HomeMy WebLinkAboutORD 2021-012 ORDINANCE NO. 2021-012
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF
GRAPEVINE,TEXAS, ISSUING CONDITIONAL USE PERMIT
CU21-04 AMENDING THE SITE PLAN OF CU20-14
(ORDINANCE NO. 2020-037)TO ALLOW THE ADDITION OF
SALES BUILDING FOR AN AUTOMOTIVE DEALERSHIP
(VANTAS/KARMA) 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, 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
Ordinance No. 2021-012 2
of the City of Grapevine, Texas, same being also known as Appendix"D"of the City Code,
111 by granting Conditional Use Permit CU21-04 to amend the previously approved site plan of
CU20-14 to establish an automotive dealership with sales and service of new and used
vehicles and a 40-foot pole sign, specifically to allow for the addition of a sales building for
an automotive dealership (Vantas/Karma) in a district zoned "CC"Community Commercial
District within the following described property: Lot 1R, Block 1, First Baptist Church of
Grapevine Addition (2351 William D. Tate Avenue#100) 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. 2021-012 3
exceed Two Thousand Dollars ($2,000.00) and a separate offense shall be deemed
111 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 16th day of March, 2021.
APPROVED:
William D. Tate
Mayor
ATTEST: �e P:<,,.
\//e
Ul l6-
^itti 1 3C
Tara Brooks
City Secretary * *
APPROVED AS TO FORM:
laL
atthew C.G. Boyle
City Attorney
Ordinance No. 2021-012 4
LOCATION MAP
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MAR 10 2021
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CASE NAME Grop"ns Volkswagen
CASE NUMBER: CU21 04
LOCATION: #100 2351 WYliom D. Tate
Lots IR, Block I
First Boptlst Church
of crop", Addition
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 1 OF 12
APPROVAL DOES NOT AUTHORIZE
ANY WORK IN CONFUCT WITH
ANY CODES OR ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
OVERALL SITE PLAN
FIRST BAPTIST CHURCH
OF GRAPEVINE ADDITION
LOT 1R, BLOCK 1
9.102 Acres
SITUATED IN THE
J. FAY SURVEY - ABSTRACT 530
\ GRAPEVINE, TARRANT COUNTY, TEXAS
OWNER/APPLICANT ENGINEER/SURVEYOR
Camilla Ann Properties, LLC Spiam Engineering, Inc.
153 Treeline PK, Suite 200 TBPE No. 1-2121
San Antonio, 1— 78209 765 Custer Road, Suite 100
Telephone 210-886-8484 Plano, TX 75075
Contact: Ken Clayton Telephone: (972) 422-0077
Contact: Kevin Wier
Scale: 1" = 50' January, 2022 SE1 Job No. 19-184
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PROJECT
LOCATION
LOCATION MAP
'= ao
Conditional Use Request CU21-04 is a request to amend the
previously approved site plan of CU20-14 (Ord. 2020-37) to
allow for an automobile dealership with soles and service of
new and used vehicles and a 40-foot pole sign, specifically
to the allow the addition of a sales building for a
Vontas/Karrna dealership.
iO®
30 0 15 30 60
1 inch = 30ft.
Site Data SummaLV Table
SYNOPSIS
Zoning
rnT I etnrr I
CC Community Commercial
BEQUIRM
Lontl Use
Automotive Dealership
Lot Area
9.102 Ae. (396,467 Sq. Ft)
30,000 Sq. Ft
Building Footprint Area l
28,693 Sq. Ft
2nd Floor Area l
1,670 Sq. Ft
Bustling Footprint Area (Vantao)
9,865 Sq. Ft
Total Building Area
40.228 Sq. Ft
237.B80 Sq. Ft Mo .
Building Haight (VW)
36'-0". 2-Story
50' Max
Building Height (Vantm)
25'-0'. 1-Story
50' Max
Lot Coverage
10.00% Of Site
Floor Aran Ratio
0.10001.1
PARKING
Proposed Parking R.U.
1 Sp./2,000 of of Site Area
Required Parking:
199 Spaces
Customer Parking Provded
20 Spaces (Ind. 3 HC)
Employee Parking Provided
34 Spaces
Inventory Pahang ProvkMd
557 Spaces
Dlsplay Pinking Provded
96 Spaces
Aacmable Pahing Required
2 spoees
A=Tbo Pahang Provided
3 Sam"
Told Pahang Provided
707 Spam (Intl. 3 HC)
Impervious Arsa
317.122 Sq. Ft
317.174 Sq. Ft (80%) Mae
Pervious Area
79,345 Sq. FL
79.293 Sq. FL (20%) Mh
Gross Parking Area
221.708 Sq. FL
Fire Hydrant
Proposed Firelane
Traffic Flow Direction
11.. Hain icap Parking Is Provided In
Accordance w/ ADA Standards.
2. All The Requirements Of The Grapevine
Sol Erosion Control Ordinance Shall Be
Met During The Period Of Construction.
3. All On -Site Electrical Conductors
Associated With New Construction Shall
Be Located Underground.
4. Site Pion Is For Informational Purposes
Only. It Is Not A Construction Document.
5. All dimensions are to face of curb.
6. Barbed Wire Fence is Not Permitted.
7. Lighting levels at the property line include
lighting levels of the on premise sign.
CASE NAME: Grapevine Velkswogen
CASE NUMBER: CU21-04
-OCATION: f100 2351 William D. Tate
Lots 1R, BI k 1
First Baptist Church
of Grapevine Addition
MAYOR SECRETARY
DATE -
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE
SHEET: 2 OF 12
APPROVAL DOES NOT AUTHORIZE
ANY WORK IN CONFLICT WITH
ANY CODES OR ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
DIMENSIONAL CONTROL SITE PLAN
FIRST BAPTIST CHURCH
F
OF GRAPEVINE ADDITION
t1.
y
LOT 1R, BLOCK 1
...........................
%. TYLER. B.
9.102 Acres
....i
5 „e;....
26
SITUATED IN THE
J. FAY SURVEY -ABSTRACT 530
GRAPEVINE, TARRANT COUNTY, TEXAS
OWNER/APPLICANT ENGINEER/SURVEYOR
Camilla Ann Properties, LLC Spiars Engineering, Inc.
153 Treeline PK, Suite 200 TBPE No. F 2121
San Antonio, Texas 78209 765 Custer Road, Suite 100
Telephone 210-886-8484 Plano, TA 75075
Contact: Ken Clayton Telephone: (972) 422-0077
Contact Kevin Wier
Scale: 1" = 30' February, 2021 SEI Job No. 19-184
N
1
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............ RNETT,,, j
lf�138426
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3j9�2au
30 0 15 30 60
1 inch = 30ft.
.ASE NAME: Grap.vin. Volkswagen
.ASE NUMBER: CU21-04
_OCATION: #100 2351 William D. Tate
Lot. 1R, Bloak 1
Flat Baptist Churh
of G p.Mn. AEditlon
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE -
SHEET. 3 OF 12
APPROVAL DOES NOT AUTHORIZE
ANY WORK IN CONFLICT WITH
ANY CODES OR ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
DIMENSIONAL CONTROL SITE PLAN
FIRST BAPTIST CHURCH
OF GRAPEVINE ADDITION
LOT 1R, BLOCK 1
9.102 Acres
SITUATED IN THE
J. FAY SURVEY - ABSTRACT 530
GRAPEVINE, TARRANT COUNTY, TEXAS
OWNER/APPLICANT ENGINEER/SURVEYOR
Camilla Ann Properties, LLC Spiars Engineering, Inc.
153 Treeline PK, Suite 200 TB PE No. F-2121
San Antonio, Texas782O9 765 Custer Road, Suite 100
Telephone 210-886-8484 Plano, TX 75075
Contact: Ken Clayton Telephone: (972( 422-0077
Contact: Kevin Wier
Scale: I" = 30' %ebrua-y, 202' SEI Job No. 19-164
1
\ m�
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Lot 1R2, Block 1R1 \\ \\
CLASSIC HUMMER ADDITION
Doc. No. D210164132 OPRTCT \ \
\
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Plant material selected W screen the vehicle use areas
from the dghtof-way and from adjacent properties shall
be a minimum of thlrly (30) inches in height at the time
ofnlanting antl be the type of species that will attain a
m height of three (3) feet one (1) year after
planting.
$MOPSG
Zoning
LOT JR. BLOCK 1
CC Community Commercial
Land Use
Automotive Dealership
Lot Area
9.102 Ac. (396,467 Sq. Ft.)
30,000 Sq. Ft.
Building Footprint Area (VW)
28,693 Sq. Ft.
2nd Floor Area (YW)
1,670 Sq. Ft.
Building Footprint Area (Vontoa)
9,865 Sq. Ft.
Total Building Area
40.228 Sq. Ft.
237.880 Sq. Ft Max.
Building Height (VW)
36'-0'. 2-Story
50' Me.
Building Height (Vantos)
25'-0'. 1-Story
SO' Mox
Let Coverage
10.00% Of Site
Floor Area Ratio
0.1000:1
PARKING
Proposed Parking Ratio:
1 Sp'12.000 sf of Site Ares
Required Parking:
199 Spacea
Customer Parking Provided
20 Spaces(Ind. 3 HC)
Employee Parking Provided
34 Spaces
Inventory Perking Provided
557 Spoces
Display Parking Provided
96 Spaces
Accessible Parking Required
2 Spaces
Accessible Parking Provided
3 Spaces
Total Perking Provided
707 Spoces (Intl. 3 HC)
Impervious Area
317,122 Sq. FL
317.174 Sq. FL (80%) Mao
Pervious Area
79,345 Sq. Ft.
79,293 Sq. FL (20%) Min
PLANT UST
OTY.
TYPE
COMMON NAME
BOTANICAL. NAME
SIZE
REMARKS
6.3
LO
Live Oak
Q.—wi;v na
3'oaL
B&B, 13'M,4'S apnlatl nil.
58
CE
Ced. Elm
Uk—r"aldtbe
3'rai.
US: 13' W., 4'S' speed lm.
24
Co
Chinese pmWea
T—iium dlskh-
3'nL
BSB, 1ThtC-Tapnedmil.
9
RO
Red Oak Shumd
Ouerws shmneew
3'oa.
US', 1Tht,, 4'S'spwdail.
SHRUBS
OTY.
TYPE
COMMONNAME
BOTANICAL NAME
SIZE
REMARKS
1131 DBH Dead Budded Maly aesoomRAe'Burivalliwr9' SgM. conlarer,Ml27aptaadmia24'
Y
GROUNOCGVERS
OTY. TYPE COMMONNAME
BOTANICAL NAME SIZE REMARKS
Common BemMditirm
Cynalon dedY/m roil and solid sod, f.%,to l%IBa
\\ _
NOTE: PlaMGsli'maidtbiddelsmly. CmtrerNrshailw*allgmntlbesmpM.Nlteog WspsmLtam
\
ms. All pMM maledal afa0 mentor es®ed mmahs es krddinad. All treesblate straigta mslk and Oe aatrlag
\
Mn vadeaes.
\\
—
LANDSCAPE TABULATIONS
\}
iNTERI
MI,MW GROPEN6RKNGAREIRpAENTS:
T121,]OAa1.GRO65PARKINO ARFA,59spacas:N00GRAYI NJFMORt7
RegMtmmb:Mmiae(1) of gross parking arnbRe
l rde 'lof (thhee, due
pe laWsepeaa.
Sues
Conditional Use Request CU21-04 Ica re t to amend the
_
�al.dreprind
Mini dD)baepK WBnD old, Rl
9s13iebld Par l2 parYJ'Ig;®a
previaudy approved site plan of CU20-14 (Ord. 2020-37) to
.ag1Y
Repired Ra,Aad
Wew for an autanobile dealership with sdea antl service of
2;143a1
and useow d —id. and o 40-foot pole ago W-Ily
\'
(SBI Oew.Sd
to the ollthe addition of a aolea budding for
p1F :1 \\
INfERKxRPARKINC BCREEN BEWIREIA]rtrt5:
--
fbgireranh: W hLaaeenalEmed viella ,,
a3P wergrean m"W eksg We g
Vontos/Kanna depl<nhl p
—
ual edalassaN thooxy najaoea
' Pop"dourbem.
� J, RaYYYtl
NON-VEN WlAR OPENSPACEefg I Welee6:(3g6,b?ef.)
\���y�✓'1.; - Re9drem^6: Mminun l5%dgmr sileambbe
mat ee.iNn tn. as tree yea.
� 111 tree, 3'nl.lar3,000 s.f dmgved
larduapaaia.
I Regiad Rwidtl
69,4a0s1.115%) 74,211a1. O6.3%1
R (2a)a®a (2r—
01 LANDSCAPE PLAN
SCALE: 1'=30-0'
0 15 30 60
PER W ETER RE011REkEN15:
Rli,ein ter4:(1) bee Ste., pr 5011. bmg
sae ahmeb. P
6H 121: (1,012.11 I1I
Nell Peeitletl
(n)—' es. (n)aeas.3'd.
N-PmPegline:(61 11)
Rer - PowHetl
(16)aee, nl. 061sex.rm.
EaM Properly Un: (39052I.1.)
R—W P %led
(13)bea, 3'nL (131 bees, 3'tl.
S—Pr WI, Ure:(6ROJi111.
Regl W Pradde0
(16)see,". (is)been, Td
PLANNING AND ZONING COMMISSION
DATE:
SHEET: 4 OF 12
APPROVAL DOES NOT AUTHORIZE
ANY WORK IN CONFLICT NTH
ANY CODES OR ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
LANDSCAPE PLAN
FIRST BAPTIST CHURCH
OF GRAPEVINE ADDITION
LOT 1R, BLOCK 1
9.102 Acres
D' SITUATED IN THE
J. FAY SURVEY - ABSTRACT 530 &
J. CATES SURVEY - ABSTRACT 315
GRAPEVINE, TARRANT COUNTY, TEXAS
OWNER/APPUCANT ENGINEER/SURVEYOR
Camilla Ann Properties, LLC Spiars Engineering, Inc
153 Treeline PK, Suite 2DO TBPE No. F-2121
r, San Antonio, Texas 76209 765 Custer Road, Suite 100
* Telephone 210-8868484 Plano, TX 75075
Contact: Ken Clayton Telephone: (972) 422-0077 4 of 11
Contact: Kevin Wier
9.2�7 Mar. 09, 2021
Scale: 1- = 30' Feb. 25, 2021 SEI Job No. 19-184
------------------------
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- \ /
2
\
\
I I
LO
GBH
F
efvy
\\
j\\
Pr . 40' D Inage Esml.
Plat)
LO
y
\
Fuel Tank I
\
\ \
`fit
f
.'
o
e' Nnestet W/m 'y
mNot%nHv
Rartrs>rts
\
\
\ \
Cis
krcenhg to Nakh Bog I
O,I 1 STEEL EGGING DETAIL
U 1 Not tosrWe
LANDSCAPENOTES
7. Caemdor shal reri/y ell elstinga ydats+eeestinarlmR—ahsry
AfmitaeldIshan, rapertaes, surreydaa deeistitgmsdtimawea
supplied bydLas
z. codredamaimalealledmngumaymurleuarbeaamrlaNyavaea
saw-Alda COMwYwmall ererase raufim whm walMrigindn adaryd
vds%- d An8'es
3. Cmaheclw is mWmble Tor obladrg all ,cmmd leadenpe adan east
peanuts.
4. Cts"dor to Phand, a mmmum 2% slope way lmmea astaltes,
5. Allplan9rgbads.Wlewnare bbaseW.Wbysteeledg'rg. Noshadb
ba uwtellsdadlabMro sh awalksanaLe
fi All landscape areas to be 100% inngaed wdh an undwpasdaivese,
O
t gaewsygemamsbatilndud.mnandhawa.verams
7 All lawn areas to be Shcd Sod R eaudegmss amass ollarmsi Aced se ea
dahangs.
MAINTENANCENOTES
1. The 0.—,, Imed ad tha'r Want ifany,, shal bejarpyanp'seadly
mapontible for Namaideaams afeliandRepe.
2 Adlandarape shalbe meiddnedinaneal adodedYnmarel atltyres
This shall iadudeaseang, edging, p..%fishiseg wafavg, w-kVW
pine sum amNties rommm ro ladapepe madanrlre.
3. mllsedsraposheschallbekavaim dbassh, lihw, weessadoUntsich
mareda w pads ad pen d tau pal.
4. AllpaNmareriashell da madanedinahealtltyentlgonirgmdAm ask
eppopdale for bn.seamn ago yea.
5. Allplad mamawhim files stoat be npWc bwdh paarnatetiadeguala
baker 4..
6. CaNmdw shall provide sepwde b'dpsp-1 for Acre yeah nw'mromaee
begina4wfinslenetance.
GENERAL LAWN NOTES
1. ABjWcm*ursroadgompmbti dminspe oyfa bet np PmNds
unit munarlgatlopaMbdlwndstopesandoMwbmaaingade.
Catest atagdaitias antiateat whore wafwmay Nad.
z. aulawnareeemreoalresolaaodsnanoelertmaaema.adrl,eaw
finallneshgrada. Cmfrectwromwdirnte op d'orn mM
caneha9on Mama•.
3 Nrpaletl topsail shell da natural, hirtbre saihwn tlnaeljat kuwrt as baltmn
and sal, hee from lumps, der, rood subdmms rode tWdR vegetation,
MmeA mnlffiarg rn sett Brd dacY to bramnmh•.
4 Alllawn �re�sroaa fires graded, ungabon trenansmmfLatayaadat and
finrmgaa eppaoredbygre OwnBfs Conslrabat MenegawAmMred
pnwroinadlBhm
5 shall
teh caedpow to phhn,dirttlWs,eny Am[moallacm
shall Ee mrmredpiw to Pladrg ropmTwdarylawm dAtlaUetim
6.mnadwsnallpmNde(17oael�andimpmtedldpsdmmaeasro
he lam.
SOLID SOD NOTES
I. F-Rdaamesroedas-finelconlowa ilsicaded. Leereaaaz.—
lopsalrbelowfinal eedredgrmaln palatgareasad rbarowfiregmm
in tudweax
z. allamamaaromrareaaidaoeanallmlaninamaaa,nat•ea'wrr�
fidahgade CmbtWarocoordinete opaafims wiM mare Caxsmtdim
Meregw.
3. cmlvaawrornownda»;Ib nncla conmuman Mateyarwareaanuya
edsbng topW
4 PlattsadbyhadroAcrerinsficatedanenceplefely. Inavvdgasamd
se ldactleg. Top d—pa s byherd onh hops dIcH reids
5. Rai gsss erase is ads.. a smooM, a— surface, nes horn nnafisa
urdulstlom.
fi Wa'wsost lhomtghly As sod opemtim Pvgeams.
7. Codntlwshall maiden all lawn erase until final a'oflsbxe Th shee
i kWa,bdt haetedlo: nrowirg,watndNweeding,amletirgd`a"kt9
and repadrg dead w bare eases to keep pads in a vigvatt hearty
mrtdiih'ov.
8. Cande rocannesaradeescal mshmentaanacrepeNe lWses ad.drefi
povke reP'aennd flan haul sappy drnmssay.
9. gin.0elleach orate be era SBpeenbw l and Wash 1, at ast seas as be
.-,-dad with Winter Rysgmaa all a rale d (4) pouMs pawn
(IOOO)m—leat
I Q
I
lY
I �
d
Cf) r
CASE NAME: GrapeNne Volkewogen
CASE NUMBER: W21-04
LOCATION: #100 2351 William D. Tate
Lot. 1R, Blook 1
Fk.t Baptlel Ch... h
of GrapeNne Aciditlen
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 5 OF 12
APPROVAL DOES NOT AUTHORIZE
ANY WORK IN CONFLICT WITH
ANY CODES OR ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
LANDSCAPE PLAN FIRST BAPTIST CHURCH
OF GRAPEVINE ADDITION
LOT 1R, BLOCK 1
9.102 Acres
ilc. SITUATED IN THE
J. FAY SURVEY - ABSTRACT 530 &
J.CATESSURVEY - ABSTRACT 315
GRAPEVINE, TARRANT COUNTY, TEXAS
SPAIINGL7 _ `Nnu"aA
.eD OWNER/APPLICANT ENGINEER/SURVEYOR
waWawaWxos. C PLANT LIST xam � sa O� �.VO ND.AO �cb Camilla Ann Propertite LLC00 Splays Engineering, Inc.
LANDSCAPE PLAN ms San Antonio Peasto209 TBPENo.dSuit
Plant material selected to screen the vehicle use areas c' San Antonio, Teus 78209 765 Cus[er Road, Suite 100
OcT TREE PLANTING DETAIL SHRUB PLANTING NAIL o from the dghtof-ways tlfrom adjacent propadies snarl SCALE. 1"=30'-0'
GG uoi ios ue Q,� be a minimum of IM1my (30) i..... in M1eighl at the time it' Telephone 210-886-8484 Plano, TX 75075
Not i0lvlE of n ranting and be the type of a that will attain a
m neignt of three (3) f�t1e3e (1) year after 761 P Contact: Ken Clayton Telephone: (972(422-0077
ylenhap ao g 16 9TF O F t�} Contact: Kevin Wier 5 of 11
gg2D21 Mar. 09, 2021
Scale: I- = 30' Feb. 25, 2021 SEI Job No. 19-184
EXTERIOR FINISHES
EXTERIOR MATERIAL ALLOCATION
FACADE
EIFS-1 EIFS4 GL-1
TOTAL
NORTH SF)
45_ t,302 193
1,539
NORTH Ofl
/03 %95 X19
XtfiO
SOUTH (6F)
-
1,295
182
t,592
sauTN(xl
/�3
roes
x12
xlae
EAST (SF)
1,9)5
1,925
EAST(%)
-
X100
X100
T%)ALSF)
IT
A -
6,310,%1.AL
°A@
%T9
X2]
X10@
EIFS] Q
ET5 �)
i'INSUTATEDGIASS
t9 Lt5l1fi' Wt 001 E1F5.]
_______
:Wf)
T °_,\
1 r1�
18-? O 1 E O
--- ________
1
_________i _____
C /
I
-
}4 T
] P
Ecs.s
WT
WEST ELEVATION
1/4 = r-0•
]a• r
--Z1
BFSP 19' 4 —6'
-
1]'-81rB L-
_ _
____________________
j
_____
_______
- -
_________
003 TYP
TYP.00fi
-'
ON TYP.
.F_®_
\
/
g 0,
- - O
Got
1@ P 4
}.p
NOTES
t ALL MECHANICAL EOUIPMENT SHALL BE SCREENED FROM RUBLIG NEW IN ACCORDANCE WITH THE ZONING ORDINANCE.
]. W HEN PERMITTED, EXPOSED UTILITY BOXEDAND CONDUITS SIWLL BE PAINTED TO MATCH THE BUILDING.
3. ALL SIGNAGE AREAS AND LOCATIONS ARE SUBJECTS TO APPROVAL BY THE BUILDING INSPECTION DEPARTMENT.
WINDOWS SRALL HAVE A MAXIMUM EXTERIOR VISIBLE REFLECTIVITY OF 10%
2 NORTH ELEVATION
1/4" = 1'-0"
PRESENTATION ELEVATION KEYNOTES OWXER (APPL CANT
DEALER SIGNAGE TO COMPLY WITH THE CITY OF GRAPEVINE ORDINANCE. SIGNATE TO BE PERMITTED CAMILLA ANN PROPERTIES, LTD.
Pot SEPARATELY BY SIGNAGE VENDOR 1W TREELINE PARK. SURE M
] DOORASSCHEDULED SAN ANTONIO.TXTBAB
EIFS REVEAL
009'PRE-RNISHEDPARAPETCAP. COL OR TO MATCH AGJACENT WALL - - CONTACT'. KEN CLAYTON
005 LIGHT FIXTURE AS SCHEDULED
006 6•PLASTIC COVERED CONCRETE FILLED STEEL PIPE BOLLARD - SPARS ENGINEERING
007 SOLATUBE SKYLIGHT M]COS 765CUSTER RD. STE. 1M
000 PRE,FINISHED METAL GUTTER AND DOWNSPOUT. COLOR TOMATCH ADJACENT WALL LN10, T%]50)1
FIXED ROOF ACCESS LADDER WITH PLATFORM CONTACT'. KEVIN S. W IER
0t0 ROOF ACCESS (ADDER LOCKOUT
CDY
GRAPEVINE
COUNTY
9u m
J. FAY SURVEY
AP6T36CTNO.
GOREE VANTAS AND KARMA OF GRAPEVINE
.ARCHITECTS
..1,KLL,R<I DLLm L, >I
CASE NAME: GrapeWne Volk eeogen
CASE NUMBER: M21-04
LOCATION: /100 2351 WHI D. Tole
Lote IR, Block 1
FII Baptist Cl—
of GFo IH&, Addition
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 6 OF 12
APPROVAL DOES NOT AUTHORIZE
ANY WORK IN CONFLICT WTH
ANY CODES OR ORDINANCES,
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING ELEVATIONS
03/09/2021
EXTERIOR MATERIAL ALLOCATION
FACADE EIFS-1 EIFS-2 GL-'I TOTAL
NORTH
(CFI _ 1.1.
NORTH P=1 %3 /"55 M.12 5Am
SOUTH (SF) _ 1 192 t SB2
SOUTH -
GOREE V
A RCHITE CT
�NDTL L,» I v n tV T n S K ,fit R JM A
EXTERIOR FINISHES
1' INSULATED GLASS
EEsz
Q
3 EAST ELEVATION
20 -T
v
T- _ - _
- - - -
- -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - _.
`—
ttP. 005
b
/ \
®<Ei>
t AU MECHANICAL EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW IN ACCORDANCE WITH THE ZONING ORDINANCE.
2, WHEN PERMITTED. —.BE. UTILITY BOXED AND CONDUITS SHALL BE PAINTED TO MATCH THE BUILDING.
3. ALL SIGNAGE AREAS AND LOCATIONS ARE SUBJECTS TO APPROVAL BY THE BUILDING INSPECTION DEPARTMENT.
WINDOWS SHALL HAVE A MAXIMUM EXTERIOR VISIBLE REFLECT VITY OF 10%
PRESENTATION ELEVATION KEYNOTES
DEALER SIGNAGE TO COMPLY W ITH THE CITY OF GRAPEVINE ORDINANCE, S-GNATS TO BE PERMITTED
SEPANATELYBYSIGNAGEVENDOR_
X2 DOCRASSCHEDULED
L%13 OF —
PRE -FINISHED PARAPET CAP. COL OR TO MATCH ADJACENT WALL
005 LIGHT FIXTURE AS SCHEDULED
008 S' PLASTIC COVERED CONCRETE FILLED STEEL PIPE BOLLARD
00T SOLATUBE SKYLIGHT M74DS
008 PRE -FINISHED METAL GUTTER ANDDOWNSPOUT. COLOR TO MATCH ADJACENT WALL
00B FIXED ROOF ACCESS LADDER WITH PLATFORM
010 ROOFACCESSLADDERLOCKOUT
VANTAS AND KARMA OF GRAPEVINE
'.CASE NAME: GFap,W,, Volkswagen
CASE NUMBER: OU21-04
LOCATION: #100 2351 William D. Tate
Lot, IR, 81ook 1
F-t Bapti,t Ctrurgl
of Giap,w, Addition
MAYOR SECRETARY
DATE: _
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE: _
SHEET: T OF 12
APPROVAL DOES NOT AUTHORIZE
ANY WORK IN CONFUCT WITH
ANY CODES OR ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
4 SOUTH ELEVATION
1/4" = 1 -0"
OWNER/APPLICANT
CAMILLA ANN PROPERTIES. LTD.
- TREELINE PARK, SUITE MO
SAN ANTONIO, TX 7BM9
CONTACT. KEN CLAYTON
SPARS ENGINEERING
—CUSTER RG. STE 1M
—0, TX 75075
CONTACT. KEVIN S. W IER
StIY
GRAPEVINE
G9 M
TARNANT
BQRVET
FAY SURVEY
APSTRACT N
BUILDING ELEVATIONS
03/09/2021 p
7
—FREFINISHED METAL
GUTTER AND DOWNSPOUT ,2
1--
OPEN —OPEN— —OPEN -
`6' PLASTIC COVERED 6' PLASTIC COVERED
CONCRETE FILLED STEEL PIPE CONCRETE FILLED STEEL PIPE
BOLLARD. REF: SITE DETAILS BOLLARD, REF: SITE DETAILS
7 ELEVATION 4
1/8" = V-o"
a
p
6 ELEVATION 3
1/8" = 1'-0"
o
T-05/t6'
S
—OPEN—
OPEN— - OPEN —
I 6' PLASTIC COVERED ` e' PLASTIC COVERED
CONCRETE FILLED STEEL PIPE CONCRETE FILLED STEEL PIPE
BOLLARD. REF. SITE DETAILS SOLLAND. IF SITE DETAILS
5 ELEVATION 2
1/8" =1._o"
1T�C ' 31.01R 12-F
0 0
—PRE-FINISHED METAL
GUTTER AND DOWNSPOUT
-- -- Pit-NISHEDSTANDINOSEAMWH DE METAL I'O
ROOF OVER FIBERGLASSLONG-11.DED 1 R-1 R1
SYSTEM FACED WS FIBERGLASS AND RI I
- UNPAGED FIBERGLASS, UNALUE OF OATS
VACUUM
o CANOPY
3 ROOF PLAN - VACUUM CANOPY
2 REFLECTED CEILING PLAN - VACUUM CANOPY
1/8" = 1'-0"
CASE NAME. Grapevine Vdk... g-
CASE NUMBER: CU21-04
LOCATION: /100 2351 William D. Tate
Lots 1R, Biook i
F'vat Baptist CNurM
of CroDeWne Addition
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE: _
SHEET: 8 OF 12
APPROVAL DOES NOT AUTHORIZE
ANY WORN IN CONFUCT WITH
ANY CODES OR ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICESI
4 ELEVATION 1
1/8" =1'-0"
O
-C' PLASTT. C.VEFED
CONCRETE
I
FILLED STEEL PIPE
- BOLLARD, REF: SITE DETAILS
III
R
Ili
-PRE FINISHED METAL
GUTT RANDDOWNSPOUT
OI
I
O
ply
I
o
VACUUM
CANOPY
I
PLASTIC COVERED —�
CONCRETE FILLED ETEEL PPE
BOLLARD. REF'. SITE DETAILS
�6210�
O
O
FLOOR PLAN - VACUUM CANOPY
1/8" = 1' 0"
GOREE PRINCIPLE VOLKSWAGEN OF GRAPEVINE VACUUM CANOPY
ARCHITECTS ,i�
N/ n N T/k S K A V, A 2351 WILLIAM D TATE, GRAPEVINE, TX 76051
03/09/21
iW=9200 9220
'
9230 9220
BW=89.00 ' - - -
-
J
9200. 91.9D
� � 9200
91.20 91.00
- B] 66
mrec .n 9190_ / 9200
-0T0I91.I0
91.10 w I
91E . /
/
9000 90.00
_.
-
TW T -7 7 9200 - -
BW-B900 Pt.l6wdmleE BY VM) 9120..:- -_ ---\ �. _ i 91./0
90.00
90.50
91.80
9110, 91.20 �
9160 91.30 /
90.60 90.10
90.90
\ .
90N 91-50 \
it
92
r 92.OD 9230
_
I
I \� D
1
992
1
-
\
Z
E. SSM
1
9230
~ \\
I
\ ��
FF=592.30
_ \\
\ (7 4,
/ 90.k1
1
I
91 ]0 92 0
-� 9230 9210
�
n 91w-
90a0
_ B9w
�.10
-
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' 93.00
1 91.20
9L50� _ /
90b0 89.10
89 0
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eaw �..
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91.OD / I
V
89.W
I
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90.80
91.50 I
S� �
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W]t,h Ex I
f 91.W n
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9000
3 K.
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91-50 1.
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9050 rAYPP°' WaNN
90.2D
90.60 9150
FF=590 BB
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z5 ew �z�D eaw
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30 0 15 30 60
W
aW
LdJ
1 inch = 30ft.
Ljr
ot
Lt1
tat
1. All materials and construction shall conform to the City of Grapevine
Plans and Specifications, except as noted herein and approved
by the City.
2. Contractor shall be responsbIs for maintaining trench safety
requirements in accordance With City Standards, Texas State L.
and O.S.H.A. Standards for all excavation in excess of five feet
in depth.
3. The location of all utilities located on these plans are taken from
existing public records. The exact location and elevation of all
be determined
/
public utilities must by the Contractor. It shall
be the duty of the Contractor to ascertain whether any additional
P
facilities other than those shown on the plans may be present.
�� "" '•�. LlT
4. It shall be the responsibility of the contractor to protect all public
:•."
i'.:...... ... `..
utilities in the construction of this project. All manholes, clean-
j T7II2_BARNETT
138426
outs, valve boxes, fire hydrants, etc. must be adjusted to proper
line and grade by the contractor prior to and after the placing
of Utilities be
j'$'..,
t
permanent paving. must maintained to proper line
and during the
grade construction of paving for this development.
5. Drainage should be maintained away from the foundations, both
during and after construction.
6. All earthwork operations shall conform to the recommendations
per the Geotechnical Report.
W
7. Proposed spot elevations located at the curb are finished gutter
elevations. Add 0.50 feet to elevation for proposed top of curb.
z
�¢�II
Try
¢¢z�
n-1
0�Uo
z
Q
W�wU
FF=591i54 x.ao. e9.6D I 89,20 ¢ 01 Qz
92DO I 9020 09.50
p-00 W I0 I1 89.40 91.50
I -20 89.80 �N9 tut \ / O
9150 9200 /
tab
1
9158 90W 90.00 OMAN 8090
.1 --. - �.
rrr�� { 0 9000
V•� 9000
_ 90.B0 ' g0.pp. \ MR m
9200 Km 9070 900D \ 7W=8600
9O.50 89.70 �\ BW=B7.00
9D.3D 09.SOr OA 09.10 \ /
no opeiq
k
89.30
0q IM 89.]0
09.90 09.20 1 1� 8920 �.. BW=0TSO150 �
\1 1
9000 f
8930
9200 8920
1118930 \� BW=8900
89 20
i
Lot 1R2, block 1R1
O
N
o
CLA551C HUMMER ADDITION o
9D Doc. No. D210164132 OPRTCT
a
1 a93D eat # - CAUTION III CITY GPS MONUMENT nAN5
Note: EXISTING UTILITIES FEYA'S MONUMENT FW#a RM/47 IS AN 6-FOOT AWMINUM ROD Scale: As Shown
The contractor shall perform all earthwork and compaction WITH A CO SET 0.5 FOOT BELOW THE ACCESS COVER AND
# operations, including but not limited to, placement of fill EASTING UTIUDES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM STAMPED -am
OF GRAPEMNE, MON. S% AND IS LOCATED AT THE Drawn By. BUM
during earthwork operations, backfilling, trench backfilling, REFERENCE INFORMATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY ENTRANCEFEET OR ID GNE I EIRSENTARY ECnON F WEDL, APPROUGEI STREET 250
/ utility backfilling, liming, and subgrade placement according to AND VERTICALLY THE LOCATION OF ALL EXISTING UTIUTIES AND UNDERGROUND FACIUTIES PRIOR TO PEBBDBROOK DWYE. INMATIDNd33AI EST Ca1FCE STREET Checked By. KSW
/ the geotechnical recommendotions and City standards. The CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED. THE
# - cont
roctor shall use the most stringent requirement if there is CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. CITY GPS MONUMENT #7: ��
l a conflict on any fill or backfll operations. The contractor IY ALUMINUM ROD WITH CAP SET 0.6' BELOW ACCESS COVER. Sheet
shall Inquire in written format with the Engineer of Record CALL TEXAS ONE -CALL (811) OR OTHER UTILITY LOCATION SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY. ACCESS COVER IS STAMPED. 'CITY OF GRAPEVINE, NO. T.
should there be any questions regarding fill and backfill SPIARS ENGINEERING, INC. IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES DR DEPICTING EXACT MONUMENT IS LOCATED AT THE WEATHER STATION DF THE CORPS
requirements. LOCATIONS OF UTIUTIES ON DRAWINGS. OF ENGINEERS
AT THE GRAPEVINE LAME HEADQUARTERS ON FAIRWA
DRIVE (110 FABWAY OR.1. ELEVATION - 58576 SEI No. 11►184
r"')
U
Note:
The contractor shall perform all earthwork and compaction
operations, including but not limited to, placement of fill
during earthwork operations, bockfilling, trench backfilling,
utility backfilling, liming, and subgrade placement according to
the geotechnical recommendations and City standards. The
contractor shall use the most stringent requirement if there is
a conflict on any fill or bockfill operations. The contractor
shall inquire in written format with the Engineer of Record
should there be any questions regarding fill and backfill
requirements.
i
o�30 0 15 30 60
® 1 inch = 30f1. n
;eneral Notes a
1. All materials and construction shall conform to the City of Grapevine L3.1
Plans and Specifications, except as noted herein and approved LU
by the City. am ZIn
a
2. Contractor shall be responsible for maintaining trench safety
requirements in accordance with City Standards, Texas State Law, Z
and O.S.H.A. Standards for all excavation in excess of five feet LU v
in depth.
3. The locotion of all utilities located on these plans are taken from
existing public records. The exact location and I elevationof all
determined
public utilities must be determined by the Contractor. t shall
be the duty of the Contractor to ascertain whether any additional
facilities other than those shown on the plans may be present.
4. It shall be the responsibility of the contractor to protect all public
utilities in the construction of this project. All manholes, dean -
outs, valve boxes, fire hydrants, etc. must be adjusted to proper
line and grade by the contractor prior to and after the placing
of permanent paving. Utilities must be maintained to proper line
and grade during construction of the paving for this development. /
5 Drainage should ring -and after be maintained away from the foundations, both
duconstruction.
T(
6. All earthwork operations shall conform to the recommendations
per the Geotechnical Report. / TYLER BARNETT
7. Proposed spot elevations located at the curb are finished gutter iP'_, 138426
elevations. Add 0.50 feet to elevation for proposed top of curb. 1i1�FSS�EN,ahf
3!9I2o21
CAUTION ! ! !
EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM
REFERENCE INFORMATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY
AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO
CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED. THE
CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION.
CALL TEXAS ONE -CALL (811) OR OTHER UTILITY LOCATION SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY.
SPIARS ENGINEERING, INC. IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES OR DEPICTING EXACT
LOCATIONS OF UTILITIES ON DRAWINGS.
W
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W�WU fa
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CASE NAME: Grapevine Volk .wagen
CASE NUMBER: CU20-14
LOCATION: #100 2351 VAHI m D. Tate
Lot. 1R, Block 1
Flr.t Baptist Church
o
f GrapeNne Addition
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
DATE:
SHEET: 10 OF 12
APPROVAL DOES NOT AUTHORIZE
ANY WORK IN CONFLICT NTH
ANY CODES OR ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
CITY GPS MONUMENT /5:
IEMA'S MONUMENT RMfCL W03 IS AN B-FOOT ALUMINUM ROD Scale: AS Shown
NTH A CAP SET MR 0.5 FOOT BELOW THE ACCESS COAND
STAKED 'OTY OF GRAPEMNE Mal. 5'. AND IS LOCATED AT THE Drawn By. BLM
ENTRANCE TO ANN CON ELEMENTARY SCHOOL APPROMMATELY 250
FEET NORTH OF THE INTERSECTION OF WEST COLLEGE STREET AND
PEBBIERROOK DRIVE ELEVATION-637.01 Checked By KSW
CITY GPS MONUMENT #7: ��
12' ALUMINUM ROD NTH CAP SET 0.6' BELOW ACCESS COVER. Sheet
ACCESS COMR ISSTAMM .CITY OF GRAPEVINE, NO. i.
MONUMEM IS LOCATED AT THE WEATHER STATION OF THE Cates
Or ENONEERS AT THE GRAPEVINE LAKE HEADOU TERS ON FAIRWA S. No. 1.DRIVE(110 FAIRWAY DR). ELEVATION = 505.76
Canst Type 'A' Headedl
End 3-6'xS RCR
FL 3-613 RCB=587.66
).91 Line 'G
18' RCP
t t8" Safety
kle 'a'
RO'
6+88.91 Une 'A'=
ant 0+0000 Lat 'A6•
Install 18' I.
"
14r. Na� �60320 Ae'_ L71
om -
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End 18' RCP
Cart CB-36
Tap=590.70
R=587.20
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water a.
u• 1, � �L a
DDrr. zXr,320
oPRs�
0+0600 lne 'G
Bagb IB' RCP
C.. 18 Safety
End Treatment
FL 187 RCP=590.50
1
i cas
/
1 i
0 Lal 'Ail' �
RCP
CB-36 _ �-
1.20
JO
FT=592.30
AB.39
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3+36.54 Une 'C=
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0+00.00 Lot 'C3'
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stall 11f Wye
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d & Rug 18' RCP
5.17 Lal b4' I
R.
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Line A'=
Lot 'AV -
I - 0+24.87 Lot 'A5'
T End le RCP
ICart 5' C.I.
Tap=591.50
I FL=587.50
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f
I 2+39.94 lsre 'C=
10+00.00 Lot 'C2'
Instal IB' Wye
l 2+42.94 Liu: 'C
Fnd 21" RCP
Bella IW RCP
Lot
ROP _16A
R.I. MEP Rad$ tar
FF=591:¢Or Exacl:UFly Cpnectial,
Size WWI Location
.04 Une b.= -
W Lat b4'
1 187 Wye
193 Lot bad
18' RCP
40 l ne b•-
0D Lot b3a'
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I 4+9&76 Lile b'
End 24' RCP
Begin le RCP
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PC=5+3425 -
S+�
5420.52 Lire b'
[in of 1860'
1�m B- PAC-,
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5 Line 'A
6'xY 45'
0+14.29 Lot'A4'
End 18' RCP
C.
Top=590.70
- FL=586.70
End
Top 518' RCP
ConsL 5' CI.
9050
FL=566.50
C
4+7a08 Lire 'A'=
O+OD.00 lat'A4'
Install 1!Y Tee
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it & Plug 18' RCP I \
a� I
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. 21 RCP /
Begb 24' RCP
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4+90.76 line b'=
00
' Instal 18' Wye
04
Note:
All storm sewer
improvements
are private unless
5.22 Lal by
otherwise noted.
18' RCP
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a
Lot 1R2, Block 1R7
CLA551C HUMMER ADDITION \\ \\\
Doc. No. D210164132 OPRTCT \ \
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30 0 15 30 60
T inch = 30 it
Note:
See Sheet C7 for
Line & Curve Tables.
CASE NAME: Cropevin. Valk ... den
CASE NUMBER: CU20-14
LOCATION: f1G0 2351 Ni D. Tate
Lot. 1R, Block 1
Fkat Baptl.t Church
f GrapeMne Additim
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
DATE:
SHEET: it OF 12
APPROVAL DOES NOT AUTHORIZE
ANY WORK IN CONFUCT WITH
ANY CODES OR ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
DRAINAGE GENERAL NOTES
1. All materials and construction sholl conform to City of Grapevine
Standards and Specifications, except as noted herein and approved
by the City.
2. Contractor shall be responsible for maintaining trench safety
requirements in accordance with City Standards, Texas State Law,
Find O.S.H.A. Standards for all excavation in excess of five feet
in depth.
3. The location of all utilities located on these plans are taken from
existing public records. The exact location and elevation of all
public utilities must be determined by the Contractor. It shall be
the duty of the Contractor to ascertain whether any additional
facilities other than those shown on the plans may be present.
4. It shall be the responsibility of the Contractor to protect all public
utilities in the construction of this project. All manholes, clean -
outs, valve boxes, fire hydrants, etc. must be adjusted to proper
line and grade by the Contractor prior to and after the placing of
Permanent paving. Utilities must be maintained to proper line and
grade during construction of the paving for this development.
5. Erosion control shall be required during all phases of construction.
6. All materials and workmanship shall conform to the Standard
Specifications for Public Works Construction for North Central
Texas, latest edition, and The City of Grapevine Department of
Public Works and Transportation Addendum.
7, During construction of these public improvements, any interpretation
of the Standard Specifications for Public Works Construction for
North Central Texas, and any matter which requires the approval
of the Owner, must be approved by the Director of Public Works
and Transportation or his designee before any construction involving
that decision commences. Assumptions about what these decisions
might be which are made during the bidding phase will have no
bearing on the decision.
8. Streets, alleys, sidewalks, driveways, and storm drainage facilities
in the public right-of-way shall be constructed in conformance with
TxDOT Standards.
9. Traffic barricades will be required for paving and drainage construction
within the public right-of-way. Barricades shall conform to the
installation shown in the "1980 Texas Manual of Uniform Traffic
Control Devices', as currently amended, TxDOT.
10. Backfill for utility lines should be carefully placed so that they
will be stable. Where utility lines pass through the parking lot,
the top 6" should be compacted similarly to the remainder of
Ill lot. Utility ditches should be visually inspected during the
excavation process to ensure that undesirable fill is not used.
11. Concrete for inlets and drainage structures shall be 3600 psi at
28 days.
12. If rock is encountered in the trench, rock spoil shall not be used
in the upper 1.5 feet of the trench.
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IFL=5M38
0+35.22 Lat'D3'
t1nd 18' RCP
cap-
=58&80
L=584.80
I
Note:
The contractor shall perform all earthwork and compaction
operations, including but not limited to, placement of RII
durin earthwork o erations, backfillin trench backfillin
P 9. 9�
backfilling, liming, and subgrode placement according to
hnical re
the geotec commendations and City standards. The
contractor shall use the most stringent requirement if there is
a conflict on any fill or backfill operations. The contractor
shall inquire in written format with the Engineer of Record
should there be any questions regarding fill and backfill
requirements.
CAUTION
EXISTING UTILITIES
EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM
REFERENCE INFORMATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY
AND VERTICALLY THE LOCATION OF ALL EXISTING UTIUIES AND UNDERGROUND FACILITIES PRIOR TO
CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDDt TO PROTECT ALL FACILITIES ENCOUNTERED. TI1E
CONTRACTOR SHALL PRESERVE AND PROTECT All EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION.
CALL TEXAS ONE -CALL (811) OR OTHER UTILITY LOCATION SERVCES 48 HOURS PRIOR TO CONSTRUCTION ACTIMTY.
SPURS ENGINEERING, INC. IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING U11UTIES OR DEPICTING EXACT
LOCATIONS OF UTILITIES ON DRAWINGS.
CITY GPS MONUMENT #5:
TEMA'S MONUMENT RMp3. Fdlf43 IS AN 8-FOOT ALUMINUM ROD
A CIP SET 0.5 FOOT BELOW THE ACCESS COVER AND
STAMPED WITH
ENTRANCE'TO a' ORAPLEM MON. 5, Aral! 6 LOCATED AT THE
250
EET NOR TO cuaaN E1B.IENTARY SCHOOL, APPRGMMATELY AND9
FEET NORTH a THE INTERSECRONa HESTCIlE4ES1RET:T ANDrust10'CJ.utility
PEBBIFBRoac datE DEYAnaa=633.m
CITY GPS MONUMENT #7:
12' ALUMINUM ROD WITH CAP SET Oil• BELOW ACCESS COVER.
ACCESS COVER IS STAMPED. *CITY OF GRAPEVINE NO. 7.
MONUMW IS LOCATED AT THE WEATHER STATION OF THE CORPS
OF ENGINEERS AT THE (RAPEMNE LANE HEADQUARTERSON FAIRWA
DRIVE (110 FAIRWAY DR). EIEVATCN = 565.76
1 V
Scale: As Shown
Drawn By. ELM
Checked By KSW
�+�
Sheet 1,
SEMI No. 151-184
LD
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Frdale
34dRal
Pep. pond R }{'XD' Ra1+5771%
(emu a oea)
SECTION A -A
n.Ls
rl
STORM SEWER CENTERLINE CURVE TABLE
�,+, f
Aa a
Tm9*I
-0,
CI
70.000
4736'35-
30.88'
58.17'
C2
70.000
2958'19-
18.74' 36.67
DRAINAGE GENERAL NOTES
1. All materials and construction shall conform to City of Grapevine
Standards and Specifications, except as noted herein and approved
by the City.
2. Contractor shall be responsible for maintaining trench safety
requirements in accordance with City Standards, Texas State Low,
and O'S.H.A. Standards for all excavation in excess of five feet
in depth.
3. The location of all utilities located on these plans are taken from
existing public records. The exact location and elevation of all
Public utilities must be determined by the Contractor. It shall be
the duty of the Contractor to ascertain whether any additional
facilities other than those shown on the plans may be present.
4. It shall be the responsibility of the Contractor to protect all public
utilities in the construction of this project. All manholes, clean -
outs, valve boxes, fire hydrants, etc. must be adjusted to proper
line and grade by the Contractor prior to and after the placing of
permanent paving. Utilities must be maintained to proper line and
grade during construction of the paving for this development.
5. Erosion control shall be required during all phases of construction.
6. All materials and workmanship shall conform to the Standard
Specifications for Public Works Construction for North Central
Texas, latest edition, and The City of Grapevine Department of
Public Works and Transportation Addendum.
7. During construction of these public improvements, any interpretation
of the Standard Specifications for Public Works Construction for
North Central Texas, and any matter which requires the approval
of the Owner, must be approved by the Director of Public Works
and Transportation or his designee before any construction involving
that decision commences. Assumptions about what these decisions
might be which are made during the bidding phase will have no
bearing on the decision.
8. Streets, alleys, sidewalks, driveways, and storm drainage facilities
in the public right-of-way shall be constructed in conformance with
TxDOT Standards.
9, Traffic barricades will be required for paving and drainage construction
within the public right-of-way. Barricades shall conform to the
installation shown in the "1980 Texas Manual of Uniform Traffic
Control Devices', as currently amended, TxDOT.
10. Backfill for utility lines should be carefully placed so that they
will be stable. Where utility lines pass through the parking lot,
the top 6" should be compacted similarly to the remainder of
the lot. Utility ditches should be visually inspected during the
excavation process to ensure that undesirable fill is not used.
11. Concrete for inlets and drainage structures shall be 3600 psi at
28 days.
12. If rock is encountered in the trench, rock spoil shall not be used
in the upper 1.5 feet of the trench.
CASE NAME: Grapevine Volk ... Sea
CASE NUMBER: CU20-14
LOCATION: #100 2351 William D. Tote
Lots 1R, Block 1
First BapU.t Church o
GmpeNne Addition
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 12 OF 12
APPROVAL DOES NOT AUTHORIZE
ANY WORK IN CONFLICT WITH
ANY CODES OR ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
Note:
All stone sewer
improvements
are private unless
otherwise noted.
CAUTION ! ! !
Note: contractor shall perform all earthwork and compaction EXISTING UTILITIES
The
operations, including but not limited to, placement of fill EMSTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM
during earthwork operations, backfilling, trench backfilling, REFERENCE INFORMATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY
utility backfilling, liming, and subgrade placement according to AND VERTICALLY THE LOCATION OF ALL EXISTING UTIUTIES AND UNDERGROUND FACIUTIES PRIOR TO
the geotechnical recommendations and City standards. The CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED. THE
contractor shall use the most stringent requirement if there is CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION.
a conflict on any fill or backfill operations. The contractor
shall inquire in written format with the Engineer of Record CALL TEXAS ONE -CALL (811) OR OTHER UTILITY LOCATION SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY.
should there be any questions regarding fill and backfill SPIARS ENGINEERING, INC. IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES OR DEPICTING EXACT
requirements. LOCATIONS OF UDUTIES ON DRAWINGS.
CITY GPS MONUMENT /5:
FEWA'S MONUMENT Mille RN+43 IS AN 8-FOOT ALUMINUM ROD
MTN A CAP SET 0.5 FOOT BELOW THE ACCESS COVER AND
STAMPED -ON OF GRAPEVINE NON. 5, AND IS LOCATED AT THE
ENTRANCE TO CANNON OETIENTARY SCHOOL APPROAMATELY 250
FEET NORTH OF THE INTERSECTION OF WEST COLLEGE STREET AND
PEBBLO ROCK DRIVE MATICNm .O1
CITY GPS MONUMENT #7:
12' ALUMINUM RQU WITH CAP SET 0.6' BELOW ACCESS COVER.
ACCESS COVER 6 STALPEO, 'CITY OF GRAPEVINE NO. Y.
MONUMENT 6 LOCAlEO AT THE WEATHER STARON OF THE OCRPS
OF ENGINEERS AT THE GRAPEVINE LAKE HEADQUARTERS ON FAIRW
DRIVE (110 FAIRWAY DR.). ELEVATION " S9576
^" . 111
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Scale: As Shown
Drawn By. BUM
Checked By. KSW
Sheet C7
SEI No. 19-184