HomeMy WebLinkAboutItem 03 - CU00-45 AudiITEM
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TO: HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE
PLANNING AND ZONING COMMISSION
FROM: ROGER NELSON, CITY MANAGE
H.T. HARDY, DIRECTOR OF DEVELOPMENT SERVICE9011
MEETING DATE: OCTOBER 17, 2000
SUBJECT: DEVELOPMENT SERVICES TECHNICAL REPORT OF
CONDITIONAL USE APPLICATION C000-45 AUDI
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Grapevine
Dove Aa. 5? APPLICANT: Christopher M. Jones
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Northwest
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PROPERTY LOCATION AND SIZE:
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The subject property is located at 2501 William D.
ADP x Tate Avenue, proposed Lot 2, Block 1, Vette
Hall -Johnson a Addition. The addition contains 8.489 acres. The
L -11--- 0 property has approximately 440 feet of frontage
F Glade Ad. — c —i _� along William D. Tate Avenue, and approximately
- 1000 feet of frontage along Prospect Parkway.
REQUESTED CONDITIONAL USE AND COMMENTS:
The applicant is requesting a conditional use permit to establish an automotive dealership
with sales and service of new and used vehicles a fort -ft. ole sin two twenty -ft. pole
signs and an on-site car wash
The site plan indicates that 145 on-site display parking spaces are planned with an
additional 132 parking spaces for a total of 277 on-site spaces. An on-site car
wash/detailing center is being provided to allow the dealership to prepare cars for new
ownership.
The applicant is requesting approval of a forty -ft. pole sign to be placed along S.H. 121.
A twenty -ft. pole sign is shown at the corner of S.H. 121 and Prospect Avenue. An
additional 20 -ft. pole sign is being requested along S.H. 121.
01nu/C000-45.4 1 October 6, 2000 (12:17PM)
PRESENT ZONING AND USE:
The property is currently zoned "CC", Community Commercial District and is undeveloped.
The subject property and the property to the north were rezoned from 1-1 ", Light Industrial
District to "CC", Community Commercial District during the 1984 Citywide Rezoning.
C000-43, allowing the development of a Corvette Museum on the site located to the north,
was approved on September 19, 2000.
The Stone property, located to the west and south, was not zoned when it was a part of
unincorporated Tarrant County. When the property was annexed into the City on July 20,
1993, it was automatically zoned "R-20" Single Family. Zone Change Z98-19, approved
in August 1998, rezoned a portion of the A.C. Stone Tract from "R-20", Single Family
District to "LI", Light Industrial District for the development of Frank Parra Dodge. CU99-78
was approved on June 20, 2000 allowing for the development of the Frank Parra Dodge
dealership. Zone Change 99-10 was approved on January 18, 2000, rezoning the
remaining Stone property from "R-20", Single Family District to "CC", Community
Commercial District, "LI", Light Industrial District and "BP", Business Park District.
NORTH: "CC", Community Commercial District — future Corvette museum
SOUTH: "PID", Planned Industrial Development District — future Frank Parra
Dodge
EAST: "CC", Community Commercial District - Vacant
WEST: State Highway 121 and "CC", Community Commercial District -
Vacant
The subject tract is located within "Zone B" Middle Zone of Effect as defined on the "Aircraft
Sound Exposure: Dallas/Fort Worth Regional Airport Environs" Map. In "Zone B" the
following uses may be considered only if sound treatment is included in building design:
multifamily apartments, motels, office buildings, movie theaters, restaurants, and personal
and business services. Single family residential and sound sensitive uses such as schools
and churches should avoid this zone. The applicant's proposal is an appropriate use in
this noise zone.
0:/zcu/CU00-45.4 2 October 12, 2000 (5:11 PM)
The Master Plan designates the subject property as Commercial. The proposed car
dealership complies with this designation.
The Thoroughfare Plan designates William D. Tate Avenue/State Highway 121 as a
Highway. Prospect Avenue is designated as a Type E Collector with a minimum 75 feet
of right-of-way developed as four lanes.
/cj
0:/zcu/C000-45.4 3 October 6, 2000 (12:17PM)
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T B R A S
1`CITY OF GRAPEVINE
CONDITIONAL USE APPLICATION
Form "A"
PART 1. APPLICANT INFORMATION
Name of applicant /agent
Pacheco Ko.ch Consulting Engineers/Christopher M. Jones
Street address of applicant/ agent:
City / State / Zip Code of applicant / agent:
Dallas, Texas 75243
Telephone number of applicant / agent:
Fax number of applicant/ agent;
972 235-9544
Applicant's -interest in subject property:
Engineer of Record
PART 2. PROPERTY INFORMATION
Street address of subject property
MCC o� `n 6 ScT�o� o�c" sN • 12 �+ c4 ar�i
Legal description of subject property (metes & bounds must be described on 8 1/2'x 11* sheet)
Lot 2. Block I Vette-Addition
Size of subject property
8.489 Ams 369,774 Square footage
Present zoning classification:�utomotive
roposed use of the property.
Community „ „
Commercial C
Dealership with sales and service.
Minimum / maximum district size for conditional use request:
Zoning ordinance provision requiring a conditional use:
Section 48 of Ordinance No. 82-73
PART 3. PROPERTY OWNER INFORMATION
Name of current property owner.
Leo Griggs — Park Cities C/P Jeep
Street address of property owner.
4801 Lemmon Avenue
City/State /Zip Code of property owner.
Dallas, Texas 75201
Telephone number of property owner.
Fax number of property owner.
(214) 443-8900
(214) 443-6911
❑ Submit a letter describing the proposed conditional use and note the request on the site plan document
❑ In the same letter, describe or show on the site plan, and conditional requirements or conditions imposed upon the particular conditional use by
applicable district regulations (example: buffer yards, distance between users)
❑ in the same letter, describe whether the proposed conditional use will, or will not cause substantial harm to the value, use, or enjoyment of other
property in the neighborhood. Also, describe how the proposed conditional use will add to the value, use or enjoyment of other property in the
neighborhood.
❑ Application of site plan approval (Section 47, see attached Form 'BJ.
❑ The site plan submission shall meet the requirements of Section 47, Site Plan Requirements, and Section 45.E.
ED�, .,, I Vl
AUG p
❑ Alf conditional use and conditional use applications are assumed to be complete when filed and will be placed on the agenda for public (hearing at
the dscretion of the staff. Based on the size of the agenda, your application may be scheduled to a later Vie. G�i� Un �� �� rle�Ct
l All public hearings wil be opened and testimony given by applicants and Interested citizen Public hearings m n d
hearing. Public hearings will not be tabled. public
❑ Any changes to a site plan (no matter how minor or major) approved with a conditional use or conditional use permit can only be approved by city
council through the public hearing process.
O 1 have read and understand alt the requirements as set forth by the application for conditional use or conditional use permit and acknowledge that
all requirements of this application have been met at the time of submittal.
PART 4. SIGNATURE TO AUTHORIZE CONDITIONAL USE REQUEST AND PLACE A CONDITIONAL. USE
REQUEST SIGN ON THE SUBJECT PROPERTY
PrintApplicanrs Name: Applicants Si
The State Of / i X Q S
County Of / //
Before Me �/�i'td r- r?a GGA o J-7 > �!� on this day personalty appeared _ cll rl s 4"'OA e i2 ( �
(notary) (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.
(Sean Given under my hand and seal of office this day of J S 4 A.D. 206D
ANDREA SCHONIER
Nota►Y Public
• State of TOXOS 2003 `
of F+`� COMM, Exp1 Notary In And For State Of Texas
°Print Property Owners Name: Property Owner' Signature:
The StateOf
x
County Of��A
Before Me LCA f�1 EV ` � � �� on this day personally appeared L '�n G r f .�
(notary) (property owner)
known to me (or proved to me on the oath of card or other docu=nt) 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 ofoffice this day of-1�0 . A.D. L22n .
LORINDA PATTON
Notary Public
STATE OF TEXAS No And For State Of Texas
My Comm. Exp. 9-22-2001
A.
CHRYSLER * PLYMOUTH JEEP * VOLKSWAGEN
,P- N
4801 Lemmon Ave. Dallas, Texas 75219
(214) 443-8900 Main Fax (214) 443-6982
1 -800 -486 -JEEP
August 7, 2000
Development Services
Planning Division
P.O. Box 95104
Grapevine, Texas 76099
RECEI
AUG 0 7 2000
RE: Performance Audi of Grapevine, TX — Conditional Use Application / Site Plan
Application
To the Planning & Zone Staff
I would like to request the approval of a Conditional Use permit to establish an
automotive dealership with sales and service of new and used vehicles. The conditional
use will increase the value of our property and adjacent properties of similar use.
Sincerely,
Leo Griggs
Owner
ORDINANCE NO.
is x
.4 '
AN ORDINANCE ISSUING A CONDITIONAL USE PERMIT IN
ACCORDANCE WITH SECTION 48 OF ORDINANCE
NO. 82-73, THE COMPREHENSIVE ZONING ORDINANCE
OF THE CITY OF GRAPEVINE, TEXAS, SAME BEING ALSO
KNOWN AS APPENDIX "D" OF THE CITY CODE, BY
GRANTING CONDITIONAL USE PERMIT CU00-45
ESTABLISHING AN AUTOMOTIVE DEALERSHIP WITH
SALES AND SERVICE OF NEW AND USED VEHICLES, A
FORTY -FOOT POLE SIGN, TWO TWENTY -FOOT POLE
SIGNS AND AN ON-SITE CAR WASH IN A DISTRICT
ZONED "CC" COMMUNITY COMMERCIAL DISTRICT
REGULATIONS ALL IN ACCORDANCE WITH A SITE PLAN
APPROVED PURSUANT TO SECTION 47 OF ORDINANCE
NO. 82-73 AND ALL OTHER CONDITIONS, RESTRICTIONS
AND SAFEGUARDS IMPOSED HEREIN; CORRECTING THE
OFFICIAL ZONING MAP; PRESERVING ALL OTHER
PORTIONS OF THE ZONING ORDINANCE; PROVIDING A
CLAUSE RELATING TO SEVERABILITY; DETERMINING
THAT THE PUBLIC INTERESTS, MORALS AND GENERAL
WELFARE DEMAND THE ISSUANCE OF THIS
CONDITIONAL USE PERMIT; PROVIDING A PENALTY NOT
TO EXCEED THE SUM OF TWO THOUSAND DOLLARS
($2,000.00) AND A SEPARATE OFFENSE SHALL BE
DEEMED COMMITTED UPON EACH DAY DURING OR ON
WHICH A VIOLATION OCCURS; DECLARING AN
EMERGENCY AND PROVIDING AN EFFECTIVE DATE
WHEREAS, an application was made requesting issuance of a conditional use
permit by making applications for same with the Planning & Zoning Commission of the City
of Grapevine, Texas, as required by State statutes and the zoning ordinance of the City
of Grapevine, Texas, and all the legal requirements, conditions and prerequisites having
been complied with, the case having come before the City Council of the City of Grapevine,
Texas, after all legal notices requirements, conditions and prerequisites having been
complied with; and
WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing
called by the City Council did consider the following factors in making a determination as
to whether this requested conditional use permit should be granted or denied: safety of the
motoring public and the pedestrians using the facilities in the area immediately surrounding
the site; safety from fire hazards and measures for fire control; protection of adjacent
property from flood or water damages, noise producing elements, and glare of the
vehicular and stationary lights and effect of such lights on established character of the
neighborhood; location, lighting, and types of signs and relation of signs to traffic control
and adjacent property; street size and adequacy of width for traffic reasonably expected
to be generated by the proposed use around the site and in the immediate neighborhood;
adequacy of parking as determined by requirements of this ordinance for off-street parking
facilities; location of ingress and egress points for parking and off-street locating spaces,
and protection of public health by surfacing on all parking areas to control dust; effect on
the promotion of health and the general welfare; effect on light and air; the effect on the
overcrowding of the land; the effect on the concentration of population; the effect on the
transportation, water, sewerage, schools, parks and other facilities; and
WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing
called by the City Council of the City of Grapevine, Texas, did consider the following factors
in making a determination as to whether this requested conditional use permit should be
granted or denied; effect on the congestion of the streets, the fire hazards, panics and
other dangers possibly present in the securing of safety from same, the effect on the
promotion of health and the general welfare, effect on adequate light and air, the effect on
the overcrowding of the land, the effect on the concentration of population, the effect on
the transportation, water, sewerage, schools, parks and other public facilities; and
WHEREAS, all of the requirements of Section 48 of Ordinance No. 82-73 have been
satisfied by the submission of evidence at a public hearing; and
WHEREAS, the City Council further considered among other things the character
of the existing zoning district and its peculiar suitability for particular uses and with the view
to conserve the value of buildings and encourage the most appropriate use of land
throughout this City; and
WHEREAS, the City Council of the City of Grapevine, Texas, does find that there
is a public necessity for the granting of this conditional use permit, that the public demands
it, that the public interest clearly requires the amendment, that the zoning changes do not
unreasonably invade the rights of those who bought or improved property with reference
to the classification which existed at the time their original investment was made; and
WHEREAS, the City Council of the City of Grapevine, Texas, does find that the
conditional use permit lessens the congestion in the streets, helps secure safety from fire,
panic and other dangers, prevents the overcrowding of land, avoids undue concentration
of population, facilitates the adequate provisions of transportation, water, sewerage,
schools, parks and other public requirements; and
WHEREAS, the City Council of the City of Grapevine, Texas, has determined that
there is a necessity and need for this conditional use permit and has also found and
determined that there has been a change in the conditions of the property surrounding and
in close proximity to the property requested for a change since this property was originally
classified and, therefore, feels that the issuance of this conditional use permit for the
ORD. NO. 2
particular piece of property is needed, is called for, an is in the best interest of the public
at large, the citizens of the City of Grapevine, Texas, and helps promote the general
health, safety and welfare of this community.
ROW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS:
Section 1. That the City does hereby issue a conditional use permit in
accordance with Section 48 of Ordinance No. 82-73, the Comprehensive Zoning Ordinance
of the City of Grapevine, Texas, same being also known as Appendix "D" of the City Code,
by granting Conditional Use Permit No. CU00-45 to allow an automotive dealership (Audi)
with sales and service of new and used vehicles, a forty -foot pole sign, two twenty -foot pole
signs and an on-site car wash in a district zoned "CC", Community Commercial District
Regulations within the following described property: Lot 2, Block 1, Vette Addition (2501
William D. Tate Avenue) all in accordance with a site plan approved pursuant to Section
47 of Ordinance No. 82-73, attached hereto and made a part hereof as Exhibit "A", and all
other conditions, restrictions, and safeguards imposed herein, including but not limited to
the following: None.
Section 2. The City Manager is hereby directed to amend the official zoning map
of the City of Grapevine, Texas, to reflect the herein conditional use permit.
Section 3. That in all other respects the use of the tract or tracts of land herein
above described shall be subject to all the applicable regulations contained in said City of
Grapevine zoning ordinance and all other applicable and pertinent ordinances of the City
of Grapevine, Texas.
Section 4. That the zoning regulations and districts as herein established have
been made in accordance with the comprehensive plan for the purpose of promoting
health, safety, morals and the general welfare of the community. They have been
designed with respect to both present conditions and the conditions reasonably anticipated
to exist in the foreseeable future; to lessen congestion in the streets; to secure safely from
fire, panic, flood and other dangers; provide adequate light and air; to prevent
overcrowding of land, to avoid undue concentration of population; facilitate the adequate
provisions of transportation, water, sewerage, drainage and surface water, parks and other
public requirements, and to make adequate provisions for the normal business, commercial
needs and development of the community. They have been made with reasonable
consideration, among other things, of the character of the district, and its peculiar suitability
for the particular uses and with a view of conserving the value of buildings and
encouraging the most appropriate use of land throughout the community.
Section 5. This ordinance shall be cumulative of all other ordinances of the City
of Grapevine, Texas, affecting zoning and shall not repeal any of the provisions of said
ordinances except in those instances where provisions of those ordinances which are in
direct conflict with the provisions of this ordinance.
ORD. NO. 3
Section 6. That the terms and provisions of this ordinance shall be deemed to be
severable and that if the validity of the zoning affecting any portion of the tract or tracts of
land described herein shall be declared to be invalid, the same shall not affect the validity
of the zoning of the balance of the tract or tracts of land described herein.
Section 7. Any person violating any of the provisions of this ordinance shall be
deemed guilty of a misdemeanor and upon conviction thereof shall be fined in a sum not
to exceed Two Thousand Dollars ($2,000.00) and a separate offense shall be deemed
committed upon each day during or on which a violation occurs or continues.
Section 8. The fact that the present ordinances and regulations of the City of
Grapevine, Texas, are inadequate to properly safeguard the health, safety, morals, peace
and general welfare of the inhabitants of the City of Grapevine, Texas, creates an
emergency for the immediate preservation of the public business, property, health, safety
and general welfare of the public which requires that this ordinance shall become effective
from and after the date of its final passage, and it is accordingly so ordained.
GRAPEVINE, TEXAS on this the 17th day of October, 2000.
FA
ATTEST:
ORD. NO. 4
s
1
FOR
AUDI DEALERSHIP @ GRAPEVINE
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® ^refit@C$S, lncc_
® Architecture a Planning = Interior Design
6114 FARINGDON GRAPEVINE, TEXAS
214-929-6196
OWNER/DEVELOPER
CASTLEGATE
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COMMERCIAL
4809 RILL DIMMONS ROAD COLLEYVILLE, TX
817-858-.6286
PREPARED BY
9401 LDJ FREEWAY SUITE 300 DALLAS, TEXAS 75243 972.235.3031
LOT2
BLOCK
.f 8.489ACRES
SH TT4
DESCRIPTION
SH 114 `�•i�
,rye
CIA
SITE PLAN
5�
DINIENSIOMAL CONTROL PLAN
C3.1
PAVING PLAN
C3.2
DALLAS- FT. WORTH
C4.1
GRADING & DRAINAGE PLAN
INTERNATIONAL AIRPORT
S'
s
EROSION CONTROL DETAILS
a
Q
PROJECT LOCATION
0
ARUNGTON
g
MAPSCO 27X
DRAWING SHEET INDEX
SHEET
DESCRIPTION
FINAL PLAT
CIA
SITE PLAN
C2.1
DINIENSIOMAL CONTROL PLAN
C3.1
PAVING PLAN
C3.2
PAVING DETAILS
C4.1
GRADING & DRAINAGE PLAN
C5.1
EROSION CONTROL PLAN
C5.2
EROSION CONTROL DETAILS
C6.1
WATER & SANITARY SEWER PLAN
RECEIVED tx1.,u.aw'SCe IVs
SEP 13 2000
CASE NAME: AM
CASE NUMBER: C000-45
LOCATION: PROPOSED LOT 2. BLOC( 1,
VETTE ADDITION
MAYOR SECRETARY
DATE
PlNHR1C AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: _}_ OF _L4_
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT WITH ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
IIUOII-45 IS A REQUEST FOR APPROVAL OF CONDITIONAL
USE PERMIT TO ESTABLISH AN AUTOMOTIVE DEALERSHIP
WITH SALES AND SERVO E OF NEW AND USED VEHICLES.
A FORW—FT POLE SIGN. TWO TWENTY—FT POLE SIGNS
AND AN ON—SITE CAR WASH LOCATED AT 2501 WILUAM
AVENUE,
A REQUEST IS MADE TO WAIVE REQUIRED INTERNAL
CROSS ACCESS TO ADJACENT DEVELOPMENTS SO THAT
SITE CAN
BE SECURED AFTER HOURS.
-NO. 1969—DO.149
901E rm
CHRKTOPIER K JOIE•
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THIS DOCUMENT IS RELEASED FOR THE PURPOSE
OF INTERIM RENEW UNDER THE AUTHORITY OF C RJSTOPHQt
M. JONES. P.E. 82881 ON 09/14/00. 17 IS
NOT TO BE USED FOR CONSTRUCTION, BIDDING OR
PERMIT PURPOSES.
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CURVE LENGTHLENGTH RADIUS DELTA TANGEN UNE LENGTHI BEARING UNE LENGTH BEARING BENCHMARKSBM 1 SE! O CUT ON WEST TOP OF AS YI ROAD OF SH 1 1
CI 180.02 2759.79 03'10'20" 1�143
Lt 10.00 $89'59'00"E Lt] 46.66 589.59QQ`W 190'± NORTH OF CENTER UNE OF ARUNGTON-GRAPEVINE RD. ELEV.-576.87
C2 242.]7 3499.72 - L2 58.56 118 10.00
C3 242.80 3489.72 ' L3 10.00 L79 70.07 BM 2 SET "o CUT IN NORTH SIDE SS MH CONCRETE PAD 7D0'± EAST OF
G4 159.99 2]49.79 0320'01" L4 58.44 N8939'00"W L20 55.92 566-53.15"W CENTER LME OF SERVICE ROAD OF SH 121 OF ARLINGTON-GRAPEVINEELEV.-575.89 0 20 40 80 120
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Ld 11.40 GRAPHIC SCALE IN FEET
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lib6 ,3 N "W L311 146.46 $00'01'00"W PARKING TABULATAN
53.46 56633'15"W PARKING SPACES PARKING SPACES HANDICAP DISPLAY PARKING CUSTOMER PARKING SERVICE STORAGE EMPLOYEE PARKING
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CAUTO
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M15 CONTACT
Ea4aetz _ � _ �_.f., g � / + y'�' / �`4v LONE STAR GAS: 1-600-344-8377
b a �5, IWOP e• cwc ' '1 s / -... /� / /� / �>}�r SOUTHWESTERN BELL TELE.: 1-800-395-0440
Ms• a2s R4.5 < 4.5 1�, s� M5 2e / j dt+• / / / TEXAS UTL. ELECT, CO.: 1-800-233-21331
n SPACES s 9' n a sP47c a 9• n.r �• - • us _ .. , / / TEXAS ONE CALL: 1-800-245-4545
R9s 1pxu ma 111snAY sPACEs a,stOKm '/
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------'--------CHs570.46'20"W-
-- HARPS PROPOSED 7.5 RICHT_OF-WAY DEDICATION 837Jt'
_
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�N
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PR®SPEC
T PA RK WA
GENAL NOTES HWY JOINT VENTURE
ER
/
84 SF SIGN AREA. PART OF
#157
SMITH
HERMAN SMITH COMPANY
1, THIS PROPERTY IS CURRENTLY ZONED "CC" COMMUNITY COMMERCIAL DISTRICT.
2. THE CURRENT LAND USE DESIGNATION AS CONTAINED IN THE COMPREHENSIVE MASTER PLAN
(VOL PG. 590
- )
IS COMMERCIAL
t3 oA5 4a p 3. ALL REQUIREMENTS OF BECTON 53, LANDSCAPING REGULATIONS SHALL BE MET,
4. ALL REQUIREMENTS OF SECTION 56, OFF-STREET PARKING REQUIREMENTS $HALL BE MET.
5,
ALL REQUIREMENTS OF SECTION 60. SIGN STANDARDS SHALL BE MET.
6. DURING THE PERIOD CF CONSTRUCTION ALL THE REQUIREMENTS OF SOIL EROSION CONTROL
ORDINANCE SHALL BE MET.
7. ALL GUMPSTERS SHALL BE SCREENED IN ACCORDANCE WIN SECTION 50.8.3. SECTION 50.8.3.
REQUIRES ALL SOLID REFUSE DUMPSTERS TO BE VISUALLY SCREENED BY SOLID WOOD FENCE
OR WALL ONE FOOT ABOVE THE REFUSE DUMPSTER NOT TO EXCEED 8 FEET IN HEIGHT ON ALL
SIDES (EXCEPT THE SIDE USED FOR GARBAGE PICKUP), SUCH SIDES SHALL NOT BE REQUIRED
TO BE SCREENED UNLESS THE SERVICE SIDE OF THE REFUSE STORAGE AREA IS VISIBLE FROM
A NESDERTINIY ZONED DIC
ISTRT.
8. ALL PARKING FOR DISABLED PERSONS SHALL BE DESIGNATED ACCORDING TO CHAPTER 23,
SECTION 23,6 THROUGH 24.69 OF THE GRAPEVINE CODE OF ORDINANCES SHALL BE MET.
THIS DESIGNATON IS THE BLUE HANDICAPPED SIGN REQUIREMENT.
9. A TYPICAL PARKING SPACE GMENSION IS 9 K 18 FEET.
10. THE MINIMUM DRIVING UNE WIDTHS IN ALL PRIVATE PARKING LOTS FOR 90 DECREE PARKING
IS A MINIMUM DI 25 FEET.
/1. ALL PUBLIC UTILITIES SHALL BE PLACED UNDERGROUND.
NOTE;
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A TWO YEAR, 25% MAINTENANCE BOND
OR ALL WATER, SANITARY SEWER, STORM DRAINAGE, PAVEMENT AND EXCAVATION/FILL WITHIN
RIGHT O WAY OR EASEMENTS.
2. THE GTY O' GRAPEVINE'S INSPECTOR OVERTIME POLICY ALLOWS THE CONTRACTOR TO WORK FROM
7 A.M. TO 7 P.M., MONDAY THROUGH SATURDAY. NO WORK IS ALLOWED ON SUNDAYS. SATURDAY
WORK REQ QUIRES A FOUR HOUR MINIMUM CHARGE. OVERTME CHARGES OF 25 PER HOUR $HALL BE PAID
BY THE CDNTRACTDR TO THE UE FOR LARK OUTSIDE DHE NORMAL WORK WEEK (I.E. 8 AM, i0 5 P,M.,
MONDAY THRU FRIDAY).
CASE NAME: AUDI -_--.
CASE NUMBER: CUDD-45
LOCATION: PROPOSED LOT 2, BLOCK 1,
VETTE ADDITION
MAYOR SECRETARY
DATE:
PLANNING AND
ZONING
COMMISSION
CHAIRMAN
DATE.
SHEET:-2_OF-14
APPROVAL DOES NOT AUT10R17E ANY WORK
IN CONFLICT WITH ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVEIOPMENT SERVICES
ICUIO-15 IS A REQUEST FDR APPROVAL OF CONOTONAI
USE PERMIT TO ESTABLISH AN AUTOMOTIVE DEALERSHIP
WITH SALES AND SERVICE OF NEW AND USED VEHICLES,
A FORTY -FT POLE SIGN, TWO TWtNTY-FT POLE SIGNS
AND AN ON-SITE CAR WASH LOCATED AT 2501 WILLIAM
D TATE .AVENUE.
A REQUEST IS MADE TO WAIVE REQUIRED INTERNAL
CROSS ACCESS TO ADJACENT DEVELOPMENTS SO THAT
SITE CAN BE SECURED AFTER HOURS.
T1Pacheco Koch ConSUItinq Engineers
9401 LBJ FREEWAY SUITE 300 DALLAS, TEXAS 75243 972.235.3031
ENGINEERING SITE PLAN
AUDI DEALERSHIP @ GRAPEVINE
J. CATES SURVEY, ABSTRACT NO. 315,
O 20 40 80 120
RalA1 DROF
GRAPHIC SCALE IN FEET
HERMAN SMITH LTH &COMPANY
t� I a (VOL 12527, PG. 2193) -' SH 114
( I t/2 -INCH IRON ROD
' ( WP SET(AIWQI• - _ _ DALLiATI FT. NORTH
CAP SET W�7NC� � R00 INTERNATIONAL AIRPORT
N 529.7220 CAP SET
E 435.2405 S 89"59'00" E 607.80' N 628.5452 < S
f E 44Z1ln
S
14.4'
N K
r V
n
5 Ap'ACE3 9 ' X17.2' b b �e♦ I:[
no, 5. R23' r 9 ACE509 RLS `� / ARLINGTON
MAPSCO27X
0_03'53'18 {//C/N/TY MAP
Rm3574.72' MXIA S m.r \ L G = N E�
L-24255' D.5 N6n• a z, R9s R25' 6 Ns (�) 4 z, u• - y \ e• BOLLARD
LE
w
w . 1' tss' T R 13.5 JY / �• ELECT IC METER
CHIN 02'07'24' E s _
CD=242.51 X901 ID,E• '�-5. R2S' 0.25• ib4` •` ` OP, 3 7 UGHT STANDARD
( eLANs) �, • i - ���' AUDI SALES FACILITY It \ \ WATER METER
!••• ' R �._ 20,075 S.F. g/ c ,• WATER VALVE
< < < 7MM7 / MI • IRRIGATION CONTROL VALVE
E 641,8567 /
a a a -ens b ^ 0 • e _.. / ,RQ FIRE HYDRANT
r2pC
�• ( (65R "S �YW CLEANOUT
A21' _ .. _ ,. H. ;,� & - 1 .. A W / MANHOLE
6.6' Nt25 R2S R75• RZ5L - _ ..._ .. �� 't3• ` a• GAS METER
Q
1 S1S R-530.94 / / �0 TRAFFIC SIGNAL CONTROL
H6 25 65'- -18 25' 65 ZT.S - 15&97 M.7 - VI 15 25 65 L-200.19' / -. TRAFFIC SIGNAL POLE
,�•f -"}. • a - O .. n •.. _ T-10990
�'• ( ... Li .. f3 �f Cl 0.S .... _... .... Co-
-OF
5 W mE0 TELEPHONE 80X
DI,Y - Y ¢ Y ns I" R+.r �s PART -OF- + ^'o TV BOX
cH 5 40.41'0
a A
HERMAN SMITH & C FLAG POLE
M COMPANY /
i
IT MON. R25' R25 R2r A25' „py .. 1n ' ' . _ VOL 12527, PG. 2193 -- / / 1 -I FENCE PROPERTY LINE
w, , to w Ac m mS Rt5 \ / /2 NCH
(j vMN TRAFFIC SIGN
R25 R2r R'L5 R25' , • k. 3i3• 4'MEN rDKX 4 FF11(F - - 0.489 ACRES GROSS)._. $ET
N 8 .J825 / Opp AOELo-AB01'
/I E _.... .-. -- 11. ew IIVASONR ( .... // +
121.2557 {369,774 SF}
... •. ., • Y -
5/18 - INCH IRON
.� 0.989 ACRES (R.O.W.) R FGUNOE 138.7
az9
a •.. • > (43,072 SF)
A Rzs5 N; g ACRES (NET) '
.. ,. •, RY.S R� _
Rzs Rcr n e l d 2s xi a I s 5 m.Y - 0(326,703 SF).
7 50 NP
n, n ^
. _. •. • Itis �• y
Lij
i Y... .�}a E 061=i512 - -
Q i +
its <R4.5 R25 n t RN5 Lam, R4S It SPAQS • 9' 7 E RI I. ... RIs26, INS' 1x5
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R9,5 R9.5' R45- M4' ' (SEE NECK PIANS) "- ...
p� - qy5• 0.25' IQ.5 R25 R2Y RI RI.S• ./ / / ' /�
\11II■rj tMiE
❑ RMS'
INLET 5 4S R25 R25 R25' R25' R25 RL5
A�03S9'S2" ! o IDFAQSes I 6' eN Ru'
it SPALFS 0 9' d SPACES 0 IF /
R>•2834.79' ,< zO ALa PsP u -oven _ .9 SPAti.T • s• _M1 / / ' / N�
L7187.80' PaF sxN R-211. 1'ozj'�/. •.w / / y
y� (sEE ARLN Plwsy s d R.212.53' / \\ I
T 99.94' F _ L-142.81' 5/8 -INCH IRON 1* /
Cil•N 0149'10" 1Y - - - - - -_ +� T.74,22' ROD FOUND
C0-197,79' Ir.
389.722 ROPOSED 37.5• RIGHT-�-WAY DEDICATION CH
70'46'20' W
4J25346 d '- -' _ - - - - - - - N CD -140.14' i
_ _ CASE NAME ALIO
OARe ♦n2 - - - - - _ - - - - - � � � � CASE NUMBER C000-43
K- -X - - - - - - -- -- 4y
N 388.4876 LOCATION: PROPO LOT 2, BLOCK %
VETTE ADDITION
TW NAIL _ A X
4 -F
NO N•91tl='_�_--_ _- 530.38' - -
._ �' - - �"'�7 278.1}' MAYOR SECRETARY
A
P®INT 9"- - 8•�- - - - '- - - - - - - _ -
BEGINNING' •° o- + eoa4r - - DATE:
f- - - - - - - - - - - P•N I.i 5/8 F IRON PLANNING AND ZONING COMMISSION
ROb FOUND
CHAIRMAN
ARS(/�/�{� P...(C��(/�•_N_T%/��d RFK. WdY � �� �� �.� ��. ��. �� tea. DATE
O • O! Y Sd 1� V / 9 A B! C 9 ®® B H O PART � SHEDATE.- _j_OF I4
( GENE OTES HERMAN SMITH & COMPANY
HWY (VOL,1 JOINT VENTURE (VOL 14245, PG- 590) APPROVAL DOES NOT AUTHORIZE ANY WORK
L. 10123, PG. 77) T. ALL NOCK+UNLESS OTHERWISE NOTED, SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC IN CONFLICT WITH ANY CODES OR
WORKS CONSTRUCTION. ISSUED BY THE NORTH CENTRAL TEXAS COUNCIL OF (X)VERNMENT. AND CITY OF ORDINANCES
u as SLAIN } 2.
GRAPEVINE
TOEANY CONSTRUNDARO CTION. THE CpJTRGAC OR SHALL BE FAMNM WITH THE PUNS INCLUDING M1 NOTES,
DEPARTMENT OF OEVIIAPMENT SERVICES
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS AND THE Cltt
( STANDARDS FOR CONSIRUCRON AND ANY OTHER APPLICABLE STANDARD AND SPECIFICATIONS RELEVANT TO
( THE PROPER COMPLETION OF THE WORK SPEOFlED. FAILURE ON THE PART OF THE CONTRACTOR TO BE I CUOO-45 IS A REQUEST FOR APPROVAL OF CONDITIONAL
NOTE m FAMILIAR WITH All LL STANDARDS AND SPECIFICATION PERTAINING TO THIS WORK SHAIN NO WAY RELIEVE USE PERMIT TO ESTABLISH AN AUTONOTIVE DEALERSHIP ALL DIMENSIONS ARE FROM BACK OF CURB THE CONTRACTOR OF RESPONSIBILITY OF PERFORMING ME WORK IN ACCORDANCE WITH ALL SUCH APPLICABLE WITI1 SALES AND SERVICE Q NEW AND USED VE}IIClES,
TO BACK OF CURB UNLESS DIHER'WSE NOTED. STANDARDS AND SPECIFICATIONS. A FfRtt-Ft POLE SIGN, TWO TWENTY -FT POLE SK:NS
3. THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING SUBSURFACE UTILITIES HAVE BEEN DETERMINED AND AN ON-SITE CAR WASH LOCATED AT 2501 WIWAN
FRE
DATA RECORDED BY OTHERS. CONTRACTOR SMALL VERIFY THAT NECESSARY CROSSING CLEARANCES
PARKING TABl1UTI0N
BETWEEN EXISTING AND OFTHEPROPOSED 71UTIES EXIST PRIOR TO CONSTRUCTION OF ANY SUCH CROSSING. IT WILL A REQUEST IS MADE TO WAIVE REQUIRED INTERNAL
'� G HANgCAP 4 BE THE RESPONSIBILITY OF THE CONTRACTOR TD PROTECT ALL UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. CROSS ACCESS A ADJACENT DEVELOPMENTS SO THAT
REGULAR 273 CONTRACTOR TO VERIFY SIZE AND LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
{{ TOTAL 277 4. IT WILL BE THE RESPONSIBILITY' OF THE CONTRACTOR TO PROTECT ALL MANHOLES, CLrANOUTS, VALVE BOXES, SITE CAN BE SECURED AFTER HOURS,
+2 D OR
TOR ANDroAFTER THE PLACING OF PERMANENT PAVIRANTS, ETC., THEY MUST BE ADJUSTED NG PROPER
GRADING E. AUTIJTESDE By THE MUST 8E CONTAACTORPRIOR
INED TO PROPER
UNE AND GRADE DURING THE CONSTRUCTION OF THE PAVING FOR THIS DEVELOPMENT. Picheco Koch Consulting Ellqiiee.,
$ _ 5. 5.1 LANE PROTECT ANIN D MAINTAIN ROADWAY TRAFFIC THROUGHOUT THE PROJECT, PROVIDING A MINIMUM OF ONE (i) 9407 lBJ FREEWAY SUITE 300 DALLAS, TEXAS 75243 972.235.3031
2 5.2
PROVIDE µD MAINTAIN INTERIM ACCESS FROM ROADWAYS CURRENTLY IN USE TO ALL DRIVEWAYS AND
m F INTERSECTING STREETS OR ALLEYS;
6+ 53 MAINTAINNECESSARY,
INTERIM
MAL TERIMLIREPLACEMENT OF EXISTINGCT DRAINAGE UNTIL DRAINAGE STRUCTURES REMOVED FOR CONSTRUCTION OF
�1ff`OFFy.I_ DIMENSIONAL CONTROL PLAN
MEW DRAINAGE FACADES- AUDI DEALERSHIP GRAPEVINE
5.4 ON COP ALL. WORK AND MATERIAL CLEMSTORAGEU AREAS IN ORDERLY ADJACENT
N, FREE OF DEBRIS AND WASTE: !i
ON COMPLETION
S CONSIRUCRON, CLEAN AL THE PROJECT AND ADJACENT AFFECTED AREAS TO ACCEPTABLE I RMTOF "I' r NNE•
6 p CONDITION, ALL AS PROVIDED IN THE GENERAL CONDITIONS.- ciaai -A•- J. CATES SURVEY, ABSTRACT NO. 315
6
S. PRIOR TO COMMENCEMENT OF CONSTRUCTION, BONDS AND THREE-WAY CONTRACTS SHALL BE SUBMITTED TO THE
s
CITY AS REQUIRETRACTOR.
7THE v PROSPECT PKWY
\R TRENCH SAFETY S W
RESPONSIBLE FOR COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS REGARDING ALE �y@ S.H.121
g W e. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS TO VERIFY ALL BUILDING DIMENSIONS. C/I / OFG/�/'fPEY/NE TEXAS
THIS DOCUMENT S RELEASED FOR THE PURPOSE
g 9. REFER TO ARCHITECTURAL PUNS FOR DETAILED BUILDING ENTRANCE LAYOUTS, RAMPS, LANDSCAPE AND OF INTERIM REYCW UNDER THE AUTHORITY OF CHNITIPHER gE3pp QRA/NV IN7E Sr is At�)FS I�A'F .917
SIDEWALKS' M. JONES, P.E. 82881 ON 09/14/.0. IT IS
iuNs t0. BARRICADING AND PROJECT SIGNS SHALL CONFORM 10 IL%AS OFPARTMFNT OF TRA ORTATION MA NOT TO BE USED FOft CONSTRUCTION, BIDDING OR
o LINIFORN TRAFFIC CONiRO DEVICES AND LATEST UPDATES. PERMIT PURPOSES, Cmi JGA 2SEPT
000 1••40 C2.1
PRAID: 1969 -DO -149 a.W� NO IRAa_m
m9
R-3574.72'
T-727.32'
L-24255'
CH -N 02'07'24' E
CD=242.51'
VINIII
N
r
Q Q
(
0
LJ.J)
',t m
Qa
1 ..
A-03'59'52'
R-2814.79'
L-797.80'
T-98.94'
CN -N 07'49'70' W
POINT IFI'
BEGINNING`'
0
d
REMAINDER OF
HERMAN SMITH k COMPANY
(VOL. 12527, PG. 2193)
N
0 20 40 80 120
GRAPHIC SCALE IN FEET
Ls as sw F
1�
Y
w o o r w.. w • / s e e 98% W® !-8 I / PART OF
HWY #'157 JOINT VENTURE + H(VOL.N4245TM G. 590)�Y
(VOL. 10123, PG. 77)
PAVING NOTES
L ALL DIMENSIONS ARE FROM BACK OF CURB UNLESS OTHERWISE NOTED.
2. UNLESS OTHERWISE NOTED, ALL CONCRETE SHALL BE CUSS 'A', (7000 PSI).
3. UNLESS NOTED, ALL FILL PLACED UNDER PAVING SHALL BE COMPACTED TO 95%
STANDARD PROCTOR DENSITY N 6 INCH UFTS. REFER TO STRUCTURAL
SPECIFICATION FOR FILL PLACED BENEATH BUILDING AREAS. ALL OTHER FILL
AREAS. ALL OTHER FILL AREAS TO BE COMPACTED TO 901 STANDARD PROCTOR.
4. THE CONTRACTOR SHALL SUBMIT A JOINT SPACING PUN TO THE ENGINEER FOR
APPROVAL UNLESS NOTED, EXPANSION JOINT SPACING SHALL BE 90' MAXIMUM
EACH WAY WITH NO KEYWAYS AND SAWED DUMMY JOINTSSHALL BE 15' EACH WAY.
5. TRANSVERSE CONSTRUCTION JOINTS SHALL BE USED AT THE END OF EACH DAYS
PAVING AND WHERE INTERRUPTIONS SUSPEND OPERATIONS FOR 30 MINUTES OR MORE.
6. ALLPAVEMENTS TO BE REMOVED SHALL BE SAWCUT TO A NEAT LRNC. MINIMUM
1-1/2' DEEP, AID THE PAVEMENT REMOVED IN SUCH A MANNER AS TO PRESERVE
THE EXISTING TRANSVERSE REINFORCING STEEL TO THE MAXIMUM EXTENT POSSIBLE.
7. ALL
CURB AND GUTTER SHALL BE INTEGRAL WITH THE PAVEMENT AND HAVE THE
SAME COMPRESSIVE STRENGTH.
8. PAVEMENT REINFDRCELIENT SHALL BE /3 BMS, SPACED AT 18' CENTER TO
CENTER EACH WAY EXCEPT WHERE NOTED IN THE PLANS,
U
9. BAR PS SHALL BE 30 DIAMETERS IN LENGTH,
T0, ALL STRIPES SHALL BE 4' WIDE. UNLESS OTHERWISE NOTED,
II. INSTALLATION AND PLACEMENT OF IRRIGATION SLEEVES AND UTILITY CONDUITS
SHALL BE IN ACCORDANCE WITH LANDSCAPE ARCHITECTS AND MEP PLANS.
12. SOEWALXS SHALL HAVE A SLOPE NO GREATER THAN 5% AND A CROSS FALL NO
GREATER THAN 2X UNLESS NOTED OTHERWISE.
SEE SHEET C3.2 FOR
P N TAI
THIS DOCUMENT IS RELEASED FOR THE PURPOSE
OF INTERIM REVIEW UNDER THE AUTHORITY OF CHRISTOPHER
M. JONES, P.E. 82881 ON 09/14/00. IT IS
NOT To BE USED FOR CONSTRUCTION, BIDDING OR
PERMIT PURPOSES.
KC!N/TY MAP
LE=GEN 6
CASE NAME AUDI
CASE NUMBER CURD -45
LOCATION: PROPOSED LOT 2• BLCCK %
VETTE ADDITION
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE
9 EET:
APPROVAL DOES NOT AUTHOMZE ANY WORK
IN CONFLICT WITH ANY CODES OR
'..., ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
CUDO-45 IS A REOUEST FOR APPROVAL OF CONDITIONAL
USE PERMIT TD ESTABLISH AN AUTOMOTIVE DEALERSHIP
WITH SALES AND SERVICE OF NEW AND USED VEHICLES.
A FORTY -FT POLE SIGN, TWO TWENTY -FT POLE SIGNS
AND AN ON-SITE CAR WASH LOCATED AT 2501 WILLIAM
D. TATE AVENUE.
A REQUEST IS MADE TO WAIVE REWIRED INTERNAL
CROSS ACCESS TO ADJACENT DEVELOPMENTS SO THAT
SITE CAN BE SECURED AFTER HOURS
'T4 Pacheco Koch Con-ailthig Eiiqineors
9401 LEIJ FREEWAY SUITE 300 DALLAS, TEXAS 75243 972.235.3031
PAVING PLAN
AUDI DEALERSHIP @ GRAPEVINE
J. CATES SURVEY, ABSTRACT NO. 315,
PROSPECT PKWY @ S.H.121
C/7Y0FGIPAPEk7oV,—_, TEXAS
OESAf3MY O mmw I 1147E S(.:4LE AY77E3 — I AV.
CMJ MA SEPT i"-40• C3.1
PWMQ: 1989-00.149
N m: 7969
BOLLARD
ao
ELECTRIC METER
POWER PO E
LIGHT STANDARD
WATER METER
WATER VALVE
IRRIGATION CONTROL VALVE
iTtO
FIRE HYDRANT
W
CLEANOUT
MANHOLE
9N•GAS
METER
O
TRAFFICSIGNAL CONTROL
�•
TRAFFIC SIGNAL POLE
>BEp
TELEPHONE BOX
0
TV BOX
D'•
FLAG POLE
9w
TRAFFIC SIGN
----
PROPERTY UNE
—•—•—
FENCE
NEW UGHT CONCRETE AREA
NEW HEAVY CONCRETE AREA
CASE NAME AUDI
CASE NUMBER CURD -45
LOCATION: PROPOSED LOT 2• BLCCK %
VETTE ADDITION
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE
9 EET:
APPROVAL DOES NOT AUTHOMZE ANY WORK
IN CONFLICT WITH ANY CODES OR
'..., ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
CUDO-45 IS A REOUEST FOR APPROVAL OF CONDITIONAL
USE PERMIT TD ESTABLISH AN AUTOMOTIVE DEALERSHIP
WITH SALES AND SERVICE OF NEW AND USED VEHICLES.
A FORTY -FT POLE SIGN, TWO TWENTY -FT POLE SIGNS
AND AN ON-SITE CAR WASH LOCATED AT 2501 WILLIAM
D. TATE AVENUE.
A REQUEST IS MADE TO WAIVE REWIRED INTERNAL
CROSS ACCESS TO ADJACENT DEVELOPMENTS SO THAT
SITE CAN BE SECURED AFTER HOURS
'T4 Pacheco Koch Con-ailthig Eiiqineors
9401 LEIJ FREEWAY SUITE 300 DALLAS, TEXAS 75243 972.235.3031
PAVING PLAN
AUDI DEALERSHIP @ GRAPEVINE
J. CATES SURVEY, ABSTRACT NO. 315,
PROSPECT PKWY @ S.H.121
C/7Y0FGIPAPEk7oV,—_, TEXAS
OESAf3MY O mmw I 1147E S(.:4LE AY77E3 — I AV.
CMJ MA SEPT i"-40• C3.1
PWMQ: 1989-00.149
N m: 7969
GLASS A. TYPE I
3000 PSI CONCRETE PARKING AREAS AT 2a DAYS
CLASS C, TYPE 1
3500 PSI CONCRETE FIRE LANE AND DLIMPSTER AREAS
NO. 3BARS ON 18" AT 28 DAYS
CTRS. BOTH WAYS (NO FLY ASH ALLOWED)
SCARIFY AND COMPACT SUBCRADE-
BETWEEN 95% AND 105 X MAX. DRY T 5' PARKING AREAS
DENSITY (STO. PROCTOR) AT A
MOISTURE CONTENT BETWEEN -1X AND T . 6' DRIVES FIRE LANES AND
+3X ABOVE OPTIMUM. UME STASUZE DUMPSTER AREAS
(5X HYDRATED UME DRY UNIT WEIGHT)
REFER TO GEOTEC14 REPORT FOR
FU
INFORMATION.
PAVEMENT SECTION
NOT TO SCALE
PAVEMENT PAY UNE
NO. 3 BARS ON 18'
CIRS. BOTH WAYS
FUTURE 3 PSI CONCRETE AT 28 DAYS
PAVEMENT PROP. CONIC. PVMT
NOTE
ASPHALT PVMT ,
PHASE i �ry,
SUBGRADE
I ( t6. NOTE:
1-
PA ENT BARS TO BE BENT
DOWN INTO HEADER. HEADER
PAVEMENT TO BE MONOLITHIC.
STREET HEADER
6 NOT TO SCALE ,� ���
RUBBER 1 3(4..4' IW MIN. CLEARANCE
DOWEL SLEEVE TO FIT
DOWEL AND BE SECURED
JOINT FILLER DOWEL SUPPORT SHALL BE OF A
METHOD APPROVED BY ENGINEER
MAX. JOINT SPNG
90' C -C EACH WACIAY
OR AS NOTED ON
PLAN AS 'E.J.'
EXPANSION JOINT
r NOT TO SCALE
HANDICAPPED SIGNS, INSTALL 2' FROM BACK OF CURB -
TYP. EACH SPACE (SIGNAGE TO BE IN ACCORDANCE WI
AS DEPARTMENT OF LICENSING AND REGULATION TEXAS
ACCESSIBIUTY STANDARDS (TAS) PER 4.6.4)
4.29 OF THE AMERICANSFADE -OUT /
WITH DSABIUTIES ACT CURB-W/RAMP j
8 CONC. CURB
6' RAMP
121 5* CONCRETE WALK
N�
MAXIMUM SLOPE FOR ALL PATHS
57:MAX CROSS FALL IS 2X; FOR
THE FIRST FIVE FOOT FROM THE
DOOR A 2"
SLOPE (MAX) MUST
13E MAINTAINED
O O'er
FADE -WT
CURB W/TRA
M
P
CONCRETE
CAR STOP
STANDARD .. (TYPICAL)
APPED
(P.) 8.0' VARIES 8.0' &Cr C
SEE PUN
SPACE ADJACENT TO
8' RAMP AREA TO BE
PAINTED NOTE -
DESIGNATED AS 'VAN \STRIPES (TYP.) SIGNAGE AND MARKINGS TO BE
ACCESSIBLE SPACE' IN ACCORDANCE WITH FEDERAL
ON SK:NAGE. STATE AND LOCAL REGULATIONS.
(ONE SPACE)
rHANDICAP PARKING_
7 ® NOT TO SCALE
B MIN
t7 -]i 6'x6' 06 Y6RE MESH
a'
TOEWALL 11 6'
SECTION A -A
3' R PIPE EIWORCEMENT MAY
(APPROX.) EKIEND PAST BREAK UNE
VARIES AND BE FIELD BENT INTO
S MIN. RIPRAP
BREAK LINE -
CON:. PIPE
SECTION B -B
f3
3/B'
RADIUS
VERTICAL SAW CUT RUBBER
1/8' TO 3/16' WIDEN -NT SEALER
1 3/4'
NO. 3 BARS ON18' MAX. JOINT SPACING
CTRS. BOTH WAYS 15' C -C EACH WAY
SAWED DUMMY JOINT
J
NOT TO SCALE
,-1:3 BATTER f3 O 18' O.C.
BOTH WAYS
R i-1/2"
COMPACTED
SUBGRADE
INTEGRAL CURB
0
NOTTO SCALE
FORMED GROOVE (1/2' WIDE
AND 1-3/4' DEEP) EDGES
ROUNDED TO 1/4' RADIUS 'AXNT R
JOINT SEALER
UP BARS
18' AND
18* FIRST POUR SECOND POUR TIE SECURELY
CroT BARS ON s. soD4 warsS
CONSTRUCTION JOINT
NOT TO SCALE
FREE RAMPS
CONCRETE WAIX SFF
PLAN
f3 BARS O 18' O.C.
REINF. CONCRETE EACH WAY
PAVEMENT 03 24" LONG BAR 1 i
DOWELS EXPOSED 1 I h
30 DIAMETERS } r
FACE Of o� CONIC. COf4C.
CUTTER
CURB
MATCH EXISTING GRADE
DRIVE TO BE CONSTRUCTED IN ACCORDANCE
'MIN CITY OF TEXAS STANDARDS
DRIVEWAY APPROACH
ID
NOT TO SCALE
8't 5't 6't
. CONCRETE PAVEMENT I . I
NOTES:
1. ALL HANDICAPPED SIGNAGE AND MARKINGS TO
BE IN ACCORDANCE PATH FEDERAL STATE AND
_
-i 12 MAX T - 1:12 MAX
AND LOCAL REGULATIONS.
_
2. MAXIMUM SLOPE FOR HANDICAPPED ACCESSIBLE1:72
MAX -
PATHS ARE 5% WITH A MAXIMUM CROSS FALL
DETECTABLE WARNING
SLOPE OF 2X THE FIRST FIVE FEET FROM THE
SURFACE, MEETING SECTION
DOOR IS NOT TO EXCEED 2% IN ANY DIRECTION.
4.29 OF THE AMERICANS
11TH DISABILITIES ACT.
SURFACE PER STATE CONCRETE WALK
OF TEXAS
REQUIREMENTS
ACCESS RAMP
11
NOT TO SCALE
CONTRACTOR TO INSTALL 10 CY t
_.P -RAP
PLAN VIEW
REINFORCED CONCRETE
873 SLOPING HEADWALL
NOT TO SCALE
GENSUL NOTE
A. STRIPING TO BE DONE IN ACCORDANCE WITH CITY STANDARDS.
STRIPING DETAIL ND
A.PAINT:
i. STRIPE SHALL BE FIVE (5) INCHES WIDE PAINTED WITH AN EXTERIOR
ACRYUC LATEX PAINT.
A. COLOR SHALL BE 'TRAFFIC RED' CUDOEN N0, 63251 OR EQUAL
2. LETTERS SHALL BE FOUR (4) INCHES HIC44 PAINTED WITH AN EXTERIOR
ACRYLIC LATEX PNMT,
B. COLOR SHALL RE 'TRAFFIC WHITE' CUDDEN NO. 563245 OR EQUAL
B. APPUCARON:
I, STRIPE MAY BE BRUSHED OR SPRAYED. ONE COAT TO FINISH.
2. LETTERS SHALL BE STENCIL FORMED, BRUSH APPLIED AND SPACED AS
DETAILED ON THIS SHEET.
!t)kE f:)1MV .MIO PARKtNR ' `-fWtiX%tr -Fin" !ilf�li9NC' Z
FIRE UNE 2
yw �
15'.^0''_ SPACINGS
(TVP.)GLL
.� FIRE LANE STRIPING DETAIL
e NOT TO SCALE
N1NDTOP1Elt AE JONEB
�JONAI `'
FORMED GROOVE (1/2' WIDE
AND 1-3/4' DEEP) EDGES RUBBER
ROUNDED TO i/4' RAgUS� /-
/ JOINT SEALER
EXIST CONC PROP CONIC
78' CNT
DOWEL NO -RS 3 BARS ON
EXIST
PAVEMENT
INTO AND SECURE
WITH EPDXY
PAVEMENT CONNECTION
r NOT TO SCALE
RL
}3 BARS AT 24' WIDTH VARIES - SEE PLAN 1'
C -c BOTH WAYS
JOOD PSI CDNC.
FINISHED GRADE
2' SAND LEVO. CUSHION
PROVIDE BITUMINOUS EXPANSION PROVIDE TOOLED JOINTS
MATERIAL WHERE WALK AT SPACING EQUAL TO WIDTH.
ABUTS EXISTING IMPROVEMENTS PROVIDE REDWOOD EXPANSION
AND AT ALL CHANGES IN GRADE JOINTS AT 32' SPACING.
CONCRETE WALK
\�I NOT TO SCALE
THIS DOCUMENT IS RELEASED FOR THE PURPOSE
OF INTM REVIEW UNDER THE AUTHORITY OF CHIBSTOPHFR
M. JONES, P.E. 82671 ON 09/14/00. IT IS
NOT TO BE USED FOR CONSTRUCTION, BIDDING OR
PERMIT PURPOSES.
CASE NAME AUDI
CASE NUMBER: C000__
LOCATION: PROPOSED LOT 2. BLOCK t,
TETTE ADDITION
MAYOR SECRETARY
DATE
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE-
SHUT:
ATESHEET: 5 O _j}_
APPROVAL DOES NOT NJDLORIZE ANY WORK
IN CONFLICT WAIN ANY CODES OR
ORDINANCES
OFPARTMENT OF DEVELOPMENT SERVICES
WW -45 IS A REQUEST FOR APPROVAL OF CONDITIONAL
USE PERMIT TO ESTABUSH AN AUTOMOTIVE DEALERSHIP
1WTH SALES AND SERVICE OF NEW AND USED VEHICLES,
A FORTY -FT PIXE SKIN. I. TWENTY -FT POLE SIGNS
AND AN ON-SITE CAR WASH LOCATED AT 2501 WILLIAM
TATE AVENUE
A REOUEST IS MADE TO WAIVE REWIRED INTERNAL
CROSS ACCESS TO ADJACENT DEVELOPMENTS SO THAT
SITE CAN
BE SECURED AFTER HOURS
MND: 1969-D0.149
OWS M. 1969-07
BENCHMARKS
BM 1 SE UT ONWEST TOP OF CURBAST SEN ROAD
OF 121
190'1 NORTH OF CENTER UNE OF ARLINGTON GRAPEVINE RD. ELEV.-576.87
S•a 8M 2 SET 'o" CUT IN NORTH SIDE SS MH CONCRETE PAD 700'} EAST OF
CENTER UNE O SERVICE ROAD OF SH 121 OF ARLINGTON
-CRAPENNE ELEV.-575.89
' • n _ yy' (�AINM OF BM 3 FOUND •a• CUT, WEST HEADWALL ARUNGTON-GRAPEVINE RD_ 0.25 MILES
!! ¢a HERMAN SMITH Nit COMPANY FROM WN. D. TATE RD. ELEV.-575.75
(VOL. 12527, PG. 2193)
I a
579 ....... ,..
7 M
4 0
+69.36 LINE •ST -Y 7 51
. j I STALL:
® e
Ii HEADWALL
578
0 � 9
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PROP 18' CULVERTep
FL -576.6 0.
e
, w
k: T
53'16 51e ` J I \\.�\•h_"" y e \ ®M
R-3574.72' - '`'P �,�..
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�Ta t
L-24255' I I \ JYS • ,� /
CH _N 02'0724' E
W-242.51'y,N�y,0`
I
tom,
f�.. e' �y s \ ✓ O 9 n
FF=579.00 FF=578.00
,
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05309 )} /
L-200.19':
T=101,30'
CH- S .0 g705 W
\
:k. /6.} 6
CD -199 Ot
O__fe' PART of 2.23
576
HERMAN sMiT» COMP
FI y y{ ( I I o Yl 8 (VOL 12327• PG.1( 2193)
tttp
48
f
....
if _..,3 u. :! ,P' ,,.- - y .• T ( - 1 - I 9(369 /74 -SF)OSS ', o v:. f
-
o e
® 6M , ACRES �R.OX) sr n�. -yam,
989
sn
I I
�c �
h -{43,072 SF)
..'4 5... i I _ ___._ .. .... .�''-Y I '`'�R. 3 �_ FP
W „. `, ^ , I :- 7.500 ACRES T). /HA
M L - -.. ._SAD '.
( ! (326,703 SF)" . f
1y?
t
k
.
STA 2+2656
i'I _.. ( �! ... iV I I NA 0+00 UNE ST -18• 19 1� _.. .._ ✓} Sn'q f In
1
SA 0466.00 'ST -2A• V ST xt8. n'F
INSTALL:
CURB INLET fL=569.23 24' i✓
I At 573.00 STA 3+5615 / -
I
h ( STA 040856 1ST- ✓
P U - = 9.00 e +� I ST i' • / / °7. 't'.
'TAS �._•'i STA +55.15 UNE'ST-t -
yIl S'•" s 1S BfNDr STA 00 UNE ST-tA'. ' 1 -STD TIDE HEADWALL /,' . .Q' ✓ ° `
} FL= N I INS= T TAIJ x.07 UNE 'ST- --36' RCP O 0.5X FL -569.79 414E
I . • \ / k? 1-36•x 3O gEND _ / fA 047. UNE 5T-tA - - - ? wNr f Qka
G�03'S9' t 568. (3264-) FL- "68EA,I�P', / INSTALL `:..- ./
'i - I i-10'7CUR8 IN I P1 p 7 DRAINAGE
R -2834.7g' x i ' 36' R� o i e6z- I - $ E r ; - STA 448.67 UNE
�s 4.00
L-197.60' ❑azANs WYE MET_ - a o. I �,.. s7000 - - - tiSTA sT ',R 23070'02• IN 30• BEND
T-98,94! k ', q b n A 04a1'B ST -U•-. - - call;
, - -- - - - - _ 64f UNE -1A• FL=589.74'
i Cf 10 DpSf Sip01 Fl W - I{STuy: =k-142.81'
CH-fI 01'49'10• M A `1 . , aNs7M1: rtasa _,-- - - _ - -
_y ,. N 1-0 praB
ORIGHT-OF-WAY DEDICA '5574.00 =C_004"22.14'C0-197.76' =14
-` - -
- .-- -- -- --
-- -
,..^-
--
�- ••••,..ri.iMlt -♦AIH iM�H19R f5Ln4k. 7,7
-
.
A� •rv. `
K
w Y
0
278.13' -
y ..
POINT 9N a3'59'bb' - - NM 5 , f.._ 606.47 ry
BEGINNIN0, IY a2n - 573 /
SEWER
CONNECT TO EMST
}6' 57
STA N LINE ST_Y PROSPECT PARK WAY 5.11' 3X08 575 - PART OF
1 HL -568.68
i HERMAN SMITH 6t COMPANY
HWY #157 JOINT VENTURE + (VOL. 14245, PG. 590)
u (VOL- 10123, PG. 77)
u cAs 6uK k
GRADING AND DRAINAGE GENERAL NOTES
1, REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS RECARDINC FILL COMPACTION AND MOISTURE CONTENT.
I 2. UNLESS NOTED, ALL FILL IS TO BE COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY WITHIN 3% RU N FF CA�CUtA
V
o zo 4o eo /zD
GRAPHIC SCALE IN FEET
SH 114
DALLAS- FT. WORTH
INTERNATIONAL AIRPORT
RUNGTTD MAPSCO 27X
RcliviTY MAP
I=:
LEGN o
I• BOLLARD
do ELECTRIC METER
PP. POWER POLE
LIGHT STANDARD
WATER METER
WATER VALVE
IRRIGATION CONTROL VALVE
nA FIRE HYDRANT
cri CLEANOUT
MANHOLE
® GAS METER
❑ TRAFFIC SIGNAL CONTROL
TRAFFIC SIGNAL POLE
tOr❑ TELEPHONE BOX
❑ TV BOX
FP • FUG POLE
9a1 TRAFFIC SIGN
-- PROPERTY UNE
-•-._ FENCE
-613- EXIST CONTOUR
_631&9E EXIST SPOT ELEVATION
pf2N EXIST TOP OF CURB ELEVATION
Etl-1: EXIST CUTTER ELEVATION
M 1 10 PROPOSED DRAINAGE DIVIDE
13 PROPOSED CONTOUR
iCA146 PROPOSED TOP OF CURB ELEVATION
C 4140 PROPOSED GUTTER ELEVATION
a 6145 PROPOSED SPOT ELEVATION
�'•
PROPOSED DRAINAGE FLOW DIRECTION
i WATERSHED DESIGNATION NUMBER
5.74 -EXPECTED QUANTITY
IN CUBIC FEET PER SECOND
CASE NAME AUDI _.--
CASE NUMBER: MOO -45
LOCATION: PRCPOSEO LOT 2 BLOCK 1,
VETTE ADDITION
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE
oF-14
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT WITH ANY CODES OR
ORDINANCES
DEPARiUDNT OF DEVELOPMENT SERVICES
TION$
OF OPTIMUM CONTENT, FILL TO BE PLACED IN A MAXIMUM OF e' LIFTS.
IS A REQUEST FOR APPROVAL OF CONDITIONAL
OHAVEMOISTURE
TO HAVE A MAXIMUM CROSS SLOPE
3. ALL WALLNG
DRAINAGE
AREA
E
AREA Tc C 1 O
ACRES Minute. �) d.
USE PERMIT TO ESTABUSH AN AUTOMOTIVE DEALERSHIP
WIN SALES AND
CO
J
O
4. GRADING OF ALL HANDICAPPED SPACES AND ROUTES TO CONFORM TO STATE, LOCAL AND FEDERAL GUIOFIJNES.
T T
1
O.DB 10 0.8 9.60 0.61
ICUIO-11
SERVICE OF NEW AND USED VEHICLES,
A FORTY -FT POLE SIGN, TWO TN£NTY-FT POLE SIGNS
P
S. UNLESS NOT@, STORM DRAIN LINES MAY BE O THE FOLLDWNC MATERIALS:
2
231 0.8 9.60 1,35
AND AN ON-SITE CAR WASH LOCATED AT 2501 WILLIAM
A RDS C-76, CUSS 111
3
1.03 0.8 9.60
D, 7A AVENUE,
ti
B. ADS N-12
C. HANCM M -q
4
5
1.25 0.8 9.80
216 IN 9.60 16.36
A REQUEST IS NADE TO WAIVE REWIRED INTERNAL
y
Q -
T I
AND INSTALLED IN ACCORDANCE M11H MANUFACTURER'S SPECIFICATIONS,
6
0.29 10 0.0 '6
CROSS ACCESS TO ADJACENT DEVELOPMENTS SD THAT
SITE CAN BE SECURED AD AFTER NOVELS.
g i
XISTINC GROUND OPOSED ASPHALT
6. UNLESS NOTED. GRATE INLET TO BE 'AMERICAN INDUSTRIAL PRE -CAST PRODUCTS. INC.* PRECAST CATCH BASIN.
SIZED AS SHOWN, OF APPROVED EQUAL.
7. FINAL PAVING, CURB AND SIDEWALK ELEVATIONS WILL BE PLACED AT PLUS OR MINUS 0.03 FOOT.
PlCllecI Koch
$=
B. REFER TO LANDSCAPE SPECIFICATION FOR SEEDING AND SODDING REQUIREMENTS.
9401 I.BJ FREEWAY SUITE 300 DAUAS, TEXAS 75243 972.235.3031
m
i
9. ANY CONCRETE, ROCK OR MATERIAL DEEMED UNSUITABLE FOR SUBCRADE, BY ENGINEER, SHALL BE DISPOSED OF
OFFSITE AT CONTRACTOR'S EXPENSE.
10, TRENCH BACKFILL MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF NCTCOC ITEM 6.2.10. ANO SHALL BE
tE OP 7F
�'
J�~{(-�
w /mac e
GRADING
GRADING & DRAINAGE PLAN
X"
18• CULVERT
MECHANICALLY COMPACTED N ACCORDANCE WITH NCTCOG ITEM 6.2.9 TO A MINIMUM OF 95% STANDARD PROCTOR
DENSITY UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED N THE STANDARD CITY SPECIFICATIONS.
°b1!
11. EMBEDMENT SHALL CONFORM TO THE REQUIREMENTS
*/�Y`1 3*
AUDI DEALERSHIP GRAPEVINE
a
CULVERT DETAIL
OF NCTCOG ITEM 6.2.9 UNLESS OTHERMSE SHOWN ON THESE
PLANS OR STATED IN ME STANDARD CITY $PEpFKATIONS
OWg70PWX LL JOWB
$Q� F
SCALE: NTS
MEETNG CITY TONS SHALL BE PLACED N ALL INLET TOPS. THE MANHOLE
12. COVERND MANHOLE SHALL BE PLACED
8288,
A �p✓J?
J. CATES SURVEY, ABSTRACT NO. 315,
g
NEAR THE OUTLET PIPE
13, ALL CONCRETE FOR INLETS AND DRAINAGE STRUCTURES SHALL CONFORM TO NCTCOG ITEM 7.4.5, CUSS 'A' UNLESS
�PV(jTERF,
•9
P/�RBO/SPECTT
OTHERWISE SHOWN ON MESE PUNS OR STATED IN STANDARD CITY SPECIFICATIONS.
wPKcW�Y/�@cS.yH..1y21
$'
14. CRUSHED STONE BEDDING LIR APPROVED EQUAL SHALL BE EO ME CONTRALTO{ WHEN RDC!( IS ENCOUNTERED
C// / OFG)Z4A. Y/NE, M AS
IN TRENCHES. THERE SHALL BE NO ADDITOIAL PAY ITEM O THE CRUSHED STONE B@DING,
OF TH U ED
THIS DOCUMENT IS RELEASED FOR THE PURPOSE
15. 6 REWIRED WE TO CONSTRUCTION, POWER POLES TO BE BRACED OR RELOCATED AT CONTRACTORS EXPENSE.
OF INTERIM REVIEW UNDER THE AUTHORITY O CIRSTOPHOt
M. JONES. P.E. 82681 ON 09/14/00. IT IS
p�W
O14A*W
Q47E
SCALE
M77EN
liZE ,EV
9
NOT TO BE USED FOR CONSTRUCTION, BIDDING OR
PERMIT PURPOSES.
CNJ
JGA
SE
1"-4O'
C4A
200=0
IRA,D- 1969-00.149 -- 1969-07
T-7 21.32'
1
PARK WAY
L-242.55'
ELECTRIC METER
575
POWER POLE
,
CH -N 02'Or2e E
m
I
I 579
WATER VALVE
r ow
^� 1
„
POLLUTION CONTROL GENERAL NOTES
Y
”. S 89'59'00• E
11. THE CONTRACTOR MUST COMPLY NTH FEDERAL STATE AND LOCAL REGULATIONS REGARDING SEDIMENT
0-4.4Fm•AY••,•,..- .-rc,rt.�._:...,,.. �.-r-....•.=..r. W-n.e•r-=•+-elr. «-r ,.....
WATER.
HEADWALL PROTECTION
S
GAS METER
4
e-0353'16
5Te
R-3574.72'
- _ ...._ ..
T-7 21.32'
W
PARK WAY
L-242.55'
ELECTRIC METER
575
POWER POLE
,
CH -N 02'Or2e E
m
u w sAx h
I
WATER VALVE
CD=242.51'
^� 1
„
POLLUTION CONTROL GENERAL NOTES
Y
1. THIS PUN HAS BEEN PREPARED TO PROMDE MEANS TO PREVENT OR MINIMIZE PDILUTEON OF STORM
11. THE CONTRACTOR MUST COMPLY NTH FEDERAL STATE AND LOCAL REGULATIONS REGARDING SEDIMENT
w O
WATER.
AND EROSION CONTROL
GAS METER
2. THE CONSTRUCTION ACTIVITY INCLUDED IN THIS PLAN NLL INCLUDE:
12. A COPY OF THIS PLAN MUST BE KEPT AT THE CONSTRUCTION FACILITY DURING THE ENTIRE CONSTRUCTION
�•
A. CLEARING AND GRUBBING
PERIOD.
N1-tz
EL ROUGH GRADING
C. FINAL GRADING
13. CONSTRUCTION SEQUENCING MUST PROVIDE FIXE THE EXCAVATION OF AN ON-SITE BASIN AS A SEDIMENT
ax
0. UTILITY INSTALLATION
COLLECTION BASIN PRIOR TO THE DISTURBANCE OF GREATER THAN 10 ACRES OF LAND.
TRAFFIC SIGN
E.PAVEMENT INSTALLATION
14. ALL FINISHED GRADES ARE TO BE HYDRDMULCHED, SPOT SODDED OR SEEDED AND WATERED UNTIL GROWN
—•—•—
F. BUILDING CONSTRUCTION
IS ESTABLISHED ON AND OFF-SITE.
EXIST CONTOUR
3. THE TOTAL ESTIMATED LAID AREA TO BE DISTURBED IS 8.489 ACRE.
15. A PIT OR WASH OUT BASIN SHALL BE CONSTRUCTED ON-SITE BY THE CONTRACTOR FOR THE 'WASH OUT*
1��eiZ,yN�
4. THE ESTIMATED RUNOFF COEFFICIENT UPON COMPLETION Of THE PROJECT IS 0.0.
OF CONCRETE TRUCKS.
EXIST CUTTER ELEVATION
5. THE STORM WATER THE SITE IS COLLECTED IN AN EXISTING DRAINAGE SYSTEM MAINTAINED
16. A BERM OR OTHER SPILL PROTECTION MEASURE SHALL BE USED FIXE ANY TEMPORARY FUEL STORAGE TANK
M SITE,
V`../
BY THE CITY OF GRAPEVINE, TEXAS.
EVI
576
t7. IF 'SUMP' PUMPS ARE USED TO REMOVE WATER FROM EXCAVATED AREAS, FILTER ME DISCHARGE TO
REMOVE SEDIMENT AND OTHER POLLUTANTS BEFORE THE WATER LEAVES ME SITE.
7. THE CONTRACTOR SHALL PROVIDE ANO MAINTAIN EROSION PROTECTION MOUND THE WORK AREA
PERIMETER AND AT ALL INLET MOUTHS PRIOR TO COMMENCING WORK AND UNTIL ME WORK AREA
p
SILT
FENCE
8. THE CONTRACTOR WILL REMOVE ALL EXCESS SOIL FROM CONSTRUCTION VEHICLES PRIOR TO EXITING
WORK DAY. GEOTEXTILE FABRIC IS NOT EFFECTIVE IN FILTERING UNE SINCE THE GRAIN SIZE IS SMALLER
THAN THE OPENING IN ME FABRIC.
THE SITE
19, VEHICLE PARKING MEAS, STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH
9. ALL DISTURBED ARDS WWRAC MLL NOT BE FOR A MINIMUM OF 21 DAYS MUST BE
THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. OTHERNSE• COVERING OR ENCIRCUNG
THE MEAS NTH
STABILIZED BY ME CONTRACTOR TO CONTROL EROSION. -
OL EROSION.
PROTECTIVE MEASURES SHALL BE NECESSARY.
o'w1c
10. THE CONTRACTOR SHALL UNDERTAKE PROPER METHODS TO REDUCE DUST GENERATION FROM THE SITE.
20. STORE ALL TRASH AND BUILDING MATERIALS WASTE IN AN ENCLOSURE UNTIL PROPER DISPOSAL AT
OFF-SITE FACILITIES,
77
7,
t5AUnl SALES FACILITY
20,075 S.F,
1n
N
REMAINDER OF
HERMAN SMITH do COMPANY
(VOL 12527, PG. 2193)
579 ..... ...
578
607.80'
n" ox
'SILT FENCE S
577 F
"�_SILT FENCE
�So
1r o.X
PART _0IF.._... ..... . _
HERMAN SMITH & COMPANY
❑ o ❑ B (VOL. 12527, PG. 2193) -
- 8.489 ACRES(GROSS):_
(369,774 SF).
y
Q O
/(�j�j { . .T -r pus rA•G m
R-2834.79'
L-197.80'
T-98.94'
CH -N 01'49'10' W
We w
�� , • CURB INLE-F PROTECT70N
w�4T
M
1
c
CCDDs1990111.05' IN 12,
. 577
0.989 ACRES (R.O.W.)
_. (43,072 SF)_
7.500 ACRES (NEE) x
(326,703 SF)
iywX
OHEADWALL PROTECTION `*�`. • / yfeyVyj Ii
�{p{
g� M.T9A ted- iU, 311
,CURB INLET PROTECTION Y 'I •F 1
i/ Yry�
s
e-sB 3o'oz / o f o. ' 7 y
IRe212.53' tY • s W1 OAX .
A w• owc
Y
/
m T T>74.22
„ INLET PROTECTION * INLET PROTECTION 574 1r Ow SILT FENCE CH=S 70'46'20•\ W
'; It r CO9STRUCTION ENTRANCE . - --.•r..._,, - I CD=14014'
ow<
L+ -
Axak
SKir
530.38' 574 575
27
. -..__ - 6
... � S>
o�. -
8.13'
4..
K r
r
5,A � 573
...._.. 516VG _ __ __ __ --
PROSPECTROSPECT '
PART OF
HERMAN SMITH 1Y COMPANY
(VOL. 14245, PG. 590)
SEE SHEET C5.2 FOR
ON lR TA
qS 0~% OF
ei• � \•.Wit
CIOIBTMNER IE xw.
THIS DOCUMENT IS RELEASED FOR THE PURPOSE
R INTERIM REVIEW UNDER THE AUTHORITY OF CHRIST OPNOE
M. JONES P.E. 82881 ON 09/14/00. IT IS
NOT TO BE USED FOR CONSTRUCTION, BODING OR
PERMIT PURPOSES.
N
0 20 4D AD 120
GRAPHIC SCALE IN FEET
SH 114
N
DALLAS- FT, WORTH
INTERNATIONAL AIRPORT
AIAPSCO 27X
I
W
PARK WAY
de
ELECTRIC METER
575
POWER POLE
HWY p157
JOINT VENTURE + . .....
(VOL. 10123, PG. 77)
u w sAx h
I
WATER VALVE
Xv
IRRIGATION CONTROL VALVE
POLLUTION CONTROL GENERAL NOTES
Y
1. THIS PUN HAS BEEN PREPARED TO PROMDE MEANS TO PREVENT OR MINIMIZE PDILUTEON OF STORM
11. THE CONTRACTOR MUST COMPLY NTH FEDERAL STATE AND LOCAL REGULATIONS REGARDING SEDIMENT
w O
WATER.
AND EROSION CONTROL
GAS METER
2. THE CONSTRUCTION ACTIVITY INCLUDED IN THIS PLAN NLL INCLUDE:
12. A COPY OF THIS PLAN MUST BE KEPT AT THE CONSTRUCTION FACILITY DURING THE ENTIRE CONSTRUCTION
�•
A. CLEARING AND GRUBBING
PERIOD.
TELEPHONE BOX
EL ROUGH GRADING
C. FINAL GRADING
13. CONSTRUCTION SEQUENCING MUST PROVIDE FIXE THE EXCAVATION OF AN ON-SITE BASIN AS A SEDIMENT
•
0. UTILITY INSTALLATION
COLLECTION BASIN PRIOR TO THE DISTURBANCE OF GREATER THAN 10 ACRES OF LAND.
TRAFFIC SIGN
E.PAVEMENT INSTALLATION
14. ALL FINISHED GRADES ARE TO BE HYDRDMULCHED, SPOT SODDED OR SEEDED AND WATERED UNTIL GROWN
—•—•—
F. BUILDING CONSTRUCTION
IS ESTABLISHED ON AND OFF-SITE.
EXIST CONTOUR
3. THE TOTAL ESTIMATED LAID AREA TO BE DISTURBED IS 8.489 ACRE.
15. A PIT OR WASH OUT BASIN SHALL BE CONSTRUCTED ON-SITE BY THE CONTRACTOR FOR THE 'WASH OUT*
1��eiZ,yN�
4. THE ESTIMATED RUNOFF COEFFICIENT UPON COMPLETION Of THE PROJECT IS 0.0.
OF CONCRETE TRUCKS.
EXIST CUTTER ELEVATION
5. THE STORM WATER THE SITE IS COLLECTED IN AN EXISTING DRAINAGE SYSTEM MAINTAINED
16. A BERM OR OTHER SPILL PROTECTION MEASURE SHALL BE USED FIXE ANY TEMPORARY FUEL STORAGE TANK
M SITE,
V`../
BY THE CITY OF GRAPEVINE, TEXAS.
EVI
6. THE SOILS ON THE SITE ARE GENERALLY EXPANSIVE GUYS.
t7. IF 'SUMP' PUMPS ARE USED TO REMOVE WATER FROM EXCAVATED AREAS, FILTER ME DISCHARGE TO
REMOVE SEDIMENT AND OTHER POLLUTANTS BEFORE THE WATER LEAVES ME SITE.
7. THE CONTRACTOR SHALL PROVIDE ANO MAINTAIN EROSION PROTECTION MOUND THE WORK AREA
PERIMETER AND AT ALL INLET MOUTHS PRIOR TO COMMENCING WORK AND UNTIL ME WORK AREA
18. TO PREVENT DAMAGE TO VEGETATION IN DOWNSTREAM WATER COURSES, LIMIT MY PROPOSED UME
HAS BEEN STMRI2ED.
STABILIZATION OPERAAONS TO THAT WHICH CM BE MIXED AND COMPACTED BY THE ENO OF EACH
8. THE CONTRACTOR WILL REMOVE ALL EXCESS SOIL FROM CONSTRUCTION VEHICLES PRIOR TO EXITING
WORK DAY. GEOTEXTILE FABRIC IS NOT EFFECTIVE IN FILTERING UNE SINCE THE GRAIN SIZE IS SMALLER
THAN THE OPENING IN ME FABRIC.
THE SITE
19, VEHICLE PARKING MEAS, STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH
9. ALL DISTURBED ARDS WWRAC MLL NOT BE FOR A MINIMUM OF 21 DAYS MUST BE
THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. OTHERNSE• COVERING OR ENCIRCUNG
THE MEAS NTH
STABILIZED BY ME CONTRACTOR TO CONTROL EROSION. -
OL EROSION.
PROTECTIVE MEASURES SHALL BE NECESSARY.
10. THE CONTRACTOR SHALL UNDERTAKE PROPER METHODS TO REDUCE DUST GENERATION FROM THE SITE.
20. STORE ALL TRASH AND BUILDING MATERIALS WASTE IN AN ENCLOSURE UNTIL PROPER DISPOSAL AT
OFF-SITE FACILITIES,
PART OF
HERMAN SMITH 1Y COMPANY
(VOL. 14245, PG. 590)
SEE SHEET C5.2 FOR
ON lR TA
qS 0~% OF
ei• � \•.Wit
CIOIBTMNER IE xw.
THIS DOCUMENT IS RELEASED FOR THE PURPOSE
R INTERIM REVIEW UNDER THE AUTHORITY OF CHRIST OPNOE
M. JONES P.E. 82881 ON 09/14/00. IT IS
NOT TO BE USED FOR CONSTRUCTION, BODING OR
PERMIT PURPOSES.
N
0 20 4D AD 120
GRAPHIC SCALE IN FEET
SH 114
N
DALLAS- FT, WORTH
INTERNATIONAL AIRPORT
AIAPSCO 27X
I
CASE NAME: AUDI
CASE NUMBER: G000-43
LOCATION: PROPOSED LOT Z BLOCK 1,
VETTE ADDITION
MAYOR SECRETARY
DATE:
P AW&40 AND ZONING COMMISSION
CHAIRMAN
DATE
SHEET: 7 OF 14
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT MIN ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SEANCES
C000-45 IS A REQUEST FOR APPROVAL OF CONDITIONAL
USE PERMIT TO ESTABUSH AN AUTOMOTIVE DEALERSHIP
MTH SALES AND SERVICE OF NEW AND USED VEHICLES,
A FORTY -FT POLE SIGN, TWO TWENTY-fT POLE SIGNS
AND AN ON-SITE CM WASH LOCATED AT 2501 WILLIAM
G.TATEA
VENUF-
A REQUEST IS MADE TO WAIVE REQUIRED INTERNAL
CROSS ACCESS TO ADJACENT DEVELOPMENTS SO THAT
SITE CAN BE SECURED AFTER HOURS
9401 LBJ FREEWAY SUITE 300 DALLAS, TEXAS 75243 972.235.3031
EROSION CONTROL PLAN
AUDI DEALERSHIP @ GRAPEVINE
J. CATES SURVEY, ABSTRACT NO. 315,
PROSPECT PKWY @ S.H.121
C17YOFGRAR,-_ W E, TEXAS
6ESX7M MANN 647E SLUE HUMS 9W AWb
CAIJ JGA 2000 1"-40" C5-1-
-NO.,
5e
IRWO: 1969-DO.149
DWO ND: 1969-07
W
BOLLARD
de
ELECTRIC METER
POWER POLE
�.
LIGHT STANDARD
WATER METER
WATER VALVE
Xv
IRRIGATION CONTROL VALVE
IXQ
FIRE HYDRANT
tq
CLEANOUT
w O
MANHOLE
.0
GAS METER
—0
TRAFFIC SIGNAL CONTROL
�•
TRAFFIC SIGNAL POLE
—0
TELEPHONE BOX
TI p
TV BOX
•
FLAG POLE
3pT
TRAFFIC SIGN
----
PROPERTY UNE
—•—•—
FENCE
—613—
EXIST CONTOUR
-9 h7„m
EXIST SPOT ELEVATION
1��eiZ,yN�
EXIST TOP OF CURB ELEVATION
EXIST CUTTER ELEVATION
A ®((/P ff 0 999
SILT FENCE
V`../
INLET PROTECTION
CASE NAME: AUDI
CASE NUMBER: G000-43
LOCATION: PROPOSED LOT Z BLOCK 1,
VETTE ADDITION
MAYOR SECRETARY
DATE:
P AW&40 AND ZONING COMMISSION
CHAIRMAN
DATE
SHEET: 7 OF 14
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT MIN ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SEANCES
C000-45 IS A REQUEST FOR APPROVAL OF CONDITIONAL
USE PERMIT TO ESTABUSH AN AUTOMOTIVE DEALERSHIP
MTH SALES AND SERVICE OF NEW AND USED VEHICLES,
A FORTY -FT POLE SIGN, TWO TWENTY-fT POLE SIGNS
AND AN ON-SITE CM WASH LOCATED AT 2501 WILLIAM
G.TATEA
VENUF-
A REQUEST IS MADE TO WAIVE REQUIRED INTERNAL
CROSS ACCESS TO ADJACENT DEVELOPMENTS SO THAT
SITE CAN BE SECURED AFTER HOURS
9401 LBJ FREEWAY SUITE 300 DALLAS, TEXAS 75243 972.235.3031
EROSION CONTROL PLAN
AUDI DEALERSHIP @ GRAPEVINE
J. CATES SURVEY, ABSTRACT NO. 315,
PROSPECT PKWY @ S.H.121
C17YOFGRAR,-_ W E, TEXAS
6ESX7M MANN 647E SLUE HUMS 9W AWb
CAIJ JGA 2000 1"-40" C5-1-
-NO.,
5e
IRWO: 1969-DO.149
DWO ND: 1969-07
0
SEE ELEVATION ANCHOR BALES WITH
2zAz.
STA22*4' KES
R B
-
❑ ❑ ❑
❑ ❑
ol V
I
LOUSE SpL PLACED BY SHOVEL
AND LIGHTLY COMPACTED ALONG
pp�� �,A�E,�� THE UPSTREAM EDGE OF BALES.
�t LOLL
2•-4•
ROC
TEMPO ARY
PLY1W00 CM�
TEMPORARY
BACKFILL
6' TO
/ PIPE 8"
CROSS =110N
CURB INLET PROTECTION "A"
N.T.S.
TEEL OR WOOD POST AT 10.0' C.C.(MAX)
WERE FABRC (10 GA LINE WIRES MIN..
12 1/2 GA. INTERMEDIATE WIRES MRI.)
—MNAFI 1DOX OR APPROVED EWE.
b y�Y
N S �, MlCHIX2 FABRIC RJ 4'za"
TRENCH. BACKFILL h COMPACT
C
FLOW EXIST. GROUND
I'
POST DPTONS:
WOOD = 4•z4* OR J" MIN, DIA.
STEEL - 1.33 L.BS/FT, MIN.
HIGH FLOW SILT FENCE DETAIL
N.T.S
HAY OR STRAW CHECK DAM
STANDARD
CMU BLOCK
/ INLET
RETAINING
BOARD PC
WI
\-./ ROCK
— CURB
PLAN VIEW CROSS SECnON
ALTERNATE 1
CURB INLET PROTECTION W.B"
N. T. S.
N. T. S.
WOOD STAKES O 6' TO 8' O.C.
2212 (OR APPROVED EQUAL)
INLET
SECURELY BOUND
BALES REWIRED
FLow
VWA
I
FOR OURABILItt
. EXISTING
PAVEMENT
ANY OTHER AREAS AS ORECHB BY THE ENQNEER.
\\
2. THE CONTRACTOR SNAIL PROMGE AND MAINTAIN HAY BALES
ARgNO MY OPENINGS INTO THE STORM SEWER SYSTEM UNTIL
ITEM 21.8 (d)
ROCK FOR FOUNDATION" TRANSITION 70
ME PROJECT IS COMPLETTD.
(3'-5 ROCK) PAVED SURFACE
STRAW OR 2-2".2' WOOD
PLAN VIEWROA'
LEISTNG
NOTE:
HAY BALE STAKES PER BALE
GRADE TO DRAIN AWAY FROM
\\ \\
STABRJ7AT10N AND STREET PAVED
LOOSE SOIL PLACED BY SHOVEL
SURFACE. DRAINAGE MUST FLOW
Wt
AWAY FROM ENTRANCE
AND LIGHTLY COMPACTED ALONG
50.0 MIN.
}1
TRt
GRADE U
PREVENT RUNOFF
FINISH THE UPSTREAM EDGE OF BALES.
M
FROM LEAVEN 9 8" NLN..
,�„•,•,�,�.•it
GwMTOP1Ell IL Ulkie
ANCHOR BALES WITH
I' 4, FLOW
GRADE FILTER FABRIC
y^^V^"/^�^"'^•"�•^-1•�
2-2"z2"z4' STAKES
APPROVED PROFILE
PER BALE
N.T.S.
THIS DOCUMENT IS RELEASED FOR THE PURPOSE
WEDGE LOOSE HAY OR
OF NTERM REVIEW UNDER THE AUTHORITY OF CHMSTOPHER
M. JONES, P.E. 82881 ON 09/14/00. IT IS
STRAW INTO ANY GAP
NOT TO BE USED FOR CONSTRUCTION. BIDDING OR
12' MIN.
DITCH BASE WIO1H
BETWEEN BALES.
SEE PIAN
ELE"noN
TYPICAL ENTRENCHED BALE PLACEMENT
N.T.S.
CONSTRUCTION FRAME OF 2"z4%
LUMBER AS SHOWN, TIE STRAW
BALES TO FRAME WITH TWINE OR
ROPE
INLET
TWO STAKES TO BE
USED TO ANCHOR
EACH BALE
k GUTTER
STRAW SALE SEDIMENT BARRIER TO BE USED �� t✓�..
AROUND INLETS AND OTHER OPENINGS INTO
DRAINAGE SYSTEMS THROUGHOUT CONSTRUCTION ALTERNATE 2
CURB INLET PROTECTION "B"
ANCHOR FABRIC N 4'z4"
TRENCH. BACKFILL 6 COMPACT
EXIST. GROUND
FLOW
a•
u
LOW FLOW SILT FENCE DETAIL
11' . 1 ' 1;; • almlazi
N.T.S.
z
z
_ —
EMBEDMENT DETAIL
ANGLE FIRST STAKE TOWARD
PREVIOUSLY WO BALE
/4 RE -BAR OR EQUIV. _ /
CASE NAME AUDI
CASE NUMBER: 0100-45
LACADDN: PROPOSED LOT 2, BLOCK 1,
VETTE ADDITION
MAYOR SECRETARY
OATE
PLANNNC AND ZONING COMMISSON
CHAIRMAN
DAIS:
FLEET: �8_OF 14
APPROVAL DOES NOT AUTHMZE ANY WORK
IN CONFLICT WITH ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
111101-15 IS A REWEST FOR APPROVAL OF CONDITIONAL
USE PERMIT TO ESTABLISH AN AUTOMOTIVE DEALERSHIP
WITH SALES AND SERVICE OF NEW AND USED VEHICLES,
A FIXITY -FT POLE SIGN, TWO TWENTY -FT POLE SICNS
AND AN ON -$ITE CAR WASH LOCATED AT 2501 W1WAM
AVENUE,
A REQUEST IS MADE TO WAIVE REOIARED INTERNAL
CROSS ACCESS TO ADJACENT DEVELOPMENTS SO THAT
SITE CAN BE SECURED AFTER HOURS
IRM. 1989-DO.149
OWO//D- 196'.
FLow
VWA
I
50.0 MIN.
. EXISTING
PAVEMENT
ANY OTHER AREAS AS ORECHB BY THE ENQNEER.
IN
MIN
M
,NCTCOG
2. THE CONTRACTOR SNAIL PROMGE AND MAINTAIN HAY BALES
ARgNO MY OPENINGS INTO THE STORM SEWER SYSTEM UNTIL
ITEM 21.8 (d)
ROCK FOR FOUNDATION" TRANSITION 70
ME PROJECT IS COMPLETTD.
(3'-5 ROCK) PAVED SURFACE
EROSION CONTROL DETAIL
PLAN VIEWROA'
LEISTNG
NOTE:
DWAY
GRADE TO DRAIN AWAY FROM
STABRJ7AT10N AND STREET PAVED
CONTRACTOR TO PROVIDE EROSION CONTROL
MEASURES ALONG THE BORDERS OF THE SUBJECT
SURFACE. DRAINAGE MUST FLOW
Wt
AWAY FROM ENTRANCE
TRACT OF LAND. THE CONTRACTOR MAY USE
50.0 MIN.
}1
TRt
GRADE U
PREVENT RUNOFF
ROADWAY
M
FROM LEAVEN 9 8" NLN..
,�„•,•,�,�.•it
GwMTOP1Ell IL Ulkie
EXISTING
FENDING KONG THE PROPERTY LINES.
GRADE FILTER FABRIC
y^^V^"/^�^"'^•"�•^-1•�
UNDERLINER
(MIRAFfNL OR
OEQUAL)
APPROVED PROFILE
CONSTRUCTION ENTRANCE
N.T.S.
THIS DOCUMENT IS RELEASED FOR THE PURPOSE
CASE NAME AUDI
CASE NUMBER: 0100-45
LACADDN: PROPOSED LOT 2, BLOCK 1,
VETTE ADDITION
MAYOR SECRETARY
OATE
PLANNNC AND ZONING COMMISSON
CHAIRMAN
DAIS:
FLEET: �8_OF 14
APPROVAL DOES NOT AUTHMZE ANY WORK
IN CONFLICT WITH ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
111101-15 IS A REWEST FOR APPROVAL OF CONDITIONAL
USE PERMIT TO ESTABLISH AN AUTOMOTIVE DEALERSHIP
WITH SALES AND SERVICE OF NEW AND USED VEHICLES,
A FIXITY -FT POLE SIGN, TWO TWENTY -FT POLE SICNS
AND AN ON -$ITE CAR WASH LOCATED AT 2501 W1WAM
AVENUE,
A REQUEST IS MADE TO WAIVE REOIARED INTERNAL
CROSS ACCESS TO ADJACENT DEVELOPMENTS SO THAT
SITE CAN BE SECURED AFTER HOURS
IRM. 1989-DO.149
OWO//D- 196'.
FLow
VWA
BOUND
Y BALFS
-ANCHORING D TAI
EROSION CONTROL NOTES
L WRING THE CONSTRUCDON PERIOD THE CONTRACTOR SHAM
PROVO E AND MAINTAIN HAY BALE CHECK DAMS PER THE
DETAIL, N THE AREAS NOK.ATED ON i GRADING PLAN AND
ANY OTHER AREAS AS ORECHB BY THE ENQNEER.
2. THE CONTRACTOR SNAIL PROMGE AND MAINTAIN HAY BALES
ARgNO MY OPENINGS INTO THE STORM SEWER SYSTEM UNTIL
ME PROJECT IS COMPLETTD.
EROSION CONTROL DETAIL
N.T.S.
NOM
CONTRACTOR TO PROVIDE EROSION CONTROL
MEASURES ALONG THE BORDERS OF THE SUBJECT
Wt
TRACT OF LAND. THE CONTRACTOR MAY USE
}1
TRt
EITHER THE HAY BALE, AS SHOWN, OR SILT
,�„•,•,�,�.•it
GwMTOP1Ell IL Ulkie
FENDING KONG THE PROPERTY LINES.
y^^V^"/^�^"'^•"�•^-1•�
AAL
THIS DOCUMENT IS RELEASED FOR THE PURPOSE
OF NTERM REVIEW UNDER THE AUTHORITY OF CHMSTOPHER
M. JONES, P.E. 82881 ON 09/14/00. IT IS
NOT TO BE USED FOR CONSTRUCTION. BIDDING OR
PERMIT PURPOSES.
CASE NAME AUDI
CASE NUMBER: 0100-45
LACADDN: PROPOSED LOT 2, BLOCK 1,
VETTE ADDITION
MAYOR SECRETARY
OATE
PLANNNC AND ZONING COMMISSON
CHAIRMAN
DAIS:
FLEET: �8_OF 14
APPROVAL DOES NOT AUTHMZE ANY WORK
IN CONFLICT WITH ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
111101-15 IS A REWEST FOR APPROVAL OF CONDITIONAL
USE PERMIT TO ESTABLISH AN AUTOMOTIVE DEALERSHIP
WITH SALES AND SERVICE OF NEW AND USED VEHICLES,
A FIXITY -FT POLE SIGN, TWO TWENTY -FT POLE SICNS
AND AN ON -$ITE CAR WASH LOCATED AT 2501 W1WAM
AVENUE,
A REQUEST IS MADE TO WAIVE REOIARED INTERNAL
CROSS ACCESS TO ADJACENT DEVELOPMENTS SO THAT
SITE CAN BE SECURED AFTER HOURS
IRM. 1989-DO.149
OWO//D- 196'.
r
I
ai
R-3574.72'
T_121.32'
L-242.55'
CHIN 02'07'24'
CD=242.51'
Fi
N
S }
�y 3
EM-
O
I
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® � BM 1
4Ji
4 m
a
lQ �
A --03'S8'52'
R-
L_
POINT a
BEGINNING
tom. '
REMAINDER OF
HERMAN SMITH & COMPANY
(VOL 12527, PG. 2193)
BENCHMARKS
BM t SE i o CUT ON WEST TOP OF UR E NCE ROAD OF 121
190'1 NORTH OF CENTER UNE OF ARUNGTON-GRAPEVINE RD. ELEV.-576.87
BM 2 SET -a' CUT IN NORTH SIDE SS MH CONCRETE PAD 70D't EAST OF
CENTER UNE OF SERVICE ROAD OF SH 121 OF MUNGTON-GRAPEVINE ELEV.-575.89
BM 3 FOUND 'O' CUT, WEST HEADWALL ARINGTON-GRAPEVINE RD., 0.25 MILES
FROM WI D, TATE RD. E1EV.-575.78
# STA H14N DREW -Y r OAR
NS AU
45'
1 i`{ 1-5� 5ANWO T I
BOLLARD
d9
ELECTRIC METER
�.
POWER POLE
�.
0' RUC
MIFSCATHE7A--
WATER METER
S 89'59'00" E
607.80'
AvO
IRRIGATION CONTROL. VALVE
FIRE HYDRANT
_
_
MI Q,.
MANHOLE
�\
GAS METER
�❑
TRAFFIC SIGNAL CONTROL
�•
TRAFFIC SIGNAL POLE
-0
TELEPHONE BOX
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TV BOX
ry •
MG POLE
RaT
TRAFFIC SIGN
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HERMAN SMITH &COMPANY
(VOL 12527, PG 2193)
/
; o0
1
I ._lI
t
-
- -
Y� + ,U
STA 2+10 52 UNE " I"
I
-' I
8.489 ACRES(GROSS)
i -
END Puw 5 FROM BUILDING FACE _ r - {369,774 SF}
� DOLL
FROM& PDG 0.989 ACRES (R.O.W.)
i T _.... END *RUC 5' FROM BOLDING FACE
- - (43,072 Sr) 't1r w ,
24 FT
,-8• PLUG NSTAk+l.80.84 UNE 'W- • ACR '
_ s (NET)
-- TA 042957LRNE 'S5 -,A' 'R' S5� 1-B' 45'
SEND
7 500 ES
n' BUILDMC F '�
I `--{"r I ',�Y `(' .. NSTN1 � � 0,4. z � I _ _. � (326,703 SF) --
CLEANOUT li Fn STA 1+56.28 UNE
NSTA4._. i .. •t / 1,6a rE
1-8" 45• BETA
I _.: I f I `{ A D+00 DINE •55_iA. I _ ... _ ; ._ _ ... - `�. + . -�
K u1
S ALL: t
-8' 4T BEI x�c 1- TA 1. .28 UNE
'W 1'
t TA 0+00 UNE "W-tA I "f f • i /„(,e*
= STALL:
-e' TEE
1
I.-rA4 { ..
T �575ts Ik -
FL-SBQ97 / smm''SbE 7 f -` - - - .Sj _ _ J M1 / . n ... _..
EI SAM g
STA 0+00 UNE "W -I
{ /
CONNECT EMTET
�'_�.. .� ., ...: �.....�,.......,., .._.. _.-..._.tel
(� iF-9t8�a7Rt GE'W- .
SANITARY SEr4R u 1-10'. REM16F - - - - - - T� 4i 2 �fJT'
m{: INSTAL -=-r`" - - -1CAY - - - -fines 70.46'20' W-
1-10• � BEND -. - -
--, =- -
PROPOS 7.5 T -OF -WAY DEDICATION, - C0=/10.14 'X- OAIt
+
r �r®F171^ 1
h 27
r
278.13'
- - - - - - - - - - - - - - - - M 2
.... _...._-_ .____._._.__ -.. - ... ._... ._ .._.....__. .-�.._- r r r r r r
Pd a ®SPEC T PA RK WA H /
HWY #157 JOINT VENTURE +
(VOL. 10123, PG. 77)
WATER AND SANITARY SEWER GENERAL NOTES
1. UNLESS OTHERWISE NOTED, ALL CONCRETE SHALL BE CLASS -A-, (3000 PSI).
2. ALL WATER MANS SHALL BE PVC C90D, DR 18, CLASS 150.
3. WATER AND SANITARY SEWER SERVICES SHALL MEET PLUMBING CODE REQUIREMENTS.
4. ALL WATER MAINS UNLESS OTHERWISE NOTED SHALL HAVE A MINIMUM COVER OF 48" BELOW FINISHED
GRADE.
5.SANITARY SEWER PIPE SHALL BE PVC SDR -35.
6. WHEN WATER MAINS AND SANITARY SEWERS ARE INSTALLED, THEY SHALL BE INSTALLED NO CLOSER TO
EACH OTHER THAN NINE FEET IN ALL DIRECTIONS AND PARALLEL. LINES MUST BE INSTALLED IN SEPARATE
TRENCHES. WHERE THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE FOLOWNG
GUIDELINES SHALL APPLY.
(A) WHEIRE A SANITARY SEWER PARALLELS A WATERLINE. THE SEWER SHALL BE CONSTRUCTED OF CAST
IRON, DUCTILE IRON OR PVC MEETING ASTM SPECIFICATIONS WTH A PRESSURE RATING FOR BETH
THE PPE AND JOINtS OF 150 PSI. THE VERTICAL SEPARATION SHALL BE A MINIMUM OF TWO FEET
BETWEEN OUTSIDE DIAMETERS AND THE HORIZONTAL SEPARATION SHALL BE A MINIMUM OF FOUR
OUTSIDE DIAMET
FEET BETWEEN ERS THE SEWER SHALL BE LOCATED BELOW THE WATERLINE.
(8) WHERE A SANITARY SEWER CROSSES A WATERUNE AND THE SEWER IS CONSTRUCTED OF CAST IRON.
DUCTILE IRON OR PVC WITH A MINIMUM PRESSIME RATING OF 150 PSI, AN ABSOLUTE MINIMUM
DISTANCE OF SIX INCHES BETWEEN OUTSIDE DIAMETERS SHALL BE MAINTAINED, IN ADDITION. THE
SEWER SHALL BE LOCATED BELOW THE WATERLINE WHERE POSSIBLE AND ONE LENGTH OF THE
WHERE SEWER SEWER PIPE MUST BE CENTERED ON THE WATERLINE
(C) TED OF ABS MUSS
PIPE, SIMI SEMIIR-RdDSPLASTIC COMPOSITE PIPE, CLAY PIPE ORS UNDER A WATERLINE AND THE SEWER SCONCRETECPI E WTH GA KETED
JOINTS, A MINIMUM TWD FOOT SEPARATION DISTANCE SHALL BE MAINTAINED. IN ADDITION, THE
SEWER SHALL BE LOCATED BELOW THE WATERLINE WHERE POSSIBLE AND ONE LENGTH OF THE
SEWER PIPE MUST BE CENTERED ON THE WATERUNE.
(D) WHERE A SEWER CROSSES OVER A WATERLINE ALL PORTIONS OF THE SEWER WITHIN NINE FEET OF
THE WATERLINE SHALL BE CONSTRUCTED OF CAST IRON. DUCTILE NON OR PVC PPE NTH A
PRESSUREPRESSE RATING OF AT LEAST 150 PSI USING APPROPRIATE ADAPTERS. IN LIEU OF THIS
PROCEDURE, THE NEW CONVEYANCE MAY BE ENCASED IN A JOINT OF 150 PSI PRESSURE CUSS
PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE NEW CONVEYANCE. THE
SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE FEET INTERVALS NTH SPACERS
OR BE FRIED TO THE SPRING UNE NTH WASHED SAND. THE ENCASEMENT PPE SHOULD BE
CENTERED ON THE CROSSING AND BOTH ENDS SEALED NTH CEMENT GROUT OR MANUFACTURED
SEAL
(E) THE SEWER NEED NOT BE DISTURBED WHERE A NEW WATERLINE IS TO BE INSTALLED PARALLEL TO
AN EXISTING SEWER THAT SHOWS NO EVIDENCE OF LEAKAGE AND THE WATERUNE IS INSTALLED
ABOVE THE SEWER A MINIMUM OF TWO FEET VERTICALLY AND FOUR FEET HORIZONTALLY. SHOULD
EXCAVATION FOR THE WATERLINE PRODUCE EVIDENCE THAT THE SEWER IS LEAKING, THE SEWER MUST
BE REPAIRED OR REPLACED AS DESCRIBED IN SUBPARAGRAPHS (A) OR (D) OF THIS PARAGRAPH.
A NEW
(F) THE SEVER NEED NOT BE DISTURBED WHERE WATERLINE IS m CROSS OVER (By TWO FEET OR
MORE) EXISTING SEWER SHOWNG NO EVIDENCE OF LEAKAGE. SHOULD EXCAVATION FOR THE WATERUNE
PRODUCE EVIDENCE THAT THE SEWER IS LEAKING, THEN THE SEWER MUST BE REPAIRED OR REPLACED
AS DESCRIBED N SUBSECTIONS (C) ON (D).
7. CONTRACTOR TD VERIFY ALL EXISTING SEWER FLOW LANES BEFORE BEGINNING CONSTRUCTION.
8. CONTRACTOR SHALL TE A 1" WIDE PIECE OF RED PLASTIC FLAGGING TO THE END OF SEWER SERVICE AN
SHALL LEAVE A MINIMUM OF 38" OF FLAGGING EXPOSED AFTER BACKFILL AFTER CURB AND PAVING IS
COMPLETED, CONTRACTOR SHALL MARK THE LOCATION OF THE SEWER SERVICE ON THE CURB OF ALLEY
IN ACCORDANCE NTH THE STANDARD CITY SPECIFICATIONS.
9. ALL SANITARY SEWER LINES SHALL BE TESTED IN ACCORDANCE WTH THE STANDARD CITY SPECIFICATIONS.
10. THE UTIUTY CONTRACTOR SHALL INSTALL THE WATER SERVICES TO A PONT TND (2') FEET BACK OF THE
CURB UNE AT A DEPTH OF 12 INCHES. THE METER BOX SHALL BE FURNISHED AND INSTALLED BY THE
CONTRACTOR AFTER THE PAVING CONTRACTOR HAS COMPLETED THE FINE GRADING BEHIND THE BACK OF
THE 18. EACH SERVICE LOCATION WILL BE MARKED ON THE CURB, WTH A BLUE LETTER •W BY THE
Ui1LItt CONTRACTOR ANO TPD TD PROPERTY CORNERS ON THE 'RECORD DRANNGS'.
11. ALL METER BOXES SHALL BE LOCATED IN NON -TRAFFIC AREAS.
12. UTILITY TRENCHES SHAM BE BACKFILLED WTH MATERIAL MEETING NCTCOG ITEM 6.2.10 AND MECHANICALLY
COMPACTED IN Ir LIFTS TO THE TOP OF THE SUBGRADE TO A MINIMUM OF 959 STANDARD PROCTOR
DENSITY.
13. VALVE BOXES SHALL BE FURNISHED AND SET ON EACH GATE VALVE. AFTER THE FINAL CLEAN -LP AND
ALIGNMENT HAS BEEN COMPLETED. THE CONTRACTOR (UnUTY) SHALL POUR A CONCRETE BLOCK 24"X24"X6'
AROUND ALL VALVE BOXES TOPS SO THE FINISHED GRADE IS LEVEL WTH THE FINISHED GRADE.
14. P REQUNED DUE M CONSTRUCTION, POWER POLES TO BE BRACED OR RELOCATED AT CONTRACTORS
EXPENSE.
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PART OF
HERMAN SMITH & COMPANY
(VOL 14245, PG. 590)
SE OF TF
CNNMi0P1Elt M. JOIEB
�`Ta,T!l7ER��
THIS DOCUMENT IS RELEASED FOR THE PURPOSE
OF INTERIM RENEW UNDER THE AUTH018TY OF CHNSTORIER
M. JONES. P.E. 82881 ON 09/14/00. IT IS
NOT TO BE USED FOR CONSTRUCTION. BIDDING OR
PERMIT PURPOSES.
N
0 20 40 80 120
GRAPHIC SCALE IN FEET
SH 114
N
DALLAS- FT. WORTH
INTERNATIONAL AIRPORT
MAPSCO 27X
MINI Y MAP
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CASE NAYS AUDI
CASE NUMBER: CUOD-45
LOCATION: PROPOSED LOT 2, BLOCK 1.
VETTE ADDITION
MAYOR SECRETARY
DATE
PWNNG AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEEP yOF __IA_
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT WDM ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
111100-45 IS A REO/EST FOR APPROVAL OF CONDITIONAL
USE PERMIT TO ESTABLISH AN AUTOMOTIVE DEALERSHIP
PATH SALES AND SERVICE OF NEW AND USED VEHICLES,
A FORTY -FT POLE SIGN, TWO TWENTY -FT POLE SIGNS
AND
AN ON-SITE CAR WASH LOCATED AT 2501 WILLIAM
D. TATE AVENUE.
A REQUEST IS MADE TO WAIVE REWIRED INTERNALE
CROSS ACCESS TO ADJACENT DEVELOPMENTS SO THAT
SITE CAN BE SECURED AFTER HOURS
J.j Pacheco Koch Cc
® 9401 LBJ FREEWAY SUITE 300 DALLAS, TEXAS 75243 972.235.3031
WATER A SANITARY SEWER PLAN
AUDI DEALERSHIP @ GRAPEVINE
J. CATES SURVEY, ABSTRACT NO. 315,
PROSPECT PKWY @ S.H.121
C/TYDFGR.4PeWW6,, TEXAS
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HERMAN SMITH & COMPANY
(VOL 12527, PC. 2193)
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NOTE,
L CONTRACTOR M FO1.17V THE CRITERIA AND REGULATION
FOR PRESERVING TREES.
P NO TREE SMALL BE CUT DOVN OR REMOVED WITHOUT
PERMIT FROM THE CITY OF GR PEVIW- TEXAS
3. CONTRACTOR TO CLEAR AND L;" FOR SITE
GRADING AND DRAINAGE EXISTING VEGETATION.
4. DO NOT REMOVE ANY TREE OVER 61 CALIPER
VITMUUT APPROVAL DY ARCHITECT AND CITY OF GRAPEVINE.
5. KING TD THE ATTENTION OF ARCHITECT FDR APPROVAL
REMOVAL OF AND LIMITS OF VEGETATION REMOVAL
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AUDI DEALERSHIP @ GRAPEVINE
„�„ �,,,,a. J. GATES SURVEY, ABSTRACT NO. 315,
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AUDI DEALERSHIP @ GRAPEVINE
„�„ �,,,,a. J. GATES SURVEY, ABSTRACT NO. 315,
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SCALE: I IW : 1'-0•
CASE NAME: ADI
,,..CASE NUMBER: CUOD-4O
LOCATION: PROPOSED LOT 2, MOCK 1.
VETTE ADDITION
MAYOR SECRETARY
DATE
PLANNING AND ZONING COMIASSION
CHAIRMAN
DATE
SHEET:12 OF 14
APPROVAL DOES NOT AUTHORIZE ANY WORK
N CONFLICT MIN ANY CODES OR
ORDNANCES
DEPARTMENT OF DEVELOPMENT SERVC
01J00-43 15 A REQUEST FOR APPROVAL OF CONDITIONAL
USE PERMMT TO ESTABLISH AN AUTOMOTIVE DEALERSHIP
WITH SALES AND SERVICE OF NEW AND USED VEHICLES,
A FORTY -FT POLE SIGN, TWD TWENTY -FT POLE SIGNS
AND AN ON-SITE CAR WASH LOCATED AT 2501 WIWAM
D.
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CROSS ACCESS'. 10 ADJACENT DEVELOPMENTS SO THAT
SITE CAN BE SEWRED AFTER HOURS.
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PREFORMANCE AUDI SALES FACILITY - 1ST FLR
19,075 SF +/-
PREFORMANCE AUDI SALES FACILITY - 2ND FLR
2,500 SF +/-
PREOWNED FACILITY
1,245 SF +/-
FUTURE EXPANSION
4,700 SF +/-
TOTAL COMPLEX 27,520 SF +/-
02
SECOND FLOOR PLAN aNN
N
I76' -r
CUOO-45 IS A REQUEST fOiT APPROVAL OF CONDITIONAL
USE PERMIT TO ESTARLISH AN AUTOMOTIVE DEAIERS.P
01 FIRST FLOOR PLAN R N TIO SALES AND SERNF GE NEW AND USED VEHICLES,
A FORTY - POLE SIGN, TWO TWENTY -FT PDLE SCIS
SCALE. 1118 i'-0' N AND AN ON-SITE CAR WASH LOCATED AT 2501 W4JJAM
TATE AffaL
A REOUEST IS MADE TO WAIVE REQUIRED INTERNAL
CROSS ACCESS TO ADJACENT DEVELOPMENTS SO THAT
SITE CAN DE SECURED AFTER HOURS.
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DATE SEALER I. /�•cr%
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09.14.00- CRY RENEW
FLOOR
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OF
SOUTH ELEVATION
3CMF: 1!M
4 Q Q
02 NORTH ELEVATION
SCALElAr - i'-0'
NOW SEAN YE
MR N -I TEW
SA59 N
DOER N R1
i SYS EM
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01 WEST ELEVATION
SCALE: TIE— i'-0"
4
T
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05 40 FOO POLE SIGN
1
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15N OF EACH WALL MAY'DWAIN A NML 971.
2 MA10MT IEOUMOM DI NTS OF XCR54 SKILL IE MET.
1OX OF TIE 10TK JKWADR WAIS 91AL1 4: MASO Y MATE161A1
CASE NAME: AUDI
CASE NUMBER: CUM -45
LOCATION: PROPOSED LOT 2 BLOCK 1.
VETTE ADDITION
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 13_ OF _L4_
APPROVAL DOES NOT AUTHORIZE ANY WORK
N CONFUCT WITH ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
IOUW-45 IS A REQUEST FOR APPROVAL OF CONDITIONAL
USE PERMIT TO ESTABLISH AN AUTOMOTIVE DEALERSHIP
TATE AVENUE,
PATH SALES AND SERVICE OF NEW AND USED VEHICLES.
A FORTY -FT POLE SICN, TWO TWENTY -FT POLE SIGNS
AND AN ON-SITE CAR WASH LOCATED AT 2501 YALUAM
A REQUEST IS MAGE TO WAIVE REWIRED INTERNAL
CROSS ACCESS TO ADJACENT DE`ELOPMENTS SO THAT
SITE CAN BE SECURED AFTER HOURS.
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DATE SEALED: T /4' w
DATE ISSUED FOR
06.07.00 CITY REVIEW
09.14.00 CITY RENEW
EXTERIOR
ELEVATIONS
Ae rrortn No. 1 085
R42T No.
OF
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SCALE: TIE— i'-0"
4
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2 MA10MT IEOUMOM DI NTS OF XCR54 SKILL IE MET.
1OX OF TIE 10TK JKWADR WAIS 91AL1 4: MASO Y MATE161A1
CASE NAME: AUDI
CASE NUMBER: CUM -45
LOCATION: PROPOSED LOT 2 BLOCK 1.
VETTE ADDITION
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 13_ OF _L4_
APPROVAL DOES NOT AUTHORIZE ANY WORK
N CONFUCT WITH ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
IOUW-45 IS A REQUEST FOR APPROVAL OF CONDITIONAL
USE PERMIT TO ESTABLISH AN AUTOMOTIVE DEALERSHIP
TATE AVENUE,
PATH SALES AND SERVICE OF NEW AND USED VEHICLES.
A FORTY -FT POLE SICN, TWO TWENTY -FT POLE SIGNS
AND AN ON-SITE CAR WASH LOCATED AT 2501 YALUAM
A REQUEST IS MAGE TO WAIVE REWIRED INTERNAL
CROSS ACCESS TO ADJACENT DE`ELOPMENTS SO THAT
SITE CAN BE SECURED AFTER HOURS.
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DATE SEALED: T /4' w
DATE ISSUED FOR
06.07.00 CITY REVIEW
09.14.00 CITY RENEW
EXTERIOR
ELEVATIONS
Ae rrortn No. 1 085
R42T No.
OF