HomeMy WebLinkAboutSP2007-10NEWE
GRA V�E
I
T E X A S
CITY OF GRAPEVINE
SITE PLAN APPLICATION
PART 1. APPLICANT INFORMATION
Name of applicant: agenticompanylconlac,
Street address of applicant / agent:
-3p E. (,Jc,,de k-,ctcl
City / State / Zip Code of applicant / agent:
L-,,dt�s T-9 7 & ��3
Telephone number of applicant/ agent:
1�31 � 9 �-b 0 6 70
Fax number of applicant agent.,
t6t-7 0,1-b W-;&
Email address of applicantlagent
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Mobile phone number of applicantlagent
1-7 �� 2-2- 2-3 -7
Applicant's 7nterest in subject property:
(� V, I C/)"
7 1 rl e&v-
PART 2. PROPERTY INFORMATION
Street address of subject property
TRT) � kf 1 12o"
Legal description �of subject property (metes & bounds must be described on 8 112" x I I sheet)
�IUJ<--J Nde--a
Size of subject property
3 el I Acres Square lootage
Present zoning classification:
PC) -
F
Give a general description of the proposed use or uses for the proposed development:
PART 3. PROPERTY OWNER INFORMATION
Name of current property owner. -
'--L),�eS PA>Per+16� 16, bes)
4e(
Street address of property owner:
--75-01 V5
City/ State /Zip Code of property bwner.-
hi--Il!j�'t-v) 15( -Aocx��l
Telephone number of property owner:
�-63 agg
Fax number of property owner
12 0 5� 2
I 6194q
U" Attach a final plat, or replat, of the approved subdivision by city council showing property boundary lines, dimensions, easements,
roadways, rail lines, and public rights -of way crossing and adjacent to the tract ( I blueline copy)
Q( Submit a site plan showing all information required by Section 47.E, Site Plan review requirements (see attached requirements).
U,"' All site plans must conform to the approved concept plan. Any changes to a site plan, approved with a conditional use or a special use,
I can only be approved by city council through the public hearing process.
PART 4. SIGNATURE TO AUTHORIZE FILING OF A FINAL SITE PLAN
I
,�qtvvv&
Print Applicant's Name:
wgriature:
NEWE"
The State Of
County Of
Before Me on this day personally appeared �<" '-L I �'V—D
(notary) 0 (applicant)
known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and
acknowledged to me that he executed the same for the purposes and consideration therein expressed.
(Seal) Given day of A.D.
0 JEANETTE M:ASTERS
y S
Notary Public, State of Texas
M M Ires
ion Exp
y Commission Expires
rr
F e
bru 6 2008
February 16, 2008
Notary In And For State
__Of 7exa
aLA LN C -F-. fv\ W\, 0 r,[ -s -r
Print Property Owners Name: Property OW?n'er's Signat6re
The State Of
CountV Of cx>'��A
1� cj-'r'- nt� 0 on this day personally appeare 1 0 SE
Before Me C- 0 ' (notary) d U (property owner)
known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and
acknowledged to me that he executed the same for the purposes and consideration -therein expressed.
(Seal) Given under my hand and seal of office this dayof 4 A.D.
JEANETTE
MASTERS
Notary Public, S'
tate ot Texas
my Commission Expires
In And For STa Of -xas
February 16, 2008 Notary
ILL UMINA TION PLAN
An illumination plan to include a site photometric and all fixture details shall be submitted as
part of the site plan review process. Applications will not be accepted without this
requirement.
I hereby acknowledge that an illumination plan has been included as a part of this submittal.
Applicant Signature (04rtbjJ-
rat"-
Date:
Property Owner Signature.
Date: L,711oZ
12
PLATTING VERIFICATION
This verification statement must be signed prior
To the submittal of this application
f('67-40
It has been determined that the property described below does require platting
or replatting and the applicant has been instructed on this procedure.
It has been determined that the property described below is currently platted or
does not require platting or replatting at this time.
Address of subject property
Legal description of subject -property. Lot -3)2-2-, 9) <,C,� �:) Pe kwey viv\e �Cvdy Nse �
ic Works Department
913 4 �X_
Date
This form must be signed by the public works department and submitted along with a
completed application to the planning and zoning department
61
SP07-1 0
HUGHES-MERLOT
AUGUST 27,2007
1501 HUGHES ROAD
OFFICE BUILDING 1�
LOT 3R2, BLOCK 2, DELANEY VINEYARDS PHASE 11
HUGHES-MERLOT OFFICE — 1501 HUGHES ROAD
I Please add the following information to the title block of the revised
site plan:
Case Number — SP07-1 0
Address — 1501 Hughes Road
2. Please dimension the distance of the proposed building to the north
property line and also from the southeast corner of the building to
the east property line.
3. Please add a site data chart to the site plan showing the amount
required and provided: Height in stories and feet, percentage
masonry, total building area, total lot area, floor area ratio, total
impervious area (building and paved area), and total open space
(landscaped area).
4. Please provide landscape calculations in a chart showing the
following: Interior landscaping calculations, perimeter landscaping
calculations and non -vehicular landscaping calculations per the
landscaping regulations of Section 53 of the Zoning Ordinance.
5. Please dimension the distance of the southern vehicle use area to
the east property line. A portion of the vehicle use area appears to
be within the required ten (10) foot perimeter landscape area.
Please label the perimeter landscape areas adjacent to the vehicle
use areas.
6. Please include an internal traffic circulation plan.
7. The site is adjacent to residential zoning on the east property line
and therefore requires an in illumination plan showing light deflector
details. Lighting levels may not exceed 0.2 footcandles along the
east property line.
8. Please provide an elevation of the dumpster screening device along
with the gate detail.
9. Please correct the building square footage discrepancy between the
site plan and landscape plan.
10. Please provide the quantity of trees and shrubs within the
landscape site data table.
11. If a monument sign is planned for the site, please include the
location, dimensioned from the nearest property line and an
elevation. The minimum setback distance is ten (10) feet from the
property line.
12. Please provide a typical parking space dimension of 9'xl8'. The
note on sheet -4 refers to parking space depth of 1 7.5 -feet. Please
correct the minimum depth to 18 -feet.
13. Please label all revised sheets as, sheet 1 of 2, etc.
14. Please provide an irrigation plan.
15. Please add the following note to the site plan: All requirements of
the Grapevine Soil Erosion Control Ordinance shall be met during
the time period of construction.
The above comments must be reflected in the revised submittal,
which upon review, can be administratively approved. Please submit
the revised documents to the Department of Development Services at 200
South Main Street.
The revised submittal shall include:
four (4) folded blackine copies of each sheet, (minimum size 22" x 34")
If you have any questions please contact Albert L. Triplett, Jr. at (817) 410-3155.
HP OfficeJet K Series K80
Personal Printer/Fax/Copier/Scanner
D-= Time !yDg IdentifiWiQn
Log for
8174103018
Aug 27 2007 9:08pm
b F , . I W.
Aug 27 9:08pm Fax Sent 98178580036 0:44 2 OK
SP07-1 0
HUGHES-MERLOT
OCTOBER 9,2007
1501 HUGHES ROAD
OFFICE BUILDING LOT 3R2, BLOCK 2, DELANEY VINEYARDS PHASE 11
HUGHES-MERLOT OFFICE — 1501 HUGHES ROAD
FOLLOW-UP COMMENTS TO THE 09-21-07 REVISION
1 (6) A traffic circulation plan are directional arrows placed on the site
plan indicating the direction of traffic flow within the site.
2. (7) Please indicate the foot candle requirement adjacent to the east
property line. Please place note -17 found on sheet 5/14, to sheet
4/14 in the general notes section.
3. (12) Please revise the width of the handicapped parking spaces to
nine feet and the access isle(s) for vans to eight feet and for other
vehicles to five feet.
The above comments must be reflected in the revised submittal,
which upon review, can be administratively approved. Please submit
the revised documents to the Department of Development Services at 200
South Main Street.
The revised submittal shall include:
four (4) folded blackine copies of each sheet, (minimum size 22" x 34")
If you have any questions please contact Albert L. Triplett, Jr. at (817) 410-3155.
HP OfficeJet K Series K80
Personal Printer/Fax/Copier/Scanner
Last Transactio
Date Time TVe Identification
Log for
DEVELOPMENT SERVICES
8174103018
Oct 09 2007 9:15am
Duratio Pa s Result
Z -Q -
Oct 9 9:14am Fax Sent 98178580036 0:31 1 OK
September 24, 2007
Mr. Albert L. Triplett, Jr.
City of Grapevine
Department of Development Services
200 South Main Street
Grapevine, Texas 76099
RE: Site Plan Submittal — Review Comments
Hughes-Merlot Office — 1501 Hughes Road
Lot 3R2, Block 2, Delaney Vineyards Phase 11
Case Number: SP07-10
InTEC Project No.: D073001
Dear Mr. Triplett,
Attached are the revised plans for the Site Plan Submittal of the referenced project per your comments
dated August 27, 2007 and Mr. Scott Dyer's comments dated September 5, 2007. We have addressed
both comments as follows:
1. Please add thefollowing information to the title block of the revised site plan:
Case Number — SP07-10
Address — 1501 Hughes Road
We have revised the plans accordingly.
2. Please dimension the distance of theproposed building to the north property line and alsofrom
the southeast corner of the building to the eastproperty line.
We have dimensioned the building accordingly.
3. Please add a site data chart to the site plan showing the amount required and provided. height
in stories andfeet, percentage masonry, total building area, total lot area, floor area ratio, total
impervious area (building andpaved area), and total open space (landscaped area).
We have added this chart to the site plan.
4. Please provide landscape calculations in a chart showing the following: interior landscaping
calculations, perimeter landscaping calculations and non -vehicular landscaping calculations
per the landscaping regulations of Section 53 of the Zoning Ordinance.
We have added this chart to the site plan.
350 E. Glade Road - Euless, Texas 76039 - (817) 858-0870 - fax (817) 858-0036 - www.intee-geotech.com
Austin Houston San Antonio Denver
(512) 252-1218 (281) 371-3330 �210) 525-9033 (303) 463-9317
fax (512) 252-1219 fax (281) 371-3334 fax (210) 525-9032 fax (303) 463-9321
Mr. Albert L. Triplett, Jr. Page 2
Hughes-Merlot Office — 1501 Hughes Road — Site Plan Review Comments (SP07- 10)
September 24, 2007
5. Please dimension the distance of the southern vehicle use area to the east property line. A
portion of the vehicle use area appears to be within the required ten (10) foot perimeter
landscape area. Please label theperimeter landscape areas adjacent to the vehicle use areas..
We have added this dimension to the plans.
6. Please include an internal traffic circulation plan.
We do not understand what you are asking for. Could you describe what this drawing is?
7. The site is adjacent to residential zoning on the east property line and therefore requires an
illumination plan showing light deflector details. Lighting levels may not exceed 0.2 foot
candles along the eastproperty line.
All lighting will be located on the west face of the building and will be wall -pack lights. There
will not be any parking lot lighting. We have noted the foot-candle requirement on the drawing.
8. Please provide an elevation of the dumpster screening device along with the gate detail
We have included a masonry screening wall detail with the plans.
9. Please correct the building square footage discrepancy between the site plan and landscape
plan.
The square footage has been corrected.
10. Please provide the quantities of trees and shrubs within the landscape site data table..
The number of trees and length of shrubs have been included in the landscape chart.
11. If a monument sign is plannedfor the site, please include the location, dimensionedfrom the
nearest property line and an elevation. The minimum setback distance is ten (IO)feetfrom the
property line.
A monument sign is not planned at this time.
12. Please provide a typical parking space dimension of 9'x]8. The note on sheet -4 refers to
parking space depth of I 7.5 -feet. Please correct the minimum depth of 18 -feet.
This has been corrected in the plans.
13. Please label all revised sheets as sheet I of 2, etc.
The sheets have been re -labeled accordingly.
14. Please provide an irrigation plan.
An irrigation plan could not be completed at the time of this submittal, but will be included with
the next submittal.
15. Please add the following note to the site plan. All requirements of the Grapevine Soil Erosion
Control Ordinance shall be met during the time period of construction.
This note has been added to the plans.
InTEC Project No.: D073001
Mr. Albert L. Triplett, Jr. Page 3
Hughes-Merlot Office — 1501 Hughes Road — Site Plan Review Comments (SP07-10)
September 24, 2007
ENGLNEERLNG RE VIEW COMMENTS:
Staff Comments:
1. All private structures, utility services, retaining walls, driveways, etc. will need to be reviewed
and approved by the City's Building Department.
We are aware of this requirement.
2. An approved site plan will need to be provided tofollow thefiled copy of the Final Plat
We are aware of this requirement.
3. Include all standard City of Grapevine Public Works detail sheets.
We will include the standard details with the Civil Construction Plans. We will submit these
plans directly to the Engineering Department after we receive Site Plan approvals.
4. Provide city benchmark referencefor vertical control ofproposed work.
We have contacted the surveyor for the benchmark.
Cover Sheet, Final Plat & Site Plan:
5. Provide a filed copy of the final plat and the approved site plan. Provide utility company
contacts on the cover sheet.
A copy of the filed plat has been included with this submittal. Utility company contacts have
been added to the cover sheet.
6. Contact Cristin Turner in this officefor any plat modifications, etc.
The plat will not be modified.
7. Do not include sheets A-] thru A-3 or IS-] in the civilplan set.
These sheets were included as a part of the Site Plan submittal and will not be included in the
Civil set. We have differentiated the set of plans to ease confusion.
Sheet #4 — Pavinz & DC Plan:
8. 2'concreteflume doesn't appear to be needed. See Sheet #6 note below.
It was our Client's desire to limit the amount of storm sewer at the site, which is why the concrete
flume was added originally. Per these comments, we have revised our plan accordingly.
Sheet #5 — Gradink Plan:
9. See Sheet #6 notes regarding drainage areas, etc. Then modify Grading Plan to match
accordingly.
We have revised the grades accordingly.
10. Utilize the southerly 18"RCPIDrop Inlet on lite adjacent property west..
We have revised the plans accordingly.
InTEC Project No.: D073001
Mr. Albert L. Triplett, Jr. Page 4
Hughes-Merlot Office — 1501 Hughes Road — Site Plan Review Comments (SP07- 10)
September 24, 2007
11. Proposed building elevations shown 0.5' above proposed swale 10' along east side of building.
FF is shown to be 0.25' to 2.5' below spot grades. Provide detail how this will work.
Due to an agreement between our Client and the adjacent property owner, all grades and finished
floor elevations, and drainage areas were already prescribed. Per these comments, we revised the
grading along the east side of the building to drain toward the proposed drop inlet.
Sheet #6 — Drainaae Area Map
12. Roofplan shows runoff to the east side of the building, not west as shown. Modify drainage
area accordingly.
This plan has been revised to reflect all grading revisions.
13. Utilize the southerly 18 " RCPIDrop Inlet on the adjacent property west to collect the drainage
from the parking lot west of the proposed building and construct curb inlet to drain parking lot.
Modify drainage areas accordingly.
The plan has been modified.
14. 2'concreteflume should not be needed when parking area west of building is re -graded toflow
to the modified drainage area and curb inlet.
Due to an agreement between our Client and the adjacent property owner, all grades, finished
floor elevations and drainage areas were already prescribed. Per these comments, we eliminated
the concrete flume and added an inlet.
15. Provide offsite Qs for areas east ofA2 and BL
Offsite flows have been added to the plan.
Sheet# 7 - Utility Plan
16. Modify the 5' CI and Line ST -1 to connect to the adjacent southerly RCP stub.
We have revised the plan accordingly.
17. Provide rim elevation ofproposed SSMH,
The plan has been modified accordingly.
18. Eliminate conn 18"RCP to exist 30"RCP * Sta 10+00.
The plan has been modified accordingly.
19. Provide detail ofproposed 'Y' inlet (existing ground, proposed grades, top of inlet, inlet throat
elevation, etc.)
We have changed this inlet to a standard drop inlet. Standard detail sheet will be used for this
inlet.
20. Water services under Hughes Road shall be shown as bore instead of open cut.
We have noted this on the plans.
Sheet #9 - Erosion Control Plan
21. Modify word "Sandbag" in CI Protection drawing and notes to the use of Gravel sacks.
We have revised the plan accordingly.
hiTEC Project No.: D073001
Mr. Albert L. Triplett, Jr. Page 5
Hughes-Merlot Office — 1501 Hughes Road — Site Plan Review Comments (SP07-10)
September 24, 2007
Miscellaneous Fees:
22. Lot to lot drainage fee is due prior to the issuance of building permits. Feeis$350.001acre.
$350 x 0. 694 acres= $242.90 charged with building permit.
The Developer is aware of this fee.
23. Water and Wastewater Impact Fees are due prior to the issuance of any building permits. Fee
is $3,928. 00 per acrefor water and $2,424. 00 per acre for wastewater. $3,928xO.694+$2,424
x 0.694 = $4,408.29 charged with buildingpermit.
The Developer is aware of these fees.
24. Peripheral Street Fee — Hughes Road is on the City of Grapevine's Thoroughfare plan as a
Type 'F' roadway. The fee for this type of roadway equals $150.98 per linear foot. With
166.84 linear feet of frontage, the developerlowner will be charged $25,189.50 due at
preconstruction/building permit release meeting.
The Developer is aware of this fee.
25. The developerlowner will be charged a 5% Design Review and Construction Inspection Feefor
public water, sanitaty sewer, drainage and paving improvements within public right-of-way or
easements, including any private drainage systems, based on actual construction costs. This
fee id due atpre-construction meeting. Construction Contracts are required to be submitted to
the City of Grapevine to verift construction costs.
The Developer is aware of these requirements and fees.
Miscellaneous Comments
26. The City of Grapevine's Code of Ordinances shall be adhered to. Special attention should be
given to the "Downstream Property Owner's Permission" requirements (Article I, Item 3,
Paragraph 3.2.8 of Appendix E) and "Downstream Structures: Structural Improvements"
requirements (Article I, Item 3, Paragraphs 3.2.9 and 3.2.9.1).
27. "As Built" Construction Plans — The developer's engineer must submit as -built drawings in
hard copy and digitalformat prior to the Final Acceptance of the development Onesetofas-
built blue lines are required to be submitted in 24 "x36 "format. In addition, digital copies of
the as-builtfiles are required in pilfformat asfollows:
• As -built base file should contain base information for all utility and paving improvements
with a minimum of two lot corners shown for placement into the NAD -83 coordinate
system. Sheet layouts for printing are not necessaryfor submittaL
• Submit pdf file of the as-builts of 300dpi resolution, which shows the as-builts as
configured on each drawing sheet (format should be image -only with no embedded text).
Detail sheets are not required to be submitted in imageformat.
All digitalfiles should be submitted on CD.
We are aware of these requirements.
InTEC Project No.: D073001
Mr. Albert L. Triplett, Jr. Page 6
Hughes-Merlot Office — 1501 Hughes Road — Site Plan Review Comments (SP07-10)
September 24, 2007
28. The City's Tree Preservation Ordinance is strictly enforced See Scott Williams, City Building
Official, if you have any questions prior to starting excavation on this site. Trees illegally
removed shall be replaced at the owner's expense with a I to I replacement ratio (i.e., caliper
of tree).
The Developer is aware of this requirement. There are no existing trees on the site.
Thank you for your timely review of our plans. Please forward any additional comments or questions you
may have.
Respectfully submitted,
Integrated Testing and Engineering Company of DFW Metro, LLC
k' 0'4'�
Katryne A. Gallant, P.E.
Civil Design Manager
kg
Attachments
InTEC Project No.: D073001
1 0 T
October 91 2007
Mr. Albert L. Triplett, Jr.
City of Grapevine
Department of Development Services
200 South Main Street
Grapevine, Texas 76099
RE: Site Plan Submittal — 2 nd Review Comments
Hughes-Merlot Office — 1501 Hughes Road
Lot 3R2, Block 2, Delaney Vineyards Phase 11
Case Number: SP07-10
InTEC Project No.: D073001
Dear Mr. Triplett,
Attached are the revised plans for the Site Plan Submittal of the referenced project per your response to
our comments dated October 9, 2007. We have addressed your responses as follows:
(6) A traffic circulation plan are directional arrows place on the site plan indicating the
direction of trafficflow within the site.
We have added directional arrows to the site plan as requested.
2. (7) Please indicate thefoot candle requirement adjacent to the eastproperty line. Pleaseplace
note-] 7found on sheet 5114, to sheet 4114 in the general notes section.
We have added this note to the site plan as requested.
3. (12) Please revise the width of the handicapped parking spaces to nine feet and the access
aisle(s)Jor vans to eightfeet andfor other vehicles tofivefeet.
We have revised the accessible spaces and aisles accordingly.
Thank you for your timely review of our plans. Please forward any additional comments or questions you
may have.
Respectfully submitted,
Integrated Testing and Engineering Company of DFW Metro, LLC
�e ACkG*allant, P.E.
Civil Design Manager
kg
Attachments
350 E. Glade Road - Euless, Texas 76039 - (817) 858-0870 - fax (817) 858-0036 - www.intec-geotech.com
Austin
Houston
San Antonio
Denver
(512) 252-1218
(281) 371-3330
(210) 525-9033
(303) 463-9317
fax (512) 252-1219
fax (281) 371-3334
fax (210) 525-9032
fax (303) 463-9321
T —E 'J\Z0'k — S
November 30, 2007
InTEC of DFW Metro
Katryne Gallant
350 E Glade Rd
Euless, TX 76039
Re: Case No. SP07-1 0 - Lot 3R2, Block 2, Delaney Vineyards Phase I I
Dear Ms. Gallant,
This letter is to verify that your Site Plan Review application SP07-1 0, located at 1501 Hughes
Road and platted as Lot 3R2, Block 2, Delaney Vineyards Phase 11 was approved November
28,2007.
Please find enclosed an approved site plan set for your records. I have forwarded two approved
sets to the Building Inspection Division.
No site plan approval shall be valid for a period longer than one (1) year from the date such
approval is issued, unless a building permit is issued and construction is actually begun within
that period, and is thereafter diligently pursued to completion or an occupancy permit is obtained
and a use commenced within that period. Approval of an application does not authorize any
work in conflict with any Codes or Ordinances of the City of Grapevine
Any changes to a site plan approved with a conditional use or a special use can only be
approved by city council through the public hearing process.
If you have any questions relative to your building permit, please contact the Plans Examiner, at
(817)410-3165. If you have any further questions regarding your site plan approval, please feel
free to contact me at (817) 410-3155.
Sincerely,
6Z��X
Susan Batte
Planning Technician
DEVELOPMENT SERVICES DEPARTMENT
The City of Grapevine 9 P 0 Box 95104 Grapevine, Texas 76099 * (817) 410-3154
Fax (817) 410-3018 www.ci.grapevine.tx.us
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RECORC,zED 1r;Ik;1_1 eviolurne and Page of the Narned Records
-Tex,
of Tarratt! jn�,y, -is as siampced hereon by me.
10
COUNTY CLERK
T ARRANT COUNT Y. TEXAS
A
AW PROVIIISIN HMMI W40 REM'
Tw SALE, RENTAL OR U,�E OF THt
DESS082FI) REA11 PROPEqlry �) E 'j A
GF3 U LOfi 08 HAGE 1811NMIRM,
, 0 Aki_
UNW FEM& LAW,
CD
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M -CO
CO
PLANNING & ZONING COMMISSION:
Date 2-
Secretary:_14��_
GRAPEVINE CITY COUNCIL:
Dat.
Mayor
City secretc'Ty�
0 2 3 10 9 9
OWNERS CERTIFICATE
STATE OF TEXAS
COUNTY OF TARRANT
WHEREAS, EAGLE UNLIMITED, LTD, IS THE OWNER OF A _07 RE OF LAND THE
J.R. DOSS SURVEY, ABSTRACT NO� 440, SITUW IN THE OF CRAP E, TARRANj COUNTY,
TEXAS AND BEING A PORTION OF A TRACT_ig� D� D AS DES ISED IN DEE ECORDED VOLUME
10852, PAGE :2069, DEED RECORDS, IMANT C I TY, TEXAS ND BEINGRKN N AS 3,
0
PH _X AN UN
BLOCK 2, DELANEY viNEYARD'% 1, A ADDIT TO THE OF G Ap E. TAR COUNTY,
PLA
TE ACCORDING To THE PLAT ORDED IN C A, SILI 1 7593, LAT CORDS, T -RANT
Cnfy, TEXAS AND BEING MORE P CULARLY AS WS:
BEGINNING AT A CAPPED IRON PIN SET THE SOUTH L OF HUG S ROAD FOR NORTH - T
CORNER OF TR4�W
�MRX QBED, SAI DINT ALSO 8 THE N T WEST CORNE OF LOT
L r
BLOCK 4, abW W GLEN TWO 8, ADDITION TO E CITY - GRAPEVINE TA- NT COU
�HE PLAT ORDED LUME 388- 2, PAC 33, PLAT
VO RkOR , TARRAN
TEXAS, A ORDING TO 147HCP
Coul
THE -I, t�uvlm v/ DEGREE! S 36 ECONDS WEST FEET ONG THE W LINE
3 15 S 36
OF BLOCK 4, SHADOW GLEN -�MIPNH - TWO TO A CAPPED IRON PIN S FOR TH THEAST
CDR R OF T CT CRIBED, SAID INT 0 BEING THE NORTHEAST NE F LOT 2R.
SAID BLOCK , D L, NEY Vi RDS, PHASE .
T ENCE SOUT 89 DEGREE 33 MINUTES SECON WEST 350.89 FEET ONG THE NORTH LINE
OF AID LOT 2R, LOCK 2. DE EY VINEYARD PHASE TO A CAPPED] , PIN SET IN THE EAST
R 0 F LOT AVENUE R THE NOR EST CO OF SAID 2R, BLOCK 2, DELANEY
DS, PHASE ANDTHE So WEST CORN R OF TRACT RIBED;
UNE 0
MN 0
THO E NORTH 06 GREES 55 NUTES 44 ONDS EAST 31,65 FEET AND CONTINUING ALONG
4 D FO
SAID R. �W TO A 1/2 ON Pil' FO D FOR THE EGINNING OF A CURVE TO THE LEFT WITH A RADIUS
F 117 , 9 FEET;
THENC NORTHEASTER G D R.O.W. AN CURVE TO THE LEFT 146.88 FEET TO A 1/2- IRON
Pill FOUND R THEEND OF CURVE, WHOS CHORD SEARS 146.78 FEET NORTH 03 DEGREES
2 NUTES , SECONDS
CE NOR 44 DEGREES 50 MINUTES 2 SECONDS EAST 28.42 FEET TO A CAPPED IRON PIN
SET IN E SO O.W. LINE OF SAID HU S ROAD FOR CORNER OF TRACT BEING DESCRIBED;
iHEN NO GREES 33 MIN 7 SECONDS EAST 343.70 FEET ALONG THE SOUTH R.O.W.
LINE OF ES T T OF BEGINNING AND CONTAINING 1.607 ACRES OF LAND,
MORE OR SS
NOW, THEREFORE T)OF'WI ALLDI*13EIN BY THESE PRESENTS, EAGLE UNLIMITED, LTD, DOES HEREBY ADOPT
THIS PLAT OF LO S I �N ;Z2, BLOCK 2, DELANEY VINEYARDS, PHASE If, AN ADDITION
-HE PU LC
TO TH& CITY OF G KVINE, TARRANT COUNTY, TEXAS AND DOES HEREBY DEDICATE TO T a I
FO%WES RIG NOF -WAY AND EASEMENT SHOWN HEREON. THE EASEMENTS SHOWN HEREON ARE
R THE
REBY W_ ERVED rof (E PURPOSES AS INDICATED. THE UTILITY EASEMENTS SHALL BE OPEN FOR
C 15
ALL CITYAli FRAN H 3 PUBLIC UTILITIES FOR EACH PARTICULAR USE. THE MAINTENANCE OF
PAVI N THE EASEMEY ARE THE RESPONSIBILITY OF THE PROPERTY OWNER. NO BUILDINGS OR
, HA
AUXI RY STRUCTUXE-S) HALL BE CONSTRUCTED, RECONSTRUCTED, OR PLACED UPON, OVER, OR
SEM z
CRO THE EASEM S AS SHOWN, SAID EASEMENTS BEING HEREBY RESERVED FOR THE MUTUAL USE
C�
MMID I
D AC )Dj OF ALL PUBLIC UTILITIES USING, OR DESIRING TO USE SAME, ANY CITY OR
ITY SW
F NCHII ITY SHALL HAVE THE FULL RIGHT TO REMOVE AND KEEP REMOVED ALL OR PARTS
0 0 ANY F CES, TREES� SHRUBS, OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY
E DANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF ITS
SPECTIVE SYSTEM ON THE EASEMENTS AND ALL CITY OR FRANCHISED UTILITIES SHALL AT ALL
MES HAVE THE FULL RIGHT OF INGRESS AND EGRESS TO AND FROM AND UPON SAID EASEMENTS
FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINiNG,
AND ADDING TO OR RFMOVING ALL OR PARTS OF ITS RESPECTIVE SYSTEM WITHOUT THE NECESSITY
AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE,
THIS P�AT APPROVED SUBJECT TO ALL PLATTING ORDINANCES, RULES, REGULATIONS, AND
RESOLUTIONS OF THE CITY OF GRAPEVINE, TEXAS
Wn7NESS MY HAND THIS E_ DAY OF --0-4*--, 2002
GlJY HATC
PRESIDENT, HATCHER ENTERPRISES LLC, G.P.
STATE OF TEXAS
COUNTY OF TARRANT
BEFORE ME, UNDERSIGNED NOTARY PU91UC IN AND FOR SAID COUNTY AND STATE, ON THIS DAY
PERSONALLY APPEARFO GUY HATCHER, KNOWN TO BE THE PERSON WHOSE NAME IS SUBSCRIBED
TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE
PURPOSES AND CONSIDERATIONS THEREIN EXPRESSEU�
GIVE" UpND"Y` 9S DAY OF_0_f_W1r7 2002
NOTARY p I
My COM SSIO
MY COMMSSION WI-REt,
4�-
E AN'
-.1k, T-
G ur GERAPEVINE
P,,4R 0 V E
-0 .----OF
AF'P1-3,C)VZ-"-1_ DOE -S 1\10T AUTHO.-
311�
fA 1,il W(_ -;1",r IN CONRUCT
vf,v 1� -1 All","'," C I'D D IE- 5 0 R R.
D1 N
P
_11 b
_61,1TE", OF
EN"
L"I'... ELOPME I
FINAL PLAT PIE -R. -N,1111-1- R0T\/ALDATF.__,
OF
L 0 TS 3R I A_1VD 3R2
BLOCK 2
'ELA /VE_r
VINE YA R S
P, I fA S E Ir I
AN ADDITION TO THE CITY OF GRAPEVINE,
TARRANT COUNTY, TEXAS
BEING A REPLAT OF LOT 3, BLOCK 2, DELANEY VINEYARDS, PHASE 11, AN
ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS, ACCORDING TO THE
PLAT RFCORDED IN CABINET A, SLIDE 7593, PLAT RECORDS, TARRANT COUNTY, TEXAS
ZONING P.O.
2 LOTS — 1.607 ACRES
SEPTEMBER 2002
CHARLES B. HOOKS JR.. OF LOYD BRANSOM SURVEYORS, INC. A
REGISTERED PROFESSIONAL LAND SURVEYOR OF THE STATE OF TEXAS,
DO HERE91' DECLARE THAT I PREPARED THIS PLAT FROM AN ACTUAL
AMC ACCURATE SURVEY ON THE LAND AND THAT THE CORNER MONUMENTS
SHOWN THEREON WERE PROPERLY PLACED UNDER MY PERSONAL
A SUPERVISION IN ACCORDANCE WITH THE PLATTING RULES AND
R@�LILATIONS OF THE STATE OF TEXAS AND THE CITY OF GRAPEVINE.
4 kLr4s
ILL-- 05-09-02
- --k S
�ii�,LES H6�K , JR_ #394
0 SA, LOYD BRANSOM SURVEYORS, INC.
Su
THIS PLAT FILED IN CAB. �_, SLIDE 7-111, DATE
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BLOCK 2, LOT 3R2
PROPOSED USE GENERAL OM� iCE (100%)
TOTAL ACREAGE 0.697 AC
TOTAL AREA (SF) 30,362 SF
PROPOSED BLDG FOOTP
G
ADJACENT LOTS ZONIN —USE
IRTH PCD OFFICE/CoMMERCIAL
R-7.,5 - RESIDENTIAL
D - GENERAL OFFICE
PO - GENERAL O�MCE
REQUIREMENTS
W�l �4111 �,*V
3600 PSI REINFORCED
PAVEMENT W/ 6- UME
HEIGHT �� (STORIES)
H0GHT (FEET)
NW 1 -STORY:,
FLOOR AREA RATIO
3600 PSI REINFORCED
PAVEMENT W/ 6- LIME
% MASONRY
CONST 4"
TOTAL �MPERVIOUS AREA
SIDEWALK
X IMPIERMOUS COVERAGE
TOTAL 'PEN SPACE
0
7. OPEN, SPACE COVERA3E
LEGEND
CONST 6" INTEGRAL CURB
PROPOSED 24' FIRE LANE
S7 E PLAN
CITY OF GRAPEkPINE
I
p
0 VE
OF_
D ,-,S C) T M( J H 0
1 r
T ""o.
OR -
c "VELOPMENT
PROPOSED GRASS (SEE LANDSCA
PLAN FOR DETAILS) I
CONST 5"
CONCRETE
3600 PSI REINFORCED
PAVEMENT W/ 6- UME
TREATED COMPACTED SUBGRADE
CONST 6"
CONCRETE
3600 PSI REINFORCED
PAVEMENT W/ 6- LIME
TREATED COMPACTED SUBGRADE
CONST 4"
3000 PSI CONCRETE
SIDEWALK
S7 E PLAN
CITY OF GRAPEkPINE
I
p
0 VE
OF_
D ,-,S C) T M( J H 0
1 r
T ""o.
OR -
c "VELOPMENT
PROPOSED GRASS (SEE LANDSCA
PLAN FOR DETAILS) I
LA
F
C
C
C,
N OTE:
ALL DIMENSION'S ARE
TO
FACE OF
CURB
AND TO OUTSIDE FACE
OF
BUILDING.
E E - E E - E - E -- E E E - E - E - E E -- E --- E ---- E -- E
EX FH
CONST DRIVEWAY PER CITY OF
GRAPEVINE STANDARDS. MATCH
EXIST ASPHALT PVMT. PATCH
ASPHALT AS NECESSARY.
A
Uc IT t 1 �/�, S
(VARIABLE WIDTIH R.O.W.)
EX STORM DRAIN
TO_P=_�_92.38
EL_EX_3j6_:RCP_=_`,8_9.'1 4
_7 7:
EX VERIZON BOX FL EX 24"RCP=586.00
TEL TEL -- TEL --- TEL --- TEL -,-L - TEL (FL ELEV PER PLAN)
PAVING GENERAL NOTES
1. All material and workmanship shall conform: to, the City of Grapevine Standards and Specifications and to the
Standard Specifications for Public Works Construction for North Central Texas, latest edition and the City of
Grapevine addendum theristo�.
2. The paving contractor shall be responsible for the adjustment of water and sanitary sewer appurtenances in
accordance with the standard details and specifications of 'the City of Grapevine.
3. The subgrade shall be in.. a moist condition at the time pavement is deposited thereon.
4. Dummy joints for concrete pavement should be formed by one of the following methods: sawed,
hand—formed or formed by premolded filler. Joint :depth should be equal to one—fourth (1/4) of the slab
thickness. Hand formed! joints should have a maximum edge radius of one—fourth (1/4) inch. Sawing of joints
should begin as soon as the concrete has hardened sufficiently to permit sawing without excessive raveling. All
joints should be completed before uncontrolled shrinkage cracking occurs. Joints should be continuous across
the slab uniess interrupted ::by full—depth premolded Mnt filter and should extend completely through the curb.
All joint openings shall be cleaned and sealed before opening paved area to traffic.
Joint spacing
Expansion joints 90' max
Sawed Joints 15' for all pavement
Construction Joints Located at sawed joints or expansion joints.
5. Expansion joints or isolation joints shall be !used to Isolate fixed objects abutting or within the paved
concrete area. They should contain premolded joint filler for the full depth of the slab.
6. All dimensions are to face of curb and to outside face of building, unless otherwise noted.
7. All concrete shall be Class "C" concrete and have a min. compressive strength of 3600 psi, except as
noted, at 28 days, and a minimum of 4 to 6% air entrained, unless otherwise noted.
8. Contractor shall obtain and pay for all permits required.
,9. Contractor shall dispose of surplus dirt, debris, etc., legally offsite. All work areas shall be cleaned up at
the completion of the, work.
10. Surface finishing shall be skid resistant. A liquid curing compound shall be uniformly sprayed on the
,concrete immediately after the finishing operation.
11. Contractor shall provide all safety devices for the protection of the public.
12. All panking stalls shall be 18' deep and marked by a 4" wide painted white stripe as indicated on the
drawings.
13. The us.- of fly ash in concrete will not be allowed, unless permitted by the Owner.
14. Concrele pavement and structures shall be bockfilled as soon as possible after forms are removed.
15. Fire lones !shall be marked by six (6) inch wide lines usin red traffic paint, with the wording "No Parking"
and "Fire Lcne" pointed on the lines at intervals of fifteen (1 53 feet and lettering will be four (4) inches high
and one (1) inch wide pointed with white traffic point or as required by the City.
6,.r,i
16. All , te electrical conductors associated with new construction shall be located underground.
17. Proposed building shall be illuminated with the minimum standard wall packs (1C Rated, 175 watts). No
wall packs 011 be constructed on the east side :of the building facing the residential property. Lighting levels
will not exceed 0,2 footcandles along the east property line.
'18, All requirements fo the Grapevine Soil Erosion Control Ordinance shall be met during the time period of
construction,
1;;2w
CONST VINTEGRAL CURB
PROPOSED 24' FIRE LANE
CO�NST 5" 3600 PSI REINFORCED CONCRETE
PAVEMENT W/ 6- LIME TREATED COMPACTED
SUBGRADE
CONST 6" 3600 PSI REINFORCED CONCRETE
PAVEMENT W/ 6- LIME TREATED COMPACTED!
SUBGRADE
CONST 4" 3000 PSI CONCRETE SIDEWALK
PROPOSED GRASS (SEE LANDSCAPE PLAN
C)
FOR DETAILSj
0 20 40 60
SCALE: 1"=20'
SUE PLAN
C'rr'Y OF GRAPEVINE
A, P"P11Rr1`_1
VED
OF!)5�,57
APPROVA'
10T AUTH0-
R,101", AN",xil WC
J -T
00M ICT
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I ANY C'ODES 013L
L)IINANI-"S
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THE LOCATIONS OF EXISTING UTILITIES ARE
APPROXIMATE AND ARE BASED ON PUBLIC
RECORDS. CONTRACTOR IS RESPONSIBLE
FOR CONFIRMING THE LOCATION AND
ELEVATION OF ALL UTILITIES PRIOR TO
CONSTRUCTION.
FF'"I CAUTIONI I I I
lu
EXISTING I NDERGROUND CABLE IN THIS AREA.
CONTACT LOCAL UTILITY COMPANIES AT LEAST 48
HOURS PRIOR TO CONSTRUCTION TO LOCATE.
L CALL I-800—DIG—TEST. Ij
E ---- E — E -- E ---- E ---- E — E E --- E E — E --- E -- E E E E ---- E — E E — E -- F
-(D-EX FH
W W W W w w w w w w -N — w w —. W — W -- W
-- - ---------------- //-7-----
IF
rlu G� R, 0� A, I
(VARIABLE WIDTH R.O.W.) EX STORM DRAIN
584.64 �.25:
92-38
85.7� 586.69 1 58&00 /'1 F7v
14
E>�_VERIZON 130�
t—L TEL Ta 1EL T FL E� 24"RCP.--58,5,00
E �TEiL T - EL TEL
—ju (FL ELEV PER P1 AN)
�X VERI Z ON
EX SBC VAULT VAULT
�Tlla '�4T�Ss 97-69 SS SS
TEL- TEL TFL
F L TEL T�k SS
_1c1G
A-7
172""'I,RF N 2 3 T - ---'E 16 4 1 2" IRF
10' 0,,E'! 586..'�3G
L4
.30
EX DROP INLET 58 588.,35TC
TOP=581,92
F -L=578 75 11587.85G
2 5'
L
;JI!,
�86.50TC
589.17TC
586.00G
588.67G
589.25
CD
EX DROP INLET
TOP=582�88
FL578�95
Z
—587.25
686.75G
PROP BLDG
%Aj
Ln
CD
4949' SF
FF=589.75
_777-
007
F__
0
Oil
ZZ
y
586.50TCc,
11,
i
�B.BOTC
1588.80TC
1589.79]
586. , f[
0 6G
—
5B7, TC
I
588.30G
L
G
_j I
5�89�.67TC
r'n'
589A 7G
Ln
Q0
0� . QD
(3) 0
�D
_j 00 a -
LO CD n
_j*
C-)
0
co
589.67T
589
584.1 TC 1� 1 589.17
583. G I
589.�_OTC
588.80 B9.
[5138, BOG
1588.30
589.00TC
1585.00TC I
584.50G 1588.5OG
589.25TC
588.75G
584.17TC
583.73G LO
% LO
to
1 /2' IRF
- Ail
585.5,OTC 1 /2" IRF
S 89' 313 7 W 140.o8, 589-25TC
585.00G 588.75G
NOTE: SOME PROPOSED ADES �MAY BE
HIGHER THAN FINISHED FLOOR; ELEVATIONS.
SEE ARCH/STRUC PLANS FOR :P�ROVISIONS
TO PROTECT BLDG FROM GRO::LINDWATER.
..........
SURVEY (JOB NO. 7031N17, DATED
3/21/07) WAS PREPARED BY ALS
LAND, SURVEYING AND PROVIDED BY THE
OWNER FOR THIS PROJECT.
BEARING CONTROL BASED ON CITY OF
GRAPEMNE DATA FOR NAD -83 TEXAS STATE
PLANE COORDINATES.
LEGEND
InTEC of DFW Metro
EXIST CONTOUR 350 E Glade Road
I n:T::E: JC Eulms, Texas 76039
817-858-0870 Fox 817-855-0038
610 PROPOSED CONTOUR
OF
'rry
\608.20 PILAN
0*0.
EXISTING SPOT ELEVATION OF GRAP�V ......... 0099000060%06 0
KATRYNE A. GALLANT%
A live
'4- A 89284
V�
V,
Op
J
I � 1 IS' some
PROPOSED SPOT ELEVATION 11:� -
V
j 0
0A
PROPOSED VALLEY GUTTER
SHEET NO.
ABBREVIATIONS: V'E opv�'v
TC — TOP OF CURB ELEVATION
G = GUTTER ELEVATION
GR — GROUND ELEVATION 6
OF 14
GRADING PLAN
OMCE BUILDING AT 1501 HUGHES ROAD
DELANEY VINEYARDS LBLK 2. LOT 3R2)
MIF CONSTRUC11ON MANAGEMENT
C1W OF GRAPEMNE, TEXAS
DESIGN DRAWN DATE SCALE NOTES FILE NO.
D07 3100
InTEC InTEC 04/07 1 m=20' GRADING
............. ...........
PAVING DETAILS EROSION CONTROL DETAILS
FULL DEPTI
6" 3600 PSI CONCRETE W/ SAWCUT ,-EX ASPHALT PAVEMENT
#3 BARS 0 18" O.C.E.W. AND
CA MIN OF 4-6% AIR ENTRAINED 6 -
PROPOSED CONCRETE
PAVEMENT 71 3/8"R 1: 3 BATTER
4' MIN STEEL OR WOOD POSTS SPACED AT 6' TO 8'. WIRE MESH
3 R I- I /2"R SOFTWOOD POSTS SHALL BE 3" MIN DIA OR NOMINAL 2"W. BETWEEN POST &
HARDWOOD POSTS SHALL HAVE A MIN CROSS-SECTION OF 1.5"xl.5". FABRIC (TYP)
CONNECT THEE ENDS OF SUCCESSIVE
<
REINFORCEM T SHEETS OR ROLLS A
ES V91TIl HOG RINGS
MIN. OF 6 7iME FASTEN FABRIC TO TOP STRAND OF WELDED WIRE MESH SILT FENCE MIN 24"
-1/ R
(W,W,M) BY HOG RINGS OR CORD AT A MAX SPACING OF 15".
ABOVE GROUND
tsn n P<� POST 6' C -C
EXISTING SUBGRADE 3600 PSI CONCRETE W/ FILTER FABRIC
#3 BARS 0 18" O�C.E.W, MIRAFISILT FENCE OR
LIME OR CEMENT STABILIZED BASE COMPACTED PROPOSED SUBGRADE
16TO 95% STANDARD PROCTOR DENSITY (ASTM APPROVED EQUAL
D698) AT -2 TO +3 PERCENTAGE POINTS OF THE ATTACH THE W.W.M & FABRIC ON END POSTS USING 4
MATERIAL'S OPTIMUM MOISTURE CONTENT EVENLY SPACED STAPLES FOR WOODEN POSTS (OR 4
r 2" T -CLIPS OR SEWN VERTICAL POCKETS FOR STEEL POSTS). COMPACTED EARTH
CONCRETE PAVING TYPICAL SEC71ON PAVEMENT CORNECTION DETAIL INTEGRAL CURB DETAIL
GALVINIZED W.W.M. QVIN 12.5 GAUGE)
MAX OPENING SIZE SHALL BE. 2"x4". 90' FLOW
SICALE NJ.& SCALE N.T.& SCALE N.T.S.
WOVEN FILTER
FABRIC
24" NO. 6 SMOOTH DOWEL @ 12" OC
16" DOWEL a MIN.
COATED w/ GREASE
FORMED GROOVE EDGES HOT POURED RUBBER VERTICAL SAWCUT - HOT POURED RUBBER 2" MIN HOT POURED RUBBER
ROUNDED 1/4- RADIUS JOINT SEALING COMPOUND 1/8 TO 3/16- WIDE JOIN SEALING COMPOUND '-JOINT SEALING COMPOUND PLACE 4" TO 6" OF FABRIC AGAINST THE TRENCH SIDE AND NATIVE SOIL
APPROX 2" ACROSS TRENCH BOTTOM IN UPSTREAM
r
41 3/4"71 DIRECTION. MINIMUM TRENCH SIZE SHALL BE 6" SQUARE.
< 4 Ill.
T/4 T/4 BACKFILL AND TAMP.
BAR STOP
I C\l 6B
< T
DOWEL SLEEVE TO FIT
DOWEL AND BE SECURED
<7 < '�-CLOSED END TEMPORARY SEDIMENT CONTROL FENCE SILT FENCE DETAIL (SECTION B—B)
V#3 BARS ON 18- LAP BARS 30" DIA. & TIE -1.25' MIN. CLEARANCE SCALM N.T.& SCALE N.T.&
CENTERS BOTH WAYS NO. 3 BARS ON 18" CNTRS. BOTH WAYS EXPANSION JOINT-/
FILLER
DOWEL SUPPORT SHALL BE A
METHOD APPROVED BY ENGINEER \V
CONSTRUC710N JOINT DETAIL SAWED DUMMY JOINT DETAIL EXPANSION JOINT DETAIL V CURB LINE \V
CONCRETE SCALE NJ.& CONCRETE SCAM N.T.'S. SCALE N.T.& FILTER FASRIC \,v \V UTTER LINE \V SILT FENCE \V
SIDEWALK SID LK
\V
JOINT SPACING \V
\V
GROOVED JOINTS 5' MAX \V
4" 3000 PSI C,
2 VIAX EXPANSION JOINTS 100' MAX AREA INLET 'TT
ST Pil AN
CONCRETE WALK \V
SEE PLAN
\V CrIfY OF GRAPEVINE
fll 111111 \V
\4/ \V
\4/ "IV fi6 D P U)
:1 C 0
\-GROOVE TEXTURES EXTENDING FULL \1 .4 ',\_,
1 /4*' FT. l%V \V
WIDTH & DEPTH OF CURB RAMP W/ L LENGTH OF INLET NV
INTEGRAL COLORED CONCRETE, S H.
PLAN MEW OPENING PLUS 6" WAL DOES INTIC ,)T AUTHO-
(GROOVES MUST BE DETECTABLE EACH END AP kq
UNDERFOOT)(TYP)
H ANV W
RiZE ORK lN CONFI ICT
V
6'-0" —H ANY CODES OR OR.
2" CLR WT
#3 BARS@
3-0,
MIN 2" SAND CUSION 24" O.C.E.W. DINANU 53
6" CURB ,y� =n4*
LE
/lL
i DAI
CURB IN" T PROTECRON ANCHOR POST PLACED AT J T OF
SCALM' N -T.& EVERY CORNER AND ALSO AT PLAN MEW E "ARTIVIEN
6" CURB MIDPOINT BETWEEN CORNERS COMMUNI-P�l DIENELOPME-14T
VARIABLE HEIGHT CURB—) SIDE MEW S I ILTI IF E N C E PE R l -l' t —
(0- TO 6") VARIABLE HEIGHT CURB CONCRETE SIDEWALX T)iPICAL SECT10N alkl h___
(0" TO 6") 1. FRAME TO BE MADE OF A 4 -GAUGE GALVANIZED STEEL 3'X8' SQUARE FOR SECTION ADJACENT AREA INLET
RAMP :DETAIL SCALE N.T.S. TO FACE OF INLET AND 4'X8' SQUARE FOR TOP AND BOTTOM SECTIONS. C
FLOW
SCALE N.T.S. 2. FILTER FABRIC TO BE TS 500 POLYFELT OR EQUAL.
1. ALL WALKS AND RAMPS SHALL COMPLY WITH THE ACCESSIBILITY STANDARDS
ADOPTED BY THE TEXAS DEPARTMENT OF LICENSING (TDLR) AND THE AMERICANS NTH 3. CURB INLET PROTECTOR TO BE MANUFACTURED By TEXAS ENVIRONMENTAL MANAGEMENT, INC. OR
DISABILITIES ACT (ADA). REFER TO THE ADA ACCESSIBILITY GUIDELINES FOR SPECIFIC EQUAL. (EAGINEER TO APPROVE SUBSTITUTE PRIOR TO INSTALLATION.)
INFORMATION REGARDING THESE STANDARDS. 4, ALL SEDIMENTS TO BE REMOVED FROM FABRIC BEFORE AND AFTER ALL RAINFALL EVENTS.
2. CURB RAMPS SHALL NOT EXCEED 1:12 SLOPE. ACCESSIBLE ROUTES SHALL NOT
EXCEED 1:20 SLOPE. ALL TRANS111ONS BETWEEN RAMPS AND WALKS, GUTTERS, OR 5. THE it LET WILL BE SECURED WITH 50 -POUND SANDBAGS PLACED CONTINUOUSLY ALONG THE TOP
STREETS, ETC. SHALL BE FREE OF ABRUPT CHANGES. #3 0 18- MAX. 0 18" MAX. OF THE INILET AND ALONG THE STREET EDGE OF THE FILTER FABRIC. GRAVEL SACKS SHALL BE
3 -#3x5' -S" PLACED 50 AS NOT TO OBSTRUCT THE OPENING. SIDE MEW
3. THE SURFACE TEXTURE OF ALL CURB RAMPS SHALL BE FIRM, STABLE AND 14 -
SLIP -RESISTANT, FOR PURPOSES OF WARNING, THE FULL DEPTH AND WIDTH OF CURB LEH CAP TO BE SECURELY—
RAMPS SHALL HAVE A LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY FASTENED TO COLUMN
CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. ACCEPTABLE TEXTURE 6'
INCLUDES: W/ANCHOR MORTARED __AREA PROMICION
1) TRUNCATED DOMES MEETING THE REQUIREMENTS IN TAS 4.29.2 R. 0. W.
2) GROOVES WITH DIMENSIONS OF 1/4- DEEP , 3/4" WIDE AND 2- APART, SCAM N.T.S.
ARRANGED SO THAT WATER V41LL NOT ACCUMULATE. YMEELSTOP DETAIL
Drain to sediment
a SECURED PRECA InTEC of DFW Metro
4" YELLOW STRIPING SCALE N.T.& CAP S T trapping device
FOR ACCESS AISLE 3W E Glade Road
InTECI Eulem Texas 76039
COLUMN TO EXTEND 817-858-0870 :Fax 817-&58-0036
TWO COURSES ABOm
WHITE ON BLUE FIC WALL, 50' MIN
Ch
GRAPHIC PER ADA
REQUIREMENT3 MORTAR JOINT
eRICK COLUMN OF qj�o
0
M +
BRICK WALL PANEL
1. THE LENGTH OF THE TYPE 1 CONSTRUCTION EXIT SHALL BE AS
0 %
INDICATED ON THE PLANS, BUT :NOT LESS THAN 50'.
12' 0
2 L 3 x 3 x 3/8" 0
GALVANIZED 2. TH E COARSE AGGREGATE SHOULD BE OPEN GRADED NTH A KATRYNE A. GALLANT,00
C SIZE OF 4' TO 8% AV
0 Fjp-__I
12'xl8"xl/16" ALUMINUM
89284 Jotgo,
ACCESSIBLE PARKING SIGN BOLTED 3. THE APPROACH TRANSITIONS SHOULD BE NO STEEPER THAN a 4-Zw
1pj�_ //_ %
VAN TO STEEL TUBE W/ 1/4- CADMIUM 6:1 AND CONSTRUCTED AS DIRECTED BY THE ENGINEER. /CENS"�X,
06
AC 2 PLATED BOLTS W1 NUTS & WASHER COARSE AGGREGATE
SIDEWALK
C 4. THE CONSTRUCTON EXIT FOUNDATION COURSE SHALL BE
0 PAWING
> FLEXIBLE BASE, 5.ITUMIINOUS CONCRETE, PORTLAND CEMENT
0 VERIFY FINE
REQUIREMENTS WITH CITY 5. THE CONSTROCIRON EXIT SHALL BE GRADED TO ALLOW
DRAINAGE TO ASEDIMENT TRAPPING DEVICE.
En
-a Ln
[A NOTE ALL, MASONRY & THE GUIDELINES SHOWN HEREON ARE SUGGESTIONS ONLY AND
ww
_j FENCES SHALL EE SHEET NO.
MAY BE MODIFIE6 BY THE ENGINEER.
__2 1/2- DIA GALVINIZED STEEL _T
Z,- DESJGNEDE3Y A
0 STANDARD PIPE POST DO
0 1
w - - LICENSED ENGINEER,
tn -00
GROUND LINE PLAN MEW 10
-C
Ul I
MZN/
NON -REINFORCED 4" OPENING 4' MIN 50' MIN 4' MIN
CONCRETE FOOTING --------
V
4" CONCRETE PAD A ROACH TRANSITION APPROACH TRANSITION - OF 14
-WHEELSTOP
3/4" EXPANSION JOIN] 18" 0 PIER PAMNG & EROSION CONTROL DETAJLS
0 RE: SD --248
OMCE BUILDING AT 1501 HUGHES ROAD
0
to 12" 8" MIN FOUNDATION COURSE
0 DIA. 6" MIN
5 (n ____ Y DELANEY VINEYARDS (BLK 2, LOT 3R2)
� VAN ACCESSIBLE SIGN
0 PER ADA REQUIREMENTS SIDE MEW
.21 MIF CONSTRUC11ON MANAGEMENT
0
I
a_
CITY OF GRAPEVINE, TEXAS
ACCESSIBLE PARKING DETAIL ACCESSIBLE PARKING SIGN �MASONRY SCREENING DIETAIL CONSTRUCTION ,EXIT (TYPE 11,
SICALE. N.T.& SCAM-' N."LS. SME" N.T.& DESIGNIDRAWN DATE SCALE NOTES FILE NO.
0
C14 D07 31,00
InTEC InTEC 04/07 N.T.S. DETAILS
07—
I
[Ai
�dd
SOUTH ELEVATION ;(SIDE) omoos,Tm HANc
NORTH ELEVATION (SIDE)
Scale: 1/8" = 1'-0"
TOr OF N/kLL
ML
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TOP or- NALL
r=L I2Z-,a" Arr
TOP Or NALL
rop
Et. I 1& -14" AFF
T TC
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EL 114'- 11" AF
[aHT eCONISrm
ALUMINUM WINDOW
Mcm�=Wj
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LESENa
STONE= VENEER (THIN,
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�5njc'r'o VENEER
>
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ci
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mc -i
MAE�ONARY
Lo
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7or Or NALI_
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EL AFF
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4
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Scale: 1/8" = 1'-0"
J�
� Tr1i ii in FAI t7i Ll
10 Fa
i m 1, IMMUNE p"
mi
WEST ELEVATION (FRONT)
Scale: 1/8" = l' -O"
NOIRTH
ROOF PLAN
2
Scale: 1/8" 1'-
011
ROOF PLAN LECWNP
BUILT-UP ROOFING, ON BUILT-UP
RIGID INSUL OVER MTL DECKING
+ + + + + + + + + + + TAPERED INSULATION (MIN 1/4��/FT
+ + + + + + + SLOPE IN OIRECTION OF ARROW)
ROOF SLOPE DIREC11ON (1/4 -/FT
MIN AT BUR)
INTEGRAL 8" GUTTER W/ 4"x6"
DOWNSPOUT AND GUTTER Ej AT
30' O.C.
SPLASH BLOCK
DOWNSPOUT DROP DIRECTLY FROM
DS CUTTER
MEMBRANE ROOFIN& NOTE10
1. NEW ROOF SURFACE SHALL BE A ROOFING MEMBRANE SYSTEM.
REFER WAH SECTIONS FOR DETAILS.
�2. STRUCTURAL SLOPES SHOWN ON PLAN ARE FOR CENERAL
;CONCEPT ONLY, REFER STRUCTURAL DRA"NGS FOR EXACT TOS/BOD
ELEVATIONS.
3, FLASHING AND STRIPPING MATERIALS, BASE PLY SHEETS, AUXILIARY
�EMBRANES, INSULATION AND ACCESSORIES SHOULD BE
RECOM�ENDED BY THE ROOFING SYSTEM MANUFACTURER FOR INTEDED
USE AND COMPATIBILITY WITH THE ME14BRANE ROOFING SYSTEM UON.
4, PAINT ALL EXPOSED METAL FLASHING THAT IS NOT PREFINISHED -
VERIFY COLOR WITH ARCHITECT
5, FOR TYPICAL ROOF PENETRATION DETAILS: PROVIDE MEORANE
�ROOF �FRS STD ROOF CUREIS AND PENETRATION DETAILS.
STITF, PLAN
INE
r Ri\PEV
Ur
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ti
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SENERAL ROOF NOTE92
i. PROVIDE �ALKWAY PAD AT PIPE SUPPORT LOCATIONS. 2- "DER THAN
SUPPORT IH ALL DIRECTIONS.
2. PROVIDE CDNT 364' WIDE WALKWAY BOARDS AT SERVICE SIDE OF AU
MECH EQUIP WITH 2' SEPARATIONS BETWEEN PADS, REFER TO MEP
DOCS FOR NUMBER AND LocAmN OF ROOFTOP MECH EQUIP, PROVIDE
coNr 36- WDE WALKWAY BOARDS AROUND ROOF HATCHES WITH 2 -
SEPARATIONS BETWEEN PADS, AND PROVIDE 72"x72" �ALKWAY BOARDS
AT TOP AND BOTTOM OF ACCESS LADDERS.
3. EXPOSED METAL FLASHING/TRIM PIECES ARE TO BE PREFIN GALV STL
UON, PAINT EXPOSED METAL FLASHING/TRIM PIECES THAT ARE NOT
PREFIN, AS WELL AS ALI EXPOSED MISC STL PIECES.
:4, TAPERED INSULATION SHALL BE i/4.'/FT MIN SLOPE TO DRAIN. ROOF
PLAN SHOYYS TAPERED INSUL AT NTS, AND IS GRAPHIC ONLY, TO SHOW
SLOPE AND APPROX LOCATION. (VERIFY INSuLATION REQO TO �AINTAIN
SLOPE. PRIOR TO INSTALLATION).
5- PROVIDE TAPERED INSULATION CRICKETS (1/4 -/FT MIN SLOPE) AT
HIGH SIDE OF ALL kCH UNITS, SKYLIGHTS, ROOF HATCHES, AND MISC
ROOF PENETRATIONS, TO SHED WATER AROUND, AND TO INSURE
POSITIVE ROOF DRAiNACF.
6. WOOD BLOCKING AT ROOF EDGES, RIDGES, ETC SHALL RE FABRICATED
FROM CONT WN 2x6s P"D 9LOCKING. PROVIDE LARGER 2X PTWDS
REOD PER DETAIL DIMENSIONS.
7. MERE AOOD BLOCKING EXCEEDS 6' THICKNESS AT TAPERED
INSULATION. PROVIDE STEM WALL CONSTRUCTED OF 6" GALV CFMF AT
46 -OC �/ CONT TRACK TOP AND BOTTOM AND W/ 3/4- PT EXT GR
PLYWOOD AT EA SIDE, TOP TO SLOPE W/ TAPERED INSULATION.
8. PROVIDE STEP FLASHING AND COVER PLATE AT SLOPED ROOF HI/LO
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20
DATE SEALED: 1-0"7
10 17 -IS, IF _/ _1_1< I N" 61� 4 FRI E 4: i3,750 5�
20
RFOLjIREF�� 10% OF !�_EOU�F,`EF� C:1R'05�5 I"4FK1111 /W,1_4
INC
2 0'
LandPatterns, Inc.
Landscape Architecture
Landscape Construction
Landscape Maintenance
3624 Oak Lawn Avenue. Suite 320
Dallas, Texas 75219
T.- 214-219-3993
F; 214-219-7005
DESIGN BY- MCC
DRAWN BY: MCC
CHECKED BY, JBS
DATE: NOVEMBER 09, 2007
GE N
N
a n 0 s ca 0 a, r e <5 5 o e v s- 6 �u t h, irll c� F ip r cp o 5 ed
41
f `1rJ,' d d - r
z:,h erade, Free T,,_ -)m, a t r 0- & _i:�) 5,
f1re--e-5 are -10 be; Ja -meter r.:)'
r n_ T I e t r e
ball and nc) dl,�-e_oer 6111,6-1 vl:e der_�I_ oF th_- oail, '3�� e, e 0
5��(_Je;sc pric�r to trI�_-s are, to I�e ��13rlleci and a Or
�ibcve :Fiini5n pr,�bs. 41' tree Oit�, ha\'l- a 31 LL a -L er �In
L I
tree e are, tc
eaucsr Fc)rT
2 r a
be r,.,3- r 01ujo- a d
0,- 07UU trees 0n;,.] 3 "1 0
11 e exi5tin,(i sr,�l cF all _-)I.3rLtJL-�,-,j "Oeds Lc 3 depth
F e� d 01, a 3" 16 nc�rrpoeet as supplic�_d L! i r Fa r -
a n d m r"tc, Iln(? soil, i-stail all
&-r�Ub,s P ar_)cve� Finisli or3b��-7 arci FE�-L"!;Zc�,;' uuith 40
_J __j r 1 ��r -1 Lj r
Fc��r�l Llar)!��Ls a T, ranujFa(��'�_,1-6�,',-�� ratles Or'
all plar.Lirlo
L�j 2 shrc dced
narc)wocod'
2L. All pla)n Inc T,
b e c-�111 a c-�E - - Icr�l
n
e C, C, r Or s7 lewalk,, arp, to
edc X
�'-t-eel E�dqiiln,- /'I o 3 �n t e (J e r, ) 0 r �3r) 6vpPrc-v-_01I
A!!, a - t c 0c, r/lacs-d to tht,� 11he aird-
c e Ki c, le6s tl�)Iar, 1` and no r(_)re-_ thar,
top t'ne eo(�)�no F,
I __
turr areas are to b-_
__j
,o �e' - w I o,-] tI_- plat-,
�Atltdromulch Ljith seed at a rate, orl flwuo (2) pounc,5 per
on--. t , (1000) 5ouare 'eel_ FIE` e_(7=:n
art _,,ril 'I, area5 to be U LKi,er
e, I -d /Ar
r,;��Le. Fr_ -)Ur (4)
P"OUIIC�5 5 -o -tare Feet-
5r"all ��e reoLjired to r V� f 1 01 r or'l �j i C� L;- r m � da o, r- a a 5 i, rl, e i
season,
7- 401 sodde-_J' areas ar& to ,�-:ceiv& c_orrm1(',)n, LES-,f-MU013 &0d laib oarallel
�,o th- (-_-�F' th�_ and, Eall 50c"D On a 1�4 is f r,
th
be, cirineb witil 1'1/1''x!2�� woc)oen staKes. Ail �3cdl ic, to be. laid with tioint
I
Joints, and with, all jointe sLaclee.ro_ AH �Od UJit�', Luater ballast,
-,d I, ;; - -
a Fertilizer
awn rol'er, _iper, I ns -L a 11,3 ar �L, L
13-13 -13 ) a t t� L� r at e uai per 1000 _-,qfj3re_
I
W -3 L e r all sod
All irriq L �n are L 0
a' �o q c o n t r, a c: t (7) r s a e rc�,�-:: r
I
--a to bcf-�� c e r e e- d
as P e, r tk-i- plaiI
a t j c e 5 L
-,r are -0
&
a ed 3, s e -r m a c r
10 111
ir r ip o rE e e e- 5 It c� b,,j c 0 a c o
r
�5,n e e d r Iq a i n, n I,
c �'-I I� I e 4 0 w 'n 0 o, Is p r Is e e ow 6, o n, b 0
e r) d & exten5lc,115
C -E or a be,
and ;0 L7�e Zoned L) an", �no
0
r� a C) s t o 0 e o I c r_/ e, r e A, 11 t u 117' h e, 3 6 s IL o L e on 4��
A I I ��\L 1, �:
t I
a i
L
iia\/e a im�nin-iun-, oF 12'' OF and
0 o 5- �D 5 `00)
13, OU,3!rJit�I�5 511OWn 0�1 r�_� I a I-! t. 1�5t alre land-lecape alrcrjh�tti�c_411'a �tir�'Ia
Orlkj and be veririe�-o. prior to 6hat" be
re5pon5ibl-_ for b � --A d �� rn, p. a ri cdl lo r o v
desionate�--,�' F,-�r beol sizes ar)(�.!; on, tll,
L 1 1
OF d��-_&:Ioilo-,te(:� Of-,, 0�3n' lis�
I FR Fz G /A N ! G,`
1 11 lar),oscaIped areas be
/A V1 an irripal�ion 5�&temf
r I pa�ticular
o" p-ov;(_-J�ng the L)ro�per Fj,�riour�t o" waf(�r
�C)�- oF r,,,Iant m6i_cr�;all _;sed, Irrieation will be
jl I
an underoro:Ind 3u5t.em, -or a e��k:�)t,�_-rranean dric
I
Ts -
r 1, 5" or
bu ti citu
�ni on 5us tem 5h,511 L-�e e-opoped wi�+hi
/�tornatic, underoirc 11 d, moa
_j
e,- e E, a r 61 s e I, a t cd e r ZS T
C)" 0'0c��t� �ii d
I-- � j -- ( nee
_ I :�nia �c Pre5e./ed ree,, d not be
ci a t Is d l f t 4, r o a T, r,,� e r �,n n e 5 r r c;i a or)� w a U i ho'', 'i'l
,L�o the, preeer\,/ecd trec-3-s- LAN
CIIN OF GRAPEVM
APPROVE
SHEET OF
A P P RZ 0
V At _D �OEE _S;
NOT U7 -Ho
RIZE ANY WORK IN CONFUCT
ANY
CODES OR OR,
A
t
N1 Dz_) 4 F DATE
S�TE LA/1NEDSCALFIE: F, E -P,
COMWNAPyr DrVELO ENT
RF_''jI 15% OF
7
OT 4, L LOT 5F x
DAU:
NO E: Ti 1 E B OU N D A R y & _1 0 P 0 ('7R A PLI I C
SIURVEY (,-!"-J'B NO� 70__')iN'I7, DAIED
3/21 /07) WAS PREPARED BY ALS
LAND SURVEYING AND PROVIHH) BY 11 H, r_E 'I
)�A/NER FOR 7HIS PPOJECI.
BEARIING CONTROL BASED ON C11 -Y UF
GRAPFVINIF DATA FOR NAD -83 THEXAS STAFF
PLAINE COOPIDINA TFS.
I n T '- C of DT IN Metro
-551) F_ Dade Road
.-Edess, Texcjs 7601319
IJECI'
'3,6
7 08/0 Fcx 81! -858 U0
DFW
IN FAI;�K11NIC-- 4RE-4 _1411,11D_`�EAFE=
DATE SEALED: 1-0"7
10 17 -IS, IF _/ _1_1< I N" 61� 4 FRI E 4: i3,750 5�
RFOLjIREF�� 10% OF !�_EOU�F,`EF� C:1R'05�5 I"4FK1111 /W,1_4
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13,-11��-O baF x i!0% 2)'7 1---)
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Z= /_�U I "PIE D I TzR ;=P=F- 40
E 0 CF OF iN E -/'K:DEA
13 E:, 5F 400 5-F
L
F
10� 1 SFTF,,4
0 E" 10, 5 1, E-3 �L C <
A
QU�REE,): 7R, -,E
e)o F: 4 1±r !F T 10 -1
� = - - "7 - -REE&
E- D: 13 7 F -,E E 5
T -01 11 C�j 1
0R____I(`f_-_ IT 111 Dl�\\Ir' A i
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NON-vF�-!i�_U!4_4I� OFEN
IJ
V
TOTAL 51TE 30,3�_�,! 5F 4554, NVA LAND5�_AF`E F--�,IEUJIFRELD
---------- -
M 1 F NJ MAN -'E"E-'
I-
127- OF Sil-E IN NON- OF"IEN R E
..'0, ,_.]_F-,`JC'T10N
-7 1 -
REOUI-FRREID: 11 T;RE F1 4,� 2500 5F OF 4\�,,R, O=EN 5F�l A=
T Y 0 F G R A F-) E V N _'EXAI��
(_/` I -
-A C- �1500 6-
7'
F:1�1� 0 V i E) EE)
C_ NT
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