666-17-104_04_Site_Part2.pdf

PDF 12 MB Posted

Attached to
Z2DA-- Resurface Road and Parking Phase 3 - 666-22-123
Solicitation number
36C25923R0039
Issued by

About this file

Written by GovTribe AI ·

This document outlines a federal contract opportunity for resurfacing road and parking services. The solicitation number is 36C25923R0039 and is being issued by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 19 for its Z2DA project. The opportunity type is a solicitation to resurface roads and parking areas on base as part of Phase 3 of the Z2DA project. Products and services required include resurfacing existing roads and parking lots. The response due date and anticipated award date were not provided in this document. Pricing and payment terms were also not specified.

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Other files

File Type Posted
Amendment 0008 - 36C25923R0039.docx DOCX document
Amendment 8 - Site Improvement Plan-AsBuilt-CS131 Site Improvement Plan D.pdf PDF
Amendment 0007 - 36C25923R0039.docx DOCX document
Amendment 0006 - 36C25923R0039.docx DOCX document
Amendment 0005 - 36C25923R0039.docx DOCX document
Amendment 0005 - 36C25923R0039 - CS215.pdf PDF
Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 107 thru 121_Part6.pdf PDF
Amendment 0005 - 36C25923R0039 - CS214.pdf PDF
Amendment 0005 - 36C25923R0039.docx DOCX document
Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 131 thru 139.pdf PDF
Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 107 thru 121_Part2.pdf PDF
Amendment 0005 - 36C25923R0039 - CS216.pdf PDF
Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 107 thru 121_Part1.pdf PDF
Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 107 thru 121_Part5.pdf PDF
Amendment 0005 - 36C25923R0039 - CS217.pdf PDF
Amendment 0005 - 36C25923R0039 - CS213.pdf PDF
Amendment 0005 - 36C25923R0039 - CS212.pdf PDF
Amendment 0005 - 36C25923R0039 - CS211.pdf PDF
Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 107 thru 121_Part3.pdf PDF
Amendment 0004 - 36C25923R0039.docx DOCX document
Amendment 0003 - 36C25923R0039.docx DOCX document
Amendment 0002 - 666-17-104_01_Title-Notes.pdf PDF
Amendment 0001 - 36C25923R0039.docx DOCX document
Amendment 0002 - 666-17-104_02_Phasing.pdf PDF
Amendment 0002 - 36C25923R0039.docx DOCX document
Amendment 0001 - 36C25923R0039.docx DOCX document
36C25923R0039_1.docx DOCX document
666-17-104_03_Existing_Part1.pdf PDF
666-17-104_17_Details.pdf PDF
666-17-104_07_Spotgrades_Part1.pdf PDF
666-17-104_07_Spotgrades_Part2.pdf PDF
666-17-104_06_Grading_Part1.pdf PDF
666-17-104_15_Erosion_Part1.pdf PDF
666-17-104_03_Existing_Part2.pdf PDF
12-13-22 - NEW - Calculation Worksheet for Self-Performed and Subcontracted Work.docx DOCX document
666-17-104_14_Lighting.pdf PDF
666-17-104_15_Erosion_Part2.pdf PDF
666-17-104_10_Profiles.pdf PDF
Wage Determination.pdf PDF
666-17-104_06_Grading_Part2.pdf PDF
666-17-104_03_Existing_Part3.pdf PDF
666-17-104_04_Site_Part1.pdf PDF
P11_6B 666-17-104 Final Specifications.pdf PDF
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X

X

X X

X X

X

X X

X

NAVY LANE24" CONF.

X X

X X

X X

X X

X X

X X

X

BLDG

LP-75

12" CONF.

30" DECD.

4" DECID.

BLDG

BLDG

BLDG

NA

VY

LA

NE

CONC.

WALL

CHAINLINK

FENCE

GATE

LP-76

LP-78

8"

DECD.

8"

DECD.

8"

DECD.

8"

DECD.

8"

DECD.

LP-77

(3) BOLLARDS

W/ RAILING

24"

CONF.

LP

LP

(2) BOLLARDS

W/ RAILING

6"

DECD.

NAVY LANE

PARKING LOT 15

CHAINLINK

FENCE

LP-66

LP

20"

DECD.

2"

DECD.

2"

DECD.

18"

DECD.

20"

DECD.

12"

DECD.

LP

16"

CONF.

LP

18"

CONF.

12"

CONF.24"

CONF.

12"

CONF.

24" CONF.

18" CONF.

16" CONF.

20" CONF.30"

CONF.

30"

CONF.

24"

CONF.

24"

CONF.20"

CONF.LP

LP

LP

(4) BOLLARDS

LP-79

STEEL

LID

TWS

TWS

(3)VISITOR PARKING SIGN

HANDICAPPED PARKING

SIGN

VISITOR

PARKING

SIGN

HC

PARKING

SIGN

NO WEAPONS SIGN

BLDG 4

SIGN

BLDG 5

SIGN

BLDG 6

SIGN

GOV. & EMERG.

VEH. ONLY

SIGN

DIRECTORY

SIGN

ONE WAY,

NO WEAPONS SIGNS

BLDG 61

SIGN

PED CROSSING

SIGN

BUILDING

87 SIGN

DIRECTORY

SIGN

Q

K

(2 6 P

AR

KI

NG

S

PA

CE

S)

(1 0 P

AR

KI

NG

S

PA

CE

S)

ADA

PARKING

SIGN(6)

21.0'[6.4m]

18.0' [5.5m]

.0'

[6.

1m

21.0' [6.4m]

C

C LP

LP

9.0

[2.

7m

9.0

[2.

7m

R=30' [9.1m]

R=30' [9.1m]

R=30' [9.1m]

PED.

CROSSING

SIGN

STA: 94+96.77

N: 905476.50 E: 402374.69

STA: 100+00.00

N: 905482.07 E: 402291.10N3

°5 6'4

3" E

6.7

5'

N60°12'08"W

162.65'

N86°11'16"W 252.56'

L=139. 95

R=125.00

L=97.58R=62.00

L=

.0

R =6

3 .

5 0

L=63.57

R=60.00

N82°26'39"E 45.10'

N3 °5

3'3 5"

E

0.8 0'

N86°11'16"W 252.56'

N3 °5

3'3 5"

E

.94 ' N3°48'44"E

54.98'

14.0' [4.3m]

.0'

[7m

SWCT

CROSSWALK

SIGN1

6 1

45°

R=75' [22.9m]

R=68' [20.6m]

AC PVMT ROADWAY

RECONSTRUCTION

W/ REPLACED SUBBASE

(APPROX 24,901 SF)

AC PVMT PARKING LOT

RECONSTRUCTION

W/ REPLACED SUBBASE

(APPROX 4,289 SF)

CONC. VALLEY GUTTER

(3' WIDE)

(APPROX 330 LF)

W/ REPLACED SUBBASE

REPLACE CONC SW

(APPROX 20 SF)

TYPE C CURB & GUTTER

(APPROX 205 LF)

CONC SW, ADA

RAMP & DWS

(APPROX 237 SF)

CONC SW, ADA RAMP

AND DWS (APPROX 192 SF)

TYPE C CURB & GUTTER

(APPROX 267 LF)

INSTALL DWS ON

EXISTING SW

CONC SW

(APPROX 45 SF)

CONC SW

(APPROX 50 SF)

CONC SW

(APPROX 20 SF)

TYPE C CURB & GUTTER

(STA 101+40 TO STA 105+62)

(APPROX 436 LF)

CONC VALLEY GUTTER

(6' WIDE)

(APPROX 100 LF)

TYPE C

CURB & GUTTER

(APPROX 207 LF)

TYPE C CURB & GUTTER

(STA 112+88 TO STA 110+33)

(APPROX 255 LF)

TYPE C CURB & GUTTER

(STA 90+61 TO STA 101+33)

(APPROX 674 LF)

TYPE C CURB & GUTTER

(STA 101+40 TO STA 105+62)

(APPROX 436 LF)

TYPE C CURB & GUTTER

(STA 90+61 TO STA 101+33)

(APPROX 674 LF)

TYPE C CURB & GUTTER

(STA 0+10 TO STA 2+28)

(APPROX 267 LF)

TYPE C CURB & GUTTER

(STA 90+21 TO STA 94+56)

(APPROX 403 LF)

AC PVMT PARKING LOT

RECONSTRUCTION

W/ REPLACED SUBBASE

(APPROX 1,647 SF)

TYPE C CURB & GUTTER

(APPROX 48 LF)

PCC PVMT

(APPROX 333 SF)

CONC VALLEY GUTTER

(6' WIDE)

(APPROX 128 LF)

TYPE C CURB & GUTTER

(STA 100+00 TO STA 104+75)

(APPROX 487 LF)

CONC SW

(APPROX 88 SF)

TYPE C CURB & GUTTER

(APPROX 258 LF)

AC PVMT

RECONSTRUCTION

W/ REPLACED SUBBASE

(APPROX 1,020 SF)

TYPE C CURB & GUTTER

(APPROX 287 LF)

24.0' [7.3m]

R=5' [1.5m]

R=5' [1.5m]

F

AC PVMT ROADWAY

RECONSTRUCTION

W/ REPLACED SUBBASE

AC PVMT ROADWAY

RECONSTRUCTION

W/ REPLACED SUBBASE

APPROX 13,848 SF

CONC SW

(APPROX 28 SF)

ADJUST PAVEMENT/GUTTER AS NECESSARY

TO MATCH WALL. REPLACE PAVEMENT

WITHIN WALKWAY & REPAIR WALL AS

NECESSARY TO COMPLETE IMPROVEMENTS

WHILE PROVIDING POSITIVE DRAINAGE.

PHASE 1

PHASE 3

DEDUCT 2.5

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

W

V

U

TS

RQP

ONM

LKJ

HGF

DCB

I

E

A

X

SITE SYMBOL - IMPROVEMENTS

CONCRETE CURB

SAWCUT LINE

4" YELLOW PAINT 45° @ 4' C-C

HANDICAP PARKING SYMBOL

18" WHITE PAINT @ 4' C-C, 6' WIDE

SITE SYMBOL - STRIPING

ASPHALT

CONCRETE

MILL/OVERLAY

4" YELLOW PAINT

DECIDUOUS TREE

LIGHT POLE

MATCH CURB TO EXISTING CURB,

HORIZONTAL & VERTICAL

MATCH SIDEWALK TO EXISTING

SIDEWALK, HORIZONTAL & VERTICAL

SITE SYMBOL - CONCRETE

REPLACE SIDEWALK TO NEAREST JOINT

INSTALL DEPRESSED CURB3

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

REPLACE SIDEWALK TO NEAREST JOINT

INSTALL ADA RAMP W/ FLUSH CURB4

TAPER CURB TO EDGE OF PAVEMENT5

RELOCATE EXISTING SIGN & POST

SITE SYMBOL - SIGNAGE

MATCH PAVEMENT TO EXISTING

CONCRETE6

REPLACE EXISTING CONCRETE AS

NECESSARY TO MATCH CURB7

TRANSITION FROM TYPE C CURB TO

TYPE C SPILLOUT CURB & GUTTER8

ADJUST CURBLINE TO LAYOUT OF

EXISTING CONCRETE9

RELOCATE EXISTING DIRECTIONAL

SIGN INSTALL NEW FOUNDATION2

SWCT

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KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

SIGN TABULATION (PROPOSED SITEWIDE)

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

PL-12.04.A - 18"X12" 1 HANDICAP

PARKING ONLY

- R1-1; R1-10P 30"X30"

24"X18" 1 STOP; EXCEPT

RIGHT TURN

EN-05.02.D - - 4

AUTHORIZED

VEHICLES

ONLY BEYOND

THIS POINT

PL-12.03.C5 - 18"X12" 2 MOTORCYCLE

PARKING ONLY

PL-12.03.A2 - 18"X12" 2 BUS PARKING

ONLY

PL-12.04.C - 18"X12" 5

VAN

ACCESSIBLE

ADA SPACE

B

A

C

D

E

F

NOTES:

1. CONTRACTOR SHALL COORDINATE WITH COR DURING CONSTRUCTION OF NAVY LANE

EMERGENCY ACCESS ROAD AND LOOP. RENOVATIONS OF BUILDING 64 MAY CREATE

CONFLICTS BETWEEN EXISTING FEATURES AND DESIGN PLANS AT THE TIME OF

CONSTRUCTION. THE VA ACKNOWLEDGED THESE POTENTIAL CONFLICTS AND WILL

DETERMINE IF ADDITIONAL DESIGN WORK IS REQUIRED DURING THE CONSTRUCTION

PHASE. THE BASE BID FOR THESE IMPROVEMENTS SHALL INCLUDE ITEMS AS SHOWN ON

THE DESIGN PLANS.

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AutoCAD SHX Text Christopher W. Geary

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PE# 17277

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

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SHERIDAN VAHCS PLANNING AND ENGINEERING

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AutoCAD SHX Text 6/14/2020

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AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

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AutoCAD SHX Text 666-17-104

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CONSULTANTS:

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AutoCAD SHX Text Site Improvement Plan 'N'

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CS143

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AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

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SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

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AutoCAD SHX Text 6/14/2020

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AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

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AutoCAD SHX Text 666-17-104

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CONSULTANTS:

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SEE SHEET CS146 CS146

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SEE SHEET CS144 CS144

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SEE SHEET CS146 CS146

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SEE SHEET CS142 CS142

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SEE SHEET CS140 CS140

X X

X X

X X

X X

X X

X

X X

X X

X

AR

MY

LA

NE

BLDG

BLDG

(4) BOLLARDS

M

MH

LP-17 STEPS

STEPS

BLDG

LP-18

LP

M

MH

M

MH

X X

X X

X X

X X

X

PARKING LOT 5

DUMPSTER

TANK

DOCK

(14) BOLLARDS

DUMPSTER

EQ

UI

PM

EN

T

BLDG 32

SIGN

CHAINLINK

FENCE

BLDG

STEPS

STEPS

STEPS

STEPS

R

L

E.O.P.

E.

O.

P.

E.

O.

P.

SW

CT

WHEEL

STOP

(TYP.)

(9 P

AR

KI

NG

S

PA

CE

S)

(4 PARKING SPACES)

HN

24.0' [7.3m]

31.0' [9.4m]

LP

LP

LP

LP

LP

9.0' [2.7m]

18.0' [5.5m]

R=10' [3.0m]

R=10' [3.0m]

R=35' [10.7m]

R=20' [6.1m]

DIRECTION SIGN

DIRECTION

SIGN

E.

O.

P.

N7 °0

7'2 4"

W

.86

N8 °0

4'0 7"

W

.29

L=

.6

R =5

.0

L=

.6

R =5

.0

N5 °4

7'1 5"

W

8.4 9'

N7 °0

7'2 4"

W

0.3 4'

L=

.7

R =5

.0

L=

.5

R

=5

.0

N1 0°

'32

"W

.18

SWCT

R=20' [6.1m]

R=75' [22.9m]

98.5' [30m]

100.0' [30.5m]

AC PVMT PARKING

RECONSTRUCTION

W/ REPLACED SUBBASE

(APPROX. 8,313 SF)

AC PVMT ROADWAY

RECONSTRUCTION

W/ REPLACED SUBBASE

(APPROX 48,900)

AC PVMT HEAVY DUTY

RECONSTRUCTION

W/ REPLACED SUBBASE

(APPROX 57,181 SF)

AC PVMT (HEAVY DUTY)

RECONSTRUCTION

W/ REPLACED SUBBASE

(APPROX 57,181 SF)

TYPE C CURB & GUTTER

(STA 50+68 TO STA 55+02)

(APPROX 453 LF)

PLCC CURB

W/CONC. GUTTER

(APPROX 137 LF)

TYPE C CURB & GUTTER

(APPROX 62 LF)

TYPE C

CURB & GUTTER

(APPROX 159 LF)

REPLACE CONC SW

(APPROX 31 SF)

REPLACE CONC SW

(APPROX 34 SF)

TYPE C CURB & GUTTER

(APPROX 72 LF)

CONC SW

(6' WIDE)

(APPROX 699 SF)

MILL & OVERLAY

(APPROX 945 SF)

PCC PVMT

(APPROX 200 SF)TYPE C CURB & GUTTER

(APPROX 117 LF)

TYPE C CURB & GUTTER

(STA 50+10 TO STA 55+70)

(APPROX 525 LF)

TYPE C CURB & GUTTER

(STA 90+21 TO STA 94+56)

(APPROX 403 LF)

TYPE C CURB & GUTTER

(APPROX 258 LF)

R=3' [0.9m]

R=3' [0.9m]

R=8' [2.4m]

PCC PVMT

(APPROX 50 SF)

CONC VALLEY

GUTTER

(3' WIDE)

(APPROX 101 LF)

CONC VALLEY GUTTER

(3' WIDE)

(APPROX 154 LF)

R=10' [3.0m]

4 4

45°

R=15' [4.6m]

R=5' [1.5m]

CONC BETWEEN GUTTER &

BLDG (PROVIDE EXPANSION

JOINT & SEALANT BETWEEN

CONCRETE & BLDG)

CONC BETWEEN GUTTER &

BLDG (PROVIDE EXPANSION

JOINT & SEALANT BETWEEN

CONCRETE & BLDG)

SEAL AREA BETWEEN

PAVEMENT/CONCRETE

AND BUILDING

SEAL AREA BETWEEN

PAVEMENT/CONCRETE

AND BUILDING

SEAL AREA BETWEEN

PAVEMENT/CONCRETE

AND BUILDING

REPLACE CONC SW

(APPROX 68 SF)

REPAIR VERTICAL FACE

OF CONC WALL

DEDUCT 3.3

DEDUCT 3.1

DEDUCT 3.1

DEDUCT 3.5

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

W

V

U

TS

RQP

ONM

LKJ

HGF

DCB

I

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SITE SYMBOL - IMPROVEMENTS

CONCRETE CURB

SAWCUT LINE

4" YELLOW PAINT 45° @ 4' C-C

HANDICAP PARKING SYMBOL

18" WHITE PAINT @ 4' C-C, 6' WIDE

SITE SYMBOL - STRIPING

ASPHALT

CONCRETE

MILL/OVERLAY

4" YELLOW PAINT

DECIDUOUS TREE

LIGHT POLE

MATCH CURB TO EXISTING CURB,

HORIZONTAL & VERTICAL

MATCH SIDEWALK TO EXISTING

SIDEWALK, HORIZONTAL & VERTICAL

SITE SYMBOL - CONCRETE

REPLACE SIDEWALK TO NEAREST JOINT

INSTALL DEPRESSED CURB3

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

REPLACE SIDEWALK TO NEAREST JOINT

INSTALL ADA RAMP W/ FLUSH CURB4

TAPER CURB TO EDGE OF PAVEMENT5

RELOCATE EXISTING SIGN & POST

SITE SYMBOL - SIGNAGE

MATCH PAVEMENT TO EXISTING

CONCRETE6

REPLACE EXISTING CONCRETE AS

NECESSARY TO MATCH CURB7

TRANSITION FROM TYPE C CURB TO

TYPE C SPILLOUT CURB & GUTTER8

ADJUST CURBLINE TO LAYOUT OF

EXISTING CONCRETE9

RELOCATE EXISTING DIRECTIONAL

SIGN INSTALL NEW FOUNDATION2

SWCT

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T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

AutoCAD SHX Text

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AutoCAD SHX Text E

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AutoCAD SHX Text B

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AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

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CONSULTANTS:

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Site Improvement Plan 'O'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

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CS144

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AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

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CONSULTANTS:

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SEE SHEET CS147 CS147

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SEE SHEET CS143 CS143

SEE SHEET CS141 CS141

BLDG

BLDG

PARKING LOT 15

18" CONF.

16" CONF.

20" CONF.

24" CONF.

30"

CONF.

20"

CONF.LP

DECD.

24"

DECD.

18"

DECD.

12"

CONF.

18"

CONF.

18"

CONF.18"

CONF.

30"

DECD.

30"

DECD.

FREEDOM LANE

12"

CONF.

LP-42

LP-41

LP-40

4" DECD.

36"

DECD.

12"

DECD.

24"

DECD.

12"

CONF.

30"

DECD.

18"

DECD.

18"

CONF.

36"

CONF.

(10) BOLLARDS

24"

DECD.

18"

CONF.

LP

PARKING LOT 8

PARKING

LOT 1

SIGN

YIELD

SIGN

SIGN

VISITOR

PARKING

SIGN

YIELD

SIGN

NO PARKING

SIGN

BLDG 2

SIGN

AUTHORIZED

VEH. ONLY

SIGN

BLDG 1

SIGN

WATER

TOWER

HEATED

CONC

PVMNT

M

SWCT

HN

TA

CA

TA

MA

CA

TA 1

CA

E.O.P.

E.

O.

P.

SWCT

MC

(6 PARKING SPACES)

(13 PARKING SPACES)

(16 PARKING SPACES)

.0'

[5.

5m

LP

LP

LP

SWCT

18.0'[5.5m]

9.0

[2.

7m

9.0'[2.7m]

R=5' [1.5m]

R=20' [6.1m]

R=15' [4.6m]

R=5' [1.5m]

R=5' [1.5m]

STREET

NAME

SIGN

STA: 0+00.00

N: 905439.27 E: 401521.82

STA: 4+31.35

N: 905317.66 E: 401831.17

S53°42'48"E 146.35'

N1 4°

'30

"E

.04

N59°51'18"W

79.08'

L=110.80

R=100.00

L=206.25

R=650.00

L=118.63 R =375.00

L=72.21R=60.00

L=

.2

R=3 0.

L= 36.31

R =50.00

S12°06'22"E 10.90'

DO NOT

ENTER

SIGN

ONE WAY

SIGN

.0'

[7.

3m

.0'

[7.

3m

23.0' [7m]

MATCH JOINT SPACING

ON EXISTING CONC.

.0'

[6.

1m

.0'

[6.

1m

NEW PARKING

SPACES (3)

CONC SW, ADA RAMP

AND DWS

(APPROX 174 SF)

TYPE C CURB & GUTTER

(APPROX 221 LF)

TYPE C CURB & GUTTER

(APPROX 267 LF)

CONC SW, ADA RAMP

& DWS (APPROX 216 SF)

CONC SW, ADA RAMP

& DWS (APPROX 171 SF)

CONC VALLEY

GUTTER (6' WIDE)

(APPROX 75 LF)

TYPE C CURB & GUTTER

(APPROX 122 LF)

TYPE C CURB & GUTTER

(STA. 1+33 TO STA. 13+20)

(APPROX 1,211 LF) AC PVMT ROADWAY

RECONSTRUCTION

W/ REPLACED SUBBASE

(APPROX 87,454)

CONC DUMPSTER PAD

(APPROX 40 SF)

PCC PVMT

(APPROX 1,600 SF)

CONC SW, ADA RAMP

& DWS (APPROX 234 SF)

R=12' [3.7m]

2 4

INSTALL DWS ON

EXISTING SW

2R=6' [1.8m]

R=10' [3.0m]

R=5' [1.5m]

AC PVMT DRIVEWAY & PARKING

RECONSTRUCTION & WIDENING

W/ REPLACED SUBBASE

(APPROX 10,289)

W/ REPLACED SUBBASE

LP

TYPE C SPILLOUT CURB & GUTTER

(STA 0+16 TO STA 1+93)

(APPROX 202 LF)

DEDUCT 1.1

DEDUCT 1.5

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

W

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RQP

ONM

LKJ

HGF

DCB

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SITE SYMBOL - IMPROVEMENTS

CONCRETE CURB

SAWCUT LINE

4" YELLOW PAINT 45° @ 4' C-C

HANDICAP PARKING SYMBOL

18" WHITE PAINT @ 4' C-C, 6' WIDE

SITE SYMBOL - STRIPING

ASPHALT

CONCRETE

MILL/OVERLAY

4" YELLOW PAINT

DECIDUOUS TREE

LIGHT POLE

MATCH CURB TO EXISTING CURB,

HORIZONTAL & VERTICAL

MATCH SIDEWALK TO EXISTING

SIDEWALK, HORIZONTAL & VERTICAL

SITE SYMBOL - CONCRETE

REPLACE SIDEWALK TO NEAREST JOINT

INSTALL DEPRESSED CURB3

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

REPLACE SIDEWALK TO NEAREST JOINT

INSTALL ADA RAMP W/ FLUSH CURB4

TAPER CURB TO EDGE OF PAVEMENT5

RELOCATE EXISTING SIGN & POST

SITE SYMBOL - SIGNAGE

MATCH PAVEMENT TO EXISTING

CONCRETE6

REPLACE EXISTING CONCRETE AS

NECESSARY TO MATCH CURB7

TRANSITION FROM TYPE C CURB TO

TYPE C SPILLOUT CURB & GUTTER8

ADJUST CURBLINE TO LAYOUT OF

EXISTING CONCRETE9

RELOCATE EXISTING DIRECTIONAL

SIGN INSTALL NEW FOUNDATION2

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2633 Moravian Ave.

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T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text E

AutoCAD SHX Text D

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AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

AutoCAD SHX Text

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CONSULTANTS:

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Site Improvement Plan 'P'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CS145

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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CONSULTANTS:

AutoCAD SHX Text

SEE SHEET CS142 CS142

SEE SHEET CS146 CS146

30" DECD.

42" DECD.

NAVY LANE

24"

CONF.

BUSH

18" DECD.

15"

DECD.

BLDG

24" DECD.

BLDG

NAVY LANE

18" DECD.

24" CONF.

X

BLDG

LP-75

12" CONF.

BLDG

PARKING LOT 6

PARKING LOT 14

PARKING LOT 15

12"

DECD.

LP

16" CONF.

20" CONF.

24" CONF.

30"

CONF.

30"

CONF.

24"

CONF.

24"

CONF.20"

CONF.LP

MA

RI

NE

C

OR

PS

L

AN

E

BLDG 23

BLDG 24

BLDG

LP-40

LP-39

LP-38

LP-37

LP-36

LP-35

LP

18"

CONF.

24"

DECD.

24"

DECD.

18"

DECD.

24"

DECD.

24" CONF.

FREEDOM LANE

FREEDOM LANE

18" DECD.18" DECD.

30" DECD.

24" DECD.

LP

STEEL

LID

M

MH

20" DECD.

YIELD

SIGN

NO PARKING

SIGN

VISITOR

PARKING

SIGN

HC

PARKING

SIGN

BLDG 2

SIGN STREET

NAME

SIGN

STREET

NAME

SIGN

STOP

SIGN

CROSSWALK

SIGN

(3) HANDICAPPED PARKING SIGN

DIRECTORY

SIGN

DIRECTION

SIGN

BLDG 64

SIGNDIRECTION

SIGN

15MIN LOAD.

ZONE

SIGN

BLDG 4

SIGN

ONE WAY,

NO TRUCK BTP

SIGNS

POST

SIGN

DIRECTION

SIGN

N

HN

MA

MC

E.O.P.

E.O.P.

TA1

HN

MA

(3 PARKING SPACES)

15.0'

[4.6m]

16.0' [4.9m]

9.0'

[2.7m]

15.0' [4.6m]

.0'

[6.

1m

.0'

[6.

1m

20.0' [6.1m]

C

C LP

LP

LP

LP

MC

R=30' [9.1m]

R=30' [9.1m]

R=30' [9.1m]

R=30' [9.1m]

R=32' [9.8m]

R=30' [9.1m]

C

C

FREEDOM LN

STA: 1+00.00

N: 905200.60 E: 402718.71

STA: 94+96.77

N: 905476.50 E: 402374.69

N85°58'12"W 556.93'

N59°51'18"W

79.08'

N32°11'00"W

73.33'

N32°06'09"W

83.99'

N86°11'16"W 252.56'

L=76.14

R=70.00

L=94.79

R=150.00

L=47.17

R = 30.00 L=47.1

R=30.0

L=63.57

R=60.00

L=11.7 0 R=100.0 0

L= 3 3

.7

R =7

0.

0 0

N86°11'16"W 252.56'

N3 °5

3'3 5"

E

.94 ' N3°48'44"E

54.98'

L =2 3.7 6 R =180.0 0

MC

.0'

[7.

3m

12.0' [3.7m]

CROSSWALK

SIGN

.0'

[7.

3m

R=75' [22.9m]

R=68' [20.6m]

R=16' [4.9m]

.0'

[7.

3m

]9

4 4

4 4

AC PVMT ROADWAY

RECONSTRUCTION

W/ REPLACED SUBBASE

(APPROX 24,901 SF)

W/ REPLACED SUBBASE

PCC PVMT

(APPROX 2,172 SF)

CONC SW, ADA

RAMP & DWS

(APPROX 237 SF)

CONC SW, ADA RAMP

AND DWS (APPROX 192 SF)

CONC SW, ADA RAMP

AND DWS

(APPROX 174 SF)

REPLACE CONC SW

(APPROX 115 SF)

CONC SW, ADA RAMP

& DWS (APPROX 179 SF)

CONC SW, ADA RAMP

& DWS (APPROX 230 SF)

CONC SW, ADA

RAMP & DWS

(APPROX 168 SF)

TYPE C CURB & GUTTER

(APPROX 267 LF)

CONC SW, ADA

RAMP & DWS

(APPROX 224 SF)

CONC SW, ADA

RAMP & DWS

(APPROX 94 SF)

CONC SW, ADA

RAMP & DWS

(APPROX 186 SF)

REPLACE CONC SW

(APPROX 84 SF)

CONC SW, ADA RAMP

& DWS (APPROX 45 SF)

CONC SW

(APPROX 14 SF)

CONC SW

(APPROX 26 SF)

CONC SW

(APPROX 108 SF)

CONC VALLEY GUTTER

(6' WIDE)

(APPROX 37 LF)

TYPE C

CURB & GUTTER

(APPROX 207 LF)

CONC VALLEY GUTTER

(3' WIDE)

(APPROX 40 LF)

CONC VALLEY GUTTER

(3' WIDE)

(APPROX 33 LF)

REMOVE JOINT SEALANT

MATERIAL & DEBRIS,

REPLACE WITH NEW

JOINT SEALANT (ALL JOINTS)

TYPE C CURB & GUTTER

(STA. 1+33 TO STA. 13+20)

(APPROX 1,211 LF)

TYPE C CURB & GUTTER

(STA 112+88 TO STA 110+33)

(APPROX 255 LF)

TYPE C CURB & GUTTER

(APPROX 317 LF)

TYPE C CURB & GUTTER

(APPROX 291 LF)

TYPE C CURB & GUTTER

(STA 90+61 TO STA 101+33)

(APPROX 674 LF)

TYPE C CURB & GUTTER

(STA 90+61 TO STA 101+33)

(APPROX 674 LF)

TYPE C CURB & GUTTER

(STA 0+10 TO STA 2+28)

(APPROX 267 LF)

TYPE C CURB & GUTTER

(STA 90+21 TO STA 94+56)

(APPROX 403 LF)

(APPROX 1,647 SF)

TYPE C CURB & GUTTER

(APPROX 216 LF)

CONC VALLEY GUTTER

(6' WIDE)

(APPROX 128 LF)

CONC SW

(APPROX 88 SF)

CONC SW, ADA

RAMP & DWS

(APPROX 92 SF)

CONC SW, ADA RAMP

& DWS (APPROX 234 SF)

R=15' [4.6m]

CONC DUMPSTER

PAD (APPROX 45 SF)

24.0' [7.3m]

FREEDOM LN

STA: 7+56.82

N: 905281.59 E: 402080.22

INSTALL DWS ON

EXISTING SW

R=10' [3.0m]

R=5' [1.5m]

R=3' [0.9m]

AC PVMT ROADWAY

RECONSTRUCTION

W/ REPLACED SUBBASE

AC PVMT ROADWAY

RECONSTRUCTION

W/ REPLACED SUBBASE

(APPROX 87,454)

AC PVMT ROADWAY

RECONSTRUCTION

W/ REPLACED SUBBASE

APPROX 13,848 SF

CONC SW, ADA RAMP

&DWS (APPROX 203 SF)

DIRECTION SIGN

AC PVMT ROADWAY

RECONSTRUCTION

W/ REPLACED SUBBASE

(APPROX 1,866)

PH

AS

E

PH

AS

E

PH

AS

E

DEDUCT

1.6

DEDUCT 2.5

DEDUCT 2.5

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

W

V

U

TS

RQP

ONM

LKJ

HGF

DCB

I

E

A

X

SITE SYMBOL - IMPROVEMENTS

CONCRETE CURB

SAWCUT LINE

4" YELLOW PAINT 45° @ 4' C-C

HANDICAP PARKING SYMBOL

18" WHITE PAINT @ 4' C-C, 6' WIDE

SITE SYMBOL - STRIPING

ASPHALT

CONCRETE

MILL/OVERLAY

4" YELLOW PAINT

DECIDUOUS TREE

LIGHT POLE

MATCH CURB TO EXISTING CURB,

HORIZONTAL & VERTICAL

MATCH SIDEWALK TO EXISTING

SIDEWALK, HORIZONTAL & VERTICAL

SITE SYMBOL - CONCRETE

REPLACE SIDEWALK TO NEAREST JOINT

INSTALL DEPRESSED CURB3

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

REPLACE SIDEWALK TO NEAREST JOINT

INSTALL ADA RAMP W/ FLUSH CURB4

TAPER CURB TO EDGE OF PAVEMENT5

RELOCATE EXISTING SIGN & POST

SITE SYMBOL - SIGNAGE

MATCH PAVEMENT TO EXISTING

CONCRETE6

REPLACE EXISTING CONCRETE AS

NECESSARY TO MATCH CURB7

TRANSITION FROM TYPE C CURB TO

TYPE C SPILLOUT CURB & GUTTER8

ADJUST CURBLINE TO LAYOUT OF

EXISTING CONCRETE9

RELOCATE EXISTING DIRECTIONAL

SIGN INSTALL NEW FOUNDATION2

SWCT

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KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

SIGN TABULATION (PROPOSED SITEWIDE)

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

PL-12.04.A - 18"X12" 1 HANDICAP

PARKING ONLY

- R1-1; R1-10P 30"X30"

24"X18" 1 STOP; EXCEPT

RIGHT TURN

EN-05.02.D - - 4

AUTHORIZED

VEHICLES

ONLY BEYOND

THIS POINT

PL-12.03.C5 - 18"X12" 2 MOTORCYCLE

PARKING ONLY

PL-12.03.A2 - 18"X12" 2 BUS PARKING

ONLY

PL-12.04.C - 18"X12" 5

VAN

ACCESSIBLE

ADA SPACE

B

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C

D

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NOTES:

1. CONTRACTOR SHALL COORDINATE WITH COR DURING CONSTRUCTION OF NAVY LANE EMERGENCY ACCESS ROAD AND LOOP. RENOVATIONS OF BUILDING 64 MAY CREATE CONFLICTS BETWEEN EXISTING

FEATURES AND DESIGN PLANS AT THE TIME OF CONSTRUCTION. THE VA ACKNOWLEDGED THESE

POTENTIAL CONFLICTS AND WILL DETERMINE IF ADDITIONAL DESIGN WORK IS REQUIRED DURING THE CONSTRUCTION PHASE. THE BASE BID FOR THESE IMPROVEMENTS SHALL INCLUDE ITEMS AS SHOWN

ON THE DESIGN PLANS.

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X X

X

X

X

X

X X

30" DECD.

42" DECD.

AR

MY

LA

NE

BLDG

BLDG

LP-19

NAVY LANE

BLDG

24"

CONF.

BUSH

18" DECD.

15"

DECD.

BLDG

PARKING LOT 6

LP

LP-20

FREEDOM LANE

FORT ROAD

18" DECD.

24" DECD.

STEEL LIDS

20" DECD.

STREET

NAME

SIGN

STREET

NAME

SIGN

STOP

SIGN

STOP

SIGN

STOP

SIGN

DIRECTION

SIGN

QUART. 28

SIGN

QUART. 27

SIGN

DIRECTION

ONE WAY,

NO TRUCK BTP

SIGNS

SPEED LIMIT 20

SIGN

DIRECTION

SIGN

POST

S

O

HN

E.O.P.

TA

15.0'

[4.6m]

16.0' [4.9m]

18.0'

[5.5m]

9.0'

[2.7m]

LP

LP

LP

24.0'[7.3m]

DIRECTION SIGN

C

C

FREEDOM LN

STA: 1+00.00

N: 905200.60 E: 402718.71

N7 °0

7'2 4"

W

.86

N32°11'00"W

N32°06'09"W

83.99'

L=

4.

R=2

.0

L=23.76 R =18 0.00

24.0' [7.3m]

12.0'

[3.7m]

R=16' [4.9m]

R=75' [22.9m]

A

AC PVMT PARKING

RECONSTRUCTION

W/ REPLACED SUBBASE

(APPROX. 8,313 SF)

TYPE C CURB & GUTTER

(STA 50+68 TO STA 55+02)

(APPROX 453 LF)

PCC PVMT

(APPROX 1,248 SF)

AC PVMT ROADWAY

RECONSTRUCTION

W/ REPLACED SUBBASE

(APPROX 48,900)REPLACE CONC SW

(APPROX 84 SF)

REPLACE CONC SW

(APPROX 26 SF)

REPLACE CONC SW

(APPROX 15 SF)

CONC VALLEY GUTTER

(6' WIDE)

(APPROX 37 LF)

CONC VALLEY GUTTER

(3' WIDE)

(APPROX 40 LF)

TYPE C CURB & GUTTER

(STA 50+10 TO STA 55+70)

(APPROX 525 LF)

REMOVE JOINT SEALANT

MATERIAL & DEBRIS,

REPLACE WITH NEW

JOINT SEALANT (ALL JOINTS)

TYPE C CURB & GUTTER

(STA 90+61 TO STA 101+33)

(APPROX 674 LF)

TYPE C CURB & GUTTER

(STA 90+21 TO STA 94+56)

(APPROX 403 LF)

TYPE C CURB & GUTTER

(STA 50+68 TO STA 55+02)

(APPROX 453 LF)

CONC VALLEY GUTTER

(3' WIDE)

(APPROX 154 LF)

R=15' [4.6m]

CONC DUMPSTER

PAD (APPROX 45 SF) 4

R=3' [0.9m]

REPAIR VERTICAL FACE

OF CONC WALL

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AS

E

PH

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PH

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DEDUCT 2.5

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HANDICAP PARKING SYMBOL

18" WHITE PAINT @ 4' C-C, 6' WIDE

SITE SYMBOL - STRIPING

ASPHALT

CONCRETE

MILL/OVERLAY

4" YELLOW PAINT

DECIDUOUS TREE

LIGHT POLE

MATCH CURB TO EXISTING CURB,

HORIZONTAL & VERTICAL

MATCH SIDEWALK TO EXISTING

SIDEWALK, HORIZONTAL & VERTICAL

SITE SYMBOL - CONCRETE

REPLACE SIDEWALK TO NEAREST JOINT

INSTALL DEPRESSED CURB3

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

REPLACE SIDEWALK TO NEAREST JOINT

INSTALL ADA RAMP W/ FLUSH CURB4

TAPER CURB TO EDGE OF PAVEMENT5

RELOCATE EXISTING SIGN & POST

SITE SYMBOL - SIGNAGE

MATCH PAVEMENT TO EXISTING

CONCRETE6

REPLACE EXISTING CONCRETE AS

NECESSARY TO MATCH CURB7

TRANSITION FROM TYPE C CURB TO

TYPE C SPILLOUT CURB & GUTTER8

ADJUST CURBLINE TO LAYOUT OF

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RELOCATE EXISTING DIRECTIONAL

SIGN INSTALL NEW FOUNDATION2

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Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

SIGN TABULATION (PROPOSED SITEWIDE)

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

PL-12.04.A - 18"X12" 1 HANDICAP

PARKING ONLY

- R1-1; R1-10P 30"X30"

24"X18" 1 STOP; EXCEPT

RIGHT TURN

EN-05.02.D - - 4

AUTHORIZED

VEHICLES

ONLY BEYOND

THIS POINT

PL-12.03.C5 - 18"X12" 2 MOTORCYCLE

PARKING ONLY

PL-12.03.A2 - 18"X12" 2 BUS PARKING

ONLY

PL-12.04.C - 18"X12" 5

VAN

ACCESSIBLE

ADA SPACE

B

A

C

D

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NOTES

REMOVE & REPLACE CONC CURB & GUTTER ADJACENT TO SLAB REPLACEMENT

(MATCH EXISTING CURB TYPE, VERTICAL & HORIZONTAL)A

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AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

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AutoCAD SHX Text 6/14/2020

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AutoCAD SHX Text Sheridan, WY

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AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

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SEE SHEET CS144 CS144

X X

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X

X

X

X

X

X

X

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X

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X

X

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PARKING LOT 6

LP

LP

LP

FORT ROAD

PLCC CURB W/ CONC.GUTTER

RIP-RAP

co

LID

DIRECTION

SIGN

DIRECTION

SIGN

SPEED LIMIT 20

SIGN

SPEED LIMIT 30

SIGN

DO NOT

ENTER

SIGN

RQ

A

A

A

A

JOINT REPLACEMENT

CONCRETE SLAB &

JOINT REPLACEMENT

(APPROX 1,012 SF)

REMOVE JOINT SEALANT

MATERIAL & DEBRIS,

REPLACE WITH NEW

JOINT SEALANT (ALL JOINTS

ALONG FORT ROAD)

DE

DU

CT

3.

DEDUCT 3.4

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

W

V

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TS

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ONM

LKJ

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DCB

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X

SITE SYMBOL - IMPROVEMENTS

CONCRETE CURB

SAWCUT LINE

4" YELLOW PAINT 45° @ 4' C-C

HANDICAP PARKING SYMBOL

18" WHITE PAINT @ 4' C-C, 6' WIDE

SITE SYMBOL - STRIPING

ASPHALT

CONCRETE

MILL/OVERLAY

4" YELLOW PAINT

DECIDUOUS TREE

LIGHT POLE

MATCH CURB TO EXISTING CURB,

HORIZONTAL & VERTICAL

MATCH SIDEWALK TO EXISTING

SIDEWALK, HORIZONTAL & VERTICAL

SITE SYMBOL - CONCRETE

REPLACE SIDEWALK TO NEAREST JOINT

INSTALL DEPRESSED CURB3

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

REPLACE SIDEWALK TO NEAREST JOINT

INSTALL ADA RAMP W/ FLUSH CURB4

TAPER CURB TO EDGE OF PAVEMENT5

RELOCATE EXISTING SIGN & POST

SITE SYMBOL - SIGNAGE

MATCH PAVEMENT TO EXISTING

CONCRETE6

REPLACE EXISTING CONCRETE AS

NECESSARY TO MATCH CURB7

TRANSITION FROM TYPE C CURB TO

TYPE C SPILLOUT CURB & GUTTER8

ADJUST CURBLINE TO LAYOUT OF

EXISTING CONCRETE9

RELOCATE EXISTING DIRECTIONAL

SIGN INSTALL NEW FOUNDATION2

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2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

NOTES

REMOVE & REPLACE CONC CURB & GUTTER ADJACENT TO SLAB REPLACEMENT

(MATCH EXISTING CURB TYPE, VERTICAL & HORIZONTAL)A

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ARCHITECT/ENGINEERS:

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LP-21

FORT ROAD

PLCC CURB W/ CONC.GUTTER

LANDSCAPE

LIGHT

DIRECTION

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STOP

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ENTER

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ONE WAY

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CONCRETE SLAB &

JOINT REPLACEMENT

(APPROX 175 SF)

CONCRETE SLAB &

JOINT REPLACEMENT

(APPROX 345 SF)

REMOVE JOINT SEALANT

MATERIAL & DEBRIS,

REPLACE WITH NEW

JOINT SEALANT (ALL JOINTS

ALONG FORT ROAD)

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

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RQP

ONM

LKJ

HGF

DCB

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SITE SYMBOL - IMPROVEMENTS

CONCRETE CURB

SAWCUT LINE

4" YELLOW PAINT 45° @ 4' C-C

HANDICAP PARKING SYMBOL

18" WHITE PAINT @ 4' C-C, 6' WIDE

SITE SYMBOL - STRIPING

ASPHALT

CONCRETE

MILL/OVERLAY

4" YELLOW PAINT

DECIDUOUS TREE

LIGHT POLE

MATCH CURB TO EXISTING CURB,

HORIZONTAL & VERTICAL

MATCH SIDEWALK TO EXISTING

SIDEWALK, HORIZONTAL & VERTICAL

SITE SYMBOL - CONCRETE

REPLACE SIDEWALK TO NEAREST JOINT

INSTALL DEPRESSED CURB3

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

REPLACE SIDEWALK TO NEAREST JOINT

INSTALL ADA RAMP W/ FLUSH CURB4

TAPER CURB TO EDGE OF PAVEMENT5

RELOCATE EXISTING SIGN & POST

SITE SYMBOL - SIGNAGE

MATCH PAVEMENT TO EXISTING

CONCRETE6

REPLACE EXISTING CONCRETE AS

NECESSARY TO MATCH CURB7

TRANSITION FROM TYPE C CURB TO

TYPE C SPILLOUT CURB & GUTTER8

ADJUST CURBLINE TO LAYOUT OF

EXISTING CONCRETE9

RELOCATE EXISTING DIRECTIONAL

SIGN INSTALL NEW FOUNDATION2

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KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

NOTES

REMOVE & REPLACE CONC CURB & GUTTER ADJACENT TO SLAB REPLACEMENT

(MATCH EXISTING CURB TYPE, VERTICAL & HORIZONTAL)A

AutoCAD SHX Text

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AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

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AutoCAD SHX Text 666-17-104

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CONSULTANTS:

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AutoCAD SHX Text Site Improvement Plan 'T'

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AutoCAD SHX Text

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CS149

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AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

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AutoCAD SHX Text 666-17-104

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CONSULTANTS:

AutoCAD SHX Text

SEE SHEET CS150 CS150

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SEE SHEET CS148 CS148

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SEE SHEET CS147 CS147

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LP-22

FORT ROAD

PLCC CURB W/ CONC.GUTTER

DIRECTION

SIGN

T

A

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A

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(APPROX 175 SF)

CONCRETE SLAB &

JOINT REPLACEMENT

(APPROX 672 SF)

CONCRETE SLAB &

JOINT REPLACEMENT

(APPROX 1,192 SF)

REMOVE JOINT SEALANT

MATERIAL & DEBRIS,

REPLACE WITH NEW

JOINT SEALANT (ALL JOINTS

ALONG FORT ROAD)

CONCRETE SLAB &

JOINT REPLACEMENT

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

W

V

U

TS

RQP

ONM

LKJ

HGF

DCB

I

E

A

X

SITE SYMBOL - IMPROVEMENTS

CONCRETE CURB

SAWCUT LINE

4" YELLOW PAINT 45° @ 4' C-C

HANDICAP PARKING SYMBOL

18" WHITE PAINT @ 4' C-C, 6' WIDE

SITE SYMBOL - STRIPING

ASPHALT

CONCRETE

MILL/OVERLAY

4" YELLOW PAINT

DECIDUOUS TREE

LIGHT POLE

MATCH CURB TO EXISTING CURB,

HORIZONTAL & VERTICAL

MATCH SIDEWALK TO EXISTING

SIDEWALK, HORIZONTAL & VERTICAL

SITE SYMBOL - CONCRETE

REPLACE SIDEWALK TO NEAREST JOINT

INSTALL DEPRESSED CURB3

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

REPLACE SIDEWALK TO NEAREST JOINT

INSTALL ADA RAMP W/ FLUSH CURB4

TAPER CURB TO EDGE OF PAVEMENT5

RELOCATE EXISTING SIGN & POST

SITE SYMBOL - SIGNAGE

MATCH PAVEMENT TO EXISTING

CONCRETE6

REPLACE EXISTING CONCRETE AS

NECESSARY TO MATCH CURB7

TRANSITION FROM TYPE C CURB TO

TYPE C SPILLOUT CURB & GUTTER8

ADJUST CURBLINE TO LAYOUT OF

EXISTING CONCRETE9

RELOCATE EXISTING DIRECTIONAL

SIGN INSTALL NEW FOUNDATION2

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2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

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T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

NOTES

REMOVE & REPLACE CONC CURB & GUTTER ADJACENT TO SLAB REPLACEMENT

(MATCH EXISTING CURB TYPE, VERTICAL & HORIZONTAL)A

AutoCAD SHX Text

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AutoCAD SHX Text E

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AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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CONSULTANTS:

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Site Improvement Plan 'U'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking…

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