DOWNTOWN TEMPORARY PARKING · riverside property sale timeline ccna contract construction plans...

6
DOWNTOWN TEMPORARY PARKING Update

Transcript of DOWNTOWN TEMPORARY PARKING · riverside property sale timeline ccna contract construction plans...

Page 1: DOWNTOWN TEMPORARY PARKING · riverside property sale timeline ccna contract construction plans october cra bid october/ november cra construction december/ february cra

DOWNTOWN TEMPORARY PARKING

Update

Page 2: DOWNTOWN TEMPORARY PARKING · riverside property sale timeline ccna contract construction plans october cra bid october/ november cra construction december/ february cra
Page 3: DOWNTOWN TEMPORARY PARKING · riverside property sale timeline ccna contract construction plans october cra bid october/ november cra construction december/ february cra

RIVERSIDE PROPERTY SALE TIMELINE

CCNA CONTRACT CONSTRUCTION PLANS OCTOBER CRA

BID OCTOBER/NOVEMBER

CRA

CONSTRUCTION DECEMBER/FEBRUARY

CRA

Page 4: DOWNTOWN TEMPORARY PARKING · riverside property sale timeline ccna contract construction plans october cra bid october/ november cra construction december/ february cra

1  

 

City of Palmetto   Meeting Date: 

Agenda Item  August 5, 2019 

 

Presenter:  Jeff Burton  Department:  Community Redevelopment Agency 

 

Title:  Short‐Term Downtown Parking Improvement 

Objective‐ The CRA purchased 2.275 acres of land in the downtown. State of Florida Brownfield Site Redevelopment Agreements are being created for the sites. A $500,000 EPA grant application is being prepared for January 2020. If awarded demolition cannot begin until October of the same year. CRA prepared plans for short term aesthetic and 81 parking spaces.  

 

 

Budget Amount: 

0 Budget Page: 

 Available Amount: 

$0 Expenditure Amount: 

 

Additional Budget Information:  The CRA has budgeted $150,000 for the improvements  

 

Funding Source(s): 

 

Sufficient Funds Available: 

x  Yes  Budget Amendment:

  Yes Sources:   

  No  x  No 

 

City Attorney reviewed: 

  Yes  Advisory  Board Recommendation

  For ConsistentWith: 

X  Yes  CRA Plan    No    Against    No 

X  N/A  X  N/A    N/A 

 

Potential Motion/Direction Requested:  MOTION:  Move to approve the CRA Downtown short‐term parking plan and direct staff to place it out to bid using City purchasing polices. 

Attachments:  Plan 

 

Page 5: DOWNTOWN TEMPORARY PARKING · riverside property sale timeline ccna contract construction plans october cra bid october/ november cra construction december/ february cra

LOT 1

LOT 4

BARNHILL

BROS.

SUBDIVISION

(PLAT BOOK 1, PAGE 133)

LOT 3

LOT 2

LAMB'S FRACTIONAL

SUBDIVISION

(PLAT BOOK 1, PAGE 164)

PA

RC

EL

2

LAN

DS

IN

OR

B 3

35, P

AG

E 4

50LOT 6

LOT 7

PARCEL 1

BLOCK

F

LAN

DS

IN

OR

B 3

35, P

AG

E 4

50

9'

20'

AC UNIT

(Approximate location)

VACANT SLICKS

BLDG

VACANT

GROWERS

BLDG

VACANT

BLDG

VACANT

BLDG

4

3

2

1

REVISIONS:

SCALE:

DATE:

JOB NO.:

DRAWN:

DESIGNED:

7

6

5

323 Tenth Avenue West, Suite 102

Palmetto, Florida 34221

Ph. 941.981.3089 l Cell. 941.713.0782

email: [email protected]

LC26000572 l ISA# FL5334A l AICP #061988

Gause

and

Associates

Inc.

Landscape Architecture l Land Planning l Environmental

Consulting Arborist l Permitting l Project Management l

Irrigation Design

PRINTED COPIES OF ELECTRONICALLY SIGN/SEALED

PLANS ARE NOT VALID WITHOUT A RAISED SEAL.

1"=20'

19-1166

RG/AB

2019.05.08

RG/AB

CR

A P

AR

KIN

G

CITY OF PALMETTO, FLORIDA

LOCATED AT:

916 4TH ST W

PALMETTO, FL 34221

SECTION 14

TOWNSHIP 34 SOUTH

RANGE 17 EAST

CONCEPTUALLAYOUT OVEREX. CONDITIONS

B

0 10 20 40 ft.

NorthNorth

NOTE: SURVEY INFORMATION PROVIDED BY LEO MILLS SURVEYING

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L
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C
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39.5'
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80' (D)
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5'
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(ORB 1024, PAGE 3795)
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FPL EASEMENT
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PROPERTY
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LINE
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0.4' TO
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4.5'
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9.7'
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3.8'
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95.8'
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EAST & NORTH LINES
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OF ORB 1006, PAGE 1966
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NOT FOUND- IRON ROD SET (LB 613)
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IRON PIPE BY DEED-
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CROSS FOUND
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NE CORNER OF LANDS OF SAM CORNWELL (ORB 1007, PAGE 3300) NAIL & DISK (#3637) (D) CROSS FOUND
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WEDGE LANDS (D)
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SOUTH LINE OF
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WEST LINE OF WEDGE LANDS (D)
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N. DEEDED & MONUMENTED R/W LINE
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EAST DEEDED & MONUMENTED R/W LINE
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(BEARING BASIS)
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PARCELS I & II
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(ASPHALT)
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5/8" IPF
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10 PARKING SPACES
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0.7'
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2'
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0.7'
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1.8'
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55.4'
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26.4'
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10.5'
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41.97'(M)
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N 00%%d06'04" W 119.57' (D)
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N 89%%d45'09" E 85.00' (D)
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(ACTUALLY EAST LINE OF CORNWELL)
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SOUTH LINE OF CORNWELL
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IRON PIPE BY DEED-
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LANDS OF SAM CORNWELL
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SW CORNER OF
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N 00%%d06'04" W 119.77' (D)
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S 89%%d59'20" W 84.92' (D)
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N 00%%d06'04" W (D)
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27.79' (D)
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S 89%%d59'02" W (D)
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15.00' (D)
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43.00' (D)
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N 00%%d06'04" W (D)
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2.33' (D)
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28.08' (D)
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S 89%%d58'58" W (D)
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N 00%%d06'04" W 89.00' (D)
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GRANITE CURB
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S 89%%d59'02" W 222.13' (D)
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28.08' (D)
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S 89%%d02'30" E (D)
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S 00%%d10'16" W 104.62' (D)
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S 00%%d03'01 W 94.82' (D)
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LANDS OF DONALD G.
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354, PAGE 2) (D)
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WEDGE & WIFE (ORB
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WEST LINE OF WEDGE LANDS (D)
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WEST LINE OF SNYDER LANDS &
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N 89%%d56'02" E 59.71' (D)
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SOUTH R/W LINE (D) & (P)
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%%uPOINT OF BEGINNING
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N 89%%d59'47" E 100.00' (D)
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(PLAT BOOK 1, PAGE 164)
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FRACTIONAL SUBDIVISION
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BLOCK "F" OF LAMB'S
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NW CORNER OF LOT 2
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40.0'
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32.0'
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32.0'
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40.0'
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101.9'
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95.1'
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4.5'
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4.5'
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RADIUS
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RADIUS
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2'
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9.9'
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91.7'
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33.0'
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15.8'
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83.8'
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57.6'
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80.2'
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80.2'
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75.4'
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104.8'
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NO CAP
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5/8"
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2.3' N.
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5/8"
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5/8" IRF-NO CAP
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5/8"
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0.21' E
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5/8" IPF
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1/2" IRF
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LB 613
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5/8"
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N 00%%d10'03" E (M)
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NOT INCLUDED
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1 STORY BUILDING
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#417
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ASPHALT
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1 STORY BUILDING
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CONC. A/C SLABS
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GRASS AREA
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# 414
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# 412
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5th STREET WEST
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WM
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DRAIN
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1'X1'
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WM
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N 89%%d39' 13" W 222.30'(M)
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N 00%%d20'46" E(M)
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27.80'(M)
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N 89%%d47'49" W (M)
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15.04' (M)
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N 87%%d02'20" W (M)
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2.27' (M)
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S 00%%d35'15" W
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42.17'(D)
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S 00%%d23'19" W (M)
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7.00' (M)
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S 89%%d41'00" E (M)
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3.03' (M)
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S 88%%d38'44" E (M)
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28.11'(M)
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N 89%%d41'46" W 85.08' (M)
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S 00%%d29'36" W 104.65' (M)
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S 00%%d24'28" W 94.83' (M)
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S 89%%d35'45" E 59.49'(M)
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43.00' (M)
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N 00%%d20'51" E 89.00' (M)
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N 00%%d13'59" E 119.77' (M)
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N 89%%d59'19" E 85.23' (M)
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N 00%%d10'30" E 119.38' (M)
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S 89%%d38'54" E 152.89' (M)
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WM
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WM
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ASPHALT
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4th STREET WEST
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VERIZON
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4' CONCRETE WALK
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0.5' WIDE
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1 STORY BUILDING
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#3637
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PLANTER
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0.5' WIDE GRANITE CURB
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WALK
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WALK
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1 STORY BUILDING
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5/8"
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5/8" IPF
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0.44' S.
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LB 613
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1/2" IRF
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NW CORNER OF LANDS OF JOSEPH W. SNYDER & WIFE (ORB 817, PAGE 452) (D)
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NW CORNER OF LANDS OF GROWERS HARDWARE CO. (ORB 335, PAGE 450) NAIL & DISK #3637 (NOT FOUND) NAIL & DISK SET-LB 613
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N 89%%d59'47" E 152.91' (D)
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IRON PIPE BY DEED
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NAIL & DISK #3637 (D) (NOT FOUND) RIVET & TAB SET-LB 613
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SE CORNER OF LAND AS DESCRIBED IN ORB 1006, PAGE 1966 (D)
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VERIZON
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VAULT
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N. LINE OF LOT 1 (P)
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9th AVENUE WEST
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ONE WAY
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3/4" IPF
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NO CAP
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100' (P)
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100' (P)
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EAST LINE OF LOT 1
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S. R/W LINE (D)
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200' (P)
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200' (P)
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7.0'
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S 00%%d03'31" W (D) S00%%d14'43" W (M) 199.57' (D) 199.41' (M)
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150.4' (D)
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S 88%%d41'49" W
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2.79' (M)
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S 00%%d20'18" W 150.39' (M)
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NO CAP
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5/8" IPF
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S. 20' (NOT INCLUDED)
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2.8'(D)
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SOUTH LINE OF ORB 335, PAGE 450 (D)
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W'LY. 2.8' OF N'LY. 199.57' LESS N'LY 7.0' & LESS S'LY 42.17'
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W. LINE OF LANDS IN ORB 335, PAGE 450
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E. LINE OF E. WALL OF HARLLEE & HARRISON APARTMENT BUILDING (D) (ORIGINAL BUILDING REPLACED WITH METAL BUILDING)
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1 STORY BUILDING
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N 89%%d35'45" W 87.63' (M)
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BUILDING CORNER 0.05' N & 0.2' W.
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2.8'(D)
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100' (P)
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SHELL DRIVE
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GROWERS HARDWARE
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1/2" IRF-NO CAP (LB 3790 BY DEED)
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1/2" IRF-NO CAP (LB 3790 BY DEED)
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5/8" IRF-NO CAP (LB 3790 BY DEED)
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EAST & NORTH LINES OF MORTGAGE BOOK 191, PAGE 539 (ALSO RECORDED IN ORB 206, PAGE 390)
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IRON ROD BY DEED-LB 3790 (NOT FOUND) 1/2" IRS-LB 613
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ASPHALT
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FENCE CORNER 1.6' S ON LINE
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FENCE CORNER 1.0' N. & 1.0' E
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85' (D)
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SW CORNER OF LOT 6, BLOCK F, LAMB'S PLAT OF THE TOWN OF PALMETTO (PLAT BOOK 1, PAGE 164)
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86.16' (M)
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BUILDING CORNER AT 1/2" IRS
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87' (D)
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10' WIDE UTILITY EASEMENT TO CITY OF PALMETTO (ORB 990, PAGE 455)
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W'LY 22'4"
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(D)
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10'
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10' WIDE DRAINAGE & UTILITY EASEMENT TO CITY OF PALMETTO (ORB 1209, PAGE 3406)
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C
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L
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FENCE CORNER 11.1' S & 0.2' E.
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7.1'
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WEST LINE OF CORNWELL (D)
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F:\JOBS\19-1166 CRA Parking Lot\ACAD\Concept B.dwg
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BOB GAUSE
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5/30/2019 1:57:56 PM
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LA#000942
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Robert C. Gause
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LA#000942
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Robert C. Gause
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= SHELL
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(M)
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= MEASURED
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= IRON ROD FOUND (IRF) AS NOTED
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= 1/2" IRON ROD SET - LB 613
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= BRICK PAVERS
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= CONC. = CONCRETE
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= IRON PIPE FOUND (IPF) AS NOTED
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= NAIL AND TAB SET - LB 613
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= LICENSED BUSINESS
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= RIGHT-OF-WAY
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= OVERHEAD UTILITY LINES
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= UTILITY POLE
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= PLAT
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= OFFICIAL RECORDS BOOK
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LB
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R/W
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(P)
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ORB
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%%U LEGEND
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(D)
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= DESCRIBED
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NOTES: : 1. BEARINGS SHOWN HEREON REFER TO THE NORTH LINE OF THE SUBJECT LAND BEING BEARINGS SHOWN HEREON REFER TO THE NORTH LINE OF THE SUBJECT LAND BEING S89°38'54"E AS DERIVED USING REAL TIME KINEMATICS (RTK) METHODS AND THE FLORIDA DEPARTMENT OF TRANSPORTATION'S PERMANENT REFERENCE NETWORK, NORTH AMERICAN DATUM 1983 (1999 ADJUSTMENT), FLORIDA WEST ZONE. 2. UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS OTHER THAN THOSE SHOWN, IF ANY, NOT LOCATED FOR PURPOSES OF THIS SURVEY. 3. THE SUBJECT LAND LIES IN ZONE "X" OF THE FLOOD INSURANCE RATE MAP (FIRM) NUMBER 12081C0164E (EFFECTIVE DATE 3/17/2014). SUBJECT TO VERIFICATION. 4. THIS SURVEY HAS BEEN PREPARED PURSUANT TO TITLE COMMITMENT PREPARED BY CHICAGO TITLE INSURANCE COMPANY; ORDER NO.: 7211176; COMMITMENT DATE: 11/6/2018 AT: 5:00 PM. 5. THE DESCRIPTION SHOWN HEREON WAS TAKEN FROM THE TITLE COMMITMENT AS REFERENCED IN NOTE #4. 6. THIS SURVEY IS INTENDED FOR THE EXCLUSIVE USE OF THOSE CERTIFIED PARTIES APPEARING HEREON AND IS WARRANTED FOR A PERIOD OF ONE (1) YEAR BEYOND THE DATE SHOWN. 7. SUBJECT TO EASEMENTS, DEDICATIONS AND RESTRICTIONS OF RECORD. 8. THE SUBJECT LAND AS SURVEYED CONTAINS 84,247 SQUARE FEET OR 1.93 ACRES, MORE THE SUBJECT LAND AS SURVEYED CONTAINS 84,247 SQUARE FEET OR 1.93 ACRES, MORE OR LESS. 9. MANATEE COUNTY PROPERTY APPRAISER'S PARCEL IDENTIFICATION NUMBER FOR THIS MANATEE COUNTY PROPERTY APPRAISER'S PARCEL IDENTIFICATION NUMBER FOR THIS PARCEL IS NOW OR FORMERLY 27476.0005/0.
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DESCRIPTION: : PARCEL 1: FROM THE NORTHWEST CORNER OF LOT 2, BLOCK "F" OF LAMB'S FRACTIONAL SUBDIVISION, AS RECORDED IN PLAT BOOK 1, PAGE 164 OF THE PUBLIC RECORDS OF MANATEE COUNTY, FLORIDA; GO N89°59'47"E, A DISTANCE OF 100.00 FEET TO A NAIL & DISK (#3637), SAID POINT BEING THE NORTHEAST CORNER OF THE LANDS OF SAM CORNWELL, DESCRIBED IN OFFICIAL RECORDS BOOK 1007, PAGE 3300, OF THE PUBLIC RECORDS OF MANATEE COUNTY, FLORIDA, AND THE POINT OF BEGINNING; THENCE N89°59'47"E, ALONG THE SOUTH RIGHT-OF-WAY LINE POINT OF BEGINNING; THENCE N89°59'47"E, ALONG THE SOUTH RIGHT-OF-WAY LINE ; THENCE N89°59'47"E, ALONG THE SOUTH RIGHT-OF-WAY LINE OF 5th STREET A DISTANCE OF 152.91 FEET TO A NAIL & DISK (#3637) SET AT THE NORTHWEST CORNER OF THAT PARCEL OF LAND OWNED BY GROWERS HARDWARE CO. AS DESCRIBED IN OFFICIAL RECORDS BOOK 335, PAGE 50 (*), OF THE PUBLIC RECORDS OF (*), OF THE PUBLIC RECORDS OF , OF THE PUBLIC RECORDS OF MANATEE COUNTY, FLORIDA; THENCE ALONG THE WEST AND SOUTH LINE OF SAID PARCEL, TWO COURSES VIZ: S00°03'31"W, A DISTANCE OF 199.57 FEET TO A POINT 0.15 FEET SOUTH OF AN IRON PIPE FOUND; THENCE N89°56'02"E, A DISTANCE OF 59.71 FEET TO AN IRON PIPE FOUND AT THE NORTHWEST CORNER OF THE LANDS OF JOSEPH W. SNYDER & WIFE, AS RECORDED IN OFFICIAL RECORDS BOOK 817, PAGE 452, OF THE PUBLIC RECORDS OF MANATEE COUNTY, FLORIDA; THENCE ALONG THE WEST LINE OF THE LANDS OF SNYDER AND THE WEST LINE OF DONALD G. WEDGE & WIFE, AS DESCRIBED IN OFFICIAL RECORDS BOOK 354, PAGE 2, OF THE PUBLIC RECORDS OF MANATEE COUNTY, FLORIDA, S00°03'01"W, A DISTANCE OF 94.82 FEET TO AN IRON PIPE FOUND; THENCE ALONG THE SOUTH AND WEST LINE OF "WEDGE" AFORESAID TWO COURSES VIZ: S89°02'30"E, A DISTANCE OF 28.08 FEET TO AN IRON PIPE FOUND; THENCE S00°10'16"W, A DISTANCE OF 104.62 FEET TO A NAIL & DISK (#3637) ON THE NORTH RIGHT-OF-WAY LINE OF 4TH STREET; THENCE S89°59'02"W, ALONG THE NORTH RIGHT-OF-WAY OF 4TH STREET A DISTANCE OF 222.13 FEET TO A NAIL & DISK (#3637) SET AT THE SOUTHEAST CORNER OF THAT PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK 1006, PAGE 1966, OF THE PUBLIC RECORDS OF MANATEE COUNTY, FLORIDA; THENCE ALONG THE WEST (**) AND NORTH LINES OF SAID PARCEL, FOUR COURSES VIZ: N00°06'04"W, A DISTANCE OF AND NORTH LINES OF SAID PARCEL, FOUR COURSES VIZ: N00°06'04"W, A DISTANCE OF 89.00 FEET TO AN IRON ROD SET (#LB 3790); THENCE S89°58'58"W, A DISTANCE OF 2.33 FEET TO AN IRON ROD SET (CAP #LB 3790); THENCE N00°06'04"W, A DISTANCE OF 43.00 FEET TO AN IRON ROD SET (CAP #LB 3790); THENCE S89°59'02"W, A DISTANCE OF 15.00 FEET TO AN IRON ROD SET (CAP #LB 3790) ON THE EAST LINE OF THAT PARCEL OF LAND DESCRIBED IN MORTGAGE BOOK 191, PAGE 539, OF THE PUBLIC RECORDS OF MANATEE COUNTY, FLORIDA; THENCE ALONG THE EAST AND NORTH LINES OF SAID PARCEL, TWO COURSES VIZ: N00°06'04"W, A DISTANCE OF 27.79 FEET TO AN IRON ROD SET (CAP #LB 3790); THENCE S89°59'20"W, A DISTANCE OF 84.92 FEET TO AN IRON PIPE FOUND ON THE EAST RIGHT-OF-WAY LINE OF 10TH AVENUE WEST; THENCE N00°06'04"W, ALONG SAID RIGHT-OF-WAY LINE A DISTANCE OF 119.77 FEET TO AN IRON PIPE FOUND AT THE SOUTHWEST CORNER OF THE LANDS OF SAM CORNWELL, AFORESAID; THENCE ALONG THE SOUTH AND WEST (***) LINES OF CORNWELL TWO COURSES VIZ: (***) LINES OF CORNWELL TWO COURSES VIZ: LINES OF CORNWELL TWO COURSES VIZ: N89°45'09"E, A DISTANCE OF 85.00 FEET TO AN IRON PIPE FOUND; THENCE N00°06'04"W, A DISTANCE OF 119.57 FEET TO THE POINT OF BEGINNING. PARCEL 2: THE WESTERLY 2.8 FEET OF THE NORTHERLY 199.57 FEET, LESS THE NORTHERLY 7.0 FEET OF THE PROPERTY, AND LESS THE SOUTHERLY 42.17 FEET OF THE PROPERTY DESCRIBED IN OFFICIAL RECORDS 335, PAGE 450, OF THE PUBLIC RECORDS OF MANATEE COUNTY, FLORIDA. (*) ERRONEOUS CALL OF PAGE "50" IN DEED. SHOULD BE PAGE "450". ERRONEOUS CALL OF PAGE "50" IN DEED. SHOULD BE PAGE "450". (**) ERRONEOUS CALL OF "WEST" LINE OF PARCEL IN ORB 1006, PAGE 1966. SHOULD BE ERRONEOUS CALL OF "WEST" LINE OF PARCEL IN ORB 1006, PAGE 1966. SHOULD BE "EAST" LINE. (***) ERRONEOUS CALL OF "WEST" LINE OF PARCEL IN ORB 1007, PAGE 3300. SHOULD BE ERRONEOUS CALL OF "WEST" LINE OF PARCEL IN ORB 1007, PAGE 3300. SHOULD BE "EAST" LINE
Page 6: DOWNTOWN TEMPORARY PARKING · riverside property sale timeline ccna contract construction plans october cra bid october/ november cra construction december/ february cra

9'

20'

AC UNIT

(Approximate location)

VACANT SLICKS

BLDG

VACANT

GROWERS

BLDG

VACANT

BLDG

VACANT

BLDG

4

3

2

1

REVISIONS:

SCALE:

DATE:

JOB NO.:

DRAWN:

DESIGNED:

7

6

5

323 Tenth Avenue West, Suite 102

Palmetto, Florida 34221

Ph. 941.981.3089 l Cell. 941.713.0782

email: [email protected]

LC26000572 l ISA# FL5334A l AICP #061988

Gause

and

Associates

Inc.

Landscape Architecture l Land Planning l Environmental

Consulting Arborist l Permitting l Project Management l

Irrigation Design

PRINTED COPIES OF ELECTRONICALLY SIGN/SEALED

PLANS ARE NOT VALID WITHOUT A RAISED SEAL.

1"=20'

19-1166

RG/AB

2019.05.08

RG/AB

CR

A P

AR

KIN

G

CITY OF PALMETTO, FLORIDA

LOCATED AT:

916 4TH ST W

PALMETTO, FL 34221

SECTION 14

TOWNSHIP 34 SOUTH

RANGE 17 EAST

CONCEPTUALLANDSCAPE PLAN

B

SITE DATA:

Parking spaces = 85

0 10 20 40 ft.

NorthNorth

TREES QTY BOTANICAL NAME / COMMON NAME CONT CAL SIZE

6 Bucida buceras `Shady Lady` / Shady Lady Black Olive B & B 2.5"Cal 10` Ht.

1 Cordia sebestena / Orange Geiger Tree B & B 2"Cal 10` Ht.

PALM TREES QTY BOTANICAL NAME / COMMON NAME CONT CAL SIZE

5 Phoenix dactylifera `Medjool` / Date Palm B & B N/A 14` ct.

7 Sabal palmetto / Cabbage Palmetto B & B N/A 15` ht.

4 Sabal palmetto / Cabbage Palmetto B & B N/A 18` Ht.

20 Washingtonia robusta / Mexican Fan Palm B & B N/A 10` Ht.

UNDERSTORY TREES QTY BOTANICAL NAME / COMMON NAME CONT CAL SIZE

4 Lagerstroemia indica `Lavender` / Crape Myrtle Multi-Trunk 45 gal 8-10` ht

SHRUBS QTY BOTANICAL NAME / COMMON NAME CONT

3 Crinum asiaticum `Variegated Procerum` / Queen Emma Crinum Lily 15 gal

3 Hibiscus rosa-sinensis / Chinese Hibiscus 15 gal

66 Hibiscus rosa-sinensis `Brilliant` / Chinese Hibiscus 3 gal

17 Jatropha integerrima / Spicy Jatropha 15 gal

98 Myrcianthes fragrans / Simpson Stopper 3 gal

207 Podocarpus macrophyllus / Yew Pine 3 gal

20 Thryallis glauca / Thryallis 3 gal

PLANT SCHEDULE

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F:\JOBS\19-1166 CRA Parking Lot\ACAD\Concept B.dwg
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BOB GAUSE
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5/30/2019 1:31:21 PM
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LA#000942
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Robert C. Gause
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