2023_10_03 Addendum 2 (executed).pdf

PDF 4 MB Posted Sep 5, 2023

Attached to: 2023-9 Downtown Bathrooms
Solicitation number: PE-66084-NONST-2024-000000001
Issued by: Terrell County, Georgia

About this file

Written by GovTribe AI · Aug 26, 2024

This document is an Addendum No. 2 to the 100% Construction Documents for the Downtown Bathrooms project issued by Architects: Lewis + Whitlock, P.A. on behalf of the City of Thomasville, Georgia. The addendum modifies the original construction drawings dated August 4, 2023, and includes revisions to the landscape plan, irrigation plan and details, and architectural site plans. The revisions address requested changes to the landscape, irrigation, and site elements such as the ramp section, brick screen wall, and plaza surface. No bid due date or award information is provided in this addendum.

The addendum includes revised drawings and specifications for various elements of the project, including LS1.0 Landscape Plan, IR1.0 Irrigation Plan, IR2.0 Irrigation Details, and AS1.1 Architectural Site Plans. The revisions focus on updating the landscape, irrigation, and site details to incorporate requested changes prior to the construction phase. Pricing terms, funding sources, incumbent contractors, or other salient commercial information are not included in this technical addendum.

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File	Type	Posted
2023_06_26 Downtown Bathroom Geotech Report.pdf	PDF	Sep 5, 2023
DowntownBathroomBidRejectionLetter (example).docx	DOCX document	Sep 5, 2023
2023_10_02 Addendum 1 (executed).pdf	PDF	Sep 5, 2023
2023_09_05 Advertisement for Bids.pdf	PDF	Sep 5, 2023

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Addendum NO. 2 100% Construction Documents

October 2, 2023

Project: Issued by:

Downtown Bathrooms Architects: Lewis + Whitlock, P.A.

206 W. Virginia Street Tallahassee, FL 32301 AL+W Project No. 22462 ph: 850.942.1718 fax: 850.942.2110

Distribution to:

OWNER REP: E. Geyer ARCHITECT: C. Whitlock

MPFP. ENGINEER: R. Gelhardt E ENGINEER: J. Lamb

This Addendum forms a part of the 100% Construction Documents and modifies the original Construction Drawings August 4th, 2023. Please attach this Addendum inside the front cover of the bound specifications and replace drawings and specifications as required. This Addendum consists of 2 pages and 6 attachments.

DRAWINGS:

Landscape

2-1 LS1.0 – Landscape Plan Replace sheet LS1.0 with Revised sheet LS1.0

• Revise landscape plan to show requested changes.

Irrigation

2-2 IR1.0 – Irrigation Plan Replace sheet IR1.0 with Revised sheet IR1.0

• Revise Irrigation plan to show requested changes.

2-3 IR2.0 – Irrigation Details Replace sheet IR2.0 with Revised sheet IR2.0

• Revise Irrigation plan to remove Hunter Pros-06 spray head detail.

Architectural

2-4 AS1.1 – Architectural Site Plans Replace sheet AS1.1 with Revised sheet AS1.1

• Revise 3/ Ramp Section to add edge protection rail.

• Revise Brick Screen Wall Elevation

Specifications

2-5 Section 042000 – Unit Masonry Revise sheet SP1.2 as follows.

• Modify Section 2.02-A.1: Basis of design as shown on attachment ADD 2-5.

2-6 Section 096700 – Fluid Applied Flooring Revise sheet SP1.6 as follows.

• Modify Section 2.01-A.6: Products as shown on attachment ADD 2-6.

Addendum No. 2 Thomasville Downtown Bathroom October 2, 2023

Attachments

2 - 8 1/2" x 11" pages: ADD 2-5 and ADD 2-6 4 - 24" x 36" sheets: LS1.0, IR1.0, IR2.0, and AS1.1

BY: Architects: Lewis + Whitlock, PA

B. Baylor bbaylor New Stamp

1 2 Ad de nd um #1

Ad de nd um

#2 B.

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/02 /20

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A S

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Sheet No.:

AS1.1

. D

C on su lta nt

Description:

Architectural Site Plan

Jo b

Ti tle

D ow nt ow n Ba th ro om s

Pr oj ec t #

Ph as e:

C on st ru ct io n D oc um en ts

C lie nt

C ity o f T ho m as vi lle

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Se al

cl ou d:

L ew is

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cl ou d

B as ic fo r A rc hi ca d

Th om as vi lle R es tr oo m s

D 7:

Architects Lewis + Whitlock 206 West Virginia St.

Tallahassee, Florida 32301 850,942.1718 www.think3d.net

/14 /23

/ B

B C.

/04 /23

SLOPING SIDEWALK

MAX SLOPE - 1:20

'-1

1/ 8"

'-3

'-4

2'- 6"

1'- 0"

2 1/4" (+/-) 10'-10" 38'-8" 13'-6" 5'-0"

6'- 0"

3'- 1"

8'- 8"

1'- 0"

'-4

'-8

4'- 5"

4'- 0"

- 2

2'- 8"

3'-6" 25'-4" 3'-6"

5'- 7"

3'- 9"

4'- 0"

4" 5'-

4" 4"

279.95

279.82 279.98279.94

281.27281.27

282.38

280.00

282.50

279.86

AS1.1

2'-0" HIGH BRICK

SCREEN WALL

6'-0" HIGH METAL FENCING W/ GATE

6'-0 HIGH METAL FENCING

TIE IN TO SIDEWALK TO

MUNICIPAL PARKING

TIE IN TO EX. SIDEWALK

NEW UTILITY POLE, BY CITY.

PEDESTAL MOUNTED -

ELECTRICAL SERVICE,

COOR. W/ ELEC DWGS

TIE IN TO EX.

LANDSCAPING &

CURB

SINGLE BRICK BANDING (P1) AT

CONC. SIDEWALK

PROVIDE CONTINUATION OF EX.

RETAINING WALL TO EDGE OF ADJ.

BUILDING WHERE SIDEWALK WAS

REMOVED

SURFACE DRAIN, SEE CIVIL DWGS

SIDEWALK

CONSTRUCTED BY

OTHER CITY PROJECT -

COOR. W/ GC FOR

CONNECTION

PROVIDE SLOPE OUT OF

CORNER TO ALLOW

DRAINAGE TO LANDSCAPING

PROPERTY

LINE

- 1 :20

E X.

LANDSCAPING

UTILITY AREA

(CONCRETE SURFACE)

- 1

:12

- 1

:12

SLOPE TO DRAIN

(CROSS SLOPE TO NOT EXCEED 2%)

E J

CONCRETE

E J

C J

E J

C J

E J

CONCRETE PLAZA

W/ DOUBLE BRICK

BANDING (P2)

T J T J

T J T

TYP.

T J T J T J T J

SLOPE

- 1

'-3

3'- 0"

2" 4'-

0" 2"

4'- 7"

5'-0" 10" 5'-0"

2'- 5"

2'- 7"

3'-8"3'-8" 31'-4"

5 1/4" 4 3/4"

279.74

280.04 280.03 279.84

281.20281.28

AS1.1

SLOPING SITE WALL, 6" ABOVE

GRADE OF ADJACENT

SIDEWALK/ UPPER GRADE

2'-0" HIGH BRICK

SCREEN WALL

2'-0" HIGH BRICK

SCREEN WALL

CITY OF THOMASVILLE STANDARD

BENCH - OWNER PROVIDED,

CONTRACTOR INSTALLED (TYP. OF 2)

2'-0" HIGH BRICK

SCREEN WALL

ALTERNATE: PLAZA SURFACE & SCREEN WALLS

BRICK SCREEN WALLS AND BRICK PAVERS TO BE PRICED AS AN

ALTERNATE.

BASE BID: GROUND SURFACE IS 4" CONCRETE SLAB W/ LIGHT BROOM

FINISH, CONTROL JOINTS TO BE UTILIZED TO CREATE OUTSIDE BANDING

3'-0" HIGH STUCCOED

CMU WALL

PERFORATED

METAL PANEL

GUARDRAIL

DOWNTOWN RESTROOMS

105 REMINGTON AVE

FFE: 280.08

6" T

3'-0 1/2"

3'- 0"

1-1/2" CONT. HANDRAIL

AT 36" AFF, TYP.

#4 BAR AT NOSING -

TYPICAL ALL RISERS

3/8" COMPRESSIBLE

JOINT FILLER - TYP.

MIN. 4" CLEAN,

COMPACTED FILL BELOW

CONCRETE, TYP. #5 BAR CONT.

4" THICK 3000 PSI

CONCRETE WITH

6X6 (W2.9/W2.9)

WWF

4 MIL POLYETHYLENE

VAPOR BARRIER

SUBGRADE, 95%

COMPACTED

3/8" COMPRESSIBLE

JOINT FILLER - TYP.

1'-0" 11" 11" 11" 11"

P1 - SINGLE

HEADER BRICK

PAVING

P2 - DOUBLE

HEADER BRICK

PAVING

5" 4'-2 1/2" 5"

VARIES, EDGE OF SLAB

EXTENDS TO EX. RETAINING WALL

5'-0"

5" 4'-2 1/2" 5"

5'-0"

4" T

2'- 8"

3'-

0" T

DIRECT APPLIED STUCCO FINISH,

SEE PRODUCT INFO, SHEET A2.1

CONCRETE STEM WALL, SEE

STRUC. DWGS

1 1/2" DIA. HANDRAIL, SEE SPECS.

1 1/2" DIA RAIL - SEE WEST

ELEVATION FOR LOCATION

CORE DRILL TO PROVIDE 4"

IMBED - PROVIDE NON-SHRINK

GROUT AND SLOPE UP TO POLE

EXISTING CONC.

RETAINING WALL

3/8" JOINT FILLER, RECESS 1/4"

BELOW CONC, TYP.

FOUNDATION, SEE STRUCT.

DWGS.

MIN. 4" CLEAN, COMPACTED

FILL BELOW FOOTING, TYP.

PROVIDE SLOPED SURFACE AT

TOP OF STUCCOED WALL TO

DRAIN WATER (SLOPE BOTH

DIRECTIONS)

1 1/2" DIA RAIL POST

2'-6"

UPPER LANDING

PAVER, TYP. (SEE NOTES)

1 1/2"- 2" SAND SETTING BED

1/2" COMPRESSIBLE JOINT

FILLER, TYP. EA SIDE

4" 3000 PSI CONCRETE

#4 X 4" REBAR DOWEL AT 18" O.C.

MIN. 4" CLEAN, COMPACTED FILL

BELOW CONCRETE, TYP.

SUBGRADE, 95% COMPACTED

PAVER, TYP. (SEE NOTES)

1 1/2"- 2" SAND SETTING BED

CONCRETE EDGE RESTRAINT

(CONCEALED FROM VIEW) WHERE

PAVER BANDS TERMINATE INTO

PLANTING AREA

4" 3000 PSI CONCRETE

#4 X 4" REBAR DOWEL AT 18" O.C.

MIN. 4" CLEAN, COMPACTED FILL

BELOW CONCRETE, TYP.

SUBGRADE, 95% COMPACTED

1/2" COMPRESSIBLE JOINT FILLER

LINE OF VERTICAL

SUPPORT, TYP.

MASONRY, AS

SPECIFIED.

MASONRY CAP

2'- 1"

7 5/8"

13/16" 6" 13/16"

1'- 0"

1'-6"

BRICK CAP

OPENING - FACE OF BRICK

BEYOND SHOWN

STRETCHER COURSE

FLASHING

8" M

#4 VERTICAL AT 32" OC

#4 CONTINUOUS

(2) #4 CONT W/ #3 TIES @ 24" OC

CONCRETE FOOTING

MIN. 4" CLEAN, COMPACTED FILL

BELOW FOOTING, TYP.

1/4" = 1'-0"1 Architectural Site Plan

1" = 1'-0"2 Stair Section

1" = 1'-0"4 Paver Patterns

1" = 1'-0"3 Ramp Section

1" = 1'-0"5 Paver Detail - Building Edge

1" = 1'-0"6 Paver Detail - Building Edge

1" = 1'-0"7 Brick Screen Wall Elevation

1" = 1'-0"8 Brick Screen Wall Section

TRUE

NORTH

PLAN

NORTH

GRADING NOTE:

SEE CIVIL DRAWINGS FOR GRADING PLAN. GRADE

ELEVATIONS SHOWN THIS PLAN FOR REFERENCE ONLY.

PAVER NOTES:

1. PAVERS TO BE: PAVESTONE HOLLAND 6 CM; SIZE: 4"X8", COLOR:

CHARCOAL

2. PAVERS SHALL BE PLACED HANDTIGHT WITH SAND SWEPT JOINTS

3. WHERE VOIDS BETWEEN PAVER BAND AND BUILDING WALL EXIST,

PROVIDE 1/2" COMPRESSIBLE JOINT FILLER.

CONCRETE JOINT NOTES:

TJ = TOOLED JOINT

CJ = CONTROL JOINT - 1/4" DEEP SAW CUT JOINT

EJ = EXPANSION JOINT - 3/8" COMPRESSIBLE JOINT FILLER

Thomasville | Downtown Bathrooms

22462 Unit Masonry 042000 -2

S. BIA Technical Notes No. 13 - Ceramic Glazed Brick Exterior Walls 2017.

T. BIA Technical Notes No. 28B - Brick Veneer/Steel Stud Walls 2005.

U. BIA Technical Notes No. 46 - Maintenance of Brick Masonry 2017.

V. TMS 402/602 - Building Code Requirements and Specification for Masonry Structures 2016.

1.04 SUBMITTALS

A. See Section 013000 - Administrative Requirements for submittal procedures.

B. Product Data: Provide data for masonry units, fabricated wire reinforcement, mortar, and masonry accessories.

C. Samples: Submit two samples of decorative block units to illustrate color, texture, and extremes of color range.

D. Submit manufacturer's full color range for Architect selection.

1.05 QUALITY ASSURANCE

A. Comply with provisions of TMS 402/602, except where exceeded by requirements of Contract Documents.

B. Manufacturer Qualifications: Company specializing in manufacturing the type of products specified in this section with minimum 10 years of documented experience.

1.06 MOCK-UPS

A. Construct a masonry wall as a mock-up panel sized 8 feet (2.4 m) long by 6 feet (1.8 m) high;

include mortar, accessories, structural backup, and flashings (with lap joint, corner, and end dam) in mock-up.

B. Locate where directed.

C. Mock-up may remain as part of work.

1.07 DELIVERY, STORAGE, AND HANDLING

A. Deliver, handle, and store masonry units by means that will prevent mechanical damage and contamination by other materials.

PART 2 PRODUCTS

2.01 CONCRETE MASONRY UNITS

A. Concrete Block: Comply with referenced standards and as follows:

1. Size: Standard units with nominal face dimensions of 16 by 8 inches (400 by 200 mm) and nominal depths as indicated on drawings for specific locations.

2. Load-Bearing Units: ASTM C90, normal weight.

a. Hollow block, as indicated.

b. Exposed Faces: Manufacturer's standard color and texture where indicated.

2.02 BRICK UNITS

A. Facing Brick: ASTM C216, Type FBS Smooth, Grade SW.

1. Basis of design:

a. Manufacturer: Cherokee Brick, Macon Plant

b. Color and texture: Kennesaw, heritage texture .

2. Queen Modular size: As indicated on drawings .

3. Bond pattern: common bond.

4. Special shapes: Molded units as required by conditions indicated, unless standard units can be sawn to produce equivalent effect.

a. Provide solid brick at locations where brick cores would otherwise be visible.

2.03 MORTAR AND GROUT MATERIALS

A. Portland Cement: ASTM C150/C150M, Type I; color as required to produce approved color sample.

B. Hydrated Lime: ASTM C207, Type S.

cwhitlock Polygon cwhitlock Polygon cwhitlock Typewritten Text cwhitlock Typewritten Text Attachment Add 2-5

Thomasville | Downtown Bathrooms

22462 Fluid-Applied Flooring 096700 -2

4. Color: as indicated on drawings .

5. Base - 6" high integral resinous.

6. Products:

a. Key Resin Company ; Key Quartz B-125 : www.keyresin.com/#sle.

b. Stonhard; Stonshield SLT: www.stonhard.com/#sle.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that subfloor surfaces are smooth and flat within the tolerances specified for that type of work and are ready to receive flooring.

B. Verify that subfloor surfaces are dust-free and free of substances that could impair bonding of materials to subfloor surfaces.

C. Cementitious Subfloor Surfaces: Verify that substrates are ready for fluid-applied flooring installation by testing for moisture and alkalinity (pH).

1. Obtain instructions if test results are not within limits recommended by fluid-applied flooring manufacturer.

3.02 PREPARATION

A. Remove subfloor ridges and bumps. Fill low spots, cracks, joints, holes, and other defects with subfloor filler.

B. Apply, trowel, and float filler to achieve smooth, flat, hard surface. Grind irregularities above the surface level. Prohibit traffic until filler is cured.

C. Vacuum clean substrate.

D. Apply primer to surfaces required by flooring manufacturer.

3.03 INSTALLATION - FLOORING

A. Apply in accordance with manufacturer's instructions.

B. Apply each coat to minimum thickness required by manufacturer.

C. Finish to smooth level surface.

3.04 FIELD QUALITY CONTROL

A. See Section 014000 - Quality Requirements, for additional requirements.

3.05 PROTECTION

A. Prohibit traffic on floor finish for 48 hours after installation.

B. Barricade area to protect flooring until fully cured.

END OF SECTION

cwhitlock Polygon cwhitlock Polygon cwhitlock Typewritten Text cwhitlock Typewritten Text Attachment Add 2-6

1 inch = ft.

GRAPHIC SCALE

2 84

PROPOSED DOWNTOWN RESTROOMS

105 REMINGTON AVENUE

(SEE ARCHITECTURAL PLANS)

PROPOSED WALL

(SEE ARCHITECTURAL PLANS)

PROPOSED HARD SURFACE / PLAZA

(SEE ARCHITECTURAL PLANS)

D R

ITE

D R

ITE

PROPOSED WALL

(SEE ARCHITECTURAL PLANS)

PROPOSED ROOF OVERHANG

(SEE ARCHITECTURAL PLANS)

SITE BOUNDARY (TYP.)

PROPOSED HARDSCAPE / PLAZA

(SEE ARCHITECTURAL PLANS)

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

PROPOSED WALL

(SEE ARCHITECTURAL PLANS)

PROPOSED WALL

(SEE ARCHITECTURAL PLANS)

EXISTING

CONCRETE

EXISTING

CONCRETE

EXISTING

CONCRETE

EXISTING

CONCRETE

PROPOSED SURFACE DRAINS

(SEE CIVIL PLANS)PROPOSED FENCE

(SEE ARCHITECTURAL PLANS)

O E

EXISTING OVERHEAD UTILITY

(APPROXIMATE LOCATION)

EXISTING

LANDSCAPING

AREA

IRRIGATION NOTES:

1. IRRIGATION SYSTEM DESIGN REQUIREMENTS: MIN. 25 GPM @ 50 PSI @ THE WATER

SOURCE.

2. VALVE NUMBERS INDICATE CONTROLLER STATION TO WHICH THAT VALVE IS TO BE

CONNECTED.

3. AUTOMATIC ELECTRIC VALVES AND ISOLATION VALVES ARE TO BE INSTALLED IN

RECTANGULAR VALVE BOXES PER DETAIL OR AS APPROVED.

4. WIRE CONNECTIONS TO THE ELECTRIC VALVES ARE TO BE MADE WITH WATERPROOF

WIRE CONNECTORS.

5. ELECTRICAL WIRE IS TO BE TYPED UF 600 VOLT AWG - CONTROL CABLE, COMMON OR

'GROUND' WIRE IS TO BE #14 OR LARGER AND WHITE IN COLOR. CONTROL OF 'HOT'

WIRE IS TO BE #14 OR LARGER AND ANY COLOR OTHER THAN WHITE.

6. ALL VALVE WIRES SHALL BE TAPED AT 20' INTERVALS AND LOCATED UNDER IRRIGATION

MAINLINE OR AS SHOWN ON DETAIL.

7. POP-UPS ARE TO BE INSTALLED ON FLEX TUBING OR AS SHOWN ON DETAIL.

8. SPRAY NOZZLES, INSTALLED IN SHRUB OR FLOWER BEDS, MAY REQUIRE EXTENSIONS FOR

SUFFICIENT HEIGHT TO PREVENT INTERRUPTION OF THE STREAM BY THE PLANT MATERIAL.

9. PIPING MAY SOMETIMES BE INDICATED AS BEING LOCATED IN UNLIKELY AREAS; I.E., IN

BUILDINGS, UNDER PAVEMENT, OUTSIDE OF PROPERTY LINES, ETC... THIS IS DONE FOR

GRAPHIC CLARITY ONLY. WHENEVER POSSIBLE, PIPING IS TO BE INSTALLED IN SOIL

AREAS.

10. MAINLINE IS TO BE INSTALLED A MINIMUM OF 18" BELOW FINISH GRADE. LATERAL LINES

ARE TO BE INSTALLED A MINIMUM OF 14" BELOW FINISH GRADE.

11. UNLESS OTHERWISE INDICATED, ALL SLEEVES ARE TO BE PVC SCH 40 AND TWO (2) SIZES

LARGER THAN THE PIPE TO BE SLEEVED. FOR EXAMPLE: THE SLEEVE FOR A 1" PIPE SHALL

BE 1-1/2" PVC SCH 40. NO IRRIGATION SLEEVE SHALL BE SMALLER THAN 1-1/2".

12. ALL IRRIGATION MAINLINES SHALL BE PVC SCH 40 UNLESS OTHERWISE NOTED.

13. ALL IRRIGATION LATERALS SHALL BE PVC SCH 40 UNLESS OTHERWISE NOTED.

14. EXACT CONTROLLER LOCATION SHALL BE DETERMINED IN THE FIELD AT THE TIME OF

INSTALLATION AND APPROVED BY THE LANDSCAPE ARCHITECT.

15. LIGHTNING PROTECTION SHALL BE INSTALLED ON EACH CONTROLLER: A 5/8" x 8'

COPPER CLAD LIGHTNING GROUND ROD W/5 OHMS OR LESS RESISTANCE TO EARTH

AND CONNECTED TO THE CONTROLLER.

16. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR BRINGING ELECTRICAL

POWER TO THE CONTROLLER LOCATION.

17. WHERE APPLICABLE, MAINLINE AND LATERAL SHALL BE PLACED IN SAME TRENCH OR AS

SHOWN ON DETAIL.

18. ALL IRRIGATION HEADS SHALL BE A MINIMUM OF 12" FROM BUILDINGS AND WALLS. ALL

IRRIGATION HEADS SHALL BE A MINIMUM OF 6" FROM PAVEMENT EDGES.

19. THE IRRIGATION CONTRACTOR MAY HAVE TO MAKE FIELD ADJUSTMENTS. ANY

SUBSTANTIAL DEVIATIONS TO THE PLAN SHALL REQUIRE THE IRRIGATION CONTRACTOR

TO PROVIDE AS-BUILT DRAWING(S) OF THE CONSTRUCTED SYSTEM.

-WATERING SCHEDULE-

ZONE GPM

TIME/DAY

30 MIN.

20 MIN.

DAYS/WEEK

PROGRAM

BED

LAWN

WEEK #1

WEEK #2

WEEK #3

WEEK #4

DAYS/WEEK (AT INITIAL PLANTING)

NOTE:

IRRIGATION PIPING LOCATIONS MAY BE DRAWN FOR

GRAPHIC CLARITY ONLY. WHENEVER POSSIBLE, PIPING

IS TO BE INSTALLED IN SOIL AREAS & MAINLINE AND

LATERAL LINES SHALL BE PLACED IN SAME TRENCH.

PLACE IRRIGATION PIPING ALONG THE EDGE OF

PAVEMENT IF POSSIBLE AND MINIMIZE TRENCHING

UNDER EXISTING TREES.

1" IRRIGATION BACKFLOW PREVENTER

BURIED IRRIGATION LINE (PVC SCH 40)

RAIN SENSOR: HUNTER MINI-CLIK

1" ELECTRIC VALVE: HUNTER PGV 101

4 STATIONS CONTROLLER: HUNTER PRO-C PC-400

1" IRRIGATION METERM

SCH 40 SLEEVE

SCH 40 MAINLINE

PROPOSED IRRIGATION ZONE

ZONE NUMBER

VALVE SIZEGPM

12" POP-UP

5' X 15' 5' X 30'

0.22

0.44

0.22 40

PROS - 12 - PRS40 - CV - MPLCS515

PROS - 12 - PRS40 - CV - MPRCS515

PROS - 12 - PRS40 - CV - MPSS530

5' X 15'40

PCB-10 18" BUBBLER1.00 40 3'

IRRIGATION SCHEDULE

SYMBOL GPMMANF. NUMBER REMARKSPSI RAD.

HUNTER MP ROTATOR

BUBBLER

OTHER

CONST. 1 12" SLEEVE TO

CONTROLLER FOR ELECTRICAL

WIRES FROM VALVES

CONST. SLEEVE TWO (2) SIZES LARGER

THAN THE PIPE TO BE SLEEVED AND

NO SMALLER THAN 1 12" (TYP.)

APPROXIMATE LOCATION OF

IRRIGATION CONTROLLER AND

RAIN SENSOR. IRRIGATION

CONTRACTOR SHALL COORDINATE

EXACT LOCATION WITH GENERAL

CONTRACTOR. INSTALL RAIN

SENSOR IN AN OPEN (UNCOVERED)

LOCATION.

12" POP-UP2' X 10'0.42 40PROS - 12 - PRS40 - CV - 5-CST-B

C RS

CONST. 1" WATER METER AND BACKFLOW

PREVENTER FOR IRRIGATION SYSTEM PER

DETAIL (OR CITY SPECIFICATIONS) IRRIGATION SERVICE POINT OF

CONNECTION (TBD)

CONST. 1 12" SCH 40

MAINLINE (TYP.)

CONST. 1 12" SLEEVE

TO CONTROLLER FOR

ELECTRICAL WIRES

FROM VALVES

4"3

SHEET

TIT

C T

N S

DATE:

DRAWN BY:

COWLES LANDSCAPE ARCHITECTURE

(CLA)

2285 TRESCOTT DRIVE

TALLAHASSEE, FL 32308

(850) 545-7035 www.cowlesLA.com

D a vi d

L . C o w le s, J r., R .L

Fl o rid a

R e g . N o : L

A6 w w w .C

O W

c o m

-7

E, F

IR1.0

G A

N P

D O

W N

N B

M S

Y O

O M

M A

, G

9/29/2023

DLC

IRRIGATION SPECIFICATIONS

1. GENERAL/PRODUCTS

1.1. SYSTEM SHALL CONFORM TO ALL LOCAL CROSS-CONNECTIONS, PLUMBING AND

ELECTRICAL CODES.

1.2. ALL MATERIALS TO BE INCORPORATED IN THIS SYSTEM SHALL BE NEW AND WITHOUT FLAWS OR

DEFECTS. ALL PIPE DAMAGED OR REJECTED BECAUSE OF DEFECTS SHALL BE REMOVED,

WITH EXCEPTION TO RELOCATED MATERIAL, FROM THE SITE AT THE TIME OF REJECTION.

1.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE AND GUARANTEE COMPLETE 100%

COVERAGE OF THE AREAS SHOWN ON THE DRAWINGS TO BE IRRIGATED. HE SHALL ALSO

GUARANTEE THE SATISFACTORY OPERATION OF THE ENTIRE SYSTEM AND THE RESTORATION OF

THE SITE PRIOR TO WORK.

1.4. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND FULLY OPERATIONAL FOR

THE PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE. CONTRACTOR SHALL REPAIR

OR REPLACE ANY DEFECTS OCCURRING WITHIN THAT YEAR, FREE OF EXPENSE TO THE

OWNER.

1.5. AFTER FINAL ACCEPTANCE OF THE COMPLETED INSTALLATION, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR HAVING COMPLETE REPRODUCIBLE DRAWINGS PREPARED AND SHOWING

ALL CHANGES. THESE DRAWINGS SHALL BE TURNED OVER TO THE OWNER.

1.6. PLASTIC PIPE LINE SHALL BE RIGID UN-PLASTICIZED, BELL END, PVC TYPE (1102,2120, ETC), SCHEDULE 40 PVC (ASTM-1785).

1.7. ALL PLASTIC PIPE FITTINGS SHALL BE SCHEDULE 40 PVC (ASTM D-2466) MOLDED FITTINGS

MANUFACTURED OF THE SAME MATERIAL AS THE PIPE.

2. AS-BUILTS

2.1. STATIC PRESSURE OF THE WATER SOURCE SHALL BE MEASURED AND NOTED ON THE SHOP

DRAWINGS.

2.2. THE PRESSURE LOSS THROUGH THE SYSTEM SHALL BE INCLUDED AS PART OF THE SHOP

DRAWINGS.

2.3. THE MAXIMUM AND MINIMUM PRESSURE AT THE BASE OF THE CLOSEST AND FURTHEST

SPRINKLER SHALL BE INDICATED ON THE SHOP DRAWING.

2.4. ADEQUATE PRESSURE RELIEF, SURGE PROTECTION, THRUST RESTRAINT, AND AIR RELIEF VALVES

SHALL BE USED FOR ALL PIPING.

3. HYDROSTATIC TESTS

3.1. TESTING OF THE INSTALLED SYSTEM SHALL BE REQUESTED OF THE CONTRACTOR BY THE

OWNER IN WRITING AT LEAST 48 HOURS IN ADVANCE OF THE TEST.

3.2. TESTING SHALL BE ACCOMPLISHED AT THE EXPENSE OF THE CONTRACTOR AND IN THE

PRESENCE OF THE OWNER.

3.3. WHEN TESTING WITH OPEN TRENCHES, CENTER LOAD PIPING WITH SMALL AMOUNT OF

BACKFILL TO PREVENT ARCHING OR SLIPPING UNDER PRESSURE.

3.4. MAIN LINES AND SUB-MAINS SHALL BE TESTED FOR TWO HOURS AND LATERAL LINES FOR ONE

HOUR.

3.5. IF LINES OR FITTINGS DO NOT HOLD OR MORE THAN 5 PSI IS LOST DURING TESTING, THE

CONTRACTOR MUST MAKE CORRECTIONS AND RESCHEDULE TESTING.

4. EXECUTION

4.1. ALL PRESSURIZED PLASTIC AND GALVANIZED PIPE, SPRINKLER LINES OR MAINS SHALL BE

INSTALLED WITH A MINIMUM COVER OF 18 INCHES BASED ON FINISHED GRADES.

NON-PRESSURIZED LINES SHALL BE INSTALLED WITH A MINIMUM COVER OF 12" BASED ON

FINISHED GRADE.

4.2. DEPTH OF SLEEVES UNDER ASPHALT OR CONCRETE SHALL BE 24", EXCEPT 30" FOR 6" AND

LARGER PIPES, WHERE ANY CUTTING OR BREAKING OF SIDEWALKS, CONCRETE WORK

AND/OR ASPHALT IS NECESSARY, IT SHALL BE REMOVED AND REPLACED BY THE

CONTRACTOR. PERMISSION TO CUT OR BREAK SIDEWALKS, CONCRETE AND/OR ASPHALT

SHALL BE OBTAINED FROM THOSE HAVING PROPER JURISDICTION.

4.3. PIPE USED ABOVE GROUND WITH BACKFLOW PREVENTION DEVICES OR PUMPING STATIONS

SHALL BE SCHEDULED 40 GALVANIZED STEEL (ASTM A-120/A-53) AND JOINTED WITH 150

POUND TESTED GALVANIZED MALLEABLE IRON PIPE FITTINGS (ASTM A-338). PIPE OF THE

ABOVE TYPE SHALL BE ANCHORED WITH ONE CUBIC FOOT OF CONCRETE.

4.4. THE BACKFILL SHALL BE THOROUGHLY COMPACTED AND EVENED OFF WITH THE ADJACENT

SOIL LEVEL. BACKFILL SHALL CONTAIN NO LUMPS OR ROCKS LARGER THAN 2 1/2".

4.5. TRENCHES SHALL BE OPENED AND BACKFILLED ON THE SAME DAY.

4.6. PLASTIC PIPE SHALL BE INSTALLED ACCORDING TO ASTM D-2855, ASAES-376, AND SCS

430-DD-1. PIPE SHALL BE INSTALLED AS RECOMMENDED BY THE MANUFACTURER TO ALLOW

FOR EXPANSION, CONTRACTION AND SNAKING.

4.7. PLASTIC PIPE SHALL BE CUT WITH A HACK SAW WITH THE ASSISTANCE OF A SQUARE SAWING

DEVICE, OR IN A MANNER TO ENSURE A SQUARE CUT. BURRS AT CUT ENDS SHALL BE

REMOVED PRIOR TO INSTALLATION TO PROVIDE A SMOOTH UNOBSTRUCTED FLOW.

4.8. ALL PLASTIC TO PLASTIC JOINTS SHALL BE SOLVENT WELD JOINTS OR SLIP SEAL JOINTS. ONLY

THE SOLVENT RECOMMENDED BY THE PIPE MANUFACTURER (ASTMD-2564) SHALL BE USED.

ALL FLEX PIPE SWING JOINTS SHALL BE CEMENTED WITH IPS #795, OR EQUAL. ALL PLASTIC PIPE AND FITTINGS SHALL BE CLEANED WITH APPROPRIATE PVC CLEANER (ASTM F-656), AND

INSTALLED AS OUTLINED AND INSTRUCTED BY THE PIPE MANUFACTURER. NO GLUE SHALL BE

LEFT INSIDE THE PIPE.

4.9. THE SOLVENT WELD JOINTS SHALL BE MADE IN THE FOLLOWING MANNER:

4.9.1. THOROUGHLY CLEAN THE MATING PIPE AND FITTING WITH A CLEAN DRY CLOTH.

4.9.2. APPLY A UNIFORM COAT OF SOLVENT TO THE PIPE WITH AN APPROVED APPLICATOR.

4.9.3. APPLY SOLVENT TO FITTING IN A SIMILAR MANNER.

4.9.4. REAPPLY A LIGHT COAT OF SOLVENT TO THE PIPE AND IMMEDIATELY INSERT INTO THE

FITTING.

4.9.5. TURN THE PIPE OR FITTING ONE QUARTER TO INSURE EVEN DISTRIBUTION IN THE SOCKET.

INSERT PIPE TO THE FULL DEPTH OF THE FITTING SOCKET.

4.9.6. WIPE OFF ANY EXCESS SOLVENT THAT APPEARS AT THE OUTER SHOULDER OF THE FITTING.

DO NOT USE AN EXCESSIVE AMOUNT OF SOLVENT SO AS TO AVOID ANY OBSTRUCTION

TO FORM ON THE PIPE. ALLOW JOINTS TO SET A MINIMUM OF 24 HOURS BEFORE

PRESSURE IS APPLIED TO THE SYSTEM.

4.10. ALL OPENINGS SHALL BE CAPPED OR PLUGGED FOLLOWING THE INSTALLATION OF LINES TO

PREVENT THE ENTRANCE OF MATERIALS THAT WOULD OBSTRUCT THE PIPE OR SPRINKLERS.

LEAVE PLUG OR CAP IN PLACE UNTIL REMOVAL IS NECESSARY FOR COMPLETION OF

INSTALLATION.

4.11. THOROUGHLY FLUSH OUT ALL WATER LINES BEFORE INSTALLING HEADS, VALVES, AND OTHER

HYDRANTS.

4.12. UPON COMPLETION OF THE FLUSHING, THE CONTRACTOR SHALL RECAP THE LINES FOR

PRESSURE TESTING..

SHEET

TIT

C T

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DATE:

DRAWN BY:

COWLES LANDSCAPE ARCHITECTURE

(CLA)

2285 TRESCOTT DRIVE

TALLAHASSEE, FL 32308

(850) 545-7035 www.cowlesLA.com

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PRO FLEX SWING JOINT:

HUNTER 'PRO-FLEX' TUBING

24"-36", HSBE-050 ELBOWS (2),

MARLEX STREET ELBOW (1)

LATERAL TEE OR ELL

FINISH GRADE

MODEL PCB BUBBLER

HUNTER PCB BUBBLER DETAIL

NOT TO SCALE

LATERAL PIPE

MANUFACTURER:

NDS, INC.

851 NORTH HARVARD AVE.

LINDSAY, CA 93247

www.ndspro.com

TOLL FREE: 1-800-726-1994

PHONE: (559) 562-9888

FAX: (559) 562-4488

NOTES:

1. INSTALLATION TO BE

COMPLETED IN

ACCORDANCE WITH

MANUFACTURER'S

SPECIFICATIONS.

2. DO NOT SCALE DRAWING.

3. ALL INFORMATION

CONTAINED HEREIN WAS

CURRENT AT THE TIME OF

DEVELOPMENT BUT MUST BE

REVIEWED AND APPROVED

BY THE PRODUCT

MANUFACTURER TO BE

CONSIDERED ACCURATE.

PERSPECTIVE

PART

NUMBER

BOX &

COVER

314BC

314BCB

314BCSAND

314BCBSAND

314BNHCWG

314PBCR

314PBCBR

314PBCR NH

314BCRG

COVER ONLY

313C

313CSAND

313CR

313CRG

BOX ONLY

314B

314BSAND

314PB

314BNH

314PBNH

214-6

113BB

DESCRIPTION - MARKING

14"X19" BOX, OVERLAPPING COVER - ICV

14"X19" CORRUGATED BOX, OVERLAPPING

BOLT-DOWN COVER -ICV

14"X19" CORRUGATED BOX W/ NO HOLES

OVERLAPPING COVER - ICV

14"X19" BOX, OVERLAPPING COVER - ICV

14"X19" CORRUGATED BOX, OVERLAPPING

BOLT-DOWN COVER -ICV

14” X 19” CORRUGATED BOX W/NO

HOLES, OVERLAPPING COVER

RECLAIMED WATER

14"X19" BOX, OVERLAPPING COVER -

RECLAIMED WATER

14"X19" CORRUGATED BOX, OVERLAPPING

BOLT-DOWN COVER - RECLAIMED WATER

14"X19" CORRUGATED BOX W/ NO HOLES,

OVERLAPPING COVER - RECLAIMED WATER

14"X19" BOX, 14"X19" OVERLAPPING COVER -

RECLAIMED WATER

14"X19" OVERLAPPING COVER - ICV

14"X19" OVERLAPPING COVER -

RECLAIMED WATER

14"X19" OVERLAPPING COVER -

RECLAIMED WATER

14"X19" BOX

14"X19" CORRUGATED BOX W/ NO HOLES

14"X19"X6" EXTENSION

2-1/2" X 3/8" SS BOLT

COLOR

(BOX/COVER)

GREEN/

GREEN

GREEN/

GREEN

SAND/

SAND

SAND/

SAND

PURPLE/

PURPLE

PURPLE/

PURPLE

PURPLE/

PURPLE

PURPLE/

PURPLE

GREEN/

GREEN

SAND

PURPLE

GREEN

SAND

PURPLE

GREEN

PURPLE

GREEN

STEEL

PALLET

QTY.

(BAG OF

10)

PRODUCT

CLASS

20PR

20NM

21"20"14 3/4"15 3/4"

11 3/4"17"

13 1/4" 24 3/8"

6 3/4"

11 3/4" 17"

15 3/8"10 1/8"

16 1/4" 11"

PRO PLUS SERIES VALVE BOXES DETAIL

NOT TO SCALE

PERSPECTIVE

FINISH GRADE

3/4" MINUS WASHED GRAVEL

BRICK SUPPORTS (4)

MAIN LINE PIPE & FITTINGS

SCH 80 T.O.E. NIPPLE

REMOTE CONTROL VALVE MODEL

PGV-101G / 151 G

ACCU-SYNC-40

STANDARD VALVE BOX

WATERPROOF CONNECTORS (2)

18-24" COILED WIRE

PVC SLIP UNIONS

HUNTER PGV GLOBE VALVE DETAIL

NOT TO SCALE

MODEL MINI-CLIK

EXTERIOR WALL OR POST

(SEE NOTE)

RUN LEAD WIRES

TO CONTROLLER

NOTE:

MOUNT SENSOR ON SURFACE WHERE IT WILL

BE EXPOSED TO UNOBSTRUCTED RAINFALL,

BUT NOT IN PATH OF SPRINKLER SPRAY.

HUNTER MINI-CLIK RAIN SENSOR DETAIL

NOT TO SCALE

SWING JOINT:

HUNTER 'PRO-FLEX' TUBING,

HSBE-050 ELBOWS (2), &

MARLEX STREET ELBOW (1)

MODEL PROS-12-PRS40-CV

MP ROTATOR SPRAY HEAD

FINISH GRADE

LATERAL TEE OR ELL

LATERAL PIPE

HUNTER PROS-12-PRS40-CV SPRAY HEAD DETAIL

NOT TO SCALE

CONTROL WIRE IN ELECTRICAL

CONDUIT. SIZE AND TYPE

PER LOCAL CODE

NOTE:

MOUNT CONTROLLER WITH

LCD SCREEN AT EYE LEVEL.

CONTROLLER SHALL BE

HARD-WIRED TO GROUNDED

110 VAC SOURCE.

MINIMUM CLEARANCE

FOR DOOR OPENING EXTERIOR WALL

1.81'

MODEL PC-XX00

ELECTRICAL SUPPLY CONDUIT.

CONNECT TO POWER SOURCE.

J BOX INSIDE CONTROLLER.

HUNTER PRO-C WALL-MOUNT CONTROLLER DETAIL

NOT TO SCALE

FINISH

GRADE

DIRECTION OF FLOW

975XL2

WILKINS

ZURN

WILKINSXL

METER & BACKFLOW DETAIL

NOT TO SCALE

OPTIONAL LEAD-FREE

STRAINER (MODEL SXL)

WATER METER

PER LOCAL

MUNICIPALITY

STANDARDS

INLET SHUT-OFF

DRAIN

PROTECTIVE

ENCLOSURE

AIR GAP

12" MIN.

30" MAX.

ZURN MODEL 975XL2

REDUCED PRESSURE PRINCIPLE

ASSEMBLY (SIZE PER PLAN)

FINISH

GRADE

BRICK

N L

NOTES:

1. PREVENT UNCOVERED PIPE FROM FLOATING UP DURING RAINS. PIPE WHICH FLOATS-UP

DUE TO WATER ACCUMULATION IN TRENCH SHALL BE RESET TO SPECIFIED DEPTHS AT NO

EXTRA COSTS.

2. TRENCH WIDTH TO BE SIZED ACCORDING TO NEEDS. DO NOT DIG EXCESSIVELY WIDE

TRENCH SO AS TO MINIMIZE DAMAGETO SURROUNDING SOILS AND VEGETATION.

FINAL

GRADE

4" MINIMUM

(SEE NOTE #2)

"DUCT" TAPE INDIVIDUAL WIRES

TOGETHER, BUT DO NOT ATTACH

TO PIPE.

PIPES AS SHOWN, SIZE AS

INDICATED ON PLAN.

MAINLINE TO BE PLACED ON

BOTTOM WHEN IN TRENCH

WITH LATERAL. ONE BUNDLE OF

WIRING PER TRENCH.

TRENCHING DETAIL

NOT TO SCALE

PLAN

SECTION

TRENCH

WIDTH

LAY WIRES IN TRENCH - CURVING

AS SHOWN BELOW TO PRODUCE

SLACK.

INSTALL TRACER WIRE

6" ABOVE ALL

IRRIGATION MAIN LINES

1 inch = ft.

GRAPHIC SCALE

2 84

PROPOSED DOWNTOWN RESTROOMS

105 REMINGTON AVENUE

(SEE ARCHITECTURAL PLANS)

PROPOSED WALL

(SEE ARCHITECTURAL PLANS)

PROPOSED HARD SURFACE / PLAZA

(SEE ARCHITECTURAL PLANS)

D R

ITE

D R

ITE

PROPOSED WALL

(SEE ARCHITECTURAL PLANS)

PROPOSED ROOF OVERHANG

(SEE ARCHITECTURAL PLANS)

SITE BOUNDARY (TYP.)

PROPOSED HARDSCAPE / PLAZA

(SEE ARCHITECTURAL PLANS)

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

PROPOSED WALL

(SEE ARCHITECTURAL PLANS)

PROPOSED WALL

(SEE ARCHITECTURAL PLANS)

EXISTING

CONCRETE

EXISTING

CONCRETE

EXISTING

CONCRETE

EXISTING

CONCRETE

PROPOSED SURFACE DRAINS

(SEE CIVIL PLANS)PROPOSED FENCE

(SEE ARCHITECTURAL PLANS)

O E

EXISTING OVERHEAD UTILITY

(APPROXIMATE LOCATION)

EXISTING

LANDSCAPING

AREA

1 inch = ft.

GRAPHIC SCALE

2 84

T R E E S

ULMUS PARVIFOLIA ‘EMER II’ ALLEE UP

SYMBOL

PLANTING SCHEDULE

QTY. BOTANICAL NAME COMMON NAME SIZE/REMARKS

7-8' HT. X 3-4' SPR., 2" CAL., 30 GAL.1

S H R U B S

ROSA HYBRIDA 'KORVIOROS' SUNBELT SAVANNAH TEA ROSE 18" X 15", 3 GAL., 30" O.C.RH

MUHLENBERGIA CAPILLARIS 'WHITE CLOUD' WHITE CLOUD MUHLY GRASS 18" X 15", 3 GAL., 30" O.C.MC

ZOYSIA GRASSZOYSIA JAPONICA SOD ALL DISTURBED AREAS NOT PLANTED

T U R F G R A S S / L A W N

SOD 170

LEGEND

ACOMA CRAPE MYRTLE (WHITE)

SUNBELT SAVANNAH TEA ROSE

WHITE CLOUD MUHLY GRASS

PODOCARPUS 'MAKI'

ZOYSIA SOD

PINE STRAW MULCH

PODOCARPUS MACROPHYLLUS VAR. MAKI PODOCARPUS 'MAKI' 16" X 16", 3 GAL., 24"' O.C.PM 18

ALLEE ELM

GENERAL NOTES:

1. ALL PLANT MATERIAL SHALL BE FLORIDA #1 AS CLASSIFIED IN "GRADES AND STANDARDS FOR NURSERY PLANTS 2022, SIXTH

EDITION, PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES (OR GEORGIA EQUIVALENT).

2. PERFORM A SOIL TEST AND APPLY THE NECESSARY AMENDMENTS AND/OR FERTILIZER. THE PLANTING AREAS SHALL NOT BE UNSUITABLE COMPACTED BACKFILL, BUT FERTILE WELL DRAINED LOAMY TOPSOIL WITH AN APPROPRIATE RATIO OF NITROGEN, POTASSIUM, PHOSPHORUS AND MICRO-NUTRIENTS (CORRESPONDING TO THE NEEDS OF A SOIL TEST).

3. WATER SETTLE ALL PLANTING PITS TO REMOVE AIR BUBBLES AND STABILIZE PLANT MATERIAL.

4. PLANTING BACKFILL MIX SHALL BE AS PER SPECIFICATIONS. BACKFILL MIX SHALL BE FREE OF CLODS AND STONES OVER THE

DIAMETER OF 1".

5. ALL LANDSCAPE AREAS THAT RECEIVE MULCH OR ROCK COVER SHALL BE TREATED WITH PRE-EMERGENT WEED CONTROL BEFORE AND AFTER PLACEMENT, AT RATES RECOMMENDED BY THE MANUFACTURER. THE CONTRACTOR SHALL GUARANTEE CONTROL OF

ALL WEEDS FOR A PERIOD OF ONE YEAR FROM THE TIME OF FINAL ACCEPTANCE.

6. INSTALL PINE STRAW MULCH (OR APPROVED EQUAL) WITHIN ALL LANDSCAPE AREAS AT A MINIMUM OF 3" COMPACTED THICKNESS.

IF AN INDIVIDUAL TREE (NEWLY PLANTED OR EXISTING) IS SURROUNDED BY TURF, THE MULCH AREA SHALL BE DESCRIBED AS THE DIAMETER OF THE TRUNK IN TERMS OF RADIUS IN FEET. FOR EXAMPLE: 3" CALIPER TREE = 3' RADIUS (6' DIAMETER) MULCH AREA.

DO NOT PILE MULCH AROUND THE TRUNK OR ROOT FLARE.

9. SOD ALL DISTURBED AREAS UNLESS INDICATED TO CONTAIN SEED & MULCH, SHRUBS, GROUNDCOVER, MULCH OR OTHER

MATERIAL.

10.ALL REQUIRED LANDSCAPE AREAS AND BUFFER STRIPS SHALL BE PROVIDED WITH AN IRRIGATION SYSTEM TO ALLOW 100 PERCENT

COVERAGE.

11. THE IRRIGATION SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR A MINIMUM OF TWO (2) YEARS AFTER FINAL APPROVAL.

12. THE CONTRACTOR SHALL WARRANTY ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE TIME OF FINAL ACCEPTANCE AND SHALL WARRANTY ALL PLANT MATERIAL REPLACED FOR A PERIOD OF ONE YEAR FROM THE TIME OF REPLACEMENT.

PROPOSED

METAL EDGING

ALLEE ELM

LAGERSTROEMIA INDICA X FAURIEI 'ACOMA'LI 7-8' HT. X 3-4' SPR., 2" CAL., 30 GAL.2 ACOMA CRAPE MYRTLE (OR MATCH EX.)

EXISTING TREE (APPROXIMATE)

PROPOSED

METAL EDGING

SHEET

TIT

C T

N S

DATE:

DRAWN BY:

COWLES LANDSCAPE ARCHITECTURE

(CLA)

2285 TRESCOTT DRIVE

TALLAHASSEE, FL 32308

(850) 545-7035 www.cowlesLA.com

D a vi d

L . C o w le s, J r., R .L

Fl o rid a

R e g . N o : L

A6 w w w .C

O W

c o m

-7

E, F

LS1.0

N D

O W

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B A

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9/29/2023

DLC

Thomasville Downtown Bathrooms - Addendum No. 2 Narrative.pdf

October 2, 2023

LS1.0.pdf

Sheets and Views

105-REMINGTON-LS-LS1-24X36

105-REMINGTON-LS-LS2-24X36

IR2.0.pdf

Sheets and Views

105-REMINGTON-IR-IR1-24X36

105-REMINGTON-IR-IR2-24X36

File details come from the government source that posted it. Updated Aug 26, 2024.