2022-12-15 V. A. #22-003-SE, Fence and Landscape Plans, Exhibit 1FI Iv1F IUL-1•t LAAI u!I 4iv5s(M i1 WNFX,.1Vr fee 11+1 to . F'W _v-1 MWe! .
CALLOUTS:
O1 3" O.D. GALVANIZED STEEL SCHEDULE 40 CORNER POSTS
(PER ASTM—F1083).
O2 2-1/2" NOMINAL GALVANIZED STEEL, SCHEDULE 40
INTERMEDIARY LINE POSTS (PER ASTM—F1083). LINE POSTS
SHALL BE EQUALLY SPACED AT MAXIMUM 10' O.C.
Q 1-5/8" O.D. ROUND TOP RAIL & BRACE PIPE RAIL (PER
ASTM-F1083).
O 9 GAUGE FABRIC CORE WIRE WITH 2" MESH (TO CONFORM TO
ASTM-A392).
0 9 GAUGE ALUMINUM TIE WIRE. PROVIDE HOG RING FABRIC TIES
SPACED 12" O.C. FOR POSTS AND GATES AND 24" O.C. FOR
RAILS AND WIRE.
6O 9 GAUGE ALUMINUM TENSION WIRE.
5 STRANDS 14 GAUGE BARBED WIRE WITH 4 POINT BARBS.
SPACE BARBS APPROXIMATELY 5" O.C.
Oe 3/16"x3/4" STRETCHER BAR; TO EXTEND FULL HEIGHT OF
FENCE.
Og 3/8" DIAGONAL ROD WITH GALVANIZED STEEL TURNBUCKLE OR
DIAGONAL THREADED ROD.
10 1-5/8" DIAMETER CORNER POST BRACE.
11 MAINTAIN A 1" MAXIMUM CLEARANCE FROM FINISHED GRADE.
PROVIDE CROWNED/PITCHED FINISH FOR FENCE POST PIER
12 FOUNDATIONS; TO EXTEND 1" ABOVE GRADE.
J 6"" CRUSHED STONE (TYP.).
1a FINISHED GRADE SHALL BE UNIFORM AND LEVEL.
884" O.D. GALVANIZED STEEL SCHEDULE 40 GATE POSTS (PER
ASTM-F1083).
1-1/2" NOMINAL PIPE FOR GATE FRAME BRACE RAIL (PER
16 ASTM F-1083).
DUCK BILL OPEN GATE HOLDER. CONTRACTOR TO VERIFY
EXACT LOCATION PRIOR TO INSTALLATION.
18 MULTI-TENTANT LOCKING DEVICE.
g PROPOSED GEOTEXTILE FABRIC.
CONCRETE PIER FOUNDATION; TO ACHIEVE A MINIMUM
20 STRENGTH OF 3000 PSI AT 28 DAYS. CONCRETE DEPTH TO
BE A MINIMUM OF 6" BELOW FROST LINE (48" MINIMUM,
TYP.).
21 12"x24" NO TRESPASSING SIGN,
0
I
N
14'-0" WIDE DOUBLE SWING ACCESS GATE
�7'-0" GATE
FENCING DETAIL
Florida consesePE
Nv.C27W
Digitally signed
11"x17" SCALE: N.T.S.
T+9s4w;hmnecHd+lmw/
24"x36" SCALE: N.T.S.
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6+W, K, w dw dose Wndk#w
by Dennis Abel
ofcmSkI
d=or
Date: 2022.12.15
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10:55:45-05'00'
MULTILOCK INSTALLATION
1. DRILL 3/8" HOLES IN THE GATE LEAF USING THE GATE
NOTES:
DIMENSIONS PROVIDED.
1. ALL FENCING TO BE INSTALLED PER ASTM F-567. ALL SWING
2. SLIDE THE CARRIAGE BOLTS IN THE SLOTS ON THE BACK OF
GATES TO BE INSTALLED PER ASTM F-900.
PART "B" AND PUSH THE BOLTS THROUGH THE HOLES DRILLED
THE GATE FIGURE. PUT THE NUT AND THE LOCKNUT ON AND
2. BARBED WIRE PERMIT REQUIRED SHALL BE COMPLETED IF LOCAL
TGHTEN AND CUT THE EXCESS BOLT OFF. DO THE SAME WITH
TIGHTEN
ORDINANCE REQUIRES.
PART "A".
TOP VIEW
TOP VIEW
3. POST & GATE PIPE SIZES ARE INDUSTRY STANDARDS. ALL PIPE
3. ADD THE NUMBER OF SLEEVES NEEDED FOR THE NUMBER OF
TO BE GALVANIZED (HOT DIP, ASTM A120 GRADE "A" STEEL).
LOCKS AND SLIDE THE LOCKING BAR INTO PLACE THROUGH
ALL GATE FRAMES SHALL BE WELDED. ALL WELDINGS SHALL BE
BOTH PART "A" AND PART "B". NOW INSTALL THE LOCKS.
COATED WITH (3) COATS OF GOLD GALV. (OR EQUAL). ALL OPEN
SIDE VIEW
POSTS SHALL HAVE END -CAPS.
SIDE VIEW
4. IF THE GATE HAS NO CENTER BAR IN THE GATE LEAF YOU MAY
NEED TO MOUNT THE STYMIELOCK VERTICALLY USING THE SAME
4. ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE FABRIC
DIMENSIONS GIVEN ON THE GATE FACE.
USING GALVANIZED HOG —RING WIRE.
DROP ROD ASSEMBLY DETAIL
LATCH ASSEMBLY DETAIL
5. VERTICAL APPLICATION MAY ALSO BE USED ON SLIDING GATES
5. MUSHROOM ANCHOR AND PLUNGER REQUIRED FOR GATE.
11"07" SCALE: N.T.S.
11"x17" SCALE: N.T.S.
WITH MULTIPLE LOCKS.
GENERAL CONTRACTOR RESPONSIBLE FOR GATE LOCK.
24"x36" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
GATE LOCK ASSEMBLY:
CALLOUTS;
O1 GATE LEA
O 3/8" HOI
(TYP.)
GATE FACE — ACCOMODATING MULTI—TENTANT LOCK
11 "x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
GATE KEEPER DETAIL
11"x17" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
METAL MUSHROOM
STOP INSTAI I 1.11-
SLOP PARALL
CLOSE[
MUSHROOM STOP DETAIL
11 "x17" SCALE: N.T.S.
24"x36" SCALE; N.T.S.
2I11►Ihiffim
"STYMIELOCK" MULTILOCKING
OFVICF OR APPROVED EQUAL. 3/8" CARRIAGE BOLT
GATE LOCK ASSEMBLY DETAIL
11"007" SCALE: N.T.S.
24"x36" SCALE: N.T.S.
C ITYW TC H
1900 CENTURY PLACE, SUITE 320
ATLANTA, GA 30345
. INFRASTRUCTURE
BEFMCEB
ENGINEERING INNOVATION
FDN IMFlIA411pICRR�pBlNpF3, lit
p.xl MERIDIEM GRNER EIGH, NC 27.1.
PHONE: BI&l.S1p1p FAY:
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF FOH IS PROHIBITED.
SUBMITTALS
1112012
PRELIMINARY6/12022
PRELIMINARY7/I2022
CONSTRUCTIONBr102022
r1,A
CONSTRUCTION11/142022
CONSTRUCTION
ZK
JRB
12/152022
CONSTRUCTION
ZK
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�,•' No v2750
•
0 : STATE OF 7 k✓y
�`cl O R 1
/oivai.ti?;:
12/15/2022
DENNIS D. ABEL, PE
FDH INFRASTRUCTURE SERVICES, LLC
GOA 28282
FDH JOB NUMBER:
PR-006900
SITE ID:
FLC034
SITE NAME:
OKEECHOBEE
FA LOCATION:
10126641
ADDRESS:
1117 NW 9TH ST
OKEECHOBEE, FL 34972
SHEET TITLE:
FENCE DETAILS
SHEETNUMBER:
C-3
LANDSCAPING NOTES:
1. CONTRACTOR TO MINIMIZE GRADING AND CLEARING TO MAXIMIZE THE USE OF
EXISTING VEGETATION.
2. PLANTING AREAS SHALL BE PROTECTED FROM DAMAGE BY VEHICLES,
LUBRICANTS, OR FUELS.
3. THE OWNER IS RESPONSIBLE FOR MAINTAINING ALL REQUIRED PLANT MATERIALS
AND PLANTING ARES IN GOOD HEALTH AND APPEARANCE. ALL DEAD,
UNHEALTHY, OR MISSING PLANTS SHALL BE REPLACED WITHIN 180 DAYS WITH
VEGETATION WHICH CONFORMS TO THE INITIAL PLANTING RATES AND STANDARDS.
4. CONSTRUCTION SITE ACTIVITIES SUCH AS PARKING, MATERIAL STORAGE, SOIL
STOCKPILING AND CONCRETE WASHOUT SHALL NOT BE PERMITTED WITHIN TREE
PROTECTION AREAS.
5. PROPOSED VEGETATION & PLANTING MATERIAL SHALL COMPLY WITH ALL LOCAL,
STATE, FEDERAL REGULATIONS.
6. ALL PLANTINGS SHALL BE INSTALLED WITH A LAYER OF 3" SHREDDED
HARDWOOD MULCH. ALL TREES AND SHRUBS SHALL BE PLANTED IN MULCH BEDS
WITH SHOVELED EDGE.
NOTES:
1- TREES SHALL BE OF QUALITY PRESCRIBED IN CROWN OBSERVATIONS AND
ROOT OBSERVATIONS DETAILS AND SPECIFICATIONS.
2- SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS RELATED TO THIS DETAIL.
TRUNK CALIPER SHALL
MEET ANSI Z60
CURRENT EDITION FOR
ROOT BALL SIZE.
ROOT BALL MODIFIED
AS REQUIRED.
ROUND -TOPPED SOIL
BERM 4" HIGH X 8"
WIDE ABOVE ROOT BALL
SURFACE SHALL BE
CONSTRUCTED AROUND
THE ROOT BALL. BERM
SHALL BEGIN AT ROOT
BALL PERIPHERY.
EXISTING SOIL.
SLOPE SIDES OF
LOOSENED SOIL.
BOTTOM OF ROOT BALL
RESTS ON EXISTING OR
RECOMPACTED SOIL.
WIDEST DIMENSION
OF ROOT BALL.
PLANTING DETAIL
11"07" SCALE: N.T.S.
22"x34" SCALE: N.T.S.
CENTRAL LEADER. (SEE
CROWN OBSERVATIONS
DETAIL).
TOP OF ROOT BALL SHALL BE
FLUSH WITH FINISHED GRADE.
4" LAYER OF MULCH. NO MORE
THAN 1" OF MULCH ON TOP OF
ROOT BALL. (SEE
SPECIFICATIONS FOR MULCH).
FINISHED GRADE
LOOSENED SOIL. DIG AND
,TURN THE SOIL TO REDUCE
COMPACTION TO THE AREA
AND DEPTH SHOWN.
PRIOR TO MULCHING, LIGHTLY
TAMP SOIL AROUND THE ROOT
BALL IN 6" LIFTS TO BRACE
TREE. DO NOT OVER COMPACT.
WHEN THE PLANTING HOLE HAS
BEEN BACKFILLED, POUR WATER
AROUND THE ROOT BALL TO
SETTLE THE SOIL.
PROPOSED PLANT SCHEDULE
TYPE
BOTANICAL NAME
COMMON NAME
SPECIFICATION
QUANTITY
HEIGHT
CALIPER
ROOT
SPACING
SYMBOL
CANOPY TREE
PINUS PALUSTRIS
LONGLEAF PINE
7
8 -0
(MIN.)
3"
32"
25' C/C
4 }
i✓
SHRUB
LIMONIUM LATIFOLIUM
SEA LAVENDER
56
3 -O
(MIN)
3 GAL.
-
3' C/C
AA
5' LANDSCAPING
BUFFER
IX—
X— X— x—
x,--,, x—
x— x— x—
x7"
x
-
-
-- x
1
1FU
I x
x
FUTUREE
FUTURE
FUTURE
EQUIPMENT AREA
EQUIPMENT AREA
I
x
L_
- - -
I I
- JL_
----J
I X
PROPOSED 150'
MONOPOLE
TOWER � I
L J X
0 F_
x
- - - I
x
r - I 10'-0z15' v
FUTURE
1 " EQUIPM NT AREA
FUTURE
EQUIPMENTAREA I x
— ----�
x x—x-_-'pz-x—x—x—x—XJ,
LANDSCAPING PLAN
11"07" SCALE: 1" = 10'
24"x36" SCALE: 1" = 5'
10, 0 10, 20'
1 "=10'
NOTE:
1- BEDDING MATERIAL SHALL CONSIST OF WOOD
CHIP MULCH AND 3" (MIN.) EVENLY SPREAD IN A
2-FT. RADIUS SURROUNDING PROPOSED PLANTS.
— -1
Ost . D- FAbo, P€
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AGO. PC -a,.E.,tW1:r=�.aa
Digitally signe
by Dennis Ab(
Date:
2022.12.15
10:56:06 -05'0
CITY/ W C H
1900 CENTURY PLACE, SUITE 320
ATLANTA, GA 30345
O
oj1NFRASTRL1C;:TURE
SERVIC
ENGINEERING INNOVATION
FON NPR/31RUC7UIE SERYICE9, LLL
65]t MERIOEN ONN£ RALEIGH, NC 27E15
PHONE: 91&7551012 FAX: 916-755-1001
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF FDH IS PROHIBITED.
SUBMITTALS
REV
DATE
DESCRIPTION
BY
CHK'D
A
4152022
PRELIMINARY
MTS
JRB
B
5/112022
PRELIMINARY
MTS
JRR
0
7172022
CONSTRUCTION
MTS
JRB
1
Bi102022
CONSTRUCTION
AEV
JRB
2
111142022
CONSTRUCTION
ZK
JRB
3
121152022
CONSTRUCTION
ZK
JRB
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NO v2750 Ir
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�'p'; STATE OF .'w�
l �11t�•'• ORIII OP:`2,��
.,�0S
ONA�
12/152022
DENNIS D. ABEL, PE
FDH INFRASTRUCTURE SERVICES, LLC
COA 2B2B2
STATE LICENSE N0. 62750
FDH JOB NUMBER:
PR-006900
SITE ID:
FLC034
SITE NAME:
OKEECHOBEE
FA LOCATION:
10126641
ADDRESS:
1117 NW 9TH ST
OKEECHOBEE, FL 34972
SHEET TITLE:
LANDSCAPING
PLAN
SHEET NUMBER:
L-1