HomeMy WebLinkAboutItem 14 - CU14-13 Ryder TruckMEMO TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: BRUNO RUMBELOW, CITY MANAGER 62—
MEETING DATE: JUNE 17, 2014
SUBJECT: CONDITIONAL USE REQUEST CU14 -13 (SECOND READING)
RECOMMENDATION:
Staff recommends the City Council approve Conditional Use Application CU14 -13 on the
second reading of an ordinance, and take any other action necessary.
BACKGROUND:
Conditional Use Request CU14 -13 was submitted by Brandon Middleton and approved
on the first reading of an ordinance by Council at the May 20, 2014 meeting. The
request was to allow for truck and trailer rental, lease sales, vehicle maintenance and
fueling in the "LI" Light Industrial District. Originally developed in 1980, the current use
of the site has been in operation since 2009.
The applicant's intent is to expand the existing site by incorporating an undeveloped
1.02 additional acres north of the existing site and by expanding the existing 5,360
square foot vehicle maintenance and office building by 5,537 square feet for a total of
10,897 square feet. An existing vehicle fueling station would remain part of the
proposed expansion. The applicant sought approval of a special exception from the
Board of Zoning Adjustment relative to the front yard landscape area requirement.
Approximately 5,250 square feet of parking exists within the front yard of the existing
site. The Board approved the special exception request at their June 2, 2014 meeting.
/at
O:\ZCU \CU 14 -13.41
June 11, 2014 (11:09AM)
ORDINANCE NO.
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 CU14 -13 FOR
TRUCKAND TRAILER RENTAL, LEASING, MAINTENANCE
AND FUELING IN A DISTRICT ZONED "LI" LIGHT
INDUSTRIAL 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) AND A SEPARATE OFFENSE SHALL
BE DEEMED COMMITTED UPON EACH DAY DURING OR
ON WHICH A VIOLATION OCCURS AND PROVIDING AN
EFFECTIVE DATE
e qlv , 3
R6A) -FA- e-
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, and is in the best interest of the public
at large, the citizens of the City of Grapevine, Texas, and helps promote the general health,
safety and welfare of this community.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS:
ORD. NO. 2
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 CU14 -13 to allow for truck and trailer rental, lease
sales, vehicle maintenance and fueling (Ryder Truck Rental), in a district zoned "LI" Light
Industrial District within the following described property: proposed to be platted as Lot 1,
Block 1, Ryder Addition (1150 Texan Trail) 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. That 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. That 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. That 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
ORD. NO. 3
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. That this ordinance shall become effective from and after the date of
its final passage.
PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS on first reading on this the 20th day of May, 2014.
PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS on second and final reading on this the 17th day of June, 2014.
APPROVED:
ATTEST:
APPROVED AS TO FORM:
ORD. NO. 4
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LIGNT
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Op
ZONING '/}I
NORTH
GRAPHIC SCALE IN FEET
0 15 30 60
LEGEND
® PROPOSED ASPHALT PAVEMENT
OPROPOSED ASPHALT MILL AND OVERLAY
PROPOSED LIGHT DUTY S' CONCRETE
PROPOSED HEAVY CUTY 7' CONCRETE
PROPOSED CONCRETE RIP -RAP
LJ EXISTING CONCRETE PAVEMENT
_ -661— PROPOSED CONTOUR
—601 -- EXISTING CONTOUR
WATERLINE
SS— SANITARY SEWER LINE
ONE— OVERHEAD ELECTRICLINE
X PROPOSED FENCE
EXISTING FENCE
FIT FIRE HYDRANTS
L6 LANDSCAPEDAREAS
CL 6' CHAIN LINK FENCE
TRAFFIC GIRCULATION DIRECTION
BUILDING DATA TABLE
EXISTING BUILDING PROROSEDSUILENNG
AREA ?SF1 AREA iSFI
OFFKE 5K8 OTTLCF I'll VEFiItEf MAINTENANCE AND REPAIR 2, 272 'XEkILLE hAINTENANCE ANDREPAIR 9,409
TOTAL 2,800 TOTAL 10,897
BUILDING HEIGHT 20 F7 BuILDINGNEiGHT 25 FT'
PARKING DATA TABLE
REQUIRED RROVIOED
_ ______ _ ___,
Rstio lspace:2DW sq.It. 2:•3 94
NOTES
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0 0 FSS /ONAL Y-!t
SITE DATA TABLE
EXLstlns(Sfl Site E %PSnilan {SF) FhA(SF)
2.75Acfrs s1.02ACms 177ACr2 Total
L TA i1a 790 44,431 I 1G4,221
l Li e /Ozmn S�ta<e__� _ 23% 2`.. A4 A31 tC(T4 35,131 L 22d'6
UsJH _ trk 1p 847 fiW
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P v, A 2B __ __ d 355 ? ' 41431 I 1W% 1 X16134 f 720%
I Af >us ArCO 117. }gd .8.'.; 0 Iri 12R.�2 ;!i.OM
1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS
OTHERWISE NOTED.
2. THE CONTRACTOR FOR THE PROJECT SHALL NOT PLACE
ANY PERMANENT PAVEMENT UNTIL ALL BLEEV NG FOR
ELECTRI C, GAS TELEPHONE CABLE TV SITE IRRIGATION.
OR ANY OTHER UNDERGROUND UTILITY HAS BEEN
INSTALLED IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO CONF RM THAT ALL SLEEV NG S IN
PLACE PRIOR TO PLACEMENT OF PERMANENT PAVEMENT
3, REFERENCE GENERAL NOTES AND CITY OF GRAPEVINE
STANDARD CONSTRUCTION DETAILS FOR ADDITIONAL
PAVING NOTES,
4. PRESENT USE AND PROPOSED USE VEHICLE
MAINTENANCE, FUELING WASHING, RENTAL AND LEASE
SALES
5. ALLREOUIREMENTS OFTHE CITY OFGRAPEVINE'S SOIL
EROSION CONTROL ORDINANCE SNALL BE METDURING
THE PERIOD OF CONSTRUCTION.
6. ALL ON-SITE ELECTRICAL CONDUCTORS ASSOCIATED
WITH NEW CONSTRUCTION SHALL BE LOCATED
UNDERGROUND,
7. THE PROPOSED LOT AND BOLDING EXPANSION HAS BEEN
CLOUDED,
8, BOTH THE EXISTING AND PROPOSED SITE HAVE NO
ON PREMISE MONUMENT SIGNAGE
S. BARBED WRE FENCING IS NOT ALLOWED.
CONDITIONAL USE REQUEST CU14A3 IS A REQUEST TO
ALLOW TRUCK AND TRAILER RENTAL, LEASE SALES, VEHICLE
MAINTENANCE AND FUELING.
AAatfs:. PCT the {U"Cht"0." qUs maf..In9 mYalgaan5, a N, up -sPaCr
*tat trust 15 percent of the rotalsiteis mqurmd. With thepruposrd
tmpmvement 1 ff exceed tA�e�'•(tm�'�'Cnimum Trqulrem��TrnLj�,t"vdtNTi
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CASE NAME. RYDER TRUCK RENTAL
CASE NUMBER: CU1413
LOCATION' 1100 TEXAN TRAIL AND
1150 E NORTHWEST HIGHWAY
CHAIRMAN
DATE:
SHEEP 1 OF t1
APPROVAL DOES NOTAUTIORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES,
DEPARTMENT OF DEVELOPMENT SERVICES
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•Lr '➢ 'i
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GRAPHIC SCALE IN FEET
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LEGEND
® PROPOSED ASPHALT PAVEMENT
OPROPOSED ASPHALT MILL AND OVERLAY
PROPOSED LIGHT DUTY S' CONCRETE
PROPOSED HEAVY CUTY 7' CONCRETE
PROPOSED CONCRETE RIP -RAP
LJ EXISTING CONCRETE PAVEMENT
_ -661— PROPOSED CONTOUR
—601 -- EXISTING CONTOUR
WATERLINE
SS— SANITARY SEWER LINE
ONE— OVERHEAD ELECTRICLINE
X PROPOSED FENCE
EXISTING FENCE
FIT FIRE HYDRANTS
L6 LANDSCAPEDAREAS
CL 6' CHAIN LINK FENCE
TRAFFIC GIRCULATION DIRECTION
BUILDING DATA TABLE
EXISTING BUILDING PROROSEDSUILENNG
AREA ?SF1 AREA iSFI
OFFKE 5K8 OTTLCF I'll VEFiItEf MAINTENANCE AND REPAIR 2, 272 'XEkILLE hAINTENANCE ANDREPAIR 9,409
TOTAL 2,800 TOTAL 10,897
BUILDING HEIGHT 20 F7 BuILDINGNEiGHT 25 FT'
PARKING DATA TABLE
REQUIRED RROVIOED
_ ______ _ ___,
Rstio lspace:2DW sq.It. 2:•3 94
NOTES
y9R oytN�.�pART
26
EASY�51
14
z o D
D z = _ SO <
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VICINITY MAP
N.T.S.
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0 0 FSS /ONAL Y-!t
SITE DATA TABLE
EXLstlns(Sfl Site E %PSnilan {SF) FhA(SF)
2.75Acfrs s1.02ACms 177ACr2 Total
L TA i1a 790 44,431 I 1G4,221
l Li e /Ozmn S�ta<e__� _ 23% 2`.. A4 A31 tC(T4 35,131 L 22d'6
UsJH _ trk 1p 847 fiW
P Cnt ASPJ I 11293. 'A U D% 117ffi5 714d'.
P v, A 2B __ __ d 355 ? ' 41431 I 1W% 1 X16134 f 720%
I Af >us ArCO 117. }gd .8.'.; 0 Iri 12R.�2 ;!i.OM
1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS
OTHERWISE NOTED.
2. THE CONTRACTOR FOR THE PROJECT SHALL NOT PLACE
ANY PERMANENT PAVEMENT UNTIL ALL BLEEV NG FOR
ELECTRI C, GAS TELEPHONE CABLE TV SITE IRRIGATION.
OR ANY OTHER UNDERGROUND UTILITY HAS BEEN
INSTALLED IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO CONF RM THAT ALL SLEEV NG S IN
PLACE PRIOR TO PLACEMENT OF PERMANENT PAVEMENT
3, REFERENCE GENERAL NOTES AND CITY OF GRAPEVINE
STANDARD CONSTRUCTION DETAILS FOR ADDITIONAL
PAVING NOTES,
4. PRESENT USE AND PROPOSED USE VEHICLE
MAINTENANCE, FUELING WASHING, RENTAL AND LEASE
SALES
5. ALLREOUIREMENTS OFTHE CITY OFGRAPEVINE'S SOIL
EROSION CONTROL ORDINANCE SNALL BE METDURING
THE PERIOD OF CONSTRUCTION.
6. ALL ON-SITE ELECTRICAL CONDUCTORS ASSOCIATED
WITH NEW CONSTRUCTION SHALL BE LOCATED
UNDERGROUND,
7. THE PROPOSED LOT AND BOLDING EXPANSION HAS BEEN
CLOUDED,
8, BOTH THE EXISTING AND PROPOSED SITE HAVE NO
ON PREMISE MONUMENT SIGNAGE
S. BARBED WRE FENCING IS NOT ALLOWED.
CONDITIONAL USE REQUEST CU14A3 IS A REQUEST TO
ALLOW TRUCK AND TRAILER RENTAL, LEASE SALES, VEHICLE
MAINTENANCE AND FUELING.
AAatfs:. PCT the {U"Cht"0." qUs maf..In9 mYalgaan5, a N, up -sPaCr
*tat trust 15 percent of the rotalsiteis mqurmd. With thepruposrd
tmpmvement 1 ff exceed tA�e�'•(tm�'�'Cnimum Trqulrem��TrnLj�,t"vdtNTi
perttntapeP D L� �
�uN a s �o�� L.�
CASE NAME. RYDER TRUCK RENTAL
CASE NUMBER: CU1413
LOCATION' 1100 TEXAN TRAIL AND
1150 E NORTHWEST HIGHWAY
CHAIRMAN
DATE:
SHEEP 1 OF t1
APPROVAL DOES NOTAUTIORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES,
DEPARTMENT OF DEVELOPMENT SERVICES
--
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..... "
j -
PROPOSED C
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CURB
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US 091
$ ( 4LF8 C 3tl CC
cL
— — Us PERIMETER LANDSCAPE
S 943"'E 399.16' .�
D-FW AIR FREIGHT CENTRIS �1
ADDITION
.. _.. - VOL3B8 PG 189 _._ __: -- '.. _. _.. e'SANITARY� :. ....
MRTCT SEWER LINE 4
•Lr '➢ 'i
LIGNT
INDUSTRIAL
Op
ZONING '/}I
NORTH
GRAPHIC SCALE IN FEET
0 15 30 60
LEGEND
® PROPOSED ASPHALT PAVEMENT
OPROPOSED ASPHALT MILL AND OVERLAY
PROPOSED LIGHT DUTY S' CONCRETE
PROPOSED HEAVY CUTY 7' CONCRETE
PROPOSED CONCRETE RIP -RAP
LJ EXISTING CONCRETE PAVEMENT
_ -661— PROPOSED CONTOUR
—601 -- EXISTING CONTOUR
WATERLINE
SS— SANITARY SEWER LINE
ONE— OVERHEAD ELECTRICLINE
X PROPOSED FENCE
EXISTING FENCE
FIT FIRE HYDRANTS
L6 LANDSCAPEDAREAS
CL 6' CHAIN LINK FENCE
TRAFFIC GIRCULATION DIRECTION
BUILDING DATA TABLE
EXISTING BUILDING PROROSEDSUILENNG
AREA ?SF1 AREA iSFI
OFFKE 5K8 OTTLCF I'll VEFiItEf MAINTENANCE AND REPAIR 2, 272 'XEkILLE hAINTENANCE ANDREPAIR 9,409
TOTAL 2,800 TOTAL 10,897
BUILDING HEIGHT 20 F7 BuILDINGNEiGHT 25 FT'
PARKING DATA TABLE
REQUIRED RROVIOED
_ ______ _ ___,
Rstio lspace:2DW sq.It. 2:•3 94
NOTES
y9R oytN�.�pART
26
EASY�51
14
z o D
D z = _ SO <
Z N PRWNCT
m
E DALLAS RD LOCATION
z
z D
Z
ES
N �+
n rD
D
VICINITY MAP
N.T.S.
e
BRANDON D. MIDDLETON
0 0 FSS /ONAL Y-!t
SITE DATA TABLE
EXLstlns(Sfl Site E %PSnilan {SF) FhA(SF)
2.75Acfrs s1.02ACms 177ACr2 Total
L TA i1a 790 44,431 I 1G4,221
l Li e /Ozmn S�ta<e__� _ 23% 2`.. A4 A31 tC(T4 35,131 L 22d'6
UsJH _ trk 1p 847 fiW
P Cnt ASPJ I 11293. 'A U D% 117ffi5 714d'.
P v, A 2B __ __ d 355 ? ' 41431 I 1W% 1 X16134 f 720%
I Af >us ArCO 117. }gd .8.'.; 0 Iri 12R.�2 ;!i.OM
1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS
OTHERWISE NOTED.
2. THE CONTRACTOR FOR THE PROJECT SHALL NOT PLACE
ANY PERMANENT PAVEMENT UNTIL ALL BLEEV NG FOR
ELECTRI C, GAS TELEPHONE CABLE TV SITE IRRIGATION.
OR ANY OTHER UNDERGROUND UTILITY HAS BEEN
INSTALLED IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO CONF RM THAT ALL SLEEV NG S IN
PLACE PRIOR TO PLACEMENT OF PERMANENT PAVEMENT
3, REFERENCE GENERAL NOTES AND CITY OF GRAPEVINE
STANDARD CONSTRUCTION DETAILS FOR ADDITIONAL
PAVING NOTES,
4. PRESENT USE AND PROPOSED USE VEHICLE
MAINTENANCE, FUELING WASHING, RENTAL AND LEASE
SALES
5. ALLREOUIREMENTS OFTHE CITY OFGRAPEVINE'S SOIL
EROSION CONTROL ORDINANCE SNALL BE METDURING
THE PERIOD OF CONSTRUCTION.
6. ALL ON-SITE ELECTRICAL CONDUCTORS ASSOCIATED
WITH NEW CONSTRUCTION SHALL BE LOCATED
UNDERGROUND,
7. THE PROPOSED LOT AND BOLDING EXPANSION HAS BEEN
CLOUDED,
8, BOTH THE EXISTING AND PROPOSED SITE HAVE NO
ON PREMISE MONUMENT SIGNAGE
S. BARBED WRE FENCING IS NOT ALLOWED.
CONDITIONAL USE REQUEST CU14A3 IS A REQUEST TO
ALLOW TRUCK AND TRAILER RENTAL, LEASE SALES, VEHICLE
MAINTENANCE AND FUELING.
AAatfs:. PCT the {U"Cht"0." qUs maf..In9 mYalgaan5, a N, up -sPaCr
*tat trust 15 percent of the rotalsiteis mqurmd. With thepruposrd
tmpmvement 1 ff exceed tA�e�'•(tm�'�'Cnimum Trqulrem��TrnLj�,t"vdtNTi
perttntapeP D L� �
�uN a s �o�� L.�
CASE NAME. RYDER TRUCK RENTAL
CASE NUMBER: CU1413
LOCATION' 1100 TEXAN TRAIL AND
1150 E NORTHWEST HIGHWAY
CHAIRMAN
DATE:
SHEEP 1 OF t1
APPROVAL DOES NOTAUTIORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES,
DEPARTMENT OF DEVELOPMENT SERVICES
S 943"'E 399.16' .�
D-FW AIR FREIGHT CENTRIS �1
ADDITION
.. _.. - VOL3B8 PG 189 _._ __: -- '.. _. _.. e'SANITARY� :. ....
MRTCT SEWER LINE 4
•Lr '➢ 'i
LIGNT
INDUSTRIAL
Op
ZONING '/}I
NORTH
GRAPHIC SCALE IN FEET
0 15 30 60
LEGEND
® PROPOSED ASPHALT PAVEMENT
OPROPOSED ASPHALT MILL AND OVERLAY
PROPOSED LIGHT DUTY S' CONCRETE
PROPOSED HEAVY CUTY 7' CONCRETE
PROPOSED CONCRETE RIP -RAP
LJ EXISTING CONCRETE PAVEMENT
_ -661— PROPOSED CONTOUR
—601 -- EXISTING CONTOUR
WATERLINE
SS— SANITARY SEWER LINE
ONE— OVERHEAD ELECTRICLINE
X PROPOSED FENCE
EXISTING FENCE
FIT FIRE HYDRANTS
L6 LANDSCAPEDAREAS
CL 6' CHAIN LINK FENCE
TRAFFIC GIRCULATION DIRECTION
BUILDING DATA TABLE
EXISTING BUILDING PROROSEDSUILENNG
AREA ?SF1 AREA iSFI
OFFKE 5K8 OTTLCF I'll VEFiItEf MAINTENANCE AND REPAIR 2, 272 'XEkILLE hAINTENANCE ANDREPAIR 9,409
TOTAL 2,800 TOTAL 10,897
BUILDING HEIGHT 20 F7 BuILDINGNEiGHT 25 FT'
PARKING DATA TABLE
REQUIRED RROVIOED
_ ______ _ ___,
Rstio lspace:2DW sq.It. 2:•3 94
NOTES
y9R oytN�.�pART
26
EASY�51
14
z o D
D z = _ SO <
Z N PRWNCT
m
E DALLAS RD LOCATION
z
z D
Z
ES
N �+
n rD
D
VICINITY MAP
N.T.S.
e
BRANDON D. MIDDLETON
0 0 FSS /ONAL Y-!t
SITE DATA TABLE
EXLstlns(Sfl Site E %PSnilan {SF) FhA(SF)
2.75Acfrs s1.02ACms 177ACr2 Total
L TA i1a 790 44,431 I 1G4,221
l Li e /Ozmn S�ta<e__� _ 23% 2`.. A4 A31 tC(T4 35,131 L 22d'6
UsJH _ trk 1p 847 fiW
P Cnt ASPJ I 11293. 'A U D% 117ffi5 714d'.
P v, A 2B __ __ d 355 ? ' 41431 I 1W% 1 X16134 f 720%
I Af >us ArCO 117. }gd .8.'.; 0 Iri 12R.�2 ;!i.OM
1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS
OTHERWISE NOTED.
2. THE CONTRACTOR FOR THE PROJECT SHALL NOT PLACE
ANY PERMANENT PAVEMENT UNTIL ALL BLEEV NG FOR
ELECTRI C, GAS TELEPHONE CABLE TV SITE IRRIGATION.
OR ANY OTHER UNDERGROUND UTILITY HAS BEEN
INSTALLED IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO CONF RM THAT ALL SLEEV NG S IN
PLACE PRIOR TO PLACEMENT OF PERMANENT PAVEMENT
3, REFERENCE GENERAL NOTES AND CITY OF GRAPEVINE
STANDARD CONSTRUCTION DETAILS FOR ADDITIONAL
PAVING NOTES,
4. PRESENT USE AND PROPOSED USE VEHICLE
MAINTENANCE, FUELING WASHING, RENTAL AND LEASE
SALES
5. ALLREOUIREMENTS OFTHE CITY OFGRAPEVINE'S SOIL
EROSION CONTROL ORDINANCE SNALL BE METDURING
THE PERIOD OF CONSTRUCTION.
6. ALL ON-SITE ELECTRICAL CONDUCTORS ASSOCIATED
WITH NEW CONSTRUCTION SHALL BE LOCATED
UNDERGROUND,
7. THE PROPOSED LOT AND BOLDING EXPANSION HAS BEEN
CLOUDED,
8, BOTH THE EXISTING AND PROPOSED SITE HAVE NO
ON PREMISE MONUMENT SIGNAGE
S. BARBED WRE FENCING IS NOT ALLOWED.
CONDITIONAL USE REQUEST CU14A3 IS A REQUEST TO
ALLOW TRUCK AND TRAILER RENTAL, LEASE SALES, VEHICLE
MAINTENANCE AND FUELING.
AAatfs:. PCT the {U"Cht"0." qUs maf..In9 mYalgaan5, a N, up -sPaCr
*tat trust 15 percent of the rotalsiteis mqurmd. With thepruposrd
tmpmvement 1 ff exceed tA�e�'•(tm�'�'Cnimum Trqulrem��TrnLj�,t"vdtNTi
perttntapeP D L� �
�uN a s �o�� L.�
CASE NAME. RYDER TRUCK RENTAL
CASE NUMBER: CU1413
LOCATION' 1100 TEXAN TRAIL AND
1150 E NORTHWEST HIGHWAY
CHAIRMAN
DATE:
SHEEP 1 OF t1
APPROVAL DOES NOTAUTIORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES,
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING DATA TABLE
EXISTING BUILDING PROROSEDSUILENNG
AREA ?SF1 AREA iSFI
OFFKE 5K8 OTTLCF I'll VEFiItEf MAINTENANCE AND REPAIR 2, 272 'XEkILLE hAINTENANCE ANDREPAIR 9,409
TOTAL 2,800 TOTAL 10,897
BUILDING HEIGHT 20 F7 BuILDINGNEiGHT 25 FT'
PARKING DATA TABLE
REQUIRED RROVIOED
_ ______ _ ___,
Rstio lspace:2DW sq.It. 2:•3 94
NOTES
y9R oytN�.�pART
26
EASY�51
14
z o D
D z = _ SO <
Z N PRWNCT
m
E DALLAS RD LOCATION
z
z D
Z
ES
N �+
n rD
D
VICINITY MAP
N.T.S.
e
BRANDON D. MIDDLETON
0 0 FSS /ONAL Y-!t
SITE DATA TABLE
EXLstlns(Sfl Site E %PSnilan {SF) FhA(SF)
2.75Acfrs s1.02ACms 177ACr2 Total
L TA i1a 790 44,431 I 1G4,221
l Li e /Ozmn S�ta<e__� _ 23% 2`.. A4 A31 tC(T4 35,131 L 22d'6
UsJH _ trk 1p 847 fiW
P Cnt ASPJ I 11293. 'A U D% 117ffi5 714d'.
P v, A 2B __ __ d 355 ? ' 41431 I 1W% 1 X16134 f 720%
I Af >us ArCO 117. }gd .8.'.; 0 Iri 12R.�2 ;!i.OM
1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS
OTHERWISE NOTED.
2. THE CONTRACTOR FOR THE PROJECT SHALL NOT PLACE
ANY PERMANENT PAVEMENT UNTIL ALL BLEEV NG FOR
ELECTRI C, GAS TELEPHONE CABLE TV SITE IRRIGATION.
OR ANY OTHER UNDERGROUND UTILITY HAS BEEN
INSTALLED IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO CONF RM THAT ALL SLEEV NG S IN
PLACE PRIOR TO PLACEMENT OF PERMANENT PAVEMENT
3, REFERENCE GENERAL NOTES AND CITY OF GRAPEVINE
STANDARD CONSTRUCTION DETAILS FOR ADDITIONAL
PAVING NOTES,
4. PRESENT USE AND PROPOSED USE VEHICLE
MAINTENANCE, FUELING WASHING, RENTAL AND LEASE
SALES
5. ALLREOUIREMENTS OFTHE CITY OFGRAPEVINE'S SOIL
EROSION CONTROL ORDINANCE SNALL BE METDURING
THE PERIOD OF CONSTRUCTION.
6. ALL ON-SITE ELECTRICAL CONDUCTORS ASSOCIATED
WITH NEW CONSTRUCTION SHALL BE LOCATED
UNDERGROUND,
7. THE PROPOSED LOT AND BOLDING EXPANSION HAS BEEN
CLOUDED,
8, BOTH THE EXISTING AND PROPOSED SITE HAVE NO
ON PREMISE MONUMENT SIGNAGE
S. BARBED WRE FENCING IS NOT ALLOWED.
CONDITIONAL USE REQUEST CU14A3 IS A REQUEST TO
ALLOW TRUCK AND TRAILER RENTAL, LEASE SALES, VEHICLE
MAINTENANCE AND FUELING.
AAatfs:. PCT the {U"Cht"0." qUs maf..In9 mYalgaan5, a N, up -sPaCr
*tat trust 15 percent of the rotalsiteis mqurmd. With thepruposrd
tmpmvement 1 ff exceed tA�e�'•(tm�'�'Cnimum Trqulrem��TrnLj�,t"vdtNTi
perttntapeP D L� �
�uN a s �o�� L.�
CASE NAME. RYDER TRUCK RENTAL
CASE NUMBER: CU1413
LOCATION' 1100 TEXAN TRAIL AND
1150 E NORTHWEST HIGHWAY
CHAIRMAN
DATE:
SHEEP 1 OF t1
APPROVAL DOES NOTAUTIORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES,
DEPARTMENT OF DEVELOPMENT SERVICES
PARKING DATA TABLE
REQUIRED RROVIOED
_ ______ _ ___,
Rstio lspace:2DW sq.It. 2:•3 94
NOTES
y9R oytN�.�pART
26
EASY�51
14
z o D
D z = _ SO <
Z N PRWNCT
m
E DALLAS RD LOCATION
z
z D
Z
ES
N �+
n rD
D
VICINITY MAP
N.T.S.
e
BRANDON D. MIDDLETON
0 0 FSS /ONAL Y-!t
SITE DATA TABLE
EXLstlns(Sfl Site E %PSnilan {SF) FhA(SF)
2.75Acfrs s1.02ACms 177ACr2 Total
L TA i1a 790 44,431 I 1G4,221
l Li e /Ozmn S�ta<e__� _ 23% 2`.. A4 A31 tC(T4 35,131 L 22d'6
UsJH _ trk 1p 847 fiW
P Cnt ASPJ I 11293. 'A U D% 117ffi5 714d'.
P v, A 2B __ __ d 355 ? ' 41431 I 1W% 1 X16134 f 720%
I Af >us ArCO 117. }gd .8.'.; 0 Iri 12R.�2 ;!i.OM
1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS
OTHERWISE NOTED.
2. THE CONTRACTOR FOR THE PROJECT SHALL NOT PLACE
ANY PERMANENT PAVEMENT UNTIL ALL BLEEV NG FOR
ELECTRI C, GAS TELEPHONE CABLE TV SITE IRRIGATION.
OR ANY OTHER UNDERGROUND UTILITY HAS BEEN
INSTALLED IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO CONF RM THAT ALL SLEEV NG S IN
PLACE PRIOR TO PLACEMENT OF PERMANENT PAVEMENT
3, REFERENCE GENERAL NOTES AND CITY OF GRAPEVINE
STANDARD CONSTRUCTION DETAILS FOR ADDITIONAL
PAVING NOTES,
4. PRESENT USE AND PROPOSED USE VEHICLE
MAINTENANCE, FUELING WASHING, RENTAL AND LEASE
SALES
5. ALLREOUIREMENTS OFTHE CITY OFGRAPEVINE'S SOIL
EROSION CONTROL ORDINANCE SNALL BE METDURING
THE PERIOD OF CONSTRUCTION.
6. ALL ON-SITE ELECTRICAL CONDUCTORS ASSOCIATED
WITH NEW CONSTRUCTION SHALL BE LOCATED
UNDERGROUND,
7. THE PROPOSED LOT AND BOLDING EXPANSION HAS BEEN
CLOUDED,
8, BOTH THE EXISTING AND PROPOSED SITE HAVE NO
ON PREMISE MONUMENT SIGNAGE
S. BARBED WRE FENCING IS NOT ALLOWED.
CONDITIONAL USE REQUEST CU14A3 IS A REQUEST TO
ALLOW TRUCK AND TRAILER RENTAL, LEASE SALES, VEHICLE
MAINTENANCE AND FUELING.
AAatfs:. PCT the {U"Cht"0." qUs maf..In9 mYalgaan5, a N, up -sPaCr
*tat trust 15 percent of the rotalsiteis mqurmd. With thepruposrd
tmpmvement 1 ff exceed tA�e�'•(tm�'�'Cnimum Trqulrem��TrnLj�,t"vdtNTi
perttntapeP D L� �
�uN a s �o�� L.�
CASE NAME. RYDER TRUCK RENTAL
CASE NUMBER: CU1413
LOCATION' 1100 TEXAN TRAIL AND
1150 E NORTHWEST HIGHWAY
CHAIRMAN
DATE:
SHEEP 1 OF t1
APPROVAL DOES NOTAUTIORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES,
DEPARTMENT OF DEVELOPMENT SERVICES
1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS
OTHERWISE NOTED.
2. THE CONTRACTOR FOR THE PROJECT SHALL NOT PLACE
ANY PERMANENT PAVEMENT UNTIL ALL BLEEV NG FOR
ELECTRI C, GAS TELEPHONE CABLE TV SITE IRRIGATION.
OR ANY OTHER UNDERGROUND UTILITY HAS BEEN
INSTALLED IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO CONF RM THAT ALL SLEEV NG S IN
PLACE PRIOR TO PLACEMENT OF PERMANENT PAVEMENT
3, REFERENCE GENERAL NOTES AND CITY OF GRAPEVINE
STANDARD CONSTRUCTION DETAILS FOR ADDITIONAL
PAVING NOTES,
4. PRESENT USE AND PROPOSED USE VEHICLE
MAINTENANCE, FUELING WASHING, RENTAL AND LEASE
SALES
5. ALLREOUIREMENTS OFTHE CITY OFGRAPEVINE'S SOIL
EROSION CONTROL ORDINANCE SNALL BE METDURING
THE PERIOD OF CONSTRUCTION.
6. ALL ON-SITE ELECTRICAL CONDUCTORS ASSOCIATED
WITH NEW CONSTRUCTION SHALL BE LOCATED
UNDERGROUND,
7. THE PROPOSED LOT AND BOLDING EXPANSION HAS BEEN
CLOUDED,
8, BOTH THE EXISTING AND PROPOSED SITE HAVE NO
ON PREMISE MONUMENT SIGNAGE
S. BARBED WRE FENCING IS NOT ALLOWED.
CONDITIONAL USE REQUEST CU14A3 IS A REQUEST TO
ALLOW TRUCK AND TRAILER RENTAL, LEASE SALES, VEHICLE
MAINTENANCE AND FUELING.
AAatfs:. PCT the {U"Cht"0." qUs maf..In9 mYalgaan5, a N, up -sPaCr
*tat trust 15 percent of the rotalsiteis mqurmd. With thepruposrd
tmpmvement 1 ff exceed tA�e�'•(tm�'�'Cnimum Trqulrem��TrnLj�,t"vdtNTi
perttntapeP D L� �
�uN a s �o�� L.�
CASE NAME. RYDER TRUCK RENTAL
CASE NUMBER: CU1413
LOCATION' 1100 TEXAN TRAIL AND
1150 E NORTHWEST HIGHWAY
CHAIRMAN
DATE:
SHEEP 1 OF t1
APPROVAL DOES NOTAUTIORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES,
DEPARTMENT OF DEVELOPMENT SERVICES
3
3
K'
s �
o
p o
_ O w
Y 3
YYa'a u
aid s
s"c8
A
I
s' e
P .K_
r`
f L:L
>jj rt
l ry.
/1�--
91MOdI 0. YUll1EI0t1
� � NORTH
r
rpwl 1c�`
oaz9na
CASE NAME:
CASE NUMBER'
LOCATION:
MAYOR CRETARY
DATE:
PLANNING AND MISSION
DATESHEET: APPROVAL DOERIZE ANY WO RK IN CONFLIODES OR DEPARTMENT OF DEVRVICES
GRAPHIC SCALE IN FEET
0 15 30 60
LEGEND
DIG TESS
-- 545 --
EXISTING CONTOUR
S3S-
PROPOSED CONTOUR
TOP OF GROUND OR PROPSED GRADE
ME
MATCH EXISTING
TC
TOP OF CURB
GENERAL NOTES
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
THESE PLANS AND THE CITY OF GRAPEVINE
STANDARDS AND SPECIFICATIONS.
2. PRIOR TO STARTING CONSTRUCTION, THE
CONTRACTOR SHALL MAKE CERTAIN THAT ALL
REQUIRED PERMITS AND APPROVALS HAVE BEEN
OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL
BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND
THOROUGHLY REVIEWED ALL PLANS AND OTHER
DOCUMENTS APPROVED BY ALL OF THE PERMITTING
AUTHORITIES.
3. BARRICADING, TRAFFIC CONTROL, AND PROJECT SIGNS
SHALL CONFORM TO "STATE DEPARTMENT OF
HIGHWAYS AND PUBLIC TRANSPORTATION
BARRICADINGAND CONSTRUCTIONSTANDARDS"AND
THE CITY OF GRAPEVINE SPECIFICATIONS.
4. THE GENERAL CONTRACTOR AND ALL
SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF
ALL EXISTING AND PROPOSED SITE CONDITIONS
INCLUDING GRADES AND DIMENSIONS BEFORE
COMMENCEMENT OF ANY CONSTRUCTION. THE
ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY
DISCREPANCIES. MINOR ADJUSTMENTS TO FINISH
GRADE TO ACCOMPLISH SPOT DRAINAGE ARE
ACCEPTABLE. IF NECESSARY. UPON PRIOR APPROVAL
OF ENGINEER. PAVING INSTALLED SHALL "FLUSH OUT'
AT ANY JUNCTURE WITH EXISTING PAVING.
5. THE LOCATIONS OF UNDERGROUND UTILITIES SHOW N
ON THIS PLAN ARE BASED ON FIELD SURVEYS AND
LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE
CONTRACTORS FULL RESPONSIBILITY TO CONTACT
THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR
UTILITIES PRIOR TO STARTING CONSTRUCTION.
6. CONTRACTOR SHALL VERIFY ALL EXISTING INVERTS
AND RIM ELEVATIONS PRIOR TO CONSTRUCTION.
T. ALL PROPOSED CONTOURS ARE APPROXIMATE.
PROPOSED SPOT ELEVATIONS AND DESIGNATED
GRADIENT ARE TO BE USED IN THE EVENT OF ANY
DISCREPANCIES.
8. REF ER TO DIMENSION CONTROL PLAN AND FINAL PLAT
FOR HORIZONTAL DIMENSIONS.
9. PARKING GRADES ARE TOP OF PAVEMENT UNLESS
OTHERWISE NOTED. ADD 0.5' TO TOP OF PAVEMENT
GRADES FDR TOP OF CURB ELEVATION$.
10. REFER TO LANDSCAPE PLANS FOR GRADING OUTSIDE
OF PAVEMENT AREAS. AND FOR DETAIL GRADING FOR
BUILDING ACCESS AND SIDEWALKS
IT.— RTOSTORM SEWER PLANS FOR INLETSIZEAND
LOCATION.
12. REFER TO EROSION CONTROL PLAN FOR EROSION
CONTROL DEVICES TO BE INSTALLED PRIOR TO
COMMENCING GRADING OPERATIONS.
13. REFERTO LANDSCAPE PLANS FOR TREE
PRESERVATION AND MITIGATION OF EXISTING TREES.
10. ALL VEGETATION SHALL BE CLEARED AND GRUBBED
FOR ALL AREAS TO BE DISTURBED.
STOP!
CAILBEFORB YOU DIG
0
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0
u
SHEET NUMBER
a
0
K
o
DIG TESS
1 -800- DIG -TESS
(@ least 72 hours prior to digging)
CAUTION
EXISTING UNDERGROUND
UTILITIES. cormucroR TD
RENCn MARK LIST
VERIFY EXACT LOCATION
PRIORTO ANY TRENCHING
6MC1 Site B...hnn,kCross cut on southwest COfnef of inlet
OR EXCAVATION.
on the south sd. of East Dallas Road and 225 feet east Of
Texan Tail
El—= 612.26
0
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Q
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0
u
SHEET NUMBER
a
0
K
o
a
pd NORTH
GRAPHIC SCALE IN FEET
8 0 20 40 BO
T/
a
r-
L
N
f
m�
0 6
$ o
S�
E
f
I
1 e (
t{ 1 n1A arts pMreso
boo/ � ♦ t
♦ � � f d
ro /t � sMSH�i�m � ■i
=e
_1A_ /N4 6061
/ ...
rf {fir R,
� I RYDER
° DRT r`f _
( I111111,L�
H
o ^' � 1,f I i 0, 0, �.�.
fb ®� I
/ _ a
\` R
J! f1d o 6e FL<
659-49'43"E 3W.11T
HYDRAULIC CALCULATIONS
Rofeet: RYder Grapevne Drainage Anaysis
Locaff— Gapevine, Tx
Oak . a30,1201410:0.
/
PE
z4 R
Q 2.551.
30" S.D.
LINE "B"
5�=
Xs
.WA '�,
24" S.D.
r EL
EXISTIN
D i 30" S.D.
it LINE "B"
n
MN NMI
Notes: 1. The Starting HGL for the existing S.D. Line 9located xlthin Texan Trail xas assumed at the top of pipe for the 66" RCP at the connection of the box culvert.
2. All drainage auras shone outside of the proposed Ryderproperty are based on TxDOT SS114L plan set number SIP 2005(125)MM dated September 2004.
3. Inlet computations are based on TxDOT 6S114L plan set number STP 2005(125)MM dated September 2004 sheet 94.
4. Stain system Within Texan T it xis designed to carry the 10 year storm event underground within the pipe with the 100 year storm event contained swthin the dght- o/ -aay section.
5. The increased runoff Dom drainage area 83 has no, adverse impact to downstream property owners as the 10 year storm event in still contained with the underground pipe, and Texan Trail has the available capacity to handle a additional 1.02 cis increase
ENEENNEMME
1111111®1' II`!R :r��ll®' ��• ®�r�r�III�®
�®' 11�ll�llllllr�®' 111 ®lllva�'dL'�1111�®
:Note fi bnghytl I g- OC ns,rb ,n5H2l4,,Pnm3,P2uub( )llm
913012004 Thstemy,e, Witin Tex . nTmff desfgn,du,!,grDOT ten „h,weverbulhhR
�CftyAfG,,pc,I,D and TDOTb Muse TP40fr the inte
MMEMMEEMMM
I`�II�IIIdJIIIIrS��ll®'� II�® LIII®r��' ®�1�IIIIII/I'6'�
IIIIIIIII�II�w.a�IIIsA: r111111!•ll®�' II� ® ®IIIII�IIIIII''1h��
llll�ll�IIRR. rt•111�111��' 111 ®�111�1111[i�
Nate: u nagearea usanveasea In slzefmm a.vn aaesmr.ar acrrs"urmmare ucw,urc
topogmphiz information. 1n atldibory area B3A was split ro show ojj ire runoffcvrrently ronve)•ed M Me
Rydersin,
INI FT IN qI IMP (1 no Yr)
0111•IJ
• t
X
VICINITY MAP ,
N.T.S. alAt0010.1�A01ETGN
100185
GENERALNOTES
1. SYGTEM SHOWN PI PRELIMINARY ANO GUBJECT TO REVISION AT TIME Cf
DESIGN AND FINAL PLAT.
2. SEE PRELIMINARY PLAT AND PRELIMINARY UTILITY PLANS FOR
ADDITIONAL PROJECT INFORMATION.
DRAINAGE DESIGN CRITERIA
DIED = CI'A
O = FLOW IN CUBIC FEET PER SECOND (CFS)
C = RUNOFF COEFFICIENT = 0.80 (LIGHT INDUSTRIAL)
I = INTENSITY (INIHR)
I(5—R) =8.82
(100 YEAR) =11.55
A = DRAINAGE AREA IN ACRES
Area of Grate Capacity of Grate percent Q100
Inlet No. Flow (Q) Depth of Flow Captured by
Opening Inlet Inlet
cfs ft (it,) cfs
1 3.51 0.25 6.29 16.90 100%
Note. Per5H114BUSme555TP2005 (1Z5)MMPlans aot 91JD /duua,atxuvttyp - temer wo sea mmooreomgrorr vPernny a)oa»r
Given Me depth of flow, the gmte inlet eapanry in o sump was enlealoted using the Onfio, Eq bon (Q4
WYF IN[ FT IN SUMP (100 Yr)
Length of Inlet Capacity of Inlet per Percent Q100
Inlet No. Flow (Q) Depth of Flow Opening Foot of Length Captured by
Inlet
cfs ft (ft) cfs
2 40.93 1.00 16 48.00 100
Note: Given [he tlepM ofjlow, Me wye lnle[mpaury in a sump was mnvlarea using me vveo cquonon Iualn / "a.�).
LEGEND
X -1 AREA DESIGNATOR
1.D0 ac AREA IN ACRES
.r PROPERTY LINE
_ — — — — — — q PROPOSED DRAINAGE DIVIDE
r PROPOSED FLOW DIRECTION
---- -iii— EXISTING OVERHEAD POWER LINE
-- V -- EXISTING WATER LINE
--" a -® EXISTING SANITARY SEWER LINE
EXISTING STORM DRAIN LINE
m EXISTING POWER POLE
EXISTING FIRE HYDRANT
p EXISTING WATER METER
0 EXISTING SANITARY SEWER MANHOLE
-- -- 600 ---- EXISTING CONTOUR
600— PROPOSED CONTOUR
MfL1�IMY;.,
CASE NAME: RYDER TRUCK RENTAL
CASE NUMBER: CUA-13
LOCATION: 1100 TEN TRAIL AND
1150 E NORTHWEST HIGHWAY
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 3 OF 11
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
PRB1A4EVARY DRAMGE PLAN
JIM
111>mt aflfSMirAr. Plc
uw7II1aw2R=A n*,tz4om3nw=j wr
emu UMIXWBOVIEM .
11Q0®�Rir L ®'➢�GfL
a>m111111 z”
Eddtr' ■ ItAIIAOAD�VSl,AIllfAl.TI1!
OMWORAFRI TINUMMCOCIIIIff.'11�A11
Oweas:
Ryd., Torah Rental, Inc. 0— Family I— nimonlc Ltd
1 Jefkrson BNd. 300E Gent, RJ
W amick, RI D2888 Irving, TX 11D62 -0513
SURVEYOR ENOINEPR
s
Lane's Som -, Surveying Bol Ch HOm ant As11"is
2115 Motley Drive. Guile B 601 Cherry Sl. Unit 1 i, Suite 950
Tesg97Z) TX 15150 Fan (81 ) 3 x 56102
Tel: (952) 6 Ishe O.nte : B.n L511
Contact: Jim Lana Contact Brantlan Mitltllaton, P.E.
_ - - EASwt� "xcrAt�
\ 11
t �
� 1
_1A_ /N4 6061
/ ...
rf {fir R,
� I RYDER
° DRT r`f _
( I111111,L�
H
o ^' � 1,f I i 0, 0, �.�.
fb ®� I
/ _ a
\` R
J! f1d o 6e FL<
659-49'43"E 3W.11T
HYDRAULIC CALCULATIONS
Rofeet: RYder Grapevne Drainage Anaysis
Locaff— Gapevine, Tx
Oak . a30,1201410:0.
/
PE
z4 R
Q 2.551.
30" S.D.
LINE "B"
5�=
Xs
.WA '�,
24" S.D.
r EL
EXISTIN
D i 30" S.D.
it LINE "B"
n
MN NMI
Notes: 1. The Starting HGL for the existing S.D. Line 9located xlthin Texan Trail xas assumed at the top of pipe for the 66" RCP at the connection of the box culvert.
2. All drainage auras shone outside of the proposed Ryderproperty are based on TxDOT SS114L plan set number SIP 2005(125)MM dated September 2004.
3. Inlet computations are based on TxDOT 6S114L plan set number STP 2005(125)MM dated September 2004 sheet 94.
4. Stain system Within Texan T it xis designed to carry the 10 year storm event underground within the pipe with the 100 year storm event contained swthin the dght- o/ -aay section.
5. The increased runoff Dom drainage area 83 has no, adverse impact to downstream property owners as the 10 year storm event in still contained with the underground pipe, and Texan Trail has the available capacity to handle a additional 1.02 cis increase
ENEENNEMME
1111111®1' II`!R :r��ll®' ��• ®�r�r�III�®
�®' 11�ll�llllllr�®' 111 ®lllva�'dL'�1111�®
:Note fi bnghytl I g- OC ns,rb ,n5H2l4,,Pnm3,P2uub( )llm
913012004 Thstemy,e, Witin Tex . nTmff desfgn,du,!,grDOT ten „h,weverbulhhR
�CftyAfG,,pc,I,D and TDOTb Muse TP40fr the inte
MMEMMEEMMM
I`�II�IIIdJIIIIrS��ll®'� II�® LIII®r��' ®�1�IIIIII/I'6'�
IIIIIIIII�II�w.a�IIIsA: r111111!•ll®�' II� ® ®IIIII�IIIIII''1h��
llll�ll�IIRR. rt•111�111��' 111 ®�111�1111[i�
Nate: u nagearea usanveasea In slzefmm a.vn aaesmr.ar acrrs"urmmare ucw,urc
topogmphiz information. 1n atldibory area B3A was split ro show ojj ire runoffcvrrently ronve)•ed M Me
Rydersin,
INI FT IN qI IMP (1 no Yr)
0111•IJ
• t
X
VICINITY MAP ,
N.T.S. alAt0010.1�A01ETGN
100185
GENERALNOTES
1. SYGTEM SHOWN PI PRELIMINARY ANO GUBJECT TO REVISION AT TIME Cf
DESIGN AND FINAL PLAT.
2. SEE PRELIMINARY PLAT AND PRELIMINARY UTILITY PLANS FOR
ADDITIONAL PROJECT INFORMATION.
DRAINAGE DESIGN CRITERIA
DIED = CI'A
O = FLOW IN CUBIC FEET PER SECOND (CFS)
C = RUNOFF COEFFICIENT = 0.80 (LIGHT INDUSTRIAL)
I = INTENSITY (INIHR)
I(5—R) =8.82
(100 YEAR) =11.55
A = DRAINAGE AREA IN ACRES
Area of Grate Capacity of Grate percent Q100
Inlet No. Flow (Q) Depth of Flow Captured by
Opening Inlet Inlet
cfs ft (it,) cfs
1 3.51 0.25 6.29 16.90 100%
Note. Per5H114BUSme555TP2005 (1Z5)MMPlans aot 91JD /duua,atxuvttyp - temer wo sea mmooreomgrorr vPernny a)oa»r
Given Me depth of flow, the gmte inlet eapanry in o sump was enlealoted using the Onfio, Eq bon (Q4
WYF IN[ FT IN SUMP (100 Yr)
Length of Inlet Capacity of Inlet per Percent Q100
Inlet No. Flow (Q) Depth of Flow Opening Foot of Length Captured by
Inlet
cfs ft (ft) cfs
2 40.93 1.00 16 48.00 100
Note: Given [he tlepM ofjlow, Me wye lnle[mpaury in a sump was mnvlarea using me vveo cquonon Iualn / "a.�).
LEGEND
X -1 AREA DESIGNATOR
1.D0 ac AREA IN ACRES
.r PROPERTY LINE
_ — — — — — — q PROPOSED DRAINAGE DIVIDE
r PROPOSED FLOW DIRECTION
---- -iii— EXISTING OVERHEAD POWER LINE
-- V -- EXISTING WATER LINE
--" a -® EXISTING SANITARY SEWER LINE
EXISTING STORM DRAIN LINE
m EXISTING POWER POLE
EXISTING FIRE HYDRANT
p EXISTING WATER METER
0 EXISTING SANITARY SEWER MANHOLE
-- -- 600 ---- EXISTING CONTOUR
600— PROPOSED CONTOUR
MfL1�IMY;.,
CASE NAME: RYDER TRUCK RENTAL
CASE NUMBER: CUA-13
LOCATION: 1100 TEN TRAIL AND
1150 E NORTHWEST HIGHWAY
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 3 OF 11
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
PRB1A4EVARY DRAMGE PLAN
JIM
111>mt aflfSMirAr. Plc
uw7II1aw2R=A n*,tz4om3nw=j wr
emu UMIXWBOVIEM .
11Q0®�Rir L ®'➢�GfL
a>m111111 z”
Eddtr' ■ ItAIIAOAD�VSl,AIllfAl.TI1!
OMWORAFRI TINUMMCOCIIIIff.'11�A11
Oweas:
Ryd., Torah Rental, Inc. 0— Family I— nimonlc Ltd
1 Jefkrson BNd. 300E Gent, RJ
W amick, RI D2888 Irving, TX 11D62 -0513
SURVEYOR ENOINEPR
s
Lane's Som -, Surveying Bol Ch HOm ant As11"is
2115 Motley Drive. Guile B 601 Cherry Sl. Unit 1 i, Suite 950
Tesg97Z) TX 15150 Fan (81 ) 3 x 56102
Tel: (952) 6 Ishe O.nte : B.n L511
Contact: Jim Lana Contact Brantlan Mitltllaton, P.E.
Notes: 1. The Starting HGL for the existing S.D. Line 9located xlthin Texan Trail xas assumed at the top of pipe for the 66" RCP at the connection of the box culvert.
2. All drainage auras shone outside of the proposed Ryderproperty are based on TxDOT SS114L plan set number SIP 2005(125)MM dated September 2004.
3. Inlet computations are based on TxDOT 6S114L plan set number STP 2005(125)MM dated September 2004 sheet 94.
4. Stain system Within Texan T it xis designed to carry the 10 year storm event underground within the pipe with the 100 year storm event contained swthin the dght- o/ -aay section.
5. The increased runoff Dom drainage area 83 has no, adverse impact to downstream property owners as the 10 year storm event in still contained with the underground pipe, and Texan Trail has the available capacity to handle a additional 1.02 cis increase
ENEENNEMME
1111111®1' II`!R :r��ll®' ��• ®�r�r�III�®
�®' 11�ll�llllllr�®' 111 ®lllva�'dL'�1111�®
:Note fi bnghytl I g- OC ns,rb ,n5H2l4,,Pnm3,P2uub( )llm
913012004 Thstemy,e, Witin Tex . nTmff desfgn,du,!,grDOT ten „h,weverbulhhR
�CftyAfG,,pc,I,D and TDOTb Muse TP40fr the inte
MMEMMEEMMM
I`�II�IIIdJIIIIrS��ll®'� II�® LIII®r��' ®�1�IIIIII/I'6'�
IIIIIIIII�II�w.a�IIIsA: r111111!•ll®�' II� ® ®IIIII�IIIIII''1h��
llll�ll�IIRR. rt•111�111��' 111 ®�111�1111[i�
Nate: u nagearea usanveasea In slzefmm a.vn aaesmr.ar acrrs"urmmare ucw,urc
topogmphiz information. 1n atldibory area B3A was split ro show ojj ire runoffcvrrently ronve)•ed M Me
Rydersin,
INI FT IN qI IMP (1 no Yr)
0111•IJ
• t
X
VICINITY MAP ,
N.T.S. alAt0010.1�A01ETGN
100185
GENERALNOTES
1. SYGTEM SHOWN PI PRELIMINARY ANO GUBJECT TO REVISION AT TIME Cf
DESIGN AND FINAL PLAT.
2. SEE PRELIMINARY PLAT AND PRELIMINARY UTILITY PLANS FOR
ADDITIONAL PROJECT INFORMATION.
DRAINAGE DESIGN CRITERIA
DIED = CI'A
O = FLOW IN CUBIC FEET PER SECOND (CFS)
C = RUNOFF COEFFICIENT = 0.80 (LIGHT INDUSTRIAL)
I = INTENSITY (INIHR)
I(5—R) =8.82
(100 YEAR) =11.55
A = DRAINAGE AREA IN ACRES
Area of Grate Capacity of Grate percent Q100
Inlet No. Flow (Q) Depth of Flow Captured by
Opening Inlet Inlet
cfs ft (it,) cfs
1 3.51 0.25 6.29 16.90 100%
Note. Per5H114BUSme555TP2005 (1Z5)MMPlans aot 91JD /duua,atxuvttyp - temer wo sea mmooreomgrorr vPernny a)oa»r
Given Me depth of flow, the gmte inlet eapanry in o sump was enlealoted using the Onfio, Eq bon (Q4
WYF IN[ FT IN SUMP (100 Yr)
Length of Inlet Capacity of Inlet per Percent Q100
Inlet No. Flow (Q) Depth of Flow Opening Foot of Length Captured by
Inlet
cfs ft (ft) cfs
2 40.93 1.00 16 48.00 100
Note: Given [he tlepM ofjlow, Me wye lnle[mpaury in a sump was mnvlarea using me vveo cquonon Iualn / "a.�).
LEGEND
X -1 AREA DESIGNATOR
1.D0 ac AREA IN ACRES
.r PROPERTY LINE
_ — — — — — — q PROPOSED DRAINAGE DIVIDE
r PROPOSED FLOW DIRECTION
---- -iii— EXISTING OVERHEAD POWER LINE
-- V -- EXISTING WATER LINE
--" a -® EXISTING SANITARY SEWER LINE
EXISTING STORM DRAIN LINE
m EXISTING POWER POLE
EXISTING FIRE HYDRANT
p EXISTING WATER METER
0 EXISTING SANITARY SEWER MANHOLE
-- -- 600 ---- EXISTING CONTOUR
600— PROPOSED CONTOUR
MfL1�IMY;.,
CASE NAME: RYDER TRUCK RENTAL
CASE NUMBER: CUA-13
LOCATION: 1100 TEN TRAIL AND
1150 E NORTHWEST HIGHWAY
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 3 OF 11
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
PRB1A4EVARY DRAMGE PLAN
JIM
111>mt aflfSMirAr. Plc
uw7II1aw2R=A n*,tz4om3nw=j wr
emu UMIXWBOVIEM .
11Q0®�Rir L ®'➢�GfL
a>m111111 z”
Eddtr' ■ ItAIIAOAD�VSl,AIllfAl.TI1!
OMWORAFRI TINUMMCOCIIIIff.'11�A11
Oweas:
Ryd., Torah Rental, Inc. 0— Family I— nimonlc Ltd
1 Jefkrson BNd. 300E Gent, RJ
W amick, RI D2888 Irving, TX 11D62 -0513
SURVEYOR ENOINEPR
s
Lane's Som -, Surveying Bol Ch HOm ant As11"is
2115 Motley Drive. Guile B 601 Cherry Sl. Unit 1 i, Suite 950
Tesg97Z) TX 15150 Fan (81 ) 3 x 56102
Tel: (952) 6 Ishe O.nte : B.n L511
Contact: Jim Lana Contact Brantlan Mitltllaton, P.E.
:Note fi bnghytl I g- OC ns,rb ,n5H2l4,,Pnm3,P2uub( )llm
913012004 Thstemy,e, Witin Tex . nTmff desfgn,du,!,grDOT ten „h,weverbulhhR
�CftyAfG,,pc,I,D and TDOTb Muse TP40fr the inte
MMEMMEEMMM
I`�II�IIIdJIIIIrS��ll®'� II�® LIII®r��' ®�1�IIIIII/I'6'�
IIIIIIIII�II�w.a�IIIsA: r111111!•ll®�' II� ® ®IIIII�IIIIII''1h��
llll�ll�IIRR. rt•111�111��' 111 ®�111�1111[i�
Nate: u nagearea usanveasea In slzefmm a.vn aaesmr.ar acrrs"urmmare ucw,urc
topogmphiz information. 1n atldibory area B3A was split ro show ojj ire runoffcvrrently ronve)•ed M Me
Rydersin,
INI FT IN qI IMP (1 no Yr)
0111•IJ
• t
X
VICINITY MAP ,
N.T.S. alAt0010.1�A01ETGN
100185
GENERALNOTES
1. SYGTEM SHOWN PI PRELIMINARY ANO GUBJECT TO REVISION AT TIME Cf
DESIGN AND FINAL PLAT.
2. SEE PRELIMINARY PLAT AND PRELIMINARY UTILITY PLANS FOR
ADDITIONAL PROJECT INFORMATION.
DRAINAGE DESIGN CRITERIA
DIED = CI'A
O = FLOW IN CUBIC FEET PER SECOND (CFS)
C = RUNOFF COEFFICIENT = 0.80 (LIGHT INDUSTRIAL)
I = INTENSITY (INIHR)
I(5—R) =8.82
(100 YEAR) =11.55
A = DRAINAGE AREA IN ACRES
Area of Grate Capacity of Grate percent Q100
Inlet No. Flow (Q) Depth of Flow Captured by
Opening Inlet Inlet
cfs ft (it,) cfs
1 3.51 0.25 6.29 16.90 100%
Note. Per5H114BUSme555TP2005 (1Z5)MMPlans aot 91JD /duua,atxuvttyp - temer wo sea mmooreomgrorr vPernny a)oa»r
Given Me depth of flow, the gmte inlet eapanry in o sump was enlealoted using the Onfio, Eq bon (Q4
WYF IN[ FT IN SUMP (100 Yr)
Length of Inlet Capacity of Inlet per Percent Q100
Inlet No. Flow (Q) Depth of Flow Opening Foot of Length Captured by
Inlet
cfs ft (ft) cfs
2 40.93 1.00 16 48.00 100
Note: Given [he tlepM ofjlow, Me wye lnle[mpaury in a sump was mnvlarea using me vveo cquonon Iualn / "a.�).
LEGEND
X -1 AREA DESIGNATOR
1.D0 ac AREA IN ACRES
.r PROPERTY LINE
_ — — — — — — q PROPOSED DRAINAGE DIVIDE
r PROPOSED FLOW DIRECTION
---- -iii— EXISTING OVERHEAD POWER LINE
-- V -- EXISTING WATER LINE
--" a -® EXISTING SANITARY SEWER LINE
EXISTING STORM DRAIN LINE
m EXISTING POWER POLE
EXISTING FIRE HYDRANT
p EXISTING WATER METER
0 EXISTING SANITARY SEWER MANHOLE
-- -- 600 ---- EXISTING CONTOUR
600— PROPOSED CONTOUR
MfL1�IMY;.,
CASE NAME: RYDER TRUCK RENTAL
CASE NUMBER: CUA-13
LOCATION: 1100 TEN TRAIL AND
1150 E NORTHWEST HIGHWAY
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 3 OF 11
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
PRB1A4EVARY DRAMGE PLAN
JIM
111>mt aflfSMirAr. Plc
uw7II1aw2R=A n*,tz4om3nw=j wr
emu UMIXWBOVIEM .
11Q0®�Rir L ®'➢�GfL
a>m111111 z”
Eddtr' ■ ItAIIAOAD�VSl,AIllfAl.TI1!
OMWORAFRI TINUMMCOCIIIIff.'11�A11
Oweas:
Ryd., Torah Rental, Inc. 0— Family I— nimonlc Ltd
1 Jefkrson BNd. 300E Gent, RJ
W amick, RI D2888 Irving, TX 11D62 -0513
SURVEYOR ENOINEPR
s
Lane's Som -, Surveying Bol Ch HOm ant As11"is
2115 Motley Drive. Guile B 601 Cherry Sl. Unit 1 i, Suite 950
Tesg97Z) TX 15150 Fan (81 ) 3 x 56102
Tel: (952) 6 Ishe O.nte : B.n L511
Contact: Jim Lana Contact Brantlan Mitltllaton, P.E.
Nate: u nagearea usanveasea In slzefmm a.vn aaesmr.ar acrrs"urmmare ucw,urc
topogmphiz information. 1n atldibory area B3A was split ro show ojj ire runoffcvrrently ronve)•ed M Me
Rydersin,
INI FT IN qI IMP (1 no Yr)
0111•IJ
• t
X
VICINITY MAP ,
N.T.S. alAt0010.1�A01ETGN
100185
GENERALNOTES
1. SYGTEM SHOWN PI PRELIMINARY ANO GUBJECT TO REVISION AT TIME Cf
DESIGN AND FINAL PLAT.
2. SEE PRELIMINARY PLAT AND PRELIMINARY UTILITY PLANS FOR
ADDITIONAL PROJECT INFORMATION.
DRAINAGE DESIGN CRITERIA
DIED = CI'A
O = FLOW IN CUBIC FEET PER SECOND (CFS)
C = RUNOFF COEFFICIENT = 0.80 (LIGHT INDUSTRIAL)
I = INTENSITY (INIHR)
I(5—R) =8.82
(100 YEAR) =11.55
A = DRAINAGE AREA IN ACRES
Area of Grate Capacity of Grate percent Q100
Inlet No. Flow (Q) Depth of Flow Captured by
Opening Inlet Inlet
cfs ft (it,) cfs
1 3.51 0.25 6.29 16.90 100%
Note. Per5H114BUSme555TP2005 (1Z5)MMPlans aot 91JD /duua,atxuvttyp - temer wo sea mmooreomgrorr vPernny a)oa»r
Given Me depth of flow, the gmte inlet eapanry in o sump was enlealoted using the Onfio, Eq bon (Q4
WYF IN[ FT IN SUMP (100 Yr)
Length of Inlet Capacity of Inlet per Percent Q100
Inlet No. Flow (Q) Depth of Flow Opening Foot of Length Captured by
Inlet
cfs ft (ft) cfs
2 40.93 1.00 16 48.00 100
Note: Given [he tlepM ofjlow, Me wye lnle[mpaury in a sump was mnvlarea using me vveo cquonon Iualn / "a.�).
LEGEND
X -1 AREA DESIGNATOR
1.D0 ac AREA IN ACRES
.r PROPERTY LINE
_ — — — — — — q PROPOSED DRAINAGE DIVIDE
r PROPOSED FLOW DIRECTION
---- -iii— EXISTING OVERHEAD POWER LINE
-- V -- EXISTING WATER LINE
--" a -® EXISTING SANITARY SEWER LINE
EXISTING STORM DRAIN LINE
m EXISTING POWER POLE
EXISTING FIRE HYDRANT
p EXISTING WATER METER
0 EXISTING SANITARY SEWER MANHOLE
-- -- 600 ---- EXISTING CONTOUR
600— PROPOSED CONTOUR
MfL1�IMY;.,
CASE NAME: RYDER TRUCK RENTAL
CASE NUMBER: CUA-13
LOCATION: 1100 TEN TRAIL AND
1150 E NORTHWEST HIGHWAY
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 3 OF 11
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
PRB1A4EVARY DRAMGE PLAN
JIM
111>mt aflfSMirAr. Plc
uw7II1aw2R=A n*,tz4om3nw=j wr
emu UMIXWBOVIEM .
11Q0®�Rir L ®'➢�GfL
a>m111111 z”
Eddtr' ■ ItAIIAOAD�VSl,AIllfAl.TI1!
OMWORAFRI TINUMMCOCIIIIff.'11�A11
Oweas:
Ryd., Torah Rental, Inc. 0— Family I— nimonlc Ltd
1 Jefkrson BNd. 300E Gent, RJ
W amick, RI D2888 Irving, TX 11D62 -0513
SURVEYOR ENOINEPR
s
Lane's Som -, Surveying Bol Ch HOm ant As11"is
2115 Motley Drive. Guile B 601 Cherry Sl. Unit 1 i, Suite 950
Tesg97Z) TX 15150 Fan (81 ) 3 x 56102
Tel: (952) 6 Ishe O.nte : B.n L511
Contact: Jim Lana Contact Brantlan Mitltllaton, P.E.
Note. Per5H114BUSme555TP2005 (1Z5)MMPlans aot 91JD /duua,atxuvttyp - temer wo sea mmooreomgrorr vPernny a)oa»r
Given Me depth of flow, the gmte inlet eapanry in o sump was enlealoted using the Onfio, Eq bon (Q4
WYF IN[ FT IN SUMP (100 Yr)
Length of Inlet Capacity of Inlet per Percent Q100
Inlet No. Flow (Q) Depth of Flow Opening Foot of Length Captured by
Inlet
cfs ft (ft) cfs
2 40.93 1.00 16 48.00 100
Note: Given [he tlepM ofjlow, Me wye lnle[mpaury in a sump was mnvlarea using me vveo cquonon Iualn / "a.�).
LEGEND
X -1 AREA DESIGNATOR
1.D0 ac AREA IN ACRES
.r PROPERTY LINE
_ — — — — — — q PROPOSED DRAINAGE DIVIDE
r PROPOSED FLOW DIRECTION
---- -iii— EXISTING OVERHEAD POWER LINE
-- V -- EXISTING WATER LINE
--" a -® EXISTING SANITARY SEWER LINE
EXISTING STORM DRAIN LINE
m EXISTING POWER POLE
EXISTING FIRE HYDRANT
p EXISTING WATER METER
0 EXISTING SANITARY SEWER MANHOLE
-- -- 600 ---- EXISTING CONTOUR
600— PROPOSED CONTOUR
MfL1�IMY;.,
CASE NAME: RYDER TRUCK RENTAL
CASE NUMBER: CUA-13
LOCATION: 1100 TEN TRAIL AND
1150 E NORTHWEST HIGHWAY
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 3 OF 11
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
PRB1A4EVARY DRAMGE PLAN
JIM
111>mt aflfSMirAr. Plc
uw7II1aw2R=A n*,tz4om3nw=j wr
emu UMIXWBOVIEM .
11Q0®�Rir L ®'➢�GfL
a>m111111 z”
Eddtr' ■ ItAIIAOAD�VSl,AIllfAl.TI1!
OMWORAFRI TINUMMCOCIIIIff.'11�A11
Oweas:
Ryd., Torah Rental, Inc. 0— Family I— nimonlc Ltd
1 Jefkrson BNd. 300E Gent, RJ
W amick, RI D2888 Irving, TX 11D62 -0513
SURVEYOR ENOINEPR
s
Lane's Som -, Surveying Bol Ch HOm ant As11"is
2115 Motley Drive. Guile B 601 Cherry Sl. Unit 1 i, Suite 950
Tesg97Z) TX 15150 Fan (81 ) 3 x 56102
Tel: (952) 6 Ishe O.nte : B.n L511
Contact: Jim Lana Contact Brantlan Mitltllaton, P.E.
Note: Given [he tlepM ofjlow, Me wye lnle[mpaury in a sump was mnvlarea using me vveo cquonon Iualn / "a.�).
LEGEND
X -1 AREA DESIGNATOR
1.D0 ac AREA IN ACRES
.r PROPERTY LINE
_ — — — — — — q PROPOSED DRAINAGE DIVIDE
r PROPOSED FLOW DIRECTION
---- -iii— EXISTING OVERHEAD POWER LINE
-- V -- EXISTING WATER LINE
--" a -® EXISTING SANITARY SEWER LINE
EXISTING STORM DRAIN LINE
m EXISTING POWER POLE
EXISTING FIRE HYDRANT
p EXISTING WATER METER
0 EXISTING SANITARY SEWER MANHOLE
-- -- 600 ---- EXISTING CONTOUR
600— PROPOSED CONTOUR
MfL1�IMY;.,
CASE NAME: RYDER TRUCK RENTAL
CASE NUMBER: CUA-13
LOCATION: 1100 TEN TRAIL AND
1150 E NORTHWEST HIGHWAY
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 3 OF 11
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
PRB1A4EVARY DRAMGE PLAN
JIM
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1 Jefkrson BNd. 300E Gent, RJ
W amick, RI D2888 Irving, TX 11D62 -0513
SURVEYOR ENOINEPR
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2115 Motley Drive. Guile B 601 Cherry Sl. Unit 1 i, Suite 950
Tesg97Z) TX 15150 Fan (81 ) 3 x 56102
Tel: (952) 6 Ishe O.nte : B.n L511
Contact: Jim Lana Contact Brantlan Mitltllaton, P.E.
MfL1�IMY;.,
CASE NAME: RYDER TRUCK RENTAL
CASE NUMBER: CUA-13
LOCATION: 1100 TEN TRAIL AND
1150 E NORTHWEST HIGHWAY
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 3 OF 11
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
PRB1A4EVARY DRAMGE PLAN
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1 Jefkrson BNd. 300E Gent, RJ
W amick, RI D2888 Irving, TX 11D62 -0513
SURVEYOR ENOINEPR
s
Lane's Som -, Surveying Bol Ch HOm ant As11"is
2115 Motley Drive. Guile B 601 Cherry Sl. Unit 1 i, Suite 950
Tesg97Z) TX 15150 Fan (81 ) 3 x 56102
Tel: (952) 6 Ishe O.nte : B.n L511
Contact: Jim Lana Contact Brantlan Mitltllaton, P.E.
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VICINITY MAP 4 ,
N.T.S. fewam D. Mmmll
100185
DMIL
oanw,4
GENERAL NOTES
1. DOWNSTREAM PUBLIC WATERISEWER IMPROVEMENTS ARE
NOT EXPECTED.
2. SYSTEM SHOWN IS PRELIMINARY AND SUBJECT TO REVISION
AT TIME OF DESIGN AND FINAL PIAT.
3. SEE PRELIMINARY AND PRELIMINARY UTILITY PLANS FOR
ADDITION PROJECT INFORMATION.
4. DOUBLE BACKFLOW PREVENTER TO BE INSTALLED IN VAULT
NEAR THE TAP.
5. FIRE DEPARTMENT CONNECTION SHALL BE 5'STORTZ
CONNECTION INSTALLED AT 30 DEGREE DOWNWARD ANGLE
6. FIRE LANES SHALL HAVE 61NCH WIDE RED STRIPESANDTEXT
'FIRE -LANE, NO PARKING. TOW AWAY ZONE' IN 4' LETTERS AT
NO MORE THAN 25 FOOT INTERVALS.
T. FIRE DEPARTMENT CONNECTION SHALL BE WITHIN 50 FEET OF
FIRE HYDRANT.
B. CHAIN LINK FENCE TO BE NO GREATER THAN ONE -QUARTER
Cl.) INCH
9. THE MAIN GATE SHALL BE DESIGNATED BY THE OWNER IN
WRITING TO THE FIRE DEPARTMENT.
10. FIRE DEPARTMENT PERSONNEL SHALL BE APPROVED TO
ACCESS ELECTRIC GATES TO BE CONTROLLED BY KNOX
BRAND SWITCH KEY AND AUTOMATIC OPENING TO BE
CONTROLLED BY 3M OPTICOM WITH MANUAL OPENING BACK
UP_
CASE NAME: RYDER TRUCK RENTAL
CASE NUMBER: CU14 -13
LOCATION:1100 TEXAN TRAILAND
1150 E NORTHWEST HIGHWAY
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 4 OF 11
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
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OWNERS:
Ryder Truck Rental, Inc. Oreal Family Loved —IR LW
1 JaRerson Blvd. 3004 Gentry Rtl
Warwick, RI 02600 INin9, TX 750624513
SURVEYOR: �.GINPF
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Lars MS yon 3.1e l9. Inc. Kimley-Homand Associates
2717 Morley Ddve, Sulh 8 001 WIft TX Un011, Suib 950
Mes(972) TX 75150 Pod WoM,TX 1102
Tel: (972) 601-0442 O"it'dT) 335£511
Contact: Jlm Lane Lonlaci: Brentlon Middle, P.E.
PROPERTY LINE
- — — — — — — -
PROPOSED STORM DRAIN LINE
PROPOSED DRAINAGE DIVIDE
—
PROPOSED FLOW DIRECTI-
—OHP—
EXISTING OVERHEAD POWER LINE
W —
EXISTING WATER LINE
—SS—
EXISTING SANITARY SEWER LINE
----- - - - - --
EXISTING STORM DRAIN LINE
—.
EXISTING GAS LINE
•
EXISTING POWER POLE
EXISTING FIRE HYDRANT
13
EXISTING WATER METER
EXISTING SANITARY SEWER MANHOLE
EXISTING CONTOUR
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PROPOSED CONTOUR
.
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VICINITY MAP 4 ,
N.T.S. fewam D. Mmmll
100185
DMIL
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GENERAL NOTES
1. DOWNSTREAM PUBLIC WATERISEWER IMPROVEMENTS ARE
NOT EXPECTED.
2. SYSTEM SHOWN IS PRELIMINARY AND SUBJECT TO REVISION
AT TIME OF DESIGN AND FINAL PIAT.
3. SEE PRELIMINARY AND PRELIMINARY UTILITY PLANS FOR
ADDITION PROJECT INFORMATION.
4. DOUBLE BACKFLOW PREVENTER TO BE INSTALLED IN VAULT
NEAR THE TAP.
5. FIRE DEPARTMENT CONNECTION SHALL BE 5'STORTZ
CONNECTION INSTALLED AT 30 DEGREE DOWNWARD ANGLE
6. FIRE LANES SHALL HAVE 61NCH WIDE RED STRIPESANDTEXT
'FIRE -LANE, NO PARKING. TOW AWAY ZONE' IN 4' LETTERS AT
NO MORE THAN 25 FOOT INTERVALS.
T. FIRE DEPARTMENT CONNECTION SHALL BE WITHIN 50 FEET OF
FIRE HYDRANT.
B. CHAIN LINK FENCE TO BE NO GREATER THAN ONE -QUARTER
Cl.) INCH
9. THE MAIN GATE SHALL BE DESIGNATED BY THE OWNER IN
WRITING TO THE FIRE DEPARTMENT.
10. FIRE DEPARTMENT PERSONNEL SHALL BE APPROVED TO
ACCESS ELECTRIC GATES TO BE CONTROLLED BY KNOX
BRAND SWITCH KEY AND AUTOMATIC OPENING TO BE
CONTROLLED BY 3M OPTICOM WITH MANUAL OPENING BACK
UP_
CASE NAME: RYDER TRUCK RENTAL
CASE NUMBER: CU14 -13
LOCATION:1100 TEXAN TRAILAND
1150 E NORTHWEST HIGHWAY
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 4 OF 11
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
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OWNERS:
Ryder Truck Rental, Inc. Oreal Family Loved —IR LW
1 JaRerson Blvd. 3004 Gentry Rtl
Warwick, RI 02600 INin9, TX 750624513
SURVEYOR: �.GINPF
I ^%
Lars MS yon 3.1e l9. Inc. Kimley-Homand Associates
2717 Morley Ddve, Sulh 8 001 WIft TX Un011, Suib 950
Mes(972) TX 75150 Pod WoM,TX 1102
Tel: (972) 601-0442 O"it'dT) 335£511
Contact: Jlm Lane Lonlaci: Brentlon Middle, P.E.
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CASE NAME: RYDER TRUCK RENTAL
CASE NUMBER: CU14 -13
LOCATION: 1100 TEXAN TRAIL AND
1150 E NORTHWEST HIGHWAY
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 5 OF 11
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
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CITY OF GRAPEVINE LANDSCAPE REQUIREMENTS
REQUIRED PROVIDED
OFF- STREET PARKING REQUIREMENT'S
INTERIOR LANDSCAPING - MIN, 1G% OF VEHICULARUSE ARE$ SHALL BE LANDSCAPED
123,12VSFX.1= 12L315SF 12,3135F 12.3136F
TREES -1 TREE /4D0 SF OF REQUIRED INTERIOR LANDSCAPING
12. 13SF /400 =317REES 31 TREES 33TREES
INCLUDES 6 EXISTING TREES
PERIMETER LANDSCAPING -15' BUFFER ALONG PUBLIC R.O.W, 10' SUFFERALONG
AD JACENTPROPERTIES .1TREEPER50LFOFPEMMETERAF S
1,048 LF 150 =21 TREES 21 TREES 21 TREES
QPENSPACEREQUIREM,ENTS
NONRESIDENTIAL ZONING DISTRICTS SHALL HAVER MIN, OF 16%OFTDTAL SITE DEVOTED
TO LANDSCAPING
16K22151X.15= 24,63351 24,633SF WSSIS109 %)
NON VEHICULAR, OPEN SPACE REQUIREMENTS
PERCENTAGE OF SITE IN NON - VEHICULAR OPEN SPACE LESS THAN 30 %- 1 TREE 12,500
30,5875F 12,500= 13TREES 13TREE5 13 TREES
MRIGATION
PROTECTED TREES SNALL SE MITIGATE01.1
PROTECTED TREES REMOVED - 1- 14'CEDAR 14 INCHES 15INCHES
(5 TREES 03-CAL)
TOTAL TREES: 65 TREES nTREES
' ALL TREES UI4MR OVERHEAD ELECTRICAL LINES ARE UNOETSTORY TREES
PLANT SCHEDULE
T(REEEEyS�� CODE pTY BOTANICAL NAME f COMMON NAME SPECIFICATIONS REMARKS
'/•+��\. } MG 9 Me9nofu
are-i"A I — I- Magnet' - -- 112'htn4'- Fuq S eB. Leads, S4ei91t
OB 11 QOmm/s shunaNB /ShumaN Red Oak 3'ca112'Mx4 am WK $14. Leader, Stnai9M
+ W 10 Q.— Mr®Hans l SOWhane I-Ne Oak 3"1 A, 12' hit x 4'w FW, Single Leafier, Slai9ht
UC S Ulmua casaifdia /Cedar Elm T iL 1D'- IZN,d'slx' FWI,S n9le Leader, SYai9M1t
Uw- RSTCRYTREE CODE CITY SOTANICALNAME /COMMON NAME SPECIFICATIONS REMARKS
CO B Wrtis caradwla s'Okkliome / OkWhcme RetlbW 2" ql, 8'4' M 3'3' spr FAA, StandeN, 56a1gM
0 In 12 Ilml daodua/ POSs..I Aa HeIy T.1, 6'4' K 3'd' a, FWL SHai2ht
0 IV 9 tlex wmlbrFa /Yaupm Hilly T, -1, W4'IK 3' <'spr F,11, Braight
SHRUBS CODE QTY BOTANICAL NAME /COMMON NAME SPECIFICATIONS ER MARKS.
Q. IIN 139 SmxWere RSle —s'I Nellie Stows Holly 30 "M, 24 K.. N'oc F1145ga1bnmin.
�+ LEU 212 LeU.pny -umf tescens /Te—Sage 30 "h1, 24's,,- FWL, 6 ga!bn min.
QRR 124 Rosa x'10mckoat' TM /Rosa 30 "h124'spr., 36'.e F0115ga1onm1n.
MIBC CODE QTY BOTANICAL NAME /COMMON NAME SPECIFICATIONS
SOD TBO Cyrmd°ndaclybNB,eeaw' Rolled Tight wit, sand Fled pin 1;100 %free ar
bseM seenses weeds etc.
MULCH TBD Shodded Hardened Makh ' en,"n, hmwn All uses ne recaha a 4' e—ar
-on 6K dloralee In sod seas
PLANTING NOTES:
1. ALL PLANT MATERIAL SHALL BE INSTALLED ACCORDING TO SOUND NURSERY PRACTICES AND SHALL MEET ALL STANDARDS AS STATED
IN THE LATEST EDITION OF 'AMERICAN STANDARD FOR NURSERY STOCK" BY THE AMERICAN ASSOCMTION OF NURSERYMEN.
2 NO SUBSTITUTIONS IN PLANT MATERIALS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATKIN FROM OWNER OR LANDSCAPE ARCHITECT.
IN THE EVENT OF DISCREPANCIES BETWEEN THE DRAWING AND THE PLANT LIST, THE DRAWING SHALL PREVAIL,
3. LOCATE ALL UTILITIES PRIOR TO ANY DIGGING OPERATIONS, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO EXISTING
UTILITIES INCURRED BY HIS WORK.
4. REFERENCE IRRIGATION PLAN FOR BED IRRIGATION INFORMATION.
S. STAKINGAND OUYBNGALTMNAT S: METHOOSINOICATEDINDMWINGMTMISAREPREFERRED CONTRACTOR MAY SUGGEST
ALTERNATE METHODS, ASSUMING FALL RESPONSIBNTY FOR THEIR IMPLEMENTA71QNI CONTRACTOR SHALL REPLACE PLANT, OR
UPRIGHT MY TREES BLOWN OVER OR DAMAGED DUE TO INADEQUATE STMNG AT NO ADDITIONAL COST TO THE OWNER,
6. PLANTS MASSED IN BEDS SHALL BE ARRANGED USING TRIANGULAR SPACING
T. PROVIDE A STEEL EDGE OR CONCRETE MOW STRIP BETWEEN ALL PLANTING BEDS AND LAWN AREAS. REFERENCE SITE PLAIT
B. ALL PLANTING BEDS TO BE TOP DRESSED WITH A MINIMUM OF 3" SHREDDED HARDWOOD MULCH.
9. PROVIDE GRASS SEEDING OR LAY BERMUDA SOD FOR PROPOSED LAWN AREAS TO ALL EDGES OF PAVEMENT AND /OR UNITS OF
DISTURBANCE OUTSIDE R.O.W. OR PROPOSED LANDSCAPE EASEMENT.
11 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAWENANM OF ALL LANDSCAPING UNTIL FINAL ACCEPTANCE. ALL REQUIRED
LANDSCAPING SHAD. BE MANTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES, THE WORK SHALL INCLUDE, BUT NOT TO BE
LIMITED TO, MOWING, EDGING, PRUNING. FERTILIZING, WATERING, WEEDING, AND OTHER SUCH ACTMTES COMMON TO THE
MAINTENANCE OF LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND CROWING CONDITION AS IS
APPROPRIATE FOR THE SEASON OF THE YEAR. PLANT MATERIALTHAT DIES SHALL BE REPLACED WITH-rHE PLANT MATERIAL OF SIMILAR
SIZE AND VARIE1`Y.
11. CONTRACTOR SHALL WARRANTY PRINT MATERIAL TO REMAIN ALIVE AND HEALTHY FM A PERIOD OF ONE YEAR AFTER FINAL
ACCEPTANCE WARRANTY SHALL NOT INCLUDE DAMAGE FOR LOSS OF PLANTMATERIAL DUE TO NATURAL CAUSES, ACTS OF VANDALISM
OR NEGUGENCE ON THE PART OF THE OWNER.
12. ALL DISTURBEDAREAS WITHIN LIMITS OF CONSTRUCTION NOT CALLEDTO BE SODDED. SHALL SE REESTABLISHED WITH BERMUDA SOD.
13. ALL LANDSCAPE BED AREAS TO BE PREPARED USING'REAOYTO PLANT BEDDING MIX" BY SOIL BUILDING SOLU110NS(— APPROVED
EOUAL). We LLTODEPTHS, PERRNNTINGOETAILS( 1TDEPTHMIN.) FINSHEDGRADESOFPLANTINOBEGSTOBE2 'BELOWFINISHED
GRADE OF ADJACENT PAVING OR AS SHOWN ON GRADING PLAN,
14. ALL SOD AREAS TO RECEIVE 4- DEPTH( MIN) TOPSOIL PRIOR TO INSTALLATION. TOPSOIL SHALL BE NATURAL FRIABLE, FERTILE pH
RANGE OF 6.65.5, AND FREE OF TRASH, DEBRIS, STONES, WEEDS, AND TW IGS/BRANCHES.
NORTH
CAUTION
EXISTING UNDERGROUND
UTILITIES. CONTRACTOR i0
VERIFY EXACT LOCATION
GRAPHIC SCALE IN FEET PWORTO ANYTRENCHING
0 15 30 60 OR EXCAVATION.
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CALL BEFORE YOU DIG
DIG TESS
1- 800 - DIG -TESS
(a least 72 hours prior to digging)
BENCH MARK LIST
BMM 1 Site Benchmark cross cut on southwest comer of Inlet
on the south side of East Dallas Road and 225 feet east of
TeXe Trail
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CITY OF GRAPEVINE LANDSCAPE REQUIREMENTS
REQUIRED PROVIDED
OFF- STREET PARKING REQUIREMENT'S
INTERIOR LANDSCAPING - MIN, 1G% OF VEHICULARUSE ARE$ SHALL BE LANDSCAPED
123,12VSFX.1= 12L315SF 12,3135F 12.3136F
TREES -1 TREE /4D0 SF OF REQUIRED INTERIOR LANDSCAPING
12. 13SF /400 =317REES 31 TREES 33TREES
INCLUDES 6 EXISTING TREES
PERIMETER LANDSCAPING -15' BUFFER ALONG PUBLIC R.O.W, 10' SUFFERALONG
AD JACENTPROPERTIES .1TREEPER50LFOFPEMMETERAF S
1,048 LF 150 =21 TREES 21 TREES 21 TREES
QPENSPACEREQUIREM,ENTS
NONRESIDENTIAL ZONING DISTRICTS SHALL HAVER MIN, OF 16%OFTDTAL SITE DEVOTED
TO LANDSCAPING
16K22151X.15= 24,63351 24,633SF WSSIS109 %)
NON VEHICULAR, OPEN SPACE REQUIREMENTS
PERCENTAGE OF SITE IN NON - VEHICULAR OPEN SPACE LESS THAN 30 %- 1 TREE 12,500
30,5875F 12,500= 13TREES 13TREE5 13 TREES
MRIGATION
PROTECTED TREES SNALL SE MITIGATE01.1
PROTECTED TREES REMOVED - 1- 14'CEDAR 14 INCHES 15INCHES
(5 TREES 03-CAL)
TOTAL TREES: 65 TREES nTREES
' ALL TREES UI4MR OVERHEAD ELECTRICAL LINES ARE UNOETSTORY TREES
PLANT SCHEDULE
T(REEEEyS�� CODE pTY BOTANICAL NAME f COMMON NAME SPECIFICATIONS REMARKS
'/•+��\. } MG 9 Me9nofu
are-i"A I — I- Magnet' - -- 112'htn4'- Fuq S eB. Leads, S4ei91t
OB 11 QOmm/s shunaNB /ShumaN Red Oak 3'ca112'Mx4 am WK $14. Leader, Stnai9M
+ W 10 Q.— Mr®Hans l SOWhane I-Ne Oak 3"1 A, 12' hit x 4'w FW, Single Leafier, Slai9ht
UC S Ulmua casaifdia /Cedar Elm T iL 1D'- IZN,d'slx' FWI,S n9le Leader, SYai9M1t
Uw- RSTCRYTREE CODE CITY SOTANICALNAME /COMMON NAME SPECIFICATIONS REMARKS
CO B Wrtis caradwla s'Okkliome / OkWhcme RetlbW 2" ql, 8'4' M 3'3' spr FAA, StandeN, 56a1gM
0 In 12 Ilml daodua/ POSs..I Aa HeIy T.1, 6'4' K 3'd' a, FWL SHai2ht
0 IV 9 tlex wmlbrFa /Yaupm Hilly T, -1, W4'IK 3' <'spr F,11, Braight
SHRUBS CODE QTY BOTANICAL NAME /COMMON NAME SPECIFICATIONS ER MARKS.
Q. IIN 139 SmxWere RSle —s'I Nellie Stows Holly 30 "M, 24 K.. N'oc F1145ga1bnmin.
�+ LEU 212 LeU.pny -umf tescens /Te—Sage 30 "h1, 24's,,- FWL, 6 ga!bn min.
QRR 124 Rosa x'10mckoat' TM /Rosa 30 "h124'spr., 36'.e F0115ga1onm1n.
MIBC CODE QTY BOTANICAL NAME /COMMON NAME SPECIFICATIONS
SOD TBO Cyrmd°ndaclybNB,eeaw' Rolled Tight wit, sand Fled pin 1;100 %free ar
bseM seenses weeds etc.
MULCH TBD Shodded Hardened Makh ' en,"n, hmwn All uses ne recaha a 4' e—ar
-on 6K dloralee In sod seas
PLANTING NOTES:
1. ALL PLANT MATERIAL SHALL BE INSTALLED ACCORDING TO SOUND NURSERY PRACTICES AND SHALL MEET ALL STANDARDS AS STATED
IN THE LATEST EDITION OF 'AMERICAN STANDARD FOR NURSERY STOCK" BY THE AMERICAN ASSOCMTION OF NURSERYMEN.
2 NO SUBSTITUTIONS IN PLANT MATERIALS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATKIN FROM OWNER OR LANDSCAPE ARCHITECT.
IN THE EVENT OF DISCREPANCIES BETWEEN THE DRAWING AND THE PLANT LIST, THE DRAWING SHALL PREVAIL,
3. LOCATE ALL UTILITIES PRIOR TO ANY DIGGING OPERATIONS, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO EXISTING
UTILITIES INCURRED BY HIS WORK.
4. REFERENCE IRRIGATION PLAN FOR BED IRRIGATION INFORMATION.
S. STAKINGAND OUYBNGALTMNAT S: METHOOSINOICATEDINDMWINGMTMISAREPREFERRED CONTRACTOR MAY SUGGEST
ALTERNATE METHODS, ASSUMING FALL RESPONSIBNTY FOR THEIR IMPLEMENTA71QNI CONTRACTOR SHALL REPLACE PLANT, OR
UPRIGHT MY TREES BLOWN OVER OR DAMAGED DUE TO INADEQUATE STMNG AT NO ADDITIONAL COST TO THE OWNER,
6. PLANTS MASSED IN BEDS SHALL BE ARRANGED USING TRIANGULAR SPACING
T. PROVIDE A STEEL EDGE OR CONCRETE MOW STRIP BETWEEN ALL PLANTING BEDS AND LAWN AREAS. REFERENCE SITE PLAIT
B. ALL PLANTING BEDS TO BE TOP DRESSED WITH A MINIMUM OF 3" SHREDDED HARDWOOD MULCH.
9. PROVIDE GRASS SEEDING OR LAY BERMUDA SOD FOR PROPOSED LAWN AREAS TO ALL EDGES OF PAVEMENT AND /OR UNITS OF
DISTURBANCE OUTSIDE R.O.W. OR PROPOSED LANDSCAPE EASEMENT.
11 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAWENANM OF ALL LANDSCAPING UNTIL FINAL ACCEPTANCE. ALL REQUIRED
LANDSCAPING SHAD. BE MANTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES, THE WORK SHALL INCLUDE, BUT NOT TO BE
LIMITED TO, MOWING, EDGING, PRUNING. FERTILIZING, WATERING, WEEDING, AND OTHER SUCH ACTMTES COMMON TO THE
MAINTENANCE OF LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND CROWING CONDITION AS IS
APPROPRIATE FOR THE SEASON OF THE YEAR. PLANT MATERIALTHAT DIES SHALL BE REPLACED WITH-rHE PLANT MATERIAL OF SIMILAR
SIZE AND VARIE1`Y.
11. CONTRACTOR SHALL WARRANTY PRINT MATERIAL TO REMAIN ALIVE AND HEALTHY FM A PERIOD OF ONE YEAR AFTER FINAL
ACCEPTANCE WARRANTY SHALL NOT INCLUDE DAMAGE FOR LOSS OF PLANTMATERIAL DUE TO NATURAL CAUSES, ACTS OF VANDALISM
OR NEGUGENCE ON THE PART OF THE OWNER.
12. ALL DISTURBEDAREAS WITHIN LIMITS OF CONSTRUCTION NOT CALLEDTO BE SODDED. SHALL SE REESTABLISHED WITH BERMUDA SOD.
13. ALL LANDSCAPE BED AREAS TO BE PREPARED USING'REAOYTO PLANT BEDDING MIX" BY SOIL BUILDING SOLU110NS(— APPROVED
EOUAL). We LLTODEPTHS, PERRNNTINGOETAILS( 1TDEPTHMIN.) FINSHEDGRADESOFPLANTINOBEGSTOBE2 'BELOWFINISHED
GRADE OF ADJACENT PAVING OR AS SHOWN ON GRADING PLAN,
14. ALL SOD AREAS TO RECEIVE 4- DEPTH( MIN) TOPSOIL PRIOR TO INSTALLATION. TOPSOIL SHALL BE NATURAL FRIABLE, FERTILE pH
RANGE OF 6.65.5, AND FREE OF TRASH, DEBRIS, STONES, WEEDS, AND TW IGS/BRANCHES.
NORTH
CAUTION
EXISTING UNDERGROUND
UTILITIES. CONTRACTOR i0
VERIFY EXACT LOCATION
GRAPHIC SCALE IN FEET PWORTO ANYTRENCHING
0 15 30 60 OR EXCAVATION.
crrnn I
CALL BEFORE YOU DIG
DIG TESS
1- 800 - DIG -TESS
(a least 72 hours prior to digging)
BENCH MARK LIST
BMM 1 Site Benchmark cross cut on southwest comer of Inlet
on the south side of East Dallas Road and 225 feet east of
TeXe Trail
EIeV. = 612.26
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PLANT SCHEDULE
T(REEEEyS�� CODE pTY BOTANICAL NAME f COMMON NAME SPECIFICATIONS REMARKS
'/•+��\. } MG 9 Me9nofu
are-i"A I — I- Magnet' - -- 112'htn4'- Fuq S eB. Leads, S4ei91t
OB 11 QOmm/s shunaNB /ShumaN Red Oak 3'ca112'Mx4 am WK $14. Leader, Stnai9M
+ W 10 Q.— Mr®Hans l SOWhane I-Ne Oak 3"1 A, 12' hit x 4'w FW, Single Leafier, Slai9ht
UC S Ulmua casaifdia /Cedar Elm T iL 1D'- IZN,d'slx' FWI,S n9le Leader, SYai9M1t
Uw- RSTCRYTREE CODE CITY SOTANICALNAME /COMMON NAME SPECIFICATIONS REMARKS
CO B Wrtis caradwla s'Okkliome / OkWhcme RetlbW 2" ql, 8'4' M 3'3' spr FAA, StandeN, 56a1gM
0 In 12 Ilml daodua/ POSs..I Aa HeIy T.1, 6'4' K 3'd' a, FWL SHai2ht
0 IV 9 tlex wmlbrFa /Yaupm Hilly T, -1, W4'IK 3' <'spr F,11, Braight
SHRUBS CODE QTY BOTANICAL NAME /COMMON NAME SPECIFICATIONS ER MARKS.
Q. IIN 139 SmxWere RSle —s'I Nellie Stows Holly 30 "M, 24 K.. N'oc F1145ga1bnmin.
�+ LEU 212 LeU.pny -umf tescens /Te—Sage 30 "h1, 24's,,- FWL, 6 ga!bn min.
QRR 124 Rosa x'10mckoat' TM /Rosa 30 "h124'spr., 36'.e F0115ga1onm1n.
MIBC CODE QTY BOTANICAL NAME /COMMON NAME SPECIFICATIONS
SOD TBO Cyrmd°ndaclybNB,eeaw' Rolled Tight wit, sand Fled pin 1;100 %free ar
bseM seenses weeds etc.
MULCH TBD Shodded Hardened Makh ' en,"n, hmwn All uses ne recaha a 4' e—ar
-on 6K dloralee In sod seas
PLANTING NOTES:
1. ALL PLANT MATERIAL SHALL BE INSTALLED ACCORDING TO SOUND NURSERY PRACTICES AND SHALL MEET ALL STANDARDS AS STATED
IN THE LATEST EDITION OF 'AMERICAN STANDARD FOR NURSERY STOCK" BY THE AMERICAN ASSOCMTION OF NURSERYMEN.
2 NO SUBSTITUTIONS IN PLANT MATERIALS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATKIN FROM OWNER OR LANDSCAPE ARCHITECT.
IN THE EVENT OF DISCREPANCIES BETWEEN THE DRAWING AND THE PLANT LIST, THE DRAWING SHALL PREVAIL,
3. LOCATE ALL UTILITIES PRIOR TO ANY DIGGING OPERATIONS, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO EXISTING
UTILITIES INCURRED BY HIS WORK.
4. REFERENCE IRRIGATION PLAN FOR BED IRRIGATION INFORMATION.
S. STAKINGAND OUYBNGALTMNAT S: METHOOSINOICATEDINDMWINGMTMISAREPREFERRED CONTRACTOR MAY SUGGEST
ALTERNATE METHODS, ASSUMING FALL RESPONSIBNTY FOR THEIR IMPLEMENTA71QNI CONTRACTOR SHALL REPLACE PLANT, OR
UPRIGHT MY TREES BLOWN OVER OR DAMAGED DUE TO INADEQUATE STMNG AT NO ADDITIONAL COST TO THE OWNER,
6. PLANTS MASSED IN BEDS SHALL BE ARRANGED USING TRIANGULAR SPACING
T. PROVIDE A STEEL EDGE OR CONCRETE MOW STRIP BETWEEN ALL PLANTING BEDS AND LAWN AREAS. REFERENCE SITE PLAIT
B. ALL PLANTING BEDS TO BE TOP DRESSED WITH A MINIMUM OF 3" SHREDDED HARDWOOD MULCH.
9. PROVIDE GRASS SEEDING OR LAY BERMUDA SOD FOR PROPOSED LAWN AREAS TO ALL EDGES OF PAVEMENT AND /OR UNITS OF
DISTURBANCE OUTSIDE R.O.W. OR PROPOSED LANDSCAPE EASEMENT.
11 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAWENANM OF ALL LANDSCAPING UNTIL FINAL ACCEPTANCE. ALL REQUIRED
LANDSCAPING SHAD. BE MANTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES, THE WORK SHALL INCLUDE, BUT NOT TO BE
LIMITED TO, MOWING, EDGING, PRUNING. FERTILIZING, WATERING, WEEDING, AND OTHER SUCH ACTMTES COMMON TO THE
MAINTENANCE OF LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND CROWING CONDITION AS IS
APPROPRIATE FOR THE SEASON OF THE YEAR. PLANT MATERIALTHAT DIES SHALL BE REPLACED WITH-rHE PLANT MATERIAL OF SIMILAR
SIZE AND VARIE1`Y.
11. CONTRACTOR SHALL WARRANTY PRINT MATERIAL TO REMAIN ALIVE AND HEALTHY FM A PERIOD OF ONE YEAR AFTER FINAL
ACCEPTANCE WARRANTY SHALL NOT INCLUDE DAMAGE FOR LOSS OF PLANTMATERIAL DUE TO NATURAL CAUSES, ACTS OF VANDALISM
OR NEGUGENCE ON THE PART OF THE OWNER.
12. ALL DISTURBEDAREAS WITHIN LIMITS OF CONSTRUCTION NOT CALLEDTO BE SODDED. SHALL SE REESTABLISHED WITH BERMUDA SOD.
13. ALL LANDSCAPE BED AREAS TO BE PREPARED USING'REAOYTO PLANT BEDDING MIX" BY SOIL BUILDING SOLU110NS(— APPROVED
EOUAL). We LLTODEPTHS, PERRNNTINGOETAILS( 1TDEPTHMIN.) FINSHEDGRADESOFPLANTINOBEGSTOBE2 'BELOWFINISHED
GRADE OF ADJACENT PAVING OR AS SHOWN ON GRADING PLAN,
14. ALL SOD AREAS TO RECEIVE 4- DEPTH( MIN) TOPSOIL PRIOR TO INSTALLATION. TOPSOIL SHALL BE NATURAL FRIABLE, FERTILE pH
RANGE OF 6.65.5, AND FREE OF TRASH, DEBRIS, STONES, WEEDS, AND TW IGS/BRANCHES.
NORTH
CAUTION
EXISTING UNDERGROUND
UTILITIES. CONTRACTOR i0
VERIFY EXACT LOCATION
GRAPHIC SCALE IN FEET PWORTO ANYTRENCHING
0 15 30 60 OR EXCAVATION.
crrnn I
CALL BEFORE YOU DIG
DIG TESS
1- 800 - DIG -TESS
(a least 72 hours prior to digging)
BENCH MARK LIST
BMM 1 Site Benchmark cross cut on southwest comer of Inlet
on the south side of East Dallas Road and 225 feet east of
TeXe Trail
EIeV. = 612.26
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PLANTING NOTES:
1. ALL PLANT MATERIAL SHALL BE INSTALLED ACCORDING TO SOUND NURSERY PRACTICES AND SHALL MEET ALL STANDARDS AS STATED
IN THE LATEST EDITION OF 'AMERICAN STANDARD FOR NURSERY STOCK" BY THE AMERICAN ASSOCMTION OF NURSERYMEN.
2 NO SUBSTITUTIONS IN PLANT MATERIALS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATKIN FROM OWNER OR LANDSCAPE ARCHITECT.
IN THE EVENT OF DISCREPANCIES BETWEEN THE DRAWING AND THE PLANT LIST, THE DRAWING SHALL PREVAIL,
3. LOCATE ALL UTILITIES PRIOR TO ANY DIGGING OPERATIONS, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO EXISTING
UTILITIES INCURRED BY HIS WORK.
4. REFERENCE IRRIGATION PLAN FOR BED IRRIGATION INFORMATION.
S. STAKINGAND OUYBNGALTMNAT S: METHOOSINOICATEDINDMWINGMTMISAREPREFERRED CONTRACTOR MAY SUGGEST
ALTERNATE METHODS, ASSUMING FALL RESPONSIBNTY FOR THEIR IMPLEMENTA71QNI CONTRACTOR SHALL REPLACE PLANT, OR
UPRIGHT MY TREES BLOWN OVER OR DAMAGED DUE TO INADEQUATE STMNG AT NO ADDITIONAL COST TO THE OWNER,
6. PLANTS MASSED IN BEDS SHALL BE ARRANGED USING TRIANGULAR SPACING
T. PROVIDE A STEEL EDGE OR CONCRETE MOW STRIP BETWEEN ALL PLANTING BEDS AND LAWN AREAS. REFERENCE SITE PLAIT
B. ALL PLANTING BEDS TO BE TOP DRESSED WITH A MINIMUM OF 3" SHREDDED HARDWOOD MULCH.
9. PROVIDE GRASS SEEDING OR LAY BERMUDA SOD FOR PROPOSED LAWN AREAS TO ALL EDGES OF PAVEMENT AND /OR UNITS OF
DISTURBANCE OUTSIDE R.O.W. OR PROPOSED LANDSCAPE EASEMENT.
11 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAWENANM OF ALL LANDSCAPING UNTIL FINAL ACCEPTANCE. ALL REQUIRED
LANDSCAPING SHAD. BE MANTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES, THE WORK SHALL INCLUDE, BUT NOT TO BE
LIMITED TO, MOWING, EDGING, PRUNING. FERTILIZING, WATERING, WEEDING, AND OTHER SUCH ACTMTES COMMON TO THE
MAINTENANCE OF LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND CROWING CONDITION AS IS
APPROPRIATE FOR THE SEASON OF THE YEAR. PLANT MATERIALTHAT DIES SHALL BE REPLACED WITH-rHE PLANT MATERIAL OF SIMILAR
SIZE AND VARIE1`Y.
11. CONTRACTOR SHALL WARRANTY PRINT MATERIAL TO REMAIN ALIVE AND HEALTHY FM A PERIOD OF ONE YEAR AFTER FINAL
ACCEPTANCE WARRANTY SHALL NOT INCLUDE DAMAGE FOR LOSS OF PLANTMATERIAL DUE TO NATURAL CAUSES, ACTS OF VANDALISM
OR NEGUGENCE ON THE PART OF THE OWNER.
12. ALL DISTURBEDAREAS WITHIN LIMITS OF CONSTRUCTION NOT CALLEDTO BE SODDED. SHALL SE REESTABLISHED WITH BERMUDA SOD.
13. ALL LANDSCAPE BED AREAS TO BE PREPARED USING'REAOYTO PLANT BEDDING MIX" BY SOIL BUILDING SOLU110NS(— APPROVED
EOUAL). We LLTODEPTHS, PERRNNTINGOETAILS( 1TDEPTHMIN.) FINSHEDGRADESOFPLANTINOBEGSTOBE2 'BELOWFINISHED
GRADE OF ADJACENT PAVING OR AS SHOWN ON GRADING PLAN,
14. ALL SOD AREAS TO RECEIVE 4- DEPTH( MIN) TOPSOIL PRIOR TO INSTALLATION. TOPSOIL SHALL BE NATURAL FRIABLE, FERTILE pH
RANGE OF 6.65.5, AND FREE OF TRASH, DEBRIS, STONES, WEEDS, AND TW IGS/BRANCHES.
NORTH
CAUTION
EXISTING UNDERGROUND
UTILITIES. CONTRACTOR i0
VERIFY EXACT LOCATION
GRAPHIC SCALE IN FEET PWORTO ANYTRENCHING
0 15 30 60 OR EXCAVATION.
crrnn I
CALL BEFORE YOU DIG
DIG TESS
1- 800 - DIG -TESS
(a least 72 hours prior to digging)
BENCH MARK LIST
BMM 1 Site Benchmark cross cut on southwest comer of Inlet
on the south side of East Dallas Road and 225 feet east of
TeXe Trail
EIeV. = 612.26
0
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PLAN
iO 4' EARTH SAUCER
O4' MULCH PER SPECIFICATIONS
OROOT BALL: REMOVE BURLAP, BURLAP
TIES, AND WIRE BASKET FROM TOP 113
OF ROOTBALL. REMOVE ALL NYLON
STRINGS, PLASTIC LINERS, AND OTHER
SYNTHETIC MATERIALS FROM THE
ENTIRE ROOTBALL.
O PLANTING PIT EXCAVATED 12" LARGER
(MIN.) THAN WIDTH OF ROOTBALL. PIT
DEPTH AS NEEDED TO SET ROOTBALL
COLLAR AT PROPOSED FINISHED
GRADE, PLACE ROOTBALL ON SOLID
SOIL AND NOT LOOSE BACKFILL.
5O PIT BACKFILL SOIL PER SPECIFICATIONS
BO UNDISTURBED EARTH
7O SECURE TREES WITH TREE STAPLES,
PROVIDE 3 PER TREE, TOP OF STAPLE
TO BE BELOW TOP OF MULCH.
SECTION
SECTION
1 MULTI -TRUNK TREE PLANTING
2
U)
TREE PLANTING
3" MULCH PER
O
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SPECIFIICTIONS
} EXISTING SllBGRADE
A
SPACING
AS NOTED
3°
2O Y HIGH EARTH SAUCER
N.T.S.
MIN.
OPLANTING PIT: EXCAVATE 6' LARGER (MIN.)
2
THAN WIDTH OF FOOTBALL, W/ PIT DEPTH
>��r�
3
`FBI
���:��
AS NEEDED TO SET ROOTBALL 9
7
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PROPOSED FINISHED GRADE. PLACE
•
SECTION
1O
4" EARTH SAUCER
E
LOOSE BACKFILL. SCARIFY SIDES OF PIT.
N.T.S.
4' MULCH PER SPECIFICATIONS
PROVIDE CONTINUOUS PIT FOR MASSED
-:.
TAND
I C \ -T Y — "O
4O ROOT BALL. REMOVE FROM CONTAINER,
TIES WIRE BASKET FROM TOP lf3
4l r1r rT\ �
31
—/�-�'
GENTLY SCARIFY GIRDERED ROOTS AS
(@ least 72 hours prior to digging)
OF ROOTBALL. REMOVE ALL NYLON
STRINGS, PLASTIC LINERS, AND OTHER
NEEDED, REMOVE ALL TAGS &TWINE.
I —
1 5
-Tff 7( �I
SYNTHETIC MATERIALS FROM THE
�20•�_,
r
CONTINUOUS SOIL BED MIX IN MASS
ENTIRE FOOTBALL.
PLAN
PLANTINGS,
O
PLANTING PIT EXCAVATED 12" LARGER
O UNDISTURBED EARTH
C
SHRUB PLANTING
(MIN.) THAN WIDTH OF ROOTBALL. PIT
GRAPHIC SCALE IN FEET
Pa!DR TD ANr TRENCwND
SM41 Site Benchmalk cross out on somh —t comer of Inlet
DEPTH AS NEEDED TO SET ROOTBALL
N.T.S.
CR EXCAVATIDN.
on the south Side of East Dallas Road and 226 feet east of
COLLAR AT PROPOSED FINISHED
SHEET NUMBER,
I J
GRADE, PLACE FOOTBALL ON SOLID
L -02
II
SOIL AND NOT LOOSE BACKFILL
\- el'fV / //j
OPIT
BACKFILL SOIL PER SPECIFICATIONS
fiO
UNDISTURBED EARTH
O
SECURE TREES WITH TREE STAPLES,
PROVIDE STAPLE
TOP OF MULCH,
TO BE BELOWR
4" MIN,
B"
�0
SECTION
1 MULTI -TRUNK TREE PLANTING
2
U)
yP/
3" MULCH PER
O
:} }
SPECIFIICTIONS
} EXISTING SllBGRADE
(D3' MULCH PER SPECIFICATIONS
SPACING
AS NOTED
3°
2O Y HIGH EARTH SAUCER
1
MIN.
OPLANTING PIT: EXCAVATE 6' LARGER (MIN.)
2
THAN WIDTH OF FOOTBALL, W/ PIT DEPTH
>��r�
3
`FBI
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AS NEEDED TO SET ROOTBALL 9
�_FI ��N ✓�
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-jii ! 1J=il T
SECTION
ROOTBALL ON SOLID SOIL AND NOT
GROUNDCOVER PLANTING
E
LOOSE BACKFILL. SCARIFY SIDES OF PIT.
N.T.S.
PROVIDE CONTINUOUS PIT FOR MASSED
-:.
BED PLANTINGS.
I C \ -T Y — "O
4O ROOT BALL. REMOVE FROM CONTAINER,
to
4l r1r rT\ �
31
—/�-�'
GENTLY SCARIFY GIRDERED ROOTS AS
(@ least 72 hours prior to digging)
rl
\
NEEDED, REMOVE ALL TAGS &TWINE.
I —
1 5
-Tff 7( �I
O PIT BACKFILL W/ PREPARED SOIL BED
MIX PER SPECIFICATIONS PROVIDE
r
CONTINUOUS SOIL BED MIX IN MASS
Q
PLANTINGS,
HENCHMARKLIST
J
O UNDISTURBED EARTH
C
SHRUB PLANTING
GRAPHIC SCALE IN FEET
Pa!DR TD ANr TRENCwND
SM41 Site Benchmalk cross out on somh —t comer of Inlet
N.T.S.
CR EXCAVATIDN.
@_STEEL EDGING
N.T.S.
ODIFFERENT PLANTING
TREATMENTS,
OMETAL EDGING
3O BED SOIL. 12" MINIMUM
DEPTH. REF. NOTES
AND/OR SPECS FOR MIX
& DEPTH.
qO NATIVE SOIL
O 4'TOPSOIL. REF. NOTES
AND/OR SPECS FOR MIX
& DEPTH,
O O
iD GROUNDCOVER
2
U)
yP/
3" MULCH PER
O
:} }
SPECIFIICTIONS
} EXISTING SllBGRADE
SPACING
AS NOTED
SPACING 4O BED SOIL PER
AS NOTED SPECIFICATIONS
PLAN
1
2
>��r�
3
`FBI
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CALL BEFORE YOU DIG
GROUNDCOVER PLANTING
E
N.T.S.
CASE NAME! RYDER TRUCK RENTAL
CASE NUMBER: CU14 -13
LOCATION: 1100 TEXAN TRAIL AND
1150 E NORTHWEST HIGHWAY
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET R OF 11
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT VJJITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
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to
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0
NORTH
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Q
."TING UNDERGRDUND
uTILIrIEs CDNrRgCTOR TO
HENCHMARKLIST
J
VERIFY - ACT LDCATION
GRAPHIC SCALE IN FEET
Pa!DR TD ANr TRENCwND
SM41 Site Benchmalk cross out on somh —t comer of Inlet
0 �
CR EXCAVATIDN.
on the south Side of East Dallas Road and 226 feet east of
-
SHEET NUMBER,
Te— Trail
E!— = 612.26
L -02
REVISIONS
REV # I DATE I BY:
Note:
1. Illumination signage was included in the determination of the
illumination levels.
CASE NAME: RYDER TRUCK RENTAL
CASE NUMBER: CU14 -13
LOCATION: 1100 TEXAN TRAIL AND
1150 E NORTHWEST HIGHWAY
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET; 7 OF 11
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
-„Ili -i_ - ,'6"1e
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BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS
SHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND /OR ARCHITECT
MUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD
CONDITIONS.
THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM
LABORATORY DATA TAKEN LNDER CONTROLLED CONDITIONS UTILIZING CURRENT
INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATING
ENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY
MANUFACTURER'S LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE,
TOLERANCE IN LAMPS AND OTHER VARIABLE FIELD CONDITIONS.
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JIR POSED D
e e k. - J.2 B LDING
'1.1 'J.3 G. ' 3..3 G.1 t`.`o 1i0 1.7 3.3 t.9 15. RYDER TRUCK RENTAL INC. h•0 f•e FX SION e 1 G•1 T%•0
VOL. 6506 PG 422 -
VOL 6508 PG 416
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v 116.000'
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1 South Elevation -
5 116" = V -0"
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ORIGINAL SHEET SIZE 22" X 34"
I
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SMOOTH FACE CMU AT ACCENT STRIPES;
PAINT SHERWIN WILLIAMS GYPSY RED SW -6865 ,
SMOOTH FACE CMU AT ACCENT STRIPES;
PAINT SHERWIN WILLIAMS BLACK
5/1/14 CHANGED NEW SHOP WALLS TO SPLIT FACE CMU
LPIUCALMOM CED NEW OVERHEAD DOORS HEIGHT TO 16';
AT CH EXISTI G OVE HEAD 0
I I I I
CASE NAME: RYDER TRUCK RENTAL
CASE NUMBER: CU14 -13
LOCATION: 1100 TEXAN TRAIL AND
1150 E NORTHWEST HIGHWAY
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
DATE:
SHEET, 8 OF 11
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
— T.O. New Wall—Al
123.000'
— RED BAND
— BLACK BAND
— Second Floo»r
109.000 11
_Slab AN
100.000'
9
T.O. New Wall /1
123.000'
_T.O_Exist Wall n
116.000'
z.1 ZT T.O. Slab
-- 100.00
Building Location
Total Wall Area
(Existing & New)
south - new
671
south - exist
430
east -exist
1210
east -new
1030
north - exist
278
north -new
671
Est - new (wall)
2276
Wert - new (canopy)
582
south - office tower
337
east - office tower
352
north- office tower
417
west - office tower
391
�_l (exist & new)
.645
Mason
119'. = t, -A,
TYPICAL EXTERIOR MATERIALS
METAL ROOF
ARCHITECTURAL BUILDING COMPONENTS 300 SERIES 24 GA.
22" STIFFENER RIB PROFILE, METAL ROOF SYSTEM WITH
DOUBLE LOCK SEAM, COLOR: SANDSTONE
(VERIFY SANDSTONE OR MATCH EXISTING GRAY WHITE ?)
SPLIT FACE CONCRETE MASONRY UNIT
SPLIT FACE CONCRETE MASONRY UNITS, COLOR TO MATCH
SHERWIN WILLIAMS GULL GRAY HC -132; SEAL WITH TWO
COATS SHERWIN WILLIAMS H &C SHIELD PLUS (CLEAR);
GENERAL CONTRACTOR TO PROVIDE SAMPLES PRIOR TO
ORDERING.
METAL COPING, DOWNSPOUTS, GUTTERS, & CONDUCTORS
PREMANUFACTURED METAL BUILDING COMPONENT COLORS
TO MATCH ROOF COLOR.
KAWNEERTYPE 450ALUMINUM FRAMES, BLACKANODIZED
FINISH WITH 1" LOW E INSULATED GLASS
CONCRETE MASONRY UNIT, FLAT FACE, ONE COURSE,
PAINTED SHERWIN WILLIAMS BLACK
CONCRETE MASONRY UNIT, FLAT FACE, TWO COURSES,
PAINTED SHERWIN WILLIAMS GYPSY RED SW -6865
ADD 64" TALL CMU WAINSCOT TO EXISTING BUILDING WALL,
WHITE RIBBED METAL SIDING ABOVE CMU TO REMAIN ,/
TYPICAL BOLLARD 6" DIAX 5' TALL STEEL PIPE BOLLARD
PAINTED SAFETY RED, SHERWIN WILLIAMS SW -4081
RYDER - Grapevine, TX
Masonry Percentages
Full Height Block on N & 5 (none on canopy) /Full Height Block on E & W - New
5.33 FT Partial Height Block on N, 5 & E- Existing
Area (SF) Description of Area
618 Full height block from grade (not canopy)
115 5.33 FT high block from grade
336 5.33 FT high block from grade
1030 East Wall of new shop (exposed area only in calculation)
46 5.33 FT high block from grade
618 Full height block from grade (not canopy)
2276 Full height block
0 New metal
337 Full height block
352 FOR height block
417 Full height block
391 Full height block
65361T.tal Block Area
76 Masonry %
Chart
t�
-ET"
\isiou • Solulious Valor.
Revisions
Rev. # esc
Dri io n Date
3 Rev H G U Exter 5/1/2014
PROJECT NUMBER 15- ET1276
Working Draft - Rev J
5/5/2014
Elevations - Proposed
5
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Revisions
Rev. # esc
Dri io n Date
3 Rev H G U Exter 5/1/2014
PROJECT NUMBER 15- ET1276
Working Draft - Rev J
5/5/2014
Elevations - Proposed
5
I
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II
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6 2
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9.
0
Kev Plan
8
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[-T.O. Exist Wall
- - - --
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5/1114 REDUCED NEW SHOP DOORS TO 16' TALL
1._1
109.000'
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I
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i
5/1114 CHANGED NEW SHOP WALLS TO SPLI
i i
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l 1 North Elevation -Proposed
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Tr
A BB
j I
T.O. New Wall
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'%7-123—
--
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5/1114 REDUCED NEW SHOP DOORS TO 16' TALL
Qs
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Revisions
123.0007
Rev. u
3 Rey
T_O_Exist Wall L1
116.000'
_Second Floor L1
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—
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I
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100.000'
I._l.: L. L_L__' A .. _.1. i__L..I. - 1. I
I
(j) Office Tower West Elevation C4) Partial East Elevation
ORIGINAL SHEET SIZE 22" X 34"
i a
CASE NAME: RYDER TRUCK RENTAL
CASE NUMBER: CU14 -13
LOCATION: 1100 TEXAN TRAIL AND
1150 E NORTHWEST HIGHWAY
_ MAYOR _____ SECRETARY —
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE: _
SHEET: 9 OE 11
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
511/14 EXISTING FUEL
CANOPY TO REMAIN
1 E
l
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I 15
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5/1/14 CHANGED
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WALLS TO CMU
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PROJECT NUMBER 15- ET1276
Slab Working Draft - Rev J
100.000 5/5/2014
Elevations - Proposed
I
I
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V
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NN
01-0
T.O_New Wall /1
Revisions
123.000'
Rev. u
3 Rey
T_O_Exist Wall L1
116.000'
_Second Floor L1
109.000'
O
Lri CO
O N
L , CO
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(B � I—
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PROJECT NUMBER 15- ET1276
Slab Working Draft - Rev J
100.000 5/5/2014
Elevations - Proposed
ill I
I
11 1
-LQ.-ExislWall
116.000'
5—od F15joL_&
10
9.000'
VT.O. Slab
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f 1
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11R., = I.-A.,
0-fjO- N W 1 'op o�t Wall _k . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.
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T 7--7 T--T- Storage T--F _ � I
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e4eqon�_Floor
I(T,0,6
0-ji IT06- —s"dS11— - —
Long Section -
1/8" = V-0"
ORIGINAL SHEET SIZE 22" X 34"
CASE NAME: RYDER TRUCK RENTAL
CASE NUMBER: CU14-13
LOCATION: 1100 TEXAN TRAIL AND
1150 E NORTHWEST HIGHWAY
rmYok - ---- ------ SE&k&kf�y
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SJ9FFT, 10 OF 11
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES-
DEPARTMENT OF DEVELOPMENT SERVICES
Key Plan
E 'I
T
PROJECT NUMBER 15-ET1276
Working Draft - Rev J
5/5/2014
Sections
7
O
CD
X
ti
CD
<
W
C:
> C)
>
M
Co
E2
L-.
X .0 L0
CD
04
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LF) 0) U)
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Revisions
PROJECT NUMBER 15-ET1276
Working Draft - Rev J
5/5/2014
Sections
7
i
i
0
o�
N
Fuel Canopy North 2 Fuel Canopy West
1/4!'= 1' -0"
Enclosure South Elevation
48' - 0"
7 Dumpster Enclosure Plan 4
8 3116" = 1'A" O
ORIGINAL SHEET SIZE 22" X 34" e
,I
8 / 1/8., =1,_0„
CASE NAME: RYDER TRUCK RENTAL
CASE NUMBER: CU14 -13
LOCATION: 1100 TEXAN TRAIL AND
1150 E NORTHWEST HIGHWAY
MAYOR SECRETARY
I DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET" 11 OF 11
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES,
DEPARTMENT OF DEVELOPMENT SERVICES
NO GATES; TALL BOLLARDS
ALLOW FUTURE GATES
-� ;KADE TYPE WOOD POLE FENCE
)ster Enclosure East El
1/4" = V -0"
9 Stockade Fence Interior
1/2" = V -0"
4 X 6 RAILS
6 X 6 PRESSURE TREF
POSTS AT 8' O.C.; EME
MIN. 24" IN CONCRETE
i TALL CONCRETE FILLED
ARD, RYDER RED
" TALL CONCRETE FILLED
ARD; SET MINIMUM 36"
)W SLAB IN CONCRETE
•
DUMPSTER ENCLOSURE; SEE CIVIL
DRAWINGS FOR EXACT LOCATION
f— VIEW 5
I�
SHEETS
VIEW 4
SHEET 8
Plan NORTH
E l"I'll
\i. <inn solulinu4 Aabx`
ENO
W
Q
cu
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V
1
L
L.L.
Revisions
0
LL
7 N
O N
CID
N
Lr) m
N m
Qj Q N
i= r
Q.
N
N
ry
r
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06 U)
cu -0 F
cum O
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O M +r
Lo
N
r- J Q
PROJECT NUMBER 15- ET1276
Working Draft - Rev J
5/5/2014
Fuel Canopy and
Dum pster
•