Grapevine Creek-CS091110Pacheco Koch Consulting Engineers
November 10, 2009
PK No.: 2768- 09.294
Mr. Michael Garza
Engineering Department
CITY OF COPPELL
255 Parkway Boulevard
Coppell, Texas 75019
Re: POINT WEST VII
J4 Parking Expansion
Lot 3, Block A
Coppell, Texas
Dear Mr. Garza:
Transmitted herewith, via hand delivery, please find enclosed the following items for
your use:
No. Date Description
6 sets 11/10/09 Civil Plans
1 11/10/09 Comment Response Letter
1 11/10/09 Grading and Drainage Easement
If the enclosures are not as noted above, please contact this office immediately.
If you have any questions regarding the enclosed items or need any additional
information, please call me at your convenience.
Sincerely,
c
Clay n J. Strolle, LEED ®AP
CJS /vm
2768 -270
enc.
cc: Brian Pierce — Duke Construction
Pacheco Koch Consulting Engineers
November 10, 2009
PK No.: 2768- 09.294
Mr. Michael Garza
Engineering Department
CITY OF COPPELL
255 Parkway Boulevard
Coppell, Texas 75019
Re: POINT WEST VII
J4 Coppell, Texas
Dear Mr. Garza:
This letter is to notify you that the enclosed Construction Plans have been revised in
accordance with your November 9, 2009, Review Memorandum. The following items
have been addressed as per the referenced review:
COMMENTS
• We will need something for our files for the drainage and grading easement for the
property to the east. Easements should be provided for the storm drain.
Response: Easement attached.
• Is there a requirement for ADA crossing the 30' driveway from the parking lot,
(ramps, crosswalk, etc.)? You will need to provide safe access for pedestrians.
Response: No ADA requirements. Crosswalk and signage added to plans.
• What is the drainage area and capacity for the system you are tying into? Show the
existing easements for the wye inlet on the north east corner.
Response: Drainage calculations for existing storm added to plans.
Easement also added to plans.
• Establish permanent erosion control for proposed grading swale.
Response: Stated for erosion control measures to stay until ditches are
removed with development.
• Label the curb cut and grouted rock rip rap on the southeast corner of the parking
lot, see sheet C3.2.
Response: Labeled on sheet.
■ Is there a 6" curb on the east side of the parking lot?
Response: There is a 6 -inch curb on the east side.
If you have any questions or need any additional information, please call at your earliest
convenience.
Sincerely,
LEED® AP
CJS /vm/2768 -269
TEMPORARY GRADING AND DRAINAGE EASEMENT
Point West /Duke Lesley
Cordelia Bowen Survey, Abstract No. 56
City of Coppell, Dallas County, Texas
DESCRIPTION, in the City of Coppell a 2.289 acre tract of land situated in the Cordelia
Bowen Survey, Abstract No. 56, Dallas County, Texas; said tract being part of that tract
of land described in a Special Warranty Deed as 'Tract 1" to Duke Realty Limited
Partnership recorded in Instrument No. 200600301442 of the Deed Records of Dallas
County, Texas; said 2.289 acre tract being more particularly described as follows
(Bearing system for this survey is based on a bearing of North 89 degrees, 57 minutes,
33 seconds West for the north right -of -way line of Dividend Drive according to the plat of
Lot 1 and Lot 2, Block C Duke Lesley Addition Dividend Drive and Point West Boulevard
recorded in Inst. No. 20070240528 of the Deed Records of Dallas County, Texas):
BEGINNING at a point in the north west right -of -way line of Belt Line Road (a 120 -foot
wide right -of -way) the north right -of -way line of Dividend Drive, a (90 -foot wide right -of-
way) according to the plat of Lot 1 and Lot 2, Block C Duke Lesley Addition Dividend
Drive and Point West Boulevard recorded in Inst. No. 20070240528 of said Deed
Records; said point being North 89 degrees, 57 minutes, 33 seconds West a distance of
568.50 feet from the west line of Beltline Road; to a point for corner at the POINT OF
BEGINNING;
THENCE, North 89 degrees, 57 minutes, 33 seconds West, along the said north line of
Dividend Drive, distance of 126.27 feet to an angle;
THENCE, North 83 degrees, 01 minutes, 09 seconds West, departing the said north line
of Dividend Drive, a distance of 295.77 feet to a point for corner;
THENCE, North 00 degrees, 02 minutes, 27 seconds East a distance of 535.07 feet to a
1/2 -inch iron rod with "Pacheco Koch" cap set for corner; said point also being in the
south line of Lot 1, Block B, Coppell Business Center II, an addition to the City of
Coppell, according to the plat recorded in Volume 98008, Page 11 of said Deed
Records;
THENCE, North 89 degrees, 25 minutes, 45 seconds East, along the said south line of
Lot 1, Block B, a distance of 687.33 feet to a point for corner;
THENCE, South 00 degrees, 34 minutes, 15 seconds East, departing the said south line
of Lot 1, Block B, a distance of 80.00 feet to a point for corner;
THENCE, South 89 degrees, 25 minutes, 45 seconds West a distance of 628.18 feet to
a point for corner;
PAGE 1 of 3
THENCE, South 00 degrees, 02 minutes, 27 seconds West a distance of 412.64 feet to
a point for corner;
THENCE, South 83 degrees, 01 minutes, 09 seconds East a distance of 362.52 feet to a
point for corner;
THENCE, South 00 degrees, 02 minutes, 27 seconds West a distance of 35.00 feet to
the POINT OF BEGINNING:
CONTAINING, 99,719 square feet or 2.289 acres of land, more or less
The undersigned, Registered Professional Land Surveyor, hereby certifies that the
foregoing description accurately sets out the metes and bounds of the easement tract
described.
��• OF TF
RFO'•9ir
MICHAEL LARRY.LEWIS...
5773
JF
....................
Michael Larry Lewis, Jr. Date
Registered Professional Land Surveyor No. 5773 s
Pacheco Koch Consulting Engineers, Inc. u R�
8350 N. Central Expwy, #1000, Dallas TX 75206
(972) 235 -3031
EX 1.doc
2768- 09.294
PAGE 2of3
0 50 100 200
GRAPHIC SCALE IN FEET
13' TP &L EASEMENT .
(VOL. 85056, PG. 3358)
170.75
PROPOSED
24' FIRE LANE &
ACCESS EASEMENT
PROPOSED
LOT 3
BLOCK A
PART OF
TRACT 1
DUKE REALTY
LIMITED
PARTNERSHIP
(INST. NO.
200600301442)
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a
Ln
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o
LOT 1, BLOCK B
COPPELL BUSINESS CENTER II
(VOL. 98008, PG. 11) 10' BUILDING LINE &
20' UNDERGROUND PARKING SETBACK
ELECTRIC EASEMENT (VOL. 98008, PG.11)
—VOL. 98008, PG. 11)_ _
F -;1 ,tQT..r � i i �� RF1 Tim —
S 89 025'45" W' 628.18'
VARIABLE WIDTH
GRADING AND
�t DRAINAGE EASEMENT
cn 2.289 ACRES
C� (99,719 S.F).
W
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O
N PROPOSED
24' FIRE LANE &
r ACCESS EASEMENT
W
>
3 0
PROPOSED n IRF
N 15' UTILITY � M (C. M.)
EASEMENT
o
10 i R= 495.00'
N I/ IL= 59.80'
CV
J
PART OF TRACT 1
DUKE REALTY LIMITED PARTNERSHIP
(INST. NO. 200600301442)
LINE TABLE
LINE
BEARING
LENGTH
L1
N 89 °57'33" W
126.27'
L2
S 00 °34'15" E
80.00'
L2
S 00 °02'27" W
35.00'
LEGEND
— — — PROPERTY LINE
EASEMENT LINE
O POINT FOR CORNER
(UNLESS OTHERWISE NOTED)
(C.M.) - CONTROLLING MONUMENT
PO /NT OF
09 REG /NN/NG
N 89.57'33" W 568.60' TO THE
4_
9 _ WEST LINE OF BELTLINE ROAD
The undersigned, Registered Professional Land
DIVIDEND DRIVE
Surveyor, hereby certifies
that this plat of
O
F�
survey accurately sets out the metes and
�P� G •�
bounds of the easement
tract described.
c. Q� Fo 9J,
MICHAEL LARRY L EiS*, Ji
.......................
9 90 5773
/
y�•.Ess1° v
Michael L. Lewis, Jr.
ate
B
Registered Professional
URN
Land Surveyor No. 5773
Pacheco Koch Consulting Engineers
8350 N. CENTRAL EXPWY. SUITE 1000 TX REG. ENGINEERING FIRM F -469
DALLAS, TX 75206 972.235.3031 TX REG. SURVEYING FIRM LS- 100080 -00
DRAWN BY I CHECKED BY SCALE DATE JOB NUANER
CJs MLL 1" =100' 11/10/2009 2768- 09.294
(90' RIGHT —OF —WAY)
NOTES:
1. A legal description of even survey date herewith
accompanies this plat of survey.
2. Bearing system for this survey is based on a
bearing of bearing of North 89 degrees, 57 minutes,
33 seconds West, for the north right —of —way line
of Dividend Drive according to the plat of Lot 1 and
Lot 2, Block C Duke Lesley Addition Dividend Drive
and Point West Boulevard recorded in Inst. No.
20070240528 of the Deed Records of Dallas County,
TEMPORARY GRADING AND
DRAINAGE EASEMENT
LOCATED IN THE CITY OF COPPELL, TEXAS
CORDELIA BOWEN SURVEY, ABSTRACT NO. 56
DALLAS COUNTY, TEXAS
PAGE 3 OF 3
UWG FILE: 2768- 09.294E1.DWG