S02_DRAWINGS CD Stamped 556-23-105 CON-IFB 36C25225B0009_120520 File Size Reduced on 01242025.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

REVISED 100% STAMPED

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project : 23022.006

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidondesign.com

GD Project : 09/05/2024

A u to d e s k D o c s /2

.0

V A

L o v e ll R o a d w a y a n d S id e w a lk

I m p ro v e m e n ts

/2

.0

V A

L o v e ll R o a d w a y a n d S id e w a lk

I m p ro v e m e n ts

S

E S

.r v t

/4

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:5

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P M

G000

COVER SHEET ROADWAY AND SIDEWALK

IMPROVEMENTS

3001 N GREEN BAY RD, NORTH CHICAGO, IL 60064

556-23-105

N/A

09/05/2024 NMT AWS

Captain James A. Lovell Federal Health Care Center (FHCC)

ROADWAY AND SIDEWALK IMPROVEMENTS

3001 N GREEN BAY RD,

NORTH CHICAGO, IL 60064

SHEET LIST

Sheet Number Sheet Name

GENERAL

G000 COVER SHEET

CIVIL

CI001 CIVIL GENERAL NOTES

CI101 PHASING PLAN

CI102 PHASING PLAN

CI103 PHASING SIGNAGE

CD101 DEMOLITION PLAN

CD102 DEMOLITION PLAN

CD103 DEMOLITION PLAN

CD104 DEMOLITION PLAN

CS101 SITE DEVELOPMENT PLAN

CS102 SITE DEVELOPMENT PLAN

CS103 SITE DEVELOPMENT PLAN

CS104 SITE DEVELOPMENT PLAN

CS501 SITE DETAILS

CS502 SITE DETAILS

CG101 GRADING PLAN

CG201 CROSS-SECTION

CJ101 EROSION CONTROL PLAN

CJ102 EROSION CONTROL PLAN

CJ103 EROSION CONTROL PLAN

CJ104 EROSION CONTROL PLAN

CJ501 EROSION CONTROL DETAILS

ELECTRICAL

E000 ELECTRICAL SYMBOLS, SCHEDULES, AND DETAILS

ES001-A SITE PLAN - EXISTING - ELECTRICAL - AREA A

ES001-B SITE PLAN - EXISTING - ELECTRICAL - AREA B

ES001-D SITE PLAN - EXISTING - ELECTRICAL - AREA D

ES001-G SITE PLAN - EXISTING - ELECTRICAL - AREA G

ES101-A SITE PLAN - NEW WORK - ELECTRICAL - AREA A

ES101-B SITE PLAN - NEW WORK - ELECTRICAL - AREA B

ES101-D SITE PLAN - NEW WORK - ELECTRICAL - AREA D

ES101-G SITE PLAN - NEW WORK - ELECTRICAL - AREA G

N

NOTE: THIS PROJECT INCLUDES DEDUCT ALTERNATES.

REFER TO INDIVIDUAL PLAN SHEETS FOR EXACT DETAILS.

Revisions: Date:

VHANCHLidD Text Box 12DEC24: VA COR note:

Refer to Solicitation for authoritative description of Base Bid and Bid Deduct Alternates.

Bid Deduct Alternates build upon each other, such that Bid Deduct Alternate 2 also includes all adjustments noted in Alternate 1; and Bid Alternate 3 also includes all adjustments noted in Alternates 2 and 1.

BRICK

BOLT ON HYDRANT

NORTH UPPER FLANGE

BM: 698.27

NORTH UPPER FLANGE

BOLT ON HYDRANT

SIGN

SIGN

COLUMNS

COL.

GATE

GATE

GATE

COLUMNS

METAL

FENCE

METAL

FENCE

METAL

FENCES

CONCRETE

WALL

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

SIGN

W E

B E

R D

R

MEDAL OF HONOR DR.

MEDAL OF HONOR DR.

L E

W

IS

A V

E

EE

E E

E

E

E

E

E

E

E

EE

E E

E

FO

FO

FO

S

W

W

WWWWW

W

W

T

T W W

W

W

STO

STO

E

B

B

B

DEDUCT

ALTERNATE2

DEDUCT

ALTERNATE2

DEDUCT

ALTERNATE2DEDUCT

ALTERNATE2

DEDUCT

ALTERNATE2

BOLT ON HDYRANT

NORTHWEST FLANGE

BM: 721.68

M E

D A

L O

F H

O N

O R

D R

BRICK

SIGN

BM: 721.68

NORTHWEST FLANGE

BOLT ON HDYRANT

OVERHEAD

COLUMNS

COLUMN

BRICK WALL

M

11011

G R

E E

N B

A Y

R D

STO

E

E

E

E

E

E E

E E

W W

W

W

W W

S

W W W

W

T

E

E

T T

E

STO

STO

STO

STO

STO

STO

E

E

T

T

G G

G G

G

G

G

G

T

133CA

ST

M

M

M

ST

11486

STO

STO

ST

O

EXIST. STORM INLET

EXIST. STORM INLET

EXIST. STORM INLET

DEDUCT

ALTERNATE1

BRICK

LAMP POST BASE

SOUTHEAST BOLT ON

BM: 699.12

BOLT ON HYDRANT

NORTH UPPER FLANGE

BOLT ON HDYRANT

NORTHWEST FLANGE

BM: 721.68

TRANS PAD

CORNER OF

BM: 722.53

TRANS PAD

CORNER OF

BM: 719.32

M E

D A

L O

F H

O N

O R

D R

BRICK

METAL FENCE

SIGN

BM: 719.32

CORNER OF

TRANS PAD

BM: 722.53

CORNER OF

TRANS PAD

BM: 721.68

NORTHWEST FLANGE

BOLT ON HDYRANT

BM: 698.27

NORTH UPPER FLANGE

BOLT ON HYDRANT

BM: 699.12

SOUTHEAST BOLT ON

LAMP POST BASE

OVERHEAD

SIGN

SIGN

COLUMNS

COL.

GATE

GATE

GATE

COLUMNS

METAL

FENCE

METAL

FENCE

METAL

FENCES

CONCRETE

WALL

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

SIGN

SIGN

CONCRETE

GRAVEL

CONCRETE

GRAVEL

CONCRETE WALL

CONCRETE WALL

SECURITY

KEY POSTS

COLUMNS

COLUMN

BRICK WALL

EMERGENCY POLE

METAL FENCE

COLUMN

COLUMN

COLUMN

COLUMN

METAL FENCE

COLUMN

GATE

METAL FENCE

SIGN

TRANSFORMER

VAULT

METAL FENCE

M

11011

H

IL

L D

R

HILL DR.

W E

B E

R D

R

MEDAL OF HONOR DR.

MEDAL OF HONOR DR.

MEDAL OF HONOR DR.

MEDAL OF HONOR DR.

M E

D A

L O

F H

O N

O R

D R

CAVIN RD.

R49'

BUCKLEY RD

BUCKLEY RD

BUCKLEY RD

L E

W

IS

A V

E

M E

D A

L O

F H

O N

O R

D R

G R

E E

N B

A Y

R D

G R

E E

N B

A Y

R D

G R

E E

N B

A Y

R D

G R

E E

N B

A Y

R D

133EF

11 5

9 4

188 7

133CA

ST

M

M

M

ST

ST

M

B

B

B

B

B

ST

11486

PARKING

GARAGE

D

EXIST. STORM INLET

EXIST. STORM INLET

EXIST. STORM INLET

DEDUCT

ALTERNATE2

DEDUCT

ALTERNATE1

DEDUCT

ALTERNATE2

DEDUCT

ALTERNATE2DEDUCT

ALTERNATE2

DEDUCT

ALTERNATE2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Au to de sk

D oc s:

//2

3.

F ay et te vi lle T ra ffi c St ud y/

.1

2_

A_ v2

2.

rv t

/5 /2

7:

:4

AM

ROADWAY AND SIDEWALK

IMPROVEMENTS

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-23-105

N/A

09/05/2024

FULLY SPRINKLERED

Revisions: Date: KJC AWB

REVISED 100% STAMPED

CONSTRUCTION DOCUMENTS

ARCHITECT/ENGINEER OF RECORDCONSULTANT

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project No.: 22328

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidon.com

GD Project No.: 23.1019

1. DEDUCT (1): DO NOT INSTALL PRE-FABRICATED BUS SHELTER OR

CONCRETE SLAB ON GRADE.

2. DEDUCT (2): DO NOT REPLACE ALL CURB AND GUTTER ALONG MEDAL OF

HONOR DRIVE BETWEEN LEWIS AVE AND WEBER DRIVE THAT ARE BOXED IN

BY DASHED LINE.

REFER TO ELECTRICAL SHEETS FOR LIGHTING DEDUCT

KEY PLAN: N

0 6030

DEDUCT PLAN KEYNOTES

GC101

DEDUCT PLAN

2/GC101

2/GC101

1/GC101

1/GC101

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Au to de sk

D oc s:

//2

3.

F ay et te vi lle T ra ffi c St ud y/

.1

2_

A_ v2

2.

rv t

/5 /2

7:

:4

AM

ROADWAY AND SIDEWALK

IMPROVEMENTS

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-23-105

N/A

09/05/2024

FULLY SPRINKLERED

Revisions: Date: KJC AWB

REVISED 100% STAMPED

CONSTRUCTION DOCUMENTS

ARCHITECT/ENGINEER OF RECORDCONSULTANT

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project No.: 22328

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidon.com

GD Project No.: 23.1019 CI001

CIVIL GENERAL NOTES

GENERAL

1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE,

AND FEDERAL LAWS AND REGULATIONS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR

VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM

THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO

STARTING CONSTRUCTION.

3. FOR VIEWING CLARITY OF THESE PLANS, THE PIPES OR STRUCTURES

MAY NOT BE DRAWN TO SCALE.

4. THE UTILITIES INDICATED ON THESE PLANS MAY NOT BE A COMPLETE

INVENTORY OF ALL UTILITIES CURRENTLY ON OR NEAR THE SITE. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PUBLIC AND/OR

PRIVATE UTILITY LOCATING SERVICES PRIOR TO STARTING

CONSTRUCTION.

5. THE SIZE AND LOCATIONS OF THE UTILITIES INDICATED ON THESE

PLANS ARE APPROXIMATE. THE CONTRACTOR IS TO DETERMINE AND

FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO

STARTING CONSTRUCTION ACTIVITIES.

6. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT

BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE

ATTENTION OF THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION

SO THAT REDESIGN OR CLARIFICATION MAY OCCUR.

DEMOLITION

1. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE

CONTRACTOR, UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY

DISPOSED OF OFFSITE.

2. CONDUCT DEMOLITION AND CONSTRUCTION ACTIVITIES IN SUCH A

MANNER TO PROVIDE MINIMUM TRAFFIC DISRUPTIONS. CONTRACTOR

TO INSTALL TRAFFIC CONTROL DEVICES PER THE MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION, AS NECESSARY.

3. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND

PROTECTED.

4. CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE

REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH

THE RESPECTIVE UTILITY COMPANY.

5. EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES THAT

ARE SHOWN TO BE ABANDONED IN PLACE MAY BE CUT AS NECESSARY

TO FACILITATE CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL

ENSURE THAT LINES ARE NOT ACTIVE PRIOR TO CUTTING.

6. CONTRACTOR TO MAINTAIN PROPER DRAINAGE IN DEMOLITION AREAS.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE TO

EXISTING BUILDINGS AND/OR SITE ENTITIES THAT ARE TO REMAIN.

8. CONCRETE TO BE SAWCUT SHALL BE SAWCUT TO THE NEAREST

CONCRETE JOINT BEYOND THE LIMITS ILLUSTRATED.

SITE PLAN

1. ALL DIMENSIONS ARE TO THE BACK OF CURB. WHEN CURBS ARE NOT

PRESENT, DIMENSION ARE TO THE EDGE OF PAVEMENT.

2. ALL PARKING STALLS SHALL BE 9' X 18' UNLESS OTHERWISE NOTED.

3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS ON THE SITE PRIOR

TO CONSTRUCTION AND IDENTIFY DISCREPANCIES TO THE ENGINEER

OF RECORD.

4. SEE SHEET CS501 FOR PROPOSED SITE IMPROVEMENT DETAILS

REFERENCED.

5. WHERE WORK IS DONE IN EXISTING AREAS, THE EXISTING FINISHED

CONDITIONS SHALL BE REPAIRED OR REPLACED IF DAMAGED. IF

REPAIRS ARE REQUIRED NEW FINISHED CONDITIONS SHALL MATCH

EXISTING CONDITIONS, UNLESS OTHERWISE NOTED.

GRADING

1. CONTRACTOR SHALL ENSURE THAT POSITIVE DRAINAGE IN IMPROVED

AREAS IS ACHIEVED. CONTRACTOR TO TEST AND CORRECT ANY “BIRD

BATH” CONDITIONS.

2. ALL SLOPES SHALL BE 3:1 OR FLATTER, UNLESS OTHERWISE SHOWN.

3. ALL GRADES AT THE PROJECT BOUNDARY OR PROPERTY LINE SHALL

MEET EXISTING GRADES.

4. BUILDING PAD AREAS AND PAVED AREAS DESIGNATED FOR FILL SHALL

BE CONSTRUCTED OF SUITABLE FILL MATERIAL AND COMPACTED PER

SPECIFICATIONS. ALL FILL AREAS ARE TO BE STRIPPED OF TOPSOIL

PRIOR TO PLACEMENT OF FILL.

5. ANY EXCESS SOIL MATERIAL SHALL BE EXPORTED FROM THE SITE

AFTER CONSTRUCTION IS COMPLETE.

6. CONTOURS ARE SHOWN AS A REFERENCE TO MEET JURISDICTIONAL

REQUIREMENTS. CONTRACTOR SHOULD GRADE SITE PER THE

PROPOSED SPOT GRADE ELEVATIONS.

EROSION CONTROL

1. EROSION AND SEDIMENTATION CONTROL DEVICES TO BE INSTALLED

PRIOR TO BEGINNING CONSTRUCTION.

2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS

PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION

ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO

CASE MORE THAN SEVEN (7) DAYS AFTER WORK HAS CEASED, UNLESS

ACTIVITY IN THAT PART OF THE SITE WILL RESUME WITHIN TWENTY-ONE

(21) DAYS.

3. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE

REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY

CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED,

AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY

INSTALLATION.

4. EROSION CONTROL AND SEDIMENTATION CONTROL DEVICES TO BE

MAINTAINED SUCH THAT THEY FUNCTION AS INTENDED. AFTER

COMPLETION OF THE PROJECT THE CONTRACTOR SHALL REMOVE ALL

DEVICES WHERE A GOOD STAND OF GRASS HAS BEEN ESTABLISHED

AND EROSION IS NO LONGER EVIDENT. REMOVAL OF THE REMAINING

DEVICES SHALL OCCUR AS OTHER AREAS ARE ESTABLISHED.

5. EROSION CONTROL MEASURES SHALL BE INSPECTED EVERY SEVEN (7)

DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS

ONE-HALF (1/2) INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE

REPAIRED OR REPLACED IMMEDIATELY.

6. ALL AREAS DISTURBED BY GRADING, EXCAVATION, AND GENERAL

CONSTRUCTION SHALL BE SEEDED, MULCHED, AND RESTORED IN

ACCORDANCE WITH THE SPECIFICATIONS.

7. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE

TRACKING OF MUD ONTO PAVED ROADWAYS. THE CONTRACTOR SHALL

DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.

AC ACRE

ABC AGGREGATE BASE COURSE

ADA AMERICANS WITH DISABILITIES ACT

AGGR AGGREGATE

ALT ALTERNATE

APPROX APPROXIMATE

ARV AIR RELEASE VALVE

ASPH ASPHALT

ASSY ASSEMBLY

BC BACK OF CURB

BFP BACKFLOW PREVENTER

BLDG BUILDING

BLT BUILT

BM BENCHMARK

BNRY BOUNDARY

BO BLOW OFF

C/C CENTER TO CENTER

CB CATCH BASIN

CCTV CLOSED CIRCUIT TELEVISION

CFS CUBIC FEET PER SECOND

CHKV CHECK VALVE

CI CAST IRON

CIR CIRCULAR

CJ CONSTRUCTION JOINT OR CONTROL

JOINT

CL CENTER LINE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CO CLEANOUT

COMM COMMUNICATION

CONC CONCRETE

CONST CONSTRUCT OR CONSTRUCTION

COR CORNER

CTR CENTER

CTRL CONTROL

CTV CABLE TELEVISION

CF CUBIC FEET

CY CUBIC YARD

CV CONTROL VALVE

DA DRAINAGE AREA

DAT DATUM

DBL DOUBLE

DDCV DOUBLE DETECTOR CHECK VALVE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE OR DIFFERENTIAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIST DISTANCE

DOM DOMESTIC

DOT DEPARTMENT OF TRANSPORTATION

DS DOWNSPOUT

DW DOMESTIC WATER

EA EACH

EC EDGE OF CURB

EG EXISTING GRADE

EJ EXPANSION JOINT

ELEV ELEVATION

EP EDGE OF PAVEMENT (PAVING)

EPA ENVIRONMENTAL PROTECTION AGENCY

ESMT EASEMENT

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ES EDGE OF SHOULDER

ESMT EASEMENT

EW END WALL

EX EXISTING

EXP EXPANSION

F/F FACE TO FACE

FES FLARED END SECTION

FFE FINISH FLOOR ELEVATION

FHA FIRE HYDRANT ASSEMBLY

FNC FENCE

FOC FACE OF CURB

FPM FEET PER MINUTE

FPS FEET PER SECOND

FPW FIRE PROTECTION WATER SUPPLY

FSP FIRE STANDPIPE

FT FEET OR FOOT

G NATURAL GAS OR GAS LINE

GA GAGE

GAL GALLON

GEN GENERATOR

GPD GALLONS PER DAY

GT GREASE TRAP

GV GATE VALVE

GUT GUTTER

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HANDICAP OR HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDWL HEADWALL

HH HAND HOLE

HORIZ HORIZONTAL

HP HIGH POINT

HT HEIGHT

HV HOSE VALVE

HWY HIGHWAY

HYD HYDRANT

IE INVERT ELEVATION

INCL INCLUDED

INFO INFORMATION

INV INVERT

IW IRRIGATION WATER

LAT LATITUDE

LF LINEAR FEET (FOOT)

LOC LOCATION

LONG LONGITUDE OR LONGITUDINAL

LOS LINE OF SIGHT

LP LOW POINT OR LIGHT POLE

LT LEFT

MAX MAXIMUM

MB MAIL BOX

MEG MEET EXISTING GRADE

MEMO MEMORANDUM

MFG MANUFACTURED OR MANUFACTURE

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

MOD MODIFY

MOT MAINTENANCE OF TRAFFIC

MULT MULTIPLE

MUNIC MUNICIPAL

MUTCD MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NORM NORMAL

NRCP NON-REINFORCED CONCRETE PIPE

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

PAR PARALLEL

PAVT PAVEMENT

PB PULL BOX

PC POINT OF CURVE

PCC POINT OF COMPOUND CURVE

PCCP CONCRETE PAVEMENT

PE POLYETHYLENE (PLASTIC)

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PG PROFILE GRADE

PH PHASE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PL PROPERTY LINE

PP POWER POLE OR POLYPROPYLENE

PR PROPOSED

PREV PREVIOUS

PRC POINT OF REVERSE CURVE

PRKG PARKING

PROJ PROJECT

PROP PROPERTY

PRV PRESSURE RELIEF VALVE

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE (PLASTIC)

R RADIUS

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RD ROAD OR ROOF DRAIN

RDC REDUCER

REQ REQUIRE OR REQUIRED

RFI REQUEST FOR INFORMATION

ROW RIGHT OF WAY

RR RAILROAD

RT RIGHT

SAN SANITARY

SB SPLASH BLOCK

SCH SCHEDULE

SD STORM DRAIN

SDL SADDLE

SECT SECTION

SEP SEPARATE

SF SQUARE FOOT (FEET)

SGL SINGLE

SHLDR SHOULDER

SOV SHUT OFF VALVE

SPEC SPECIFICATION

SF SQUARE FEET

SS SANITARY SEWER

STA STATION

STD STANDARD

STM STEAM

SURF SURFACE

SURV SURVEY

SW SIDEWALK

SY SQUARE YARD

T TELEPHONE

TBM TEMPORARY BENCHMARK

TB-XX TEST BORING-XX (E.G., TB-01)

TD TRENCH DRAIN

TE TOP ELEVATION

TEMP TEMPORARY

THK THICKNESS

TOB TOP OF BANK

TOC TOP OF CURB

TOPO TOPOGRAPHY

TOS TOE OF SLOPE

TP TELEPHONE POLE

TYP TYPICAL

TW TOP OF WALL

UD UNDERDRAIN

UP UTILITY POLE

UTIL UTILITY

USGS U.S. GEOLOGICAL SURVEY

VAR VARIES

VB VALVE BOX

VC VERTICAL CURVE

VERT VERTICAL

VIF VERIFY IN FIELD

VOL VOLUME

W WATER LINE

WM WATER METER OR WATER MAIN

WT WATER TABLE

WTR WATER

WW WASTE WATER

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

LIGHT DUTY

ASPHALT LIMITS

CONCRETE LIMITS

GRAVEL LIMITS

CONSTRUCTION FENCE

TREE PROTECTION

SANITARY SEWER

UNDERGROUND ELECTRIC

SAN

STORM SEWER

WATER MAIN W

E

UNDERGROUND

COMMUNICATIONS

DIRECTION OF FLOW

MATCH EXISTING GRADE

TOP OF CURB

GUTTER

SF

INLET PROTECTION

TEMPORARY SEEDING

CONCRETE WASHOUT AREA

CONSTRUCTION STAGING

AREA

TC 643.50

GU 643.00

640.00

M.E.G.

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

STO

SANITARY FORCE MAIN >

SANITARY STRUCTURE

STORM STRUCTURES

SILT FENCE

BUILDING LIMITS

ASPHALT RESURFACING

LIMITS

LIGHT POLE

SIGN

WATER TEE, BENDS

WATER MAIN VALVE

HEAVY DUTY

ASPHALT LIMITS

SPOT ELEVATION

CLEANOUT

FIRE HYDRANT

FIRE MAIN FM

GAS MAIN G

FIBER OPTIC FO

ROOF DRAIN RD

CENTERLINE

FEMA FLOOD ZONE

PARKING BUMPER

SECTION NAME

SECTION LOCATED ON SHEET NO.

WATER MAIN REDUCER

TP TP

UNDER DRAIN UD

SSFSUPER SILT FENCE

TOP OF CURB

EDGE OF PAVEMENT

TC 643.50

EP 643.00

CS501

CO

IP

S

D

T

© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TomTom

LAMP POST BASE

SOUTHEAST BOLT ON

BM: 699.12

BOLT ON HYDRANT

NORTH UPPER FLANGE

BOLT ON HDYRANT

NORTHWEST FLANGE

BM: 721.68

TRANS PAD

CORNER OF

BM: 722.53

TRANS PAD

CORNER OF

BM: 719.32

M E

D A

L O

F H

O N

O R

D R

BRICK

METAL FENCE

SIGN

BM: 719.32

CORNER OF

TRANS PAD

BM: 722.53

CORNER OF

TRANS PAD

BM: 721.68

NORTHWEST FLANGE

BOLT ON HDYRANT

BM: 698.27

NORTH UPPER FLANGE

BOLT ON HYDRANT

BM: 699.12

SOUTHEAST BOLT ON

LAMP POST BASE

OVERHEAD

SIGN

SIGN

COLUMNS

COL.

GATE

GATE

GATE

COLUMNS

METAL

FENCE

METAL

FENCE

METAL

FENCES

CONCRETE

WALL

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

SIGN

SIGN

CONCRETE

GRAVEL

CONCRETE

GRAVEL

CONCRETE WALL

CONCRETE WALL

SECURITY

KEY POSTS

COLUMNS

COLUMN

BRICK WALL

EMERGENCY POLE

METAL FENCE

COLUMN

COLUMN

COLUMN

COLUMN

METAL FENCE

COLUMN

GATE

METAL FENCE

SIGN

TRANSFORMER

VAULT

METAL FENCE

11011

H

IL

L D

R

HILL DR.

W E

B E

R D

R

MEDAL OF HONOR DR.

MEDAL OF HONOR DR.

MEDAL OF HONOR DR.

MEDAL OF HONOR DR.

M E

D A

L O

F H

O N

O R

D R

CAVIN RD.

R49'

BUCKLEY RD

BUCKLEY RD

BUCKLEY RD

L E

W

IS

A V

E

M E

D A

L O

F H

O N

O R

D R

G R

E E

N B

A Y

R D

G R

E E

N B

A Y

R D

G R

E E

N B

A Y

R D

G R

E E

N B

A Y

R D

133EF

11 5

9 4

188 7

133CA

ST

M

M

M

ST

ST

M

B

B

B

B

B

ST

11486

3SIGN TYPE B

3 SIGN TYPE B

3 SIGN TYPE A

3 SIGN TYPE A & E

3 SIGN TYPE A&E3 SIGN TYPE A&E

3 SIGN TYPE A&E3 SIGN TYPE A&E

3 SIGN TYPE A&E

3 SIGN TYPE D

3 SIGN TYPE D

3 SIGN TYPE A&E

3 SIGN TYPE E

3 SIGN TYPE A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Au to de sk

D oc s:

//2

3.

F ay et te vi lle T ra ffi c St ud y/

.1

2_

A_ v2

2.

rv t

/5 /2

7:

:4

AM

ROADWAY AND SIDEWALK

IMPROVEMENTS

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-23-105

N/A

09/05/2024

FULLY SPRINKLERED

Revisions: Date: KJC AWB

REVISED 100% STAMPED

CONSTRUCTION DOCUMENTS

ARCHITECT/ENGINEER OF RECORDCONSULTANT

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project No.: 22328

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidon.com

GD Project No.: 23.1019

N

0 8040

CI101

PHASING PLAN

1. CONSTRUCTION FENCE

2. TEMPORARY ROAD MARKING

3. CONSTRUCTION WARNING SIGN, SEE SHEET

CI103 FOR SIGN DETAILS

"NOT ALL OF THESE KEYNOTES MAY BE APPLICABLE IN THIS SHEET"

GENERAL NOTES:

1. CONTRACTOR TO COORDINATE WITH COR (CONTRACTING OFFICER'S

REPRESENTATIVE) ON LOVELL FHCC (FEDERAL HEALTH CARE CENTER) PCRA

(PRE-CONSTRUCTION RISK ASSESSMENT), ICRA (INFECTION CONTROL RISK

ASSESSMENT), AND ILSM (INTERIM LIFE SAFETY MEASURES) PLANS. ADHERE

TO ALL SAFETY/INFECTION CONTROL PROTOCOLS DURING CONSTRUCTION.

2. CONTRACTOR TO COORDINATE THROUGH COR WITH VA POLICE, FHCC

TRANSPORTATION, FHCC EMERGENCY RESPONSE, AND GREAT LAKES FIRE

DEPARTMENT ON ROAD CLOSURES AND REROUTE OF CAMPUS SHUTTLES.

3. CONTRACTOR SHALL INDICATE ALTERNATE TRAFFIC PATTERNS AND ROAD &

SIDEWALK CLOSURES AND DURATIONS AS UPDATES TO A PHASING PLAN AND

PROJECT SCHEDULE.

4. CONTRACTOR SHALL REFER TO CIVIL DRAWINGS FOR PROPOSED WORK

INDICATIONS.

5. CONTRACTOR MUST PHASE WORK TO ENSURE AT LEAST ONE LANE OF MEDAL

OF HONOR DRIVE REMAINS OPEN FOR VEHICULAR TRAFFIC AROUND THE

CAMPUS. IF A FULL CLOSURE IS REQUIRED, IT SHOULD BE LIMITED TO ONE

WEEKEND OR FEDERAL HOLIDAY AT A TIME TO MINIMIZE DISRUPTIONS TO

TRAFFIC FLOW AND PARKING LOT ACCESS. CONTRACTOR SHOULD ALSO

PROPOSE OPTIMAL PHASING PLANS TO THE VA CO AND COR TO MINIMIZE THE

IMPACT ON CAMPUS VEHICULAR AND PEDESTRIAN TRAFFIC AND ACCESS. IN

THE DETAILED SCHEDULE, CONTRACTOR MUST INDICATE THE ESTIMATED

DURATION FOR EACH PHASE.

6. CONTRACTOR MAY REUSE AND MOVE CONSTRUCTION FENCE FROM ONE

AREA TO ANOTHER TO SUPPORT PHASING PLAN.

LAMP POST BASE

SOUTHEAST BOLT ON

BM: 699.12

BOLT ON HYDRANT

NORTH UPPER FLANGE

BM: 698.27

NORTH UPPER FLANGE

BOLT ON HYDRANT

BM: 699.12

SOUTHEAST BOLT ON

LAMP POST BASE

SIGN

COLUMNS

COL.

GATE

GATE

GATE

COLUMNS

METAL

FENCE

METAL

FENCE

METAL

FENCES

CONCRETE

WALL

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

SIGN

SIGN

MEDAL OF HONOR DR.

BUCKLEY RD

L E

W

IS

A V

E

EE

E E

E

E

E

E

FO

G G

W

W

WW

T

W W

STO

E

B

B

B

B

B

ST

5 SIGN TYPE C

BOLT ON HDYRANT

NORTHWEST FLANGE

BM: 721.68

TRANS PAD

CORNER OF

BM: 722.53

M E

D A

L O

F H

O N

O R

D R

BRICK

SIGN

BM: 722.53

CORNER OF

TRANS PAD

BM: 721.68

NORTHWEST FLANGE

BOLT ON HDYRANT

OVERHEAD

COLUMNS

COLUMN

BRICK WALL

11011

G R

E E

N B

A Y

R D

E

E

E

E E

W W

W

S

W W

E E

T

STO

STO

STO

E

E

T

G G

G

G

G

G

133CA

ST

M

M

M

ST

11486

STO

SIGN TYPE C

SIGN TYPE C

5SIGN TYPE C

BRICK

LAMP POST BASE

SOUTHEAST BOLT ON

BM: 699.12

BOLT ON HYDRANT

NORTH UPPER FLANGE

BOLT ON HDYRANT

NORTHWEST FLANGE

BM: 721.68

TRANS PAD

CORNER OF

BM: 722.53

TRANS PAD

CORNER OF

BM: 719.32

M E

D A

L O

F H

O N

O R

D R

BRICK

METAL FENCE

SIGN

BM: 719.32

CORNER OF

TRANS PAD

BM: 722.53

CORNER OF

TRANS PAD

BM: 721.68

NORTHWEST FLANGE

BOLT ON HDYRANT

BM: 698.27

NORTH UPPER FLANGE

BOLT ON HYDRANT

BM: 699.12

SOUTHEAST BOLT ON

LAMP POST BASE

OVERHEAD

SIGN

SIGN

COLUMNS

COL.

GATE

GATE

GATE

COLUMNS

METAL

FENCE

METAL

FENCE

METAL

FENCES

CONCRETE

WALL

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

SIGN

SIGN

CONCRETE

GRAVEL

CONCRETE

GRAVEL

CONCRETE WALL

CONCRETE WALL

SECURITY

KEY POSTS

COLUMNS

COLUMN

BRICK WALL

EMERGENCY POLE

METAL FENCE

COLUMN

COLUMN

COLUMN

COLUMN

METAL FENCE

COLUMN

GATE

METAL FENCE

SIGN

TRANSFORMER

VAULT

METAL FENCE

11011

H

IL

L D

R

HILL DR.

W E

B E

R D

R

MEDAL OF HONOR DR.

MEDAL OF HONOR DR.

MEDAL OF HONOR DR.

MEDAL OF HONOR DR.

M E

D A

L O

F H

O N

O R

D R

CAVIN RD.

R49'

BUCKLEY RD

BUCKLEY RD

BUCKLEY RD

L E

W

IS

A V

E

M E

D A

L O

F H

O N

O R

D R

G R

E E

N B

A Y

R D

G R

E E

N B

A Y

R D

G R

E E

N B

A Y

R D

G R

E E

N B

A Y

R D

133EF

11 5

9 4

188 7

133CA

ST

M

M

M

ST

ST

M

B

B

B

B

B

ST

11486

CONCRETE

GRAVEL

CONCRETE

GRAVEL

CONCRETE WALL

CONCRETE WALL

SECURITY

KEY POSTS

MEDAL OF HONOR DR.

M E

D A

L O

F H

O N

O R

D R

R49'

W W

W

ST

M

TRANS PAD

CORNER OF

BM: 719.32

METAL FENCE

BM: 719.32

CORNER OF

TRANS PAD

EMERGENCY POLE

METAL FENCE

COLUMN

COLUMN

COLUMN

METAL FENCE

COLUMN

GATE

METAL FENCE

SIGN

TRANSFORMER

VAULT

METAL FENCE

H

IL

L D

R

M E

D A

L O

F H

O N

O R

D R

E

E

E E

FO

ST

O

W

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Au to de sk

D oc s:

//2

3.

F ay et te vi lle T ra ffi c St ud y/

.1

2_

A_ v2

2.

rv t

/5 /2

7:

:4

AM

ROADWAY AND SIDEWALK

IMPROVEMENTS

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-23-105

N/A

09/05/2024

FULLY SPRINKLERED

Revisions: Date: KJC AWB

REVISED 100% STAMPED

CONSTRUCTION DOCUMENTS

ARCHITECT/ENGINEER OF RECORDCONSULTANT

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project No.: 22328

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidon.com

GD Project No.: 23.1019

KEY PLAN:

N

0 8040

CI102

PHASING PLAN

NOTES:

1. CONTRACTOR SHALL INSTALL CONSTRUCTION FENCE AND DETOUR SIGNAGE.

2. CONTRACTOR TO REDIRECT PEDESTRIANS TO ACCESS SOUTHERN ENTRANCE TO ENTER

BUILDING 134.

3. CONTRACTOR SHALL PHASE WORK TO MAINTAIN SIDEWALK OR ALTERNATE TEMPORARY

ROUTE FOR ACCESS TO WEST ENTRANCE FOR PEDESTRIANS AS LONG AS POSSIBLE DURING

CONSTRUCTION. MINIMIZE DISRUPTION FOR ACCESS TO WEST ENTRANCE.

NOTES:

1. VALET AT CIRCLE DURING CONSTRUCTION TO ENSURE EMERGENCY DEPARTMENT ACCESS.

2. PARKING GARAGE SHALL BE ACCESSIBLE AT ALL TIMES. CONTRACTOR SHALL LEAVE AT LEAST ONE ENTRANCE TO PARKING

GARAGE OPEN.

3. WORK IN THIS AREA NEED TO BE DONE OVER THE WEEKENDS OR NIGHT HOURS.

NOTES:

1. CONTRACTOR SHALL INSTALL CONSTRUCTION FENCE, DETOUR

SIGNAGE, AND TEMPORARY SIDEWALK.

2. CONTRACTOR SHALL CLOSE FACILITY EXIT AND DETOUR TRAFFIC

TO SOUTHWEST EXIT AT CAVIN ROAD. CLOSURE TIME SHALL BE

MINIMIZED.

3. CONTRACTOR SHALL WORK OVER THE WEEKENDS OR OVER NIGHT

HOURS IN THIS AREA.

NOTES:

1. CONTRACTOR SHALL INSTALL DETOUR SIGNAGE, AND TEMPORARY

ADA CURB ACCESS RAMP AND SIDEWALK.

1/CI102

2/CI102

4/CI102

3/CI102

1/CI102 2/CI102 3/CI102

4/CI102

1. CONSTRUCTION FENCE

2. PROPOSED PEDESTRIAN PATH DURING

CONSTRUCTION

3. TEMPORARY PLASTIC SHEETING FOR

PEDESTRIAN DETOUR, VERSAMATS OR

APPROVED EQUIVALENT

4. TEMPORARY ROAD MARKING

5. CONSTRUCTION WARNING SIGN, SEE SHEET

CI103 FOR SIGN DETAILS

"NOT ALL OF THESE KEYNOTES MAY BE APPLICABLE IN THIS SHEET"

GENERAL NOTES:

1. CONTRACTOR TO COORDINATE WITH COR (CONTRACTING OFFICER'S

REPRESENTATIVE) ON FHCC (FACILITY HEALTHCARE COMMISSIONING) PCRA

(PRE-CONSTRUCTION RISK ASSESSMENT), ICRA (INFECTION CONTROL RISK

ASSESSMENT), AND ILSM (INTERIM LIFE SAFETY MEASURES) PLANS. ADHERE

TO ALL SAFETY/INFECTION CONTROL PROTOCOLS DURING CONSTRUCTION.

2. CONTRACTOR TO COORDINATE THROUGH COR WITH VA POLICE, FHCC

TRANSPORTATION, FHCC EMERGENCY RESPONSE, AND GREAT LAKES FIRE

DEPARTMENT ON ROAD CLOSURES AND REROUTE OF CAMPUS SHUTTLES.

3. CONTRACTOR SHALL INDICATE ALTERNATE TRAFFIC PATTERNS AND ROAD &

SIDEWALK CLOSURES AND DURATIONS AS UPDATES TO A PHASING PLAN AND

PROJECT SCHEDULE.

4. CONTRACTOR SHALL REFER TO CIVIL DRAWINGS FOR PROPOSED WORK

INDICATIONS.

5. CONTRACTOR MUST PHASE WORK TO ENSURE AT LEAST ONE LANE OF MEDAL

OF HONOR DRIVE REMAINS OPEN FOR VEHICULAR TRAFFIC AROUND THE

CAMPUS. IF A FULL CLOSURE IS REQUIRED, IT SHOULD BE LIMITED TO ONE

WEEKEND OR HOLIDAY WEEKEND AT A TIME TO MINIMIZE DISRUPTIONS TO

TRAFFIC FLOW AND PARKING LOT ACCESS. CONTRACTOR SHOULD ALSO

PROPOSE OPTIMAL PHASING PLANS TO THE VA CO AND COR TO MINIMIZE THE

IMPACT ON CAMPUS VEHICULAR AND PEDESTRIAN TRAFFIC AND ACCESS. IN

THE DETAILED SCHEDULE, CONTRACTOR MUST INDICATE THE ESTIMATED

DURATION FOR EACH PHASE.

6. CONTRACTOR MAY PLACE ALL CONSTRUCTION FENCE AND WORK ON ALL

LOCATIONS SIMULTANEOUSLY OR MAY REUSE AND MOVE FENCE FROM ONE

AREA TO ANOTHER.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Au to de sk

D oc s:

//2

3.

F ay et te vi lle T ra ffi c St ud y/

.1

2_

A_ v2

2.

rv t

/5 /2

7:

:4

AM

ROADWAY AND SIDEWALK

IMPROVEMENTS

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-23-105

N/A

09/05/2024

FULLY SPRINKLERED

Revisions: Date: KJC AWB

REVISED 100% STAMPED

CONSTRUCTION DOCUMENTS

ARCHITECT/ENGINEER OF RECORDCONSULTANT

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project No.: 22328

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidon.com

GD Project No.: 23.1019 CI103

PHASING SIGNAGE

N O

P

AR

KI

N

G

ZO

N E

R O

AD

W

AY

L

AN

E

TRAFFIC CONE/BARREL

(TYP. @ 10' O.C.)

W/CAUTION TAPE

BARREL-TO-BARREL.

MAINTAIN IN GOOD CONDITION

O

PE

N L

AN

EW

O

R K

ZO

N

E

PA

R

KI

N

G L

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NOTES:

1. WHEN WORKING WITH ONE LANE OPEN PROVIDE TWO

FLAGMEN, ONE AT EACH END OF BARREL TAPER.

ONE SIDE AT A TIME.

2. PROVIDE CONES, CAUTION TAPE, AND SIGNAGE

WHEN NO PARKING ALLOWED IN PORTIONS OF

PARKING LOTS DUE TO CONSTRUCTION.

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6'-0" 3'-4" 6"

5' OR 7'

ROAD

CLOSED

W20-3

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CLOSED DETOURDETOUR

M4-9LM4-9RR9-9

ROAD CLOSED

USE SOUTHERN EXIT

AT CAVIN DR

© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS

LAMP POST BASE

SOUTHEAST BOLT ON

BM: 699.12

BOLT ON HYDRANT

NORTH UPPER FLANGE

BM: 698.27

NORTH UPPER FLANGE

BOLT ON HYDRANT

BM: 699.12

SOUTHEAST BOLT ON

LAMP POST BASE

SIGN

CONCRETE

SIGN

COLUMNS

COL.

GATE

GATE

GATE

COLUMNS

METAL

FENCE

METAL

FENCE

METAL

FENCES

CONCRETE

WALL

SIGN

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

SIGN

SIGN

HILL DR.

W E

B E

R D

R

MEDAL OF HONOR DR.

MEDAL OF HONOR DR.

R46'

R2 7'

R27.6'

BUCKLEY RD

BUCKLEY RD

L E

W

IS

A V

E

EE

E E

E

T

E

E

E

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E E

E T

FO

FO

FO

S

G G

FO

W

W

WWWWW

W

W

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W

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STO

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11.6' FOC TO FOC

13.0' BC TO BC

B

B

B

B

B

ST

CORNER TO BE CUT BACK,

FOR WIDER TURNING CURVE

CORNER TO BE CUT BACK,

FOR WIDER TURNING CURVE

CORNER TO BE CUT BACK,

FOR WIDER TURNING CURVE

133EF

11 5

9 4

188 7

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

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TRAM

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TRAM

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TRAM

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W

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TR

AM

W

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TR

AM

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AY

TR

AM

W

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AM

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AM

W

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AM

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AM

W

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AM

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TRAMWAYTRAMWAY

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CD102

CD103

CD104

CD101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Au to de sk

D oc s:

//2

3.

F ay et te vi lle T ra ffi c St ud y/

.1

2_

A_ v2

2.

rv t

/5 /2

7:

:4

AM

ROADWAY AND SIDEWALK

IMPROVEMENTS

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-23-105

N/A

09/05/2024

FULLY SPRINKLERED

Revisions: Date: KJC AWB

REVISED 100% STAMPED

CONSTRUCTION DOCUMENTS

ARCHITECT/ENGINEER OF RECORDCONSULTANT

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project No.: 22328

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidon.com

GD Project No.: 23.1019

N

0 6030

M

AT

C H

L

IN

E

- S

EE

S

H

EE

T C

D

KEY PLAN:

CD101

DEMOLITION PLAN

DEMOLITION PLAN KEYNOTES

" NOT ALL OF THESE KEYNOTES MAY BE APPLICABLE IN THIS SHEET"

1. MILL 1.5 INCH OF ASPHALT PAVEMENT

2. REMOVE CURB AND GUTTER

3. REMOVE LIGHTING POLE - SALVAGE FOR REUSE

4. REMOVE SIGN - SALVAGE FOR REUSE

5. REMOVE EXISTING RAMP

6. REMOVE CONCRETE SIDEWALK

7. REMOVE BRICK PAVEMENT

8. REMOVE PAVEMENT MARKING

9. REMOVE MOUNMENT SIGN, SALVAGE PLACARD FOR REUSE

10. REMOVE STORM STRUCTURE

11. REMOVE CANOPY - SALVAGE FOR REUSE

12. REMOVE HANDRAIL - SALVAGE FOR REUSE

13. REMOVE BOLLARD - SALVAGE FOR REUSE

14. REMOVE METAL FENCE

15. REMOVE TREE AND ROOT BALL, REPLACE WITH A 2" CALIPER CLOSE

TO THE REMOVED ONE.

B

CONCRETE

GRAVEL

CONCRETE

GRAVEL

CONCRETE WALL

CONCRETE WALL

SECURITY

KEY POSTS

MEDAL OF HONOR DR.

MEDAL OF HONOR DR.

M E

D A

L O

F H

O N

O R

D R

R49'

BUCKLEY RD

G R

E E

N B

A Y

R D

W

W W

W

133EF

B

ST

M

133EF

11 5

9 4

188 7

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TR

AMW

AY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMW

AY

TR

AMW

AY

TRAMWAY TRAMWAY TRAMWAY TRAMWAY TRAMWAY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAMWAY TRAMWAY TRAMWAY TRAMWAY TRAMWAY TRAMWAY TRAMWAY

TR

AM

W

AY

TR

AMW

AY

TR

AM

W

AY

TR

AM

W

AY

TRAMWAY TRAMWAY

TR

AM

W

AY

TR

AM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAMW

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TRAMWAY

TRAMWAYTRAMWAYTRAMWAYTRAMWAY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TRAMWAYTRAMWAY

TR

AM

W

AY

CD102

CD103

CD104

CD101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Au to de sk

D oc s:

//2

3.

F ay et te vi lle T ra ffi c St ud y/

.1

2_

A_ v2

2.

rv t

/5 /2

7:

:4

AM

ROADWAY AND SIDEWALK

IMPROVEMENTS

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-23-105

N/A

09/05/2024

FULLY SPRINKLERED

Revisions: Date: KJC AWB

REVISED 100% STAMPED

CONSTRUCTION DOCUMENTS

ARCHITECT/ENGINEER OF RECORDCONSULTANT

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project No.: 22328

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidon.com

GD Project No.: 23.1019

M

AT

C H

L

IN

E

- S

EE

S

H

EE

T C

D

MATCH LINE - SEE SHEET CD103

KEY PLAN:

CD102

DEMOLITION PLAN

" NOT ALL OF THESE KEYNOTES MAY BE APPLICABLE IN THIS SHEET"

1. MILL 1.5 INCH OF ASPHALT PAVEMENT

2. REMOVE CURB AND GUTTER

3. REMOVE LIGHTING POLE - SALVAGE FOR REUSE

4. REMOVE SIGN - SALVAGE FOR REUSE

5. REMOVE EXISTING RAMP

6. REMOVE CONCRETE SIDEWALK

7. REMOVE BRICK PAVEMENT

8. REMOVE PAVEMENT MARKING

9. REMOVE MOUNMENT SIGN, SALVAGE PLACARD FOR REUSE

10. REMOVE STORM STRUCTURE

11. REMOVE CANOPY - SALVAGE FOR REUSE

12. REMOVE HANDRAIL - SALVAGE FOR REUSE

13. REMOVE BOLLARD - SALVAGE FOR REUSE

14. REMOVE METAL FENCE

15. REMOVE TREE AND ROOT BALL, REPLACE WITH A 2" CALIPER CLOSE

TO THE REMOVED ONE.

DEMOLITION PLAN KEYNOTES

0 6030

N

BOLT ON HDYRANT

NORTHWEST FLANGE

BM: 721.68

TRANS PAD

CORNER OF

BM: 722.53

M E

D A

L O

F H

O N

O R

D R

BRICK

SIGN

SIGN

BM: 722.53

CORNER OF

TRANS PAD

BM: 721.68

NORTHWEST FLANGE

BOLT ON HDYRANT

OVERHEAD

COLUMNS

SIGN

SIGN

COLUMN

HANDRAILS

HANDRAIL

HANDRAIL

BRICK WALL

M

11011

R15.3'

G R

E E

N B

A Y

R D

G R

E E

N B

A Y

R D

R15.5'

R15.2'

R13.9'

STO

E

E

E

E

E

E E

E E

W W

W

W

W W

S

W W W

W

T

E

E

T T

E

STO

STO

STO

STO

STO

STO

E

E

T

T

G G

G G

G

G

G

G

T

133CA

ST

M

M

M

ST

11486

STO

STO

ST

O

4 4

4 4

CORNER TO BE CUT BACK,

FOR WIDER TURNING CURVE

1 8

133EF

11 5

9 4

188 7

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TR

AMW

AY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMW

AY

TR

AMW

AY

TRAMWAY TRAMWAY TRAMWAY TRAMWAY TRAMWAY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAMWAY TRAMWAY TRAMWAY TRAMWAY TRAMWAY TRAMWAY TRAMWAY

TR

AM

W

AY

TR

AMW

AY

TR

AM

W

AY

TR

AM

W

AY

TRAMWAY TRAMWAY

TR

AM

W

AY

TR

AM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAMW

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TRAMWAY

TRAMWAYTRAMWAYTRAMWAYTRAMWAY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TRAMWAYTRAMWAY

TR

AM

W

AY

CD102

CD103

CD104

CD101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Au to de sk

D oc s:

//2

3.

F ay et te vi lle T ra ffi c St ud y/

.1

2_

A_ v2

2.

rv t

/5 /2

7:

:4

AM

ROADWAY AND SIDEWALK

IMPROVEMENTS

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-23-105

N/A

09/05/2024

FULLY SPRINKLERED

Revisions: Date: KJC AWB

REVISED 100% STAMPED

CONSTRUCTION DOCUMENTS

ARCHITECT/ENGINEER OF RECORDCONSULTANT

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project No.: 22328

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidon.com

GD Project No.: 23.1019

MATCH LINE - SEE SHEET CD102

MATCH LINE - SEE SHEET CD104

KEY PLAN:

CD103

DEMOLITION PLAN

" NOT ALL OF THESE KEYNOTES MAY BE APPLICABLE IN THIS SHEET"

1. MILL 1.5 INCH OF ASPHALT PAVEMENT

2. REMOVE CURB AND GUTTER

3. REMOVE LIGHTING POLE - SALVAGE FOR REUSE

4. REMOVE SIGN - SALVAGE FOR REUSE

5. REMOVE EXISTING RAMP

6. REMOVE CONCRETE SIDEWALK

7. REMOVE BRICK PAVEMENT

8. REMOVE PAVEMENT MARKING

9. REMOVE MOUNMENT SIGN, SALVAGE PLACARD FOR REUSE

10. REMOVE STORM STRUCTURE

11. REMOVE CANOPY - SALVAGE FOR REUSE

12. REMOVE HANDRAIL - SALVAGE FOR REUSE

13. REMOVE BOLLARD - SALVAGE FOR REUSE

14. REMOVE METAL FENCE

15. REMOVE TREE AND ROOT BALL, REPLACE WITH A 2" CALIPER CLOSE

TO THE REMOVED ONE.

DEMOLITION PLAN KEYNOTES

TRANS PAD

CORNER OF

BM: 719.32

METAL FENCE

BM: 719.32

CORNER OF

TRANS PAD

EMERGENCY POLE

METAL FENCE

COLUMN

COLUMN

COLUMN

COLUMN

METAL FENCE

COLUMN

GATE

METAL FENCE

SIGN

TRANSFORMER

VAULT

METAL FENCE

R45.0'

R66.7'

H

IL

L D

R

CAVIN RD.

M E

D A

L O

F H

O N

O R

D R

G R

E E

N B

A Y

R D

E

E

E

E

E

W

E

E

E

E

E

T

T

E

E

FO

FO

E

ST

O

ST

O

E

STO

STO

STO

W

E S

S

CORNER TO BE CUT BACK, FOR

WIDER TURNING CURVE

133EF

11 5

9 4

188 7

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TR

AMW

AY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMW

AY

TR

AMW

AY

TRAMWAY TRAMWAY TRAMWAY TRAMWAY TRAMWAY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAMWAY TRAMWAY TRAMWAY TRAMWAY TRAMWAY TRAMWAY TRAMWAY

TR

AM

W

AY

TR

AMW

AY

TR

AM

W

AY

TR

AM

W

AY

TRAMWAY TRAMWAY

TR

AM

W

AY

TR

AM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAMW

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TRAMWAY

TRAMWAYTRAMWAYTRAMWAYTRAMWAY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TRAMWAYTRAMWAY

TR

AM

W

AY

CD102

CD103

CD104

CD101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Au to de sk

D oc s:

//2

3.

F ay et te vi lle T ra ffi c St ud y/

.1

2_

A_ v2

2.

rv t

/5 /2

7:

:4

AM

ROADWAY AND SIDEWALK

IMPROVEMENTS

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-23-105

N/A

09/05/2024

FULLY SPRINKLERED

Revisions: Date: KJC AWB

REVISED 100% STAMPED

CONSTRUCTION DOCUMENTS

ARCHITECT/ENGINEER OF RECORDCONSULTANT

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project No.: 22328

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidon.com

GD Project No.: 23.1019

MATCH LINE - SEE SHEET CD103

KEY PLAN:

CD104

DEMOLITION PLAN

" NOT ALL OF THESE KEYNOTES MAY BE APPLICABLE IN THIS SHEET"

1. MILL 1.5 INCH OF ASPHALT PAVEMENT

2. REMOVE CURB AND GUTTER

3. REMOVE LIGHTING POLE - SALVAGE FOR REUSE

4. REMOVE SIGN - SALVAGE FOR REUSE

5. REMOVE EXISTING RAMP

6. REMOVE CONCRETE SIDEWALK

7. REMOVE BRICK PAVEMENT

8. REMOVE PAVEMENT MARKING

9. REMOVE MOUNMENT SIGN, SALVAGE PLACARD FOR REUSE

10. REMOVE STORM STRUCTURE

11. REMOVE CANOPY - SALVAGE FOR REUSE

12. REMOVE HANDRAIL - SALVAGE FOR REUSE

13. REMOVE BOLLARD - SALVAGE FOR REUSE

14. REMOVE METAL FENCE

15. REMOVE TREE AND ROOT BALL, REPLACE WITH A 2" CALIPER CLOSE

TO THE REMOVED ONE.

DEMOLITION PLAN KEYNOTES

LAMP POST BASE

SOUTHEAST BOLT ON

BM: 699.12

BOLT ON HYDRANT

NORTH UPPER FLANGE

BM: 698.27

NORTH UPPER FLANGE

BOLT ON HYDRANT

BM: 699.12

SOUTHEAST BOLT ON

LAMP POST BASE

SIGN

SIGN

COLUMNS

COL.

GATE

GATE

GATE

COLUMNS

METAL

FENCE

METAL

FENCE

METAL

FENCES

CONCRETE

WALL

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

SIGN

SIGN

HILL DR.

W E

B E

R D

R

MEDAL OF HONOR DR.

MEDAL OF HONOR DR.

BUCKLEY RD

BUCKLEY RD

L E

W

IS

A V

E

EE

E E

E

T

E

E

E

E

E

E

EE

E E

E T

FO

FO

FO

S

G G

FO

W

W

WWWWW

W

W

T

T W W

W

W

STO

STO

E

B

B

B

B

B

ST

15' BC TO BC

13.75' FOC TO FOC

PER 5/CS502

PER 12/CS501

PER 11/CS501

6 6

6 8

17 7

8 6

222323 232323

5'5'

R60' R40

R35'

133EF

11 5

9 4

188 7

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TR

AMW

AY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMW

AY

TRAMW

AY

TRAMWAY TRAMWAY TRAMWAY TRAMWAY TRAMWAY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAMWAY TRAMWAY TRAMWAY TRAMWAY TRAMWAY TRAMWAY TRAMWAY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TRAMWAY TRAMWAY

TR

AM

W

AY

TR

AM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAMWAY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TRAMWAY

TRAMWAYTRAMWAYTRAMWAYTRAMWAY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TRAMWAYTRAMWAY

TR

AM

W

AY

CS102 CS101

CS103

CS104

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Au to de sk

D oc s:

//2

3.

F ay et te vi lle T ra ffi c St ud y/

.1

2_

A_ v2

2.

rv t

/5 /2

7:

:4

AM

ROADWAY AND SIDEWALK

IMPROVEMENTS

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-23-105

N/A

09/05/2024

FULLY SPRINKLERED

Revisions: Date: KJC AWB

REVISED 100% STAMPED

CONSTRUCTION DOCUMENTS

ARCHITECT/ENGINEER OF RECORDCONSULTANT

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project No.: 22328

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidon.com

GD Project No.: 23.1019

M

AT

C H

L

IN

E

- S

EE

S

H

EE

T C

S1

KEY PLAN:

CS101

SITE DEVELOPMENT PLAN

SITE DEVELOPMENT PLAN KEYNOTES

0 6030

N

NOTE: CONTRACTOR SHALL REPLACE ANY ADA RAMPS DAMAGED DURING

DEMOLISHING PER MOST APPLICABLE RAMP DETAILS IN SHEET CS501 AND CS502.

SUBMIT RFI IF NOT CLEAR.

" NOT ALL OF THESE KEYNOTES MAY BE APPLICABLE IN THIS SHEET"

1. INSTALL ADA RAMP

2. FULL DEPTH ASPHALT PAVEMENT, SEE DETAIL 2/CS501

3. ADJUST CASTING TO GRADE

4. ASPHALT PAVEMENT OVERLAY, SEE DETAIL 1/CS501

5. INSTALL CURB INLET, SEE DETAIL 1/CS502

6. INSTALL CONCRETE CURB AND GUTTER, SEE DETAIL 8/CS501

7. INSTALL CONCRETE SIDEWALK, SEE DETAIL 13/CS501

8. TRAFFIC ARROW, THERMOPLASTIC, WHITE

9. REINSTALL SIGN

10. REINSTALL LIGHTING POLE PER MANUFACTURER'S RECOMMENDATIONS

11. INSTALL CATCH BASIN, SEE DETAIL 2/CS502

12. EXTEND EXISTING STORM PIPE

13. ROLL CURB DETAIL WITH REVERSED SLOPE GUTTER, SEE DETAIL 4/CS501

14. 12" CONCRETE SLAB ON 12" COMPACTED GRANULAR FILL

15. 6' x 12' ALUMINUM PREFABRICATED BUS SHELTER WITH BENCH, SEE

SPECIFICATION 10 73 43 AND CUT SHEETS IN APPENDIX 08 FOR MORE

INFORMATION

16. FILL GAP B/W CURB AND SIDEWALK WITH CAULK

17. PEDESTRIAN CROSSING SIGN, SEE DETAIL 14/CS501

18. INSTALL CONCRETE CURB, SEE DETAIL 9/CS501

19. INSTALL BRICK ENTRANCE MONUMENT AND PLACARD, TO MATCH THE

EXISTING

20. VALEY CURB AND GUTTER, SEE DETAIL 3/CS502

21. REINSTALL TENT AND HANDRAIL

22. STOP BAR, PAINTED, WHITE, 12" WIDE, THERMOPLASTIC

23. PAVEMENT MARKING, PAINTED, DOUBLE YELLOW, 4" WIDE

24. PEDESTRIAN CROSSING PAVEMENT MARKING, THERMOPLASTIC, WHITE, 24"

WIDE

25. RETAINING WALL, SEE DETAIL 10/CS502

26. 6 FT LONG CONCRETE CURB PARKING STOPS 9" X 5.5" HIGH

27. HANDICAP SIGN INSTALLED IN BOLLARD, SEE DETAIL 11/CS502

PARKING

GARAGE

D

CONCRETE

GRAVEL

CONCRETE

GRAVEL

CONCRETE WALL

CONCRETE WALL

SECURITY

KEY POSTS

MEDAL OF HONOR DR.

MEDAL OF HONOR DR.

M E

D A

L O

F H

O N

O R

D R

R49'

BUCKLEY RD

G R

E E

N B

A Y

R D

W

W W

W

133EF

ST

M

PER 7/CS501

PARKING

GARAGE

D

REGRADE THE AREA SURROUNDING

THE MANHOLE TO PREVENT WATER

FROM POOLING

REGRADE THE AREA SURROUNDING

THE SIDEWALK TO PREVENT WATER

FROM POOLING

24 24

133EF

11 5

9 4

188 7

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TR

AMW

AY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMW

AY

TRAMW

AY

TRAMWAY TRAMWAY TRAMWAY TRAMWAY TRAMWAY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

TRAM

W

AY

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CS102 CS101

CS103

CS104

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Au to de sk

D oc s:

//2

3.

F ay et te vi lle T ra ffi c St ud y/

.1

2_

A_ v2

2.

rv t

/5 /2

7:

:4

AM

ROADWAY AND SIDEWALK

IMPROVEMENTS

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-23-105

N/A

09/05/2024

FULLY SPRINKLERED

Revisions: Date: KJC AWB

REVISED 100% STAMPED

CONSTRUCTION DOCUMENTS

ARCHITECT/ENGINEER OF RECORDCONSULTANT

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project No.: 22328

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidon.com

GD Project No.: 23.1019

M

AT

C H

L

IN

E

- S

EE

S

H

EE

T C

S1

MATCH LINE - SEE SHEET CS103

KEY PLAN:

CS102

SITE DEVELOPMENT PLAN

SITE DEVELOPMENT PLAN KEYNOTES

0 6030

N

NOTE: CONTRACTOR SHALL REPLACE ANY ADA RAMPS DAMAGED DURING

DEMOLISHING PER MOST APPLICABLE RAMP DETAILS IN SHEET CS501 AND CS502.

SUBMIT RFI IF NOT CLEAR.

" NOT ALL OF THESE KEYNOTES MAY BE APPLICABLE IN THIS SHEET"

1. INSTALL ADA RAMP

2. FULL DEPTH ASPHALT PAVEMENT, SEE DETAIL 2/CS501

3. ADJUST CASTING TO GRADE

4. ASPHALT PAVEMENT OVERLAY, SEE DETAIL 1/CS501

5. INSTALL CURB INLET, SEE DETAIL 1/CS502

6. INSTALL CONCRETE CURB AND GUTTER, SEE DETAIL 8/CS501

7. INSTALL CONCRETE SIDEWALK, SEE DETAIL 13/CS501

8. TRAFFIC ARROW, THERMOPLASTIC, WHITE

9. REINSTALL SIGN

10. REINSTALL LIGHTING POLE PER MANUFACTURER'S RECOMMENDATIONS

11. INSTALL CATCH BASIN, SEE DETAIL 2/CS502

12. EXTEND EXISTING STORM PIPE

13. ROLL CURB DETAIL WITH REVERSED SLOPE GUTTER, SEE DETAIL 4/CS501

14. 12" CONCRETE SLAB ON 12" COMPACTED GRANULAR FILL

15. 6' x 12' ALUMINUM PREFABRICATED BUS SHELTER WITH BENCH, SEE

SPECIFICATION 10 73 43 AND CUT SHEETS IN APPENDIX 08 FOR MORE

INFORMATION

16. FILL GAP B/W CURB AND SIDEWALK WITH CAULK

17. PEDESTRIAN CROSSING SIGN, SEE DETAIL 14/CS501

18. INSTALL CONCRETE CURB, SEE DETAIL 9/CS501

19. INSTALL BRICK ENTRANCE MONUMENT AND PLACARD, TO MATCH THE

EXISTING

20. VALEY CURB AND GUTTER, SEE DETAIL 3/CS502

21. REINSTALL TENT AND HANDRAIL

22. STOP BAR, PAINTED, WHITE, 12" WIDE, THERMOPLASTIC

23. PAVEMENT MARKING, PAINTED, DOUBLE YELLOW, 4" WIDE

24. PEDESTRIAN CROSSING PAVEMENT MARKING, THERMOPLASTIC, WHITE, 24"

WIDE

25. RETAINING WALL, SEE DETAIL 10/CS502

BOLT ON HDYRANT

NORTHWEST FLANGE

BM: 721.68

TRANS PAD

CORNER OF

BM: 722.53

M E

D A

L O

F H

O N

O R

D R

BRICK

SIGN

BM: 722.53

CORNER OF

TRANS PAD

BM: 721.68

NORTHWEST FLANGE

BOLT ON HDYRANT

OVERHEAD

COLUMNS

COLUMN

BRICK WALL

M

11011

G R

E E

N B

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G R

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ST

M

M

M

ST

11486

STO

STO

ST

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30'

PER 4/CS502

PER 11/CS501

PER 11/CS501

EXIST. STORM INLET

EXIST. STORM INLET

EXIST. STORM INLET

1 PER 11/CS501

8'5'

8'

12'

1 PER 4/CS502

1 PER 4/CS502

6'

1PER 5/CS502

8 8

60'

10.5'

10'

15'

6'

2'

25'

8.

5'

30°'

25 26 12

GRAVEL

20'

R23'

R23'

R23'

R23'

R2'

133EF

11 5

9 4

188 7

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

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TRAMWAY

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AY

CS102 CS101

CS103

CS104

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Au to de sk

D oc s:

//2

3.

F ay et te vi lle T ra ffi c St ud y/

.1

2_

A_ v2

2.

rv t

/5 /2

7:

:4

AM

ROADWAY AND SIDEWALK

IMPROVEMENTS

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-23-105

N/A

09/05/2024

FULLY SPRINKLERED

Revisions: Date: KJC AWB

REVISED 100% STAMPED

CONSTRUCTION DOCUMENTS

ARCHITECT/ENGINEER OF RECORDCONSULTANT

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project No.: 22328

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidon.com

GD Project No.: 23.1019

MATCH LINE - SEE SHEET CS102

MATCH LINE - SEE SHEET CS104

KEY PLAN:

CS103

SITE DEVELOPMENT PLAN

SITE DEVELOPMENT PLAN KEYNOTES

0 6030

N

NOTE: CONTRACTOR SHALL REPLACE ANY ADA RAMPS DAMAGED DURING

DEMOLISHING PER MOST APPLICABLE RAMP DETAILS IN SHEET CS501 AND CS502.

SUBMIT RFI IF NOT CLEAR.

" NOT ALL OF THESE KEYNOTES MAY BE APPLICABLE IN THIS SHEET"

1. INSTALL ADA RAMP

2. FULL DEPTH ASPHALT PAVEMENT, SEE DETAIL 2/CS501

3. ADJUST CASTING TO GRADE

4. ASPHALT PAVEMENT OVERLAY, SEE DETAIL 1/CS501

5. INSTALL CURB INLET, SEE DETAIL 1/CS502

6. INSTALL CONCRETE CURB AND GUTTER, SEE DETAIL 8/CS501

7. INSTALL CONCRETE SIDEWALK, SEE DETAIL 13/CS501

8. TRAFFIC ARROW, THERMOPLASTIC, WHITE

9. REINSTALL SIGN

10. REINSTALL LIGHTING POLE PER MANUFACTURER'S RECOMMENDATIONS

11. INSTALL CATCH BASIN, SEE DETAIL 2/CS502

12. EXTEND EXISTING STORM PIPE

13. ROLL CURB DETAIL WITH REVERSED SLOPE GUTTER, SEE DETAIL 4/CS501

14. 12" CONCRETE SLAB ON 12" COMPACTED GRANULAR FILL

15. 6' x 12' ALUMINUM PREFABRICATED BUS SHELTER WITH BENCH, SEE

SPECIFICATION 10 73 43 AND CUT SHEETS IN APPENDIX 08 FOR MORE

INFORMATION

16. FILL GAP B/W CURB AND SIDEWALK WITH CAULK

17. PEDESTRIAN CROSSING SIGN, SEE DETAIL 14/CS501

18. INSTALL CONCRETE CURB, SEE DETAIL 9/CS501

19. INSTALL BRICK ENTRANCE MONUMENT AND PLACARD, TO MATCH THE

EXISTING

20. VALEY CURB AND GUTTER, SEE DETAIL 3/CS502

21. REINSTALL TENT AND HANDRAIL

22. STOP BAR, PAINTED, WHITE, 12" WIDE, THERMOPLASTIC

23. PAVEMENT MARKING, PAINTED, DOUBLE YELLOW, 4" WIDE

24. PEDESTRIAN CROSSING PAVEMENT MARKING, THERMOPLASTIC, WHITE, 24"

WIDE

25. RETAINING WALL, SEE DETAIL 10/CS502

TRANS PAD

CORNER OF

BM: 719.32

METAL FENCE

BM: 719.32

CORNER OF

TRANS PAD

EMERGENCY POLE

METAL FENCE

COLUMN

COLUMN

COLUMN

COLUMN

METAL FENCE

COLUMN

GATE

METAL FENCE

SIGN

TRANSFORMER

VAULT

METAL FENCE

H

IL

L D

R

CAVIN RD.

M E

D A

L O

F H

O N

O R

D R

G R

E E

N B

A Y

R D

E

E

E

E

E

W

E

E

E

E

E

T

T

E

E

FO

FO

E

ST

O

ST

O

E

STO

STO

STO

W

E S

S

28'

9.

6'

R60'

R88'

133EF

11 5

9 4

188 7

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TR

AMW

AY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMWAY

TRAMW

AY

TRAMW

AY

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TRAM

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AY

TRAM

W

AY

TRAM

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TRAM

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TRAM

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TRAM

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TRAM

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TRAM

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W

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AY

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AY

TR

AM

W

AY

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AM

W

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AM

W

AY

TR

AM

W

AY

TR

AM

W

AY

TRAMWAYTRAMWAY

TR

AM

W

AY

CS102 CS101

CS103

CS104

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

Au to de sk

D oc s:

//2

3.

F ay et te vi lle T ra ffi c St ud y/

.1

2_

A_ v2

2.

rv t

/5 /2

7:

:4

AM

ROADWAY AND SIDEWALK

IMPROVEMENTS

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-23-105

N/A

09/05/2024

FULLY SPRINKLERED

Revisions: Date: KJC AWB

REVISED 100% STAMPED

CONSTRUCTION DOCUMENTS

ARCHITECT/ENGINEER OF RECORDCONSULTANT

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES Project No.: 22328

1221 N. Pennsylvania St.

Indianapolis, IN 46202 Phone: 317.800.6388 www.guidon.com

GD Project No.: 23.1019

MATCH LINE - SEE SHEET CS103

KEY PLAN:

CS104

SITE DEVELOPMENT PLAN

SITE DEVELOPMENT PLAN KEYNOTES

0 6030

N

NOTE: CONTRACTOR SHALL REPLACE ANY ADA RAMPS DAMAGED DURING

DEMOLISHING PER MOST APPLICABLE RAMP DETAILS IN SHEET CS501 AND CS502.

SUBMIT RFI IF NOT CLEAR.

" NOT ALL OF THESE KEYNOTES MAY BE APPLICABLE IN THIS SHEET"

1. INSTALL ADA RAMP

2. FULL DEPTH ASPHALT PAVEMENT, SEE DETAIL 2/CS501

3. ADJUST CASTING TO GRADE

4. ASPHALT PAVEMENT OVERLAY, SEE DETAIL 1/CS501

5. INSTALL CURB INLET, SEE DETAIL 1/CS502

6. INSTALL CONCRETE CURB AND GUTTER, SEE DETAIL 8/CS501

7. INSTALL CONCRETE SIDEWALK, SEE DETAIL 13/CS501

8. TRAFFIC ARROW, THERMOPLASTIC, WHITE

9. REINSTALL SIGN

10. REINSTALL LIGHTING POLE PER MANUFACTURER'S RECOMMENDATIONS

11. INSTALL CATCH BASIN, SEE DETAIL 2/CS502

12. EXTEND EXISTING STORM PIPE

13. ROLL CURB DETAIL WITH REVERSED SLOPE GUTTER, SEE DETAIL 4/CS501

14. 12" CONCRETE SLAB ON 12" COMPACTED GRANULAR FILL

15. 6' x 12' ALUMINUM PREFABRICATED BUS…