HomeMy WebLinkAbout05-4914
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CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
4914
Permit Number: 4914
Permit Type: SIGN
Class of Work: WALL SIGN
Proposed Use: COMMERCIAL
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
Address: 6042 GALL BLVD
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number:
12,000.00
9/13/2005
170.00
170.00
9/13/2005 Phone:
2-MENU BOARDS,2t"DRIVE THRU 2-LOGO SIGNS 1-HEIGHT DETECT,& 1-MCDONALDS
Name: MCDONALDS USA, LLC
Address: 6042 GALL BLVD
ZEPHYRHILLS, FL. 33542
REINSPECTlON FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Thirty-Five Dollars ($35.00) shall be made for each trip for each trade:
(a) Wrong address (b) Condemned work'resulting from faulty construction (c) Repairs or corrections not made when
inspection called (d) Work not ready for iljlspection when called
(e) Permit not posted on job site (f) PlanS not at job site (g) Work not accessible
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Warning to owner: Your failure to rd a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of comencement."
Complete Plan, Specifications and Fee Must Accompany Application.
All work shall be rformed in accordance with City Codes and Ordinances
o OCCUPANCY BEFORE C.O.
~~ ~-.
CONTRACTOR SIGNAT RE . PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED -
P"OTECT CARD FROM WEATHER
APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
DATE RECEIVED 9/ ~ II OS~
I I
PLANS REVIEW FEE
OWNER'S NAME~C rot0AL~~~
JOB ADDRESS (POSCc GA\..L {S. LV\::)
PHONE
"?J35l.(-2.. ((PD'f2- ~~)
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL ID # 03 - "2.(\0 - 2-~ ..... OO~ 0 ---\ \'3uO-(X)0() (OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: DNEW CONSTRUCTION
~IGN
PROPOSED USE: DSGL FAMILY DWELLING
~OMMERCIAL
o ADDITION
DALTERATION
o REPAIR
o INSTALL
o MOVE
o DEMOLISH
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
o OTHER
BUILDING SIZE
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
2- -M~v Bv-Mi)-s.
2.-- ~D "6;~.....s
SQUARE
Z - tal v6 ~V ()'rNtiV
I - t\A~oMA LO ~
FOOTAGE
(,-. l-/GI 'HT i>cTli?i
DESCRIPTION OF WORK
HEIGHT
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
t-j 2.,. 9-4f-
-flY
<)~
Sf j'M. ~)~r-.(J
o BUILDING
$ .1 z, OCQ,O~ VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL
AMP SERVICE 0 FLORIDA POWER 0 W.R.E.C.
(;'(3) ~"Y
r; ;2 / - (I 6! M'/J.'
VALUATION OF MECHANCIAL INSTALLATION ~~
o PLUMBING
o MECHANICAL
$
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
/10 :--{J~^I
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES
o NO
BUILDER
SIGNATURE
COMPANY
STATE CERT OR REGIST #
J[ CITY PROCESSING #
***********************~***~*~*******************************
';j, COMPANY ~ 12cEC...\'1( \ e.-
STATE CERT OR REGIST # ec... CCXJ""2--1 0 <0
CITY PROCESSING #
SIGNATURE
******************************************************************
PLUMBER
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
**********~*******************************************************
MECHANICAL
COMPANY
~ STATE CERT OR REGIST #
~ .~ CITY PROCESSING #
****************~':l~***************************************
SIGNATURE
OTHER
COMPANY ~~ e;::-CEL-\"Q \ c...
STATE CERT OR REGIST # t;;;;Z.. 00() 2...J 0 (0
CITY PROCESSING #
SIGNATURE
*****************************************************************
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CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this pE!rmit may be su::)j ect 1:0 "deed restrictiO'ns" which
may be more restrictive than City regulations. Th.~ undersiqned assumes respon$ibility for
compliance with any applicable deed rest:rictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the "Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the "owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the "owner" prior to commencement.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone "A" or "A, etc.", it is
understood that a drainage plan addressing a "compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WI OUR LENDER OR AN ATTORNEY BEFORE RECORDING YO NOTICE OF COMMENCEMENT --JOBS UNDER
$2, 0 IN VALUE DO NOT NE TO RECORD AND POST A "N I E OF COMMENCEMENT".
"
STATE OF FLORIDA Iii t I & h
COUNTY OF I.!> ,.....-pa.-j
The foregoing in~ument wa~OWledged "
Before me this ~ day of , 1/I!E.:;)
by LL:u..vrLAe.t2.. 7: ~ ')0<.
(name of person acknowledged)
~ho is personally known to me, or
SIGNATURE: CONTRACTOR
STATE OF FLORIDA J I;. / / '- r
COUNTY OF rr; U!:J vorvU..2j h
The foregoing inJlt~ent waS~OWl~9~~~
Before me this ~d~ of ~ ,~
by Ld/~Jrl.l1ee r. ~k..
(name of person acknowledged)
~ho is personally known to me, or
o who has produced
(type
not
o who has produced
(type
~id
r......:.:..."....1111 - ..~"lIL~..~.J.......I..........!
: ~"\\ u oIIIAN N. f"KITCI :ETT
Name typ: p1e~ i
: ~i-tOFf\.~ ~,.. ) !
. "I""U\,\,,~ Bonded l....1 :
ij~32~J...~a Not",; AS~:l, Inc i
.......... ....... ....... ....1. II ....;...
not to scale
98"
~
FP-43 MENU BOARD
<<t.
45"
- Grade
4 - 618" X 24" bo ts
A"3(p '8cL~
f-18"-l
Dla
120 MPlI wtND LOAD
EXPOSURE B
IMPORTANCE FACTOR 1.0
~:oxJ
ELECTRIC
ECOOO21 06
11611 E. Old HI'sborough Ave
Seffner. Flortdal33584
Ph: 800-272-1713
63"
18"
-L
4~O"
L
If
63.5" 83.5"
20"
Base top detail
Drive Thru Menu Board
MC-tJOtvAL1' S
(p 0 y. Z. G;A L.L &.. V t:.
z.&:-p fl Y i? J-t ILLS F ~
"33'5''1-1
EnCon Services, Inc.
Aaron Biedenbach
2272 Jaudon Road
Dover, Fl. 33527
B 13-655-3373
FL f>F.II 52949. FL EBt: 9394
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Job Description
McDonalds
6042 Gall Blvd.
Zephyrhills, FL
FP-43 Menu Board
EnCon Services, Inc.
Sign Design Calculations
PREPARED BY: EnCon Services, Inc.
2272 Jaudon Road
Dover, FL 33527
813-655-3373
F 813-655-9814
Design per ASCE 7-98 & 2004 Florida Building Code
Importance Factor
Kzt
Exposure B Case 2
Kd
Kz
V
Cf
G
Number of Poles
1
1
Aaron Biedenbach, P.E.
FL# 52949
FL EB# 9394
FL CBC# 060535
FL aB# 22527
OH E60756
1
0.57 Table '7' Pg 60 ASCE 7-98
120 mph .
1.2 M/N (Larger/Smaller <= 6.0
0.85 Wind Pressure
1 21 PSF
Sign
Area
s
Distance to Center
ft
Top
Middle
Bottom
Poles
42.87
4.32
P = Force Moment
(Ib) ft-Ib
919 3969
0 0
0 0
0 0
919 3,969
Totals
Required Sx
Provided Sx
1.57 inches cubed per pole
7.93 6"x6"x3/16" A500 Steel Tube
OK
Base Plate Design
Distance Between Bolts
Number of Bolts per Base Plate
9
4
2646 Tension on Bolts (LB)
Use 5/8" Dia. X 24" Long A36 Bolts
Plate Width B (IN)
Bolt Spacing d (IN)
Diameter of Pole (IN)
16
9
8.48
0.14 Plate thickness (IN)
Use 5/8" A36 Plate
Base Design
Number of Bases
Diagonal B (FT)
Lateral soil pressure (LB/SF/FT)
Depth (Estimated) (FT)
S1
Design Depth (FT)
1
1.50
250 Sand
4
889
3.68 Ft
Base Size Required
4.0 FT Deep
1.5 FT Dia.
McDonalds Zephyrhills FP-43
$-
FLORIDA BUILDING CODE - 2001 -
DESIGN PRESSURES FOR OPENINGS
WALL OPENINGS SCHEDULE
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AR 91876
.EM'.:-....._,.__............._;O_.......,.___.If!...__~....._..
No. 0502.50
TITLE: ELEVATIONS
6042 N. GALL BLVD.
ZEPHYRHILLS, FLORIDA
D D D D D ST!SITE# 009-0283
1Q)~'j(~
ISSUE 06.24.05
D D D D REV6 08.16.05
D :@1HI1E~1 ~~
D D 0
KEY NOTES:
AA-0003276
CCQPYRlGl\T
~W~~~4:R~1&~ INC.
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LEGAl. DESCRIP110N
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STRIPING & SIGNAGt;: ~~~Jl'f!:
THAT PARlDf TRACT 113, Sl.CT~ 3, lO\\NSHIP 26 SOOTH, RANG!. 21 I,ST, l 'flNG EAST Cf ,
US HIGl1'/i.A~ NO' 301, AS DlSCRIIJlD ANO Sl\Q'~ OH 1\{ PtAI Of Ilf'rRHlllS m01'r
CC4./PANY LANDS, AS RtCORl:(O IN PlAT BOO< 1, PAG{ 55, PUBLIC R(CI :DS Of PASCO
C(;WTY, flORIOA, rURTI{R OCSCRIBtD AS rCHOWS: '
ALL PAVEMEtH MARKINGS &: SIGNAGE Vvil.! D~ If' :L'\Ll.ED IN CONFor\MANCE ~"i::l ~DOT
ROADWAY AND TRAFFIC DESIGN STANDARDS (80I..KLET DA1ED JANUARY 2001) MW
THE MUTeD MANUAL.
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. STOP BAR
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C(J,j~Nc[ AT THE soon/[ASI CORNlR or SAID Sl.ClION 3-26-21; TI{ C[ N,OO'25'50'W (A.4
ASStlM(D BEARING) ALONC Till [AsrlfH BOONDARY Of SAID S{ClION : A ~Sl^NCl: or
m..JO,f[EllO A POINT ON THE IllS1lRl. Y R/W LINE Cf rOOI KING RQ ); lHlNa.
N2~'J9'JO'W,'^l(m SAID RllIllNr, A [)STANCE Cf 13185 flE! ID II< POINT Cf
B(GlNNI~C; TH(Nlt \'.{ST, II [)lSTA.~C( II 177.5J rEEl; T!lNCf 52J19' n, A DIS1ANC~ G:'
13582fl[T; IH(~CE S.65'25'48'W, II DISTANCE Cf 24220 flET fa A I ~Nl CN A CUR'<{ CN
U: .[ASTERLY R/H LINE Of U.S, 301; lHlNa AlONG A CUR\f CONCA't1 [ASlfR\. '( ON AN'
ARC Of' 26e29ruT, \11TH II RADIUS Of 103121 1Hr. SU81lNOlD rlY , CHOOD Cf 267.5.3
fEE I, CH~ BLARING N.07'1 i'5a'W; lHI.NCf EAST, II DiStANCE C1 J5a. 1 rEU 10 A POINT
ON TH[\'tST[RL Y R/W LINE C1 rOOT KIIIC ROAD; THllICE 525'39'30'[' ,LONG SNO R/'/(, A
DISTANCE Cf HJ8 Hll 10 HIE PQINT Of BWIINING,
C(}/U,II/II/C 54,5.1~69 SO f 1 ~ 125 ACRES, IIORE DR LESS.
_________.__ r__'___________ _..
CURVE TABLE
~SvR~]~~~U(L l~(~L Ci~~w [CH(J!1Djf~f;INrL
C\ 10,J121'R 76829'R 26753'R' 1I07'11'511'1i R
2674S'M NO 1'12'22"w I.l
- ~Cr-1031J10S~OI:R - 4JOO~-N15'54'1(WR~
4503'1.l ' IIIS'56'lt.'! loA
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FLOOD ZONE
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1l{ ABOvt O[SC/<IBlD PRDrlRTY AW[ARS TO Bf IN lONE X, IN Accrnl Ilia Y!1TH THE f1Rt./
t./AP II. JHE ori Of llPHYRHlllS, PASCO COOI/1'I, COl4l1UNtn NUI.tBlR 20m (I.IAP NUMBlR .
1202JH)()05~ C), I.IAP RlV1Sl.D OCC[l,(U!.R 17, 1991.
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SECTION 3, TOWNSHIP
'ZEPIIYRIIIUS" PA
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SIQEWft"LKS & PAVERS (sq. FT.' % OF SITE)
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PARKING LOT IN1EHIOR LANDSCA'ING
(SQ.. FT; & " OF VEHICULAR US: AREA)
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OPEN SPACE
TOTAL 'FOR LOT (SQ. FT, & % 0' SITE)
PARKING
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8H~.::~T INUEX
5IT[! PLAN
DRAINAGE & UTiLITY PI..AN
CONS"rR~(;l'ION DE'l'AILS
l.J\NUSC;APE PLAN.., ',' .
SURVEY (By G9\JrUQ A. Shhnp II arid Associates, Inc.)
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PROPOSED
C--2
FAST FOOD RESTAURANT
wiTH DRIVE THROUGH
54,634 S,F. (1.25 Ac.)
. ,4.558 S.F. (8.3%)
, '
,
, . 21.09' (U.S. 301)
..54.92'
-'6.17' (S,R. 41)
17.':1::
f
~~,,796 S,F. (60.0%)
. 2..'.65 S,F. (4.0%)
-3.927 S.F. (12,0%)
"'39,519 S.F. ("12..3%)
15,115 S.F,(27.n:)
49 SPACES
(INCL. 2 HANDICAP)
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TO REMAIN
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EXISTING
C-2,
FAST FOOD ~ESTAURANT
WITH DRIVE THROUGH
54,634 S.F" (1.25 Ac.)
4,256 S.F.'(7,8%)
,
46,23'(U~S, 301)
60.35' .
69,13' (S,~,41)
1a':t
1
35, 750 ~,F. (55.4r.)
1,890, S,F. '(3,5%)
2,704, $.F. '(7,6%)
41.896 S.F". (76.7%)
12.738 S.F.(23.3%)
60 SPACES
(INCL, 2 HANDICAP)
SOUTH, RANCf 21 EAST
o COUNTY, fl~ORIDA
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FAST FOCD~ RI;STAURANT
W1n~ DRI\'E THROl!GH
N/A " 7 :';.';
13,658 SY','(O:25:FAR)
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30'
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30' (S,R.o11) .'
30'
2
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5% OF V.U,A~(1'.~44 S,F,)
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4.3,707 sr. (00.0%)
10,936 S.F. (26%')
."
31 SPAces ,
SPACE/159 Sf.,
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. "
GEN[I~^l_ NOlES
1. UtDONALo's ROAD SIGN AND BASE ARE BY THE SIGN CO~IlRACTOR.
'CON.DUtl' AND WIRING ARE 8'1' THE CENERAL CONTRACTOI<'.
2, BASES. ,i,NCHOR 801. TS, CONDUIT. ,i,ND WlRH~G fOR ,i,LL orHER
~ SJCNSARE BY THE CENERAL CONTRACTER,
.1
3, .3/"" [MPTY CONOUIT TO LOC,i,TIOOS SHOI'fN AT THE LOT PER1-
(4~ TlR 'foR LOT LIGHTING IS BY THE GENERAL CONTRACTI)R, LiGHT-
(NO (IX,TURES, 8,4,5ES, POlES, CONDUIT. ,4,ND WIRING ,4,RE BY n~E
.OM-lE"R/OPERATOR,
~, l3,....SE~,.rOR flAGPOlES ME BY THE GENERAL CONTR^Cro~, ,4,NCHQR
801. TS AR( BY THE FLAGPOlE SUPPLIER,
~ ' ~"
5. PROPO$ED UTILITIES ARE SHOWN /N SCHEMA TIC ONLY. EX,4,CT
,LOC,i,T1~S SHALL BE DETER~iN[D TO ALLOW fOR THE !.lOST
.tCoNOMIC,A,L INSTALLATION,
r .'
6, THECONTR~ClOR SHALL COORDINATE WITH ALL UTILITY CCilAPANIES
TQ OE1ERWNE EXACT POINT or SERYlCE CONNECTlON AT EXISTINO
UTlLlT.Y, REfER 10 THE BUILDING ELECTRICAL AND PLUMBING
DRA'MNc;S FOR unLlTY SERYlCE ENTRANCE LOCATlONS. SIZES. ,j,ND
C!~Cl,ilTlNG,
7, AL~ ELEVATIONS SHO~ ,4,RE IN REHRENCE TO mE SENCI-t,(,4,RK
AND I.ilust BE \/(RlrJED BY THE GE/~ERAL CONTRACTOR AT
G~o..,iNDBREAI(,
e, r1NISH,WALK, AND CURB ELEVATIONS SHALL BE e" A80\/( F'INISH
~A\/(IJENT,
9, ALL'LAt>jDSCAPE AREAS SHALL BE ROUGH GRADED TO s. BELOW
lOP, Of' ..ALL WALKS AND CURBS, fiNISH GRADING. LANDSC~PING.
AJ~D. ~PRINKLER SYSTE!.lS ARE BY THE OWNER/OPERATOR,
-' ,
10, to.T UGHITNO CONCRETE fOOTINGS TO CONrO'~!.l WITH THE ~;()jLS
; Rt~OOT 'BECOMI.AENO,i,Tl0NS fOR n~IS PARTICULAR SIlE,
. I ' .
P^VI~~G SP[CIFIC^ liON
(M,I~IMUM 2" TOTAL COMPACTED A$PHAL T THICKNESS)
, ..
------..,~
I
--
,
/'.
The Gen~r,oi,Conhoclor Shell provide McDonold'S wi strucfufolfy B
cosmell.cQl1y sound driveway B parking areas according 10 the
followi~ll..' ,.pee/fleotlons. All sub.boSll sod. fill a beck-fill oreO$
sholl be,to(l",Pocfed until the upper one loot oUoins 0 ciensily 01 01
leost 95%. pi lhe maximum mOdified Proctor dry denslly fASn..1 D-
i5571~ASHrO T.IOOI. The base material sholl con'slsl of 6"
mlnlmurn ctimpoc'ed Ihickneu crushed lirnerock {FDOT clpproved wi
LBR :1001. placed 6 compacted to 98'lo 01 the moxlmu"n mOdified
Proctor qry density IASTM D.1557/AASHTO T.180). AltHnole bose
moleriet(J!'OY"be used upon recommendollon 01 the soils en<;lineer II
opproyal. 01 the McDonald's Project Mono~er, All asphalt sholl be
Slale .6f Florida speeit/colion Type S.I modified wi 0 minimum
-MarShall FI~ld Stability Test" 01 1,250 ibs, a minimum :ol1'1pocled
thlcknes; 01'12"', All tesllnQ sholl bll done by 0 compuny opproved
by the ~cD~nold's Projecl Mano~er: Sold company shiJlI bll directly
respons,lble.lo,a:Sholl consider McDonold's 0$ II, only clienl for
this proj.cl:, Tile loeollons 01 0!1 lesls sholl be selec; led by tho!
McDonald's' Pro'jec! MOl'\OQllr. The sub.bon sholl be lestEld In lour
(41 locallOn, 'Ior' beorinQ volue a eompocllon. The boul shall be
tested In'Jour 141 locoflons for lhlc~ness a compo,: lion. The
ospholl sholl~. ,tested in lour (4) localions lor lhickne!lt. Iype a
stobilily.' '. AI(tM tesllnQ lor eoch precedinQ malerlal m'JII bf solis.
iu\-Iory belore ,or.h successive material Is inslelled. McDonald's
shail be' nollli.ed. 01 fhe tesl resull. 01 011 tests a re.lnSls, When
a lesl !CHI, or. ~h<!n, in ihe opinion 01 the McDonald', I'rojecl MQr.
alar 'Constr.ucllo'n MQr., Ihll instollotlon is unsatlslaclory, remedial
ruling alar .remedlol corrective measures sholl be done' in accord.
once wi, thel;, directives All the above lesllnQ ShOll be done at the
General. Conrrqclor's expense a sholl be Included In hls/her C,S S,
"
\lorE: . f):O{)!'inD'S ENClNEER REstRI,.{S THE RICHT 10 REQUEST A CQYPACTlQIo4
1[~! ~\,/QA A CORE SAMPLE, It lES1S PRO\{ CQARteT. PER AeO\{
!lI'EClnCAnPH; 'ESTS WILL BE AT THE (lr.PENSl or UcOONAlO'S.
OTlilRillS[; G,e, WILL BE CHARGt:O,
LO r UGH TING r~ECOMMEND^ liON
<;
, . "
'. 4.!..26' CONCRETE LOT LIGHT POLES
'1000 WATT METAL HALIDE LIGHT FIXTURES
: .!. i ,: I I ~
N01E,:' EtECTRICAt CON1RACTQR TO CIRCUIT LOT UGHllNG AS N01(1),
, '
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,
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P^,~KING INF.or~M^ liON
...
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TOTAL
~;PACES . "
29
o
18
2
90.
EXIST SPACES
SPACES
SPACES
9'
g'
g'
, .
x
X
X
18'
18'
16'
o
o
o
90'
90.
60'
49
..
,
HC SPACES
12'
x
o
18'
"
! I.' .
UTILITY INFORMATION
'.' '.
,.
SIZE
LOCA nON
TYPE
SANITARY S~WER,'
WATER ;- f' ;
STORM S(\VER ,
(lEClRIC
GAS
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SUr~VEY INFORM^ liON
PREPARED B~:GEOr~GE A, SHIMP II AND ASSOCIA 1ES, INCORPORA1CD
, !
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, . ....PAU-A HArWOR, rlOf~If)A 316B,3
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LEGEND
SANlTi,\r~'1", SEWER
"S' . S
. ," WATER
'.W ," W
STOR'-4' SE~f:R
-ST-ST~-ST-ST- EXISTING ElEVATION
; .EL~C1RIC
E~-E E
. I I,>" PLAN SCALE: 1" = 20'
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PROPOSED ELEVATION
. STREET ADDRESS
6056 G~,!I:':,80,ulevard (U.S. Highway No. 301)
" ,1 CITY
ZEPHYRHILLS
STATE
FLORIDA
.'.
COUNTY
PASCO
RIGIONAL bWG.NO
. .. .
DRAWN BY: A.L.E.
DATE DRA'NN: 5/05
-
C & F JOB NO: 8418
009',~10283
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