HomeMy WebLinkAboutItem 03 - CU00-45 Audi ITEM
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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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Dove Aa. 5? APPLICANT: Christopher M. Jones
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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
--- 0 property has approximately 440 feet of frontage
F Glade Rd. — c —i _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. pole 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.
0:/ZW/W00-45.4 1 October 6,2000(12:17PM)
PRESENT ZONING AND USE:
The property is currently zoned "CC", Community Commercial District and is undeveloped.
HISTORY OF TRACT AND SURROUNDING AREA:
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.
SURROUNDING ZONING AND EXISTING LAND USE:
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
AIRPORT IMPACT:
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(5:1 1 PM)
MASTER PLAN APPLICATION:
The Master Plan designates the subject property as Commercial. The proposed car
dealership complies with this designation.
THOROUGHFARE PLAN APPLICATION:
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.
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0:/zcu/C000-45.4 3 October 6, 2000(12:17PM)
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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 n
Size of subject property
8.489 Ass 369,774 Square footage
Present zoning classitication: Proposed use of the property.
Community „ „
Commercial C �utomotive 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'B J.
❑ The site plan submission shall meet the requirements of Section 47,Site Plan Requirements,and Section 45.E.
2
RFrFIVED
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 she of the agenda,your application may be scheduled to a later date. ( ,
All public hearings will be opened and testimony given by applicants and Interested citizenry. Public hearings ma�'"n VA 0 rleTCt public
hearing. Public hearings will not be tabled.
❑ 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.
❑ 1 have read and understand aft the requirements as set forth by the application for conditional use or conditional use permit and acknowtedge 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 ` lit `/,t S
Before Me A'cd r-r?a GG1 o J-7 on this day personalty appeared_cl,r s 4-0 0 e
(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 Texas `
of F+`� COMM,Expires 3-302003 Notary In And For State Of Texas
°Print Property Owners Name: Property Owner' Signature:
The State Of
K
County Of�� A
Before Me Lo f�1 �� �� on this day personally appeared L'�n Gr f .5
(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 of office 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
3
RECEI
AUG 0 7 2000
CHRYSLER*PLYMOUTH*JEEP*VOLKSWAGEN
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
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.
4
l
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 C000-45
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.
NOW, 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. C000-45 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.
,u
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.
PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS on this the 17th day of October, 2000.
APPROVED:
ATTEST:
APPROVED AS TO FORM:
ORD. NO. 4
s
m �
uuNSTRUCTION
FOR RECEIVED
AUDI DEALERSHIP GRAPEVINE SEP 3 2000
LOT2
BLOCK I
8.489 ACRES
J. CA TES SURVEY, ABSTRACT No. 315,
CI TY OF GRAPEVINE, TARRANT COUNTY, TEX4 S
}
FOR DRAWING SHEET INDEX
SHEET DESCRIPTIAN
® Architecture a Planning=Interior Design FINAL PLAT
6114 FARINGDON GRAPEVINE, TEXAS SH r�4 rt/\/_j—^�'�/\j CIA SITE PLAN CAASE NAME:Mu �OO-4
214-929 6196 i LOCATION:PROPOSED LOT 2.BLOCK 1,
sH 114 * C2.1 DIMENSIONAL CONTROL PLAN `ETTE ADOITIGN
OWNERMEVELOPER CASTLEGATE C3.1 PAVING PLAN MAYOR SECRETARY
5� C3.2 PAVING DETAILS DATE-
PLANNING AND ZONING CONNI55lOtN
DALLAS- FT. WORTH C4.1 GRADING&DRAINAGE PLAN
INTERNATIONAL AIRPORT CIIARMAN
s C5.1 EROSION CONTROL PLAN DATE:
a PROJECT LOCATION
C5.2 EROSION CONTROL DETAILS $.MT—1-0E-L4-
C6.1 WATER&SANITARY SEWER PLAN APPROVAL DOES NOT AUTHORIZE ANY WOW(
COMMERCIAL ZE '' :' IN CONFLICT V41H ANY CODES OR
7 '" ORDINANCES
4809 RILL DIMMONS ROAD COLLEYVILLE, TX ARLINGTON
817-858-6286 MAPSCO 27X DEPARTMENT OF DEVELOPMENT SERVICESIIUO W
2
V�/�� ��/ � MAP
USE PERMIT
A REQUEST FOR APPROVAL Of DEALERSHIP
ca
!V_ I /A-/1! USE SALES TO ESTABLISH AN AUTOMOTIVE DEALERSHIP 41
YATN SALES AND SERVO E OF NEW AND USED VFNIIXES, 4
PREPARED BY A FORTY-FT POLE SIGN,TWO TWENTY-FT POLE SIGNS
AND AN ON-SITE CAR WASH LOCATED AT 2501 VALUAM O
A REQUEST IS MADE TO WAIVE REQUIRED INTERNAL
g d CROSS ACCESS TO ADJACENT DEVELOPMENTS SO 114AT
p • • • SITE CAN BE SECURED AFTER HOURS. h
€� �Y� 9401 LDJ FREEWAY SUITE 300 DACHAS, TEXAS 75243 972235.3031
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THIS DOCUMENT IS RELEASED FOR THE PURPOSE
OF INTERIM RENEW UNDER THE AUTHORITY OF CHRISTOPHER
j M.JONES.P.E.82e81 ON 09/14/00.17 IS
NOT TO BE USED FOR CONSTRUCTION,BIDDING OR
goPERMIT PURPOSES.
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CtAR TABLE ES LINE TABU ESMT LINE TABLE
• ' CURVE LENGTH RADIUS
IUS -DELTA TANCEN LINE tENG1H REMIND THE 7ffNGDi REARING BENCHMARKS
BM 1 SE! O CU7 UN LEST TOP OF AS SERVICE ROAD OF SH t 1
Cf 180.02 2759.79 0310;20' 1�1431
It 10.W 589'S9'00"E lt] 46.66 S6D'39'00'E 190.E NORTH OF CENTER LINE OF ARUNCTON-(RAPE VINE R0. EIEV.�578.e7
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Ca 159.99 2]a9.79 0320'Ot' L4 58.44 N89-59'00"WL20 55.92 S66-53Y5"W CENTER LINE OF SERVICE ROAD OF SH 121 OF ARLINGTON-GRAPEVINEELEV.-575.89 0 20 40 80 120
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Lib 53.46 S6"3'15"W PARKING TABULATION
i 1/2-INCH IRON ROD PARKING SPACES PARKING SPACES HANDICAP DISPLAY PARKING CUSTOAER PARKING SERVICE STORAGE EMPLOYEE PARKING DALLAS-FT.WORTH
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d� g g g 7 rJ (43,072 SF)-. /
Z ill A �l 15 5 * !l 1f
as A
m �fi5' RLS:«z5 N� msa " -� �s ACRES (NET) CAUTION !
x5 = - �z =9 -(326,703 SF) /' / //
0
-� yy
Q e TN23 TE25' mvs m d zs ns 8 .. ... ,/ qti� / ry CONTACT:
- _-- _ /
LONE STAR GAS: 1-800-344-8377
...,,, j + `'yj� // '� � p. SOUTHWESTERN BELL tEl£.: 1-800-395-0440
1,25 PROP C CdIC R S. y� -... / �/ / �h4T _ _
.,•. 1 s 4s aas /s R4.5 u5 4.5 ) TI,1• 3s• MSZR'x4.5 13s ice/ // /! / // TEXAS ONETEXAS .ACT,CO.: 1-800-245-4545
2133
y SPACE6 a 9' n e$PAa$O 9' /\
0-01
- I g,,e I � ipNAL 9aN MS'UT SPAa6 I � Cus1dO - . /
10' T R9.s�4.5 R14. RS' /dt61 RZs R 5' b ---R25 Rzs• L)m. R,.S_ .q��Y 3 48 HOURS PRIOR TO CONSTRUCTION
Q IAIBt ESML � PROP S CENC PROP 5 COXC � � -u5-_ r 7r f\'
'1 5• 4.' � R25 I R2 R25 � // j ---� / W'� / {"�
�. t e,R !.)
G-03 54'S2' u a n, } Q
Rs2834.79• I. /o�Aas a 9• a TI 7>'Aas a 9' L1) a sagas a o' 9 e _ b .$n / / •r / I ry P.��
L-197.80' RAEr - amLAY sPAas '-`� H r'vRars--- danra Ras m o / 'o' s n i / / y
mA R-212.0'OY
--- J N 59'S9b0'W A'SEIB4CIL E91) /
i+ANS) - FWE E �� �/ 1-142.81'
_.� -••------ R HRSD'00'M T463' T•.74.22'
C'rMN 9t 49Y0'xN - - ------ 1--- -- CH=S 70•as'zo'
CD-197.76' ----- i( / RANPs PROPO L7 R GHT-O'-WAY DEDICATION MIJI'
�- ---- t_I�--------------CD_14014'-
CASE NUMBER:CUDD-45
T LOCATION:PROP ADD LOT 2'BLOCK 1.
VETTETION
paid _
...L . ' - _ A �. + SMRt 9ElE 278.E J' - - - -
MAYOR SECRETARY
38
--
POINT
+ W,4r DATE:
syl w �,. 5/8-INCH IRON X s>sn 5/B-INCH IRON PLANNING AND ZONING COMMISSION
BEGINNING'. pa + ROD FOUND / q Sps.0 RW FOUND
_ -
17YDOT MON.. CHAIRMAN
-
O + 12'-0" - - - - - DATE.
PROSPECT PARK WA Y PART OF SHEET:-2-OF_L
GENERAL NOTES HWY#157 JOINT VENTURE 84 SF SIGN AREA. MERMAN SMITH COMPANY
1.THIS PROPERTY 6 CURRENTLY ZONED'CC'COMMUNITY COMMERCIAL DISTRICT. (VOL 14245, PG. 590) APPROVAL DOES NOT AUTHOR17E ANY WORK
2.THE CURRENT LAND USE DESIGNATION AS CONTAINED IN THE COMPREHENSIVE MASTER PLAN W CONFLICT VAIN ANY CODES OR
IS COMMERCIAL •1 ORDINANCES
t3 oA5 pp p 3.ALL REQUIREMENTS OF SECTION 53,LANDSCAPING REGULATIONS SHALL BE MET.
4.ALL REQUIREMENTS OF SECTION 56,OFF-STREET PARKING REQUIREMENTS SHALL BE MET. DEPARTMENT OF OEVEAPMFNT SERVICES
5.ALL REQUIREMENTS OF SECTION 60.SIGN STANDARDS SHALL BE MET.
B.WRING THE PERIOD OF CONSTRUCTION AL THE REQUIREMENTS OF SOIL EROSION CONTROL CUIO-45 IS A REQUEST FOR APPROVAL OF CONINIONAl
ORDINANCE SMALL BE NET. 7'-0' r-0" USE PERMIT TO ESTABLISH AN AUTOMOTIVE DEALERSHIP
7.ALL WMPSTERS SHALL BE SCREENED IN ACCORDANCE VAIN SECTION 50.M3- SECTION 50.9.3. WITH SALES AND SERVICE OF NEW AND USED VE}i1CLE5,
REQUIRES ALL SOLID REFUSE WMPSTERS TO BE VISUALLY SCREENED BY SOLID WOOD FENCE A FORTY-FT POLE SIGN,TWO TWENTY-FT POLE SIGNS
OR WALL ONE FONT ABOVE THE REFUSE DUMPSTER NOT TO EXCEED 8 FEET IN HEIGHT ON ALL 31.5 SF SIGN AREA. 31.5 SF SIGN AREA AND AN ON-SITE CAR WASH LOCATED AT 250E WIWAM
SIDES(E%CEPT THE SIDE USED FOR GARBAGE PICKUP), SUCH SIDES SHALL NOT BE REQUIREDD.
TO BE SCREENED UNLESS THE SERVICE SIDE OF THE REFUSE STORAGE AREA IS VISIBLE FROM •I A NEWEST IS MADE TO WAIVE REQUIRE INTERNAL
A RESDENOAIIY ZONED DISTRICT. s CROSS ACCESS TO ADJACENT DEVELOPMENTS SD T 8.ALL PARKING FOR DISABLED PERSONS SHALL BE DESIGNATED ACCORDING TO CHAPTER 23, HAT
r
SECTION 23.6 THROUGH 24.69 OF THE GRAPEVINE CODE OF ORDINANCES SHALL BE MET. SITE CAN BE SECURED AFTER HOURS.
q•p�b
THIS DESIGNATION IS THE BLUE HANDICAPPED SIGN REQUIREMENT.
9.A TYPICAL PARKING SPACE DIMENSION IS 9 K 18 FEET. emrA ' ° e 10.THE MINIMUM DRIVING LAW WIDTHS IN ALL PRIVATE PARKING LOTS FOR 90 DECREE PARKING �j
IS A MINIMUM ON 25 FEET.
It ALL PUBLIC URUTIES SHALL BE PLACED UNDERGROUND. 9401 LBJ FREEWAY SUITE 3DO DALLAS, TEXAS 75243 972.235.303E
ENGINEERING SITE PLAN
$ NOTE DW AUDI DEALERSHIP @ GRAPEVINE
1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A FWD YEAR,25%MAINTENANCE DON ONI�TOPREII l ALES
$ ON ALL WATER,SANITARY SEWER,STORM DRAINAGE,PAVEMENT AND EXCAVATION/FILL WITHIN POLE SIGN MAY BE M FEET HIGH,SIGN POLE SIGN NAY BE 40 FEET NION.SIGN CABINET CONDITIONAL USE POLE SIGN,40 FEET 1dq®�2657�i J.GATES SURVEY,ABSTRACT NO.315,
RIGHT OF WAY OR EASEMENTS. CABINET MAY BE A MAX OF 36"DEEP,WITH MAY BE A MAX OF 36"DEEP,WWTI1 A MAX GROSS IN HEK?NI AND MAXIMUM GROSS SURFACE � PROSPECT PKWY S.H.121
i3S AMA%CROSS SURFACE AREA OF 288 SF, SURFACE AREA OF 288 S. AREA OF 288 SF. L�
GGGIII 2 THE qIY OF ONAPENNE'S INSPECTOR OVERTIME POLICY ALLOWS THE CONTRACTOR TO WORK FROM , (/(�J/
7 A.M.TO 7 P.M.,MONDAY THROUGH SATURDAY. NO WORK IS ALLOWED ON SUNDAYS. SATURDAY POLE
/� /� FOOT
a /e C / NM.EF �i�• c ,e
WORN REQUIRES A FOUR HOUR MINN4UM CHARGE. OVERTIME CHARGES OF 25 PER HOUR SHALL 8E PAID 20 FOOT POLE SIGN 20 TOO• POLE SIGN 40 FOOT POLE SIGN C1rY0.-G/iAPWV1M, TLXMS
g� BY THE CONTRACTDR TD THE CITY•FOR WORK OUTSIDE THE NORMAL WORK WEEK(I.E.8 A.M.TO 5 P.M., lld5 DOCUMENT IS RELEASED FOR THE PURPOSE
�V MONDAY 7HRU PRIOAY. SCALE: 1" - To' SCALE: 1" = 70 M. FERIM R IEWP.E 8288E AU 09/28/W. IT ISQ47E SGLf AVWS FACE Ate
/i SCALE: 1" I O' O yJ NE RENEW UNDER 1 AUTHORITY 8 CL485l IT IS
NOT TO BE USED FOR CONSTRUCTION.BIDDING OR ��a�
PERMIT PURPOSES. ) JGA SEPT1"-4O•
O 20 40 80 120
RaIAI GRAPHIC SCALE IN FEET
OF
HERMAN SMITHITH & COMPANY
t� I a (VOL 12527, PG. 2193) - SH 114
( I 1/2-INCH fRON ROD
' ( WP SEE(AIWQI• - __ GALLATI 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 629.5452 < S
f E 4oZ,ln
s __ - - - -- •�- _ E to4J.o369 g PROJECT LOCATION
14.4-
N K
r V
5 AI9'ACES 9- �118' b b \�e4 I:[
72R5' S_ ARUNCTON
MAPSCO27X
n-03*53'18 {//C/N/TY MAP
Rm3574.72' "Al. 5 mx \ L G=N E�
L-24255' 19.5 4tn' a z R9s Ras a AT (�) # z, u• - \\ "4iy�\ e. BotLARD
LE
w
tr . �' ms TT R i].5 3Y ♦\ / ELe ELECTRIC METER
CHIN 02VT2#'E s _
CO-242.51' 9aN m5 Rzs Rtr ide.. .` - Dy. 3 1 LIGHT STAND
AR
I�� ( eLANs) �, • y�� ��� AUD1 SALES FACILITY WATER METER D
f. >t�.♦19 ' R - �... - II_. i•" 20,075 S.F. - g/ WATER VALVE
>?
< < < J M7 / MI • IRRIGATION CONTROL VALVE
a a a +-ens b ^ e • a _.. \\ / HIO FIRE HYDRANT
gy2pp'
�• ( Lg PUN f Y '' -.. W CLEANOUT
R25 .. ;,� &-t .. A W \ / // VN O' MANHOLE
CAS METER
R25 RxS R25 RZ5 ." 8 _ N - ...- �>•21'36'
R-5J0.94t3• / �❑ TRAFFIC SIGNAL CONTROL
Q -16 25 65'- -18 25' 65 1 Z1.5 S- 1S 1559Y M.T fY t5... 2S 65 -.. ... L-200'19• / �. TRAFFIC SIGNAL POE
,�•9 }y ._e. a - e .. n ...e.. - T=10990
C'• ( ... }� . f3 �f Cl 3S .... _... .... CO_ 1 5 W E 80X
ns R+.r �s PART"OF 1°'v FLA80 PON
CH 5 40.41'0
HERMAN SMITH & C Fl"0 POLE
M COMPANY /
7 TD MOH. R25' Rt5 R2.0 JR25' w,py .. to' _ VOL 12527, PG. 2193 -- / /// -I FENCE LINE
( ) / RONw,, to w Ac m mS Rt5 /2 NCH
_ 0� TRAFFIC SIGN
Rts RZ5 R2.5 Res ., >z. - Jt3• ,•19LN FENCE 8.489 ACRES GROSS)_. SET
N 8.3825 / �p AOET.�RIDf
/I E 2.2337 _.....-. -- 11. C1NC tIVASONR ( .... // }
(�I•II'�' W/
{369,774 SF}. /
... •. .,a -.'. Y - 5 -INCH IRON
----a _vwm.E-' R P 2"�D 5 9� � 0.989 ACRES (R.O.W.) R o FGUNO 380 429
4, r a e . > (43,072 SF) '
A .
_ g 7 50OACRES (NET): '
s (326,703 SF).25 '
Q Rls
i15<R45 Rt5 n 1 Lam, R4S tt SPAQS•9' 1 E RI I. ...NIS
4' 110NAL
R45 9pM 8 9ACE5•9' lt.f 3S / ♦ / /
R9.5 R9.5' R4.5` M4.' (SEE MCN!MANS) "- ...
R25' 0.25 q25' R25 R2Y N RIS
UEVft RMS' l /q. / tfUdp7" FILEry
❑ INLET 5 43 R25 R25 R25' R25' R25 RL5 / + 'L' "� AJ
A�03'S9'S2" ! sP o ID SPACES•s • 9' Ru' - ro�� /•�/"
11 SPACES 0 9' 8 SPACES•9' &4
R>•2834.79' ,< so uMI PRE-oven _ .9 SPACET•9• _ M1 / / ' /N�
L�187.80' PtlF sIIN 0=3e•Jo'ozj'�/. ".w C
y� (sEE ARa Plwsy s d R.212.53'/\\ I
T 99.94' F _ 1-142.81' 5/8-INCH IRON �+ /
CHI 01'49'10"M ------_ +� T.74,22' ROD FOUND
C0-197,78' N 432-532 PROPOSED 37.5'RIGHT-OF-WAY DEDICATION CH.S 70'46'20'w
E 4J25346 d --_--
__ CASE NAME AUCI
OARe♦n2 '� CASE NUMBER C000-43
N 389.4876 LOCATION:PROPCI LOT 2,BLOCK%
xp-
VETiE ADDITION
TW NAIL _ A X
d - F NO NMAtitl='_�_--_ _- 530.38' - -
._ --� _ -" 278.13' MAYOR SECRETARY
A
POINT N"- - 8 •�- - - - '- - - - - -- _ - -
BEGINNING' •° o- + eoa4r - - DATE:
f- - - - - - - - - - - EARN I.i 5/e-INCH ON
PLANNING AND ZONING COMMISSION
ROb FOUND
CHAIRMAN
DR�(�^(C�/�/...�(/�_�TD R��. WdY DATE
l (H'V V F EV / ! A B[K I I A 8 PART OF SHEET:_}_DF 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.WO NORK+UNLESS OTHERWISE NOTED,SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC N 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.PRIOR TOEANY CONSTRUNDARO CTION,THE CO NTRAACTOR SHALL BE FAMNM WITH THE PUNS INCLUDING All NOTES,
DEPARTMENT OF DEVELOPMENT 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 SPECFlED. FAILURE ON THE PART OF THE CONTRACTOR TO BE CUOO-45 IS A REQUEST FOR APPROVAL OF CONDITIONAL
NOTE m FAMILIAR WITH All STANDARDS AND SPECIFICATION PERTAINING TO THIS WORK SHALL N NO WAY RELIEVE USE PERMIT TO ESTABLISH AN AUTOMOTIVE DEALERSHIP ALL DIMENSIONS ARE FROM BACK OF CURB THE CONTRACTOR OF RESPONSIBILITY OF PERFORMING ME WORK IN ACCORDANCE WITH ALL SUCH APPLICABLE WITH SALES AND SERVICE OF NEW AND USED VE}IICIES,TO BACK OF CURB UNLESS OIHERWSE NOTED. STANDARDS AND SPECIFICATIONS. A FORTY-FT POLE SIGN,TNO TNENTY-FT POLE SIGNS
ATE
3.THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING SUBSURFACE UTILITIES HAVE BEEN DETERMINED AND AN-SITE CAR WASH LOCATED AT 2501 WIWAN
!ROM DATA RECORDED BY OTHERS. CONTRACTOR SMALL VERIFY THAT NECESSARY CROSSING CLEARANCES
PARKING TABULATION BETWEEN EXISTING AND PROPOSED URUTIES 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 TO 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,CLFANOUTS,VALVE BOXES, 517E CAN BE SECURED AFTER HOURS,
E' FIRE HYDRANTS,ETC.- THEY MUST BE ADJUSTED TO PROPER UNE,AND GRADE BY THE CONTRACTOR PRIOR
.2 TO AND AFTER THE PUpNG OF PERMANENT PAVING AND GRADING UMJII MUST BE MAINTAINED TO PROPER
UNE AND GRADE DURING THE CONSTRUCTION OF THE PAVING FOR THIS DEVELOPMENT.
$ _ 5. 5.1 PROTECT AND MAINTAIN ROADWAY TRAFFIC THROUGHOUT THE PROJECT,PRO`ADING A MINIMUM OF ONE(1) 9401 lBJ FREEWAY SUITE 300 DALLAS, TEXAS 75243 972.235.3031
5.2 LANE-Z µDI MNNANRNTTRIN ACCESS FROM ROADWAYS CURRENTLY IN USE TO ALL DRIVEWAYS AND
m F NTERSEC71NG STREETS OR ALLEYS;
m 53 MAINTAIN NECESSARY,
IINMAL TERIM REPLACEMENT OF EXISTING DRAINAGE STRUCTURES REMOVED FOR CONSTRUCTION OF
CT DRAINAGE UNTIL NEW ORMNAGE FACILITIES ME FUNCTIONAL INCLUDING. RE �1ff`OF"r'F DIMENSIONAL CONTROL PLAN
„ NEW DRAINAGE FApURES. ,6* AUDI DEALERSHIP @ GRAPEVINE
5.4 MAINTAIN ALL.WORK AND MATERIAL STORAGE AREAS N ORDERLY ADJACENT
N,FREE OF DEBRIS AND WASTE: !i
ON COMPLETION OF CONSTRUCTION,CLEAN UP THE PROJECT AND ADJACENT AFFECTED AREAS TO ACCEPTABLE CW48TOPNER It JJNEB
6 To CONDITION,ALL AS PRONGED IN THE GENERAL CONDITIONS. -82881 J.CATES SURVEY ABSTRACT NO.315
S.
PRIOR TO COMMENCEMENT OF CONSTRUCTION,BONDS AND THREE-WAY CONTRACTS SHALL BE SUBMITTED TO THE f
s Ott CONTRACTORTHE REACHED. v PROSPECT PKWY
7 TRENCH SAFET S RESPONSIBLE FOR COMPLIANCE WITH ALL FEDERAL,STATE AND LOCAL REGULATIONS REGARDING ALE @cS.H�.1y21
g W 8.REFER TO ARCH:TECTURAL AND STRUCTURAL PLANS TO VERIFY ALL BUILDING DIMENSIONS. C/I/ OFG/�/'fPL Y/NL, M AS
THIS DOCUMENT S RELEASED FOR THE PURPOSE
,,1 9.REFER TO ARCIJIIECTURAI PUNS FOR DETAILED BUILDING ENTRANCE LAYOUTS,RAMPS,LANDSCAPE AND OF INTERIM REFER UNDER THE AUTHORITY OF CHIDSIOPHFR gE3pp QRA/NV IN7E SCALE At�)><S I�A'F .91y_
SIDEWALKS.
M.JONES,P.E. 52881 ON 09/14/D0.IT IS
uu t0.BARRICADING AND PROJECT SIGNS SHALL CONFORM 10 IL%AS OFPARTMFNT a IRA ORTARON MA NOT TO BE USED FOR CONSTRUCTION,BIDDING OR M�g o LINIFORN TRAFFIC CONiRD DEVICES AND LATEST UPDATES. PERMIT PURPOSES. GAJ ,HiA SSEPT
OOT T••40 Cf♦•C
MMN 1969-DO-149 a.W�NO fRAa_m
0 20 40 60 120
� oF
o
REMANO k COMPANY GRAPHIC SCALE IN FEET
�_„•DAX MERMAN SMITH
(VOL 12527, PG. 2193) SH 114
DALLAS-FT.NORTH
I INTERNATIONAL AIRPORT
` COAX
S 89'59'00" E 607.80' $
PROJECT LocAnoN
SIN
ARUNcrON
�.'-__w-""�...._ e•,l-'-�---.-�° • . ; \
/ MAPSCO 27X
HEAV COL A D'TWAREA N 603'53'76 vr mc � :/N/ / lIyr
a
R=3574.72
T=121.32 `° e BOLLARD
L=24255' C out �•�� / ao ELECTRIC METER
CH=N O2'0T24'E m .. _ '.ri' - sDa• 3 �. POWER POLE
.D=242.51' .., .. .. `B10 R LIGHT STANDARD
t"•ARXII SALES FACILITY - WATER VALVE
M
20,075 S.F. /
A LNIDSJPEI .. _..0 ... •° `., .. _ ` / IRRIGATION CONTROL VALVE
FIRE HYDRANT
!y
Rv
I-i]ON
.a .. W CLEANOUT
�C•► ," : ♦. , MANHOLE
Mi0 GAS METER
.. ..: ♦ fY ax ... _ - R 5230.91Y 1e•' TRAFFIC SIGNAL CONTROL
-20�, t • TRAFFIC SIGNAL PDLE
�O
CH 1 011'05'W DMc IF ArAtMY'^ —0 TELEPHONE BOX
( -. ... _.._. .._ 1 R / � - rvp TV BOX
14K .. M SMITH .. Y+ P•.,. e•z c4euar m
ERM COMPANYLINE
:':' ❑o❑:B ° �MnxuE (VOL 12.527, PG. 2193) _ / /` r a« —�- PUG POLE
�' '. .:' a .. /. TRAFFl
-. PROPER
_ $ 48 OS A' _ -
�, -' 9 ACRES(GR S) 'r, .:• FENGEC�
9AX
V _ bpTDARD 0 989 ACRES W NEW LIGHT CONCRETE AREA
x OAK
. :
{369,774 SF)-
.. - -' _ _ , ACRSS IIgfIE .. ....{43 SF)... - �._ r t NEW HEAVY CONCRETE AREA
�UDIT CCNC AFA•� T E3H
i
_ 0 ;
N ° 4DTDD6�� . 7.500 ACRES (NET)
26,703 SF)- r `mcv
1^'*+
a
NfAVY ccxc AREA
vN+Dsc,PE
y sf' L '° ® 4 r •
♦
" a D �
A
V+i ��C)pTT /��,ge'W �/^ �� tANUSCAPE A✓ CONC ARU-�`
A=03'59'52'
R=2834.79'
. .. . .: :`
_. . .. : ..
A.
Rm212.53' ! ,Y• lJj'
T=98.94• ��a ^� f-,/v '!sE�� uwxA�E ' 1-142.61' /\\ D,ai.,,.
CH-N 01'49'10'W _ CH-S 2'
CD-197.76' e' �-'./ �-,. ,r CH=1 70.48'zo•w `\ i +
,M..♦ a ..-� CD=140.14' i _ CASE NAME AUDI
CASE NUMBER:000E LO
t Y .-��. .eA®wE : _ y LOCATON:PROPOSED ADDITION
2.BLOCK 1.
Y
SIRT4 W endc• --- o 530.38'
MAYOR SECRETARY
POINT j'F' 4.
+ 8084r - _ -_ _ - - - DATE:
BEGINNING,',: p _ PLANIMNI:AND ZONING COMMISSION
- - -- -
_ CHAIRMAN
+ DATE
PRQSPEC T PA iRK A Y PART of 9HEET:�—DF„
1 Ham, / HERMAN SMITH & COMPANY
�'157 JOINT VENTURE + (VOL 14245, PG. 590) APPROVAL DOES NOT AUTHORIZE ANY WOW
(VOL. 10123, PG. 77) IN CONFLICTs CODES OR
ORDINANCELs as sw F
DEPARTMENT OF DE\4LOPMENT SERNCES
1 `
CUDO-11 IS A REQUEST FOR APPROVAL OF CONDITIONAL
I PAVING_NOTES_ USE PERMIT TO ESTABUSH AN AUTOMOTIVE DEALERSHIP
WITH SALES AND SERNCE OF NEW AND USED VE}11CLE5.
m 1. ALL DIMENSIONS ARE FROM BACK OF CURB UNLESS OTHERLWSE NOTED.
A FORTY-FT POLE SIGN,TWO TWENTY-FT POLE SIGNS
I+ 2. UNLESS OTHERWISE NOTED,ALL CONCRETE SHALL BE CUSS-A',(J000 PSI). SEE$HEFT C3.2 FOR AND AN ON-SITE CAR WASH LOCATED AT 2501 WILUAM
3. UNLESS NOTED,ALL FILL PLACED UNDER PAVING SHALL BE COMPACTED TO 95%
P N TN T
STANDARD PROCTOR DENSITY IN 6 INCH UF1S. REFER TO STRUCTURAL A REQUEST IS MADE TD WAIVE REWIRED INTERNAL
8 SPECIFICATION FOR FILL PLACED BENEATH BUILDING AREAS. ALL OTHER FILL CROSS ACCESS TO ADJACENT DEVELOPMENTS SO THAT
AREAS. ALL OTHER FILL AREAS TO BE COMPACTED TO 90%STANDARD PROCTOR. SITE CAN BE SECURED AFTER HOURS.
£5 4. THE CONTRACTOR SHALL SUBMIT A JOINT SPACING PUN TO THE ENGINEER FOR
Z\ APPROVAL UNLESS NOTED,EXPANSION JOINT SPACING SHALL BE 90'MAXIMUM
EACH WAY WITH NO KEYWAYS AND SAWED DUMMY JOINTSSHALL BE 15'EACH WAY. Pacheco Koch CbrIs,61666 Ei,,Jiheerll
7RMSVtR3 PAVING AND WHERE INUTERRUP7ON5 SUUSSPFENNDOPERATIONSTFOR 30 MINUT SS CH OR MORE. 9401 LEIJ FREEWAY SUITE 300 DALLAS,TEXAS 75243 972.235.3031
m
8. ALL PAVEMENTS TO BE REMOVED SHALL BE SN SUCH
1D A NEAT RASE MINIMUM
THE/EX DEEP,AND THE PAVEMENT REMOVED STD IN SUCH A MANNER X TO PRESERVE �EOFTF PAVING PLAN
THE E%ISTNC TRANSVERSE REINFORCING STEEL TO 171E MAXIMUM EXTENT POSSIBLE. 1� "�..�"
W `^ \P 7. ALL CURB AND GUTTER
SHALL BE INTEGRAL WINHE PAVEMENT AND HAVE HE AUDI DEALERSHIP @ GRAPEVINE
a SAME COMPRESSIVE STRENGTH. Wf
8. PAVEMENT REINFORCEMENT SHALL BE/3 BARS,SPACED AT 18'CENTER TO CFMTO►IIEC K JOAE6
b p CENTER EACH WAY EXCEPT WHERE NOTED IN THE PLANS, J.CATES SURVEY,ABSTRACT NO.315,
b 9. BAR UPS SHALL ME E DIAMETERS IN UNLESS OTHE. µE] PROSPECT PKWY @ S.H.121
10. ALL STRIPES SHALL BE 4'WIDE. IRRIGOTHERWISE NOTED, W' C/TYOFGIPAPEI�/NE, TEXAS
_ ii. SHALL E MIN AND PLACEMENT OF LANDSCAPE
DICA PE ARCHITECTS
AND UTILITY CONDUITS THIS DOCUMENT 5 RELEASED FOR THE PURPOSE
12. SID WALXS SHALL HAVE SLOPE NO GREATER THAN 5%AND AECROSSNFAIL NO OF S DO REVEW UNDER
RELEASED
FO Y TH gPURP SE
GREATER THAN 2%UNLESS NOTED 07HER^MSE. M.JONES,P.E.82881 CH 09//4/OO. 1T IS D ORAIHY �� S'C.4LE A'V�3 ACE AO
S o NOT TO BE USED FOR CONSTRUCTION,BLUING OR q A�
PERMIT PURPOSES. CMJ JGA SEPT 7"_40• CJ•
fMRA,p: 1989-00.149 M m: 1969--07
CLASS A TYPE I
3DDO PSI CONCRETE PARKING AREAS AT 28 DAYS
CUSS C,TYPE 1
3500 PSI CONCRETE FIRE IN'AND OIpAPSTER AREAS
NO.3 BARS ON 18" AT 28 DAYS
CTRS.BOTH WAYS (NO FLY ASH ALLOWED)
2t No,a SMOOTH DowFi
ON 24'CENIERS
1S-DOWEL COATING
FORMED GROOVE(1/2-WIDE FORMED GROOVE"Z'M@E
Z _ AND 1-3/4-DEEP)EDGES AND t-3/4'DEEP)EDGES
RN
TO i/4'RADIUS RUBBER ROUNDED TO i/4'RADIUS /'RUBBER
111 k�' RUBBER IN
3/4 t t�MIN.CLEARANCE ///
%Uua�T JOINT$EA(ER r JOINT$F1,LFIR JOINT SEALER
nU \\\ YEftnC.LL SAW CUT RUBBER
1/8"TO 3/16'WIDE 0NT SEALER
DO1YEVIN l SLEEVE TO FIT
SCARIFY AND COMPACT SUBCRADE ~ DOWEL AND BE SECURED
BETWEEN 95X AND 105 X MAX.DRY t - 1 3/N' .
DENSITY(STD.PROCTOR)AT A T 5-PARKING AREAS `
MOISTURE CONTENT BETWEEN-IX AND T.6'DRIVES FIRE LANES AND UP BARS
+3X ABOVE OPTIMUM,LIME STABILIZE QUIPSTER AREAS REDWOOD EXPANSION F 18'AND
(5X HYDRATED LAME DRY UNIT W17GHT) JDINT TILLER DOWEL SUPPORT SHALL BE OF A FIRST POUR SECOND PWR DE SECURET.Y EXIST CONC PROP CON',
METHOD APPROVED BY ENGINEER DOWEL NO.3 BARS ON
NT .BARS ON 1H'
MAX.JOINT SPACING CARS.BOTH WAYS PAVEMENT AND SECURE
riOTE;, 18 ON_ENT
INTO EXIST
REFER ro CEOIECH REPORT fGi N0.3 BARS ON 18' MAX.JOINT SPAGNG
90'C-C EACH WAY CTRS.BOTH WAYS
FURTHER INFORMATION. OR AS NOIEO ON 15'C-C EACH WAY WITH EPDXY
PLAN AS'E.J.'
PAVEMENT SECTION 2 EXPANSION JOINT SAWED DUMMY JOINT /, `�CONSTRUCTION JOINT PAVEMENT CONNECTION
NOT TO SCALE N0T TO SCALE 3 _—""'--""— �— --
NOT TO SCALE \\\`f`.V///// NOT TO SCALE NOT TO SCALE
SEE PLAN
PAVEMENT PAY LINE --BARRIER
GI BARS ON IS' FREE RAMPS
C1RS.BOTH WAYS EXPANSION JOINT
PROPERTY LINE1__""�e'•• s
FUTURE PSI CONCRETE AT 28 DAYS I
PAVEMENT PROP.GONG.PVMT
NOTE CONCRETE WALK SEE
ASPHALT PVMT. PLAN
PHhSE i
3-RADIUS P.L
�v 3/8'RADIUS /3 BARS O 16"O.C.
'- \\` EACH WAY
1:3 BATTER REMf.CONCRETE }3 'MOTH VARIES-SEE PUN 1'
f3 O 18'O.C. PAVEMENT ? I i C-C BOIFIA WAYS
/3 BOTH WAYS - Q7 03 24"TONG BAR i I h J000 P51 CONC.
CONDNUQUS R i-1/2' DOWELS EXPOSED S I
r (/' '^. 30 DIAMETERS { f L
2' FACE Of
.R. COMPACT@ GJRB N..,, 1— CONC.GJTIER I
SUBGRADE
FINISHED GRADE
2'SAND lEV'D.CUSHION
MATCH EXISTING GRADE PROMOE BITUMINOUS EXPANSION PROVIDE TOOLED JOINTS
16'
NOTE. MATERIAL WHEREE WALL(
WHER AT SPACING EQUAL TO WIDTH.
PAVEMENT BARS TO BE BENT COMPACTED DRIVE TO BE CONSTRUCTED IN ACCORDANCE ABU E%I IMPROVEMENTS JPRROVI EOINTSA RE Z'SPACING,
PAVEMENT TO BE MONOLITHIC. WOO EXPANSION
DOWN INTO HEADER.HEADER COMPACTED
WITH CITY OF TEXAS STANDARDS
AND AT ALL CHANGES IN GRADE
STREET HEADER INTEGRAL CURB p DRIVEWAY APPROACH 9 CONCRETE WALK
' NOT TO SCALE 8 NOT TO SCALE
NOT TO SCALE
HANDICAPPED SIGNS,INSTALL 2'FROM BACK OF CURB- •I+ENERAf NOTE
TEX EACH SPACE (SIOF LICENSING
IN BE IN ACCORDANCE EXAM A.STRIPING TO BE DONE IN ACCORDANCE WITH CITY STANDARDS.
DETECTABLE WARNING TEXAS DEPARTMENT OF LIAGE MG E 1 REGULATION TEXAS
SURFACE,MEETING SECTION ACCESSIMUTY STANDARDS(TAS)PER 4.6.4) STPo%NG DETA!l OLL
a 4.29 OF THE AMERICANS FADE-OUT _ A iP STRIPE SHALL BE FIVE(5)INCHES TIDE PAINTED NTH AN EXTERKX2
WITH OISASIUTIES ACT, y CURB W/RAMP
NOTE. ACRYUC LATEX PAINT.
8 GONG,CURB MAXIMUM SLOPE FOR ALL PATHS A.COLOR SHALL BE'TRAFFIC RED'GLIDDEN NO,6325E OR EQUAL
6'RAMP 57.MAX CROSS FALL IS 2X;FOR 2.LETTERS SHALL BE FOUR(4)INCHES NICK PAINTED YA1H AN EXTERIOR
5'CONCRETE WALK THE FIRST FIVE FOOT FROM THE ACRYLIC LATEX PANT.
12i DOOR A ZX SLOPE(MAX)MUST B.COLOR SHALL AI "TRAFFIC WHITE'CUDDEN NO.563245 OR EQUAL
BE MAINTAINED 6•t 5*t 6't B.APPUCA OR
1,STRIPE MAY BE BRUSHED OR SPRAYED.ONE COAT TO FINISH.
O o " 2.LETTERS SMALL BE STENCIL FORMED,BRUSH APPLIED AND SPACED AS
FADE-QUA 6'CONC.CURB ,CONCRETE PAVEMENT DETAILED ON THIS SHEET.
CURB WAAMP
CONCRETE AND CUTTER -
CAR STOP -
(TYPICAL) "'In1 'rwTIRCiTtNSG4Y4 x'l'.NS/11i•Vr,'.=
PAINT STANDARD -
HANDICAPPED ... 7 NOTES: - �-)RGIAW2 ""NO.T'ARKNO
SYMBOL(TYP.) 1.ALL HANDICAPPED SIGNAGE AND MARKINGS TO jj 7WITH
CASE NAYS AIRXBO' VARIES 8.0' 8.D' 7 12 MAX SEE PUN ( BE IN ACCORDANCE PATH FEDERAL STATE AND IFIRE LANE Vi CASE NAME AAND LOCAL REGULATIONS.2.MAXIMUM SLOPE FOR HANDICAPPED ACCESSIBLE u -1:12 MAX - iw An eIOCK_ PATHS ARE 5%WITH A MAXIMUM CROSS FALLDETECTABLE WARNING ; rop '/ 'toVETLE AM/1nON
SPACE ADJACENT TO SLOPE OF 2X THE FIRST FIVE FEET FRGA THE .. SURFACE.MEETING SECTW �^'dr " LOC ON:PROPOSED LOT 2, 1.
8'RAMP AD A TO BE DOOR IS NOT TO EXCEED 2%IN ANY DIRECTION. MAYOR SECRETARY
4'PNNT@ �� 4.29 OF THE AMERICANDESIGNATED AS'VAN STRIPES(TYP.) SIGNAGE ANO MARKINGS TO BE DISASIUIIES ACT.
ACCESSIBLE SPACE' IN ACCORDANCE WITH FEDERAL SURFACE PER STATE
IXI SIGNAGE: STATE AND LOCAL REGULATIONS OF TEXAS REQUIREMENTS CONCRETE WALK 15.0 SPAGNGS DATE:
(ONE SPACE) ( ') ��t-. PLANNING AND ZONING CDNM59O14
t.10 HANDICAP PARKING ��N
CCESS RAMP FIRE LANE STRIPING DETAIL CHAIRMAN
NOT TO SCALE ---�SS TO SCALE 2 NOT TO SCALE DATE:
SHEET: 5 M_14
APPROVAL DOES NOT AUTHORIZE ANY WORK
M CONFLICT WAIN ANY CODES OR
B IN
ORDINANCES
t7 —IN 6'x6'/6 WIRE MESH
.C.P_ _ DEPARTMENT OF DEVELOPMENT SERVICES
8. CONTRACTOR TO INSTALL 10 CY 3
TOEWALL OF ROCK RIP-RAP ICIJW-41 IS A REQUEST FOR APPROVAL OF CONDITMAL
S. USE PERM
IT TO ESTABLISH AN AUTOMOTIVE DEALERSHIP
WIN SALES AND SERVICE OF NEW AND USED VEHICLES,
B A FORTY-FT POLE SIGN.TWO TWENTY-FT POLE SIGNS
SECTION A—A A .. A AND AN ON-SITE CAR WASH LOCATED AT 2501 W1wAM
PIPE REPAST BREAK MAY A REOEST 15 MADE TO WAIVE REWIRED INTERNAL
TATE AVENUE,
3'R EX1ENp PAST BREAK UNE 8 CROSS ACCESS TO ADJACENT OEYELOPMENTS 50 THAT
C (APPROX.) AND BE FIELD BENT INTO
VARIES RIPRAP SITE CAN
BE SECURED AFTER HOURS
� 3-MIN.
BREAK LINE 5'
4$ CONIC.PIPE VARIES I � • • • `
m SECTION B—B 9401 LBJ FREEWAY SUITE 300 DALLAS.TEXAS 75243 972.235.3031
PLAN VIEW �EOF rF
a PAVING DETAILS
At, AUDI DEALERSHIP @ GRAPEVINE
" REINFORCED CONCRETE '�"'"T0"�"�'� J.GATES SURVEY,ABSTRACT N0.315,
I g SLOPING HEADWALL
s 93 EdTpNAIE PROSPECT PKWY @ S.H.121
NOTTO�e
$a THIS DOCUMENT 5 RELEASED FOR THE PURPOSE C17YOFGRAA,—_k7 E, TEXAS
y W INTERIM NEW*UNDER THE
AUTHORITY OF CHIBSiDPNER Ot'Sl'#N OgAMW MIF SNiI[E AVIW fHE Ab
c i _ M. JONES,P.E.82681 ON 09/14/00.IT IS
MOT H p PMM170 PURPOSE BE S FOR CONSTRUCTION,BIDDING OR CMJ JGA SEEPS 1"-40• �}•2
�y
CJ
MIND- 1969-00.149 OWGNO: 1969-07
BENCHMARKS
BM 1 SE D UT ON WEST i TOP U AST SERVICE ROAD
OF 121 190't NORTH OF CENTER LINE OF ARUNGTON-GRAPEVINE RD. ELEV.-575.87
tfa SM 2 SET'.'CUT IN NORTH SIDE SS MH CONCRETE PAD 700't EAST OF
CENTER LINE OF SERVICE ROAD OF SH 121 OF ARUNGTON-GRAPEVINE ELEV.-575.69 0 20 40 81 /20
• n yx•? R EIAA1N0£R OF BM 3 FOUND•0•CU7,NEST HEADWALL ARUNGTON-GRAPEVINE RD_0.25 MILES
HERMAN SMITH & COMPANY FROM MM.D.TATE RD. EEV.-575,75 GRAPHIC SCALE IN FEET
�����,,{+•, _ - .I • ," ' (VOL 12527, PG. 2193) sH 174 p
519
tp
SILO e
7
` +69.36 LINE•ST-Y 7 S1 / e
. 1 STALL:
HFADwALL s r S'? S` TERNA FT.NORTH
;i d � f y INTERNATIONAL AIRPORT
o -P' 578
0 yqa r
a ..--�..«.-.e ..rw..re..t.n.�1...r..A�...,, _. _.r. .•,t.. _. ._ .-..r..»..a.....'..• ..,,.._..,.... e° � � rRafEcr wcAnoN
PROP 18'CULVERT tFL-576.6 0, ep
- - 677 ----._._�\\ s�ys38• / ARt1NOTON AlAPSCO 27X
wclNl rY MAP
-OS53'16 �y b 51W 7 ^V.. g - _.. , \ BM
R-3574.72'
T-121.32' FLO7s.5 YF.RT w \\ �? 4,yDq\ 6. POLLARD
L-242.5V ttc J - do ELECTRIC METER
CH-N 02'0T24'E �. � 1 I j6 1' 1`• _.. �,• I 1, \_\ .rso9.,. •\ �*. POWER POLE
CO-242.51' �' I '1 I i •1 'A` r -....\ m., �,$ aNaa:rz u UCHT STANDARD
h,Ih
`
y / I y41 t _ _ .. _ \\ +V .�9, wAo.ui WATER METER
WATER VALVE
left
IRRIGATION CONTROL VALVE
t 11 .l�... .. e' •hy -.. >. Ot0 FIRE HYDRANT
FF=579.00 FF=578.00 r e ay CLEANOUT
MANHOLE
GAS METER
} r r` ( �^'- ' •• O, - _ _ 530.9413• / ❑ TRAFFIC SIGNAL CONTROL
L-200.19': e'C\ - S m. TRAFFIC SIGNAL POLE
T=101.30' \ T`
CH-S 40.11'05•W �, 7 -0 TELEPHONE BOX
576. „$. �. /6,} _. ._ .-. 6 CD®199 Ot \� X, $ .,5.. m❑ TV BOX
IU-
�I y 9.63 HER AN SMITH & COMP TRAFFFLAG IC SIGN
F •{+ ( I o "i B ' 2193) e°M1- �, PROPERTY LINE
r
n (j. -.__
(VOL 12327, PG
J
G9_ I 8.489 ACRES(GROSS) _ y
'I 1 )I -. - IL .- P..?+ 57J - { -613- EXIST CONTOUR
(369,774 SF)- y4' o�° a: "/ a a a EXIST sPor ELEVATION
SIP ,_ I _... ...._. �1 �1•:,"O I -- y1a
• ro .� - EXIST TOP OF CURB ELEVATION
.E ( i _ r 1 I I 0.989 ACRES �R.O,W,) s : 4p EXSTOUTEREEVAnON
a,ti �- ! j:.. .. ..(43, 72 SF)_. r ✓ 1 PR(WOSED DRAINAGE DIVIDE
S - --.a ... _ ..._. 1 ..
o 0 a "
-R I Y 3 __ .. .. - 1 F., /�;.'j 13 PROPOSED CONTOUR
s 4.36 I 7.500 ACRES NE�) �� Pr TCC PROPOSED TOP OF CURB ELEVATION
__
' .--..., .... .I j. ..(326,70
i j C Moo PROPOSED CUTTER ELEVATION
(326 703
_ f � R�61/,5 PROPOSED SPOT ELEVATION
STA 2+26 SS RE'ST-1 .--- -.._ .. .4,�9` mow* _ h , -+ PROPOSED DRAINAGE FLOW DIRECTION
I _
5TA 0+00 LINE 5T-18'
OUST
i t I d
A5��� •�_� e fL=569.23(24' - :�' • / 44" OP' �+. .:. i r° / ,f 1 -WATERSHED DESIGNATION NUMBER
RmAw '
1 1G arae IHLEr
3 3
h I. STA" 085fi .1ST- _ = 9.(KI ✓ I ( 1 IN CUBIC FEET PER SECOND
� 5.74 .EXPECTED WANnTr
._' - STA 3+56.5 U •ST-i' I ',K �.
eP' T j STA +55.15 UNE'ST-t °+ r 44L"', S- INSTALL
S'�" s 4S BEND '� 5TA W UNE ST �.' 1-STD iIPE HEADWALL /,'. .Q' ✓°
} FL- �, I INST T TAIJ�.07 LINE ST- �J6'RCP O 0.5X FL-564.79 itif �•°'tN
' I �. • \ / x? 1-36•x 30' END _ �` / fA 047. UNE ST-tA- -- �_ � � ? wNro Qxa
G-03 59' 1 .
.. - .: � I ., ( I 1-10'7CURBm I' P1 p .1 DRAINAGE
y�.
- - I - 4.00 E r; ♦18.ei LINE
R 2834.7g Wry ` p.., 3e olmz- _ I Frog ioo0 _ NJ
i
a, J
L-19J.80• 1 g Y w.. A Rosa uc sr-z ', 0 -'_- 3D'eEND
a I 7�b � 3070 2• /
T 9$.94� �'i osi* Nti NdL�� �T'U•-.-- OOS�11G w(E _- % -- --_- -_ ^-"-SiA 64(1NE'ST-1A• ,R-212,5}' FL=589.74 - `P' • t`,
CH-N Cr M A �"'E L7 ro Don slam / w 6sruL: -+.-uz.e1• - - ----
CO-197.76- h - I n-3r 45'wa rtana9 y; - - - --- - -`.1-11 CUR m - r_-S 7 4s•20•w ----- -
..-� INA SMT ��.T,,._ �.- • ROP05�7.5'RIGHT-OF_WAY DEDICAl10N _��� CO 1"a0.14' CASE NAME AUG
- _- )-_L -
,.._- '"",.,WT.oW -✓IMH#R RR - H9i'%P' -�, AR NUMBER,-WOO-45
.,rya PROPOSED 2 BLOCK I,
_1
511
y
` ` �+ CASE NUM
.-.. _ .. LOC 0N:
ITION
9w yrv./ si't 'C - 1' .--_..._574T S7S -. _._._-. Sys .._ - _ .__ .._
� sue..-,
y� 530.38' y
4 y - �, .. � ... .. ._-o� 'V•�'- � c �� �_ � _ MAYOR SECRETARY
POINT 9N a3'59'bb• - - - f.._ W&47' PATE:
.M-17
BEGJNN/Nt1 w.a2n - 573 _ _ _ _ _ _ n s...sa _ _ -_ - _ M 2 576 PLANNING AND ZONING COMMISSION
�y�• _-__,___._. _,_.__ CHAIRMAN
DATE
36*STORM SEWER
91
-
CONNECT D Im 6T_Y PROSPECT PARK A Y
CONNECT TO EAST
I FL-�� _575- PART OF sHEEr:�_oF_14
I HWY#157 JOINT VENTURE + - HERMAH 4245TM G. 590) APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT WITH ANY CODES OR
(VOL. 70123, PG. 77) ORDINANCES
u cAs 6uK k
GRADING AND DRAINAGE GENERAL NOTES DEPARTMERr of DEVELOPMENT SERVICES
1. REFER TO GEOECHNICAL REPORT FOR REQUIREMENTS RECARDINC FILL COMPACTION AND MOISTURE CONTENT.
2. UNLESS NOTED,ALL FILL IS TO BE COMPACTED TO A MINIMUM OF 95%STANDARD PROCTOR DENSITY WITHIN 3% RUNOFF CALCULATIONS
ICUIO-41 IS A REQUEST FOR APPROVAL OF CONDITIONAL
OF OPTIMUM MOISTURE CONTENT. FILL TO BE PLACED IN A MAXIMUM OF e'LIFTS. DRAINAGE AREA Tc C 1 O USE PERMIT A ESTABLISH AN AUTOMOTIVE DEALERSHIP 3. ALL WALKS TO HAVE A MAXIMUM CROSS SLOPE OF 2L AREA ACRES Minute. ) cfe `WIN SALES AND SERVICE OF NEW AND USED VEHICLES,
CO 1 DOE 10 0.8 9.60 0.61 A FORTY-FT POLE SIGN,TWO TN'F..NTY-FT POLE SIGNS
4. GRADING OF ALL HANDICAPPED SPACES ANp ROUTES TO CONf(XRM TO STALE,LOCAL AND FEDERAL GUIOEJNES. 2 231 08 9.60 1,35 AND AN W-SITE CAR WASH LOCATED AT 2501 N1WAM
P S. UNLESS NOTED,STORM GRAIN UNES MAY BE OF THE FOLLOWING MATERIALS: 3 2-3 0.0 9.60
< A ADS C-76,CUSS I11 4 1.25 08 9.60 A REDDEST IS MADE TO WAIVE REWIRED INTERNAL
4.M 9,JAIL AVENUE,
8. ADS N-T2 5 216 ms 9.60 16.36 CROSS ACCESS TO ADJACENT DEVELOPMENTS SD THAT
y ti C. TRANCORLEI M-q '6 SITE CAN BE SECURED AFTER HOURS.
Q^ AND INSTALLED IN ACCORDANCE M11H MANUFAGNRER'S SPECIFICATIONS.
g i 6. UNLESS NOTED,GRATE INLET TO BE•AMERICAN INDUSTRIAL PRE-CAST PRODUCTS.INC.*PRECAST CATCH BASIN,
XISTINC GROUND OPOSED ASPHALT SIZED AS SHOWN,OF APPROVED EQUAL. Pacheco o
1:$= 7. FINAL PAVING,CURB AND SIDEWALK ELEVATIONS WILL BE PLACED AT PLUS OR MINUS 0.03 FOOT.
I B. REFER TO LANDSCAPE SPECIFICATION FOR SEEDING MID SODDING REQUIREMENTS. 9.01 I.BJ FREEWAY SUITE 300 DAUAS,TEXAS 75243 972.235.3031
m 9. ANY CONCRETE,ROCK OR MATERIAL DEEMED UNSUITABLE FOR SUBGRADE,BY ENGINEER,SHALL BE DISPOSED OF GRADING
A w c e OFFSITE AT CONTRACTOR'S EXPENSE. tE OP 7F GRADING & DRAINAGE PLAN
i 10, TRENCH BACKFNi MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 6.2AO.AND SHALL BE X" 78•C!N'YfRT MECHANICALLY COMPACTED M ACCORDANCE WITH NCTCOG ITEM 6.2.9 TO A MINIMUM OF 95%STANDARD PROCTOR °b1!
DENSITY UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS. AUDI DEALERSHIP GRAPEVINE
11. EMBEDMENT SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG I11:AH 6.29 UNLESS OTHERWISE SHOWN ON THESE pWg70PWX LL JaWs
CULVERT DETAIL PLANS OR STATED IN THE STANDARD CITY SPECIFCATIONS ROUND J.GATES SURVEY,ABSTRACT N0.315,
$Q�6 SCALE: NTS 12• COVERSHALL BE PLACED NEAR THE OUTLET PIPE MEE`nNG CITY TONS SHALL BE PUC@MALL INLET TOPS. THE MANHOLE A �pfJ?
+g 13, ALL CONCRETE FOR INLETS AND DRAINAGE STRUCTURES SHALL CONFORM TO NCTCOG ITEM 7.4.5,CUSS•A'UNLESS �fV(jTERE P/RRO/SPECTT PKcW�Y/�@cS.yH..1y21
OTHERWISE SHOWN ON MESS PUNS OR STATED IN STANDARD CITY SPECIFICATIONS. -9 C/// OFG)Z4A. Y/NE, M AS
$' 14. CRUSHED STONE BEDDING OR APPROVED EQUAL SHALL BE PROVIDED U ME D CONTRACTOR WHEN ROC!(IS ENCOUNTERED THIS DOCUMENT IS RELEASED FOR THE PURPOSE
IN TRENCHES. THERE SHALL 8E NO ADDITIONAL PAY ITEM OF THE CRUSHED STONE B@DING, OF INTERIM REVIEW UNDER THE AUTHORITY O CRNSTGRI ply A4RMN LUTE SCALE M77E3• f7L,E ,!V 15,
6'REWIRED WE TO CONSTRUCTION,POWER POLES TO BE BRACED OR RELOCATED AT CONTRACTORS EXPENSE. M. JONES.P.E.82681 ON 09/14/00. IT 1S
8; NOT TO BE USED FOR CONSTRUCTION,BIDDING OR
PERMIT PURPOSES. CNJ JGA 220000 V-40' C4.1
IRA,D- 1969-W.149 -- 1969-07
• - 1
0 20 4D fS0 120
DER
�ry ( S ,_„•ow HERMAN SMI H& COMPANY OF GRAPHIC SCALE IN FEET
(VOL. 12527. PG. 2193) sH 114
579 ..... _ _..
SBD
579 DALLAS-FT.WORTH
INTERNATIONAL AIRPORT
1 row
578 2
- v S 89.59'00• E 607.80' ; Anox
' . .N-4.NIh .+i.r.t.+.�:...�. y..+-w.ry=..r.W-n.t.rw+r,•+-a...M-,_ -,..... �... .�::.w+..+a+.•c s:a.w�.._..
HEADWALL PROTECTION ow
slLr FENCE\
4
AR ILAvcTON
MAPSCO 27X
e-03 53'18 570 saT FENGE / V/ClN/T Y MAP
R-3574.72' - -.--_ w _ ,�- _ N
y ..., u.
T-121.32• ,°'° ,� .��\ �°• BOLLARD
°w,
L-242.55' , • elA - N♦�. ELECTRIC METER
CH-N 02'OT2,V E m Soe• POWER POLE
/ e
LIGH
CD-242.51' ^� :•. WATER SMETER TA RD
e oAX row �•w8s ``:
a I9kJnI SALES FACILITY --- ... - WATER VALVE
c°.XT2-R
20,075 S.F, ''� I IRRIGATION CONTROL VALVE
*Nn k✓ FIRE RANT
W CLEANOU
O MANHOLE
owl hh -. a 21' / t°sHc1® GAS METER
It ow; " _- ...... R-53p /7- -� O TRAFFIC SIGNAL CONTROL
T-200. i/ 'Y.9Mt r y p / �. TRAFFIC SIGNAL POLE
3 y j i - ... ^� - a_ _.._ ._.. CFAs 990i41'OS•W .�,. '" ..f J 4•COY_.' o TELEPHONE BOX
La_ 57s h w .. PART 0 _-. + wl�. : z a,. ry° F�iac FOIE
p , SIlr FENCE @ HERMAN SMITH At COMPANY a j sot TRAFFIC SIGN
m i - ❑❑❑ B (VOL 12527, PG. 2193) •'oM ' ` ' PROPERTY UNE
8.489 ACRES(GROSS) 577 — ATE
/w Q' _�y_... __. ° ... -. 369,774 - •i�� 6..F69!7„ffi EXIST SPOOT�ElEVATION
r 6 '15 L 1 ' EXIST TOP OF CURB ELEVATION
0.989tACRESs(R.O.W.)" EXIST CUTTER ELEVATION
4 W `t XGit .^ W 0®F IF 8 9 SILT FENCE
( 3,072 SF)__- r
7
j - 500 ACRES (NET) Eu ((/Y�j)
., < V`../ INLET PROTECTION
(326,703 SF) \.� /
m l__J
w.e.
F+. a
Q _ �
1 - �4ywX
HEADWALL PROTECTION ` • • MF`'.WkNP oAX j
CURB INLE"F PROTECTION g� M59A T psi dxN "•
�¢ INLET PROTECTION i� Y •F/. �� f
e-03�9'S2• 4 ; � Sys o. 'u`1 R0
- '
R 2834.79 . URB IN ET PRO ECTION 5
L-197.60' ow
• ' °�"�.�i
T=98.94' sa n si 'L-uz.ef owc
CH-N 01'4990'III .-'..._
r0 T>74.22'
CO-197.78' ° INLET PROTECTION 74 r Etw SILT FENCE CH 70.46*20'IN
'. C09STRUCDON ENTRANCE CD=14014' W CASE NAME:AUDI
CASE NUMBER:C000-43
RN - LOCATION:PROPOSED LOT Z BLOCK 1,
VETIE ADDITION
en615
rS4'E - .YnMI ._..._ -. G MAYOR
SECRETARY
o
X
S74 `. :
POINT F/± - s959,00 - - - - �.,_ soa.4r DATE:
�GV INNINV - 573 ,r oAK "�J 516 PLANNINGAND ZONING COMMISSION
CHAIRMAN
DATE
h'1 PR! •!y/S( f�.-C i I / 6/l l\ ®I� $75 PART OF
SHEET. 7 OF 14
..
HERMAN SMITH & COMPANY
i HW'Y p157 JOINT VENTURE + '` (VOL 14245, PG. 590)I APPROVAL DOES HOT AUTHORIZE MY
(VOL. TOT23, PG. 77) CONFLICT WINY
ORDINANCES
u w sal h
DEPARTMENT OF DEVELOPMENT SEANCES
_P_OLLUTION CONTROL GENERAL NOTES C000-45 IS A REQUEST FOR APPROVAL OF CONDITIONAL
USE PERMIT TO ESTABLISH AN AUTOMOTIVE DEALERSHIP
I 1. THIS PLAN HAS BEEN PREPARED TO PROMDE MEANS TO PREVENT OR MINIMIZE POLLUTION OF STORM 11.THE CONTRACTOR MUST COMPLY WITH FEDERAL STATE AND LOCAL REGULATIONS REGARDING SEDIMENT WTH SALES AND SERNCE OF NEW AND USED VETICLES,
w WATER, AND EROSION CONTROL A FORTY-FT POLE SIGN,TWO TWENTY-fT POLE SIGNS
SEE SHEET C5.2 FOR AND
AN ON-SITE CAR WASH LOCATED AT 2501 WiWAM
P 2. THE CONSTRUCTION ACTINiY INCLUDED IN THIS PLAN WILL INCLUDE: 12 A COPY OF THIS PLAN MUST BE KEPT AT THE CONSTRUCTION FACILITY DURING THE ENTIRE CONSTRUCTION A
PERIOD. ON TM TA
A. CLEARING AND GRUBBING A REQUEST IS MADE TO WAIVE REQUIRED INTERNAL
y 6 e" ROUGH GRADING 13.CONSTRUCTION SEQUENCING MUST PROVE) FOR THE EXCAVATION OF AN ON-SITE BASIN AS A SEDIMENT CROSS ACCESS TO ADJACENT DEVELOPMFRTS SO THAT
C. FINAL GRADING COLLECTION BASIN PRIOR TO THE DISTURBANCE OF GREATER THAN 10 ACRES OF LAND. SITE CAN BE SECURED AFTER HOURS
v 0. UTILITY INSTALLATION
E. PAVEMENT INSTALLATION 14.ALL FINISHED GRADES ARE TO BE HYDRDMULCHED,SPOT SODDED OR SEEDED AND WATERED UNTIL GROWTH
E F. BUILDING CONSTRUCTION IS ESTABLISHED ON AND OFF-SITE" • - e e +
2 3. THE TOTAL ESTIMATED LAND AREA TO BE DISTURBED IS 0.489 ACRE. 15.A PIT OR WASH OUT BASIN SHALL BE CONSTRUCTED ON-SITE BY THE CONTRACTOR FOR THE'WASH OUT* 9401 LBJ FREEWAY SUITE 300 DALLAS,TEXAS 75243 97Z.235.3031
$ C THE ESTIMATED RUNOFF COEFFICIENT UPON COMPLETION OF THE PROJECT IS 0.& OF CONCRETE TRUCKS. EROSION
® �F �jT 4 PLAN
m 16.A BERM OR OTHER SPILL PROTECTION MEASURE SHALL BE USED FOR ANY TEMPORARY FUEL STORAGE TANK EROSI®N CONTROL PLAN
5. THE STORM WATER EXITING THE SITE IS COLLECTED IN AN EXISRNC DRAINAGE SYSTEM MAINTAINED ON SITE. SE OF TF
BY THE CITY OF ESITAGRAPEVINE.TEXAS. �•,.".
6. THE SOILS ON THE SITE ARE GENERALLY EXPANSIVE GUYS, 17.IF•SUMP'PUMPS ARE USED TO REMOVE WATER FROM EXCAVATEDAREAS,FILTER THE DISCHARGE TO "^`~'♦l
REMOVE SEDIMENT AND OTHER POLLUTANTS BEFORE THE WATERER HEAVES THE SITE. tI• : AUDI DEALERSHIP @ GRAPEVINE
7. THE CONTRACTOR SMALL PROM DE AND MAINTAIN EROSION PROTECTION AROUND THE WORK AREA IS.TO PREVENT DAMAGE TO VEGETATION IN DOWNSTREAM WATER COURSES,LIMIT ANY PROPOSED LIME CMRTOFM(L JOEB
6 PERIMETER AND AT ALL INLET MOUTHS PRIOR TO COMMENCING NDRN AND UNTIL THE WORK AREA STABIUZARON OPERATIONS TO THAT WHICH CAN BE NXED AND COMPACTED BY THE END OF EACH l2881 J.GATES SURVEY,ABSTRACT NO.315,
55LL HAS BEEN CONTRACTOR
RED. WORK DAY. GEOTEOPENING
TILE FABRIC IS NOT EFFECTIVE IN FILTERING LAME SINCE THE GRAIN SIZE IS SMALLER �$JF'.t]. PROSPECT PKWY @ S.H.121
25 8. THE CONTRACTOR`ALL REMOVE ALL EXCESS SOIL FROM CONSTRUCTION VEHICLES PRIOR TO EXITING THAN THE OPENING IN THE FABRIC. E�F
�g THE
SITE
19.VEHICLE PARKING AREAS,STAGINGADVERSELY
AREAS,STOCKPILES,SPOILS,ETC.SHALL BE LOCATED SUCH CITYOFG/PAPEV/NE TEXAS
•' AFFECT STORM WATER DUALITY. OTHERNISE,COVERING OR ENCIRCLING9. ALL DISTURBED AREAS WHICH WILL NOT BE RE-OSTIJIt8E0 FOR A MINIMUM OF 21 DAYS MUST BE NTH
THEY WILL NOT ADV1H PROTECTIVE
CTIVE MEASURES SHALL BE NECESSARY.
^' STABILIZED BY THE CONTRACTOR TO CONTROL EROSION. THE AREAS- THIS DOCUMENT IS RELEASED FOR THE PURPOSE
AV
M, A4A AV
OF INTERIM KVCW'UNDER THE AUTHORITY OF—STORNOR MVIS r MW MMITE TEaY fi[E V
.,� 20.STORE ALL TRASH AND BUILDING MATERIALS WASTE IN AN ENCLOSURE UNTIL PROPER DISPOSAL AT M. JONE3.P.E.82881 ON 09/14/00.
10.THE CONTRACTOR SHALL UNDERTAKE PROPER METHODS TO REDUCE DUST GENERATION FROM THE SITE. OFF-SITE FACIUTES. NOT TO BE USED FOR CONSTRUCTION,BOOING1T MIS
B CAIJ JGA 2000 1--40"
PERMIT PURPOSES. SEPT
HEWO: 1969-DO.149 D M: IW9-07
SECURELY BOUND
BALES REWIRED
DITCH-SEE BASE WIDTH FOR DURABILITYSEE ELEVADON ANCHOR BASES ES
2-2�x2*x4'STAKES
PER BALE.
STRAW OR 2-2"STAKES
PER
B
/ HAY BALE STAKES PER BALE
ibill
_ ff� LOOSE SOIL PLACED 13Y SHOVEL
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ AND LIGHTLY COMPACTED ALONG
FINISH GRADE THE UPSTREAM EDGE OF BALES.
ANCHOR BALES WTI FLOW I' 4, FLOW
2-2'x2"0'STAKES
PER BALE
WEDGE LOOSE HAY OR
3 STRAW INTO ANY GAP 4� 12"MIN.
9 LOUSE SOIL PLACED BY SHOVEL DITCH BASE WIDTH BETWEEN BALES.
AND LIGHTLY COMPACTED ALONG
THE UPSTREAM EDGE OF BALES. SEE PLAN
-PLAN- ELE"noN TYPICAL ENTRENCHED BALE PLACEMENT
HAY OR STRAW CHECK DAM N.T.S.
N.T.S.
I
2•_4• STANDARD
ROCK CMU BLOCK CMU BLOCK INLET �.0'MN' .EXISTING
-PAVEMENT
TEMPORARY INLET
PLYYA00 CM� - CONSTRUCTION FRAME OF 2"x4' ,L
1 1 - NUMBER AS SHOWN,TIE STRAW MIN t#7
TEMPORARY DALES TO FRAME WITH TWINE OR
BACKFlLL ROPE
RETAINING ..
' �PPE BOARD POULTRY TWO STAKES TO BE
WIRE USED ib ANCHOR NCTCOC ITEM 21.8.(,1)
CMU BLOCK EACH BALE ROCK FOR FOUNDATION' TRANSITION TO
2'-4" (3--5'ROCK) PAVED SURFACE
ROCK t
� L IXISTNC _'
_ PLAN VIEW RDA' pY�y
0 PROPOSED NOTE:
CURB A:GUTTER GRADE TO DRAIN AWAY FROM
5 CROSS SECn� STABIU7ATION AND STREET PAVED
SURFACE.DRAINAGE MUST FLOW
-�—CURB AWAY FROM ENTRANCE
CURB INLET PROTECTION "A" 5OV MIN.
N.T.S. PLAN VIEW GRADE TO PREVENT RUNOFF ROADWAY
CROSS SECn ON FROM LEAVING STE a•MEN.y
ALTERNATE 1 NOTE:
STRAW BALE SEDIMENT BARRIER TO BE USED
AROUND INLETS AND OTHER OPENINGS INTO
DRAINAGE SYSTEMS THROUGHOUT CONSTRUCTION ALTERNATE 2
CURB INLET PROTECTION —13"
N.T.S. EXISTINCURB INLET PROTECTION "B"" GRADE° FILTER FABRIC
N.T.S. UNDERUNER
(MIRAFfNL OR
APPROVED DEQUAL)
PROFlI-E
z
CONSTRUCTION ENTRANCE
_ N.T.S.
�.�-•-� - - fi0
CASE NAME AUDI
:
- CASE NUMBER:a100-45
T
STEEL OR W000 POST AT 10.0 C.G LOCADON:PROPOSED
(MAX) WOOD STAKES O 6'TO 8 O.C.
EMBEDMENT DETAIL VErtADDITION
2,BLOCK 1,
MIKE FABRIC(10 CA LINE WIRES MIN..
MAYOi SECRETARY
12 1/2 GA. INTERMEDIATE WIRES MIN.)
�j DAM
ANGLE FIRST STAKE TOWARD
MIRA / PLANNING AND ZONING COkUSSiON
PREVIOUSLY BALE `
Fl tODX OR APPROVED EQUAL
2212(OR APPROVED EQUAL) Y/
I� /4 RE-BAR OR EQUIV. CHAIRMAN
CW I DALE
SHEET.. 5 OF 14
N s TENCH.FABRIC 1 4'x4" WRE DR NYLON BOUND
TRENCH. BACKFlLL h COMPACT ANCHOR FABRIC L 4 C HAY BALES APPROVAL DOES NOT AUTHORIZE ANY WORK
� TRENCH. BACKFlLL 6 COMPACT
EXIST.GROUND
IN CONFLICT WITH ANY CODES CR
I' FLOW EXIST.GROUND ORONANCES
FLOW
DEPAR111ENT OF DEVELOPMENT SERVICES
I j 14-
11 1:14 ANCHORIN DETAIL
111101-45 IS A REWEST FOR APPROVAL OF CONDITIONAL
4' POST OPTIONS: WITH SALES AND SERVICE OF NEW AND USED VEHICLES,
^ i WOOD=4'W OR 3*MIN,DIA, EROSION CONTROL NOTES USE PERMIT TO ESTABLISH AN AUTOMOTIVE DEALERSHIP
2 STEEL 1.33 LBS/FT MIN. I.WRING 1HE CONSTRUCDON PMDD THE CONTRACTOR SHAM A FORTY-FT POLE SIGN,TWO TWENTY-FT POLE SIGNS
PROVIDE AND MAINTAIN HAY DALE CHECK DAMS PER THE AND AN ON-SITE CAR WASH LDCATED AT 2501 WWAM
XTML
1.1 ANY 01HERTAARF.+S AS DIRECTED DY THE ENQNEUI PLAN AND TATE AVENUE,
8 2.THE aNTRAGTTx sw1 PRDVIGE AND MNNTMN HAr BALES A REQUEST IS MADE TO WAIVE REONRED INTERNAL
v^ AROAlO ANY OPENNCS TO 1NE STDRu SExER SYSTEM—t CROSS ACCESS TO ADJACENT DEVELOPMENTS SO THAT
THE PRD.ECT IS COMPLETED. SITE CAN BE SECURED AFTER HOURS
HIGH FLOW SILT FENCE DETAIL LOW FLOW SILT FENCE DETAIL
TYPICAL TEMPORARY OLTER EROSION CONTROL DETAIL
�$ WITH HARE FABRIC TYPICAL TEMPORARY Fl TER
m N.T.S. WITHOUT WIRE FABRIC N.T.S. 9401 LBJ FREEWAY SUITE 30D DALLAS.TEXAS 75243 972.235.3031
N.T.S. NOTE.
"a,. 3 CONTRACTOR TO PROVIDE EROSION CONTRIX. S'E� r`f EROSION CONTROL DETAILS
MEASURES ALONG THE BORDERS OF THE SUBJECT *+
ll
TRACT OF LAND. THE CONTRACTOR MAY USE *t * AUDI DEALERSHIP @ GRAPEVINE
EITHER THE HAY BALE,AS SHOWN,OR SILT
6 FENCING KONC THE PROPERTY LINES.
$ J.CATES SURVEY,ABSTRACT NO.315,
g
g W PROSPECT PKWY @ S.H.121
$m THIS DOCUMENT IS RELEASED FOR THE PURPOSE C/TYOFGRAA—_W9VE TEXAS
M.JONES,P.E.82881 ON 09/14/00.IT IS SCRIP +4LE Rp
F R NTON REVIEW'UNDER THE AUTHORITY O'CHRISTOPHER OtSYLY AQA)NY �� NOSE'S`
g NOT TO BE USED FOR CONSTRUCTION.BIDDING OR
PERMIT PURPOSES. OMJ JGA 2. 1'-40' C5.2
M NO: 1969-DO.149 OWONO- 1969-07
a' ' BENCHMARKS
( BM I SE i O CUT DN WEST TOP OF UR E VICE ROAD OF 1 1
,90•t NORTH OF CENTER LINE OF ARUNGTON-GRAPEVINE RD. ELEV-576.87
( 8M 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-575.69 0 20 40 80 120
BM} FOUND'11'CUT,NEST HEADWALL ARINOTON-GRAPEVINE RD.,0.25 MILES
N
REMAINDER OF FROM WA.D-TATE RD. ELEV,-575.76 GRAPHIC SCALE IN FEET
m HERMAN SMITH & COMPANY
v (VOL 12527, PG. 2193)
k I
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I
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STA H,4'R UNE'W-Y r op, < S
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+ / V l i� VV ••• •••`,` HERMAN SMITH & COMPANY
(VOL 14245, PG. 590) APPROVAL DOES NOT AI AUTHORIZE S O NoaK
HWY#157 JOINT VENTURE + IN carucO WITH ANY cooEs OR
I (VOL. 10123, PG. 77) aROINu,�S
WATER AND SANITARY SEWER GENERAL NOTES DEPARTMENT OF DEVELOPMENT SERVICES
1. UNLESS OTHERWISE NOTED,ALL CONCRETE SHALL BE CLASS-A-,(3000 PSI). (E)THE SEWER NEED NOT BE DSTURBED WHERE A NEW WATERLINE IS TO BE INSTALLED PARALLEL TO
2. ALL WATER MAINS SHALL BE PVC C80D,DR 18,CUSS,50. AN EXISTING SEVER THAT SHOWS NO EVIDENCE OF LEAKAGE AND THE WATERLINE IS INSTALLED IIIJOO-45 IS A REQUEST FOR APPROVAL(K CONDITIONAL
# ABOVE THE SENIOR A MINIMUM OF TWO FEET VERTICALLY AND FOUR FEET HORIZONTALLY. SHOULD USE PERMIT TO ESTABLISH AN AUTOMOTIVE DEALERSHIP
3. WATER AND SANITARY SEWER SERVICES SHALL MEET PLUMBING CODE REQUIREMENTS. EXCAVATION FOR ME WATERLINE PRODUCE EVIDENCE THAT THE SEWER IS LEAKING,THE SEWER MUST VATH SALES AND SERVICE OF NEW AND USED VEHICLES,
#Y 4. ALL WATER MAINS UNLESS OTHFRVASE NOTED SHALL HAVE A MINIMUM COVER OF 48•BELOW FINISHED BE REPAIRED OR REPLACED AS DESCRIBED IN SUBPARAGRAPHS(A)OR(D)OF THIS PARAGRAPH. A FORTY-FT POLE SIGN,TWO TWENTY-FT POLE SIGNS
GRADE. (F)THE SEWER NEED NOT BE DISTURBED WHERE A NEW WATERLINE IS TO CROSS OVER(BY TWO FEET OR
MID AR ON-SITE CAR WASH LOCATED AT 2501 WWAM
5. SANITARY SEWER PIPE SHALL 8E PVC SIXR-3S. E AVENUE.
MORE EXISTING SEWER SHOWING NO EVIDENCE OF LEAKAGE. SHOULD EXCAVATION FOR THE WATERLINE T
' B, WHEN WATER MAINS AND SANITARY SEWERS ARE INSTALLED,THEY SHALL BE INSTALLED NO CLOSER TO PRODUCE EVIDENCE THAT THE SEWER IS(LEAKING,THEN THE SEWER MUST BE REPAIRED OR REPLACED A REgUEST IS MADE TO WAIVE REWIRED INTERNAL
EACH OTHER THAN NINE FEET IN ALL DIRECTIONS AND PARALLEL.LINES MUST BE INSTALLED IN SEPARATE AS DESCRIBED M SUBSECTIONS(C)OR D). CROSS ACCESS TO ADJACENT DEVELOPMENTS SO THAT
6 TRENCHES. WHERE THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED,THE FOLLOWING 7. CONTRACTOR TO VERIFY ALL EXISTING SEWER FLOW LINES BEFORE BEGINNING CONSTRUCTION. SITE CAN BE SECURED AFTER HOURS
GUIDELINES SHALL APPLY. S. CONTRACTOR SHALL TIE A 1'WIDE PIECE OF RED PLASTIC FLAGGING TO THE END OF SEWER SERVICE AN
(A) WHERE A SANITARY SEWER PARALLELS A WATERLINE,THE SEWER SHALL BE CONSTRUCTED OF CAST SHALL LEAVE A MINIMUM OF 38"OF FLAGGING EXPOSED AFTER OACKFILL AFTER CURB AND PAVING IS Pacheco
IRON,DUCTILE IRON OR PVC MEETING ASTM SPECIFICATIONS NTH A PRESSURE RATING FOR BOTH COMPLETED,CONTRACTOR SHALL MARK THE LOCATION OF THE SEWER SERVICE ON THE CURB OF ALLEY • •
THE PPE AND JOINTS OF 150 PSL THE VERTICAL SEPARATION SHALL BE A MINIMUM OF TWO FEET IN ACCORDANCE NTH THE STANDARD CITY SPEOFICAMONS.
BETWEEN OUTSIDE DIAMETERS AND THE HORIZONTAL SEPARATION SHALL BE A MINIMUM OF FOUR
c 9. ALL SANITARY SEWER LINES SHALL BE TESTED IN ACCORDANCE NTH THE STANDARD CITY SPECIFICATIONS. 9401 L8J FREEWAY SUITE 300 DALLAS, TEXAS 75243 972.235.3031
4 S FEET BETWEENSANITARY
OUTSIDE DIAMETERS THE WATERLINE
SHALL TH LOCATED BELOW RU WATERLINE.
i W (8) WHERE A SANITARY SEWER CROSSES A WATERLINE AND THE SEWER IS CONSTRUCTED Of CAST IRON, 10. THE UTILITY CONTRACTOR SHALL INSTALL THE NITER SERVICES TD A POINT TWO AND
(SET BACK OF THE
m s CURB LINE AT A DEPTH OF 12 INCHES. THE METER OM SHALL BE FURNISHED AND INSTALLED BY KTHE
F DUCTI IRON IX PVC WITH A E MINIMUM PRESSURE RATING OF 150 MAINTAINED
AI ABSOLUTE MINIMUM CONTRACTOR AFTER THE PANIC CONTRACTOR HAS ED ON THE CTHEUR FINE GRADING BEHIND THE BACK OF �EOFTp WATER A SANITARY SEWER PLAN
SEWER S AL SIX INCHES BETWEEN OUTSIDE DIAMETERS SMALL IB NAND N E IN ADDITION.THE THE CURB. EACH SERVICE LOCATION WILL BE MARKED ON THE CURB,WTN A BLUE tEl-IFA•'A^By THE 'A*�'~���'••r'I
S SEWER SMALL BE LOCATED BELOW THE WATERLINE WHERE POSSIBLE AND ONE LENGTH OF THE �4f 48
a SEVER PIPE MUST BE CENTERED ON i}RE WATERLINE UTILITY CONTRACTOR AND RED TO PROPERTY CORNERS ON THE'RECORD DRAWNCS'. FW% \* AUDI DEALERSHIP Q GRAPEVINE
(C) PIPE,SIMI SEMIR-RdDSPLASTIC COMPOSITE PIPE,CLAY PIPE OR UNDER A WATERLINE AND THE SEWER SCONCRETECPI E WTH GA KETED 12. UTILITY TRENCHES TED OF ABS MUSS 11. ALL METER BOXES SHALL BE BACKALL BE AFlLLED WTH MATERIAL METED IN NON-TRAFFIC TING NCTCOG ITEM 6.2.10 AND MECHANICALLY CRNMTOPWEIL_NZ
+ JOINTS,A MINI ION MUM TWO FOOT SEPARATION DISTANCE SHALL BE MAINTAINED. IN ADDITION,THE COMPACTED IN Ir LIFTS TO THE TOP OF THE SUBGRADE TO A MINIMUM OF 959 STANDARD PROCTOR J.CATES SURVEY,ABSTRACT NO.315,
ti SEWER SHALL BE TWO
BELOW THE WATERLINE WHERE POSSIBLE AND ONE LENGTH OF THE DENSITY, PROSPECT PKWY @ S.H.121
5R SEWER PIPE MUST BE CENTERED ON THE WATERLINE. 13. VALVE BOXES SHALL BE FURNISHED AND SET ON EACH GATE VALVE. AFTER THE FINAL(LEAN-LP ANDWA
S (0) WHERE A SEWER CROSSES OVER A WATERLINE ALL PORTIONS OF THE SEWER WTH BEEN M NINE FEET OF ALIGNMENT HA5 COMPLETED.THE CONTRACTOR(UTILITY)SHALL POUR A CONCRETE BLOCK 24'X24"X6' AL
S THE WATER HE S NE SHALL BE CONSTRUCTED OF CAST IRON.DUCTILE IRON OR PVC PPE NTH A AROUND ALL VALVE BOXES TOPS SO THE FINISHED GRADE IS LEVEL NTH THE FINISHED GRADE. C1// OFGM4Pek NF, M AS
PRESSURE RATING OF AT LEAST IM P USING APPROPRIATE ADAPTERS. IN LIEU OF THIS
PROCEDURE,THE NEW CONVEYANCE MAY 8E ENCASED IN A JOINT OF 150 PS PRESSURE CUSS ,4- E REOURRED DUE TO CONSTRUCTION,POWER POLES TO BE BRACED OR RELOCATED AT CONTRACTORS THIS DOCUMENT IS RELEASED FOR THE PURPOSE
•- PIPE AT LEAST IS FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE NEW CONVEYANCE.THE EXPENSE. Ii'INTERIM RENEW UNDER THE W1NOPoIT of gHPoS10P,1ER �Ar PRAOOW p,,7E g(„4LE AV71S lBY.E Atl.
,J SPACE ARGON THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE FEET INTERVALS NTH SPACERS M.JONES.P.E.8288, ON 09/T4/00. IT IS
OR BE FRIED TO THE SPRING UNE NTH WASHED SAND. THE ENCASEMENT PPE SHOULD BE PNOT ERM'OPEPUSESESFIXt CONSTRUCTION.BIDDING OR J �A SEPT 7 �40• C6e1
CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH CEMENT GROUT OR MANUFACTURED 2000
9 SEAL
IRMD: 1968-00.140 005 N0: 1969-07
1 ! 11
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TIM'W.
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REMAINDER OF Fw.e 972-484-1230 Ofii-9 72464-73 73 `J
HERMAN SMITH & COMPANY IS... IN tts
( 1 (VOL 12527, PC. 2193) Fl+E
NOTE' N
L CONTRACTOR TO FO.L.GV THE CRITERIA AND REGU_ATDIN
FOR PRESERVING TREES.
2 NO TREE SMALL BE CUT DOVN OR REMOVED WITHOUT O NS-Ft.WOM
PERMIT FROM THE CITY OF GRAPEVINE TEXASANWM
! 1 3.CONTRACTOR TO CLEAR AND MR FOR SITE
4.DO GRADING AND aVE ANY
TREE EXISTING R VEGETATION.E
r o yi
4;. VITHMJT APPROVAL ARCHITECT CITY OF GRMEVTNE. PROJECT LOCATION
6 ,TPT 5.KING TD THE ATTENTION OF ARCHITECT FAR APPROVAL
,..
S 89.59'00� E - -- 607.80' REMaVAL OF AND LIMITS OF VEGETATION REMOVAL
Ecl-rd ow
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R-03'5316 %/!,i \ / TREE PRESERVATION METHODS
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„M 02 NORTH ELEVATION 01 WEST ELEVATION ICUOD-45 IS A REQUEST FOR APPROVA OF CONDI ONAL 1085
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SITE CAN BE SECUREO AF TER HOURS.