HomeMy WebLinkAboutORD 2022-017 ORDINANCE NO. 2022-017
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS ISSUING PLANNED DEVELOPMENT
OVERLAY PD22-02 TO DEVIATE FROM THE PERIMETER
LANDSCAPE AREA REQUIREMENT IN THE LANDSCAPING
REGULATIONS AND TO DEVIATE FROM MINIMUM
MASONRY MATERIAL REQUIREMENTS FOR BLOCK 22,
LOT 5 ORIGINAL TOWN OF GRAPEVINE (351 EAST
HUDGINS STREET) 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 PLANNED DEVELOPMENT OVERLAY PERMIT;
PROVIDING A PENALTY NOT TO EXCEED THE SUM OF
TWO THOUSAND DOLLARS ($2,000.00); DECLARING AN
EMERGENCY AND PROVIDING AN EFFECTIVE DATE
WHEREAS, an application was made requesting issuance of a planned
development overlay by making applications for same with the Planning and Zoning
Commission of the City of Grapevine, Texas, as required by State statutes and the zoning
ordinance of the City of Grapevine, Texas, and all the legal requirements, conditions and
prerequisites having been complied with, the case having come before the City Council of
the City of Grapevine, Texas, after all legal notices requirements, conditions and
prerequisites having been complied with; and
WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing
called by the City Council did consider the following factors in making a determination as to
whether this requested planned development overlay 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 planned development overlay
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 41 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 planned development overlay, 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
planned development overlay 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 planned development overlay 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 planned development overlay 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.
L
Ordinance No. 2022-017 2
Section 1. That the City does hereby issue a planned development overlay in
accordance with Section 41 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 Planned Development Overlay No PD22-04 to deviate from the perimeter
landscape area requirements in Section 53, Landscaping Regulations and deviate from the
minimum masonry material requirements in Section 54, Masonry Requirements within the
following described property. Block 22, Lot 5 Original Town of Grapevine (351 East
Hudgins Street) all in accordance with a site plan approved pursuant to Section 47 of
Ordinance No. 82-73, attached hereto and made a part hereof as Exhibit"A", and all other
conditions, restrictions, and safeguards imposed herein, including but not limited to the
following: None.
Section 2 The City Manager is hereby directed to amend the official zoning map
of the City of Grapevine, Texas, to reflect the herein planned development overlay.
Section 3. That in all other respects the use of the tract or tracts of land herein
above described shall be subject to all the applicable regulations contained in said City of
Grapevine zoning ordinance and all other applicable and pertinent ordinances of the City of
Grapevine, Texas.
Section 4. That the zoning regulations and districts as herein established have
been made in accordance with the comprehensive plan for the purpose of promoting
health, safety, morals and the general welfare of the community They have been
designed with respect to both present conditions and the conditions reasonably anticipated
to exist in the foreseeable future,to lessen congestion in the streets, to secure safely from
fire, panic, flood and other dangers; provide adequate light and air, to prevent
overcrowding of land, to avoid undue concentration of population, facilitate the adequate
provisions of transportation, water, sewerage, drainage and surface water, parks and other
public requirements,and to make adequate provisions for the normal business, commercial
needs and development of the community. They have been made with reasonable
consideration, among other things, of the character of the district, and its peculiar suitability
for the particular uses and with a view of conserving the value of buildings and encouraging
the most appropriate use of land throughout the community.
Section 5. This ordinance shall be cumulative of all other ordinances of the City of
Grapevine, Texas, affecting zoning and shall not repeal any of the provisions of said
ordinances except in those instances where provisions of those ordinances which are in
direct conflict with the provisions of this ordinance.
Section 6. That the terms and provisions of this ordinance shall be deemed to be
severable and that if the validity of the zoning affecting any portion of the tract or tracts of
land described herein shall be declared to be invalid, the same shall not affect the validity
of the zoning of the balance of the tract or tracts of land described herein
Section 7. Any person violating any of the provisions of this ordinance shall be
deemed guilty of a misdemeanor and upon conviction thereof shall be fined in a sum not to
Ordinance No 2022-017 3
exceed Two Thousand Dollars ($2,000.00) and a separate offense shall be deemed
committed upon each day during or on which a violation occurs or continues.
Section 8. 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 this the 15th day of March, 2022.
APPROVED:
William D. Tate
Mayor
ATTEST:
nNF\
Qa6�asz,) ,
, a
u� irti
Tara Brooks 61 k ;n
City Secretary ` CO
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APPROVED AS TO FORM:
iNc vJ. R
Matthew C.G Boyle
City Attorney
L
Ordinance No 2022-017 4
I
METES AND BOUNDS'.
ALL THAT CERTAIN 1.111 ACRES TRACT. WHICH IS THE PROPERTY DESCRIBED IN THE DEED TO
WRIGHT 430 MAIN LLC, RECORDED IN DOCUMENT NUMBER D219258257 IN THE DEED RECORDS
OF TARRANT COUNTY, TEXAS (D.R.T.C.T), OUT OF LOT 5, BLOCK 22. ORIGINAL TOWN OF
GRAPEVINE, RECORDED IN VOLUME 309, PAGE 71 IN THE PLAT RECORDS OF TARRANT COUNTY,
TEXAS IF R.LC.T ), IN THE WILLIAM DOOLEY SURVEY, A-022. CITY OF GRAPEVINE, TARRANT
COUNTY, TEXAS, AND MORE PARTICULARLY DESCRIBED BY THE METES AND BOUNDS AS
FOLLOWS'. (ALL BEARINGS SHDWN HEREON ARE BASED ON THE SOUTH LINE OF SAID MIGHT
430 MAIN LLC TRACT)
BEGINNING AT A YIRON PIPE FOUND FOR THE SOUTHWEST CORNER OF ME HEREIN DESCRIBED
TRACT, COMMON TO ME SOUTHEAST CORNER OF LOT 7R, BLOCK 15. ORIGINAL TOWN OF
GRAPEVINE, RECORDED IN CABINET A, SUITE 569 P.R.T.C.T_ IN THE NORTH RIGHTAF-WAY LINE
OF HUDGINS STREET (SO RIGHT-0E-WAY):.
THENCE NORTH DO. 42' S5' WEST- 220.77 ALONG ME EAST USE OF SAID LOT 7R, BLOCK 1S,
ORIGINAL TOWN OF GRAPEVINE, TO A -IRON ROD (BENT) FOUND FOR THE NORTHWEST
CORNER OF ME HEREIN DESCRIBED TRACT. COMMON TO ME SOUTHWEST CORNER OF ME
0A93 ACRE TRACT, DESCRIBED IN THE DEED TO BARRY L. 8 LORI R. BUSCHEL, RECORDED IN
DOCUMENT NUMBER D211158712 D.R.TC.T., FORM WHICH A FOUND'X- IN A STONE COLUMN FOR
THE NORTHWEST CORNER OF SAID BUSCHEL TRACT BEARS NORTHOIL Q' E5" WEST-177,19:
THENCE SOUTH 8T 52' 2T EAST-120.20' TO A I I2 IRON ROD IMTH A CAP STAMF£D'SPRY 564T' '..
FOUND FORA POINT FOR CORNER OF THE HEREIN DESCRIBED TRACT, COMMON TO ME
SOUTHEAST CORNER OF SAID BUSCHEL TRACT,
THENCE NORTH 00' 31' OS -MST, PASSING AT A DISTANCE OF 11.50' A 1I2' IRON ROD WITH A CAP
STAMPED 'SPRY 564T' FOUND ON A FINE. CONTINUING FOR A TOTAL DISTANCE OF 13.74' ALONG
ME EAST LINE OF SAID BUSCHEL TRACT, TO A POINT FOR CORNER OF THE HEREIN DESCRIBED
TRACT, COMMON TO THE SOUTHWEST CORNER OF THE 0,1SO ACRE TRACT, DESCRIBED IN THE
GEED TO TO BOLLINGER INVESTMENT GROUP, LLC. RECORDED IN DOCUMENT NUBER D218085917C DA.T .T., FROM WHICH AN 'X' IN CONCRETE FROM FOR THE COMMON NORTH CORNER OF SAID
BUSCHEL TRACT AND BOLLINGER INVESTMENT GROUP TRACT BEARS NORTH OW 31' OS' WEST-
165A9
THENCE NORTH 09' 36 36- EAST - 97.41' TO ME NORTHEAST CORNER OF ME HEREIN
DESCRIBED TACT. COMMON TO ME SOUTHEAST CORNER OF A 50' X 165 TRACT, DESCRIBED IN
THE DEED TO RUBEN C. OELECN, RECORDED IN DOCUMENT NUMBER D2B73GH 70, IN THE WEST
UNE OF LOT SR, BLOCK 22, ME ORIGINAL TOWN OF GRAPEVINE RECORDED IN DOCUMENT
NUMBER D21717-0 PR.T.C.T., FROM WHICH AN "X' IN CONCRETE FOUND FOR THE NORTHEAST
CORNER OF SAID DELEON TRACT BEARS NORTH 00- 29' or WEST-165.OR:
MEN CESOUTH80' E44'WEST-9840ALONG THE NORTH LINE OF SAIDCITY OFGRAPEVINE
TRACT, TO A — IRON ROD FOUND FOR ME SOUTHERN MOST SOUTHEAST CORNER OF ME
HEREIN DESCRIBED TRACT, IN ME NORM RIGHT-OF-WAY LINE OF SAID HUDGINS STREET, FROM
WHICH A PK NAIL FOUND FOR THE NORTHWEST CORNER OF SAID CITY OF GRAPEVINE TRACT,
BEARS SOUTH BD' 15' 4P MST -133.34%
MENCE NORM 09' 32' 00- WEST -119.6E ALONG THE NORTH RIGHTAF-WAY LINE OF SAID
HUDGINS STREET, TO THE MINT OF BEGINNING AND CONTAINING 1.116 ACRES OF LAND.
-EX. S WOOD
PRIVACY FENCE
PROP. SITE
LIGHTING
(SEE ARCH.
PLANS FOR
DETAILS)
-PROP. SITE
LIGHTING
(SEE ARCH.
PLANS FOR
DETAILS)
--------PROP. SITE LIGHTING
(SEE ARCH. PLANS
FOR DETAILS)
EX. WROUGHT
IRON FENCE
CASENAME'. VERDADOFHCE
CASE NUMBER: PC-
-OCATION:351 E. HUDGINS STREET
MAYOR SECRETARY
DATE
PLANNING AND ZONING COMMISSION
CWIIRMAN
DATE.
SHEET 1 OF 4
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF PLANNING SERVICES
END PROP. 8'�
CEDAR
PRIVACY
FENCE
PROP.
CONCRETE
PAVEMENT
PROP. Y CEDAR
PRIVACY FENCE
1 PROP. SITE LIGHTIN
(SEE MEP PLANS FOR
DETAILS)
PROP.
DUMPSTER WITH 8'
SCREENING WALL
(REFER ARCH PLANS
FOR DETAILS)
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1.116 ACRES OF LOT 5, BLOCK 22
ORIGINAL TOWN OF GEAPEVINE
VOL 309, P.G.71 P.R.T.C.T.
EXISTING ZONING:
CC -COMMUNITY COMMERCIAL
VERDAD OFFICE SPACE
2-STORY BUILDING (29'-O.T
1ST FLOOR GFA: 11,822 S.F.
2ND FLOOR GFA: 2,976 S.F.
TOTAL GFA 14,798 S.F.
NET GFA: 9,357 S.F.
h
� F.F.E.=635.61'
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DOMESTIC WATER METER
IRRIGATION METER
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GAS METER
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LIGHT POLE
POWER POLE
SITE DATA SUMMARY TABLE
ZONING:
CC -COMMUNITY COMMERCIAL
PROPOSED USE:
PROFESSIONAL OFFICE
REQUIRED
PROVIDED
BUILDING HEIGHT:
50 FEET
2 STORIES (29'-0")
BUILDING AREA:
29,167 S.F. (60%)
14,798 S.F. (25.35%)
1ST FLOOR NET AREA'.
N/A
6.925 S.F.
2ND FLOOR NET AREA.
N/A
2 432 SF.
NET BUILDING AREA:
N/A
9 357 S,F.
LOT AREA:
30, 000 S.F.
48 612 S.F.
TOTAL IMPERVIOUS AREA:
38.890 S.F. (80%)
33,939.86 S.F. (69.8294)
TOTAL OPEN SPACE:
9,722 S.F. (20%)
14,672.14 S.F (3T18%)
REGULAR PARKING:
N/A
45 SPACES
HANDICAP PARKING.
2 SPACES
2 SPACES
TOTAL PARKING:
5.11 PER 300 SF.)
36 SPACES
47 SPACES
0
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Know what's below.
Ca11 before you dig.
DATE DESCRIPTION
01-12-2022 1st SUBMITTAL
E COLLEGE STREET
O
SITE
E HUDGINS STREET
VICINITY MAP
N.T.S.
SITE GENERAL NOTES
1, ALL CONSTRUCTION SHALL BE IN STRICT AGGORDANCE WITH THE CITY OR
LOCAL JURISDICTION STANDARDS.
2. THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS IS
TAKEN FROM AS-BUILTS, UTILITY PLANS OR SURVEY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE
OWNERS OF SUCH UNDERGROUND UTILITIES PRIOR TO WORKING IN THE
AREA TO CONFIRM THEIR EXACT LOCATION AND TO DETERMINE WHETHER
ANY ADDITIONAL UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY
BE PRESENT. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL
UNDERGROUND UTILITIES. IF EXISTING UNDERGROUND UTILITIES ARE
DAMAGED, THE CONTRACTOR VVILL BE RESPONSIBLE FOR THE COST OF
REPAIRING THE UTILITY.
3, WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN OR
DAMAGED, THE CONTRACTOR SHALL REPLACE OR REPAIR THE UTILITIES OR
SERVICE LINES WITH THE SAME TYPE OF ORIGINAL MATERIAL AND
CONSTRUCTION. OR BETTER, UNLESS OTHERWISE SHOWN OR NOTED ON
THE PLANS. AT HIS OWN COST AND EXPENSE, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICTS V111TH
UTILITIES.
4. ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY
VVITH THE REQUIREMENTS OF THE U. S. DEPARTMENT OF LABOR, OSHA,
CONSTRUCTION SAFETY AND HEALTH REGULATIONS AND ANY
AMENDMENTS THERETO.
5, THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY
CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. RESTORED AREAS
INCLUDE, BUT ARE NOT LIMITED TO TRENCH BACKFILL SIDE SLOPES,
FENCES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS AND ROADWAYS.
6. ANY CHANGES NEEDED AFTER CONSTRUCTION PLANS HAVE BEEN
RELEASED. SHALL BE APPROVED BY THE CITY ENGINEER. THESE CHANGES
MUST BE RECEIVED IN WRITING.
7. THE CONTRACTOR SHALL PROVIDE "RED LINED" MARKED PRINTS TO THE
ENGINEER PRIOR TO FINAL INSPECTION INDICATING ALL CONSTRUCTION
WHICH DEVIATED FROM THE PLANS OR WAS CONSTRUCTED IN ADDITION TO
THAT INDICATED ON THE PLANS.
B. ALL CURB RADIUS TO BE 10' OR 2' UNLESS OTHERWISE NOTED ON THE SITE
PLAN.
9, REFUSE DISPOSAL AREAS SHALL BE LANDSCAPED AND SCREENED FROM
VIEW.
10. MECHANICAL AND ELECTRICAL EQUIPMENT INCLUDING AIR CONDITIONING
UNITS, SHALL BE DESIGNED, INSTALLED AND OPERATED TO MINIMIZE NOISE
IMPACT ON SURROUNDING PROPERTY. ALL SUCH EQUIPMENT SHALL BE
SCREENED FROM PUBLIC VIEW.
11. THE MASONRY REQUIREMENTS OF SECTION 54 SHALL BE MET.
12. ALL REQUIREMENTS OF THE CITY OF GRAPEVINE SOIL EROSION CONTROL
ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION.
13, ALL EXISTING UTILITY LOCATIONS DEPICTED ON PLAN ARE APPROXIMATE,
GC TO FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES
PRIOR TO EXCAVATION AND CONSTRUCTION.
NOTE:
BOARD OF ZONING ADJUSTMENT REQUEST IS A SPECIAL EXCEPTION TO ALLOW
AN EXISTING BUILDING TO ENCROACH INTO THE MINIMUM 25-FOOT REAR -YARD
SETBACK BY 11 41-FEET (70-FOOT WIDE SECTION)., A SPECIAL EXCEPTION TO
ALLOW AN EXISTING BUILDINGONE-STORY WHILE ADJACENT TO
TO EXCEED 25' RESIDENTIAL DISTRICTS TO THE NORTH AND EAST. AND A SPECIAL EXCEPTION
TO KEEP AN EXISTING OPAQUE WOODEN 8' FENCE ALONG THE NORTHERN AND
EASTERN PROPERTY LINES, ADJACENT TO RESIDENTIALLY ZONED PROPERTIES
INSTEAD OF ADDING A WALL, HEDGE, OR BERM CONSISTENT VVITH SECTION
53.H.2.B,
SITE PLAN
FOR
VERDAD OFFICE
351 E. HUDGINS STREET
WILLIAM DOOLEY SURVEY, AB. NO. 442
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
1.116 ACRES OR 48,612 SQ. FT.
ZONE: CC -COMMUNITY COMMERCIAL
DATE OF PREPARATION: FEBRUARY 22, 2022
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CASE NAME'. VERDAD OFFICE
CASE NUMBER. PDi
LOCATION. 351 E. HUDGINS STREET
MAYOR SECRETARY
DATE'.
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE
SHEET 2 OF 4
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT MATH ANY CODES OR
ORDINANCES,
DEPARTMENT OF PLANNING SERVICES
CONSTRUCT
CURB CUT
LF OF 6"
RETAINING
WALL
(SEE PAVING
DETAILS)
CONSTRUCT
WIDE CONC.
CHANNEL"A"
@ 4:1 SLOPE
SEEP VING
DETAILS
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c ROO
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OPENING FROM
IT ENCLOSURE
Hato c
1B.1CRETSOONLOFT G5, BLOCK 22
NAL EAPEVINE EIl6I OVOL 309.PG71PRTCT
611.151P
EXISTING ZONING.
-'
CC -COMMUNITY COMMERCIAL
VERDAD OFFICE SPACE
2-STORY BUILDING (29'-0")
i
1ST FLOOR GFA 11,822 S.F.
y
2ND FLOOR GFA'. 2,976 S.F.
r, ..
TOTAL GFA: 14,798 S.F.
O
s"'
NET GFA'. 9,357 S.F.
F.F.E.=635.61'
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GRADING GENERAL NOTES
IS
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1. ALL SURPLUS EXCAVATION AND WASTE
N 89'35 36
E
MATERIAL SHALL BECOME THE
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PROPERTY OF THE CONTRACTOR AND
IT SHALL BE HIS SOLE RESPONSIBILITY
bat W..sltm
EG
TO REMOVE SUCH SURPLUS
EXCAVATION AND WASTE MATERIAL
see mm G
sal
FROM THE SITE TO A PUBLIC DUMP
sum
SITE APPROVED FOR THE DISPOSAL OF
E
SUCH MATERIALS. IF SURPLUS
EXCAVATION IS REMOVED FROM THIS
SITE TO ANOTHER PROPERTY, IT SHALL
BE PLACED ON SUCH PROPERTY WITH
L_ \�y-
nl c i
THE WRITTEN CONSENT OF THE
1r
`.\
-In
OWNER(S) OF SUCH PROPERTY. A
..f
I
COPY OF SUCH WRITTEN CONSENT
�/ s�um Ec
SHALL BE PROVIDED TO THE OWNER. IF
MEm c
`,,
.-
- -- THE CONTRACTOR WISHES TO DISPOSE
sssdz ro
2osx silt c
-
ti
OF SURPLUS EXCAVATION ON -SITE IT
stt93 n
-
s
SHALL BE ONLY WITH THE PRIOR
APPROVAL THE OWNERS PROJECT
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GsuyG
REPRESENTATIVE AND CARE SHOULD
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1p
13r
susf c j
BE TAKEN TO AVOID BLOCKING
NATURAL DRAINAGE AND INCREASING
-
1'
sum xc
STEEP SLOPES, THE CONTRACTOR IS
REQUIRED TO PROVIDE HIS OWN
STAKING AND TO VERIFY PROJECT
¢ ELEVATIONS. "MATCH EXISTING" SHALL
BE UNDERSTOOD TO APPLY TO BOTH
VERTICAL ELEVATION AND HORIZONTAL
ALIGNMENT.
2, THE CONTRACTOR SHALL PREPARE
ALL LANDSCAPE AREAS INCLUDING
STREET RIGHT-OF-WAY AREAS TO AN
ACCEPTABLE SUBGRADE CONDITION IN
ACCORDANCE WITH THE LANDSCAPE
PLANS. IF THE CONTRACTOR IS NOT
EMPLOYED TO PROVIDE AND INSTALL
LANDSCAPING, HE SHALL PREPARE A
FINISHED AND COMPACTED
SUB -GRADE IN THE LANDSCAPING
AREAS.
1NO SLOPES TO EXCEED 3H.IV WITHOUT
SLOPE STABILIZATION.
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CURB CUT N,
sIS.K S,
snu
-.
GltlfIF
4
j I
'.......
6111t c
N':.
i
MSE G
min IT -I, H
6Xm
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in
G 6Hm
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M1f
1
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dH.%
M'A.fil TG
wes mau c
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115
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R
I"
44'
'E
S52
B 4
nA51 EG :.,.' G
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stif
Sh mS
l
.R
1 1f9 �
II C
v �11
0 -
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�
624M '
633
m. u "
633
q�c9 TC
..
61WS9 N6
HUDGINS STREETL
T
sna k TM
t.afaR
611]5 G
U2.190.R 61199C
d IX 1P
MI.n G, IF
(50' R.O.W.)
�\
`.
n1f.m Er. ry
IA IX W
snQ u ry
8.52 LF 2-18"CLASS IV RCP
@ 1.08 %
U
.._ _ . .. -... _... _ .__ _. . _...... __ _ .........
(SEE POST DRAINAGE
PLAN FOR DETAILS)
tt 637.00 EG
636.09 TC
635.59 G
635.34 TP
O
35
35.5 615.43
636.11 TC 636.11 TC
635.61 G 635.61 G
GRADING LEGEND
EXISTING ELEVATION
EXISTING MINOR CONTOURS
EXISTING MAJOR CONTOURS
-
MINOR CONTOURS
464
MAJOR CONTOURS
465
SWALE
HIGH POINT -__ HP---
HP.- HP- --- HP_-__.
STORM PIPE
STM->
RETAINING WALL
RIP RAP
FINISH FLOOR ELEVATION
467,00 FF
TOP OF CURB ELEVATION
466.00 TC
GUTTER ELEVATION
465.50 G
SIDEWALK ELEVATION
465.00 SW
TOP OF PAVEMENT
464,00 TP
EX. GROUND ELEVATION
463.00 EG
EX, TOP OF CURB
464.00 EX, TC
EX GUTTER
463.00 EX. G
DRAINAGE FLOW DIRECTION
- 17„
CURB INLET
1771
STORM MANHOLE
0
STORM CLEANOUT
SANITARY SEWER MANHOLE
/®
JS
SANITARY SEWER CLEANOUT
SANITARY SEWER DOUBLE CLEANOUT
@OG
SANITARY SEWER SAMPLE PORT
GREASETRAP
O O
DOMESTIC WATER METER
IRRIGATION METER
ED
GAS METER
EM
TRANSFORMER
O
LIGHT POLE
lng&m
POWER POLE
0
J.
637.57 EG Length of Curb CUT A'and Riprap
Using thformula, Q,x CLH here:
' Q 5 514 cfs RequiredN89 °j5G4 3.3 (we�,coefficient)
Length = 4.726(M5
H OS ft
Therefore, the re uhed len hofthe curb cut equalsto 473ft.A5ft openin wlli be used.
637.09 EG
120,20 o J
'y BENCHMARKS
6TP T
..-, --y- ',i 1. PROJECT BENCHMARK #52'. 'X' CUT SET ON THE NORTHEAST CORNER OF
fi.50
•t A HEADWALL LOCATED WEST OF AN ASPHALT DRIVE LOCATED ON THE EAST
SIDE OF THE SUBJECT TRACT.
635:54 G.
635.49 ELEVATION=631.34'
�y
-'- N0. DATE
1 01-12-2022 ist SL
~ 636 2 '- .._._ '• e e 02-22-2022 2nd S'
636.10 TP
636.11 TC > Know whot-. below.
V 35.,6fi, ( 6 -- -- & Call before You d19.
CROSS SECTION A -A'
Channel Rep,d
_ J
CROSS SECTION C-C' _
DESCRIPTION BY auF.
F. OT
ITTAL KP 1p.
41TTAL Ed.
.:
.............A S. ..PATEL
KARTAVYA .....
eA. 97534 �A'
..MST: O2
S/ONAL f�
02-22-2022
E COLLEGE STREET
SITE
E HUDGINS STREET
VICINITY MAP
N.T.S.
CROSS SECTION B-B'
GRADING PLAN
FOR
VERDAD OFFICE
351 E. HUDGINS STREET
WILLIAM DOOLEY SURVEY, AB. NO. 442
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
1.116 ACRES OR 48,612 SO. FT.
ZONE: CC -COMMUNITY COMMERCIAL
DATE OF PREPARATION: FEBRUARY 22, 2022
�a0 NGLE
ENGINEERING LLC
T 469 331 85661 F I 213 t145 1 E 1 (9 gk en91 com
W hangle-engrcyom 1 01784 McDeron Sute 110 AN TX 75013
Planr*V I CM1Er0-'Irrg 1 C onMBr-j-*nt
P.E. I DES. I DATE I SCALE I PROJECT NO. I SHEET NO,
KP RR 02-22-22GEe•M 117-21
C-4.0
TX. P.E. FIRM #11525
CASE NAME: VERDAD OFFICE
CASE NUMBER: PD22414
LOCATION: 351 E. HUDGINS STREET
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIR-
DATE-.
SHEET 3 OF 4
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT WITH ANY CODES OR
ORDINANCES.
7 EX CONCRETE FLUM l
� o
PRE -DRAINAGE LEGEND
EXISTING MINOR CONTOURS
EXISTING MAJOR CONTOURS ....... . """' .5
DRAINAGE DIVIDE
DRAINAGE AREA NO. qDAX-
DRAINAGE AREA ACREAGE
DRAINAGE FLOW DIRECTION
FLOOD PLAIN NOTE
_ ACCORDING TO THE FLOOD
INSURANCE RATE MAP NO. 48439CO1i5K,
0
PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, DATED.
SEPTEMBER 2009. THE SURVEYED PROPERTY SHOWN HEREON DOES NOT LIE
WITHIN ANY SPECIAL FLOOD HAZARD AREA INUNDATED BY THE 100-YEAR
FLOOD.
BENCHMARKS
1. PROJECT BENCHMARK 452. 'XCUT SET ON THE NORTHEAST C:THE
F
A HEADWALL LOCATED WEST OF AN ASPHALT DRIVE LCCATED OST
SIDE OF THE SUBJECT TRACT.
ELEVATION=631.34'
EX. 15 LF 12" RCP
FL W = 629.32'
FL E = 629.05'
Ocap = 4.76 CPS
E COLLEGE STREET
B *SITE
E NUDGINS STREET
VICINITY MAP
N.T.S.
PRE DRAINAGE CONDITION
BASIN ID
OVERALL
AREA (ac)
Tc (min}
100-YR STORM
REMARKS
C
I prahrj
Q (cfs)
OS-1
2.25
10
0.80
12
21.61
SHEET FLOWS TO EXISTING CULVERT LOCATED BELOW THE WESTERN DRIVEWAY OF PROPERTY
OS-2
0,24
15
0.50
10
1.20
SHEET FLOWS TO PROPOSED OFFICE LOCATION
OS-3
0,27
15
0.50
10
1.37
SHEET FLOWS TO PROPOSED OFFICE LOCATION
DA•1
0A8
10
0.80
12
1 4.64
SHEET FLOWS TO EXISTING CULVERT LOCATED BELOW THE EASTERN DRIVEWAY OF PROPERTY
DA-2
0.632
10
0.8
12
8.0872
SHEET FLOWS TO CITYS RIGHT OF WAY
SUM TOTAL
0.72
OS(28Jj+ DA(18�p
13.27
NO. DATE DESCRIPTION
u1 01-12-2022 1st SUBMITTAL
2 02-22-2022 2nd SUBMITTAL
Know what's below.
Call before you dig.
PRE -DRAINAGE PLAN
FOR
VERDAD OFFICE
351 E. HUDGINS STREET
WILLIAM DOOLEY SURVEY, AB. NO. 442
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
1.116 ACRES OR 48,612 SQ. FT.
ZONE: CC -COMMUNITY COMMERCIAL
DATE OF PREPARATION: FEBRUARY 22, 2022
as T 1G�
WWg1q
wE
ENGINEERING LLC
-.♦
T. 469.33185661F. 469.213.71451 E. in(a IDVianglecngr.cem
,,,,,,,,,,,,,,,,;,*,
W 4iangM-engr.cam 1 0: 1784 WD.- Drive. SU 110, Alen. TA 75013
KARTAVYA S. PATEL%.
P�1 ��. " M,O no t
P.E.
I DES.
DATE
SCALE
PROJECT NO.
SHEET N0.
S70NAL F'�
HP
KR
02-22-22
yCJFa4R
1 117-21
C-5.0
02-22-2022
TX. P.E. FIRM #11525
CASE NAME: VEROAD OFFICE
CASE NUMBER: PD—
LOCATION:35f E.HUDGINSSTREET
MAYOR SECRETARY
DATE'.
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE'.
SHEET 4 OE 4
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT WITH ANY CODES OR
....,...�...-. ORDINANCES,�
F
2
en �A,f
""';�aIIJ!* �aYd.Y%�/ 'C—��1TI�PAA IM1r➢Ia 1� y� 63 0
r�
1e�
wbs ;Y
v 632
yr
J
T* f
�N
'�1 r. ,, y� ..,. ,'.;,r,, ,� • „ �, F, ..., Y �" ",3 r-""^%"�Y >r, rg�:".,""; "V"'"� . c. � �� 633 �, r � 33 - 6311 63630 _:iq{g, ..»_
a
e
r
2 18 RCP F L 631 44 -2"
�j PROPOSED 6'.1 � ' OPOSED 6 1 `o" X. 33 LF 12 RCP „
" ' T RCP
STANDARD SAFETY END TREATMENT TOP 633 94 k PR - , FL W = 629 97 X. 15 LF . '
STANDARD SAFETY END TREATMENTFL W z� d' y� HEADWALL 552��IF21�CPr 18 STAD tt0 T `HEADWALL ,FLE 829.6fi FL 006
p a: = 'n 2-18"RCPF.i_=631.51 2- "RCP FL 831 Dtz OOaP_3.St OFS 62
®1 11 / 61, 218 RGP F L = 630.97 O p 0 76 CFS
TOP 63368 �; bT TOP 633 ,TOP=n33.t4
'^. OCaP (2-18") 2175 CFS >;.M
POST -DRAINAGE LEGEND
EXISTING MINOR CONTOURS
EXISTING MAJOR CONTOURS
---- --'-- -"'- 465
MINOR CONTOURS
464
MAJOR CONTOURS
465
DRAINAGE DIVIDE
® m
HIGH POINT
---HP--- TIP— HP- -- HP----
DRAINAGE AREA NO.
DA-X
DRAINAGE AREAACREAGE
h,XX
DRAINAGE FLOW DIRECTION
M
E COLLEGE STREET
4
O
0 SITE
E HUDGINS STREET
VICINITY MAP
N.T.S.
Culvert Report
Circular Culvert
Invert Eiev DP(T)
P,,O L—T TL
=FMS1
=48.52
Calculations
-1. WO
=2i 6i
6bppaa I-
Iev UP (H)
Rise (in)
- milli
�63.51
m
-
Omax (cts)
ioiWater Elev Hl)
= 21.61
=iticapy2
SHepe
SponR(IRy
=Circular
SY
18C
HlgbggNtetl
Gtotai 4cg!
= 2161
N.OwPa
= 0Ai2
ter:)
OovMOP (cfs)
zt 61
= D 00
- rw,eta
V Dn (Ws}
-
CuiveHEMxY,e
GOCii. K,M,c V,k
= Sm9s eCgewlHeaawall lC)
= OOC98. 2, 0 G398, C.6I. 0.5
NO, Up (ills)
HGL On (It)
=6%2
= 632.35
HGL Up
= 632 ]7
Embankment
oPEavafon (fl)
63444
Hw Elev H)
I L
HwlO (X1
Fbw Reg
- 16fi
, SE
= m. �emra
Tap W tltM1 (11)
Gast W'tlIM1 (tl}
= 513
=5J3
me
—77
BASIN ID
OVERALL
AREA (ac)
Tc (min)
100-YR STORM
REMARKS
C
1(idhr
O (cfs
DA•1
0,675
5.514
SHEET FLOWS TO EXISTING CULVERT LOCATED BELOW THE EASTERN DRIVEWAY OF PROPERTY
RESIDENTIAL
0.210
15.000
D.500
10.000
1.050
BUSINESS
0.465
10000
0.900
12.000
4.464
TOTAL AREA = 0.875
TOTAL RUNOFF FROM DA4 = 6.614
DA-2
0.955
1
7.742
SHEET FLOWS TO CITY'S RIGHT OF WAY
RESIDENTIAL
0.310
15.000
0.500
1 10.000
1.550
BUSINESS
O.B45
10.000
0.800
12.000
6.192
TOTAL AREA
= 0,955
TOTAL
RUNOFF FROM
DA•2
= 7.742
OS•1 2.25
10 0.80 12
21.61
SHEET FLOWS TO EXISTING CULVERT LOCATED BELOW THE WESTERN DRIVEWAY OF PROPERTY
TOTAL RUNOFF = DA-1-DA-2 =
13.258
uNO. DATE
1 01-1:
2 02-2
Kno whaes below.
Call before you dig.
POST -DRAINAGE PLAN
FOR
VERDAD OFFICE
351 E. HUDGINS STREET
WILLIAM DOOLEY SURVEY, AB. NO. 442
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
1.116 ACRES OR 48,612 30. FT.
ZONE: CC -COMMUNITY COMMERCIAL
DATE OF PREPARATION: FEBRUARY 22, 2022
DESCRIPTION BY OFWI
ANGLE
ENGINEERINGLLC
1st SUBMITTAL KP"•`
• •.
T: 469.331.85661IF 469.213.7145 1 E. info@b -nk- g,.com
a
2nd SUBMITTAL EB *j•......••--....--.•••#•
W. iriangk-engcwm l0:1]84McDa,rtwtt Drive. SuNe 110, Ale..TX25013
KARTAVYA 5 PATEL•,
PIBImr1g I t F� i �4�• ' M ..
' '•.,(
_.
PE. DES DATE I SCALE I PROJECT NO. I SHEET N0.
f-O: \2�W
C�
j 20NA1
KP KR 02-22-22 SwtE v 117-21
C-6.0
02-22-2022
TX. P.E. FIRM #11525
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Scale: 1 inch= 16 Ft.
Project Name: Verdad Exterior
Client: Entos Date:l/5/M22
Drawn By: Redoicky, LC Version: REV1
P LIGHTING AND POWER SOLUTIONS
PHOTOMETRICS
FOR
VERDAD OFFICE
351 E. HUDGINS STREET
WILLIAM DOOLEY SURVEY
AB No. 442
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
1.1 16 ACRES OR 48,612 SQ, FT,
ZONE: CC -COMMUNITY COMMERCIAL
DATE OF PREPARATION: FEBRUARY 22, 2022
THE ENGINEER AND/OR ARCHITECT MUST DETERMINE APPLICABILITY OF THE LAYOUT
TO EXISTING / FUTURE FIELD CONDITIONS. THIS LIGHTING LAYOUT REPRESENTS ILLUMINATION
LEVELS CALCULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS 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. THESE LIGHTING
CALCULATIONS ARE NOT A SUBSTITUTE FOR INDEPENDENT ENGINEERING ANALYSIS OF LIGHTING
SYSTEM SU ITABILITY AND SAFETY. THE ENGINEER AND/OR ARCHITECT IS RESPONSIBLE TO REVIEW
FOR COMPLIANCE OF ALL APPLICABLE ENERGY CODES AND LIGHTING QUALITY STANDARDS.
NOTES:
1) Fixture Mounting Heights (MH) are indicated next to each fixture.
2) All fixtures labeled with "_all" indicates an alternative fixture different from
What was listed in the fixture schedule received was used in this calculation
3) Interior reflectances 80/SO/20; exterior reflectances 20% UON,
4) Quantity (QTY) indicated on HLPS Lummaire Schedule is for what is included in
this calculation study only - Not final counts.
5) Contractor to verify exact fixture quantities and fixture run lengths before ordering.
Project Name: Verdad Exterior
Client: Entos Date:1/5/2022
Drawn By: JLednicky, LC Version: REV1
PS LIGHTING AND POWER SOLUTIONS
PHOTOMETRICS
FOR
VERDAD OFFICE
351 E. HUDGINS STREET
WILLIAM DOOLEY SURVEY
AB No. 442
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
1,1 16 ACRES OR 48,612 SQ. FT,
ZONE: CC -COMMUNITY COMMERCIAL
[SATE OF PREPARATION: FEBRUARY 22, 2022
THE ENGINEER AN ARCHITECT MUST DETERMINE APPLICABILITY OF THE LAYOUT
TOEXISTING / FUTURE FIELD CONDITIONS, THIS LIGHTING LAYOUT REPRESENTS ILLUMINATION
LEVELS CALCULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS 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. THESE LIGHTING
CALCULATIONS ARE NOT A SUBSTITUTE FOR INDEPENDENT ENGINEERING ANALYSIS OF LIGHTING
SYSTEM SUITABILITY AND SAFETY, THE ENGINEER AND/OR ARCHITECT IS RESPONSIBLE TO REVIEW
FOR COMPLIANCE OF ALL APPLICABLE ENERGY CODES AND LIGHTING QUALITY STANDARDS.
SALONS PROPERTIES, LEG
). D207070257 D.R.T.C.1.
-NEIGHBORHOOD COMMERCIAL
7R, BLOCK 15
TOWN OF GRAPEVINE
SLIDE 569 P.R.T.C.T.
LI - LIGHT INDUSTRIAL
INE STORAGEHOUSE
E HUDGINS ST.
EVINE, TX 76051.
01fiFJltd]7
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63
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SA
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5278
m
FENCE
ss LOT 2R, B
sae THE ORIGINAL TOW
DOC. NO. D21717
ZONING: R-7.5-SINGLE
1211
8' SANHAR" SEWER EASEMENT
, PG. 973 DR.T.CT.
jL5294
1, 116 ACRES OF LOT 5, BLOCK 22
ORIGINAL TOWN OF GEAPEVINE
0)
VOL. 309, RG.71 P.R.T.C.T.
�1
"y
I
I N
EXISTING ZONING'.
_
w
N
re
CC -COMMUNITY COMMERCIAL
TREE PROTECTION
�'--� FENCE
-
VERDAD OFFICE SPACE
��—
2-STORY BUILDING (2P-(F)
(
( O
1ST FLOOR GFA'. 11,822 S.F.
OT
2ND FLOOR GFA: 2,976 S.F.
--
N
TOTAL GFA. 14,798 S.F.
I O
I
NET GFA. 9,357 S.F.
O
5281 -
F.EE=635.61'
i
5279
\\
0115280
FENCE --
8 5377 5285
5379 \
3932'00" ` _
719.60' p.i" " w
5 8 �—
133.34
NOTE:
FENCING SHOWN ABOVE IS DIAGRAMMATIC ONLY
AND Vv1LL CONFORM TO THE DRIP LINE AND LIMITED
TO PROJECT BOUNDARY
01 TREE PROTECTION FENCE A
NOT TO SCALE
--�
^
7 JI - TREE PROTECTION
-� TREEPROTECTION FENCE
'ENCE
5 80°i 5'44' W
98.40'
HUDGINS STREET
ASPN. (50'R. O.W)
LOT 4R, BLOCK 22
1HE ORIGINAL !OWN OF GRAPEV
DOC. NO, D217176670 P.R.T.C.
ZONING: R-7.5-SINGLE FAMILY REST'
365 E HUDGINS SF.
GRAPEVINE, TX 76051
x —x —x
0.736 ACRE
CITY OF GRAPEVINEt
DOC. NO. D217233986 D.s.
01 TREE PRESERVATION PLAN
t�a�fISSCALE 1"=20'-0"
IZ7
0 0 G 40
EXISTING TREE LEGEND
EWG TREE
TO R
TO REMAIN
/ \
EXISTING TREE
/ TO BE REMOVED
TREE PROTECTION FENCING
TO REMAIN DURING CONSTRUCTION
REFER TO 09L1,00
EXISTING TREE CHART
PROJECT CONTACT LIST
ENGINEER
OWNER/DEVELOPER
TRIANGLE ENGINEERING LLC
VERDAD REAL ESTATE
1784 MSDERMOTT DR., STE. 110
1211 S WHITE CHAPEL BLVD
ALLEN, TX. 75013
SOUTHLAKE, TX. 76092
KARTAVYA PATEL, P.E.
MOISES CASTRO
214-609-9271
817-912-0222
SURVEYOR
ARCHITECT
SPRY SURVEYORS
ENTOS DESIGN
8241, MID -CITIES BLVD, SUITE 102
5400 LBJ FREEWAY, SUITE 125
NORTH RICHLAND HILLS, TX. 76182
DALLAS, TX. 75240
DAVID CARLTON LEWIS, R.P.L.S.
ALBERTO J. TORRES-SHANAHAN
817-776-4049
972-770-2222
CASE NAME. VERDAD OFFICE
CASE NUMBER: PD2—
LOCATION: 351 E. HUDGINS STREET
MAYOR SECRETARY
DATE_ _
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:_
SHEET 1 OF 3
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN COWLICT WIN ANY CODES OR
ORDINANCES. '..
DEPARTMENT OF PLANNING SERVICES
ECOLL_GESTREET
8 SITE
EHO9GIN56�ftLfi
VICINITY MAP
N T.S.
EXISTING TREE NOTES
1. Existing beeskremain sheRDe protected dud,y conabvction both bee
abuctwe damage and cortpacdon ofaoil underaM around dip8ne (canopy}
of bee.
2 If anyrool sbucture is damaged during adjacent excavafroNconsbuction.
rrolitylhe Arnndecfimmedately It is recommended male licenaedlvbodsr
ae aaawed krme baafrt,em of anypoaaiae bee wounds.
3. No dmPbance of the soilgmakr then C chaff be k,,W closer to fNe bee
bunk than l/2 me distance of the drip Arre fo the bee hunk Aniinimmn of
75%of the dip brie and== zone shall be preserved at natural grade.
4 My fine grading done within thecdtical roof—oT Ilse pmfecled bees must
be done with light machinery such as a 6obcal or lryhf backs No Mh
moving equipment with backs is albwed w;mm the aincal mot zone of the
bees.
5 MaterklSkrege: No mekdals intended kruse in consdvcfion orwesfe
materials acE.,mrWW due to excavalran or denabrion ce sha8 be pkd within
me limns of N. ddpline ofany bee.
6 Equipment CIM",,iquid Disposal: No agNmenr may ba cleaned, toxic
sdunons. oromerl quitl chemicals sheN be deposited within the limp of the
dnplifre of a bee. This wouk inclWe but not be limited to pain( oA, soNenrs,
aaphan, ooncrek, maMar, primers, etc.
7 Tree Allachmenfs: Na signs. wims orolheranachmenls. other man these of
a pmfecrroa nature anal be arcacnad ro ary o-ee.
8. Vehlcukr Trafic: MovehkWarerM consbuclbn equipment bafhc orpeddng is
allowed wfflen the hllik oflhe drip6, afhees.
9 8,,T,g fUtilifles: May beperrretled under protected bees kcertain
umsferw'es. The rtirrimu, lengthofine bore sheN be me width afthe
bee's carropy and shag be a minimum depth off,,fPwghf (48") inches.
17.. Trenching' My brigalion benching which must be done with Ih Micel that
zone ofa beeshall be dug dy hand and enter the areain arad'I ttner.
11, Tree Fkggi g,Aglreesbberemovedhomlheanesha8defleggedbythe
ConbaShlwith Ddghf red vinN tape (J" width) wmppedamund the mein bunk
afa height of four (4')feelabovegrade. flaggingah1d111hM#v IbI
Landscape Prthdectpriork any tree removal Conbectarshdl wnlacl
Landscape N,J,iM f with 72 hour,wnce to schedule on-sne meeting.
rz. Pink tl Fencing: Nl be f .F led dawilgs, shan have
pokcnvek 'ngk I d tth be 's &Iplill, The protecliv, k in nwy ba
rryri etl f k 'g ge 'nyl by f thin9 h Trk fence
orother simdarkncirg wimalourj4)kof appoximate heyh[ Thep,hElAh,
krcbrg wiAbe kceted as irk sled on the Tree AWDOion D.MiTIE),
13 Hark Prekcnon: In silualkns where a bee remains in the immediate area of
intended consWctron the bee shad he protected by enclosing the enure
ucumierence of the bee s bunk with lurnberencacledwrrh wre orolher
hens that does not damage me bee. Rekr k Tree Pmkcfion D,M9H).
14. CO..W,,dmn Pruning' In a case where a lowhanging limb is broken during
me course of consbusfion, the Conbacforahall notifythe LaMscape Architect
mediakty In rwinstance shaYlhe Conbactorpmne 1'YWM ofthe
damaged bee wilNouf the Pdor appoval by nM landscape luxhllect
FOR
VERDAD OFFICE
361 E. HUDGINS STREET
WILLIAM DOOLEY SURVEY, AB. NO. 442
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
1.116 ACRES OR 48,612 SQ. FT.
ZONE: CC -COMMUNITY COMMERCIAL
DATE OF PREPARATION: MARCH 4, 2022
1. LANDSCAPE ARCHITECT
STUDIO GREEN SPOT, INC.
1784 W. MEDERMOTT DR.
SUITE 110
ALLEN, TEXAS 75013
(469)369-4448
TR
? 42
qTF OF
03.04.2022
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ISSUE:
FOR APPROVAL 0106.2022
CITYCOMMENTS 03.04.2022
DATE:
1f 03.04.2022
0 SHEET NAME:
I, TREE PRESERVATION PLAN
SHEET NUMBER:
L.1
0.686 ACRE
SALONS PROPERTIES, LLC
I. D207070257 D.R.LC.T.
-NEIGHBORHOOD COMMERCIAL
7R, BLOCK 15
TOWN OF GRAPEVINE
SLIDE 569 P.R.T.C.T.
LI-LIGHT INDUSTRIAL
NE STORAGEHOUSE
E HUDGINS ST.
:VINE. TX 76051.
PLANT MATERIAL SCHEDULE
SHR� ------ -_.
BE REPAIRED
AS NEEEDED
/ N 00°31'05" W
13.74'
WOOD FENCE EASTINGTREE—
I
am
--9
TEXAS BLACK STAR
1.116 ACRES OF LOTS, BLOCK 22
ORIGINAL TOWN OF GEAPEVINE
-- -�- _
VOL. 309, P.G.71 P.R.T.C.T.
EXISTING ZONING'.
tOPOSEE
1
CC -COMMUNITY COMMERCIAL
DFENCE
o
VERDAD OFFICE SPACE
_--
2-STORY BUILDING (29--0")
1ST FLOOR GFA'. 11,822 S.F.
I
2ND FLOOR GFA: 2,976 S.F.
_
TOTAL GFA: 14,798 S. F.
)
NET GFA: 9,357 S. F.
o
TEXAS BLACK STAR GRAVEL J
F.F.E. = 635.61'
EXISTING TREE—
N
I �
•
I
O
TEXAS BLACK STAR GRAVEL J
z
o i I
I
SILVERMIST BOULDER-
SILVERMISTf89'
SILVERMIST BOULDER
BOULDERBYBYD
TO BE REPAIRED
\ JC;c
enJk
AS NEEEDED
—
\\ACK
of
STAR GRAVEL
NGWa4"
w
TURF TO BE REPAIRED J
AS NEEEDED
ASPH.
F- EXISTING WOOD FENCE
N 89°35'36" E
—'9-7-47---, a s.
A�
B
PN;C I
I I
EXISTING TREE
EXISTING WOOD FENCE
Ix N
�D�_ N
al
TREE
EXISTING TREE
LOT 2R, B
THE ORIGINAL TOW
DOL NO. D21717
ZONING: R-7.5-SINGLE
8' SANITARY SEWER EASEMENT
VOL. 9719, PG, 973 DA,T.C.T,
EXISTING TREE
(F NRF TO BE REPAIRE
F
AS NEEEDED
in LOT 4R, BLOCK 22
THE ORIGINAL TOWN OF GRAPEV
�K DOC. N0. D217176670 P.R.T.C.
ZONING: R-7.5—SINGLE FAMILY RESI
I) I
E EXISTINGTREE j
- R J
g 9
❑ 8 ....---. .FBI
256SNS.
% W 'I I
S g0"t544 W
gg,40'
HUDGINS STREET
(50' R. O.W )
TYPE 4 QTV _
COMMON NAME
BOTANICAL NAME _
_SIZE REMARKS
DWM 23
rfW Myrtle
M
Sg I t'ne 36 ht 24 spread well rooted
PMG 34
�D
P k M hly G ass
�Myncec
MuMenbeH pol ns
54 I. ta'ne 36 ht., 24'spread well rooted
RY 16
Red Y a
H xpeal p Iwe
S g to ne 36 Lit. 24'spread well rooted
GROUNDCOVERS
TYPE
COMMONNAME
___
BOTANICAL NAME
812E REMARKS ._
�QTY
419 B d g
Cy odo d tyb 4/9
S Itl Sod t t tes
NOTE: PI t I' t-
id t Ddd only
Contracto sh II _h all
quanthe, on pla All h ight ntl p d re -bib-- All plant material
shall e t or exceed
r,,,,ks as-nd-caled All trees to have st-ght trunks and be matcti n9 w " _eL.'s.
365 E HUDGINS ST.
GRAPEVINE, TX 76051
0.736 ACRE
CITY OF GRAPEVINE
DOC. N0. D217233986 D.
02 LANDSCAPE PLAN
SCALE V=20'-0'
0
GENERAL LAWN NOTES
1. FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS INDICATED ON CIVIL
PLANS.
2, ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM
BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF
SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES
AND AREAS WHERE WATER MAY STAND.
3. ALL LAWN AREAS TO RECEIVE SOLID SOD SHALL BE LEFT IN A MAXIMUM
OF 1"BELOW FINAL FINISH GRADE. CONTRACTOR TO COORDINATE
OPERATIONS WITH ON -SITE CONSTRUCTION MANAGER.
4. IMPORTED TOPSOIL SHALL BE NATURAL. FRIABLE SOIL FROM THE
REGION. KNOWN AS BOTTOM AND SOIL. FREE FROM LUMPS, CLAY,
TOXIC SUBSTANCES, ROOTS, DEBRIS, VEGETATION, STONES,
CONTAINING NO SALT AND BLACK TO BROWN IN COLOR,
S ALL LAM AREAS TO BE FINE GRADED. IRRIGATION TRENCHES
COMPLETELY SETTLED, AND FINISH GRADE APPROVED BY THE OWNER'S
CONSTRUCTION MANAGER OR ARCHITECT PRIOR TO INSTALLATION
6 ALL ROCKS 3MEERAMETER AND LARGER, DIRT CLODS, S TICKS.
CONCRETE SPOILS, ETC. SHALL BE REMOVED PRIOR TO PLACING
TOPSOIL AND ANY LAWN INSTALLATION
7. CONTRACTOR SHALL PROVIDE N') ONE INCH OF IMPORTED TOPSOIL ON
ALL AREAS TO RECEIVE LAWN.
SOLID SOD NOTES
i FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS INDICATED.
LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL DESIRED
GRADE IN PLANTING AREAS AND 1' BELOW FINAL GRADE IN TURF
AREAS.
2. ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM
BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM
OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT
IRREGULARITIES AND AREAS WHERE WATER MAY STAND.
3. ALL LAWN AREAS TO RECEIVE SOLID SOD SHALL BE LEFT IN A
MAXIMUM OF 1" BELOW FINAL FINISH GRADE. CONTRACTOR TO
COORDINATE OPERATIONS WITH ONSITE CONSTRUCTION
MANAGER.
4. CONTRACTOR TOCOORDINATE WITH ONSITE CONSTRUCTION
MANAGER FOR AVAILABILITY OF EXISTING TOPSOIL.
5. PLANT SOD BY HAND TO COVER INDICATED AREA COMPLETELY.
INSURE EDGES OF SOD ARE TOUCHING. TOP DRESS JOINTS BY
HAND WITH TOPSOIL TO FILL VOIDS.
6. ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE. FREE
FROM UNNATURAL UNDULATIONS.
7. WATER SOD THOROUGHLY AS SOD OPERATION PROGRESSES,
8. CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL
ACCEPTANCE THIS SHALL INCLUDE BUT NOT LIMITED TO'.
MOWING WATERING WEEDING CULTIVATING CLEARING AND
REPLACING DEAD OR BARE AREAS TO KEEP PLANTS IN A
VIGOROUS HE THY CONDITION.
9. CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF AN
ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENT
FROM LOCAL SUPPLY IF NECESSARY,
10. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MARCH 1.
ALL SOD AREAS TO BE OVERSEE DED WITH WINTER RYEGRASS, AT
A RATE OF (4) POUNDS PER ONE THOUSAND N000) SQUARE FEET.
LANDSCAPENOTES
1. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSE D SITE
ELEMENTS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES.
SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS.
2. CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND
UTILITIES AND NOTIFY ARCHITECT OF ANY CONFUCTS.
CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THE
VICINITY OF UNDERGROUND UNUTIES,
3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED
LANDSCAPE AND IRRIGATION PERMITS.
4. CONTRACTOR TO PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL
STRUCTURES.
5. ALL PLANTING BEDS AND LAWN AREASTO BE SEPARATED BY STEEL
EDGING. NO STEEL TO BE INSTALLED ADJACENT TO SIDEWALKS OR
CURBS.
6, ALL LANDSCAPE AREAS TO BE LOS% IRRIGATED WITH AN
UNDERGROUND AUTOMATIC IRRIGATION SYSTEM AND SHALL
INCLUDE RAIN AND FREEZE SENSORS.
7, ALL I MM AREAS TO BE SOLID SOD BERMUDAGRASS, UNLESS
OTHERWISE NOTED ON THE DRAWINGS.
PROJECT CONTACT LIST
ENGINEER
OWNER/DEVELOPER
TRIANGLE ENGINEERING LLC
VERDAD REAL ESTATE
1784 M,DERMOTT DR., STE, 110
1211 S WHITE CHAPEL BLVD
ALLEN TX 75013
SOUTHLAKE TX, 76092
KARTAVYA PATEL, P.E.
MOISES CASTRO
214-609-9271
817 912-0222
SURVEYOR
ARCHITECT
SPRY SURVEYORS
EN CIS DESIGN
8241. MID -CITIES BLVD, SUITE 102
5400 LBJ FREEWAY, SUITE 125
NORTH RICHLAND HILLS. TX. 76182
DALLAS, TX. 75240
DAVID CARLTON LEWIS, R.P.L.S.
ALBERTO J, TORRES-SHANAHAN
817-7764049
972-770-2222
SASE NAME: VERDAD OFFICE
SASE NUMBER. PD2-
-OCATION 361 E. HUDGINS STREET".
MAYOR SECRETARY
PLANNING AND ZONING COMMISSIOI
CHAIRMAN
SHEET 2 OF 3
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT VITH ANY CODES DR
ORDINANCES,
E COLLEGE STREET
A
SITE
EHUOGMSSTREEi
VICINITY MAP
K,T. S.
LANDSCAPE TABULATIONS
INTERIOR LANDSCAPING.
REQUIREMENT: A MINIMUM TEN (10) PERCENT OF THE GROSS PARKING
AREAS SHALL BE DEVOTED TO LIVING LANDSCAPE
PARKING AREA-19, 199 SF
REQUIRED. PROVIDED:
1,920 SF (10%) 1 MY SF (7%)
REQUIREMENT'. THERE SHALL BE A MINIMUM OF ONE (I) TREE PLANTED
FOR EACH FOUR HUNDRED ENS) SQUARE FEET OF
REQUIRED INTERIOR LANDSCAPE AREA
REQUIRED'. PROMOED.
5 TREES DTREES
REQUIREMENT. PARKING LOT ISLANDS MUST BE LOCATED NO FURTHER
APART THAN TWELVE (12) PARKING SPACES AND AT
TERMINUS OF ALL ROWS
REQUIRED: PROVIDED:
9 PARKING LOT ISLANDS 7 PARKING LOT ISLANDS
PERIMETER LANDSCAPING.
REQUIREMENT: ALL PARKING LOTS AND VEHICULAR USE AREAS SHALL BE
SCREENED FROM ABUTTING PROPERTIES AND PUBLIC
RIGHT S-0F WAY
REQUIRED'. PROVIDED:
PARKING LOT SCREENING PARKING LOT SCREENING
REQUIREMENT: WHENEVER AN OFFSTREET PARKING OR VEHICULAR USE
AREA ABUTS A PUBLIC RIGHT -OF-WAY A FIFTEEN (15) FOOT
LANDSCAPE BUFFER SHALL BE PROVIDED
REQUIRED. PROVIDED:
IT LANDSCAPE BUFFER 15LANDSCAPE BUFFER
REQUIREMENT. WHENEVER AN OFFSTREET PARKING OR VEHICULAR USE
AREA ABUTS AN ADJACENT PROPERTY A PERIMETER
LANDSCAPE AREA OF AT LEAST H0) TEN FEET IN DEPTH
SHALL BE MAINTAINED
REQUIRED. PROVIDED.
EAST- 10'IANDSCAPE BUFFER EAST - YES
NORTH -IW ANDSCAPE BUFFER NORTH - YES
WEST- 10' LANDSCAPE BUFFER WEST -NO
REQUIREMENT: PERIMETER LANDSCAPE AREAS SHALL CONTAIN AT LEAST
ONE (1) TREE FOR EACH FIFTY (50) LINEAL FEET
REQUIRED PROVIDED'.
SOUTH SISLG) 4TREES ,TREES
EAST (219 IF) - 4 TREES ,TREES
NORTH(218 LF)-4TREES OTREES
WEST(221 LF)-4TREES ,TREES
LANDSCAPE IN VEHICULAR OPEN SPACE:
REQUIREMENT. IN ALL NONRESIDENTIAL ZONING DISTRICTS, A MINIMUM
OF (11) FIFTEEN PERCENT OF THE TOTAL SITE SHALL BE
DEVOTED OR FEATURE LANDSCAPING
TOTAL LOT AREA B5,613 BE)
REQUIRED. PROVIDED.
7.292 BE(15%) ISMS BE(26%)
REQUIREMENT: NO LESS THAN FIFTY (50) PERCENT OF THE REQUIRED
AREA SHALL BE IN THE FRONT YARD
REQUIRED: PROVIDED.
3,646 SF (50%) 4,351 SF (60%)
FOR
VERDAD OFFICE
351 E. HUDGINS STREET
WILLIAM DOOLEY SURVEY, AEU NO. 442
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
1.116 ACRES OR 48,612 SO. FT.
ZONE: CC -COMMUNITY COMMERCIAL
DATE OF PREPARATION: MARCH 4, 2022
LANDSCAPE ARCHITECT
STUDIO GREEN SPOT, INC.
1784 W. Mc ERMOTT DR.
SUITE 110
ALLEN TEXAS 75013
(469) 369 4448
CHRIS�STUDIOGREENSPOT COM
S IN Sy
S� r9y c�
U
T 42
qTF OF SL
03.04.2022
V LLI
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La
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ISSUE:
FOR APPROVAL 01.06.2022
C ITYCOMMENT 03.04.2022
DATE:
03,04.2022
SHEET NAME:
F LANDSCAPE PLAN
SHEET NUMBER:
L
L.2
SCCTION 829OG - LANDSCAPE
PART -GENERAL
1A REFERENCED DOCUMENTS
Refer to bidding requirements. a IIII: provisbns. and "Nal!as for INERNi requNITTIT s.
12 DESCRIPTION OF WORK
Work Inslul ISHII as 1 It— lobo1. material, sarvbes, equipment aN appliances
required to complete the Work coveted in ONTEnction with the la Mao N covered in these
speafiwtions and IMNswpng plans. RAIN rig
1. Plantirg(ha.s, shrubs, am grass)
2. Dad Ws.M on and Nrtalli.n
3. NOiif lion If ..-I
4. Water aria Nulniename Ill nnal acapM_
1.3 REFERENCE STANDARDS
A. Amerban Shn&rd tar Nursery Stud, published by American Asia.... IF of Nurserymen.
27 October 1950. Edition: by American Nelional Standards NiIIN (ZW. t I - Pant
m bVN
B. AmWNi Joan l:nfnm:Nee on Hprtbugual Npmamos, e'. 19,12 ENIEN of Slardartli N
Plant Names.
C. Texas _,old, H Niban'Nan. Gm&s anti StandaMs
D. T.O. Third, 1976 - Conuli UP ... Ty
1.4 NOTIFICATION OF SOURCES AND SUBMITTALS
A. The Conlraclor ahall, ANH ten (10} days Ill acaPtana Of No nodfy the
Amhaed/Owner ofthe sacra. of plant mdNe and bed preps NNINCgp,ed 1, Uk
protect.
B. Samples: Provide repMMM, V✓e wIlhoss of adi bem as'), mulch, had mix rNaH i.
gravel, antl .cashed stone. Samples snail m approved by Architect before use on
proles[
C. Product Data: Submd amplete prWuct data am speohcatans on all other spephea
matalals.
D. Submit three mprasentalNe umpleaof each verity of ornamental trees, MUbs, antl
ground.,brpIbNXfor ARhlled',approval. Whenapproved, IN.instsll, and maintain as
repmsentatWe samples for brat instegad plant maerials_
E AN GIELTUatasof IN,-, aI of ,Not material by state couNi and hideu; aut-olas
with Anchaed, If required.
E Sod Analysis: Ravi& sandy bem Soil anayiYs r" reghesteo try the Archged
PART 3 - EXECUTION
3.1 BED PREPARATION B FERTTLISAIION
A. lank ape C.N.Ilor to trSPad all Mi g d91 iss am read,[ any dIFIXI ies to IN
B Al pan rg RNI -11111 IR-I as f"
1 P pa w p i g by asap rg ricaway sting g d ed nary
T'1 - g III to a depth of six (6) hes Is, to pl 'rig post f di r
Appy a er as per manufacturem recommend. .Add IliTAINs
I
sl rxlfl ntoatleplM1 ptsxl6')r,cnespf Net peel ApdY.tg I tit zer
such as Scarier. or Green Sense at the rate of twenty (20/ppu ds pe on tin sand
2 NO fee
l plant tgue rear snail reoeN<al 2'f hh •ofapwd Nsulen.
3. IW fA na.d.D snI IF Asia - ILngtap scions lei se impos
IN.
oas ree (W) free Pom large GLmps rocks delul c.lk:he .bsa s, etc.,
pe. n ; ne (g-) ml oyes and watered ntmeougn y
C. Grass Areas.
1. Areasto N Soid Sod SAR odagrass. Bbckc.IbU d smuld m IN j.,d E. pint,
(staggloinb)aflerfNlN.NIhegR.Nnrd. RAngasserea.I..Chievea
KOPRIered INFENface. The tells mNmen the Clocks of sod slmuMbetilEtl wdM1
topspY where they are evNenlly gaped open then Watered FARNghly
Areastobe HydRNBLNCommon mu Berdagass: Hyd,Ndh,h W'ghbe,mmagrass
seed at a rate of two (2) poun, par one t OuaaW f1,000) square Eat. Lisa a 4' x 8'
batter board agamM IN bed areas
3.2 INSTALLATION
A. Malnte,a of plant materals a fail begin lmmedlately alter each plant I do 11Ped to the
IN and shall continue Noll all cbrshhmon has been sallsbaonly acc RHUId.
B. pni da, aTall MYBaI d.o all site Only alley Ule beds are ps,asi afaa
ady for planing A slip t 1 ry t IS al be IFINAhlyp d.T m
Ida 11'ngwmd.lJVN sA A(UpNits,,hishoonnsthe pulled al once one, di
to the vie Its
shall b 1 p d Gm Aga sl in pO d ly of drying by wiN d B
Of eaNl o1B 86p1' -I+all be leap ed id lo, other accepWbe ma[a,la. All
plantsremain the properly of the CoXNa antl final accepaoce
C Pp IR lie toes aNshrubs-n no, mended Ecato, as per bP
ISN.i IN W.-Ps I%NNe IT ITINAA. and.,,rave of 111 pIlOole:g of plant
malerul.
E Excavate ads will reilicai sides and hor¢oNal mitom flee pits shallbelarge enougM1 [o
perms Handing arW daxag..trout intury to bells of earth m rooCsaN shag ne of such
depth aWG When planted IN sa lad, the crown of tie plant shall bear the same
,IaNmhp to As knish grade as it did to soil .dace in original place of month
JOB CONDITIONS
A. General CoNsOr to complete INM[bwing purxh st Prior to LaNw ops Conledor
inaltitp any potion of landscape installation. General Co,hador shall leave panting bed
as three (S'1 inches tale. finish grade pi sitlewaiks, drivesand cubs as sm'wR on the
dravAngs. All lawn areas In rewire mIN sad shall be left one (i`j inch below the firgsh
gred aNbWalks,drNea,and CUrbs. AII.N.-Ilsobbbns shailbaremovedpnorlo
La Possape Contractor begmNng any work
B. General Contractor shall provde lePsoll as tlesalbad in Section i]22111-Eadhwork.
C. StoragCof m aterialsamesst ba, hatthejobsite twit Ialthe risk9the Lamscape
Conlredor. The Gwner allot ba bend responsible for (heft or damage.
1.. MAINTENANCE AND GUARANTEE
A. Malnterarso
i The LamScapa CpNENT.,wllbe I. asponSlNe fo r- maintena IN of all work
Rom the tans of piam!ry III fi..I N dtNRb Eq he Owrrer. N. F.I. shruba.
gsdoi ..t of gawwgll be accepl,d unless they show a healthy growth and
sahsfactory SINTI, NoN Ions
2. Maintenance shall include Waleii,p a bees and plants, IwwItbn, vreedtg spraying,
edging, pruning of bees, rnowng et grass, cleaning up and all other Work necessary
of mainle,unMY
3 Awritten nohce requesting gnat inspection and acceptance aftold be.-illCd to
iha Owner at leas seven (0 day. prior to cemplanon. An orl-slte Inspection W
INmer and Lamscala, CaNNa will tie INIPalad PIT to wrtten aWolosoa
4 After flat acceptance al installaton, the Lamscape Contactor vnn not be regwretl to
do any of the above fisted work.
a. Gdeamee
i. Trees shall beguaranteed for a hNvb1112)manN period afta er acptanw. Shrubs
and groumcover shall be guerMNeed for F-I, Ill) rap.- The SIDE—, shay
apiaa all dead Imaterlal as soon as Weather NNE, and upon Nugcauen of the
0-1 Plants, ITool giraes,whkfi have panially died so that shape, size, n,
symmetry has been damaged, anal be are,&red sENMd to replament. In such
bass, the oo n., of Us OPPI, shah ire Tool
I. Plant, ,,d for replament shall be of the same 12, antl kiN as those
bnglre IN Plante. and Shall be plated as q...NII BRINEL. Ail wcfk.
rc utlirg mataruh, lbo, antl agwpm.rd used ld ab.O meets, snail Istry a
ttveNe(12)moNh VA a Any,Nm w RININ91irs n:swnorbatl
rtsd i s a ,eWPI of making replacemenld shall be immediately
HINT d-
h_ At the direction of the OWN , punts may be repuad at the can of the next
year's planting season. In aich Issas, dead plants shall be removed from the
premises imm¢duiefy
c. Wtren plant repioUNInts are mads. pants. soil mil, feTTW, and mul¢n are ID
. 1 -1 AS orlglnaAy spedled 1. alPsINAL for full csmpiurra with
Contract NITIrements. All reFiacetnenb era 1. do ludM under'Wo .1
This ORGILD.
E Shrub dt ) a ( ) An
IN
a�
RQmowaaMp Ih 1 M (}tick' d PNXS
,boob to tla ugNy -IEWNTNTAN,
n iMe d�dtha lab actNQma bA rQtgh andwagae. ,mAX
aseal.
m p
tPJC
card Dlpepe, Treept.1 deta®eseppovadb( Ina IeMscapa PacNtecL Inca..
I. fill I RII-Ni, Arun .-I
bed,n°, �'rrre�1,
_h1I, r. larpt -
YasanmNt.,lase"sing H h Con krorironsw11us 1bepal tours If Wtolbwslant.dnursery pestle of rcm scoring.
- Oonot vmapfrees
K OR PAR, WNs
L. MuicF low bpmmaoall DorwipantpdWRb.igewaym b,N,oltrnirae LPs'.M
are. above me ter of me BIT sold Ru wFK et leas tyro V, clues of spacMa mracn a
M Al�paa bps at Bees to. mulched wain a mramums.t.d ttocsi,eSs a goo t2")
N uartos l.. WN o' PL
Ohstz Q
tared m'er�em os h4ructlos are anvil a IW_I_ hN ,vOFa N kio MdoneumMAlhis
hangoa. u» oxnirouueseenali be rQrnovaa m e aQpti ob,ot wsaetmn N_ At H fea
bale. gram aEd Nzs Man six lGi rches bap. sLINE, Iball rePHII
po sn
IN,oset atI, rack nr1.airrieergro XEN, encoartlarea al to costa lie al fran
Landaea IN Comraclw
O Ts. ant sloe bhN.s ..It . staked es nth SPSW YXiS requre Po 1i..I to
Peso. tree votag .non
P. PNI sod hall- P 'rig MY.dI- ay tie Arch'tecl end -at Drurotl in
ncawYh M d M1 .card practice Mewing Fl,e -I- Gass I C
bandano. prometl by UNoral A tom Assocadon
1. OeaiwAod or suckers ant broken baAy bruised brartaxs sifaii be renwred. General
'Ape like Manchedl not P1n 11. Do r<t c,A trinket branches.
2. T.;-Val Wit Po1Hg clean sharp bole.
. oval
HP anernbntiAq Qpamaons arecTNFIa,a
T.;-Val
organi materol rim (try ixlesn Ceph. Thfi�.v 4m,tpm rM organic mabr®I
nrdi s>ea onae ne ne d'm,taer or r plarx pa.
D_ 91a.IGarbag,retNsibn-
I. Curing shallbasignedas IMbaiadanliens. SN,.QM AWAWQI...Ic b ant
in O,rsA pxova,,
2 Aa sled wring -I. hce ofknksamnabup dArias.
s. Top of_1E,s ba 3lI- N.M.- height Mbeve IN.
I. stakes areb bo NCNled Qn tlw pamap bad zke Qf ma cubt,g, a,oppasts.
I- ins.
2 Oont. rrsbksteel as g,.I.1 Whose
3. Cm zlea ad8rvg et 45 degree ergre where edg rig meets sdexrzlk.
3.3 CLEANtAANDACCFPIANCE
A. an,p' catnip me work.tM premises s Ut In" &rryrt ail Ames.
eery
she �E Welshes sea a�el� tr moua�t«�aa1,-.«�pYog,�y as`g Krerp,re
areas clean byaweepipor Dorn, at enn of each days worK
END OF SECTION
2. The Owner agrees that for the guarantee to be aRacdva ha .clan., pants at Nast
NYOR a week dunrq dry INAN, and ciaTrate mda once a SNIT, afterf,al
cc,plana
3 Its, .mvegwra Ps. strait Awl apply where plants die after InSaptana imcause of
kljury from storms, hail, f:Oeze, ibeada, &,eases, inply by humans. machines or
IINT,
4 A[ceptana for all INKRIps wont shall be green aner teal PARTAnbn I tee Ovmen
pmvNN IN job s in A ampleled, undamaged anbbb , and Nero u a all no of
gins'in all latm areas. Minh too' ¢ Owner will aswrrre maintenance on the
accepted work.
C. Repairs Any necessary repairsuN.r the GUar+nlee must be made within tan (10)days
offer receiving nohce, weather permihm0 and in the AR f,d the IDS, Wpe Contaoipr
do as, 11 to IN Me apoiwithout furtlxrnotice, Contractor. may
p¢vitle materials antl men to make aich repairs al the expense of the Lamscape
Coniador
1.7 QUALII'YASSURANCE
A. General: Cnmply with applicable Fedarei State, County and Local regW.lbns governing
b-ps malaria;. IN w¢m
a. Perwnnei Employ ally Cx Narn ed MONE.ai Ism are Notts, will the required Work
Provide Nil IN Supervision by a goaljlad foreman aEA.,NN. to taIN.l a Ar EDIIII
C. Sekdbn of Plant Mai I:
1. Makecodw¢h.,psa. immediately upon oboal nohce al connect acceptance
to Anddrdaat mole matooli Develop a IN ram Oimaintenarce D,NHFgand
Ra iia Boni W t ch oral Insure III, pumhaxd material will moat and/or allo ad pole.
KNOTAILPOW
2. L....W A,cmaed will p "Wo a key idenhfymg each has bcahan on Alto. Whiten
"UNNEN, will m requvetl to A.Preod malerul selection, cane and delivery
schedules to ate.
3. Come, Ind., ARDINt shaainrspad all plant on.1 is WIN INIVEaMa at place of
growth for coRPf.Na Mtn NNINIA melts tar gems, spaces, obit'. Napery. Spa am
quality
4 =rand/or Archill retains the 119N 0 NlTs' nspso all plant materiel -Inarrival
It
IN sae and during Usti for size and mldilbn of noel balk, limbs.
INN,
OWN, lg had, Insect¢, ivy .lad N,.tentd,,y IT
5 TLINp.oIofdmay rejectunsatislaWoD.FINK dive ti,SIR latanytime
durktg dwramass o: wcik Remove,HAITItl matelotIrom the site immmulely.
Pints damaged In banWt On at Job site sMll m retested.
1.8 PRODUCT DELNERY, STORAGE AND FIANOLING
A. PNIP.a[bn:
i. Balbd and Bula Flood (BSB I Plants: Dig ant prepare shipme nt In a NXINW, that Will
ant damage mots, Manche., shape, and Niwe N,oI pment
2. Container Groom Plants. DeMan DtanaindgRIDIDIainerto hold b.11.1aps and
protect root mass
0 aI l TREE PLANTING DETAIL _
NOT i05LALE
2.2 SOIL PREPARATION MATERIALS
A Delivery: A Sandy Loam'
i. FFNIMP,fertile, dark loamy soft, has ofclay lumr, R sesubsoil stIFbbssesXNd
Deliver package 1 Dd materials ialed RnbIHEm shovang WoUht, onalysisand name IIFIleous material and reasonab:y free of weeds and (Drell gra. Loam
of manufaOUxer. Protect materials from &lerioralion dudip deli✓ery and Wddle scored wdainmg Dallesgmss a Nulgless snail m retested.
at vie 2 Pnyscal propaill. as IN INW A
' Dallas, only plant slhal Dan be plantedA one day unless adNLAN storage Clay -baleen 7-27 pIRi
and watering famlifia.v, a,lablo on pb IT, Slit-osm"n 15-25 percent
3. Protect root hall, by heeling F with sawdust or other MDproved moiMe Nall Sara- bas then 52 percent
material if not p1aNN It, T 24 IN, la pf dehve,y 3. Orga. maker A- ba -_1 D% of total dry Weight
4 Protect plants during delivery to prevent damage Io root balls or EI, V lion of Ieares. 4 If NTHWATetl, provide a cedihed sal analysis condudetl by an approved sill te9i,g
8aepplaPARn.aidallhosa Coverallmalenah XPo,tarspod (amatory vloil gthat candy bem meets the.mve requrements.
5. No1Ny A"Obbct of deanery sEIVIE. 72 hours In Nransa so pant materiel may be
observed IN arrival at pb she. D Organb Material: Compost In a mixture of 801 vegetalWs matmr antl 201an1mal
6 Remove rel�aa plain mamdaat al lnmeary him site_ waste ngrersen[s YtpUM beamix of ¢oNrse and hna texmrea matarlal_
7 ToavoNdamageorstr X,dbmtlia,move, atl)ua N'Ui d,,s A9wmvs.
manlpulte pant, bytrunk or Sam IT C. Pr r bad Bedding Solt as NWINd by Tinto E,N Resources. GEXNV ale,, Texas.
ProlessEnal Beddng Soil as suppired by Living Earth Technoktgy, Dallas. Texas or Acid
PART 2 - PRODUCTS Gm Municipal Mix as vapplud by Sal Duiidi,g Systems, �ihs, Texas or aftprovetl equal
2.1 PLANTS D. Sharp Sand Sharp said must m tree of sells, soil padidee and weeds
A GWEN.I Well-Eir-it No loads or sah, O,AN-ygmvin a- ".ad plant hi are E Mull Goodie Shadtlad Hardwood Mulch,,.loth decomposed, dark brown. Living
hN, lops of NoloshlomminaltFIRKH rants Planlspeadrefarstoaomhaloder Earth T.sFNogbdorappro,.Nival.
Width IfhasNd F.U. a.L1.rleaf Ups. PNMswillb.,NlviN.IIyapprovetlbythe
AlG,i and his dedlw, as to rhea aaepleBgiy shell be final F O,,PR, Ferlaizer: Feralab,Natane, or Green Senses or aguai as rewmmNINd for
uantihes: T.^.a drmvin L�tiorrs are min limenta An chi. Dad for on resgUired a ppiicat'ars. Feaivi she ll IN, delivered Is lire site In Ni mppe¢n.
B Q
eant It the dharl.binding..,I shown and wiled for o n both. Th plant schodula C tamers. each MIND, the manulacturerS guaranteed statement of.nay
as a n a Nlo holders ony. Confirm all quan[RNa on pia,. A Commecal Fedilim: 1D-20.10Or ENNsa sysis. Nitrogen source to bee minimum
50% sb 1 release Organl NNogen (SCLI o, MEET with a rnlntmum 8%au phis and 4% bon.
t. Qgally and size Plant material stun conform to lee. green on the platy and shall W plus NNY,NriaMa
hea"i symmetrical.I'll shaped, fua branched. and-- rooted. The plyds shall be free
.o,NUnous leads. NAUENs,injuries to the bark or rod¢. Mole n branches. B Pea, Commercial spmgnum peat mossor,.dully tlecomDosm shredded pie bark Ur
objectionable o ,gN,NAM, insect eggs and larvae end ate to WE Of specimen gaaldy. oud, approved organic material.
D. Approval: All plant material sM1allm subldlo the appmeai o/the Owner. AllpiaNs 2.3 MISCELLANEOUS MATERIALS
WhAl.,I found unsuitable in growth,. in any unhli Mdy shaped, IT reUREEIo d
cemiitbn, will ne "Is "Al by IN Landscape Amhil i, ells, bids, an ails, planting, and A SIG, Edging ST.,, be Ryerson "Estate Curbing-. 1.ED x I with slakes 4' on center
a¢ be removed at Ile expense e11. L.,-. a Conlredor and placed -Ith
acceptable plants as spedf a. B. EsHang Material roI Snaas Tree,:
E. THESE all be Healthy, Did baneiad,Wall'shapad and all lA.., the bunk dlemelet and I Post SI.Ead T-Post.Ni AN I.' Palo, TL-0- ERgtn. loin' glom
hiigttl requirements oflhe plan, schedule Balls shall to lvm, real al"Fil tapered, am 2. Wire. 12 gauge, single sGaM, gayan¢etl wile.
well wbppedin bump. Any Vee loose In the ball or with broken bell at gnno o/Ciantln9 3. Rubber Aoss: 21X'/, fiberreiIICmedmse.metim,irr %,mhinsdedmmeter. Colo,:
Will
be rejected Bans shallm ten f l T) mini in AN meter to, each one{ I')iSO of trunk Block.
dramelar Measured su (6") Inched abase bat.
Nomenclabire conlorms to Ile prstoma,y nursery usage: for tlari9whon, the term C. Gavel. Washed nadva pea gavel g,adN I in. to 1-112 i,.
multi -trunk' defines a plant having three (3) or more trunks of neatly equal diameter.
A ilia sllaii ne D. Fitter Fabric. Mlafi 140N by Colars. Fibers Marketing Company, available at L.Mantl
F. pM,vN,:AT, p,CI or trees a,d shrubs, as dhedsd by tie_.rEM pe id . Co.,(,14)631-525o or appry equal
executes by the Landscape Coriander at Lw adadpnal cost to the Omer
OW SPAgNG - - - REFERS AND GRCUNDGOVER
REFER TO PLANS 1.1, FAST TYPES
B = ONCESTEP SPACING
INE D sal Mix
.PACE OWN INAEDTHANTECEALLY PEA SPECIFIGTIONs
PATTERNASSHOSTANT H SPACED NWT
E S J
INDICATED EC PLANT t IS . MINI ' 1 E E OF MULCH
T s= AND CONCRETE
ONCRETE
ti r
DWBLESHREDDED O e
MULCHBEEP PR cc �i5? �j <! _Y=1DEW Ile
PLANTING GRO/AN JN^COVERNtALSPRE.
PARE ceouNDcoveR x�
�-
ITRAL IPAPER Bil D BY TILLING ENTIRE BED
ARE _ N £ I AMIXTT-PP-
ASDEFIND1 SPEGIN ECAII
IONS
W FOR TREE TYPE
02 GROUNDCOVER PLANTING DETAIL
L NOi io SCALF.
12GAUGE
TE. iWISiED SHRUBS AND GROVNGfAVER
YET ER TO PLANS FOR PtANI TYPES I. REF_ SPECIPICATIO PREPARED SOIL MIX
PER GPECRICATIONS
VG RIG Mli I PERSPECIFICATIONS
T PAwTEN tie' GREEN14. GNG STEEL ED
MR SPABWG. 1, ( .\,> 'WITH
cARIFv SIDES �! tin )� iR°MAXIMUM
SIDES
WN
OCT 015, TOP '
O BE SET 'P.BCVE-
REMOVETOPHBURLAP
F_ SPEFIFICATIONS
STOUTSIDE
POSITION STATIES STEEL EDGING DETAIL
EAKEI1SEASO t 04 GTT�SGtiLE
.EWdHNG W'A.
PROJECT CONTACT LIST
ENGINEER
OWNER/DEVELOPER
TRIANGLE ENGINEERING LLC
VERDAD REAL ESTATE
1784 MODERMOTT DR., STE. 110
1271 S WHITE CHAPEL BLVD
ALLEN, TX. 75013
( SOUTHLAKE, TX. 76092
KARTAVYA PATEL, P.E.
MOISES CASTRO
2140309-9271
817-912-0222
SURVEYOR
ARCHITECT
SPRY SURVEYORS
ENTOS DESIGN
8241, MID -CITIES BLVD, SUITE 102
5400 LBJ FREEWAY. SUITE 125
NORTH RICHLAND HILLS, TX. 76182
DALLAS, TX. 75240
DAVID CARLTON LEWIS, R.P.L.S.
ALBERTO J. TORRES-SHANAHAN
817-776-4049
972-770-2222
03 SIDEWALK / MULCH DETAIL
nosleeldisg,idewdks 1.11GSCALE
(� REF. PLAN FORSRUB TYPE
AT
2 LnYERCF SPECIFIED BARK MULCH
(SAFE
PIT 0 D IT CISICRB
PREPARED BOL Mx PER SPECS
- EPARED INIF NIS
1- - TILLED INTO EXEC ING POP - UP
nT ADEPTH CFS
SPACING PER NATIVE SOIL
6' 1 PLANT LIST 1.
NOTE POCKET PIANENGNOT
ALLTX E
OC SHRUB PLANTING DETAIL _
J NDT TG BGALE
CASE NAME. VERDAD OFFICE
CASE NUMDER'. P.-
LOCATION: 351 E. HUDGINS STREET
MAYOR SECRETARY
DATE,- _
H ANMNG AND ZONING COMMISSIDN
CHAIRMAN
DATE:
SHEET 3 OF 3
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICTNATH ANY CODES OR
ORINNANCES,
DEPARTMENT OF PLANNING SERVICES
FOR
VERDAD OFFICE
351 E. HUDGINS STREET
WILLIAM DOOLEY SURVEY, AB. NO. 442
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
1.116 ACRES OR 48,612 SO. FT.
ZONE: CC -COMMUNITY COMMERCIAL
DATE OF PREPARATION: MARCH 4, 2D22
LANDSCAPE ARCHITECT
STUDIO GREEN SPOT, INC.
1784 W. MIDERMOTT DR.
SUITE 110
ALLEN, TEXAS 75013
(469) 36DA448
t' T
z� 9y m
U
,1 2 42
qTE OF
03.04,2022
h
w
� X
Z_ F
Z5 ul
Z
W = w
V It- .oak u- W 0
0
M
ISSUE:
FOR APPROVAL 01 06.2022
CITY COMMENT 03.04.2022
DATE:
03.04.2022
SHEET NAME:
LANDSCAPE SPECIFICATIONS
SHEET NUMBER:
L.3
CAST STONE CAP- 03/A0.01 C-FIBER CEMENT PANELS; VINTAGEWOOD
CAUTION. IP THIS PRINT IS NOT 24" X 36" THEN IT IS A REDUCED PRIt
10,
Elevation
5-Scale 1/2 = -0
8" O STEEL. BOLLARD
HEAVY-DUTY SIT
HINGES; WELD i
BOLLARD
04 Elevation
Scale: 1 /2" = 1'-0"
1/2" `
EA. SIDE CMU BOND
BEAM
CAST STONE
CAP 1 r
PANEL CLIP
b
PER MANUF.
8" CMU
FIBER CEMENT PANELS;
.
VINTAGEW OOD
4
It3's VERT.
C 24" O.C.
1 Ho
CONCRETE
GRADE BEAM,=
SEE STRUCTURAL
03 Wall Section
Scale: 1 = 1'-0
PAVING, SEE CIVIL
m
BO STEEL BOLLARD
CORRUGATED STEEL -s 8"0 STEEL BOLLARD
06/A0.01
10'-0"
I I
U 04/AA(LDI ,__L
02 Enlarged Enclosure Plan
Scale: 1 /4" = V-0"
HUDGINS STREET
(80' R.O.W.)
01
Architectural Site Plan
Scale: I" = 20'-0"
NOTES
PARKING NOTES
1. SEE CIVIL DRAWINGS FOR CITY OF GRAPEVINE APPROVED SITE PLAN.
GENERAL SITE NOTES
I. CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL UNDERGROUND
KEY NOTES
UTILITIES AND IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES TO
Al. EXISTING DRIVEWAY/DRIVE AISLE TO REMAIN,
REMAIN.
A2. APPROXIMATE LOCATION OF EXISTING GAS METER FIELD FIELD.
2. NOT ALL EXISTING CONDITIONS ARE SHOWN ON THIS PLAN, CONTRACTOR
A3. APPROXIMATE LOCATION OF ELECTRIC SERVICE METER/ENTRANCE, FIELD
IS RESPONSIBLE FOR VERIFYING ALL SITE CONDITIONS PRIOR TO
VERIFY.
CONSTRUCTION AND VERIFYING ARCHITECT/OWNER 01: ANY
A4, APPROXIMATE LOCATION OF WATER METER FIELD, VERIFY.
DISCREPANCIES.
AS. EXISTING PERIMETER WOOD FENCE.
3. ARCHITECTURAL SITE PLAN IS FOR ARCHITECTURAL ITEMS. REFER TO CIVIL
A6. EXISTING METAL FENCE.
DRAWINGS FOR SITE DEMOLITION, GRADING, PAVING IMPROVEMENTS
A7. NEW PAVING, SEE CIVIL,
AND DIMENSION CONTROL.
A& NEW DRIVEWAY AND CONC. CURBING, SEE CIVIL.
4. REFER TO LANDSCAPING DRAWINGS FOR LANDSCAPE SCOPE OF WORK.
A9. RE -STRIPE OFF-STREET PARKING STALLS PER CRY OF GRAPEVINE
5. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL NECESSARY
REQUIREMENTS, SEE CIVIL.
PERMITS FROM THE CITY.
A10. RE -STRIPE OFF-STREET ACCESSIBLE PARKING STALLS AND AISLE PER CITY OF
6. CONTRACTOR SHALL COMPLY WITH ALL THE APPLICABLE FEDERAL, STATE
GRAPEVINE REQUIREMENTS, PROVIDE ACCESSIBLE PARKING SIGN ON
AND LOCAL REQUIREMENTS, REGULATIONS, STANDARDS, STATUS AND
POST PER TAS REQUIREMENTS AS INDICATED IN SHEET G3.01.
SPECIFICATIONS.
Ail_ NEW OFF-STREET PARKING STALLS PER CITY OF GRAPEVINE REQUIREMENTS,
7. SEE SHEET G3.01 FOR ACCESSIBLE STALL REQUIREMENTS.
SEE CIVIL.
Al2. NEW CONCRETE SIDE WALK, SEE CIVIL.
PLANNING NOTES
A13. NEW CONCRETECURB RAMP PER CRY OF GRAPEVINE AND TAS
1. SITE AREA: 1.116 ACRES.
REQUIREMENTS, SEE CIVIL.
A14. NEW REFUSE CMU ENCLOSURE PER CITY OF GRAPEVINE REQUIREMENTS.
2. ZONING DISTRICT: CC- COMMUNITY COMMERCIAL
A15. NEW CONCRETE WHEEL STOP.
3. PROPOSED USE: OFFICE
A16. NEW MONUMENT SIGN SIGN BY OTHER, EXTEND POWER FEED FROM
4. EXISTING BUILDING AREA: 12,325 SF
BUILDING FOR FUTURE WALL MOUNT LIGHTING ON EACH FACE OF SIGN,
. FUTURE NEW UPPER LEVEL AREA: 2,976 SF
5 E
SEE SHEET A3.11 FOR FIXTURE SCHEDULE.
6. NUMBER STORIES: 1
A 17, NEW PARKING LOT AREA LIGHT FIXTURE, PROVIDE POLE WITH WE DUPLEX
7. EXISTING BUILDING HEIGHT: 2T TO RIDGE. VERIFY 125' MAX. PERMITTED)
RECEPTACLE ABOVE BASE, SEE SHEET A3.11 FOR FIXTURE SCHEDULE.
8, BUILDING COVERAGE: 25.36%
A18. FUTURE SCREENED MECHANICAL PATIO FOR NEW CONDENSING UNITS.
A19. DOWNSPOUT LOCATIONS ARE DESIGNATED BY "DS" TYP., FIELD VERIFY
EXACT LOCATIONS, SEE BUILDING ELEVATIONS AND ROOF PLAN FOR
MORE INFORMATION,
NORTH
0 5 10 20
e n t o s
d e s g n
5400 LBl Freeway, Suite 125 Dallas, Texas 75240
P. 972.770.2222 1 www.entosdesign.com
ARCHITECTURAL
SITE PLAN
FOR
VERDAD OFFICE
351 E. HUDGINS STREET
WILLIAM DOOLEY SURVEY
AB No. 442
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
1.116 ACRES OR 48,612 SQ. FT.
ZONE: CC -COMMUNITY COMMERCIAL
DATE OF PREPARATION: FEBRUARY 22, 2022
I Site Plan Approval Submission o2/22/2022
Site Plan Approval Submission 01/I0/2022
No. Issued Date
Verdad RE & C
Exterior
Improvements
351 E Hudgins
351 East Hudgins Street
Grapevine, Texas 76051
Project ID: 21-1127-L001
Sheet Title
Architectural
Site Plan
Sheet Numher 2021
CAUTION IF THIS PRINT IS NOT 24" X 36" THEN IT IS A REDUCED PRINT
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CODE INFORMATION
CODE COMPLIANCE
BUILDING - 2006 IBC WITH CITY OF GRAPEVINE AMENDMENTS
FIRE SAFETY - 20151FC
MECHANICAL - 20061MC: WITH CITY OF GRAPEVINE
AMENDMENTS
'�..
PLUMBING -2 0061PC WITH CITY OF GRAPEVINE AMENDMENTS
ELECTRICAL - 2005 NEC WITH CITY OF GRAPEVINE
AMENDMENTS
�ID
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ENERGY - 20151ECC
ACCESSIBILITY -2012 TAS
JOMEN
OTHER
-
o'-2"x 12'-4"±
OPEN TO BELow
FULLY FIRE SPRINKLERED -NO
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BUILDING CONSTRUCTION TYPE -TYPE IIB
OPEN TO SO —
OCCUPANCY OCCUPANCY GROUP -BUSINESS
10 OFFICE
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02 Second Level Preliminary
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ONLY AND ARE NOT TO BE
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OF FURNITURE SIZES OR PLACEMENT.
USED FOR FINAL DETERMINATION
Scale: 1 /8" = ) -0"
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5400 LBl Freeway, Suite 125 Dallas,
Texas 75240
P. 972.770,22221 www.entosdesign.com
PRELIMINARY PLANS
FOR
VERDAD OFFICE
351 E. HUDGINS STREET
WILLIAM DOOLEY SURVEY
AB No. 442
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
1.116 ACRES OR 48,612 SQ. FT.
ZONE: CC -COMMUNITY COMMERCIAL
DATE OF PREPARATION: FEBRUARY 22, 2022
Site Plan Approval Submsi on 02/)2/2022
_ Site Plan Approval Submission UI/10]NO2
No, Issued Date
Interior
351 E Hudgins
351 East Hudgins Sheet
Grapevine, Texas 76051
FIRST LEVEL = 11,822 SF
SECOND LEVEL = 2,976 SF
Project ID: 21-1127-L001
Sheet FBI
Preliminary Plan
Sheet Number C 2021
CAUTION. IF THIS PRINT IS NOT 24" X 36" THEN F IS A REDUCE[) PRINT
04 Conceptual West Elevation_ View
02 Con.T.S. yal East Elevation View
Scale: N.T.S.
01 Concpetual Perspective View
Scale: N.T.S.
CONCEPTUAL RENDERINGS
FOR
VERDAD OFFICE
351 E. HUDGINS STREET
WILLIAM DOOLEY SURVEY
AB No. 442
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
1.116 ACRES OR 48,612 SQ. FT.
ZONE: CC -COMMUNITY COMMERCIAL
DATE OF PREPARATION: FEBRUARY 22, 2022
Sdf Pian Approval Subi7uesion 021T2i2022
_ Sile Pian Approval Submission 0111012022
No. Issued Date
Verdad RE & C
Exterior
Improvements
351 E Hudgins
351 East Hudgins Street
Grapevine, Texas 76051
Project ID: 21-1127-L001
Sheet Title
Conceptual
Renderings
Sheet Number E 2021
CA UTIOIK, IF THIS PRINT IS NOT 24X 36" THEN IT IS A REOU C ED PRINT
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EXTERIOR MATERIALS LEGEND
NEW FIBER CEMENT SIDING_
EXISTING META(. SIDING:
(CEMENT SIDING I)
MFR. EXISTING
MFR: NICHIHA
]off
SERIES EXISITNG
SERIES'. VINTAGEWOOD
COLOR: SHERWIN WILLIAMS SW6255'7RICORN BLACK
R: COLOREDWOOD
NEW FIBER CEMENT SIDING'.
NEW SiEEI/ALUMINUM FEATURES AND TRIM:
(CEMENT SIDING 2)
MFR: VARIES
MFR- NICHIHA
SERIES: VARIES
SERIES EMPIREBLOCK
COLOR: SHERWIN WILLIAMS SW6991"BLACKMAGIC'
'n
COLOR: GRAY
04 West Elevation
Scale: 1 /8" = F-0"
03 East Elevation (Main Facade)
v T.O.CLAD.,
I000'____sT..2'
FIN. FLOOR •--•---•--
FIBER CEMENT PANELS,
EMPIREBLOCK
02 South Elevation
--
WEST ELEVATION
EAST ELEVATION
SOUTH ELEVATION
NORTH ELEVATION
MATERIAL
SQ. FT. PERCENTAGE
SQ. FT. PERCENTAGE
SQ. FT, PERCENTAGE
SQ. FT. PERCENTAGE
BRICK
0
0.0%
0
0.0%
0
0.07.
0
0.0%
EIFS
0
0.0%
0
0.0%
0
0.0%
0
0.0%
GLASS/GLAZING
410
9.9%
826
19.6%
419
23.5%
0
0.0%
METAL
556
13.3%
1,040
24.7%
338
18.9%
1,132
64.8%
CEMENT SIDING 1
2,708
65.0%
2,012
47.7%
7.7
892
50.0%
520
- _
29.8%
__
CEMENT SIDING 2
_
1 494
11.8%
337
8.0%
136
o ----_
7.6%
95
5.4%
TOTAL:
4,168
100.0%
1 4,_2 151
100.0%
1,785
100.07.
1,747
100.0%
t �Ill.. -4 -. LlT F_
-T FLOORFINFLOOR-_
FIBER CEMENT PANELS STOREFRONT 1- STEEL CANOPY FIBER CEMENT P,
VINTAGEWOOD WINDOWS VINTAGEWOOD
01 Exlstin North Elevation
Scale 1 /8' = 1 -0
ENVELOPE CLADDING
REQUIREMENTS
'ER CITY Of GRAPEVINE ENERGY CONSERVATION CODE 12015 IECC)
I. TOTAI. EXFERIOR ENVELOPE AREA:
11,1785F
2. TOTAL PROPOSED VERTICAL FENESTRATION
1.622 SF
3. PERCENT FENESTRATION PROPOSED:
I4%
4. MAX. PERCENT FENESTRATION PERMITTED:
30%
'FR SECTION 25. 5 AND SECTION 54 OF CITY OF GRAPEVINE
i. TO AL EXTERIOR SOLID ENVEiOPE
Ia, 156 SF
^ TOTAL FIBER CEMENT CLAD PROPOSED:
7,194 SF
3. PERCENT FIBER CEMENT CLAD PROPOSED:
708%
4_ IN, PERCEI IT FIBER CEMENT CLAD REQUIRED:
70%(7,109 Sri
EMPIREBLOCK
103_0_ _
- T.O. CLAD
1 W-9.
FIN FLOOR
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5400 L&1
Freeway, Suite 125 Dallas, Texas 75240
P. 972.770.2222 I www.entosdesign.com
BUILDING ELEVATIONS
FOR
VERDAD OFFICE
351 E. HUDGINS STREET
WILLIAM DOOLEY SURVEY
AB No. 442
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
1.116 ACRES OR 48,612 SQ. FT.
ZONE: CC -COMMUNITY COMMERCIAL
DATE OF PREPARATION: FEBRUARY 22, 2022
RIA Plan Approval Submssion 02/22/222
Slte Plan Approval Submission 01/10/2022
No. Issued Date
Verdad RE & C
Exterior
Improvements
351 E Hudgins
351 East Hudgins Street
Grapevine, Texas 76051
Project lD:21-1127-L001
Sheet Title
Building
Elevations
Sheet Number " 2021