018

AutoCAD SHX Text Witczak

AutoCAD SHX Text Peters

AutoCAD SHX Text VA Medical Center Northampton

AutoCAD SHX Text Leeds, MA

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VA FORM 08-6231

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DANIEL J. WITCZAK, P.E.

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MA# 53668

AutoCAD SHX Text 9/27/2018

AutoCAD SHX Text Witczak

AutoCAD SHX Text Peters

AutoCAD SHX Text VA Medical Center Northampton

AutoCAD SHX Text Leeds, MA

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AutoCAD SHX Text 631-17-002

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VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

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2 1 /2"

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VA FORM 08-6231

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DANIEL J. WITCZAK, P.E.

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MA# 53668

AutoCAD SHX Text 9/27/2018

AutoCAD SHX Text Witczak

AutoCAD SHX Text Peters

AutoCAD SHX Text VA Medical Center Northampton

AutoCAD SHX Text Leeds, MA

AutoCAD SHX Text

AutoCAD SHX Text 631-17-002

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AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

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CS132

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NTS

AutoCAD SHX Text MATERIALS: 1. PERFORATED POSTS SHALL BE SQUARE TUBE FORMED FROM PERFORATED POSTS SHALL BE SQUARE TUBE FORMED FROM 0.105 U.S.S. GAUGE ASTM A-366 COLD ROLLED CARBON STEEL. THE SQUARE TUBES SHALL BE WELDED DIRECTLY IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING OR EQUAL. THE POSTS SHALL BE EXTERNALLY SCARFED TO AGREE WITH STD. CORNER RADII OF 5/32" [4mm] TO 1/64" [.3mm]. 2. PERFORATED POSTS SHALL BE GALVANIZED TO CONFORM TO PERFORATED POSTS SHALL BE GALVANIZED TO CONFORM TO ASTM A-525. COATING DESIGNATION G-90. 3. ALL HARDWARE SHALL CONFORM TO ASTM A-307 CLASS A. ALL HARDWARE SHALL CONFORM TO ASTM A-307 CLASS A. 4. ALL HARDWARE SHALL BE GALVANIZED TO CONFORM TO ASTM ALL HARDWARE SHALL BE GALVANIZED TO CONFORM TO ASTM A-153 OR CADMIUM PLATED TO CONFORM TO ASTM A-165. 5. ALL CONCRETE SHALL BE 2500 PSI.ALL CONCRETE SHALL BE 2500 PSI.

AutoCAD SHX Text NOTES: : 1. FOUNDATION WILL BE CONSTRUCTED WITH 1 3/4"x1 3/4" FOUNDATION WILL BE CONSTRUCTED WITH 1 3/4"x1 3/4" STARTER SIGN POST. STARTER SIGN POST SHALL BE REMOVED AFTER CONCRETE HAS SET AND EXPOSED SQUARE TUBING WRAPPED AND SEALED WITH DUCT TAPE. 2. FOUNDATION LOCATED 1' FROM EDGE OF PAVEMENT. FOUNDATION LOCATED 1' FROM EDGE OF PAVEMENT. 3. FOUNDATION LOCATION TO BE APPROVED BY ENGINEERING. FOUNDATION LOCATION TO BE APPROVED BY ENGINEERING. 4. POST FOUNDATIONS SHALL BE PERPENDICULAR TO THE POST FOUNDATIONS SHALL BE PERPENDICULAR TO THE PAVED SURFACE. 5. BOLT WITH NUT AND LOCK WASHER TO BE 7/16"x3" BOLT WITH NUT AND LOCK WASHER TO BE 7/16"x3" GALVANIZED. 6. REFER TO SIGN POST LOCATION DETAIL, DETAIL 4, THIS REFER TO SIGN POST LOCATION DETAIL, DETAIL 4, THIS SHEET FOR INSTALLATION LOCATION.

AutoCAD SHX Text 7/16" [10mm] HOLE DIAMETER SPACED AT 1" [25mm] 0.C.

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EXPANSION MATERIAL TYP. IN CONCRETE AREAS.

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FINISH WITH LANDSCAPE MATERIAL.

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FINISHED GRADE

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SIGN POST DETAIL SQUARE TUBE FOUNDATION

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AutoCAD SHX Text 2"x2" [50x50mm] PERFORATED POST

AutoCAD SHX Text 2 1/4"x2 1/4" [57x57mm] PERFORATED POST

AutoCAD SHX Text 1 3/4"x1 3/4" [40x40mm] PERFORATED POST

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04_Signage_Plan-CS127 Signage Plan 'A'
Sheets and Views
04_Signage_Plan-CS127 Signage Plan 'A'
04_Signage_Plan-CS128 Signage Plan 'B'
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04_Signage_Plan-CS128 Signage Plan 'B'
04_Signage_Plan-CS129 Signage Plan 'C'
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04_Signage_Plan-CS129 Signage Plan 'C'
04_Signage_Plan-CS130 Signage Plan 'D'
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CS130 Signage Plan 'D'
04_Signage_Plan-CS131 Signage Details 'A'
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04_Signage_Plan-CS131 Signage Details 'A'
04_Signage_Plan-CS132 Signage Details 'B'
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04_Signage_Plan-CS132 Signage Details 'B'

File details come from the government source that posted it. Updated .