HomeMy WebLinkAboutLandscape ArchitectureG
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retaining wall for littoral �, 3
planting by others \\
see landscape plan
\ / ° 6'.
a ° // \\ \\ 10' SETBACK \\\
swing gate \ / ° concrete walkway \ \\
6' pedestrian gate w/ key lock system
automatic gate controller / ° ° 2,, decorative column
see details sheet \\ \\
decorative wall
6' see details
bronze powder coat aluminum gate \ \\ \\
(see gate maker's final shop drawing for
\ construction)
°
d \
� a
bronze powder coat aYearnih um gate
.►gate key pad
(see gate
..
\ / 10, U,E. 4rnl
planter wall see
9' detail sheet
10
cdfflmunity monument see
II sheet 1' M
8„ perimeter band
automatic gate controller
d
/
decorative wall
a / 3 see details sheet / / / / belgard concrete pavers set on 8" compacted 3
_ �t shellrock base;
color: amaretto
5
° Mega -Bergerac
pattern: 3 piece and large square
3y,° 23' 3 piece size: 9-7/16 x 4-3/4 3-1/8, 9-7/16 x
20' U.E. 9-7/16 x 3-1/8, 9-7/16 x 14-3/16 x 3-1/8
\ / '' / \\ S vRQ, large square size: 14 3/i6 x 14 3/i6 x 3 1/8
Total area: 3926 sq.ft.
/ d �� \ decorativ column \
ee detailaeetREAB
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10' U.E. /' \ \ \ TECH 5-
10, U.E. 'nSO
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Tony
Grimaldi
Landscape
Architecture
LC26000459
11764 SE Dixie Hwy
Hobe Sound, Florida 33455
phone:
561-972-0917
email:
palmbeachtony@yahoo. c om
www.tonygrimaldi.com
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SIGN AND SEAL
Landscape Architect
Jason Litterick
LA# 7
Wall Layout
Plan
1"=10'
14
North
DESIGNED TG
DRAWN TG/JML
APPROVED
JOB NUMBER
DATE _ 6/2/14
REVISIONS 8/20/14
SHEET OF
x
NEW MEDM DATE PALMS
END OF CURBING
Po rc5
RANCH STYLE LIVE OAK
(zsxzs)
LIGHT FD(TURE
6" THICK STUCCO CAP
4" THICK STUCCO CAP -
— BeWN®LAN
6" RAISED CONC, CURB -
NOTE:
FILL BOTH GATE COLUMNS COMPLETELY SOLID
W/ 3000 PSI PUMP MIX AND REBAR LAYOUT
AS INDICATED IN DETAIL
r THICKSMUTATED
HEYSINiE SAND
RAISED RANTER W/LANDSCAPDNG
3"7MC1LSMJLATED
\\\\\\ 9
KEYSTONE CAP ° \
I BEAM BLOCK FILLED W/ 3000 PSI.
PUMP MIX AND (1) #5 REBAR CONT,
8" CMU POURED SOLID
5' 01
20"
SIMULATED KEYSTONE
viz
20" STUCCO COLOR AND FINISH
TO BE LIGHT SAND/BEIGE; 20"
CONTRACTOR TO PROVIDE
SAMPLES ON R
FINISH GRADE I OWNERS FINALALL APROVAL
V3/4"
CONDUIT FOR LIGHT
12" MIN COVER
I
1' 41 �� i )(-� i 10" HOOK
.. CONC. FOOTER W/ 3 - NO. 5 REBAR
BOTH DIRECTIONS (3,000 PSI)
NOTE: COMPACT ALL SUBGRADE
2,500 PSI
,
UAJLUMN DETAIL -
SCALE: 1/2" L 1'-0"
KEYSTONE FINISH;
I" 9GN SET
71
SMOOTH SHM FINISH
..
ERABm CONC CURB7
I�
3
y—RAM RANTER W/ LANDSCAPING
SCALE: 1" = 2'-0"
2
1OP OF STUCCO CAP
NA
0 BE AT ELEV. 16.0' MAX.
CHICK STUCCO CAP; SIMULATED KEYSTONE
BEAM BLOCK FILLED W/ 3000 PSI.
DUMP MIX AND (1) #5 REBAR CONT.
NA
" CMU POURED SOLID
N/ NO.5 REBAR 16" O.C.
5
SIMULATED KEYSTONE
STUCCO FINISH AND PAINT
I
BOTH SIDES OF WALL
COLOR: LIGHT SAND/BEIGE
I
CONTRACTOR TO PROVIDE
1
1'
SAMPLES ON WALL FOR
FINISH GRADE
OWNER'S FINAL APPROVAL
12" MIN. CCV.
I
NOTE: COMPACT ALL SUBGRADE
�°II
)'
NO. 5 REBAR, 16" O.C.
°
CONC. FOOTER W/ 3 -
2' 8"
NO. 5 REBAR (3,000 PSI)
10" HOOK
NOTE: COMPACT ALL SUBGRADE
2,500 PSI
ENTRY WALL AND GATES 4' WALL
1" bIMU LA I tU KtYJ I U N t: CAP
I
#5 REBAR;
16"O.C. W/ 10" HOOK
BRONZE POWDER COAT
ALUMINUM LETTERS.
2" SIMULATED KEYSTONE CAP 2. FINAL SHOP DRAWINGS
FOR LETTING TO BE
PREPARED BY SIGN COMPANY
FOR OWNERS APPROVAL
SCORED SIMULATED KEYSTONE FINISH
REBAR;
16"O.C. W/ 10" HOOK' BOTH SIDES OF SIGN FACE
16
2" SIMULATED KEYSTONE BAND
SMOOTH STUCCO FINISH
3/4" CONDUIT FOR LIGHT 3' 1' 4' 1' -4' 1' 3'
8"X12" CMU W/ (2) #5 REBAR , FINISH GRADE i FINISH GRADE r
FILL ALL CELLS SOLID
W/ 3,000 PUMP MD( V-7 FINISH GRADE FINISH GRADE
I I �
I
'MIN V MIN
I I
CURB 4.
' •'
10" HOOK 10" HOOK 10" HOOK
CONCRETE FOOTER W/ (3) CONCRETE FOOTER W/ (3) CONCRETE FOOTER W/ (3)
#5 REBAR (3000 PSI) #5 REBAR (3000 PSI) #5 REBAR (3000 PSI)
NOTE: COMPACT ALL SUBGRADE
2,500 PSI
DETAIL
SCALE: 1/2" = 1'-0"
L E C 0 P`
- 2" SIMULATED KEYSTONE CAP
ST. LUCIE COUNTY FIRE DISTRICT
— #5 REBAR REVIER'ED FOR COIIPL 'CE
CURE SI.'B,TEE{'T TO FIELD IONS
- SMOOTH STUCCO FINISH SEE ATTACHED I2E SHEET
DECORATIVE PAVVIEWED BY:
- #5 REBAR; 16"O.C. DATE: 'J
W/ EA. A. END HOOK ^ 8" COMPACTED CRUSHED SHELL ROCK BASE 1 ''I -
/
COMPACTED SUB BASE
THESE PLANS AND ALL PRQPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRPD BY FIELD I'NSFECTORS THAT
MAY BE NECE96A!!Y IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES,
ENTRY SIGN DETAIL -
SCALE:
va2Z
S . UCIE COUNTY
_ BUILDING DIVISION
REVIEWED
FOR COMPLIA
REVIEWED BY
DATE
PLANS D PERM
MUST BE KEPT ON JOB OR
NO INSPECTION Will. RIF MATTE
ENGINEERING CRITERIA
APPLICABLE CODE =FL BLDG CODE 2010
PER CHAPTER 1609, USING ASCE 7-10
WIND IMPORTANCE FACTOR= 0.7
U, OPEN
EXPOSURE'C'
Tony
Grimaldi
Landscape
Architecture
LC26000459
11760 SE Dixie Hwy
Hobe Sound, Florida 33455
phone:
561-972-0917
email:
paimbeachtony@yahoo.com
www.tonygrimaldi.com
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Structural Engineer
Dr. Ernest A. Kuonen Pres.
P.E.022920
The E o . CA-8327
80 Mufi eld Court
piter, rida 33458
5 47-2152
Entry Walls
10
North
DESIGNED TG
DRAWN TG,SL
APPROVED JL
JOB NUMBER
DATE 6/2/2014
REVISIONS 8/20/14
SHEET ew 1 OF 1