HomeMy WebLinkAboutItem 03 - CU01-46 Christian Brothers Automotivec c. nM a 3 ��
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- # 3
TO: HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE
PLANNING AND ZONING COMMISSION
FROM: ROGER NELSON, CITY MANAGER �*
H.T. HARDY, DIRECTOR OF DEVELOPMENT SERVICES
MEETING DATE: SEPTEMBER 18, 2001
SUBJECT: DEVELOPMENT SERVICES TECHNICAL REPORT OF
CONDITIONAL USE APPLICATION CU01-46 CHRISTIAN
BROTHERS AUTOMOTIVE
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-- --------------iii ry,_
, Grapevine Ooze C? APPLICANT: Christian Brothers Automotive Corp.
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Rd Lake
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I. H. 1635
Northwest PROPERTY LOCATION AND SIZE:
I
.d
The subject property is located at 2059 West State
Highway 114 and is platted as Lot 2R, Block A
Sy DFW x
Hall -Johnson iso Airport a ; Storguard No. 1 Addition. The addition contains
7----� 2
' 4.414 acres. The property has approximately 172
-
Glade Rd.� - feet of frontage along the service road of State
w I
Highway 114.
3
REQUESTED CONDITIONAL USE AND COMMENTS:
The applicant is requesting a conditional use permit for an automotive repair facility with
a seven -foot monument sign.
The applicant is proposing the development of a 30,806 square foot automotive repair and
service facility. The facility will have seven service bays and an office area.
PRESENT ZONING AND USE:
The property is currently zoned "LI", Light Industrial District and is undeveloped.
0:/zcu/CU01-46.4 1 September 10, 2001 (9:20AM)
0 HISTORY OF TRACT AND SURROUNDING
The subject property and the properly adjacent to the West Side of State Highway 114 West
were rezoned in the 1984 City Rezoning from "I-1" Light Industrial to "LI" Light Industrial.
CU00-10 (Ord. No. 00-33) was approved for the subject site on March 28, 2000, allowing the
establishment of an automotive repair facility. The conditional use permit has since expired.
The Grapevine Industrial Park Addition was rezoned in the 1984 City Rezoning from "1-2"
Heavy Industrial to "LI" Light Industrial. Conditional Use Permit CU95-14 (Ord. No. 95-44)
approved on June 20, 1995 for the property to the south, allowing a mini -storage warehouse
facility with outside storage. The property to the north was developed as Craig's Collision
through administrative review.
SURROUNDING ZONING AND EXISTING LAND USE:
NORTH:
SOUTH:
EAST:
WEST:
AIRPORT IMPACT:
"LI" Light Industrial - Craig's Collision Specialists
"LI" Light Industrial - Storguard
"PO" Professional Office and "CC" Community Commercial - State
Highway 114 West and Baylor Hospital
"LI" Light Industrial - Warehouses and a 100 -foot telecommunications
tower
The subject tract is located within "Zone B" Middle Zone of Effect as defined on the "Aircraft
Sound Exposure: Dallas/Fort Worth Regional Airport Environs" Map. In "Zone B" the
following uses may be considered only if sound treatment is included in building design:
multifamily apartments, motels, office buildings, movie theaters, restaurants, and personal
and business services. Single family residential and sound sensitive uses such as schools
and churches should avoid this zone. The applicant's proposal is an appropriate use in
this noise zone.
The Master Plan designates the subject property as Industrial land use. The proposed
development complies with the Master Plan.
/cj
01nu/CU01-46.4 2 September 13, 2001 (11:09AM)
JUL-31-2001 10:06 FROM:CHRISTIAN BROTHERS 281-870-1200 TO:817 540 1583
PART 1. APPLICANT INt
N7hr;57t
of applicantlagent'
Q
Street address of appifcant /age
1554 q-6
er,5 jPU-�01n 6t UC- Cor P or
1� / �
vpr=ntt interest In subjcdproperty.
Ntr'.tt..a t,,.,�lrtlS{ru.c �'r`QN
PART 2. PROPERTY INFORMATION
Street address of subject property
dption o subject properii' (motes B Still
use be c»bed on 8 ! "x 1
o,V
lzo of subJproperty
1 V/ iV' Acres
prese11 11 rn ZArdng dassiffcation: proposed use of Me property:n
L�/ /9Ccfamo-'/'VG l�t'pa.; r
. ,., dicfnrt err& for Conditional use 1BQUG=
a
ttu*
, V' , s
of curmnt property owner.
Q. U " ,ve, 1Y1 ak .� U•
address of property owner
;bnA"rporf Flwu
;,rtyl3Yate /hof property owner.
U01✓
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PRO-,
Form "K
,:PSI- 970- faoi)
-uew- —Far
r 76 b A Q Fax numbor of property ownor,
Te ephonc number o propertY owner. / 7r SVO-
g/7- ::Ya-
❑ Submt a Jotter describing the proposed condtional u5o and note the requost on the site plan document
❑ in the same letter, describe or show on the site pian, and oonditionai requirements or conditions imposed Upon the particular conditional use by
appacable district Mgutaticns (example: bufferyards, distance batwcon users) ont ofother
❑ to the same teener, neighborhood
o whether the proposed tMpr proposed 004tlanaf useor w771 t � se substantial harm to the veadd to the value, use enjoyment of othorp petty In the
Ym
proper In the neighborhood. Also, describe how the propos
neigh borhood-
O Application ofsIto plan approval (Section 47, see attachedFarm '61.
0 The sHe plan aubmisskxt shall meet the ro4u/romcnts of Section 47, Site Alan Roqutremenls 2
JUS -31-2001 10:06 FROM:CHRISTIAN BROTHERS 281-870-1200 TO:817 540 1583 P.003/005
11
Q A11 conditional use and conditional use appreoatioas are assumed to be complete when filed and wf11 be placed on the agenda for public hearing at
lha discretion of the staff. Based on the size of the agenda, your application maybe scheduled to a later date.
O Ad pubrc hearfngs wilt be opened and testimony given by applicants and Interested citizenry. public hearings may be continued to the neld public
haadng. !mac hearings will not be tabled.
C1 Any changes to a site plan (no matterhow minor or maM approved with a conditional us* or conditional use permit can only be approwed by city
couna through the pubrrc heating process.
nation for cortdltiofs�/ t(se of oondltlonal use permit and acknowledge that
O /haws read and understand ail the requirements as set forth by the apps /
an loquimments of this appfrcatlon have been mel at the lime of submiNal.
PART 4-- UTHORtZE CONDITIONAL • SIGNATURE TO A
REQ QST SIGN ON TFiE SUBJECT PROPERTY E REQUEST A7 PLACE A CONDITIONAL USE
The State OfJ:ra.r--
t:,osatfy Of...._��r:�'
Before Mo
J'_ ,� 'S • of -'` ' - on this day porsonally appoarcd Now 1" K U
(norY)
!mown to me (or r/w the oath of card or other document) to be the person whose name Is subscribed to the forvguing but vment and
ac�aw^fedged 0 *, t,.h X S d the same for fhe purposes and consldoration thomin expressed.
(Soar) Given ( d' moo thls._,._,.5 day of t K—t5 AQ.
O F
Notary n And For Stato Of Texas'
.,
EJCplft�`� ' 4
/)*- t.......... w\
Grapevine Mal,, J.J. �
B : Makens Investments Inc., Partner
7bB-'-:OT a�exa akens, Presi ent
Counfy Of Tarrant
Rob r ' s on this day personally appeared lame makens
Bette Me Terri
( �,) (Prope* d
known to ma (or proved to iris on the oath of card or other documantj tD be the pe w roma is 8ubscrtbed to the kmgoing k4 timent and
admowfedged to me that he executed the soma forthe purposes and oonslderudw therein expressed,
(Seat) Given undermy hand and seal of orrice this;1ZLr i NT A.O. 2Q0
TERRI ROBE -RTS
• MY COM.NaUON EttplRES
July 01, 2001 k Notary to And Fa State Of Tezas
CHRISTIAN ROTHERS AUTOMOTIVE CORPORATION
August 28, 2001
RECEI QED
City of Grapevine
Development Services
Planning Division pLANIV/NG
200 S. Main Street
Grapevine, TX 76051
Ref: Amended Letter to Request Conditional Use Permit for Christian Brothers
Automotive
To Whom It May Concern:
Christian Brothers Automotive Corporation (CBAC) seeks a conditional use
permit to build an automotive repair facility located at 2059 W State Hwy 114 in
Grapevine, TX. The business would include general automotive diagnostics, services and
repair. Christian Brothers Automotive facilities do not participate in any painting or
bodywork. CBAC does not sell tires, does not do welding, nor work on heavy load
vehicles, and prides itself on cleanliness and complying the sensitivity of the
environment. Christian Brothers Automotive is an automotive service franchise that has
stringent restrictions against dishonesty, and cleanliness. The communities that we have
locations in are very pleased to have an honest, clean, and competent place to go to
service their automobiles, that is not only convenient, but not an eyesore to their
community.
our facilities are very attractive and will enhance the area that it is located in. We
are only open Monday — Friday except for the first 3 months, because of our commitment
to the family. CBAC's landscape requirements are usually more rigorous than what most
cities require, this is because of our commitment to both aesthetics and the environment.
The other Dallas locations that you would be familiar with would be Frisco, McKinney,
and FlowerMound. We are also developing a site in North Richland Hills. CBAC would
be proud to be part of your community and we will become a tremendous asset to the
town of Grapevine.
Mark A. Carr
President/CBAC
r
AN ORDINANCE ISSUING A CONDITIONAL USE PERMIT IN
ACCORDANCE WITH SECTION 48 OF ORDINANCE
NO. 82-73, THE COMPREHENSIVE ZONING ORDINANCE
OF THE CITY OF GRAPEVINE, TEXAS, SAME BEING ALSO
KNOWN AS APPENDIX "D" OF THE CITY CODE, BY
GRANTING CONDITIONAL USE PERMIT CU01-46 TO
ALLOW AN AUTOMOTIVE REPAIR FACILITY IN A DISTRICT
ZONED "LI", LIGHT INDUSTRIAL DISTRICT REGULATIONS
ALL IN ACCORDANCE WITH A SITE PLAN APPROVED
PURSUANT TO SECTION 47 OF ORDINANCE NO. 82-73
AND ALL OTHER CONDITIONS, RESTRICTIONS AND
SAFEGUARDS IMPOSED HEREIN; CORRECTING THE
OFFICIAL ZONING MAP; PRESERVING ALL OTHER
PORTIONS OF THE ZONING ORDINANCE; PROVIDING A
CLAUSE RELATING TO SEVERABILITY; DETERMINING
THAT THE PUBLIC INTERESTS, MORALS AND GENERAL
WELFARE DEMAND THE ISSUANCE OF THIS
CONDITIONAL USE PERMIT; PROVIDING A PENALTY NOT
TO EXCEED THE SUM OF TWO THOUSAND DOLLARS
($2,000.00) AND A SEPARATE OFFENSE SHALL BE
DEEMED COMMITTED UPON EACH DAY DURING OR ON
WHICH A VIOLATION OCCURS; DECLARING AN
EMERGENCY AND PROVIDING AN EFFECTIVE DATE
WHEREAS, an application was made requesting issuance of a conditional use
permit by making applications for same with the Planning & Zoning Commission of the City
of Grapevine, Texas, as required by State statutes and the zoning ordinance of the City
of Grapevine, Texas, and all the legal requirements, conditions and prerequisites having
been complied with, the case having come before the City Council of the City of Grapevine,
Texas, after all legal notices requirements, conditions and prerequisites having been
complied with; and
WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing
called by the City Council did consider the following factors in making a determination as
to whether this requested conditional use permit should be granted or denied: safety of the
motoring public and the pedestrians using the facilities in the area immediately surrounding
the site; safety from fire hazards and measures for fire control; protection of adjacent
property from flood or water damages, noise producing elements, and glare of the
vehicular and stationary lights and effect of such lights on established character of the
neighborhood; location, lighting, and types of signs and relation of signs to traffic control
and adjacent property; street size and adequacy of width for traffic reasonably expected
to be generated by the proposed use around the site and in the immediate neighborhood;
adequacy of parking as determined by requirements of this ordinance for off-street parking
facilities; location of ingress and egress points for parking and off-street locating spaces,
and protection of public health by surfacing on all parking areas to control dust; effect on
the promotion of health and the general welfare; effect on light and air; the effect on the
overcrowding of the land; the effect on the concentration of population; the effect on the
transportation, water, sewerage, schools, parks and other facilities; and
WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing
called by the City Council of the City of Grapevine, Texas, did consider the following factors
in making a determination as to whether this requested conditional use permit should be
granted or denied; effect on the congestion of the streets, the fire hazards, panics and
other dangers possibly present in the securing of safety from same, the effect on the
promotion of health and the general welfare, effect on adequate light and air, the effect on
the overcrowding of the land, the effect on the concentration of population, the effect on
the transportation, water, sewerage, schools, parks and other public facilities; and
WHEREAS, all of the requirements of Section 48 of Ordinance No. 82-73 have been
satisfied by the submission of evidence at a public hearing; and
WHEREAS, the City Council further considered among other things the character
of the existing zoning district and its peculiar suitability for particular uses and with the view
to conserve the value of buildings and encourage the most appropriate use of land
throughout this City; and
WHEREAS, the City Council of the City of Grapevine, Texas, does find that there
is a public necessity for the granting of this conditional use permit, that the public demands
it, that the public interest clearly requires the amendment, that the zoning changes do not
unreasonably invade the rights of those who bought or improved property with reference
to the classification which existed at the time their original investment was made; and
WHEREAS, the City Council of the City of Grapevine, Texas, does find that the
conditional use permit lessens the congestion in the streets, helps secure safety from fire,
panic and other dangers, prevents the overcrowding of land, avoids undue concentration
of population, facilitates the adequate provisions of transportation, water, sewerage,
schools, parks and other public requirements; and
WHEREAS, the City Council of the City of Grapevine, Texas, has determined that
there is a necessity and need for this conditional use permit and has also found and
determined that there has been a change in the conditions of the property surrounding and
in close proximity to the property requested for a change since this property was originally
classified and, therefore, feels that the issuance of this conditional use permit for the
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.
ORD. NO. 2
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS:
Section 1. That the City does hereby issue a conditional use permit in
accordance with Section 48 of Ordinance No. 82-73, the Comprehensive Zoning Ordinance
of the City of Grapevine, Texas, same being also known as Appendix "D" of the City Code,
by granting Conditional Use Permit No. CU01-46 to allow an automotive repair facility
(Christian Brothers Automotive) in a district zoned "Ll", Light Industrial District Regulations
within the following described property: Lot 2R, Block A, Storguard No. 1 Addition (2059
West State Highway 114) 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
ORD. NO. 3
land described herein shall be declared to be invalid, the same shall not affect the validity
of the zoning of the balance of the tract or tracts of land described herein.
Section 7. Any person violating any of the provisions of this ordinance shall be
deemed guilty of a misdemeanor and upon conviction thereof shall be fined in a sum not
to exceed Two Thousand Dollars ($2,000.00) and a separate offense shall be deemed
committed upon each day during or on which a violation occurs or continues.
Section 8. The fact that the present ordinances and regulations of the City of
Grapevine, Texas, are inadequate to properly safeguard the health, safety, morals, peace
and general welfare of the inhabitants of the City of Grapevine, Texas, creates an
emergency for the immediate preservation of the public business, property, health, safety
and general welfare of the public which requires that this ordinance shall become effective
from and after the date of its final passage, and it is accordingly so ordained.
PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS on this the 18th day of September, 2001.
ATTEST:
APPROVED AS TO FORM:
ORD. NO. 4
%4.W/ITY OF rI EXAS
PLANS FOR TBE CONSTRUCTION OF
DEVELOPER
CHRISTIAN BROTHERS
AUTOMOTIVE CORPORATION
15995 NORTH BARKERS LANDING, SUITE 145
HOUSTON, TEXAS 77079
(281) 870-8900 EXTENSION 2
CONTACT- LEWIS TEN HAVE
OWNER
MAKENS INVESTMENTS, INC.
2300 AIRPORT FREEWAY, SUITE 230
BEDFORD, TEXAS 76022
(817) 571-4114
CONTACT- JAMES MAKENS
wol & f A WN,
Pm ECT
LOCA n0M
LOCATION MAP
WELCH ENGINEERING, INC.
CONSUL TING ENGINEERS
4109 CAGLE DRIVE a SUITE D e NORTH RICHLAND HILLS, TEXAS 76180
(817)284-1175 LOCAL • (817)589-2900 METRO s (817)589-0990 FAX
A kJ
;
INDEX OF SHEETS
SHEET
P tf
DESCRIPTION
1
COVER
A-1
SITE PLAN
A-2
ELEVATION PLAN
L-1
LANDSCAPE PLAN
IR -1
IRRIGATION PLAN
PH -1
PHOTOMETRIC STUDY
C-1
GRADING PLAN
C-2
UTILITY PLAN
C-3
DRAINAGE AREA MAP
.1 to,
� T�Af,,O1HY JOF/N N£LCHH
69847 \#-
�1 G/AIL
CASE NAME:
CHRISTIAN BROTHERS AUTOM071VE
CORPORATION
CASE NUMBER:
CUOI-46
LOCATION:
2059 WEST STATE HIGHWAY 114
LOT 2R, BLOCK A, STORGUARD N0.1
ADDITION
MAYOR
SECRETARY
DATE
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET, 1 OF 9
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT VATH ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT_ SERVICES...
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!KNUCKLE MOUNTING, RE: MEPnDWCS.
!i 3:1 SLOPE
MIN. BELOW
GRADE —_ ,
ETM
4ELEVATION - MONUMENT SIGN - SiDE
3/8' = 1'0'
,,EFER TO SITE PUN INCLUDED IN CML ENGINEERING DRAWINGS
SIDEWALK, DRIVEWAY, CURB. AND UNE AND GRADE SHALL BE SET BY CITY ENGINEER
ARCHITECTURAL
PRECAST CONCRETE CAP
Christian Brothers Automotive
Complete Automotive Repair
3:1SLOPE
L—
CENTERLINE OF LOGO AND TEXT
1/2' EXPASNSION JOINT -
BRICK COLOR N0. i SAWCUT WITH EPDXY FILLER
SIGN LOGO - PAINTED
COLOR NO. 9 DARK GREEN 4' X 8'
BRICK PAVERS OVER
STUCCO 4- CONC. SLAB,
LOWER THE STAB 1' FOR
SMOOTH TRANSITION
FROM TOP OF PAVERS
SIGN LETTERING - PAINTED TO ADJACENT SURFACE.
COLOR NO. 9
I 3:1 SLOPE
I
I
A--
__ _____-? FOOTING AND FOUNDATION WALL
- A:________ - ___ ______ _________ _______l i
3 ELEVATION - MONUMENT SIGN - FRONT NOTE! L scNUIIREMME DSo SHAT BE MEI.
3/8- = 1'0-
SIDEWALKS SHALL BE CONSTRUCTED WITH PORTLAND CEMENT CONCRETE, 5 SACKS OF CEMENT
PER CUBIC YARD, 4-1/2• THICK WITH A MINIMUM WIDTH OF 4'.
DRIVEWAYS SHALL BE CONSTRUCTED WITH PORTLAND CEMENT CONCRETE, 5 SACKS OF CEMENT
PER CUBIC YARD, 6' THICK FROM CURB TO PROPERTY UNE AND REINFORCED WITH A MINIMUM #3
DEFORMED STEEL REBAR AT 2'0' ON CENTER EACH WAY. PROVIDE 10" UPS OR EQUIVALENT
STEEL AREA
CURB AND GUTTER SHALL BE CONSTRUCTED WITH PORTLAND CEMENT CONCRETE (REFER TO
LOCAL JURISDICTION STANDARD DETAIL SECTIONS.)
PROVIDE 1' BOARD EXPANSION OR 1/2' NON-EXTRUOINC PREFORMED JOINT AT INTERNALS OF
3'0- (MAXIMUM) THROUGHOUT ENTIRE LENGTH OF SIDEWALKS AND WHERE NEW WALK ABUTS
EXISTING WALK AND/OR NEW DRIVEWAY.
PROVIDE 1' BOARD EXPANSION OR 1/2' NDN -EXTRUDING PREFORMED JOINT BETWEEN SIDEWALK
AND CURB AND WHERE WALKS ABUT FIRE HYDRANTS OR UTILITY POLES.
IN THE EVENT THAT MORE THAN ONE DRIVEWAY IS CONSTRUCTED ACCESSING THE PROPERTY FROM
THE SAME STREET APPROACH, MAINTAIN MINIMUM SEPARATION BETWEEN DRIVES AS REQUIRED BY
KCAL ZONING ORDINANCE TRAFFIC AND TRANSPORTATION REGULATIONS AND/OR BUILDING CODE
SURFACE BETWEEN DRIVEWAYS, FROM TOP OF CURB TO SIDEWALK AND FROM SIDEWALK TO PROPERTY
" BE EITHER CONCRETE OR DIRT, OR AS REQUIRED BY ORDINANCES AND CODES REFERENCED
OVE.
)RIVEWAY CURB AND PAVING NOTES
IR LANDING WIDTH.
PER FOOT MAX.
I II LOCATION OF CURB VARIES. REFER TO THE
SITE PLAN FOR LOCATION.
2 SITE PLAN
I "
1 BASE INFORMATION WAS TAKEN FROM PROPERTY DESCRIPTION PLANS ON THIS PAGE
BRICK COLOR NO. 1
THE PROPERTY• IS CURRENTLY ZONED 'L1' LIGHT INDUSTRIAL DISTRICT.
FINISHED GRADE
DISCRIP11ON
3:1 SLOPE
Lot 2R, Block A.
10
11 t I!
8' CMU FOUNDATION
II 11 11
n „
WALL. TYPICAL®
nL
H 11
{'S DOWELS AT 4'0' OC.
11
3 ROADWAY AND ACCESS CLEARANCE ARE SHOWN TO THE FACE OF CURB AND
II
#4 REBAR AT 12' DC.
END OF PARKING SPACES. ALL PARKING SPACES ARE 9' X 18'.
1 4 - 14 BARS CONTINUOUS
4ELEVATION - MONUMENT SIGN - SiDE
3/8' = 1'0'
,,EFER TO SITE PUN INCLUDED IN CML ENGINEERING DRAWINGS
SIDEWALK, DRIVEWAY, CURB. AND UNE AND GRADE SHALL BE SET BY CITY ENGINEER
ARCHITECTURAL
PRECAST CONCRETE CAP
Christian Brothers Automotive
Complete Automotive Repair
3:1SLOPE
L—
CENTERLINE OF LOGO AND TEXT
1/2' EXPASNSION JOINT -
BRICK COLOR N0. i SAWCUT WITH EPDXY FILLER
SIGN LOGO - PAINTED
COLOR NO. 9 DARK GREEN 4' X 8'
BRICK PAVERS OVER
STUCCO 4- CONC. SLAB,
LOWER THE STAB 1' FOR
SMOOTH TRANSITION
FROM TOP OF PAVERS
SIGN LETTERING - PAINTED TO ADJACENT SURFACE.
COLOR NO. 9
I 3:1 SLOPE
I
I
A--
__ _____-? FOOTING AND FOUNDATION WALL
- A:________ - ___ ______ _________ _______l i
3 ELEVATION - MONUMENT SIGN - FRONT NOTE! L scNUIIREMME DSo SHAT BE MEI.
3/8- = 1'0-
SIDEWALKS SHALL BE CONSTRUCTED WITH PORTLAND CEMENT CONCRETE, 5 SACKS OF CEMENT
PER CUBIC YARD, 4-1/2• THICK WITH A MINIMUM WIDTH OF 4'.
DRIVEWAYS SHALL BE CONSTRUCTED WITH PORTLAND CEMENT CONCRETE, 5 SACKS OF CEMENT
PER CUBIC YARD, 6' THICK FROM CURB TO PROPERTY UNE AND REINFORCED WITH A MINIMUM #3
DEFORMED STEEL REBAR AT 2'0' ON CENTER EACH WAY. PROVIDE 10" UPS OR EQUIVALENT
STEEL AREA
CURB AND GUTTER SHALL BE CONSTRUCTED WITH PORTLAND CEMENT CONCRETE (REFER TO
LOCAL JURISDICTION STANDARD DETAIL SECTIONS.)
PROVIDE 1' BOARD EXPANSION OR 1/2' NON-EXTRUOINC PREFORMED JOINT AT INTERNALS OF
3'0- (MAXIMUM) THROUGHOUT ENTIRE LENGTH OF SIDEWALKS AND WHERE NEW WALK ABUTS
EXISTING WALK AND/OR NEW DRIVEWAY.
PROVIDE 1' BOARD EXPANSION OR 1/2' NDN -EXTRUDING PREFORMED JOINT BETWEEN SIDEWALK
AND CURB AND WHERE WALKS ABUT FIRE HYDRANTS OR UTILITY POLES.
IN THE EVENT THAT MORE THAN ONE DRIVEWAY IS CONSTRUCTED ACCESSING THE PROPERTY FROM
THE SAME STREET APPROACH, MAINTAIN MINIMUM SEPARATION BETWEEN DRIVES AS REQUIRED BY
KCAL ZONING ORDINANCE TRAFFIC AND TRANSPORTATION REGULATIONS AND/OR BUILDING CODE
SURFACE BETWEEN DRIVEWAYS, FROM TOP OF CURB TO SIDEWALK AND FROM SIDEWALK TO PROPERTY
" BE EITHER CONCRETE OR DIRT, OR AS REQUIRED BY ORDINANCES AND CODES REFERENCED
OVE.
)RIVEWAY CURB AND PAVING NOTES
IR LANDING WIDTH.
PER FOOT MAX.
I II LOCATION OF CURB VARIES. REFER TO THE
SITE PLAN FOR LOCATION.
2 SITE PLAN
I "
1 BASE INFORMATION WAS TAKEN FROM PROPERTY DESCRIPTION PLANS ON THIS PAGE
9
THE PROPERTY• IS CURRENTLY ZONED 'L1' LIGHT INDUSTRIAL DISTRICT.
MINOR FIELD ADJUSTMENTS MAY BE NECESSARY TO AUGN WITH EXISTING FEATURES.
DISCRIP11ON
LOT 2R, BLOCK A
Lot 2R, Block A.
10
THE CURRENT LAND USE DESIGNATION AS CONTAINED IN THE COMPREHENSIVE MASTER PLAN IS INDUSTRIAL
2 SMOOTH TRANSITION IS REQUIRED BETWEEN ALL EXISTING AND NEW PAVEMENTS.
MAYOR SECRETARY
TARRANT COUNTY, TEXAS
BUILDING USE
11
ALL REOUIREMENIS OF SECTION 3/, LIGHT INDUSTRIAL DISTRICT SHALL BE MET.
3 ROADWAY AND ACCESS CLEARANCE ARE SHOWN TO THE FACE OF CURB AND
ADDRESS
2059 WEST STATE HIGHWAY 114
END OF PARKING SPACES. ALL PARKING SPACES ARE 9' X 18'.
12
ALL REQUIREMENTS OF SECTION 53, LANDSCAPING REGULATIONS SHALL BE MET.
4 THE CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL UTILITIES. TAKE CARE
13
ALL REQUIREMENTS OF SECTION 56, OFF-STREET PARKING REQUIREMENTS SHALL BE MET.
TO PROTECT UTILITIES THAT ARE TO REMAIN. REPAIR ANY DAMAGE ACCORDING TO
REO. MAXIMUM 50% (30,806 S0. FT.)
LOCAL STANDARDS AND AT THE CONTRACTORS EXPENSE COORDINATE ALL CONSTRUCTION
14
ALL REQUIREMENTS OF SECTION 60, SIGN STANDARDS SHALL BE MET.
WITH THE APPROPRIATE UTILITY COMPANY.
PRONDEO 23'8"
TOTAL OPEN SPACE
PROVIDED 58% (35,617 SO. FT.)
15
DURING THE CONSTRUCTION PHASE OF THE PROJECT, ALL THE REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE
5 THE LIGHTING ON THE SITE SHALL COMPLY WITH THE LOCAL ZONING ORDINANCE AS REQ;
REO. MAXIMUM 85%(52,371 SO.FT.)
SHALL BE MET.
6 THE DUMPSTER IS TO BE ENCLOSED ON 3 SIDES WITH A 8' MASONRY WAITS TO
16
All DUMSTERS SHALL BE SCREENED IN ACCORDANCE WITH SECTION 50.8.3. SECTION 50.B.3 REQUIRES ALL SOUD REFUSE DUMPSTERS TO
MATCH THE BUILDING.
35,617 + 25,996 1 61,613 50. FT.
BE VISUALLY SCREENED BY SOLID WOOD FENCE OR WALL ONE FOOT ABOVE THE REFUSE DUMPSTER NOT TO EXCEED 8 FEET IN HEIGHT
7 ALL OFF SITE EASEMENTS MUST BE FILED PRIOR TO RELEASE FOR CONSTRUCTION.
ON ALL SIDES ( EXCEPT THE SIDE USED FOR THE GARBAGE PICKUP ), SUCH SIDES SHALL NOT BE REQUIRED TO BE SCREENED UNLESS
THE SERNCE SIDE OF THE STORAGE AREA IS VISIBLE FROM A RESIDENTIALLY ZONED DISTRICT,
8 IRRIGATION SYSTEM SHALL BE PROVIDED AND INCLUDED IN THE BASE BID. THE REQUIRED
17
ALL PARKING FOR THE DISABLED PERSONS SIAL BE DESIGNATED ACCORDING TO CHAPTER 23, SECTION 23.6 THROUGH 24.69 OF THE
AUTOMATIC UNDERGROUND SPRINKLER SYSTEM SHALL HAVE SEPARATE ZONES FOR LAWN AND
PLANT BEDDING AREAS. LAYOUT PER THE MANUFACTURES RECOMMENDATIONS WITH
GRAPEVINE CODE OF ORDINANCES SEAJ_ BE MET. THIS DESIGNATION 15 THE BLUE HANDICAPPED SIGN REQUIREMENT.
OWNERS APPROVAL REQUIRED.
18
,.
A TYPICAL PARKING SPACE DIMENSION IS 9 X 18 FEET.
GENERAL NOTES
19
THE MINIMUM DRIVING LANE WIDTHS IN ALL PRIVATE PARKING LOTS FOR 90 -DEGREE PARKING IS A MINIMUM OF 25 FEET.
20
ALL PUBUC UTIUTIES SHALL BE PLACED UNDERGROUND.
_ S 89. 35'55" W 379.29' - _ PROPERTY UNE
- - EXISTING 10'0_UTILDY EASEMENT - - - - - - - - - - �
.H - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - C
nl - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — \ \
15'0' SIDE BUILDING SETBACK -- � ,� \
42'5' 18'6' 81'0' 9'0' 108'0`HDCP PARK
o SIGNS PER ING
m��\ \ o• \
10 AS REQUIRED. c\ \ \
N
� ( m
— I R -28'o'
FIT19 18 i 16 16 14 13 12 11 10 9 8 7
ctOv I \ R -5'p'
N HAMERHEAD TURNAROUND FOR \�
FIRETRUCKS
0 60'0' x 20'0' WITH 28'0' RADIUS
(
M R-ze'D". 31 32 33 34 35 36 37 38 39 40
I
COMPRESSOR
o, ENCLOSURE o
- - - - - - - - - - - - - - - - - - - - - - - - -
DUMPSTER 15'0' SIDE BUILDING SETBACK
EXTERIOR WALLS ARE TO I
BE MASONRY TO MATCH
BUILDING EXTERIOR. 8' HT. MAX.
40'11' 20'3'
I
_
\ ; 1SITE PLAN
= 2Cr0*
M
M
6
R-5'0"
ALL PARKING SPACES ARE
9'0' z 18'6" TYPICAL
INDICATES WALL UGHiS R-1
R-3'0'
CHRISTIAN BROTHERS AUTOMOTIVE
OFFICES WTIN 9 BAY MECHANICS AREA
TOTAL GROSS AREA 4,921 SO. FT.
P2"` a nr '- an
""rpa—of la airil-ted z+,011 Aoanble Fostx^t� Survey. Abs,-_
N.W— >'e, C"y of C,p'alirri c, Tarrant County. Texas: and b-ag all of Loc 2R,
,lock A of ill"'gu.",rd Nunel.rnl Addlrlon, edd-ion to -, city of GS'apr•V
_'n ", r'nozne( A, c113c Jale, !'lac Record T—n C—+ty, 'Peraa, ..aro
Lt( .H 11-19 n o- part is ulaxly ne,,._z ire. as .O11—
BEr;1 TUNING 1/2 —ch 11- rod sound at Lhe nO1'Yheast. 01 aid L,.( 2R.
—n -
"n
T- I. NI:,cY,
1 V Cl.�v Ad- cis r On to th- Ci y or U -1— i recold d in Cabs"
A....1 de 37 P1-1i1R J r
T 1— Coun(y, T raa + also be.ng in
U e.t 11 Stat Yl I y 114 IVariab'e width
T LNCE S—h 33 drgie s 11 m. s l.'. sccond:: E,.t, along the east lane of a"d
Lit 2R, Hlxlc A ^ orguard Nnev> I fddi-11 a v' the w t line of said State
Highway 114, a Ovntanee c' 122. U¢ fret Lo .. I/2 rosy, 1— red wish cap —,f,,id
"'CCU"" SURVEYING set at ""Is utlleast c—ey of said Lot 2R, Block A
Storg—d Number 1 Additia-1 and e11a northeast ctrn.r of Loc 3, Block A of said
6corguard NumLer i Arie-,c, n-.:
ET]CE SouC11 8,1 degree9 35 r.,inut E:.' 55 6 Onds ke9L, departing the _,tIloe O£
Stare High..ay Ila and along the co— line begs,... said Lot 2R and Lot 3
Plock A _t0_G-rd Nunber 1 Addition, a distance of 473.06 feet CO a 1/< Inch
iroc rod with cap maz'ked NCC'JLLkH ....VcyiNG yet at rhe aouthwesc corner of said
LuL 2R, Block A S or 3.. rd Number 1 %ddition: n ri
zd poa also being in the az-
I—. of t...t 3, .luck A 'f ..aid Suci'g e_'c numEcrl Addiii w;
THENCE North DD degree. 13 mi.utes 21 ...Coad. 41aar, along the Common line
,,—_. 'Al^ 1 2R sad SIA_ 1, H10CY, h Storq—d Number 1 Additi Wi, a lista..^
If 144.58 feet to a 1/2 nth 1-11 rod round ac the northwest .—It of Bald 2R,
EIocY. A S- guard Numbers1 Additicooand the moa. northerly n ne3aC cerneY of
said Lot 1, Bluer, A Scorguard Number 1 Addition; said point also being in the
south ]ins of said Lot ±, Elock i Van Cieve .-it...;
THEENC-r. North E9 degrees 35 rinuces 55 eeeords East, along the commas line
t%Otween said Swat 1, Block A Storgunrd -umber 1 Addition .and said Lot 1, Ft O,r. 1
Van Cleve Addition, a distance of 379.29 feet to the POINT OF BEGINNING and
Conc2iniac i.41 acres of land, mare or less.
NOTE. The Cvrpany i. Prohibi-sd f_vm in ori the > p4 37
land described herein. Any S'. ement inJtheSlab>Ve $gyp( ee
area e: ¢ancity o£ land is cot a representation -at such a- i q,..w Ilty
is correct, but is made only for irfor,ational and/or ioencificaoion parposes
and does — 01-r_de Iter.. 2 of Schedule B hp f tt q
LEGAL DESCRIPTION
PLANNING
•• ✓. ".fes /
- •25.0•
RADIUS G
\ F �
\ R-25'0" 10
k, \ \ \R-25'0• \ DRIVEWAY ENTRANCE
30'0" WIDE \ \ �\ \ MIN. REQ. RADIUS IS 20'0•
DRIVE, TYPICAL\ \ \
R-19'0' R-10'6'
moo• \ \ \ \
R-55'0• \ \
a I \ R -2D'0•
<eAC CONDENSER
N 89' 35'55' E 473.06' 154.8.
t -MONUMENT SIGN
n I PROPOSED
4'0' SIDEWALK AS
REQUIRED CONNECTING
TO SIDEWALK AT
SH 114.
_ SIDEWALK
129'8'
SUMMARY TABLE
PROJECT NAME
CHRISTIAN BROTHERS AUTOMOTIVE
DISCRIP11ON
LOT 2R, BLOCK A
Lot 2R, Block A.
STORGUARD NO 1 ADDITION
Stor9-d No. 1 Addition
CDY OF GRAPEVINE
MAYOR SECRETARY
TARRANT COUNTY, TEXAS
BUILDING USE
AUTOMOTIVE LUBRICATION SERVICE FACILITY
ZONING DRISTRICT
"Lt• LIGHT INDUSTRIAL DISTRICT
ADDRESS
2059 WEST STATE HIGHWAY 114
DATA INFORMATION
SITE AREA
REQ. MIN. 20,000 S0. FF.
PROVIDED 61,613 SOFT.
BUILDING AREA
REO. MAXIMUM 50% (30,806 S0. FT.)
8% (4,921 SQ. FT.)
BUILDING HEIGHT
REO. MAXIMUM 50 FEET
PRONDEO 23'8"
TOTAL OPEN SPACE
PROVIDED 58% (35,617 SO. FT.)
INCLUDES 695 SQ: FT. FOR SIDEWALKS.
IMPERVIOUS SURF.
REO. MAXIMUM 85%(52,371 SO.FT.)
PROVIDED 42% (25,996 SO.FT.)
OMITS THE 695 SO. FF. FOR SIDEWALKS.
35,617 + 25,996 1 61,613 50. FT.
PARKING
REO. 40 SPACES
PROVIDED 40 SPACES
SiTE DATA AND CALCULATIONS
CHRISTIAN BROTHERS
AUTOMOTIVE
IRA E WOODS AVENUE
LOCATION MAP
CUO/-46 IS A REQUEST FOR A
CONDITIONAL USE PERMIT ESTABLISHING AN
AUTOMOTIVE LUBRICATION SERVICE FACILITY,
LOCATED AT 2059 WEST STATE HIGHWAY 114.
CASE NUMBER: CUDI-46
CASE NAME: Christian Brothers Automotive
PERMIT ENSUEDES01
6 / 0H
CASE ADDRESS: 2059 West State Highway 114
0l ?oEi
:•-/� i , ,1..,,,
Lot 2R, Block A.
Stor9-d No. 1 Addition
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE
SITE PLAN, MON. SIGN j
-
SHEET: 2 OF: q
PUNT CGLOR N0. 10
3/16' - 1'0'
VINYL SIDING 00 41
TYPICAL. NOTES FOR ALL ELEVATIONS:
EXTERIOR WOOD TRW
1. BOTTOM 4'0'+/- ALL AROUND THE BUILDING
COMPOSITION SHINGLE
TO BE BRICK COLOR NO. 1. APPLY SILICONE BRICK SEKANT,
2. 2'0' BAND, JAMB, HEADS OF DOORS AND
ROOF WITH RIDGE VENTS
WINDOWS, AND ACCENTS IN GABLES AT
P—' y
12
BOTH
SLOES
t6
1173
SAND FINISH STUCCO
C+1
SOUTH BUILDING ELEVATION
3/16' - 1'0'
'11111111
TYPICAL. NOTES FOR ALL ELEVATIONS:
CASE ADDRESS: 2059 West Stole Highway 114
1. BOTTOM 4'0'+/- ALL AROUND THE BUILDING
.MET. NOTE THAT WALL SIGNS SHALL NOT EXCEED
TO BE BRICK COLOR NO. 1. APPLY SILICONE BRICK SEKANT,
2. 2'0' BAND, JAMB, HEADS OF DOORS AND
25% OF EACH WALLS AREA
WINDOWS, AND ACCENTS IN GABLES AT
P—' y
ENTRY AND SIDE ELEVATIONS TO BE STUCCO
' 1
(SAD FINISH) COLOR N0, 2
1005 EXTERIOR FIRE- RESISTANT CONSTRUCTION
3. ALL ROOFS TO BE ASPHALT COMPOSITION
4-j
SHINGLES WITH CONTINUOUS RIDGE VENTS
VINYL SIDING AT ALL SOFFITS,
AS INDICATED ON DRAWINGS.
EAVES. FALVS. RAKES, ETC. IYP:
4. ALL WOOD TRIM AT SOFFITS. EAVES, FACIAS,
RAKES, ETC. TO BE VINYL SIDING OVER
UNE OF OFFICE WING BEYOND
EXPOSED WOOD.
... .. • j
5. ALL EXTERIOR LIGHTS ARE TO BE ON
.. AND STUCCO.„A
PHOTO CELL TYPICAL OF All ELEVATIONS
COMPOSITION SHINGLES - TYP. -
GARAGE CEIUNG
..
AF.F.
Noun.. ■■■■■
......
ARCHITECTURAL LIGHTING FIXTURE
OFFICE WING CEILING
TYPM - RE ELECTRICAL
0
o�
.Y
12 COURSES OF
---BRICK
9'0' AF.F.
——�'�--
RS4�ID DSOUCORSES
.
TUCCO
=syr-.�•e�r�rr--
•� 24' EFIS 1 1/2' THICK
12' X 12' - MARBLE
SAND FINISH STUCCO
MEDVLLION INSET
INTO 1 1/2' USED
12 COURSES OF
EFTS Bw1 TYPICAL
- BRICK TYPE 1
FINISH FLOOR
w d
CONTINUOUS RIM YOM TYPICAL
ARCHITECTURAL LIGHTING FIXTURE
TYPICAL - RE ELECTRICAL
Christian Brothers Autofnotive
IN
PAINT GRIP GALV. GUTTER -
PAINT COLOR NO. 10
ml
rX
ARCH. EYIS
KEYSTONE - COLOR NO. I
STUCCO COLOR NO. 1 - TYP.
5' X 4' ALUM. DOWNSPOUT -
PAINTED PAINT COLOR NO. it
0 4 I o
BRICK COLOR NO. 1 - TYP.
—STONE TYPE NO. 1 - TYP. METAL OVERHEAD DOOR
PUNTED
CONTINUOUS RIDGE VENTS TYPICAL
ARCHITECTURAL LIGHTING FIXTURE
TYPICAL - RE EIECTRM
3V WALL MOUNTED EXHAUST FAN
(5CP16 DAYTON OR APPROVED EQUAL)
MANUAL SWITCH OPERATION OF SNORER
PAINTED PAINT COLOR NO, 9
CAULK WATER TIGHT PERIMETER OF ALL
EN
5' X 4' ALUM. DOWNSPOUT -
PAINTIII PAINT COLOR NO. 11
Location
12
6F—
'ANTE SIDING AT ALL SOFFITS,
EAVES. FACTS. RAKES, ETC. TYP,
2
12
1 6 SLOPED COMPOSITION SHINGLE 6 I
F--
ROOF SUPPORTED BY WD FRAME
_ --- _-_--------------- _---- � WITH EXTERIOR TO
_ MATCH ADJACENT MASONRY WALL
_ f SAND FINISH STUCCO
!O�O!
WEST SIDE BUILDING ELEVATION
' __/— SAND FINISH STUCCO
COMPOSITION SHINGLES -
12
16
CASE NUMBER: CUOI-46
gj06701 --IT—
IT—CASE
'11111111
ALL SIGN REGULATIONS OF SECTION 60 SHALL BE
CASE ADDRESS: 2059 West Stole Highway 114
m ir"(
!4
.MET. NOTE THAT WALL SIGNS SHALL NOT EXCEED
r;
25% OF EACH WALLS AREA
MAYOR SECRETARY
P—' y
DATE
' 1
y H
1005 EXTERIOR FIRE- RESISTANT CONSTRUCTION
j
4-j
BUILDING ELEVATKINS
BANDING AS SHOWN.
APPROVAL NOT AUTHORIZE ANY
SAND FINISH STUCCO
a,
1 •
u
... .. • j
...
.. AND STUCCO.„A
NN■NN.N ■■■■■
7 ■■■■■
......
..
Noun.. ■■■■■
......
=THICK
o O
NONE
0
o�
.Y
12 COURSES OF
---BRICK
a •'—
——�'�--
-----
TYPE 1
i
=syr-.�•e�r�rr--
�-- ��_
_—��' FLOORFINISH
u
w d
0
MTL ROOF EDGE - PAINTED
" PAINT COLOR NO. 10
CASE NUMBER: CUOI-46
gj06701 --IT—
IT—CASE
'11111111
ALL SIGN REGULATIONS OF SECTION 60 SHALL BE
CASE ADDRESS: 2059 West Stole Highway 114
m ir"(
!4
.MET. NOTE THAT WALL SIGNS SHALL NOT EXCEED
r;
25% OF EACH WALLS AREA
MAYOR SECRETARY
P—' y
DATE
y H
1005 EXTERIOR FIRE- RESISTANT CONSTRUCTION
j
4-j
BUILDING ELEVATKINS
BANDING AS SHOWN.
APPROVAL NOT AUTHORIZE ANY
SAND FINISH STUCCO
a,
• VV
u
�
o
LOCATED AT 2059 WEST STATE HIGHWAY 114.
A�
o O
O
0
o�
.Y
--
-
o" a
N
0
u
w d
0
MTL ROOF EDGE - PAINTED
" PAINT COLOR NO. 10
C
VINYL SIDING OVER ALL
EXTERIOR WOOD TRIM
\,AECt
O�
Qom+
COMPOSITION SHINGLE
w Q iG
ROOF WITH RIDGE VENTS
a
,ted,/o3),_
UNE OF ROOF BEYOND
2,A?
r�
_
n GARAGE CUUNG
P'1
_
140 A.F.F.
N1NC CEILING
® 4••1
��
-____
y _ _ ' -- ' __ _
9'0• AFF.
REST OF COURSES
r
u SAND STUCCO
2' THICK
ifSTUCCO
a
0
O
O SAND FINISH
H, FR4TH
B COURSESIOFICK TYPE
hO `�
-
(
-•I
FINISH flAOR�
j , .5+7
® _
— 13 A-4.1
ri
OPP. HND.
SIM.
ted
d a
b
Qc�a�
H
CASE NUMBER: CUOI-46
gj06701 --IT—
IT—CASE
CASENAME Ch19s6on Brothers Autamotin.
ALL SIGN REGULATIONS OF SECTION 60 SHALL BE
CASE ADDRESS: 2059 West Stole Highway 114
m ir"(
!4
.MET. NOTE THAT WALL SIGNS SHALL NOT EXCEED
r;
25% OF EACH WALLS AREA
MAYOR SECRETARY
P—' y
DATE
y H
1005 EXTERIOR FIRE- RESISTANT CONSTRUCTION
CONSISTING OF BRICK, STUCCO OVER CMU AND EFTS
BUILDING ELEVATKINS
BANDING AS SHOWN.
APPROVAL NOT AUTHORIZE ANY
CUO1-46 IS A REQUEST FOR A
a,
CONDITIONAL USE PERMIT ESTABUSHING AN
u
AUTOMOTIVE LUBRICATION SERVICE FACILITY,
fOV
LOCATED AT 2059 WEST STATE HIGHWAY 114.
CASE NUMBER: CUOI-46
gj06701 --IT—
IT—CASE
CASENAME Ch19s6on Brothers Autamotin.
8/28/01
CASE ADDRESS: 2059 West Stole Highway 114
Lot 2R, Block A
Storguord No, 1 Addition
MAYOR SECRETARY
DATE
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
BUILDING ELEVATKINS
SHEET: 3 OF: 9
APPROVAL NOT AUTHORIZE ANY
WORK IN CONFONF ULT WfiH ANY CODE
OR ORDINANCES.
—�
',XCAVATION OR PRLPAKAIIUN Of PLANTING AREAS. CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR FAILURE TO OBTAIN OWNERS REVIEW OF THE LAYOUT INCLUDING
MODIFICATIONS.
GENERAL CONTRACTOR AND SUB CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND STRUCTURES WHETHER OR NOT SHOWN ON THE PIANS
AND SHALL'BE RESPONSIBLE IF DAMAGE OCCURS.
:RRtGADON SYSTEM SHALL BE INCLUDED IN GENERAL CONTRACTORS BID. ALL LANDSCAPE MEAS WILL BE IRRIGATED BY AN AUTOMATIC UNDERGROUND POP-UP TYPE
SPRINKLER SYSTEM, WITH SEPARATE ZONES FOR LAWN AND PLANTING BED MEAS, INCLUDING RIGHT-OF-WAY AREA, UNLESS NOTED OTHERWISE LAYOUT PER MANUF.
r,LCOMMENDATIONS WITH OWNERS APPROVAL REQUIRED. ADJUSTMENTS TO THE SYSTEM WILL LIMIT OVER SPRAY ONTO ADJACENT ROADWAYS AND CONSERVE WATER TO
THE GREATEST EXTENT POSSIBLE.
wEPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO CONFIRM ALL MATERIA. QUANTITIES. IN THE EVENT OF A DISCREPANCY, THE QUANTITIES SHOWN ON THE
AREPRECEDENCE OVER THE PLANT MATERIAL SCHEDULE.
ONS AS TO TYPE , SIZE. OR SPACING OF THE PLANT MATERIALS SPECIFIED ON THIS PIAN MAY BE MADE WITHOUT THE APPROVAL OF THE OWNERS
REPRESENTATIVE.
'.HE CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES THAT ME TO REMAIN. REPAIR ANY DAMAGE ACCORDING TO LOCAL STANDARDS AND AT
THE CONTRACTORS EXPENSE. COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANY.
ALL PLANTING BEDS TO RECEIVE HARDWOOD MULCH UNLESS OTHERWISE SPECIFIED. MULCH TO THE DEPTH INDICATED ON THE PLANTING DETAILS.
NEW TREE PLANTINGS TO BE STAKED PER PLANTING DETAILS.
DIMENSIONS USTED FOR HEIGHTS, SPREAD AND TRUNK SPECIFICATIONS ON THE PLANT MATERIAE SCHEDULE ME A GENERAL GUIDE FOR THE MINIMUM REQUIRED SIZE OF
'ACH PIAN.
PRE -EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANT BEDS IMMEDIATELY PRIOR TO PLACEMENT OF MULCH FOR WEED CONTROL
ALL DISTURBED MEAS OF THE SITE ME TO BE SODDED IN ACCORDANCE WITH THE SPECIFICATIONS.
ALL PROPOSED LANDSCAPING IS TO BE INSTALLED AS PER LOCAL CITY ORDINANCES AND CODES.
ADDITIONAL PLANT MATERIAL WILL BE INSTALLED THE SITE BY THE OWNER IN ACCORDANCE WITH THE CITY OF GRAPEVINE LANDSCAPE STANDARDS. MATERIA. SPECIFIED
ON THIS PLAN IS TO MEET MINIMUM LANDSCAPE ORDINANCE REQUIREMENTS. OWNER MY ELECT TO PROVIDE ADDITIONAL PLANT MATERIAL ABOVE AND BEYOND THE
MATERIAL SHOWN ON THESE PIANS
ALL PLANT MATERIA. SHALL BE MAINTAINED BY THE OWNER IN A HEALTHY AND GROWING CONDITION. PLANT MATERIALS WHICH DIE SHALL BE REPLACED BY THE
.ONTRACTOR WITHIN A ONE YEAR MONTH PERIOD WTM PLANT MATERIALS OF SIMILAR VARIETY AND SIZE
liE PROPERTY OWNER IS RESPONSIBLE FOR REGULAR WEEDING, MOWING OF GRASS, IRRIGATION, FERTILIZING, PRUNING, AND OTHER MAINTENANCE OF ALL PLANTINGS AS
I DED. LANDSCAPE MEAS SHALL BE KEPT FREE OF TRASH, UTTER, WEEDS AND OTHER MATERIALS OF PLANTS NOT A PMT OF THE ORIGINAL LANDSCAPING.
L LANDSCAPE MEAS SHALL BE PROTECTED FROM VEHICULAR TRAFFIC THROUGH THE USE OF CONCRETE CURBS, WHEEL STOPS OR OTHER PERMANENT BARRIERS.
,.:J. LANDSCAPE MEAS SHALL BE CONSTRUCTED, INSTALLED AND MAINTAINED SO AS NOT TO OBSTRUCT VIEW OF THE MOTORIST BETWEEN THE STREET AND ACCESS
u NES. VISIBILITY TRIANGLES SWdl REMAIN UNOBSTRUCTED AT ALL TIMES.
<11 PERMEABLE SURFACES NOT OCCUPIED BY TREES, SHRUBS, PLANTING BEDS, SIGNS AND OTHER PERMITTED ITEMS OR FIXTURES SHALL BE SODDED GRASS AS
.PECLFIED UNLESS NOTED OTHERWISE
L TREES ME TO BE LOCATED, WHENEVER POSSIBLE, OUTSIDE FIRE HYDRANT, SANITARY SEWER AND UTILITY EASEMENTS.
^.-RESIDENTIAL ADJACENT -REFERENCE ENGINEERING PLANS FOR ZONING CLASSIFICATION OF LOT AND ADJACENT PROPERTIES.
ERAL LANDSCAPING NOTES
--------'-------
FF— — — — — — — — — — — — —
REFER TO NOTE /4 ABOVE
TYPICAL AT ALL MEAS
M1I
MI I
0
N I
I
I
TYPICAL AT ALL
REFER LTO NOTE
uvea
aux t3oslr sU
BUILDING MEA
4,921 sf
BUILDING HEIGHT AT RIDGE
23'8'
TOTAL AREA OF PARKING, DRIVES, ETC.
19,775 sf
TOTAL AREA OF IMPERVIOUS SURFACE
24,696 sf
VEHICULAR AREA
6' MIN. SPREAD. 7' MIN. HEIGHT W/ FULL ROUNDED HEAD.
TREE REQUIRED (1 per islood)
7
TREES PROVIDED
7
SHRUBS REQUIRED (ROW screen)
4' MIN. BRANCHING HEIGHT. NURSERY GROWN.
SHRUBS PROVIDED
8
NON VEHICULAR SPACE
TREES REQUIRED (1 per 50 If) 13
TREES PROVIDED 18
SHRUBS REQUIRED (side property screen)
SHRUBS PROVIDED 78
LANDSCAPING DATA AND CALCULATIONS
SYMBOL
COMMON/BOTANICAL NAME
SIZE
SPACING
QUANT.
REMARKS
A
LIVE OAK
3' CALIPER
AS SHOWN
3
6' MIN. SPREAD. 7' MIN. HEIGHT W/ FULL ROUNDED HEAD.
QUERCUS ARGINLANA
o
°oo
4' MIN. BRANCHING HEIGHT. NURSERY GROWN.
B
TEXAS RED OAK
3' CALIPER
AS SHOWN
3
6' MIN. SPREAD. 7' MIN. HEIGHT W/ FULL ROUNDED HEAD.
QUERCUS TEXANA
FI
4' MIN. BRANCHING HEIGHT. NURSERY GROWN.
C
CEDAR ELM
3' CALIPER
AS SHOWN
2
5' MIN. SPREAD, 7' MIN. HEIGHT, FEILD GROWN.
ULMUS CRASSIFOLM
�
D
CALLERY PEM (BRADFORD)
3' CALIPER
AS SHOWN
17
6' MIN. SPREAD. 8' MIN. HEIGHT W/ FULL ROUNDED HEAD.
PYRUS CAL.LERYANA
4' MIN. BRANCHING HEIGHT. NURSERY GROWN.
E
REDBUD
3' CAUPER
AS SHOWN
13
6' MIN. SPREAD. 8' MIN. HEIGHT W/ FULL ROUNDED HEAD.
CERCIS CANADENSIS 'OKLAHOMA'
H
4' MIN. BRANCHING HEIGHT. NURSERY GROWN.
F
YAUPON HOLLY
5 GALLON
36' O.C.
180
MINIMUM 24' HEIGHT, FULL PLANTS.
ILEX VOMITORIA
G
TEXAS LANTANA
5 GALLON
30' O.C.
25
MINIMUM 24' HEIGHT, FULL PLANTS.
LANTANA HORRIDA
H
DWARF BURFORD HOLLY
5 GALLON
36' O.C.
0
MINIMUM 24" HEIGHT, FULL PLANTS,
ILEX CORNUTA
J
ASIAN JASMINE
5 GALLON
18' O.C.
40
MINIMUM 9* RUNNERS PER PLANT AT 9' LONG EACH RUNNER.
TRACHAELOSPERMUM ASIATICUM
K
BERMUDA GRASS
SOD ONLY
18" O.C.
AS REQ.
SOD COMMON BERMUDA
CYNDON DACTYLON
PLANTING MATERIALS SCHEDLV
S 89'35'55" W 379.29' PROPERTY LINE
_ — —
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
M - AS REQUIRED AT 36' OC
REFER TO NOTE #4 ABOVE
TYPICAL AT ALL MEAS
— — — -
I '
I i �
_
J F 1
I
D FA -1
— — — REFER TO NOTE 04 ABOVE
TYPICAL AT ALL MEAS 8
2
0Mil(pEnLl� w
II
hd�lCili
�d
" 1\1
I
2' MIN.
TREE PLANTING
4' SHREDDED
HARDWOOD MULCH.
VARIES
3' SOIL SPACER SEE PLANT SCHED.
G BACKFILL }'�j'_�}�.t�=/j�')���lpp�
' n w�R1/—' �O /�t�k
-+-- EXISTING SUBRADE
40 o \ \ \ \ \
o �YJJ` •• � \ � \
' REFER TO AT NOTE ABOVE
ALL REAS \\
--------------- ------ Oji II II IL II tl�
REFER TO NOTE /4 ABOVE ❑s���' L
TYPICAL AT ALL MEAS REFER TO NOTE #4 ABOVE ^�
2 TYPICAL AT ALL AREAS �351'55*
E E N 89'473.06' F
1 5 AR
E
3
1 LANDSCAPING PLAN
1. s 2.o.
o
O°
PIAN
NOSE (BLACK) 1/2' DIA
AIRCRAFT CORD, GUY WIRE,
1/8' DIA. 7X7 STRAND
8' PINE LODGE POLE, DRIVE
3' INTO GROUND, POLE$ SHALL
PARALLEL AND VERTICAL, TOP
SHALL BE EVEN.
4' SHREDDED
HMOWOOD MULC
TINIIII / 3' SOIL SPACER
CDMPACTED BACKFILL MIX
EXISTING SUBRADE
4' SHREDDED
HARDWOOD MULCH.
X4111 IIIIII is-[-�uu PREPAIRED SOIL MIX
EXISTING SUBRADE
GROUNDCOVER PLANTING
9t,
CHRISTIAN BROTH
AUTOMOTIVE
LRA
i
LOCATION MAP
CUOI-46 IS A REQUEST FOR A
CONDITIONAL USE PERMIT ESTABLISHING AN
AUTOMOTIVE LUBRICATION SERVICE FACILITY,
LOCATED AT 2059 WEST STATE HIGHWAY 114
CASE NUMBER: CU01-46
CASE WE, Christion Brothers Automotive
CASE ADDRESS: 2059 West State Hgh.q 114
Let 2R, Black A
Storgoard No, 1 Addition
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET:_ OF: 9
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES
8/06/01 PERMR MUE
9!225/01
LANDSCAPE PLAN, NOTES
R
r I l l l
l l l f
iREDDEDo
/ .1O
N
HOOD MULCH.
0 C7g40�'
o
°oo
r° o� °O
' SOIL SPACER
FI
mix
POLES MIN.
�
BE
3UBRADE
OF STAKES
0
H
0Mil(pEnLl� w
II
hd�lCili
�d
" 1\1
I
2' MIN.
TREE PLANTING
4' SHREDDED
HARDWOOD MULCH.
VARIES
3' SOIL SPACER SEE PLANT SCHED.
G BACKFILL }'�j'_�}�.t�=/j�')���lpp�
' n w�R1/—' �O /�t�k
-+-- EXISTING SUBRADE
40 o \ \ \ \ \
o �YJJ` •• � \ � \
' REFER TO AT NOTE ABOVE
ALL REAS \\
--------------- ------ Oji II II IL II tl�
REFER TO NOTE /4 ABOVE ❑s���' L
TYPICAL AT ALL MEAS REFER TO NOTE #4 ABOVE ^�
2 TYPICAL AT ALL AREAS �351'55*
E E N 89'473.06' F
1 5 AR
E
3
1 LANDSCAPING PLAN
1. s 2.o.
o
O°
PIAN
NOSE (BLACK) 1/2' DIA
AIRCRAFT CORD, GUY WIRE,
1/8' DIA. 7X7 STRAND
8' PINE LODGE POLE, DRIVE
3' INTO GROUND, POLE$ SHALL
PARALLEL AND VERTICAL, TOP
SHALL BE EVEN.
4' SHREDDED
HMOWOOD MULC
TINIIII / 3' SOIL SPACER
CDMPACTED BACKFILL MIX
EXISTING SUBRADE
4' SHREDDED
HARDWOOD MULCH.
X4111 IIIIII is-[-�uu PREPAIRED SOIL MIX
EXISTING SUBRADE
GROUNDCOVER PLANTING
9t,
CHRISTIAN BROTH
AUTOMOTIVE
LRA
i
LOCATION MAP
CUOI-46 IS A REQUEST FOR A
CONDITIONAL USE PERMIT ESTABLISHING AN
AUTOMOTIVE LUBRICATION SERVICE FACILITY,
LOCATED AT 2059 WEST STATE HIGHWAY 114
CASE NUMBER: CU01-46
CASE WE, Christion Brothers Automotive
CASE ADDRESS: 2059 West State Hgh.q 114
Let 2R, Black A
Storgoard No, 1 Addition
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET:_ OF: 9
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES
8/06/01 PERMR MUE
9!225/01
LANDSCAPE PLAN, NOTES
S 89'35'55' W 379.29' PROPERTY UNE
- � ---�. _ - --oma, - ---: - _ - _• =e-�.
FIF
------------ ---------------------------- I--------------------\
---------------------- _�_--------- {
I v1 v
REMOTE REu07E ,f ` e--��—'f
I • � I � CONTROL �M�ROL / �`\ � 12Eu0TE \ \
VALVE O; \
i I • V -F
---
i
• i / • i coN oL �� \ \ \ , \
e •- ----------
0'
t I I REMOTE
L — — — CONTROL — — .{ ---------------
El --s-- f
N89'35'55' E 473.06'
mil I
1 IRRIGATION PLAN
- 20V'
I
0 10'0' 20'0' 4VO* 70'0*
PROPERTY UNE
GENERAL NOTES
1 ALL LINE SIZES AND HEADS ARE TO BE DESIGNED BY SUBCONTRACTOR
OR LICENSED IRRIG410R.
2 MANUFACTURER SH41, BE RAINBIRED OR APPROVED EQUAL
3 PLAN SHOWS GENERAL LOCATIONS OF REQUIRED HEADS FOR PRICING ONLY.
4 CONNECT ALL REMOTE CONTROL VALVES TO 2' MAIN LINE. REFER TO
MEP DRAWINGS FOR ORIGIN AND METER LOCATION.
9
'4t
CHRISTIAN BROTHERS r
AUTOMOTIVE
1RA E
LOCATION MAP
CUOI-46 IS A REQUEST FOR A
CONDITIONAL USE PERMIT ESTA13USHING AN
AUTOMOTIVE LUBRICATION SERVICE FACILITY,
LOCATED AT 2059 WEST STATE HIGHWAY 114,
CASE NUMBER: CU01-46
CASE NAME Christian Brothers Auto—live
CASE ADDRESS: 2059 West Stole Highwoy 114
Loi 2R, 81-k A,
Storguord No. 1 Addition
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE*
SHEET: 5 OF: 9
APPROVAL DOES NOT AUTHONZE ANY
WARY, IN CONFLICT WITH ANY CODES
BLOC PFRUR ESUE
ei2e�ol
IRRIGATION PLAN, NOTES
SHEET GENERAL NOTES
.1- ALL LIGHTING CALCULATIONS HAVE BEEN MEASURED IN FOOTCANDLES.
2, ALL CALCULATIONS PERFORMED WERE TAKEN AT GROUND LEVEL.
3. ALL CALCULATIONS WERE PERFORMED AT A SIMULATED "END OF
LAMP LIFE" SITUATION. CHARACTERISTICS INCLUDE A TOTAL LIGHT
LOSS FACTOR OF 0.75, AN INITIAL LUMEN OUIUPT OF 12,000
LUMENS FDR LUMINAIRE TYPE 'F', 5,600 LUMENS FOR LUMINAIRE
TYPE 'F1', 1,750 LUMENS FOR LIMINAIRE TYPES 'G' AND 'Cl-, AND
7,800 LUMENS FOR LUMINAIRE TYPE 'Z'.
LIGHT FIXTURE SCHEDULE - CHRISTIAN BROTHER'S AUTOMOTIVE
MARK
AND MOOEL
VOLTAGE
MOIMITK3
TAMPS
FIEMARKS
LOCATION
F
UTHONIA I]WH150M-120
120/1
SURFACE
(1) 15OW MH
WALL MOUNTED AREA LIGHT
WORKBAY
-
-
-
PHILLIPS 35462-1
REFER TO PLANS FOR MOUNTING HEIGHT
EXTERIOR
F,
LUMAPRO (GRAINGER #4VW86)
120/1
SURFACE
(2) 15OW QUARTZ
WALL MOUNTED AREA LIGHT, MOTION ACTIVATED.
REAR WALL -
'
-
-
REFER TO PLANS FOR MOUNTING HEIGHT
EXTERIOR
G
STERNBERG 6615 -BK
120/1
SURFACE
(1) 10OW A19
WALL MOUNTED COLONIAL STYLE
-
-
-
-
MOUNTED AT 8' AFF„ BLACK FINISH
EXTERIOR
G1
LITHONIA #'LG7RWT73
120/1
CEILING
(1) IOOW A19
CEILING (SOFFIT) MOUNTED CAN LUMINAIRE.
ENTRANCE
Z
UTHONIA #'KFL2-10OM-RW-120-THK
120/1
KNUCKLE
(1) 70W MH
100 W EXTERIOR SIGN LIGHT
SIGN
SCHEDULE NOTES:
0 0.0 0.0 0-0 0"0.0 0.a 0 0 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 a D 0 a 0 0 0 0 0.0.0 0 0 a 0 0 0 0 0 0.0 0 0 0 0,a .a_0 0. 0.0 0 0_0.0.0.0.0 0.0 0 o.0 0 0. 0 0 0 0 0 0 t)
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0' 0 a 0 0 o a o 0 0 0 a 0 0 0 0 0 a 0 6 0 0 0 0 0 0 0 0 a 0 a o 0 0 D' 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0..0.0.0.0.0 0 0 0 0 0.0 0 a 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a 0 a D 0 0 0 0.0 0.0.0.0 0 0-0 0 0 0_..0-0. 0 0 0_.0 0.0.0 0-0 0.0 0 0 6 0 0 0 0
0 0 0 0 0 0 0.0 0.0 0 0. 0.0 a_0'0 0 0 0.0 0 0 _a o 0.0 0 a a 0 a 0.0 0 0 0 a 0 0.0 0 0.0 0 0 o.a_0 0.0.0.0 0 0 .0 0.0.0.0, 0.0 0.0.0 0.0 0.a 0 0 0 0 0 0 0 a 0 0 0 0 a
0 0 0 0 o a a o 0 0 a o p 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0.0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 o a 0 a a 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 a 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 a '0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 O'o 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '0 0 0 0 0 0 0 0 -
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-0, 0 .0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - -.
i
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-0-0 -.0 „0 0 0 0 0 0 0 0 0`- 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0. 0 0 0 0 0 0 0 0 0 0 0 o a o a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-.0-'-O - 0.. D 0'.0 6 0 0 0 0 0 0 0 '-0 0 0 0 0 0 0." 0 0 0 0 0 0
0 0 0 a 0 0 0 A 0 0 a 0 0-- 0 -0-Q 0 0 0 0=-0-=0--0-�o -0 a -0"ro - a V -0 0�-0 0 0'0, 0 0-'1) 0 a T0- 0° 0' b--p--O' D-- 0 O t 0-�-0-O--O =-10 0 0 '0--'0 0 0 0:: p�-.0 0 0 -0 o p o 0 0 0 0 0 0 o 0_ 0,..0-- o p 0 0 0 0 0 0
0 0 0 0 0 0 �0 0 0 0 0 0 0 0 o o 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0: 0 0' 0 0 0 0 pip 0 0 0: o g 0 0 0 ':o o: o D o 0 o a o i;o o, 6'0` 0 0 0 0 0.'0 o a 0 0 0 0 0 0 o a o a a `n 0 a o 0 0 0 0
p
0 0 0 ;0 0 0 0 '0._.0_0..-0._0 0 0 0 0 a..0 0 0 0 0 0 0 0 0 0 a a 0 0 0'0 0 0 0' 0 0 0 1 1 !1 1' 1 1! 1 1 1 1 1 ;1 1 1 1 1 1 1 1 1 `,1 1 `1 1 7 1 1 1 a o p o p o 0 0 0 o a`o 0 0 o'p 0 0 0 0 o p o 0
0 !a 0 i0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 '.0 0 0 0 0 0 0 0 0 0 0 0 a' 1 T 1 J t 1 t A` 0 0 0 0 0 0 0 0 0 ,0 0 0 0 0 0 0 0 0 0 D 0
0 '.0 0 '0 0 0 0 0 0' -0-0- 0 0 0 0 0 0 0 0- n- a--0- 0--0--0 0 0 0 0 0 0 0 0 1 t 1 t 1 1 t t 1 1 1 t 1 1 2 1 1 t 1 1 1 2 1 1 1 1 1 1 2 2 2 2 1 1 1 1 0 0..:0,_.0 0 0 0 0 0 0 0, 0 0- •0 0 0 0. 0 0 o _0 0
0.0 0 :0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-0 0 0 0 0 0 0 0 0 0 0 1 1 1 2 2 3 2 2 .2- 2 2 2 2 3 3 2 2 2 2 2 2 3 2 2 2 2 2 2 3 3 3 3 2 2 1 1`1� -O--O . 0 0,0 0 0 0 0 0 0 0 0 0 0 0 U O o 0 0 0
0 '0 0 ,0 0 0 0 ,O. 0 IT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 3 4 4 4 4 3 2 2 3 4 4 4 4 3 3 3 4 4 5 4 4 3 3 3 4 4 5 5 4 J,Q 2,. 1 7 0 0 0 0 Orb 0 ,.0__-,0 0 0 .0 0 0 0, 0 0` 0, 0 0 0 b
0 0 0 0 0 0 0 O O O O o 0 0 0 p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0/ 1 2 4 7 66 6 3 2 2 3 6 6 6 6 3 3 3 4 6 8 6 5 3 2 3 6 7 8 7 -5:. 4 2" 1 1 1 1 1 1 1 0 0 0--0 0. 0 0: 0 0 0 0 '0 0 0 0 0 0 0 .0
0!0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 a,.-0-0-0-0 0--0 0 0 0 0 0 0 0 0 1 1 2 4 8 9 9 7 3 1 1 2 6 9 9 7 3 1 1 4 9 129 5 2 1 2 6 10129? 2 IG 1 1 1 1 2 1 1 7 0 0 OZO 0 0 a 0 0 0 0.0
.0 0 0 0 0 0 0
0 �-
0 0 0 0 0 _0 0 .0- 0 0 0 0 0 0 0-0 0 0 0 0 �.0 0 0 0 0 0 0 0 0 0 0' 1 1' 2 3'311 F-- -- -- --- --- F------- --- F" p
1 2 3 2 1 1 0 0 0,-0?0 0 0' :a 0 0 0 0 0 0 ,0 0 00 0
0 '0 0 ;0 0 0 00 0 0 0 0 0 0 0 0 0-"0 0 0 0 0 0 '0 0 0 0 0 0 0 0 0�.0 0I 1 ti 2 3 4�'F1 r �1 5 5 4 2 1 1 0 0 2 0 0 0 0' 0 0 0,0 00 0 0. .0 0 0.0 D
0 0 a �0 0 0 00 -0 -0 0 q-0 0 0 0 0 0 0 0 0 0 0IO 0 0 0 0 0 0 0 0 '0 0� 1 i, 2 3B" ,.` .- - a 5 1 �Z
p, 6 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0
a '0 0 !,0 0 0 0'0 0 0 0 -0, 9-.0--0 --01 0 0 0 0_-.0 ,0-. _0 :'0 -0, 0 ,0,. o..-0.:.0 0 D -0 A! 0 .= 1_ 1, 2 :I I' FI� it 6 3 2 1 1 0 0 0 0 0 0 0 0 '-0 . 0 0 0 0 0 0 0 0 0 0 0
J
I'll ❑? _ .. . _ _ ..1.
8
0 !0 0 .0 0 0 a .0 0 0 .9 -0-D _0__Q -0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1/ 1_,til 1 Ij7 7 5 2 1 1 0 0 0 0 0 0 0 0 0 0,0 0 0 0 0 0 0 0 0 0.0'
0 '0 0 ;0 0 0 0 j0 0 0'0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 tI' 3 2 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0
0 '0 0 •0 0 0 0 '0--0_-0_O--D-O -0-0 .-D._0-0_D-O.---O _.O. D -O .0 __0.0_0--0._0. n_.0 -0-.D -_0- 0 0 0�.___._�_.-,. _.-.__-_-_-_._ ~..._�_______,
- � _____ ___-w-____�_.�.___ ��.__2__-2._0.._1__3__0_--0--0--0 0-O--D._-0_.-0__p__0 ^.0 0 0 0 D 0 0 0 0 0
71
0 ;O 0'0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 3 4 3 2 1 1 2 2 4 4 3 2 1 1 2 3 4 3 2 1 1 1 2`3 4 3 2 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0'.0 0-0 0 0
0 '0 0 IO 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 2 3 2 2 1 1 2 2 3 3 2 2 1 1 2 2 3 3 2 1 1 1 2 2 2 2 2
0 D_0"-O-D--0_.0__0-..0._0..0._0.-0..0.-a-__0_0...0.0.-0.-D--0-.0..0..0..0-D-0..0...-0..0__0._0--0--0..-0 0 0-0--.0--1_-.1---2 2--2__-1._t.__7__t__2._2_-2-_2_...1---1,-.1-__7__2--2__2-_2.-_1-_7___L-_i.__2-2__2.__1--t-.1_-0__0__p_.-0-_0._D.._D--0.--0--0-.0--0..-0__.D_0_-0__0.--0-0--0.._0... 0__10-O._.0 0
0 0 0 0 0 0 0 0 0 0 o a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a o 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0
a 0 0 0 0 0 0'0 0 0 0 0 0 a 0 0 0 0 0 0 o a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 0 0 0 1 1 1 1 1 0 0 1 t 1 1 1 a 0 0 0 1 1 1 0 0 0 0 0 O a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 o a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 o 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0`0 0 0 0 0 0
0 a 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a a 0 0 0 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
a 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a
0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 o a o 0 o a 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 a 0 0 0 a 0 0 0 0 o 0 0 0 0 0 0 a o a o 0 0 0 0 0 o a 0 0 0 0 0 0 0 0
O SITE LIGHTING CALCULATIONS
� o•
OUTNU`KE m
30ULNARD W
� nREET
J?
z 9}
CHRISTIAN BROTHERS
AUTOMOTIVE
IRA E. WOODS AVENUE
LOCATION MAP
0001-46 IS A REQUEST FOR A
CONDITIONAL USE PERMIT ESTABLISHING AN
AUTOMOTIVE LUBRICATION SERVICE FACILITY,
LOCATED AT 2059 WEST STATE HIGHWAY 114.
CASE NUMBER: CU01-46
CASE NAME: Christian Brothers Womotw
CASE ADDRESS: 2059 West State Highway 114
Lot 2R. BImk A.
Storgaard No. 1 Addition
MAYOR SECRETARY
DATE
PUNNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: E OF: 9
APPPM.1 lkNC urn AIff-11 er.K
1111 ■
IN
STORGUARD NO.1
OA81NET A, SLIDI.7 2237
LOT I&CCA'1
,ws�sa
LYfA/N-LAwY FE'NC£ � � X S69'SS�.S
---s7 AL----'—
\ z
% m
x
ro-esrx \ x a
ss x ,m�
i x4—
HRETRUC S
60' x 20' TURNAROUND FOR
`^� `60' x zD' v6m ze' RADIUS (
ro x sans.
QVMULEM
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS
AND THE CRY OF GRAPEVINE STANDARDS AND SPECIFICATIONS.
2 DO NOT SCALE HORIZONTAL DIMENSIONS FROM THIS PLAN.
ALL LAYOUT SHALL BE BASED ON THE DIMENSIONAL CONTROL
PLAN. REFER TO ARCHITECTURAL AND FOUNDATION PLANS FOR
BUILDING DIMENSIONS.
3. DETAILS OF SUBGRADE PREPARATION, COMPACTION REQUIRDAENTS,
JOINT LAYOUT SCHEMATIC. ETC., ARE DELINEATED IN DOCUMENIS
PREPARED FOR THE OWNER BY OTHERS, AND ARE NOT INCLLDED
IN THESE PLANS.
4. ALL TOP OF CURB' 8"ATIONS ASSUME THE USE OF A S -INCH
HIGH CURB. ANY OTHER CURB HEIGHT REOUIRES APPROPRIATE
ADJUSTMENT.
5. LOCATION OF ALL EXISTING AND PROPOSED PUBO C WATER,
SANITARY SEWER, AND STORM DRAINAGE FACILITIES WAY NOT
BE SHOWN ON THIS PLAN. IN ADDITION, THE CONTRACTOR'S
ATTENTION IS DIRECTED TO THE NOTIFICATION REQUIREMENTS
ON THE GENERAL NOTES SHEET WITH REGARDS TO LOCATION
OF PUBLIC, FRANCHISED PUBLIC, AND PRIVATE UITLTRY FACILITIES.
S. THE CONTRACTOR'S ATTENTION S sPECIFICALLY QMRFD TO 714E
FACT THAT CERTAIN PUBLIC AND PRIVATE UTUTY IMPROVEMENTS
ARE TO BE INSTALLED IN AND ADJACENT TO AREAS RECEIVING
PERMANENT PAVEMENT, SIDEWAI IS, ETC. THE CONTRACTOR SHALL
PROVIDE (VER
MOV ADJUSTMENTS (VERTICAL) OF THESE FACIUiFS
(VALVE BOXES. MANHOLES, METER BOXES, CLEAN -OUTS, ECT.)
NECESSARY TO CONFORM WITH FINISH GRADE DR PAVEMENT GRADE
ALL ADJUSTMENTS TO BE PERFORMED IN ACCORDANCE WITH THE CITY
OF GRAPEVINE STANDARDS.
7. PRIOR TO BEGINNING ANY SITE CLEARING AND/DR SITE GRACING,
INSURE ALL PHASE 1 EROSION CONTROL MEASURES ARE IN PUCE
AND FUNCTIONL.
LEGEND
WARNING TO=ISNOT
TOR:
CALL 1-800-344TESS) OR OTHER UTILITY
LOCATING SERVICS PRIOR TO CONSTRUCTION
ACTIVITY. WELCH , INC. IS NOT RESPONSIBLEFOR KNOWING ALTILITIES OR DEPICTINGEXACT LOCATIONS ON DRAWINGS.
1
sr eaau�
sa .. 65£Ba Ea38t ., .-p \aHtee• _ � — I\
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x s3ewa 37AEE � 3"TREE' I 4'0.4A�
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7
EXISTING CONTOUR
a
au �� 1C-655.
A �
x rc-6415
0
0.907<
AWES
PROPOSED 70P OF CURB GRADE
x571.0
PROPOSED FINISHED GRADE ELEVATION
x569.5
ALL PAKNG SPACES ARE
i—
\
_ _ —
9' x to TYPICA
x axars \
x nam
I
xa3..6
473�:t(
277AK
\ '�aasas
k
iEW
I
J
s411
sew
CHRISTIAN BROTHERSAU ORVE
` OFFICES rAm B BAY MECH ICS AREA
x as sY `
asa.?
\ x 63SYa 1
TOTAL GROSS AREA 4,921 r.a t
FF -657.0
I
I
';I
!
\\
•
iia
QVMULEM
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS
AND THE CRY OF GRAPEVINE STANDARDS AND SPECIFICATIONS.
2 DO NOT SCALE HORIZONTAL DIMENSIONS FROM THIS PLAN.
ALL LAYOUT SHALL BE BASED ON THE DIMENSIONAL CONTROL
PLAN. REFER TO ARCHITECTURAL AND FOUNDATION PLANS FOR
BUILDING DIMENSIONS.
3. DETAILS OF SUBGRADE PREPARATION, COMPACTION REQUIRDAENTS,
JOINT LAYOUT SCHEMATIC. ETC., ARE DELINEATED IN DOCUMENIS
PREPARED FOR THE OWNER BY OTHERS, AND ARE NOT INCLLDED
IN THESE PLANS.
4. ALL TOP OF CURB' 8"ATIONS ASSUME THE USE OF A S -INCH
HIGH CURB. ANY OTHER CURB HEIGHT REOUIRES APPROPRIATE
ADJUSTMENT.
5. LOCATION OF ALL EXISTING AND PROPOSED PUBO C WATER,
SANITARY SEWER, AND STORM DRAINAGE FACILITIES WAY NOT
BE SHOWN ON THIS PLAN. IN ADDITION, THE CONTRACTOR'S
ATTENTION IS DIRECTED TO THE NOTIFICATION REQUIREMENTS
ON THE GENERAL NOTES SHEET WITH REGARDS TO LOCATION
OF PUBLIC, FRANCHISED PUBLIC, AND PRIVATE UITLTRY FACILITIES.
S. THE CONTRACTOR'S ATTENTION S sPECIFICALLY QMRFD TO 714E
FACT THAT CERTAIN PUBLIC AND PRIVATE UTUTY IMPROVEMENTS
ARE TO BE INSTALLED IN AND ADJACENT TO AREAS RECEIVING
PERMANENT PAVEMENT, SIDEWAI IS, ETC. THE CONTRACTOR SHALL
PROVIDE (VER
MOV ADJUSTMENTS (VERTICAL) OF THESE FACIUiFS
(VALVE BOXES. MANHOLES, METER BOXES, CLEAN -OUTS, ECT.)
NECESSARY TO CONFORM WITH FINISH GRADE DR PAVEMENT GRADE
ALL ADJUSTMENTS TO BE PERFORMED IN ACCORDANCE WITH THE CITY
OF GRAPEVINE STANDARDS.
7. PRIOR TO BEGINNING ANY SITE CLEARING AND/DR SITE GRACING,
INSURE ALL PHASE 1 EROSION CONTROL MEASURES ARE IN PUCE
AND FUNCTIONL.
LEGEND
WARNING TO=ISNOT
TOR:
CALL 1-800-344TESS) OR OTHER UTILITY
LOCATING SERVICS PRIOR TO CONSTRUCTION
ACTIVITY. WELCH , INC. IS NOT RESPONSIBLEFOR KNOWING ALTILITIES OR DEPICTINGEXACT LOCATIONS ON DRAWINGS.
1
sr eaau�
sa .. 65£Ba Ea38t ., .-p \aHtee• _ � — I\
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x s3ewa 37AEE � 3"TREE' I 4'0.4A�
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4 x
X afR 3 f
�, X\nv.➢a \\ %r<rtas.,}f\
7
EXISTING CONTOUR
a
au �� 1C-655.
A �
x rc-6415
0
0.907<
AWES
PROPOSED 70P OF CURB GRADE
x571.0
PROPOSED FINISHED GRADE ELEVATION
x569.5
ALL PAKNG SPACES ARE
i—
\
_ _ —
9' x to TYPICA
x axars \
x nam
I
xa3..6
473�:t(
s411
sew
CHRISTIAN BROTHERSAU ORVE
` OFFICES rAm B BAY MECH ICS AREA
x as sY `
asa.?
\ x 63SYa 1
TOTAL GROSS AREA 4,921 r.a t
FF -657.0
X y \ X-0
x taste x aura
1,
1
Bort
63t1d
P
IOVC h%rr
\\X %
,
\ \
x !.1
x asass`�
BENCHMARKS:
BM NO.1 CITY OF GRAPEVINE BENCHMARK "CC -27P-2'
(CHISELED SOUARE OUT FOUND ON TOP OF
CENTER OF HEADWALL) LOCATED APPROX. 900
FT, WEST FROM 114 OVERPASS ALONG NORTH
R.O.W. OF SH 25. (ELEVATION -560.94' ASL)
X_ i' X W. A; \ \
\\
x =11
CASE NAME CHRISTIAN BROTHERS AUTOMOTIVE
CORPORATION
CASE NUMBER: CU01-46
LOCATION: 2059 WEST STATE HIGHWAY 114
LOT 2R, BLOCK A. STORGUARD NO.1
ADDITION
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 7 OF 9
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT WITH ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
\ \
EXISTING CONTOUR
a
au �� 1C-655.
PROPOSED CONTOUR
x rc-6415
0
0.907<
xTC-571.0
PROPOSED 70P OF CURB GRADE
x571.0
PROPOSED FINISHED GRADE ELEVATION
x569.5
PROPOSED TOP OF PAVEMENT GRADE
i—
DIRECTION OF FLAW
_ _ —
ROW UNE
x axars \
x nam
I
N6935�
473�:t(
x rw>a
'
'
x oars
�' "'•.
x suss J
1
�
X y \ X-0
x taste x aura
1,
1
Bort
63t1d
P
IOVC h%rr
\\X %
,
\ \
x !.1
x asass`�
BENCHMARKS:
BM NO.1 CITY OF GRAPEVINE BENCHMARK "CC -27P-2'
(CHISELED SOUARE OUT FOUND ON TOP OF
CENTER OF HEADWALL) LOCATED APPROX. 900
FT, WEST FROM 114 OVERPASS ALONG NORTH
R.O.W. OF SH 25. (ELEVATION -560.94' ASL)
X_ i' X W. A; \ \
\\
x =11
CASE NAME CHRISTIAN BROTHERS AUTOMOTIVE
CORPORATION
CASE NUMBER: CU01-46
LOCATION: 2059 WEST STATE HIGHWAY 114
LOT 2R, BLOCK A. STORGUARD NO.1
ADDITION
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 7 OF 9
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT WITH ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
\ \
EXISTING CONTOUR
a
au �� 1C-655.
PROPOSED CONTOUR
x rc-6415
EXISTING TOP OF CURB GRADE
xTC-571.0
PROPOSED 70P OF CURB GRADE
x571.0
PROPOSED FINISHED GRADE ELEVATION
x569.5
PROPOSED TOP OF PAVEMENT GRADE
i—
DIRECTION OF FLAW
_ _ —
ROW UNE
X y \ X-0
x taste x aura
1,
1
Bort
63t1d
P
IOVC h%rr
\\X %
,
\ \
x !.1
x asass`�
BENCHMARKS:
BM NO.1 CITY OF GRAPEVINE BENCHMARK "CC -27P-2'
(CHISELED SOUARE OUT FOUND ON TOP OF
CENTER OF HEADWALL) LOCATED APPROX. 900
FT, WEST FROM 114 OVERPASS ALONG NORTH
R.O.W. OF SH 25. (ELEVATION -560.94' ASL)
X_ i' X W. A; \ \
\\
x =11
CASE NAME CHRISTIAN BROTHERS AUTOMOTIVE
CORPORATION
CASE NUMBER: CU01-46
LOCATION: 2059 WEST STATE HIGHWAY 114
LOT 2R, BLOCK A. STORGUARD NO.1
ADDITION
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 7 OF 9
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT WITH ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
\ \
etxu Cr£ PANE
a
au �� 1C-655.
20
0 20
GRAPHIC SCALE IN FEET
40
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L)
1
PROJECT NO: 200148
SHEET:
C-1
OF
GENFRA NOTES
1. SEE GENERAL NOTES SHEET FOR NOTIFICATION, SAFETY, AND
GENERAL CONSTRUCTION REQUIREMENTS.
WATER GENERAL NOTES
1. ALL WATER AND SANITARY SEWER FACILITIES SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THESE PLAINS AND THE RULES, REGULATIONS,
POLICIES, PROCEDURES AND ORDINANCES OF THE CITY OF GRAPEVINE.
TEXAS. GENERAL NOTES AND SPECIFIC REQUIREMENTS FOR MATERIALS
ARID CONSTRUCTION METHODS ARE SHOWN ON THE DETAILS.
2. THE LOCATION OF EXISTING MATER LINE IMPROVEMENTS WERE TAKEN
FROM DRAWINGS ON FILE WITH THE CITY OF GRAPEVINE AND FROM
ON -THE -GROUND SURVEYS FURNISHED BY THE OWNER, THE
CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING FACILITIES
TO WHICH TIE-INS ARE TO BE NAGE.
3. THE CONTRACTOR'S ATTENTION IS CALLED TO THE NOTIFICATION
REQUIREMENTS WHICH MUST BE SATISFIED PRIOR TO THE START OF
CONSTRUCTION, AS THEY APPEAR ON THE GENERAL NOTES SHEET.
THE CONTRACTOR'S ATTENTION IS ALSO DIRECTED TO THE TRENCH
FAD/OR EXCAVATION SAFETY REQUIREMENTS NOTED ON THE GENERAL
NOTES SHEET. THE CONTRACTOR'S ATTENTION IS ALSO DIRECTED TO
OSHA REQUIREMENTS CONCERNING OPERATIONS IN CONFINED SPACES,
PARTICULARLY WHEN PERFORMING WORK ON THE SANITARY SEWER
SYSTEM.
4. WATER JETTING OF TRENCH BACKFILL/EMBEDMENT IS NOT PERMITTED.
5, Al STORM SEWER CROSSINGS ARE PRIVATE STORM SEWER SYSTEMS
UNLESS OTHERWISE NOTED.
6, ALL WATER LINES SHALL BE PVC CONFORMING IN ALL RESPECTS TO
AWWA C-900, LATEST REVISION. ALL B -INCH PIPE SHALL BE DR -14
(CLASS 150). ALL 6 -INCH AND 4 -INCH PIPE SHALL BE DR -14
(CLASS 200).
7. ALL WATER LINES TO HAVE A MINIMUM COVER OF 42 INCHES.
STORGUARD NO.1
CFi9/MET A, SLIDE 2237
LOT IBLOCK I
WATER SPECIAL NOT G
1. TMS ON MAIN, INCLUDING FIRE LIKE AND SERVICE TMS SHALL
HAVE A MINIMUM SEPARATION OF 3 -FEET.
2. SET METER BOXES AS INDICATED ON THESE PLANS. TOP OF
METER BOX GRADE SHALL BE T/C40.2'.
3. MINIMUM SEPARATION BETWEEN METER BOXES IS 12'.
PRIVATE SANITARY SEWER GENERA NOT S
1. 6 -INCH SANITARY SEVER SERVICE LINES SHALL BE PVC
SDR -35. ALL SDR -3S JOINTS AND FITTINGS SHALL BE
RUBBER CASKET, WITH THE CASKET LOCKED IN PLACE
IN THE BELL. ALL FITTINGS SHALL BE PREFABRICATED
OR MANUFACTURED FITTINGS. FIELD CONNECTIONS ARE
NOT PERMITTED. EMBEDMENT FOR ALL SEWER LINES PER
PLUMING CODES.
2. SDR -26 PIPE IS REQUIRED WHERE THE SEWER LINE
CROSSES A PUBLIC WATER MAIN MINIMUM LENGTH OF
SDR -26 IS 20 -FOOT CENTERED ON THE CROSSING.
3. GRADE CLEAN -CUTS WITH RECESSED SQUARE PLUGS ARE
REQUIRED AT INTERVALS NOT EXCEEDING I00 -FEET ON 6 -
INCH SERVICE LINES AND AT LOCATIONS SHOWN ON THE
MECHANICAL DRAWINGS.
4. ALL MANHOLES SHALL CONFORM TO THE REQUIREMENTS
SHOWN ON THE DETAIL SHEETS. CONCRETE ENCASE ALL
WYES, BENDS. CLEAN-OUT WYES, ETC. ADJUST TOP OF
MANHOLES TO FINISHED GRADE, INCLUDING PAVEMENT
GRADE. AS REQUIRED.
S. ALL SANITARY SEVER LINES SHALL CROSS UNDER WATER LINES.
6. REFER TO MECHANICAL PLUMBING) DRAVINGS FOR
LOCATION OF SEWER S VICES AT THE BUILDINGS
AND THE LOCATION OF THE DOUBLE CLEAN -OUTS
AT THE BUILDINGS.
LEGEND
WARNING TO CONTRACTOR:
CALL 1-800-344-8377 (DIG—TESS) OR OTHER UTILITY
LOCATING SERVICES 48 HOURS PRIOR TO CONSTRUCTION
ACTIVITY. WELCH ENGINEERING, INC. IS NOT RESPONSIBLE
FOR KNOWING ALL EXISTING UTILITIES OR DEPICTING
EXACT LOCATIONS OF UTILITIES ON DRAWINGS.
PROP. SANITARY SEWER SERVICE
PROPOSED FIRE HYDRANT
PROP. WATER METER AND SERVICE
PROP. STORM SEWER WITH INLET
EX. STORM SEWER WITH INLET
EX. WATER LINE, VALVE & FIRE HYDRANT
EX. SEWER LINE & MANHOLE
EXISTING CONTOUR
CASE NAME: CHRISTIAN BROTHERS AUTOMOTIVE
CORPORATION
CASE NUMBER: CU01-46 '..
LOCATION: 2059 WEST STATE HIGHWAY 114
LOT 2R, BLOCK A. STORGUARD NO.1
ADDITION
MAYOR SECRETARY
DATE: - __..
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE
SHEET: 8 OF 9
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT WITH ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
BENCHMARKS:
ON NOA CITY OF GRAPEVINE BENCHMARK 'CC -27P-2'
(CHISELED SQUARE CUT FOUND ON TOP OF
CENTER OF HEADWALL) LOCATED APPROX 900
FT. WEST FROM 114 OVERPASS ALONG NORTH
R.O.W. OF SH 26. (ELEVATION -660.94' ASL)
20 0 20 40
nTniiiiiiiiR
GRAPHIC SCALE IN FEET
a
Z
J
a
1—
PROJECT NO: 200148
SHEET:
C-2
OF
19
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xS8B35'55.'W--""37w2C
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CABINET A,
x .ar I
2-a5I{A7 '�.-66,� x nY9.G6
X-. \ \
aCI� hEA I X
% u2J..D i , GtS lJ7 X 311
X
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OS4
x Jn.n � enas x a%su
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X asasr x awJz \ 57
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TOTAG A MECHANICS AREA p
TOTAL GROSS AREA 4,921
FF -657.0 ix aanaa / \
X 6549} x dJ/,H
IF PANEL
�iUTUa. DEVELOPMENT ONnCj \ \ \ \\ \
LOT BLOCK A.
X ab>A
X aJRJa ' x L68]J '
I 1 t % X 6S).DS � X
4LOT J
I E
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jr ` l 10' LnC/7Y £9[/T. CABIAET A, 9A£= -'I -
S,=1
TA S1. 21.tr \ - _.-� -- �_ _...-G._�,.•,�_,�, \
It-----.�------
------------------------------------------------
r - -�-
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-----------
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\ faJ1T 6QSSt \ I I I I
mmmomomw
\� \ \ STORC UARD NO. 1 ADITIONST RM DII rENFRAI \\ \\
` OTER
C�61NSL
ET A, IDE 23 �
NEI f I
\ 1. SEE GENERAL NOTES SHEET FOR NOTIFICATION, `\ LO 7 AND 2, BLOCK \ I I I I
\ SAFETY,\AND GENERAL CONSTRUCTICJ� REQUIREMENTS. V ` \ \
2. SCHEMATIC REPRESENTATIONS OF EXISTING AND PROPOSED
DRAINAGE FACILITIES ARE SHOWN ON THIS SHEET.
3. POSITIVE OVERFLOW ROUTES FOR STORMS LARGER THAN
THE SYSTEM DESIGN ARE PROVIDED.
4. ON-SITE DRAINAGE AREAS (POST -DEVELOPMENT) WERE
DETERMINED USING THE SITE GRADING PLAN.
S. POST -DEVELOPMENT 'C' VALUE IS 0.90.
6. RUNOFF WAS COMPUTED USING THE RATIONAL METHOD OF
DESIGN. INTENSITY -FREQUENCY DURATION CURVES WERE
DEVELOPED FROM N.W.S. TECHNICAL PAPER NO. 40.
TIMES OF CONCENTRATION WERE GENERALLY DETERMINED
USING SCS METHODS I.E. TR -55 AND/OR THE OVERLAND
FLOW FORMULA; AND THE "NOMOGRAPH FOR TIME OF
CONCENTRATION' AS SHOWN IN THE 'STORM DRAINAGE
DESIGN AND CRITERIA MANUAL' AS PUBLISHED BY THE
CITY OF FORT WORTH. A MINIMUM OF 10 MINUTES
WAS USED
7. A GPS MONUMENT WILL BE SET BY THE OWNER ON THE
10 -FOOT INLET IN THE MAIN ENTRANCE.
BENCHMARKS:
BM NOA CITY OF GRAPEVINE BENCHMARK 'CC -27P -Y
(CHISELED SQUARE CUT FOUND ON TOP OF
CENTER OF HEADWALL) LOCATED APPROK. 200
r
rT. WE57 W20M 114 OVERPASS ALONG NORTH
R.O.W. OF SH 26. (ELEVATION -66G24' ASL)
ARNING TO CONTRACTOR:
DRAINAGE
AREA
CALL 1-800-344-8377 (DIG-TESS) OR OTHER UTILITY
C.
(Dov.)
LOCATING SERVICES 48 HOURS PRIOR TO CONSTRUCTION
1-5
In/hr
CTIVITY. WELCH ENGINEERING, INC. IS NOT RESPONSIBLEFOR
Q-5
cfs
KNOWING ALL EXISTING UTILITIES OR DEPICTING
C0-5
(EKISO
XACT LOCATIONS OF UTILITIES ON DRAWINGS.
0-100 INLET NOTES
(Exist.) SIZE
A
0.36
0.90
ID.O
6.6
\'�
1�.e
3.76
0.3
0.71
1.25 -
fc'arzacs ���,,�.���\
0.76
0.90
10.0
6.6
11.6
4.51
7.93
0.3
1.50
2.64 10'
C
t\ OB ncs
\ , fJ O
10.0
6.6
11.6
u,n y
\MAK
_5
IF PANEL
�iUTUa. DEVELOPMENT ONnCj \ \ \ \\ \
LOT BLOCK A.
X ab>A
X aJRJa ' x L68]J '
I 1 t % X 6S).DS � X
4LOT J
I E
�GT--
jr ` l 10' LnC/7Y £9[/T. CABIAET A, 9A£= -'I -
S,=1
TA S1. 21.tr \ - _.-� -- �_ _...-G._�,.•,�_,�, \
It-----.�------
------------------------------------------------
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Fx �_as ---------------- \ -- e am-- ---._----- ----1 ----- ---- f -t -i -I--- ----�` w'
-----------
anz w � L rY
fc..w,so
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\ faJ1T 6QSSt \ I I I I
mmmomomw
\� \ \ STORC UARD NO. 1 ADITIONST RM DII rENFRAI \\ \\
` OTER
C�61NSL
ET A, IDE 23 �
NEI f I
\ 1. SEE GENERAL NOTES SHEET FOR NOTIFICATION, `\ LO 7 AND 2, BLOCK \ I I I I
\ SAFETY,\AND GENERAL CONSTRUCTICJ� REQUIREMENTS. V ` \ \
2. SCHEMATIC REPRESENTATIONS OF EXISTING AND PROPOSED
DRAINAGE FACILITIES ARE SHOWN ON THIS SHEET.
3. POSITIVE OVERFLOW ROUTES FOR STORMS LARGER THAN
THE SYSTEM DESIGN ARE PROVIDED.
4. ON-SITE DRAINAGE AREAS (POST -DEVELOPMENT) WERE
DETERMINED USING THE SITE GRADING PLAN.
S. POST -DEVELOPMENT 'C' VALUE IS 0.90.
6. RUNOFF WAS COMPUTED USING THE RATIONAL METHOD OF
DESIGN. INTENSITY -FREQUENCY DURATION CURVES WERE
DEVELOPED FROM N.W.S. TECHNICAL PAPER NO. 40.
TIMES OF CONCENTRATION WERE GENERALLY DETERMINED
USING SCS METHODS I.E. TR -55 AND/OR THE OVERLAND
FLOW FORMULA; AND THE "NOMOGRAPH FOR TIME OF
CONCENTRATION' AS SHOWN IN THE 'STORM DRAINAGE
DESIGN AND CRITERIA MANUAL' AS PUBLISHED BY THE
CITY OF FORT WORTH. A MINIMUM OF 10 MINUTES
WAS USED
7. A GPS MONUMENT WILL BE SET BY THE OWNER ON THE
10 -FOOT INLET IN THE MAIN ENTRANCE.
CASE NAME CHRISTIAN BROTHERS AUTOMOTIVE
CORPORATION
CASE NUMBER: CU01-46
LOCATION: 2059 WEST STATE HIGHWAY 114
LOT 2R, BLOCK A, STORGUARD NO.1
ADOITION
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
20 0 20 40
GRAPHIC SCALE IN FEET
�o
awl
i
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SEA
OKN
1211 'r�m
V SN
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0
PROJECT No: 200148
SHEET
C-3
OF
DRAINAGE CALCULA11ONS
DRAINAGE
AREA
AREA
(Acres)
C.
(Dov.)
Tc
(Min.)
1-5
In/hr
1-100
In/hr
Q-5
cfs
Q-100
Cfs
C0-5
(EKISO
(Exist.)
0-100 INLET NOTES
(Exist.) SIZE
A
0.36
0.90
ID.O
6.6
11.6
2.14
3.76
0.3
0.71
1.25 -
B
0.76
0.90
10.0
6.6
11.6
4.51
7.93
0.3
1.50
2.64 10'
C
0.40
0.90
10.0
6.6
11.6
2.38
4.18
0.3
0.79
1.39 -
D
0.12
0.90
10.0
6.6
11.6
0.71
1.25
0.3
0.24
0.42 -
E 1
1.98
1 0.90 i
10.0 1
6.6
11.6 1
11.76
1 20.67
0.3
3.92
6.89 -
CASE NAME CHRISTIAN BROTHERS AUTOMOTIVE
CORPORATION
CASE NUMBER: CU01-46
LOCATION: 2059 WEST STATE HIGHWAY 114
LOT 2R, BLOCK A, STORGUARD NO.1
ADOITION
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
20 0 20 40
GRAPHIC SCALE IN FEET
�o
awl
i
N iso
SEA
OKN
1211 'r�m
V SN
Z�
0
PROJECT No: 200148
SHEET
C-3
OF