HomeMy WebLinkAbout8079 Zephyr Lakes DrGATED ENTRY CONSTRUCTION PLANS
ZEPH
ESCAYBIA HOLIIES
SANTA ROSA OKALOOSA JACKSON
wALTON "`SS'"'
wASHRrGTON cwSDEH
HAMILTON
BAY CALHOUN LEON JFFERSON MAM DUVAL ,YULE
PENSACOLA SLWNiEF COLUMBIA BAXF4
PANAMA CITY Nan' WAKUUA TAYLOR
UNION
GULF FRANKllN LAFAYEfIBIVOFORD CLAY ST
E
JOHNS ST. AUGUSTINE
gLCHRISf ALACHUA PU7NA11
DINE
FLAGLER
W,19
PROJECT LOCATION ams
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PRETTY POND ROAD NEti1ND0
CITY OF Z EP HYR H I LLS , FLORIDA NEW PORT
SEC 26 TWP 25S RGE 2 1 E
PINELLAS 7WA POLK
S< PETERSBURG
ON
FT MYERS
C
IV aT
DAYTONA BEACH
VOLUSIA
SEMINOLE 1
ORANGE
VEST
PALM
PALL BEACH BEACH
BROMiM FT
LAUDEMALE
YONROE I DADE
3409 W. LEMON STREET
TAMPA, FL 33609
FOR:
-5
.ILTON
& SURVEYING, INC.
■ ` _ 0
LB #70 1 3 CA #8474
ENGINEER/SURVEYOR
HAMILTON ENGINEERING & SURVEYING, INC.
3409 W. LEMON STREET
TAMPA, FLORIDA 33609
(8 1 3) 250-3535
(8 1 3) 250-3636 (FAX)
TEL (813) 250-3535
FAX (813) 250-3636
DRAWING INDEX
COVER SHEET
I OF
4
GATE
ENTRY SITE PLAN
2 OF
4
GATE
CONFLICT PLAN
3 OF
4
GATE
ELEVATION PLAN
4 OF
4
GATE
ENTRY DETAILS
OWNER/DEVELOPER
DUNE FL LAND I SUB, LLC
A METRO DEVELOPMENT GROUP ENTITY
2502 N. ROCKY POINT DRIVE, SUITE 1 050
TAMPA, FLORIDA 33607
90-0-110010
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ZEPHYR LAKES SUBDIVISION PHASES 1-5
JOB NO. 02872.0048
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JOB #:
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72.0048
IL 028
SEC TWP RNG:
26/25S/2 I E
DATE:
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DRAWN BY: CHECKED BY:
°„° RRR KUHL
0
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JOB
0 02872.0048
O SEC TWP RNG:
26/25S/2 I E
DATE:
0
2-7-20 1 9
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SEE PLAN FOR WIDTH
EQUAL EQUAL Lij
3" (TYP,) 3"WX4"D ALUMINUM FRAME
>
I"x2" ALUMINUM PICKET
6" TUBULAR STEEL VEHICULAR GATE POST
(TYPICAL EACH SIDE OF GATE)
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SUPPLY ELECTRICAL AND
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FINISHED GRADE
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MANUFACTURERS RECOMMENDATIONS LU
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STANDARD CAP (TYPICAL ALL POSTS) NOTES:
1. ALL FENCE MATERIALS AND CAPS SHALL BE
5'-11 O.C. 2-1/2" SQUARE POST (TYPICAL) ALUMINUM. FINISHED COLOR SHALL BE BLACK.
TYPICAL kn
1-5/8"x1-5/8" CHANNEL TOP RAIL 2- CONTRACTOR SHALL SUBMIT SHOP DRAWINGS I
FOR REVIEW AND APPROVAL BY THE VO4
FULL SEAM WELD ALL PROTRUSIONS AND LANDSCAPE ARCHITECT PRIOR TO
FABRICATION AND INSTALLATION.
CONNECTIONS. WELD IN FIELD AND FINISH
PAINT AS NECESSARY 3. FOOTING SIZES SHALL BE DETERMINED BY THE
CONTRACTOR TO PROVIDE A STRUCTURAL,
SOUND AND SAFE FENCE SYSTEM.
1-1/2"xl-1/2" CHANNEL MIDDLE RAIL 4. ALL SIZES AND DIMENSIONS SHALL ADHERE TO
rn
FEDERAL AND LOCAL SAFETY CODES.
IMMEDIATELY NOTIFY THE LANDSCAPE
ARCHITECT OF ANY DISCREPANCIES THAT DO
in I" SQUARE PICKETS NOT MEET CODE REQUIREMENTS.
0
5- FIELD VERIFY ALL DIMENSIONS PRIOR TO
1-5/8"x1-5/8" CHANNEL BOTTOM RAIL FABRICATION AND INSTALLATION.
FINISHED GRADE S. BACKFILL AND SITE CLEANUP SHALL BE PART
THE SIZE AND DEPTH OF FOOTING OF THE BASE BID REQUIREMENTS.
SHALL BE PER MANUFACTURERS Z
Nl/ RECOMMENDATIONS IN ORDER TO
INSTALL A SOUND AND SECURE FENCE 0
SYSTEM. (:
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U= f =u =u CONIC. CURB AND GUTTER. SEE
ENGINEERING PLANS AND DETAILS
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DRAWN BY: CHECKED BY:
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JOB #:
02872.0048
SEC TWP RNG:
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26/25S/2 I E
D-
2-7-2019
4 OF
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