W912QR23R0019_Specs_Vol2-0000.pdf

Solicitation For SAC Child Development Center Wright- Patterson Air Force Base, OH

P2: 499954

Design-Build

Specifications - Vol. 2 of 3 Certified Final Design

09 June 2023

W912QR23R0019

ARIMS: 200A Disposition: Maintain for 15yrs after construction.

W912QR23R0019_Specs_Vol2-0000

SAC Child Development Center

Wright Patterson Air Force Base, OH

FY24, P2 499954

REQUEST FOR PROPOSAL

Table of Contents ii

US Army Corps of Engineers Louisville District

TABLE OF CONTENTS – RFP

SAC CHILD DEVELOPMENT CENTER

WRIGHT PATTERSON AIR FORCE BASE, OH

WPAFB PN: ZHTV213000, P2: 499954

VOLUME 1:

TITLE

List of Contributors

00 10 00 Price Breakout Schedule

00 80 00.00 06 Special Provisions

Submittal Register

Project Sign Detail

01 03 00.00 06 Design Submission Requirements After Award

01 11 00 Summary of Work

01 11 01 Statement of Work Civil Site

01 11 02 Statement of Work Architecture

01 11 03 Statement of Work Interior Design

01 11 04 Statement of Work Structural Systems

01 11 05 Statement of Work HVAC & Plumbing

01 11 06 Statement of Work Electrical and Communication Systems

01 11 07 Statement of Work Life Safety/Fire Protection

01 11 08 Statement of Work for Sustainability/Energy Efficiency

01 32 01.00 06 Project Schedule

01 33 00 Submittal Procedures

01 33 29.00 06 Sustainability Reporting

01 35 26.00 06 Government Safety Requirements

01 35 43 General Environmental Protection Requirements (WPAFB)

01 42 00 Applicable Criteria

01 45 00.15 10 Resident Management System Contractor Mode (RMS CM)

01 45 04.10 06 Contractor Quality Control

01 46 00.00 06 Total Building Commissioning

01 50 00 Temporary Construction Facilities and Controls

01 74 19 Construction Waste Management and Disposal

01 78 23 Operation and Maintenance Data

VOLUME 2:

Table of Contents

List of Contributors

Appendix A Diagrammatic Drawings

Appendix B Fire Flow Test

FY24, P2 499954

Appendix C Interior Design Color Schemes

Appendix D Criteria Documents

Appendix E Site Characterization Report

Appendix F WPAFB Hot Work Program

Appendix G CCTV Requirements

Appendix H Playground Equipment Information for Reference Only

Appendix J Padmount Transformer Detail

Appendix K School Aged Children Finishes

VOLUME 3:

Table of Contents

List of Contributors

Appendix L WPAFB AICUZ Study

FY24, P2 499954

Contributors to the RFP

DISCIPLINE

Project Manager

PE/A

Civil Engineer

Checker

Hydrology Engineer

Geotechnical Engineer

Structural Engineer

Architect

Interior Designer

Mechanical Engineer

Electrical Engineer

CONTRIBUTOR

Benjamin Evans

Jim MacMillan

Nathan Fischer

Allen Combs

Isaiah Weilbaker

Cliff Carter

Josh English

Jeremy Hudson

Yohannes Assefa

David Smith

Mark Johnson

Jennifer Schenkenfelder

Jessica O’Bryan

Courtney Murphy

Brandon Martin

Vu Nguyen

Jeffrey Moore

Chas Krish

FY24, P2 499954

Appendices

APPENDIX A

DIAGRAMMATIC DRAWINGS

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Date: 2023.01.12 15:29:51

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AKERS.AUBRE

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Date: 2023.01.17 08:30:29

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Date: 2023.01.17

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Date: 2023.01.12 10:47:17

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Date: 2023.01.17

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Date: 2023.01.12

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Date: 2023.01.17

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Date: 2023.01.30 14:27:54 -05'00' 1/30/23

MACMILLAN.JAMES.SCO

TT.1573310019

Digitally signed by

MACMILLAN.JAMES.SCOTT.1573310019

Date: 2023.03.06 14:56:05 -05'00'

3/6/23

MOORE.J

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Date: 2023.01.12

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KRISH.C

HARLES

.M.JR.12

9778338

Digitally signed by

KRISH.CHARL

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83382

Date:

2023.01.17

08:50:08 -05'00'

MAP DATA: GOOGLE MAPS, MAY 2021 MAP DATA: © OPENSTREETMAP CONTRIBUTORS, MAY 2021

GREENE COUNTY

PROJECT LOCATION

PROPOSED HAUL ROUTE

GATE 26A

PROJECT SITE

NOTE:

1. ACCESS GATE FOR COMMERCIAL IS GATE 26A. GATE HOURS ARE 0600 TO 1800 ON

MONDAY THROUGH FRIDAY, 0600 TO 1400 ON SATURDAYS, AND CLOSED ON SUNDAYS.

2. UNLOADED TRUCKS MUST EXIT ON THE HAUL ROUTE.

OHIO

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LEGEND

SURFACE

NEW PROPOSED ASPHALT PAVEMENT

BUILDING LOCATION

AS NOTED

NEW PROPOSED CONCRETE SURFACE,

NEW PROPOSED GRAVEL SURFACE

PROPOSED FENCING

CONTRACTOR WORK LIMITS

HUFFMAN RETARDING BASIN

REQUIREMENTS IN THE HUFFMAN RETARDING BASIN.

SEE RFP SPECIFICATIONS 01 11 00, 01 11 01, AND 01 35 43 FOR WORK 1.

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DATE OF AERIAL IMAGERY IS 20192.

PHASE II CONTRACT

SOURCE OF AERIAL IMAGERY: OHIO STATEWIDE IMAGERY PROGRAM (OSIP), 1.

GENERAL SHEET NOTES

CONTRACTOR WORK LIMITS

F31235 PROJECT LIMITS

NOT IN CONTRACT; RENOVATE CDC

STAGING AREA LIMITS

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AERIAL PHOTOGRAPH

1"=60'SCALE: 60' 120'0

NORTH

BLDG 1

UTILITY

UTILITY BLDG 2

BUILDING

RENOVATED CDC

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GENERAL SHEET NOTES

CONTRACTOR WORK LIMITS

CONTROL POINT

SEE SHEET VF401 FOR CONTROL POINT DESCRIPTIONS.4.

SURVEY WAS COMPLETED IN MARCH 2022.3.

VERTICAL DATUM FOR THE SURVEY IS NAVD 1988.2.

PLANE COORDINATE SYSTEM.

HORIZONTAL DATUM FOR THE SURVEY IS NAD83/2011 OHIO SOUTH STATE 1.

SHEET KEYNOTES

CDC42.

CDC31.

F31235 PROJECT LIMITS

NOT IN CONTRACT; RENOVATE CDC

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MONUMENT LOCATIONS

1"=60'SCALE: 60' 120'0

NORTH

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

W

CONV.

V

COMB. FACTOR

NORTHING

EASTING

(M)

LOCATION:

NAVD88

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

W

CONV.

V

COMB. FACTOR

NORTHING

EASTING

(M)

LOCATION:

NAVD88

DESCRIPTION:

DESCRIPTION:

GEOGRAPHIC COORDINATES (NAD83)

-00° 58' 14.338

39°48'36.48028"

84°01'47.54138"

-00° 14' 14.64261"

(FT)(FT)

march 9, 2022

7th of FEB 2022 7th Feb 2022

N

1538737.801 nov 2020.

*Established from previous cdc job

GEOGRAPHIC COORDINATES (NAD83)

(US Survey FT)

(US SURVEY FT)

(US Survey FT)

(US SURVEY FT)

celrl-edc-g celrl-edc-g dayton, ohio

Wight-patterson air force base wpafb sac cdc cdc3 ohio SOUth 3402 (NAD83) ohio SOUth 3402 (NAD83) cdc4 march 9, 2022 wpafb sac cdc dayton, ohio wright-patterson air force base with the ground.

The station is a 5/8" iron pin set with COE cap that is driven flush with the ground.

The station is a 5/8" iron pin set with COE cap that is driven flush

39°48'45.69013"

84°01'46.75461"

1538814.974

663861.324

0.999929425

662930.612

0.999928589

IS NORTH 11.7 FEET OF THE CENTER OF A LARGE HEADWALL.

FEET OF A CURB INLET MANHOLE ON THE EAST SIDE OF cHESNUT STREET. STATION

OF THE ENTRANCE TO THE EXCHANGE MOBILE CENTER. STATION IS EAST 7.9

MANHOLE CENTER. station is ABOUT 67.9 FT sOUTHEAST from A POWER POLE NORTH

CHESTNUT STREET and THE sOUTH SIDE OF THE ENTRANCE TO THE EXCHANGE

The Monument CDC3 is located in A grassy area ON TOP OF A DITCH between sTATION IS 34.8 FEET WEST OF A RAILROAD SPIKE (TBM 2) IN A UTILITY POLE.

STREET. STATION IS 50.6 FT WEST OF AN UTILITY POLE.

sTATION IS 43.4 FT SOUTHEAST OF THE INTERSECION OF OAK STREET AND CHESTNUT

OF OAK STREET AND CHESTNUT STREET.

The Monument CCD4 is located in the grassy area sOUTH OF THE INTERSECTION set set

N

837.730827.21 nov 2020.

*Established from previous cdc job

C H

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7.9'

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OAK STREET

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.4

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D

R A

W

IN

R T

IF

IE

D F

IN

A

L D

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IG

N

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IL

D

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VF401

R

IG

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T -P

A T

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A

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D D

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N T

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D E

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N -B

U

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D R

F P

P

F Y

F

IS

C H

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N

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C H

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A C

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B S

J.

M

A C

M

IL

L A

N

A N

S I

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D E

C E

M B

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T B

D

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IS

V

IL

L E

D

IS

T R

IC

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IN

L U

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K

IN

G J

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L A

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IS

V

IL

L E

K

Y

N

U M

E N

T D

E S

C R

IP

T

IO

N

S

A1

MONUMENT DESCRIPTIONS

SCALE: NTS

W

OW

ST

ST

TR

TR

TR

TR

TR

TR

TR TR

TR

W W

S

S

S

S

S

S

S

S

S

S

S

S

SS

S

S

S S

S

S

S

S

S

S

S

S S

S

S

S S

D

D D

D

D

D

D

D D D

D

D

D

D

D

D D

D

D

D

D

D D

D

D

D

D

D

D

D

E

E

E

E

E

E E E

E

E

E

E

G G

G G

G

CO

GT

U

C

CP

C

C

ELECELEC

COU

COCO

G

V U

CP

D

C

C D

U V

E

D

C

UCP

C

CB

DCB

CB

CB

CBCB

CB

CB

CB

CB

CB

CB

CB

CB

CB

D

CBCB

BM

BLDG 1

UTILITY

UTILITY BLDG 2

BUILDING

RENOVATED CDC

S P

R U

C E W

A Y

OAK STREET

C H

E S

T N

U T A

V E

N U

E

S P

R U

C E W

A Y

S P

R U

C E W

A Y

C H

E S

T N

U T A

V E

N U

E

C H

E S

T N

U T A

V E

N U

E

X X

X

X

X X

X

X

X X

X

X

X

X

X

X X

X

X X

X

X

X

X

X

X

X

X

X

X

X

XX

X

X X

X

X

X X

X

CD102

CD104

CD106 CD107

CD105

CD103

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D R

A W

N B

Y

TESTED AND CONFIRMED OTHERWISE.

ENVIRONMENTAL REGULATIONS WHEN WORKING WITH THIS PIPE UNLESS

ASBESTOS CONTAINING AND FOLLOW ALL APPLICABLE SAFETY AND

CONTRACTOR MUST ASSUME ALL TRANSITE PIPING TO BE REMOVED IS

EXISTING WATER MAINS ARE 6" DIAMETER TRANSITE (ASBESTOS CEMENT). 9.

PROJECT F31235 BEFORE THIS PROJECT.

ALL DEMO WORK WITHIN THE NOT IN CONTRACT AREA WILL BE DEMOED BY 8.

IN UFC 3-201-02.

EXISTING VEGETATION WHEN POSSIBLE. FOLLOW PRESERVATION CRITERIA

PROGRAM MANAGER (NR PM), DARRYN WARNER, (937)-257-4857. PRESERVE

WITHOUT WRITTEN APPROVAL FROM THE 88 CEG/CEIEA NATURAL RESOURCE

FINAL DESIGN. NO TREE CUTTING BETWEEN 01 APRIL AND 30 SEPTEMBER

CLEAR AND GRUB INDIVIDUAL TREES AS NECESSARY TO ACCOMODATE THE 7.

TRENCH.

UTILITIES. CAP ABANDONED UTILITIES ON EITHER SIDE OF NEW UTILITY

REMOVE ABANDONED UTILITIES AS ENCOUNTERED WHEN INSTALLING NEW 6.

WITH GROUT AND CAP WHERE REMOVAL IS INFEASIBLE.

APPROVED BY THE CONTRACTING OFFICER, FILL IN ABANDONED UTILITIES

REMOVE ALL UTILITIES FROM UNDERNEATH PAVEMENT AREAS. WHEN 5.

ALL OUTDOOR ACTIVITY AREA FOOTPRINTS.

REMOVE ALL UTILITIES FROM UNDERNEATH THE BUILDING FOOTPRINT AND 4.

ENSURE UNINTERRUPTED SERVICE.

MUST BE CONSTRUCTED BEFORE REMOVAL OF EXISTING UTILITIES TO

TO REMOVAL OF EXISTING UTILITIES IN SERVICE. RELOCATED UTILITIES

CONTRACTOR MUST COORDINATE WITH THE CONTRACTING OFFICER PRIOR 3.

DEMOLITION SHALL BE PROTECTED.

EXISTING UTILITIES AND SITE STRUCTURES NOT IDENTIFIED FOR 2.

CONTRACTOR MUST BE RESPONSIBLE TO VERIFY ALL EXISTING UTILITIES.1.

GENERAL SHEET NOTES

X

EXISTING WATER LINE, IN SERVICE

EXISTING SANITARY SEWER, IN SERVICE

EXISTING STORM SEWER, IN SERVICE

REMOVE OR RELOCATE ITEM, AS NOTED

CONTRACTOR WORK LIMITS

REMOVE CONCRETE SIDEWALK

REMOVE LINEAR FEATURE, AS NOTED

EXISTING UNDERGROUND ELECTRICAL, IN SERVICE

F31235 PROJECT LIMITS

NOT IN CONTRACT; RENOVATE CDC

REMOVE TREE

REMOVE ASPHALT SURFACE

REMOVE CURB

CO

P E

N D

IX

A

D

IA

G

R A

M M

A T

IC

D

R A

W

IN

R T

IF

IE

D F

IN

A

L D

E S

IG

N

B U

IL

D

R

CD101

R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E O

H

S A

C C

H

IL

D D

E V

E L

O P

M E

N T

C E

N T

E R

D E

S

IG

N -B

U

IL

D R

F P

P

F Y

F

IS

C H

E R

N

F

IS

C H

E R

A C

O M

B S

J.

M

A C

M

IL

L A

N

A N

S I

D

D E

C E

M B

E R

T B

D

T

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V

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L E

D

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T R

IC

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IN

G J

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L A

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L E

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IA

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M M

A T

IC

O

V E

R A

L L

D E

M O

L

IT

IO

N

P L

A N

A1

DIAGRAMMATIC OVERALL DEMOLITION PLAN

1"=60'SCALE: 60' 120'0

NORTH

S

S

S

D D

C

C

CB

CB

S P

R U

C E W

A Y

X

X

X

X

MATCHLINE SEE SHEET CD104

M A

T C

H L

IN

E

S E

E S

H E

E T

C D

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D R

A W

N B

Y

TESTED AND CONFIRMED OTHERWISE.

ENVIRONMENTAL REGULATIONS WHEN WORKING WITH THIS PIPE UNLESS

ASBESTOS CONTAINING AND FOLLOW ALL APPLICABLE SAFETY AND

CONTRACTOR MUST ASSUME ALL TRANSITE PIPING TO BE REMOVED IS

EXISTING WATER MAINS ARE 6" DIAMETER TRANSITE (ASBESTOS CEMENT). 9.

PROJECT F31235 BEFORE THIS PROJECT.

ALL DEMO WORK WITHIN THE NOT IN CONTRACT AREA WILL BE DEMOED BY 8.

IN UFC 3-201-02.

EXISTING VEGETATION WHEN POSSIBLE. FOLLOW PRESERVATION CRITERIA

PROGRAM MANAGER (NR PM), DARRYN WARNER, (937)-257-4857. PRESERVE

WITHOUT WRITTEN APPROVAL FROM THE 88 CEG/CEIEA NATURAL RESOURCE

FINAL DESIGN. NO TREE CUTTING BETWEEN 01 APRIL AND 30 SEPTEMBER

CLEAR AND GRUB INDIVIDUAL TREES AS NECESSARY TO ACCOMODATE THE 7.

TRENCH.

UTILITIES. CAP ABANDONED UTILITIES ON EITHER SIDE OF NEW UTILITY

REMOVE ABANDONED UTILITIES AS ENCOUNTERED WHEN INSTALLING NEW 6.

WITH GROUT AND CAP WHERE REMOVAL IS INFEASIBLE.

APPROVED BY THE CONTRACTING OFFICER, FILL IN ABANDONED UTILITIES

REMOVE ALL UTILITIES FROM UNDERNEATH PAVEMENT AREAS. WHEN 5.

ALL OUTDOOR ACTIVITY AREA FOOTPRINTS.

REMOVE ALL UTILITIES FROM UNDERNEATH THE BUILDING FOOTPRINT AND 4.

ENSURE UNINTERRUPTED SERVICE.

MUST BE CONSTRUCTED BEFORE REMOVAL OF EXISTING UTILITIES TO

TO REMOVAL OF EXISTING UTILITIES IN SERVICE. RELOCATED UTILITIES

CONTRACTOR MUST COORDINATE WITH THE CONTRACTING OFFICER PRIOR 3.

DEMOLITION SHALL BE PROTECTED.

EXISTING UTILITIES AND SITE STRUCTURES NOT IDENTIFIED FOR 2.

CONTRACTOR MUST BE RESPONSIBLE TO VERIFY ALL EXISTING UTILITIES.1.

GENERAL SHEET NOTES

SHEET KEYNOTES

RELOCATE STEAM PIPE VENT.22.

REMOVE EXISTING ELECTRICAL MANHOLE.21.

RELOCATE EXISTING COMMUNICATIONS MANHOLE.20.

READJUST MONUMENT.19.

18. REMOVE IN-SERVICE LIGHTPOST.

17. REMOVE IN-SERVICE SANITARY LINE.

16. REMOVE IN-SERVICE WATER LINE.

REMOVE ABANDONED ELECTRICAL LINE.15.

REMOVE ABANDONED STEAM LINE.14.

REMOVE ABANDONED STORM DRAIN LINE.13.

REMOVE ABANDONED WATER LINE.12.

REMOVE ABANDONED SANITARY LINE.11.

GRADE ADJUST EXISTING STORM DRAIN MANHOLE.10.

GRADE ADJUST EXISTING WATER VALVE.9.

REMOVE EXISTING SEPTIC TANK.8.

REMOVE EXISTING POWER BOX.7.

REMOVE EXISTING POWER SWITCH.6.

REMOVE EXISTING STORM DRAIN MANHOLE.5.

REMOVE EXISTING FIRE HYDRANT.4.

REMOVE EXISTING PAD MOUNTED TRANSFORMER.3.

REMOVE EXISTING WATER VALVE.2.

REMOVE EXISTING SANITARY MANHOLE.1.

EXISTING WATER LINE, IN SERVICE

EXISTING SANITARY SEWER, IN SERVICE

EXISTING STORM SEWER, IN SERVICE

REMOVE OR RELOCATE ITEM, AS NOTED

CONTRACTOR WORK LIMITS

REMOVE CONCRETE SIDEWALK

REMOVE TREE

REMOVE ASPHALT SURFACE

F

A P

P E

N D

IX

A

D

IA

G

R A

M M

A T

IC

D

R A

W

IN

R T

IF

IE

D F

IN

A

L D

E S

IG

N

B U

IL

D

R

CD102

R

IG

H

T -P

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O N

A

IR

F O

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E B

A S

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H

IL

D D

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E L

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S

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D R

F P

P

F Y

F

IS

C H

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N

F

IS

C H

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A C

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B S

J.

M

A C

M

IL

L A

N

A N

S I

D

D E

C E

M B

E R

T B

D

T

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J

R P

L A

C E

L O

U

IS

V

IL

L E

K

Y

G

R A

M M

A T

IC

D

E M

O L

IT

IO

N P

L A

N

A1

DIAGRAMMATIC DEMOLITION PLAN

1"=20'SCALE: 20' 40'0

NORTH

TR

S

S

S

D

D

D

D

U

C

CP

CB

DCB

CB

CB

CB

CB

CB

CB

CB

D

CBCB

C H

E S

T N

U T A

V E

N U

E

X

X

X

X

XX

X

MATCHLINE SEE SHEET CD105

M A

T C

H L

IN

E

S E

E S

H E

E T

C D

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D R

A W

N B

Y

TESTED AND CONFIRMED OTHERWISE.

ENVIRONMENTAL REGULATIONS WHEN WORKING WITH THIS PIPE UNLESS

ASBESTOS CONTAINING AND FOLLOW ALL APPLICABLE SAFETY AND

CONTRACTOR MUST ASSUME ALL TRANSITE PIPING TO BE REMOVED IS

EXISTING WATER MAINS ARE 6" DIAMETER TRANSITE (ASBESTOS CEMENT). 9.

PROJECT F31235 BEFORE THIS PROJECT.

ALL DEMO WORK WITHIN THE NOT IN CONTRACT AREA WILL BE DEMOED BY 8.

IN UFC 3-201-02.

EXISTING VEGETATION WHEN POSSIBLE. FOLLOW PRESERVATION CRITERIA

PROGRAM MANAGER (NR PM), DARRYN WARNER, (937)-257-4857. PRESERVE

WITHOUT WRITTEN APPROVAL FROM THE 88 CEG/CEIEA NATURAL RESOURCE

FINAL DESIGN. NO TREE CUTTING BETWEEN 01 APRIL AND 30 SEPTEMBER

CLEAR AND GRUB INDIVIDUAL TREES AS NECESSARY TO ACCOMODATE THE 7.

TRENCH.

UTILITIES. CAP ABANDONED UTILITIES ON EITHER SIDE OF NEW UTILITY

REMOVE ABANDONED UTILITIES AS ENCOUNTERED WHEN INSTALLING NEW 6.

WITH GROUT AND CAP WHERE REMOVAL IS INFEASIBLE.

APPROVED BY THE CONTRACTING OFFICER, FILL IN ABANDONED UTILITIES

REMOVE ALL UTILITIES FROM UNDERNEATH PAVEMENT AREAS. WHEN 5.

ALL OUTDOOR ACTIVITY AREA FOOTPRINTS.

REMOVE ALL UTILITIES FROM UNDERNEATH THE BUILDING FOOTPRINT AND 4.

ENSURE UNINTERRUPTED SERVICE.

MUST BE CONSTRUCTED BEFORE REMOVAL OF EXISTING UTILITIES TO

TO REMOVAL OF EXISTING UTILITIES IN SERVICE. RELOCATED UTILITIES

CONTRACTOR MUST COORDINATE WITH THE CONTRACTING OFFICER PRIOR 3.

DEMOLITION SHALL BE PROTECTED.

EXISTING UTILITIES AND SITE STRUCTURES NOT IDENTIFIED FOR 2.

CONTRACTOR MUST BE RESPONSIBLE TO VERIFY ALL EXISTING UTILITIES.1.

GENERAL SHEET NOTES

SHEET KEYNOTES

RELOCATE STEAM PIPE VENT.22.

REMOVE EXISTING ELECTRICAL MANHOLE.21.

RELOCATE EXISTING COMMUNICATIONS MANHOLE.20.

READJUST MONUMENT.19.

18. REMOVE IN-SERVICE LIGHTPOST.

17. REMOVE IN-SERVICE SANITARY LINE.

16. REMOVE IN-SERVICE WATER LINE.

REMOVE ABANDONED ELECTRICAL LINE.15.

REMOVE ABANDONED STEAM LINE.14.

REMOVE ABANDONED STORM DRAIN LINE.13.

REMOVE ABANDONED WATER LINE.12.

REMOVE ABANDONED SANITARY LINE.11.

GRADE ADJUST EXISTING STORM DRAIN MANHOLE.10.

GRADE ADJUST EXISTING WATER VALVE.9.

REMOVE EXISTING SEPTIC TANK.8.

REMOVE EXISTING POWER BOX.7.

REMOVE EXISTING POWER SWITCH.6.

REMOVE EXISTING STORM DRAIN MANHOLE.5.

REMOVE EXISTING FIRE HYDRANT.4.

REMOVE EXISTING PAD MOUNTED TRANSFORMER.3.

REMOVE EXISTING WATER VALVE.2.

EXISTING WATER LINE, IN SERVICE

EXISTING SANITARY SEWER, IN SERVICE

EXISTING STORM SEWER, IN SERVICE

REMOVE OR RELOCATE ITEM, AS NOTED

CONTRACTOR WORK LIMITS

REMOVE CONCRETE SIDEWALK

REMOVE TREE

F

A P

P E

N D

IX

A

D

IA

G

R A

M M

A T

IC

D

R A

W

IN

R T

IF

IE

D F

IN

A

L D

E S

IG

N

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IL

D

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CD103

R

IG

H

T -P

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O N

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F O

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H

S A

C C

H

IL

D D

E V

E L

O P

M E

N T

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D E

S

IG

N -B

U

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D R

F P

P

F Y

F

IS

C H

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N

F

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C H

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A C

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B S

J.

M

A C

M

IL

L A

N

A N

S I

D

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C E

M B

E R

T B

D

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IS

V

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L E

D

IS

T R

IC

T

D

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T

IN

L U

T H

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K

IN

G J

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L A

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L E

K

Y

G

R A

M M

A T

IC

D

E M

O L

IT

IO

N P

L A

N

A1

DIAGRAMMATIC DEMOLITION PLAN

1"=20'SCALE: 20' 40'0

NORTH

S

S

S

S

S

D

C

ELEC

ELEC

CP

CB

CB

CB

CB

S P

R U

C E W

A Y

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

MATCHLINE SEE SHEET CD106

M A

T C

H L

IN

E

S E

E S

H E

E T

C D

MATCHLINE SEE SHEET CD102

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

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N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D R

A W

N B

Y

TESTED AND CONFIRMED OTHERWISE.

ENVIRONMENTAL REGULATIONS WHEN WORKING WITH THIS PIPE UNLESS

ASBESTOS CONTAINING AND FOLLOW ALL APPLICABLE SAFETY AND

CONTRACTOR MUST ASSUME ALL TRANSITE PIPING TO BE REMOVED IS

EXISTING WATER MAINS ARE 6" DIAMETER TRANSITE (ASBESTOS CEMENT). 9.

PROJECT F31235 BEFORE THIS PROJECT.

ALL DEMO WORK WITHIN THE NOT IN CONTRACT AREA WILL BE DEMOED BY 8.

IN UFC 3-201-02.

EXISTING VEGETATION WHEN POSSIBLE. FOLLOW PRESERVATION CRITERIA

PROGRAM MANAGER (NR PM), DARRYN WARNER, (937)-257-4857. PRESERVE

WITHOUT WRITTEN APPROVAL FROM THE 88 CEG/CEIEA NATURAL RESOURCE

FINAL DESIGN. NO TREE CUTTING BETWEEN 01 APRIL AND 30 SEPTEMBER

CLEAR AND GRUB INDIVIDUAL TREES AS NECESSARY TO ACCOMODATE THE 7.

TRENCH.

UTILITIES. CAP ABANDONED UTILITIES ON EITHER SIDE OF NEW UTILITY

REMOVE ABANDONED UTILITIES AS ENCOUNTERED WHEN INSTALLING NEW 6.

WITH GROUT AND CAP WHERE REMOVAL IS INFEASIBLE.

APPROVED BY THE CONTRACTING OFFICER, FILL IN ABANDONED UTILITIES

REMOVE ALL UTILITIES FROM UNDERNEATH PAVEMENT AREAS. WHEN 5.

ALL OUTDOOR ACTIVITY AREA FOOTPRINTS.

REMOVE ALL UTILITIES FROM UNDERNEATH THE BUILDING FOOTPRINT AND 4.

ENSURE UNINTERRUPTED SERVICE.

MUST BE CONSTRUCTED BEFORE REMOVAL OF EXISTING UTILITIES TO

TO REMOVAL OF EXISTING UTILITIES IN SERVICE. RELOCATED UTILITIES

CONTRACTOR MUST COORDINATE WITH THE CONTRACTING OFFICER PRIOR 3.

DEMOLITION SHALL BE PROTECTED.

EXISTING UTILITIES AND SITE STRUCTURES NOT IDENTIFIED FOR 2.

CONTRACTOR MUST BE RESPONSIBLE TO VERIFY ALL EXISTING UTILITIES.1.

GENERAL SHEET NOTES

SHEET KEYNOTES

RELOCATE STEAM PIPE VENT.22.

REMOVE EXISTING ELECTRICAL MANHOLE.21.

RELOCATE EXISTING COMMUNICATIONS MANHOLE.20.

READJUST MONUMENT.19.

18. REMOVE IN-SERVICE LIGHTPOST.

17. REMOVE IN-SERVICE SANITARY LINE.

16. REMOVE IN-SERVICE WATER LINE.

REMOVE ABANDONED ELECTRICAL LINE.15.

REMOVE ABANDONED STEAM LINE.14.

REMOVE ABANDONED STORM DRAIN LINE.13.

REMOVE ABANDONED WATER LINE.12.

REMOVE ABANDONED SANITARY LINE.11.

GRADE ADJUST EXISTING STORM DRAIN MANHOLE.10.

GRADE ADJUST EXISTING WATER VALVE.9.

REMOVE EXISTING SEPTIC TANK.8.

REMOVE EXISTING POWER BOX.7.

REMOVE EXISTING POWER SWITCH.6.

REMOVE EXISTING STORM DRAIN MANHOLE.5.

REMOVE EXISTING FIRE HYDRANT.4.

REMOVE EXISTING PAD MOUNTED TRANSFORMER.3.

REMOVE EXISTING WATER VALVE.2.

EXISTING WATER LINE, IN SERVICE

EXISTING SANITARY SEWER, IN SERVICE

EXISTING STORM SEWER, IN SERVICE

REMOVE OR RELOCATE ITEM, AS NOTED

CONTRACTOR WORK LIMITS

REMOVE CONCRETE SIDEWALK

REMOVE TREE

F

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DIAGRAMMATIC DEMOLITION PLAN

1"=20'SCALE: 20' 40'0

NORTH

ST

TR

TR

S

S

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D

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D D

D

E

CO

U

CO

CO

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RENOVATED CDC

BUILDING C

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D R

A W

N B

Y

TESTED AND CONFIRMED OTHERWISE.

ENVIRONMENTAL REGULATIONS WHEN WORKING WITH THIS PIPE UNLESS

ASBESTOS CONTAINING AND FOLLOW ALL APPLICABLE SAFETY AND

CONTRACTOR MUST ASSUME ALL TRANSITE PIPING TO BE REMOVED IS

EXISTING WATER MAINS ARE 6" DIAMETER TRANSITE (ASBESTOS CEMENT). 9.

PROJECT F31235 BEFORE THIS PROJECT.

ALL DEMO WORK WITHIN THE NOT IN CONTRACT AREA WILL BE DEMOED BY 8.

IN UFC 3-201-02.

EXISTING VEGETATION WHEN POSSIBLE. FOLLOW PRESERVATION CRITERIA

PROGRAM MANAGER (NR PM), DARRYN WARNER, (937)-257-4857. PRESERVE

WITHOUT WRITTEN APPROVAL FROM THE 88 CEG/CEIEA NATURAL RESOURCE

FINAL DESIGN. NO TREE CUTTING BETWEEN 01 APRIL AND 30 SEPTEMBER

CLEAR AND GRUB INDIVIDUAL TREES AS NECESSARY TO ACCOMODATE THE 7.

TRENCH.

UTILITIES. CAP ABANDONED UTILITIES ON EITHER SIDE OF NEW UTILITY

REMOVE ABANDONED UTILITIES AS ENCOUNTERED WHEN INSTALLING NEW 6.

WITH GROUT AND CAP WHERE REMOVAL IS INFEASIBLE.

APPROVED BY THE CONTRACTING OFFICER, FILL IN ABANDONED UTILITIES

REMOVE ALL UTILITIES FROM UNDERNEATH PAVEMENT AREAS. WHEN 5.

ALL OUTDOOR ACTIVITY AREA FOOTPRINTS.

REMOVE ALL UTILITIES FROM UNDERNEATH THE BUILDING FOOTPRINT AND 4.

ENSURE UNINTERRUPTED SERVICE.

MUST BE CONSTRUCTED BEFORE REMOVAL OF EXISTING UTILITIES TO

TO REMOVAL OF EXISTING UTILITIES IN SERVICE. RELOCATED UTILITIES

CONTRACTOR MUST COORDINATE WITH THE CONTRACTING OFFICER PRIOR 3.

DEMOLITION SHALL BE PROTECTED.

EXISTING UTILITIES AND SITE STRUCTURES NOT IDENTIFIED FOR 2.

CONTRACTOR MUST BE RESPONSIBLE TO VERIFY ALL EXISTING UTILITIES.1.

GENERAL SHEET NOTES

SHEET KEYNOTES

RELOCATE STEAM PIPE VENT.22.

REMOVE EXISTING ELECTRICAL MANHOLE.21.

RELOCATE EXISTING COMMUNICATIONS MANHOLE.20.

READJUST MONUMENT.19.

18. REMOVE IN-SERVICE LIGHTPOST.

17. REMOVE IN-SERVICE SANITARY LINE.

16. REMOVE IN-SERVICE WATER LINE.

REMOVE ABANDONED ELECTRICAL LINE.15.

REMOVE ABANDONED STEAM LINE.14.

REMOVE ABANDONED STORM DRAIN LINE.13.

REMOVE ABANDONED WATER LINE.12.

REMOVE ABANDONED SANITARY LINE.11.

GRADE ADJUST EXISTING STORM DRAIN MANHOLE.10.

GRADE ADJUST EXISTING WATER VALVE.9.

REMOVE EXISTING SEPTIC TANK.8.

REMOVE EXISTING POWER BOX.7.

REMOVE EXISTING POWER SWITCH.6.

REMOVE EXISTING STORM DRAIN MANHOLE.5.

REMOVE EXISTING FIRE HYDRANT.4.

REMOVE EXISTING PAD MOUNTED TRANSFORMER.3.

REMOVE EXISTING WATER VALVE.2.

EXISTING WATER LINE, IN SERVICE

EXISTING SANITARY SEWER, IN SERVICE

EXISTING STORM SEWER, IN SERVICE

REMOVE OR RELOCATE ITEM, AS NOTED

CONTRACTOR WORK LIMITS

REMOVE CONCRETE SIDEWALK

REMOVE TREE

REMOVE ASPHALT SURFACE

F

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N D

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DIAGRAMMATIC DEMOLITION PLAN

1"=20'SCALE: 20' 40'0

NORTH

S

S

S

D

E

E

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UCP

UTILITY

BLDG 1

UTILITY BLDG 2

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D R

A W

N B

Y

TESTED AND CONFIRMED OTHERWISE.

ENVIRONMENTAL REGULATIONS WHEN WORKING WITH THIS PIPE UNLESS

ASBESTOS CONTAINING AND FOLLOW ALL APPLICABLE SAFETY AND

CONTRACTOR MUST ASSUME ALL TRANSITE PIPING TO BE REMOVED IS

EXISTING WATER MAINS ARE 6" DIAMETER TRANSITE (ASBESTOS CEMENT). 9.

PROJECT F31235 BEFORE THIS PROJECT.

ALL DEMO WORK WITHIN THE NOT IN CONTRACT AREA WILL BE DEMOED BY 8.

IN UFC 3-201-02.

EXISTING VEGETATION WHEN POSSIBLE. FOLLOW PRESERVATION CRITERIA

PROGRAM MANAGER (NR PM), DARRYN WARNER, (937)-257-4857. PRESERVE

WITHOUT WRITTEN APPROVAL FROM THE 88 CEG/CEIEA NATURAL RESOURCE

FINAL DESIGN. NO TREE CUTTING BETWEEN 01 APRIL AND 30 SEPTEMBER

CLEAR AND GRUB INDIVIDUAL TREES AS NECESSARY TO ACCOMODATE THE 7.

TRENCH.

UTILITIES. CAP ABANDONED UTILITIES ON EITHER SIDE OF NEW UTILITY

REMOVE ABANDONED UTILITIES AS ENCOUNTERED WHEN INSTALLING NEW 6.

WITH GROUT AND CAP WHERE REMOVAL IS INFEASIBLE.

APPROVED BY THE CONTRACTING OFFICER, FILL IN ABANDONED UTILITIES

REMOVE ALL UTILITIES FROM UNDERNEATH PAVEMENT AREAS. WHEN 5.

ALL OUTDOOR ACTIVITY AREA FOOTPRINTS.

REMOVE ALL UTILITIES FROM UNDERNEATH THE BUILDING FOOTPRINT AND 4.

ENSURE UNINTERRUPTED SERVICE.

MUST BE CONSTRUCTED BEFORE REMOVAL OF EXISTING UTILITIES TO

TO REMOVAL OF EXISTING UTILITIES IN SERVICE. RELOCATED UTILITIES

CONTRACTOR MUST COORDINATE WITH THE CONTRACTING OFFICER PRIOR 3.

DEMOLITION SHALL BE PROTECTED.

EXISTING UTILITIES AND SITE STRUCTURES NOT IDENTIFIED FOR 2.

CONTRACTOR MUST BE RESPONSIBLE TO VERIFY ALL EXISTING UTILITIES.1.

GENERAL SHEET NOTES

SHEET KEYNOTES

RELOCATE STEAM PIPE VENT.22.

REMOVE EXISTING ELECTRICAL MANHOLE.21.

RELOCATE EXISTING COMMUNICATIONS MANHOLE.20.

READJUST MONUMENT.19.

18. REMOVE IN-SERVICE LIGHTPOST.

17. REMOVE IN-SERVICE SANITARY LINE.

16. REMOVE IN-SERVICE WATER LINE.

REMOVE ABANDONED ELECTRICAL LINE.15.

REMOVE ABANDONED STEAM LINE.14.

REMOVE ABANDONED STORM DRAIN LINE.13.

REMOVE ABANDONED WATER LINE.12.

REMOVE ABANDONED SANITARY LINE.11.

GRADE ADJUST EXISTING STORM DRAIN MANHOLE.10.

GRADE ADJUST EXISTING WATER VALVE.9.

REMOVE EXISTING SEPTIC TANK.8.

REMOVE EXISTING POWER BOX.7.

REMOVE EXISTING POWER SWITCH.6.

REMOVE EXISTING STORM DRAIN MANHOLE.5.

REMOVE EXISTING FIRE HYDRANT.4.

REMOVE EXISTING PAD MOUNTED TRANSFORMER.3.

REMOVE EXISTING WATER VALVE.2.

EXISTING WATER LINE, IN SERVICE

EXISTING SANITARY SEWER, IN SERVICE

EXISTING STORM SEWER, IN SERVICE

REMOVE OR RELOCATE ITEM, AS NOTED

CONTRACTOR WORK LIMITS

REMOVE CONCRETE SIDEWALK

REMOVE TREE

F

A P

P E

N D

IX

A

D

IA

G

R A

M M

A T

IC

D

R A

W

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IF

IE

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CD106

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A1

DIAGRAMMATIC DEMOLITION PLAN

1"=20'SCALE: 20' 40'0

NORTH

S

S

S

D

D

D

D

D

E

G

G

CO

V

C

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BM

OAK STREET

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S I Z

E

M A

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D E

S C

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IP

T

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N D

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D R

A W

N B

Y

TESTED AND CONFIRMED OTHERWISE.

ENVIRONMENTAL REGULATIONS WHEN WORKING WITH THIS PIPE UNLESS

ASBESTOS CONTAINING AND FOLLOW ALL APPLICABLE SAFETY AND

CONTRACTOR MUST ASSUME ALL TRANSITE PIPING TO BE REMOVED IS

EXISTING WATER MAINS ARE 6" DIAMETER TRANSITE (ASBESTOS CEMENT). 9.

PROJECT F31235 BEFORE THIS PROJECT.

ALL DEMO WORK WITHIN THE NOT IN CONTRACT AREA WILL BE DEMOED BY 8.

IN UFC 3-201-02.

EXISTING VEGETATION WHEN POSSIBLE. FOLLOW PRESERVATION CRITERIA

PROGRAM MANAGER (NR PM), DARRYN WARNER, (937)-257-4857. PRESERVE

WITHOUT WRITTEN APPROVAL FROM THE 88 CEG/CEIEA NATURAL RESOURCE

FINAL DESIGN. NO TREE CUTTING BETWEEN 01 APRIL AND 30 SEPTEMBER

CLEAR AND GRUB INDIVIDUAL TREES AS NECESSARY TO ACCOMODATE THE 7.

TRENCH.

UTILITIES. CAP ABANDONED UTILITIES ON EITHER SIDE OF NEW UTILITY

REMOVE ABANDONED UTILITIES AS ENCOUNTERED WHEN INSTALLING NEW 6.

WITH GROUT AND CAP WHERE REMOVAL IS INFEASIBLE.

APPROVED BY THE CONTRACTING OFFICER, FILL IN ABANDONED UTILITIES

REMOVE ALL UTILITIES FROM UNDERNEATH PAVEMENT AREAS. WHEN 5.

ALL OUTDOOR ACTIVITY AREA FOOTPRINTS.

REMOVE ALL UTILITIES FROM UNDERNEATH THE BUILDING FOOTPRINT AND 4.

ENSURE UNINTERRUPTED SERVICE.

MUST BE CONSTRUCTED BEFORE REMOVAL OF EXISTING UTILITIES TO

TO REMOVAL OF EXISTING UTILITIES IN SERVICE. RELOCATED UTILITIES

CONTRACTOR MUST COORDINATE WITH THE CONTRACTING OFFICER PRIOR 3.

DEMOLITION SHALL BE PROTECTED.

EXISTING UTILITIES AND SITE STRUCTURES NOT IDENTIFIED FOR 2.

CONTRACTOR MUST BE RESPONSIBLE TO VERIFY ALL EXISTING UTILITIES.1.

GENERAL SHEET NOTES

SHEET KEYNOTES

RELOCATE STEAM PIPE VENT.22.

REMOVE EXISTING ELECTRICAL MANHOLE.21.

RELOCATE EXISTING COMMUNICATIONS MANHOLE.20.

READJUST MONUMENT.19.

18. REMOVE IN-SERVICE LIGHTPOST.

17. REMOVE IN-SERVICE SANITARY LINE.

16. REMOVE IN-SERVICE WATER LINE.

REMOVE ABANDONED ELECTRICAL LINE.15.

REMOVE ABANDONED STEAM LINE.14.

REMOVE ABANDONED STORM DRAIN LINE.13.

REMOVE ABANDONED WATER LINE.12.

REMOVE ABANDONED SANITARY LINE.11.

GRADE ADJUST EXISTING STORM DRAIN MANHOLE.10.

GRADE ADJUST EXISTING WATER VALVE.9.

REMOVE EXISTING SEPTIC TANK.8.

REMOVE EXISTING POWER BOX.7.

REMOVE EXISTING POWER SWITCH.6.

REMOVE EXISTING STORM DRAIN MANHOLE.5.

REMOVE EXISTING FIRE HYDRANT.4.

REMOVE EXISTING PAD MOUNTED TRANSFORMER.3.

REMOVE EXISTING WATER VALVE.2.

EXISTING WATER LINE, IN SERVICE

EXISTING SANITARY SEWER, IN SERVICE

EXISTING STORM SEWER, IN SERVICE

REMOVE OR RELOCATE ITEM, AS NOTED

CONTRACTOR WORK LIMITS

REMOVE CONCRETE SIDEWALK

REMOVE TREE

F

A P

P E

N D

IX

A

D

IA

G

R A

M M

A T

IC

D

R A

W

IN

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IF

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CD107

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A1

DIAGRAMMATIC DEMOLITION PLAN

1"=20'SCALE: 20' 40'0

NORTH

C

W

OW

ST TR

TR

TR TR

TR

W W

S

S

S

S

S

S

S

S

S

S

S

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S

S

S S

D

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D

D

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D D D

D

D

D

D

D

D D

D

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D D

D

D

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D

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E

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E

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E E E

E

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G G

G G

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CO

GT

U

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CP

C

C

COU

COCO

G

CP

D

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C D

U V

E

C

UCP

C

CB

CB

CB

CB

CB

CBCB

CB

D

CB

CB

CB

CB

C

CB

D

D

CB

U S

CP

S

C

S

CB

C

C

S

D

S

DCB

CB

CB

CBD

CB

S

S E

E

S

CB

CB

C

S

CB

C

U V

UCP

CB

E

CP

S

COU

COCO

G

G

CB

C

CI

CI

D

S

BM

UTILITY BLDG 2

BLDG 1

UTILITY

BUILDING

RENOVATED CDC

D

CB

CB

C

S P

R U

C E W

A Y

OAK STREET

C H

E S

T N

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V E

N U

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C E W

A Y

S P

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C E W

A Y

C H

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T N

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V E

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C H

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CS102 CS103

CS104 CS105

CS106 CS107

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

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D A

T E

S I Z

E

M A

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D E

S C

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IP

T

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SHEET ID

®of Engineers

US Army Corps

U .S

A

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Y C

O R

P S

O F

E N

G

IN

E E

R S

D R

A W

N B

Y

GENERAL SHEET NOTES

BY PROJECT F31235 BEFORE THIS PROJECT.

ALL SITE WORK WITHIN THE NOT IN CONTRACT AREA WILL BE CONSTRUCTED 7.

SPECIFIC PROJECT DATA.

COMPREHENSIVE SITE APPROACH THAT INCORPORATES REGULATIONS AND

THE DESIGNER OF RECORD SHALL EXPECT TO BE RESPONSIBLE FOR A

MISCELLANEOUS FEATURES SHALL BE CONSIDERED DIAGRAMMATIC, AND

APPROACH FOR A SINGLE SOLUTION SET. THE SITE PLAN AND

THE DIAGRAMMATIC SITE PLAN INDICATED IS BASED UPON A LIMITED 6.

VEHICLES.

PATTERNS, REDUCE CONFLICTS, AND SHOW ONE-WAY TRAVEL FOR

PROVIDE SIGNAGE AND STRIPING TO DIRECT AND CONTROL TRAFFIC 5.

AND CONSTRUCTION RESPONSIBILITIES.

FOR ALL NEW UTILITIES, REFER TO THE RFP SPECIFICATIONS FOR DESIGN 4.

FEATURES. ACTUAL LOCATION SHALL BE VERIFIED BY THE CONTRACTOR.

LOCATIONS OF EXISTING UTILITIES PROVIDED FROM BASE MAPS AND VISIBLE 3.

75' SETBACK IS FOR LOCATING FIRE EVACUATION PADS.2.

INSTALLATION'S REQUIRED MINIMUM SETBACK PER FC 4-740-14F.

WITH AT/FP STANDOFF REQUIREMENTS PER UFC 4-010-01. 400' IS THE

REQUIREMENTS COULD INCREASE THE SETBACK BEYOND 82' TO COMPLY

FURTHER ANALYSIS AND DEVELOPMENT OF THE DESIGN, PROJECT SPECIFIC

82' IS THE CDC REQUIRED MINIMUM SETBACK PER FC 4-740-14F. UPON 1.

SHEET KEYNOTES

NEW PROPOSED FIRE HYDRANT.16.

RELOCATE EXISTING COMMUNICATIONS MANHOLE.15.

READJUST MONUMENT.14.

GRADE ADJUST EXISTING STORM DRAIN MANHOLE.13.

GRADE ADJUST EXISTING WATER VALVE.12.

NEW PROPOSED STORMWATER AREA.11.

10. NEW PROPOSED GATE.

NEW PROPOSED NO PARKING AREA.9.

NEW PROPOSED CROSSWALK.8.

NEW PROPOSED CONCRETE CURB.7.

NEW PROPOSED FENCING.6.

NEW PROPOSED REMOTE OPERATED BARRIER GATE.5.

NEW PROPOSED CONCRETE DUMPSTER PAD WITH DUMPSTER ENCLOSURE.4.

NEW PROPOSED CONCRETE FIRE EVACUATION PAD.3.

NEW PROPOSED CONCRETE SIDEWALK.2.

NEW PROPOSED ASPHALT PAVEMENT.1.

SURFACE

NEW PROPOSED ASPHALT PAVEMENT

BUILDING LOCATION

F31235 PROJECT LIMITS

NOT IN CONTRACT; RENOVATE CDC

NEW PROPOSED WATER LINE

NEW PROPOSED SANITARY SEWER

NEW PROPOSED STORM DRAIN

OUTLET STRUCTURE

NEW PROPOSED NATURAL GAS LINE

PROPOSED FENCING

CONTRACTOR WORK LIMITS

GREASE INTERCEPTOR

OS

OS

OS

OS

OS

P E

N D

IX

A

D

IA

G

R A

M M

A T

IC

D

R A

W

IN

R T

IF

IE

D F

IN

A

L D

E S

IG

N

B U

IL

D

R

CS101

R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E O

H

S A

C C

H

IL

D D

E V

E L

O P

M E

N T

C E

N T

E R

D E

S

IG

N -B

U

IL

D R

F P

P

F Y

F

IS

C H

E R

N

F

IS

C H

E R

A C

O M

B S

J, M

A C

M

IL

L A

N

A N

S I

D

D E

C E

M B

E R

T B

D

T

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J

R P

L A

C E

L O

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IS

V

IL

L E

K

Y

G

R A

M M

A T

IC

O

V E

R A

L L

S

IT

E P

L A

N

A1

DIAGRAMMATIC OVERALL SITE PLAN

1"=60'SCALE: 60' 120'0

NORTH

D D

C

C

CBCB

S

C

S

CB

C

S P

R U

C E W

A Y

MATCHLINE SEE SHEET CS104

M A

T C

H L

IN

E

S E

E S

H E

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C S

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

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C H

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K E

D B

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D E

S

IG

N E

D B

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C O

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R A

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IC

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A

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D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D R

A W

N B

Y

GENERAL SHEET NOTES

BY PROJECT F31235 BEFORE THIS PROJECT.

ALL SITE WORK WITHIN THE NOT IN CONTRACT AREA WILL BE CONSTRUCTED 7.

SPECIFIC PROJECT DATA.

COMPREHENSIVE SITE APPROACH THAT INCORPORATES REGULATIONS AND

THE DESIGNER OF RECORD SHALL EXPECT TO BE RESPONSIBLE FOR A

MISCELLANEOUS FEATURES SHALL BE CONSIDERED DIAGRAMMATIC, AND

APPROACH FOR A SINGLE SOLUTION SET. THE SITE PLAN AND

THE DIAGRAMMATIC SITE PLAN INDICATED IS BASED UPON A LIMITED 6.

VEHICLES.

PATTERNS, REDUCE CONFLICTS, AND SHOW ONE-WAY TRAVEL FOR

PROVIDE SIGNAGE AND STRIPING TO DIRECT AND CONTROL TRAFFIC 5.

AND CONSTRUCTION RESPONSIBILITIES.

FOR ALL NEW UTILITIES, REFER TO THE RFP SPECIFICATIONS FOR DESIGN 4.

FEATURES. ACTUAL LOCATION SHALL BE VERIFIED BY THE CONTRACTOR.

LOCATIONS OF EXISTING UTILITIES PROVIDED FROM BASE MAPS AND VISIBLE 3.

75' SETBACK IS FOR LOCATING FIRE EVACUATION PADS.2.

INSTALLATION'S REQUIRED MINIMUM SETBACK PER FC 4-740-14F.

WITH AT/FP STANDOFF REQUIREMENTS PER UFC 4-010-01. 400' IS THE

REQUIREMENTS COULD INCREASE THE SETBACK BEYOND 82' TO COMPLY

FURTHER ANALYSIS AND DEVELOPMENT OF THE DESIGN, PROJECT SPECIFIC

82' IS THE CDC REQUIRED MINIMUM SETBACK PER FC 4-740-14F. UPON 1.

SHEET KEYNOTES

NEW PROPOSED FIRE HYDRANT.16.

RELOCATE EXISTING COMMUNICATIONS MANHOLE.15.

READJUST MONUMENT.14.

GRADE ADJUST EXISTING STORM DRAIN MANHOLE.13.

GRADE ADJUST EXISTING WATER VALVE.12.

NEW PROPOSED STORMWATER AREA.11.

10. NEW PROPOSED GATE.

NEW PROPOSED NO PARKING AREA.9.

NEW PROPOSED CROSSWALK.8.

NEW PROPOSED CONCRETE CURB.7.

NEW PROPOSED FENCING.6.

NEW PROPOSED REMOTE OPERATED BARRIER GATE.5.

NEW PROPOSED CONCRETE DUMPSTER PAD WITH DUMPSTER ENCLOSURE.4.

NEW PROPOSED CONCRETE FIRE EVACUATION PAD.3.

NEW PROPOSED ASPHALT PAVEMENT

BUILDING LOCATION

F31235 PROJECT LIMITS

NOT IN CONTRACT; RENOVATE CDC

NEW PROPOSED WATER LINE

NEW PROPOSED SANITARY SEWER

NEW PROPOSED STORM DRAIN

PROPOSED FENCING

CONTRACTOR WORK LIMITS

GREASE INTERCEPTOR

F

A P

P E

N D

IX

A

D

IA

G

R A

M M

A T

IC

D

R A

W

IN

R T

IF

IE

D F

IN

A

L D

E S

IG

N

B U

IL

D

R

CS102

R

IG

H

T -P

A T

T E

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O N

A

IR

F O

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E B

A S

E O

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S A

C C

H

IL

D D

E V

E L

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M E

N T

C E

N T

E R

D E

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IG

N -B

U

IL

D R

F P

P

F Y

F

IS

C H

E R

N

F

IS

C H

E R

A C

O M

B S

J.

M

A C

M

IL

L A

N

A N

S I

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D E

C E

M B

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T B

D

T

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V

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L E

D

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T R

IC

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A R

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IN

L U

T H

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IN

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R P

L A

C E

L O

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V

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L E

K

Y

G

R A

M M

A T

IC

S

IT

E

P L

A N

A1

DIAGRAMMATIC SITE PLAN

1"=20'SCALE: 20' 40'0

NORTH

D

D

D

D

U

C

CP

CB

CBCB

CB

C

CB

D

D

U

S

CP

CB

DCB

CB

CB

CBD

CB

C H

E S

T N

U T A

V E

N U

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M A

T C

H L

IN

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S E

E S

H E

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C S

MATCHLINE SEE SHEET CS105

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

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B M

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B Y

C H

E C

K E

D B

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D E

S

IG

N E

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IC

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T

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D A

T E

S I Z

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M A

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D E

S C

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IP

T

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A T

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D R

A W

N B

Y

GENERAL SHEET NOTES

BY PROJECT F31235 BEFORE THIS PROJECT.

ALL SITE WORK WITHIN THE NOT IN CONTRACT AREA WILL BE CONSTRUCTED 7.

SPECIFIC PROJECT DATA.

COMPREHENSIVE SITE APPROACH THAT INCORPORATES REGULATIONS AND

THE DESIGNER OF RECORD SHALL EXPECT TO BE RESPONSIBLE FOR A

MISCELLANEOUS FEATURES SHALL BE CONSIDERED DIAGRAMMATIC, AND

APPROACH FOR A SINGLE SOLUTION SET. THE SITE PLAN AND

THE DIAGRAMMATIC SITE PLAN INDICATED IS BASED UPON A LIMITED 6.

VEHICLES.

PATTERNS, REDUCE CONFLICTS, AND SHOW ONE-WAY TRAVEL FOR

PROVIDE SIGNAGE AND STRIPING TO DIRECT AND CONTROL TRAFFIC 5.

AND CONSTRUCTION RESPONSIBILITIES.

FOR ALL NEW UTILITIES, REFER TO THE RFP SPECIFICATIONS FOR DESIGN 4.

FEATURES. ACTUAL LOCATION SHALL BE VERIFIED BY THE CONTRACTOR.

LOCATIONS OF EXISTING UTILITIES PROVIDED FROM BASE MAPS AND VISIBLE 3.

75' SETBACK IS FOR LOCATING FIRE EVACUATION PADS.2.

INSTALLATION'S REQUIRED MINIMUM SETBACK PER FC 4-740-14F.

WITH AT/FP STANDOFF REQUIREMENTS PER UFC 4-010-01. 400' IS THE

REQUIREMENTS COULD INCREASE THE SETBACK BEYOND 82' TO COMPLY

FURTHER ANALYSIS AND DEVELOPMENT OF THE DESIGN, PROJECT SPECIFIC

82' IS THE CDC REQUIRED MINIMUM SETBACK PER FC 4-740-14F. UPON 1.

SHEET KEYNOTES

NEW PROPOSED FIRE HYDRANT.16.

RELOCATE EXISTING COMMUNICATIONS MANHOLE.15.

READJUST MONUMENT.14.

GRADE ADJUST EXISTING STORM DRAIN MANHOLE.13.

GRADE ADJUST EXISTING WATER VALVE.12.

NEW PROPOSED STORMWATER AREA.11.

10. NEW PROPOSED GATE.

NEW PROPOSED NO PARKING AREA.9.

NEW PROPOSED CROSSWALK.8.

NEW PROPOSED CONCRETE CURB.7.

NEW PROPOSED FENCING.6.

NEW PROPOSED REMOTE OPERATED BARRIER GATE.5.

NEW PROPOSED CONCRETE DUMPSTER PAD WITH DUMPSTER ENCLOSURE.4.

NEW PROPOSED CONCRETE FIRE EVACUATION PAD.3.

NEW PROPOSED ASPHALT PAVEMENT

BUILDING LOCATION

F31235 PROJECT LIMITS

NOT IN CONTRACT; RENOVATE CDC

NEW PROPOSED WATER LINE

NEW PROPOSED SANITARY SEWER

NEW PROPOSED STORM DRAIN

PROPOSED FENCING

CONTRACTOR WORK LIMITS

GREASE INTERCEPTOR

F

A P

P E

N D

IX

A

D

IA

G

R A

M M

A T

IC

D

R A

W

IN

R T

IF

IE

D F

IN

A

L D

E S

IG

N

B U

IL

D

R

CS103

R

IG

H

T -P

A T

T E

R S

O N

A

IR

F O

R C

E B

A S

E O

H

S A

C C

H

IL

D D

E V

E L

O P

M E

N T

C E

N T

E R

D E

S

IG

N -B

U

IL

D R

F P

P

F Y

F

IS

C H

E R

N

F

IS

C H

E R

A C

O M

B S

J.

M

A C

M

IL

L A

N

A N

S I

D

D E

C E

M B

E R

T B

D

T

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J

R P

L A

C E

L O

U

IS

V

IL

L E

K

Y

G

R A

M M

A T

IC

S

IT

E

P L

A N

A1

DIAGRAMMATIC SITE PLAN

1"=20'SCALE: 20' 40'0

NORTH

D

C

CP

CB

CB

CB

S

S

CB

S

CB

CB

C

S

CP

D

CB

CB

C

GENERAL SHEET NOTES

BY PROJECT F31235 BEFORE THIS PROJECT.

ALL SITE WORK WITHIN THE NOT IN CONTRACT AREA WILL BE CONSTRUCTED 7.

SPECIFIC PROJECT DATA.

COMPREHENSIVE SITE APPROACH THAT INCORPORATES REGULATIONS AND

THE DESIGNER OF RECORD SHALL EXPECT TO BE RESPONSIBLE FOR A

MISCELLANEOUS FEATURES SHALL BE CONSIDERED DIAGRAMMATIC, AND

APPROACH FOR A SINGLE SOLUTION SET. THE SITE PLAN AND

THE DIAGRAMMATIC SITE PLAN INDICATED IS BASED UPON A LIMITED 6.

VEHICLES.

PATTERNS, REDUCE CONFLICTS, AND SHOW ONE-WAY TRAVEL FOR

PROVIDE SIGNAGE AND STRIPING TO DIRECT AND CONTROL TRAFFIC 5.

AND CONSTRUCTION RESPONSIBILITIES.

FOR ALL NEW UTILITIES, REFER TO THE RFP SPECIFICATIONS FOR DESIGN 4.

FEATURES. ACTUAL LOCATION SHALL BE VERIFIED BY THE CONTRACTOR.

LOCATIONS OF EXISTING UTILITIES PROVIDED FROM BASE MAPS AND VISIBLE 3.

75' SETBACK IS FOR LOCATING FIRE EVACUATION PADS.2.

INSTALLATION'S REQUIRED MINIMUM SETBACK PER FC 4-740-14F.

WITH AT/FP STANDOFF REQUIREMENTS PER UFC 4-010-01. 400' IS THE

REQUIREMENTS COULD INCREASE THE SETBACK BEYOND 82' TO COMPLY

FURTHER ANALYSIS AND DEVELOPMENT OF THE DESIGN, PROJECT SPECIFIC

82' IS THE CDC REQUIRED MINIMUM SETBACK PER FC 4-740-14F. UPON 1.

SHEET KEYNOTES

NEW PROPOSED FIRE HYDRANT.16.

RELOCATE EXISTING COMMUNICATIONS MANHOLE.15.

READJUST MONUMENT.14.

GRADE ADJUST EXISTING STORM DRAIN MANHOLE.13.

GRADE ADJUST EXISTING WATER VALVE.12.

NEW PROPOSED STORMWATER AREA.11.

10. NEW PROPOSED GATE.

NEW PROPOSED NO PARKING AREA.9.

NEW PROPOSED CROSSWALK.8.

NEW PROPOSED CONCRETE CURB.7.

NEW PROPOSED FENCING.6.

NEW PROPOSED REMOTE OPERATED BARRIER GATE.5.

NEW PROPOSED CONCRETE DUMPSTER PAD WITH DUMPSTER ENCLOSURE.4.

NEW PROPOSED CONCRETE FIRE EVACUATION PAD.3.

NEW PROPOSED ASPHALT PAVEMENT

BUILDING LOCATION

F31235 PROJECT LIMITS

NOT IN CONTRACT; RENOVATE CDC

NEW PROPOSED WATER LINE

NEW PROPOSED SANITARY SEWER

NEW PROPOSED STORM DRAIN

PROPOSED FENCING

CONTRACTOR WORK LIMITS

GREASE INTERCEPTOR

S P

R U

C E W

A Y

MATCHLINE SEE SHEET CS106

M A

T C

H L

IN

E

S E

E S

H E

E T

C S

MATCHLINE SEE SHEET CS102

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

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G

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J

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B Y

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K E

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N E

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C O

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IC

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A

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D A

T E

S I Z

E

M A

R K

D E

S C

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IP

T

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N D

A T

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D R

A W

N B

Y

F

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P E

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IF

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A

L D

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N

B U

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D

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CS104

R

IG

H

T -P

A T

T E

R S

O N

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F O

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E B

A S

E O

H

S A

C C

H

IL

D D

E V

E L

O P

M E

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C E

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D E

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D R

F P

P

F Y

F

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C H

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N

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C H

E R

A C

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M

A C

M

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L A

N

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C E

M B

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L E

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L E

K

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A T

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DIAGRAMMATIC SITE PLAN

1"=20'SCALE: 20' 40'0

NORTH

D

D D

D

CO

U

CO

CO

G

CB

CB

CB

S

CO

U

CO

CO

G

RENOVATED CDC

BUILDING

GENERAL SHEET NOTES

BY PROJECT F31235 BEFORE THIS PROJECT.

ALL SITE WORK WITHIN THE NOT IN CONTRACT AREA WILL BE CONSTRUCTED 7.

SPECIFIC PROJECT DATA.

COMPREHENSIVE SITE APPROACH THAT INCORPORATES REGULATIONS AND

THE DESIGNER OF RECORD SHALL EXPECT TO BE RESPONSIBLE FOR A

MISCELLANEOUS FEATURES SHALL BE CONSIDERED DIAGRAMMATIC, AND

APPROACH FOR A SINGLE SOLUTION SET. THE SITE PLAN AND

THE DIAGRAMMATIC SITE PLAN INDICATED IS BASED UPON A LIMITED 6.

VEHICLES.

PATTERNS, REDUCE CONFLICTS, AND SHOW ONE-WAY TRAVEL FOR

PROVIDE SIGNAGE AND STRIPING TO DIRECT AND CONTROL TRAFFIC 5.

AND CONSTRUCTION RESPONSIBILITIES.

FOR ALL NEW UTILITIES, REFER TO THE RFP SPECIFICATIONS FOR DESIGN 4.

FEATURES. ACTUAL LOCATION SHALL BE VERIFIED BY THE CONTRACTOR.

LOCATIONS OF EXISTING UTILITIES PROVIDED FROM BASE MAPS AND VISIBLE 3.

75' SETBACK IS FOR LOCATING FIRE EVACUATION PADS.2.

INSTALLATION'S REQUIRED MINIMUM SETBACK PER FC 4-740-14F.

WITH AT/FP STANDOFF REQUIREMENTS PER UFC 4-010-01. 400' IS THE

REQUIREMENTS COULD INCREASE THE SETBACK BEYOND 82' TO COMPLY

FURTHER ANALYSIS AND DEVELOPMENT OF THE DESIGN, PROJECT SPECIFIC

82' IS THE CDC REQUIRED MINIMUM SETBACK PER FC 4-740-14F. UPON 1.

SHEET KEYNOTES

NEW PROPOSED FIRE HYDRANT.16.

RELOCATE EXISTING COMMUNICATIONS MANHOLE.15.

READJUST MONUMENT.14.

GRADE ADJUST EXISTING STORM DRAIN MANHOLE.13.

GRADE ADJUST EXISTING WATER VALVE.12.

NEW PROPOSED STORMWATER AREA.11.

10. NEW PROPOSED GATE.

NEW PROPOSED NO PARKING AREA.9.

NEW PROPOSED CROSSWALK.8.

NEW PROPOSED CONCRETE CURB.7.

NEW PROPOSED FENCING.6.

NEW PROPOSED REMOTE OPERATED BARRIER GATE.5.

NEW PROPOSED CONCRETE DUMPSTER PAD WITH DUMPSTER ENCLOSURE.4.

NEW PROPOSED CONCRETE FIRE EVACUATION PAD.3.

NEW PROPOSED ASPHALT PAVEMENT

BUILDING LOCATION

F31235 PROJECT LIMITS

NOT IN CONTRACT; RENOVATE CDC

NEW PROPOSED WATER LINE

NEW PROPOSED SANITARY SEWER

NEW PROPOSED STORM DRAIN

PROPOSED FENCING

CONTRACTOR WORK LIMITS

GREASE INTERCEPTOR

C H

E S

T N

U T A

V E

N U

E

MATCHLINE SEE SHEET CS103

M A

T C

H L

IN

E

S E

E S

H E

E T

C S

MATCHLINE SEE SHEET CS107

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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B

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D A

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S I Z

E

M A

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D E

S C

R

IP

T

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N D

A T

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D R

A W

N B

Y

F

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P E

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A

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D

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CS105

R

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A T

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F O

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S A

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H

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D D

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F Y

F

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L E

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G

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S

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DIAGRAMMATIC SITE PLAN

1"=20'SCALE: 20' 40'0

NORTH

S

S

D

E

E

D

C

C

UCP

C

D

S

E

UCP

C

CI

D

UTILITY BLDG 2

UTILITY

BLDG 1

GENERAL SHEET NOTES

BY PROJECT F31235 BEFORE THIS PROJECT.

ALL SITE WORK WITHIN THE NOT IN CONTRACT AREA WILL BE CONSTRUCTED 7.

SPECIFIC PROJECT DATA.

COMPREHENSIVE SITE APPROACH THAT INCORPORATES REGULATIONS AND

THE DESIGNER OF RECORD SHALL EXPECT TO BE RESPONSIBLE FOR A

MISCELLANEOUS FEATURES SHALL BE CONSIDERED DIAGRAMMATIC, AND

APPROACH FOR A SINGLE SOLUTION SET. THE SITE PLAN AND

THE DIAGRAMMATIC SITE PLAN INDICATED IS BASED UPON A LIMITED 6.

VEHICLES.

PATTERNS, REDUCE CONFLICTS, AND SHOW ONE-WAY TRAVEL FOR

PROVIDE SIGNAGE AND STRIPING TO DIRECT AND CONTROL TRAFFIC 5.

AND CONSTRUCTION RESPONSIBILITIES.

FOR ALL NEW UTILITIES, REFER TO THE RFP SPECIFICATIONS FOR DESIGN 4.

FEATURES. ACTUAL LOCATION SHALL BE VERIFIED BY THE CONTRACTOR.

LOCATIONS OF EXISTING UTILITIES PROVIDED FROM BASE MAPS AND VISIBLE 3.

75' SETBACK IS FOR LOCATING FIRE EVACUATION PADS.2.

INSTALLATION'S REQUIRED MINIMUM SETBACK PER FC 4-740-14F.

WITH AT/FP STANDOFF REQUIREMENTS PER UFC 4-010-01. 400' IS THE

REQUIREMENTS COULD INCREASE THE SETBACK BEYOND 82' TO COMPLY

FURTHER ANALYSIS AND DEVELOPMENT OF THE DESIGN, PROJECT SPECIFIC

82' IS THE CDC REQUIRED MINIMUM SETBACK PER FC 4-740-14F. UPON 1.

SHEET KEYNOTES

NEW PROPOSED FIRE HYDRANT.16.

RELOCATE EXISTING COMMUNICATIONS MANHOLE.15.

READJUST MONUMENT.14.

GRADE ADJUST EXISTING STORM DRAIN MANHOLE.13.

GRADE ADJUST EXISTING WATER VALVE.12.

NEW PROPOSED STORMWATER AREA.11.

10. NEW PROPOSED GATE.

NEW PROPOSED NO PARKING AREA.9.

NEW PROPOSED CROSSWALK.8.

NEW PROPOSED CONCRETE CURB.7.

NEW PROPOSED FENCING.6.

NEW PROPOSED REMOTE OPERATED BARRIER GATE.5.

NEW PROPOSED CONCRETE DUMPSTER PAD WITH DUMPSTER ENCLOSURE.4.

NEW PROPOSED CONCRETE FIRE EVACUATION PAD.3.

NEW PROPOSED ASPHALT PAVEMENT

BUILDING LOCATION

F31235 PROJECT LIMITS

NOT IN CONTRACT; RENOVATE CDC

NEW PROPOSED WATER LINE

NEW PROPOSED SANITARY SEWER

NEW PROPOSED STORM DRAIN

PROPOSED FENCING

CONTRACTOR WORK LIMITS

GREASE INTERCEPTOR

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