HomeMy WebLinkAbout21-2555City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542
BGC-002556-2021
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 08/09/2021
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35 25 21 0130 00000 0070 7642 Gall Blvd
Lam
Name: SF ZEPHYR COMMONS LP Permit Type: Building General (Commercial) Contractor: WHITE SIGN COMPANY LL(
Class of Work: Monumental Sign
Address: 100-2851 John St Building Valuation: $29,195.00
MARKHAM ON L3R 5R7 Electrical Valuation: $45,00
Phone: Mechanical Valuation: $0.00
Plumbing Valuation: $0.00
Total Valuation: $29,240.00
Total Fees: $346.47
Amount Paid: $346.47
Date Paid: 8/9/2021 12:39:19PM VVA I D aO
INSTALLATION SIGN TO EXISTING MONUMENT W/ELECTRIC-CHIPOTLE
Electrical Plan Review Fee
Building Plan Review Fee
$22.50 Building Permit Fee
$92.99 Electrical Permit Fee
11117411 11111LAM
entities such as water management, st e agencies or 'deg'ncies.
$185.98
$45.00
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PEfAIT OFFICE[)
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
1
TRACT 11H11
_,,_
SITE FEATURE
TRACT "B"
COMMON AREA
PB 65,PG132
OMMON
CONCRETE
SIDEWALK SEE CITY -�
DETAIL SHT. 12.0
11RIf
TIE INTO _
EXISTING CURB
AKLA
PARKING TO BE
RE -STRIPED
TIE INTO
EXISTING CURB
TIE INTO
EXISTING CURB
PROPOSED OFFSITE PARKING
NOT COUNTED TOWARDS
SITE PARKING REQUIREMENT
4" WHITE
LINE TYP.
TIE INTO
EXISTING CURB
-- — — — — — — -- — — — — —
r--�—
101
O
TRACT 1111
PB 6512" HHITE �
2' DROP CROSSWALK PER
CURB / FDOT INDEX 711-001
till I IIIiIIIII
1 I I I
.J
WHITE 1 i I x n z o TYP. -• o I 1 rwl I�l1
Ty
DIRECTIONAL ( f N g v z M
ARROWS TYP.
PR�./ P 0 S® 1 V 1 0 U M� T CURBBBON 611 WHITE
LINE TYP.
SIGN LOCATION 9' TYP,
— — — — — — — — -- — — — — — — — — — — — — — — — — — —
& FDOT LANDSCAPE -�
IRRIGATION EASEMENT I'D"
O
I
I I
-------- — — — — — — — — — — — — — —
O —U O I O O — — — — — — —O -- -
U.S. HIGHWAY 301
10' PROGRESS [
ENERGY EASEMENT
as Ell
5VERIZON
- EASEMENT IF' -
0
O
_ 1,58' TO
WALL
_ 24" WHITE W/
"STOP" STENSILE
I S89057'57W
207, 69'
1.41'
1.59' 53'
INGRESS -EGRESS
i I I EASEMENT "I"
3' L.S.
BUFFER
HEAVY DUTY
N CONCRETE
' 1 66' TO
WALL
5' WALL
EASEMENT
O
— — — — — —_---------_
— —i — — — — — — — — — — — — — — — — — —
W
z
SITE LEGEND
V)
HANDICAP PARKING
TYP.
�•••�•••�
SITE BOUNDARY LINE
HC
-
CENTER LINE OF ROAD
S/W
— —
RIGHT-OF-WAY LINE
R10'
PROPOSED CURB
LF
EXISTING EDGE OF PAVEMENT
SF
BUILDING SETBACK LINE
— — — — — —
BUFFER EASEMENT LINE
PATIO RAILING
EXISTING PAVEMENT
PROPOSED HEAVY DUTY CONCRETE PAVEMENT
PROPOSED ASPHALT PAVEMENT
CONCRETE PATIO
O
5 PARKING SPACES
TYPICAL
HANDICAP
SIDEWALK
10' RADIUS
LINEAR FEET
SQUARE FEET
SIGN LEGEND
KEY SIGN I.D. DESCRIPTION SIZE QTY.
1 STOP RI-1 STOP (SEE DETAIL 30" x 30" 3
SHT. 10)
.� Y�„ HANDICAP PARKING 12" x 18"
3 "Ea HC (SEE DETAIL SHT. 10) 12" x 6" 2
am
rv¢
4 1 R5-1 DO NOT ENTER 30" x 30" 1
ENTER
ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES AND FDOT STANDARD PLANS
INDEX 700-102 "SPECIAL SIGN DETAILS".
STRIPING NOTES:
1. ALL NON -HANDICAP PARKING LOT STRIPING ON ASPHALT SHALL BE 4" WIDE
WHITE, UNLESS OTHERWISE SPECIFIED IN THESE PLANS.
2, SEE DETAIL SHEETS FOR HANDICAP PARKING STRIPING.
3. STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND FDOT STANDARD
PLANS INDEX 711-001 "PAVEMENT MARKINGS".
4. PAINT STRIPING IN ALL PARKING LOT AND ASPHALT PAVEMENT AREAS SHALL BE
CONSTRUCTED WITH A PAINT PRODUCT THAT PROVIDES A HIGH SLIP -RESISTANT
FINISH AND PREVENTS INDIVIDUALS FROM SLIPPING WHEN STEPPING ON THE
STRIPING IN BOTH WET AND DRY PAVEMENT CONDITIONS.
PROPOSED CONSTRUCTION NOTES:
1. ALL CURB RADII TO BE 4 FEET AT FACE OF CURB, UNLESS OTHERWISE NOTED.
2. ALL DIMENSIONS FOR INTERNAL PARKING LOTS ARE MEASURED TO THE FACE OF
CURB, UNLESS OTHERWISE NOTED.
3. CONCRETE SIDEWALK RAMPS SHALL BE CONSTRUCTED ACCORDING TO FDOT
STANDARD PLANS INDEX 522-002 OR A.D.A. STANDARDS, WHICHEVER IS MORE
RESTRICTIVE.
4. RETAINING WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT
STANDARD PLANS INDEX 400-011 (GRAVITY WALL) OR AN ALTERNATIVE DESIGN
BY A LICENSED STRUCTURAL ENGINEER.
BUILDING REFERENCE:
BUILDING OUTLINE BASED UPON PLANS PROVIDED BY DESIGN TECH INTERNATIONAL
ASSOC., WITH AN ISSUE DATE OF 02/14/2020
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