HomeMy WebLinkAbout94-4503
BUILDING PERMIT'
Permit N~
CITY OF ZEPHYRHILLS
(813) 788.6611
4503.6
/ 1-/ - c:; Lj
Date ~ /
.
~ ELECTRICAL
P<aperty Own., ~~
Job Address:~..? .93" '7 .
PLUMBING
MECHANICAL
Sewer Conn
a!i..l40-'J }I~.?'~
Water Conn:
Water Me!er:
T.I.F.'s:
Parcell.D. #
Zoning:
Description of Work
Energy COdZ
~A~~"L,- ~~~l
Radon.z.
_A4'~??'L '" "-..-r~ ~ ~:;~'-
~
1\ /~~
I D /
NO OCCUPANCY BEFORE C.O.
FINAL
DATE
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
Permit Fee ~.~
s;gn",u<e(1:-- U~ir
Company
Address
Telephone# ($ 13) b&3 -- Lf b '-l t.
Valuation or ~/ / j _
Contract Price , // 1)
City License Registration # 7; b
State Certified License#
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
SLB J z -9- <'/'{. ~trf:,-
Tub Set
Water
Sewer
Final
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
Ftr.
Pre SLB /2<b~q'f f)tlt2
Lintel
FRM.
Insul. CL
WL
Breakers
Ducts Insl.
Compressor
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.00) 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 inspection 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.
APPLICATION FOR PERKIT
CITY OF ZEPBYRBILLS
BUILDING DEPARTHENT
OWNER'S IWm ~ IAN: Co if A J II,' t- ~t e,f y o~ Zs;ly ~t 115 PHONE
OWNER'S ADDRESS M La AI" L.' i) At 1 ;4 , .~ f Cl r i-
f .
JOB ADDRESS 1-,. IV ,,J ~ A i J..J A N S <5 .A- ~ U ~ f}' 'I r.J\ .' ) I (\II u w /' r .J / /j-/ A ,- r p" ,..t - u p ~ )1 J( h ,"/I s R-
LEGAL DESClUP'l'ION: LOT(S) BLOCK SUBDIVISION
PARCEL LD.'
(OBTAIN FRON PROPERTY TAX NOTICE)
WORK PROPOSED:..LRew Construction ---..Addition ---..Alteration ---..Repair _Install
_Sign
--..Hove
--.J)eIIolish
PROPOSED USE: _Single Faaily
----.lt/F _' of Units ----.lt/H
_~rcial
_Indust. _Swia. Pool _Other
Restaurant fr Health Departaent Approval
DESClUP'l'IOR OF WOlUt: G I- 0 U tv d Lv It t c ~ R 6 {It\ {;d ,. it- t ( ~ ft.I :5 ys-tc M.
BUILDING SIZE:
x
Square Feet,
Height
RESIDEI1TIAL: AtTACH (2) PLOT PLARS Ii: (2) SETS OF BUILDING PLANS Ii: (1) SET ERERGY FORMS.
cotIKERCIAL: A'rlACB (3) SETS OF BUILDING PLANS Ii: (1) SET ERERGY FORKS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CORSTRUCTION.
PERKITS REQUESTED
..1JUILDING
$
Valuation of Total Construction
RI.RcrJUCAL
AIIP Service
Florida Power Corp.
W.R.E.C.
----.ltECIIAlIICAL
$
Valuation of Mechanical Installation
~UKBDlG
GAS
ROOFING
SPECIALTY .
TYPE OF CORSTRUcnOR: --..B1oclt _Fraae _Steel
Other
PDlISHBD PJ.OOR ELEVAfiORS:
F'I'.
IS PROJECT IN FLOOD ZONE AREA?
YES NO
..........................................
Signature
CONTRACTOR SECTION
.. ...
. 'mHPANY GiArt" lI~dJ~Sf) c. ; A +6 s l~ c."
State Cert. or Regist. . r~) (.,
City License Registration' 7/h
..........................................
BlJTl.DER.
RI.RCTRICIAR COMPANY
State Cert. or Regist. #
SilmAture City License Registration .
..........................................
PLUKBER. COKPANY
State Cert. or Regist. .
Signature City License Registration .
..........................................
KECllARICAL COMPANY
State Cert. or Regist. #
Signature City License Registration f
..........................................
OTRRR COKPANY
State Cert. or Regist. .
Signature City License Registration .
..........................................
APPLICATION APPROVED BY PEBKIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
'l'he undersigned understands that this perlit JaY be subject to .deed restrictions. which JaY be lOre restrictive than City
regulations. rhe undersigned assues respoosibility for COIpliance with any applicable deed restrictia.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractor.. to undertake work, they lay be required. to be licell8ed in accordance with
state and local regulations. If the contractor is not licensed as required by law, both the ~ and contractor JaY be
cited for a lisdel8allOr violation under state law. If the owner or intended contractor are uncertain as to wbat licensing
requirl!l8llts JaY apply for the intended wort, they are advised to contact the City of Zepbyrbills Building Departlent, (BI3)
7BB-6611.
Furthenore, if the owner has hired a contractor or contractors, be is advised to have the contractor(s) sign portia of the
.Contractor Sectia. of this application for wbich they will be responsible. If you, as the owner sign as the contractor,
you are indicating that you, rather than the contractor, are responsible for the wort. If the contractor wishes you to sign
as contractor that JaY be an indication that be is not properly licensed and is not entitled to penitting privileges in the
City of Jepbyrbills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of .Plorida's COnstruction Lien Law - lDeoImer's Protection
Guide" prepared by the Florida Departlent of Agriculture and ConsWI8I Iffairs. If the applicant is lUl!OIle other than the
.owner-, I certify that I have obtained a copy of the above described docUlent and premse in good faith to deliver it to the
.owner. prior to co.enCl!l8llt.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the infonation in this application is .accurate and that all wort will be done in CCJlpliance with all
applicable laws regulating construction, loning, and land develoPElt.
Application is hereby lade to obtain a perlit to do wort and installation as indicated. I certify that no wort or
installation bas CDIl!Dced prior to issuance of a perlit and that all wort will be perfoIlelJ to _t staDdarl1s of all IDs
regulating construction, City codes, loning regulations, and land developl8Jlt regulations in the jurisdiction. I also
certify that I understand that the regulations of other goverDl8l1tal agencies JaY apply to the intended vort, and that it is
IY responsibility to identify wbat actions I lUSt take to be in COIpliance. Such agencies include but are not Iilited to:
t Departlent of Invirollll8lltal Regulation- Cypress Baybeads, Wetland Areas and InviroDlenta11r Sensitive Lands,
Water/Wastewater rreatlent
t Southwest Florida Water Managl!l8llt District - Wells, Cypress Baybea4s, Wetland Areas, Altering Watercourses
t lIlY Corps of Engineers - Seawalls, Docks, Ravigable Waterways
t Departlent of Health' Rebabilitative Services, EnvirODl8J1tal Health Unit - Wells, Wastewater !reatlent, Septic 'Ianb
t US BnvirODl8J1tal Protection Igency - Asbestos abatl!l8llt
I also certify that, if fill Jaterial is to be used in Flood ZOne .1. or .1, etc. ., it is understood that a draiDage plan
addressing a .COIpIlD8ating volUle. will be saitted wbieb is prepared by a professional engineer registered in the State of
Florida prior to perlit issuance. . .
I PeIlit issued shall be construed to be a license to proceed with the IIOrt and not as authority to violate, cancel alter, or
Bet aside any provisions of the technical codes, nor shall issuance of a perlit prevent the Building Official fl'Ol thereafter
requiring a correction of errors in plans, construction, or violations of any code. Ivery penit issued shall hecme invalid
unless the IIOrt authoriled by such perlit is co.enced within sillODtbs of issuance, or if IIOrt autboriled by the perlit is
suspended or abandoned for a period of sil IODtbs after. the tile the wort is co.enced. One 90 day atension of tile, Ja' be
allowed for the perlit with fee charge of $15.00. !be atension shall be requested in writing to the Building Official. In
approved inspection lUSt be logged during each sillODth PeriOd, or the project will be considered abandoned.
WIRIfIRG '1'0 (MIBR: YOUR PIILURI '1'0 RECORD A. ROrICE OF C<IIMDCBIIDf lilY RESUL! U YOUR PIYUG 'l'IIICE POI DIPROVIIIII'IS '10 YOUR
. .. . ." .
PROPER'l'Y. IF YOU IIIIDD ro OBfIIRPIlIDCIllGi. COIISUL! WlrB YOUR LBIIDIR OR II 1'l'IORIIY BEPOBB RICORDIRG YOUR JOIlCE OF
C(JUfIRCBIIBN'I'. - JOBS OlDER $2,500 IR VALUE DO ROIIfBBD '1'0 RECORD lID POSr I 'ROIICH OP COlIIDCBIIBN'I".
.;;~
SIGlArURB: OIOIIR OR AGD'I'
SIGII'I'URI: COI'I'IIIC'I'OR
STA'I'I OP PLORIDA
coum OF
The foregoing instrument was acknowledged
before me this , 19____ by
S'I'I'I'I OF FLORIDA
coum OF
The foregoing instrument was aCknowledged
before me this , 19_ by
who is personally known to me or who has
produced
as identification and who did/did not
take an o~th.
who is personally known to me or who has
produced
as identification and who did/did not
take an oath.
(Signature)
(Bame Typed, Printed or Stamped)
NOTARY PUBLIC
(Signature)
(Baas Typed, Printed or Stamped)
BOTARY PUBLIC
SHEET No.
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DRWG: ZPH2DTS
Construction Plans
Remedial Action Plan Implementation
Z.ph~~N M~nlclp81 Airport, ZiPh~.. Florida
FDEP Facllty No. 618620038
Gun I Aleoclate.. Inc. ProJect No. ZEPH-002D
..
~:-"
UST OF DRA'MNGS
111l.E
111l.E SHEET
LEGEND
SITE PLAN
GROUNDWATER TREA Th4ENT SYSTEM SCHEMA 11C
EQUIPMENT SCHEDULE
EQUIPMENT PAD LAYOUT
AIR STRIPPER
TREA Th4ENT PAD .!c TRENCHING
RECOVERY WELL (RW-1)
INFlL TRA 11 ON GALlERY .!c PIEZOMETER
MOTOR CONTROL INTERCONNECTIONS c!c SAMPLE PORTS
ELECTRICAl PANEL .!c Ul1UlY POLE
UNE DIAGRAM & LOAD SCHEDULE
PROJECT SUMMARY:
DETAILS
1-2A
3-6B
7-9
10-13
14-16
17-18
19
INSTALL:
(1) RECOVERY WEll. AN GROUNDWA~ RECOVERY PUMP, A 11' )( 12' FENCED
CON~En: EQUIPMENT PAD, A LOW PROflLE AIR STRIPPER, AND AN ON-SITE
50' x 15' INFlL TRA 110N GAllERY.
Pro(ealonal E'n~~eor: Tmothy C. QJrr
Lk<<t.. Number. 421~
SfgnQ hire:
Date
R.v. ON ~D Dft 119r. RIo~. AA...,..
o [asue for eonatnJctJon JS NG RH
PROJECT LOCA llON MAP
G~
Oft. ..~.
J. Spotawood
SIglaturc
; .
GURR .$c ASSOCIATES, INC.
DMRONYE.'HAL CONSULT ANlS
600 South Florida AYlnu" &.lit. 701
lakek6ld. F:orida J3801
T1 TLE
SHEET
RA E'ngr;'\t<<'
No G1It~t.
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RA~
R. Homann
SIglaturc
Project No.
ZEPH-002D
ShMt No.
1 ~ 13
~l\&V\~i$
A AMPS
AC AIR C~PRESSOR
AS AIR Sl'RIPPtR
Bls BLOWER
8LS BELOW LAND SURFACE
ros CIRCUIT BREAKER STA1'JS
CC CARBON CANISrER
CO ClAAN OUT
CON CONSllWCTlON
COP CENt[R OF PIPE
cp coomot.. P ANn.
OS CONTAOM STA lUS
o ClEP
OA O(f'rusm AmAtoo
DtA OlAMEltR
EX 03S1iNO
L'<? EXPOSURE
F1 rooT OR ft:ET
\Mt OORR ~ ASSOOATE$. IHC-
GALV OALVANtUO
Gf1 CROU>>D FAULT INltAAUPltR
~U GALLONS PER UINU~
GWTS ~HD WAltR lREA1YENT S't'Stnt
H H'tURAUUO
UP HOOWO\\t;R
10 INNER OlAMElt:R
lEP INTf.RF'ACE EQUIPMENT PANEL
IN INCH 00 INCHES
lR INltRrAct REtAY
lSU l!'t'E\. S'MTOt HIGH
l~HH l.E:W\. S\\HtH HICH-HlCH
lst. lE\n. S'MreH LOW
lSS UCHWINO SORCE SUPPRESSOR
~IN UINIMUl.t
~W MON'~NO \W1.L
NO NORMAlL't ClOSED
NO NORUAlL 't ~EN
00 ON CCntR
00 OOltR Ol-'MEttR
OlS O\t.RlOAO lRtP SlAWS
P'ie POL't \\N'rt CUl~lOE
PldP PUMP
R(p RONfORctD CO>>GREU: PH
R\\l(P) REOO\~'t \\{U (PO\.&P)
~ RtGtO GALVANllEO Slttl
SW st.t1roUlE
tl( TANK
UV U\.lRA \~T
\~S) VAtw\A (.'(TRACnOO (S)'SIDA)
\\P \\Ullt~
l)R)\Q ~;\k~G
.. -
- .J)}~~ .l)1>!-~
*""->C-4t CHA1NUNK fENCE
~..- PI~OPERlY Ul-lE/R1GHT-OF-WAY UNE
- U[.....-l.JE~ EXISTING UNDERGROUND ELECffilCAL UNE
- O€ ---oe- EXISTING OVERHEAD ELECffilCAL UNE
-$~S- EXISTING STORM SEWER UNE
~ IJf~lJf- EXISTING UNDERGROUND TELEPHONE / TV CABLE
-OT-o'l'- EXISTING OVERHEAD TELEPHONE / TV CABLE
-ss-~ EXISTING SANITARY SEVfm UNE
-Vl--'YI--- EXISTING WA TEA UNE
. ....--~ PROPOSEO ABOVE GROUND PIPING
-----..- PROPOSED UNDERGROUND PIPING
--...... MISCEllANEOUS EXISTING UNDERGROUND PIPING
RR Date ~~ Oft ~. AA~. AA "gr.
ZEPHYRHILLS MUNICIPAL AIRPORT f--.
0 teeue fOf' ConstructIon .IS HG RH
ZEPHYRHILLS. FLORIDA
FOEP FACIUTY No. 518520036 ------.
GAl PRo..lECT No. ZEPH-002D
.~~~6OCS
[IJ BlJTTERF1. Y VALVE (BY) OAFS AIR F1.0W SWITCH
t><l GATE VALVE (GY) a CBS CIRCUIT BREAKER STAWS
~ SHUT-OFF BALL VALVE (SOY) #- CONTACTOR ENERGIZED STA lUS
~ TRUE UNION BAlL VALVE (SOY) ofl- F1.0W INDICATOR
--f'-...J CHECK VALVE (CY) OFSL LOW flOW SWITCH
~ TRUE UNION CHECK VALVE (CY) oh9- LEVEL CONTROL
(>K:] SHUT-OFF /ll-IROT1l.lNG GlOBE VALVE (SOTV) aOTS O~LOAD TRIP STAlUS
~ TRUE UNION GLOBE VALVE (SOTV) ofQ- PRESSURE GAUGE
SOlENOID VAt VE NO ($V) ~ PRESSURE INDICA TOR SWITCH
~ SOlENOID VALVE NC (SY) OPSH HIGH PRESSURE S'MTCH
Q SAMPLE PORT (SP) 0$50 SOFlWARE CONTROLlED
Q BASKET STRAINER (BS) START/STOP OUlPUT
m UNION JOINT ~ VACUUM GAUGE
[ HOSE CONNECTION e A/C POVtm
C8J TOTAUZlNG flOW METER (TF\4) IHOA) HAND-Off-AUTO S'MTCH
(:)i REDUCER [I] INTERFACE RElAY
~ AUTO-DILUTION VALVE (ADY) @] INffilNSlC SAFElY BARRIER
~ GWTS UTIUlY POlE jlss I UGHTNING SURGE SUPPRESSOR
(1) SPRINKLER HEAD IMOOI MICROPROCESSOR BASED CONffiOLLER
f1RE HYDRANT ~ MOTOR CONTACTOR
()I
T GROUND WATER lEVEL Iwpsl MOTOR PROTECTIVE SWITCH
!IIID EXISTING STORM SEWER INTAKE
@ EXlSllNG MANHOLE
~~)JlaQlS
PROPOStO EXISTING
G) 0
IE ~
6 A
CD ~
~
DESCRIPTION
SHALLOW MONITOR WEll. (uW)
INTmMEOIA TE MONITOR WElL (IW)
DEEP MONITOR WElL (OW)
RECOVERY WEll (RW)
lnAPORARY WEU. (TW)
COUPUANCE WElL (CW)
INJECTION WElL (IJW)
VACUUM EXTRACTION WELL (VW)
DUAL PURPOSE WELL (RW/YW)
o
@ @
@) @)
e .,
proroeelcn~ ~Hr: ~thy Co G\lrr
1.Jc<<l.. ~ 42100
~<2tur<<
Cotee
6~
GURR & ASSOCIATES, INC.
EHVlR~TAL CONSULTANTS
000 South Flor!d<l Avenue. 9Jlt. 701
l~el<l\d. Flcrld<l ~
LEGEND
~~.
J. ~t.wm
~Qturee
RA~~
H. GI:.tt.
~ot>Jree
RAY.~
P. Hon'KJM
~QMec
Pro Je<;t No.
ZEPH-0020
~Mt No.
2 ~ 13
i
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DRWG: / ZPH20st
~.il o~
c._,~~~J 00 I
TRENCI~ "B. PROPOSED EQUIPMENT
(DETAiL 6) (S1~~~ 6)
\ (12' x 11')
INnL TRAllON L~
GALLERY (50' x 15') - -. ,.,.'
TRENCH .C.~:
(DETAIL SA) A/ I '\
,/ I PROPOSED UnUTY
TRENCH .0../ I POlE LoeA 11 ON
(DETAIL 68)/ I ~ (DETAIL 18)
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TRENCH · A- I
(DETAIL 5) ~
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,
,
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,
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,
,
,
,
I
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,
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RW-1
~
MW-i-7
0'1l
MW-2
ASPHALT
~
~
IAW-1
~
~ A MW-6
GRASS
MW-8
o
MW-12 A
~
MW-10
~
W! MW-14
MW-' 1
~
I
IAW-13 ~
ASPHALT
CONCRETE
MW-5
'"
GRASS
ZEPHYRHIll..S MUNICIPAL AIRPORT
ZEPHYRHILLS. FLORIDA
FOE? FAClUlY No, 518520036
GAl PROJECT No. ZEPH-002D
~
~
:J:
Pror~~ ~~ linothy Co <MT
Uc<<iH HlMnber: ..2150
~turec
l)Qtec
Rrt. M. ~ Oft~. 1tA~. P.A w~.
o I$$IJ$ for Constructlon JS NG RH
e
6~
Oft~ Y'Jn09Of'.
..L Sp-oU'IrOO'd
~turec
--
SCALE
I .
o 15 30
fEET
GURR & ASSOCIATES, INC.
~TAL ~SUl.TAHTS
000 SoYth Florlda Awnl.lll, SlJlte 700
l~elmd. FlorIda J.3801
SITE PLAN
RA ErrgInMf'
It GCrite
~ec
RA~
R. Homoon
~ec
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MW-111-' )
MW-9 I-' )
!
/
/
/
/~ UW-:;_3
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/
Pro jeoot No.
ZIPH-002O
SlMt Ho.
3(;113
<;>
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8
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L_________
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I ~2 GPM
I
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L...______
ZEPHYRHIUS MUNICIPAL AIRPORT
ZEPH'tRHIus. FtORJDA
roEP FAClUlY No. 518520036
GAl PROJECT No. ZEPH-0020
I
I
I SUMP
I AIR STRIPPER
I (AS-1)
I(DETAlLS 1 '" 2}
I J- TO 4-
. EXPANSION
r
I
________________________~-l---,
___________ I
----------------, I
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r----~----------------------
I
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4- (H) VENTED
GRA \11Y
EFflUENT
EQUIPMENT PAD
EQUIPMENT PAD
GROUNDWATER RECOVERY
PUMP (RWP-1)
CONlROL PANEl. CP-1
(DETAILS 17 '" 19)
RECO~Y WElL (RW-1)
(DETAILS 7-9)
ORWG: ZPH200TS
I I
'-___.J I
I
L____________.J
NOT TO SCAlE
Pr\)f...rond EngIMer. TImothy Co Gurr
l..JoIn.. N1.mb<<: 421~
~
Date
LEGEND
Elf.CTRICAL POYlm CONDUIT
CONTROL CONDUIT
H'rORAUUC PIPE (H)
.'
PIEZOMETER
R.-t. DGte
o
~ Oft... RA~. RA",
ItaU. for eonatnJctJon JS NO RH
LC-3
o
INFlL TRA nON
GALlERY
DETAILS (10-13)
6~
4- (H)
GURR & ASSOCIATES, INC.
EN~ENTJ\L CONSULTNfTS
eo<) South FTcrfda Avenu.. ~lte 700
1..aItemd. FlcrldG 33801
GROUNDWATER TREATMENT
SYSTEM SCHEMATIC
Oft. Ya'log<<.
J. Spotnood
~oturc
RA ~ec1
N.GIf.tte
Sfglohnc
NOTES:
1} EXPOSED HYORAUUC PIPE (H): sai 80
PYC PIPE (UV PROTECTEO).
2) BURIED HYDRAUUC PIPE (H): sai 80 "PYC
PIPE.
3) EXPOSED ElECTRICAL CONDUIT: ALUMINUM
PIPE 'MlH ALUMINUM UNISlRUT AND SlRAPs.
of} BURIED ElECTRICAL AND CONTROL CONDUIT.
SCH 40 pvc. .
5) ELECTRICAL/CONTROL 'MRE: lHHN.
RA~
R. HClmQM
Slg\oblre
Project No.
ZEPH-002O
~No.
4 ~ 13
ZEPHYRHIUS MUNIOPAL AIRPORT
ZEPHYRHILLS. flORIDA
fDEP FACIUTY No. 518520036
GAl PROJECT No. ZEPH-0020
No. TYPE DESCRIPl1ON- GWTS EQUIPMENT- MODEL I SUPPUED BY
Rtw-1 RECOVERY WElL PUMP GRUNDFOS. 52 GPM. 2.0 HP. SUBMERSIBLE PUMP. 50 FT OF' LEADS, 2 WIRE, 75S20-3 GAl
BUILT-IN CAPACITOR. 50 FT OF 2- FUEL HOSE WITH CAMLOCK CONNEC110NS
LC-1,J RECOVERY VtRl rARR~fl<, ~l? ~CTROOE LEVU SENSO~~. 2-(3NJA), 6-(JZ1B). 140 FT - SEE ELEC. CONT.
LEVEL CONlROL 3ZM , 6- JW1 , (LSH-1. LSL-1, LSC-1 DESCRIPl10N
AS-1 LOW PROFILE CARBTROL LOW PROflLE AIR STRIPPER W!FOUR TRAYS AND SUMP, 52 GPM. 5 HP, CPS-100-600 GAl
AIR STRIPPER 600 CFM. 1 PHASE, mc BLOWER. lSHH-2. AFS-1
TFM/F1-1 TOT AUZlNG FLOW METER HAYS 1-1/2- COlD WATER METER Wi PUL5ER. 10 - 100 GPM, BRONZE BODY, HAYS-ME GAl
& flOW INDICATOR 52 GPM x 1 PULSE/GAUON - 1.2 SEC/pULSE
CV-1 TRUE UNION (1) NIBCO CHEMlROl, 2- PVC TRUE UNION BALL CHECK VALVES TYPE 1 CONTRACTOR
CHECK VAL \IE
SP (1 & 2) SAMPLE PORTS PVC lEE SIZED TO PIPE WITH REDUCER AND 3/4- ll-lREADED BRASS FAUCET DETAILS 15 & 16 CONTRACTOR
SOlV-1 TRUE UNION (1) SHUT-OFF TIiROrruNG VALVE. NfBCO CHEMTROl., 2- TlPE 1 CONTRACTOR
BALL VALVE
SOV-1 TRUE UNION (1) SHUT-OFF VALVE. NIBCO CHEMTROl., 4- TYPE 1 CONTRACTOR
BALL VALVE
158-1 INTRINSIC (1) WARRICK 17 SERIES 17A1EO GAl
SAFETY BARRIER
IS-1 INTERFACE SWITCH (1) WARRICK SERIES 16M MULTI-FUNCTION CONTROL 16MB1AO GAl
CONTROL SERV1CES, INC.. MICROPROCESSOR CONTROL AND COMMUNICATIONS 1-CMX-220
CP-1 CONTROl PANEL 1- TCX-851 GAl
UNIT 'Mlli UGHTNING AND SURGE PROTEC110N 1-EMX-160
MPS-1 MOTOR PROTo SWITCH (1) CU1tER HAMMER. TIiERMAL OVERLOAD. 1~. 230 VOlT. 10 - 16 AMPS A302-LN ELEC. CONT.
MPS-2 MOTOR PROTo SWITCH (1) CU1tER HAMMER. ll-lERMAL OVERLOAD. 1~, 230 VOlT. 25 - 30 AMPS A302-ON ELEC. CONT.
MC-1 MOTOR CONTACTOR (1) CUlLER HAMMER. CONTACTOR RELAY. 1 PHASE, 230 VOLT CE15CNJAB ELEC. CONT.
(STARTER)
MC-2 MOT~ CONT~rTOR (1) CU1tER HAMMER. CONTACTOR RELAY. 1 PHASE. 230 VOLT CE15FN3AB ELEC. CONT.
STARTER
OTS (1 & 2) OVERLOAD TRIP (2) AUXlUARY CONTACT BLOCK. CUltER HAMMER C-320M503 ELEC. CONT.
STAlUS
ProfHalonal En9l1eor: Tinothy Co Q.ur
l.Jc<<1" NI.iITlb<<': 42100
Sfgloture:
Dote
DRWG: ZPH20EQS
R", Date
o
6~
Oft. Wanoger.
J. Spotnood
.. Sf~Qtur<<
G'tlqe
luu. for ConatnlcUon
Oft~. '"~. ,"~.
.IS NO RH
B
::r
\
y-
es-
GURR & ASSOCIATES, INC.
DI\mONI.fDlTAl. CONSUlTANTS
000 S<lyth FtorldG Avenue, ~. 700
laI<.eland, Ftorl&:l J3a01
EQUIPMENT
SCHEDULE
RA En~...
No GIII.tt.
Stgloture:
RA t.(Qnogtr
R. Homann
Stglaturc
Project No.
ZEPH-002O
ShHt No.
S Cf' 13
rr~-~~
II
I I
II
I I
I I
I I
TRENCH c II
DETAIL SA I I
\U
I
ORWG: ZPH2CPAD
PROPOSED GWTS
UllUTY POLE
(DETAil 18)
TRENCH -B-
(DETAIL 6)
TO INFlLTRAll0N GAUERY - /
(DETAILS 10-13) ----------...L-----J
X ~
x
X
CONTROL PANEL
.
1 ·
SOY 1 SIDE
MOUNTED
EXISTING
HANGAR
ZEPHYRHILLS MUNICIPAL AIRPORT
ZEPHYRHILLS. flORIDA
FDEP FACIUTY No. 518520036
GAl PRO~1ECT No. ZEPH-002D
SP-1 & SOlV-1
~RnCALL y
MOUNTED
(DETAIL 15)
Profeuloo<:A Engln6er. TImothy C. OJrr
U~ena. Numbor: -42150
SIgna tur\!l:
Oat\!l:
R.....
Dot.
ChQl'\~
Issu~ for Coostru~tlon
Oft ~.
JS
RA En9". RA 1.19".
NG RH
o
~
1) PAD: SURROUNDED (ON 3 SIDES) BY AN 8' GALV.
CHAIN UNl< fENCE WITH PRIVACY SLATS. 10' MAX.
BETWEEN 2- GALVAN/ZED POSTS. FENCE: LOCATED
6- FROM PAD.
2) ALL HYDRAUUC PIPE (H): SCH. 80 PVC PIPE.
ALL EXPOSED (ABOVE GRADE) H'roRAUUC PIPE:
UV RESISTANT/PROTECTED.
3) All.. ABOVE GRADE ElECTRICAL/CONTROl.. CONDUIT:
3/4-8 ALUMINUM. ALL BElOW GRADE ElECTRJCAll
CONTROl.. CONDUIT: 3/.8 SCH. .w PVC PIPE
4) A MINIMUM OF 1 FOOT OF' STRAIGHT PIPE REQUIRED
ON lHE EfflUENT SlOE OF All TOTAUZING FlOW
METERS TO PREVENT l1JRBUlENOC
5) CONTROl.. AND POWER LEADS: RUN IN SEPARATE
CONDUITS.
6) ALL H'roRAUUC UNES: MAINTAIN 50 PSI OF
PRESSURE FOR 5 MINUTES BEfORE AND AFTER
BACKflWNG lliE TRENCHES.
7) All CONDUIT FASTENING: ALUMINUM UNISTRUTS
AND STRAPS.
8) EtECTRJCAL/CONTROI.. WIRE: lHHN.
9) PO'MR WILL BE OBTAINED fROM ADJACENT HANGAR.
10) GUY WIRES ARE ATTACHED TO .8 DIAMETER POSTS
(SEE DETAIL 2A)
11) 4-POfNT MOUNTING AT EACH HE1GHT LOCATION
e
SCALE
r--
o 1
FEET
I
2
6~
GURR & AssOCtA TES. INC.
ENVIRONMENTAL CONSULTANTS
500 SOOJI.h f1ocVJ~ Avenue, SuIts 700
L<Jkol<Jnd. Florldo ~1
EQUIPMENT PAD
LAYOUT
Oft. !.I<Jnog(lf,
J. Spotaw~
S1g1a tur\!l:
RA En9~,&(lf
N. GIIl.H.
Sl9'1otur<<
RA !.Ion~(lf
R. Homann
S\<;lt'\otur\!l:
Pro~t No.
ZEPH-002O
ShMt No.
& Of' 13
SEE EQUIPMENT PAD
LAYOUT (SHEET 6) FOR LOCATION
OF ftNCE/ ANCHOR POSTS
TOP RAIL
8' aEV.-0-
2. 'M DE;
.... DIA GIJ.Y.
COMPRESSION
RING
CONCRETE PAD EXTENDS
MINIMALLY 12. BEYOND
OUTER EDGE OF POST
ON ALL 5/0\
r--1~
(j ELEV.
NOlE: GUY 'MRES ARE 8 SlRAND
BRAIDED STEEL
AIR SlRlPPER (AS-1)
TOP VIEW
DETAIL 1
....-0.
DRWG: ZPH2DAS1
37'-10. ELEV.
8- DIA. 30# HIGH
SCH .w PVC STACK
ATOP AIR STRIPPER
+22'-10. ELEV.
....CJtt~E~8Jt R?~V,
-e- "'-10. ELEV.
AS-1
(DETAILS 1 & 2)
GUY WIRE CONNECTIONS
DETAIL 2A
I'
....-7"
8- DIA. J(j HIGH
5CH .w PVC STACK
(F1JRNISHED &
INSTAlLED BY CONlRACTOR)
2. WATER
INLET
r -10-
5'-7,75.
-t-2'-O.-1
<IJ 2. DRAIN
Rft. Dob Qlqe
o ;.... for C<lnatrl.l~
8.' )( 10. AIR
OUltET
WATER
-- OUT
(3. OUltET)
AIR STRIPPER (AS-1)
SIDE VIEW
DETAIL 2
ProfeaSonal Engineer: Thlothy 0. <Mr
l.Jeen.. No..mb<<; "21~
~hr<<
[)Qtc
Dft~. AA~. RA~.
JS NO RH
ZEPHYRHILLS MUNICIPAL AIRPORT
ZEPHYRHILLS. nORlOA
FDEP F AClUTY No. 518520036
GAl PROJECT No. ZEPH-0020
..L
4-5/8.T
6~
BLOWER
GURR & ASSOCIA lES, INC.
~'AAotI.fEHTAL CONSUlT NfTS
~ South florldG Awnu.. ~It. 700
Lckeland, A<<Ido J3801
AIR STRIPPER
DETAILS (1. 2 & 2A)
Oft. Yanogtr,
J. Spotnood
SIglatur<<
RA En~"..,
No GlI.tt.
~otur<<
RA~
R. Homann
~
Pro jec:t No.
ZEPH-002D
SllHt No.
7 C6' 13
_L~:.I'
-t
12'
1 '
~l- /~
,.
~I
1
5 S'
'-"-
~3'--i
SCALE
o 1.5 3
FEET
EQUIPMENT PAD (PLAN VIEW)
DETAIL .3
GRADE 60 13
STEa BARS PER
PLAN VIEW
ACE 60 13 REINFORCING
TEa BARS 12- 0.0. EACH
Y (6- COVER AT EDGES)
4000 PSI REINFORCED
CONCRETE SLAB 'Mrn
BER MESH REINFORCING
MATCH EXlSllNG
GRADE lli SOD
::UilikLU/::;
- .... ....... "NA nVE.......:.....
L2+ .:.:. .:.:. '~Ac!<F1!-l':", .:.'.
:;Li?:?\:~m:::~
\JIll;J;1' .. ." .. .." ........." ".. ..
14 1S--.J
TRENCH "0-
DETAIL 6A
4000 PSI CONCRETE SlAB MATCH EXISTING
'Mlli FlBERMESH REINFORCING GRADE
2 1/2-
COVER
. . . . .. :. tI . ..' '4 ~ :.. .... . ". .' :". .' ...... :.....
..".. ".. ...." ".. .. ".. ~ ,," :-" .."., ..
.' "..,'A',. ......
"'.. '. A"" ",". .'....,.... 14.
. ,." ........... .." .
-
VAPOR
BARRIER (ASl\f E96)
EQUIPMENT PAD (TYPICAL SECTION VIEW)
DETAIL 4
OR'1W: ZPH2DlPT
ZEPH'l'RHIUS MUNICIPAL AIRPORT
ZEPHYRHILlS, FLORIDA
FOE? F AClUTY No. 518520036
GAl PROJECT No. ZEPH-0020
MATCH EXlSllNG
GRADE rn soo
:?Xl&1GJ}
." ..... NATIVE'" .....
24- ........ . .......
L ......,....BACKF1LL........:.
MJ.::;t::::::S:@{
I. 18- -I
TRENCH -A-
DETAIL 5
MATCH EXISTING
GRADE rn SOD
:}nLKkf:~::::
24- .:. ':.:.:.' '.NA TIVE. '.:. ':':".
L ........BA~flUr.........
:o\}(\\:\:?/
.. ,,".. ,,".. ,,".. ",".. ,,'..."..
I- 18--.J
TRENCH "0-
DETAIL SB
Rft Date
a,~ Oft~. RA ttw,. RA 119'.
laeue for C<lnswctJon JS NO RH
o.
MATCH EXlSllNG
GRADE rn SOD
:::::::?ibntL:}
24" ......... ...NATIVE'............
L .....:..:.BA.CKFlLL ........:.
.. "" .. ,," ". .. "'''...''.. ,"....
".. ".. ".. ".. ".. ".. ".. ..
::::':'::'::::::\:::::1\:::::::::::::::::\::
.. .." "'" ",," "'.We ",," "" ",," ". ",," "".
I.. 18" ~
TRENCH "8"
DETAIL 6
~
<D J/.... SCHEDULE -40 PVC PIPE (CONlROI.. lEADS)
ED 3/+" SCHEDULE .w PVC PIPE (POMR LEADS)
o 'J: SCHEDULE 80 pya PIPE (GWTS INFlUENl')
0+- SCHEDULE 80 PVC PIPE (GWTS EFfLUENT)
Non::
1) 3" MINIMUM BETWEEN POWER AND CONTROL CONDUITS.
2) ALL HYORAUUc UNES: SHALL MAINTAIN 50 PSI OF
PRESSURE FOR 5 MINUTES BEFORE AND AFTER
BACKFlWNG OF TRENCHES.
ProfeufonQl Engln.., lmothy Co Gurr
lJ<:<<l.. Number. -42150
~turc
Dote:
6~
GURR c!c ASSOCIAlES, INC.
EH\ilRON\04ENT At. COHSlll. T ANTS
500 South Florida Avenu.. 9oI1t. 700
lake/and. f10rfd4 33801
TREATMENT PAD &
TRENCHING - DETAILS (3-68)
Oft. t.4an~.
J.Spotnood
Sfg\QNrC
RA Engineer
N. GIIett.
Sfg\atur<<
RA"'~
R. Homann
SSglature;
Pro]eet No.
ZEPH-002D
ShHt No.
S (I 13
~. .
".
SEE WELL VAULT i.(
DETAILS (8 & 9) ~:::
" .
. ,.1.,
3/6 POLY CABLE .....
ANCHORED 'MTH ': . "
CABLE CLAMPS ;, :}
:\0 .",
, .-
.: ",
[i;
368 X ,368 SPUT - TOP
lOCKING tRAffiC GRADE
PLA
....
.." ':.
.'
.
, . '.
,.".,.
4000 PSI
FlBER MESH
CONCRETE
36- X 368 X 24- DEEP
STEEL WELL VAULT
(CONTRACTOR SUPPUED)
GROUTED ANNULUS
BENTONITE SEAL
68 DIA,
PVC CASING
JACKETED POWER
LEAD llED TO
F1JEL UNE AT
3' INTERVALS
NOTE:
1) DEPTH OF RW PROBES:
FIELD SET BY GAl DURING
lNSTALLA TION,
2) NEMA 4X JUNCTION BOXES:
INSTALLED A MINIMUM OF
2- ABOVE THE TOP OF
RECOVERY WELL CASINGS.
3) WELL VAULT DRAIN:
FlELD TESTED BY
CONTRACTOR,
28 DIA. INDUSTRIAL
GRADE GASOUNE
RESISTANT FLEXlBLE
HOSE
6- DIA, PVC
WELL SCREEN
(SlOT OPENING 0.02-)
FlLL!?ACKED
ANNULUS 'MTH
20/30 SIUCA
LOW LEVEL PROBE
(LSL-1)
RECOVERY WELL PUMP
(RWP-1)
COMMON lEVEL PROBE
(lSC-1 )
SEDIMENT BASIN
6- PVC CASlNG
CAPPED BOTTOM
RECOVERY WELL RW-1
DETAIL 7
DRWG: ZPH20RW1
35 FT,
SCREEN lENGTIi
1,
NOT TO SCALE
Rrv. Dot.
Clan~
Issue (or Construction
Oft II", RA En9'" RA 1Igr-,
ZEPHYRHILLS MUN1ClP AL AIRPORT
ZEPHYRHILLS, FlORIDA
FOE? FACIUTY No, 518520036
GAl PROJECT No. ZEPH-002D
o
JS
NG
RH
2- SCH 80
PVC PIPE
J'. .
.. '
. ....
CAMLOCK
DISCONNECT
2- DOWN
WELL HOSE
SLOPED FINISH FOR
POSITIVE DRAINAGE
CV-1
J..
. ..
.II" .'
.;,. i.
. .. ~;
..... '
" .
.... ;
..',,"
..l:....
.,....
. :.'
;:""
:::~.~'
~:...
, .'.
. :.;/\
',., . ~
'., . .
'r'~; NOT TO SCALE
.' .
:.~ ~
;'- ,
........
~'..': ~
:~:~
" ::~..,
. .
.. '. .
2- DRAIN
o
.;.~ NEMA 4X
", ",,' JUNCTION BOXES
i'''' ,
..... ..
WELL VAULT RW-1 (PLAN VIEW)
DETAIL 8
50 FT,
TOTAL DEPTIi
L _ 368 X 36- SPUT-TOP LOCKING
I TRAffiC GRADE PLATE
4000 PSI FIBER .:~ ;',
MESH CONCRETE :.a. ..
, .,
. ,
. .~, i
. ..':
~~:~~
4: ~.
'~,.' ~
. . ..'-
;" ".'
.', c.
.:.:.~
.:~~
~:;:
.1
...~ .1
. :". ~:.
, .'
.........
.........
,. .
. ;.
"..
'. '.
. ;~.:.'
.~:~.~,
! ..-::
:: :~..
., .
';~"~:':
. ....
....:. 3/48 SCH. .w PVC ~ TO
:'. '''WELECTRICAL CONDUITS 5 C?-1
~ ___ 28 SCH, eo PVC
_____ INFLUENT UHE
(TO EQU1PMENT PAD)
681
-1 f- 68
248
CV-1
CAl.1lOCK
DISCONNECT
~..' ..... .....
'.
68
28 DRAIN
NOT TO SCALE
WELL VAULT RW-1 (SIDE VIEW)
DETAIL 9
ProfessIonal Engl'neer: TImothy C, Gurr
Ucense Number. 42150
Slgnatur\!l:
Dater:
6~
GURR & ASSOCI AlES, INC.
ENVIRONMENTAL CONSULT ANTS
500 South f10rida AVer\u&. Suite 701
Lake/and, f10rlda 33801
RECOVERY WELL (RW-1)
- DETAILS (7-9)
Oft. Managet',
J. Spotswood
SlgMtur\!l:
RA Manager
R. Homann
SIgna tur 0:
Pro Je<;t No.
ZEPH-002O
Sheet No,
9 of 13
RA Engineer
N. GnI.U.
SI~atur\!l:
f:
10' I
~
Ifi
ill
DRWG: ZPH2DtGP
~.._-
DISTRIBUTION BOX
48 PERfORATED
BLACK SE~ UNE
.- Pile
INLET PIPE
FROM
GROUNDWA TER
lREA 11.4 EN T
DISTRIBUTION BOX SYSTEM
48 Pile ClEANOUT .- Pile CLEANOUT
28 PIEZOMETER (DETAIL 13)
;rr: . .9'T~ .....;rr :'T;rr;rr':'Trr;rr~~"';rr."",.-y--:'T:'T~.""';"'T .~~ .<I"f;"'T,-..r;"'T:"T'r'. ;rr~~:"frr;rt~:""J.:"'f:"T:rr.--r~;rr."i""n:"f."~~""';"J.
___________________________________~_~~Y~L__
4- Pile ClEANOUT
4 - PERfORATED
SWEEP 90 BLACK SEv,'ER UHE
.8 Pile CLEANOUT
3/.8 ELECTRICAL
CONDUIT
50'
SAHIT MY TEE
TOP VIEW
DETAIL 10
.- Pile
ClEAN OUT
3/48 ElECTRICAL GEOTEXTlLE
CONDUIT FILTER FABRIC
(TOP, BOTTOM,
AND ALL SIDES)
2- PIEZOMETER
(DETAIL 13)
50'
SIDE VIEW
DETAIL 11
3/"- ELECTRICAL
CONDUIT
GEOTEXlllE
FlL TER F ABRlC
TOP & SlOES
ONLY
ZEPHYRHILLS MUNICIPAL AIRPORT
ZEPHYRHllLS, FLORIDA
fOE? FAClUlY No, 518520036
GAl PROJECT No, ZEPH- 0020
Rn. Dot.
o
Cfklo~ Cl\ IJ<" RA En~. RA..."
rs~e for ConstrucUon JS NG RH
6- CONCRETE APRON
AROUND PIEZOMETER HEAD
__--.J
SIGNAL
CP-1
2- PIEZOMETER
DETAIL 13
INFlL TRA 110N GALLERY CROSS SEcnON
DETAIL 12
NOT TO SCALE
Profeulonol Engln~ TImothy C, Gun'
U~en" Numbor: -42150
SlgnQtur\!l:
Dote:
,"
~'-
. -.~.
. .J .
of ..
, :{
~, "
, ,.
LC-J
3/.8 $CH, -4-0
PVC CONDUIT
ls-f-J
2- DIA.
SLOTTED
PVC WElL
0.018 SCREEN
lSL-3
LSC-3
6~
128 DIAMETER
STrU MANHOlE
.
: ..A
,.t,
" ,
5'
GURR & ASSOCIATES, INC.
ENVlRONUENT AL CONSULT ANTS
RA Engine<<
N. GRlette
Slgnotur\!l:
RA MQnQg~
R. Homann
SIgnature:
:': ~
Ii.
", :
"., 2'
40'
PIEZOMETER
DETAIL 13
500 South florIda AY&f1u~ Sufte 700
Lake/and. Florfdo 33801
INFILTRATION GALLERY &
PIEZOMETER -
DETAIL.S 10~13
Dft, Manog~,
J, Spotswood
Slgnotur~
Pro~t No.
ZEPH-002D
She-&t No,
10 (K 13
MOTOR CONTROL 1 & 2 INTERCONNECTION SCHEMA TIC
(SINGLE PHASE MOTOR}
DETAIL 14
MC-1 & 2
@
@
):(
· Jr -
-H-
ORVtG: ZPH:2OIoICl
L1 L2
D D
OfF AUTO
CHECK BUTTON
(MOMENTARY -ON- CHECK)
RElAY/MOTOR STARTER COIL
PILOT UGHT
NORMAlLY ClOSED CONTACT
NORMAlLY OPEN CONTACT
MPS-1 & 2
~SlGNAL
)~- TO CP-1
ZEPHYRHllLS MUNIOPAL AIRPORT
ZEPHYRHIUS. flORIDA
FOE? f AOUTY No, 518520036
GAl PROJECT No. ZEPH-002D
28 (H)
SHUT-OFFjlHROTTUNG
GLOBE VALVE
VERTICAIJ. Y MOUNlED
3/4- FAUCET
4-S1GNAL
~- TO CP-l
@
~ IN1ERFACE RELAY
D MOTOR -Oft S'MTCH
OfF
D MOTOR AUTOMATIC CONTROL SWITCH
AUTO
e AC POv.ffi
SCH 80 PVC lEE
Vt'Ini 1l1READED
REDUCER W1nt FAUCET
[ SP-1: 2- x 2- x 3/48 TEE
NOT TO SCALE
VERTICAL SAMPLE PORT/SHUT-Off TI-lROTlUNG VALVE
DETAIL 15
SIGNAL
FROM CP-1
IW<<. Ocrte
o
~ Oft~, RA~, RA..,
Issue for ConatrueUon JS NO RH
SlOE-MOUNTED
3/48 BRASS
GLOBE VALVE
Sa1 80 PYC
WATER PIPE
3/48 x 1/48
PVC REDUCER
[SP-2: 48 )( 48 X 3/4- 1EE J
SlDE MOUNIEO SAMPLE PORT
DETAIL 16
Prof_lon<:A En9ln~ linothy C. GIJrT
IJc<<1H NI.Im~ 42150
~\!I:
Dot\!l:
6~
GURR & ASSOCIATES, INC,
ENVlRON....ENT Al. CONSULT ANTS
500 ~th fl~ ,,~u.. Suit. 701
l.ck~d. fl~ J3801
MOTOR CONTROL
INTERCONNECTIONS & SAMPLE
PORTS - DETAILS (14-16)
Oft. "'a'log<<'.
J. SpoUwood
~oturo:
RA~
No GII.tt.
~Qtur<<
RA~
R. H<:m<Inn
~Qhn:
Pro je<:t No.
ZE:F-.+-OO2O
ShHt No.
11 Of' 13
T
110 V - 500W QUARTZ
FLOOD UGH (1)
1.
00 AMP LOA
CEN1ER
WEA THER
PROOF
NEMA 3R
24 CIRCUITS
6'
ATHER PROO
G,F,(, SOCKET
2'
ZEPHYRHILLS MUNICIPAL AIRPORT
ZEPHYRHILLS, FLORIDA
FDEP FACIUlY No, 518520036
GAl PROJECT No, ZEPH-002D
ALUMINUM BACKBOARD SIZED TO FIT
CONlROL
PANEL (CP-1)
(FURNISHED BY GAl)
(SEE SHEET 13)
VE
3/4- RIGID
CONDUITS
1-1/,,8 RIGID CONDUIT
FROM ELECTRIC SERVICE POLE
NOT TO SCALE
ORWG: ZPH20EPM
ELECTRICAL PANEL
DETAIL 17
EYE BOLT
PROVIDE 24- /
TAILS (MIN,)
HEIGHT OF SOCKETS
AND POLE AS REQUIRED
BY LOCAL CODE(S)
TELEPHONE CONNECTION
'MTH LOCKING COVER
4- x 2- ALUMINUM CHANNEL
ISOLATED FROM CONCRETE PAD
BY 12- x 12- x 1/48 ANTI-
CORROSION PLATE
ONE TElEPHONE
CABlE IN 3/.8
RIGID CONDUIT
NOT TO SCALE
NO~ .
1) AlL EXPOSED ELECTRICAL CONDUIT:
3/4- ALUMINUM UNLESS OTIIERWlSE
STATED,
GROUND AS REQUIRED
BY ELECTRICAL CODE
RC"4 DGa
Q\~ Dt\~, RN' [ngr, RN' Wg',
Issue for Construet!on JS NG RH
o
--1..
8- MIN,
STRAP~ MAX. SPACING ~
2- RIGID CONDUIT
(CONDUCTORS AS REQUIRED)
100A METER SOCKET (PER LOCAL POWER UllUTY)
100A MAIN DISCONNECT
UGHlNlNG SURGE SUPRESSOR
1-1/4- RIGID CONDUIT
/TO LOAD CENTER
(DETAIL 17)
GROUND SURFACE
25' PRESSURE lREATED POLE (15- MINIMUM ROUND)
SETTING DEPTH OF 5'
UllUTY POLE
DETAIL 18
Profe8lloo<:A En~lneer. Tinothy C. Gurr
UcenM Numbor: ..2150
Sfgla tur II:
Dat\!l:
G~
GURR & ASSOCIATES, INC.
DNlRONI.lENTAL CONSULTANTS
500 South Florld<l Avenue. SUite 701
lake/and. florida 33801
ELECTRICAL PANEL & UTILITY
POLE - DETAILS (17 & 18)
Oft. "'anager.
J. Spouwood
S1gnatur\!l:
RA En~ln""
No GUlett.
Sfgnatur\!l:
RA "'anager
R. Homann
Sfgnatur\!l:
ProJect No.
Z'E?H-002D
Sheet No.
12 Of' 13
_f)
c~
ZEPHYRHIUS MUNICIPAL AIRPORT
ZEPHYRHIUS, flORIDA
FOE? FAClUTY No. 518520036
GAl PROJECT No, ZEPH-002D
R4'4 Dote
o
ElECTRICAL
GROUND
240 V/100A METER
(DETAIL 18)
" 100A DISCONNECT
(DETAIL 18)
TREATMENT SYSTEM INPUTS
r---- -------------------------------,
I I
I 2?100A LOAD CENTER I
I I
I I
I I
I 2?4OA 2?~A 1 P20A I
I I
I I
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LINE DIAGRAM & LOAD
SCHEDULE - DETAIL 19
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Pro]Kt No.
ZEPH-0020
ShMt No.
13 OF 13