HomeMy WebLinkAboutBSWP2025-000731 (2)ILI
Z
J
LOT 32 � mo 1 LOT 30
Q-
m
o
C6 a ~
(D FENCE
-- ---�—
P.K. Ng11- — — — — — -N-= n';o W -'12U U0'- — — — — — — — — oast SO8N1L-R R9
6011" TO PROPERTY'SEME�
N O A4 ' 24'-3" TO PROPERTY LINE
SHORECR T ACRES +
SUED 'ISION - T 1 23'-2" TO B.O.B.
u
LOT 43
- 7.7'
O'
00
0
0
ti
N
25' BUILDIN LINE � ,
Do 7,
U) ,
N In N
N N N N
-
Lu
U /
o O/,.
M
.
VACANT LOT
1825 ANGLERS PLAZA
1 �z 1e r_--
I�.�n n'
L
in Ln � in
n zo
N N N O O N N
N N
O
co >I
• T -I o ° jLOT 45
tN
l 0)
00
7.Y Z
I�
N
N
1.2'�
CM - 3•3 1/2' IRF BEARS
CpA F 3/8• IRF UTILITY POLE _ N 69' 19' 11" W 0.34' 1/2" IRF
1121E =s—• _L�i .. _ --•—
e
gW•COR 518 IRF BEARS c o I tt t - ff1,,ATERI.IETERr—
LOT 52 r 1� N 68' 48' 08' E 4.59-OVIATER VETER v 00 33 00 E 120.00 j
f--2g0 26' 11 (REFERENCE BEARING)
33'41*
ANGLERS PLAZA
I W -•►r
LEGEND:
C :" BARSWIRE FENCE
ASPHALT.®
—moo CHAINLINK FENCE
y
CONCRETE
- o V/ROUGHT IRON FENCE
-�
—7�7t--MOOD FENCE
GRAVEL -
-V—V—VINYL FENCE
TILE. 0' 10, 20' 40'
—E E ELECTRIC LINE
1'.000 .
GI.1 . GAS METEREM. ELECTRIC METER
BRICK.= NOTES:
IPF. IRO`! PIPE FOUND
STONE. T BEARINGS ARE BASED ON THE RECORDED PLAT.
SCALE: 1 "= 20'
IRS. IRON ROD SET WITH'PREI.IIER'QAP
,-� THE FORMS EXTEND BEYOND THE 25' BUILDING LINE AS SHOWN ABOVE.
IRF - IRON ROD FOUND CO!lTROLLWG l.IQYUl.IElIT CIA(V.'0OD) RAILROAD 71E.® BUILDING LINES AND EASEMENTS ARE BASED ON THE RECORDED PLAT UNLESS OTHERWISE NOTED.
.
LEGAL DESCRIPTION:
TECH
NIP
BEING LOT 44. SHORECREST ACRES
SUBDIVISION, AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS, ACCORDING TO THE FIELD
PC
MAP OR PLAT THEREOF RECORDED
IN VOLUME 388-L, PAGE 81, OF THE PLAT RECORDS OF TARRANT COUNTY, TEXAS.
SURVEYOR'S CERTIFICATION:
THIS IS TO CERTIFY THAT ON THIS DATE A SURVEY WAS MADE ON THE GROUND, UNDER MY SUPERVISION AND REFLECTS A TRUE AND
FLOOD INFORMATION:
CORRECT REPRESENTATION OF THE DIMENSIONS AND CALLS OF PROPERTY LINES AND LOCATION AND TYPE OF IMPROVEMENTS. THERE
THE SUBJECT PROPERTY DOES NOT APPEAR TO LIE
ARE NO VISIBLE AND APPARENT EASEMENTS. CONFLICTS, INTRUSIONS OR PROTRUSIONS, EXCEPT AS SHOWN. THIS SURVEY IS NOT TO BE
WITHIN THE LIMITS OF A 100-YEAR FLOOD HAZARD
USED FOR CONSTRUCTION PURPOSES AND WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT PROVIDED BY A TITLE
ZONE ACCORDING TO THE MAP PUBLISHED BY THE
COMPANY. THERE MAY BE EASEMENTS AND OTHER MATTERS OF RECORD AFFECTING THE PROPERTY SHOWN HEREON THAT ONLY A
FEDERAL EMERGENCY MANAGEMENT AGENCY, AND
PROPER TITLE SEARCH WOULD REVEAL. THIS SURVEY IS SUBJECT TO ANY AND ALL COVENANTS AND RESTRICTIONS PERTAINING TO THE
HAS A ZONE'X' RATING AS SHOWN BY MAP NO.
RECORDED PLAT REFERENCED HEREON.
48439COI05 K. DATED SEPTEMBER 25. 2009.
DATE: 01/10/2025 JOB NO.: 24-08671LSF8
FIELD: 01 /08/2025
�E .0 T
�P. •� 1 S T FR F+
................
DAVID APPLE
...A ......PP
5932
• Q�F O?per <9 •fSS�
do �R�E
Registered Professions] iamd Surreyor
1825 ANGLERS PLAZA, GRAPEVINE, TX 76051
LOT 44, SHORECREST ACRES SUBDIVISION
(Awz1Gerl
5700 Plano Parkway
3pzetlmez'
[Ti/ (/
S
Suite 1200
Plano, Texas 75093
fA
972.612-3601 (0) 1855-892-0468 (F)
`ttr "IlinuI I!
titlll'ca)Itl[j I'I IUrvcVIng.com
6700 W. Plano Pkwy., Sulte 1200
prcm1cfordcrs@
Plano, Texas 76097
Office: 972.612-3601
Fax: 972.964-7021
DATE:
Finn Registration No. 10146200
ACCEPTED BY:
.10
CONSTRUCTION HOURS
7:00 A.M. - 7:00 P.M.
MONDAY - SATURDAY ONLY
NO WORK PERMITTED ON SUNDAY
HOSE BIBBS REQUIRE VACUUM BREAKERS.
G.F.C,I, RECEPTACLE REQUIRED WITHIN 25
FEET OF POOL. ALL METAL WITHIN 5 FEET OF
WATERS' EDGE SHALL BE BONDED. ALL
GATES SHALL BE SELF LATCHING.
PROPOSED GATE
P-TRAP AND BACKWASH LINE
REQUIRED AT BELLY STEEL
INSPECTION
PROPERTY LINE/ 6' WOOD FENCE PER CODE
Lu _ _ 4' UTILITY EASEMENT_
m
1 60'-11" TO PROPERTY
w 1 59'-10" B O B.
zf
w
mil
CD
3IZ
JI
ElfI
Lu
a
Of
�I
I
Construction
Material
Trash Area
Staging
Area
NO PERSONAL
TRASH
"I
kg- P-TRAP
ALL CHANGES REQUIRE
APPROVAL OF REVISED
PLANS
CONTRACTOR SHALL CALL FOR INSPECTIONS:
(817) 410-3010
CONTRACTOR REGISTRATION WILL BE
REVOKED UPON PERN11T EXPIRATION.
24'-3" TO PROPERTY LINE
►,ILL
a 23'-2" TO B O B.
I m
r__Ill
--- IQ
CITY OF GRAPEVINE
THIS PAGE RELEASED FOR
CONSTRUCTION
CITY APPROVED PLANS TO BE KEPT ON
THE JOB SITE AT ALL TIMES.
DATE: 0412212025 BY: W. Scott Leavelle TSBP;
1-2430
BU'LC% :==='.ONDMSION'
RELEASE DOE='. ===_- TOCONSTRUCTICNIN
EASEMENT_=_=_CRIGHT-0E-WAY.
ALL CHANGES MUST BE APPROVED.
SEPERATE PLUMBING.
1 o MECHANICAL, ELECTRICAL AND
I 0 SIGN PERMITS SHALL BE REQUIRED,
1m
I�
r
Z
m
Ip
PLUMBING DITCH
ANTENNA
.Nb90:I1:1
POOL ELECTRIC (60 AMP PRE -WIRED)
POOL EQUIPMENT
SITE PLAN
SCALE: Y1s' = V-0"
POOL CONSTRUCTION SHALL
COMPLY WITH ALL APPLICABLE
PROVISIONS OF THE ISPSC AS
ADOPTED BY THE STATE OF TEXAS
MASONRY TILE NOTES:
1. USE GROUT JOINT WIDTH'S FOR ALL
SQUARE EDGE. SAW CUT VENEERS AND COPINGS
2. JOINT VARIANCE SHALL BE AT A MINIMUM OF
!'" AND A MAXIMUM OF Y".
3. ALL COPING AND WALL CAP CORNERS SHALL
BE BUTT JOINTS AS INDICATED ON PLANS. NO
MITERS TO BE USED.
4. ALL GLASS TILE TO HAVE CAULKED EXPANSION
JOINTS AT ALL CORNERS AND EVERY 4'.
UTILITIES:
ELECTRIC - STUB OUT TO EQUIPMENT @ T
FILL LINE - HOSE BIB TO POOL @ 37'
PLUMBING RUNS:
BACKWASH LINE EQUIPMENT TO POOL @ 51'
BY BUILDER EQUIPMENT TO SD1, SD2. S03 @ 87'. 83' 79'
EQUIPMENT BI, B2 @ 58', 53'
I
1
— — PROPERTY LINE _ _ _ _ _ _ _ _ _ _
"NO DIVING"
THIS POOL DESIGN DOES NOT MEET
DIVING POOL CODE PARAMETERS
2
"NO DIVING"
ISSUED FOR
CONSTRUCTION
04-09-2025
//1
v'
w �
z
J
02 LL CV
o rn
0(r.-0-
O
LQX
� 1 CO
0
Oro
ao
'1�
LLJ
LL
ui to
L
QW
O~
t
J Y
U
mj�
cliOC:)
r
SUPERINTENDENT:
❑ LONG PLUMB WITH EQUIPMENT
® SHORT STUB P
❑ TO BE DETERMINED PLAN NUMBER
23136
1 EXPECTED NUMBER OF DIG DAYS SOLD DATE:
10-08-2024
PERMIT SET ISSUE / BY
02-24-2025 CR
INITIAL PLAN SET ISSUE.
00-00-0000
MASTER PLAN SET ISSUE:
00-00-0000
SALES CONTACT:
MIKE CALONNE
DRAFTED BY.
D rafte r
CHECKED BY.
Checker
REVISIONS:
�A
w
PAGE NUMBER:
w
N�
Q.a U
wL,V�
� 7- U
0
CO Q V)
C1rLUL60n--Sanitation^-Plus
by
C hmTr?,,' p00LS
BASECRETE INTERCEPT APPLICATION:
_ ENTIRE POOL
X TILE LINE
X SKIMMER THROATS
X PLUA48ING PENETRATIONS
SPA - ALL INSIDE
_ SPA - SPILLWAY
_ ROCKLEDGE
WATERFALL PAD
BOULDER COPING BEAM
X RAISED BEAM
DROP BEAM
NEGATIVE EDGE SPILLWAY
APPLICATION NOT INCLUDED
A.1
•
4
PROJECT DETAIL (/) z
Pool deck shall be installed Toc IS@ o;-0•' SCALE:Ys"= 1' 0" ° ti 04
and part of this permit in order WITH FINGER LEDGE rn N O
to obtain a final. O L004o
SUN BENCH WITH POOL STEPS Z O � a
Surface Flow, I `
2' SYSTEM DRAIN (POOL OVERFLOW)
___�,_ __�_____-t,__-__-0-_-__-0- 4"SYSTEMDRAIN(DECKDRAIN) uj
100'-0" I R1, I ..� �— —� I R4� \ R6 , - - ----- I ui cn
T — SDI SD2 SD3 T o"` o W
— B1IL3 I -i L
R5 LA D :5
_
35' LBYBUILDER
RETE POOL DECK I m rn
U
100'-0" 001-01 U) r`
{- El SK2 CL- POOL FILL LINE FROM HOSE BIB
R1�
ANTENNA W
■ . SKI _ POOL ELECTRIC (60 AMPS) 1
--------------------------
G
POOL EQUIPMENT N ram-,, -W
U . e OP OF POOL FORMS ;j♦, T iI pr� C/)
Vea dam"
- T ABOVE/BELOW EXISTING PATIO
(DEPENDS ON CAP SELECTION BY ' FINISH POOL ELEVATION: 100'-0" '� Q
zza
BUILDER) "NO DIVING"
EXISTING PATIO TO BE CAPPED BY BUILDER I THIS POOL DESIGN DOES NOT MEET Q
DIVING POOL CODE PARAMETERS
"NO DIVING"
/
-----J I ISSUED FOR v PLAN NUMBER
23136
' CONSTRUCTION SOLD DATE
/ I 1TSETI 024
SUE
d Q % % PERMIT SET ISSUE / BY:
I 0 1 0 V `0`5 O INITIAL PLAN SET ISSU2-24-2025 E
00-00-0000
r MASTER PLAN SET ISSUE:
j POOL SPECIFICATIONS: 00-00-0000
PERIMETER: 95' AREA: 412 sq.11. GALLONS: 10,000 SALES CONTACT:
HEATER: N P TRAP: Y DIG LINE: 000'-0" MI NNE
DD BY
POOUSPA FIXTURES Drafter
CHECKED BY:
SK1 & SK2 A & A VENTURI SKIMMER - QUICKSKIM ULTRA, ALUM SQUARE 2 Checker
REVISIONS:
_ _ MASONRY I TILE NOTES: L1- L4 JANDY INFINITE WATERCOLORS LED LIGHTS 4 n
1. USE %" GROUT JOINT WIDTH'S FOR ALL I MD1 A & A CHANNEL DRAIN - DUAL PORT 1
SQUARE EDGE/SAW CUT VENEERS AND COPINGS. I R1- R5 WALL RETURNS 5
2. JOINT VARIANCE SHALL BE AT A MINIMUM OF I R6 FLOOR RETURN WI360° FITTING 1 PAGE NUMBER:
®i %" AND A MAXIMUM OF %". Al COOL POOLS ANCHOR 1
DECK CREW NOTE: I 3. ALL COPING AND WALL CAP CORNERS SHALL
®� BE BUTT JOINTS AS INDICATED ON PLANS. NO T 30OW INFINITE WATERCOLORS TRANSFORMER 1 A.2
UNLESS NOTED OTHERWISE, ALL WALL NOTE:
DO NOT CONNECT WALLS TO POOL SHELL. MITERS TO BE USED. � CL CLEANER LINE FOR POLARIS, 280 WHITE 1
DECK TYPES SHALL USE %"/FT PROVIDE MINIMUM %" JOINT FILLED WITH 4. ALL GLASS TILE TO HAVE CAULKED EXPANSION I SD1- SD3 12" SHEER DESCENT, EXT. LIP, BACK FEED 3
FOR SLOPE TO DRAIN/DRAINS. POLYVOID AND NP1 SEALANT JOINTS AT ALL CORNERS AND EVERY 4'. I B1- B2 JANDY LED BUBBLER 2
0.
Y
POOL PROFILE
SCALE: %8' = V-0" —
F
MAIN DRAIN
E
7-3" 17-OW ' 17-8" 1' 7" 0"� 4,�"
35'-0"
i
"NO DIVING"
THIS POOL DESIGN DOES NOT MEET
DIVING POOL CODE PARAMETERS
"NO DIVING"
f �
pl!
35'-0"
9'-10" 11'4" 13'-10'
EQUAL j EQUAL
I
LLJ
a a LLJ
w
o w 13T-0 o
0
o _
o
I � I
I
1&6' 135' Syi 2p 3�/ems
SCALE:'/$' = V-0"
r
POOL LAYOUT (/) Z �Co
(V
00LL orn
O
a x
NO
UlCO ��
Z O
`-vO
'I
LLJ
LL
ui cn
L
QW
z `
5 Y
U
mj�
clio�
V
®, 166ULU AUK
L®� CONSTRUCTION
04-09-2025
W
u
wN�Ln
a u
Cz>Pa
�v =� C
CO V)
F�
PLAN NUMBER
23136
SOLD DATE:
10-08-2024
PERMIT SET ISSUE / BY:
02-24-2025 CR
INITIAL PLAN SET ISSUE:
00-00-0000
MASTER PLAN SET ISSUE:
00-00-0000
SALES CONTACT:
MIKE �7,(��QNNE
DRAFTED BY:
Drafter
CHECKED BY:
Checker
REVISIONS:
n
PAGE NUMBER:
A-3
e
v'
68" TO WATER Z ¢ N
LL
55" TO BACK OF BEAM 12' a rn
%' EXPANSION JOINT 12" 3CM POOL COPING O rn CO
N O
�
2" X 2" NOTCH IN BEAM 12" X 16' BOX BEAM `n v
FUTURE POOL DECK O � a
4" X 6" POOL TILE LINE ao
BY BUILDER / j --
100'-0"
�i\i\i\i5"; ��\��i\��i\��-III �
WATER LINE W
-� w (�
> QQ
`JANDY INFINITE L Q w
1"GREY PVC LED POOL LIGHT o 3 J Y 3 SCH. 40 5" 4 @ 115 FROM TOP OF GUNITE ¢ `
(10F 4) #4 BARS �� / A8A VENTURI RETURN FITTING w
�g
@ 17.5" FROM TOP OF GUNITE w m =
1.5' PVC ' I o
C) LO
N
45° SCH. 40 i SET FLANGE AT %" FROM GUNITE o [03]SECTION SECTION U p r-
SCALE:1/2' =1'-0" SCALE:112' =1'-W m ~
',`� •\ #4 BARS @ 8' O.C.
Vic.
�".`� %" THICK PLASTER [�
I a u .--
7" THICK WALLS AND FLOOR fill a < u
CRY DF G"P MWE
1 POOL WATER AND FLOOR SECTION ALE112n 6 SACK WET -MIX THIS PAGE RELEASED FOR s �e� �
O I . ' = 1'-0" ONSTRI/CTION �+�� ,i.J
SCALE y
�iCLCASE COCi ItiT AIITi gf21S AW NO!'K iN
r CONRICT'MT111<C BI.�]Ir1G CODE OF Z(kllgG
ISSUE DATES FIRM NO.4308 -� Q
CRY APPROVED PLAN S TO BE KEPT ON
THE JOB VM AT ALL TIMES / f' L)
DON ILLINGWORTH & ASSOC., INC. DATE: aa°n BY: W. Senn Learelle TSBP: P
CONSULTING STRUCTURAL ENGINEERS
c ✓� F��1
EwSE1.EM5OR RRIC R1GIRCC WAY
PH. 817-649-1544 FAX 817-649-1545 ANCCo
Au CNGES MUST BE APPROVED.
Design In Accordance To 2021 IRC
D]5SECTION D6]
SECTION
SCALE:1/2' =1'-0" SCALE:112' =1'-0"
ISSUED FOR
CONSTRUCTION
OZ SECTION [07]
SECTION [08] SECTION 04-09-2025
SCALE:112' =1'-0" SCALE:112' =1'-0" SCALE:1l2' =1'-0'
v v
PLAN NUMBER:
23136
SOLD DATE:
10-08-2024
PERMIT SET ISSUE / BY:
02-24-2025 CR
INITIAL PLAN SET ISSUE:
00-00-0000
MASTER PLAN SET ISSUE:
00-00-0000
SALES CONTACT:
MIKE CALONNE
DRAFTED BY:
Drafter
CHECKED BY:
Checker
REVISIONS:
A
w �
PAGE NUMBER:
S.1
11
U-1
Z
J
LOT 32 0 31
n-
o
ad al "-.-
0-
O (D
CR YOrO MIeNEe
EiEAM po.E eq Y.uMflll,tl AVv Ma11E M
vuaMlCr viHM Ye Coco M I.M.n
Cf Y AMEOtlm l l TO BE KEPTOe
THE J0e1111e ATALLTIBEI
MTE.002a/2/ Ir:W.1co2Lea Belle TIBP
W43
A L L CHAHOE I OU 1T HE PPR-ED TI LOT 30
--3ET------- — — — — — IV VQP331c? VV ILV.UQ--- --------
Irmo", i loll, � , ` --�i — •il--il--�l—�1_._�J.•--11-"�!I-
-60'-11" TO PROPERTY -*E- .ENT — —
59'-10"B06------ --------
T
—� S— —
d 7.7'
a:
lnl0000 L
LOT 43 0
N /1.3
25' BUILDIN LINE � {%
00 7.3' _
(V
N N N
N c N N
CM 3.3'
t )2CvA. 1 cOFt. —
SW- 9 - 918' IiF
UTILITY POLE
5/8'I�IRFF SEARS
LOt `'2- N 68' 48' 08' E 4.59' RWATER IAETER
r240.26,
SIV33'41"E
UN AU CMMrff9FXF(S
TO SET S 28- 1l' E 0_3'
L 0 ,44 8 , +
SHOREC R T ACRES + 24'-3" TO PROPERTY LINE
SUE D ISIO 2" TO B.O.B.
5.2'
�j VACANTLOT
825 ANGLERS PL
j
ci Ln zo
r-
N N N
� N
r- tD f` t0
N N N
S 00o 33' 00"EE 120.00'
(REFERENCE BEARING)
ANGLERS PLAZA
(50' R.O.W.)
O
;o
i
V.
O li
o
LOT 45
1j N
U
0')
00
7 5' Z —
1.2'�
1/2' IRF BEARS
N 69' 19' 11' W 0.344' 1112'.IRF
.. '. I WAT`ER IAETERC
N
LEGEND:
BARBWIRE FENCE
ASPHALT-�
- CHAWLINK FENCE
-L :' WROUGHT IRON FENCE
CONCRETE-
l—V--0—V100D FENCE
GRAVEL-Cr
—v V VINYL FENCE
TILE =C
0 10, 20' '10
a ■ ELECTRIC LINE
1LODD -C
GM . GAS METER
EM - ELECTRIC IAETER
BRICK . NOTES:
1 IPF - IRON PIPE FOUND
ROD SET WRH'PREIAIER' CAP
STONE = BEARINGS ARE BASED ON THE RECORDED PLAT.
SCALE: 1 "= 20'
IRS a IRON
IRF . IRON ROD FOUND
THE FORMS EXTEND BEYOND THE 25' BUILDING LINE AS SHOWN ABOVE.
(WOOD) RAILROAD TIE -p�J
CI.1 . COIfTROLLWG IAONUTAEI7T (' �!!!!!!� BUILDING LINES AND EASEMENTS ARE BASED ON THE RECORDED PLAT UNLESS OTHERWISE
NOTED.
LEGAL DESCRIPTION:
TECH
MP
I
BEING LOT 44, SHORECREST ACRES
SUBDIVISION, AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS, ACCORDING TO THE
FIELD
PC
MAP OR PLAT THEREOF RECORDED
IN VOLUME 3881, PAGE 81, OF THE PLAT RECORDS OF TARRANT COUNTY, TEXAS.
SURVEYOR'S CERTIFICATION:
THIS IS TO CERTIFY THAT ON THIS DATE A SURVEY WAS MADE ON THE GROUND, UNDER MY SUPERVISION AND REFLECTS A TRUE AND
FLOOD INFORMATION:
CORRECT REPRESENTATION OF THE DIMENSIONS AND CALLS OF PROPERTY LINES AND LOCATION AND TYPE OF IMPROVEMENTS. THERE
THE SUBJECT PROPERTY DOES NOT APPEAR TO LIE
ARE NO VISIBLE AND APPARENT EASEMENTS, CONFLICTS, INTRUSIONS OR PROTRUSIONS, EXCEPT AS SHOWN. THIS SURVEY IS NOT TO BE
WITHIN THE LIMITS OF A 100-YEAR FLOOD HAZARD
USED FOR CONSTRUCTION PURPOSES AND WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT PROVIDED BY A TITLE
ZONE ACCORDING TO THE MAP PUBLISHED BY THE
COMPANY. THERE MAY BE EASEMENTS AND OTHER MATTERS OF RECORD AFFECTING THE PROPERTY SHOWN HEREON THAT ONLY A
FEDERAL EMERGENCY MANAGEMENT AGENCY, AND
PROPER TITLE SEARCH WOULD REVEAL. THIS SURVEY IS SUBJECT TO ANY AND ALL COVENANTS AND RESTRICTIONS PERTAINING TO THE
HAS A ZONE'X' RATING AS SHOWN BY MAP NO.
RECORDED PLAT REFERENCED HEREON.
48439COI05 K DATED SEPTEMBER 25. 2009.
DATE: 01/10/2025 JOB NO.: 24.0867ILSFB
FIELD: Ol /08/2025
U,7
TO ;NF .9PLE.........v. OAP;- �(\J
Registered Prole»foll lAnd Surreyor
1825 ANGLERS PLAZA, GRAPEVINE, TX 76051
LOT 44, SHORECREST ACRES SUBDIVISION
5700 W. Plano Parkway
Yrentcer,
JJ
y/�� y
el%il
o. Texas
as 7
- Pinno, Texas 75093
Lary 972.612-3601(0)I855.692.0468 (F)
urvc•yinrlll
uI 2llse) Pli .
6700 W. Piano Pkwy., Suits 1200
Plano, Texas76093
Ofnce: 972-612-3601
Far. 972-964-7021
DATE'
Firm Registration No. 10146200
ACCEPTED BY:
LOT 32
—PK NJ
- ---J�
j 7.T
CD
LO
o
LOT 43 O /'
N 11.3
25' BUILDIN LINE 0)
O -
,.
00 7.3-
U)
LU
af
J
c 1 ' I LOT 30
0 om �
LS
NEA6EAa5
w TO SET 'T411'
-- 60'11'TO PROPERTY•SEMENT----------------—
59'-10' B.O.B. 0.9'
, I I — — _
-
O 4
SHOREG ST ACRES E
SUE D ISION
Y )5.2'
/VACANT LOT
1825 ANGLERS PLAZA
- IF",
1 . 24'-3" TO PROPERTY LINE
7j 2'3'-2' TO B.O.B.
O
10
� I II I III
W dl
.O
i O' pLOT45
I~
N
O
u. 7.5' z
0
In N
N CY
h
N
N
N
h
rp
^
N
N
n
C6
N
CM
CM3'3
3/8- IRF UTRfTYPOLE
1.2'� ;
1/2' IRF BEARS
N 69' 19' 11' W 0.34' 1/2' IRF
112 IRF
—�-
F
LW. CO %1
OT 552, r 1�
5/8 IRF BEARS
N 68' 48' OB' E 4.59'21VATER METER
S 00o 331 00It E 120.001
l'lATER I.IETER�
0 24p.2v 111
(REFERENCE
cy
SiV33,41~E
ANGLERS PLAZA
(50' R.O.W.)
LEGEND:
.. .. BARSWIRE FENCE
ASPHALT -
- CHAVILINK FENCE
CONCRETE r.
J/ROUGHT IRON FENCE
. 1Y,
—1/---71—WOOD FE NCE
GRAVEL.
—Y—\ VINYL FENCE
TILE - 0' 10, 20' 40'
1 1 ELECTRIC LINE
1'.00D.�
GI.1 -GAS METER
EM ELECTRIC METER
BRICK.® NOTES:
IPF IRON PIPE FOUND
STONE. ¢ ;_ BEARINGS ARE BASED ON THE RECORDED PLAT, SCALE: 1 "= 20'
IRF. IRON ROD SET WITH PRELnER CAP
THE FORMS EXTEND BEYOND THE 25' BUILDING LINE AS SHOWN ABOVE.
IRF .IRON ROD FOUND n�,,00DI RAILROAD TIE.® BUILDING LINES AND EASEMENTS ARE BASED ON THE RECORDED PLAT UNLESS OTHERWISE NOTED.
I.I CIA . CONTROLLING QNUTAEN-r
LEGAL DESCRIPTION:
TECH KIP
BEING LOT 44, SHORECREST ACRES
SUBDIVISION, AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS, ACCORDING TO THE FIELD PC
MAP OR PLAT THEREOF RECORDED
IN VOLUME 388-L, PAGE 81, OF THE PLAT RECORDS OF TARRANT COUNTY, TEXAS.
SURVEYOR'S CERTIFICATION:
THIS IS TO CERTIFY THAT ON THIS DATE A SURVEY WAS MADE ON THE GROUND, UNDER MY SUPERVISION AND REFLECTS A TRUE AND
FLOOD INFORMATION:
CORRECT REPRESENTATION OF THE DIMENSIONS AND CALLS OF PROPERTY LINES AND LOCATION AND TYPE OF IMPROVEMENTS. THERE
THE SUBJECT PROPERTY DOES NOT APPEAR TO LIE
ARE NO VISIBLE AND APPARENT EASEMENTS, CONFLICTS, INTRUSIONS OR PROTRUSIONS, EXCEPT AS SHOWN. THIS SURVEY IS NOT TO BE
WITHIN THE LIMITS OF A 100-YEAR FLOOD HAZARD
USED FOR CONSTRUCTION PURPOSES AND WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT PROVIDED BY A TITLE
ZONE ACCORDING TO THE MAP PUBLISHED BY THE
COMPANY. THERE MAY BE EASEMENTS AND OTHER MATTERS OF RECORD AFFECTING THE PROPERTY SHOWN HEREON THAT ONLY A
FEDERAL EMERGENCY MANAGEMENT AGENCY, AND
PROPER TITLE SEARCH WOULD REVEAL. THIS SURVEY IS SUBJECT TO ANY AND ALL COVENANTS AND RESTRICTIONS PERTAINING TO THE
HAS A ZONE'X' RATING AS SHOWN BY MAP NO.
RECORDED PLAT REFERENCED HEREON.
48439COl05 K, DATED SEPTEMBER 25. 2009.
DATE: 0111W025 JOB NO.: 24-08671LSFB
FIELD: 01 /08/2025
9N(
...............
••••• DAVID APPLE
.-0 5932 P -
.'f'
� OF Off. O�
94 0 , i USR"J
R
If-
... 14
1825 ANGLERS PLAZA, GRAPEVINE, TX 76051
LOT 44, SHORECREST ACRES SUBDIVISION
5700 W. Plano Parkway
IYzezzaez'
Suite1200
Plano, Texas 75093
972.612-3601 (0) 1 855.892-0468 (F)
tiurvcrllncl I I c
tits i^I purl !�;
6700 Y/. Piano Pkwy, Suits 1200
lecarders@ptemiersurveytng.comPlano,
Texas 76093
OffIce: 972.6123601
Fax: 972.964-7021
DATE:
Fl" Replslratlon No. 10146200
ACCEPTED BY:
INDON ILLINGWORTH & ASSOC. INC.
CONSULTING STRUCTURAL ENGINEERS
February 25, 2025
Claffey Pools
1625 Brumlow Ave
Southlake, TX 76092
Re: Proximity Letter- Pool Foundation
Thorne Residence
1825 Anglers Plaza
Grapevine, Tx
P.O. Box 201640
Arlington, TX 76006
(817)649-1544
Texas Firm Registration #4308
I have reviewed the proximity of the foundation to the new pool and verified the excavation
of the pool will not compromise the house foundation. The existing foundation is assumed
to be 2 feet deep. Using 45 degrees as the angle of influence, the pool excavation is not
within the loading zone from the foundation (Reference detail 01 on sheet S.1).
Engineering evaluation for the analysis and angle of influence for the foundation has been
provided by Don Illingworth & Associates, Inc. as a specialty engineer. Design of the
structural components for the foundation and the home were not provided by Don
Illingworth & Associates, Inc.
Please feel free to contact us if you have any questions.
Respectfully,T�.1PI
....:...........................#
90BERT L. NICF+OIAS 10
............................
Robert L. Nicholas, P.E.°��•. 902390Q�
President ��i`"`
NEW P 0 OL OR WATER. FEATURE CYR.
APPROVAL REQUEST AND RELEASE
OAD
('4�ex•sion 20iS,x) .
(Coxnpax►,v) requests appzovalfrom;ONCQREIeottxcpeiivezyCoxapany
NCOR') mpf3ny's plans to constrict a ocl or water featum ("Project!) at
(dress) /City -> &W"
)xdm for ONCORto properly evaluate the Project, Company must attach the following to this completed document:
Three copies of Company's constriction Plans, which include the location of (1) the pool or water feature (including all
declarg andwalkways); (2) all underground electric faoMes drawn to scale and clearly marked as either direct Buries or in
conduit, including primary, secondary, service and street light facilities ( the VndergromdFacilities"); (3) the eiectdc
meter; and (4) all overhead eleadc fadlities within.Wrtyfeet ofthe wateea edge ((1), (2), (3) and (A•) may bereferred to
collectively as the "Faalitias'); and
.A. copy ofthe final survey for the property ("Survey") showing the location of allpropertylines and. easements located on
11hs property:
exchange for ONCOR's review audreq est:ed approval ofthe Constru.etion Plans, Company certifies that:
(a) The Undergroup.dFacaiit es at the Propertyhovebeen. located.throughtheTexas 911;
(b) Compaayhas accuratelyrepresented.blho Coustraction.Plans andthe ftroythe location of wch oftheAcMes
located through 811, easements, andpropertylines located atthe Property;
(c) ONCOR can xely on the information set forth in the Construction Plans and the Survey in. considering Company's
request for approval of he Construction Plans;
(d) CompauywiJl exercise extra a caution consistentwith alliruiusixy accepted standards andpxactices when.excavatiou
around Facilities;
(e,)—. Companyhas xequester ONCORto approve the ConsirdctionPians for floe sole purpose of obtaining any necessary
municipal appxovals and to resolve potential conflicts with existing electric facilities; and
(f) Except as set forth in (g)(1), below Company agrees to indemnify, protect, defend, andhold ONCORb mless from and
against any and all damages, claims, judgments, causes of action, suits, liability, or losses ("Claims") arising out of the
coashucdon ofthe Project or therepresentations madehereiaby Company, induding Claims arising out ofthe activities
set forth in (g)(2), lialo�v
(g) lutheeventONCORincorrectlyidwxtifcdthelocationofthe'[Underground.Facilitiesandsuchidentificationswexerelied
on by Company to prepare the Construction Plans: (1) Company shall notbe responsible for the damage to $re
UndergroundAcMdes; but (2) Company "be responsible for applicable costs associatedwith a nynecessaryre�ronte
of theFacilities andall costs associated wlflirelocation. ofthe Project regardless ofthe cause orxeasons for suchte-route
or relocation.
CIaffey Pools
ONCORApprovei.'by.
(CompanyN'ame)
By. Sign :
Name: PrhtN </
Title: Construction Operations
Phone: " • t f 574 .., J Q t) 'T'
Date:
('texas 811 Confirmation Number)
w
z
J
� m
w p
CL m
O
C r`
O CID
PROPERTY LINE/ VW �OD FENCE PER CODE
4' UTILITY EASEMENT
CL
60'-11" TO PROPERTY
59'-10" B.O.B.
Construction W-7 I
Material Trash Area O O ®_ 24'-3" TO PR )PERTY LINE
I Staging
Area NOPtRsoNaL r t 23'-2' TO B.O.B.
TRASHI i
,/ �• } jr }.{: �// is/{•`•�: � Lu
'�;! } �
: f/ woo
m o
Wffil
SITE PLAN
SCALE: %s' = V-0" —_
MASONRY / TILE NOTES:
1. USE 38" GROUT JOINT WIDTH'S FOR ALL
�f SQUARE EDGE/SAW CUT VENEERS AND COPINGS.
1 2. JOINT VARIANCE SHALL BE AT A MINIMUM OF
i — )4" AND A MAXIMUM OF I2". '
3. ALL COPING AND WALL CAP CORNERS SHALL
PLUMBING DITCH BE BUTT JOINTS AS INDICATED ON PLANS. NO
ANTENNA MITERS TO BE USED.
T 4. ALL GLASS TILE TO HAVE CAULKED EXPANSION
HOSE BIB JOINTS AT ALL CORNERS AND EVERY 4'.
__ -- POOL ELECTRIC (60 AMP PRE -WIRED)
l ! �POOL EQUIPMENT
I
.
- - __ ff- -- -- ---
25' BUILDING LINE � I
�ieP ' Imo— PTw
CU yl
y cowY
L1J o =
U d
mm
— IN
,Ao L.
Digitally
signed by
Heather
Johnson
R
Date:
2025.02.21
13:09:03
-06'00'
'NO DIVING'
THIS POOL DESIGN DOES NOT MEET
DIVING POOL CODE PARAMETERS
"NO DIVING"
PERMIT SET
02-08-2025
UTILITIES:
ELECTRIC - STUB OUT TO EQUIPMENT @ T
FILL LINE - HOSE BIB TO POOL @ 37'
PLUMBING RUNS:
EQUIPMENT TO POOL @ 51'
EQUIPMENT TO SDI, SD2, SD3 @ 87', 83' 79'
EQUIPMENT 81, B2 @ 58', 53'
SUPERINTENDENT:
❑ LONG PLUMB WITH EQUIPMENT
® SHORTSTUB
❑ TO BE DETERMINED
1 EXPECTED NUMBER OF DIG DAYS
Circulation —Sanitation —plus
by
0,14 FT•Y Poous
BASECRETE INTERCEPT APPLICATION:
ENTIRE POOL
X TILE LINE
X SKIMMER THROATS
X PLUMBING PENETRATIONS
SPA -ALL INSIDE
SPA - SPILLWAY
ROCKLEDGE
WATERFALL PAD
BOULDER COPING BEAM
X RAISED BEAM
DROP BEAM
NEGATIVE EDGE SPILLWAY
APPLICATION NOT INCLUDED
I /`► z r00
-
cN
�f Q
O LD N
_ (D rn
a x
O EO
N
Do
C6
o 00 ~ 1
v�
LLI
LL j in
LAo�
J LLj
`1
�g
m?�
V �O'
w�0WWF,
h P4
C� �(D
P40Ln
00
PLAN NUMBER:
23136
SOLD DATE:
10-08-2024
PERMIT SET ISSUE 1 BY:
02-08-2025 CR
INITIAL PLAN SET ISSUE:
00-00-0000
MASTER PLAN SET ISSUE:
00-00-0000
SALES CONTACT:
MIKE CALONNE
DRAFTED BY:
Dra er
CHECK BY:
Checker
REVISIONS:
A
PAGE NUMBER:
A.1
OT 32 LOT 31 LOT 30
0
C6
FENCE
sff------------1V-D0�33'-00'rVCI 1ZDII0,----------�,� oRN�1►
P.K. Nf,, TO SET S 28° 11' E 0.3'
� �i — •if• •-�f—�t- �� :.+--ii—yr-•mot--rr--+r-•-�' �-�--,•r—�t—
os' — — 4'UTILITYEASEMENT----------------�— ---0.
—
m
N LOT 44
SHORECREST ACRES
SUBDIVISION
O� ,os.z' 1 o0
L In
0 00
ILU
LOT CD
CD 825 ANGLERS PLAZA
LOT 43 0 LOT 45
N T.3 N
25' BUILDING LINE °
0 CD
— 7.3' 4.0' iy ^ 7.0' 0 5i N 9.0' 10.4' 0 9.0'— 10.9, —
� M N 5.6' 0 14.7' � 7.5' z
3.5' OPEN 3.5'� — I c� 10.0' NI
cV T in ci I� f0 (6 cD
NLo � N N co N N N ,
N N N N N N
-14
CM � /7 1/2' IRF BEARS
CM• F _� 3/8"F UTILITYPOLE> N 69° 19' 11" W 0.34' 1/2" IRF
112 1 t "
C�—
LQCC�QR yAERMETER-BEARS T
N68°48'08"E 4.59'®WATER METER S 003300E 120.00
(REFERENCE BEARING) C4
S12°33: E
��1�1CT��%d!'/G/;%%%/meC/f/,�/i/l�%si�iiirrj//O////l/O�/%%/s�%O/e.%%✓/%%i/A%/%
ANGLERS PLAZA
LEGEND
-- BARBWIRE FENCE
ASPHALT.®
- CHAINLINK FENCE
CONCRETEWOO_
z WROUGHT IRON FENCE
DFEN
GRAVEL=�
—V--v— VINYL FENCE
TILE -
0' 10, '20' 40'
—E—E— ELECTRIC LINE
WOOD =�
GM = GAS METER
EM = ELECTRIC METER
BRICK =
NOTES:
IPF = IRON PIPE FOUND
STONE
BEARINGS ARE BASED ON THE RECORDED PLAT. SCALE: 1 "= 20'
IRS = IRON ROD SET WITH 'PREMIER' CAP
THE FORMS EXTEND BEYOND THE 25' BUILDING LINE AS SHOWN ABOVE.
IRF = RON ROD FOUND (WOOD) RAILROAD TIE_®
BUILDING LINES AND EASEMENTS ARE BASED ON THE RECORDED PLAT UNLESS OTHERWISE NOTED.
CM =CONTROLLING MONUMENT
LEGAL DESCRIPTION: TECH i MP
BEING LOT 44. SHORECREST ACRES SUBDIVISION, AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS. ACCORDING TO THE FIELD PC
MAP OR PLAT THEREOF RECORDED IN VOLUME 388-L. PAGE 81, OF THE PLAT RECORDS OF TARRANT COUNTY, TEXAS.
SURVEYOR'S CERTIFICATION:
THIS IS TO CERTIFY THAT ON THIS DATE A SURVEY WAS MADE ON THE GROUND, UNDER MY SUPERVISION AND REFLECTS A TRUE AND
FLOOD INFORMATION:
CORRECT REPRESENTATION OF THE DIMENSIONS AND CALLS OF PROPERTY LINES AND LOCATION AND TYPE OF IMPROVEMENTS. THERE
THE SUBJECT PROPERTY DOES NOT APPEAR TO LIE
ARE NO VISIBLE AND APPARENT EASEMENTS. CONFLICTS, INTRUSIONS OR PROTRUSIONS, EXCEPT AS SHOWN. THIS SURVEY IS NOT TO BE
WITHIN THE LIMITS OF A 100-YEAR FLOOD HAZARD
USED FOR CONSTRUCTION PURPOSES AND WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT PROVIDED BY A TITLE
ZONE ACCORDING TO THE MAP PUBLISHED BY THE
COMPANY. THERE MAY BE EASEMENTS AND OTHER MATTERS OF RECORD AFFECTING THE PROPERTY SHOWN HEREON THAT ONLY A
FEDERAL EMERGENCY MANAGEMENT AGENCY. AND
PROPER TITLE SEARCH WOULD REVEAL. THIS SURVEY IS SUBJECT TO ANY AND ALL COVENANTS AND RESTRICTIONS PERTAINING TO THE
HAS A ZONE "X" RATING AS SHOWN BY MAP NO.
RECORDED PLAT REFERENCED HEREON.
49439CO105 K, DATED SEPTEMBER 25. 2009.
DATE: 01/10/2025 JOB NO.: 24-08671LSFB
FIELD: 01/08/2025
DAVID APPLE
......................
• 13 5,932
�'9,yo'cfS510��0�
Rv
1825 ANGLERS PLAZA, GRAPEVINE, TX 76051
LOT 44, SHORECREST ACRES SUBDIVISION
DATE:
ACCEPTED BY:
5700 W. Plano Parkway
Suite 1200
Plano, Texas 75093
zeLGerl
`•u� c�Jinq
6700 W. Plano Pkwy., Suite 1200
Plana, Texas 76093
Ofice:972-612-3601
Fax:972-964-7021
Firm Registration No. 10146200
w
z
J
LOT 32 LU mo 1 I LOT 30
0—
OP
c6 a ti
00 co FENCE
--Sff--------------1V�0'33'`�
P.K. NAIL r_ TO SET S 28' 11' E 0.3'
4 'W _qi rr ..qj. 1 p. %r�—i)—iA—a7--�J—��t++—yt+�1t
LOT 43
25' BUILDIN LINE
— ''
1 n
r N
j 7.7'
O�
Lc>
>00
CD e
O I
1.3
N
0
00 7.3' �^
U)
— — T 60'-11" OPO B RERTY.SEMENT\I —.— os' — — — -
i
O 44 zo .i
SHORECR_ TACRES o rw e 24' 3" TO PROPERTY LINE.
SUgDI\ ISION _ TT I 23'-2" TO B.O.B.
U `'
I
vi vi vi
N N N
CM ,3.3'
cm1FF —s . IRF
LITILITY POLE
S` . C0 5/8 IRF BEARS
OZ 5 -6^ 1� N 68' 48' 08' E 4.59'2WATER METER
240.2 5Y
g12°33'41"E
LEGEND:
C
ih in
r- C6
N N
<7 rh N
0
N N N N N N
S 000 33' 00" E 120.00'
(REFERENCE BEARING)
ANGLERS PLAZA
(50' R.O.W.)
•_ O
O II
'flu i dl
LF1
[ o ° BLOT 45
ti
LN
0
0)
00
z
l` —
1.2'�
1/2' IRF BEARS
N 69' 19' 11" W 0.34' 1/21/2'IIRF
} 0l'JATER METERr—
c/
4 Z IARBWIRE FENCE
ASPHALT.®
- CHAINLINK FENCE
- - —WROUGHT IRON FENCE
CO'ICRETE.
—/-—el—WOODFENCE
GRAVEL.
—V—\`VVYLFEKCE
TILE.=
0 10, 20' 40'
—E—E—ELECTRIC LINE
l'.00D .
GI.1 =GAS METER
EPA ELECTRIC METER
BRICK.®
NOTES:
IPF. IRO`! PIPE FOUND
•PREI.IIER•CAP
sror:E.f"+=
BEARINGS ARE BASED ON THE RECORDED PLAT. SCALE: 1 "= 20'
IRS. IRON ROD SET WITH
IRF ROD FOUND
THE FORMS EXTEND BEYOND THE 25' BUILDING LINE AS SHOWN ABOVE.
.IRON
CM . CONTROLLING MONUMENT n',,OODI RAILROAD TIE.®
BUILDING LINES AND EASEMENTS ARE BASED ON THE RECORDED PLAT UNLESS OTHERWISE NOTED.
LEGAL DESCRIPTION:
TECH
MP
BEING LOT 44, SHORECREST ACRES
SUBDIVISION, AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS, ACCORDING TO THE FIELD
PC
MAP OR PLAT THEREOF RECORDED
IN VOLUME 388-L, PAGE 81, OF THE PLAT RECORDS OF TARRANT COUNTY, TEXAS,
SURVEYOR'S CERTIFICATION:
THIS IS TO CERTIFY THAT ON THIS DATE A SURVEY WAS MADE ON THE GROUND, UNDER MY SUPERVISION AND REFLECTS A TRUE AND
FLOOD INFORMATION:
CORRECT REPRESENTATION OF THE DIMENSIONS AND CALLS OF PROPERTY LINES AND LOCATION AND TYPE OF IMPROVEMENTS. THERE
THE SUBJECT PROPERTY DOES NOT APPEAR TO LIE
ARE NO VISIBLE AND APPARENT EASEMENTS, CONFLICTS, INTRUSIONS OR PROTRUSIONS, EXCEPT AS SHOWN. THIS SURVEY IS NOT TO BE
WITHIN THE LIMITS OF A 100-YEAR FLOOD HAZARD
USED FOR CONSTRUCTION PURPOSES AND WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT PROVIDED BY A TITLE
ZONE ACCORDING TO THE MAP PUBLISHED BY THE
COMPANY. THERE MAY BE EASEMENTS AND OTHER MATTERS OF RECORD AFFECTING THE PROPERTY SHOWN HEREON THAT ONLY A
FEDERAL EMERGENCY MANAGEMENT AGENCY, AND
PROPER TITLE SEARCH WOULD REVEAL. THIS SURVEY IS SUBJECT TO ANY AND ALL COVENANTS AND RESTRICTIONS PERTAINING TO THE
HAS A ZONE'X' RATING AS SHOWN BY MAP NO.
RECORDED PLAT REFERENCED HEREON.
48439C0105 K, DATED SEPTEMBER 25. 2009.
DATE: 01/10/2025 JOB NO.: 24-OB671LSFB
FIELD: 01/08J2025
...............
DAVID APPLE
•;o• •5932 v
<
s 9. AoF� \ o�P oQ
Np • S �-k
U R'
Regtatered Professlodel land Surreyor
1825 ANGLERS PLAZA, GRAPEVINE, TX 76051
LOT 44, SHORECREST ACRES SUBDIVISION
5700 W. Plano Parkway
Site T' r-Q/%1�1virJ
y ��l1Gey- uTexaass 7
Plano, 75093
972.612-3601 (0) 1855.892-0468 (F)
Sul, eyltl9 1 t LMpre I fi1rvMnv-.=rrr_6700 W. Plano Pkwy., Suite 1200
Plano, Texas 76093
ONlce: 972.6123601
Fax: 972.964.7021
DATE- Flrrn Registration No. 10146200
ACCEPTED BY:
v
v'
Y
PROPOSED GATE
PROPERTY LINE/ 6' WOOD FENCE PER CODE
w — — — — — — — 4' UTILITY EASEMENT
1 60'-11' TO PROPERTY
w 1 59'-10' B.O.B.
zl
w
oo li
of
zI
z
zo
Jl
ElfI
Lu
a
Of
�I
I
Material L
strwdonsh AreaERSONALRASH
— — — — — — — — — —
m
1�
� ti -
r
. - Z
8 - m
! rn
241' TO PROPERTY LINE l o PLUMBING DITCH
23 2' TO B.O.B. I o
ANTENNA
-✓� m HOSE BIB
I
pm
POOL ELECTRIC (60 AMP PRE -WIRED) ---POOL EQUIPMENT
� I
GM]
I
■ ' I
i
Lob— P-TRAP
PROPERTY LINE
SITE PLAN
SCALE:''/,5' = 1'-0"
MASONRY / TILE NOTES:
1. USE %" GROUT JOINT WIDTH'S FOR ALL
SQUARE EDGE/SAW CUT VENEERS AND COPINGS
2. JOINT VARIANCE SHALL BE AT A MINIMUM OF
%" AND A MAXIMUM OF Y2".
3. ALL COPING AND WALL CAP CORNERS SHALL
BE BUTT JOINTS AS INDICATED ON PLANS. NO
MITERS TO BE USED.
4. ALL GLASS TILE TO HAVE CAULKED EXPANSION
JOINTS AT ALL CORNERS AND EVERY 4'.
UTILITIES:
ELECTRIC - STUB OUT TO EQUIPMENT @ T
FILL LINE - HOSE BIB TO POOL @ 37'
PLUMBING RUNS:
BACKWASH LINE EQUIPMENT TO POOL @ 51'
BY BUILDER EQUIPMENT TO SD1, SD2, SD3 @ 87', 83' 79'
EQUIPMENT Bt, B2 @ 59, 5T
SUPERINTENDENT:
❑ LONG PLUMB WITH EQUIPMENT
® SHORTSTUB
Vj0
w X 00
za
LL (V
02 o rn
O
a CO
UlNO
-1 CO
O
0v0
't a
j:z-�
�P
W
LL
w in
L
Q
o�
5 `
J Y
U
Co mj�
cliOco
r
v
❑
TO BE DETERMINED
PLAN NUMBER:
23136
1
EXPECTED NUMBER OF DIG DAYS
SOLD DATE:
10-08-2024
PERMIT SET ISSUE / BY:
C1IC iLtion—Sanitation^-Plus
02-08-2025 CR
INITIAL PLAN SET ISSUE:
by
00-00-0000
MASTER PLAN SET ISSUE:
Cl.al�' POOLS
00-00-0000
'
-
SALES CONTACT:
BASECRETEINTERCEPTAPPLICATION:
MIKE E
DRAFFTED
TCUBY BY:
ENTIRE POOL
Drafter
"NO DIVING"
_
X
TILE LINE
CHECKED Checker
THIS POOL DESIGN DOES NOT MEET
X
SKIMMER THROATS
REVISIONS:
DIVING POOL CODE PARAMETERS
X
PLUA48ING PENETRATIONS
n
SPA - ALL INSIDE
SPA - SPILLWAY
ROCK LEDGE
PAGE NUMBER:
"NO DIVING"
_
WATERFALL PAD
PERMIT SET
BOULDER BEAM
X
RAISED BEAAPING
A. 1
DROP BEAM
02_24_2025
_
—
APPLICATION NOT INCLUDED
ir
1
DECK CREW NOTE: ; ®'
UNLESS NOTED OTHERWISE, ALL®� WALL NOTE:
DECK TYPES SHALL USE %"/FT DO NOT CONNECT WALLS TO POOL SHELL.
PROVIDE MINIMUM / JOINT FILLED WITH
FOR SLOPE TO DRAIN/DRAINS. POLYVOID AND NP1 SEALANT
10 --1 _ _.._..._-
MASONRY / TILE NOTES:
1. USE %" GROUT JOINT WIDTH'S FOR ALL
SQUARE EDGE/SAW CUT VENEERS AND COPINGS.
2. JOINT VARIANCE SHALL BE AT A MINIMUM OF
%" AND A MAXIMUM OF %".
3. ALL COPING AND WALL CAP CORNERS SHALL
BE BUTT JOINTS AS INDICATED ON PLANS. NO
MITERS TO BE USED.
4. ALL GLASS TILE TO HAVE CAULKED EXPANSION
JOINTS AT ALL CORNERS AND EVERY 4'.
N SKI & SK2
-� L1- L4
MD1
R1- R5
R6
Al
T
CL
SD1-SD3
B1-B2
IONS:
AREA: 412 sq.ft.
P-TRAP: Y
POOUSPA FIXTURES
A & A VENTURI SKIMMER - QUICKSKIM ULTRA, ALUM SQUARE
JANDY INFINITE WATERCOLORS LED LIGHTS
A & A CHANNEL DRAIN - DUAL PORT
WALLRETURNS
FLOOR RETURN W/ 360° FITTING
COOL POOLS ANCHOR
30OW INFINITE WATERCOLORS TRANSFORMER
CLEANER LINE FOR POLARIS, 280 WHITE
12" SHEER DESCENT, EXT. LIP, BACK FEED
JANDY LED BUBBLER
r
PROJECT DETAIL (/)
z N
04
x
O
UlNOM
0) r W
z O
`0vO
't
SYSTEM DRAIN (POOL OVERFLOW) w
w c�
LAQ�
5
gg
U
mj�
Coco
POOL FILL LINE FROM HOSE BIB
ANTENNA
POOL ELECTRIC (60 AMPS)
POOL EQUIPMENT
FINISH POOL ELEVATION: 100V
"NO DIVING"
THIS POOL DESIGN DOES NOT MEET
DIVING POOL CODE PARAMETERS
"NO DIVING"
PLAN NUMBER:
PERMIT SET SOLD 1 A6TE
10-08-2024
PERMIT SET ISSUE / BY:
02 24 2025 02INITIAL-08-2025 PLAN SET IS USE
00-00-0000
MASTER PLAN SET ISSUE:
00-00-0000
SALES CONTACT:
MIKE �7,(��QNNE
DRAFTED BY:
Drafter
CHECKED BY:
Checker
REVISIONS:
n
PAGE NUMBER:
GALLONS: 10000
DIG LINE: 006'-0"
2
4
1
5
1
1
1
1
3
2
A.2
r
r
r
POOL PROFILE
SCALE: %8' = V-0" —
} F
MAIN DRAIN
E
7-3" 17-OW ' 17-8" 1' 7" 0"., 4,�,
35'-0"
i
"NO DIVING"
THIS POOL DESIGN DOES NOT MEET
DIVING POOL CODE PARAMETERS
"NO DIVING"
35'-0"
f 9'-10" 11'4" 13'-10'
EQUAL j EQUAL
LLJ L.
LLJ
I I
W
N o ow I 3T-0 o
o p
I � I
� � I
1&6' 135' Syi 2p 3�/ems
u;
SCALE:'/$' = V-0"
POOL LAYOUT
®b PERMIT SET
02-24-2025
I /1
v/
z r00
-
a
V
�2 LL (o rn
O
a x
UlNO
CO ��
O
0v0
0c)� a
W
LL
ui cn
L
QW
��
3 `
U
mj�
(oco
V
W
u
wN�
a u
� z�P a
Co x
PLAN NUMBER:
23136
SOLD DATE:
10-08-2024
PERMIT SET ISSUE / BY:
02-08-2025 CR
INITIAL PLAN SET ISSUE:
00-00-0000
MASTER PLAN SET ISSUE:
00-00-0000
SALES CONTACT:
MIKE �7,(��QNNE
DRAFTED BY:
Drafter
CHECKED BY:
Checker
REVISIONS:
n
PAGE NUMBER:
A-3
e
-1
Z
J
LOT 32 0 31
o
om
of � ti
_1_ � `
_ 0
_—x,NpIL_____ ____—N-00''33�? W—I20.00"'--------'UNABLE
TO SET
�...,p.� ir.—M Is,1,
----V
>�--T,60'-11"TOPROPERTYZEMENI__ ___--- ________-
t 59'-10" B.O.B. _ 1 1 os�
1k. —7 io
L O ,4
SHOREC T ACRES 8 24'-3" TO PROPERTY LINE
SUEDPIS'.10� e 23'-2" TO B.O.B.
LOT 43
a 7.7'
a:
L00
0I.
0
0
N
�1.3
25' BUILDIN LINE on
7.3'
N N N
CM tPF
CM 3.3'
318'IRF �T ILrtvPOLE
112'
a • COP
fLOj 5?-
'- 5/8' IRF BEARS
N 68- 48- 08- E 4.59'®WATER IIETER
r240.26
S12e3541"E
(4
in u' zn
1-
N N V
N
S 00° 33' 00"eE 120.00'
(REFERENCE BEARING)
1
LOT 30
28' 11' E 0.3'
o
0
LO
, 00
'LOT 45
04
0)
00
Cf TV
D .r N N N
N
1.2'�
1/2' IRF BEARS
N 69° 19' 11' W 0.34' 1112'*IR`F
—M .. - I WATER METER'— .
r/M K'111114&MkRRPEll
ANGLERS PLAZA
C4
LEGEND:
I: 11 BARSWIRE FENCE ASPHALT.
CFIAWLWK FENCE s WCONCRETE.
-- WROUGHT IRON FENCE
—
E --W --- /.4— WOOD FENCE GRAVEL -=
—'M1F--VINYL FENCE TILE.0
0' 10, 20' '10,
■ ELECTRIC LINE WOOD-�
GIA1
EM . GAS METER
-ELECTRIC METER BRICK. NOTES:
IPF . IRON PIPE FOUND
RS. IRON ROD SET W STOVE. BEARINGS ARE BASED ON THE RECORDED PLAT.
IITH'PREMIER' /
SCALE: 1 "= 20'
CAP r THE FORMS EXTEND BEYOND THE 25' BUILDING LINE AS SHOWN ABOVE.
IRF . IRON ROD FOUND
VRAILROAD TIE.D�I/ BUILDING LINES AND EASEMENTS ARE BASED ON THE RECORDED PLAT UNLESS OTHERWISE
cM . coNTRouwG MONUMENT nDoo) Y////////
NOTED,
LEGAL DESCRIPTION:
TECH ! RIP
BEING LOT 44, SHORECREST ACRES SUBDIVISION, AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS, ACCORDING TO THE
FIELD PC
MAP OR PLAT THEREOF RECORDED IN VOLUME 3881, PAGE 81, OF THE PLAT RECORDS OF TARRANT COUNTY, TEXAS.
SURVEYOR'S CERTIFICATION:
THIS IS TO CERTIFY THAT ON THIS DATE A SURVEY WAS MADE ON THE GROUND, UNDER MY SUPERVISION AND REFLECTS A TRUE AND
FLOOD INFORMATION:
CORRECT REPRESENTATION OF THE DIMENSIONS AND CALLS OF PROPERTY LINES AND LOCATION AND TYPE OF IMPROVEMENTS. THERE
THE SUBJECT PROPERTY DOES NOT APPEAR TO LIE
ARE NO VISIBLE AND APPARENT EASEMENTS, CONFLICTS, INTRUSIONS OR PROTRUSIONS, EXCEPT AS SHOWN. THIS SURVEY IS NOT TO BE
WITHIN THE LIMBS OF A 100-YEAR FLOOD HAZARD
USED FOR CONSTRUCTION PURPOSES AND WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT PROVIDED BY It TITLE
ZONE ACCORDING TO THE MAP PUBLISHED BY THE
COMPANY. THERE MAY BE EASEMENTS AND OTHER MATTERS OF RECORD AFFECTING THE PROPERTY SHOWN HEREON THAT ONLY A
FEDERAL EMERGENCY MANAGEMENT AGENCY, AND
PROPER TITLE SEARCH WOULD REVEAL. THIS SURVEY IS SUBJECT TO ANY AND ALL COVENANTS AND RESTRICTIONS PERTA114ING TO THE
HAS A ZONE'X• RATING AS SHOWN BY MAP NO.
RECORDED PLAT REFERENCED HEREON.
48439CO105 K, DATED SEPTEMBER 25, 2009.
DATE: 01/10/E025 JOB NO.: 24-0867ILSFB
FIELD: 01/08/2025
U,7
TO ;NE........v�:.. pQ�(
Registered Protesafotial lAnd Surreyor
1825 ANGLERS PLAZA, GRAPEVINE, TX 76051
LOT 44, SHORECREST ACRES SUBDIVISION
5700 W. Piano Parkway
JJ
y/��
Su
ri��%tiLe(y Te 1200
J / Pinno, Texas 75093
lar.r - 972.612-3601 (0) 1 855.692.0468 (F)
r vejig tcl t I i
uI I lulel 1 Pig
6700 W. Piano Pkwy., Sulit91200
Plano, Texas 76093
Of 972-612-2501
Far. 972-964-7021
DATE'
Firm Registration No. 10146200
ACCEPTED BY: