HomeMy WebLinkAboutSP2022-11February 3, 2023, 2022
Structures & Interiors, Inc.
Skylar Fallis
1594 Hart St.
Southlake, TX 76092
Re: GRAPEVINE FILE # SP22-11; 1601 Lancaster Drive
To Whom It May Concern,
This letter is to verify that your site plan located at 1601 Lancaster Drive, platted Clearview Park
Addition, Block 3, Lot 1 R for an addition of a generator was approved by staff on February 2, 2023.
A copy of the approved site plan is enclosed.
Any changes to a site plan approved with a conditional use or a special use (no matter how
minor or major) can only be approved by city council through the public hearing process.
Please do not hesitate to contact us if we may be of further assistance (817) 410-3155.
Sincerely,
AA� ��� ,
G
Erica Marohnic, AICP
Planning Services Director
Planning Services
The City of Grapevine * P.O. Box 95104 * Grapevine, Texas 76099 * (817) 410-3155
* https://bit.lv/GravevineF ianninLi
REMODELING FOR
601
LANCAS I ER DRIVE
GRAPEVINE,
TEXAS
PLANNING APPROVED
BUILDING CODES
2006 INTERNATIONAL BUILDING CODE
2006 INTERNATIONAL PLUMBING CODE
2006 INTERNATIONAL MECHANICAL CODE
2006 INTERNATIONAL FUEL GAS CODE
2015 INTERNATIONAL FIRE CODE
2005 NATIONAL ELECTRICAL CODE
2015 INTERNATIONAL ENERGY CONSERVATION CODI
OCCUPANT LOAD CALCULATIONS
OCCUPANCY
SO. FT.
LOAD FACTOR
NO. OF OCCUPANTS
WAITING ROOM
519
1 `, SO. FT
35
CONTACTINFORMATION
OUTPATIENT AREA
4742
1(10 SQ.FT.
48
ARCHITECT
BUSINESS AREA
2432
100 SO, FT
25
BUSINESS: TMA-CHA ARCHITECTS, INC.
ADDRESS: 814 PENNSYLVANIA AVE., SUITE 100
FORT WORTH, TEXAS 76104
TOTAL
7693
108
OFFICE NUMBER: 817.737.0404
FAX NUMBER: 817.737.0401
PROJECT
SUMMARY
M.E.P. ENGINEER
BUSINESS: NOVA ENGINEERING
ADDRESS: 4819 STATE HWY 121 #12
EXISTING 1ST FLOOR
1.'825 SQ.FT.
THE COLONY, TEXAS 75056
OFFICE NUMBER: 817.336-0543
EXISTING 2ND FLOOR
1 1690 SQ.FT.
CIVIL ENGINEER
BUSINESS: GATEWAY ENGINEERING, INC.
TOTAL
2.4515 SQ.FT.
ADDRESS: 6012 REEF POINT LANE
FORT WORTH, TEXAS 76135
OFFICE NUMBER: 866-936-8302
REMODELED ASC AREA
4742 SQ.FT.
REMODELED BUSINESS & WAITING AREA
2951 SQ.FT.
INDEX
OF
DRAWINGS
TOTAL REMODELED AREA
r 093 SQ.FT.
COV COVER SHEET
CIVIL
C1_ _
® C2
EXISTING GRADING &DRAINAGE PLAN
ARCHITECTURAL
A0.1
SITE PLAN
A1.1
FLOOR PLAN, ROOM FINISH SCHEDULE
A1.2
FLOOR PLAN DIMENSIONS, DOOR & WINDOW TYPES
A1.3
REFLECTED CEILING PLAN, DOOR & WINDOW DETAILS
A1.4
INTERIOR ELEVATIONS
A1.5
INTERIOR ELEVATIONS
RK DETAILS
® aA2.=1EXTERlOR
ELEVATIONS
L1 .1
EXISTING LANDSCAPING PLAN
MECHANICAL
MEP1.00
COVERSHEET - MEP
MEP1.02
SITE PLAN - MEP
M2.01
FLOOR PLAN - MECHANICAL
M4.01
SCHEDULES AND DETAILS - MECHANICAL
M5.01
SCHEDULES AND DETAILS - MECHANICAL
ELECTRICAL
DE2.01
DELETED
E2.01
FLOOR PLAN - ELECTRICAL
E4.01
SCHEDULES AND DETAILS - ELECTRICAL
E4.02
SCHEDULES AND DETAILS - ELECTRICAL
E5.01
SCHEDULES - ELECTRICAL
E5.02
SCHEDULES - ELECTRICAL
EL2.01
FLOOR PLAN - LIGHTING
ES2.01
FLOOR PLAN - SPECIAL SYSTEMS
PLUMBING
P2.00
DELETED
P2.01
UNDERFLOOR PLAN - PLUMBING
P2.02
DELETED
P2.03
FLOOR PLAN - PLUMBING
P2.04
MEDICAL GAS FLOOR PLAN - PLUMBING
P4.01
DETAILS - PLUMBING
P5.01
SCHEDULES DETAILS & RISERS
FP1.01
FIRE PROTECTION PLAN - PLUMBING
ACCESSIBILITY 1 TAS REGULATIONS
ACCESSIBILITY lAS REGULATIONS
ACCESSIBILITY 3 TAS REGULATIONS
NOTE:
TAS ACCESSIBILITY DRAWINGS ARE NOT PROVIDED BY
TMA-CHA ARCHITECTS, BUT ARE BEING PROVIDED FOR
CONTRACTORS REFERENCE. ADHERING TO THE
REQUIREMENTS OF THE FOLLOWING SHEETS SHOULD
BE INCLUDED IN THE CONTRACTOR'S SCOPE OF WORK
OCCUPANCY TYPE: B
CONSTRUCTION TYPE: TYPE II B
VICINITY MAP NORH
C! OF GRAPE' rti't
APPV' DENIED
CASE #_S = -
ORDINANCE #
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DRAWING TITLE:
COVER SHEET
DATE: 14 DEC 2022
DRAWN BY: TMA
PROJECT NO, 2027
SUBMITTAL:
1. 10 29 APR 2022
2. ® 9 JUN 2022
3. ® 29 JUL 2022
4. A 10 AUG 2022
5. A 16 AUG 2022
cov
6. A 14 DEC 2022
SITE PLAN DATA SUMMARY TABLE
(ITEM REQUIRED PROPOSED
GENERAL SITE DATA
ZONING (FROM ZONING MAP) PO PO
LAND USE (FROM ZONING ORDINANCE; INCLUDE ALL APPLICABLE USES) PRC)FESSIONALOFFICES PROFESSIONAL OFFICES
TOTAL LOT AREA ( SQUARE FEET AND ACRES) 10O00 SQ FT .22956 ACRES 77949 SOFT 1.789 ACRES
FIRST FLOOR BUILDING FOOTPRINT AREA (SQUARE FEET) 46769 SQ.FT. 12825 SQ.FT.
TOTAL BUILDING AREA (SQUARE FEET) 93538 SQ.FT. 24515 SQ.FT.
BUILDING HEIGHT (FEET: # OF STORIES) 30i 2 STORIES 29'-6" 2 STORIES
I FLOOR AREA RATIOS (X.XX.1)
OPEN STORAGE (SQUARE FEET) 0 SQ.FT. 0 SQ.FT.
PARKING
PARKING RATIO (PROM ZONING ORDINANCE) (1 PER 300 SQ. FT.) 82 107
.ACCESSIBLE PARKING (# OF SPACES) 5 5
LANDSCAPE PLAN DATA SUMMARY TABLE
ITEM I REQUIRED (PROPOSED
LANDSCAPE AREA
LANDSCAPE PERIMETER AREA (SQUARE FEET) 77949 SQ. FT.
INTERIOR LANDSCAPE AREA - PARKING LOT LANDSCAPING (SQUARE FEET) 4337 SO. FT. 5168 SQ. FT.
ADD(T ION.AL INTERIOR LANDSCAPE AREA 16583 SO. FT.
OTHER LANDSCAPE AREA W':TH<N THE LOT (SQUARE FEET)
IMPERVIOUS AREA
BUILDING FOOTPRINT AREA (SQUARE FEET) 12825 SQ. FT.
AREA OF SIDEWALKS. PAVEMENT & OTHER IMPERVIOUS FLATWORK 43373 SQ. FT.
(SQUARE FEET'I
OTHER IMPERVIOUS AREA
TOTAL OPEN SPACE (SQUARE FEET AND PERCENTAGE) 15590 SQ. FT (20% MIN). 21751 SO. FT. (27.9%)
TOTAL !MPERVOUS AREA ( SQUARE FEET AND PERCENTAGE) 62359 SQ. FT. (80% MAX). 56198 SQ. FT. (72.1%)
TABLE 1.
MAXIMUM PERMISABLE SOUND PRESSURE LEVELS BY RECEIVING ZONING DISTRICT
La SOUND LEVEL, dBA LIMITS FOR CONTINUOUS SOUND SOURCES
DISTRICT DAY 1 IME NIGHT TIME
(7:00 AM TO 10.00 PM) (10:00 PM TO 7:00 AM)
RESIDENTIAL 59 52
EXISTING EXTERIOR LIGHTING
EXISTING PARKING LOT LIGHTING REMAINS AND DOES NOT
EXCEED 3.0 FOOTCANDLES AT PROPERTY LINE.
ON EAST PROPERTY LINE ADJACENT TO RESIDENTIAL,
LiGHTINGDOES NOT EXCEED 0.2 FOOTCANDLES.
EXISTINS FIRE
HYDRA►IT
2(` INLETS j
\'i
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I
I
EXISTING 8" CITY j
WATER MAIN
I
j 9
I y
1 y
II
I EXI ING 8"
i SEVR MAI
y
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I I
) I
i I
I I
! I i I
I I
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I � I
I \�j I
I y
i y
i 4
I I
II
EXISTING 6"
WATER SERVkE ,,
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EXISTIN 3 FIRE )
HYDRANT j
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EXISTING SEWER
MANHOLE 20' CURB I
WEST COLLEGE STREET INLET l
8" SEWER 1
8" SEWER
-- -------,-,�� `
n 1 tf
' I I
j 42" STORMI i I
I—� r -� EXISTING SEWER SERVICE I I
I I 10
I 1 18" SD I I
I20' INL.ET i s
I 5 TOTAL LOT AREA - 7794 SQ.FT. 1 I I I
CLEARVIEIN PARS I I ( I I
LOT 1 R E (LOCK I I
1601 LANCA,iTER D IVE 10' INLET I I
CITY OF GI?APEVI E
TARRANT COUNTY, TEXAS EXISTING` PARKING COVER 27" SD
"EXISTING GROUND SIGN a
I (6-3" HIGH) - j 6 I \
I I I (
i I
1 ,,—EXISTING 3" i i C0 I I I j
i cd
STORM DR IN 1 1 6:D Z I I M I
EXISTING FIREI LA
CITYI I Q❑ � � I
I EXISTING ENTRANCE iUT:LITr I
IN i = I GATE ISLAND z Y I I I JASEM141
i OVQ I I
I 1 EXISTING FIRE LANE STRIPING v c9 w j I i t I
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zI10 o I
I ra�C, I z
j E(ISTIN_; GROUND I )1UN 1 X I I
f "`4 (?'-7" H'GH) I 12 w I
I! I
6'X5' BOX
W( i I I f o 0 I I LOT 14, BLOCK A,
I i s z COLLEGE CREEK
LOT 15, BLOCK A,
COLLEGE CREEK
ZONING: R-7.5 (SINGLE FAMILY DISTRICT)
I
w w; I I ! ZONING: R-7.5 (SINGLE FAMILY DISTRICT)
I r6" FIRE LINE i z z I
FDC ON BLDG FACE g g I
LLB PER FIRE SPRINKLER ¢ LL I
� = i 1 DRAWINGS z z
Q I �X
z I EXISTING TWO _ rO w I w
Q I • STORY MEDICAL
J 1 OFFICE BUILDING
j Z 1 E (ISTING
i EL TRANCE
1 — fw TOTAL EXISTING STORIES 2 NOPY ; I I I LOT 13, BLOCK A,
TOTAL EXISTING HEIGHT - 24'-6"
I f- FIRST FLOOR SQ. FT. - 12825 ------ I I COLLEGE CREEK
I `�1 EXISTING 4.2" SECOND FLOOR SO. FT. - 11690 I MIN. RE R--
WATER METERS TOTAL SQ.FT. - 24515 I
I ZONING: R-7.5 (SINGLE FAMILY DISTRICT)
I � I � I
1 ' 25' MIN- FFONT WARIT
624F 1
I I = I
I I I 113 I I
I Iall.A2.1 SIM OHI I I
I I I
5 clI
U LOT 12, BLOCKA,
v t� I COLLEGE CREEK
w— ccI
111
� i 26'4a a Q I I ZONING: R-7.5 (SINGLE FAMILY DISTRICT)
I L-NEW SCREEN 8, Q Z
FENCE m� a co
I � UY I I
zo
i I I 4
1 I W I �0RA;NAG JTILI
tpbwANT
I � I I1 li I
5 ay ie-rcw cA i LOT 11, BLOCK A,
(y COLLEGE CREEK
i (
j I EXISTING F I4#� IPING
= I
j EXISTING ENTRANCE EXISTING BRICK I i ZONING: R-7.6 (SINGLE FAMILY DISTRICT)
j I I GATE ISLAND WASTE ENCLOSURE I
aq2., (T-9" HIGH) 112 i I
i I i E (ISTIN 3 FIRE LAI JE_STRIPING
I
1 ' I 4X4'INLET
I I -EXISTING GROUND SIGN 'r V 10' MIN. SIDE YARD I
1 2'-7" HIGH)9iA' `.5 I i LOT 10, BLOCK A,
— --- — ---- r----------- — — I COLLEGE CREEK
I u I
* II . • _ 'RaA' NE90,a', 2'E I n I
h i I j ZONING' R-7.5 (SINGLE FAMILY DISTRICT)
1605 LANCASTER DRIVE II u I I
_ al EVERGREEN FERN LTD
j --- LOT 3R, BLOCK 3,
! CLEARVIEW PARK ADDITION
j ZONING: PO (PROFESSIONAL OFFICE DISTRICT)
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PLAN
NORTH SITE PLAN
T 1 1
LLJ
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15' 30'
GRAPHIC SCALE
150'
SCALE: 1 " = 30'-0"
W COLLEGE ST
Lr w OXFORD LN
co SITE
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/ NORTH VICINITY MAP
CASE NAME: NEXTMED
CASE NUMBER: SP22-11
LOCATION: 1601 LANCASTER DRIVE
CITY OF GFE, ,hE
CENIEO
ORDINANCE #
DATF FEB 0 3 2023
ARCHITECT:
TMA-CHA ARCHITECTS
814 PENNSYLVANIA AVE.
FORT WORTH, TEXAS 76104
JOHN REESER PROJECT ARCHITECT
817-737-0404
JOHN@TMA-CHA.COM
OWNER:
DR. NATHAN GRAVES
1601 LANCASTER DRIVE
GRAPEVINE, TEXAS 76051
817-481-7727
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET OF
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT WITH ANY CODES OR
ORDINANCES
PLANNING SERVICES DEPARTMENT
SITE PLAN
FOR
NEXTMED ASC
LOT 1 R, BLOCK 3, CLEARVIEW PARK
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
1.789 ACRES
ZONE: P-O PROFESSIONAL OFFICE DISTRICT
DATE OF PREPARATION: DECEMBER 12, 2022
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.PDF REPRODUCTION CONTROL:
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DRAWING TITLE:
SITE PLAN
DATE: 14 DEC 2022
DRAWN BY: TMA
PROJECT NO. 2027
SUBMITTAL:
1.
2.
3.
AO m 1
12
61
~n /
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..........
HARDI-SLATE ROOF, TYPICAL
-TIE'
. ........... .
_111C -
EIFS, TYPICAL
r
rr NOTE: GENERATOR EXHAUST IS
O FLUSH W/ TOP OF UNIT w o Luu z
�a T —LINE OF QU)Locr0
12 w'Q GENERATOR wwOwcn
6 , w`♦ O �" II BEYOND m a- cc >O r LINE OF
o �° �T r Q Q Q c Q} CONDENSER
_ O Ir I a~ BEYOND, TYP. w o
C\i7��
o
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o w
Co >I �c> LL
m ` SOUTH ELEVATION Lo C7--2 X 10 CAP Q
SECONDFLR.`` EQUIPMENT SCREEN
� J
O Q
� 1/8" = 1'-0" NORTH ELEVATION SIM O.H. N N
FINISH GRADE ♦ -1Q w
EIFS, TYPICAL— r cc
� o o �N, NOTE: SLOPE FENCE TO FOLLOW
o � i w —LINE OF o w ` , EXIST. GRADE. ALL WOOD TO BE
i Q z GENERATOR
mA
-___.. ..____. __._......... _._._._._ WI FIRST FL BETTER
R c\, B z 20 g GRADE CEDAR OR BE
_....._..._ _....__.._.. k—T,
_._--.---...-_____._.__ ___ _. ,. I EY w � QUAmE GALV. FENCE
ONDS, TYPICAL N O� H ELEVATION TOTAL SQ.FT. OF FACE = 1,526 SQ.FT.— -__ �1 I — _ o 0 0 POST @ 6=0 O.C. MAX.
f 0 w -_
1 — I. GLASS 540 SQ.FT. = C7 z
LL U)
1/8 — 1 -0 E.I.F.S. 906 SQ.FT. I O a wc�l =
CAST STONE 80 SQ.FT. I z = J L2, ;-: 2 X 4 NAILERS , TYP.
0o O C7 Q
o U LLJ
> =
WEST ELEVATION 60 co 1 X 6 CEDAR @ 7" O.0 EA. SIDE.
r STAGGER TO CONCEAL VIEW.
w =
06 EQUIPMENT SCREEN = _
PROTECT EXIST. CONC. PAVING
1 /8+I � = 1 -0 a L� _ FROM DAMAGE
HARDI-SLATE ROOF, TYPICAL -
HIGHER SCREEN
12 a BEYOND 0D
�C" 12" DIAM.
6 w CONC.
Q
0 ♦ u 2 �' SQUARE GALV. FENCE
wQ -0" POST @ 6=0" O.C. MAX.
w Co 1
Z
- co p 00 NOTE: ALL WOOD TO BE STAINED NO. 1
GRADE WESTERN RED CEDAR OR BETTER
SECTION TH RU SCREENING
,> EAST ELEVATION 12 " = , „
EQUIPMENT SCREEN ''8 —1-°
� 7 � — SIM._ AS NOTED
j( jI II
12A -
�� II—IL�LI� �.. — �� /1��� 1 /8 — 1 0
— _ EXISTING STEEL GATES
...... ...... ..........._L._... i .... A.. �
I 1 ( I
!
IV_ CAST STONE
CAST STONE COLUMNS, TYPICAL EIFSTYPICAL CAST STONETYPICAL , , EIFS, TYPICAL
EXISTING TOTAL SQ,FT. OF FACE = 2,220 SQ.FT.
EAST ELEVATION GLASS 520 SQ.FT.
2 E.I.F.S. 1340 SQ.FT.
1 /8 = 1 -0 CAST STONE 360 SQ.FT.
— HARDI-SLATE ROOF, TYPICAL
♦ SECOND
FINISH GRADE
EEIFS, TYPICAL
IFS. TYPICAL
co
1'RST FLR.
EXISTING
SOUTH ELEVATION
3 ,
1 /8"= 1 -0
HARDI-SLATE ROOF, TYPICAL
r
I
EIFS. TYPICAL EIFS: TYPICAL
EXISTING
(4) VV E .. T_ _E�LEVAT 10�1�
1 /8 = 11
.-0"
r 1
EIFS, TYPICAL
I I
STANDING SEAM METAL ROOF
- .......... r
r
E E
' ... _...i..._.. I i
! I :
EIFS, TYPICAL CAST STONE, TYPICAL
TOTAL SQ.FT. OF FACE = 1,526 SQ.FT.
GLASS 540 SQ.FT.
E.I.F.S. 906 SQ.FT.
CAST STONE 80 SQ.FT.
12
16
I _.l
L�
CAST STONE COLUMNS, TYPICAL
a
o w
`° m
t-� 1
TOTAL SQ.FT. OF FACE = 1,388 SQ.FT.
GLASS 428 SO. FT.
E.I. F.S. 960 SQ.FT.
SECOND FLR ` —
Lo
bo
o
FINISH GRADE.,
FIRST FLR.
BRICK
NORTH ELEVATION — EXISTING
0WASTE ENCLOSURE
8 II,"
1 /8 -— 1 -0
i
CAST STONE
BRICKFitt 1 �'��§'-`'fx:�'"nx-•::'a.�.',x,.'-� �t'"-��: ..a
SOUTH ELEVATION — EXISTING
9 WASTE ENCLOSURE
II_,II
- CAST STONE
BRICK
0' 8'
24'
GRAPHIC SCALE SCALE: 1/8" = V-0"
W COLLEGE ST
OXFORD UN x
SITE m
0
EATON LN
lJ
ti
m y� HUDGINS 51 r-
jj
Q
,pAE��OODs pyE
/ NORTH VICINITY MAP
EAST ELEVATION — EXISTING
WASTE ENCLOSURE
1 /8 — 1 -0
CITY OF Girhrc:riit APPV'D,..,®„
CASE
CAST STONE
r,� •, - ORDINANCE �
'�� BRICK DATF FEM 2023
WEST ELEVATION —EXISTING
WASTE ENCLOSURE
101 „_ — ,
1 /8 1 -01
1
TABLE OF PERCENTAGES - TOTAL BUILDING
30% GLASS
47% E.I.F.S.
23% CAST STONE
ARCHITECT:
TMA-CHA ARCHITECTS
814 PENNSYLVANIA AVE.
FORT WORTH, TEXAS 76104
JOHN REESER PROJECT ARCHITECT
817-737-0404
JOHN@TMA-CHA.COM
OWNER:
DR. NATHAN GRAVES
1601 LANCASTER DRIVE
GRAPEVINE, TEXAS 76051
817-481-7727
CASE NAME: NEXTMED
CASE NUMBER: SP22-11
LOCATION: 1601 LANCASTER DRIVE
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET OF
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT WITH ANY CODES OR
ORDINANCES
PLANNING SERVICES DEPARTMENT
EXTERIOR ELEVATIONS
FOR
NEXTMED ASC
LOT 1 R, BLOCK 3, CLEARVIEW PARK
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
1.789 ACRES
ZONE: P-O PROFESSIONAL OFFICE DISTRICT
DATE OF PREPARATION: DECEMBER 12, 2022
40'
12/14/2022
PDF REPRODUCTION CONTROL:
\.J
1" SQUARE WHEN PRINTED FULL SIZE
DRAWING TITLE:
EXTERIOR ELEVATIONS
DATE: 14 DEC 2022
DRAWN BY: TMA
PROJECT NO. 2027
SUBMITTAL:
1.
2.
3.
A2m 1
W COLLEGE ST
OXFORD LN
r m
x
EATON LN
W f ItJpGWS.
__. N
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VICINITY MAP
UTILITY CONSTRUCTION NOTES
1.
CONTRACTOR SHALL OBTAIN A PARKWAY PERMIT FOR ANY WORK WITHIN THE CITY OF GRAPEVINE RIGHT-OF-WAY.
2.
CONTRACTOR SHALL REVIEW THE SITE MECHANICAL AND PLUMBING PLANS PRIOR TO ANY CONSTRUCTION TO INSURE THAT THE PROPOSED
UTILITIES SHOWN ON THESE PLANS ARE IN PROPER ALIGNMENT AND DEPTH.
3.
ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS OF THE CITY OF GRAPEVINE, TEXAS.
4,
CONTRACTOR SHALL BE REQUIRED TO PROVIDE AND MAINTAIN ALL NECESSARY WARNING AND SAFETY DEVICES (FLASHING LIGHTS, BARRICADES,
SIGNS, ETC.) TO PROTECT THE PUBLIC SAFETY AND HEALTH UNTIL THE WORK HAS BEEN COMPLETED AND ACCEPTED BY THE CITY.
5.
ALL PIPES SHALL BE KEPT FREE OF TRASH AND DIRT AT ALL TIME. AT THE END OF EACH DAY, THE PIPE SHALL BE TEMPORARILY
SEALED/CONNECTED. ALL PIPE INSTALLATION SHALL BE PERFORMED AS RECOMMENDED PER THE PIPE MANUFACTURER. THE CONTRACTOR
SHALL INSPECT THE SITE DAILY AND KEEP THE SITE FREE OF TRASH AND CONSTRUCTION DEBRIS.
6.
THE CONTRACTOR SHALL CONTACT THE ASSIGNED INSPECTOR FOR THE OPERATION OF ALI- WATER VALVES & SCHEDULING OF SERVICES BY
WATER/WASTEWATER.
7.
WATER PIPE FOR FIRE LINE SHALL BE POLY VINYL CHLORIDE (PVC) PIPE CONFORMING TO AWWA C900 CLASS 150 AND SHALL BE INSTALLED PER
MANUFACTURER'S REQUIREMENTS, OR APPROVED EQUAL. MINIMUM 42 INCH COVER REQUIRED.
8.
PROVIDE THRUST BLOCKING ON WATER PIPING PER NCTCOG SPECIFICATIONS.
9.
WATER PIPE SMALLER THAN 4 INCHES SHALL BE POLY VINYL CHLORIDE (PVC) SCHEDULE 40 AND INSTALLED PER MANUFACTURER'S
REQUIREMENTS, OR APPROVED EQUAL.
10.
ALL ON -SITE WATER PIPE 4 INCH AND LARGER SHALL BE CHLORINATED AND TESTED BY AN APPROVED AGENCY AND - PLUMBING SECTION
(AWWA C-601).
11.
INSTALL WATER PIPE TO PROVIDE 12' MIN. CLEAR OF ALL PROPOSED AND EXISTING PIPING.
12.
THE CONTRACTOR SHALL MAINTAIN THE EXISTING WATER MAINS AND SERVICES IN OPERATION WHEN INSTALLING NEW WATER MAINS. THIS SHALL
INCLUDE ANY TEMPORARY CONNECTIONS, IF REQUIRED.
13.
ALL TRENCHES SHALL BE BACKFILLED AND REPAIRED PER CITY STANDARDS.
LINETYPE LEGEND
EXISTING
PROPOSED
--
--
CENTERLINE
... -...... _........ .......__.-...--
EASEMENT
-
PROPERTY LINE
...... ...-.......
— —
— — — —
—
RIGHT-OF-WAY
0
CHAIN LINK FENCE
_ ......;...:::.�:.:.
I
CURB AND GUTTER
- ---
- - -
EDGE OF PAVEMENT
S-24"
SS
SANITARY SEWER
D 24"
SD
STORM DRAINAGE
V
W
WATER
ABBREVIATIONS
AB
AGGREGATE BASE
LF
LINEAR FEET
AC
ASPHALT CONCRETE
MH
MANHOLE
BFP
BACKFLOW PREVENTER
OC
ON CENTER
BFR
BARRIER FREE RAMP
P
PAVEMENT
BM
BENCHMARK
R
RADIUS
CL
CENTERLINE
ROW RIGHT-OF-WAY
CID
CONTROL POINT
SD
STORM DRAIN
DI
DRAIN INLET
SF
SQUARE FEET
DWG
DRAWING
SL
STREET LIGHT
EC
EDGE OF CONCRETE
S
SEWER
EP
EDGE OF PAVEMENT
STA
STATION
FF
FINISH FLOOR
STD
STANDARD
FG
FINISH GRADE
TBM
TEMPORARY BENCHMARK
FH
FIRE HYDRANT
TC
TOP OF CURB
FL
FLOW LINE
TYP
TYPICAL
GB
GRADE: BREAK
W
WATER
L.A.LANDSCAPE
AREA
WM
WATER METER
NOTES
1. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,
CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN
PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN
PROFESSIONAL.
2. WHERE UNDERGROUND OR SURFACE STRUCTURES ARE SHOWN ON THE PLANS, THE LOCATIONS, DEPTH AND
DIMENSIONS OF STRUCTURES ARE BELIEVED TO BE REASONABLY CORRECT, BUT ARE NOT GUARANTEED. SUCH
STRUCTURES ARE SHOWN FOR THE INFORMATION OF THE CONTRACTOR, BUT INFORMATION SO GIVEN IS NOT TO BE
CONSTRUED AS A REPRESENTATION THAT SUCH STRUCTURES WILL, IN ALL CASES, BE FOUND WHERE SHOWN OR
THAT THEY REPRESENT ALL THE STRUCTURES THAT MAY BE ENCOUNTERED.
3. CONTRACTOR SHALL NOTIFY "USA" (UNDERGROUND SERVICE ALERT) AT 811, TWO WORKING DAYS BEFORE
COMMENCING EXCAVATION AND ALL UTILITY AUTHORITIES OR UTILITY COMPANIES HAVING POSSIBLE INTEREST IN THE
WORK, OF CONTRACTOR'S INTENTION TO EXCAVATE PROXIMATE TO EXISTING FACILITIES, AND CONTRACTOR SHALL
VERIFY THE LOCATION OF ANY UTILITIES WITHIN THE WORK AREA.
4. WHEN THE CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OF EXTENSION OF EXISTING SURFACE
OR SUBSURFACE STRUCTURES, PIPES, OR APPURTENANCE, THE CONTRACTOR MUST VERIFY EXISTING LOCATION AND
ELEVATIONS OF ITEMS SHOWN ON THE PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY
NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY
RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF WORK. THE CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY QUESTIONS THAT MAY RISE CONCERNING THE INTENT,
PLACEMENT, OR LIMITS OF DIMENSIONS OR GRADES NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT.
EXISTING SEWER
MANHOLE -- 20' CURB
INLET
SD SD 5D SD SD SD SD SD
COLLEGE STREET 8' SEWER �; sa S 6'x5' Box
SID
— —
o
sue. ••�..r�.... ��...� u••n r.••.... m•-.••a....�..� ..� �.....� .... ..-r..r . Y.._ . .. F__ �' //'�V
PROPERTY LINE.. 1 N------
- SD7 42" STORM I
EXISTING FIRE Q SD SD SID I
HYDRANTrI
N 20' INLET I i 18" SD
20' INLET / EXISTING SEWER SERVICE
o
� z N �U)
® 10' INLET
� 27 SD00
EXISTING 8" CITY
si
WATER MAIN
io
�1 cif
1 20' DRAINAGE
o EXISTING 30" &UTILITY
1600 LANCASTER DR
LANCASTER LIQUID INVESTMENT S STORM DRAIN EASEMENT
LOT 11 BR1, BLOCK 1, LLI
CLEARVIEW PARK ADDITION ~
ZONING: PO (PROFESSIONAL OFFICE DISTRICT) Q I MA NT1NG 8' CITY SEWER EXIST CONC. PAVING, CURBS,
() I SIDEWALKS AND STRIPING
Zo
J INSTALL 80f LF OF 6" FIRE LINE TO BUILDING.
I BACKFILL LINE PER CITY STANDARDS. CONTRACTOR
v.. . •r ,••, �a . ° I g SHALL BE RESPONSIBLE FOR REPLACING ALL
o _ D BY INSTALLATION.
� IMPROVEMENTS DISTURBED
�;.... zx............ ..!...11
EXIST ELT, T _.....
INSTALL CUT IN TEE WITH 6" cn w._ . _....
FLANGE. COORDINATE WITH A 1
CITY STAFF FOR SCHEDULING SEE BUILDING FIRE SPRINKLER PLANS s
N FOR FIRE SERVICE INSIDE BUILDING
j F6 DC
FDC ON BUILDING FACE PER € a
INSTALL 8" IN LINE GATE —� 1 FIRE SPRINKLER DRAWINGS
VALVE ON EXISTING WATER o $
LINE PER CITY STD.'S
j EXISTING TWO STORY
... ..._. ..
— — V MEDICAL OFFICE BUILDING
�w
WATER ';••
(11569 SQ.FT. PER LEVEL) EXISTS U
EXISTING 6 Z
SERVICE „- m FF = 647.5 rNTRANPE I J
_ FURNISH AND INSTALL 6" DETECTOR ; r ANOP�Y
g I CHACK BACKFLOW PREVENTER WITH w
o BYPASS AND CONRETE VAULT PER CITY o . m•_.......__� O
cc
STD. GR4160 OR CITY APPROVED EQUAL.
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OKTEX PARTNERS, LTD. 1U)
a LOT 1 R, BLOCK 3,
EXISTING 4-2" CLEARVIEW PARK
oj`e I WATER METERS ADDITION
EXISTING FIRE
i w ......
o
HYDRANT� ._...�.... .�,�,..._ .••._m•••_•. ..•.•..•....... •...•..•.••._.. _.�....... ;;; ��. .�
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77.
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1602 LANCASTER DR MER GENERATOR )
LT2 PROPERTIES, LLC
LOT 11 BR2, BLOCK 1,
CLEARVIEW PARK ADDITION a
ZONING: PO (PROFESSIONAL OFFICE DISTRICT)
�---EXTSfi-CONC. PAVING, CUd85, 1
SIDEWALKS AND STRIPING
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20 DRAINAGE��o
&UTILITY a U)
EXIST CONC. PAVING, CURBS, EASEMENT
SIDEWALKS AND STRIPING
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1604 LANCASTER DR I N PROPERTY LINE
TROTTER BROOKS ETAL
LOT 11 A, BLOCK 1, 1
CLEARVIEW PARK ADDITION I o r — a — — — .. , ..—..• — — — —
1605 LANCASTER DRIVE
EVERGREEN FERN LTD
ZONING: PO (PROFESSIONAL OFFICE DISTRIC 1) LOT 3R, BLOCK 3,
CLEARVIEW PARK ADDITION r,<,
°o ZONING: PO (PROFESSIONAL OFFICE DISTRICT)
I
I
t-I
50' MAX.
TO MAIN
FLANGED COUPLING DETECTOR CHECK
METER ADAPTORr VALVE MATH D.I. N�PI E
9b' BYPASS METER MJ x FLANGE .�... ,,:.
a
*Go
1
FM LINE INSTALLED
BY LICENSED FIRE
--- -- -- ---� PROTECTION
DIRECTION OF FIuOW 1
3ji'VALV� � � I I
,a %"METkR I PENETRATION SHOULD BE 12"
ABOVE VAULT FLOOR AND
SEALED MATH NON —SKINK
VALVE BOX PER J / GROUT
DETAIL GR UM Z
�36%48* HATCH — HATCH CENTERED
MINIMUM, 6'X4'X6' DEEP PRECAST CONCRETE ON CHECK VALVE MEETING OSHA STANDARDS
VAULT ON 12' CRUSHED ROCK ITEM 504.2
VAULT SHALL BE HS20 RATED IN TRAFFIC AREAS.
DETECTOR CHECK
GR4160 BACKFLOW PREVENTER
0
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10'x5' BOX
0
SD SD SD —
I
I
I
LOT 15, BLOCK A,
COLLEGE CREEK
10 U.E.
\y
LOT 14, BLOCK A, /
COLLEGE CREEK '
ZONING: R-7.5 (SINGLE FAMILY DISTRICT)
1
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LOT 13, BLOCK A, >
COLLEGE CREEK ( cIf
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ZONING: R-7.5 (SINGLE FAMILY DISTRICT) I Y
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LOT 12, BLOCK A,
COLLEGE CREEK
ZONING: R-7.5 (SINGLE FAMILY DISTRICT)
LOT 11, BLOCK A,
COLLEGE CREEK
ZONING: R-7.5 (SINGLE FAMILY DISTRICT)
4'x4' Y
INLET
LOT 10, BLOCK A,
COLLEGE CREEK
ZONING: R-7.5 (SINGLE FAMILY DISTRICT)
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CASE
0RDINANCE # " —
DATE FES 0 3 2023
ENGINEERING, LLC_I
P. 817-78246214924 BOLERO CT. FORT WORTH, Tx
N8 ENGI . 0UTL JOOK CONI TPEE F PM F1EG F-'
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MATHEW E WILLU MSOM
°° °°°°°°°°°°°°°°°°°°°°°°°°
00 119947
11 /14/2022
PDF REPRODUCTION CONTROL:
ill
0
1" SQUARE WHEN PRINTED FULL SIZE
DRAWING TITLE:
UTILITY PLAN
DATE:
DRAWN BY: TMA
PROJECT NO.: 2027
SUBMITTAL:
1.
2.
3.
ci
111
NOTES
1. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE
AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND
HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
2. WHERE UNDERGROUND OR SURFACE STRUCTURES ARE SHOWN ON THE PLANS, THE LOCATIONS,
DEPTH AND DIMENSIONS OF STRUCTURES ARE BELIEVED TO BE REASONABLY CORRECT, BUT ARE
NOT GUARANTEED. SUCH STRUCTURES ARE SHOWN FOR THE INFORMATION OF THE CONTRACTOR,
BUT INFORMATION SO GIVEN IS NOT TO BE CONSTRUED AS A REPRESENTATION THAT SUCH
STRUCTURES WILL, IN ALL CASES, BE FOUND WHERE SHOWN OR THAT THEY REPRESENT ALL THE
STRUCTURES THAT MAY BE ENCOUNTERED.
3. CONTRACTOR SHALL NOTIFY "USA" (UNDERGROUND SERVICE ALERT) AT 811, TWO WORKING DAYS
BEFORE COMMENCING EXCAVATION AND ALL UTILITY AUTHORITIES OR UTILITY COMPANIES HAVING
POSSIBLE INTEREST IN THE WORK, OF CONTRACTOR'S INTENTION TO EXCAVATE PROXIMATE TO
EXISTING FACILITIES, AND CONTRACTOR SHALL VERIFY THE LOCATION OF ANY UTILITIES WITHIN
THE WORK AREA.
4. WHEN THE CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OF EXTENSION OF
EXISTING SURFACE OR SUBSURFACE STRUCTURES, PIPES, OR APPURTENANCE, THE CONTRACTOR
MUST VERIFY EXISTING LOCATION AND ELEVATIONS OF ITEMS SHOWN ON THE PLANS PRIOR TO
CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY
DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM
WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF WORK. THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY QUESTIONS THAT MAY RISE
CONCERNING THE INTENT, PLACEMENT, OR LIMITS OF DIMENSIONS OR GRADES NECESSARY FOR
THE CONSTRUCTION OF THIS PROJECT.
GRADING NOTES
1. ALL GRADING IS EXISTING. NO GRADING AND/OR DRAINAGE IMPROVEMENTS PROPOSED WITH THESE PLANS.
00
— SD SID I S
EXISTING FIRE f
HYDRANT
EXISTING SEWER
MANHOLE
— 20'; CURB
INLET
D SD SD SD SD SID i
SO
LOT 15, BLOCK A,
COLLEGE CREEK
10' U.E. \ \\
EXISTING 8' CITY SEWER I \
DNING: PO (PROFESSIONAL OFFICE DISTRICT)% MAIN EXIST CGNC. PAVING ;CURBS, \ \
SIDEWALKS AND STRIPING
cc
I
' W
Z
Q
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EXISTING 6" WATER
SERVICE
.............
R
z
EXISTING FIRE C
HYDRANT
1602 LANCASTER DR
LT2 PROPERTIES, LLC
LOT 11 BR2. BLOCK 1.
CLEARVIEW PARK ADDITION I"
'-ONING: PO (PROFESSIONAL OFFICE DISTRICT)
0
3
— _ — oo
a
I
1604 LANCASTER DRY 1=
TROTTER BROOKS ETAL
LOT 11 A, BLOCK 1,
CLEARVIEW PARK ADDITION
NG: PO (PROFESSIONAL OFFICE DISTRICT) >
0
0
"a
E COLLEGE STREET 8' SEWER SD_ i-- s'xs' Box
—s—
—s— -� —s— �s—— SD
£ . - "._. ....._._._._ _.."._..... _ OPERTY LINE I ....._—
w I I
STORM
E3--- SD f SLi.._ SD SD — — — — — -
-
20' INLET I 18 SD €
20' INLET ? ®� '`—� EXIStING SEWER SERVIC' E
cn I r:
i
P
10' INLET I I`
27 SD
a,
a0Lij
EXISTING 8' CITY
WATER MAIN ,,r_. i ..L...a
„ 120' DRAINAGE
' I EXISTING 30 w rn I & UTILITY
1600 LANCASTER DR Lw
N STORM DRAIN °D EASEMENT
LANCASTER LIQUID INVESTMENTS
LOT 11BR1, BLOCK 1,00
CLEARVIEW PARK ADDITION
I
Go
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I
cn
i
.,aae''mm- a xea,.'a �aa� aaw� .awe a><.w� dw aama "... •.,•„\wawa .a`, n
o _ PXIST ELE T' LOT 14, BLOCK A,
\ ....."n.� a...".....w ;................ ................ ................ ." I .; COLLEGE CREEK
f° `• i I '� U) ZONING: R-7.5 (SINGLE FAMILY DISTRICT)
,
p ? EXISTING TWO STORY
MEDICAL OFFICE BUILDING
N (11569 SO. FT. PER LEVEL) i pj m
o
FF � 647.5 w
�4 I XISTI z
N rRANCE Q,
CANOFIY c LOT 13, BLOCK A,
a- I;' COLLEGE CREEK
O
OKTEX PARTNERS, LTD.
o I I ZONING: R-7.5 (SINGLE FAMILY DISTRICT)
cn LOT 1 R, BLOCK 3, I
CLEARVIEW PARK E
ADDITION 0
cn
i Z
1 y�
. — � mow..• ��:, >.�•` � ..aa. �...a�
II :n co
ell � �, �
I u " _ LOT 12, BLOCK A,
g �DER. GENERATOR ? � I i COLLEGE CREEK
o INDICATES EXISTING CONTOURS tI ZONING: R-7.5 (SINGLE FAMILY DISTRICT)
-r_ONC. PAVING, CU ,
°f CD � SIDEWALKS AND STRIPING
a a i t '\ LOT 11, BLOCK A,
COLLEGE CREEK
lft? \; ...aw.w 20' DRAINAGE a
do U11LITY
EASEMENT
EXIST CONC. PAVING, CURS, ZONING: R-7.5 (SINGLE FAMILY DISTRICT)
SIDEWALKS AND STRIPING
.. �c \~ 44' Y
�rINLET
N �� — _, — ,.,,a .aa... — w.aw. ia.. — L.,�,
j
LOT 10, BLOCK A;
PROPERTY LINE ,I `
COLLEGE CREEK
p 3 � . >•�.. �..� ,..aa v� .,:�� �� avww . �•�. ' •� .. ��..��, - LE FAMILY DISTRICT)
:
1�a05 LANCASTER DRIVE r \ ZONING: R 7.5 (SING CT)
EVERGREEN FERN LTD
N..
LOT 3R, BLOCK 3,
U) ;
CLEARVIEW PARK ADDITION
ZONING: PO (PROFESSIONAL OFFICE DISTRICT)
\
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P. 817-782 1 4924 BOLERO CT. FORT WORTH, TX
NBM91ENQlI9ON7LOOK.(00rjA 7PBE FIIRN REQ. F-19551
0
SCALE IN FEET
0 15 30 60
1-=30'
o o.
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119947 0°
11 /14/2022
PDF REPRODUCTION CONTROL:
0
�fI
�wf
1" SQUARE WHEN PRINTED FULL SIZE
DRAWING TITLE:
EXISTING GRADING
AND DRAINAGE PLAN
DATE:
DRAWN BY: TMA
PROJECT NO.: 2027
SUBMITTAL:
1.
2.
3.
C 2
WEST COLLEGE STREET
LANDSCAPE PLAN DATA SUMMARY TABLE
ITEM I REQUIRED 1PROPOSED
LANDSCAPE AREA
LANDSCAPE PERIMETER AREA (SQUARE FEET) 77949 SQ. FT.
INTERIOR LANDSCAPE AREA -- PARKING LOT LANDSCAPING (SQUARE FEET) 4337 SQ, FT. 5168 SQ. FT.
ADDITIONAL; NTERIOR LANDSCAPE AREA 16583 SQ. FT.
01 HER LANDSCAPE AREA WITHIN THE LOT (SQUARE FEET)
IMPERVIOUS AREA
BUILDING FOOTPRINT AREA (SQUARE FEET) 12825 SQ. FT.
AREA OF SIDEWALKS, PAVEMENT & OTHER IMPERVIOUS FLATWORK 43373 SO. FT.
(SQUARE FEET)
OTHER IMPERVIOUS AREA
TOTAL OPEN SPACE (SQUARE FEET ANC PERCENTAGE) 15590 SQ. FT. (20% MIN). 21751 SQ. FT. (27.9%)
TOTAL IMPERVIOUS AREA( SQUARE FEET AND PERCENTAGE) 62359 SQ. FT. (80% MAX) 56198 SQ. FT. (72.1%)
PLAN EXISTING
NORTH LANDSCAPE PLAN
` 111 = 20'-0"
—LIVE OAK
CEDAR CEDAR CITY _ _ _ .DRA NAGE
_�_
/ -- -- - - ---- - - -- ----- -- P.Al
-
/ CEDAR r CEDAR CEDAR
LIVE OAK 1
¢�EXI3TING Bt�FORD I-JLLY I
LIVE OP LIVE OAI: SC 3EENING--4EDGE, PRESS ( 1
II TYPICAL I .
1
IBALD CYPRESS EXISTING BURFORD HOLLY ' SCREENING HEDGE, ( BRADFORD PEAR
TYPICAL
EXISTING BURFORD HOLLY I �'
SCREENING HEDGE,
TYPICAL
1—BRADFORD PEAR
I I
\ EXISTING GROUND
SIGN (6'-3" HIGH)
j— LIVE OAK b ( BRADFORD PEAR
LIVE OAK
I
t— LIVE OAK
I I
EXISTING GROUND SIGN
I (2'-7" HIGH)
LIVE OAK
EX STING Bt.RFORD tJLLY
SC"IEENINGjHEDGE.
TY 'CAL
I r
I
I
I
I
I
I
LIVE OAK
EXISTING TWO
STORY MEDICAL
OFFICE BUILDING
TOTAL EXISTING STORIES - 2
TOTAL EXISTING HEIGHT - 24'-6'
FIRST FLOOR SO. FT. - 12825
SECOND FLOOR SO. FT. - 11690
TOTAL SO. FT. - 24515
LIVE OAK
I
i I
•I
' • i it
NEW SCREEN FENCE
LIVE OAK
EXISTING BURFORD HOLLY
SCREENING HEDGE,
TYPICAL
I
LIVE OAK
—BALD CYPRESS
II
I I f
LIVE OAK
BRADFORD PEAR
I
I
I (( A E.lc=
I
I I
I
I I
I
I 1 BRADFORD PEAR
I
LIVE OAK
I i
I
_ 74" HIGH —
BRICK SCREEN WALL �� 1
ON EAST PROPERTY i \
LINE I
BRADFORD PEAR
I
I � 1
I
I 1
I
� I 1
❑ I BRADFORD PEAR
I
I
I I 1
� I
� I
❑ i I
I I
I
I
I
I I
BRADFORD PEAR
1
d LIVE OAK
I
j 1
— LIVE OAK
I i
BRADFORD PEAR
LANDSCAPING NOTES
1. EXISTING LANDSCAPE PLAN SHOWS LANDSCAPING AS ORIGINALLY
APPROVED BY CITY OF GRAPEVINE AND CONSTRUCTED IN 2001, AND
AS IT CURRENTLY EXISTS TODAY.
2. ANY MISSING OR DEAD SHRUBS SHALL BE REPLACED WITH THE SAME
SPECIES SHRUB THAT IS A MINIMUM OF Z IN HEIGHT WHEN MEASURED
IMMEDIATELY AFTER PLANTING, AND 3HIGH 1 YEAR AFTER TIME OF
PLANTING. HEDGES, WHERE INSTALLED, SHALL BE PLANTED AND
MAINTAINED TO FORM A CONTINUOUS, UNBROKEN, SOLID, VISUAL
SCREEN 3HIGH WITHIN 1 YEAR OF PLANTING.
3. ANY MISSING OR DEAD TREES SHALL BE REPLACED WITH THE SAME
SPECIES AND SHALL BE A MINIMUM 3" CALIPER 6" ABOVE GRADE.
4. ALL REQUIREMENTS OF THEE CITY OF GRAPEVINE SOIL EROSION
ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION.
0' 10, 30'
GRAPHIC SCALE
I �
I 1
BRADFORD PEAR
{ r,. �,i 1 Ill!' Littrtr Lv,;vL
_ 2
nerE
I Ij f3�tU[t�ANC;E �4, •••�
1
L LIVE OAK L LIVE OAK
-- MAEsONRY SCREEN WALL I 1
VARIES IN HEIGHT FROM I I
9m Tr'1 Ad" Al HIrH RI IRFnRil
LIVE OAK
ARCHITECT:
TMA-CHA ARCHITECTS
814 PENNSYLVANIA AVE.
FORT WORTH, TEXAS 76104
JOHN REESER PROJECT ARCHITECT
817-737-0404
JOHN@TMA-CHA.COM
OWNER:
DR. NATHAN GRAVES
1601 LANCASTER DRIVE
GRAPEVINE, TEXAS 76051
817-481-7727
9],
70'
SCALE: 1 " = 20'-0"
L4 COLLEGE ST
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SITE or.FoaD LN m
cl)
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Z D
g p EATON LN m
Lu
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w6U[)GINS 5T
1RAt��-1
ODS
NORTH
V I C I N I
T
TY MAP
CASE NAME: NEXTMED
CASE NUMBER: SP22-11
LOCATION: 1601 LANCASTER DRIVE
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET- OF
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT WITH ANY CODES OR
ORDINANCES
PLANNING SERVICES DEPARTMENT
110,
EXISTING LANDSCAPE PLAN
FOR
NEXTMED ASC
LOT 1 R, BLOCK 3, CLEARVIEW PARK
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
1.789 ACRES
ZONE: P-O PROFESSIONAL OFFICE DISTRICT
DATE OF PREPARATION: DECEMBER 12, 2022
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12/ 14/2022
PDF REPRODUCTION CONTROL:
l_.-' 0
1" SQUARE WHEN PRINTED FULL SIZE
DRAWING TITLE:
EXISTING
LANDSCAPE PLAN
DATE: 14 DEC 2022
DRAWN BY: TMA
PROJECT NO. 2027
SUBMITTAL:
1.
2.
3.
Ll ol
■
SP22-11.1 1
Email a PDF of the revised plans by Tuesday, November 1, 2022 at 12:00 p.m. to
emarohnic@grapevinetexas.gov/atriplett@grapveinetexas.gov/mzahir@grapevinetexas.gov. Verify that
all text is legible on an 11”x 17” sheet. Do not reproduce final copies requested below prior to Planning
Staff approval.
PROJECT DESCRIPTION: SP22-07; 216 & 306 East Northwest Highway– submitted by Ridinger Associates,
Inc for property located at 216 East Northwest Highway and 306 East Northwest Highway, proposed to be
platted as Block 1, Lot 1, 430 Main Addition. The applicant has submitted a site plan application to specifically
to allow for a multi-tenant office and retail development. The property is currently zoned “HC”, Highway
Commercial District and owned by Wright 430 Main, LCC.
PLANNING SERVICES
All Sheets:
1. Ensure that within the approval block (2nd example) that it reads, “Planning Services
Department.” The title block must be in the lower-right hand corner of the sheet. The approval
block must be located near the title block (e.g., above or to the left of the title block).
• Review and revise the following notes in regard to the signature block
o Case Name: NextMed
o Case Number: SP22-11
o Location 1601 Lancaster Drive
2. Include a vicinity map, written and graphic scale and north arrow, vicinity nearby to one
another.
3. Add the owners name, address, and phone number.
4. Add the name, address, number, and email address of the person preparing the plans.
5. Ensure that north is at the top of all pages. Review and revise to reorient drawings accordingly.
SP22-11 OCTOBER 25, 2022
1601 LANCASTER DRIVE
BLOCK 3, LOT 1R, CLEARVIEW PARK ADDITION
Site Plan/Landscape Plan/Photometric
Plan/Façade Plan (example)
for
The Grapevine Brownstones
Lot X-Y, Block X, SUBDIVISION NAME
Ab. No. ZZZ
City of Grapevine, Tarrant County, Texas
X.X acres or XX sq. ft.
Zone: “LI” Light Industrial, proposed Transit District Overlay
Date of Preparation: January 17, 2022 (or subsequent date or
revision)
SP22-11.1 2
Dimensional Control Site Plan – Sheet #1 of 2
1. Address all comments found under All Sheets above.
2. Provide a site data summary table on the site plan sheet, utilize the table format link provided.
Provide total open space and impervious area in square feet and percentages.
3. Label on plan drawing over existing building: total building height in stories and feet, and total
building area
4. Label on plan drawing over existing lot: total lot area; subdivision name, lot and block; and
address.
5. Label and dimension width of existing fire lane.
6. Label and dimension the width of the two existing drives adjacent to Lancaster Drive.
7. Dimension typical parking space and handicap accessible parking space.
8. Dimension existing solid waste enclosure. State enclosure type (e.g., materials) and enclosure
height in feet.
9. Show and label the location, size and arrangement of all outdoor signs (pole signs, wall signs,
and ground signs), the location and intensity of all outdoor lighting, and exterior lighting.
Dimension any signs to the nearest property line.
10. Include an internal traffic circulation pattern with the use of arrows.
11. Label and show the existing carport cover to the north of the existing building.
12. Remove clouds around the bearing and distances.
13. Remove cloud and note over the north side of the parking lot.
14. Remove greyed area to denote existing building. Use blackline drawing only.
15. Review and revise entrance canopy for label to red “Existing Entrance Canopy” rather than exist.
16. Dimension existing entrance canopy to the east property line.
17. Show and label building setbacks adjacent to all property lines.
18. Ensure that all labels stating exist are revised to read existing.
Number parking count for rows/a series of parking spaces over the site plan drawing.
19. Remove all clouded areas as the site plan is busy and utilize symbols and a legend to clean up
site plan drawing.
20. Remove triangle symbols used to denote date of revisions from the site plan drawing, also
remove the legend from the bottom right hand corner of the page.
21. Dimension the generator screening device to the east property line.
22. Dimension existing building to the adjacent property lines.
23. Include zoning, and lot and block information for the adjacent properties to the east and south.
Show lot layout of residences adjacent to the east property line as shown on the attached plat.
Include lots highlighted on the plat.
24. Remove enclosure elevations and fence details from the site plan sheet and provide on a
separate sheet or on the requested building elevations sheet.
25. Remove clouded legal description below the site plan drawing.
26. Include the following table in regard to performance standards on the site plan drawing
SP22-11.1 3
27. Label Lancaster Drive and West College Street on the site plan drawing
28. Show and label existing and proposed utilities.
29. Show and label entrance gate island.
Landscape Plan – Sheet # 4 of 6
1. Address all comments found under All Sheets above.
2. Provide an original up to date landscape plan drawing consistent with Section 53. Landscaping
Regulations. Ensure that all plans are signed and sealed including the landscape plan.
3. Provide a data summary table on the plan sheet, utilize the table format link provided.
4. Add the following standard notes:
1. Shrubs shall be a minimum of two (2) feet in height when measured immediately after
planting. Hedges, where installed, shall be planted and maintained to form a
continuous, unbroken, solid, visual screen which will be three (3) feet high within one
(1) year after time of planting.
2. All requirements of the City of Grapevine soil erosion control ordinance shall be met
during the period of construction.
5. Ensure that any missing or dead trees (minimum 3-inch caliper) and shrubs are included/
replaced.
1. Shrubs shall be a minimum of two (2) feet in height when measured immediately after
planting and three (3) feet high within one (1) year after time of planting.
Building Elevations – Not provided
1. Address all comments found under All Sheets above.
2. Provide building elevations on all four sides as label as north, east, south, and west.
3. Include a table with percentages of building of masonry exclusive of doors and windows.
4. Include an elevation of the trash enclosure with height and materials noted.
5. Include elevations of the generator screening enclosure and fence detail as shown on the site
plan. Remove these details from the site plan.
Grading, Drainage– Not Provided
1. Address all comments found under All Sheets heading above.
2. Provide a grading/drainage plan as one was not provided. Also, submit this sheet to public
works.
PUBLIC WORKS
Contact Paul Lee - Civil Engineer, Elizabeth Reynold EIT or Cristin Turner (Platting) – Civil Engineer at
817.410.3136 for the following comments:
1. Provide a grading and drainage plan to Public Works.
SP22-11.1 4
BUILDING SERVICES
Contact Larry Gray – Assistant Building Official at 817.410.3165 or lgray@grapevinetexas.gov to discuss
the following:
1. No Comment
FIRE MARSHALL
Contact Bryan Parker - Fire Marshal at 817.410.4420 or bparker@grapevinetexas.gov for the following
comments:
1. No Comment
PARKS
Contact Kathy Nelson – Capital Improvements Program Manager at 817.410.3394 or
knelson@grapevinetexas.gov to discuss the following:
1. No Comment
____________________________________________________________________
Email a PDF of the revised final plans by Tuesday, November 1, 2022 at 12:00 p.m. to
emarohnic@grapevinetexas.gov/atriplett@grapveinetexas.gov/mzahir@grapevinetexas.gov. Verify that
all text is legible on an 11”x 17” sheet. Do not reproduce final copies requested below prior to Planning
Staff approval.
Please direct all questions to Marium Zahir and/or Albert Triplett at (817) 410-3155.
SP22-11.1bb 1
Email a PDF of the revised plans by Tuesday, January 3, 2023 at 12:00 p.m. to
emarohnic@grapevinetexas.gov, atriplett@grapveinetexas.gov, and nlgale@grapevinetexas.gov. Verify
that all text is legible on an 11”x 17” sheet. Do not reproduce final copies requested below prior to
Planning Staff approval.
PROJECT DESCRIPTION: SP22-07; 216 & 306 East Northwest Highway– submitted by Ridinger Associates,
Inc for property located at 216 East Northwest Highway and 306 East Northwest Highway, proposed to
be platted as Block 1, Lot 1, 430 Main Addition. The applicant has submitted a site plan application to
specifically to allow for a multi-tenant office and retail development. The property is currently zoned “HC”,
Highway Commercial District and owned by Wright 430 Main, LCC.
PLANNING SERVICES
All Sheets:
1. ADDRESSED. Ensure that within the approval block (2nd example) that it reads, “Planning
Services Department.” The title block must be in the lower-right hand corner of the sheet. The
approval block must be located near the title block (e.g., above or to the left of the title block).
• Review and revise the following notes in regard to the signature block
o Case Name: NextMed
o Case Number: SP22-11
o Location 1601 Lancaster Drive
2. ADDRESSED. Include a vicinity map, written and graphic scale and north arrow, vicinity nearby to
one another.
3. ADDRESSED. Add the owners name, address, and phone number.
4. ADDRESSED. Add the name, address, number, and email address of the person preparing the
plans.
5. ADDRESSED. Ensure that north is at the top of all pages. Review and revise to reorient drawings
accordingly.
SP22-11 DECEMBER 21, 2022
1601 LANCASTER DRIVE
BLOCK 3, LOT 1R, CLEARVIEW PARK ADDITION
Site Plan/Landscape Plan/Photometric
Plan/Façade Plan (example)
for
The Grapevine Brownstones
Lot X-Y, Block X, SUBDIVISION NAME
Ab. No. ZZZ
City of Grapevine, Tarrant County, Texas
X.X acres or XX sq. ft.
Zone: “LI” Light Industrial, proposed Transit District Overlay
Date of Preparation: January 17, 2022 (or subsequent date or
revision)
SP22-11.1bb 2
Dimensional Control Site Plan – Sheet #1 of 2
1. ADDRESSED. Address all comments found under All Sheets above.
2. ADDRESSED. Provide a site data summary table on the site plan sheet, utilize the table format
link provided. Provide total open space and impervious area in square feet and percentages.
3. ADDRESSED. Label on plan drawing over existing building: total building height in stories and
feet, and total building area
4. ADDRESSED. Label on plan drawing over existing lot: total lot area; subdivision name, lot and
block; and address.
5. ADDRESSED. Label and dimension width of existing fire lane.
6. ADDRESSED. Label and dimension the width of the two existing drives adjacent to Lancaster
Drive.
7. ADDRESSED. Dimension typical parking space and handicap accessible parking space.
8. ADDRESSED. Dimension existing solid waste enclosure. State enclosure type (e.g., materials) and
enclosure height in feet.
9. ADDRESSED. Show and label the location, size and arrangement of all outdoor signs (pole signs,
wall signs, and ground signs), the location and intensity of all outdoor lighting, and exterior
lighting. Dimension any signs to the nearest property line.
10. ADDRESSED. Include an internal traffic circulation pattern with the use of arrows.
11. ADDRESSED. Label and show the existing carport cover to the north of the existing building.
12. ADDRESSED. Remove clouds around the bearing and distances.
13. ADDRESSED. Remove cloud and note over the north side of the parking lot.
14. ADDRESSED. Remove greyed area to denote existing building. Use blackline drawing only.
15. ADDRESSED. Review and revise entrance canopy for label to red “Existing Entrance Canopy”
rather than exist.
16. ADDRESSED. Dimension existing entrance canopy to the east property line.
17. ADDRESSED. Show and label building setbacks adjacent to all property lines.
18. ADDRESSED. Ensure that all labels stating exist are revised to read existing.
ADDRESSED. Number parking count for rows/a series of parking spaces over the site plan
drawing.
19. ADDRESSED. Remove all clouded areas as the site plan is busy and utilize symbols and a legend
to clean up site plan drawing.
20. ADDRESSED. Remove triangle symbols used to denote date of revisions from the site plan
drawing, also remove the legend from the bottom right hand corner of the page.
21. ADDRESSED. Dimension the generator screening device to the east property line.
22. ADDRESSED. Dimension existing building to the adjacent property lines.
23. ADDRESSED. Include zoning, and lot and block information for the adjacent properties to the
east and south. Show lot layout of residences adjacent to the east property line as shown on the
attached plat. Include lots highlighted on the plat.
24. ADDRESSED. Remove enclosure elevations and fence details from the site plan sheet and
provide on a separate sheet or on the requested building elevations sheet.
25. ADDRESSED. Remove clouded legal description below the site plan drawing.
26. ADDRESSED. Include the following table in regard to performance standards on the site plan
drawing
SP22-11.1bb 3
27. ADDRESSED. Label Lancaster Drive and West College Street on the site plan drawing
28. ADDRESSED. Show and label existing and proposed utilities.
29. ADDRESSED. Show and label entrance gate island.
Landscape Plan – Sheet # 4 of 6
1. ADDRESSED. Address all comments found under All Sheets above.
2. ADDRESSED. Provide an original up to date landscape plan drawing consistent with Section 53.
Landscaping Regulations. Ensure that all plans are signed and sealed including the landscape
plan.
3. ADDRESSED. Provide a data summary table on the plan sheet, utilize the table format link
provided.
4. ADDRESSED. Add the following standard notes:
1. Shrubs shall be a minimum of two (2) feet in height when measured immediately after
planting. Hedges, where installed, shall be planted and maintained to form a
continuous, unbroken, solid, visual screen which will be three (3) feet high within one
(1) year after time of planting.
2. All requirements of the City of Grapevine soil erosion control ordinance shall be met
during the period of construction.
5. ADDRESSED. Ensure that any missing or dead trees (minimum 3-inch caliper) and shrubs are
included/ replaced.
1. Shrubs shall be a minimum of two (2) feet in height when measured immediately after
planting and three (3) feet high within one (1) year after time of planting.
Building Elevations – Not provided
1. ADDRESSED. Address all comments found under All Sheets above.
2. ADDRESSED. Provide building elevations on all four sides as label as north, east, south, and west.
3. ADDRESSED. Include a table with percentages of building of masonry exclusive of doors and
windows.
4. ADDRESSED. Include an elevation of the trash enclosure with height and materials noted.
5. ADDRESSED. Include elevations of the generator screening enclosure and fence detail as shown
on the site plan. Remove these details from the site plan.
Grading, Drainage– Not Provided
1. ADDRESSED. Address all comments found under All Sheets heading above.
2. ADDRESSED. Provide a grading/drainage plan as one was not provided. Also, submit this sheet to
public works.
SP22-11.1bb 4
PUBLIC WORKS
Contact Paul Lee - Civil Engineer, Elizabeth Reynold EIT or Cristin Turner (Platting) – Civil Engineer at
817.410.3136 for the following comments:
1. PENDING. Provide a grading and drainage plan to Public Works.
2. NEW COMMENT. A Utility Plan (Sheet C1) was submitted which depicts four new water taps in a
configuration that is not acceptable to the Public Works Department and Fire Marshall’s office.
Refer to the attached markup, “Engineering Markup of Requested Water Taps 12.21.22.” Reach
out to Elizabeth Reynolds directly to discuss.
BUILDING SERVICES
Contact Larry Gray – Assistant Building Official at 817.410.3165 or lgray@grapevinetexas.gov to discuss
the following:
1. No Comment
FIRE MARSHALL
Contact Bryan Parker - Fire Marshal at 817.410.4420 or bparker@grapevinetexas.gov for the following
comments:
1. NEW COMMENT. A Utility Plan (Sheet C1) was submitted which depicts four new water taps in a
configuration that is not acceptable to the Public Works Department and Fire Marshall’s office.
Refer to the attached markup, “Engineering Markup of Requested Water Taps 12.21.22.” Reach
out to Bryan Parker directly to discuss.
PARKS
Contact Kathy Nelson – Capital Improvements Program Manager at 817.410.3394 or
knelson@grapevinetexas.gov to discuss the following:
1. No Comment
____________________________________________________________________
Email a PDF of the revised final plans by Tuesday, January 3, 2023 at 12:00 p.m. to
emarohnic@grapevinetexas.gov, atriplett@grapveinetexas.gov, and nlgale@grapevinetexas.gov. Verify
that all text is legible on an 11”x 17” sheet. Do not reproduce final copies requested below prior to
Planning Staff approval.
Please direct all questions to Natasha Gale and/or Albert Triplett at (817) 410-3155.