HomeMy WebLinkAbout07-6787
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
6787
Permit Number: 6787
Permit Type: COMMERCIAL
Class of Work: ADD/ALT COMMERCIAL
Proposed Use: COMMERCIAL
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
Name: HESS
Address: 6026 GALL BLVD
ZEPHYRHILLS, FL. 33542
107,000.00
Address: 6026 GALL LVD
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 03-26-21-0010-12800-0000
423.50
423.50
6/28/2007 Phone:
INSTALL NEW CANOPY OVER GAS D1SPENSOR
FIRE PLAN REVIEW FEES
126.00
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FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections 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.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional pennits required from other governmental
entities such as water management, state agencies or federal agencies.
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 record a notice of commencement may result in your paying twice for
improvements to our property. If you intend to obtain financing, consult with your lender or an attorney
before recordin yo r notice of commencement."
NO OCCUPANCY BEFORE C.O.
~~
SIGNATUR PERMITOFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
R4.
0.'
NOTICE OFCOMMEHCEMENT
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2007111069
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Rcpt: 1110793
DS: 0.00
06/28/07
Rec: 10.00
IT: 0.00
Dpty Clerk
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SUSAN HAIRSTON
~ NOTARYPU8UCa=NEWJ:RSEY
Commission Expires SISI2011
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813-780-0020
City of Zephyrhills Permit Application
BuHding Department
Fax~13-780-0021
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Date Received
Owner's Address
Fee Simple Titleholder Name I
Owner Phone Number 73
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Owner Phone Number I
Owner's Name
Fee Simple Titleholder Address I
ICcO;;JCo Go II B \ vd
JOB ADDRESS
LOTti
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D NEW CONSTR D ADD/AL T lX1 SIGN
D INSTALL D REPAIR
PROPOSED USE D SFR [gJ COMM D OTHER
TYPE OF CONSTRUCTION D BLOCK D FRAME Ig] STEEL D
DESCRJPTIONOFWORK I ('0\)09::1 o\fer ps d\ spense\S
I stf~~EI 3\505~1 HEIGHT I
I$~/~
D ELECTRICAL 1$
D PLUMBING 1$
D MECHANICAL 1$
D GAS D
FINISHED FLOOR ELEVATIONS I
PARCELI~ICB-~~\-COIO- l~8CO" 00\0
(OBTAINED FROM PROPERTY TAX NOTICE)
SUBDIVISION
WORK PROPOSED
D
MOVE D
DEMOLISH
OTHER I
BUILDING SIZE
ROOFING
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AMP SERVICE
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PROGRESS ENERGY
WHEC.
BUILDING
('<.\ "00-/
VALUATION OF TOTAL CONSTRUCTION
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Address
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3 License # I Cffl..A as/501 I
h,. COMPANY ..6 <,DlJ "T G.c c. I .~ I
,/ , - REGISTEREO , -1"'y I N I FEE CURRENT ~
1333 S 51? 'f IS ~. ~L 3J7c;rr License # f;:..C"QD/7 S't I
I I ;~:~~ Y I N FEE CURRENT ~ I
I License # I
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VALUATION OF MECHANICAL INSTALLATION
SPECIALTY D
FLOOD ZONE AREA
OTHER
DYES
ONO
BUILDER
SIGNATURE
Address
C-ECTRICIAN ..
SIGNATURE
PLUMBER
SIGNATURE
Address
MECHANICAL I
SIGNATURE .
Address I
OTHER I
SIGNATURE
Address I
COMPANY
REGISTERED
Y/N
FEE CURRENT
~
License #
COMPANY
REGISTERED
Y/N
FEE CURRENT
~
License #
RESIDENTIAL
Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster
Attach (3) sets of Building Plans; (1) set of Energy Forms.
Minimum ten (10) working days after submittal date. Required onslte, Construction Plans, Sanitary Facilities & 1 dumpster
All commercial requirements must ~t compliance.
Attach (2) sets of Engineered Plans.
-PROPERTY SURVEY required for all NEW construction.
COMMERCIAL
SIGN PERMIT
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement Is required. (AlC upgredes over $5000)
Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs Sewers Service Upgrades AlC Fences (PIolISurvey/FOOlage)
Driveways-No! over Counter ~ on pUblic roaclwaysuneeds ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
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 Pasco County Building Inspection Division-Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien law-Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner", I certify 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.
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, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other govemment 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 Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, WaterlWastewater 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.
US Environmental Protection Agency-Asbestos abatement.
Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone "V" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. 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 codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned.
CONTRACTOR ~
1': Subsaibed and sworn to (or afflnned) before IJlllt~i\l
..,Vr(.. ~ ~1""'~ N\C\_~u.) .s. .Co-tnC€ ()
Who i :a~ allY knnwn...J:.8"me or haslhave produced
o~::J\~
Commission NO.~ b sct,lf ~
_~~1JJ~
Name of Notary typed, printed or stamped
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
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT (F.S. 117.03)
OWNER OR AGENT
Subscribed and sworn to (or affinned) before me this
__by
Who is/are pen;onally known to me or haslhave produced
as identification.
Notary Public
Commission No.
Name of Notary typed, printed or stamped
.P._____.._.. .w__ ..'-
City ofZephyrbills' ;
BUII.DINGPLAN REVIEW coJ.vIMEN'm
A1'PI'ovedw/no comments:D
(j!1:~ SlrIl.~J '(J;c
h~ 13-07
&62& (214-(1 6/;/1)
- C'MoPIVf}ti6' ~fs... ..
. Appro~ed wIthe below comments: ~ Denied wIthe below comments: o.
ContractorlHomeowner:
Date Received:
Site:
Permit Type:
. ~\T .~ ~~f.+---I:ct ""'AWT-~ ~,. .I\t)pm :>rJrtL
. JJ~S M-D. p~ vV/L{ Ifi.. 4J.rvt~ {&L CJYYi
~~ f)!\JD R~P [I'fr-r~?f'i~ ---PE'i!.rl'u+ *' 02-B/
- This comment sheet shall be kept with thepemiit.andlorplans.
/
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Building Official .
ContractorandlorHomeowner .
(Required when comments are present)
Date
Fire Chief Robert Hartwig
ZEPHYRHILLS FIRE DEPARTMENT
6907 Dairy Road, Zephyrhills, FL 33542
Bus (813) 780-0041 Fax (813) 780-0044
Occupancy No.:
Plan No.:
Business Name:
Business Address:
Business Phone No.:
Business Fax No.:
Contact:
.J.sJ6.t PLAN REVIEW FEES
CjWtlf ~ite Plan N/C
51ft} uilding Plans .04 sf
Revision .06 sf
FIRE SERVICE USER FEES
o ~~c;-
~ 2-C:, G.A-il
STANDPIPE SYSTEM
[] Per Riser $25
SPRINKLER SYSTEMS
B 0 - 25 Heads $30
26 plus Heads $60
FIRE PUMP
o Per Pump $100
FIRE ALARM SYSTEM
B 0 - 25 Devices $30
26 plus Devices $60
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INSPECTION FEES
Annual N/C
1st Re-inspection $25
2nd Re-inspection $50
3rd Re-inspection $125
4th Re-inspection $250
5th Re-Inspectlon $500
Construction $15
Commercial $25
Billing Phone No.:
Billing Fax No.:
Contact:
PERMIT FEE
FALSE ALARM FEE
1 st Alarm N/C
2nd Alarm N/C
3rd Alarm N/C
4th Alarm $25
5th Alarm $50
6th Alarm $75
7th Alarm $100
8th Alarm $150
9th Alarm $200
10th Alarm $250
Non Compliance $150
"Affidavit of Service/Repair"
SPRINKLER SYSTEMS
Hydro Undergrounds $45
Hydrostatic System $45
Wet Acceptance $30
Dry Acceptance $45
Hydrant Flow $25
[.J Hood / Booth $30
.J Grease Duct $15
FIRE ALARM SYSTEM
B System Acceptance $50
Recall Acceptance $50
SPRINKLER SYSTEMS
o Automatic $15
FIRE PUMP
o Fire Pump $15
FIRE ALARM SYSTEM
o Detection $15
SUPPRESSION SYSTEMS OTHER OTHER
W'I $35 ~ Fire Wall/Smoke Wall $15 WPG" $45
Dry $35 LP Gas $25 Natural Gas $45
CO2 $35 8 Natural Gas $25 Fire Works $25
Other $35 Fuel Tanks $25 Fuel Tanks $45
Tent $15
GREASENENTILATlON
o Hood/Ducts $35
d~
PLANS TOTAL L/2iJ -
Comments:
INSPECTION TOTAc:J
GRAND TOTAL
GREASENENTILATION
B Hood/Ducts $15
Kitchen Suppression $15
FALSE ALARM I
PERMIT TOTAL! TOTAL.
':2.t tJ()
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Date: f;?~ ~7
1 ",",Ioc liuy d:~ ~ Pi
Zephyrhills Fire Rescue
6907 Dairy Road, Zephyrhills, FL 33542
Fire Marshal
Kerry Barnett
Bus (813) 780-0041
Fax (813) 780-0044
June 26, 2007
,
Plan Review Comments
I have reviewed and approved the plans for a fuel canopy located at the 6026 Gall Blvd.
for the Hess Station. My comments have been placed below. Please contact me if you
have any questions with regards to my comments.
1. Certified fire extinguishers in accordance with NFP A 10, shall be located in a fire
extinguisher cabinet on pump islands 1 and 3. ( 2 of 4 islands)
Inspections Required:
1. Canopy Final
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TANK INSTALLATION
HESS STORE No. 09415
6026 N. GALL BLVD.
ZEPHYRHILLS, FLORIDA
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APPR(JVr~D
, by Fire Matshal of Zephyrhills
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LOCATION MAP
Building shall comply wIth
the applicable codes of
Fll)nda Fire Pre','ention Handbook
NFP/\ (Vi th,' Cny of 7i"phy[11i1l~
e;,:lLDIJ'..'(; SHALt COMPLYWIIH
,'LL APPLICABLE CITY OF
~EPHYRHlLLS ORDINANCE.
f~EVH:W OATE:___~ i/'f /.::s-Z
f I J Y OF ZEPHVRdn,Ytsr-r2
;-lli/LDl['<i,'; o Fl';r'IA.l, 'tlJ{ ~'0
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EUILV,;':(J SlltUL COMPLY WITH
,4U APPLICABLE BLlLDlNG,
ELECIRICAL, PLUMBING AND
\ctf'Hf>cNJCAL CODES
ENGINEERING FIRM
M,D.M. ENGINEERING
L1C. No. EB 4857
P.O. BOX 6930
LAKELAND. FLORIDA 33807
(863) 646-9130
OWNER:
AMERADA HESS CORPORA~ON
1 HESS PLAZA
WOODBRIDGE, NEW JERSEY
DRAWING LIST:
CIVIL DRAWINGS:
INCLUDED IN DRAWING
THIS ISSUE NUMBER
SHEET
NUMBER
o C-1
o C-2
o C-3
o TR-1
1 OF 10
2 OF 10
3 OF 10
4 OF 10
TANK DRAWINGS:
0 TA-1 5 OF 1 0
0 TA-2 6 OF 10
0 TA-3 7 OF 10
0 TA-4 8 OF 10
0 TA-5 9 OF 10
0 TA-6 10 OF 10
TITLE
DEMOLITION PLAN
SITE PLAN AND PIPING PLAN
DEWATERING & TREATMENT SYSTEM
TRUCK PATH PLAN
TANK INSTALLATION PLAN AND EQUIPMENT LIST
LONGITUDINAL SECTION AND HOLD-DOWN DETAILS
PARTITIONED TANK LONGITUDINAL SECTION
DETAILS
DIAGRAMMATIC LAYOUT AND ELECTRICAL DIAGRAM
TANKS AND PIPING ISOMETRIC
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MOM JOB 14298
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GRAPHIC SCALE
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CALL 48 HOURS
BEFORE YOU DIG
It's the Law!
1-800-432-4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC. -,...
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'EROSION CONTROL NOTES:
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S 2~ 37' 51" E
164.83'
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NEW TYPE III SILT FENCE AND/OR
HAY BALES AS REQUIRED
AROUND PROPERTY AS SHOWN
(SEE DTL. THIS SHT.)
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EXISTING
HESS STATION
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G.C. TO REMOVE EXIST. U.G. STORAGE
TANKS & ALL ASSOCIATED PRODUCT PIPING
TO DISPENSER & PREP TANK PIT FOR NEW
TANKS PER HESS REQUIREMENTS.
(SEE C-2 FOR DTLS.)
(5) EXIST. PUMP ISLAND AND
DISPENSER TO BE REMOVED. ALL EXIST.
MPD'S TO BE PREPARED FOR CONVERSION
& RE-INSTALLATION.
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G.C. TO REMOVE EXIST.
MPD, DISPENSER SUMP,&
PUMP ISLAND W/ ALL
ASSOCIATED U.G. PIPING BACK
TO TANKS (TYP. OF 5)
(SEE C-2 FOR DTLS.)
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NOTE:
G.C. TO BARRICADE OFF SITE AS REQUIRED DURING TANfK
EXCAVATION DUE TO SHARED DRIVES.
/
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----------------
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GALL BOULEVARD
u.s. 301 S.
1.
5.
6.
-----------
GENERAL NOTES:
CONSTRUCTION MATERIALS, ASSEMBLIES AND PROCEDURES ARE TO FOLLOW
LOCALL Y ADOPTED BUILDING CODES AND SUPPLEMENTARY ORDINANCES.
WHEN A CONFLICT OCCURS BETWEEN SUCH LOCAL CODES AND INFORMATION
SHOWN ON mE PLANS CONSULT ENGINEER OF RECORD FOR RESOLUTION
PRIOR TO COMMENCING WORK.
CONTRACTOR is TO NOTIFY ENGINEER OF RECORD IF SITE CONDITIONS
OR DIMENSIONS DISAGREE WITH INFORMATION SHOWN ON THE DRAWINGS.
WORK IS NOT TO PROCEED UNTIL SUCH DIFFERENCES ARE RESOLVED.
DRA WINGS SHALL NOT BE SCALED.IF NOTED "NOT TO SCALE" OR (INDICA TED
AS N.T.S.) AND THE LISTED DIMENSIONS GOVERN.
EACH CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR DAMAGE TO
THE WORK OF EACH OF THE OTHER TRADES CAUSED BY HIS OPERA 1l0NS.
REPAIR WORK MUST RECEIVE THE PRIOR APPROVAL OF THE COMPANY
REPRESEN T A TI VE.
THE CONTRACTOR IS RESPONSIBLE FOR LOCAllNG ALL EXiSTING UTILITIES
AND FOR PROTECTING THEM FROM DAMAGE. mE CONTRACTOR SHALL
BEAR THE COST OF REPAIR OR REPLACEMENT TO UTILITIES DAMAGED BY
THE CONTRACTOR.
G.C. SHALL PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES
OR SILTATION CURTAIN) TO PREVENT SILTAllON OF ADJACENT PROPERTY,
STREETS, STORM SEWERS, AND WATERWAYS.
EXISTING MONITORING WELLS (M.W.) SHALL BE REMOVED AS REQUIRED. REMAINING M.W.
TO BE RAISED/LOWERED TO MATCH PROPOSED GRADE AS REQ'D. ANY MONITORING
WELLS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AT G.C.'S EXPENSE.
1. PRIOR TO CONSTRUCllON, FILTER FABRIC, SILT SCREENS, STRAW BALES OR
OTHER APPROVED EROSION CONTROL DEVICES SHALL BE INSTALLED ACROSS
mE SWALE AT THE LOWEST DISTURBED POINT TO PREVENT EROSION MATERIAL
FROM LEAVING mE CONSTRUCllON AREA, INCLUDING ANY VACANT AREAS
USED FOR INGRESS AND EGRESS.
2. ALL AFFECTED STORMWA TER PIPES, INLETS AND CATCH BASINS SHALL BE
PROTECTED BY EROSION CONTROL DEVICES TO PREVENT CONSTRUCllON
RELA TED EROSION MATERIAL FROM ENTERING THE STORMWA TER SYSTEM.
3. THE EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY
CONSTRUCTION PROCESS AND SHALL REMAIN IN PLACE UNTIL STABILIZED
~TH SOD AND THE VACANT AREAS ARE SEEDED AND MULCHED.
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6'MAX _
POST OPTIONS:
WOOD 2 1/2" MIN.DIA.
WOOD 2"X4"
OAK 1 1 /2"X1 1 /2"
STEEL 1.33 LBS/FT MI .
OPTIONAL
20'
t;RINCIPAL POST
POSIllON (CANTED
20' TOWARD FLOW)
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FILTER FABRIC
FILTER FABRIC (IN
CONFORMANCE ~TH
SEC.985 FOOT SPEC_)
ELEV A llON
SECllON
NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED FENCE(L.F.)
TYPE III SILT FENCE
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lYPE II SL T FENCE
NOTE: SPACING FOR TYPE III FENCE
TO BE IN ACCORDANCE WITH
CHART 1 , SHEET 1 OF 3 AND
DITCH INSTALLATIONS AT
DRAINAGE STRUCTURES SHEET
2 OF 3.
lYPE II 8L T FENCE
NOTE: DO NOT DEPLOY IN ANY MANNER THAT SILT
FENCES WILL ACT AS A DAM ACROSS
PERMANENT FLOWING WATERCOURSES.
SILT FENCES ARE TO BE USED AT UPLAND
LOCATIONS AND TURBITY BARRIERS USED
AT PERMANENT BODIES OF WATER.
TYPE III SILT FENCE PROTECTION
AROUND DITCH BOTTOM INLET
EROSION AND SEDIMENT CONTROL
PER FOOT INDEX 102
NOT TO SCALE
SHEET FLOW
~ t
BALES OF STRAW STAKED DOWN
SINGLE ROW OF BALES OF STRAW TO BE PLACED
PRIOR TO mE START OF ROUGH GRADING.
PLAN VIEW
2"x2" STAKES
1-1/2' TO 2' IN
THE GROUND
BALE TIES
SECURELY BOUND BALES
REQUIRED FOR DURABILITY
ANCHORING BALES
ANCHORING BALES DETAIL
NOT TO SCALE
_/
6
5
4
3
2
REV. DA TE BY
DESCRIPTION
CHECK APP'D.
CHECKS DRAnlNG
AND CHECK
APPROVALS
DESIGN
APPROVAL
PRO..l:CT ENG.
APPROVAL
FINAL APPROVAL
-----------
---
---
-----.---.----------.-----.------
~~
AMERADA HESS CORPORATION
1 HESS PLAZA, WOODBRIDGE, N.J.
FINAL
APPROVAL
SR.VP.
TITLE
A_F.E_ NO.
DATE:
DEMOLITION PLAN
DWH 5/31/07
PHYRHILLS
DATE
DATE:
HESS STORE No, 09415
6026 N. GALL BLVD,
ZEPHYRHILLS, FLORIDA
LANS PREPARED BY: MDM
Services, Inc.
ENGINEeRING ct ENVIRONMENTAL
501 W. PEACH1REE ST., LAJ<aANO, F1... 33807-6gJO
E.B. , ~7 (663) ~glJO
REV.
DATE:
I
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1" = 10'
GRAPHIC SCALE
,
5 10
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20
,
,
NOTE:
REFER TO HESS TANK
STANDARDS FOR DETAILS
S 2~ 37' 51" E
164.83'
NOTE:
ALL PRODUCT PIPING TO BE SLOPE 1/8" PER FT. (MIN. TO TANKS)
AND PROPO~;ED TANKS TO BE SET AT 4'-0" (MIN,) BELOW GRADE
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EXISTING
HESS STATION
12'-0"
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NEW 6" REINF. CONC.
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NEW 30'x105' CANOPY
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2"\'l S.W. F.G, VENT UNES
SLOPE: 1/8" PER FT.(MIN.)
(TYP, TO VENT RISER)
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CALL 48 HOURS
BEFORE YOU DIG
It's the Law'
1-800-432-4770
SUNSHINE STATE ONE CALL OF FLORIDA,
-----------~--------~----------~---
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(2) 2"0 BLACK
VENT RISERS
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NEW 2-20,000 GAL, U.G.
PRODUCT STORAGE TANKS
(REFER TO TANK DWGS FOR
DTLS.) SET TANKS 4'-0'
MIN. BELOW GRADE
GALL BOULEVARD
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SCOPE OF WORK:
WORK AREA
BARRICADE AREA AROUND TANK EXCAVATION AND PUMP ISLANDS.
INSTALL EROSION CONTROL AROUND WORK AREA AS SHOWN ON DEMOLITION PLAN.
GASOLINE DISPENSERS
GENERAL CONTRACTOR TO REMOVE (5) EXISTING GASOLINE MPD DISPENSERS AND SAWCUT EXISTING CONC, ISLANDS,
AS NECESSARY TO INSTALL (5) NEW BRAVO CONTAINMENT SUMPS. CONC, ISLANDS TO BE REPAIRED AND EXISTING
MPD DISPENSERS TO BE RE-INSTALLED. CONTRACTOR TO SUPPLY STAINLESS STEEL ISLAND ~RMS,
ONE MPD TO BE RETROFITTED WITH HANDICAP ACCESSIBLE KEYPAD, SEE PLAN DESIGNATED Q:!9
CONCRETE
GENERAL CONTRACTOR TO SAWCUT, REMOVE AND REPLACE CONCRETE AS REQUIRED TO INSTALL NEW PRODUCT LINES
PER SITE PLAN AND HESS SPECIFICATIONS.
G.C. TO BACKFILL IN TANK PIT AND PIPING TRENCHES THROUGH EXISTING CONCRETE AREA AND INSTALL
NEW 8" CONCRETE APRON OVER NEW TANKS AND 6" CONCRETE OVER PIPING TRENCHES AND EXCAVATED
CONCRETE AREA TO MATCH THE SURROUNDING SURFACE AS REQUIRED, (SEE TANK SHEETS FOR
PAVING DETAILS)
UNDERGROUND TANKS
GC, TO DE-WATER IF APPLICABLE AND PREP EXCAVATED AREA FOR INSTALLATION OF U.G,
TANKS AND PIPING,
G.C, TO REMOVE (4) EXISTING UNDERGROUND PRODUCT STORAGE TANKS,
G.C, TO DISPOSE OF PER STATE AND LOCAL REQUIREMENTS AND REMOVE ALL EXIST, PRODUCT PIPING
FROM EXIST. TANKS TO PUMP ISLANDS AS REQUIRED. REMOVE DISPENSER SUMPS AND DISPENSERS.
GC TO INSTALL (2) NEW 20,000 GALLON D.W, FIBERGLAS TANKS AS SHOWN ON SITE PLAN AND HESS
SPECIFICA TIONS.
(1) 20,000 GAL. (REGULAR)
(1) PARTITIONED 20,000 GAL,: 12,000 GAL. (DIESEL) & 8,000 GAL, (PREMIUM)
UNDERGROUND PRODUCT UNES
~---'''-----''----''----------
GENERAL CONTRACTOR WILL INSTALL 2"0 INSIDE 3"1ZI DOUBLE WALL PRODUCT LINES FROM NEW ~
MPD'S TO TANKS, /
/
VEEDER ROOT SYSTEM /
GENERAL CONTRACTOR TO REINSTALL EXISTING SYSTEM, WITH NEW PROBES SUPPLIED BY Hiss, REPROGRAMMED AS REQUIRED,
-~~
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WARRANTY
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THE CONTRACTOR SHALL WARRANTY ALL MATERIALS AND EQUIPMENT FURNISHED BY G.C, OR SUBCONTRACTOR
i
AND ALL WORK PERFORMED BY G_C, AND HIS SUBCONTRACTOR FOR A PERIOD OF 1 YEAR FROM TIME OF FINAL
"
PUNCHLlST COMPLETION. THE CONTRACTOR AND HESS SHALL PERFORM AN INSPECTION 11 ~ONTHS AFTER PUNCH
LIST DATE TO DETERMINED IF ANY CORRECTIONS ARE REQUIRED, '
GENERAL NOTES:
MATERIALS TO BE SHIPPED TO mE CONTRACTOR'S WAREHOUSE PRIOR TO PROJECT START. ;CONTRACTOR
"
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GILBARCO MULTI-PRODUCT DISPENSER
- GILBARCO MULTI-PRODUCT DISPENSER
~
--_.~-~---._-------------------
-GILBARCO DIESEL DISPENSER
12"RAD. (TYP,)
CANOPY COLUMN
CANOPY COLUMN
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STAINLESS STEEL
METAL CURB FORM
EXPANSION JNT,
MATERIAL
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4'x12' ISLD. PLAN VIEW ~!i ~li.l~~Eg3R~T~6~M
N,T.S. ( \" .--\ EXPANSION JNT,
~'~ MATERIAL
12'-0"
J
4'x12' ISLD. PLAN VIEW
N,T,S,
4'-0"
-~Cif?}:~i""(t<:tG;'::'7ft8~S';'5(~
SECTION VIEW
PEA ROCK
TYPICAL PUMP ISLAND SECTION
__/1
NO TO SCALE
3'-3~"
CHECK APP'D,
6
5
4
3
2
2/14/06 D,J, REV, PER SITE VISIT ON 11/29/06
*
REV. DATE BY
DESCRIPTION
"--
3 1 /2" 0 D. SCHEDUL~ 40
STAINLESS STEEL INVERT~
"U" BUMPER FILLED W/CON~
SET BUMPER 1'-0" CLEAR OF
ISLAND FASCIA
------ -
CONCRETE PUMP ISLAND
W/STAINLESS STEEL FACIA
CHECKS
AND
APPROVALS
';,;-
DATE:
DRAFllNG
CHECK
DESIGN
APPROVAL
PRO"ECT ENG,
APPROVAL
FINAL APPROVAL
.;. ~"~,X.~c'._~'.:'~
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U.S. 301 S.
.
~ "
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to
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--
-------------
- ------------
~ss
AMERADA HESS CORPORATION
1 HESS PLAZA, WOODBRIDGE, N.J.
3'-0"
SEAL GAP AROUND STEEL BUMPER
W/ SEALANT/BACKER ROD
TITLE
FINAL
APPROVAL
SR.VP.
A,F,E_ NO,
SITE AND PIPING
PLAN
HESS STORE No, 09415
6026 N. GALL BLVD,
ZEPHYRHILLS, FLORIDA
LANS PREPARED BY: ~~~
Services, Inc.
ENGINEERING ct ENVIRONMENTAL
501 W. PEACHlREE ST., W<El..ANO. F1.. ~7-6g30
E.Il. , ~7 (663) ~9130
REV,
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SCALE
DATE
DATE:
DWH 5/31/07
ZEPHYRHILLS
GROUT TOP 3" OF SLEEVE,
RECESS 1" FOR SEALANT
FILL GAPS UNDER AND AROUND
STEEL TUBE wi MASON SAND
5" SCHEDULE 40 pve SLEEVE
INSTALL CONCRETE FOOTING &
PVC SLEEVE PRIOR TO POURING
6" REINFORCED CONCRETE SLAB
"U" TYPE BUMPER POST DETAIL
N,T.S.
DATE:
"
BUILDING
.
(!)
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(Drain Directions
(F -1) Foundations are
, ~5' -O"~ x 4'-6" Deep
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Columns (Typ. 8)
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27'-0"
12'-0"
COLUMN LAYOUT
8, All permits and inspections are to be arranged and obtained by others
unless otherwise stated in USl's signed contract..
105' -0"
OVERALL DIMENISION
CANOPY FOUNDATION PLAN
SCALE: 1/8" = 1'-0"
BUILDING
3"x16"x20ga. White Embossed
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/ Gal,alume Deckicg (78 pes.) 20ga. White Embossed Galvalume 2
~p"im't" Gull" System TS 1 O"x 1 O"x 1 / 4" 8~
{Columns (Typ. 8) (,
0 - r t t~
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.
0 0 1"'- Clri ...- PC1 mC1 ...- PC1 ...- I
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...- .- II II II II
I I Furnish
II II II II -----Scottsd
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--------- -- - - - -------- --- -- -
0 0
6'-5~" 12'-P" 13'-4" 13'- " 13'-4" 13'- " 13'-4" 13'-4" 6'-6~"
CANOPY liGHT I AYOIJT
COlUMN I AYOIJT 12' -0" 27'-0" 27'-0" 27'-0" 12'-0"
PlJRllN SPIICF ~" 38'-6~" 27'-0" 38'-6~" 5 .
J
VERALL DIMENSION 105'-0"
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CA,NOPY FRAMING & LIGHTING PLAN
SCALE: 1/8" = 1'-0"
42" Hess White
ACM Fascia System
u" Hess Green Decol
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V(TYP. 8)
.
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12'-0"
.
(!)
I
DRIVE SLAB BY OTHERS
CANOPY FRONT ELEVATIONS
SCALE: 1/8" = l' -0"
(!)
I
Job Site Requirements
1. Clear area of 15' -0" or larger on each of four sides of structure to be
instolled, For steel installation, area is to be smooth and free of open
trenches to allow for use of field trucks and cranes,
(!)
I
n
42" Hess White
jACM Fascia System
I
2. Entry orea to site is to allow for tractor-troiler (Total length up to
80' -0") approach to installotion area, Any concrete or aspholt poured prior
to USI's arrival must have had ample time to cure and be able to support
the trucks, trailers, and cranes.
.
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\,," Hess G,,,c ~eCCI
3, Footings are to be stripped of all forms by G,C, prior to beginning of
USl's installation, Verify placement of double nuts and washers for anchor
bolts, ensure the anchor bolts are free of any concrete or debris and coat
the anchor bolts with oil to prevent rust.
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4, No overhead electrical wires are to be in the clear installation areas,
5, Provide (2) 120-volt electricol outlets within 100LF of the clear
installation orea for use by USI crews,
DRIVE SLAB BY OTHERS
6, Clear area is to have compacted, stable base within 2" vertical height of
finish slab of structure to allow for completion of installation,
~
~
CANOPY SIDE ELEVATIONS
SCALE: 1/8" = 1'-0"
7. Poured concrete under canopy is to be for storage of moterials and work
space for USI crews only,
9. Any changes to the dimensions or on the drawings shall be reported to
USI prior to fabricotion. Any and all final dimensions and elevations of the
building, foundations, and drainage must be verified and reported bock to USI
via fax prior to fabrication,
STRUCTURAL NOTES
"~0 PVC 90'
verflow Scuppers
~ pes.)
1. FLORIDA BUILDING CODE 2004 and ASCE 7-02 w/2006 AMEND,
2, ROOF LIVE LOAD --30 P,S.F.
3, WIND --120 M,P,H" EXPOSURE C, IMPORTANCE FACTOR-1,O
BLDG CATEGORY-B, INTERNAL PRESSURE COEFFICIENT -N/A,
COMPONENTS AND CLADDING-44,8 P,S.F,
4. SEISMIC ZONE -- 0
5, SOIL CAPACITY 2000 PSF ASSUMED,
6, HOT ROLLED STEEL SHAPES FY=36KSI PLATE - FY=36KSI
7, STRUCTURAL TUBE-, Fy=46KSI
8, ALL STRUCTURAL STEEL TO BE RED PRIME PAINTED
9, COLD ROLLED STEEL SHEET, GALVANIZED--ASTM A446,
GRADE C, Fy=40 KSI,
10, WELDS--E70 ELECTRODES-ALL WELDS BY CERTIFIED WELDERS
11. CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS AND
CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES
PRIOR TO START OF WORK, ALL WORK TO BE IN ACCORD-
ANCE WITH ALL APPLICABLE CODES AND STANDARDS,
12, ALL SCREWS AND BOLTS THRU DECK SHALL HAVE TOP SEALS.
13, ALL FLASHING, GUTTERS, ETC, SHALL BE CONSTRUCTED TO BE
LEAK TIGHT AT THEIR JOINTS OR SEAMS BY USE OF MASTIC,
:rrs @ 32" O.C.
eJl
& Install (24) New 320w
CDle Light Fixtures
LIGHTING SPECIFICATION
1, CANOPY DOWN LIGHTS TO BE 320WATT SCOTTSDALE LIGHT
FIXTURES, MECHANICALLY INSTALLED BY U,S,I. INC,
REVISION DESCRIPTION
. ,JUN 12 2007
/l~~
Frederick A. Blecha, P.E.
BY FL P.E, #50701
DATE: #
_UNIVERSAL STRUCTURES, INC,
2291 U.S, HWY 92 EAST - PLANT CITY, FL 33563
PH: 813-754-0033 FAX: 813-752-8230
FRAMING, FOUNDATIONS, AND ELEVATIONS
FOR A 30' x 105' CANOPY w/8 COLUMNS
JOB NAME AND LOCATION:
Amerada Hess #09415
Hess Canopy
6026 N, Gall Blvd,
Zephyrhills, Florida 33542
DATE: 6/7/07
DRAWN BY: T,J.M.
CHECKED BY: MSC
PROJECT NO: 07-3173
SHT NO. CS-1
CONT. L 1 3/Sx 1 S/Sx 1 6go.
W / # 10 TEK PER OUTRIGGE
L 1 S/S"x 1 3/S"x 16~o,
OUTRIGGER @ 32" OC w/1/S"
FILLET WELD OR (2) # 1 0 TEKS
PER CONNECTION
42" WHITE ACM FASCIA
W/ #12 TEK @24" OC AT TOP AND1
#S TEK @24" OC AT BOTTOM
I
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--- PURLlN PER PLAN
L()
CONT, L 1 3/S"x6 S/S"x20go.
w/#10 TEK PER OUTRIGGER
CONT. S"xS"x20go. GALV,
GUTTER w/#10 TEK AT EACH
OUTRIGGER AND (3) #14
TEKS PER DECK PAN
11 "
2
S"
3"0 PVC DOWNSPOUT w/
S"xS"x20go, COVER w/# 14 TEKS
@24" OC,
OVERFLOW SCUPPER
INSTAllATION
1. CUT 2 1/2"0 HOLE WITH HOLE SAW
2' -0" FROM THE END OF THE CANOPY IN
THE BOTTOM OF THE GUTTER,
2, FROM THE BOTTOM OF THE GUTTER
INSERT PVC REDUCER FITTING THROUGH THE
HOLE INTO THE 90' ELBOW,
3. SEAL WITH CAULK INSIDE GUTTER AROUND
PVC OVERFLOW SCUPPER,
(2"
o
PVC 90. ELBOW
5" x 8"
~
GUTTER~
2" x1 1/2" PVC
REDUCER
SCUPPER SECTION
NOT TO SCALE
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(8 pes,) 18"x18"x1 " (8 pes,) 20"x 11 "x 1 /2"
1 0" SQUARE COL, BASE PLATE LAYOUT
JOB # 07-3173
.
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CARRYING BEAM PER PLAN
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L 1 S/S"x1 3/S"x16go.
OUTRIGGER @ 32" OC w/1/S"
(FILLET WELD OR (2) # 1 0 TEKS
PER CON \JECTION
CAP PL 1 /2"x11 "x20"
(4) 3/4"0 A32S'S
--- PURLlN PER PLAN
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/ PURLlN PER PLAN
/ L2 1/2"x2 1 /2" x3/16 BRACE
W/ 3/4"0 A-32S BOLT
SEE PLAN FOR LOCATION
rw
CONT. S"xS"x20go, GALV.
GUTTER w/#10 TEK AT EACH
OUTRIGGER AND # 12 TEK
@12" OC AT DECK
INTERNAL DOWN SPOUT
I ~(4) 3/4"0 A-325's
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S' -0"0 ROUND
SECTION 1
NOT TO SCALE
1~" 8"
SECTION
2
NOT TO SCALE
DRAIN INSTAllATION
1, CUT 3 1 /2"0 HOLE WITH HOLE SAW 1 /s"
ABOVE BOTTOM OF GUTTER.
2. INSERT 3" PVC PIPE 1" THROUGH HOLE
INTO GUTTER,
TOIP OF PAVEMENT BY OTHERS
3. CAULK INSIDE AND OUTSIDE OF HOLE
AROUND pve PIPE.
~- 2" GROUT BY G,C,
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1 "0X S2"x 6" HOOK ANCHOR
- BOLT W/2 LEVELING NUTS
AND WASHERS ON EACH
(40" EMBED+ 12" THREAD)
(TYP, 32)
..:-rol
1-
(F1) ALTERNATIVE:
5' -0"X5' -0"X4' -0" DEEP
"--- #S REBAR @12" O.C.E.W, MIN. 3" COVER
ROOF DRAIN ISOMETRIC
NOT TO SCALE
(24) 320W LIGHT FIXTURES, FURNISHED
& MECHANICALLY INSTALLED BY
UNIVERSAL STRUCTURES, INC.
,--
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TYPICAL LIGHT DETAIL
NOT TO SCALE
IMPORTANT
U.S,I. RESPONSIBLE FOR
WATERPROOFING AT DECK
CUTOUT.
JUN 1 22007
~k ~J~a, PI.
DATE: # REVISION DESCRIPTION BY FL P.E. #50701
_UNIVERSAL STRUCTURES, INC.
2291 U.S. HWY 92 EAST - PLANT CITY, FL 33563
PH: 813-754-0033 FAX: 813-752-8230
SECTIONS AND DETAILS
FOR A 30' x 10S' CANOPY w/8 COLUMNS
JOB NAME AND LOCATION:
Amerada Hess #09415
Hess Canopy
6026 N, Gall Blvd.
Zephyrhills, Florida 33542
DATE: 6/7/07
DRAWN BY: T.J,M.
CHECKED BY: MSC
PROJECT NO: 07-3173
SHT NO, CS-2
TANK INSTALLATION
HESS STORE No. 09415
6026 N. GALL BLVD.
ZEPHYRHILLS, FLORIDA
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APPR(JVr~D
, by Fire Matshal of Zephyrhills
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LOCATION MAP
Building shall comply wIth
the applicable codes of
Fll)nda Fire Pre','ention Handbook
NFP/\ (Vi th,' Cny of 7i"phy[11i1l~
e;,:lLDIJ'..'(; SHALt COMPLYWIIH
,'LL APPLICABLE CITY OF
~EPHYRHlLLS ORDINANCE.
f~EVH:W OATE:___~ i/'f /.::s-Z
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;-lli/LDl['<i,'; o Fl';r'IA.l, 'tlJ{ ~'0
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EUILV,;':(J SlltUL COMPLY WITH
,4U APPLICABLE BLlLDlNG,
ELECIRICAL, PLUMBING AND
\ctf'Hf>cNJCAL CODES
ENGINEERING FIRM
M,D.M. ENGINEERING
L1C. No. EB 4857
P.O. BOX 6930
LAKELAND. FLORIDA 33807
(863) 646-9130
OWNER:
AMERADA HESS CORPORA~ON
1 HESS PLAZA
WOODBRIDGE, NEW JERSEY
DRAWING LIST:
CIVIL DRAWINGS:
INCLUDED IN DRAWING
THIS ISSUE NUMBER
SHEET
NUMBER
o C-1
o C-2
o C-3
o TR-1
1 OF 10
2 OF 10
3 OF 10
4 OF 10
TANK DRAWINGS:
0 TA-1 5 OF 1 0
0 TA-2 6 OF 10
0 TA-3 7 OF 10
0 TA-4 8 OF 10
0 TA-5 9 OF 10
0 TA-6 10 OF 10
TITLE
DEMOLITION PLAN
SITE PLAN AND PIPING PLAN
DEWATERING & TREATMENT SYSTEM
TRUCK PATH PLAN
TANK INSTALLATION PLAN AND EQUIPMENT LIST
LONGITUDINAL SECTION AND HOLD-DOWN DETAILS
PARTITIONED TANK LONGITUDINAL SECTION
DETAILS
DIAGRAMMATIC LAYOUT AND ELECTRICAL DIAGRAM
TANKS AND PIPING ISOMETRIC
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CALL 48 HOURS
BEFORE YOU DIG
It's the Law!
1-800-432-4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC. -,...
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'EROSION CONTROL NOTES:
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S 2~ 37' 51" E
164.83'
-
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NEW TYPE III SILT FENCE AND/OR
HAY BALES AS REQUIRED
AROUND PROPERTY AS SHOWN
(SEE DTL. THIS SHT.)
.- -,~....."...
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EXISTING
HESS STATION
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G.C. TO REMOVE EXIST. U.G. STORAGE
TANKS & ALL ASSOCIATED PRODUCT PIPING
TO DISPENSER & PREP TANK PIT FOR NEW
TANKS PER HESS REQUIREMENTS.
(SEE C-2 FOR DTLS.)
(5) EXIST. PUMP ISLAND AND
DISPENSER TO BE REMOVED. ALL EXIST.
MPD'S TO BE PREPARED FOR CONVERSION
& RE-INSTALLATION.
\
'--- i
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-'--'--~----~-~-'._------_.._---_._._._--_.._---_._----------
//
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G.C. TO REMOVE EXIST.
MPD, DISPENSER SUMP,&
PUMP ISLAND W/ ALL
ASSOCIATED U.G. PIPING BACK
TO TANKS (TYP. OF 5)
(SEE C-2 FOR DTLS.)
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NOTE:
G.C. TO BARRICADE OFF SITE AS REQUIRED DURING TANfK
EXCAVATION DUE TO SHARED DRIVES.
/
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GALL BOULEVARD
u.s. 301 S.
1.
5.
6.
-----------
GENERAL NOTES:
CONSTRUCTION MATERIALS, ASSEMBLIES AND PROCEDURES ARE TO FOLLOW
LOCALL Y ADOPTED BUILDING CODES AND SUPPLEMENTARY ORDINANCES.
WHEN A CONFLICT OCCURS BETWEEN SUCH LOCAL CODES AND INFORMATION
SHOWN ON mE PLANS CONSULT ENGINEER OF RECORD FOR RESOLUTION
PRIOR TO COMMENCING WORK.
CONTRACTOR is TO NOTIFY ENGINEER OF RECORD IF SITE CONDITIONS
OR DIMENSIONS DISAGREE WITH INFORMATION SHOWN ON THE DRAWINGS.
WORK IS NOT TO PROCEED UNTIL SUCH DIFFERENCES ARE RESOLVED.
DRA WINGS SHALL NOT BE SCALED.IF NOTED "NOT TO SCALE" OR (INDICA TED
AS N.T.S.) AND THE LISTED DIMENSIONS GOVERN.
EACH CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR DAMAGE TO
THE WORK OF EACH OF THE OTHER TRADES CAUSED BY HIS OPERA 1l0NS.
REPAIR WORK MUST RECEIVE THE PRIOR APPROVAL OF THE COMPANY
REPRESEN T A TI VE.
THE CONTRACTOR IS RESPONSIBLE FOR LOCAllNG ALL EXiSTING UTILITIES
AND FOR PROTECTING THEM FROM DAMAGE. mE CONTRACTOR SHALL
BEAR THE COST OF REPAIR OR REPLACEMENT TO UTILITIES DAMAGED BY
THE CONTRACTOR.
G.C. SHALL PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES
OR SILTATION CURTAIN) TO PREVENT SILTAllON OF ADJACENT PROPERTY,
STREETS, STORM SEWERS, AND WATERWAYS.
EXISTING MONITORING WELLS (M.W.) SHALL BE REMOVED AS REQUIRED. REMAINING M.W.
TO BE RAISED/LOWERED TO MATCH PROPOSED GRADE AS REQ'D. ANY MONITORING
WELLS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AT G.C.'S EXPENSE.
1. PRIOR TO CONSTRUCllON, FILTER FABRIC, SILT SCREENS, STRAW BALES OR
OTHER APPROVED EROSION CONTROL DEVICES SHALL BE INSTALLED ACROSS
mE SWALE AT THE LOWEST DISTURBED POINT TO PREVENT EROSION MATERIAL
FROM LEAVING mE CONSTRUCllON AREA, INCLUDING ANY VACANT AREAS
USED FOR INGRESS AND EGRESS.
2. ALL AFFECTED STORMWA TER PIPES, INLETS AND CATCH BASINS SHALL BE
PROTECTED BY EROSION CONTROL DEVICES TO PREVENT CONSTRUCllON
RELA TED EROSION MATERIAL FROM ENTERING THE STORMWA TER SYSTEM.
3. THE EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY
CONSTRUCTION PROCESS AND SHALL REMAIN IN PLACE UNTIL STABILIZED
~TH SOD AND THE VACANT AREAS ARE SEEDED AND MULCHED.
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6'MAX _
POST OPTIONS:
WOOD 2 1/2" MIN.DIA.
WOOD 2"X4"
OAK 1 1 /2"X1 1 /2"
STEEL 1.33 LBS/FT MI .
OPTIONAL
20'
t;RINCIPAL POST
POSIllON (CANTED
20' TOWARD FLOW)
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FILTER FABRIC
FILTER FABRIC (IN
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SEC.985 FOOT SPEC_)
ELEV A llON
SECllON
NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED FENCE(L.F.)
TYPE III SILT FENCE
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lYPE II SL T FENCE
NOTE: SPACING FOR TYPE III FENCE
TO BE IN ACCORDANCE WITH
CHART 1 , SHEET 1 OF 3 AND
DITCH INSTALLATIONS AT
DRAINAGE STRUCTURES SHEET
2 OF 3.
lYPE II 8L T FENCE
NOTE: DO NOT DEPLOY IN ANY MANNER THAT SILT
FENCES WILL ACT AS A DAM ACROSS
PERMANENT FLOWING WATERCOURSES.
SILT FENCES ARE TO BE USED AT UPLAND
LOCATIONS AND TURBITY BARRIERS USED
AT PERMANENT BODIES OF WATER.
TYPE III SILT FENCE PROTECTION
AROUND DITCH BOTTOM INLET
EROSION AND SEDIMENT CONTROL
PER FOOT INDEX 102
NOT TO SCALE
SHEET FLOW
~ t
BALES OF STRAW STAKED DOWN
SINGLE ROW OF BALES OF STRAW TO BE PLACED
PRIOR TO mE START OF ROUGH GRADING.
PLAN VIEW
2"x2" STAKES
1-1/2' TO 2' IN
THE GROUND
BALE TIES
SECURELY BOUND BALES
REQUIRED FOR DURABILITY
ANCHORING BALES
ANCHORING BALES DETAIL
NOT TO SCALE
_/
6
5
4
3
2
REV. DA TE BY
DESCRIPTION
CHECK APP'D.
CHECKS DRAnlNG
AND CHECK
APPROVALS
DESIGN
APPROVAL
PRO..l:CT ENG.
APPROVAL
FINAL APPROVAL
-----------
---
---
-----.---.----------.-----.------
~~
AMERADA HESS CORPORATION
1 HESS PLAZA, WOODBRIDGE, N.J.
FINAL
APPROVAL
SR.VP.
TITLE
A_F.E_ NO.
DATE:
DEMOLITION PLAN
DWH 5/31/07
PHYRHILLS
DATE
DATE:
HESS STORE No, 09415
6026 N. GALL BLVD,
ZEPHYRHILLS, FLORIDA
LANS PREPARED BY: MDM
Services, Inc.
ENGINEeRING ct ENVIRONMENTAL
501 W. PEACH1REE ST., LAJ<aANO, F1... 33807-6gJO
E.B. , ~7 (663) ~glJO
REV.
DATE:
I
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1" = 10'
GRAPHIC SCALE
,
5 10
I
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,
,
NOTE:
REFER TO HESS TANK
STANDARDS FOR DETAILS
S 2~ 37' 51" E
164.83'
NOTE:
ALL PRODUCT PIPING TO BE SLOPE 1/8" PER FT. (MIN. TO TANKS)
AND PROPO~;ED TANKS TO BE SET AT 4'-0" (MIN,) BELOW GRADE
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CALL 48 HOURS
BEFORE YOU DIG
It's the Law'
1-800-432-4770
SUNSHINE STATE ONE CALL OF FLORIDA,
-----------~--------~----------~---
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(2) 2"0 BLACK
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NEW 2-20,000 GAL, U.G.
PRODUCT STORAGE TANKS
(REFER TO TANK DWGS FOR
DTLS.) SET TANKS 4'-0'
MIN. BELOW GRADE
GALL BOULEVARD
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SCOPE OF WORK:
WORK AREA
BARRICADE AREA AROUND TANK EXCAVATION AND PUMP ISLANDS.
INSTALL EROSION CONTROL AROUND WORK AREA AS SHOWN ON DEMOLITION PLAN.
GASOLINE DISPENSERS
GENERAL CONTRACTOR TO REMOVE (5) EXISTING GASOLINE MPD DISPENSERS AND SAWCUT EXISTING CONC, ISLANDS,
AS NECESSARY TO INSTALL (5) NEW BRAVO CONTAINMENT SUMPS. CONC, ISLANDS TO BE REPAIRED AND EXISTING
MPD DISPENSERS TO BE RE-INSTALLED. CONTRACTOR TO SUPPLY STAINLESS STEEL ISLAND ~RMS,
ONE MPD TO BE RETROFITTED WITH HANDICAP ACCESSIBLE KEYPAD, SEE PLAN DESIGNATED Q:!9
CONCRETE
GENERAL CONTRACTOR TO SAWCUT, REMOVE AND REPLACE CONCRETE AS REQUIRED TO INSTALL NEW PRODUCT LINES
PER SITE PLAN AND HESS SPECIFICATIONS.
G.C. TO BACKFILL IN TANK PIT AND PIPING TRENCHES THROUGH EXISTING CONCRETE AREA AND INSTALL
NEW 8" CONCRETE APRON OVER NEW TANKS AND 6" CONCRETE OVER PIPING TRENCHES AND EXCAVATED
CONCRETE AREA TO MATCH THE SURROUNDING SURFACE AS REQUIRED, (SEE TANK SHEETS FOR
PAVING DETAILS)
UNDERGROUND TANKS
GC, TO DE-WATER IF APPLICABLE AND PREP EXCAVATED AREA FOR INSTALLATION OF U.G,
TANKS AND PIPING,
G.C, TO REMOVE (4) EXISTING UNDERGROUND PRODUCT STORAGE TANKS,
G.C, TO DISPOSE OF PER STATE AND LOCAL REQUIREMENTS AND REMOVE ALL EXIST, PRODUCT PIPING
FROM EXIST. TANKS TO PUMP ISLANDS AS REQUIRED. REMOVE DISPENSER SUMPS AND DISPENSERS.
GC TO INSTALL (2) NEW 20,000 GALLON D.W, FIBERGLAS TANKS AS SHOWN ON SITE PLAN AND HESS
SPECIFICA TIONS.
(1) 20,000 GAL. (REGULAR)
(1) PARTITIONED 20,000 GAL,: 12,000 GAL. (DIESEL) & 8,000 GAL, (PREMIUM)
UNDERGROUND PRODUCT UNES
~---'''-----''----''----------
GENERAL CONTRACTOR WILL INSTALL 2"0 INSIDE 3"1ZI DOUBLE WALL PRODUCT LINES FROM NEW ~
MPD'S TO TANKS, /
/
VEEDER ROOT SYSTEM /
GENERAL CONTRACTOR TO REINSTALL EXISTING SYSTEM, WITH NEW PROBES SUPPLIED BY Hiss, REPROGRAMMED AS REQUIRED,
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WARRANTY
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THE CONTRACTOR SHALL WARRANTY ALL MATERIALS AND EQUIPMENT FURNISHED BY G.C, OR SUBCONTRACTOR
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AND ALL WORK PERFORMED BY G_C, AND HIS SUBCONTRACTOR FOR A PERIOD OF 1 YEAR FROM TIME OF FINAL
"
PUNCHLlST COMPLETION. THE CONTRACTOR AND HESS SHALL PERFORM AN INSPECTION 11 ~ONTHS AFTER PUNCH
LIST DATE TO DETERMINED IF ANY CORRECTIONS ARE REQUIRED, '
GENERAL NOTES:
MATERIALS TO BE SHIPPED TO mE CONTRACTOR'S WAREHOUSE PRIOR TO PROJECT START. ;CONTRACTOR
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GILBARCO MULTI-PRODUCT DISPENSER
- GILBARCO MULTI-PRODUCT DISPENSER
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-GILBARCO DIESEL DISPENSER
12"RAD. (TYP,)
CANOPY COLUMN
CANOPY COLUMN
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EXPANSION JNT,
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SECTION VIEW
PEA ROCK
TYPICAL PUMP ISLAND SECTION
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3'-3~"
CHECK APP'D,
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2/14/06 D,J, REV, PER SITE VISIT ON 11/29/06
*
REV. DATE BY
DESCRIPTION
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3 1 /2" 0 D. SCHEDUL~ 40
STAINLESS STEEL INVERT~
"U" BUMPER FILLED W/CON~
SET BUMPER 1'-0" CLEAR OF
ISLAND FASCIA
------ -
CONCRETE PUMP ISLAND
W/STAINLESS STEEL FACIA
CHECKS
AND
APPROVALS
';,;-
DATE:
DRAFllNG
CHECK
DESIGN
APPROVAL
PRO"ECT ENG,
APPROVAL
FINAL APPROVAL
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AMERADA HESS CORPORATION
1 HESS PLAZA, WOODBRIDGE, N.J.
3'-0"
SEAL GAP AROUND STEEL BUMPER
W/ SEALANT/BACKER ROD
TITLE
FINAL
APPROVAL
SR.VP.
A,F,E_ NO,
SITE AND PIPING
PLAN
HESS STORE No, 09415
6026 N. GALL BLVD,
ZEPHYRHILLS, FLORIDA
LANS PREPARED BY: ~~~
Services, Inc.
ENGINEERING ct ENVIRONMENTAL
501 W. PEACHlREE ST., W<El..ANO. F1.. ~7-6g30
E.Il. , ~7 (663) ~9130
REV,
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DATE
DATE:
DWH 5/31/07
ZEPHYRHILLS
GROUT TOP 3" OF SLEEVE,
RECESS 1" FOR SEALANT
FILL GAPS UNDER AND AROUND
STEEL TUBE wi MASON SAND
5" SCHEDULE 40 pve SLEEVE
INSTALL CONCRETE FOOTING &
PVC SLEEVE PRIOR TO POURING
6" REINFORCED CONCRETE SLAB
"U" TYPE BUMPER POST DETAIL
N,T.S.
DATE:
"
BUILDING
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(F -1) Foundations are
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COLUMN LAYOUT
8, All permits and inspections are to be arranged and obtained by others
unless otherwise stated in USl's signed contract..
105' -0"
OVERALL DIMENISION
CANOPY FOUNDATION PLAN
SCALE: 1/8" = 1'-0"
BUILDING
3"x16"x20ga. White Embossed
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6'-5~" 12'-P" 13'-4" 13'- " 13'-4" 13'- " 13'-4" 13'-4" 6'-6~"
CANOPY liGHT I AYOIJT
COlUMN I AYOIJT 12' -0" 27'-0" 27'-0" 27'-0" 12'-0"
PlJRllN SPIICF ~" 38'-6~" 27'-0" 38'-6~" 5 .
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VERALL DIMENSION 105'-0"
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CA,NOPY FRAMING & LIGHTING PLAN
SCALE: 1/8" = 1'-0"
42" Hess White
ACM Fascia System
u" Hess Green Decol
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DRIVE SLAB BY OTHERS
CANOPY FRONT ELEVATIONS
SCALE: 1/8" = l' -0"
(!)
I
Job Site Requirements
1. Clear area of 15' -0" or larger on each of four sides of structure to be
instolled, For steel installation, area is to be smooth and free of open
trenches to allow for use of field trucks and cranes,
(!)
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42" Hess White
jACM Fascia System
I
2. Entry orea to site is to allow for tractor-troiler (Total length up to
80' -0") approach to installotion area, Any concrete or aspholt poured prior
to USI's arrival must have had ample time to cure and be able to support
the trucks, trailers, and cranes.
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3, Footings are to be stripped of all forms by G,C, prior to beginning of
USl's installation, Verify placement of double nuts and washers for anchor
bolts, ensure the anchor bolts are free of any concrete or debris and coat
the anchor bolts with oil to prevent rust.
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4, No overhead electrical wires are to be in the clear installation areas,
5, Provide (2) 120-volt electricol outlets within 100LF of the clear
installation orea for use by USI crews,
DRIVE SLAB BY OTHERS
6, Clear area is to have compacted, stable base within 2" vertical height of
finish slab of structure to allow for completion of installation,
~
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CANOPY SIDE ELEVATIONS
SCALE: 1/8" = 1'-0"
7. Poured concrete under canopy is to be for storage of moterials and work
space for USI crews only,
9. Any changes to the dimensions or on the drawings shall be reported to
USI prior to fabricotion. Any and all final dimensions and elevations of the
building, foundations, and drainage must be verified and reported bock to USI
via fax prior to fabrication,
STRUCTURAL NOTES
"~0 PVC 90'
verflow Scuppers
~ pes.)
1. FLORIDA BUILDING CODE 2004 and ASCE 7-02 w/2006 AMEND,
2, ROOF LIVE LOAD --30 P,S.F.
3, WIND --120 M,P,H" EXPOSURE C, IMPORTANCE FACTOR-1,O
BLDG CATEGORY-B, INTERNAL PRESSURE COEFFICIENT -N/A,
COMPONENTS AND CLADDING-44,8 P,S.F,
4. SEISMIC ZONE -- 0
5, SOIL CAPACITY 2000 PSF ASSUMED,
6, HOT ROLLED STEEL SHAPES FY=36KSI PLATE - FY=36KSI
7, STRUCTURAL TUBE-, Fy=46KSI
8, ALL STRUCTURAL STEEL TO BE RED PRIME PAINTED
9, COLD ROLLED STEEL SHEET, GALVANIZED--ASTM A446,
GRADE C, Fy=40 KSI,
10, WELDS--E70 ELECTRODES-ALL WELDS BY CERTIFIED WELDERS
11. CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS AND
CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES
PRIOR TO START OF WORK, ALL WORK TO BE IN ACCORD-
ANCE WITH ALL APPLICABLE CODES AND STANDARDS,
12, ALL SCREWS AND BOLTS THRU DECK SHALL HAVE TOP SEALS.
13, ALL FLASHING, GUTTERS, ETC, SHALL BE CONSTRUCTED TO BE
LEAK TIGHT AT THEIR JOINTS OR SEAMS BY USE OF MASTIC,
:rrs @ 32" O.C.
eJl
& Install (24) New 320w
CDle Light Fixtures
LIGHTING SPECIFICATION
1, CANOPY DOWN LIGHTS TO BE 320WATT SCOTTSDALE LIGHT
FIXTURES, MECHANICALLY INSTALLED BY U,S,I. INC,
REVISION DESCRIPTION
. ,JUN 12 2007
/l~~
Frederick A. Blecha, P.E.
BY FL P.E, #50701
DATE: #
_UNIVERSAL STRUCTURES, INC,
2291 U.S, HWY 92 EAST - PLANT CITY, FL 33563
PH: 813-754-0033 FAX: 813-752-8230
FRAMING, FOUNDATIONS, AND ELEVATIONS
FOR A 30' x 105' CANOPY w/8 COLUMNS
JOB NAME AND LOCATION:
Amerada Hess #09415
Hess Canopy
6026 N, Gall Blvd,
Zephyrhills, Florida 33542
DATE: 6/7/07
DRAWN BY: T,J.M.
CHECKED BY: MSC
PROJECT NO: 07-3173
SHT NO. CS-1
CONT. L 1 3/Sx 1 S/Sx 1 6go.
W / # 10 TEK PER OUTRIGGE
L 1 S/S"x 1 3/S"x 16~o,
OUTRIGGER @ 32" OC w/1/S"
FILLET WELD OR (2) # 1 0 TEKS
PER CONNECTION
42" WHITE ACM FASCIA
W/ #12 TEK @24" OC AT TOP AND1
#S TEK @24" OC AT BOTTOM
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--- PURLlN PER PLAN
L()
CONT, L 1 3/S"x6 S/S"x20go.
w/#10 TEK PER OUTRIGGER
CONT. S"xS"x20go. GALV,
GUTTER w/#10 TEK AT EACH
OUTRIGGER AND (3) #14
TEKS PER DECK PAN
11 "
2
S"
3"0 PVC DOWNSPOUT w/
S"xS"x20go, COVER w/# 14 TEKS
@24" OC,
OVERFLOW SCUPPER
INSTAllATION
1. CUT 2 1/2"0 HOLE WITH HOLE SAW
2' -0" FROM THE END OF THE CANOPY IN
THE BOTTOM OF THE GUTTER,
2, FROM THE BOTTOM OF THE GUTTER
INSERT PVC REDUCER FITTING THROUGH THE
HOLE INTO THE 90' ELBOW,
3. SEAL WITH CAULK INSIDE GUTTER AROUND
PVC OVERFLOW SCUPPER,
(2"
o
PVC 90. ELBOW
5" x 8"
~
GUTTER~
2" x1 1/2" PVC
REDUCER
SCUPPER SECTION
NOT TO SCALE
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1'-6" 11 "
(8 pes,) 18"x18"x1 " (8 pes,) 20"x 11 "x 1 /2"
1 0" SQUARE COL, BASE PLATE LAYOUT
JOB # 07-3173
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CARRYING BEAM PER PLAN
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20go. GALVALUME DECKING @16"
OC PRE-FINISHED WHITE
EMBOSSED. CLIP EACH DECK RIB
USEING (2) CLIPS AT EACH
PURLlN,
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L 1 S/S"x1 3/S"x16go.
OUTRIGGER @ 32" OC w/1/S"
(FILLET WELD OR (2) # 1 0 TEKS
PER CON \JECTION
CAP PL 1 /2"x11 "x20"
(4) 3/4"0 A32S'S
--- PURLlN PER PLAN
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/ PURLlN PER PLAN
/ L2 1/2"x2 1 /2" x3/16 BRACE
W/ 3/4"0 A-32S BOLT
SEE PLAN FOR LOCATION
rw
CONT. S"xS"x20go, GALV.
GUTTER w/#10 TEK AT EACH
OUTRIGGER AND # 12 TEK
@12" OC AT DECK
INTERNAL DOWN SPOUT
I ~(4) 3/4"0 A-325's
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II=: - - - - - - --
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FASTEN OUTRIGGER TO DECK
w/# 12 TEK PER RIB
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S' -0"0 ROUND
SECTION 1
NOT TO SCALE
1~" 8"
SECTION
2
NOT TO SCALE
DRAIN INSTAllATION
1, CUT 3 1 /2"0 HOLE WITH HOLE SAW 1 /s"
ABOVE BOTTOM OF GUTTER.
2. INSERT 3" PVC PIPE 1" THROUGH HOLE
INTO GUTTER,
TOIP OF PAVEMENT BY OTHERS
3. CAULK INSIDE AND OUTSIDE OF HOLE
AROUND pve PIPE.
~- 2" GROUT BY G,C,
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1 "0X S2"x 6" HOOK ANCHOR
- BOLT W/2 LEVELING NUTS
AND WASHERS ON EACH
(40" EMBED+ 12" THREAD)
(TYP, 32)
..:-rol
1-
(F1) ALTERNATIVE:
5' -0"X5' -0"X4' -0" DEEP
"--- #S REBAR @12" O.C.E.W, MIN. 3" COVER
ROOF DRAIN ISOMETRIC
NOT TO SCALE
(24) 320W LIGHT FIXTURES, FURNISHED
& MECHANICALLY INSTALLED BY
UNIVERSAL STRUCTURES, INC.
,--
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TYPICAL LIGHT DETAIL
NOT TO SCALE
IMPORTANT
U.S,I. RESPONSIBLE FOR
WATERPROOFING AT DECK
CUTOUT.
JUN 1 22007
~k ~J~a, PI.
DATE: # REVISION DESCRIPTION BY FL P.E. #50701
_UNIVERSAL STRUCTURES, INC.
2291 U.S. HWY 92 EAST - PLANT CITY, FL 33563
PH: 813-754-0033 FAX: 813-752-8230
SECTIONS AND DETAILS
FOR A 30' x 10S' CANOPY w/8 COLUMNS
JOB NAME AND LOCATION:
Amerada Hess #09415
Hess Canopy
6026 N, Gall Blvd.
Zephyrhills, Florida 33542
DATE: 6/7/07
DRAWN BY: T.J,M.
CHECKED BY: MSC
PROJECT NO: 07-3173
SHT NO, CS-2