HomeMy WebLinkAboutCU2021-24ORDINANCE NO. 2021-055
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS ISSUING CONDITIONAL USE PERMIT
CU21-24 TO AMEND THE PREVIOUSLY APPROVED SITE
PLAN OF CU18-16 (ORDINANCE NO. 2018-53) FOR A
PLANNED COMMERCIAL CENTER, SPECIFICALLY TO
ALLOW A 17,680 SQUARE FOOT PARTS AND
DISTRIBUTION WAREHOUSE EXPANSION IN A DISTRICT
ZONED "CC"COMMUNITY COMMERCIAL DISTRICT 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); 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 and 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
particular piece of property is needed, is called for, and 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
Ordinance No. 2021-055 2
of the City of Grapevine, Texas, same being also known as Appendix"D"of the City Code,
by granting Conditional Use Permit No. CU21-24 to amend the previously approved site
plan of CU18-16 (Ordinance No. 2018-53) for a planned commercial center for an
automobile dealership (Classic Chevrolet Parts Warehouse)with the sale and repair of new
and used vehicles, specifically to allow a 17,680 square foot parts and distribution
warehouse expansion in a district zoned "CC"Community Commercial District Regulations
within the following described property: Lot 1R2, Block 1 R1, Classic Hummer 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.
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
Ordinance No. 2021-055 3
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 19th day of October, 2021.
APPROVED:
William D. Tate
Mayor
ATTEST: P
deo y
Tara Brooks
City Secretary
APPROVED AS TO FORM:
1c\N\b"). a
Matthew C.G. Boyle
City Attorney
Ordinance No. 2021-055 4
A CONDITIONAL USE APPLICATION FOR:
WKOER GF A vr7.7 GFF77;
7
2501 WILLIAM D. TATE, GRAPEVINE, TEXAS 76051
IIII II, II IIIIJYI I II IIII I IIIIJ1 111 111111111111111l1n1111111, I I h1111,1111111111111 iI,VIVL IILIId411l IIII I JIIIIII,I IIllllldl IIII,II11 IUIItl Ib1!lb lllli llllhl IIII tlnll'J lul IIII I'll e, I Ii do I III111111111111 i III IIJI IIIiIJII III II III IIIIII IhhIIdIIdIILLJIJIII IdIIpWI LIIIIIIIIII IIII IIIIollllll I illldllJ IIII I Io IYllillllI IIII llllullllll 111 hlli lltl.loIJIIIIJndlll 111 iNVIIIlOIIJUJIIIII IIIIAIhIIIIlI 11111111 Ilhlllll lJII I,II JII III IRId VJ11111 II IIII 11611 ih IIdIIII l I II I ' II I i8,1 IJi III VIi111llu Ill III IIIIIII lllll!VII III II illUJvl{lllllilll IIII I I II Ilbllll IIII lJt l,II III diII.JIh!I'll 'J, 61WS Ii l,t 41111 JII II IJI Ilhl llllll llYIYI II JII II IIJIII (IIIIIII II i,bllalll bWu l'Ii1111iW IIdII41 L Iliil L4hl411II IVIR IJJA OWNER: APPLICANT / CONTRACTOR: 2501
PARTNERS, LTD- 1101
STATE HIGHWAY 114
GRAPEVINE, TX 76051 P:
817-421-1200
DESIGN - BUILD GENERAL CONTRACTOR CONTACT: TOM DURANT 1150
E. KENNEDALE PKWY., KENNEDALE, TEXAS 76060 P: 817.478.1137
F 817.478.2544 PROPERTY INFORMATION: SCHEDULE OF
DRAWINGS: ZONING:
CC COMMUNITY COMMERCIAL
1 COVER SHEET / COMPUTATIONS
2 ARCHITECTURAL SITE PLAN
3 EXTERIOR ELEVATIONS 4
SITE PHOTOMETRIC PLAN
5 CONCEPTUAL LANDSCAPE PLAN
6 GRADING PLAN 7
EXISTING DRAINAGE AREA
MAP 8 PROPOSED DRAINAGE AREA
MAP 9 EROSION PLAN GENERAL
NOTES 1. ALL
REQUIREMENTS OF
THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF
CONSTRUCTION 2. PARKING FOR DISABLED
PERSONS SHALL BE DESIGNED ACCORDING TO CHAPTER 23, SECTION 23.64 THROUGH 23.
69 OF THE CODE OF ORDINANCES 3. ALL REFUSE STORAGE
AREAS SHALL BE DESIGNATED ACCORDING TO SECTION SO.B 3 4. ALL ON -SITE
ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND 5 ALL
TURNING RADII
ARE 35 FEET MINIMUM IN DIAMETER PER THE GRAPEVINE FIRE DEPARTMENT 6. TYPICAL PARKING
STALL
DIMENSIONS ARE 9'-O"X38'-0" 7. THE 2T WATER,
DRAINAGE AND LANDSCAPE EASEMENT IS NOT PERMITTED TO HAVE PERMANENT STRUCTURES ERECTED WITHIN
THATAREA B. PLANTER ISLANDS FOR
THE INTERIOR AREAS OF PARKING LOTS SHALL BE LOCATED NO FURTHER THAN EVERY TWELVE
PARKING SPACES AND AT THE TERMINUS OF EACH ROW 9. A MAIN GATE
SHALL BE CHOSEN FOR EMERGENCY ACCESS WITH AN OPTICOM TYPE SYSTEM INSTALLED ON THE CHOSEN
GATE IN ADDITION TO A KEY SWITCH AND MANUAL OVERRIDE DEVICE. ALL SECONDARY GATES/
SECURITY BARS SHALL HAVE KNOX PADLOCKS INSTALLED ARCHITECT: C A L
L
A H A N a F R E E M A N ARCHITECTS P: 817,478,
1765
1150 E. KENNEDALE PKWY
KENNEDALE, TX 76060 LEGAL
DESCRIPTION: LOT 1
R2, BLOCK
1 R1 CLASSIC HUMMER ADDITION LOCATED IN THE CITY
OF GRAPEVINE, TEXAS AND BEING OUT OF THE
J. CATES SURVEY, ABSTRACT NO. 315, TARRANT COUNTY, TEXAS
CURRENT USE: AUTOMOTIVE SALES
FACILITY PROPOSED
USE OF DEVELOPMENT:
EXPANSION OF AUTOMOTIVE PARTS
DISTRIBUTION WAREHOUSE TOTAL LOT AREA
TOTAL
BUILDING AREA FLOOR
AREA RATIO TOTAL
IMPERVIOUS AREA TOTAL
OPEN SPACE TOTAL
BUILDING AND PAVED
AREA LOT COMPUTATIONS
AMOUNT REQUIRED
60% MAX.
OR 778,
085 SF 80% MAX. OR 1,
037,446 SF 20% MIN. OR 259,
362 SF PARKING: TOTAL SITE AREA:
1,
296,808 SF REQUIRED PARKING: 1,296,
808/2,000 SF= 649 SPACES PARKING PROVIDED: EXISTING TOTAL
PARKING = 1,
858 EXISTING EMPLOYEE PARKING = 108
TOTAL PARKING = 1,835
SPACES REQUIRED HANDICAP PARKING = 2%
OF 649 OR 13 SPACES PROVIDED HANDICAP PARKING = 16
VICINITY MAP: ENGINEER/SURVEYOR
INPacheco Koch
Consulting Engineers
8350
N. Central Expressway,
Suite 1000 Dallas, Texas 75206-1600
972.235.3031 2501
WILLIAM D. TATE
GRAPEVINE, TX 76051 BUILDING
COMPUTATIONS AMOUNT PROVIDED
BUILDING HEIGHT
AREA 1,296,808 SF
EXISTING C-2 SERVICE FACILITY 1 STORY-36'-O" 23,811 SF 109,973 SF EXISTING
PRE -OWNED SALES 1 STORY-25'-0" 6,987 SF 8.5% OR 109,
973 SF EXISTING FUELING 1 STORY-18'-0" 1,783 SF 61% OR 797,071
SF EXISTING DETAIL SHOP 1 STORY-14'-5" 4,310 SF 30% OR 387,126
SF EXISTING PARTS DISTRIBUTION 2 STORY-25'-0" 37,436 SF 909,682 SF EXISTING
FLEET SALES 1 STORY-28'-O" 12,296 SF EXISTING MEDIUM DUTY 1
STORY-20'-0" 5,760 SF TRUCK FACILITY PROPOSED PARTS2STORY-25'-
0" 17,
680 SF WAREHOUSE EXPANSION TOTAL AREA109,973
SF SEPARATION TO CLOSEST BUILDING
144 LF
420 LF
435 LF
75 LF
LANDSCAPE ARCHITECT:
Leeming Design
Group LaBdseW
Arch9l
4913Fwk SmwDn,,,
S, i01B
NwthR hIWM,I, azT6180 Bin <p.pp,q
Fu1817)574% bmoghv mp"gskgioGlM 0 Z Z y
0 Q
LL
LU
Z
V LiJ V w
Off. Q a a
p Q = f9
ZD r
Z Q=
0
Q
z cZf C, JAtOCT
14
2021
V
U o N
Q By CONDITIONAL
USEREQUEST
CU21-
241S A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN
OF CU18-16 (ORD. 2018-1 FOR A PLANNED COMMERCIAL CENTER
FOR AN AUTOMOTIVE DEALERSHIP WITH THE SALES
AND SERVICE OF NEW AND USED VEHICLES, SPECIFICALLY TO ALLOW
FOR A 17,680 SQUARE FOOT PARTS WAREHOUSE EXPANSION. CASE
NAME. PARTS WAREHOUSE
ADDITION 75 LF CASE NUMBER.
CU21-24 LOCATION:2501 WILLIAM D.
TATE AVENUE LOT 1112, BLOCK iRl
425 LF MAYOR SECRETARY
310 LF
DATE: 0
LF PLANNING AND
ZONING COMMISSION CHAIRMAN DATE' SHEET. i
OF
9
APPROVAL DOES NOT AUTHORIZE
ANY WORK IN CONFLICT WITH ANY CODES
OR ORDINANCES, DEPARTMENTOF DEVELOPMENT SERVICES CASE
NAME: PARTS WAREHOUSE
ADDITION LOT 1R2, BLOCK 1R1
CLASSIC HUMMER ADDITION CASE
NUMBER. CU21-24
SHEET: 1 OF 9
DATE. 09-28-2021
REVISIONS - JOB NO: 50383
li
i1,11,111O
SHEET NO
FIT
EASEMENT EASEMENT STONE MEYERS PARKWAYEASEMENTEASEMENT
98750' L'116.12' EXISTING STEEL 40'ACCE55 AND SANITARY
EXISTING MONUMENT SIGN
TUBE GUARD RAIL50'X50'CELL TOWER _ '-_- \ , -_- _ -- - "--°--- -- US e31SEWERAND
LEASE AREA (BY SEPARATE mow
INSTRUMENT SU13.01)
10' UTILITY Y / j EXISTING PARKING
EASEMENT 1 _ CANOPY TYPICAL
I (
I
i / I
ONCOR ELECTRIC EXISTING CURBED
DELIVERY CO. I I ., I ,> ISLAND TYPICAL
FIRST BAPTIST CHURCH OF GRAPEVINE EASEMENT
INST. NO. D208081369)
ZONED"CC"-COMMUNITY
COMMERCIALEXISTING 4-
11 I
TOWERNSMISSION
fJLISTiNG CREE
Is I - ---_ _ _ -
I;
i.: 10'DRAINAGEEASEMENT
ARIABLE.WIDTH _
Y
ICI' i•/ "
Q';r- f- -_ i
DRAINAG MF\-----' 'Y s'
oi RIP RAP-
S0'DRAINAGE
I-- - EMENT l\q
ASE
4
1 /
h'
III % -EXISTING "/ / - 0'ACCESS AND SANITARY EASEMENT (
CREEK_
SEWER EASEMENT z
10'
UTILITY EASEM N i SO'
UTILITY EASEMENT 15'
LANOSUPE EASEMENT SEWE11jj//-
fr EASENENT20'
SANITARY \\ - - EXISTING LANDSCAPING ISLAND
TYPICAL WEREASEMENT \ E7u5'
fIF1G PARTS - •.- P'.' . `. i
1 DISTRIBUTION HUIL0R4G . EXISTING
i~" •-- O
lDNCOR E(E i
I f { DETAIL 1 wr- . 4] I _ VfRYCO.F RIC' )
171 SHOP 1 0l— ASEMENT
rxt , 1
fi 11_I Ib bIL11111 1 y EMPLOYEE
PARKING (11) - '- EMPLOYEE
PARKING(15 IH
ffa toLTf "-__
O _
FEMPLOYE [
PAItKL_
I EMPLOYEE
PARKING (7) _ 1
r
lit" NGOwSALESBUILOFDINfMPLOYEEpARKINI ,.-I -
X
I$ - ! -
I G(
1 - _ - 31 _ I I I
I 4-
44 W`
S b _
a t f%ISUNG42SERVIEE ,t. 77BUILDING
i EMPLOYEE PARKING (12) REFUSESTORAGEAREEXISTING
aB
j' { . i- ,.L- PRE-
OVINAM SALES EXISTNIS
MEDIUMDVtYI"` B
TRUCK FAQUTY EXISTING
STEEL TUBE GUARD
RAILEXISTING
D APPROACHALI rj-f, jrj I 'B..:
J E%
ISTING 40' TALL POLE I 1
L L'I -- 1 LEXISTINGSTEELMOUNTEDSIGN - _ _ { -jF ` - - "_ ( ' TUBEGATE1
i }' R _
3574.7zLl` 1 - --hf v 'J
x
f>.
1=
4=51 LIB_ rL11k'1LI SrAr ', l I ,
I - - ------ EXTSTING ---- --- - --_ -- - -- - i
E %1 - __ ONUMENTSIGNGkwAYAPPROACH- 121 --. _
f
tIC' SERV/ ROAD)
Tt'.
11_
AD 'R:2"'
B
4*i_1a0.2P G ISTING STEEL
TUBE _ '
S - GUA0.D RAIL
CARCHITECTURAL SITE PLAN
SCALE 1'=60'-
O" 60' ® 60' SCALE
E%ISTING
CONCRETE
PAVEMENT TYPICAL EXISTING
APPROACH EXISTING
STEEL TUBE
GUARD RAIL
I I EXISTING
40'
TALL
POLE -EXISTING COMPRESSED MOUNTEDSIGN NATURAL GAS
EQUIPMENT EXISTING APPROACH EXISTING
STEELTUBE GATE EXISTING 40' TALL POLE MOUNTED SIGN 0
L o
O. O ZrnO -
c4c
of
ED a w z
z U v w
w GENERALNOTES: a
CL CC - 1 EXISTINGCONCRETE
PAVING SHAI I BE SAWCUT AND REMOVED IO ACCEPT THE LARGER
FOOTPRINT OF IHE PROPOSED PARTS WAREHOUSE ADDITION Lu 2
ALL EXISTING
WATER, SEWER, AND ELECTRICAL SERVICE UTILITIES SHAI L BE
CONNECTED TO THE PROPOSED PARTS WAREHOUSE ADDITION. O 3 ALL ON
SITE ESHATCALCON DUC/OR ERG O UN11- WITH NEW CONSTRUCTION SHALL eELOCATEDUNDERGROUND. J C!> a
T ` 0
F
4
ALL REQUIREMENTS
OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE
MET DURING THE PERIOD OF CONSTRUCTION.- U a 0
V Jto
Q N CONDITIONAL
USE REQUEST
CU21-24 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE
PLAN OF CU18-16 (ORD. 2018-OS3) FOR A PLANNED COMMERCIAL
CENTER FOR AN AUTOMOTIVE DEALERSHIP WITH THE
SALES AND SERVICE OF NEW AND USED VEHICLES, SPECIFICALLY TO
ALLOW FOR A 17,680 SQUARE FOOT PARTS WAREHOUSE EXPANSION.
CASE NAME PARTS
WAREHOUSE ADDITION CASE NUMBER: CU21-
24 LOCATION:2501 WILLIAM
D. TATE AVENUE LOT 1R2, BLOCK
IRi MAYOR SECRETARY DATE:
DATE09-28-
2021
PLANNING AND ZONING COMMISSION
REVISIONS' CHAIRMAN DATE. SHEET 2
OF
9
APPROVAL DOES NOT AUTHORIZE
ANY WORK IN CON FLICI WITH ANY
CO DES OR ORDI NANCES JOB Ni 50383 DEPARTMENT OF DEVELOPMENT SERVICES
SHEET NO S CASE
NAME: PARTS WAREHOUSE
ADDITION LOT SR2, BLOCK 1R1
p CLASSIC HUMMER ADDITION Q
USE NUMBER: CU2124
p
SHEET: 2 OF 9
z
WALL MOUNTED LIGHT PAINTED DOWNSPOUT WITH PREFINISHED METAL PAINTED ACCENT BANDS NEW ADOtTION EXISTING FACILITYFIXTURE (TYP OF 6) OVERFLOW SCUPPER TO COPING TO MATCH EXISTING —
MATCH EXISTING TYP
jl . "I ..
w
PARTS
I
a a
e a
m
FIN. FLOOR I , II r
PAINTEDPERSONNEL PREFINISHED METAI INSULATED PRECAST
METAL PERSONNEL DOOR LOUVER. TYP CONCRETE PANEL WITH
FINISH TO MATCH EXISTING
PERCENTAGE OF MASONRY 100%
O FRONT ELEVATION - (WEST)
oOVERALLAREAi1,597 SF ~
F
SCALE i/8"=1'-0"
AREA OF MASONRY 1,597 SF
za o
m 60oa
EXISTING FACII ITY drJ NEW ADDITION
PAINTED ACCENT BANDS PREFINISHED METAL PREFINISHED METAL WALL MOUNTED LIGHT
TO MATCH EXISTING COPING IOUVER. TYP FIXTURE( PO )
PA EL '
j o
cri y
Z
0 X w
U w Z
J CW U w
fs
a
II
dill I
Q
a 0
FI BOOR
100'-0" W
CONCRINSULATED PRECASTCONCRETEPANELWITH
C LEFT ELEVATION - (NORTH) '
PERCENTAGE OF MASONRY
1394
FINISH TO MATCH EXISTING J Q Iw" Z OVERALL AREA 3,3945E
Z p - SCALE i/e"=1'A"
AREA OF MASONRY 3,394 SF Z G
Lu
NEW MOITION PREFINISHED PAINTED ACCENT BANDS WALL MOUNTED LIGHT PAINTED DOWNSPOUT WITH Q V " Q -- - --- - -- - --- --- _ - - - , - -- - - -- - _ - --- - - --- -- --- - - - -- --- - ETAL COPI TO MATCH EXISTING XTUR (TYP O )
MATCH EXISI ING, TYP _
T.o. PP I'- ZZ
M {{
LC
NG
jj/'
FI E TY F 6 / 0 FRFLOW SCUPPER TO
v, J
1 - -
1 -_- _ - — -' /_- — - 2
GL
m -
I - '
I!
j
Re
I ` I
ioo ooR `dam
PAINTED XXT HOLLOW— INSULATED PRECAST—
METALPERSONNEL DOOR GONCRETEPANELWITH 'Pj. BIBT e0A FINISHTOMATCHEXISTING 'qTg O
REAR ELEVATION - (EAST) PERCENTAGE
OF MASONRY 100% 09
2-0 1 3OVERALLAREA1,631 $f CASE NAME: PARTS WAREHOUSE ADDITION SCALE1/S"=1'-0" CASE
NUMBER: CU21-24 AREA
OF MASONRY 1,631 SF CONDITIONAL USE REQUEST CU21-24 IS A REQUEST TO AMEND THE LOCATION:z501 wauaM D TATE AVENUE LOT
IR2, BLOCK 1R3 _ PREVIOUSLY
APPROVED SITE PLAN OF CU18-16 (ORD. 2018-053) FOR A
PLANNED COMMERCIAL CENTER FOR AN AUTOMOTIVE MAYOR
SECRETARY iea,iuiw DEALERSHIP WITH
THE SALES AND SERVICE OF NEW AND USED VEHICLES, SPECIFICALLY
TO ALLOW FOR A 17,680 SQUARE FOOT DATE DATE' 09-
28.2021 PARTS WAREHOUSEEXPANSION. REVISIONS PLANNING
ANDZONINGCOMMISSION - CHAIRMAN DATE:
PERCENTAGE
OF
MASONRY 100% SHEET:
9
OF 9 - OF ENTIRE
STRUCTURE APPROVAL DOES
NOT AUTHORIZE ANY WORK IN = OVERALL ARFA
6,622 SF CONFLICT WITH ANY CODES OR ORDINANCES. JOB NO 50383 AREA OF
MASONRY 6,622 SF DEPARTMENT OF DEVELOPMENT SERVICES SHEET NO
CASE NAME:
PARTS WAREHOUSE ADDITION = LOT lR2SIC
RA Rl CLASSICHUMMERADDITIONJ( _ CASE
NUMBER:
CU21-24 _ SHEET. 3
OF 9 -
bo bo bo bo bo b.o be to bo 0o bo 0o ba bo be to bo bo to bo bo bo bo bD bD bo 0o Bo bo bo bD bo bs ba bo bo bo
be be bo bD be to bo bo be bo bo bo bo bo bo be bo bo bo bo be be bo to bo be bo be bo 0o be be be be bo 0o 00
bo be bo be b.o bo bo bo be be bo be be bo to be bo be be ba bo to bo ba bo be be be bo to bo bo ba be be be be
be be be bo be be bo bD be to bo bD be bo bo to bo bo be bo be be be bo bo be bo be bo be be be bo bo bo bo bo
oa bo be be bo bo be bo ao be be be be be ao b1 o, b, b1 01 b, 01 b, b1 b1 b, b1 a1 b, bo bo 0o bo be bo be be
be be be be bo oa be 0o ao 0o be 0o bo oa 6, b1 a, bi bz bz bz az bz oz bz b2 0, b, 'a, o, be be bo oo Bo 0o oo
be ba he be bo be be be be I bo 0o ba b, 01 b1 b2 32 bs to b4 b4 b4 b4 b4 b3 bs b2 bz Di be be be bo be be be
to bp bo be be be bo bo be bo bo be b1 b, bi b2 b3 b4 be br be be be be bs b> be b4 b2 bo be be bo bo be to be
lop be bo ba be bo ba bo be bo bo o b, b1 bz b4 bs be i1 i3 ,s is ,s ie ie 13 io be bo ba be be be bo bo be to
be bo be bo bo bD bo bo bo be bo b1 b1 bz b3 be 10 ie 4a 43 5, Sr e1 Se bz 4s 1a bo be be be be be bo b.o be be
be bo be to bo bo to bo bo bo be 'o, b+ bz b4 be is 4e br 5e 'ss 5s es Se 134 ao be be bo bo be bo bo
oa to he oo bo 0o be ea oo 0o to of o, 03 os 1e zo Sr 49 30 s e, s ss be be3
Wes 'szW i bo 00 00 00 00
be be bo be to be 0o be be 0o to o, 01 b3 as a 42 4, bo 0o be 0o 0o IT ao be
to 0o bo 0o be oe be be be 0o be I bz o3 br +4 ze be ;.W bo 0o be be be an be
be be to oa oo to oa be to I be o, bz o4 be I Sz bz be be bo be be 0o as be
be be ba oo ao DD be ao 00 0o D, o, b, a4 be 1r Ss 111 b3 be be be oo be ao be
0o be be be as be oo be 0o be o, b+ 02 bs os ie 52 s1 Sz ba be oo bo be bo be
be be be 0o to 0o be as to oc a, o, b2 be I +s 32 s, ; W to be 0o ao be 0o ao bo
be be bo oD bo be be 00 oa b1 0, b2 os os is Ss b2 to o0
be 00 oa oo eo ao be
to be bo bo bo be to bo 0o b, 01 b2 os be 1e Ss '63 be be bo 0o bo be bo ao ao
oo 00 oe to be oo eo 0o oa of oaz as ,o ,e s2 'a, ;e oD o0 oa o0 00 oa ao be be
be oa bD be oo be bo 0o b+ b, b2 bs be I 53 a2 7 W be
be
ao be be be be oo be
be 0o be be he 0o I be b1 01 b2 a4 be v Ss 51 e2 be ba be 0o be bo be be oo
00 0o Do 00 be ao 00 00 0o o, b2 04 oe ,o 52 s1 bs oa be Do 0o Do be ao bo be
ea oo be 0o 0o ao as oo be o, b2 03 02 ,4 4s 54 ;2 be be o0 0o be bo W to
be
bo
0o oe ao be be be 00 00 oo of o+ e3 I ,1 z, '4o 'ss a.o be 0o be be to, b.o to oa
be ao be bo be to be be be o, b1 a3 os os ,e 5+ 52 be oa be be oa o0 be oo be ao be be oo 0o 00 0o bo ao be be
ba to be be be bo be be be o, b, 02 b4 ee i3 1e ie be bo be bo to bo bo bo bo bo oo bn be to be be bo to Calculation Summary
Label CalcType
Units OUTDOOR CALCS
Illuminance Fc Luminaire Schedule
Symbol Cty
Label Arrangement R 6
W SINGLE Based on
the Information provided, all dimensions and lum mire locations shown represent recommended positions. The
engmeer and/or architect must determine the applicability of the layout to existing or future field conditions.
This lighting plan represents illumination levels calculated from laboratory data taken under controlled
conditions In accordance with The illummaung Engineering Society (IES) approved methods. Actual
performance of any manufacturers luminaires may vary due fo changes in electrical voltage, tolerance
in lamps/LED's and other variable field conditions Calculations do not include obstructions such
as buildings, curbs, landscaping, or any other architectural elements unless noted Fortune nomenclature
noted does not include mounting hardware or poles. This drawing oe for photomethc evaluation purposes
only and should not be used as a construction document or as a final document for ordering product
OSITE PHOTOMETRIC
PLAN SCALE 1"=
20'-O' Avg Max
0.52
9.2 Description XWM-
FT-
LED-12L-50-14' MH Min Avg/
Min Max/Min i 0.
0
N.A. N.A. LLD LDD
LLF Art. Lum. Lumens Arr. Watts 1.000
1.000 1.000 11838 102.2 CONDITIONAL USE
REQUEST CU21-24 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED
SITE PLAN OF CU18-16(ORD. 2018-053)FOR A PLANNED
COMMERCIAL CENTER FOR AN AUTOMOTIVE DEALERSHIP WITH
THE SALES AND SERVICE OF NEW AND USED VEHICLES, SPECIFICALLY
TO ALLOW FOR A 17,680 SQUARE FOOT PARTS WAREHOUSE
EXPANSION. LO-154343-
1 CLASSIC PARTS-
u lu
25a1a WIIIIAM
0 TATE BLYc e.sv,
e a
a m'
e aO
0
z0
z
o
m^
S
ze o
00 0
Z
o y CDO
U fA
Z O
d
W ! Q W
z Z W J
C/1 Q a
I W >
O
m
F- Z
LLI ('
0 z
t
UCf.') m -
U 4Q
N
AR CS
RR
T
4pT4 sle'
1 Pa TE CASE
NAME:
PARTS WAREHOUSE ADDITION 09YLBf201 - CASE
NUMBER.
CU2124 LOCATION:2501 WILLIAM
D TATE AVENUE LOT 1112, BLOCK
1R3 MAYOR SECRETARY DATE.
DATE: 09-
28.
2021 PLANNING AND ZONING
COMMISSION REVISIONS CHAIRMAN DATE: SHEET.
4
OF
9 APPROVAL DOES NOT
AUTHORIZE ANY WORK IN CONFLICT WITH ANY
CODES OR ORDINANCES. JOB NO 50383 DEPARTMENT OF DEVELOPMENT
SERVICES SHEET NO. ' CASE
NAME, PARTS
WAREHOUSE ADDITION LOT BLOCK CK
1RRI w _ CLASSICSIC HUMMER ADDITION
CASE NUMBER: CU21-
24 SHEET. 4 OF
9
DRENCH WITH COMPOST TEA ( i/ f
OR GINSTALLATIONJUICE AT TIME '
V /"
j
OF IN51"AMATION a
TREE STAKING BE PROVIDED FI//
REONLYASREQUIRED OR AT REQUEST IV( OF ARCHITECT W
REIMBUANDSCAPERSEDANDREIMBURSED AT PER TREE COST o _
f
EXISTING NATIVE SOIL BACKFJLL ONLY
SHREDDED CEDAR MULCH AS SPECIFIED
TAPER FROM 1/2' AT TRUNK TO 3-5" FINISH GRADE
AT OUTSIDE EDGE TREE HOLE
IXISTING
3
UNDISTURBED SUBGRADC
MODEL 65BG-NS BELOW -GRADE
TREE STAKING AS MINES. BY"
TREE STAKE
www.treestakesolubons.rom)
TREE PLAINTING
SHADE TREE - 3" CAL and smaller
not to —Ii
LANDSCAPE NOTES
1. ALL SHADE TREES SHALL BE MINIMUM 3" CALIPER LIVE OAKS (QUERCUS
VIRGINIANA), LOCATED AS SHOWN.
2. ALL SHADE TREES SHALL BE PLANTED AS PER DETAIL THIS SHEET.
3. ALL LANDSCAPE AREAS SHALL BE WATERED WITH AUTOMATIC IRRIGATION
SYSTEM, COMPLETE WITH FREEZE SENSOR, RAIN STAT, AND CONTROLLER.
SYSTEM SHALL BE DESIGNED TO UTILIZE WATER -SAVING TECHNIQUES AND
EQUIPMENT. INSTALLATION OF SYSTEM SHALL BE MADE BY A FIRM DULY
LICENSED UNDER ARTICLE NO. 8751 VTCS (LICENSED IRRIGATORS ACT),
STONE MEYERS PARKWAY S.B. NO.259.
M
F /f s
ME .TREE yyi
PROPOSED
O1 I
I
3
l 1J 4
o - ---- 1 .
CIII
in
i -- ----------
J
y u
y
ml
1
7/`
j(
121s,-
R --
B
c
PROPOSED
PERIMETERCITY
REQUIREMENTS OFF-
STREET PARKING AREAS (IP) INTERIOR
LANDSCAPING GROSS
PARKING 835,5565E MIN,
10% GROSS PARKING TO BE LANDSCAPE REQUIRED
81,556 SF EXISTING
99,974 SF 1
TREE PER 400 SQ. FT REQUIRED INTERIOR AREA EXISTING
81556SF _ 204 TREES REQUIRED 400
204 TREES PROPOSED PERIMETER
LANDSCAPING (P) IS'
LANDSCAPE BUFFER ADJACENT TO PUBLIC MEET 10'
LANDSCAPE BUFFER ADJACENT TO PROPERTY LINES STREET
BUFFERS 1
TREE PER 50 LIN. FT. 121/
360 1383' 28 REQUIRED 27 EX + IPROPOSED PROSPECT
WAY 1118 23 REQUIRED 19 EX + 4 PROPOSED STONE
MEYERS 629 13 REQUIRED 13 PROPOSED ADJACENT
SUFFERS 1
TREE PER 50 LIN. FT NORTHWEST
P L 460' 9 REQUIRED 9 EXISTING NORTHEAST
P L 226' 5 REQUIRED 3 EX+ 2 PROPOSED NON -
VEHICULAR OPEN SPACE (NV) PROPOSED
SITE LIMITS 1,113,279 SF OPEN
SPACE 159,594 SF i
TREE PER 25M SF OPEN SPACE REQUIRED
64 TREES PROVIDED
28 EXISTING + EXISTING NATIVE TREE STAND I
TREE
LEGEND EC
TREE TO REMAIN INTERIOR
PARKING D1.
TREE TO REMAIN PERIMETER
EX
TREE TO REMAIN NON -
VEHICULAR 0
TYPICAL PROPOSED 3"
LIVE OAK TOTAL -
7) north
scale;
1" = 60'-0" 0
60 - 180 30
120 CC'
dDi `I UI.AL USE R_,2U=ST CU21 24 IS A R iJESi 0 AME`IJ 14E CL
I
APP,
111EE SITE PLAT: OF T pit--'6 (JP., 2:18 C`_3,, FIJP A
Pt-ANNED L.OMMERCix_ CENTER Ff.R AN ALTJNO'15- CLALEPSIdP
Pr H TIE SALES AND SERa_E CF N_W ANC JSED I
VEH,CLES, S'ECI ICAL_Y TO A100, FCR A 17,680 SCL,ARE F01 DAFT, VJAREHDUS" -
FPANSIIN i CASE
NAME-
PARTS WAREHOUSE ADDITION CASE NUMBER:
CU2' 24 LOCATJON:250'
WILLIAM D. TATE AVENUE LOT IR2,
BOCK IRi MAYOR SECRETARY
DATE PLANNING
AND
ZONING COMMISSION 2 PROPO-
D PERIMETER ES
CHAIRMANDATE SHEET.
5
OF 10 APPROVAL DOES
NOT AUTHORIZE ANY WORK IN CONFLICT WITH
ANY CODES OR ORDINANCES 2 PROPO;
D PERIMETER DEPARTMENT
OF DEVELOPMENT SERVICES TREES CASE
NAME
PARTS WAREHOUSE ADDITION LOT 1R2,
BLOCK 1R1 CLASSIC HUMMER
ADDITION CASE NUMBER
CU21-24 SHEET S
OF 10 LANDSCAPE PLAN
Leeming Design
Group
JJiv RuT.
Srou pn c, Sme lGLidBBpArchitecture ciure Y'NaFftr,dH,10alha Py
31)S;rLF6w ku1F
i
tTlLi'
b lim4'dvmAu,-. #.r. hd of w f— yf3 W f- U
u
d
now
d
v
m
Ox 0
zo $3 oQ
r
V1
to Of
d
W w
W W
ZJL-U
C W 0
J
m H W ~ Z
V
d j
0
Q
m
C-3 O
Q N DATE
09-28-20P"
REVISIONS JOB
NO. SHEET NO 5
Y
ri f- _ _
1
4 - GRAPHIC SCALE IN FEET
t _ - - L_ E=-:: C=N; E= r-J C
LLARDEELOECTRC METER
GNiR TANG ARD
a; ;
r
oOLE
IQ r
WATER METER
0 y, WATER VALVEyZ BOB-_
W IRRIGATION CONTROL VALVE
EBB` rxQ FIRE HYDRANTe
PROSPECT PARI(WAY
P
MANHOCLEANLEIbW
TRAFFIC SIGNAL POLECONTROL
v UTUTY EAsruEUT-
REPLACE DISTURBED ROCK - \ cA , KEY MAP `LAG POLE
B
a --o- 211
ROCK AND
VIAL SIZE - \ I e ,R! , (NOT TO SCALE 4 TTRRAFIC ISIGN RODr - - — — EXTENTS - \ \ i Ka M1t - ' ' =
s
IRS
t 2-
LINEMONUMENT ET
RIP RAP TO ORIGINAL /"
1 C.M CONTROLLING MONPACHECOH
PROPOSED 3' W10E _ PROPERTY
o• UnUtY ee* - - - CONCRETE FLUME. SEE-- — _
I— -- - -
sec \ - _ P -_ t(((((( ; i f x FENCE
cc.e. A soe 2x pat - DETAIL 1, THIS SHEET (6613 ExIST CONTOUR TY LINE
PROP 15'X75' OF
8' ROCK RIP RA /
EXIST SPOT E CURB Nss1zasEXISTTOPOFCURBE6N nON
1 eiz is
L UEXISTGUTTERELEVATION A
n "- PROPOSED CONTOUR
O — — — — — — — — — — — — ^— — ---E — — — PROPOSE TOP OF CCURS ELEVATIONPROP
EL 614.25 PROPOSED SPOTEELEVAnONO
IONFL T'' 82D,_5p
r ----- - ---- -_--- PROPOSED GROUND ELEVATIONONAr
G 6t 4.00
PROPOSED TOP OF
0 BOTTOM OF WALL
p®
SO&DO- _
1
q , \ \
u ,r,,\
MTRATCH EXISTIN G GRADEPROPOSED SWALE
PRO OSED
GRADE BREAK PROPOSED DRAINAGE
DIR TO sT9 _= POOSED _-___
o0-YRFLOOOPIIN L N, IFF=580.
001 V GILT FENCE (u,MITs 01 DISTURBED AR EA) HECK DAM I . I
y l
tSAWC \
r \ q
O
TES
1.
GRADING
TO ICAL
REPORT
FOR
REQUIREMENTS REGARDING FILL COMPACTION Q i ROCTO NOTED
ALL
HILL
IS D UM 1 MA)GM M
D
OF A B
NICHEA }
ACCESSIBLE
ROUTES
t BE
COMPACTED TO
A
MINIMUM OF 93t STANDARD OPTIMUM MOISTURE CONTENT FILL
TO PLACED IN SHALL HAVE A RUNNING
ESLOPEATER H GREATER 4 SPACES AND ROUTES
THAN Si (UNLESS OTHERWISE
NOTED GRADING aF ALL HANDICAPPED )
AND A CROSS SLOPE
NOCOIJ F TO FEDERAL, 1.Fj„ 879.95 - - - \ '
S \ 5. ALA PROPOSED AND EXITE
AND
LOCAL STING GRADES1 -PAYED
ARE 'FINISHED GRADE L. IN LANDSCAPE BEDTOPOFMULOILADINGMATERIAL). S. UNLESS NOTED, STORM
DRAIN LINES SI1 BE OF THE FOLLOWING MATERIALS AND 10 - • - - .- - :-_-- -_-_- _ _ = I _ \\ INSTALLED6 ARCPIC-76,COR CE WITH MANUFACN S SPECIFICATIONS JA l EXISTING - _ _ ONE
STORY
I = '
p
HANCg21 HI O S.
D.. CONTECH ALUMINIZED
ULTRA FLOW MASONRY BOLDING. p r
t{ BE'FORTERRA
PIPE
AND
RECAST' CATCH BASIN 7. 9 NOTED. CRATEINLETSiDI - 5JS C 1
t SHOWN.
OR
MROYID
EQUAL FINAL PINING, CURB, AND
SIDEWALK ELEVATIONS WALL BE PLACED AT PLUS OR MINUS REF ER TO _ p
1FOR CRATE,, ROCK
MAATTENAL DEEMETIONS FOR D BY THEENGANDINEERNG 70OU81 EUNSUITABLEDEri TRENCHBSUBBACKFlLL
MATERIAL
SMSMALL
BE ALL CONFORMED OF TOE
REQUIREMENTS 01SETE
AT CONTRACTOR'S NI.
ITEM 304.2 AND SHALL BE
MECHANICALLY N -IN CH \ \\ - MINIMUM OF 95X STANDARD ROCTER
DENSITY INACCORDANCEWITTHE TOP H T i. NNCCTCCG ITEM304,E UNLESS
OTHERWISE SHOWN
ON THESE PLANS OR STATED IN THE EXSTINC - "-• L - - - - STANDARD SHALL SPECIFICATIONS ONE STORY - —__ - - _ - .__-_ - _
I ' - - { - -\ - \ I NCTCOC ITEM304.
3 UNLESS T - - - - \ Y. OTHERWISE SOWN ON THESE THE
REQUIREMENTS STATED IN THE STANDARD CITY MASONRY BUIL01Nc - --_ - - - I - - _ 4 , w SPECIFICATIONS. MANHOLE13. INLET
ROUND MNEAR T CHEOVERCITY
SPECIFICATIONS
SHALL BE PLACED IN ALL 14. ALL CONCRETE FOR INLETS AND DRAINAGE
STRUCTURES SHALL CONFORM TO NCTCOG N _ \\ -- \ . ` ITEM 70.2.4, CIASS'A' ( )
UNLESS
OTHERWISE SHOWN ON THESE PLANS OR STATED I ST D CTY E C
TIONS t 13. CRUSHED STONE BEDDING OR APPROVED
EQUAL SHALL BE PROVIDED BY THE CONTRACTOR WHEN ROCK IS ENCOUNTERED IN TRENCHES
THERE SHALL BE NO IT ADDITIONAL PAY ITEM FOR CRUSHED STONEBEDDINGI - - - e l _ \ \ s l 18. IF
REQUIRED DUE TO CONSTRUCTION, POWER POLES TO BE BRACED OR RELOCATED AT CONTRACTOR'S EXPENSE. CONDITIONAL USE REQUEST CU21-
24 IS A
REQUEST TO AMEND THE IIN PREVIOUSLY APPROVED SITE PLAN OF CU78-
16 (
ORD. 2018-053) FOR O A PLANNED COMMERCIAL CENTER FOR AN AUTOMOTIVE
DEALERSHIP WITH THE SALES AND SERVICE OF
NEW AND USED C 3' 1" 5" V_O" VEHICLES, SPECIFICALLY
TO ALLOW FOR A 17,680 SQUARE FOOT Q J3 BAR -I- - - - PARTS WAREHOUSE EXPANSION. ISSUED
FOR PRELIMINARY PRICING PURPOSES ONLY y
CONTINUOUS, TYP. - --'-'-'- _ _ - SUBJECT TO REVISION PRIOR TO
CONSTRUCTION CONC.
CURB ( ) O R & GUTTER THESE DOCUMENTSHAVEBEEN PREPARED
BY THE ENGINEER WITH THE INTENT OF M=j COMPLYING WITH ALL CITY STANDARD REQUIREMENTS THESEDOCUMENTSHAVEIYCASENAME: PARTS WAREHOUSE ADDITION mu BEENAPPROVEDANDRELEASEDFORCONSTRUCTIONBYTHEdTYASq' iHIS sE CASE NUMBER: CU21-24 DATE AND, THEREFORE. REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. LOCATION:2501WILUAM D.TATEAVENUE BY ANY USE
OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING LOT 1R2, BLOCK iRl PRIOR TO ANY
CONSTRUCTION. Y ~ OF THE PREDMNARY STATUS OF THE
PLANS AND THE POTENTIAL FOR REVISION W LLL MAYOR SECRETARY o NO. 3 BARS
COMPACTED
SUBCRADE TO
12" O.C. BOTHWAYSDATE957
STANDARD PROCTOR J' rc F
PLANNING
ANDZONING COMMISSION LU mOPLUME
DETAIL CHAIRMAN NO, DATE REVISION
NOT TO SCALE 7357
RAMBLER ROAD SUITE I—
T m h _ o Koch DALLAS. TX 75231 971235.3031
V j DATE' SURVENNC FIRM LS-10008000 % n SHEET:
6 OF
9 „,.._,,, - T% RED ENgNEERiNC
FIRM F-489 V APPROVAL DOES NOTAUTHORIZE ANY WORK IN w Q%
Q CONFLICTWITH ANYCODESOR ORDINANCES. GRADING PLAN J NARYYDEPARTMENTOFDEVELOPMENTSERVICESNOTFOR
C(
ONSTRUCCTION CLASSIC CHEVROLET GRAPEVINE THIS ISSUED S IDOCUMENT SSUED FOR THE
WAREHOUSE ADDITIONPURPOSEOFDOCUMENTRENEW ONLY CASE LOT BLOCKIPARTSWAREHOUSEADDITIONBIDOING. ORCONSTRUCTION PURPOSES SITE
DEVELOPMENT
SERVICES AND IS NOT INTENDED FOR PERMITTING, ry LOT
SIC BLOCK 1R7 PLANS PREPARED UNDER
THE DIRECT
mCLASSIC
HUMMER ADDITION (
SUPERVISION OF CHRISTOPHER M. JOHM
P.E CITY
OF GRAPEVINE, TARRANT COUNTY, TEXAS o CASE NUMBER: CU21-24 TEXAS REGISTRATION NO. $
2681 DATE 09/28/2021
DESIGN DRAWN DATE SCALE
NOTES FILE NO. SHEET: 6 OF 9 Um - LHN JTS I
20P 1'-20' I
I I 6 PK FILE: 1969-21.504 PK-1969-21.
504GRAD.DWG
o»
o ` m PROJECT LOCATION /
c A
W
4j
I - - w ' 'Iy
1-go
1 PROSPECT PARKWAY -
1 "--- (
NOT
KEYDMAP
so
5 \ ` N Ste\
o
a
575
to
o
a
GRAPHIC
40 60
LSCALE IN FEET
L_l=® E=1V
BOLLARD
f"m ELECTRIC METER
iE
POWER POLE
UGHT STANDARD
WATER METER
w"s
d
WATER VALVE
IRRIGATION CONTROL VALVE
FIRE HYDRANT
9. CLEANOUT
N(OJ MANHOLETRAFFIC SIGNAL CONTROL
TRAFFIC SIGNAL POLE
O TELEPHONE BOX
F_000 LIGHT
f°. FLAG POLE
TRAFFIC SIGN
PROPERTY LINE
FENCE
613 EXISTING CONTOUR
I] GRAINAGE FLOW DIRECTION
E 100-YR VLOCOPLAIN LIM.TS
M Y DRAINAGE DIVIDE
IX 81 EXISTING DRAINAGE AREA ID
AREA IN ACRES
7.D9 0- IN CUBIC FEET PER SECOND
CASE NAME
CASE NUMBER.
LOCATION.
MAYOR SECRETARY
DATE
PLANNING AND ZONING COMMISSION
CHAIRMAN
N. DATE
SHEETSHEET_OF
APPROVAL WE_ AUTHORIZERI2E ANY WORK IN CON
CT WITH OR SnNG ORDINANCES
ONE STORY
MASON
BUILDING DEPARTMENT
DEVELOPMENT SERVICES J D C
A
DRAINAGE REA
TABLEEXISTING f ONE - _—_ _
J' I - \' --
y `
1 ++ I DRAINAGEAREA Tc
II G acres C COMMENTS
AREA
ID ( IIIr CfB U) MASONRY BUILDING _
BUILDING t` RII 0.
80 (
l
DA 1 0.89 10 77.80 8.40 DRAINS TO FLUME aI I CONDITIONAL
USE
REQUEST
CU21-24 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE
PLAN OF CU18-16 (ORD. 2018-053) FOR A PLANNED COMMERCIAL
CENTER FOR AN AUTOMOTIVE DEALERSHIP WITH THE
SALES AND SERVICE OF NEW AND USED VEHICLES, SPECIFICALLY TO
ALLOW FOR A 17,680 SQUARE FOOT PARTS WAREHOUSE EXPANSION.
ISSUED FOR PRELIMINARY
PRICING PURPOSES ONLY SUBJECT TO REVISION
PRIOR TO CONSTRUCTION) THESE DOCUMENTS HAVE
BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF CASE NAME: PARTS
WAREHOUSE ADDITION COMPUTING WITH ALL
CITY STANDARD REQUIREMENTS THESE DOCUMENTS HAVE a BEEN APPROVED
AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS CASE NUMBER. CU21-
24 DATE AND, THEREFORE, REVISIONS MAY BE REWIRED PRIOR TO CONSTRUCTION. LOCAT70N:2501 WILLIAM
D. TATE AVENUE BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEM UNDERSTANDING OF THE PRELIMINARY
STATUS OF THE PUNS AND THE POTENTIAL FOR REVISION LOT IR2, BLOCKSR1PRIORTOANYCONSTRUCTION. MAYOR SECRETARY DATE:
4 3
PUNNING
ANDZONING COMMISSION CHAIRMAN NO. DATE
REVISION m m DATE:
Pacheco
Koch
7357 RAMBLER ROAD
SUITE TAW DALLAS, 1% 75231
97Z235.3031 5 SHEET: 7
OF 9 TX REG. ENgNEERINC FIRM F-489 TX REO. SURVEYING
FIRM LS-469 00 5
NOT
CODESORIZEANYWORKIN
APPROVAL WITHCONFLICTWITHANYCODESORORDINANCES. EXISTING DRAINAGE AREA MAP DEPARTMENT OF DEVELOPMENT
SERVICES NOT P FOERLC(ONSTTRARON CLASSIC CHEVROLET GRAPEVINE THIS DOCUMENT IS
ISSUED FOR THE PURPOSE OF SCHEMATIC
REVIEW WAREHOUSE ADDITION a CASE NAME:
PARTS WAREHOUSE ADDITION ONLY AND IS
NOT
INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION
PURPOSES SITE DEVELOPMENT SERVICES LOASSIC BLOCK IRI
CLASSIC HUMMER ADDITIONPLANSPREPAREDUNDER THE DIRECT SUPEMM9ON OF CH
STCPHER M. JONES. RE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS m CASE NUMBER:
CU21-
24 TEXAS REGISTRATION N0.
II DATE 09/28/
2021 DESIGN DRAWN DATE SCALE NOTES FILE NO, m SHEET: 7
OF
9 LHN JTS I
I 1>-20' I 20P PKFILE: 1969-
21.504 PK-1969-21.504DAMS.DWG
T EXISTING - - -
lJ ONE STORY
m MASONRY BUILDING
I
I
I
al
I
I
e
PROPOSED 15'K/5
ROCK RIP RAP
o
n
N^ m PROJECT LOCATION
0 10 20 40 60
Alpaft GRAPHIC SCALE IN FEET
e it f _ - - =
e. BOLLARD
E m ELECTRIC METER
POWER POLE
LIGHT STANDARD
II - i4y o WATER METER
WATER VALVE
RRE HYDN CONTROL VALVEW,. CLEANOUT ANT
MANHOL
Is - I _- -
RAFFIIC NSIGNAL PONES
ux0
TROLPROSPECTPARKW_A_Y _ _ Unr, rz U
TRAFFIC SIGNAL POLEoTELEP0EBOX
Ir 1 FLOOD LIGHT
10 KEY MAP FLAGTRAFFIC S ONI (NOT TO SCALE)
5
PROPERTY LINE -x FENCE
613- EXISTING CONTOUR
Lr— \\ PROPOSED CONTOUR
SRI- 1- — DRAINAGE FLOW DIRECTION
V'
s
r
r
s
r
o \
l \
U, c+
111-YR FLOOOPLAIN LIMITS
BO = ®® DRANAGE DIVIDE
PROPOSED DRAINAGE AREA IO
1.OD AREA IN ACRES
Ogoo iN CUBIC FEET PER SECOND
CASE NAME
N
CASE NUMBER.
LOCATION:
So \
N Igoe
C y I •Os
go
II
I 0
10
I rr
I as
to
MAYOR SECRETARY
DATE
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE
SHEET_ OF _
579
s9
CONDITIONAL USE REQUEST CU21-24 IS A
REQUESTLUSED
E
PREVIOUSLY APPROVED SITE PLAN OF CU18-16 (ORDR;
A PLANNED COMMERCIAL CENTER FOR AN AUTOM
DEALERSHIP WITH THE SALES AND SERVICE OF NEWVEHICLES, SPECIFICALLY TO ALLOW FOR A 17,680 SQ--
PARTS WAREHOUSE EXPANSION.
x ,e.
CASE NAME: PARTS WAREHOUSE ADDITION
CASE NUMBER ED21-24
LOCATION:2501 WILUAM D. TATE AVENUE
LOT 1R2, BLOCK IRI
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
a CHAIRMAN
m DATE:
SHEET B OF 9
APPROVAL DOES NOT AUTHORIZE ANY WORK IN
5 CON FUCT WITH ANY CODES OR ORDINANCES.
i
i
DEPARTMENT OF DEVELOPMENT SERVICES
a n CASE NAME: PARTS WAREHOUSE ADDITION
LOT SR2, BLOCK 1R1
CLASSIC HUMMER ADDITION
17 CASENUMBER: CU21-24
0 m SHEET' 8 OF 9
PRELIMINARY
NOT FOR CONSTRUCTION
THIS DOCUMENT IS ISSUED FOR THE
PURPOSE OF SCHEMATIC REVIEW ONLY
AND IS NOT INTENDED FOR PERMITTING,
BIDDING, OR CONSTRUCTION PURPOSES
PLANS PREPARED UNDER THE DIRECT
SUPO NEON OF CNPoSTOPHER M. JONES P.E
TEXAS REGISTRATION NO. 82681
DATE O9/28/2021
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT WITH ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
DRAINAGE AREA TABLE
DRAINAGE
I
AREA TO I— Q,00
AREA ID (acres)
C (
rI((In/hr) (cfe}
COMMENTS
DA 1 0.70 0.80 10 11.50 6,50 DRAINS TO FLUME
OA 2 0.10 0.90 10 SUBS 0.80 DRAINS TO ROOF DRAIN
2
E
O
Q
ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY j
SUBJECT TO REVISION PRIOR TO CONSTRUCTION) O
THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER 1MTH THE INTENT OF WCOMPLYINGWITHALLCITYSTANDARDREQUIREMENTSTHESEDOCUMENTSHAVE
IqT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS
DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION.
SBYANYUSEOFTHESEDOCUMENTS, THE USER AFl1RM5 iXE1R UNDERSTANDING
OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION W
PRIOR TO ANY CONSTRUCTION. -
S
a
WJO
NO. DATE REVISION A:
7557 RAMBLER ROAD SUITE 1400
Pacheco Koch DALLAS T% 75231 D72205.7051 (=j
C. T% RE ENdNEERINC FIRM F-489 MJ
1X REG SURVEYING FIRM LS-100080M H
PROPOSED DRAINAGE AREA MAP
CLASSIC CHEVROLET GRAPEVINE
WAREHOUSE ADDITION
SITE DEVELOPMENT SERVICES
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
DELSSIIGGN
I
DI
I DATE I i -
ALE I NOTES I FILE NO,
2Z20' PK
FILE: 1969-21.504 PK-1969-21.504DAMS.DWG
T'-
STEEL OR WOOD POST AT 6' C.C.(MAX )
POST OPTIONS:
WOOD = 4"x4" OR 3" MIN. DIA.
STEEL = 1.33 LBS/FT. MIN
I
WIRE FABRIC (10 GA. LINE WIRES MIN
a
12 1/2 GA. INTERMEDIATE WIRES MIN.)
iv DIE
MIRAFI 100E OR APPROVED EQUAL
ANCHOR FABRIC IN 6"x6"
TRENCH. BACKFILL & COMPACT
FLOW
EXIST. GROUND
s
r0 ooa
o
3
6..
SILT FENCE
NOT TO SCALE
ROCK
BERM
ANCHORS O 4' CENTERS
ALONG LENGTH OF BERM
Y Y Y Y
FLOW
Y
ANCHORED SPLASH PAD PLAN VIEW
GEO-SYNTHETIC FILTERFABRIC
ny
SPACING -BOTTOM OF UPSTREAM
BERM TO MATCH TOP OF
DOWNSTREAM BERM ROCK BERM
BURY BERM 3 TO 4 FLOW
INCHES INTO GROUND
D)
ANCHORED SPLASH PAD
GED-SYNTHETIC FILTER
FABRIC
FILTER FABRIC ELEVATION
POINT B TO BE
ABOVE POINT A, MICHROS O 4' CENTERS
2' MIN. ALONG LENGTH OF BERM
ROCK BERM
B
GEO-SYNTHETIC
FILTER FABRIC
SECTION
QCHECK DAMS
NOT TO SCALE
r
CONDITIONAL USE REQUEST CU21-24 IS A REQUEST TO AMEND THE
PREVIOUSLY APPROVED SITE PLAN OF CU18-16 (ORD. 2018-053) FOR
A PLANNED COMMERCIAL CENTER FOR AN AUTOMOTIVE
DEALERSHIP WITH THE SALES AND SERVICE OF NEW AND USED -
VEHICLES, SPECIFICALLY TO ALLOW FOR A 17,680 SQUARE FOOT
PARTS WAREHOUSE EXPANSION.
Id1'.IVsz.a
CASE NAME: PARTS WAREHOUSE ADDITION
CASE NUMBER: CU21-24
LOCATION:2501 WILLIAM D. TATE AVENUE
LOT 1112, BLOCK 1111
MAYOR SECRETARY
DATE.
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 9 OF 9
APPROVAL DOES NOT AUTHORIZE ANY WORK IN
CONFLICT WITH ANY CODES OR ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
CASE NAME PARTS WAREHOUSE ADDITION
LOT iR2, BLOCK SRl
CLASSIC HUMMER ADDITION
CASE NUMBER: CU21-24
SHEET 9 OF 9
Lamm
PROTECT LOCATION
0 10 20 40 60
w -- --- GRAPHIC SCALE IN FEET
z E= ICJ O
2 _ BOLLARD
WW_
POWER POLETER
H,' LGH? STANDARD
WATER METER
WA R VALVE
IRRGATONCONTROL VALVE
FIRE HYDRANT
I IANOUT
PROSPECT PARKWAY w' 11 v MANHOLETRAFFIC SIGNAL CONTROL
TRAFFIC SIGNAL POLE
TELEPHONE BOX
KEY MAP F 0G0 LIGHTAGPOLE
NOT TO SCALE) TR2-IAFFNCIC HslcN RODIRONSIRS1WPACHECOKOCH' CAP SET
CONTROLLING MONUMENT
PROPERTY LINE
PENCEOVERHEAD UTILITY LINE
613- - - EXIST CONTOUR
PROPOSED CONTOUR
b PROPOSED DRAINAGE ROW DIRECTION
PROPOSED CONSTRUCTON ENTRANCE
INLET PROTECTION
SILT FENCE (LIMITS OF DISTURBED AREA)
OCb CHECK DAM
POLLUTION CONTROL GENERAL NOTES
1. THIS PLAN HAS BEEN PREPARED M PROVIDE MEANS TO PREVENT OR MINIMIZE POLLUTION OF STORM WATER.
2. THE CONSTRUCTION ACTIVITY INCLUDED IN THIS PLAN WILL INCLUDE
2.A dPARING AND GRUBBNC
2.8. ROUGH GRADING
2.C. FINAL GRADING
2.0. UTIUTY INSTALLATION
2.E PAVEMENT INSTALLATION
2.F. BUILDING CONSTRUCTION
3. THE TOTAL ESTIMATED LAND AREA TO BE DISTURBED IS 0.43 ACRES.
4. THE ESTIMATED RUNOFF COEFFICIENT UPON COMPLETION OF THE PROJECT IS 0.80.
5. THE STORM WATER EXITING THE SITE IS OCILECTED IN AN EXISTING DRAINAGE SYSTEM MAINTAINED BY THE CITY OF
GRAPEVINE. TEXAS
6. THE SOBS ON THE SITE ARE GENERALLY EXPANSIVE CLAYS.
7. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN EROSION PROTECTION AROUND THE WORK AREA PERIMETER AND AT
ALL INLET MOUTHS PRIOR TO COMMENCING WORK AND UNTIL THE WORK AREA HAS BEEN STABILIZED.
e. THE CONTRACTOR WILL REMOVE ALL EXCESS SOIL FROM CONSTRUCTION VEHICLES PRIOR TO EXITING THE STE
9. ALL DISTURBED AREAS WHICH WALL NOT BE RE -DISTURBED MUST BEGIN BEING STABILIZED IMMEDIATELY BY THE
CONTRACTOR TO CONTROL EROSION. THE OONTRAC70R HAS 14 DAYS TO HAVE ALL STABILIZATION AND EROSION
CONTROL DEVICES IN PLACE
10. THE CONTRACTOR SHALL UNDERTAKE PROPER METHODS TO REDUCE DUST GENERATION FROM THE SITE.
11. THE CONTRACTOR MUST COMPLY VAIN FEDERAL, STATE AND LOCAL REGULATIONS REGARDING SEDIMENT AND EROSION
CONTROL
12. A COPY OF THIS PLAN, AS PART OF THE SWPPP, MUST BE KEPT AT THE CONSTRUCTION FACILITY DURING THE ENTIRE
CONSTRUCTION PERIOD.
13. CONSTRUCTION SEQUENCING MUST PROVIDE FOR THE EXCAVATION OF AN ON -SITE BASIN AS A SEDIMENT COLLECTION
BASIN PRIOR TO THE DISTURBANCE OF GREATER THAN 10 ACRES OF LAND.
14. ALL FINISHED GRADES ARE TO BE HYDROMULCHED, SPOT SODDED OR SEEDED AND WATERED UNTIL GROWTH IS
ESTABLISHED ON AND OFF -SITE.
11 A PIT OR WASH OUT BASIN SHALL BE CONSTRUCTED ON -SITE BY THE CONTRACTOR FOR THE 'WASH OUT' OF CONCRETETRUCKS.
18. A BERM OR OTHER SPILL PROTECTION MEASURE SHALL BE USED FOR ANY TEMPORARY FUEL STORAGE TANK ON -SITE
17. IF 'SUMP' PUMPS ARE USED TO REMOVE WATER FROM EXCAVATED AREAS, FILTER THE DISCHARGE TO REMOVE SEDIMENT
AND OTHER POLLUTANTS BEFORE THE WATER LEAVES THE SITE
18. TO PREVENT DAMAGE TO VEGETATION IN DOWNSTREAM WATER COURSES, LIMIT ANY PROPOSED UME STABILIZATION
OPERATIONS TO THAT WHICH CAN BE MIXED AND COMPACTED BY THE END OF EACH WORK DAY. GEOTEXTILE FABRIC IS
NOT EFFECTIVE IN FILTERING UME SINCE THE GRAN SIZE IS SMALLER THAN THE OPENING IN THE FABRIC.
19. VET11d£ PARKING AREAS, STAGING AREAS, STOCKPILES, SPOLS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOT
ADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE COVERING OR ENgRCIJNC THE AREAS WITH PROTECTIVE
MEASURES SIGAAL BE NECESSARY.
20. STORE ALL TRASH AND BUILDING MATERIALS WASTE IN AN ENCLOSURE UNTIL IT CAN BE PROPERLY DISPOSED OF AT THE
APPROPRIATE OFF-STE FACILITIES.
21. TRACKING OF SEGMENT OFF -SITE BY TRUCK TRAFFIC SHALL BE HANDLED THROUGH REGULAR CLEANING
221NSPECTIONS SHALL BE CONDUCTED BY THE PERMITEE ONCE EVERY TWO WEEKS AND WITHIN 24 HOURS AFTER STORM
EVENT OF 0.5 INCHES OR MORE OR ONCE PER WEEK ON A SPECIFIC PRE -DEFINED DAY. THE INSPECTIONS WILL INCLUDE
22.A DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN STABILZED.
22.13. AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION.
ZZCa STRUCTURAL CONTROL uEASURE&
220. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE
22E IDENTIFICATIONS OF MEASURES THAT NEED TO BE MAINTAINED, MODIFIED, OR ADDED TO CORRECT PROBLEMS.
23. CONTRACTOR SHALL MINIMIZE THE EXPOSURE OF BUILDING MATERIALS, BUILDING PRODUCTS, CONSTRUCTION WASTES,
TRASH. LANDSCAPE MATERIALS, FERTIUZER% PESRgDES, HERBICIDES, DETERGENTS, SANITARY WASTE AND OTHER
MATERIALS PRESENT ON THE 97E TO PRECPITATION AND TO STORMWATER.
24. PERMANENTLY STABIUZE EXPOSED SOIL, WITHIN AND ADJACENT TO THE STE. THAT IS DISTURBED BY VEHICLES OWINGANDOTHERCONSTRUCR(XN ACTIVITIES.
25. CONTAIN ALL RUNOFF FROM MATERIAL USED IN SUBGRADE STABILIZATION.
26. MATERIAL STOCKPILES SHALL BE COVERED BY PLASTIC OR SURROUNDED BY EROSION CONTROL STRUCTURES TO CONTROL
SEDIMENT RELEASES
27. CONTRACTOR SHALL PROTECT SLOPES IN EXCESS OF 15X IN ORDER TO MINIMIZE EROSION OF SOILS AND THE ClOFSLOPES.
28. VEGETATION TO BE PRESERVED WHERE EVER POSSIBLE TO HELP REDUCE EROSION. WHERE VEGETATION MUST BE
REMOVED, PRESERVE NATIVE TOPSOIL IN ALL AREAS POSSIBLE. G29. MINIMIZE SOIL COMPACTION IN AREAS INTENDED FOR POST CONSTRUCTION PERVIOUS SURFACE.
OQ
ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY
SUBJECT TO REVISION PRIOR TO CONSTRUCTION)
THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF WCOMPLYINGNiTINALLCITYSTANDARDREQUIREMENTSTHESECOCUMEMITSHAVEIY
BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS [ 0WTDATE AND, THEREFORE REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. 3BYANYUSEOFTHESEDOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING
OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION W
PRIOR TO ANY CONSTRUCTION. S
Q
W
NO. DATE REVISION k
7557 RAMBLER ROAD SUITE 1400
Pacheco Koch DALLAS, TX 75231 972235.3031 V
TX REC, ENGINEERING FIRM F-469 V
TX REG. SURVEYING FIRM LS-10006000 h
EROSION PLAN
PRELIMINARY
CONOTTFORFORCONSTRUCTIONCLASSIC CHEVROLET GRAPEVINE THIS
DOCUMENT IS ISSUED FOR THE PURPOSE
SCHEMATIC REVIEW ONLY WAREHOUSE ADDITION AND
IS NOT INTENDED FOR PERMITTING, PURPOSEDOING, OR CONSTRUCTION S. SITE DEVELOPMENT SERVICES PLANS
PREPARED UNDER THE DIRECT SUPERVISOR
OF CHPo570PHER M. JONES, P.E. CiTY OF GRAPEVINE, TARRANT COUNTY, TEXAS TEXAS
REGISTRATION NO. 82681 DATE
09/28/2021 DESIGN DRAWN DATE SCALE NOTES RILE I NO. LHN
JTS I 2SEP 11'-20' I I ( 9 IPK
FILE: 1969-21.504 PK-1969-21.504EROS.DWG
A CONDITIONAL USE APPLICATION FOR:
FJ_A,1'\11\rFFj
t. %��lj M.i��'f �, 1 -�; , �a 8 I�����L I •. 1 si�� � l`•-�l —• �I��1,. ��`' ,���, �,�
2501 WILLIAM D. TATE, GRAPEVINE, TEXAS 76051
OWNER:
APPLICANT / CONTRACTOR:
ARCHITECT:
ENGINEER / SURVEYOR:
2501 PARTNERS, LTD.
1101 STATE HIGHWAY 114
����
C A L L A H A N • FREE MAN
BARCH
A8350
Pacheco Koch Consulting Engineers
N. Central Expressway, Suite 1000
GRAPEVINE, TX 76051
I T E C T S
Dallas, Texas 75206.1600
P: 817-421_1200
DESIGN - BUILD GENERAL CONTRACTOR
972.235.3031
CONTACT: TOM DURANT
2150 E. KENNEDALE PKWY., KENNEDAM TEXAS 760M
P: 817.478.1765
1150 E. KENNEDALE PKWY
P: 817.478.1137 F: 817.478.2544
KENNEDALE, TX 76060
SCHEDULE OF DRAWINGS:
1 COVER SHEET / COMPUTATIONS
2 ARCHITECTURAL SITE PLAN
3 EXTERIOR ELEVATIONS
4 SITE PHOTOMETRIC PLAN
5 CONCEPTUAL LANDSCAPE PLAN
6 GRADING PLAN
7 EXISTING DRAINAGE AREA MAP
8 PROPOSED DRAINAGE AREA MAP
9 EROSION PLAN
GENERAL NOTES:
1. ALL REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET
DURING THE PERIOD OF CONSTRUCTION
2. PARKING FOR DISABLED PERSONS SHALL BE DESIGNED ACCORDING TO CHAPTER 23, SECTION
23.64THROUGH 23.69 OF THE CODE OF ORDINANCES
3. ALL REFUSE STORAGE AREAS SHALL BE DESIGNATED ACCORDING TO SECTION SO.B.3
4. ALL ON -SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE
LOCATED UNDERGROUND
S. ALLTURNING RADII ARE 35 FEET MINIMUM IN DIAMETER PER THE GRAPEVINE FIRE
DEPARTMENT
6. TYPICAL PARKING STALL DIMENSIONS ARE 9'-TX38'-W
7. THE 25' WATER DRAINAGE AND LANDSCAPE EASEMENT IS NOT PERMITTED TO HAVE
PERMANENT STRUCTURES ERECTED WITHIN THAT AREA
8. PLANTER ISLANDS FOR THE INTERIOR AREAS OF PARKING LOTS SHALL BE LOCATED NO
FURTHER THAN EVERY TWELVE PARKING SPACES AND ATTHE TERMINUS OF EACH ROW
9. A MAIN GATE SHALL BE CHOSEN FOR EMERGENCY ACCESS WITH AN OPTICOM TYPE SYSTEM
INSTALLED ON THE CHOSEN GATE IN ADDITION TO A KEY SWITCH AND MANUAL OVERRIDE
DEVICE. ALL SECONDARY GATESISECURITY BARS SHALL HAVE KNOX PADLOCKS INSTALLED
PROPERTY INFORMATION:
ZONING: CC COMMUNITY COMMERCIAL
LEGAL DESCRIPTION:
LOT 1 R2, BLOCK 1R1 CLASSIC HUMMER ADDITION
LOCATED IN THE CITY OF GRAPEVINE, TEXAS AND
BEING OUT OF THE J. CATES SURVEY, ABSTRACT NO.
315, TARRANT COUNTY, TEXAS
CURRENT USE:
AUTOMOTIVE SALES FACILITY
PROPOSED USE OF DEVELOPMENT:
EXPANSION OF AUTOMOTIVE PARTS DISTRIBUTION
WAREHOUSE
TOTAL LOT AREA
TOTAL BUILDING AREA
FLOOR AREA RATIO
TOTAL IMPERVIOUS AREA
TOTAL OPEN SPACE
TOTAL BUILDING AND
PAVED AREA
LOT COMPUTATIONS
AMOUNT REQUIRED
60% MAX. OR 778,085 SF
80% MAX. OR 1,037,446 SF
2016 MIN. OR 259,362 SF
PARKING:
TOTAL SITE AREA: 1,296,808 SF
REQUIRED PARKING: 1,296,808/2,000 SF= 649 SPACES
PARKING PROVIDED:
EXISTING TOTAL PARKING = 1,858
EXISTING EMPLOYEE PARKING = 108
TOTAL PARKING = 1,835 SPACES
REQUIRED HANDICAP PARKING = 2%OF 649 OR 13 SPACES
PROVIDED HANDICAP PARKING =16
VICINITY MAP:
2501 WILLIAM D. TATE
GRAPEVINE, TX 76051
BUILDING COMPUTATIONS
AMOUNT PROVIDED
BUILDING
HEIGHT
AREA
1,296,808SF
EXISTING C-2 SERVICE FACILITY
1 STORY-36'-0"
23,811 SF
109,973 SF
EXISTING PRE -OWNED SALES
1 STORY-25'-0"
6,987 SF
8.5% OR 209,973 SF
EXISTING FUELING
II
I 1 STORY-IV-D"
1,783 SF
61% OR 797,071 SF
EXISTING DETAIL SHOP
1 STORY-14'4'
4,310 SF
30% OR 387,126 SF
EXISTING PARTS DISTRIBUTION
2STORY-2V-V'
37,436SF
909,682 SF
EXISTING FLEET SALES
1 STORY-28'-0"
I 12,296 SF
EXISTING MEDIUM DUTY
1 STORY-20'0
5,760 SF
TRUCK FACILITY
PROPOSED PARTS
2 STORY-25'-D"
17,680 SF
I
WAREHOUSE EXPANSION
TOTAL AREA
109,973 SF
SEPARATION TO
CLOSEST BUILDING
144 LF
420 LF
435 LF
75 LF
75 LF
425 LF
310 LF
0 LF
LANDSCAPE ARCHITECT:
Leeming
Design Group
LaBdseape AlehilLehKe
1913Hd<BI�DinA RiX im-B N"BRidlmlFhL,, rew TTI, K,
017)0A10 FuOIRTD{�f �nA
CONDITIONAL USE REQUEST CU21-24 IS A REQUEST TO AMEND THE
PREVIOUSLY APPROVED SITE PLAN OF CU38-16(ORD. 2018-053) FOR
A PLANNED COMMERCIAL CENTER FOR AN AUTOMOTIVE
DEALERSHIP WITH THE SALES AND SERVICE OF NEW AND USED
VEHICLES, SPECIFICALLY TO ALLOW FOR A 17,680 SQUARE FOOT
PARTS WAREHOUSE EXPANSION.
CASE NAME: PARTS WAREHOUSE ADDITION
CASE NUMBER: CU21.24
LOCATION:2501 WILLIAM D. TATE AVENUE
LOT IR2, BLOCK IRS
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 1 OF 9
APPROVAL DOES NOT AUTHORIZE ANY WORK IN
CONFUCr WITH ANY CODES OR ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
CASE NAME: PARTS WAREHOUSE ADDITION
LOT IR2, BLOCK SRS
QASSIC HUMMER ADDITION
CASE NUMBER: CU21-24
SHEET: 1 OF 9
O Zcb
LL O to
Z
_ w S
a = Q IL
a = U
UJI CO) M >
J C/> U a
Q t— in
W F_
0 d Z C
G V a j
O c/7
m
Q U n
N
■
OW28020 t
DATE: 01-28-011
REVISIONS:
JOB NO.: 50383
i
0
SHEET NO.
5
f
J
FIRST BAPTIST CHURCH OF GRAPEVINE
(INST. NO. D208081369)
ZONED "CC" - COMMUNITY COMMERCIAL
SUXSO'CELL TOWER
LEASE AREA (BY SEPARA 1 �_--
INSTRUMENTSU33-01)
10' UTIUTY
EASEMENT- I
II
!I
ONCOR E:{CTRIC
_ y
DELIVERY, O. I "-
EASEMENT
II
I 1
&ING CRREE�--
DRAINAGE MEN
/IC11Li i
�--�_— ,��Y .9.4gj�• �1',%I II I) -
< ' I O'UTILITY
E�C Id'Y�---__-� / \R'!► / I I I ///�
u"i ! /�� I ILL Il II %/ 12D'SANtrAR
G FfYT-
O $ 0' SANITARY
- WER EASEMENT
DEONCOR EIE ( ..
'' 1 UVFRYCO. CTRIC I
+ E�E'HEA1T
EXISTING STEEL L__
GUARD RAIL
`EXISTING
`APPROACH —
-10, EPE
EASEMENT EASEMENT STONE MEYERS PARKWAY
EXISTING MONUMENT SIGN
EXISTING STEEL ^40'ACCESS AND SANITARY
/ TUBEGUARD RAIL !SEWER EASEMENT yL
_ Is.
E IIf �!l�r! }j ({. jjj j { r EXISTING PARKING
•\\ I�j YN I I'� + I �" ��. -_ /' CANOPY TYPICAL
I 41 /�I) /fly (L�f Imo'{,-J} /Jj )I� �� I
EXISTING CURBED
ISLAND TYPICAL
•I
' EMPLOYEE PARKING (7)
I 1111I
EXISTING C-2 SERVICE
BUILDING
ARTMu r
EMPLOYEE PARKING (12)
II 3
LA
' `� �1lllllllllllf� Y
I �
I
10' DRAINAGE EASEMENT
1 1 40' ACCESS AND SANITARY
SEWER EASEMENT
1
f 10' U IUTY EASEMENT
I 15' LANDSCAPE EASEMENT
I
1 EXISTING LANDSCAPING
ISLANDTYPICAL
EXISTING CONCRETE
PAVEMENT TYPICAL
EXISTING APPROACH
EXISTING STEEL
TUBE GUARD RAIL
I
r
I I
x�r- a�JwlI rILayIy�B�
r
-r' TAIL FOLf --rMWNlRSIDN..
-- —
-- F
I-ry TI T Ir I
\-------------f-.lL7.-_= Ill-�`111'I�I,�
EXISTING------------
/ - -----� I
AtEHr ) I ONUMENTSIGN
_ GHwAY�EXISTING
21 (SE A
' �_ `ice �, � APPROACH I IL
R _
�ICERO E L)
D A=2834.79' L=140.21' O _ _
GTUBE c aIL
GUARDUARDRAIL RAIL Qp Ir >1~ t,S
ARCHITECTURAL SITE PLAN ' -
---�_ —
SCALE 1"=60'-0" "
60, - EXISTING 40'TALL POLE 1XISTING COMPRESSED-
_ MOUNTED SIGN NATURAL GAS EQUIPMENT EXISTING
APPROACH EXISTING STEELTUSEGATE EXISTING 40'TALL POLE
- -n-- MOUNTEDSIGN
GENERAL NOTES:
1. EXISTING CONCRETE PAVING SHALL BE SAWCUT AND REMOVED TO
ACCEPT THE LARGER FOOTPRINT OF THE PROPOSED PARTS WAREHOUSE
ADDITION.
2. ALL EXISTING WATER, SEWER, AND ELECTRICAL SERVICE UTIUTIES
SHALL BE CONNECTED TO THE PROPOSED PARTS WAREHOUSE ADDITION
3. ALL ON -SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW
CONSTRUCTION SHALL BE LOCATED UNDERGROUND.
4. ALL REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL
ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION.
CONDITIONAL USE REQUEST CU21-24 IS A REQUEST TO AMEND THE
PREVIOUSLY APPROVED SITE PLAN OF CUSS-16 (ORD. 2018-053) FOR
A PLANNED COMMERCIAL CENTER FOR AN AUTOMOTIVE
DEALERSHIP WITH THE SALES AND SERVICE OF NEW AND USED
VEHICLES, SPECIFICALLY TO ALLOW FOR A 17,680 SQUARE FOOT
PARTS WAREHOUSE EXPANSION.
CASE NAME: PARTS WAREHOUSE ADDITION
CASE NUMBER: CU21-24
LOCAMON:2501 WILLIAM D. TATE AVENUE
LOT IR2, BLOCK IR1
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 2 OF 9
APPROVAL DOES NOT AUTHORIZE ANY WORK IN
CONFLICT WITH ANY CODES OR ORDINANCES,
DEPARTMENT OF DEVELOPMENT SERVICES
CASE NAME: PARTS WAREHOUSE ADDITION
LOT 1R2, BLOCK I111
CLASSIC HUMMER ADDITION
CASE NUMBER: CU21.24
SHEET: 2 OF 9
0 Z o
LL O I1D.
Z Ui 01
0 w
z
V W Lu
CDO
U W
W � m >
J C!> Co Q
Q F— 0 F
LU
0 Z 20
13- J
Z U
0 m
0
L> c
Q N
AR
oy
g'R"ag 6PRp a
ATE
09l20120 1 _
DATE: 09-28.2021
REVISIONS:
JOB NO.: SM83
■
SHEET NO. i
2 0
0
f
c
WALL MOUNTED LIGHT
FlXTURE (TY'P OF 6J
TO. PEL
125'-C
FLOOR -
100'-0
PAINTED DOWNSPOUT VUTIH-PREFINISHEDMETAL PAINTED ACCENTBANDS _NEWADDITION EXISTINGFACNJTY
OVERFLOW SCUPPER TO COPING TOMATCHEXISTING
MATCH EXISTING; TYP. '�
PAINTED TXT HOLLOW PREFINISHED METAL
METAL PERSONNEL DOOR LOUVER, TYP.
10 FRONT ELEVATION - WWST)
SCALE 118"=1'-D"
;+
20 LEFT ELEVATION -NORTH)
SCALE
REAR ELEVATION - (EAST;
SCALE 1/8"=1'-0"
INSULATED PRE CAST
CONCRETE PANEL WITH
FINISH TO MATCH EXISTING
l�-
- J I
PERCENTAGE OF MASONRY l 100%
OVERALL AREA I! 1,597 SF
AREA OF MASONRY 1,597 SF
I I I
PARTS
. LL
J
01
I - .
EXISTING ACI it N AO FNTED
fTO
ACCENTBA S
T0M MATCH EXITIr
P FINISHED METAL
�PRE
COPING
PREFINISHED METAL
UVER TYP
LOUVER,
WALL MOUNTED LIGHT
FURUR (fYP O J
E F6
— .. '-' .._. , ... -• :.
- -
-
_— -
,
, ;
.:..
-
- -
_ _
_ .
125 _
rena.enis•ue—miuI iu—
OVERALL AREA 1 3,394 SF
AREA OF MASONRY 3,394 SF
PERCENTAGE OF MASONRY 100%
OVERALL AREA 1,631 SF
AREA OF MASONRY 1,631 SF
PERCENTAGE OF MASONRY 100%
OF ENTIRE STRUCTURE
OVERALLAREA 6,622 SF
1 AREA OF MASONRY 6,622 SF
-V.M!Nra
NEWAOORION
-PREFINISHED I PAINTED ACCENT BANDS
WALLMOUNTEDUGHT .-
PAINTED DOWNSPOUT WITH
METAL COPING : TO MATCH EXISTING
FIXTURE (TYP OF 6)
OVERFLOW SCUPPER TO
'
1'�
MATCH EXISTING; TYP.
-
_T.O. PANEL!
o�
LL Q n
Z Cl> 1n
o � w
QEXF E Z z
w 5
U w U Lu
a=0¢.4
0
U
Q m
Q ~ W ~
C) Q Z O
0 V> J
C Cn 3
U U n
Q N
• �-PAINTEDTXTHOLLOW - INSULATED PRECAST e10'I �9a
METAL PERSONNEL DOOR CONCRETE PANEL WITH
FINISH TO MATCH EXISTING '22'
09/28/20 1
CASE NAME: PARTS WAREHOUSE ADDITION
CASE NUMBER: CU21-24
CONDITIONAL USE REQUEST CU21-241S A REQUESTTO AMEND THE LOCATION2SO3 WILLIAM D. TATE AVENUE
PREVIOUSLY APPROVED SITE PLAN OF CU18-16 (ORD. 2018-053)FLOT IR2, BLOCK 1R1
OR
A PLANNED COMMERCIAL CENTER FOR AN AUTOMOTIVE MAYOR SECRETARY
DEALERSHIP WITH THE SALES AND SERVICE OF NEW AND USED
VEHICLES, SPECIFICALLY TO ALLOW FOR A 17,680 SQUARE FOOT DATE: DATE: 09-28-2021
PARTS WAREHOUSE EXPANSION. REVISIONS:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 3 OF 9
APPROVAL DOES NOT AUTHORIZE ANY WORK IN
CONFLICT WITH ANY CODES OR ORDINANCES. JOB NO.: 50383
DEPARTMENT OF DEVELOPMENT SERVICES
SHEET NO.
CASE NAME: PARTS WAREHOUSE ADDITION
LOT 1R2, BLOCK 1R3
CLASSIC HUMMER ADDITION
CASE NUMBER. CU21-24
SHEET: 3 OF 9
t+y_
ILO-154343-1to
In
be
be
..
b.a �
:- c
n-
-`0.6
to
to
to bo
3n
ba
50
�bo b,o no
as
ao
I.
be
as
Ie to
bo
bo
b.o
bo
to
ba
�aof
yb.o �.-ba
Lc
ao
cvvsc PARTS -
2501a YALLIAM D TATE BEND
bo
to
b.o
b.o
b.c bo
6:0
b.o
to
bo
b.a
to b,o
to
3c
§e
Ae. to 'Do
to
to
bo
b.o
to
be be
be
be
ba
ba
,= to
bo
b.o
'K
ba
`1bo
b.o
ba
S.o
b.o
b.o
to
bo to
be
bo
to
b.a
to
b,a to
b.o
bo
bo
be bo to
to
be
to
bo
b,o
ba be
In
to
to ':t
to
to
"be
"bc
be �/�b.a
),,o-
1T
b.o
b.o
bo'
as
3c 1,n
ha
ao
to
b.o
b.o
b.o to
to
bo
to
bo �o b.o
to
to
b.o-
In
to
to bo
to
to
bras -
%.a
bo
be
to
In
� to
to
bo
bo
to
ba
be
S7
s
bo
I.
b.o
uo
bd b.o_
to
bo
b.1
b.1 -b.1 b1
b.1
b.1
1.,
1.1
11
b1 b+
a+,
5.1
b1'
In
' %D
to
; o.o
..o
b.c
to
bo ,
to
b.o
<.
--
- •.
h6
ao
uo
to
ba
to bo
bo
b1
b1
6.1 b.1 en
1.2
2
to
1.2
1.2
b; fiz
b1
1.1
be
;o:j
to
to
b.o
b.o
to
bo
3r
bo
ba
to
10
bo to
bo
be
.7o
to
bo
bo bo
b1
1.1
10.1
12 bz bs
b.s
b4
14
1;4
-b4
b4 b.e
ba
-b.r'
1.2
b.1
bo
bo
be
to
In
bo
ht
ar.
xr
to
I
to 'eo
I
to
be
ao
bo
b,o b.1
6.1
10.1
bz
ba � b� b6
b7
be
�be
b,e
be
be .b.i
'b.,i
bw
b.z
to
bo
'to
b.o
ffio
1.o
bo
hD
I--
I
10
bo ba
5o
bo
b4
ILa
bo
h1 1:1
b1
b.2
b.,
bs Is is
1.,
1.'6
1.e
i.e
ism 1.s
le
b.6
,bo
bo:
bo
by
bo
jba
bo
•' b.o
!:
i
be
bo
bo
be
to •ao
ba
b.o
b.a
b.o
bo
1.1 b.1
b2
ba
b.6
'1.o �i.s b.o
4.a
a1
'is
32 _..b.s..___1-"-1.o--b.o_
bo
-. An
as
--U-.
=ao
�1.a-ao
b5
ba
au
bo
bo
b.a / ao
ao
b:o
to
to
In
b1 b1
b.2
0.4
Is
is �Ss--.ia
5s
bs"
M: S.6
ba
Ss
be ;4-.
to
en
ba
I.
to
b.o
ao
_
1
to
bo
to
bo
bo bk
bo
bo
bo
to
b.o
-b1" b,1 '
ba
b.s
i.e
o "3,p'. 4
b.c
bo
Its
be
b.
bo
bo
In
to
b.e
ba
bo
WSp
b,o
bo
b.o
b.o
bo to
no
b.o
b.o
b.o
bo
ba b.+
ba
bs
"i.1
{ 2
` bo
In
on
bo
bd b.a
In
ao
no
o.o
b.o
5.1 b.z .
bo
b,7
1A
I
Ss 1.6,
to
to
In
b.o
ba
b.o
to
_ ba
ba
to
be
bo b.o
b.a
ao
bo
as
b.o.
''b1 bs
b.4
be
i.eI
5.2 iia ke
bo
In
to
'cc
to
to
to
r
'b.o
,,
b.o,
' b.c
tc
, "b.a bo
to
to
ap
" tw
5.'
1.1 b2
b4
1.1
;,7
5 '6.1 )' b.3
�.
ao
I.
I.
b.o
bo
to
as
'
b:o
to
b,o
to
to b.o
b.o-
to
bo
b.o
Im
b1 b.2
bsIz
ai'i ,}.�
to
bo
bo
bo
to
bo
b.o
b.o
b.o
b.o
b.o - 'oo I.d-=3>i
b.o
5o
6.1
5d b.z
bs
i.o
i.e
T• �IE�
p.z 'Ip.1eyY
aD
to
to
bo
bo
b.o
b.o _
' b.a
to
Ito"
bo
b.o���bo-l-bo
-b.o-
I.
to
b.,
6.1 b.2
to
as
i.e
�s is2•II "k6
bo
bo
ao
b.o
b.o
b.o
b,o ?
to -`
bo
�bo
b.o
bo to
ba
bD
ao
*cc
1.,
1.1 b2
a
b.9
i.e
bS b.3 ss
b.o
b.o
b.o
bo
b.o
b.0
b.o
_
e bo _
_ba_
1ao
he
b.o y.0
ba
b.o
bo
bo
5.1
h1 b,2
b.s
1.4
i.e__
�2 s.1 i,,-i%e
b,o
bo
bo
ao
b.o
b.o
no
.I
I
e w
me
on
bo
bo 1.0
bu
to
bo
bD
b1
1.1 1.2
bs
1.9
i.e
y
i.a +2'Jj 5.7
b.o
b.o
bo
to
to
bo
b.P
-ao-�ao
1-
b.o b.o
In
bo
bn
b.o
a1
b.1 b2
1.4
1.e
-11.1
bs 1.1 I �b.z
be
b.o
1.0
ba
ba
bo
bu
b-o --ba
to
as
to to
to
bo
bo
to
bo
b.1 1.2
be
b.e
VA6
-b.2 �1Ike
to
to
b.a
bo
bo
b.o�
bo
�ff
I,r a.o
°°
14 Sz
be
5.o
ba
b.o
b.o
b.r
T. e II
b.
-'00b
-
I hw
i21
f'
�
u
b
b.o bo
b.D
b.o
b.o
b.o
to
b.1 b1
bs
bs
i
4 e6 ;Jko
_ ___
- .__
",- _
_
_
_ i
_
bd
U
.11Q
14
.'✓t.11
U
U
coo
Y
po
bo
�b.o
b,o
b,o ao
b.o l<
ao
as
hi�or
bat:
b1 I' b.1
as
bs ��
as
16 �Se
b.o
73o
to
b.d
5o ao
ao
qo �'
bo
b.o
its
be
he
ba
oaf
bq
blo
{-' bo
Iba
;b,o
ao
b.o bo
ba,
to
ba-
'�,a
50
5.11; 5.1
bz
54 •`
ae
{a a _1Lo_ao_,
bo
bo
b.o
ao be
ao
oa
ba
I hG
56
kr
bol
In,
b.P
ba
I
it
(
i5.a
Calculation Summary
Label
OUTDOOR CALCS
Luminaire Schedule
Symbol Qty Label
0 6 W
Based on the Information provided, all dimensions and luminsire locations shown represent recommended
positions. The engineer and/or architect must determine the applicability of the layout to existing or future
field conditions. This lighting plan represents illumination levels calculated from laboratory data taken
under controlled conditions in acwrdance with The Illuminating Engineering Society (IES) approved
methods. Actual performance of any manufacturer's luminaires may Vary due to changes in electrical
vohage, tolerance in lamps/LED's and other Variable field conditions. Calculations de not include
obstructions such as buildings, curbs, landscaping, or any other architectural elements unless noted.
Fortune nomenclature noted does not include mounting hardware or poles. This drinnang is for photometric
evaluation purposes only and should not be used as a construction document or as a final document for
ordering product.
CASE NAME: PARTS WAREHOUSE ADDITION
SITE PHOTOMETRIC PLAN
CASELOCANON:250: U21-24
CASE NON:250
1
WILLIA4 D. TATE AVENUE
SCALE 1-=20'-O"
LOT 1R2, BLOCK 1R1
MAYOR SECRETARY
DATE:
CaleTa Units Max Av Min Av Min
Mex/Min
PLANNING AND ZONING COMMISSION
Illuminance FC 0,52 9.2 1 0.0 N.A.
N.A.
CHAIRMAN
_
DATE:
SHEET: 4 OF 9
Arrangement Description
LLD LDD LLF Arr. Lum. Lumens Arr. Watts
APPROVALDOES NOTAUTHORIZE ANY WORK IN
SINGLE XWM-FT-LED-12LSMH
� 1.000 � 1.000 J 1.000 , 11838 102.2 1
CONFLICT WITH ANY CODES OR ORDINANCES.0-14'
DEPARTMENT OF DEVELOPMENT SERVICES
CONDITIONAL USE REQUEST CU21-241S A REQUEST TO AMEND THE
PREVIOUSLY APPROVED SITE PLAN OF CU18-16 (ORD. 2018-053) FOR
A PLANNED COMMERCIAL CENTER FOR AN AUTOMOTIVE
DEALERSHIP WITH THE SALES AND SERVICE OF NEW AND USED
VEHICLES, SPECIFICALLY TO ALLOW FOR A 17,680 SQUARE FOOT
PARTS WAREHOUSE EXPANSION.
0 Z o
U. �_ n
Z
C/> rn
O � H i- i-
Q W Z z
V w C->M IL
w
a C>
O U
Q =
C
Z Ck- LU ~
0 Z
0 U
0 � 3
(U 0°
Q V �
N
DATE: 09.29i021
REVISIONS:
JOB NO.: 503113
SHEET NO.
CASE NAME: PARTS WAREHOUSE ADDITION
LOT SIC A BLOCK 1Rw
CLASSIC HUMMER ADDITION 4
CASE NUMBER: CU21.24
SHEET: 4 OF 9
DRENCH WITH COMPOST TEA
OR GARRETT JUICE AT TIME
OF INSTALLATION
TREE STAKING TO BE PROVIDED
ONLY AS REQUIRED OR AT REQUEST
OF owREt/IANBSCAPE ARCHITECT
AND REIMBURSED AT PER TREE COST
EXISTING NATIVE SOIL BAQffIlL ONLY
SHREDDED CEDAR MUCH AS SPECIFM
TAPER FROM 3/2' AT TRUNK TO 3.5"
AT OUTSIDE EDGE TREE HOLE
UNDISTURBED SUBGRADE Tm
MODEL 65BG-NS BELOW-GiRAOE
TREE STAKING AS MNFG. BY
-IRE: STAKE SOLUTIONS"
(Www.treesmw kfdOnSATKn)
TREE PLANTING
SHADE TREE - 3" CAL and sealer
not t0 smb
,iM
1Z1/360
Sf R �I CE
RO,4D
GRADE yy
a
LANDSCAPE NOTES
1. ALL SHADE TREES SHALL BE MINIMUM 3" CAMPER LIVE OAKS (QUERCUS
1 VIRGINIANA), LOCATED AS SHOWN.
Z ALL SHADE TREES SHALL BE PLANTED AS PER DETAIL THIS SNEEr.
3. ALL LANDSCAPE AREAS SHALL BE WATERED WITH -- __ ATIC IRRIGATION
SYSTEM COMPLETED FREEZE SENSOR. � A�ANhDCONFROUIER.
___. _SYSTEM
\, ....., _ - _ —__— _ —_ EQUIPMENT. DER AW 0 OF 75 EM VTCS(LIC REMADE IGA FIRMSCT),�
�_-_____ LICENSED UNDER ARTICLE N0.8751 VEC5 (LICENSED IRRIGATORS ACT),
STONE MEYERS PARKWAY S.B. NO. M.
CITY REQUIREMENTS
OFT:-STRE Fr PARHONG AREAS UP)
INTERIOR LANDSCAPING
GROSSPARKING 815,556SF
MIN. 10% GROSS PARKING TO BE LANDSCAPE
I - fREQUIRED 81 SF
EXISTING 99,974 SF
''fir--; -'�: - • - L� _, . SQ. FT. INTERIOR AREA
°Y •.`-______'__ _a.,:__ _ 1' -'�, ^+.•' ;f� Yid:.. e, ITREE PER 400 REQUIRED
j I _ '�___ :_ F•�� EXISTING
201
PROPOS® I _� \1 '-`� �, / I 81S%SF.TNESREQUIRED
ETER400 201 TRES PROPOSED
TAff f`. '1 F'':-���- - ii'. .1' y'y� -' • `�� i 4,�'_ 'i'• PERIMETER LANDSCAPING (P)
'- `. ` �; ;- 'iY %�{�*•; ; `_a _-f` _k ]d LEAN � ADJACENTTOTTOO PRO�PERTYSTREET
LINES
,!'.- "• 0\ --� I STREET BUFFERS
--il'
I. _ ...`. _. I TREE PER 50 LIN. Fr.
I 121rM 13U 18REQUIRED 27Ex + I PROPOSED
_t•.i_! . p+'{) ii_. __` MLOSPELT WAY IIIB' 23 REQUIRED 19 EX.+4PROPOSID
= ____Y _ ✓ , �__ 54 ^sC ` STONE MEYERS 624' 13 REQUIRED 13 PROPOSED
' �i�./ t�_;ii 1. ____. ADJACENT BUFFERS
r.
� X-a 1 ` -:1 i.`_\....�i x _ 1NORTHWTREE LST P.LLIN 4
I m 1 r-`�' S 1• 1 1 e I NORTHWEST 22V 9REQUIRE) 9E)L+2JG
�� I 1 �• -._` \ I�_, =..1 I_'w!_l4. 1-_yi'__, 1-Y •_� "`INN' NORTHEAST PL t36' 5REQOIRED 3EX.+3PROPOSED
l3
NON-VEHICULAR
SITE UNITS SPACE
1.1
OPEN SPACE 159,5975E
_ 1 TREE PER 2500 SF OPEN SPACE
REQUIRED I /1 1 — — `�.�,y'-•r�'f' .% r ' PROVIDED 28� EXISTING+ EXISTING NATIVE TREE STAND
TREE LEGEND
TO RMN
,j�' /� `��y� / \ \ r • \A � •`-. _ j � II119EIOR PARING
i+` � EL iB�TO RENAIN
{, s !! I' i f 1N N\` U r i PEAafTREETO REMAIN d
vauDILAR e
MATYPIVE OAK OS® TAP
LAL� � rARRANr OCDUNIY
NI IA VIClNl iY MAP
north A
scale: 1II = 60I -011
i 0 60 ISO
b
LLI 3D 120
J
CONDITIONAL USE REQUEST CU21-24 IS A REQUEST TO AMEND THE
_
° C PREVIOUSLY APPROVED SITE PLAN OF CU18-16 (ORD. 2018-053) FOR
] I I - A PLANNED COMMERCIAL CENTER FOR AN AUTOMOTIVE
DEALERSHIP WITH THE SALES AND SERVICE OF NEW AND USED
VEHICLES, SPECIFICALLY ALLOW FORA 17,680 SQUARE FOOT
rqPARTS WAREHOUSE EXPANSION.
CASE NAME: PARTS WAREHOUSE ADDITION
CASE NUMBER: CU21-24
LOCAMON:2501 WIWAM D. TATE AVENUE
LOT 1R2, BLOCK 1R1
i --- I I �+ { i� I I j j I I I I I I I MAYOR SECRETARY
I DATE:
1
PLANNING AND ZONING COMMISSION
PI
PBEIMBtIM
ET A
CHAIRMAN
DATE:
SHEET: 5 OF lO
I! f
P I I APPROVAL DOES NOT AUTHORIZEANYWORKIN
w I I I CONFLICT WITH ANY CODES OR ORDINANCES.
PERIME R I DEPARTMENT OF DEVELOPMENT SERVICES
'REFS f i
� J�1 CASE NAME: PARTS WAREHOUSE ADDMON
LOT IR2, BLOCK 1R3
• r - - _. I I Si CLASSICHUMMER ADDITION
CASE NUMBER: CU21.24
I q, I j'yy i SHEET: 5 OF 10
LANDSCAPE PLAN
Leeming"'"�
-�'� - J•1-L� — -- a' I - - '-�-�- - - --------- :1- .------
=�-- Design Group
LBacpeasi(eUro
�
49UltuESmxkrveSua lllN3 Nam PJBJnNWL,TmININ
- -'��' BIRm41H raDltNsrMNE IaoiNmPPaP'+�Im
Z C
� 0 �
C10 D
a w F
U Uj
=j WCOO v G
a
Q=mac
vwi= Mo
_J C/� V r=
af—m
z Q Z c
LU
O CL Z 3
0 U a
O
U
CU C
DATE: 0%,28,2021
REVISIONS:
JOB NO,
SHEET NO.
5of10
OF SHEETS
9
�
• .. • Wa51Ex'a1ER I% \ �Y�T"li�
REPLACE DISTURBED ROCK
(us.'i snE"Ma-mm) IP. RAP TO'
ORIGINAL SIZE
vnca! ROCK AND E%TENTS \ \
1 I \ \ PROP. 15X15- OF
8' —I�NI ME) SEE I s/I\• - _5 �_ _ .� RIP RAP
DETAIL 1. • IS` SHEET - '`� . �•-— �ROCK
— -�
—
'
_-------- 1 — k — —._—
WCUT
p q c
1 4
0.6 —_-
'
e z
's
IFF=I580.001
I
s. - - - 579-'•��T � ��
f=
9 94
EXISTING
ONE STORY
MASONRY BUILDING
g3 BAR
CONTINUOUS, TYP
R - CONC. CURB
P & GUTTER
_ I F-
� f I
COMPACTED SUBGRADE TO NO. 3 BARS
95% STANDARD PROCTOR 12' O.C. BOTH WAYS
-0FLUME DETAIL
1 NOT TO SCALE
DISTRIBUTION
FACILITY
EXISTING
ONE STORY
MASONRY BUILDING
F.F.-579.98
;
\ \ - 1
� \♦♦
\
\10
f
@
:ft
I
`r
�
/ • /
1t�
N o
♦
\\
11a• � i \ F �
A y . A,R A.
>
eL. \s
Ta C \
\ \\ 0� 11 yam♦ 1
4 0, T
1 ♦ 7
�
I -
I // i)) � J � ♦ � Iltt�_I
I m •
CONDITIONAL USE REQUEST CU21-24 IS A REQUEST TO AMEND THE
PREVIOUSLY APPROVED SITE PLAN OF CU18-16 (ORD. 2018-053) FOR
A PLANNED COMMERCIAL CENTER FOR AN AUTOMOTIVE
DEALERSHIP WITH THE SALES AND SERVICE OF NEW AND USED
VEHICLES, SPECIFICALLY TO ALLOW FOR A 17,680 SQUARE FOOT
PARTS WAREHOUSE EXPANSION.
CASE NAME: PARTS WAREHOUSE ADDITION
CASE NUMBER: CU21-24
LOCATION:2SO1 WILUAM D. TATE AVENUE
LOT 1R2, BLOCK 1R3
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 6 OF 9
APPROVAL DOES NOT AUTHORIZE ANY WORK IN
CONFLICT WITH ANY CODES OR ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
CASE NAME: PARTS WAREHOUSE ADDITION
LOT 1R2, BLOCK 1R3
CLASSIC HUMMER ADDITION
CASE NUMBER: CU22-24
SHEET: 6 OF 9
-
�I
I2
,R-
V•
J
PROSPECT�PARKWAY
KEY MAP
(NOT TO SCALE)
0 10 20 40 60
a_
GRAPHIC SCALE IN FEET
L_f=G E IV C=>
4 BOLLARD
�o ELECTRIC METER
POWER POLE
UGHT STANDARD
WATER METER
WATER VALVE
IRRIGATION CONTROL VALVE
�Q FIRE HYDRANT
CLEµOUT
uR0 MANHOLE
�D TRAFFIC SIGNAL CONTROL
TRAFFIC SIGNAL POLE
nU: TELEPHONE BOX
R• ROOD LIGHT
4tR FLAG POLE
TRAFFIC SIGN
IRS 1/2-INCH IRON ROD
W/-PACHECO KOCH' CAP SET
(C.M.) CONTROLUNG MONUMENT
PROPERTY LINE
— FENCE
OVERHEAD UTIUTY LINE
613— EXIST CONTOUR
—EIYdY EXIST SPOT ELEVATION
EXIST TOP OF CURB ELEVATION
EXIST GUTTER ELEVATION
PROPOSED CONTOUR
PROPOSED TOP OF CURB ELEVATION
G 614.00 PROPOSED GUTTER ELEVATION
-`k PROPOSED SPOT ELEVATION
TyL62p �p� PROPOSED TOP OF WALL ELEVATION
EL 614.Of) �C PROPOSED GROUND ELEVATION
AT BOTTOM OF WALL
MATCH EXISTING GRADE
-- PROPOSED SWALE
PROPOSED GRADE BREAK
PROPOSED DRAINAGE ROW DIRECTION
11� PROPOSED 100-YR ROCDPLAIN LIMITS
I� I LT FENCE (UMITS OF DISTURBED AREA)
•�CHECK DAM
GRADING & DRAINAGE GENERAL NOTES
1. REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS REGARDING FILL COMPACTION
AND MOISTURE CONTENT.
2 UNLESS NOTED, ALL FILL IS TO BE COMPACTED TO A MINIMUM OF 95% STANDARD
PROCTOR DENSITY WITHIN 3% OF OPTIMUM MOISTURE CONTENT. FILL TO BE PLACED IN
MAXIMUM UFIS OF 6 INCHES.
3. SIDEWALKS AND ACCESSIBLE ROUTES SHALL HAVE A RUNNING SLOPE NO GREATER
THAN5% (UNLESS OTHERWISE NOTED) AND D A CROSS SLOPENO GREATER THAN2i
4. GRADING OF ALL HANDICAPPED SPACES AND ROUTES TO CONFORM TO FEDERAL.
STATE AND LOCAL GUIDFLNEE
S ALL PROPOSED AND EXISTING GRADES IN NON -PAVED AREAS ARE 'FINISHED GRADE'
(ia O LANDSCAPE BEDS, TOP OF MULCH/SEDDING MATERIAL).
6. UNLESS NOTED. STORM DRAIN LINES SHALL BE OF THE FOLLOWING MATERIALS µD
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS
III RCP C-76, CLASS III
SB. ADS N-12
S.C. HµCOR HI-0
SD. CONTECH ALUMINIZED ULTRA FLOW
7. UNLESS NOTED, GRATE INLETS TO BE 'FORTERRA PIPE AND PRECASY CATCH BASIN
SIZED AS SHOWN. OR APPROVED EQUAL
L FINAL PAVING, CURB. AND SIDEWALK ELEVATIONS WILL BE PLACED AT PLUS OR MINUS
0.03 FOOT.
9. REFER TO LANDSCAPE SPECIFICATIONS FOR SEEDING AND SODDING REQUIREMENTS.
10. ANY CONCRETE, ROCK, OR MATERIAL DEEMED BY THE ENGINEER TO GE UNSUITABLE
FOR SIISGRADE SHALL BE DISPOSED OF OFFSITE AT CONTRACTOR'S EXPENSE.
11. TRENCH BACKFILL MATERIAL SHALL 00 FORM TO THE REQUIREMENTS OF NCTCDG ITEM
504.2 AND SHALL BE MECHANICALLY COMPACTED IN 6-INCH LIFTS TO THE TOP OF
SUBGRADE TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY IN ACCORDANCE WITH
MI ITEM
SD4,5 NUNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE
STANDARD CITY SPECIFICATIONS
12. dBEDMENT SHALL CONFORM TO THE REQUIREMENTS OF NCTCOC ITEM 504.5 UNLESS
OTHERWISE SHOWN ON MESE PLANS OR STATED IN THE STANDARD CITY
SPECIFICATIONS.
13. A ROUND MANHOLE COVER MEETING CITY SPECIFICATIONS SHALL BE PLACED IN ALL
INLET TOPS NEAR THE OUTLET PIPE
14. ALL CONCRETE FOR INLETS AND DRAINAGE STRUCTURES SHALL CONFORM TO NCTOOG
ITEM 70224. CLASS -A- (3000 PSI) UNLESS OTHERIMS: SHOWN ON THESE PLANS OR
STATED M STANDARD CITY SPECIFICATIONS.
15. CRUSHED STONE BEDDING OR APPROVED EQUAL SHALL BE PROVIDED BY THE
CONTRACTOR WHEN ROCK IS ENCOUNTERED IN TRENCHES. THERE SHALL BE NO
ADDITIONAL PAY ITEM FOR IS
STONE BEDDING.
16. IF REWIRED DUE TO CONSTRUCTION. POWER POLES TO BE BRACED OR RELOCATED AT
CONTRACTOR'S EXPENSE
ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY
(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)
THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH ME INTENT OF
COMPLYING WITH ALL CITY STANDARD REQUIREMENTS THESE DOCUMENTS HAVE
NDF BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS
DATE µD. THEREFORE REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION.
SY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS UNDERSTANDING
OF THEIR UNDERSTATHE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION
PRIOR TO ANY CONSTRUCTION.
I
I - —
NO. DATE REVISION
7557 RAMBLER ROAD SUITE0
Pacheco Koch
DALUS, T% 75231 972.2lS3031
TX REC.:ENGINEERING FIRM F-469
TX REO. SURVEYING FIRM LS-10001B000
GRADING PLAN
PRELIMINARY CLASSIC CHEVROLET GRAPEVINE
,�pp7�c• P,Flrg/T�R���CTYON
THIS D F SC IS ISSUED FOR THE WAREHOUSE ADDITION
PURPOSE OF SCHEMATIC REVIEW ONLY
AND IS NOT INTENDED FOR PEER
BIDDING, OR CONSTRUCTION PURPPOSES.OSES' SITE DEVELOPMENT SERVICES
PLANS PREPARED UNDER THE DIRECT
SUPERMSION OF CIRISTOPHER M. JONES. P.E. CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
TEXAS REGISTRATION NO. 82651
DATE 09/28/2021 DESIGN DRAWN I DATE I SCALE I NOTES I FILE NO.
LHN JTS SE II 1'-20' I I 6
PK FILE: 1969-21.504 PK-1969-21.504GRAD.DWG
fff 444 j =y4
I \ l� o� m PROTECT LOGTEN �
L
I T�T
p%. W
� 17 Dom, PROSPEC®pAY�
mail f i ■ E IUD iP■ i fFf■ KEY MAP
■ - -- � ■- ... .... • 1
(NOT TO SCALE)
- _ �°=r�NtR
-------------°_ ----- -� i
■ .. ��----I' —' `-------- `s,1\ �I
■ X 1c \ \ sl
�N
lop
As
■ 579-� 1� y
V/
r/P/11/�///
F/
r
0 00 1,
V/z
EXISTING
[o / "•J//f GIE STORY
MASONRY BUILDING I
F.F.=579.979.98
F5 I � • � I
. f
I
\
JJJ/ r
♦ o
579
1•
CONDITIONAL USE REQUEST CU21-241S A REQUEST TO AMEND THE
PREVIOUSLY APPROVED SITE PLAN OF CU18-16 (ORD. 2018-053) FOR
A PLANNED COMMERCIAL CENTER FOR AN AUTOMOTIVE
DEALERSHIP WITH THE SALES AND SERVICE OF NEW AND USED
VEHICLES, SPECIFICALLY TO ALLOW FOR A 17,680 SQUARE FOOT
PARTS WAREHOUSE EXPANSION.
--- — _ .. c 1 _ _
CASE NAME: PARTS WAREHOUSE ADDITION
CASE NUMBER: CU21-24
LOCATION2501 WILUAM D.TATEAVENUE
LOT SR2, BLOCK IRS
MAYOR SECRETARY
DATE:
3
IS
PLANNING AND ZONING COMMISSION
i
CHAIRMAN
DATE:
SHEET: 7 OF 9
u
APPROVAL DOES NOT AUTHORIZE ANY WORK IN
CONFLICF WITH ANY CODES OR ORDINANCES,
a
si
i
DEPARTMENT OF DEVELOPM ENT SERVICES
� H
CASE NAME: PARTS WAREHOUSE ADDITION
LOT 1112, BLOCK 1111
CLASSIC HUMMER ADDITION
CASENUMBER: CU21-24
n
Wim3
SHEET: 7 OF 9
PRELIMINARY
NOT F CONS7TLliC7f704
THIS DOCU T IS I:r.L.. F.:�R THE
PURPOSE OF SCHEMATIC RENEW ONLY
AND IS NOT INTENDED FOR PERMITTING,
BIDOND M CONSTRUCTION PURPOSES.
PLANS PREPARED UNDER THE DIRECT
SUPERVISION OF CHRIS70PKER M. JONES. P.E
TEXAS REGISTRATION N0. 82681
DATF-09/28/2021
0 10 20
40 60
GRAPHIC SCALE IN FEET
L— f= G E ti C=>
BOLLARD
rm
ELECTRIC METER
Pp
'
POWER POLE
LIGHT STANDARD
o
WATER METER
'ML
M4
WATER VALVE
IRRIGATION CONTROL VALVE
FIRE HYDRANT
CLEANOUT
uH0
D
MANHOLE
TRAFFIC SIGNAL CONTROL
..a
TRAFFIC SIGNAL POLE
TELEPHONE BOX
FLOOD LIGHT
rP.
4 a
RAG POLE
TRAFFIC SIGN
PROPERTY LINE
-
FENCE
-613-
EXISTING CONTOUR
--- 11-
DRAINAGE FLOW DIRECTION
■ ■ ■ ■ ■ ■ ■ ■ 100-YR FLOODPLAIN UNITS
■ ! M M N ■ DRAINAGE DIVIDE
EX 8
EXISTING DRAINAGE AREA ID
1.00
AREA IN ACRES
7.99
01m IN CUBIC FEET PER SECOND
CASE NAME:
CASE NUMBER:
LOCATION:
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET:_ OF
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT WITH ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
DRAINAGE AREA TABLE
DRAINAGE AREA Tc 11m DIDn
AREA ID (acres) C I (min) I (in/hr) (efs) I COMMENTS
DA 1 1 0169 0.80 10 11,60 6.40 I DRAINS TO FLUME
2
O
Q
ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY j
(SUBJECT TO REVISION PRIOR TO CONSTRUCTION) p
THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER KITH THE INTENT OF W
COMPLYING WITH ALL CITY STANDARD
ANDARD REQUIREMENTS. THESE DOCUMENTS HAVE
NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS
DATE AND, THEREFORE PENSIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. 3
BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS MDR UNDERSTANDING
OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION W
PRIM TO ANY CONSTRUCTION. S
a
NO. DATE REVISION j
7557 RAMBLER ROAD SUITE 1411
4_ OJ
`A Pacheco Koch DALLAS, TX 75231 972.235.3031 V
TX RED ENGINEERING FIRM F-469
TX RED SURVEYING FIRM LS-1GOOB000 H
EXISTING DRAINAGE AREA MAP
CLASSIC CHEVROLET GRAPEVINE
WAREHOUSE ADDITION
SITE DEVELOPMENT SERVICES
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
DESIGN I DRAWN I DATE SCALE N07ES ALE NO,
LHN JTS SE I
1'=20' 7
PK FILE: 1969-21.504 PK-1969-21.504DAMS.DWG
17.0
GrD
RAPHIC SCALE IN FEET
• \ In 1 I. _ J� y 5�'I}j~ _ W R BOLLARD
a� • I��' �m ELECTRIC METER
is POWER POLE P� o o q I G WATER'�F LIGHT STANDARD
(w. A VSIRn[ ev>-eae) 9 \ \ FI'G .// / y p LpWATER VAN 0E
'y � CURE HYDN CONTROL VALVE
7j � FIREHYDRANT
_ __ PROPOSED 15'%15 , m I_, MANHOLECLEANOUT
/ \ 90^�- ROCK RIP RAP a
J - (w.'ti nisi pej a' E c c 5 iw.ss o0 1� PROSPECTIPARKWAY TRAFFIC IC FL GHT CONTROL
aE OL
— , •L• — — — ■��� ■_■ '■� TELEPHONE BOX
■ . n....,.e...[- �cO�FI FLu �- • �. : /\ �o'(!s). 1 �.- `•: \ KEY MAP ' R1FFIC SIGN
�■■■■■■■■■■■■■■■■■��1 ■■ \ _s_
- — — — a I :`' ^` — 4� ___ (NOT TO SCALE) X — FENS TY LINE
O ■ �. _ — E%STING CONTOUR
�s i. _ • — _ — — — _ _ >L —_ _ , PROPOSED CONTOUR
___ _- ---—
613
�� - u[t , aic[ -� - - �' �� DRAINAGE FL W DIRECTION
..a�.F� `\ YR DPADE AIN LIMITS
a ■ S r DRAINAGE DIMOE
X k \\ \ �1 \\: \ U 8 PROPOSED DRAINAGE AREA ID
s
r as
I AREA IN ACRES
— L:.�-Tu___________ DAI ._ I r f ,T' \ u � OIm IN CUBIC FEET PER SECOND
B.So SAWCUT__-___o: 1 j \ = \ ,+, \
-• -- m DA / r \o \ \ N \ CASE
■ b __•—__.___sue' - s___a- __� 2 NAME:
a I � 579' - \ P N : \ LOCATION:CAB NUMBER:
s• 0.10 \
�_-____- ____41 ______ SAWCUT/_� ---g
MAYOR SECRETARY
.�M1■■■■■■■■■1�� - \ \ �i�j /10 DATE:
1 / PLANNING AND ZONING COMMISSION
01 IF
r T 4 ■■ y =� . / `��//J/, . �.... \ ,', Yi� �, CHAIRMAN
:- ,�� y ' ` • • I !/ - \\ \ .,,11 I = I. I , SATE:
SHEET— OF
e • /%//• ////�/%/ APPROVAL DOES NOT AUTHORIZE ANY WORK
• \ I /� I •/ J .,`\ '' I ' IN CONFLICT WITH ANY CODES OR
/// - 0 ORDINANCES
EXISTING I , •1 >/
ONE STORY \' DEPARTMENT OF DEVELOPMENT SERVICES
MASONRY BUILDING
west[ F.F..579.98 �j/f/, � ; .1 >/
so
579
D h .�. f\\ \\ ` to DRAINAGE AREA TABLE
//j// ///f{f/f,
m� l' T .`, . • . - - _. - _. f/ I _ � �I DRAINAGE AREA C I'm Qloo COMMENTS
�7 ��J � � AREA ID I (acres) �(T.)
min� (In/hr) � (cts)
N EXISTING 1,r // I \ 1 �, Z� _
ONE STORY ' 4 r_ _// . \ DA 1 0.70 0.80 10 11.60 6.50 DRAINS TO FLUME
1-L-T MASONRY BUILDING I ' '
= 1 1 ' a DA 2 GAD080 10 II0.8D DRAINS TO ROOF GRAIN
\1100
i
,
10
CONDITIONAL USE REQUEST CU21-24 IS A REQUEST TO AMEND THE
PREVIOUSLY APPROVED SITE PLAN OF CU18-16 (ORD. 2018-053) FOR <
A PLANNED COMMERCIAL CENTER FOR AN AUTOMOTIVE !'
DEALERSHIP WITH THE SALES AND SERVICE OF NEW AND USED C
C
VEHICLES, SPECIFICALLY TO ALLOW FORA 17,6805QUARE FOOT
PARTS WAREHOUSE EXPANSION. ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY
(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)
THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF
COMPLYING WITH ALL CITY STANDARD REWIREMENTS. THESE DOCUMENTS HAVE C
CASE NAME: PARTS WAREHOUSE ADDITION MDT BEEN APPROVED AND REIEASm FOR CONSTRUCTION BY THE CITY AS OF THIS
CASE NUM BER: ND, THERE
CU21-24 DATE AFOR@, REVISIONS MAY BE REWIRED PRIOR TO CONSTRUCTION.
..ION:2501 WILLIAMD. TATE AVENUE BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THER UNDERSTANDING
OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVID11
LOT IR2, BLOCK IRI PRIOR TO ANY CONSTRUCTION. ON
MAYOR SECRETARY M
C
c DATE: D
C
a PLANNING AND ZONING COMMISSION IFI
E i [
I
NO. DATE REVISION CHAIRMAN 7557 RANDIER ROAD SUITE 1401
DATE: A Pacheco Koch DALLAS, TX 75231 972.235.3031 L
SHEET: 8 OF 9 `-. T% REG ENGINEERING FIRM F-459 C
TX REG. SURVEYING FIRM LS-10008000
APPROVAL WITH NOT CODES OR
PROPOSED DRAINAGE AREA MAP
CONFLICT WITH ANY CODES OR ORDINANCES.
PRELIMINARY
(ECLASSIC CHEVROLET GRAPEVINE
�^ DEPARTMENT OF DEVELOPMENT NOT FOR CONSTf(uLT10N
THIS, DOCUMT IS
FOR THE
PURPOSE IOF SCHEMATICUED REMEW ONLY WAREHOUSE ADDITION
AND IS NOT INTENDED FOR PERM]
<w CASE NAME: PARTS WAREHOUSE ADDITION BIDDING, OR CONSTRUCTION PURPTRNG. SITE DEVELOPMENT SERVICES
OSES.
m LOT IR2, BLOCK IRI PLANS PREPARED UNDER THE DIRECT
CLASSIC HUMMER ADDITION swERM9ax OF LHRSrOPHER M.JONES P;. CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
F c CASE NUMBER: CU21-24 TEXAS REdSTR021 N0. 82687 DESIGN DRAWN DATE SCALE AID.FILE NO.
DATE o9/28/2021
SHEET: B OF 9
m WIN JTS 202 1'-20' S
PK FILE: 1969-21.504 PK-1969-21.504DAMS.DWG
10
• I
1 NA Ell,
-; -_ -_/
..
x
a ulvn vAgM \
(YA6 A DUE N2YCR36) \
� to'urw�NNilwlr.e r�k`1 -1 ».. 1 I I I<°� .� . SID�I ~-_-�,a� `� II .'II'• ♦, \
(c.ILIA smEnw_: al� i �w•i Ri"io�(rv)-sr. ♦ z
_4_,ER �
- - -
_-------- - llLj'�--- - ----- .---�- ^k---- Y� i 'I' i w10
-iA
10
-I --- - -
t ` \
go
'on
-� PROP. SILT FENCE / O 10 \
SA
5
SAWCUT _ 519 :' \t
\ \ m-----------------
\
L I:-
%0//
EXISTING
ONE STORY
_ MASONRY BUILDING
F.F.-579.98
EXISTING I�o `� re.. ..-
ONE STORY
MASONRY BURRING
STEEL OR WOOD POST AT 6' C.C.(MAX.)
POST OPTIONS:
WOOD = 4"x4" OR 3" MIN. DIA.
STEEL = 1.33 LBS/FT. MIN.
WIRE FABRIC (10 GA. LINE WIRES MIN.
1/2 GA. INTERMEDIATE WIRES MIN.)
a
�12
0
kP
MIRAFl 100% OR APPROVED EQUAL
TV �
m
�
ANCHOR FABRIC 6"x6"
ABIC I
FA IC
LL
TRENCH. & COMPACT
FLOW EXIST. GROUND
n
0
II( �yi1,-•y Po
�
o
3
SILT FENCE
o �
NOT TO SCALE
Z
\ ♦♦
1 . I I ♦�. �
,k .3" LIYL
10
10
!N/z ,
10\ OAK
1m\�S
•//f e� \
ROCK BERM ANCHORS O 4' CENTERS
ALONG LENGTH OF BERM
FLOW
ANCHORED SPLASH PAD PLAN VIEW
GEO-SYNTHETIC FILTER
FABRIC
h
_ SPACING -BOTTOM OF UPSTREAM
BERM TO MATCH TOP OF ROCK BERM
_ DOWNSTREAM BERM
BURY BERM 3 TO 4Y .FK'
INCHES INTO GROUND - -- - ; ANCHORED SPLASH PAD
I.5(D)) -- _ ,{ GEO-SYNTHETIC FILTER
�' FABRIC
FILTER FABRIC ELEVATION
POINT B TO BE
CEO -SYNTHETIC
ABOVE POINT A, ANCHROS ®4' CENTERS
2 MIN. ALONG LENGTH OF BERM
_ ROCK BERM
GEO-SYNTHETIC
FILTER FABRIC
SECTION
�j CHECK DAMS
l�L } NOT TO SCALE
CONDITIONAL USE REQUEST CU21-241S A REQUEST TO AMEND THE
PREVIOUSLY APPROVED SITE PLAN OF CU18-16 (ORD. 2018-053) FOR
A PLANNED COMMERCIAL CENTER FOR AN AUTOMOTIVE
DEALERSHIP WITH THE SALES AND SERVICE OF NEW AND USED
VEHICLES, SPECIFICALLY TO ALLOW FOR A 17,680 SQUARE FOOT
PARTS WAREHOUSE EXPANSION.
rW�=11 -AM - L- I al_ • I.
CASE NAME: PARTS WAREHOUSE ADDITION
CASE NUMBER: CU21-24
LOCATION2501 WILLIAM D. TATE AVENUE
LOT 1112, BLOCK 1R1
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 9 OF 9
APPROVAL DOES NOT AUTHORIZE ANY WORK IN
CONFLICT WITH ANY CODES OR ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
CASE NAME: PARTS WAREHOUSE ADDITION
LOT 1R2, BLOCK 1R3
CLASSIC HUMMER ADDITION
CASE NUMBER: CU21-24
SHEET: 9 OF 9
PT
�L
0 �
,I
.,: ICI
-.t>� �
.He
iIGIIIp� iIIillpr
Irppu
i Q
I
PROSPECT�PARKWAY
KEY MAP
(NOT TO SCALE)
0 10 20
40 60
GRAPHIC SCALE IN FEET
E r V I=>
BOLLARD
Fuo
ELECTRIC METER
FP.
wLIGHT
POWER POLE
STANDARD
o
WATER METER
WATER VALVE
IRRIGATION CONTROL VALVE
FIRE HYDRANT
CLEANOUT
u 0
nI,
MANHOLE
TRAFFIC SIGNAL CONTROL
TRAFFIC SIGNAL POLE
TELEPHONE BOX
ROOD LIGHT
•
s
FLAG POLE
TRAFFIC SIGN
ITS
112-INCH IRON ROD
(CM.)
W/'PACHECO KOCH" CAP SET
CONTROWNG MONUMENT
PROPERTY LINE
x -
FENCE
OVERHEAD UTILITY LINE
613- EXIST CONTOUR
PROPOSED CONTOUR
b
PROPOSED DRAINAGE ROW DIRECTION
O oo 0oOo0O
PROPOSED CONSTRUCTION ENTRANCE
INLET PROTECTION
OR H• ME SILT FENCE (LIMITS OF DISTURBED AREA)
CHECK DAM
POLLUTEOM CONTROL GENERAL NOTES
1. THIS PLAN HAS BEEN PREPARED TO PROVIDE MEANS TO PREVENT OR MINIMIZE POLLUTION OF STORM WATER.
2. THE CONSTRUCTION ACTIVITY INCLUDED IN THIS PLAN MLL INCLUDE
2.A, CLEARING AND GRUBBING
2B. ROUGH GRADING
2.C. FINAL GRADING
2.D. UTILITY INSTALLATION
2E. PAVEMENT INSTALLATION
T.F. BUILDING CONSTRUCTION
3. THE TOTAL ESTIMATED LAND AREA TO BE DISTURBED IS 0.43 ACRES
4. THE ESTIMATED RUNOFF COEFFICIENT UPON COMPLETION OF THE PROJECT IS 0.80.
5. THE STORM WATER ENTING THE STE IS COLLECTED IN AN EXISTING DRAINAGE SYSTEM MAINTAINED BY THE CITY OF
GRAPEVINE, TEXAS.
6. THE SOTS ON THE STE ARE GENERALLY EXPANSIVE CLAYS.
7. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN EROSION PROTECTION AROUND THE WORK AREA PERIMETER AND AT
ALL INLET MOUTHS PRIOR TO COMMENCING WORK AND UNTIL THE WORK AREA HAS BEEN STABILIZED.
S THE CONTRACTOR WALL REMOVE ALL EXCESS SOIL FROM CDNSMC71ON VEHICLES PRIOR TO EXITING THE SITE
9. ALL DISTURBED AREAS WHICH WILL NOT BE RE -DISTURBED MUST BEGIN BEING STABILIZED IMMEDIATELY BY THE
CONTRACTOR TO CONTROL EROSION. THE CONTRACTOR HAS 14 DAYS TO HAVE ALL STABLIZA71ON AND EROSION
CONTROL DEVICES IN PUCE.
10. THE CONTRACTOR SHALL UNDERTAKE PROPER METHODS TO REDUCE DUST GENERATION FROM THE SITE
11. THE CONTRACTOR MUST COMPLY WITH FEDERAL, STATE AND LOCAL REGULATIONS REGARDING SEDIMENT AND EROSION
CONTROL
12. A COPY OF THIS PLAN, AS PART OF THE SWEEP, MUST BE KEPT AT THE CONSTRUCTION FACILITY DURING THE ENTIRE
CONSTRUCTION PERIOD.
13. CONSTRUCTION SEQUENCING MUST PROVIDE FOR THE EXCAVATION OF AN ON -SITE BASIN AS A SEDIMENT COLLECTION
BASIN PRIOR M THE DI RBANCE 0" GREATER THAN 10 ACRES O' LAND.
14. ALL FINISHED GRADES ARE TO BE HYDROMULCIED, SPOT SODDED OR SEEDED AND WATERED UNTIL GROWTH IS
ESTABLISHED ON AND OFF -SITE
15. A PIT OR WASH OUT BASIN SHALL BE CONSTRUCTED ON -SITE BY THE CONTRACTOR FOR THE 'WASH OUT OF CONCRETE
TRUCKS
15. A BERM OR OTHER SPILL PROTECTION MEASURE SHALL BE USED FOR ANY TEMPORARY FUEL STORAGE TANK ON -SITE.
17. IF 'SUMP' PUMPS ARE USED TO REMOVE WATER FROM EXCAVATED AREAS, FILTER THE DISCHARGE TO REMOVE SEDIMENT
AND 07HER POLLUTANTS BEFORE THE WATER LEAVES THE STE.
18. TO PREVENT DAMAGE TO VEGETATION IN DOWNSTREAM WATER COURSES LIMIT ANY PROPOSED LIME STABILIZATION
OPERATIONS TO THAT WHICH CAN BE MIXED AND COMPACTED BY THE END OF EACH WORK DAY. GEOTEXTILE FABRIC IS
NOT EFFECTIVE IN FILTERING LINE SINCE THE GRAIN SZE IS SMALLER THAN THE OPENING IN THE FABRIC
19. VEHICLE PARKING AREAS, STAGING AREAS STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOT
ADVERSELY AFFECT WITH STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCUNG THE AREAS PROTECTIVE
MEASURES SHALL BE NECESSARY.
20- STORE ALL TRASH AND BUILDING MATERIALS WASTE IN AN ENCLOSURE UNTIL IT CAN BE PROPERLY DISPOSED OF AT THE
APPROPRIATE OFF -SHE FACILITIES
21. TRACKING OF SEDIMENT OFF -SITE BY TRUCK TRAFFIC SHALL BE HANDLED THROUGH REGULAR CLEANING.
221NSPEC11ONS SHALL BE CONDUCTED BY THE PERMITEE ONCE EVERY TWO WEEKS AND MTHIN 24 HOURS AFTER STORM
EVENT OF OL5 INCHES OR MORE OR ONCE PER WEEK ON A SPECIFIC PRE -DEFINED DAY. THE INSPECTIONS WILL INCLUDE
22A DISTURBED AREAS OF THE STE THAT HAVE NOT BEEN STABDIZED.
22.B. AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED 70 PRECIPITATION.
22.D. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE
22.E IDENTIFICATIONS OF MEASURES THAT NEED TO BE MAINTAINED, MODIFIED, OR ADDED TO CORRECT PROBLEMS
23. CONTRACTOR SHALL MINIMIZE THE EXPOSURE OF BUILDING MATERIALS, BUILDING PRODUCTS CONSTRUCTION WASTES,
TRASH, LANDSCAPE MATERIALS, FERTIUZERS PESTIODE& HERBICIDES, DETERGENTS, SANITARY WASTE AND OTHER
MATERIALS PRESENT ON THE SITE TO PRECIPITATION AND TO STORMWATER.
24. PERMANENTLY STABILIZE U POSED SOL. MINIM AND ADJACENT TO THE STE. THAT 15 DISTURBED BY VEHICLES, GRADING
AND OTHER CONSTRUCTION ACTIVITIES
25. CONTAIN ALL RUNOFF FROM MATERIAL USED IN SUBGRADE STABILIZATION.
26. MATERIAL STOCKPILE SHALL BE COVERED BY PLASTIC OR SURROUNDED BY EROSION CONTROL STRUCTURES TO CONTROL
SEDIMENT RELEASES.
27. CONTRACTOR�SHALLOF PROTECT SLOPES IN EXCESS OF 15X IN ORDER TO MINIMIZE EROSION OF SOILS AND THE C
28. VEGETATION TO BE PRESERVED WHERE EVER POSSIBLE TO HELP REDUCE EROSION. WHERE VEGETATION MUST BE Ir
REMOVED, PRESERVE NATIVE TOPSOIL IN ALL AREAS POSSIBLE G
29. MINIMIZE SOIL COMPACTION IN AREAS INTENDED FOR POST CONSTRUCTION PERVIOUS SURFACE.
R
ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY j
(SUBJECT TO REVISION PRIOR TO CONSTRUCTION) p
THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF W
COMPLYING MTH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE C
NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS
DATE AND. THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION.
BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING
OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR PENSION W
PRIOR TO ANY CONSTRUCTION. 5
a
(9
w
NO. DATE REVISION
w 7551 RAMBLER ROAD SUITE 1400
Pacheco Koch DALLAS, TX 75231 972.235.3031 (Zj
TX REG. ENGINEERING FIRM F-469 C.1
TX REG. SURVEYING FIRM 1.5-1000800000
y
EROSION PLAN
PRELIMINARY
NOTFORCONSTRUCT:=N CLASSIC CHEVROLET GRAPEVINE
THIS DOCUMENT ISC RE FOR THE WAREHOUSE ADDITION
PURPOSE OF SCHEMATIC REVIEW ONLY
AND IS NOT I ON NTENDED FOR PERMITTING, SITE DEVELOPMENT SERVICES
BIDDING,CONSMUONSIRUCTON PURPOSES SITE
PLANS PREPARED UNDER THE DIRECT
SO'ERNSON OFC HRISTOPHER M. JONES. PE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
TEXAS REGISTRATION N0. 82681
DAIS 09/28/2021 DESIGN DRAWN DATE SCALE I NOTES FILE NO,
URN JTS 202 1"-20' 9
PK FILE: 1969-21.504 PK-1969-21.504EROS.DWG