HomeMy WebLinkAboutCOMA2026-001183OOW DATE OF ISSUANCE:
RECEIVED: 4/02/2026
PERM
26-001183 "SHELL" IT #:
3613 IRA E WOODS AVE
PAVING REPAIRS BUILDING PERMIT APPLICATION
JOB ADDRESS: 3613 IRA E WOODS AVE #
LOT: BLOCK: SUBDIVISION:
BUILDING CONTRACTOR (company name): J"C &GC CONSTRUCTION
CURRENT MAILING ADDRESS: 10917 COUNTY ROAD 510
CITY/STATE/ZIP: VENUS TX 76084 - -PH:# 8172336415 Fax #
PROPERTY ® VICTRON ENERGY ... .... .... .. ..
CURRENT MAILING ADDRESS: 3613 IRA E WOODS AVE
CITYISTATE/ZIP: GRAPEVINE TX 76051 PHONE NUMBER: 214 980 9500
PROJECT VALUE: $ 38380 FIRE SPRINKLERED? YES NO
WHAT TRADES WILL BE NEEDED? -,; T, 17i-, ELECTRIC N/A PLUMBINGN/A MECHANICAL N/A
USE OF BUILDING OR STRUCTURE:
NAME OF BUSINESS: VICTRON ENERGY
Total Square Footage under roof: Square Footage of alteration/addition: . ap - rox 2000 ft
Ll I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with
State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings,
alterations and additions)
• I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review.
Control Number: (Not required for I & 2 family dwellings)
• I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas
Department of Health.
(REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS)
I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by
the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of
this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND
THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE
DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND
OR FEDERAL AGENCY(S).
PRINT NAME: JOEL CERVANTES SIGNATURE 'JOEL CERVANTES
PHONE#: 817 233 6415 EMAIL:
0 CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL
THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT
Construction Type: Permit Valuation: $ Setbacks Api-roval to Issue
I Occul,anc% Group: Fire S jrinkler: YES NO Front: Electrical
Division: Building Del,th: Left: Plumbing
Zoning: Building Width: Rear: Mechanical
Occupancy Load: Grease Tra�, Right: Hood
Plan Review Al "I roval..... Date: Building Permit Fee.:
7
Site Plan Arproval: Date: Plan Review Fee:
Fire Derartment: Date: Lot Drainage Fee:
. ... . .. .....
Public Works Department: Date: Sewer Availability Rate:
Health Department: Date: Water Availability Rate:
Approved for Permit: Date: Total Fees:
Lot Drainage Submitted: Approved: Total Amount Due: 7
PLAN REVIEW INVOICED 4/02/26
P.O. BOX 95104, GRAPEVINE, TX 76089 (817) 410-3165 OFORMSTSPERMITAPPLICATIONS 1102-RwJ 1/04,5106,2107,11109,011,2119
1107t7Xt7-TT'MW;1
PO Box 95104
im"
LEGAL
Bell Addition Blk 1 Lot
1r1a.
S
Gateway #47
PERMIT HOLDER
Joel Cervantes
COLLABORATORS
- Joel Cervantes
JC & GC construction
(817) 433-6415
TENANTS
- Gus Retail Group, Inc.
dba Gateway #47
Building - Commercial
Alteration
Project At 26-001183
Project Description: Concrete repair and replacement in rear
building area "Shell" [ELECTRONIC REVIEW]
Issued on: 04/13/2026 at 3:02 PM
INSPECTIONS
1. Paving Inspection
R-F-aWL"6A
-APPLICANT NAME (individual)
-APPLICANT PHONE NUMBER
APPLICANT E-MAIL
**NAME OF BUSINESS
VALUATION
Square Footage
Acreage
What is use of Building/Structure?
* CONSTRUCTION TYPE
DOCUMENTS - MISC 01
DOCUMENTS - MISC 02
DOCUMENTS - MISC 03
* ZONING DISTRICT
RM
*Building Permit Fee (Value)
Building Permit, Plan Review
TOTALS
K
Joel Cervantes
8172336415
Shell
38380
2000
0.05
commercial gas station and convenience
store
VB
BUILDING PERMITAP Pcomplete.pdf
SP1.0 1 2-4-14siteplan.pdf
scope_of_wc,rk002.pdf
HC
TOTAL
PAID
DUE
$689.00
$689.00
$ 689.00
$447.85
$447.85
$447.85
$1,136.85
$1,136.85
$0.00
mmm
MYGOV,us 26-001183, 04113/2026 at 3:02 PM Issued by: Amanda Robeson
FURTHERMOREr . PLANS AND r i ARE
REVIEWEDNOT FOR HANDICAPPED ACCESSIBILITY BY THE CITY AND THAT
THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING
SUCH APPROVAL Ft THE APPROPRIATE STa AND OR FEDERAL
April 13, 2026
Signature Date
City of GrapevineBuilding - Commercial Alteration
Project # 26-00118
1
NOTICES
1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUILDING CODE.
*ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL
BUILDING CODE.
2) City Approved Stamped Plans must be on -site for ALL INSPECTIONS.
) Project address must be clearly pasted at the job site.
NOTES
> 24 HOUR INSPECTION
METRO (817) 10- 010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M.
INSPECTION IS 12:30 P.M.
> PERMIT ISSUED IN ACCORDANCE WITHAPPLICATION I OFFICE.
t ■ r i'r � � " x`'� r x r r
Page 2/2
MYGMUS 26-001183, 04/13/2026 at 3:02 PM Issued by: Amanda Robeson
9110/13
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NEW CANOPY PLAN
PROJECT NO.
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SHEET NO.
RECEIVED.-111111
26-001183
3613IRA E WOODS AVE #100
PAVING REPAIRS
SCOPE OF WORK
Project: Parking Lane Concrete Replacement
location: 3613 Ira E Woods Ave, Grapevine, TX 76051
Owner: Victron Energy
Contractor: IC & GC Construction
DD sal iption of Wo i'k
The scope of work includes the demohtlon and replacement
of existing deteriorated
concrete pavement within designated parking and driveway
areas, as shown in the
approved site plan,
Cenci'te Spec ificasiuns
- Concrete Mix: 4000 PSI read♦• -mix con—te
-'thickness: 6 inches
Reinforcement: #4 (t j2") rebar C% 18" O.C.
Dowels: 1/2" smooth dowels P 18" O.C. at joints
Subgrade: Compacted base property graded
Support: Plastic rebar chairs
Joints: Expansion and control joints as required
Work Includes
- Saw cutting and removal of existing concrete
- haul -off and disposal of debris
- Subgrade preparation and compaction
- Installation of reinforcement
Placement, brushing, and curing of concrete
Installation of joints
$<��" rddnce Witte \oea\c°b¢4
\ CiOT tI,FPT1ntY dyt'r0td\
.�°r Kgit d¢C,� \dL¢mP.PY Ott}
�urWce Tpnt.T£12 u ilitu v,;°rK't et t�\ti °"'a cite reUutTenitui>P
Nt' un�¢''�T°u °ntractor nt OV a,
. t'lease nUtit} c
�t.P�are t.pasttvctoa
\le\ceTvx Le�lhvalx,a.am
Survey plat of
THE �EMAINDER OF
LO 1R, BLOCK 1
DOIL ADDITION
to the ity of Grapevine,
Tarr nt County, Texas
according to the Plat recorded in
Cabinet A, Slide 4391
Plat Records, Tarrant County, Texas.
BASIS OF BEARIN 3S: EAST BOUNDARY LINE OF
SUBJECT PROPERrY AS SHOWN ON PLAT RECORDED
IN CABINET A, SLIDE 4391, P.R.T.C.T.
PARKING REQUIREMENTS PER CITY OF GRAPEVINE:
ntuUIKLL): o �>rACEz, t I rtR EHt,rt tvv S.F. yr aViwlNG -SPACE—
= 27 SPACES
PROVIDED: 18 STRIPED SPACES (16 REGULAR, 2 HANDICAP) +
1 SPACE FOR EACH PUMP (14 SPACES)
= 32 SPACES
DRIVE APPROACH MENTIONED
IN ACCESS AGREEMENT
INST. No. D207346097
T. C. T.
J
_�IOp
P WV a
VARIABLE WIDTH UTILITY, /
SIDEWALK & ACCESS ES'MT.
STA TE OF TEXAS CAB. A. SL. 4391 /
INST. No. D207338444 P.R.T.C.T.
T C. T. / CONC.
= 3'25'07"
R = 2925.79'
= 174.57'
H = 174.541
56°15'15"E
N 22026'40" E
41.32' \
N 84°25'32"E
.00'
CITY OF CRAP VINE • -
INST. No. D212304091 5/8"IRF
T.C. T.
c,
0
n
x
N 08022'08" W j
73.74'
VARIABLE DTH PEDESTRIAN
ACCESS UTILITY ES'MT.
INST. No. D212304092
T. C. T.
2
40Q a
"X"CUT FND.
VARIABLE WIDTH TEMPORARY —
CONSTRUCTION ES'MT.
DATED NOV. 30, 2012
(UNRECORDED)
D IVE APPROACH MENTIONED—'
IN ACCESS AGREEMENT
INST. No. D207346097
T.C.T.
D = 23°32' 13"
R = 820.00'
L = 336.85'
CH = 334.49'
N 26025'04" W
5/8"IRF"HUITT- LLARS" p22
Co
W) �G
o
/ VERIZOM B�
M'Ln N 54"32'37"E 1.43'
/ 54032'37" E
23.8W
i PPN
CLS JOB No. 09-0178
GF No. 2810007340
* N 0 T E *
ALL SUBJECT PROPERTY BOUNDARY
LINE BEARINGS AND DISTANCES ARE
PLAT & ACTUAL UNLESS OTHERWISE
NOTED HEREON.
• N 0 T E '
UTILITIES SHOWN HEREON ARE BASED ON
VISIBLE ABOVE -GROUND EVIDENCE ALONG WITH
MARKINGS PROVIDED BY OTHERS IN RESPONSE
TO SURVEYOR'S DIG-TESS REQUEST.
SURVEYOR IS NOT RESPONSIBLE FOR
ACCURACY OR COMPLETENESS OF MARKINGS
PROVIDED BY OTHERS.
* LE G E N D
IRF IRON ROD FOUND
IRS IRON ROD SET
PP POWER POLE
O/E OVERHEAD ELECTRIC
WV WATER VALVE
WM WATER METER
/ PV'MT. VAR ABLE WIDTH FH FIRE HYDRANT
/ PEDESTRIAN ACCESS ES'MT. GM GAS METER
0 INST. Na. D212304093 SSMH SANITARY SEWER MANHOLE
/
F T. C. T.
Gam\ OQ O A/C AIR CONDITIONER
MONITORING H.C. HANDICAP
xlkl pIF WELLS ¢� FILL I I VARIABLE WIDTH TEMPORARY
NEW P,W LIDS O Q O CONSTRUCTION ES'MT_
o �'I ( DATED NOV. 30, 2012
o (UNRECORDED) s
00 O O s
DEMO J
O i i
/ PUMP o-
/ ISLANDS
ti6
/ r DEM EXIST. \ems LOT I, BLOCK 1 ��P� MUSTANG TRAIL
Pi VP PUMP I KRISPY KLEME ADDITION PJ�'
_ AIR CAB. A, SL. 5500
�`-•Li+N�S ISLANDS PUMP r]
i P R.T.C.T.
�I 26'-0" �
jSITE
\ EXIST. P
PUMP "
ISLAN 26'-0"
l 59 1 .u• 7�
32'-9" 26'-0" $ �. VICINITY M A P
8"1 "TN&P" "HC" Highway ommercial District 0
a NOT TO SCALE
CONC.
I PV'MT. 1 DA /,
I LEGAL DESCRIPTION
- CA/ BEING the remainder of Lot 1R, Block 1, Doil Addition to the City of
x CAS U Grapevine, Texas according to the plat recorded in Cabinet A, Slide 4391
`} INLET ONE-STORY CONC. W of the Plat Records of Tarrant County, Texas and more particularly
described by metes and bounds as follows:
BLOCK BLDG.
v429%2fq5X$S1TING BEGINNING at a 1/2-inch iron rod set with orange plastic cap stamped
1 1 �A�f a "R COOMBS RPLS 5294" at the most Southerly corner of said Lot 1R
1 I DA/ being the Southwest corner of Lot 1, Block 1, Krispy Kreme Addition to
0 DGM (. the City of Grapevine, Texas according to the plat recorded in Cabinet A,
70.0' II Slide 5500 of the Plat Records of Tarrant County, Texas, said iron rod
N lying S 89' 13' 26" W, 157.39 feet from a 1/2-inch iron rod found at
the Southeast corner of said Krispy Kreme Addition and lying in the
I Easterly right-of-way line of Pool Road (a variable width right-of-way);
N JS6
PACES 1
THENCE along the West boundary line of said Lot 113 with said
right-of-way line as follows:
\1 CONC.
PV'MT. \I I NORTHWESTERLY, 8.13 feet along a Curve to the Left, having a radius of
in 683.51 feet, a central angle of 00' 40' 53" and a chord bearing N 41'
53' 45" W, 8.13 feet to a 1/2-inch iron rod set with orange plastic cap
\ \ LOT IIZ stamped "R COOMBS RPLS 5294" at the End of said Curve;
BLOCK 1 �
- N 35' 45' 00" W, 20.17 feet to a 1/2-inch iron rod set with orange
6'X8' (REMAINDER)
\\ \ \ plastic cap stamped "R COOMBS RPLS 5294" at the Beginning of a
1.401 AC. M Curve to the Right;
FH \ \\ I^l�T 48�X7 E o�u R 1 � NORTHWESTERLY, 336.85 feet along said Curve to the Right, having a
\ rl radius of 820.00 feet, a central angle of 23' 32 13 and a chord
\ \\ \ I 0 bearing N 26' 25' 04" W, 334.49 feet to an "X" cut in concrete found
\ IA at the most Southerly corner of that certain tract of land described in
\ 24'x8' Street Right -of -Way Deed for Pool Road to the City of Grapevine
INLET s \\ \ \ \ recorded in Instrument No. D212304091, Tarrant County, Texas;
C J A, SI ES'MT4391' THENCE along the Easterly right-of-way line of said Pool Road as
\ \ \ CAE A, SL. 4391 9 Y 9 Y
L 00 \ INLET P.R.T_C.T. follows:
7~ 20� p \ \ \ 1 N 08' 22' 08" W, 73.74 feet to a 5/8-inch iron rod found with yellow
�A A\ \ 1 plastic cop stamped "TN&P";
C�LC)� z- - \\ \ \ I N 84' 25' 32" E, 8.00 feet to a 5/8-inch iron rod found with yellow
48'X14' I plastic cap stamped "TN&P";
N 22' 26' 40" E, 41.32 feet to an "X" cut in concrete found in the
SURVEYOR'S CERTIFICATE ° \ "IPP Southerly right-of-way line of State Highway 26 (Ira E. Woods Avenue)
\ \ \ I as described in deed to the State of Texas recorded in Instrument No.
D207338444, Tarrant County, Texas;
The undersigned hereby certifies to Citibank, N.A., as Administrative \
Agent, Fidelity National Title Insurance Company, Victron Stores, L.P., and \ \ THENCE along the south Southerly right-of-way line of said State
Victron Holding, L.P, tat (a) this survey complies with the current Texas \ \ \ " Highway 26 as follows:
Society Professional Surveyors Standards and Specifications for a Category \ CONC.
$'X61'
1A, Condition II Survey; (b) this survey is true and correct and was made \ \\ \ \ I PV'MT. NORTHEASTERLY, 174.57 feet along a Curve to the Left, having a radius
on the ground under my supervision as per the field notes shown hereon \ of 2925.79, a central angle of 03' 25' 07" and a chord bearing N 56'
and correctly shows the boundary lines and dimensions and area of the \ \ \ \ 1 15' 15" E, 174.54 feet to an "X" cut in concrete found;
land indicated hereon and each individual parcel thereof indicated hereon; s \
(c) all monuments shcaan hereon actually exist, and the location, size and \ \ \ I I N 54' 32' 37" E, 23.81 feet to a 1/2-inch iron rod set in the East
type of such monumer is are correctly shown; (d) this survey correctly INLET \ \ boundary line of aforesaid Doil Addition lying in the West boundary line of
shows the size, location and type of all buildings, structures, and other \ \ \ CONC. I I aforesaid Krispy Kreme Addition lying S 01' 12' 35" W, 43.11 feet from a
visible improvements o1 the subject property; (e) this survey correctly \ \ PV'MT. I 1/2-inch iron rod found with yellow plastic cap stamped
shows the location anc dimensions of all alleys, streets, roads, \ 1 \ I "HUITT-ZOLLARS" and from which a 5/8-inch iron rod found bears N 54'
rights -of -way, easements, building setback lines and other matters of \ 10'X15' 32' 37" E, 1.43 feet;
record of which the undersigned has been advised affecting the subject
property according to � he legal description in such easements and other ) I THENCE S 01' 12' 35" W, 544.80 feet along the common boundary line
matters (with instrument, book, and page number indicated); (f) except as _ _ between said Lots 1R and 1 to the PLACE OF BEGINNING, containing 1.401
shown, there are no vsible (1) improvements, easements, rights -of -way, r acre of land.
party walls, drainage d tches, streams, uses, discrepancies or conflicts, (2)
party walls or encroac ments onto adjoining premises, streets, or alleys by \
any of said buildings, btructures, or other improvements, (3) - - - L
encroachments onto the subject property by buildings, structures, or other.- -
improvements on adjoi ing premises, or (4) encroachments on any
easement, building set ack line or other restricted area by any buildings, \
structures or other im rovements on the subject property; (g) the distance EASEMENT AGREEMENT A W 1 25' PRIVA "E ACCESS ES'MT.
from the nearest inter ecting street or road is as shown hereon; (h) the VOL. 11036, PG. 1934 I CAB. A. SL. 4391
subject property has direct and free access to a dedicated public street D.R.T.C.T. - - �, - P.R.T.C.T.
or road as shown her on; (i) if the subject property consists of two or AMENDED BY I
more parcels having c D_R
mmon boundaries, those parcels are contiguous VOL- 14016, .T- 605 \ I I 15' WASTE WATER ES'MT.
along the common bo ndaries; and (j) except as shown, no part of the .T.0VOL. 13016, PG. 230
subject property is loc ted in a 100-year Flood Plain or in an identified - - -I D.R.T.i-T.
"flood prone area," as defined pursuant to the Flood Disaster Protection 002 I
Act of 1973, as amen Jed, as reflected by Flood Insurance Rate Map Panel b I
#48439CO115 K dated September 25, 2009, which such map panel covers
the area in which the subject property is situated and this survey correctly I P CE OF
indicates the zone des gnation of any area as being in the 100-year Flood 1
Plain or "flood prone area". The undersigned has received and examined BEGINNING F
a copy of the Title In urance Commitment No. 2810007340 with an \�\� ,
effective date of Febru ry 12, 2013 issued by Fidelity National Title N 35045'00" W ssM PP — 135.49 _ _ 21.89
Insurance Company (Ti le Insurance Company) for the subject property as GUY S 7E OPP � ?'
well as a copy of eac instrument listed therein, and the location of any 20.17' N 890
13 26 E 157.39
matter shown thereon, to the extent it can be located, has been shown I
on this survey. \ "PO" Professional Office District
°a
SURVEYED ON TH GROUND D =0 040�53 11 \ '
SEPTEMBER 30, 2 09 R — I
SURVEYED ON TH GROUND L - 683683.51' GRAPEVINE-COLLEYVILLEI.S.D.
FEBRUARY 10, 2013 — 13'INST. No. D204372958
RE -SURVEYED ONI THE GROUND CH = 8.13' T.C.T.
RECEIVED: 4/02/2026 MARCH 15, 2013 N 41053'45" W \ '
26-001183 REVISED MARCH 15, 2013 \
3613 IRA E WOODS AVE #100
REVISED MARCH 27, 2013 \ 0 30 60
PAVING REPAIRS %////ff,eIM111!�11EA11,
--------
RONALD W. COOM S, R.P.L.S. Existin Site Plan �CALE: �6' Noted
STATE OF TEXAS No. 5294 1 - 30 -0
11
ALL CHANGES REQUIRE
APPROVAL OF REVISED
PLANS
APPROVED PLANS SHALL BE
KEPT ON JOBSITE AT ALL TIMES
CONSTRUCTION HOURS
7:00 A.M. 7:00 P.M.
MONDAY - SATURDAY ONLY
NO WORK PERMITTED ON SUNDAY
CONTRACTOR SHALL CALL FOR INSPECTIONS
(817) 410-3010
CONTRACTOR REGISTRATION WILL BE
REVOKED UPON PERMIT EXPIRATION.
Al
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LJJ
9/10/13
Richard King, AIA
Tx. License # 10307
Expires 7-31-14
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ALL PAVING REPAIRS IN FIRE LANES
MUST BE CALLED INTO THE PUBLIC
WORKS ENGINEERING DEPT: 817-410-3140
Y Y Y Y Y
< � of of of of
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THESE PLANS ARE NOT
REVIEWED FOR HANDICAPPED
ACCESSIBILITY
CITY OF GRAPEVINE
THIS PAGE RELEASED FOR CONSTRUCTION
RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT
WITH THE BUILDING CODE OR ZONING ORDINANCE.
CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT
ALL TIMES.
04/07/2026
BY: ARNOLDO RAMIREZ TSBPE: 1-3898
BUILDING INSPECTION DIVISION:
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
EASEMENTS OR PUBLIC RIGHT OF WAY.
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RECEIVED: 4/02/2026
26-001183
3613 IRA E WOODS AVE #100
PAVING REPAIRS
SCOPE OF WORK
Project: Parking Lane Concrete Replacement
Location: 3613 Ira E Woods Ave, Grapevine, TX 76051
Owner: Victron Energy
Contractor: JC & GC Construction
Description of Work
The scope of work includes the demolition and replacement of existing deteriorated
concrete pavement within designated parking and driveway areas, as shown in the
approved site plan.
Concrete Specifications
- Concrete Mix: 4000 PSI ready -mix concrete
- Thickness: 6 inches
- Reinforcement: #4 (1/2") rebar @ 18" O.C.
- Dowels: 1/2" smooth dowels @ 18" O.C. at joints
- Subgrade: Compacted base properly graded
- Support: Plastic rebar chairs
- Joints: Expansion and control joints as required
Work Includes
- Saw cutting and removal of existing concrete
- Haul -off and disposal of debris
- Subgrade preparation and compaction
- Installation of reinforcement
- Placement, finishing, and curing of concrete
- Installation of joints
Notes
- Work in accordance with local codes
- Surface concrete replacement only
- No underground utility work included
- Please notify contractor of any additional city requirements prior to permit approval
Prepared By:
JC & GC Construction
Joel Cervantes
817-233-6415
joelcervantes26@yahoo.com