Item 7 - ExhibitsPage is too large to OCR.
LEGEND:
0 MD- MANHOLE DRAINAGE
0 SS- MANHOLE SAN. SEWER ■ 1
0 CO - CLEAN OUT
oq��o 17 FH- FIRE HYDRANT
17 FDC- FIRE CONNECTION srare HIGHWAY 114
LS- LIGHT STANDARD FM 1709 m
F ►� WV- WATER VALVE s
o ,SO A
M WM- WATER METER cF�j
\
PP- POWER POLE PROJECT
SITE
GW- GUY WIRE coNrxNENrAL BLVD.
FND 1/2' `Q fl a�"Ja6
\� O L� 0 IR- IRON ROD �S6
L R. A= 10 °41 ' 17 "
R=847 . 00 , — 5N-SIGN
B/C T=79 . 23 ' O IR-IRRG. CONTROL
L=158 . 00 GI-GRATE INLET VICINITY MAP
s. Cb=S51 "50 ' 44 " E
sro�N4(� CI-CURB INLET
Lc= 157 . 77
G / / ROCK BC-BACK OF CURB
•CEiS'/ / \ / RIP-RAP QTOF'$p
saNM.HEwER EC-EDGE OF CONCRETE
/'/k qy�P?;C O.\• ' / //� s� \\ W\4EEly\ \ \Q��y / 20' R.C.I. 40'X10'.
x / L\y SIGHT TRIANGLE LEGAL DESCRIPTION
o , co / \\\ �\� Q' / / \ \ \ �� \7v CABINET A, SLIDE 12221
N ' / �j cP ' / / ' \ O \� TyT< \ \\ P.R.T.C.T. Being a 2. 70 acre tract of land situated in the C. B.
9Tr `\ FND 1/2' McDonald Survey, Abstract No . 1013, Tarrant County, Texas and
a F 1 ® 1�E \ \ °cot \ I.R. being all of Lot 4R7Ri, Green Meadow Subdivision, as
l a / / 61 A K recorded in Cabinet A. Slide 12221, Plat Records, Tarrant
"a°'o — L W[] �// / / / ' °NG'I" B/D \ \ �q��° `'� \� County, Texas, and being more particularly described as
H 5' SIDEWALK // / , / / ° -S \ �S OUTFALL \/slGrd S 15 u 17 ' 32 " E fOl1DWS:
H / STRUCTURE /1
WATER VAULT PP
14 . 81 ' C BEGINNING at a found x in concrete, said point being the
' / / \ \ /
�� � / � / �, \ \ �,�° /� FND x IN southwest corner of said Lot 4R7R1, and being the southeast
wv 9 ' ROCK �° 1 CONCRETE corner of Lot 4R1R, Green Meadow Subdivision, as recorded in
I V B/C s ti / ms tirn Cabinet A. Slide 12221, Plat Records, Tarrant County, Texas,
E1 ti y \ \O RIP-RAP / 0' R.C.I. also being in the north right-of-way line of East
A" Continental Boulevard (having a variable width R. O. W. ) :
I c / �g\r` P / O oF\ \O 0°ti •� d THENCE North 00600 ' 07" East, leaving said north right-of-way
.01 Q' 7r line, and along the east line of said Lot 4R1R, a distance
of 215. 39 feet to a found x in concrete, said point being
ti the southwest corner of Lot 4R6R1, Green Meadow Subdivision,
:: \A oP i�7 z as recorded in Cabinet A. Slide 12221, Plat Records, Tarrant
A, ,2 County, Texas;
GPa I w�ti°� THENCE North 59036 '45" East, leaving said east line, and
�o / tiP along the south line of said Lot 4R6R1, a distance of 419. 49
/ S QOwQ feet to a found 1/2 inch iron rod for the beginning of a
L LOT 4R7Ri Wa`` �' ' ,�waQ curve to the left having a radius of 847. 00 feet and a
WV _ _ __ _/ GREEN MEADOW SUBDIVISION central angle of 10041 ' 17" and a long chord which bears
SLIDE 12221 e / PP / GQm South ' 51 '50 ' 44" East. 157. 77 feet, said point being the
CABINET A,
►. P.R.T.0 / 7 ' southeast corner of said Lot 4R6R1, also being in the west
SAN. SEWER WV DUMPSTER / , / right-of-way line of South Kimball Avenue (having a
M.H. I WATER I s� AREA 1 STORY TILT WALL / s i 94'R. 0. W. );
VAULT I o 2250 E. CONTINENTAL BLVD.
FND x IN I I °- / THENCE along said west right-of-way line and along said
coNCRETE I I �' curve to the left an arc distance of 158. 00 feet to a found
s3 / / ' i� 1/2 inch iron rod:
rB/C i
+I / THENCE South 15 '17' 32" East, leaving said west right-of-way
/^ , �t• A= 59 "36 ' 31 " line, a distance of 14.81 feet to a found x in concrete for
o.. I F.D.C. / �' . i o R=586 . 30 ' the beginning of a curve to the right having a radius of
586. 30 feet and a central angle of 59036 '31 and a long
N I y ' S'/ \ ,�� T=335 . 84 ' chord which bears South 57011 ' 17" West, 582. 83 feet, said
Q " I a \ \ ' L=609 . 97 ' point being in the north right-of-way line of said East
a�P°F curl o Ls / ` Ls y� \�°`� Continental Boulevard;
H CONCRETE PAD ® A •( / \ Cb=S57 11 17
"V'oWE LCl I N Lc=582 . 83 ' THENCE along said north right-of-way line and along said
spa I N Ls / �n°�\Pp� / \ // �y�5°5��� curve to the right an arc distance of 609. 97 feet to the
® CU �z ® / Gp�EtP\ �\ �y°c POINT OF BEGINNING and CONTAINING 117, 413 square feet, 2. 70
acres of land, more or less.
V I ®I LU I t1FH ® G.I® / J.(\\.\�/ //' 2 /// �G % / °ppti`� e. yr(�•
CO
O
F
O / / AN H wER WV ,c1�c0`tir / SURVEYOR'S CERTIFICATE
Z CROSSWALK P / To: Champion Southlake Crossing Partners, L.P., Amegy Bank, National Association
LS and Commonwealth Land Title Insurance Company.
OPC/ \\� 21 l
STORM AINA E E M3 STORM / �N�P/ �Z��c 122 I Michael L. Peterson, have prepared this survey
M.H. CA IN A, S IDE 122 —� from an on the ground field survey prepared under my.
R.TCT. _ B _ _ _ //i / iOWp� ,PPO��P\ y\Gq. direction. The corner monuments have been pro rusions
Ls ° S P• t• otherothannthosershown•no encroachments or
C1 q
\�I 10' C.I. �SC\F Q P.
' VARIABLI WIDTH
C MMRON ACCEA I UTILITY
IN A,
IDE 122 { OF T
s \ Michael L. Peterson, Surveyor P,•...-r F
Texas Registration No. 5999 eR.,
s
TS
GN rO��< -- PP .:.M.L�PE-E------
.
_ — B/C ..........599...........
AN. sew I o PRELIMINARY <'?oFesssB?=lam
,M.H.. , n
' I � THIS DOCUMENT SHALL NOT 8E �.•SUR
RECORDED FOR ANY PURPOSE.
POINT OF 15' UTILITY ESMT
BEGINNING CABINET A, SLIDE 9878
GRAPHIC SCALE 1 "=20 '
P.R.T.C.T.
FND X IN CONCRETE w
�, 0 0 20 40 60
� �
Dad ,D 'I
E z� TITLE SURVEY
wa I ao
BEING ALL OF
�c Man LOT 4117111, GREEN MEADOW SUBDIVISION
e� 1145 AS RECORDED IN
ti o Exceptions: Notes:
CABINET A, SLIDE 12221
PLAT RECORDS, TARRANT COUNTY, TEXAS
Schedule B from Commonwealth Land Title Insurance Company, GF# 07RO6397 CR9 1. Basis of Bearing is Texas State Plane Coordinate System, North
with an effective date of July 20. 2008 was reviewed in the connection with the Central Texas Zone, North American Datum 1983. C. B. MCDONALD SURVEY, ABSTRACT 1013
preparation of this survey.
2. No part of the subject property lies within a flood plain or
10a. Deed of Trust - CC# D207119791 flood prone area or a flood way of any body of water as evidenced CITY OF SOUTHLAKE, TEXAS
Effects subject tract. by the Flood Insurance Rate Map of Tarrant County, Texas,
10b. Terms and Conditions.- Volume 7349, Pg. 1106 Community Panel No . 48439C 0215H, effective date August 2, 1995. TARRANT COUNTY, TEXAS
Effects Subject tract. PARKING SUMMARY Graham ASSOCIptes Inc.
■ CONSULTING ENGINEERS & PLANNERS
10d. Easements & Setbacks shown on plat - Cabinet A. Slide 12221 112 - 9 ' X IS' SPACES 600 SIX FLAGS DRIVE, SUITE 500
Effects subject tract . 2 - HANDICAP ARLINGTON, TEXAS 76011 (817) 640-8535
114 - TOTAL SPACES DRAWN 9Y: GAI PROJECT NO. SHEET
DATE: SEPTEMBER 2008 FILE NO. i OF i
J: \CHAMPION\SOUTHLAKE\CAD\Champion Titles\Lot 4R6R1.pro
Specifications:
• Dimensions: 8’ wide x 8’-6” tall x 40’ long (320 square feet)
• Shelter weight: 13,710 lbs, Foundation weight: 117,333 lbs
• Door dimensions: 3’3” wide x 6’9” tall (ADA accessible) with two doors per unit
• Built with the following steel specifications: All structural steel plates and angles
are ASTM grade A36 Steel. Rectangular steel tubes are ASTM grade A500. All
structural steel tubing has ¼” thick walls. All welds are inspected by a CWI (Certified
Welding Inspector). All inspections meet IBC Ref: 1704.3.1
• Each community storm shelter is bolted to a 4,000 PSI, 16”-thick, reinforced-
concrete foundation with a HILTI epoxy anchoring system using 5/8” bolts with 6” of
embedment to ensure the shelter stays in place during an EF-5/250 MPH tornado
• Paint system is rust and corrosion-resistant.
o Interior: Water Borne.
o Exterior: Urethane Industrial Strength (Standard for Automakers)
• Triple -locking door system for extra safety and security
• Available with both exterior and interior lights with a 90-minute emergency back-up
battery, 20 AMP, 110 Volt electrical service is needed.
• Convection air ventilation system included
• Foundation (required spec): 16” reinforced 4000 PSI concrete
• Shelters meet FEMA 361 and ICC 500 codes with 250 MPH wind rating. Wall
sections and doors successfully passed Texas Tech Wind Research Institute
simulated tornado missile impact test. Shelters are designed and sealed by a
Structural Engineer.
City of Southlake Case No. ZA26-0026