HomeMy WebLinkAbout1101 S BROADWAY ST_17-2014___________1101 S BROADWAY ST
i City of La Porte
604 W Fairmont Pkwy
La Porte, Tx 77571
(281)470-5073 INSPECTION LINE:(281)
470-5130
****BUILDING PERMIT****
------Pp---------------- ----------- ---------
Application Number . . . 17-00002014
-----------
Date 1/04/18
Property Address . . . . . . 1101 S BROADWAY ST
HCAD Number: 024-189-010-0001
Alternate Search Method:
Application type description ADDN, TANK INSTALLATION
Subdivision Name . . . . . . LA PORTE
Property Use . . . . . . . . REAL COMMERCIAL
Property Zoning . . . . . . . COMM - GENERAL
Application valuation . . . . 150000
------ ------------
Type of Work
underground storage tank
----------------------------------------------------------------------------
Owner Contractor
------------------------ --------- --------
JACKS PLAZA LLC GEO ENVIRONMENTAL
CONSULTANTS
1101 S BROADWAY ST 40 LYERLY
LA PORTE TX 77571 HOUSTON
TX 77022
(713) 695-4708
-------------- Structure Information 000 000 -
------------
Construction Type . . . . . NON-COMBUSTIBLE II
Occupancy Type . . . . . . MERCANTILE
Flood Zone . . . . . . . . ZONE AE
----------------------------------------------------------------------------
Permit . . . . . . BLDG PERMIT -FIRE SUPPRESSION
Additional desc . . UNDERGROUND STORAGE TANK
Permit pin number . 556878
Permit Fee . . . . 912.50 Plan Check Fee
456.25
Issue Date . . . . 1/04/18 Valuation . .
. . 150000
Expiration Date . . 7/03/18
Qty Unit Charge Per
Extension
BASE FEE
687.50
50.00 4.5000 THOU BLDG - 100,001 - 500,000
225.00
---- ------------------
Special Notes and Comments
Under Ground Storage Tank
1. Call for inspection
.2. As per Fire Marshall plan review and
notes.
3. This permit is for underground
storage tank.
4. Contractor/owner responsible for
removal of all construction debris.
S. A building permit and all its
applicable sub permits may be based on
the remainder of the work to be done.
However if the work is not completed
City of La Porte
604 W Fairmont Pkwy
La Porte, Tx 77571
(281)470-5073 INSPECTION
LINE:(281) 470-5130
• ****BUILDING PERMIT****
-------------------------------------------------------
e 2
Page
Application Number . . . . . 17-00002014
-------- -----
Date 1/04/18
-------------------
Special Notes and Comments
within the allotted time of the renewal
period, the building permit and all
applicable sub permits must be applied
for as a new permit, and all permit fees
will be calculated from the original
permit valuation.
------------------------------------
---------------------------
Fee summary Charged Paid
---------- --
Credited Due
- -----
----------------- ----------
Permit Fee Total 912.50 912.50
.00 .00
Plan Check Total 456.25 456.25
.00 .00
Grand Total 1368.75 1368.75
.00 .00
OF CONTRACTOR OR AUTHORIZED AGENT
(APPROVED BY BUILDING OFFICIAL OR AUTHORIZED %LTT) DATE
Y
Md....
SebcI PoU�
,wmoa onm_ '
Parcel Inquiry
Address: MULTIPLE ADDRESSES WERE FOUND AT THIS PARCEL
Main address: 1101 S BROADWAY ST CUP
ub 1 Sub 2 Blk Lot
24 189 010 0001
parcel processing code:
Effective date, status: 0/00/00 Active
PARCEL OWNER
1101 S BROADWAY ST LA PORTETX 77571
i
L2EGEIVE,
2017
COMMERCIAL
PLAN REVIEW COVER SHEET
(INTEPNAL USE
ADDRESS: I o J S 1A0,4 - .* � e
OWNER'S NAME:6 17:7Nv!A..,, _44 ( Cast.. (.4� s
PROJECT TYPE: Pnr k NEW: ADDN:
HCAD#: HTE LOC#:
FLOOD ZONE: USE ZONE:
Y/N SUB /DATE RETURNED
TIRZ ZONE?
SM VISIT (DRAINAGE)
ZONING PERMIT
CERT. SITE PLAN APPROVAL
ASBESTOS SURVEY RECEIVED
TAS (ADA) PROOF OF SUBMITTAL
F101 RESOL. APPLICABLE?:
F216-00-00 RESOL. APPLICABLE?:
FILL DIRT APPL/PERMIT
CLEARING PERMIT NEE, DED?
FLOOD PERMIT NEEDED?:
W/S FEES APPLICABLE?:
100% MASONRY/GLASS
STORM WATER QUALITY PERMIT
TAXES UP TO DATE?:
DATE OF REVIEW:
ITEMS NEEDED FOR ISSUANCE OF
1. CURRENT INSURANCE CERT. (if
(Applicable on Demo, Addn, or Remodel)
(Applicable to Comm. Or Ind.)
(If yes, permit cannot be issued.)
(If yes, permit cannot be issued.)
(If yes, figure fees. If no, use w/s form to
explain why they are not.)
OK
OWNER OR CONTRACTOR NOTIFICATION
DATE TIME NAME OF PERSON CONTACTED
—Eo0•'l pall PJ1gs MAf I
S:\CPShue\WSP=ON DMSION\1mpecdom\COML PLAN REVIEW COVER SHEET.doc Rev. FEB2012
INSPECTION SERVICES
BUILDING PERMIT CHECKLIST
(COMMERCIAL)
Job Address:
Owner Name: Flood
Type of Work: New Remodel Addition
Date Received in Inspections:
Legal Description:
Zoning:
Allowable Use? Y OR N
a
Street/Alley Closing Action? Ord. #s:
Complete and accurate construction drawings (all phases) are one of the most important steps in
completing your project. They will be used to cost out the job, get estimates from any
subcontractors, show details in legal documents, and to obtain necessary permits.
FORMAT
Furnish two sets of construction documents including the following items:
Survey of Property
(SBC 104.2.5) Yes or No
Certified Site Plan to Scale indicating:
(Dev Ordinance 1444)Yes or
No
(If required by Planning Department)
(Appendix E)
• North Arrow
(Dev Ordinance 1444)Yes or
No
(Appendix E)
• All existing & proposed construction
(Dev Ordinance 1444) Yes or
No
(Appendix E)
• All required building setback lines
(Dev Ordinance 1444) Yes or
No
(Appendix E)
• Utility Easements/Alleys, Streets
(show if applicable)
(Dev Ordinance 1444)) Yes or
No
(Appendix E)
• Distance for proposed structure to property lines (Dev Ordinance 1444) Yes or
No
(Appendix E)
Inspections Division Building Permit Checklist Page 2
• TIRZ Zone?
• 100% Masonry/Glass
• Storm Water Quality Permit
• Zoning Permit
• Asbestos Survey (if applicable)
• Energy Code Analysis (if applicable)
• TAS (ADA) Proof of Submittal
• F101 Resolution applicable
• F216-00-00 Resolution applicable
• Utility Verification Needed (CDR)
• Address Request Needed (CDR)
• Culvert Request Needed (CDR)
• Harris County Driveway/ Culvert
permit received?
• Harris County Health Dept. (Restaurants)
approved "Plans Review Information Report"
received from Hams County?
• Fill Dirt Permit (if applicable)
• Clearing Permit (if applicable)
• Flood Plain Development Permit
(if building is in "AE" or "VE" flood zone)
• Water & Sewer Fees Applicable
• Completed Petition to Tie on to
Existing Water/Sewer Mains
• Sample Well Proposed?
• Current Certificate of Insurance
• Construction Drawings with Engineer's
Seal (if applicable)
Foundation Plans
d• Structural Framing Plan
❖ Exterior Elevation Plan
Electrical Drawings
❖ Plumbing Drawings
❖ Mechanical Drawings
❖ Drainage Plan
❖ Slab Elevation (if applicable)
Yes
or
No
Yes
or
No
Yes
or
No
(City Ord 106-142)
Yes
or
No
(State Law)
Yes
or
No
(State Law)
Yes
or
No
(State Law)
Yes
or
No
(CLP Resolution)
Yes
or
No
(CLP Resolution)
Yes
or
No
(City Ord 106-141)
Yes
or
No
(City Ord 106-141)
Yes
or
No
(City Ord 106-141)
Yes
or
No
Yes or No
Yes
or
No
(City Ord 1444-A)
Yes
or
No
(City Ord 1501-R5)
Yes
or
No
(City Ord 194-63)
Yes
or
No
(Ord 759-F)
Yes
or
No
(Ord 759-F)
Yes
or
No
(City Ord 74-121(c)
Yes
or
No
(City Ord 82-35)
Yes
or
No
(State Law)
Yes
or
No
(State Law)
Yes
or
No
(State Law)
Yes
or
No
(State Law)
Yes
or
No
(State Law)
Yes
or
No
(State Law)
Yes
or
No
(State Law)
Yes
or
No
(State Law)
Yes
or
No
(State Law)
Yes
or
No
SACPSh=\INSPECTION DIVISIONUnspectionsUdg P Checklist Coml.docJu12011
1101 S. Broadway
Underground Storage Tank
1. Call for inspection
2. As per Fire Marshall plan review and notes
3. This permit is for Underground Storage Tank
4. Contractor/owner responsible for removal of all construction debris
5. A building permit (and all its applicable sub permits) may be based on the
remainder of the work to be done. HOWEVER, if the work is not completed
within the allotted time of the renewal period, the building permit (and all
applicable sub permits) must be applied for as a NEW permit, and all permit
fees will be calculated from the original permit valuation.
liTy
copy
ONINn10n IM110 9H101
1Viild NlS IVIO V '!JOV1 aav
Sfdtlln u3Ji`vZo�� �;;1 �I
LA PORTE
FIRE MARSHAL'S
1°'1Ir t OFFICE
FF::
"PLAN REVIEW"
Date
01/02/2016
Business Name
Jack's Groceries #14
Address
I101 S. Broadway
Type of Review
Underground Storage Tank (UST)
Contractor
TBD
Reviewed by
Clif Meekins, Fire Marshal
City Permit #
17-2014
Approval
YES
The Applicant shall be responsible to ensure me design speclbcations and plans am complete and In compliance wlm me requirements set roan in me zaio
International Fire Code (IFC) and Local Amendments as well as the applicable referenced Standards listed in Chapter a5 of the 2015 IFC. This plan review is not
intended to be fully inclusive as other requirements may be imposed as warranted by the Fire Marshal or as deemed necessary during on -site inspections by the Fire
Marshal's Office.
1) CONTRACTOR SHALL CONTACT THE FIRE MARSHAL'S OFFICE FOR
INSPECTIONS OF:
a) Underground tank excavation and observation of tanks BEFORE placing in the ground.
b) Pressure test shall be done in accordance to the manufactures instruction. A copy the
manufactures instruction/test procedure shall be onsite for Fire Marshal's Office testing.
c) Final inspection of monitoring system sensors, emergency/automatic shut -offs,
overspill/overfill prevention equipment, protective bollards (if applicable), and signage.
2) A licensed technician shall be on site the day of Fire Marshal's Office testing
3) Approved (Stamped) copy of the plans shall be on the job site and available to the Fire Marshal
Inspector at any time during installation.
4) Remote fuel shut-off shall be installed in a conspicuous place and clearly labeled. The remote fuel
shut-off CANNOT be controlled by a computer or by having to access the cash register.
)AN 0 3 2018 }
'(0 flit
�rvv`.
125 South T'Street, La Porte, TX 77571 * Office: 281-867-4603 * Fax: 281-867-4629
4
G E O Environmental Consultants. Inc.
_®
40 Lyerly Street, Houston, Texas 77022
Contractor: Geo Environmental Consultants, Inc.
Contact: Marco Alegre (713) 695-4708
geoarch 1 @geoenvconsultants.com
Site Address: 1101 S Broadway St
LaPorte, Texas 77571
Scope of Work:
Phone:(713)695-4708 Fax:(713)695-5736
1. This site is an existing convenience store
2. Removal of three (3) Underground Storage Tank (UST)
3. Installation of one (1) underground fuel storage tank of 30,000 (18+6+6) gallons
4. Installation of double wall fiberglass, underground product lines, and steel Bollards
5. Installation of four (4) fuel dispensers
Please find the attached:
Manufacture Specs.
SitePlan ........................................................................................SP1
Fuel Tank Details...............................................................................FPI
FuelTank Notes.................................................................................FP2
FuelDetails.........................................................................................FP3
FuelDetails.........................................................................................FP4
ECEIV�= i
DEC 2 Z 2017
LJ L--iJ
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UV U LJ9 DR3 �a UV a f1
U Parking: Standard size is 9'x18' with 25' dr'
9 Ive aisles. Parking requirements
are outlined in Article VI of:Chapter 106 of the city's Code of Ordinances.
Accessible parking required in accordance, with ADA/Texas Accessibility
-- --—CEN1ERLINE h,R ROAD Standards. Include parking table.
1
Not : Loois ^P
wit 4 tr s 7A,1.) A Iq A
9
PARKING TABLE
Parking Spaces Required (Include parking ratio from Section 106-839): 4+10 = 14
Parking Provided: 22
Accessible Parking Spaces Required: 01
Accessible Parking Spaces Provided: 01
Q dolt IV Tr A
EXISTING CONCRETE DRIVEWAY EXISTING CONCRETE DRIVEWAY
LIB' ------------ --
SIDEWALK N87002'28 "E - 166.68'
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F ,L EXISTING r
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2d' �O'L�j�tC 43'-8" g' CONCRETE 36,
4 a 20' BUILDING LINE 0
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(1 STORY)
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18'
TYP.
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PROPOSED:
1000
GREASE TRAP
7:,0 GAL. &
7
SAMPLE WELL
BLOCK 1110
TOWN OF LA PORTE
rec. in Vol. 60, Pg. 115 H.C.D.R.
r�
I
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D
I o i 1 ` NO DRIVE THRU ON PROVIDE
EX STD '
TFIIS PROJECT
o CA i DUMPSTER
i a Li
�I Lol CURB TO BE--------,-_—.�
LOWER TO
EXISTING GRADE. I SUBJECT TRACT 0.693
V t I ACRES or 30 181.09 S . Ft
I I 15' I EXISTING ( 1 q
�. , �_..• CONCRETE I LOTS
-E�k � t t hr u 6 8 31 & '
N 1 (( �I i TRACKS 7A, 12A, 14A, 30A
81 Track "A' '
W ! (PT ABANDONED 16-ft ALLEY)
ZO LA PORTEEXI'
iTly 16' 8' IL � — —EXISTING CONCRETE— — — — `- — — — — — — — -- --
CONCRETE TO E REPLACED WITH NEW -
�,�� ; EXISTING CONCR Q 24 -� NEW CONCRETE
CONCRETE AT SAME GRADE.
OPOSED TANK LOCATI�V
TANKS &CANOPY AREA -- ---- - - - N I F EL SYSTEM PERMITTE I 111 SPACESI { '
6 �� 1 BSE' ARATE4Y i 6 9'
SIDE SETBACK I i } 1TYP.VEINS 2001011
'
n S 7°O1'00"W '-- 48.59' NO3°36' 4" - 7. 00 01 s E ILA i�
N — ...
o r !r
S87 00 27 W 118.07
w : ;,.' EXIST.
TREE
IF T
E APPROVED PLANS
ARE MO
FIED, ANEW SUBMITTAL ; `;'
< 1
1
TO THE
ITY IS REQUIRED PRIORI
TO T
E CHANGE OCCURINC-
TOWN OF BLOCK PO LA FORTE
Z ( rec. in Vol. 60, Pg. 115 H.C.D.R.
I
r= i
wi JOHNSON HUNTER SURVEY, ABSTRACT 35
SCOPE OF WORK:
EXTERIOR & INTERIOR IMPROVEMENT /
REMODELING.
S. W. Q, P- # 17-82
ZONING PERMIT # 17-81
ANY NEW OR PROPOSE SIGNAGE SHALL BE
UNDER SEPARATE PERMIT.
MINN
LIGHTING AND GLARE: ANY LIGHTING USED SHALL BE ARRANGED SO AS TO DEFLECT LIGHT AWAY FROM ANY ADJOINING RESIDENTIAL ZONE OR FROM PUBLIC STREETS. DIRECTOR SKY-REFELCTED GLARE, WHERE FROM FLOODLIGHTS OR FROM HIGH
TEMPERATURE PROCESSES SUCH AS COMBUSTION OR WELDING SHALL NOT BE DIRECTED ONTO ANY ADJOINING PROPERTY. THE SOURCE OF LIGHTS SHALL BE HOODED OR CONTROLLED IN SOME MANNER SO AS NOT TO LIGHT ADJACENT PROPERTY. BARE
INCANDESCENT LIGHT BULBS SHALL NOT BE PERMITTED IN VIEW OF ADJACENT PROPERTY OR PUBLIC RIGHT-OF-WAY. ANY LIGHT OR COMBINATION OF LIGHTS WHICH CAST LIGHT ON A PUBLIC STREET SHALL NOT EXCEED ONE FOOTCANDLE (METER
READING) AS MEASURED FROM THE CENTERLINE OF SUCH STREET. ANY LIGHT OR COMBINATION OF LIGHTS WHICH CASTS LIGHT ON RESIDENTIAL PROPERTY SHALL NOT EXCEED 0.4 FOOTCANDLES (METER READING) AS MEASURED FROM SUCH PROPERTY.
RADIATION AND ELECTRICAL EMISSIONS: NO ACTIVITIES SHALL BE PERMITTED THAT EMIT DANGEROUS RADIOACTIVITY BEYOND ENCLOSED AREAS. THERE SHALL BE NO ELECTRICAL DISTURBANCE ADVERSELY AFFECTING THE OPERATION AT ANY
POINT OF ANY EQUIPMENT OTHER THAN THAT OFTHE CREATOP -)F SUCH DISTURBANCE.
SMOKE: THE EMISSION OF SMOKE BY ANY USE SHALL 13E IN COMPLIANCE WITH AND REGULATED BY THE APPROPRIATE FEDERAL, STATE OR LOCAL AGENCY.
DUST OR OTHER PARTICULATE MANNER: THE EMISSION OF DUST, FLY ASH OR OTHER PARTICULATE MATTER BY ANY USE SHALL BE IN COMPLIANCE WITH AND REGULATED BY THE APPROPRIATE FEDERAL , STATE OR LOCAL AGENCY.
ODORS: THE EMISSION OF ODOR BY ANY USE SHALL BE IN COMPLIANCE M11TH AND REGULATED BY THE APPROPRIATE FEDERAL, STATE OR LOCAL AGENCY.
EXPLOSIVES: NO ACTIVITIES INVOLVING THE STORAGE, UTILIZATION, OR MANUFACTURE OF MATERIALS OR PRODUCTS SUCH AS TNT OR DYNAMITE WHICH COULD DECOMPOSE BY DETONATION SHALL BE PERMITTED EXCEPTSUCH AS ARE SPECIFICALLY
LICENSED BY THE CITY COUNCIL.
NOISE: ALL NOISE SHALL BE MUFFED SO AS NOT TO BE OBJECTIONABLE DUE TO INTERMITTENCE, BEAT FREQUENCY OR SHRILLNESS AND AS MEASURED AT ANY PROPERTY LINE IN ACCORDANCE WITH THE DECIBEL LEVELS OUTLINED IN SECTION 106-310 OF
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KEY MAP: 580-G
NAP SCALE L- . SOW
FIRM
FLOW NUFANCF RAIE w
11A N1111. CD m Yr5'
a„. ' er
PANELf1i CF It5t
FIRM: 48201 C-0945M
FLOODPLAIN NOTE:
THE SUBJECT PROPERTY LIES WHOLLY THE LIMITS OF 100-YEAR FLOOD HAZARD
ZONE ACCORDING TO THE MAP PUBLISHED BY FEDERAL EMERGENCY
MANAGEMENT AGENCY, AND HAS A ZONE "AE" RATING AS SHOW BY MAP No,
48201C-0945M DATED JANUARY 6, 2017
BASE FLOOD ELEVATION IS 14.0 FEET
OWNERS CERTIFICATE:
I IQBAL ABDULLAH PRIES., JACK'S PLAZA LLC., AS OWNER OF THE
0.693 ACRE TRACT DESCRIBED IN THE ABOVE AND FOREGOING SITE
PLAN OF JACK'S GROCERY NO.14 DO HEREBY ESTABLISH SAID
DEVELOPMENT OF SAID PROPERTY ACCORDING TO ALL LINES,
DEDICATIONS, RESTRICTIONS AND NOTATIONS ON SAID SITE PLAN. I (WE)
FURTHER CERTIFY THAT ALL IMPROVEMENTS SHOWN ON SAID SITE PLAN
SHALL BE CONSTRUCTED IN THE LOCATIONS SHOWN.
IN TESTIMONY WHEROF, THE JACK'S PLAZA LLC HAS CAUSED THESE
PRESENTS TO BE SIGNED BY IQBAL ABDULLAH, IT'S PRESIDENT
THEREUNTO AUTHORIZED, ATTESTED BY IT'S SECRETARY, ZAHID RAZA,
AND IT'S COMMON SEAL HEREUNTO AFFIXED BY THIS 0'�4 DAY
OF Se>i�- . 2017.
BY: 4� 6,4W
, , AUK 5 HLAZA LLC,
ATTEST: �-11-----' I y"\ r 11
AZA, SECRETARYI
CITY APPROVING AUTHORITY CERTIFICATE:
THIS IS TO CERTIFY THAT ON DAY OF 2017 THE
CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND
DEVELOPMENT OF IN CONFORMANCE WITH THE
ORDINANCES OF THE CITY OF LA FORTE.
BY:
• DIRECTOR, ?ro7--
PLANNING AND DEVELOPMENT
~CITY PLANNER
NAME OF DEVELOPMENT: JACKS GROCERY
TYPE OF DEVELOPMENT: MERCANTILE- — RETAIL
ZONING: GENERAL COMMERCIAL
OWNER: JACKS PLAZA, LLC
DEVELOPER: AXIS DEVELOPMENT
HCAD PROPERTY ID: 0241 8901 00002
LEGAL DESCRIPTION:
LTS 1 THRU 6 & 31 & TRS 7A 143-A 14A 30A &
TR A (PT ABND 16 FT ALLEY)
LA PORTE
N.A.I.C.S. NO. 447110 — Gasoline 'stations with convenience sores
SPECIAL VARIANCE: #17-93 000 001
FILING DATE:
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77000
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OFFICE: V i
713. 524. 2B80
FAX:
713. 524. 9E103 1 f.
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JORGE L. TREVINO, P.E.
JL Trevino & Assoc.
TX F-10510
9800 Northwest Frwy., Suite
Houston, TX 77092 — (281)433-6 66 J
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REVISIONS & DAT
1) 06/26/2017
08/10/2017
08/22/2017
DRAFTER:
GERARDO
DATE:
May 2nd, 2016 I '
C i
SCALE:
1 = 20'
SHEET NO. I
1.
DEC 2 7
1
FUEL VENT PIPES TO GO
THROUGH CANOPY COLUMN
MIN 35' TO PROPERTY LINE
c�
T.O. CANOPY CIA
EL.: 19'-0" A,F.F.
1
B.O. CANOPY `o
EL.: 15-9" A.F.F, 16-0„
HEIGHT OF CONTROLS
EL.: 52" A.F.F. MAX.
CANOPY ELEVATION
SCALE: 1" = 10'
DEVELOPMENT SITE PLAN
SCALE: 1 " = 30'
7IVTA9 -1 1101
SCALE: 1 " = ate'
- 18" 0 x 3/8" ROUND
COLUMNS (TYPICAL)
FUEL DISPENSERS
6" BOLLARDS
I TANK NOTES I
• THE FACILITY SHALL COMPLY WITH NFPA 30A.
• INSPECTION WILL BE REQUIRED FOR THE DELIVERY AND
INSTALLATION OF THE UNDERGROUND FUEL STORAGE
TANKS AND PIPING.
• THE GAS TANKS SHALL BE DOUBLE WALLED FIBERGLASS AS
MENUFACTURED BY CONTAINMENT SOLUTIONS.
I A.D.A. NOTE: I
THE HIGHEST OPERABLE PART OF
CONTROLS, DISPENSERS &
RECEPTACLES SHALL BE PLACED
WITHIN AT LEAST ONE OF THE
REACH RANGE SPECIFIED IN
SECTION 4.2.5 AND 4.2.6 OF THE
TEXAS ACCESSIBILITY STANDARDS.
FA�G3Ci�'vOf�i� p1�1G3f�n,�7
�su��5i�
ENT SITE PLAN
#11 o d Goa Wago M.&MpD
TOWN OF LA PORTE
t$c. In Vol. 50, Pg. 115I1.C.DA.
4Y
8" CONCRETE WITH #4's @ 12" O.C.E.W.
VEL BACKFILL
12" TALL x 24' WIDE x
47-4" LONG DEADMAN w
(2) #6's CONTINUOUS
& STIRRUPS EVERY 7-0"
I cIlTY.PCIAL SECTION VIEW
11 SCALE: 1" = 10'
301000
GALLON
TANK
141-91
CITY
COPY
12" TALL-x 12" WIDE x
47-4" LONG DEADMAN w/
(4) #4's CONTINUOUS
& STIRRUPS EVERY 7'-011
[ TYP. BOTH SIDES ]
IF THE APPROVED PLANS
ARE MODIFIED, A NEW SUBMITTAL
TO THE CITY IS REQUIRED PRIOR
TO THE CHANGE OCCURING
8" CONCRETE WITH #4's @ 12" O.C.E.W.
1 b 11 TYPICAL PROFILE VIEW_
11 SCALE: 1 !1= 10'
Kml
1 !-IL I VI\ i .JLI 1 L1LL/ I IL. L-1\../ ► 7 1 ,, .i I IN"I J
PROVIDED BY TANK MANUFACTURER
(8 TOTAL PIER TANK)
VA
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CISNEROS
DESIGN
GROUP
2501 W 11 th St
HOUSTON, TX
77008
OFFICE:
713. 524. 2880
eMAIL:
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DRAWN BY:
GERARDO
DATE:
01/1'1 /2017
SCALE:
< NOTED >
SHEET NO:
FP1
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-- SCOPE OF WORK --
UST CONTRACTOR SHALL:
• PERFORM TEXAS COMMISSION ON ENVIRONMENT
QUALITY 30-DAY NOTIFICATION AND AQUIRE ALL
LOCAL FIRE DEPARTMENT PERMITS.
PROVIDE SAFETY DEVICES TO CORDON OFF AREA OF
CONSTRUCTION.
« EXCAVATE NEW TANK HOLE TO ACCOMMODATE NEW
UNDERGROUND FUEL TANKS AND TRENCH FOR PIPING.
SPOILS TO BE HAULED TO APPROVED LOCATION.
• PROVIDE AND INSTALL (1) 30,000 GALLON FUEL TANK
(SPLIT (1) 20,000 GALLON UNLOADED, 5,000 GALLON
DIESEL & 5,000 GALLON PREMIUM). UNDERGROUND
STORAGE TANKS MANUFACTURED BY MODERN
WELDING COMPANY WITH 30-YEAR WARRANTY. TANKS
TO BE UNLOADED WITH HYDRAULIC CRANE.
« PROVIDE AND INSTALL DEAD MAN TANK ANCHORING
SYSTEM INCLUDING FACTORY SUPPLIED STRAPS,
CONCRETE ANCHOR BEAMS, TURNBUCKLES, CABLE,
AND CLAMPS.
PROVIDE AND INSTALL (2) LOCKABLE MONITOR WELLS
FOR MANUAL LEAK DETENTION.
• PROVIDE AND INSTALL (4) F.E. PETRO SUBMERSIBLE
PUMPS AND CONTROL BOXES, (1) 2 HP. FOR AUTO
DIESEL, (1) 2 HP. VARIABLE SPEED FOR UNLEADED,
(1) 2 HP. VARIABLE SPEED FOR SUPER UNLEADED
GASOLINE. (VERIFY WITH OWNER).
« PROVIDE AND INSTALL FIBERGLASS CONTAINMENT
SUMPS FOR SUBMERSIBLE CONTAINMENT (AS REQ.)
PROVIDE AND INSTALL 38" COMPOSITE TOP MANHOLES
FOR ACCESS TO TURBINES (AS REQ.)
• PROVIDE AND INSTALL OVERSPILL CONTAINMENT WITH
DRAIN VALVES ON (3) UNDERGROUND TANK FILL PORTS.
• PROVIDE AND INSTALL (3) PRODUCT IDENTIFICATION
TAGS.
• PROVIDE AND INSTALL (3) 4" STEEL RISERS, ROTATABLE
FILL ADAPTERS, LOCKABLE CAPS AND ALUMINUM DROP
TUBES.
• PROVIDE AND INSTALL (3) 4" STEEL RISERS, EXTRACTOR
TE'S, AND 2" X 16" BALL FLOATS FOR OVERFILL
PROTECTION.
« PROVIDE AND INSTALL (2) ROTATABLE VAPOR
ADAPTERS, AND LOCKABLE CAPS FOR STAGE 1 VAPOR
RECOVERY AND INSTALL (2) 12" MANHOLES FOR
ACCESS TO VAPOR ADAPTERS.
• PROVIDE AND INSTALL (1) 4" STEEL RISER, CAP, AND 12"
MANHOLE FOR ACCESS FOR FUTURE STAGE 1 VAPOR
RECOVERY ON THE DIESEL TANK.
* PROVIDE AND INSTALL (3) 4" STEEL RISERS, AND 18"
MANWAYS FOR INVENTORY CONTROL SYSTEM.
• PROVIDE AND INSTALL (4) 36" FIBERGLASS DISPENSER
CONTAINMENT SUMPS WITH PENETRATION FITTINGS.
• PROVIDE AND INSTALL (6) 1-1/2" DOUBLE POPPET SHEAR
VALVES FOR PRODUCT PIPE TO DISPENSER
CONNECTION.
• PROVIDE AND INSTALL 3" FIBERGLASS PIPE FOR STAGE 2
VAPOR RECOVERY FROM DISPENSERS TO UNLEADED
TANKS.
PROVIDE AND INSTALL (1) PRESSURE/VACUUM VENT
CAP FOR GASOLINE AND (1) UP FLOW VENT -CAP FOR
DIESEL.
• PROVIDE AND INSTALL 3" FIBERGLASS PIPE FOR
GASOLINE TANK VENT LINE. INSTALL VENT RISER AND
RACK.
« PROVIDE AND INSTALL (2) 2" x 24" STAINLESS STEEL FLEX
CONNECTORS FOR VENT LINE CONNECTION.
« PROVIDE AND INSTALL 2" FIBERGLASS PRODUCT INSIDE
3" FIBERGLASS CONTAINMENT PIPE FOR DOUBLE WALL
PRODUCT PIPE SYSTEM
• PERFORM AIR TEST ON PRODUCT PIPING TO STATE AND
LOCAL CODE PRIOR TO BACKFILLING
• BACKFILL NEW TANK EXCAVATION AND PIPING
TRENCHES WITH PEAGRAVEL AS REQUIRED.
• PROVIDE AND INSTALL b" DIAMETER BOLLARDS AT ALL
DISPENSERS FOR TRAFFIC PROTECTION (REFER TO SHEET
'SP1' FOR BOLLARD LOCATIONS).
• UNLOAD AND INSTALL (2) OWNER SUPPLIED
"GILBARCO" 3+1 DISPENSERS AND (2) OWNER SUPPLIED
"GILBARCO" 3+0 DISPENSERS AND HANGING
HARDWARE (INCLUDING NOZZLES, HOSES, SWIVELS
AND BREAKAWAYS).
« START UP OF SYSTEM AND TRAINING BY AUTHORIZED
DEALER AND "GILBARCO". (COORDINATED BY FUEL
INSTALLER) .
• PROVIDE AND INSTALL (1) VEEDER ROOT TLS 450
AUTOMATIC TANK MONITORING SYSTEM WITH (3)
INVENTORY PROBES, CAP AND RING KITS, (5) PLLD KITS
AND REQUIRED CABLE INCLUDING SYSTEM START UP.
PROVIDE PRODUCT RECONCILIATION MODULE.
• PRECISION TEST TO BE PERFORMED BY QUALIFIED THIRD
PARTY TESTER ON (3) NEW UNDERGROUND STORAGE
TANKS AND PRODUCT LINES. PRESENT OWNER WITH
REPORT.
• PERFORM STATE REQUIRED VAPOR RECOVERY
COMPLIANCE TEST AND PROVIDE OWNER WITH REPORT.
• BUSINESS INVENTORY RECONCILIATION (BIR).
CONDITIONS
i
E
ALL WORK WILL BE PERFORMED PER OSHA CITY
REQUIREMENTS. Co
Rkw
ALL WORK WILL BE PERFORMED TO LOCAL, STATE A
FEDERAL REQUIREMENTS.
LAYOUT AND DESIGN OF PROJECT SHALL BE IF`4
:�; PLANs
CONFIRMS PRIOR TO CONSTRUCTION BY fr D, w sug�l
Y IS R QUIRED PR
CONTRACTOR. CHANGE OCCURINe
OWNER TO SUPPLY DISPENSERS, AND HANGING
HARDWARE.
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FEB 0 9 2017
CISNEROS
DESIGN
GROUP
2501 W 11 th S#
HOUSTONv TX
77008
OFFICE:
7l3. 524. 2880
eMAIL:
cisneros
r
cis-ams.com
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REVISIONS
& DATE
x
DRAWN 8Y:
GERARDO
DATE:
01 /11120/7
SCALE:
c NOTED >
SHEET NO:
L FP2
I
DEC 2 7 2017
u
0
kOS Ik iioo FS
SECTION SHOWING SINGLE SUPPLY LINE "ELBOW" FITTING
NOT TO SCALE
SUMBER.SIBLE PUMP VALVE
NOT TO SCALE
TOP OF ISLAND
ENTRY BOOT
DISPENSER SUMP WALL
t nM ^-I Mi ILI^
I STAGE II VAPOR RETURN DETAIL
4 I NOT TO SCALE
7IgPENSER
=T" OR ELBOW
AS NECESSARY
NOTES:
z
0
�— APPROVED BACKFILL
REFER TO NOTE
SECTION
1.) SEE SHEET "SP2" FOR LOCATION
' 2.) PROVIDE 3" (MIN.) STEEL BOLLARDS
IF VENTS ARE LOCATED INSIDE
FUE CANOPY COLUMNS
ow
VENT STACK SECTION
V" 1 NOT TO SCALE
APPROVED VALVES:
,— / „ l QLBARCO NO.PA0092-0001
33` FLAT LID K____ _ ..___ _ �__` _ _ .— j EMCODPWNWHEATON NO.A-0025
LS0033 s UNIVERSAL 521
SUMP BASE AND RISER. AS SPECIFIED
NOT TO SCALE
UMP �33 RISER
SUMP BASE
US0042
ISLAND
DISPENSER BASE)
SHEAR GROOVE MUST BE FLUSH
W/T.O.ISLAND TO-3/4 FOR MPD'S.
* 3/4-TO TOP OF ISLAND FOR
ALL OTHERS.
TYP. SHEAR VALVE DETAIL, —
DOUBLE POPPETT SHEAR. VALVES
NOT TO SCALE
r
E
s
f
OVER PLANS
A NEW SUBMIM
REQUIRED PRIO
NGE OCCURING
Q EXe1)tions
CISNEROS
DESIGN
GROUP
2501 W 11th�Svt
HOUSTON, ■ A
77008
OFFICE:
713. 524, 2880
eMAIL; o--
clsneros a@
cis-axis.com
SEAL:
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REVISIONS
& DATE
DRAWN BY:
GERARDO
DATE:
01 /11 /2017
SCALE:
NOTED
SHEET NO:
FP3-
DEC 2 7 2017 r
h
3"w FIBERGL"cC D1OC
VENT LINE T
STACK LOCH
SITE PLAN F
LOCATION SL
FOOT TOWAR
EXTRACTOR ASSEMBLY DETAIL
NOT TO SCALE
PIPING NOTES
LEI
VAPOR RETURN
DISPENSERS
JKFOOT
,
u,,,..,. l ...,, tT
ALL BACKFILL TO BE COMPACTED TO 95% S.P.D.
BACKFILL AND BEDDING MATERIAL TO BE:
CLEAN SAND: 6" (MINIMUM) OF CLEAN SAND ON ALL. SIDES, BOTTOM AND TOP OF TANK.
GRAVEL: ROUNDED PEA GRAVEL WITH A MINIMUM DIAMETER OF 1/4" AND A MAXIMUM
DIAMETER OF 1/2".
STONE CRUSHINGS: WASHED AND FREE FLOWING WITH ANGULAR PRACTICE SIZE BETWEEN
1/8" AND 1/2" AND MEET ASTM C--33 PARAGRAF 9.1
NOTE: NO MORE THAN 3% OF BACKFILL MATERIAL SHALL PASS THROUGH A #8 SIEVE.
[-BILINE TESTING
GENERAL CONTRACTOR TO COMPLETE THE "INSTALLATION
CHECKLIST" INCLUDED IN THE SPECIFICATIONS AND SUBMIT THE INFORMATION REQUESTED
TO THE OWNER.
POST INSTALLATION TESTING:
ISOLATE LINES FROM UNDERGROUND STORAGE TANKS. PRESSURIZE LINES TO A MINIMUM
OF 25 P.S,I. FOR A PERIOD LONG ENOUGH TO DETERMINE THAT THERE ARE NO LEAKS
AS INDICATED BY SOAP BUBBLES OR A DROP IN THE PRESSURE OF THE LINE.
DURING SITE WORK TESTING:
MAINTAIN A LINE PRESSURE OF 10 PSI IN THE PIPE DURING CONSTRUCTION OF THE
REST OF THE FACILITY TO MONITOR THE INTEGRITY OF THE PIPNG. CHECK GAUGES AT
REGULAR INTERVALS.
POST -SITE WORK INSTALLATION TESTING:
GENERAL CONTRACTOR TO HAVE A TESTING LABORATORY PERFORM A PRECISION LINE
TEST AFTER ALL PAVING AND SITE WORK HAS BEEN DONE.
VENT STACK.. SECTION
NOT TO SCALE
,K STEEL
RISER PIPE
4"0 NIPPLE 1 1/2" MIN.
4" 0 FILL ADAPTER 2" MAX.
AND LOCKING CAP 6"
SPILL
CONTAINER
WEEP HOLE I
IN DROP TUBE L J
4" ALUMINUM
DROP TUBE 10. 7�,
ELEC. JUNCTION BOX
(EXPLOSION PROOF)
4" 0 STEEL RISER,
CORROSION PROTECTED..
RIGID CONDUIT
TANK
z
N
TANK LEVEL
MONITOR MANHOLE
t,
A
4, 4
c0 ' UNDERGROUND FUEL TANK
DISPENSER SUMP PLAN AUTOMATIC TANK GAUGE ATG
1011 NOT TO SCALE ll&FNOTTO SCALE
j VAPOR R.ECOVER.Y DETAIL
T NOT TO SCALE
CROUSE-HINDS 3
SERIES CONNECTd
3" BULKHEAD
W/S.S. CLAMPS (1
WA
MONITOR WELL
1311 NOT TO SCALE
PIPE 'CAP
4"0 STEEL
RISER,
CORROSION
SEAL OFF
3/4" RGC
4" PVC EPA. INSPECTION
WELL WITH PERFORATED
SECTION TO BOTTOM OF TANK.
3/4" ROCK 48" HIGH
MIN. AROUND BURP TUBE
9
SET BOTTOM 12" BELOW
TANK LOWEST LEVEL
E
.43 .S
I +sr- APPROVED PLANS'
ARE MODIFIED, A NEW SUBMITT
TO THE CITY IS REQUIRED PI;;
TO THE '"vIOE OCCURIN
1G SUMP SEAL
LOW VOLTAGE MONITORING JUNCTION BOX
Q ELECTRICAL CONDUIT FOR SUB -PUMP
HIGH VOLTAGE 220 (EXPLOSION PROOF)
ELECTRICAL SEAL -OFF
BASE AS SPECIFIED
PLACE GRAVEL BACKFILL {>I 201
SUMP
4 /1 4 I\ - Sl L!'1Vf\ LLaI.lV i, 1 1 , 1111—
4
[j PLAN - - SECTION THRU SUMP SHOWING SUBMERGED TURBINE PUMP INSTALLATION
NOT TO SCALE �141
NOT TO SCALE
CISNEROS
DESIGN
GROU
2501 'VIA° 1 l th St
HOUSTON, TX
77008
OFFICE:
7 13. 524, 2880
eMAIL:
Cisneros
Cis-axis.com
SEAL:
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REVISIONS
& DATE
DRAWN BY:
GERARDO
ATE:
01 /11 /2017
SCALE:
NOTED
SHEET NO:
FP4
DEC 2 7 2017
ISM
ILSLL Xl `alaod el
IS Aempeoa8 S ZOit _
LZ xo9 SOS-dV
c*
_ AP-505 Box 27
1101 S Broadway St
La Porte, TX 77571