EGLIN_PARKWAY_LIFT_STATION_REPLACEMENT_DRAWINGS_SS.pdf

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TYPREPARED BY

ENGINEER

KIMLEY-HORN AND ASSOCIATES, INC.

11 NORTH WATER STREET

RSA BATTLE HOUSE TOWER, SUITE 9290

MOBILE, AL 36602

CONTACT: BROCK JONES, P.E.

PHONE: (251) 263-8323

EMAIL: BROCK.JONES@KIMLEY-HORN.COM

GEOTECHNICAL

LARRY M. JACOBS AND ASSOCIATES, INC.

664 DENTON BLVD

FORT WALTON BEACH, FL 32547

(850)244-6693

COUNTY ADMINISTRATOR:

JOHN HOFSTAD

OKALOOSA COUNTY WATER AND SEWER:

MICHAEL HACKETT, WATER AND SEWER

DIRECTOR

CHAIRMAN:

DISTRICT 4 - ROBERT A. "TREY" GOODWIN, III

BOARD MEMBERS:

DISTRICT 1 - PAUL MIXON, III

DISTRICT 2 - CAROLYN KETCHEL

DISTRICT 3 - SHERRI COX

DISTRICT 5 - DREW PALMER

CLERK:

BRAD EMBRY

PROJECT

LOCATION

JUNE 2026

OKALOOSA COUNTY, FLORIDA

OKALOOSA COUNTY BOARD OF COMMISSIONERS

ENGINEERING PLANS FOR

EGLIN PARKWAY

LS 591 REPLACEMENT

N.T.S.

LOCATION MAP PROJECT LOCATION

PROJECT TEAM

NORTH

SHEET LIST TABLE

SHEET NUMBER SHEET TITLE

G-01 COVER SHEET

G-02 GENERAL NOTES

G-03 LEGEND AND SYMBOLS

C-01 LS 591 EXISTING CONDITIONS

C-02 LS 591 DEMOLITION PLAN

C-03 LS 591 SITE LAYOUT

C-04 LS 591 SITE - FDOT OVERVIEW

C-05 SITE GRADING AND EROSION

CONTROL PLAN

L-00 LS 591 PLANTING NOTES

L-01 LS 591 PLANTING PLAN

L-02 LS 591 PLANTING DETAILS

S-01 STRUCTURAL NOTES

S-02 STRUCTURAL SITE PLAN

S-03 LIFT STATION AND VAULT SECTION

S-04 TYPICAL STRUCTURAL DETAILS

M-01 LS 591 PLAN VIEW

M-02 LS 591 SECTION VIEW

E-01 ELECTRICAL DETAILS - 1 OF 6

E-02 ELECTRICAL DETAILS - 2 OF 6

E-03 ELECTRICAL DETAILS - 3 OF 6

E-04 ELECTRICAL DETAILS - 4 OF 6

E-05 ELECTRICAL DETAILS - 5 OF 6

E-06 ELECTRICAL DETAILS - 6 OF 6

D-01 GENERAL DETAILS - 1 OF 4

D-02 GENERAL DETAILS - 2 OF 4

D-03 GENERAL DETAILS - 3 OF 4

D-04 GENERAL DETAILS - 4 OF 4

G-01

Document Name Document Type Location

Specifi-cation Detail Plans Project

Manual*

A. Okaloosa County Water and Sewer Standard Specifications and Design Manual Incorporated by Reference

The OCWS Standard Specifications and Design Manual, dated June 2007, along with Update #1 dated January 2026 (hereinafter "Manual"), located at myokaloosa.com, is hereby incorporated by reference into this Project's official contract documents as if fully set forth therein. It is the Contractor's responsibility to be knowledgeable of the Manual's contents and to construct the Project in accordance with the Manual. The Contractor shall provide its employees access to the Manual at all times, via Project site or office, via digital or paper format. In the event of a conflict between the Manual and the Plans, Contractor shall consult Engineer of Record on the appropriate resolution.

B. Additional Documents (to be completed by the Engineer of Record)

Does this Project have additional technical specifications or construction details that supercede the Manual listed above? __ Yes __ No . If yes, Contractor shall construct Project in accordance with said documents as listed and located below:

C. Engineer of Record Responsibilities

The Engineers of Record (EORs) that have affixed their seals and signatures on these plans warrant their portion of the plans have been designed in accordance with the Manual (unless otherwise directed by the OCWS Project Engineer). The EORs shall be knowledgeable of the Manual's contents and shall assume responsibility for its use on the Project.

T hi s ite m h as b ee n di gi ta lly s ig ne d an d se al ed b y B ro ck

J on es , P

E o n

/2 3/

S ig na tu re m us t b e ve rif ie d on a ny e le ct ro ni c co pi es

EGLIN PARKWAY LIFT STATION 591

REPLACEMENT

PREPARED FOR

OKALOOSA COUNTY WATER

FLORIDAOKALOOSA COUNTY

KHA PROJECT

014833001

DATE

JUNE 2026

SCALE: AS SHOWN

DESIGNED BY: BAJ

DRAWN BY: EPS

CHECKED BY: CHS

SHEET NUMBER

2026 KIMLEY-HORN AND ASSOCIATES, INC.

11 N. WATER STREET, RSA BATTLE HOUSE TOWER, SUITE 9290 MOBILE, AL 36602

PHONE: (251) 751-2527

WWW.KIMLEY-HORN.COM

Th is do cu m en t, to ge th er w ith th e co nc ep ts a nd d es ig ns p re se nt ed h er ei n, a s an in st ru m en t o f s er vic e, is in te nd ed o nl y fo r t he s pe cif ic pu rp os e an d cli en t f or w hi ch it w as p re pa re d.

R eu se o f a nd im pr op er re lia nc e on th is do cu m en t w ith ou t w rit te n au th or iza tio n an d ad ap ta tio n by K im le y- Ho rn a nd A ss oc ia te s, In c.

s ha ll b e wi th ou t l ia bi lity to K im le y- Ho rn a nd A ss oc ia te s, In c.

No. REVISIONS DATE BY

G-02GENERAL NOTES

This item has been digitally signed and sealed by Brock Jones, PE on 06/23/2026.

Signature must be verified on any electronic copies.

PREPARED FOR

OKALOOSA COUNTY WATER

FLORIDAOKALOOSA COUNTY

KHA PROJECT

014833001

DATE

JUNE 2026

SCALE: AS SHOWN

DESIGNED BY: BAJ

DRAWN BY: EPS

CHECKED BY: CHS

SHEET NUMBER

2026 KIMLEY-HORN AND ASSOCIATES, INC.

11 N. WATER STREET, RSA BATTLE HOUSE TOWER, SUITE 9290 MOBILE, AL 36602

PHONE: (251) 751-2527

WWW.KIMLEY-HORN.COM

Th is do cu m en t, to ge th er w ith th e co nc ep ts a nd d es ig ns p re se nt ed h er ei n, a s an in st ru m en t o f s er vic e, is in te nd ed o nl y fo r t he s pe cif ic pu rp os e an d cli en t f or w hi ch it w as p re pa re d.

R eu se o f a nd im pr op er re lia nc e on th is do cu m en t w ith ou t w rit te n au th or iza tio n an d ad ap ta tio n by K im le y- Ho rn a nd A ss oc ia te s, In c.

s ha ll b e wi th ou t l ia bi lity to K im le y- Ho rn a nd A ss oc ia te s, In c.

No. REVISIONS DATE BY

G-03LEGEND AND SYMBOLS

This item has been digitally signed and sealed by

CLIFFORD DR.

EGLIN PARKWAY / STATE ROAD 85

EX. CONCRETE SIDEWALK

EGLIN PARKWAY LIFT STATION 591

REPLACEMENT

PREPARED FOR

OKALOOSA COUNTY WATER

FLORIDAOKALOOSA COUNTY

KHA PROJECT

014833001

DATE

JUNE 2026

SCALE: AS SHOWN

DESIGNED BY: BAJ

DRAWN BY: EPS

CHECKED BY: CHS

SHEET NUMBER

2026 KIMLEY-HORN AND ASSOCIATES, INC.

11 N. WATER STREET, RSA BATTLE HOUSE TOWER, SUITE 9290 MOBILE, AL 36602

PHONE: (251) 751-2527

WWW.KIMLEY-HORN.COM

Th is do cu m en t, to ge th er w ith th e co nc ep ts a nd d es ig ns p re se nt ed h er ei n, a s an in st ru m en t o f s er vic e, is in te nd ed o nl y fo r t he s pe cif ic pu rp os e an d cli en t f or w hi ch it w as p re pa re d.

R eu se o f a nd im pr op er re lia nc e on th is do cu m en t w ith ou t w rit te n au th or iza tio n an d ad ap ta tio n by K im le y- Ho rn a nd A ss oc ia te s, In c.

s ha ll b e wi th ou t l ia bi lity to K im le y- Ho rn a nd A ss oc ia te s, In c.

No. REVISIONS DATE BY

NORTH

C-01LS 591 EXISTING CONDITIONS

This item has been digitally signed and sealed by

EGLIN PARKWAY / STATE ROAD 85

EX. CONCRETE SIDEWALK

EGLIN PARKWAY LIFT STATION 591

REPLACEMENT

PREPARED FOR

OKALOOSA COUNTY WATER

FLORIDAOKALOOSA COUNTY

KHA PROJECT

014833001

DATE

JUNE 2026

SCALE: AS SHOWN

DESIGNED BY: BAJ

DRAWN BY: EPS

CHECKED BY: CHS

SHEET NUMBER

2026 KIMLEY-HORN AND ASSOCIATES, INC.

11 N. WATER STREET, RSA BATTLE HOUSE TOWER, SUITE 9290 MOBILE, AL 36602

PHONE: (251) 751-2527

WWW.KIMLEY-HORN.COM

Th is do cu m en t, to ge th er w ith th e co nc ep ts a nd d es ig ns p re se nt ed h er ei n, a s an in st ru m en t o f s er vic e, is in te nd ed o nl y fo r t he s pe cif ic pu rp os e an d cli en t f or w hi ch it w as p re pa re d.

R eu se o f a nd im pr op er re lia nc e on th is do cu m en t w ith ou t w rit te n au th or iza tio n an d ad ap ta tio n by K im le y- Ho rn a nd A ss oc ia te s, In c.

s ha ll b e wi th ou t l ia bi lity to K im le y- Ho rn a nd A ss oc ia te s, In c.

No. REVISIONS DATE BY

NORTH

C-02LS 591 DEMOLITION PLAN

This item has been digitally signed and sealed by

DISCHARGE

PIPING AREA

DRIVE

S

ABOVE

GROUND

PIPING

BELOW

GROUND

PIPING

3' PEDESTRIAN GATE

OVERHEAD

YARD LIGHT

142 LF OF GREEN VINYL

CHAIN-LINK FENCE.

(SEE DETAIL 1 ON SHEET D-03.)

8" 45° BEND, MJ

8" 45° BEND, MJ

8" 11-1/4° BEND, MJ

14" X 8" TAPPING SLEEVE AND VALVE.

(SEE DETAIL 2 ON SHEET D-04.)

METER VAULT

EXISTING 14" FM

16' SWING GATE OPENING

10'Ø WET WELL

MANHOLE

TOP EL. 5.26'

INV. EL. -5.54'

N 12" INV. EL. -4.13'

S 10" INV. EL. -5.47'

NW 16" INV. EL. -5.54'

16" PVC SEWER

PIPE. INV EL -5.60

GM100-03,100 KW,

480V GENERATOR

CONCRETE PLATFORM

WITH ALUMINUM STAIRS

FOR ACCESS

255 SQ YD OF

CRUSHED STONE

.0

42.8'

9.0'

5.

5'

10.0'

11.4'

19.5'

42.8'

.0

23.0'

INSTALL GATE HOLDBACK FOR SWING GATES

BYPASS CONNECTION.

(SEE DETAIL 4 ON SHEET D-03.)

10.0'4.0'

2.

0'

3' PEDESTRIAN GATE

13 LF OF C900 DR 25 PVC

GRAVITY SEWER PIPE @ 0.46%

4 LF OF 8" C900 DR18 PVC FM

14 LF OF 8" C900 DR18 PVC FM

3 LF OF 8" C900 DR18 PVC FM

5 LF OF 8" C900 DR18 PVC FM

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EXTEND WATER SERVICE AND

CONNECT EXISTING WATER

METER WITH METER BOX AND

DOUBLE BACKFLOW PREVENTION

RTU/SCADA SYSTEM PANEL

INSTALLED BY OCWS

CONNECT WATER SERVICE TO

EXISTING SITE 2-INCH WATER LINE

CLIFFORD DRIVE

14" INSERTION VALVE

PROPOSED SERVICE LINE

POLE FOR SITE POWER

(SEE SHEET E-02)

CONNECT TO EXISTING 14" FM.

(SEE NOTE 6 ON THIS SHEET)

EGLIN PARKWAY LIFT STATION 591

REPLACEMENT

PREPARED FOR

OKALOOSA COUNTY WATER

FLORIDAOKALOOSA COUNTY

KHA PROJECT

014833001

DATE

JUNE 2026

SCALE: AS SHOWN

DESIGNED BY: BAJ

DRAWN BY: EPS

CHECKED BY: CHS

SHEET NUMBER

2026 KIMLEY-HORN AND ASSOCIATES, INC.

11 N. WATER STREET, RSA BATTLE HOUSE TOWER, SUITE 9290 MOBILE, AL 36602

PHONE: (251) 751-2527

WWW.KIMLEY-HORN.COM

Th is do cu m en t, to ge th er w ith th e co nc ep ts a nd d es ig ns p re se nt ed h er ei n, a s an in st ru m en t o f s er vic e, is in te nd ed o nl y fo r t he s pe cif ic pu rp os e an d cli en t f or w hi ch it w as p re pa re d.

R eu se o f a nd im pr op er re lia nc e on th is do cu m en t w ith ou t w rit te n au th or iza tio n an d ad ap ta tio n by K im le y- Ho rn a nd A ss oc ia te s, In c.

s ha ll b e wi th ou t l ia bi lity to K im le y- Ho rn a nd A ss oc ia te s, In c.

No. REVISIONS DATE BY

NORTH

NOTES:

1. MAINTENANCE ACCESS STRUCTURES SHALL BE

INSTALLED WITHIN THE PUMP STATION

EASEMENT AS SHOWN UNLESS OCWS DIRECTS

OTHERWISE.

2. FINISHED GRADE ELEVATION FOR WET WELL AND

VAULT (IF REQUIRED) SHALL BE IN ACCORDANCE

WITH FDEP REQUIREMENTS.

3. ALL CONCRETE SLABS ON GRADE SHALL BE

CLASS A.

4. THIS SITE LAYOUT IS GENERAL IN NATURE AND

SHOULD BE MODIFIED AS REQUIRED FOR EACH

INDIVIDUAL LIFT STATION. OCWS RESERVES THE

RIGHT TO MODIFY PROPOSED LAYOUT TO MEET

OPERATIONAL NEEDS

5. THE SITE IS LOCATED WITHIN FLOOD ZONE AE

(BFE OF 10.0' NAVD 88) PER FIRM MAP #

12091C0454J DATED MARCH 9, 2021. THE WET

WELL TOP, GENERATOR SLAB, AND ELECTRICAL

PANEL SLAB SHALL HAVE A TOP ELEVATION OF

11.0' NAVD 88.

6. PER SUE PERFORMED BY ARDURRA, THE

EXISTING PIPE MATERIAL IS DUCTILE IRON. THE

PIPE'S OUTER DIAMETER WAS MEASURED AT

15.52".

C-03LS 591 SITE LAYOUT

This item has been digitally signed and sealed by

DRIVE

PROPOSED EGLIN PARKWAY LS 591

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EOP

CENTERLINE OF

GARDNER DRIVE

CLIFFORD DR.

SR 85 (EGLIN PARKWAY)

G

AR

D N

ER

D

R

IVE

266.8' FROM CL OF GARDNER DRIVE

EXISTING EGLIN PARKWAY LS 591 (TO BE DEMOLISHED)

BEGIN WORK WITHIN FDOT

ROW AT MILEPOST 3.711 END WORK WITHIN FDOT

ROW AT MILEPOST 3.748

143.0' FROM GARDNER DRIVE TO END WORK337.0' FROM GARDNER DRIVE TO BEGIN WORK

CLIFFORD DRIVE

EGLIN PARKWAY LIFT STATION 591

REPLACEMENT

PREPARED FOR

OKALOOSA COUNTY WATER

FLORIDAOKALOOSA COUNTY

KHA PROJECT

014833001

DATE

JUNE 2026

SCALE: AS SHOWN

DESIGNED BY: BAJ

DRAWN BY: EPS

CHECKED BY: CHS

SHEET NUMBER

2026 KIMLEY-HORN AND ASSOCIATES, INC.

11 N. WATER STREET, RSA BATTLE HOUSE TOWER, SUITE 9290 MOBILE, AL 36602

PHONE: (251) 751-2527

WWW.KIMLEY-HORN.COM

Th is do cu m en t, to ge th er w ith th e co nc ep ts a nd d es ig ns p re se nt ed h er ei n, a s an in st ru m en t o f s er vic e, is in te nd ed o nl y fo r t he s pe cif ic pu rp os e an d cli en t f or w hi ch it w as p re pa re d.

R eu se o f a nd im pr op er re lia nc e on th is do cu m en t w ith ou t w rit te n au th or iza tio n an d ad ap ta tio n by K im le y- Ho rn a nd A ss oc ia te s, In c.

s ha ll b e wi th ou t l ia bi lity to K im le y- Ho rn a nd A ss oc ia te s, In c.

No. REVISIONS DATE BY

NORTH

NOTES:

1. MAINTENANCE ACCESS STRUCTURES SHALL BE

INSTALLED WITHIN THE PUMP STATION

EASEMENT AS SHOWN UNLESS OCWS DIRECTS

OTHERWISE.

2. FINISHED GRADE ELEVATION FOR WETWELL AND

VAULT (IF REQUIRED) SHALL BE IN ACCORDANCE

WITH FDEP REQUIREMENTS.

3. ALL CONCRETE SLABS ON GRADE SHALL BE

CLASS A.

4. THIS SITE LAYOUT IS GENERAL IN NATURE AND

SHOULD BE MODIFIED AS REQUIRED FOR EACH

INDIVIDUAL LIFT STATION. OCWS RESERVES THE

RIGHT TO MODIFY PROPOSED LAYOUT TO MEET

OPERATIONAL NEEDS

5. THE SITE IS LOCATED WITHIN FLOOD ZONE AE

(BFE OF 10.0' NAVD 88) PER FIRM MAP #

12091C0454J DATED MARCH 9, 2021. THE WET

WELL TOP, GENERATOR SLAB, AND ELECTRICAL

PANEL SLAB SHALL HAVE A TOP ELEVATION OF

11.0' NAVD 88.

C-04

LS 591 SITE - FDOT

OVERVIEW

This item has been digitally signed and sealed by

N:529502.72 E:1310939.80

N:529487.76 E:1310944.24

N:529485.89 E:1310947.70

N:529509.07 E:1310943.25

N:529482.36 E:1310967.17

N:529466.30 E:1310969.35

N:529507.57 E:1310959.20

N:529480.75 E:1310922.07

N:529512.63 E:1310897.91

N:529471.20 E:1310960.41

N:529492.30 E:1310953.96

N:529478.81 E:1310959.11 N:529476.71

E:1310965.23

N:529479.30 E:1310953.71

N:529459.96 E:1310987.79

N:529484.27 E:1310975.52

N:529493.67 E:1310999.65

N:529474.12 E:1310951.93

N:529476.39 E:1310962.19

N:529473.52 E:1310947.51

N:529477.93 E:1310993.96

N:529484.47 E:1310961.05

EXISTING 14" FORCE MAIN

MANHOLE

EX. TOP EL. 5.26'

PROP. TOP EL. 7.5'

INV. EL. -5.54'

N 12" INV. EL. -4.13'

S 10" INV. EL. -5.47'

NW 16" INV. EL. -5.54'

RESET AND RAISE MANHOLE

RIM TO EL. 7.5' (APPROX. 2.24')

255 SQYD OF

CRUSHED STONE

266 LF OF SILT FENCE

PROPOSED 8" C900 DR18 PVC FM

EGLIN PARKWAY LIFT STATION 591

REPLACEMENT

PREPARED FOR

OKALOOSA COUNTY WATER

FLORIDAOKALOOSA COUNTY

KHA PROJECT

014833001

DATE

JUNE 2026

SCALE: AS SHOWN

DESIGNED BY: BAJ

DRAWN BY: EPS

CHECKED BY: CHS

SHEET NUMBER

2026 KIMLEY-HORN AND ASSOCIATES, INC.

11 N. WATER STREET, RSA BATTLE HOUSE TOWER, SUITE 9290 MOBILE, AL 36602

PHONE: (251) 751-2527

WWW.KIMLEY-HORN.COM

Th is do cu m en t, to ge th er w ith th e co nc ep ts a nd d es ig ns p re se nt ed h er ei n, a s an in st ru m en t o f s er vic e, is in te nd ed o nl y fo r t he s pe cif ic pu rp os e an d cli en t f or w hi ch it w as p re pa re d.

R eu se o f a nd im pr op er re lia nc e on th is do cu m en t w ith ou t w rit te n au th or iza tio n an d ad ap ta tio n by K im le y- Ho rn a nd A ss oc ia te s, In c.

s ha ll b e wi th ou t l ia bi lity to K im le y- Ho rn a nd A ss oc ia te s, In c.

No. REVISIONS DATE BY

C-05SITE GRADING AND EROSION

CONTROL PLAN

NORTH

This item has been digitally signed and sealed by

PREPARED FOR

OKALOOSA COUNTY WATER

FLORIDAOKALOOSA COUNTY

KHA PROJECT

014833001

DATE

JUNE 2026

SCALE: AS SHOWN

DESIGNED BY: BAJ

DRAWN BY: EPS

CHECKED BY: CHS

SHEET NUMBER

2026 KIMLEY-HORN AND ASSOCIATES, INC.

11 N. WATER STREET, RSA BATTLE HOUSE TOWER, SUITE 9290 MOBILE, AL 36602

PHONE: (251) 751-2527

WWW.KIMLEY-HORN.COM

Th is do cu m en t, to ge th er w ith th e co nc ep ts a nd d es ig ns p re se nt ed h er ei n, a s an in st ru m en t o f s er vic e, is in te nd ed o nl y fo r t he s pe cif ic pu rp os e an d cli en t f or w hi ch it w as p re pa re d.

R eu se o f a nd im pr op er re lia nc e on th is do cu m en t w ith ou t w rit te n au th or iza tio n an d ad ap ta tio n by K im le y- Ho rn a nd A ss oc ia te s, In c.

s ha ll b e wi th ou t l ia bi lity to K im le y- Ho rn a nd A ss oc ia te s, In c.

No. REVISIONS DATE BY

L-00LS 591 PLANTING NOTES

GENERAL LANDSCAPE SPECIFICATIONS AND NOTES

1.01 SCOPE OF WORK

A. THE WORK CONSISTS OF: FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, AND ANY OTHER

APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT AS SHOWN ON THE DRAWINGS, AS INCLUDED IN THE PLANT LIST, AND AS HEREIN SPECIFIED.

B. WORK SHALL INCLUDE MAINTENANCE AND WATERING OF ALL CONTRACT PLANTING AREAS UNTIL CERTIFICATION OF ACCEPTABILITY BY

THE OWNER, INCLUDING TEMPORARY GRASS AREAS.

C. THE CONTRACTOR SHALL CONTACT THE OWNER AND FLORIDA ONE CALL, TWO (2) FULL BUSINESS DAYS PRIOR TO THE BEGINNING OF

WORK.

D. THE CITY MUST APPROVE ALL WORK HOURS AND LANE CLOSURE REQUESTS AT LEAST TWO (2) FULL WORKING DAYS IN ADVANCE OF THE START OF ANY SUCH WORK ON A LOCATION BY LOCATION BASIS. THE INDIVIDUAL(S) INSTALLING THE MAINTENANCE OF TRAFFIC SETUP SHALL HAVE COMPLETED A FDOT APPROVED WORK ZONE TRAFFIC CONTROL TRAINING COURSE. DOCUMENTATION SHALL BE FURNISHED

TO THE CITY AT THE PRE-CONSTRUCTION MEETING OR PRIOR TO START OF WORK.

E. ALL LANDSCAPE MATERIAL SHALL BE INSTALLED AND MAINTAINED IN A MANNER WHEREBY TRAFFIC CONTROL SIGNAGE AND DEVICES

ARE VISIBLE TO MOTORISTS AND PEDESTRIANS.

F. IT IS THE GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR RESPONSIBILITY TO BE FAMILIAR WITH ALL CONSTRUCTION DOCUMENTS AND SPECIFICATIONS ASSOCIATED WITH THE OVERALL PROJECT SCOPE OF WORK SO AS TO APPROPRIATELY PHASE THEIR

WORK AND AVOID INSTANCES OF DAMAGE AND PROJECT DELAYS.

1.02 PROTECTION OF EXISTING STRUCTURES

A. ALL EXISTING BUILDINGS, WALKS, WALLS, PAVING, PIPING, OTHER SITE CONSTRUCTION ITEMS, AND PLANTING ALREADY COMPLETED OR

ESTABLISHED SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALL DAMAGE RESULTING FROM NEGLIGENCE SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AND AT NO COST TO THE OWNER.

B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL NECESSARY BMP DEVICES ACCORDING TO FDOT, COUNTY, OR CITY

STANDARDS THROUGH THE DURATION OF ALL CONSTRUCTION ACTIVITIES.

C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO EXCAVATION. THE OWNER AND DESIGN PROFESSIONAL SHALL NOT BE RESPONSIBLE FOR THE ACCURACY AND COMPLETENESS OF ANY SUCH INFORMATION OR DATA, AND THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. THE COST OF COMPLIANCE WITH THIS SECTION WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN

WRITING AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION.

1.03 PROTECTION OF EXISTING PLANT MATERIALS OUTSIDE LIMIT OF WORK

A. ALL TREE REMOVALS OR TREE PRUNING SHALL BE COORDINATED WITH AND APPROVED BY URBAN FORESTER OR LOCAL ARBORIST

HAVING JURISDICTION.

B. TEMPORARY FENCING SHALL BE INSTALLED DURING CONSTRUCTION AROUND ALL TREES THAT ARE SCHEDULE TO REMAIN TO PREVENT

DAMAGE TO THE TREE. FENCING SHALL BE PLACED AT THE DRIPLINE OF THE TREE. IF NOT POSSIBLE TO LOCATED FENCING AT THE DRIPLINE, FENCING SHALL BE LOCATED OUTSIDE OF THE CRITICAL ROOT ZONE (CRZ). THE CRZ IS THE DIAMETER OF THE TREE MEASURED IN INCHES AS 4 12 FT ABOVE THE GROUND (DBH). THE MEASUREMENT IS DIVIDED IN HALF AND CONVERTED TO FEET. (E.G. A TREE WITH A 12 INCH DBH HAS A 6' CRZ.) THE CRZ EXTENDS IN ALL DIRECTIONS FROM THE BASE OF THE TRUNK. THIS IS TO PROTECT THE TRUNK AND BASE OF THE TREE FROM DAMAGE DURING CONSTRCTION. CONTRACTOR SHOULD CONTACT THE LOCAL URBAN FORESTER

OR ARBORIST HAVING JURISDICTION WITH ANY QUESTIONS REGARDING CRITICAL ROOT ZONE.

C. NO TREE ROOTS, PARTICULARLY THOSE 3 INCHES IN DIAMETER OR LARGER, SHALL BE CUT WITHIN THE CRITICAL ROOT ZONE WITHOUT APPROVAL BY THE LOCAL URBAN FORESTER OR ARBORIST HAVING JURISDICTION AND ALL ROOTS ON THE TREE IN THE PROJECT AREA

THAT REQUIRE CUTTING SHALL BE CLEAN CUT WITH A SHARP CUTTING TOOL.

D. ALL WORK DONE UNDER THE DRIPLINE OF THE TREES SHALL BE HAND DUG TO A DEPTH OF 24 INCHES BEFORE MECHANICAL EQUIPMENT

MAY BE USED.

E. VEHICLES, HEAVY EQUIPMENT, OR CONSTRUCTION MATERIALS SHALL NOT BE STORED OR PARKED UNDER THE DRIPLINE OF EXISTING

TREES.

F. BORE PITS AND SPLICE PITS SHALL BE LOCATED OUTSIDE OF THE DRIPLINE OF EXISTING TREES WHEN POSSIBLE. IF IT IS NOT POSSIBLE TO LOCATE BORE PITS AND SPLICE PITS OUTSIDE OF THE DRIP LINE, THE BORE PITS AND SPLICE PITS SHALL BE OUTSIDE OF THE CRZ OF

EXISTING TREES.

1.04 MATERIALS

A. GENERAL

MATERIAL SAMPLES LISTED BELOW SHALL BE SUBMITTED FOR APPROVAL, ON SITE OR AS DETERMINED BY THE LANDSCAPE ARCHITECT.

UPON APPROVAL, DELIVERY OF MATERIALS MAY COMMENCE.

MATERIAL SAMPLE SIZE

MULCH ONE (1) CUBIC FOOT

SOIL MIXTURE ONE (1) CUBIC FOOT

TOPSOIL MIX ONE (1) CUBIC FOOT

PLANTS ONE (1) OF EACH VARIETY (OR TAGGED IN NURSERY)

B. PLANT MATERIALS

1. PLANT SPECIES AND SIZE SHALL CONFORM TO THOSE INDICATED ON THE DRAWINGS. ALL NURSERY STOCK SHALL BE IN ACCORDANCE

WITH GRADES AND STANDARDS AS SET FORTH IN ANSI Z60.1-2014-AMERICAN STANDARD FOR NURSERY STOCK. ALL PLANTS SHALL BE HEALTHY, VIGOROUS, SOUND, WELL-BRANCHED, AND FREE OF DISEASE AND INSECTS, INSECT EGGS AND LARVAE AND SHALL HAVE ADEQUATE ROOT SYSTEMS. TREES FOR PLANTING IN ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE OWNER. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE PLANTS FURNISHED SHALL BE NORMAL FOR THE VARIETY. PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY WITH APPROVAL FROM OWNER OR LANDSCAPE ARCHITECT. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN PERMISSION FROM THE LANDSCAPE ARCHITECT.

2. MEASUREMENTS: THE HEIGHT AND/OR WIDTH OF TREES SHALL BE MEASURED FROM THE GROUND OR ACROSS THE NORMAL SPREAD OF BRANCHES WITH THE PLANTS IN THEIR NORMAL POSITION. THIS MEASUREMENT SHALL NOT INCLUDE THE IMMEDIATE TERMINAL GROWTH. PLANTS LARGER IN SIZE THAN THOSE SPECIFIED IN THE PLANT LIST MAY BE USED IF APPROVED BY THE OWNER. IF THE USE OF LARGER PLANTS IS APPROVED, THE ROOTBALL OR SPREAD OF ROOTS SHALL BE INCREASED IN PROPORTION TO THE SIZE OF THE

PLANT.

3. INSPECTION: PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF GROWTH, OR UPON DELIVERY TO THE SITE, AS DETERMINED BY THE OWNER, FOR QUALITY, SIZE, AND VARIETY; SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND REJECTION AT THE SITE DURING PROGRESS OF THE WORK OR AFTER COMPLETION FOR SIZE AND CONDITION OF ROOT BALLS OR ROOTS, LATENT DEFECTS OR INJURIES. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE. NOTICE REQUESTING INSPECTION SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR AT LEAST ONE (1) WEEK PRIOR TO ANTICIPATED DATE.

1.05 SOIL MIXTURE (PLANTING MEDIUM, PLANTING MIX, TOPSOIL MIX)

A. SOIL MIXTURE (PLANTING MEDIUM FOR PLANT PITS) SHALL CONSIST OF 13 LOOSE COMPOST (NO GREATER THAN 1" SIV), 13 PEAT AND 13

SAND, AS DESCRIBED BELOW, AND 2/3 TOPSOIL AS DESCRIBED BELOW.

B. TOPSOIL FOR USE IN PREPARING SOIL MIXTURE FOR BACKFILLING PLANT PITS SHALL BE FERTILE, FRIABLE, AND OF A LOAMY CHARACTER;

REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH WEEDS AND OTHER LITTER; FREE OF ROOTS, STUMPS, STONES LARGER THAN 1" IN ANY DIRECTION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. IT SHALL CONTAIN THREE (3) TO FIVE (5) PERCENT DECOMPOSED ORGANIC MATTER AND A PH BETWEEN 5.5 AND 7.0 - SUBMIT SAMPLE AND PH TESTING RESULTS FOR APPROVAL.

C. SAND SHALL BE COARSE, CLEAN, WELL-DRAINING, NATIVE SAND. CONTRACTOR SHALL SUBMIT RESULTS OF SOIL TESTS FOR TOPSOIL

AND SAND PROPOSED FOR APPROVAL BY THE OWNER.

D. CONTRACTOR TO SUBMIT SAMPLES OF SOIL MIXTURE FOR OWNER'S REPRESENTATIVE APPROVAL PRIOR TO PLANT INSTALLATION

OPERATIONS COMMENCING.

1.06 WATER

A. WATER NECESSARY FOR PLANTING AND MAINTENANCE SHALL BE OF SATISFACTORY QUALITY TO SUSTAIN ADEQUATE PLANT GROWTH

AND SHALL NOT CONTAIN HARMFUL, NATURAL OR MAN-MADE ELEMENTS DETRIMENTAL TO PLANTS. WATER MEETING THE ABOVE STANDARD SHALL BE OBTAINED ON THE SITE FROM THE OWNER, IF AVAILABLE, AND THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ARRANGEMENTS FOR ITS USE BY HIS TANKS, HOSES, SPRINKLERS, ETC. IF SUCH WATER IS NOT AVAILABLE AT THE SITE, THE CONTRACTOR SHALL PROVIDE SATISFACTORY WATER FROM SOURCES OFF THE SITE AT NO ADDITIONAL COST TO THE OWNER.

* WATERING/IRRIGATION RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY.

1.07 FERTILIZER

A. CONTRACTOR SHALL PROVIDE FERTILIZER APPLICATION SCHEDULE TO OWNER, AS APPLICABLE TO SOIL TYPE, PLANT INSTALLATION

TYPE, AND SITE'S PROPOSED USE. SUGGESTED FERTILIZER TYPES SHALL BE ORGANIC OR OTHERWISE NATURALLY-DERIVED.

* FERTILIZER RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY.

1.08 MULCH

A. MULCH MATERIAL SHALL BE MOISTENED AT THE TIME OF APPLICATION TO PREVENT WIND DISPLACEMENT, AND APPLIED AT A DEPTH OF

THREE (3) INCHES FOR ALL PLANTINGS AS NOTED. MULCH AT ALL PLANTING BEDS SHALL BE PINE-STRAW MULCH.

1.09 DIGGING AND HANDLING

A. PROTECT ROOTS OR ROOT BALLS OF PLANTS AT ALL TIMES FROM SUN, DRYING WINDS, WATER AND FREEZING AS NECESSARY UNTIL PLANTING. PLANT MATERIALS SHALL BE ADEQUATELY PACKED TO PREVENT DAMAGE DURING TRANSIT.

B. BALLED AND BURLAPPED PLANTS (B&B) SHALL BE DUG WITH FIRM, NATURAL BALLS OF SOIL OF SUFFICIENT SIZE TO ENCOMPASS THE FIBROUS AND FEEDING ROOTS OF THE PLANTS. NO PLANTS MOVED WITH A ROOT BALL SHALL BE PLANTED IF THE BALL IS CRACKED OR

BROKEN. PLANTS SHALL NOT BE HANDLED BY STEMS.

C. EXCAVATION OF TREE PITS SHALL BE PERFORMED USING EXTREME CARE TO AVOID DAMAGE TO SURFACE AND SUBSURFACE ELEMENTS SUCH AS UTILITIES OR HARDSCAPE ELEMENTS, FOOTERS AND PREPARED SUB-BASES. ALL TREES SHALL BE PLANTED AS INDICATED ON

DRAWINGS. COORDINATE WITH PLANTING DETAILS FOR EXACT DEPTH OF PLANTING SOIL.

1.10 CONTAINER GROWN STOCK

A. ALL TREES SPECIFIED SHALL BE BALL AND BURLAP, UNLESS OTHERWISE APPROVED BY LANDSCAPE ARCHITECT.

B. ALL SHRUB SPECIES SHALL BE CONTAINER GROWN.

C. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL-ROOTED PLANTS ESTABLISHED IN THE CONTAINER IN WHICH

THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH ARE OF GOOD QUALITY AND ARE IN A HEALTHY GROWING CONDITION.

D. AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER

SUFFICIENTLY LONG ENOUGH FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. CONTAINER GROWN STOCK SHALL NOT BE HANDLED BY THEIR STEMS.

E. PLANT ROOTS BOUND IN CONTAINERS ARE NOT ACCEPTABLE.

1.11 MATERIALS LIST

A. QUANTITIES NECESSARY TO COMPLETE THE WORK ON THE DRAWINGS SHALL BE FURNISHED BY THE CONTRACTOR. QUANTITY ESTIMATES HAVE BEEN MADE CAREFULLY, BUT THE LANDSCAPE ARCHITECT OR OWNER ASSUMES NO LIABILITY FOR OMISSIONS OR ERRORS. SHOULD A DISCREPANCY OCCUR BETWEEN THE PLANS AND THE PLANT LIST QUANTITY, THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED FOR CLARIFICATION PRIOR TO BIDDING OR INSTALLATION. ALL DIMENSIONS AND/OR SIZES SPECIFIED SHALL BE THE

MINIMUM ACCEPTABLE SIZE.

1.12 FINE GRADING

A.FINE GRADING UNDER THIS CONTRACT SHALL CONSIST OF FINAL FINISHED GRADING OF LAWN AND PLANTING AREAS THAT HAVE BEEN

DISTURBED DURING CONSTRUCTION.

B. THE CONTRACTOR SHALL FINE GRADE THE LAWN AND PLANTING AREAS TO BRING THE ROUGH GRADE UP TO FINAL FINISHED GRADE

ALLOWING FOR THICKNESS OF SOD AND/OR MULCH DEPTH. CONTRACTOR SHALL FINE GRADE BY HAND AND/OR WITH ALL EQUIPMENT NECESSARY INCLUDING A GRADING TRACTOR WITH FRONT-END LOADER FOR TRANSPORTING SOIL WITHIN THE SITE.

C. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED FOR POSITIVE DRAINAGE TO SURFACE/SUBSURFACE STORM DRAIN SYSTEMS.

AREAS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THE BUILDINGS. REFER TO GRADING PLAN FOR FINAL GRADES, IF

APPLICABLE.

1.13 PLANTING PROCEDURES

A. CLEANING UP BEFORE COMMENCING WORK: THE CONTRACTOR SHALL CLEAN WORK AND SURROUNDING AREAS OF ALL RUBBISH OR

OBJECTIONABLE MATTER DAILY. ALL MORTAR, CEMENT, AND TOXIC MATERIAL SHALL BE REMOVED FROM THE SURFACE OF ALL PLANT BEDS. THESE MATERIALS SHALL NOT BE MIXED WITH THE SOIL. SHOULD THE CONTRACTOR FIND SUCH SOIL CONDITIONS BENEATH THE SOIL WHICH WILL IN ANY WAY ADVERSELY AFFECT THE PLANT GROWTH, CONTRACTOR SHALL IMMEDIATELY CALL IT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. FAILURE TO DO SO BEFORE PLANTING SHALL MAKE THE CORRECTIVE MEASURES THE

RESPONSIBILITY OF THE CONTRACTOR.

B. SUBGRADE EXCAVATION: THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL EXISTING AND IMPORTED LIMEROCK AND LIMEROCK SUB-BASE FROM ALL LANDSCAPE PLANTING AREAS TO A MINIMUM DEPTH OF 36" AT TREES AND 18" AT SHRUBS AND PERENNIALS.

CONTRACTOR IS RESPONSIBLE TO BACKFILL THESE PLANTING AREAS TO ROUGH FINISH GRADE WITH CLEAN SOIL MIXTURE.

C. VERIFY LOCATIONS OF ALL UTILITIES, CONDUITS, SUPPLY LINES AND CABLES, INCLUDING BUT NOT LIMITED TO: ELECTRIC, GAS (LINES AND TANKS), WATER, SANITARY SEWER, STORMWATER SYSTEMS, CABLE, AND TELEPHONE. PROPERLY MAINTAIN AND PROTECT

EXISTING UTILITIES.

D. FURNISH NURSERY'S CERTIFICATE OF COMPLIANCE WITH ALL REQUIREMENTS AS HEREIN SPECIFIED AND REQUIRED. INSPECT AND SELECT PLANT MATERIALS BEFORE PLANTS ARE DUG AT NURSERY OR GROWING SITE. PROVIDE PHOTOGRAPHS OF TREES TO

LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO SHIPPING FROM NURSERY.

E. GENERAL: COMPLY WITH APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS GOVERNING LANDSCAPE MATERIALS AND WORK. CONFORM TO ACCEPTED HORTICULTURAL PRACTICES AS USED IN THE TRADE. UPON ARRIVAL AT THE SITE, PLANTS SHALL BE THOROUGHLY WATERED AND PROPERLY MAINTAINED UNTIL PLANTED. PLANTS STORED ON-SITE SHALL NOT REMAIN UNPLANTED OR APPROPRIATELY "HEALED IN" FOR A PERIOD EXCEEDING TWENTY-FOUR (24) HOURS. AT ALL TIMES WORKMANLIKE METHODS CUSTOMARY

IN GOOD HORTICULTURAL PRACTICES SHALL BE EXERCISED.

F. THE WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. COORDINATE PLANTING WITH IRRIGATION WORK TO ASSURE AVAILABILITY OF WATER AND PROPER LOCATION OF IRRIGATION APPURTENANCES AND PLANTS.

G. ALL PLANTING PITS SHALL BE EXCAVATED TO SIZE AND DEPTH IN ACCORDANCE WITH ANSI Z60.1-2014 - AMERICAN STANDARD FOR NURSERY STOCK, UNLESS SHOWN OTHERWISE ON THE DRAWINGS, AND BACK FILLED WITH THE PREPARED PLANTING SOIL MIXTURE AS SPECIFIED IN SECTION 1.05. TEST ALL TREE PITS WITH WATER BEFORE PLANTING TO ASSURE PROPER DRAINAGE PERCOLATION IS AVAILABLE. NO ALLOWANCE WILL BE MADE FOR LOST PLANTS DUE TO IMPROPER DRAINAGE. TREES SHALL BE SET PLUMB AND HELD IN POSITION UNTIL THE PLANTING MIXTURE HAS BEEN FLUSHED INTO PLACE WITH A SLOW, FULL HOSE STREAM. ALL PLANTING SHALL BE PERFORMED BY PERSONNEL FAMILIAR WITH PLANTING PROCEDURES AND UNDER THE SUPERVISION OF A QUALIFIED LANDSCAPE

FOREMAN.

H. TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO BUILDINGS AND BUILDING STRUCTURES WHILE INSTALLING TREES.

I. SOIL MIXTURE SHALL BE AS SPECIFIED IN SECTION 1.05 OF THESE SPECIFICATIONS.

J. TREES AND SHRUBS SHALL BE SET STRAIGHT AT AN ELEVATION THAT, AFTER SETTLEMENT, THE PLANT CROWN WILL STAND ONE (1) TO

TWO (2) INCHES ABOVE GRADE. EACH PLANT SHALL BE SET IN THE CENTER OF THE PIT. PLANTING SOIL MIXTURE SHALL BE BACK FILLED, THOROUGHLY TAMPED AROUND THE BALL, AND SETTLED BY WATER (AFTER TAMPING).

K. SHRUBS AND GROUND COVER PLANTS SHALL BE EVENLY SPACED IN ACCORDANCE WITH THE DRAWINGS AND AS INDICATED ON THE PLANT LIST. MATERIALS INSTALLED SHALL MEET MINIMUM SPECIMEN REQUIREMENTS OR QUANTITIES SHOW ON PLANS, WHICHEVER IS GREATER. CULTIVATE ALL PLANTING AREAS TO A MINIMUM DEPTH OF 12", REMOVE AND DISPOSE ALL DEBRIS. COORDINATE WITH PLANTING DETAILS FOR EXACT DEPTH. MIX TOP 4" OF THE PLANTING SOIL MIXTURE AS SPECIFIED IN SECTION 1.05. THOROUGHLY WATER

ALL PLANTS AFTER INSTALLATION.

L. TREE BRACING SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE PLANS TO INSURE STABILITY AND MAINTAIN TREES IN AN UPRIGHT POSITION. IF THE CONTRACTOR AND OWNER DECIDE TO WAIVE THE TREE GUYING AND BRACING, THE OWNER SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT IN WRITING AND AGREE TO INDEMNIFY AND HOLD HARMLESS THE PROJECT LANDSCAPE ARCHITECT IN THE EVENT UNSUPPORTED TREES PLANTED UNDER THIS CONTRACT FALL AND DAMAGE PERSON OR PROPERTY.

M.HERBICIDE WEED CONTROL: ALL PLANT BEDS SHALL BE KEPT FREE OF NOXIOUS WEEDS UNTIL FINAL ACCEPTANCE OF WORK. IF DIRECTED BY THE OWNER, "ROUND-UP" SHALL BE APPLIED FOR WEED CONTROL BY QUALIFIED PERSONNEL TO ALL PLANTING AREAS IN SPOT APPLICATIONS PER MANUFACTURER'S PRECAUTIONS AND SPECIFICATIONS. PRIOR TO FINAL INSPECTION, TREAT ALL PLANTING BEDS WITH AN APPROVED PRE-EMERGENT HERBICIDE AT AN APPLICATION RATE RECOMMENDED BY THE MANUFACTURER (AS ALLOWED

BY JURISDICTIONAL AUTHORITY).

1.14 LAWN SODDING

A. THE WORK CONSISTS OF LAWN BED PREPARATION, SOIL PREPARATION, AND SODDING COMPLETE, IN STRICT ACCORDANCE WITH THE

SPECIFICATIONS AND THE APPLICABLE DRAWINGS TO PRODUCE A TURF GRASS LAWN ACCEPTABLE TO THE OWNER.

B. LAWN BED PREPARATION: ALL AREAS THAT ARE TO BE SODDED SHALL BE CLEARED OF ANY ROUGH GRASS, WEEDS, AND DEBRIS BY

MEANS OF A SOD CUTTER TO A DEPTH OF THREE (3) INCHES, AND THE GROUND BROUGHT TO AN EVEN GRADE. THE ENTIRE SURFACE SHALL BE ROLLED WITH A ROLLER WEIGHING NOT MORE THAN ONE-HUNDRED (100) POUNDS PER FOOT OF WIDTH. DURING THE ROLLING, ALL DEPRESSIONS CAUSED BY SETTLEMENT SHALL BE FILLED WITH ADDITIONAL SOIL, AND THE SURFACE SHALL BE REGRADED AND

ROLLED UNTIL PRESENTING A SMOOTH AND EVEN FINISH TO THE REQUIRED GRADE.

C. SOIL PREPARATION: PREPARE LOOSE BED SIX (6) INCHES DEEP. HAND RAKE UNTIL ALL BUMPS AND DEPRESSIONS ARE REMOVED. WET

PREPARED AREA THOROUGHLY.

D. SODDING

1. THE CONTRACTOR SHALL SOD ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS NOT COVERED BY HARDSCAPE OR VEGETATIVE

MATERIAL, UNLESS SPECIFICALLY NOTED OTHERWISE.

2. SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDED LAWN AREA. SOD SHALL BE LAID UNIFORMLY

AGAINST THE EDGES OF ALL CURBS AND OTHER HARDSCAPE ELEMENTS, PAVED AND PLANTED AREAS. IMMEDIATELY FOLLOWING SOD LAYING, THE LAWN AREAS SHALL BE ROLLED WITH A LAWN ROLLER CUSTOMARILY USED FOR SUCH PURPOSES, AND THEN THOROUGHLY IRRIGATED. IF, IN THE OPINION OF THE OWNER, TOP-DRESSING IS NECESSARY AFTER ROLLING TO FILL THE VOIDS BETWEEN THE SOD PANELS AND TO EVEN OUT INCONSISTENCIES IN THE SOD, CLEAN SAND, AS APPROVED BY THE OWNER'S REPRESENTATIVE, SHALL BE UNIFORMLY SPREAD OVER THE ENTIRE SURFACE OF THE SOD AND THOROUGHLY WATERED IN. FERTILIZE

INSTALLED SOD AS ALLOWED BY PROPERTY'S JURISDICTIONAL AUTHORITY.

3. DURING DELIVERY, PRIOR TO, AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD PANELS SHALL AT ALL TIMES BE PROTECTED FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE ROOTS TO THE SUN. ALL SOD SHALL BE STACKED SO AS NOT TO BE

DAMAGED BY SWEATING OR EXCESSIVE HEAT AND MOISTURE.

E. LAWN MAINTENANCE

1. WITHIN THE CONTRACT LIMITS, THE CONTRACTOR SHALL PRODUCE A DENSE, WELL ESTABLISHED LAWN. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE REPAIR AND RE-SODDING OF ALL ERODED, SUNKEN OR BARE SPOTS (LARGER THAN 12"X12") UNTIL CERTIFICATION OF ACCEPTABILITY BY THE OWNER'S REPRESENTATIVE. REPAIRED SODDING SHALL BE ACCOMPLISHED AS IN THE

ORIGINAL WORK (INCLUDING RE-GRADING IF NECESSARY).

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SOD/LAWN UNTIL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. PRIOR TO AND UPON ACCEPTANCE, CONTRACTOR TO PROVIDE WATERING/IRRIGATION SCHEDULE TO OWNER.

OBSERVE ALL APPLICABLE WATERING RESTRICTIONS AS SET FORTH BY THE PROPERTY'S JURISDICTIONAL AUTHORITY.

1.15 CLEANUP

A. UPON COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE BROOM-CLEANED AND THE SITE LEFT IN A NEAT AND

ACCEPTABLE CONDITION AS APPROVED BY THE OWNER'S REPRESENTATIVE.

1.16 PLANT MATERIAL MAINTENANCE

A. ALL PLANTS AND PLANTING INCLUDED UNDER THIS CONTRACT SHALL BE MAINTAINED BY WATERING, CULTIVATING, SPRAYING, AND ALL

OTHER OPERATIONS (SUCH AS RE-STAKING OR REPAIRING GUY SUPPORTS) NECESSARY TO INSURE A HEALTHY PLANT CONDITION BY THE CONTRACTOR UNTIL CERTIFICATION OF ACCEPTABILITY BY THE OWNER'S REPRESENTATIVE.

1.17 FINAL INSPECTION AND ACCEPTANCE OF WORK

A.FINAL INSPECTION AT THE END OF THE WARRANTY PERIOD SHALL BE ON PLANTING, CONSTRUCTION AND ALL OTHER INCIDENTAL WORK

PERTAINING TO THIS CONTRACT. ANY REPLACEMENT AT THIS TIME SHALL BE SUBJECT TO THE SAME ONE (1) YEAR WARRANTY MINIMUM (OR AS SPECIFIED BY THE LANDSCAPE ARCHITECT OR OWNER IN WRITING) BEGINNING WITH THE TIME OF REPLACEMENT AND ENDING

WITH THE SAME INSPECTION AND ACCEPTANCE HEREIN DESCRIBED.

1.18 WARRANTY

A. THE LIFE AND SATISFACTORY CONDITION OF ALL PLANT MATERIAL INSTALLED (INCLUDING SOD) BY THE LANDSCAPE CONTRACTOR SHALL

BE WARRANTIED BY THE CONTRACTOR FOR A MINIMUM OF ONE (1) CALENDAR YEAR COMMENCING AT THE TIME OF CERTIFICATION OF

ACCEPTABILITY BY THE OWNER'S REPRESENTATIVE.

B. REPLACEMENT: ANY PLANT NOT FOUND IN A HEALTHY GROWING CONDITION DURING THE WARRANTY PERIOD SHALL BE REMOVED FROM THE SITE AND REPLACED WITHIN TEN (10) DAYS OF NOTICE, OR BETWEEN SEPTEMBER-NOVEMBER, MARCH-MAY. ALL REPLACEMENTS SHALL BE PLANTS OF THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND MULCHED AS

SPECIFIED AT NO ADDITIONAL COST TO THE OWNER.

C. IN THE EVENT THE OWNER DOES NOT CONTRACT WITH THE CONTRACTOR FOR LANDSCAPE MAINTENANCE, THE CONTRACTOR IS ENCOURAGED TO VISIT THE PROJECT SITE PERIODICALLY DURING THE ONE (1) YEAR WARRANTY PERIOD TO EVALUATE MAINTENANCE PROCEDURES BEING PERFORMED BY THE OWNER, AND SHALL NOTIFY THE OWNER IN WRITING OF MAINTENANCE PROCEDURES OR CONDITIONS WHICH THREATEN VIGOROUS AND HEALTHY PLANT GROWTH. IT IS SUGGESTED SUCH SITE VISITS SHALL BE CONDUCTED A MINIMUM OF ONCE PER MONTH FOR A PERIOD OF TWELVE (12) MONTHS FROM THE DATE OF ACCEPTANCE.

SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE ROOT CONDITION

TREES

QV 2 Quercus virginiana `Cathedral` / Live Oak 9" CAL. / 20' HT. MIN. B&B or Container Matching; Full Canopy

SHRUBS

CA 10 Callicarpa americana / American Beautyberry 30" Min. Ht. Container Matching; Full to Ground

IS 27 Ilex glabra 'Shamrock' / Shamrock Inkberry Holly 24" Min. Ht. Container Matching; Full to Ground

LY 19 Leucophyllum frutescens 'Baby Yoda' / Baby Yoda Texas Sage 16"-20" HT Container Matching; Full to Ground

MC 12 Myrica cerifera / Wax Myrtle 48" HT Container Matching; Full to Ground

SM 26 Sabal minor / Dwarf Palmetto 30" Min. Ht. Matching Specimen

PLANT SCHEDULE

This item has been digitally signed and sealed by

EXISTING TREE TO BE PRESERVED, TYP.

PROVIDE PROTECTIVE FENCING PER

PLANTING NOTES AS SPECIFIED

REFER ALSO TO DEMOLITION PLANS

NEW SITE MATERIALS AND UTILITY

DESIGN REFER TO SITE PLAN THIS SET

NEW SITE MATERIALS AND UTILITY

DESIGN REFER TO SITE PLAN THIS SET

NEW DRIVEWAY

REFER TO SITE PLAN

PRIMARY SCREENING /PLANTING AREA

FDOT ROW / CITY JURISDICTIONAL BOUNDARY

IS

CA

LY

QV

IS

SM

LY

MC

QV

MC

SM

IS

MC

PROPOSED SERVICE LINE

POLE FOR SITE POWER

(SEE SHEET E-02)

EGLIN PARKWAY LIFT STATION 591

REPLACEMENT

PREPARED FOR

OKALOOSA COUNTY WATER

FLORIDAOKALOOSA COUNTY

KHA PROJECT

014833001

DATE

JUNE 2026

SCALE: AS SHOWN

DESIGNED BY: BAJ

DRAWN BY: EPS

CHECKED BY: CHS

SHEET NUMBER

2026 KIMLEY-HORN AND ASSOCIATES, INC.

11 N. WATER STREET, RSA BATTLE HOUSE TOWER, SUITE 9290 MOBILE, AL 36602

PHONE: (251) 751-2527

WWW.KIMLEY-HORN.COM

Th is do cu m en t, to ge th er w ith th e co nc ep ts a nd d es ig ns p re se nt ed h er ei n, a s an in st ru m en t o f s er vic e, is in te nd ed o nl y fo r t he s pe cif ic pu rp os e an d cli en t f or w hi ch it w as p re pa re d.

R eu se o f a nd im pr op er re lia nc e on th is do cu m en t w ith ou t w rit te n au th or iza tio n an d ad ap ta tio n by K im le y- Ho rn a nd A ss oc ia te s, In c.

s ha ll b e wi th ou t l ia bi lity to K im le y- Ho rn a nd A ss oc ia te s, In c.

No. REVISIONS DATE BY

NORTH

NOTES:

1. REFER TO NOTES AND DETAILS ON PLANTING

SHEETS

2. ALL PLANT MATERIAL MUST BE WATERED

THROUGH ESTABLISHMENT PERIOD.

L-01LS 591 PLANTING PLAN

This item has been digitally signed and sealed by

PREPARED FOR

OKALOOSA COUNTY WATER

FLORIDAOKALOOSA COUNTY

KHA PROJECT

014833001

DATE

JUNE 2026

SCALE: AS SHOWN

DESIGNED BY: BAJ

DRAWN BY: EPS

CHECKED BY: CHS

SHEET NUMBER

2026 KIMLEY-HORN AND ASSOCIATES, INC.

11 N. WATER STREET, RSA BATTLE HOUSE TOWER, SUITE 9290 MOBILE, AL 36602

PHONE: (251) 751-2527

WWW.KIMLEY-HORN.COM

Th is do cu m en t, to ge th er w ith th e co nc ep ts a nd d es ig ns p re se nt ed h er ei n, a s an in st ru m en t o f s er vic e, is in te nd ed o nl y fo r t he s pe cif ic pu rp os e an d cli en t f or w hi ch it w as p re pa re d.

R eu se o f a nd im pr op er re lia nc e on th is do cu m en t w ith ou t w rit te n au th or iza tio n an d ad ap ta tio n by K im le y- Ho rn a nd A ss oc ia te s, In c.

s ha ll b e wi th ou t l ia bi lity to K im le y- Ho rn a nd A ss oc ia te s, In c.

No. REVISIONS DATE BY

L-02LS 591 PLANTING DETAILS

4 LANDSCAPE BED PLANTING DETAIL

NTS

NOTES:

B&B MATERIAL

1. REMOVE ALL SYNTHETIC STRAP AND SYNTHETIC BURLAP FROM ROOTBALL

2. REMOVE 34 OF BURLAP FROM TOP OF ROOT BALL COVERING

3. REMOVE TOP 12 OF WIRE BASKET (IF PRESENT)

4. DO NOT INSTALL MULCH WITHIN 6" OF MAIN TRUNK OF STEM

CONTAINER MATERIAL

1. REMOVE CONTAINER FROM AROUND PLANT PRIOR TO PLANTING

2. BREAK UP ANY CIRCLING OR BINDING ROOTS

3. SCARIFY SIDE OF ROOTBALL

4. DO NOT INSTALL MULCH WITHIN 6" OF TRUNK FLARE

1. TOP OF SHRUB ROOTBALLS TO BE

PLANTED 1" - 2" HIGH WITH SOIL

MOUNDING UP TO THE TOP OF

ROOTBALL.

2. WHEN USED IN MASSES- PRUNE ALL

SHRUBS TO ACHIEVE A UNIFORM

MASS/HEIGHT

3. 3" MINIMUM OF SHREDDED HARDWOOD

MULCH COMPACTED OR AS SPECIFIED.

4. EXCAVATE ENTIRE BED SPECIFIED FOR

GROUNDCOVER BED.

5. 4" MINIMUM OF TOPSOIL TO BRING TO

FINISHED GRADE (SEE GRADING

PLAN).

6. PREPARED PLANTING SOIL MIX AS

SPECIFIED. NOTE: WHEN GROUND-

COVERS AND SHRUBS USED IN

MASSES ENTIRE BED TO BE AMENDED

WITH PLANTING SOIL MIX AS

SPECIFIED.

7. SCARIFY ROOTBALL SIDES AND

BOTTOM.

8. CUT BACK SLOPE TO PROVIDE A

LEVEL/FLAT SURFACE FOR PLANTING.

1 2 3 4 5

4"

12"

TYP. SECTION

PLAN

BEST FACE OF SHRUB/

GROUNDCOVER TO FACE

FRONT OF PLANTING BED.

REFER TO PLANT

SCHEDULE FOR SPACING

TY

P. 6

5 SHRUB/GROUNDCOVER PLANTED ON SLOPE

NTS

ANNUAL / PERENNIAL, AND SHRUB BED PREP.

SCALE: NTS

1. REFER TO SPECIFICATIONS FOR FERTILIZATION REQUIREMENTS.

12"

SET CROWN OF PLANTS

2" ABOVE FINISHED GRADE

MULCH

LIGHTLY SCARIFY

ROOT & SOIL MASS

SPECIFIED SOIL MIX

X "

OC OC

2/ 3 X

2/ 3 X

NOTE:

1. 'X'= TYP. ON CENTER SPACING AS SHOWN ON

PLANT SCHEDULE

2. ALL ROWS TO BE STRAIGHT AND PARALLEL

TYPICAL STAGGERED HEDGE PLANTING BED SPACING

SCALE: NTS

LANDSCAPE OR

HARDSCAPE

PINESTRAW MULCH

3" WIDE TRENCH EDGE

OR BACK OF CURB

TYPICAL TREE PLANTING

NTSSCALE:

TREE PLANTING NOTES & PROCEDURES

1. EXCAVATE TREE PIT TO A DEPTH EQUAL TO DEPTH OF ROOTBALL PLUS 24", AND A WIDTH EQUAL TO

TWO (2) TIMES THE DIAMETER OF THE ROOTBALL.

2. FILL TREE PIT WITH WATER AND CONFIRM PERCOLATION RATE. (NOTIFY LANDSCAPE ARCHITECT IF

POOR DRAINAGE CON DITIONS EXIST.)

3. INSTALL TREE PER DETAIL AVOIDING DAMAGE TO ROOTBALL OR TREE TRUNK.

4. ADD SPECIFIED FERTILIZER TABLETS & MYCORRHIZAL TRANSPLANT INOCULANT.

5. REMOVE BURLAP ON TOP 1/3 OF TREE ROOTBALL. REMOVE BURLAP ON TOP 1/3 OF TREE ROOTBALL.

6. IMMEDIATELY SOAK TREE PIT WITH WATER AND REMOVE ANY AIR POCKETS THAT MAY HAVE

OCCURRED DURING BACKFILLING.

H

EI

G H

T

SPREAD

POLY STRAP & GUY WIRE

PRUNE BRANCHES IF BROKEN

OR DAMAGED

TREE SHALL BE 2-3" ABOVE

FINISHED GRADE

3" MULCH AS SPECIFIED

PLANTING TABLETS OR

FERTILIZER MIX (SEE

SPECIFICATION)

EARTH SAUCER

12" MIN. COMPACTED CULTIVATED

SUB-SOIL. REMOVE

IMPERVIOUS DEBRIS

2"x2"x6' PINE STAKES

SPECIFIED SOIL MIX

1. 4" MINIMUM OF HARDWOOD BARK

MULCH COMPACTED OR AS

SPECIFIED.

3. 4" MINIMUM OF TOPSOIL TO BRING TO

FINISHED GRADE (SEE GRADING PLAN).

4. TOP OF ROOTBALL MIN. 1" ABOVE

FINISHED GRADE

5. B&B OR CONTAINERIZED (SEE

SPECIFICATIONS FOR ROOT BALL

REQUIREMENTS).

6. PREPARE PLANTING SOIL MIX AS SPECIFIED.

7. ROOTBALLS GREATER THAN 24" DIAMETER

SHALL BE PLACED ON MOUND OF UNDISTURBED

SOIL TO PREVENT SETTLING ROOTBALLS

SMALLER THAN 24" IN DIA. MAY SIT ON

COMPACTED EARTH.

9. 3" HIGH SOIL BERM TO HOLD WATER.

8. UNDISTURBED SUBSOIL

TY

P.

6"

ROOTBALL AND TRUNK

MULCH/ TOPSOIL BACKFILL

TREE STABILIZATION AND

FERTILIZATION SYSTEM

PLAN

SECTION

NOTES:

A. FINAL TREE STAKING DETAILS AND

PLACEMENT TO BE APPROVED BY

OWNER.

B. REMOVE BURLAP, WIRE AND STRAPS

(ANYTHING THAT COULD GIRDLE TREE

OR RESTRICT ROOT GROWTH) ON UPPER

1/3 OF ROOTBALL.

C. SEE LANDSCAPE NOTES FOR THE TYPE OF

MULCH MATERIAL TO USE.

D. PRUNE TREE AS DIRECTED BY LANDSCAPE

ARCHITECT.

E. BRANCHING HEIGHT TO A.A.N.

STANDARDS.

10. TREE WRAP

11. CUT BACK SLOPE TO PROVIDE A FLAT

SURFACE FOR PLANTING.

12"

TYP.

2. STAKE SIZE SHALL BE ONE SIZE HIGHER THAN

REQUIRED FOR SIZE OF TREE. REFER TO

SITEWORK SPECIFICATIONS FOR APPROVED

MATERIALS AND INSTALLATION REQUIREMENTS.

USE GUY WIRE (W/ FLAGGING) IN WINDY

CONDITIONS WHEN NECESSARY.

GUY WIRES TO

BE TIED TO

BURLAP WHICH

IS TIED SNUGLY

AROUND

TRUNK OF

TREE (3 WRAPS

MIN.).

TREE PLANTING ON MAX. 3:1 SLOPE

NTS

+/-36"

VARIES

BACKFILL WITH 12" - 34" GRAVEL.

DEPTH TO MEET EXISTING

SAND LAYER FOR PERCOLATION

AUGERED HOLE DEPTH TO

PENETRATE THROUGH OCCLUDING LAYER

TO A DEPTH ASSURING PROPER

PERCOLATION

12" OF CLEAN SAND, COMPACTED. ADJUST

LAYER THICKNESS SO THAT TOP OF ROOT

FLARE IS 1"-2" ABOVE FINISH GRADE

FILTER CLOTH (SEE SPECIFICATIONS

FOR MANUFACTURER AND RECOMMENDED

INSTALLATION INSTRUCTIONS)

FINISH GRADE

BACKFILL WITH PREPARED

PLANTING SOIL AS SPECIFIED

WATER TABLE (DEPTH VARIES)

AUGERED HOLE TO PENETRATE

THROUGH OCCLUDING LAYER TO

A DEPTH ASSURING PROPER

PERCOLATION

LIMITS OF TREE/ SHRUB PIT

(H.P.)

SLOPE BOTTOM OF

PLANTING PIT TO DRAIN

FINAL TREE PLACEMENT TO BE APPROVED BY

OWNER'S REPRESENTATIVE AND COORDINATED

WITH THE COUNTY INSPECTOR.

CONTRACTOR SHALL ASSURE PERCOLATION OF

ALL PLANTING PITS PRIOR TO INSTALLATION.

FILL THE EXCAVATED TREE PIT WITH AN AMOUNT OF

WATER EQUAL TO THE DEPTH OF THE TREE PIT. WATER

SHALL PERCOLATE AT A RATE OF ONE INCH PER HOUR

UNTIL THE TREE PIT IS DEVOID OF STANDING WATER. IF

STANDING WATER REMAINS AFTER TWENTY FOUR

HOURS CONTACT LANDSCAPE ARCHITECT.

PLANTING IN POOR SOILS

NTS

ROOTBALL 3.

2.

1.

NOTE:

SECTION VIEW

7 This item has been digitally signed and sealed by

PREPARED FOR

OKALOOSA COUNTY WATER

FLORIDAOKALOOSA COUNTY

KHA PROJECT

014833001

DATE

JUNE 2026

SCALE: AS SHOWN

DESIGNED BY: GNH

DRAWN BY: JTM

CHECKED BY: RMM

SHEET NUMBER

2026 KIMLEY-HORN AND ASSOCIATES, INC.

11 N. WATER STREET, RSA BATTLE HOUSE TOWER, SUITE 9290 MOBILE, AL 36602

PHONE: (251) 751-2527

WWW.KIMLEY-HORN.COM

Th is do cu m en t, to ge th er w ith th e co nc ep ts a nd d es ig ns p re se nt ed h er ei n, a s an in st ru m en t o f s er vic e, is in te nd ed o nl y fo r t he s pe cif ic pu rp os e an d cli en t f or w hi ch it w as p re pa re d.

R eu se o f a nd im pr op er re lia nc e on th is do cu m en t w ith ou t w rit te n au th or iza tio n an d ad ap ta tio n by K im le y- Ho rn a nd A ss oc ia te s, In c.

s ha ll b e wi th ou t l ia bi lity to K im le y- Ho rn a nd A ss oc ia te s, In c.

No. REVISIONS DATE BY

S-01

SOILS & FOUNDATIONS

REINFORCED CONCRETE FORMWORK AND CONCRETE SHORING

3,000 PSI

3,000 PSI

CLASS B SPLICES FOR REINFORCEMENT AS TOP BARS:

#10

#11

#8

#10 #9

#7 #6

BAR SIZE

#3

#5 #4

#11

BAR SIZE

#5

#8 #9

#6 #7

#3 #4

5,000 PSI

49"56"

131"

93"

118" 105"

81"

114"

81"

102" 91"

71"

4,000 PSI

28"

47" 38"

101"

25"

41" 33"

87"

44"

102"

72" 81" 92"

63"

22" 29" 36"

78"

5,000 PSI4,000 PSI

72" 81" 91"

43" 63"

22" 29" 36"

62" 70" 79"

37" 54"

19" 25" 31"

56" 63" 71"

34" 49"

17" 23" 28"

D-1 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2023 FLORIDA BUILDING CODE, EIGHTH EDITION.

D-2 WIND DESIGN IS BASED ON THE ANSI/ASCE 7-22 MINIMUM DESIGN MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. ALL PRIMARY FRAMING AND EXTERIOR ENVELOPE COMPONENTS AND CLADDING SHALL BE DESIGNED TO

RESIST THE LOADS AND FORCES DERIVED FROM THIS STANDARD.

D-3 WIND DESIGN CRITERIA:

BASE DESIGN WIND SPEED: 169 MPH (3 SECOND GUST)

EXPOSURE: C

RISK CATEGORY: III

COASTAL PROXIMITY: COASTAL

D-4 THE SCHEDULE BELOW INDICATES THE DESIGN LOADS USED FOR SLABS ON GRADE. LOADS LISTED ARE THE MAXIMUM

ALLOWABLE SUPERIMPOSED UNIFORM LOADS STATED BELOW (FBC SEE D-1):

LIVE LOAD:

SLABS ON GRADE = 100 PSF (PEDESTRIAN fBC TABLE 1607.1)

VAULT HATCH = 100 PSF (PEDESTRIAN FBC TABLE 1607.1)

LIFT STATION TOP SLAB AND PLATFORM = 100 PSF (PEDESTRIAN FBC TABLE 1607.1)

D-5 RAILINGS AND GUARD RAILS NOTES (FBC SEE D-1):

THE RAILINGS AND GUARD RAILS SHALL BE DESIGNED PER THE FOLLOWING DESIGN CRITERIA BY SPECIALTY ENGINEER:

DEAD LOAD:

SELF WEIGHT

LIVE LOAD:

HANDRAIL AND GUARDRAIL LOADING = 200 LB POINT LOAD OR 50 PLF

STRUCTURAL DESIGN CRITERIA AND CODES

SF-1 FOUNDATIONS HAVE BEEN DESIGNED AND PROPORTIONED BASED ON THE GEOTECH REPORT EGLIN PARKWAY LIFT STATION 591 REPLACEMENT, OKALOOSA COUNTY, FL. PROVIDED BY LARRY M. JACOBS & ASSOCIATES, INC. DATED APRIL

30, 2026 (LMJ FILE #: 26-160).

SF-2 SHALLOW FOUNDATIONS HAVE BEEN DESIGNED AND PROPORTIONED FOR AN ALLOWABLE BEARING PRESSURE OF 1500

PSF.

SF-3 DEEP FOUNDATIONS HAVE BEEN DESIGNED AND PROPORTIONED FOR A NET ALLOWABLE BEARING PRESSURE OF 1500

PSF.

SF-4 SLABS ON GRADE ARE DESIGNED FOR A MODULUS OF SUBGRADE REACTION OF 200 PSI/IN OR.

SF-5 FOUNDATION WALLS ARE DESIGNED FOR AN EQUIVALENT FLUID PRESSURE (UNDRAINED CONDITION) OF 95 PSF/FT.

RC-1 CONCRETE DESIGN AND PLACEMENT SHALL BE IN STRICT ACCORDANCE WITH ACI 318-19 / ACI 350-R20, "BUILDING CODE

REQUIREMENTS FOR REINFORCED CONCRETE".

RC-2 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS, AS WELL AS OTHER PROPERTIES SPECIFIED IN THESE DOCUMENTS. SEE

SPECIFICATIONS FOR DESIGN MIX REQUIREMENTS.

FOUNDATIONS: 5,000 PSI

ELEVATED SLABS / SLABS ON GRADE: 5,000 PSI

MEMBERS EXPOSED TO WEATHER: 5,000 PSI

WALLS: 5,000 PSI

RC-3 CONCRETE SHALL BE READY-MIX, REGULAR WEIGHT FOR ALL STRUCTURAL USES, WITH MINIMUM DRY DENSITY OF 140

LBS. PER CUBIC FOOT.

RC-4 CHAMFER ALL EXPOSED CONCRETE EDGES, INCLUDING THOSE TO RECEIVE STUCCO FINISH - 3/4" - UNLESS NOTED

OTHERWISE.

RC-5 REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 318-19 AND ACI

DETAILING MANUAL, ACI 315.

RC-6 REINFORCING STEEL SHALL BE NEW, DEFORMED BARS, FREE OF RUST, SCALE AND OIL, CONFORMING TO ASTM A-615, GRADE 60 WITH A MINIMUM YIELDS STRENGTH = 60,000 PSI.

RC-7 PROVIDE CONTINUOUS REINFORCEMENT WITH ACI CLASS "B" LAP SPLICES, OR AS NOTED OTHERWISE. IN BEAMS, LAP CONTINUOUS BOTTOM STEEL OVER SUPPORTS AND CONTINUOUS TOP STEEL AT MIDSPAN, UNLESS NOTED

OTHERWISE.

RC-8 WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO ASTM A-185. PROVIDE MINIMUM 6 INCH LAPS, TYPICAL.

PROVIDE ADEQUATE SUPPORTS AND BOLSTERING TO PRESERVE THE SPECIFIED POSITION OF THE MESH DURING

CONCRETE PLACEMENT AND FINISHING.

RC-9 TERMINATE ALL DISCONTINUOUS ENDS OF TOP BARS WITH STANDARDS ACI HOOKS. TURN HOOKS UP OR DOWN INTO SUPPORTING STRUCTURE. CORNER BARS SHALL BE SUPPLIED AND PLACED IN ADDITION TO HOOKED ENDS, PER THE

DETAILS IN THESE DOCUMENTS.

RC-10 PROVIDE THE FOLLOWING MINIMUM CONCRETE COVERAGE OVER REINFORCING UNLESS NOTED OTHERWISE:

FOUNDATIONS, BOTTOM AND TOP: 3"

FOUNDATIONS, SIDES: 2"

ELEVATED SLABS / SLABS ON GRADE, BOTTOM: 3"

ELEVATED SLABS / SLABS ON GRADE, TOP AND SIDES: 2"

WALLS, INTERIOR FACE: 3"

WALLS, EXTERIOR FACE: 3"

RC-11 PROVIDE REINFORCEMENT SPLICES AS INDICATED BELOW IN CONFORMANCE WITH AN ACI CLASS B TENSION SPLICE.

(ACI 318-19 AND 350-R20 CODE). NO REDUCTION SHALL BE PERMITTED DUE TO BAR SPACING:

CLASS B SPLICES FOR REINFORCEMENT, OTHER THAN TOP BARS:

RC-1…