HomeMy WebLinkAboutBSWP2016-0539DATE OF ISSUAjN//CE!k '
PERMIT #: ii ""
BUILDING PERMIT APPLICATION
i (PLEASE PRINT LEGIBLY — COMPLETE ENTIRE FORM)
t r1
LOT: BLOCK: SUBDIVISION:
BUILDING CONTRACTOR (company name):
CURRENT MAILING ADDRESS: ? C" v✓\
CITY/STATE/ZIP: �- , (,
PROPERTY OWNER: }
CURRENT MAILING DDRESS: L
CITY/STATE/ZIP:`_n-'
REP
M
PHONE NUMBER:
SUITE #
PROJECT VALUE: $ -30f (S C' (L� FIRE SPRINKLERED? YES NO
WHAT TRADES WILL BE NEEDED Check ones that apply) E ECTRIC PLUMBING
�MECHANICAL _
DESCRIPTION OF WORK TO BE DONE: EU i;; 1
USE OF BUILDING OR STRUCTURE:
NAME OF BUSINESS: ,-S v 'q
Total Square Footage under roof: Square Footage of alteration/addition:
t
`dam A 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)_r-,,-? 2
PRINT NAME: e� �--.� {`4- 0�/��- �IGNATURE
PHONE #: EMAIL:
❑ 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: $ 36,vco -oo
Setbacks
Approval to Issue
Occupancy Group: P,.
Fire Sprinkler: YES — NO—
Front: 14 j
Electrical
Division:
Building Depth: 1 $ l 911
Left: b 1
Plumbing t_ -
Zoning: • 7
Building Width: 3141 6"
Rear: r
Mechanical - -
Occupancy Load:
Right:
Plan Review Approval:
Date: =1 °.2070
Building Permit Fee:
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 Pen -nit:
Date: A=16, .2i
Total Fees:
Lot Drainage Submitted:
Approved:
Total Amount Due:
P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165
1
O:FORMS\OSPERMITAPPLICATIONS 1/02-ReV.1 VO4.5:06.2r07A 1109.411
V Issue ®ate:
T e X A X CITY OF GRAPEVINE
(CIRCLE ONE)
MECHANICAL-
'll'—_. -PER
- PLUMBING - IRRIGATION - FUEL GAS
'– -..-PER IT APPLICATION
(PLEASE PRINT LEGIBLY - rOMPI FTF FNTIPF FnRANl
C:\Users\sbatte\AppData\Loral\Microsoft\Windows\Temporary Internet Files\Content.Outlook\G80E6GQF\MEP APPLICATION 4-11.doc
-_- _ --_.-...__.
BLDG. PERMIT
.l.
DATE:
JOB ADDRESS: SUITE #
p�\\
DESCRIPTION OF WORK:
PROPERTY OWNER:
CONTRACTING COMPANY:
ADDRESS:
ADDRESS:
CITY/STATE/ZIP:
CITY/STATE/ZIP:
PHONE NUMBER:
PHONE NUMBE :
_
TYPE OF OCCUPANCY
BUILDING AREA (SFT
Q
PERMIT FEES
AMOUNT DUE
EACH TRADE
1. R-3
1- 749
$ 33.25
SINGLE FAMILY, DUPLEX
750- 1,199
$ 49.88
TOWNHOUSE,
1,200- 1,500
$ 63.18
NEW CONSTRUCTION &
1,501- 1,750
$ 76.48
ADDITIONS (PER UNIT)
1,751- 2,000
$ 83.13
2,001 - 2,250
$ 89.78
TOTAL SQ. FOOT UNDER
2,251- 3,000
$ 96.43
ROOF
3,001 - 3,500
$ 103.08
3,501 - 4,000
$ 109.73
$
4,001 +
$ 120.37
EACH TRADE
11. A, E, I, R-1
1 - 500
$ 37.00
HOTELS, APARTMENTS,
501 -100,000
$ 17.50+.035 PER
DRINKING/DINING,
100,001 - 500,000
$ 3,500.00+.03 SQUARE
EDUCATIONAL, ASSEMBLY,
500,001 +
$15,000.00+.02 FOOT
$
INSTITUTIONAL
EACH TRADE
111. B, F, H, M,S,U
OFFICE, RETAIL, WHOLESALE,
1- 500
$ 37.00
GARAGES, FACTORIES,
501- 50,000
$ 32.00+.01 PER
1
WORKSHOPS, SERVICE
50,001- 100,000
$ 182.00+ .007 SQUARE
STATIONS, WAREHOUSE
100,001+
$ 582.00+.003 FOOT
$
CONTRACT
EACH TRADE
IV. ANY OCCUPANCY GROUP
VALUATION OF
WORK
FINISH -OUTS,
SHELL COMPLETIONS,
0- 500
$ 37.00
ALTERATIONS OR
501- 1,500
$ 45.00
STAND ALONE PERMITS
1,501- 3,000
$ 57.00
3,001- 5,000
$ 72.00
CONTRACT VALUATION OF WORK:
5,001- 50,000
$ 27.00+ .009
50,001- 100,000
$ 127.00+ .007 PER
$�?
100,001- 500,000
500,001+
$ 327.00+ .005DOLLAR
$ 1,327.00+ .003 TVALUATION
$
EACH TRADE
V. MISCELLANEOUS
IRRIGATION SYSTEMS
$ 37.00
MOBILE HOME SERVICE
$ 37.00
TEN►PfJRAP SERVICE
$ 37.00
iWIMMING,�?�Q�
$ 37.00
EETRIC
$ 37.00
$
C:\Users\sbatte\AppData\Loral\Microsoft\Windows\Temporary Internet Files\Content.Outlook\G80E6GQF\MEP APPLICATION 4-11.doc
r
WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS DETERMINED BY THE BUILDING
OFFICIAL, THREE (3) SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED
PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED BY CODES, ORDINANCES OR WHERE
OTHERWISE REQUIRED BY STATE LAW.
• INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS (2HR MINIMUM) .......... ......... ................... ......... $42.00/HOUR*
REINSPECTION FEES... ......... ...... ...... --- ...... ......... .......... $42.00
• PERMITS FOR WHICH NO FEE IS SPECIFICALLY INDICATED... .... ...... ...... -- $37.00
• INSPECTIONS FOR WHICH NO FEE IS SPECIFICALLY INDICATED (1/2 HOUR MINIMUM)......................$42.00/HOUR
• ADDITIONAL PLAN REVIEW REQUIRED BY CHANGES, ADDITIONS, OR REVISIONS TO
APPROVEDPLANS ...... ................................ ....... ........ ......... .......... ......................................... ......$42.00/HOUR
• BUILDING PERMIT FEES FOR THE GRAPEVINE-COLLEYVILLE INDEPENDENT SCHOOL DISTRICT
SHALL BE 25% OF THE FEES ESTABLISHED IN THIS TABLE
• FOR USE OF OUTSIDE CONSULTANTS FOR PLAN CHECKING AND INSPECTIONS, OR BOTH......,.. ACTUAL COSTS**
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 CODES 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 FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR
LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS,
AND THAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST.
SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT
(OR HOMEOWNER FOR HOMEOWNERS PERMITS)
PHONE#: `21f-,153 y'--`Z/`^fl
PRINTED NAME
EMAIL:
'OR THE TOTAL HOURLY COST TO THE JURISDICTION WHICHEVER IS GREATER.
—ACTUAL COSTS INCLUDE ADMINISTRATIVE AND OVERHEAD COSTS.
Development Services Department, Building Inspections
The City of Grapevine * P.O. Box 95104 * Grapevine, Texas 76099 * (817) 410-3165
Fax (817) 410-3012 * www.grapevinetexas.gov
C:\Users\sbattelAppData\LocahMicrosofl\Windows\Temporary Internet Files\Content 0utlook\G80E6GQF\MEP APPLICATION 4-11.doc
•MOIL'' 11'1
1:4 ZIL44113 o1:4us]magoiM'412:004411121
DATE:
ADDRESS: SCS r1► q04 AL y
1 � r
BUILDING
i
SWIMMING POOL
IRRIGATION
WATER HEATER
PLUMBING
I hereby certify that I have inspected the water supply system at the above referenced address. To the best of my
knowledge, the materials and methods used in the installation of this system comply with all laws of the State of Texas
relating to plumbing that are required to be enforced by municipalities, and the plumbing code adopted by the City of
Grapevine. Plumbing regulations are contained in the City of Grapevine Code of Ordinances Article V (Ordinance
number 2007-36) and Article VIII (Ordinance number 2007-36), and any and all subsequent related ordinances.
In addition, to the best of my knowledge, no cross connection exists at this address at the time of inspection.
i LICENSE NUMBER
01orms\waterservinsp, 05101
Revised: 7123114
TITLE
Manda Pancholy
From: Manda Pancholy
Sent: Wednesday, February 10, 2016 2:43 PM
To: '
Subject: 16-0539 904 Spring Creek Dr (Swimming pool)
Theresa Holloway,
In reference to swimming pool permit submitted to Building Inspection Department for the address 904 Spring Creek Dr
, label the distance of swimming pool from retaining wall. Provide height of retaining wall from the bottom of the
foundation to top of retaining wall. For retaining wall 4 feet or more height,pool shall maintain 1:1 ratio from retaining
wall to the back of beam or provide register engineer sealed and signed letter stating if pool built closer than pool
excavation depth, it will not harm or endanger retaining wall.
Thanks
;Plons
tner
•i-
I .I
K"-E--L--L,-I,-
� k'G 7 " €E t-, , " F, ?J " -E-
February 15th, 2016
City of Grapevine
Building Inspections
200 S. Main Street
Grapevine, TX 76051
Ph: 817.410.3165
Fax: 817.410.3012
_GgyD-F-aRR—APE-M-NE
Re: Swimming pool excavation
904 Spring Creek Drive,, Grapevine, TX.
The proposed swimming pool at 904 Spring Creek Drive is scheduled to be excavated to
a maximum depth of 5 feet - 6 inches below existing grade in close proximity
(approximately 2 feet - 6 inches) from the existing retaining wall at the rear of the
property. Please refer to the attached plan. The pool excavation exceeds the 1:1 slope
guidelines for excavation in the vicinity of an existing retaining wall.
Kellie Engineering, Inc. has reviewed the pool plan for this site, and makes the
following recommendation:
This excavation can be made without detriment to the existing structures as long as the
following protocol is observed in the areas of cut within 6 ft of the retaining wall:
1. The excavation should be made when the ground is dry and rainfall is not
forecast.
2. The excavation adjacent to the retaining wall should be completed last (and as a
vertical excavation line).
3. Excavation equipment (or other construction equipment or materials) should not
be positioned next to the retaining wall (maintain maximum distance from
structure).
4. Kellie Engineering should be notified if the soil appears to slough off during
excavation. Shoring may be required as directed by the engineer.
5. In the event of rainfall during excavation: the hole shall be pumped dry and the
engineer notified.
6. The construction should be sequenced so the hole remains open for the
minimum amount of time necessary for construction.
P.O. Box 471898, Fort Worth,
FEB FEB 162016
-
TX 76147. Tel. 817-379-1225, Fax, 817-704-4458
E
904 Spring Creek Drive
February 15"', 2016
7. The pool should be shot-creted directly against the excavation line so fill material
and compaction is not required between the pool walls and the excavation lini----
adjacent to the retaining wall. If any areas need •e backfilled; flowable
backfill (2:27, cement:sand) should be installed to final grade.
Construction shall be sequenced so the rebar is placed immediately after the completion
#f excavation, and the shot-creting will be scheduled for the following day. This should
result in the excavation being exposed for no more than 5-7 days.
Using the guidelines above, there are no adverse impacts to the retaining wall by the
construction of this pool. If you have any questions, please do not hesitate to call.
Sincerely,
Kellie Engineering, Inc.
F-7585
010�
.............
..
EDWARD T KELLIE
.......... I ........
eotae
85492
cc: Brad Cormack, Sunstone Pools & Outdoor Living, (817) 988-4756
info@sunstonepools.com
P.O. Box 471898, Fort Worth, TX 76147. Tel. 817-379-1225, Fax, 817-704-4458
LED MCHEL.Ef
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BEAM FOR VVEEPIWALL
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LESLIE & BILL, WALSH, RESIDENCE 10,
-9D4 SPRING CREEK DR
GRAPEVINE TX
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VIE'GlIN117EOrIM71,111�FADAY 170R$EVIEIIDAYSDONOT TURN POOL UGKMON
SCALE lrd- V
PCC`L SPELIFICATION8
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COMPANYSUNSTONE POOLS
Address°'125 AjTq_CT, STE C
city; S
stateEm :12 -�-7617-9
Phom 817M4756
CR t: 81L7 714 9934
Emnil: lNFC,.SSLJNS7Ol14FPl'X'N R Ct-MA
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UNSTONE
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150 1, 625SZ-FT-JTe—.—lJl
S`IAMPEDC,r RFrE 2 COLOR
CC) NOT 11U�Uli PA110
DISCLAIMER
This data has been compiled for
904 Spring Creek
NCTCGG.
Various official and eanoffriial
i
DFWMaps,cominformation.
sour s were used t Daher This
Every effort was made .e
to ensure the accuracy of this
NorTh Ccmral Texas
data, however, no guarantee is
given or implied as to the acouracy r
!'ouncl of"Z!) zr linerEs
of said data.
Single Family Swimming Pool / Spa Standard Plan Comments.
*No underground electric to be within 5' of pool, no overhead electric to be within 10' of
pool.
*Provide a G.F.C.I. outlet within 10' to 20' of pool.
*Pool fill source may not tie into irrigation system nor any other non potable source. Pool
fill source to have backflow protection device to protect water supply system.
*Hose bib's within 25' of pool are required to have vacume breaker backflow protection.
*P -trap installation and inspection is required prior to belly steel inspection or at same
time of belly steel inspection.
*Provide for drainage / erosion control final prior to pool final.
'S b. 7=20$: 'Sa ie==Required fo be'surrounded by fence, wall or building; exception.
(a) Every swimming pool in the city shall be completely surrounded by a fence, wall or
building not less than four feet in height.
(b) The provisions of this section shall not apply to a swimming pool completely enclosed
within a building.
(Ord. No. 79-9, § 2, 3-20-79; Ord. No. 2005-15, § 7, 3-1-05)
Sec. 7-209. Specifications for fences and walls.
Each fence or wall constructed around a swimming pool shall meet the following
specifications;
(a) Each fence or wall shall be so constructed as not to have openings, holes or gaps
larger than four inches in any dimension. Such fence shall be permanent, shall be set and
anchored firmly in the earth, and may be constructed of any suitable material including
wood, metal, concrete, brick masonry or wire, but excluding barbed wire.
(b) All entrances through the fence shall be protected by a substantial gate or door which
shall be equipped with self-closing and self -latching devices capable of keeping such gate
securely closed when not in use. Such latching devices shall be attached to the upper
quarter of the gate or fence on the inside thereof; except, the door of any dwelling which
forms a part of the enclosure of a swimming pool need not be so equipped.
(Ord. No. 79-9, § 3, 3-20-79; Ord. No. 2005-15, § 7, 3-1-05)
LED NICK.
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BOBCAT DIG
WITH SHUTTLE
10
1CT1s�1n0 )^l Z XaaJD bV 1-3(:JS 111)b bESO-,
POOL SPECIFICATIONS
X 35-L
Sewere3 VX Fm5 K
age .71
Cepedty: i3 850
Coping: FLAGSTONE
WateHsNre 20'01 Mouretic Ween WallTand�em
VYate F'qi m Platrter
COMPANY INFORMATION
COMPANYSUNSTONE POOLS
Address: 125 AUTO CT, STE C
City: s
Stete0p: TX 76178
Phone: 817 988 4756
Cell: 817 714 9934
EmeiI: INFO@SUNSTONEPOOLS.COM
Confect: BRAD CORMACK
18" BEAM FOR WEEPING WALL
D NICHELESS
O
UM
11147
LESLIE a BILL WALSH RESIDENCE
804 SPRING CREEK DR
GRAPEVINE, T%76051
DEPTH —Ha
L7'6" 17.6'•
J5'
WET GUNITE DOM T1MCE A DAY FOR SEVEN DAYS DO NOT TURN POOL LIGHTS ON
SCALE: 118" -1'
_
2ND WEEP WALL --
PLUMS SECOND LINE
S1t7 <aSTON 6a r ING eAIIIAPD oESTINAT-1
EQUIPMENT SPECIFICATIONS
EtterPump: 2HP ePUMP
GPM: BO
TURNOVER
� 8 HRS = 3.5 Tknea
PIPE SIZE 7' SOH 40
PIPE VELOCITY? FT. I SECOND
F6ter. !ANDY DEV 60
Cleaner Pump-75HP PB4
Ssniftsii-DANDY PURELINK SALT
Pod CLEANERF BIM2808W&
Pool LQhtL31 Dandy MIN NICHELESS LED
GOMro' Aaualink P4 PDA SALT INTEGRATED
DECK
SQ. FT.: 625 SQ FT. NEW POUR
STAMPED CONCRETE 2 COLOR
DO NOT TOUCH PATIO
CONSTRUCTION
J. EROSION CONTROL REQUIRED EOR GRADE CHANGE NTS.
2, NO CONSTRUCTION, FILLING, CUTTING,
EASEMENT WITHOUT PRIOR APPROVAL.
3, MAINTAIN CURRENT DRAINAGE PATTERN
4. GRASS/EROSION CONTROL REQUIRED BEFORE FINAL.
J_6-0 y gel syktn- _ cacc e Pati
70.50
-0
am am 0 im mo! -.-- via* 4iwo Now
70.50' 70.50
15'X15
70.50'
8:107 uJI 8107 wi 8107 ujl- 8107
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D.,
20 19 18 m �A 17
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1352.59 1
7.5' U PE.
70
70.00. - 75-.00. 75.00'L 70.00
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BOBCAT DIG
WITH SHUTTLE
P -TRAP AND A#�
LINEIRIED F°
SLY STEEL INV'QPEC 14
-M1k 61
APPROVED ':" CHs`- mow.
18" BEAM FOR WEEPING WALL
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LED NICHELESS
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LED NICHELESS
LESLIE & BILL WALSH RESIDENCE
904 SPRING CREEK DR
GRAPEVINE, TX 76051
DEPTH PROFILE
WET GUNITE DOWN TWICE A DAY FOR SEVEN DAYS, DO NOT TURN POOL LIGHTS ON
SCALE: 1/8" - 1'
�M
2ND WEEP WALL
PLUMB SECOND LINE
sJNSTQ,NE
.�.7r
CREAr(NG BACKYARD DESTrM1tAT(ONs
OFFIC--�*E
1t n 9 U A
POOL SPECIFICATIONS
SIZE: 18'6"W X 35'L
Perimeter: 89
epth: 3.5' X 5' X 4'
Square Footage: 471
Capacity: 13,850
Coping: FLAGSTONE
Waterfeature 20' Of Mossrock Weeping Wall Tandem
Wate Port in Planter
Pool CLEANERPolairs 280 Black
COMPANY INFORMATION
troller: Aqualink P4 w/PDA SALT INTEGRATED
COMPANYSUNSTONE POOLS
Address: 125 AUTO CT, STE C
City: s
State/Zip: TX 76179
Phone: 817 988 4756
Cell: 817 714 9934
Email: INFO@SUNSTONEPOOLS.COM
Contact: BRAD CORMACK
sJNSTQ,NE
.�.7r
CREAr(NG BACKYARD DESTrM1tAT(ONs
OFFIC--�*E
1t n 9 U A
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EQUIPMENT SPECIFICATIONS
Filter Pump: 2HP ePUMP
GPM: 80
TURNOVER@ 8 HRS = 3.5 Times
PIPE SIZE 2" SCH 40
PIPE VELOCITYI FT. /SECOND
Filter: JANDY DEV 60
Cleaner Pump:.75HP PB4
Sanitization: JANDY PURELINK SALT
Pool CLEANERPolairs 280 Black
Pool Light: (3 ) Jandy 20W NICHELESS LED
troller: Aqualink P4 w/PDA SALT INTEGRATED
DECK
E
SQ. FT.: 625 SQ. FT, NEW POUR
STAMPED CONCRETE 2 COLOR
DO NOT TOUCH PATIO
1
DowSign Envelope ID: OC3228DF-0644-4FF1-AF39-1309EC280FD51
DocuSign Envelope
1D: AASOIASE-8398.4DE1•AO8F-94895A6333FC
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PLAT" SHOWING
Lot 16j inB1ogk ,5,. of SILVER LAKE ESTATES, PHASE 3, an addition to
tie Ct -y,. sof Grdpevinb. Tar.:.ra�t County, Texas, according to the Mop
a Pidt°thereof rec orded iii Cabinet A, Slide 11134, rl(It Records, l arron t
Cdunty, i`e�as
'Co rnmohly" known a8� 904 Spring Creels Drive,
THIS -,PROPERTY IS LOCATED IN ZONE lYl EODATA SURVEYING, INC.
AS i1ELINFAT AND 0 HICALi�Y SCALED P.O.BQ�f 13558
` FFiOt+f :iliC M. C4MM�l1hIIT'('jPA IELLAND SURVIIYING
Ni?, 8t) 98R.O D5 i, N, ..{ A"iEli_ AAt�G:2,1995. ARLINGTON, TEXAS
LaCALtZED' Fi t3QDIhIG NCIT:,[}EiERMINED, 76094--0555 TOPOGRAPHIC
SCALL • .._ .1 "x.20'. x .
PHONE 817--261--2878 MAPPING
. tr+ +n+ee..+e.i.+r,r....-+mss'+.♦.
KFNN W 0LLER
;DjWf4A9E FLO 3' I hereby certify khis to be a true and correct
0 IRON Rot) `�,, !n°��'`r representation of o survey rntrde an the c;rot�r►rJ.
--X X -- ,FENCE LINE, {r 'r»�3...°,ta
—YE�---µ-lb OVERHEAD tiitLITY LIME �`suFst
:t t . l lis ;ci8 Lnx.:tnrc> ss GLENN W. MILLM R,P.L.S.--STATE OF TEXAS NO.4223
a r autts ' Nov 17, 2008
I}ATE
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