18R3011_INDY_AMD11.pdf

PDF 20 MB Posted Apr 6, 2018

Attached to: SECURITY UPGRADES AT NAVY OPERATIONAL SUPPORT CENTER (NOSC) INDIANAPOLIS, IN
Solicitation number: N4008518R3011
Issued by: Department of the Navy Naval Facilities Engineering Command

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File	Type	Posted
18R3011_INDY_AMD09-.pdf	PDF	Apr 6, 2018
18R3011_INDY_AMD08.pdf	PDF	Mar 29, 2018
18R3011_INDY_AMD07.pdf	PDF	Mar 23, 2018
18R3011_INDY_AMD06.pdf	PDF	Mar 15, 2018
18R3011_INDY_AMD05.pdf	PDF	Mar 6, 2018
DWGS_117-150.pdf	PDF	Mar 2, 2018
DWGS_151-214.pdf	PDF	Mar 2, 2018
ATTACH_1_PPI_Sheet.xls	XLS spreadsheet	Mar 2, 2018
18R3011_INDY_AMD01.pdf	PDF	Mar 2, 2018

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ACQR5164372

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

N4008518R3011 NOSC INDIANAPOLIS ATFP SECURITY UPGRADES

The purpose of this amendment is to provide attachment 6 of PPI Response attachments as indicated in Amendment 0009

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 06-Apr-2018

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X N4008518R3011

X 9B. DATED (SEE ITEM 11)

01-Mar-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

06-Apr-2018

CODE

NAVFAC MID ATLANTIC PWD GREAT LAKES

PWD GREAT LAKES FEAD

310 SEABEE WAY

GREAT LAKES IL 60088-2814

N40085 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008518R3011

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

(End of Summary of Changes)

BHC

TranC

CAC

Tran

ACGM

WMWV

No visible flow

Inv. 8" VCP SW=848.36'

Inv. 8" VCP SE=848.36'

Inv. 8" VCP NE=848.36'

SAN. TC=854.41'

18"

15"

21"

18"

12"

15"12"12"10" 12"

24" 24"

12" 12" 12" 12" 12" 12" 12" 12" 12" 12"

18"

24"

18"

24"

18" 24" 24"

24"

30"

24"

18"

12"

24"

30"

60"

48"

60"

36"

48"

24"

30"

60"

36"

24"

36"

30"

48"

36"

18"

24"

18" 48"

48"

36"

18"

30"48"

18"

42" 48"

36"

42"

10"

Inv. 12" PVC W=850.75'

Elev=854.25'

Hydrant Flange.

Cut "X" North Bolt

TBM#8

Elev=851.41'

Other end not found.

Inv. 12" CMP W.

Inv. 15" CMP W=850.00'

6" VCP Pipe (Flush)

N=851.57'

Inv. 12" CMP

S=851.33'

Inv. 12" CMP

Inv. 12" CMP S=846.66'

Inv. 12" CMP N=847.84'

Keypad ped.

Hydrant Flange, Elev=854.83'

TBM#4:Cut "X" North Bolt

Inv. 12" CMP W=849.21'

Inv. 12" CMP E=848.95'

Gate keypad

Inv. 15" CMP WSW=848.76'

Inv. 15" CMP ENE=849.13'

Scale

Ele.

Scale Ele. Pad

Ele.

Inv. 12" CMP S=847.60'

Gate keypad

3'w stone sign

1'w Brick Sign1'w Brick Sign

Inv. 12" CPP N=845.91'

Elev=849.78'

PWP #877-35lb in North Face

Pole Barn Nail set

TBM#10

B ri c k

Inv. 12" CMP W=843.64'Inv. 12" CMP E=843.68'

B ric k

Inv. 12" CPP W=841.60'

Inv. 15" CMP E=841.90'

Inv. 15" CMP W=842.39'

T B

Elev.=845.28'

Hydrant Flange.

Cut "X" North Bolt

TBM#1

Column

Brick

3'x3' tele.

W=842.71'

Inv. 12" CMP

Column

Brick

2'x2'

3'x3' Brick Column

2'x2' Brick Column

N=848.84'

Inv. 18" RCP

NNE=847.46'

Inv. 15" RCP tele.

TBM#9

Elev=853.00'

Hydrant Flange

Cut "X" North Bolt

TBM#9

Guard Shack keypad

Gate

Inv. 12" CMP N=847.42'

Inv 8" CMP S=847.41' Inv 8" CMP N=846.92'

SE=839.55'

Inv. 48" RCP

N=838.59'

Inv. 45" CPP

Gate

F/O Vault

Elev=848.86'

PWP. #83335lb

Boat Spike in South Face

TBM#6

Elev=853.81'

Hydrant Flange

Cut "X" North Bolt

TBM#5

Inv. 8" PVC E=843.30'

Inv. 8" PVC W=843.67'

Inv. 18" CMP W=843.57'

Elev=849.26'

Hydrant Flange

Cut "X" North Bolt

TBM#2

Elev.=850.88'

Hydrant Flange.

Cut "X" North Bolt

TBM#3

tele.

Gate

C o n c

C o n c .C o n c

C o n c

Conc.

Asphalt

A s p h a lt

Asphalt

Grvl.

G r v l.

Grass

Grass Grass

Grass

GrassGrass

Grass

Grass Grass

Grass

FF=850.92'

FF=851.61'

FF=854.22'

FF=854.54'

FF=854.52'

FF=855.61'

FF=855.60'

FF=855.64'

FF=855.47'

FF=855.57'

FF=855.62'

FF=855.63'

Inv. 12" RCP N=849.71'

Inv. 12" RCP E=849.77'

TC=849.71'@fl

Inv. 24" RCP W=848.32'

Inv. 12" RCP S=849.38'

TC=852.98'@fl

Asphalt

A s p h a lt

Asphalt

Inv. 24" RCP W=847.27'

Inv. 15" RCP S=847.50'

Inv. 24" RCP E=847.22'

Inv. 18" RCP N=847.62'

TC=851.83'@fl

Inv. 15" RCP N=848.39'

Inv. 12" PVC E=848.84'

TC=851.24'@fl

Inv. 36" RCP W=847.09'

Inv. 15" RCP S=848.39'

Inv. 24" RCP E=847.14'

TC=851.45'@fl

Inv. 36" RCP W=846.40'

Inv. 15" RCP S=850.65'

Inv. 36" RCP E=846.45'

TC=850.71'@fl

Inv. 15" RCP N=847.95'

TC=850.65'@fl

Inv. 36" RCP W=845.33'

Inv. 15" RCP S=846.83'

Inv. 36" RCP E=845.38'

TC=849.79@fl

Inv. 15" RCP N=847.50'

TC=849.10'@fl

Inv. 15" RCP N=846.58'

TC=848.38'@fl

Inv. 36" RCP W=844.47'

Inv. 15" RCP S=846.01'

Inv. 36" RCP E=844.51'

TC=849.22'@fl

Inv. 8" VCP SE=845.49

Inv. 12" VCP W=845.29'

Inv. 8" VCP E=845.39'

SAN. TC=852.69'

Inv. 8" VCP W=

Inv. 8" VCP E=

SAN. TC=853.32'

Inv. 8" VCP W=847.01'

Inv. 8" VCP NW=847.31'

Inv. 8" VCP S=847.21'

SAN. TC=853.61'

Structure holding water

App. pipe NW

TC=852.83'

Inv. 4" VCP E=849.10'

Inv. 8" VCP N=847.40'

SAN. TC=853.40'

Inv, 8" PVC E=852.26'

TC=853.46'

C o u ld n o t fin d o u tle t

Inv. 24" RCP W=843.57'

Inv. 8" VCP SW=845.07'

Inv. 18" RCP S=846.27'

Inv. 18" RCP E=846.17'

TC=849.32'

Inv. 36" RCP N=840.11'

Inv. 24" RCP E=841.51'

Inv. 42" RCP S=840.31'

TC=845.71'

Inv. 42" RCP N=840.52'

Inv. 42" RCP S=840.32'

TC=845.62'

Inv. 42" RCP N=840.77'

Inv. 48" RCP S=839.97'

TC=845.62'

Inv. 48" RCP N=839.67'

Inv. 48" RCP S=839.57'

TC=846.27'

Inv. 36" RCP N=844.18'

Inv. 15" RCP SW=845.98'

Inv. 36" RCP E=844.28'

TC=850.58'

Inv. 18" RCP NW=846.92'

Inv. 18" RCP S=847.02'

TC=849.62'

Inv. 36" RCP N=844.01'

Inv. 24" RCP E=845.31'

Inv. 36" RCP S=844.11'

TC=849.81'

Inv. 36" RCP N=843.90'

Inv. 30" RCP SE=844.10'

Inv. 36" RCP S=844.00'

TC=848.00'

E=838.95'

Inv. 15" CPP

=838.45'

Btm. 48" CPP

TC=843.95'

E=839.19'

Inv. 12" CPP

=838.36'

Btm. 48" CPP

TC=844.19'

Inv. 12" VCP N=835.69'

Inv. 12" VCP S=835.79'

SAN. TC=843.69'

Inv. 12" CMP W=840.02'

Inv. 15" CMP S=840.42'

Inv. 12" CPP E=840.42'

TC=843.62'

Inv. 15" CMP S=840.50'

Inv. 15" CMP N=840.40'

TC=842.40'

Inv. 8" CPP NW=842.10'

TC=842.80'

Inv. 12" CMP W=838.60'

Inv. 8" CPP SE=842.12'

Inv. 12" CPP E=838.70'

TC=843.22'

Inv. 18" RCP N=844.50'

Inv. 18" RCP E=844.80'

TC=847.20'

Inv. 12" CPP N=846.55'

TC=847.70'

Inv. 15" RCP W=841.05'

Inv. 12" RCP E=841.15'

TC=845.45'

Inv. 12" RCP W=841.41'

Inv. 3" Iron E=842.01'

TC=844.71'

Inv. 15" RCP W=840.25'

Inv. 15" RCP E=840.35'

TC=844.55'

WM AC

Inv. 12" CMP S=851.22'

Inv. 12" CMP N=850.84'

Flower Bed

27"

24"

24" 27"

30"

Inv. 6" VCP S=845.25'

Inv. 6" VCP NW=844.65'

SAN. TC=852.65'

Bottom=843.72'

Full of Water

SAN. TC=849.42'

Inv. 12" PVC W=841.42'

Inv. 12" CPP E=841.47'

TC=844.07'

Pipe run is holding water

Inv. 48" RCP S=839.60'

Inv. 48" RCP NW=839.50'

TC=845.02'

STR. A

STR. B

STR. C

STR. D

Inv. 18" RCP W=840.25'

Inv. 18" RCP E=840.35'

TC=842.60'

STR. B

Inv. 8" VCP E=840.46'

Inv. 12" VCP W plugged w/mud

TC=841.76'

STR. A

Vertical Pipe

TC=848.98'

Inv. 12" VCP N=836.70'

Inv. 8" VCP E=836.80'

Inv. 4" VCP SW=838.90'

Inv. 12" VCP S=836.90'

SAN. TC=845.40'

STR. D

Inv. 18" RCP W=840.37'

Inv. 18" RCP E=840.47'

TC=842.47'

STR. C

Inv. 15" RCP W=839.45'

Inv. 15" RCP E=839.55'

TC=844.25'

Conc. Lid

No pipe visible to east

Flow was NE

48" App. Passes through

Inv. 18" RCP W=840.87'

Inv. 18" RCP E=840.93'

TC=843.83' Inv. 18" RCP W=841.45'

Inv. 15" RCP E=841.55'

TC=844.45'

in road.

newer pavement cut

North pipe goes across

Inv. 8" VCP W=840.88'

Inv. 8" PVC N=840.93'

SAN. TC=848.58'

18"

10"

6" 4"

15"

10"

East 59th Street

Billings Road

Tripler Road

Beaumont Road

B r o o k s

B lv d

B r o o d

L e t t e r m a n

A v e

L e t t e r m e

App. R/W (See Sheet 1) App. R/W (See Sheet 1)

A p p

S e

S h e e t

A p p

S e e t

A p p

S e e t

A p p

S e e t

WVWV

Asphalt

Grass & Gravel

Grass

Tall weeds & Vegetation

Old Asphalt &

Gravel

Elev.=855.92'

Hydrant Flange

Cut "X" North Bolt

TBM#7

#124

Building

Metal

#107

Bldg.

Metal

#118

Bldg.

Metal

#119

Bldg.

Metal

App. R/W (See V-101 notes) App. R/W (See V-101 notes)

T-100

Bldg.

Vinyl

Stone Signs w/Lights

Inv. 15" RCP N=848.39'

TC=852.54'@fl

Inv. 18" CMP E=843.22'

Inv. 15" CMP N=841.40'

Inv. 15" CMP W=840.73'

Service

No Service

Elev=846.24'

PWP# 752-35lb

Set in North Face

Pole Barn Nail

TBM#11

NORTH

TRUE

0 160'40' 80'

D E

M O

N P

L A

O V

E R

A L L S

CD101

CD103

CD104

CD102

CD100

MIGRATORY BIRDS, TREE REMOVAL CAN BEGIN.

AFTER THE AREA HAS BEEN INSPECTED AND DEEMED CLEAR OF

THE AREA INSPECTED BY THE 88TH RSC ENVIRONMENTAL DIVISION.

BETWEEN MARCH 1 AND AUGUST 31, THE CONTRACTOR WILL HAVE

PRIOR TO BEGINNING TREE REMOVAL ACTIVITIES TAKING PLACE

WITH AN OUTAGE DURATION NOT TO EXCEED 24 HRS.

THE NEW UTILITIES ARE COMPLETED AND CAN BE HOOKED UP

ALSO MAINTAIN UTILITY SERVICE TO THESE BUILDINGS UNTIL

TWO DEMOLITION PHASES SHOWN, THE CONTRACTOR SHOULD

AS PART OF THIS PROJECT. IN ADDITION TO CONSIDERING THE

UTILITIES THAT REQUIRE DEMOLITION AND RECONSTRUCTION

BUILDINGS #107, #118, #119, AND #124 ARE CONNECTED TO

OF BUILDING #126 AND #127 HAVE BEEN RELOCATED.

PHASE 2 DEMOLITION SHALL NOT BEGIN UNTIL THE OCCUPANTS

PARKING FACILITIES, OR INTERUPT UTILITY SERVICES.

RESTRICT ACCESS TO THESE BUILDINGS, THERE SUPPORTING

PHASE 1 DEMOLITION. PHASE 1 DEMOLITION SHALL NOT

BUILDING #126 AND #127 WILL REMAIN OCCUPIED DURING

NOTES:

PHASE 2 DEMOLITION

PHASE 1 DEMOLITION

CONSTRUCTION LIMIT)

(SEE CG100 FOR FULL

CONSTRUCTION LIMIT

LEGEND:

A R

M E

D F

O R

C E

PHASE 2 DEMOLITION

P H

A S

E D

E M

O L

P H

A S

E D

E M

O L

WVWV

BHBH

WVWM

Tran

EMV

GMWM

WVT

CTranEM T

WMWV

WV WV

W W

8"12"

12"

18"

24"24"

24"

21" 24" 27"

27" 27" 21" 36"

27"

18"

12"

18"

24"

30"

48"

24"

36"

30"

24" 30"

30"

18"

48"

24"

48"

36"

48"

42"

48"

36"

42"

48"

24"

42"

30"

24"

48"

36"

10"

Inv. 8" VCP N=851.82'

TC=853.91'

Square Catch Basin

Bldg.

Brick

Barn

Mtl.

Trailer R a m p

Bldg.

Wood tele.

Conc.

C o n c

Conc.

Conc.Conc.

Conc.

Asphalt

A s p h a lt

Grvl.

Grvl.Grvl.

Asphalt

Grvl.

Grass

GrassGrass

Grass Grass

Grass

Grass Grvl.

FF=848.91'

FF=848.92'

FF=853.75'

FF=853.68'

FF=853.70'

FF=853.56'

FF=853.54'

FF=855.01'

FF=855.07'

FF=853.56'

FF=853.37'

FF=853.60'

FF=851.50'

FF=850.56'

FF=853.70'

FF=853.68'

FF=854.48'

FF=854.44'

FF=854.45'

FF=854.42'

FF=854.44'

FF=854.45'

FF=854.43'

FF=854.47'

Asphalt

Asphalt Asphalt

Asphalt

A s p h a lt

Asphalt

Inv. 12" VCP N=842.16'

SAN. TC=851.86'

Inv. 12" VCP N=841.36'

Inv. 12" VCP S=842.16'

Inv. 12" VCP E=841.46'

SAN. TC=852.36'

Inv. 18" unknown=846.95'

TC=849.65'

Inv. 30" RCP S=845.22'

Inv. 18" unknown NE=845.42'

TC=849.02'

Inv. 30" RCP W=845.44'

Inv. 4" Iron NE=845.54'

Inv. 30" RCP N=845.54'

TC=850.14'

In v

R C

In v

T C

In v

T C

Inv. 8" VCP W=841.18'

Inv. 8" VCP S=841.58'

Inv. 8" VCP E=841.28'

SAN. TC=850.38'

Inv. 8" VCP W=842.93'

Inv. 8" VCP N=843.08'

Inv. 8" VCP E=842.98'

SAN. TC=851.43'

Inv. 8" VCP W=843.89'

Inv. 8" VCP S=843.94'

SAN. TC=851.94'

Inv. 8" VCP S=845.38'

Inv. 8" VCP N=843.68'

SAN. TC=853.43'

Inv. 6" VCP NE=847.64'

Inv. 6" VCP SW(S)=847.84'

Inv. 6" VCP SW(N)=848.14'

SAN. TC=853.54'

Inv. 18" RCP ENE=847.36'

Inv. 8" VCP E=847.56'

Inv. 8" VCP SE=847.76'

Inv. 8" VCP S=847.96'

Inv. 8" VCP W=847.86'

TC=852.56'

Bldg.

Wood

Asphalt Grvl.

Grass

15"

10"

21" 27"

Bottom=844.13'

Full of Water

SAN. TC=849.28'

Bottom=843.63'

Full of Water

SAN. TC=849.58'

filled with mud

TC=847.07'

filled with mud

TC=847.15'

filled with mud

TC=847.24'

In v u n k n o w

In v

S A

T C

Inv. 15" RCP W=842.28'

Inv. 15" RCP E=842.38'

TC=844.88'

Inv. 15" RCP W=842.87'

Inv. 15" RCP E=842.97'

TC=845.67'

Inv. 24" CMP W=843.43'

Inv. 24" CMP E=843.53'

TC=845.93'

Inv. 24" CMP W=843.39'

Inv. 12" CMP S=843.49'

Inv. 15" CMP E=843.49'

TC=846.39

Bottom=842.61'

Full of Water

SAN. TC=848.91'

Bottom=841.00

Full of Water

SAN. TC=849.67'

Pipes inside

Possible Water Structure

Inv. 8" VCP W=840.03'

Inv. 8" PVC E=840.13'

SAN. TC=846.83'

Inv. 8" VCP W=839.26'

Inv. 8" PVC E=839.36'

SAN. TC=846.36'

been lined.

Pipe appears to have

Inv. 8" VCP W=839.02'

Inv. 8" PVC E=839.07'

SAN. TC=846.97'

Inv. 8" VCP W=838.71'

Inv. 8" PVC E=838.76'

SAN. TC=847.66'

18" 24"

18" bush bush

12"

Pipes inside

Possible Water Structure

In v

S A

T C

B us he s

Billings Road

Tripler Road

WVGM

Tran

No STR. FND.

Inv. 18" RCP W=846.06'

TC=849.96'

Inv. 18" RCP N=847.03

Inv. 18" RCP WSW=847.23

TC=852.43'

Inv. 18" RCP N=847.51'

Inv. 18" RCP S=846.61'

TC=850.61'

Inv. 12" CMP W=847.34'Inv. 12" CMP E=846.30' Inv. 15" CMP W=845.60'

Inv. 12" CMP E=844.33'

Inv. 12" CMP W=844.33'

Inv=848.16'

End broken

Inv=848.23'

End broken

Inv. 12" PVC S=852.60'

Inv. 12" CMP N=851.97'

Inv. 8' VCP S=851.66'

Inv. 18" RCP SW=849.63'

TC=852.53'

Inv. 18" RCP S=848.87'

Inv. 18" RCP NE=848.92'

TC=853.07'

Inv. 6" VCP S=850.21'

Inv. 4" VCP W=850.86'

SAN. TC=855.06

3'dia. Conc. Ring

Gate

Unknown Vault

Gate app. 0.9'w. & 4.5't.

Old conc. wall

Gate

Wood Deck

#125

Bldg.

Block

S-237

Bldg.

Vinyl

#126

Bldg.

Brick

#127

Bldg.

Brick

#108

Vinyl

1-Story

Inv. 12" VCP W=843.53'

Inv. 12" VCP E=843.63'

SAN. TC=852.33'

Inv. 12" VCP W=842.39'

Inv. 12" VCP E=842.29'

SAN. TC=850.29'

GMGM

Other end not found

Inv. 12" CMP S=848.49'

#241

Bldg.

Metal

CURB

CONC

INV E=847.42'

CONC HEADWALL

12" CMP

BARRIERS

JERSEY

CONCRETE

CONCRETE JERSEY BARRIERS

BARRIERS

CONCRETE JERSEY

BARRIERS

CONCRETE JERSEY

R a m p

C o n c

Ramp Conc.

BARRIERS

JERSEY

CONCRETE

E=856.60'

Existing SS Line

238'C.31 = 10"

836.74'

837.68'

837.48'

C.O.

288'C.31 = 10"

838.57'

838.77'

839.56' 839.66'10' = 255'C.31

10' = 342'C.31

840.82'

E=840.82'

Existing SS Line

* * * S A F E T Y P A Y S * * *

* * * S U P P O R T V A L U E E N G I N E E R I N G - I T P A Y S * * *

Louisville District of Engineers

US Army Corps

NUMBER:

REFERENCE

SHEET

D e s ig n e d b y

D ra w n b y

R e v is io n s

D e s c ri p ti o n

D a te

A p p r.

C h e c k e d b y

1 2 3 4 5 6 7 8

P ro je c t E n g in e e r/

A rc h it e c t

D a te

S y m b o l

D ra w in g c o d e

D a te

R e v ie w e d b y

A S N

O T

E D

S c a le

E N

G I N

E E

R I N

G S

U R

V E

Y I N

E N

V I R

O N

M E

N T

A L

P L

A N

N I N

G ll y ie d S u it e

E d e n

P ra ir ie

N W

A T

E R

H O

U S

P F

L E

G R K

A C

D Z

U E

L K

L A

W R

E N

C E

N A

F O

R T B

E N J

A M

A R

O N

A R

M E

D F

O R

C E

S R

E S

E R

V E C

E N

T E

P N

C A

-6

P N

U M

B E

F Y

E B

R U

A R

AS-BUILT

Q R -1

-C -0

SCALE: 1" = 80'

INV W=847.45'

CONC HEADWALL

12" CMP

ATTACHMENT 6

Tran

ACGM

24" 24"

12"

24"

30"

60"

48"

60"

36"

48"

24"

30"

60"

36"

24"

36"

30"

48"

36"

18"

24"

18" 48"

48"

36"

18"

30"48"

18"

42" 48"

B ri c k

Inv. 12" CMP W=843.64'Inv. 12" CMP E=843.68'

B ric k

Inv. 12" CPP W=841.60'

Inv. 15" CMP E=841.90'

Inv. 15" CMP W=842.39'

T B

Elev.=845.28'

Hydrant Flange.

Cut "X" North Bolt

TBM#1

W=842.71'

Inv. 12" CMP

Elev=848.86'

PWP. #83335lb

Boat Spike in South Face

TBM#6

Elev=853.81'

Hydrant Flange

Cut "X" North Bolt

TBM#5

Inv. 8" PVC E=843.30'

Inv. 8" PVC W=843.67'

Inv. 18" CMP W=843.57'

Elev=849.26'

Hydrant Flange

Cut "X" North Bolt

TBM#2

C o n c

Grass

FF=850.92'

A s p h a lt

Asphalt

Inv. 24" RCP W=843.57'

Inv. 8" VCP SW=845.07'

Inv. 18" RCP S=846.27'

Inv. 18" RCP E=846.17'

TC=849.32'

Inv. 12" VCP N=835.69'

Inv. 12" VCP S=835.79'

SAN. TC=843.69'

Inv. 12" CMP W=840.02'

Inv. 15" CMP S=840.42'

Inv. 12" CPP E=840.42'

TC=843.62'

Inv. 15" RCP W=841.05'

Inv. 12" RCP E=841.15'

TC=845.45'

Inv. 12" RCP W=841.41'

Inv. 3" Iron E=842.01'

TC=844.71'

Inv. 15" RCP W=840.25'

Inv. 15" RCP E=840.35'

TC=844.55'

STR. B

STR. C

STR. D

Inv. 18" RCP W=840.25'

Inv. 18" RCP E=840.35'

TC=842.60'

STR. B

Inv. 8" VCP E=840.46'

Inv. 12" VCP W plugged w/mud

TC=841.76'

STR. A

Inv. 12" VCP N=836.70'

Inv. 8" VCP E=836.80'

Inv. 4" VCP SW=838.90'

Inv. 12" VCP S=836.90'

SAN. TC=845.40'

STR. D

Inv. 18" RCP W=840.37'

Inv. 18" RCP E=840.47'

TC=842.47'

STR. C

Inv. 15" RCP W=839.45'

Inv. 15" RCP E=839.55'

TC=844.25'

Inv. 18" RCP W=840.87'

Inv. 18" RCP E=840.93'

TC=843.83' Inv. 18" RCP W=841.45'

Inv. 15" RCP E=841.55'

TC=844.45'

18"

10"

6" 4"

15"

East 59th Street

Billings Road

App. R/W (See Sheet 1)

A p p

S e e t

WVWV

App. R/W (See V-101 notes)

T-100

Bldg.

Vinyl

Stone Signs w/Lights

Inv. 18" CMP E=843.22'

Inv. 15" CMP N=841.40'

Inv. 15" CMP W=840.73'

Tran

EMV

GMWM

WVT

EV30"

F/O Vault

Bldg.

Brick

Barn

Mtl.

Trailer R a m p

Conc.

C o n c

Asphalt

Grass

FF=853.75'

FF=853.68'

FF=853.70'

FF=855.01'

FF=855.07' FF=853.60'

Asphalt

Inv. 6" VCP NE=847.64'

Inv. 6" VCP SW(S)=847.84'

Inv. 6" VCP SW(N)=848.14'

SAN. TC=853.54'

Inv. 18" RCP ENE=847.36'

Inv. 8" VCP E=847.56'

Inv. 8" VCP SE=847.76'

Inv. 8" VCP S=847.96'

Inv. 8" VCP W=847.86'

TC=852.56'

Asphalt

In v u n k n o

In v

S A

T C

B us he s

WVGM

Tran

Inv. 18" RCP W=846.06'

TC=849.96'

Inv. 18" RCP N=847.03

Inv. 18" RCP WSW=847.23

TC=852.43'

Inv. 18" RCP N=847.51'

Inv. 18" RCP S=846.61'

TC=850.61'

Unknown Vault

#127

Bldg.

Brick

BARRIERS

CONCRETE JERSEY

No Service

Elev=846.24'

PWP# 752-35lb

Set in North Face

Pole Barn Nail

TBM#11

NORTH

TRUE

0 80'20' 40'

CD101

E D

E M

O L

N P

L A

P H

A S

A R

M E

D F

O R

C E

-M

A R -1

2 2 2

2 2

REVISED

OPTIC LINE

ABANDONED FIBER

13.

12.

11.

10.

-M

A R -1

R E

C O

R D D

R A

G S /A

S -B

T C

O N

R E

E D R

E C

O R

D D

R A

G S /A

S -B

T C

O N

FULL DEPTH

SAWCUT ASPHALT

MATCH LINE CD101

CD103

C D

HYDRANT

REMOVE

POLES/BASE

REMOVE LIGHT

STRUCTURE

REMOVE STORM

FULL DEPTH

SAWCUT ASPHALT

M A

T C

H L

PHASE 2 DEMOLITION

REMOVE GUARD RAILCONSTRUCTION LIMIT

CONSTRUCTION LIMIT

LIMIT

CONSTRUCTION

WOOD DECK

REMOVE

SERVICE TO CHAPEL BLDG T-100

EAST OF TEE. MAINTAIN

DISCONNECT WATER MAIN

PROTECT TREE FROM DAMAGE

TO 30" TREE IF NECESSARY TO

IN PLACE IMMEDIATELY ADJACENT

ABANDON WATER MAIN PIPING

BRICK AND MORTER/GROUT

CLOSE PIPE OPENING WITH

REMOVE STORM SEWER PIPE TO MH.

RESOURCE AREA

WITHIN LIMITS OF CULTURAL

AND ABANDON IN PLACE

DISCONNECT WATER MAIN

TREE MONUMENT

PROTECT STONE SIGNS AND

AND ABANDON IN PLACE TO

DISCONNECT SANITARY SEWER

UNDER ROAD

ABANDON PIPE

GATE

TEMPORARY

CS101 FOR LOCATION

OF BLDG #108. SEE SHEET

RELOCATED TO THE AREA

MOBILE TRAILER TO BE

E N

T E

R N

O T

* * * S A F E T Y P A Y S * * *

* * * S U P P O R T V A L U E E N G I N E E R I N G - I T P A Y S * * *

Louisville District of Engineers

US Army Corps

NUMBER:

REFERENCE

SHEET

D e s ig n e d b y

D ra w n b y

R e v is io n s

D e s c ri p ti o n

D a te

A p p r.

C h e c k e d b y

1 2 3 4 5 6 7 8

P ro je c t E n g in e e r/

A rc h it e c t

D a te

S y m b o l

D ra w in g c o d e

D a te

R e v ie w e d b y

A S N

O T

E D

S c a le

E N

G I N

E E

R I N

G S

U R

V E

Y I N

E N

V I R

O N

M E

N T

A L

P L

A N

N I N

G ll

S u it e

E d e n

P ra ir ie

N W

A T

E R

H O

U S

P F

L E

G R K

A C

D Z

U E

L K

L A

W R

E N

C E

N A

F O

R T B

E N J

A M

A R

O N

A R

M E

D F

O R

C E

S R

E S

E R

V E C

E N

T E

P N

C A

-6

P N

U M

B E

F Y

E B

R U

A R

AS-BUILT

Q R -1

-C -0

24"

30"

48"

24"

36"

30"

24" 30"

30"

18"

48"

24"

48"

36"

48"

42"

48"

36"

48"

36"

Bldg.

Wood

Asphalt

Grass

FF=848.91'

FF=848.92'

FF=851.50'

Asphalt

A s p h a lt

Asphalt

Inv. 8" VCP W=841.18'

Inv. 8" VCP S=841.58'

Inv. 8" VCP E=841.28'

SAN. TC=850.38'

filled with mud

TC=847.07'

Inv. 15" RCP W=842.28'

Inv. 15" RCP E=842.38'

TC=844.88'

Inv. 15" RCP W=842.87'

Inv. 15" RCP E=842.97'

TC=845.67'

Inv. 8" VCP W=840.03'

Inv. 8" PVC E=840.13'

SAN. TC=846.83'

Inv. 8" VCP W=839.26'

Inv. 8" PVC E=839.36'

SAN. TC=846.36'

been lined.

Pipe appears to have

Inv. 8" VCP W=839.02'

Inv. 8" PVC E=839.07'

SAN. TC=846.97'

Inv. 8" VCP W=838.71'

Inv. 8" PVC E=838.76'

SAN. TC=847.66'

18" 24"

18"

In v

S A

T C

Tripler Road

Inv. 12" CMP E=844.33'

Inv. 12" CMP W=844.33'

Wood Deck

S-237

Bldg.

Vinyl

GMGM

#241

Bldg.

Metal

CURB

CONC

E=856.60'

Existing SS Line

238'C.31 = 10"

836.74'

837.68'

837.48'

C.O.

288'C.31 = 10"

838.57'

838.77'

839.56' 839.66'10' = 255'C.31

10' = 342'C.31

SCALE: 1" = 40'

A LOCATION ON THE PROJECT SITE TO LOCATE BARRIERS.

COORDINATE WITH THE PROJECT OFFICER TO DETERMINE

WILL REMAIN THE PROPERTY OF THE ARMY RESERVE.

CONCRETE JERSEY BARRIERS ARE TO BE RELOCATED AND

OF REMOVALS WITH LAWRENCE UTILITIES.

CITY OF LAWRENCE WATER MAIN. VERIFY CONFIGURATION

EXPOSE WATER MAIN AT POINTS OF DISCONNECT FROM

COMPLETION OF NEW WATER MAIN LOOP.

EXISTING WATER MAIN TO REMAIN IN SERVICE UNTIL

NEW SANITARY SEWER IS COMPLETE.

EXISTING SANITARY SEWER TO REMAIN IN SERVICE UNTIL

KEYNOTES:

SEE SECTION 01 50 00

TEMPORARY FENCE

PARAGRAPH 1.7.3

SEE SECTION 02 41 00

TREE PROTECTION FENCING

TREE REMOVAL

CONCRETE CURB/GUTTER REMOVAL

BELOW GROUND REMOVAL

ABOVE GROUND REMOVAL

BUILDING REMOVAL

BITUMINOUS REMOVAL

GRAVEL REMOVAL

CONCRETE REMOVAL

LEGEND:

IN BUILDING 126.

(CHAPLAIN'S OFFICE). IT APPEARS TO ORIGINATE/TERMINATE

RUNNING NORTH/SOUTH TO THE EAST OF BUILDING 237

THE UNIDENTIFIED UTILITY IS AN ABANDONED FIBER OPTIC LINE

AND COMMUNICATION REMOVALS. SEE SHEET E101.

SEE ELECTRICAL DEMOLITION PLAN FOR ELECTRICAL

SEE SPECIFICATIONS FOR SITE DEMOLITION REQUIREMENTS.

FOR REMOVAL.

PROTECT ALL EXISTING TREES NOT DESIGNATED

FREE EDGE.

PAVEMENTS SHALL BE SAW CUT TO REMOVAL LIMITS IF NOT A

REMOVED, PLUG PIPE OPENINGS WITH NONSHRINK GROUT.

FOR EXISTING STRUCTURES TO REMAIN THAT HAVE PIPES

WITH CITIZEN GAS, FRANK NEAL, (317) 694-4734.

COORDINATE GAS MAIN DISCONNECT AND PIPE REMOVALS

GAS MAIN/SERVICE REMOVALS ARE DONE BY GAS COMPANY.

UTILITY CONTACT AND USERS OF EXISTING BUILDINGS.

SHUTOFFS, DISCONNECTS, AND TEMPORARY PLUGS WITH

COORDINATE WATER MAIN AND SANITARY SEWER

SHALL HAVE ENDS PLUGGED.

GROUTED FULL OR FILLED WITH COMPACTED SAND AND

UNDERGROUND UTILITIES TO BE ABANDONED SHALL BE

SHOWN ARE INCIDENTAL TO UTILITY DEMOLITION.

MISCELLANEOUS ITEMS ASSOCIATED WITH THE REMOVALS

STRUCTURES, RISERS, HYDRANT LEADS AND OTHER

REQUIREMENTS. REMOVAL AND ABANDONMENT OF

REMOVALS SHOWN REFLECT APPROXIMATE MINIMUM

MAIN/SEWER AND CAPPED.

ARE TO BE REMOVED TO THEIR CONNECTION WITH AN ACTIVE

BUILDING DEMOLITION INCLUDES UTILITY SERVICES. SERVICES

WORK.

UNDERGROUND UTILITIES PRIOR TO DEMOLITION AND REMOVAL

CONTRACTING OFFICER PRIOR TO REMOVAL. LOCATE IN PLACE

ARE TO BE IDENTIFIED AND DETERMINED REMOVABLE BY

SURVEY METHODS. UNKOWN UTILITIES SHOWN FOR REMOVAL

UTILITIES OF UNKNOWN TYPE HAVE BEEN SURVEYED USING GPR

SHOULD ALSO BE REMOVED EVEN IF NOT SPECIFICALLY NOTED.

THAT ARE INTEGRAL TO A UTILITY SHOWN FOR DEMOLITION

TYPES OF FEATURES TO BE DEMOLISHED. STRUCTURES

LEGEND ABOVE ARE INTENDED TO HELP DISTINGUISH THE

EXISTING ITEMS TO REMAIN. LINE TYPES INDICATED IN THE

ABANDONED IN PLACE ARE SHOWN BOLD COMPARED TO

EXISTING ITEMS TO BE DEMOLISHED, REMOVED, OR

NOTES:

WMWV

18"

15"12"12"10" 12"

12" 12" 12" 12" 12" 12" 12" 12" 12"

36"

42"

N=851.57'

Inv. 12" CMP

S=851.33'

Inv. 12" CMP

Inv. 12" CMP S=846.66'

Inv. 12" CMP N=847.84'

Keypad ped.

Hydrant Flange, Elev=854.83'

TBM#4:Cut "X" North Bolt

Inv. 12" CMP S=847.60'

Gate keypad3'w stone sign

Inv. 12" CPP N=845.91'

Elev=849.78'

PWP #877-35lb in North Face

Pole Barn Nail set

TBM#10

Inv. 12" CMP N=847.42'

Inv 8" CMP S=847.41' Inv 8" CMP N=846.92'

Elev.=850.88'

Hydrant Flange.

Cut "X" North Bolt

TBM#3

C o n c

Conc.

A s p h a lt

Grass

Grass Grass

Grass

FF=855.47'

FF=855.57'

FF=855.62'

FF=855.63'

Asphalt

Inv. 12" CPP N=846.55'

TC=847.70'

Flower Bed

27"

24"

24" 27"

30"

Inv. 6" VCP S=845.25'

Inv. 6" VCP NW=844.65'

SAN. TC=852.65'

Bottom=843.72'

Full of Water

SAN. TC=849.42'

in road.

newer pavement cut

North pipe goes across

Inv. 8" VCP W=840.88'

Inv. 8" PVC N=840.93'

SAN. TC=848.58'

East 59th Street

Tripler Road

L e t t e r m e

App. R/W (See Sheet 1)

Old Asphalt &

Gravel

App. R/W (See V-101 notes) App. R/W (See V-101 notes)

NORTH

TRUE

0 80'20' 40'

CD102

E D

E M

O L

N P

L A

P H

A S

A R

M E

D F

O R

C E

REVISED

R E

E D R

E C

O R

D D

R A

G S /A

S -B

T C

O N

N -J

U L -1

WMWV

W W

18"

24"24"

24"

21" 24" 27"

27" 27" 21" 36"

27"

36"

42"

48"

24"

42"

30"

24"

10"

Bldg.

Wood tele.

C o n c

Conc.

Conc.Conc.

Conc.

A s p h a lt

Grvl.

Grass

GrassGrass

Grass Grass

Grass

Grass Grvl.

FF=850.56'

Asphalt Asphalt Asphalt

Asphalt

Inv. 8" VCP W=842.93'

Inv. 8" VCP N=843.08'

Inv. 8" VCP E=842.98'

SAN. TC=851.43'

Inv. 8" VCP W=843.89'

Inv. 8" VCP S=843.94'

SAN. TC=851.94'

Inv. 8" VCP S=845.38'

Inv. 8" VCP N=843.68'

SAN. TC=853.43'

Bldg.

Wood

Grvl.

Grass

15"

10"

21" 27"

Bottom=844.13'

Full of Water

SAN. TC=849.28'

Bottom=843.63'

Full of Water

SAN. TC=849.58'

filled with mud

TC=847.07'

filled with mud

TC=847.15'

filled with mud

TC=847.24'

Inv. 15" RCP W=842.87'

Inv. 15" RCP E=842.97'

TC=845.67'

Inv. 24" CMP W=843.43'

Inv. 24" CMP E=843.53'

TC=845.93'

Inv. 24" CMP W=843.39'

Inv. 12" CMP S=843.49'

Inv. 15" CMP E=843.49'

TC=846.39

Bottom=842.61'

Full of Water

SAN. TC=848.91'

Bottom=841.00

Full of Water

SAN. TC=849.67'

Pipes inside

Possible Water Structure

Billings Road

Inv. 12" CMP W=847.34'Inv. 12" CMP E=846.30' Inv. 15" CMP W=845.60'

Inv=848.16'

End broken

Inv=848.23'

End broken

Inv. 12" PVC S=852.60'

Inv. 12" CMP N=851.97'

3'dia. Conc. Ring

Wood Deck

Other end not found

Inv. 12" CMP S=848.49'

CURB

CONC

INV E=847.42'

CONC HEADWALL

12" CMP

10' = 342'C.31

840.82'

E=840.82'

Existing SS Line

REMOVE CULVERT

TO CORNER

REMOVE FENCE

FULL DEPTH

SAWCUT ASPHALT

FULL DEPTH

SAWCUT ASPHALT

FULL DEPTH

SAWCUT ASPHALT

TEE AND PLUG

REMOVE WATERMAIN TO

CD104

MATCH LINE CD102

C D

HYDRANT

REMOVE HYDRANT

REMOVE

HYDRANT

REMOVE

REMOVE POSTS

POLES/BASE

REMOVE LIGHT

STRUCTURE

REMOVE STORM

FLOWER BED

REMOVE AND REPLACE

STRUCTURE

REMOVE

VALVE. CAP REMAINING END

REMOVE WATERMAIN TO

EXISTING MH

DO NOT DEMO

M A

T C

H L

CONSTRUCTION LIMIT

FENCING

REMOVE PERIMETER

BID OPTION E: FENCING

REMOVE PERIMETER

BID OPTION E:

SEWER STRUCTURE

REMOVE ABANDON

SEWER STRUCTURE

REMOVE ABANDON SEWER STRUCTURE

REMOVE ABANDON

SEWER STRUCTURE

REMOVE ABANDON

SEWER STRUCTURE

REMOVE ABANDON

SEWER STRUCTURE

REMOVE ABANDON

CULVERT

REMOVE

10" CROSS. CAP REMAINING END

REMOVE WATERMAIN TO

VALVE DURING WM REMOVAL

UTILITIES TO FIND AND CLOSE

COORDINATE WITH LAWRENCE

CAP REMAINING END

REMOVE WATER MAIN TO TEE.

TEE AND PLUG

WATERMAIN TO

REMOVE

UNDER E 59TH ST.

AND ABANDON PIPE

DISCONNECT WATER MAIN

GATE

TEMPORARY

GATE

TEMPORARY

SHOWN ON CS101.

TEMPORARY GATE WITH GATE

DURING CONSTRUCTION. ALIGN

REQUIRED FOR SITE ACCESS

LOCATION OF TEMPORARY GATE

OF TEMPORARY PERIMETER FENCING

WORK DONE AT INTERSECTION OUTSIDE

CONTRACTING OFFICER TO SCHEDULE

CONTRACTOR TO COORDINATE WITH

TEMPORARY PERIMETER FENCING

INTERSECTION OUTSIDE OF

SCHEDULE WORK DONE AT

CONTRACTING OFFICER TO

CONTRACTOR TO COORDINATE WITH

* * * S A F E T Y P A Y S * * *

* * * S U P P O R T V A L U E E N G I N E E R I N G - I T P A Y S * * *

Louisville District of Engineers

US Army Corps

NUMBER:

REFERENCE

SHEET

D e s ig n e d b y

D ra w n b y

R e v is io n s

D e s c ri p ti o n

D a te

A p p r.

C h e c k e d b y

1 2 3 4 5 6 7 8

P ro je c t E n g in e e r/

A rc h it e c t

D a te

S y m b o l

D ra w in g c o d e

D a te

R e v ie w e d b y

A S N

O T

E D

S c a le

E N

G I N

E E

R I N

G S

U R

V E

Y I N

E N

V I R

O N

M E

N T

A L

P L

A N

N I N

G ll

S u it e

E d e n

P ra ir ie

N W

A T

E R

H O

U S

P F

L E

G R K

A C

D Z

U E

L K

L A

W R

E N

C E

N A

F O

R T B

E N J

A M

A R

O N

A R

M E

D F

O R

C E

S R

E S

E R

V E C

E N

T E

P N

C A

-6

P N

U M

B E

F Y

E B

R U

A R

AS-BUILT

Q R -1

-C -0

SCALE: 1" = 40'

INV W=847.45'

CONC HEADWALL

12" CMP

60" 30"48"

10"

Elev=853.81'

Hydrant Flange

Cut "X" North Bolt

TBM#5

Conc.

Grvl.

Grass

Grass Grvl.

Asphalt

Inv. 36" RCP W=846.40'

Inv. 15" RCP S=850.65'

Inv. 36" RCP E=846.45'

TC=850.71'@fl

Inv. 8" VCP SE=845.49

Inv. 12" VCP W=845.29'

Inv. 8" VCP E=845.39'

SAN. TC=852.69'

Inv. 24" RCP W=843.57'

Inv. 8" VCP SW=845.07'

Inv. 18" RCP S=846.27'

Inv. 18" RCP E=846.17'

TC=849.32'

Inv. 8" VCP W=841.18'

Inv. 8" VCP S=841.58'

Inv. 8" VCP E=841.28'

SAN. TC=850.38'

In v

S A

T C

Tripler Road

Inv. 18" RCP S=848.87'

Inv. 18" RCP NE=848.92'

TC=853.07'

Inv. 6" VCP S=850.21'

Inv. 4" VCP W=850.86'

SAN. TC=855.06

Gate app. 0.9'w. & 4.5't.

Old conc. wall

Gate

R a m p

C o n c

Ramp Conc.

12"

18"

24"

18"

24"

18" 24" 24"

24"

30"

24"

18"

12"

Inv. 12" CMP E=848.95'

Column

Brick

3'x3'

3'x3' Brick Column

2'x2' Brick Column

N=848.84'

Inv. 18" RCP

TBM#9

Elev=853.00'

Hydrant Flange

Cut "X" North Bolt

TBM#9

Guard Shack keypad

Gate

F/O Vault

C o n c

A s p h a lt

Grass

FF=851.61'

Asphalt

Inv. 15" RCP N=847.95'

TC=850.65'@fl

Inv. 36" RCP W=845.33'

Inv. 15" RCP S=846.83'

Inv. 36" RCP E=845.38'

TC=849.79@fl

Inv. 15" RCP N=847.50'

TC=849.10'@fl

Inv. 36" RCP W=844.47'

Inv. 15" RCP S=846.01'

Inv. 36" RCP E=844.51'

TC=849.22'@fl

Inv. 36" RCP N=840.11'

Inv. 24" RCP E=841.51'

Inv. 42" RCP S=840.31'

TC=845.71'

Inv. 42" RCP N=840.52'

Inv. 42" RCP S=840.32'

TC=845.62'

Inv. 42" RCP N=840.77'

Inv. 48" RCP S=839.97'

TC=845.62'

Inv. 18" RCP NW=846.92'

Inv. 18" RCP S=847.02'

TC=849.62'

Inv. 36" RCP N=844.01'

Inv. 24" RCP E=845.31'

Inv. 36" RCP S=844.11'

TC=849.81'

Inv. 36" RCP N=843.90'

Inv. 30" RCP SE=844.10'

Inv. 36" RCP S=844.00'

TC=848.00'

Vertical Pipe

TC=848.98'

10"

Beaumont Road

B r o o d

A p p

S e e t

Asphalt

Inv. 15" RCP N=848.39'

TC=852.54'@fl

12.

11.

10.

NORTH

TRUE

0 80'20' 40' CD103

E D

E M

O L

N P

L A

P H

A S

A R

M E

D F

O R

C E

-M

A R -1

REVISED

R E

C O

R D D

R A

G S /A

S -B

T C

O N

MATCH LINE CD101

CD103

M A

T C

H L

C D

P H

A S

E D

E M

O L

CURB & GUTTER

REMOVE CONCRETE

CURB & GUTTER

REMOVE CONCRETE

CURB & GUTTER

REMOVE CONCRETE

CURB & GUTTER

REMOVE CONCRETE

CURB & GUTTER

REMOVE CONCRETE

CURB & GUTTER

REMOVE CONCRETE

SIDEWALK

REMOVE CONCRETE

REMOVE SIGNS

CURB & GUTTER

REMOVE CONCRETE

CURB & GUTTER

REMOVE CONCRETE

REMOVE CONCRETE VAULT

FULL DEPTH

SAWCUT ASPHALT

REMOVE SIGN

STRUCTURES

REMOVE

HYDRANT

REMOVE

BOLLARDS

HYDRANT &

REMOVE

POLES/BASE

REMOVE LIGHT

POLES/BASE

REMOVE LIGHT POLES/BASE

REMOVE LIGHT

TOP OF INLET.

PLAN FOR DETAILS TO REBUILD

MORTER/GROUT. SEE GRADING

OPENING WITH BRICK AND

TO CATCH BASIN. CLOSE PIPE

REMOVE STORM SEWER UP

MORTER/GROUT.

OPENING WITH BRICK AND

TO CATCH BASIN. CLOSE PIPE

REMOVE STORM SEWER UP

CONSTRUCTION LIMIT

STRUCTURE

REMOVE SEWER

STRUCTURE

REMOVE SEWER

STRUCTURE

REMOVE SEWER

AT BEAUMONT ROAD

FENCING TO GATE

REMOVE PERIMETER

BID OPTION E:

NEW LOCATION.

DETAIL 1/A-403 FOR

SALVAGE FOR REUSE. SEE

FACE OF BUILDING #126 AND

AND PLAQUE FROM THE WEST

REMOVE ALUMINUM LETTERING

LINE ALONG BROOKS BLVD.

IN CONTINUOUS STRAIGHT

REUSE EXISTING FENCE

TAKE OUT FENCE JOG.

AND MORTER/GROUT.

OPENING WITH BRICK

SOUTH EAST. CLOSE PIPE

ABANDON STORM PIPE TO

TO AVOID DAMAGE TO ROOTS.

OF TREES OR AS NECESSARY

ABANDON PIPE WITHIN 20'

GATE

TEMPORARY

TEMPORARY ENTRANCE 10/CP501

24' WIDE LIGHT DUTY ASPHALT

* * * S A F E T Y P A Y S * * *

* * * S U P P O R T V A L U E E N G I N E E R I N G - I T P A Y S * * *

Louisville District of Engineers

US Army Corps

NUMBER:

REFERENCE

SHEET

D e s ig n e d b y

D ra w n b y

R e v is io n s

D e s c ri p ti o n

D a te

A p p r.

C h e c k e d b y

1 2 3 4 5 6 7 8

P ro je c t E n g in e e r/

A rc h it e c t

D a te

S y m b o l

D ra w in g c o d e

D a te

R e v ie w e d b y

A S N

O T

E D

S c a le

E N

G I N

E E

R I N

G S

U R

V E

Y I N

E N

V I R

O N

M E

N T

A L

P L

A N

N I N

G ll

S u it e

E d e n

P ra ir ie

G h a f a r i A s s o c ia t e s

L .L .C

D e a r b o r n

M I

.3 ic h ig e n u e

N W

A T

E R

H O

U S

P F

L E

G R K

A C

D Z

U E

L K

L A

W R

E N

C E

N A

F O

R T B

E N J

A M

A R

O N

A R

M E

D F

O R

C E

S R

E S

E R

V E C

E N

T E

P N

C A

-6

P N

U M

B E

F Y

E B

R U

A R

AS-BUILT

Q R -1

-C -0

WVWMWM

Tran

EMV

GMWM

WVT

CTranEM T

12"

18"

12"

18"

24"

30"

Bldg.

Brick

Barn

Mtl.

Trailer R a m p

Conc.

Asphalt

Grvl.

Asphalt

Grass

FF=853.75'

FF=853.68'

FF=853.70'

FF=853.56'

FF=853.54'

FF=855.01'

FF=855.07'

FF=853.56'

FF=853.37'

FF=853.60'

Asphalt

Inv. 12" VCP N=842.16'

SAN. TC=851.86'

Inv. 12" VCP N=841.36'

Inv. 12" VCP S=842.16'

Inv. 12" VCP E=841.46'

SAN. TC=852.36'

Inv. 18" unknown=846.95'

TC=849.65'

Inv. 30" RCP S=845.22'

Inv. 18" unknown NE=845.42'

TC=849.02'

Inv. 30" RCP W=845.44'

Inv. 4" Iron NE=845.54'

Inv. 30" RCP N=845.54'

TC=850.14'

In v

T C

In v

T C

Inv. 6" VCP NE=847.64'

Inv. 6" VCP SW(S)=847.84'

Inv. 6" VCP SW(N)=848.14'

SAN. TC=853.54'

Inv. 18" RCP ENE=847.36'

Inv. 8" VCP E=847.56'

Inv. 8" VCP SE=847.76'

Inv. 8" VCP S=847.96'

Inv. 8" VCP W=847.86'

TC=852.56'

Asphalt

In v u n k n o

In v

S A

T C

.7 bush bush

12"

Pipes inside

Possible Water Structure

B us he s

WVGM

Tran

No STR. FND.

Inv. 18" RCP W=846.06'

TC=849.96'

Inv. 18" RCP N=847.03

Inv. 18" RCP WSW=847.23

TC=852.43'

Inv. 18" RCP N=847.51'

Inv. 18" RCP S=846.61'

TC=850.61'

Unknown Vault

#126

Bldg.

Brick

#127

Bldg.

Brick

Inv. 12" VCP W=843.53'

Inv. 12" VCP E=843.63'

SAN. TC=852.33'

Inv. 12" VCP W=842.39'

Inv. 12" VCP E=842.29'

SAN. TC=850.29'

BARRIERS

JERSEY

CONCRETE

CONCRETE JERSEY BARRIERS

BARRIERS

CONCRETE JERSEY

BARRIERS

CONCRETE JERSEY

SCALE: 1" = 40'

A LOCATION ON THE PROJECT SITE TO LOCATE BARRIERS.

COORDINATE WITH THE PROJECT OFFICER TO DETERMINE

WILL REMAIN THE PROPERTY OF THE ARMY RESERVE.

CONCRETE JERSEY BARRIERS ARE TO BE RELOCATED AND

OF REMOVALS WITH LAWRENCE UTILITIES.

CITY OF LAWRENCE WATER MAIN. VERIFY CONFIGURATION

EXPOSE WATER MAIN AT POINTS OF DISCONNECT FROM

COMPLETION OF NEW WATER MAIN LOOP.

EXISTING WATER MAIN TO REMAIN IN SERVICE UNTIL

NEW SANITARY SEWER IS COMPLETE.

EXISTING SANITARY SEWER TO REMAIN IN SERVICE UNTIL

KEYNOTES:

AND COMMUNICATION REMOVALS. SEE SHEET E101.

SEE ELECTRICAL DEMOLITION PLAN FOR ELECTRICAL

SEE SPECIFICATIONS FOR SITE DEMOLITION REQUIREMENTS.

FOR REMOVAL.

PROTECT ALL EXISTING TREES NOT DESIGNATED

FREE EDGE.

PAVEMENTS SHALL BE SAW CUT TO REMOVAL LIMITS IF NOT A

REMOVED, PLUG PIPE OPENINGS WITH NONSHRINK GROUT.

FOR EXISTING STRUCTURES TO REMAIN THAT HAVE PIPES

WITH CITIZEN GAS, FRANK NEAL, (317) 694-4734.

COORDINATE GAS MAIN DISCONNECT AND PIPE REMOVALS

GAS MAIN/SERVICE REMOVALS ARE DONE BY GAS COMPANY.

UTILITY CONTACT AND USERS OF EXISTING BUILDINGS.

SHUTOFFS, DISCONNECTS, AND TEMPORARY PLUGS WITH

COORDINATE WATER MAIN AND SANITARY SEWER

SHALL HAVE ENDS PLUGGED.

GROUTED FULL OR FILLED WITH COMPACTED SAND AND

UNDERGROUND UTILITIES TO BE ABANDONED SHALL BE

SHOWN ARE INCIDENTAL TO UTILITY DEMOLITION.

MISCELLANEOUS ITEMS ASSOCIATED WITH THE REMOVALS

STRUCTURES, RISERS, HYDRANT LEADS AND OTHER

REQUIREMENTS. REMOVAL AND ABANDONMENT OF

REMOVALS SHOWN REFLECT APPROXIMATE MINIMUM

MAIN/SEWER AND CAPPED.

ARE TO BE REMOVED TO THEIR CONNECTION WITH AN ACTIVE

BUILDING DEMOLITION INCLUDES UTILITY SERVICES. SERVICES

WORK.

UNDERGROUND UTILITIES PRIOR TO DEMOLITION AND REMOVAL

CONTRACTING OFFICER PRIOR TO REMOVAL. LOCATE IN PLACE

ARE TO BE IDENTIFIED AND DETERMINED REMOVABLE BY

SURVEY METHODS. UNKOWN UTILITIES SHOWN FOR REMOVAL

UTILITIES OF UNKNOWN TYPE HAVE BEEN SURVEYED USING GPR

SHOULD ALSO BE REMOVED EVEN IF NOT SPECIFICALLY NOTED.

THAT ARE INTEGRAL TO A UTILITY SHOWN FOR DEMOLITION

TYPES OF FEATURES TO BE DEMOLISHED. STRUCTURES

LEGEND ABOVE ARE INTENDED TO HELP DISTINGUISH THE

EXISTING ITEMS TO REMAIN. LINE TYPES INDICATED IN THE

ABANDONED IN PLACE ARE SHOWN BOLD COMPARED TO

EXISTING ITEMS TO BE DEMOLISHED, REMOVED, OR

NOTES:

SEE SECTION 01 50 00

TEMPORARY FENCING

SEE SECTION 02 41 00

TREE PROTECTION FENCING

TREE REMOVAL

CONCRETE CURB/GUTTER REMOVAL

BELOW GROUND REMOVAL

ABOVE GROUND REMOVAL

BUILDING REMOVAL

BITUMINOUS REMOVAL

GRAVEL REMOVAL

CONCRETE REMOVAL

LEGEND:

BHC

TranC

No visible flow

Inv. 8" VCP SW=848.36'

Inv. 8" VCP SE=848.36'

Inv. 8" VCP NE=848.36'

SAN. TC=854.41'

18"

15"

10"

Inv. 12" PVC W=850.75'

Elev=854.25'

Hydrant Flange.

Cut "X" North Bolt

TBM#8

Elev=851.41'

Other end not found.

Inv. 12" CMP W.

Inv. 15" CMP W=850.00'

6" VCP Pipe (Flush)

Scale

Ele.

Scale Ele. Pad

Ele.

Gate

C o n c

C o n c .C o n c

C o n c

Conc.

Asphalt

A s p h a lt

Grvl.

Grass

GrassGrass

Grass

FF=854.57'

FF=854.53'

FF=854.22'

FF=854.54'

FF=854.52'

FF=855.61'

FF=855.60'

FF=855.64'

FF=855.47'

FF=855.62'

FF=855.63'

Inv. 12" RCP N=849.71'

Inv. 12" RCP E=849.77'

TC=849.71'@fl

Inv. 24" RCP W=848.32'

Inv. 12" RCP S=849.38'

TC=852.98'@fl

Asphalt

Inv. 24" RCP W=847.27'

Inv. 15" RCP S=847.50'

Inv. 24" RCP E=847.22'

Inv. 18" RCP N=847.62'

TC=851.83'@fl

Inv. 15" RCP N=848.39'

Inv. 12" PVC E=848.84'

TC=851.24'@fl

Inv. 36" RCP W=847.09'

Inv. 15" RCP S=848.39'

Inv. 24" RCP E=847.14'

TC=851.45'@fl

Inv. 36" RCP W=846.40'

Inv. 15" RCP S=850.65'

Inv. 36" RCP E=846.45'

TC=850.71'@fl

Inv. 15" RCP N=847.95'

TC=850.65'@fl

Inv. 8" VCP SE=845.49

Inv. 12" VCP W=845.29'

Inv. 8" VCP E=845.39'

SAN. TC=852.69'

Inv. 8" VCP W=

Inv. 8" VCP E=

SAN. TC=853.32'

Inv. 8" VCP W=847.01'

Inv. 8" VCP NW=847.31'

Inv. 8" VCP S=847.21'

SAN. TC=853.61'

Structure holding water

App. pipe NW

TC=852.83'

Inv. 4" VCP E=849.10'

Inv. 8" VCP N=847.40'

SAN. TC=853.40'

Inv, 8" PVC E=852.26'

TC=853.46'

C o u ld n o t fin d o u tle t

WM AC

Inv. 12" CMP S=851.22'

Inv. 12" CMP N=850.84'

Beaumont Road

Asphalt

& Gravel

Grass & Gravel

Grass

Tall weeds & Vegetation

Elev.=855.92'

Hydrant Flange

Cut "X" North Bolt

TBM#7

#124

Building

Metal

#107

Bldg.

Metal

#118

Bldg.

Metal

#119

Bldg.

Metal

Inv. 15" RCP N=848.39'

TC=852.54'@fl

30"

Conc.

A s p h a lt

Grvl.

Grass

Asphalt

Inv. 12" VCP W=843.53'

Inv. 12" VCP E=843.63'

SAN. TC=852.33'

12.

11.

10.

NORTH

TRUE

0 80'20' 40' CD104

E D

E M

O L

N P

L A

P H

A S

A R

M E

D F

O R

C E

-M

A R -1

R E

C O

R D D

R A

G S /A

S -B

T C

O N

WVWV

BHBH

Tran

8"12"

10"

Inv. 8" VCP N=851.82'

TC=853.91'

Square Catch Basin

Conc.

Asphalt

Grvl.

FF=853.70'

FF=853.68'

FF=854.48'

FF=854.44'

FF=854.45'

FF=854.42'

FF=854.44'

FF=854.45'

FF=854.43'

FF=854.47'

Asphalt

Grass

Inv. 8' VCP S=851.66'

Inv. 18" RCP SW=849.63'

TC=852.53'

Inv. 18" RCP S=848.87'

Inv. 18" RCP NE=848.92'

TC=853.07'

Inv. 6" VCP S=850.21'

Inv. 4" VCP W=850.86'

SAN. TC=855.06

Gate

Gate app. 0.9'w. & 4.5't.

Old conc. wall

Gate

#125

Bldg.

Block

#108

Vinyl

1-Story

R a m p

C o n c

Ramp Conc.

REMOVE FENCE

x 4.5FT HIGH

APPROX. 0.9FT-W

REMOVE CONC. WALL

FULL DEPTH

SAWCUT ASPHALT

FULL DEPTH

SAWCUT ASPHALT

FULL DEPTH

SAWCUT ASPHALT

REMOVE GATE

M A

T C

H L

C D

CD104

MATCH LINE CD102

STRUCTURE

REMOVE STORM

REBUILD ACCORDING TO CG104.

SECTION OF STRUCTURE.

REMOVE CASTING AND TOP

LOCATION

SEE SHEET CU103 FOR

RELOCATE HYDRANT

CAP WATER MAIN

BE ABANDON/REMOVED

WATER MAIN TO

CLOSE VALVE ON

H A

S E D

E M

O L

CONSTRUCTION LIMIT

LOADING DOCK

REMOVE CONCRETE

WATER MAIN CONNECTION

SEE SHEET CU104 FOR NEW

DISCONNECT WATER MAIN.

CORPS TRAILER

FOR CONNECTION TO RELOCATED

STOP AND PIPE STUB IN PLACE

TO BLDG #108. MAINTAIN CURB

REMOVE WATER SERVICE

REBUILD ACCORDING TO CG104.

SECTION OF STRUCTURE.

REMOVE CASTING AND TOP

MAIN TO THE SOUTH.

REMAINING WATER

SHOWN AND ABANDON

REMOVE WATERMAIN AS

TO MAINTAIN EAST/WEST FLOW

SECTION OF WATER MAIN PIPING

UNDER BEAUMONT. REPLACE

AND ABANDON WATER MAIN

REMOVE (3) WATER VALVES

REMOVE GATE

TEMPORARY ENTRANCE 10/CP501

24' WIDE LIGHT DUTY ASPHALT

* * * S A F E T Y P A Y S * * *

* * * S U P P O R T V A L U E E N G I N E E R I N G - I T P A Y S * * *

Louisville District of Engineers

US Army Corps

NUMBER:

REFERENCE

SHEET

D e s ig n e d b y

D ra w n b y

R e v is io n s

D e s c ri p ti o n

D a te

A p p r.

C h e c k e d b y

1 2 3 4 5 6 7 8

P ro je c t E n g in e e r/

A rc h it e c t

D a te

S y m b o l

D ra w in g c o d e

D a te

R e v ie w e d b y

A S N

O T

E D

S c a le

E N

G I N

E E

R I N

G S

U R

V E

Y I N

E N

V I R

O N

M E

N T

A L

P L

A N

N I N

G ll

S u it e

E d e n

P ra ir ie

N W

A T

E R

H O

U S

P F

L E

G R K

A C

D Z

U E

L K

L A

W R

E N

C E

N A

F O

R T B

E N J

A M

A R

O N

A R

M E

D F

O R

C E

S R

E S

E R

V E C

E N

T E

P N

C A

-6

P N

U M

B E

F Y

E B

R U

A R

AS-BUILT

Q R -1

-C -0

SCALE: 1" = 40'

A LOCATION ON THE PROJECT SITE TO LOCATE BARRIERS.

COORDINATE WITH THE PROJECT OFFICER TO DETERMINE

WILL REMAIN THE PROPERTY OF THE ARMY RESERVE.

CONCRETE JERSEY BARRIERS ARE TO BE RELOCATED AND

OF REMOVALS WITH LAWRENCE UTILITIES.

CITY OF LAWRENCE WATER MAIN. VERIFY CONFIGURATION

EXPOSE WATER MAIN AT POINTS OF DISCONNECT FROM

COMPLETION OF NEW WATER MAIN LOOP.

EXISTING WATER MAIN TO REMAIN IN SERVICE UNTIL

NEW SANITARY SEWER IS COMPLETE.

EXISTING SANITARY SEWER TO REMAIN IN SERVICE UNTIL

KEYNOTES:

AND COMMUNICATION REMOVALS. SEE SHEET E101.

SEE ELECTRICAL DEMOLITION PLAN FOR ELECTRICAL

SEE SPECIFICATIONS FOR SITE DEMOLITION REQUIREMENTS.

FOR REMOVAL.

PROTECT ALL EXISTING TREES NOT DESIGNATED

FREE EDGE.

PAVEMENTS SHALL BE SAW CUT TO REMOVAL LIMITS IF NOT A

REMOVED, PLUG PIPE OPENINGS WITH NONSHRINK GROUT.

FOR EXISTING STRUCTURES TO REMAIN THAT HAVE PIPES

WITH CITIZEN GAS, FRANK NEAL, (317) 694-4734.

COORDINATE GAS MAIN DISCONNECT AND PIPE REMOVALS

GAS MAIN/SERVICE REMOVALS ARE DONE BY GAS COMPANY.

UTILITY CONTACT AND USERS OF EXISTING BUILDINGS.

SHUTOFFS, DISCONNECTS, AND TEMPORARY PLUGS WITH

COORDINATE WATER MAIN AND SANITARY SEWER

SHALL HAVE ENDS PLUGGED.

GROUTED FULL OR FILLED WITH COMPACTED SAND AND

UNDERGROUND UTILITIES TO BE ABANDONED SHALL BE

SHOWN ARE INCIDENTAL TO UTILITY DEMOLITION.

MISCELLANEOUS ITEMS ASSOCIATED WITH THE REMOVALS

STRUCTURES, RISERS, HYDRANT LEADS AND OTHER

REQUIREMENTS. REMOVAL AND ABANDONMENT OF

REMOVALS SHOWN REFLECT APPROXIMATE MINIMUM

MAIN/SEWER AND CAPPED.

ARE TO BE REMOVED TO THEIR CONNECTION WITH AN ACTIVE

BUILDING DEMOLITION INCLUDES UTILITY SERVICES. SERVICES

WORK.

UNDERGROUND UTILITIES PRIOR TO DEMOLITION AND REMOVAL

CONTRACTING OFFICER PRIOR TO REMOVAL. LOCATE IN PLACE

ARE TO BE IDENTIFIED AND DETERMINED REMOVABLE BY

SURVEY METHODS. UNKOWN UTILITIES SHOWN FOR REMOVAL

UTILITIES OF UNKNOWN TYPE HAVE BEEN SURVEYED USING GPR

SHOULD ALSO BE REMOVED EVEN IF NOT SPECIFICALLY NOTED.

THAT ARE INTEGRAL TO A UTILITY SHOWN FOR DEMOLITION

TYPES OF FEATURES TO BE DEMOLISHED. STRUCTURES

LEGEND ABOVE ARE INTENDED TO HELP DISTINGUISH THE

EXISTING ITEMS TO REMAIN. LINE TYPES INDICATED IN THE

ABANDONED IN PLACE ARE SHOWN BOLD COMPARED TO

EXISTING ITEMS TO BE DEMOLISHED, REMOVED, OR

NOTES:

SEE SECTION 01 50 00

TEMPORARY FENCING

SEE SECTION 02 41 00

TREE PROTECTION FENCING

TREE REMOVAL

CONCRETE CURB/GUTTER REMOVAL

BELOW GROUND REMOVAL

ABOVE GROUND REMOVAL

BUILDING REMOVAL

BITUMINOUS REMOVAL

GRAVEL REMOVAL

CONCRETE REMOVAL

LEGEND:

A M

R H

A M

J F

Z H

U G

M S

T O

U S

L A

N D

CS101

O V

E R

A L L S

E P

L A

N A

R M

E D F

O R

C E

-M

A R -1

VOID

REVISED

R E

C O

R D D

R A

G S /A

S -B

T C

O N

R E

E D R

E C

O R

D D

R A

G S /A

S -B

T C

O N

N -J

U L -1

CS101

0 100' 200' 1" = 100'-0"

STANDOFF

82' ATFP

STANDOFF

33' ATFP

STANDOFF

148' ATFP

BLDG 124

EXISTING

BLDG 119

EXISTING

BLDG 107

EXISTING

BLDG 237A

EXISTING

L E

T T

E R

M A

N A

V E

N U

B R

O O

K S B

O U

L E

V A

R D

BILLINGS ROAD

EAST 59TH STREET

OMS/AMSA

RESERVE

ARMY

VMF

RESERVE

CORPS

MARINE

TRAINING CENTER

MARINE CORPS RESERVE

NAVY RESERVE / TRAINING CENTER

ARMY RESERVE

REMAIN AS SHOWN

FENCE AND GATE TO

EXISTING PAVING,

ARMED FORCES - OVERALL SITE PLAN

19 18

CS102

BEAUMONT ROAD

CS103

80'-10"

'-0

50'-3"

'-4

" 17

110'-0"

30°

'-0

18'-0"

495'-0"24'-0"

198'-0" 135'-0"

189'-0"24'-0" 450'-0"18'-0"

'-0

" 243'-6" +/- (SEE CIVIL)

495'-0"18'-0"198'-0"123'-0"207'-0"18'-0" 459'-0"

STANDOFF

82' ATFP

STANDOFF

33' ATFP

STANDOFF

148' ATFP

'-0

'-4

'-0

'-4

'-0

44'-0"

119'-7"

14'-2

239'-2"

14'-2

413'-0" 350'-0"187'-8"

376'-0"

'-0

'-4

'-1

'-0

189'-2"

'-6

'-3

'-1

'-0

30'-0"

115'-0"

30'-0"

201'-10"

10'-0"

271'-0"

20'-0"

33'-0"

188'-0"33'-0"

33'-0"

28'-8"150'-0" 58"-6"

10'-0"

BLDG

EXIST

GRAPHIC SCALE: 1" = 100'-0"

17'-2"

15'-0" 2

CS101a

CS101b

1 1

CS101c

CS101d

CS101e

ENTER

NOT

E N

T E

R N

ENTER

NOT

18"

24"

36"

42"

10"

'-0

* * * S A F E T Y P A Y S * * *

* * * S U P P O R T V A L U E E N G I N E E R I N G - I T P A Y S * * *

Louisville District of Engineers

US Army Corps

NUMBER:

REFERENCE

SHEET

D e s ig n e d b y

D ra w n b y

R e v is io n s

D e s c ri p ti o n

D a te

A p p r.

C h e c k e d b y

1 2 3 4 5 6 7 8

P ro je c t E n g in e e r/

A rc h it e c t

D a te

S y m b o l

D ra w in g c o d e

D a te

R e v ie w e d b y

A S N

O T

E D

S c a le

M in n e a p o li s

M N

M a rs h a ll S tr e e t

N E

R S

P A rc h it e c ts L td

L A

W R

E N

C E

N A

F O

R T B

E N J

A M

A R

O N

A R

M E

D F

O R

C E

S R

E S

E R

V E C

E N

T E

P N

C A

-6

P N

U M

B E

F Y

E B

R U

A R

AS-BUILT

Q R -1

-C -0

SITE PLAN KEYNOTES

SITE PLAN LEGEND

FIRE HYDRANT

SITE PLAN GENERAL NOTES

PROPERTY LINE

ON CS102.

AS SHOWN IN PLAN, OR SPACED IN THE PATTERN SHOWN

EVENLY SPACED ALONG LENGTH OF SIDEWALK SECTION

SIDEWALK CONTROL JOINTS ARE TO BE TOOLED JOINTS

PHOTOVOLTAIC PANEL ARRAY

EXISTING TREES TO REMAIN SHOWN THUS. (TYPICAL)

CHAIN LINK FENCE W/ BARBED WIRE - REFER TO 1/CS204

INDICATES NEW FENCE

CONCRETE STOOP - SEE ARCH/STRUCT FOR EXACT LOCATIONS

CONCRETE SIDEWALK

SOLAR HOT WATER HEATING PHOTOVOLTAIC PANEL ARRAY

EXISTING SHELTER TO REMAIN

45 WETLANDS

150'-0" X 150'-0" CONCRETE PAD FOR MARINE COMM VANS

CONCRETE PAD FOR STANDARD AUTOMOTIVE TOOL SETS (SATS)

FENCE AND GATES - REFER TO 6/CS204

FACILITY MONUMENT SIGN - REFER TO 1/CS205, 2/CS205 & 3/CS205

STOP SIGN - REFER TO 5A/CS203

BARRIER GATE AND BOLLARDS - REFER TO 7/CS103

PRIVATELY OWNED VEHICLE PARKING (588 STALLS PROVIDED)

MOTORCYCLE PARKING - REFER TO 1/CS102, 4/CS102 & 5/CS102

ACCESSIBLE PARKING - REFER TO 4/CS102 & 5/CS102

4" WIDE WHITE PAINT STRIPING (TYPICAL)

FLAG POLE - REFER TO 1/CS206

BICYCLE RACK - REFER TO 4/L401a

MOBILE KITCHEN TRAILER CONCRETE PAD - REFER TO 9/CS103

SCISSORS LIFT AND CONCRETE PAD - REFER TO 8/CS103

MECHANICAL & ELECTRICAL EQUIPMENT & CONCRETE PAD

TRANSFORMER & CONCRETE PAD

TRASH AND RECYCLING AREA - REFER TO 1/CS201

BI-LEVEL LOADING RAMP - BID OPTION 'H' - REFER TO CS202

WASH PLATFORM - BID OPTIONS 'I' & 'J' - REFER TO A-151 & A-161

MAINTAIN ACCESS AND SECURITY FOR BUILDINGS 118 AND 119.

EXISTING PAVING, FENCE AND GATE TO REMAIN AS REQUIRED TO

2/CS102

CONCRETE PAD FOR GFCI DECOMMISIONED TANK - REFER TO

PAVEMENT AS BID OPTION 'G'

MILITARY EQUIPMENT PARKING - PROVIDE CONCRETE

TO CS204

4'-0" WIDE PEDESTRIAN GATE WITH LOCKABLE HASP - REFER

FENCE TO REMAIN

DEPLOYABLE MEDICAL SETS AREA - EXISTING PERIMETER

EXISTING GATE AND ACCESS CONTROL PADS AS SHOWN.

EXISTING FENCE TO BE REMOVED AS REQUIRED TO RELOCATE

REFER TO CIVIL DRAWINGS FOR UTILITY AND SITE WORK

CONTAINERIZED VEHICLE WASH WATER RECYCLER - GFCI -

51 EXISTING FENCE TO REMAIN.

GATE ACCESS CARD READER - REFER TO 6/CS103 & 7/CS103

BARBED WIRE - REFER TO 1/CS204

34'-0" WIDE MANUAL SLIDING CHAIN LINK FENCE GATE W/

RUNNING TRACK - BID OPTION 'D' - REFER TO SHEET CP105.

TELECOMMUNICATIONS MANHOLE

AND PROJECT COORDINATES.

REFER TO SHEETS CS300 - CS306 FOR HORIZONTAL CONTROL PLAN

FOR UTILTIY CONNECTIONS.

RELOCATED CORPS OF ENGINEERS TRAILER. REFER TO CIVIL

AND ELECTRICAL FOR UTILITY CONNECTIONS.

HAZMAT SHED MANUFACTURERS RECOMMENDATIONS. SEE CIVIL

HAZMAT SHED - GFGI. CONCRETE PAD - CFCI. CONCRETE PAD PER

MANUAL SWING GATE WITH LOCKABLE HASP.

6'-0" TALL VINYL COATED CHAIN LINK FENCE. PROVIDE 15'-0" WIDE

NORTH EAST CORNER OF THE INSTALLATION.

BEAUMONT ROAD AND FROM BROOKS BOULEVARD EAST TO

REPLACEMENT WILL EXTEND FROM EAST 59TH STREET SOUTH TO

STREET & BROOKS BOULEVARD - BID OPTION 'E'. FENCE

EXISTING FENCE AND GATES TO BE REPLACED ALONG EAST 59TH

CLIMBING BAR (4 THUS) - SEE DETAIL 2/CS206

OIL AND WATER SEPARATOR - REFER TO 2 AND 3/CU501

GREASE INTERCEPTOR - REFER TO P-110c

BOLLARD - REFER TO 5/CS103 AND 3/A-505

CONCRETE PAD - REFER TO 9/CP501

REFER TO 4/CS206

DOUBLE FACE POST AND PANEL DISPLAY - AR TC -

REFER TO 3/CS206

DOUBLE FACE POST AND PANEL DISPLAY - NR/MCR TC -

GUARD HOUSE - BID OPTION 'K'. REFER TO CS102 AND CS206

A M

J F

Z H

U G

M S

T O

U S

L A

N D

CS101a

A R

M E

D F

O R

C E

S A

R E

A A

E N

L A

R G

E D S

E P

L A

M B

T O

D E

A U

VOID

REVISED

R E

E D R

E C

O R

D D

R A

G S /A

S -B

T C

O N

N -J

U L -1

* * * S A F E T Y P A Y S * * *

* * * S U P P O R T V A L U E E N G I N E E R I N G - I T P A Y S * * *

Louisville District of Engineers

US Army Corps

NUMBER:

REFERENCE

SHEET

D e s ig n e d b y

D ra w n b y

R e v is io n s

D e s c ri p ti o n

D a te

A p p r.

C h e c k e d b y

1 2 3 4 5 6 7 8

P ro je c t E n g in e e r/

A rc h it e c t

D a te

S y m b o l

D ra w in g c o d e

D a te

R e v ie w e d b y

A S N

O T

E D

S c a le

M in n e a p o li s

M N

M a rs h a ll S tr e e t

N E

R S

P A rc h it e c ts L td

L A

W R

E N

C E

N A

F O

R T B

E N J

A M

A R

O N

A R

M E

D F

O R

C E

S R

E S

E R

V E C

E N

T E

P N

C A

-6

P N

U M

B E

F Y

E B

R U

A R

AS-BUILT

Q R -1

-C -0

SITE PLAN KEYNOTES

SITE PLAN LEGEND

FIRE HYDRANT

SITE PLAN GENERAL NOTES

PROPERTY LINE

ON CS102.

AS SHOWN IN PLAN, OR SPACED IN THE PATTERN SHOWN

EVENLY SPACED ALONG LENGTH OF SIDEWALK SECTION

SIDEWALK CONTROL JOINTS ARE TO BE TOOLED JOINTS

PHOTOVOLTAIC PANEL ARRAY

EXISTING TREES TO REMAIN SHOWN THUS. (TYPICAL)

CHAIN LINK FENCE W/ BARBED WIRE - REFER TO 1/CS204

INDICATES NEW FENCE

CONCRETE STOOP - SEE ARCH/STRUCT FOR EXACT LOCATIONS

CONCRETE SIDEWALK

SOLAR HOT WATER HEATING PHOTOVOLTAIC PANEL ARRAY

EXISTING SHELTER TO REMAIN

45 WETLANDS

150'-0" X 150'-0" CONCRETE PAD FOR MARINE COMM VANS

CONCRETE PAD FOR STANDARD AUTOMOTIVE TOOL SETS…

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