HomeMy WebLinkAboutFENCE2018-3531 R *VINE r� ® 0 8 DATE OF ISSUANCE: r` 4'
1r1I1 d
�t 010
+:• x ti ►�` - (� PERMIT
t UILDING PERMIT APPLICATION �3tr
(PI EASE PRINT LEGIBLY-COMPLETE ENTIRE FORM)
JOB ADDRESS: 433 l t�yr,�r,(s� G� SUITE #
LOT: { b BLOCK: SUBDIVISION:
BUILDING CONTRACTOR(company name): f"ir'C W e I Wc( ,'l C(Ag fok" I" aVlAlt
CURRENT MAILING ADDRESS: l r 0 A I tIr ""&
CITY/STATE/ZIP: Vtl LLY 1)C 7(.e 2 48 PH:# 'irI7-703 SZ99' Fax#
PROPERTY OWNER: m jze SI.l l t'V&A
CURRENT MAILING ADDRESS: Li 3 31 W i rd s-jep l- L o
CITY/STATE/ZIP: �fclpC v e"_ 7k 760.5-1 PHONE NUMBER: S 1 7-G9 0 —4 7 ZZ
PROJECT VALUE: $ 9,Do O FIRE SPRINKLERED? YES NO
WHAT TRADES WILL BE NEEDED? (Check ones that apply)ELECTRIC PLUMBING MECHANICAL
DESCRIPTION OF WORK TO BE DONE: A talc old �U 1'v+f W ovof (f_+V'A;nS wa1) vvit 't view S I d" w a I
USE OF BUILDING OR STRUCTURE: n so 'rvixx )4e( h1r"
NAME OF BUSINESS:
Total Square Footage under roof: Square Footage of alteration/addition:
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)
31"I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review.
Control Number: (Not required for 1 &2 family dwellings)
'E_f/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 1S RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND
OR FEDERAL AGENCY(S).PRINT NAME: /IfU��nu✓1/�n/�
odor"!q u-e Z SIGNATURE
PHONE#: $17-743—TZ gO EMAIL: �+ -
❑ CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL
THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT
Construction Type:V)3 Permit Valuation: $ g000 -0 0 Setbacks Approval to Issue
Occupancy Group: R-3 U Fire Sprinkler: YES NO — Front: Electrical --
Division: Building Depth: — Left: — Plumbing —
Zoning: j'� 7 S" Building Width: Rear: Mechanical Occupancy Load: Right:
Plan Review Approval: Date:q`15.20 19' Building Permit Fee: y-
Site Plan Approval: Date: Plan Review Fee:
Fire Department: Date: Lot Drainage Fee:
Public Works Department: Date: Sewer Availability Rate:
Health Department: Date: Water Availability Rate:
Approved for Permit: Date: .-A '-461 y Total Fees:
of Drainage Submitted: j%Z Approved:4f,20'20 Total Amount Due:
1 P.O.BOX 95104.GRAPEVINE,TX 76099(817)410-3165 O:FORMSIDSPERMITAPPLICATIONS 1102-Rev 11104,5/06,2107,11109,4111
FENCE, SCREENING & RETAINING WALLS
�'��D �+��E Issue Date:October 1,2018
' PROJECT DESCRIPTION:Replace Wooden Retaining Wall with Mason Retaining Wall 4'Max Height
`•7 f 8 S p 9 Masonry 9 9
i
�. PROJECT# (817)410-3010 WWW.mygov.us
FENCE-18-3531 Inspections Permits
City of Grapevine
LOCATION LEGAL
P.O.Box 95104 4331 Windswept Ln. Glade Crossing III Phase I Blk 4 Lot 10
Grapevine,TX 76099
Grapevine,TX 76051
(817)410-3165 Voice
(817)410-3012 Fax
CONTRACTOR INFORMATION
Michael Nail Custom Homes —APPLICANT NAME Nathan Rodriguez
1540 keller parkway —APPLICANT PHONE NUMBER 817-793-5290
keller,TX 76034
County Tarrant
(817)793-5290 Phone
FENCE&SCREENING WALL HEIGHTS 4-FEET
TYPES OF CONSTRUCTION MASONRY
OWNER VALUATION 9000
Michael E Sullivan
4331 Windswept Ln FEES TOTAL=$149.75
Grapevine,TX 76051-5708 Building Permit Fee $ 149.75
AVAILABLE INSPECTIONS PAYMENTS TOTAL=$149.75
► Building Foundation/Footing(required)
► Building Pier(required) Michael Nail Custom Homes(Michael Nail)
► Lot Drainage Inspection(required) Other on 1010112018 ($149.75)
► Building Final(required) Note:CC7284
NOTICES
ALL work must be done in compliance with the 2006 INTERNATIONAL
BUILDING CODE.Section 50 of the City of Grapevine Zoning Ordinance.
and the City of Grapevine Code of Ordinances.
READ AND SIGN
I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST
OF MY KNOWLEDGE AND THAT SAID WORK WILL BE DONE IN
CONFORMANCE WITH THE INFORMATION HEREIN SET FORTH AND IN
COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING
FENCES.
Signature Date
MYGOV.US City of Grapevine I FENCE,SCREENING&RETAINING WALLS I FENCE-18-3531 I Printed 10/01/18 at 12:14 p.m. Page 1 of 2
BE i�DROC FOUNDATION REPAIit, LLC (F-10832)
Engineering Division
1018 Fletcher,Dallas,Texas 75223 (972)2614711 800 880-1811 fax
email:
General Structural Design
4331 W nsswept Lane
Grapevine,Texas 76051
September 4,2018
Client:
Michael Nail,GM
Michael Nail Custom Homes(MNM
5710 Hen House Road
Keller,TX. 76248
(817)999-1777
J. S. Barton,P. E.
(214)824-1211
J• g ...
58'l24q = �s
<to
'" ' NIP
'
OFFICE COPY - 1 -
Bedrock Foundation Repair. LLC (972)2614711
Re: 4331 Winswept Lane—Grapevine,Texas
It is proposed to construct a retaining wall to replace an existing timber retaining wall in
the center rear area of the subject property in the approximate location shown. The
retaining wall will be constructed of stone and a high strength mortar(type"S'). The
wall height will be 4'.
The footing should be 8"thick and 22"wide. The wall should be offset minimum 2"
from front of the footing. Use 3 #3 horizontal rebar as shown. The face of the wall
should have a 12:2 slope. The top of the wall should be 12"wide.
Concrete should be a minimum of 5 sacks per cubic yard mix,3000 psi @ 28 days and
reinforcing steel 40 ksi. Allow a 1 to 2 hour set time before constrtialiig the wall.
Construct a drain pocket on the rear near the bottom of the wall as shown. The drain
pocket should be approximately 12"in diameter at each weep hole. The drain pocket
should be filled with a uniform sized rock wrapped with geotextile filter fabric. Use 2"
weep holes extending through the wall at maximum 10'centers.
The 2015 IRC was referenced in the design of this retaining wall.
OITY OF G�1NE
RELEASED FOR CONSTRUCTION
SHEET: OF:_
RELEASE DOES NOT AUTHORIZE ANY WORK IN
OONFUCT WITH THE BUILDING CODE OR ZONING ORDINANCE.
Alt a CITY APPF�Q�JED PLANS TO BE KEPT ON
THE JOB SiTE AT ALL TIMES
*.s. - 2 S.•Bp►R'fON•.*•a Q1�. GATE' 201
1► BY:
•••••••• " yOr•�•• BUILDING INSPECTION DIVISION:
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
1� /Cst4 EASEMENTS OR PUBLIC RIGHT-OF-WAY.
ALL CHANGES MUST BE APPROVED
-2-
Bedrock Foundation Repair,LLC f972)261-4711
Re: 4331 Winswept Lane—Grapevine,Texas
AGREEMENTS:
Opinions expressed in this report are based on sound engineering judgment and
evaluation regarding past performance of the property inspected on the day of this
inspection.
The report also gives engineering advice with regard to the best and most economical
method to stabilize and maintain the property.
This advice assumes normally expected subsurface conditions and conventional
construction methods.
No warranty is expressed or implied as to the performance of this retaining wall.
Bedrock Foundation Repair,LLC report does not warrant or predict the future
performance of the structure.
The information provided in this report is intended for the private use of our client. If
you have any questions or comments regarding this report or if we can be of further
assistance,please call.
J. S. Barton,P.E.
OF h0
Srr •I-
S.B................
�
�� �`t�CENS�••a '�'
1�
-5-
%?aw
Retaining
WAR 0-4
4" T
(sx
lk
� � Z
♦Lj
3
l btr
b .� ■ W
i I LOT 1
cr nn 'v
1. EROSION CONTROL REQUIRED BEFORE CONSTRUCTION STARTS.
2. NO CONSTRUCTION, FILLING, CUTTING, OR GRADE CHANGE IN
EASEMENT WITHOUT PRIOR APPROVAL.
3. MAINTAIN CURRENT DRAINAGE PATTERN.
4. GRASS/EROSION CONTROL REQUIRED BEFORE FINAL.
I
Manda Pancholy
From: Manda Pancholy
Sent: Thursday, September 20, 2018 9:37 AM
To: '
Subject: 18-3531 4331 Windswept Ln (Retaining wall)
Nathan Rodriguez,
In reference to above permit, proposed retaining wall encroaches into 5' Utility Easement. Please contact Public Works
Department at 817-410-3136 for construction within the easement.
Awaiting for lot drainage approval from Public Works Department.
Thanks
Manda Pancholy
Plans Examiner
City of Grapevine
817-410-3160
1
t LO
H.L. & B.G. WEDDLE N 3339 0T
ol uj--� �I %
0) 3: to
VOL. 2122, PG. 574 0 -
D.R.T.c.T. < co5 SOD
—
AW, co
-77
L)
CO 0 JZ: 2V ACCESS
6 .6 AM UTIUTY
50'-ASS:E-ASEWNT EASEMENT
-0901CATMAY}Y&..,. 2, -13L21
:ftj 604."DA.TMT.-
CD z
AgAND- KTMAUL C0 qr
--F *F-L,l. *0`M- A P
z 0)
LU _L139,4 lot
8
to -io, uF- 301 B
0 w gi- 0 (Typ)
5
.09
0 7 N 00*M"'
582 �O
2-
L011 s WSW w
BA. .7 10
207" W 7
Rmi -
"ir _41; .11. cv. A
,r- I & :9.73. - -1"42'
156.2r.
I CV. .3
�IlEP7-!s`d0*mlr* w LANE .15
2101 O.E. 9 L86'-L 6,5 i . a X ODW12' E
4843 Ul. .790 62.8op 65! 67.5' 42.4
433.9 19,7 ? ,
Ti 2t 433- L-- . -. - A
6 b to - -
4 W 4335
7
4,1 4333 4331 4329 t LaIL23*
t-- 4325 4821
7 8 4323b
i4l 10 14 d, 15
b.
FOUR
2V DRAM JAGL43C�' K FC
-t Lo
c
AS ITJ E UTN.rrY F.As
S 001P12$12$q W 12 J223.75';'
lo 14 Isi 16-
Ld
C) z
Z ul
Y a ir �O Z W (f� W W
O O 0 UJ C7 O a 0 D Z m � 0 * z
F— O �.
> 0 i .+ Z5 � m Q J J * Z
m > ®UJ� a) Nof- a U) ZW jzc * � � � w
w Q
� V = O Z; Q f'- > � {' ELF cn 0 r 0z Ix x
�O og � ( � � � cc Wa � � � * ` U.wIm � zcnW Ou
U w 0 ' z Z * p Z
t�
Ed
UJ Q w w J -
Z U
��i ' S rs. r,. M �. 4• J.
Fit
*14 NY
IYf� • M
�" •! .a 'e' �-• '..,. - ate`
r r
I
"' '^ s""e."r +rorr.. ,.....c ...�... r - .......w ...+.....,. v...i a . .. .... ... .......... :i.r r� +. ���a•....w.vl..o
IS,
. ., Z
r x 00 �� �
PC
. ,
ate
CS
LOWT
m to
°:-
u Z o
LU Z
a
Z6.
U3 Z
� w a 9 z zz ?
u �- p o w a & a o �
r p cn }
o ,� � Y! uj� � Qo
wzX ¢ o mI �nZ4a
Gl w 3 f- a
Q p� �g a Z LLUxw �I< zw � m
co
+►" Wf rQn000
CL ! m 11-1 w 0)i 2
0 VdIN LLI 0
no sow
w tp f 4J CO
z Q
O
` Aoj
law
gR It ON
w: •,., C
Ole,
�+ Zd
v