Item 6A - PlansEI
DI
CI
BI
AI
1 2 3 4 5 6
PARKING ANALYSIS CHART
PROPOSED
USE
EXISTING
PROPOSED EXPANSION
AREA
PARKING REQ'D
AREA
PARKING REQ'D
RATIO
I SPACES
RATIO I
SPACES
OFFICE AREA:
93,721 S.F.
ADMINISTRATION /CONF.
8 SPACES FOR FIRST 1,000 S.F.
82 901S.F. -1 OOOS.F. =81 901 S.F.
81,901
1:300
273.0
1,000
8.0
NOC WING
10,442
1:300
34.8
DATA CENTER WING
378
1:300
1.3
GUARD HOUSE
93
1:300
0.0
NON OFFICE AREA:
(SWITCH ROOMS, MECH., ELEC., TELECOM ROOMS)
177,448 S.F.
ADMINISTRATION / CONF
42,635
1:1000
42.6
NOC WING
8,166
1:1000
8.2
MSC WING
10,270
1:1000
10.3
MSC WING EXPANSION
21,376
1:1000
21.4
DATA CENTER WING
20,722
1:1000
20.7
DATA CENTER WING EXPANSION
56,529
1:1000
56.5
MSC EXPANSION
5,900
1:1000
5.9
MEP WING
11,850
11.9
TOTAL PARKING REQUIRED:
495
495
PARKING PROVIDED:
701
701
HANDICAP PARKING REQUIRED: 14
14
HANDICAP PARKING PROVIDED: 15
15
SITE DATA SUMMARY CHART
"NR-P.U.D." NON RESIDENTIAL PLANNED
ZONING:
UNIT DEVELOPMENT DISTRICT
WITH "C-3", "0-2", "HC" AND "CS" USES
LAND USE DESIGNATION:
MIXED USES
GROSS/ NET ACREAGE:
1,089,000 S.F. (25 ACRES)
NUMBER OF PROP. LOTS:
1
TABULATIONS
EXISTING
PROP. FACILITY
TOTAL SITE
LOT COVERAGE
15.5%
0.0%
15.5%
AREA OF OPEN SPACE
523,678 S.F.
503,663 S.F.
503,663 S.F.
PERCENTAGE OF EX. OPEN SPACE
48.09%
46.25%
46.25%
AREA OF IMPERVIOUS COVERAGE
565,322 S.F.
20,015 S.F.
585,337 S.F.
PERCENTAGE OF IMPERVIOUS COVERAGE
51.91%
1.84%
53.75%
BUILDING AREA
168,636 S.F.
93 S.F.
168,729 S.F.
NUMBER OF STORIES
4
1
4
MAXIMUM BUILDING HEIGHT
60'
<14'
60'
TOWER HEIGHT
90,
N/A
90,
FLOOR AREA
219,500 S.F.
93 S.F.
219,593 S.F.
LEGEND
X BUILDING ENTRANCE/EXIT
CONCRETE PAVEMENT
En BENCH
BUFFER YARD
GENERAL NOTES:
1. ALL LIGHTING MUST COMPLY WITH THE LIGHTNING
ORDINANCE NO. 163, AS AMENDED WITH REGARD
TO TYPE OF LIGHTING, INTENSITY, GLARE, AND
SPILL -OVER
2. GATED ENTRY POINTS MUST BE EQUIPPED WITH AN
OPTICOM OR KS-2 SWITCH FOR OPENING THE GATE
ELECTRONICALLY, AS WELL AS A MEANS FOR MANUAL
OPENING OF THE GATE.
J
GPLS�\
\
GPLS\V
NEW SH 114 R.O.W. --�
ACQUISITION
\ �'1 ° VRIV/11VICIV I F1L
\ PERIMETER
\ \ FENCE
co \
\ � Tr
GPL\ 20' UTILITY
\ EASEMENT
\
\ Grate
\ Inlet'
\\
7 \ 50' BUILDING
SETBACK
\
G \ 25' BUFFE
v \ (TYPE-1) 1'
2 \
OWNER WEST OF STATE HIGHWAY 114 O
SOUTHLAKE MEADOWS \\
RESIDENTIAL COMMUNITY INC. \
2555 SW GRAPEVINE PKWY STE 100
GRAPEVINE, TX 76051 i \ ' r •
\ C)
\ 0.
ZONING WEST OF STATE HIGHWAY 114 \ O
SOUTHLAKE MEADOWS \ -0'
PH1 BLOCK 6 LOT 17X OPEN SPACE
ZONED= RPUD \\
L.U.D.= MEDIUM DENSITY RESIDENTIAL
13.00 ACRES
D218072310 \ j
D.R.T.C.T. \ °.
a13��
V) `
�6
S.
�0_
SUMMARY CHART -PARKING LOT LANDSCAPE -EXISTING
Required/
Provided
Landscape Area
(Sq. ft)
Parking
Required
Ratio
Required/
14,740
715
20 s.f./ Space
Provided
17,445
715
24.4 s.f./ Space
SUMMARY CHART -BUFFER YARD
Location/
Direction
Required/
Provided
Length
Buffer yard
Width/Type
Canopy
Trees
Accent
Trees
Shrubs
SH 114
(WEST)
Required/
793'
25'-1
24
16
96
Provided
793'
25'-1
24
16
96
W. DOVE ST.
(SOUTH)
Required/
970'
10'-E
30
20
120
Provided
970'
10'-E
30
20
120
KIRKWOOD BLVD.
(EAST)
Required/
1300'
10'-E
39
26
1560
Provided
1300'
10'-E
39
26
1560
PARCEL
(NORTH)
Required/
1050,
5'-A
11
21
84
Provided
1 1050'
5'-A
11
21
1 84
SUMMARY CHART -INTERIOR LANDSCAPE -EXISTING
Location
Required/
Landscape Area
% of area in
Canopy
Under story
Shrubs
roun
easona
Provided
(Sq. ft)
front or side
Trees
Trees
Cover
Color
1/500 s.f.
11250 s.f.
1/40 s.f.
(150.)
2 s.f.
Required/
45,950 SF
75%
94
188
1,176
7,055
941
ABSTRACT NO. 1134
Provided
552,855 SF
75%
94
188
1 1,176
7,055
941
\
\
\
` Grate
\ , v
Inlet
\ T S
20' UTILITY
EASEMENT
5' BUFFER
(TYPE -A)
TS -
'0' Cur
Inlet
10' SWING GATE
J.B. MARTIN SURVEY
ABSTRACT NO. 1143
DALLAS VITA, L.P.
ZONED= NR-PUD
L.U.D.= MIXED USE
25.12 ACRES
D213036552
D.R.T.C.T.
4rN1 oIAnnin t-ATC
N89'57'07'W Vaults - I /�si GROSS FLOOR Al
153.00' I 'GL
10' UTILITY/ Vault 254.95'
PEDESTRIAN N% •
ACCESS /-Grass Are 8 387-7
N
TMH EASEMENT - - Vault _ '29 W _ WM N89057'05NW 250.1
10' BUFFER WV
(TYPE E)
b ° Brick pavers . HC HC
sidewalk Concrete pavement-� ramp ramp N00'02'S6'E
- - - - - - - - - -7.31'
ZONING SOUTH OF DOVE ROAD (VARIABLE WIDTH R.O.W.)
SOUTHLAKE DOVE ASSOCIATES, LLC
ZONED= S-P-2
L.U.D.= MIXED USE-
24.95ACRES
D206409451-
D.R.T.C.T.
\ S34'06'40NE \� KIRKWOOD HOLLOW ADD.
\ BLOCK 2 LOT 33 COMMON AREA NO. 2
\ \ 11.08 _ _ _ _ _ ZONED= RPUD _ _ _'1
L.U.D.= MEDIUM DENSITY RESIDENTIA4
\�\ \ 0.10 ACRES
D00140320000089 I
\ KIRKWOOD HOLLOW ADD. D.R.T.C.T.
PH III BLOCK 3 LOT 2
\ COMMON Al ZONED=RPUD _
L.U.D.= MEDIUM DENSITY RESIDENTIAL
\ 0.14 ACRES \ 'QO •.\ \ � D00164350000225
D.R.T.C.T.
A= 33°59'4011
R= 1,778.00' \ �� 00
' \ \ T- 543 49 Q -
I
I
L= 1,054.91' '\ /,-
' \ ' C L = 1,039.51' `' KIRKWOOD HOLLOW ADD.
III BLOCK 1
CB= S17-06'5011E \\ PH COMMON AREAT 23
RCP \ \ \\ \ \ ZONED= RPUD
\ L.U.D.= MEDIUM DENSITY RESIDENTIAL
\ \\ 0.74 ACRES
D00164350000112
Ni H N \ D.R.T.C.T.
10'BUFFER \ \ I
Ps • i \ '
AH
\N
Irvi 3 \ \\ \\ \ \ I
10,
WV (v ,,\ \ \ \ \ G 1
O
I �`,
.I � \ � -7 1
• I
�\, \ \ \ 1
10' WATER \�
\ EASEMENT 4 I I
1. W u l l
\
20' UTILITY 1 I 1
I EASEMENT 1 1
Ic, I V's \ I � •'., \ 15' WATER I
^rI° T,
HTFfI II 30' BUILDING EASEMENT I II
1
�- \ 8' TALL
WROUGHT IRON
AVM - - �i� 1 \ ORNAMENTAL
et. WI PERIMETER
FENCE 1
15SANITARY
SEWER EASEMENT
TS
5' WIDE 1 I
SIDEWALK
I,dM � I 1
�r'ro 1 i
I', KIRKWOOD HOLLOW ADD.
Grass Area � I I i PH III BLOCK 1 LOT 23
,A � 1 � COMMON AREA
I I I I ZONED: RPUD
L.U.D.= MEDIUM DENSITY RESIDENTIAL
Iv�l I 10.74 ACRES
I ARM GATES. \ D00164350000112
I EXIT ONLY Hdwl. I I i D.R.T.C.T.
M
'CurbT�I
•
nlet I
° STOCKTON
�No ��-► EB
El
�. � � � I I P�IVE
EB 6' Curb I _
ElE: Inlet _
I
TS \ 28" RCP wl. Ij
1 ° KIRKWOOD HOLLOW ADD.
HdI I PH III BLOCK 2 LOT 28
let
Curb ,�' II I COMMON AREA
\ .I I I ZONED: RPUD
I I 1 L.U.D.= MEDIUM DENSITY RESIDENTIAL
- 1 BENCH (TYP) I I 'I 11 1 0.74 ACRES
_ 1 f D00164350000112
D.R.T.C.T.
conC.� �`� 10, BUFFERI
rip-raP II (TYPE-E)
II
• dom lo I
H -Grass Area TMH p 1.oul�s
2-ICV's I I
I I' I° I
3-ICV's I ' 20' SIDEWALK
CV EASEMENT
. I I I EASEMENT
I� I
-= Q Icv
T. T. II1
S00007'0 IT
ICV °
203.0 'I
oLP I I
� a-Icv's I 'I I•I I I
D ass
10' UTILITY/
UILDING ° PEDESTRIAN
3ACK ACCESS
D I EASEMEN TfTE o IFbCIS 1 1
c
H
v's Iv I.
Isl .1. ..
I I
---_--T-T- - �M
WATnAu z -�S442'5S.Q4'81''
1
-- -- ---
-°- W V
-- -- -- -- Comm
Concrete pavement ' . Val OVERALL SITE PLAN
VERIZON SITE SECURITY
----------------
1 2 3 4 5
SOLANA ADDITION LOT 1, BLOCK 1
J.B. MARTIN SURVEY
ABSTRACT NO. 1143
500 DOVE ROAD, SOUTHLAKE
OWNER: TARRANTY COUNTY, TEXAS 76092
CELLCO PARTNERSHIP dba VERIZON WIRELESS
GREGORY DELMOTTE, ENGINEER IV - CONSTRUCTION DATE OF PREPARATION: 7/13/2018
145 CHUBB WAY
BRANCHBURG, NJ 08876
PH: 908-203-5410
N
30 60 90 120
SCALE: 1 "=60'
CASE NO. ZA21-0067
I
ID
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verizon\/
This drawing was prepared solely for the use of
Verizon Wireless and must only be used by Verizon
Wireless employees, contractors, and vendors while
performing the work shown on this drawing. Any
other use of this drawing is forbidden.
LEAD CONSULTANT AND MPE ENGINEERS:
WICK Federal Reserve Bank Building
100 North Independence Mall West
F I S H E R Suite 5 SE - Philadelphia, PA 19106
215-627-0200 - wickfisherwhite.com
WHITE Project No. 210035-000
CIVIL ENGINEER
■■■ HALFF
■ ■
1201 NORTH BOWSER ROAD
RICHARDSON, TEXAS 75081-2275
TEL (214) 346-6200
FAX (214) 739-0095
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DESCRIPTION
DATE
SUBMITTALS
DATE
PROJECT NO: WFW # 210035
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CAD DWG FILE:
DESIGNED BY: WFW
DRAWN BY: WFW
DRAWN
CHECKED BY: WFW
COPYRIGHT:
SHEET TITLE
SITE PLAN
SHEET NUMBER
� 1 00
1
2
3
4
5
6
0
L P
TGL
k N
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SCALE: 1 "=10'
I-
TS LP j C V FENCE AND SIDEWALK NOTES:
INSTALL ADA APPROVED ,A _ 1. 8" TALL BLACK ORNAMENTAL FENCE LOCATION
BARRIER FREE RAMP r'O IS SCHEMATIC AND CAN BE ALTERED IN FIELD FOR
\ / •O. EASE OF CONSTRUCTION, TO AVOID UNEXPECTED
— Ex GE Ex UGE UTILITIES, OR TO AVOID EXISTING TREES. FENCE
/ SHALL BE PLACED ON OR INSIDE PROPERTY LINE.
D
0 GM FENCE SHALL ARTICULATE VERTICALLY WITH GRADE
CHANGES AS NECESSARY.
INSTALL ADA APPROVED O
O O BARRIER FREE RAMP
2. CONTRACTOR TO USE CAUTION WHEN PLACING
0 a FENCE PIERS. UTILITIES SHOWN ON PLANS ARE
PROPOSED APPROXIMATE AND MAY NOT REPRESENT ALL
TRAIL MARKERS. UTILITIES ON SITE. CONTRACTOR TO REPLACE ANY
REFER TO L502 LP UTILITIES DAMAGED BY PIERS IN KIND.
LIGHTED
BOLLARD 0 D E� .UGE 3. SQUARE SHAPES SHOWN ON FENCING LINE STYLE
INSTALL zARE FOR GRAPHIC PURPOSES ONLY AND NOT AN
BOLLARDS (3) INSTALL AUTOMATIC ARM INDICATION OF ACTUAL POST LOCATIONS. POST
O REFER TO C113 0 GATE FOR ENTRY. GATE LOCATIONS SHALL BE PLACED AT A MAXIMUM
O SHOULD BE OPENED BY SPACING AS SHOWN ON THE STANDARD DETAILS AND
/ O KEY CARD ACCESS, TO MATCH THE EXISTING ON -SITE FENCE.
GUARD OPERATED,
-
- ` AND BY FRONT DESK VIA LIGHTED 4. POST EMBEDMENTS SHALL BE HAND DUG FOR A
D
,/ I INTERCOMM BOLLARD O MINIMUM OF 2 SECTIONS WHEN IN CLOSE PROXIMITY
TO UNDERGROUND UTILITIES.
INSTALL SECURITY
_ GATE ACCESSED INSTALL ADA APPROVED CONCRETE ISLAND INSTALL AUTOMATIC ARM GATE
BARRIER FREE RAMP W/ 6" CURB FOR ENTRY. GATE SHOULD BE GE 5. PERIMETER FENCING ALONG S.H. 114 TO COMPLY
D
BY KEY CARD C OPENED BY KEY CARD ACCESS. WITH CITY OF SOUTHLAKE CORRIDOR OVERLAY
GUARD HOUSE. REFER E� TO ARCHITECTURAL SECTION 43.9(c)1(f). FENCING SHALL NOT RUN IN A
o _ PLANS FOR CONTINUATION STRAIGHT LINE WITHOUT BEING OFFSET BY A MINIMUM OF 6 FEET FOR EVERY 60. FENCE SHALL BE
O I
B24.1'
D
NO CLOSER THAN 12.5' FROM THE PROPERTY LINE
E S.3' C12.2' 3.0' ' 12.0' ALONG 114.
REFER TO C113 ti 1
RESTRIPE FIRE LANE w C 6. PROPOSED SIDEWALK SHALL NOT EXCEED A 2%
O AS NECESSARY CROSS SLOPE OR A 5% LONGITUDINAL SLOPE.
' > C LL C NCRETE ISLAND RAMPS SHALL HAVE A SLOPE NO GREATER THAN
g X 6" CURB 1:12 OVER A MAXIMUM 6 FOOT LENGTH. ALL RAMPS
CAUTION!!! UNDERGROUND � CSHALL HAVE A 5'x5' LANDING AT THE TOP AND BOTTOM
ELECTRIC LINE IN AREA j NOT TO EXCEED 2% SLOPE IN ANY DIRECTION.
L
�� �s I, � ARD READER FOR 7. PROPOSED SIDEWALK SHALL BE A MINIMUM 5'
Q" 'O, MPLOYEE ACCESS IcVWIDE 4" THICK 3000 PSI CONCRETE W/ #3 BARS
O CARD READER FOR @ 24" O.C.E.W.WHEN ABUTTING CURB, SIDEWALK
INSTALL AUTOMATIC ARM LIFT EMPLOYEE ACCESS
SHALL BE T WIDE. SIDEWALK SHALL HAVE A 2'
GATE W/ LOOP DETECTION ID INSTALL ,/ REFER TO TREE MITIGATION/ SHOULDER ON EITHER SIDE THAT DOES NOT EXCEED 2%.
FOR EXIT. GATE SHALLBE INSTALL AUTOMATIC ARM LIFT BOLLARDS (3) / LANDSCAPING PLAN FOR
WITH HARDWARE FOR
CEQUIRPED GATE W/ LOOP DETECTION ZA "' TREE REMOVAL AND 8. REFER TO TREE MITIGATION/LANDSCAPING PLAN
FIRE DEPARTMENT ACCESS. Z
FOR EXIT. GATE SHALLBE 6' PLANTING PLANS (TYP) FOR TREES ASSUMED TO BE REMOVED AND
REFER TO MEP FOR ADDITIONAL EQUIRPED WITH HARDWARE FOR I TREES PROPOSED TO BE PLANTED. CONTRACTOR
INFORMATION FIRE DEPARTMENT ACCESS. `L TO ALERT ENGINEER OF ANY ADDITIONAL TREES
REFER TO MEP FOR ADDITIONAL SAWCUT EXISTING D G� TO BE REMOVED OUTSIDE OF THE TREES
INFORMATION CONCRETE A S' r` IDENTIFIED ON THE TREE MITIGATION PLAN.
MINIMUM 1.5' FROM v
D 9. CONTRACTOR TO STABILIZE ANY AREAS
PROPOSED FACE DEB DISTURBED BY CONSTRUCTION. REFER TO
OF CURB. DOWEL
INTO EXISTING n PROPOSED CONTOURS ON THIS SHEET FOR AREAS
LA Z THAT WILL NEED TO BE STABLIZED DUE TO GRADING
PAVEMENT CHANGES.
24.0'
I ) D 10. NEW EMBANKMENTS DUE TO REGRADING SHALL BE
D NO STEEPER THAN 3 HORIZONTAL FOOT: 1 VERTICAL
I FOOT
LP
5 0'
I13.0' 3.0' 12.0'
EXUG�omI PAVEMENT LEGEND
inrn _in —
Co�
�
C
— EX UG Comm_ I I D R 1000, 6" THICK 3500 PSI CONCRETE
PAVEMENT W/ 3#BARS AT
18" O.C.E.W.
D D
C V
00
F� S
Gc
I G G SAWCUT LINE
RAISED MEDIAN I INSTALL 6,500 SF+/-
13 6" CURB D OF 6" CONCRETE 0 \ PAVEMENT 0
8' TALL ALUMINIMUM G I D D
ORNAMENTALFENCE.
REFER TO FENCE
AND SIDEWALK PLANS 13
FOR ADDITIONAL D D n
LOCATIONS AROUND
PERIMETER I I D
0
8' TALL ALUMINIMUM
D I D ORNAMENTAL FENCE.
REFER TO FENCE
AND SIDEWALK PLANS
FOR ADDITIONAL
LOCATIONS AROUND
D PERIMETER
• Cp��
25
ICAUTION!!! UNDERGROUND
CAUTION!!! UNDERGROUND IRRIGATION LINE IN AREA
�� G
B
B
TELECOMM LINE IN AREA I
D
EX UC Coiner Er UG Co ` • • ` \ �� fic U Com'w
EXUG, om� ID Rao
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— Ex UG Comm _ � ��������� EX
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UG Comm —
— EX UG CCMI77 — — Ex UG Comm — — Ex UG Comm —
— Ex UG Comm rommVV V Ex UG Comm —18
—EX
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CASE NO. ZA21-0067
1
2
3
4
5
■
verizon
This drawing was prepared solely for the
use of
Verizon Wireless and must only be used by
Verizon
Wireless employees, contractors, and vendors while
performing the work shown on this drawing.
Any
other use of this drawing is forbidden.
LEAD CONSULTANT AND MPE ENGINEERS:
WICK Federal Reserve Bank Building
100 North Independence Mall
West
F I S H E R Suite 5 SE - Philadelphia, PA 19106
215-627-0200 - wickfisherwhite.com
WHITE Project No. 210035-000
CIVIL ENGINEER
■■■ HALFF
1201 NORTH BOWSER ROAD
RICHARDSON, TEXAS 75081-2275
TEL (214) 346-6200
FAX (214) 739-0095
N
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Q REV DESCRIPTION
DATE
EQUIPMENT PRE -PURCHASE
ISSUED FOR PERMIT
6/14/21
ISSUED FOR BID
6/14/21
A
ISSUED FOR CONSTRUCTION
B
C
0
1
2
3
4
5
6
SUBMITTALS
DATE
PRELIMINARY SUBMISSION
30% SUBMISSION
60% SUBMISSION
90 % SUBMISSION
100 % SUBMISSION
CONSTRUCTION DESIGN SUBMISSION
RECORD SET (AS-BUILTS)
PROJECT NO: WFW # 210035
.`� OF •TF11�
••� ••; r9��1,
CAD DWG FILE:
DESIGNED BY: WFW
i ��; ••'•�•
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••�*
DRAWN BY: WFW
�
...5......................
KAYLIE E. FLYNN
. .....................�...�
• 135900
I� :•• •'��=
;!C NS
CHECKED BY: WFW
COPYRIGHT:
SHEET TITLE
DOVE ROAD ENTRY PLAN
SHEET NUMBER C 116
1
2
3
4
5
6
_-
fx fiG�
Ex E
L
--- ----
--- - -- -
0 \
,\ O
N
---�Chci�n
,
--�-
Lo�nk
\
C VC
V
S/
MATCHEX.
INSTALL BARRIER
,
E
FREE RAMP
E
-
SCALE: 1 "=10'
/
8"W
\
O
8"W
8' 8"W
/ /
W 8„W
W
11f
62 41 623.34
623.42 \
8„W8„W8„W8„W
\ \
EF-1
FENCE AND SIDEWALK NOTES:
-
_-------
10,
1. 8" TALL BLACK ORNAMENTAL FENCE LOCATION
624.73+/-
I
623.41 20.42
\
F-1
�
IS SCHEMATIC AND CAN BE ALTERED IN FIELD FOR
1 .6 ' \0-
0 0
EASE OF CONSTRUCTION, TO AVOID UNEXPECTED
UTILITIES, OR TO AVOID EXISTING TREES. FENCE
\
/ ��
/
623.50
623.43
0 0 0
O O O
0
O
SHALL BE PLACED ON OR INSIDE PROPERTY LINE.
FENCE SHALL ARTICULATE VERTICALLY WITH GRADE
CHANGES AS NECESSARY.
c�
_
�F+
RELOCATE IC�
AS NECESSARY. SEE
V /
\
I
�' �
s\� 6LLJ
�tk 623.84
j 1
�
IRRIGATION NOTE.
Li
o
2. CONTRACTOR TO USE CAUTION WHEN PLACING
FENCE PIERS. UTILITIES SHOWN ON PLANS ARE
APPROXIMATE AND MAY NOT REPRESENT ALL
UTILITIES ON SITE. CONTRACTOR TO REPLACE ANY
UTILITIES DAMAGED BY PIERS IN KIND.
I3.
EJ��
SQUARE SHAPES SHOWN ON FENCING LINE STYLE
ARE FOR GRAPHIC PURPOSES ONLY AND NOT AN
O
- -
�+
INDICATION OF ACTUAL POST LOCATIONS. POST
LOCATIONS SHALL BE PLACED AT A MAXIMUM
- +/-
624.54
I
X3
SPACING AS SHOWN ON THE STANDARD DETAILS AND
TO MATCH THE EXISTING ON -SITE FENCE.
//
k
/
FEN\
\ \
-
24.5 6 4. 2
CONTRACTOR TO REVEGETATE
O
4. POST EMBEDMENTS SHALL BE HAND DUG FOR A
MINIMUM OF 2 SECTIONS WHEN IN CLOSE PROXIMITY
TO UNDERGROUND UTILITIES.
I
DISTURBED AREAS
IRRIGATION AS NECESSARY.
AND ADJUST
O
5. PERIMETER FENCING ALONG S.H. 114 TO COMPLY
WITH CITY OF SOUTHLAKE CORRIDOR OVERLAY
/
SECTION 43.9(c)1(f). FENCING SHALL NOT RUN IN A
/
l '
R 25�
STRAIGHT LINE WITHOUT BEING OFFSET BY A
MINIMUM OF 6 FEET FOR EVERY 60. FENCE SHALL BE
NO CLOSER THAN 12.5' FROM THE PROPERTY LINE
ALONG 114.
COO L NG
6. PROPOSED SIDEWALK SHALL NOT EXCEED A 2%
CROSS SLOPE OR A 5% LONGITUDINAL SLOPE.
NG
O
624.00
1
S c r
RAMPS SHALL HAVE A SLOPE NO GREATER THAN
1:12 OVER A MAXIMUM 6 FOOT LENGTH. ALL RAMPS
_D
624.08
425
SHALL HAVE A 5'x5' LANDING AT THE TOP AND BOTTOM
NOT TO EXCEED 2% SLOPE IN ANY DIRECTION.
CAUTION!!!
EXISTING ELECTRIC CONDUITS.
LOCATE PRIOR TO CONSTRUCTION
AND GRADE WITH CARE
/
- - 37 5' /
624.36
OO
I
7. PROPOSED SIDEWALK SHALL BE A MINIMUM 5'
WIDE 4" THICK 3000 PSI CONCRETE W/ #3 BARS
@ 24" O.C.E.W.WHEN ABUTTING CURB, SIDEWALK
eEB
/
/
624.41
�
I
SHALL BE 7' WIDE. SIDEWALK SHALL HAVE A 2'
SHOULDER ON EITHER SIDE THAT DOES NOT EXCEED 2%.
G\
/ 624.41
624.48
5.51' 1'
624.48
�
TG 622.34
N
'`
c
PROPOSED
8. REFER TO TREE MITIGATION/LANDSCAPING PLAN
FOR TREES ASSUMED TO BE REMOVED AND
TREES PROPOSED TO BE PLANTED. CONTRACTOR
TO ALERT ENGINEER OF ANY ADDITIONAL TREES
5
FENCE
TO BE REMOVED OUTSIDE OF THE TREES
IDENTIFIED ON THE TREE MITIGATION PLAN.
PROPOSED
FENCE
FIFE _
624.50
/
2 .39
33.45'
-
9. CONTRACTOR TO STABILIZE ANY AREAS
DISTURBED BY CONSTRUCTION. REFER TO
PROPOSED CONTOURS ON THIS SHEET FOR AREAS
/
0 L L
/
E B n
'
6.31+Gc
,� _
F
❑ ❑ ❑
❑
❑ ❑
❑ ❑ ❑
THAT WILL NEED TO BE STABLIZED DUE TO GRADING
CHANGES.
-l�
10. NEW EMBANKMENTS DUE TO REGRADING SHALL BE
624.48NO
\ 623.57
L U
8
STEEPER THAN 3 HORIZONTAL FOOT: 1 VERTICAL
FOOT
R 37.5'
� 624.38
R
.5'
S'
624.00
C
C
37.5
I
624.14
I
624.05
��
MATCH EX.
/
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624.50 62 .95
I
I
624.60
I
I
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I
TG 622.61
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CAUTION!!!
EXISTING ELECTRIC CONDUITS.
I N
LOCATE PRIOR
TO CONSTRUCTION
AND GRADE WITH CARE
N
T 622.5
\
\
INSTALL 4-6" HIGH STEPS
WITH 1' TREADS. INSTALL
HANDRAILS ON BOTH SIDES.
\ 624.00 I
\
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g
624.
5
\
CONNECT TO EX.
SIDEWALK
TS 624.83
BS 624.33
MATCH EX
624.08 +/-
F�
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TS 625.37
BS 624.87
RELOCATE ICVs
TS 625.91BS 625.41
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AS NECESSARY.
\
SEE IRRIGATION NOTE
Ex L/G Comm -
TS 626.45
BS 625.95
\
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0
REMOVE EX. CONCRETE
SIDEWALK
\
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7
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REMOVE CONCRETE
PLAZA. REMOVE ALL EXISTING
PATIO FURNITURE, GARBAGE
CANS, PLANTING POTS, ETC.
O
CONTRACTOR TO REVEGETATE
DISTURBED AREAS AND ADJUST
A
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IRRIGATION AS NECESSARY.
A
425
CO
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CONNECT TO EX. CONCRETE
/
SIDEWALK
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,
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N=7040440.83
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CASE NO. ZA21-0067
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1
2
3
4
5
■
verizon
This drawing was prepared solely for the use of
Verizon Wireless and must only be used by Verizon
Wireless employees, contractors, and vendors while
performing the work shown on this drawing. Any
other use of this drawing is forbidden.
LEAD CONSULTANT AND MPE ENGINEERS:
WICK Federal Reserve Bank Building
100 North Independence Mall West
FISHER Suite 5 SE - Philadelphia, PA 19106
215-627-0200 - wickfisherwhite.com
WHITE Project No. 210035-000
CIVIL ENGINEER
■ ■ 04)
■■■ HALFF
■ ■
1201 NORTH BOWSER ROAD
RICHARDSON, TEXAS 75081-2275
TEL (214) 346-6200
FAX (214) 739-0095
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DESCRIPTION
DATE
EQUIPMENT PRE -PURCHASE
ISSUED FOR PERMIT
6/14/21
ISSUED FOR BID
A
B
C
ISSUED FOR CONSTRUCTION
0
6/14/21
1
2
3
4
5
6
SUBMITTALS
DATE
PRELIMINARY SUBMISSION
30% SUBMISSION
60% SUBMISSION
90 % SUBMISSION
100 % SUBMISSION
CONSTRUCTION DESIGN SUBMISSION
RECORD SET (AS-BUILTS)
PROJECT NO: WFW # 210035
OF,,,TF�1
••; �q 1�/
CAD DWG FILE:
WFW
DESIGNED BY:
= ��; •••���
DRAWN BY: WFW
/
..........................
/ KAYLIE E. FLYNN
135900 /
�, �S•• '��=
N S .
CHECKED BY: WFW
COPYRIGHT:
SHEET TITLE
CORRIDOR SIDEWALK
PLAN
SHEET NUMBER
C117
EI
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6
6
CI
BI
AI
1 2 3 4 5
SOUTH ELEVATION
1/2" = 1'-0"
STANDING SEAM METAL ROOF
METAL EAVE TRIM
B.O. JOIST
T.O. 10' _5"
10'-0"
CAST STONE MASONRY
MASONRY VENEER TYPE 2
(STACK BOND), INSET 1"
MASONRY VENEER TYPE 1
ALUMINUM FRAMED STORFRONT
PRE -FINISHED METAL GUTTER
AND DOWNSPOUT
CONCRETE SPLASHBLOCK
FIN. FLOOR
0"�I
2'X4' LIGHT FIXTURE - REF.
ELECTRICAL
GYPSUM BOARD CEILING, PTD.
4" WIDE METAL SOFFIT PANELS
M
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0
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IDS
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NORTH ELEVATION
1/2" = V-0"
14'-8"
PRE -FINISHED RIDGE FLASHING
STANDING SEAM METAL ROOF
METAL EAVE TRIM
B.O. JOIST
T.O. 10' �5"
10'-0"
CAST STONE MASONRY
MASONRY VENEER TYPE 2
(STACK BOND), INSET 1"
MASONRY VENEER TYPE 1
ALUMINUM FRAMED STORFRONT
LINTEL ABOVE
OPENING FOR THRU-WALL
MECHANICAL UNIT, COORDINATE
SIZE WITH MECH.
FIN. FLOOR
0"
W
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SLOPE SLOPE
3:12 3:12
W
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STANDING SEAM
METAL ROOF
EAST ELEVATION
1/2" = 1'-0"
WEST ELEVATION
1/2" = V-0"
GENERAL NOTES
1. DATUM F.F. ELEVATION 0'-0" = 644' MSL, REFER CIVIL
ANDING SEAM METAL ROOF
_ B.O. JOIST E
_ T.O. 1_0' 5"
10'-0"
E-FINISHED METAL GUTTER
D DOWNSPOUT
SONRY VENEER TYPE 2
-ACK BOND), INSET 1"
ST STONE MASONRY
,SONRY VENEER TYPE 1, INSET
11
,SONRY VENEER TYPE 1
DING ALUMINUM STOREFRONT
RN DOOR
NCRETE SPLASHBLOCK
FIN. FLOOR �
0" V
E-FINISHED RIDGE FLASHING
ANDING SEAM METAL ROOF
3.0. JOIST
-.0. 10' y5„
10'-0"
E-FINISHED METAL GUTTER
D DOWNSPOUT
,SONRY VENEER TYPE 2
-ACK BOND), INSET 1"
ST STONE MASONRY
,SONRY VENEER TYPE 1, INSET
1.
,SONRY VENEER TYPE 1
DING ALUMINUM STOREFRONT
RN DOOR
1NCRETE SPLASHBLOCK
N. FLOOR �
0" 1
CONCRETE SIDEWALK, REF. CIVIL
PRE -FINISHED METAL GUTTER PRE -FINISHED 4" METAL GUTTER PRE -FINISHED RIDGE
AND DOWNSPOUT AND 4" x 4" DOWNSPOUT FLASHING, TYP. THE SEAL APPEARING ON THIS DOCUMENT WAS
AUTHORIZED BY TIMOTHY LAYENDECKER, RA NO. 11594
T - 0" 3'- 0" of ON 06/14/2021. ALTERATION OF A SEALED DOCUMENT
WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE
REFLECTED CEILING PLAN ROOF PLAN F1/2= 1-0" LO O R P LAN ARCHITECT IS O OFFENSE UNDER THE RULES AND
REGULATIONS OF THE TEXAS BOARD OF
3 " ' ARCHITECTURAL EXAMINERS. THE RECORD COPY OF
1/2" = 1'-0" 1/2" = 1'-0" THIS DRAWING IS ON FILE AT THE OFFICES OF HALFF
ASSOCIATES, INC., 1201 N. BOWSER RD. RICHARDSON,
TEXAS 75081.
1 2 4 5
ID
IC
I
IA
■
verizonv
This drawing was prepared solely for the use of
Verizon Wireless and must only be used by Verizon
Wireless employees, contractors, and vendors while
performing the work shown on this drawing. Any
other use of this drawing is forbidden.
LEAD CONSULTANT AND MPE ENGINEERS:
WICK Federal Reserve Bank Building
100 North Independence Mall West
F IS H E R Suite 5 SE - Philadelphia, PA 19106
215-627-0200 - wickfisherwhite.com
WHITE
Project No. 210035-000
CIVIL ENGINEER
mom
HALFF
■■■
1201 NORTH BOWSER ROAD
RICHARDSON, TEXAS 75081-2275
TEL (214) 346-6200
FAX (214) 739-0095
N
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DESCRIPTION
DATE
EQUIPMENT PRE -PURCHASE
ISSUED FOR PERMIT
6/14/21
ISSUED FOR BID
A
B
C
0
ISSUED FOR CONSTRUCTION
6/14/21
1
2
3
4
5
6
SUBMITTALS
DATE
PRELIMINARY SUBMISSION
30% SUBMISSION
60% SUBMISSION
90% SUBMISSION
100%SUBMISSION
CONSTRUCTION DESIGN SUBMISSION
RECORD SET (AS-BUILTS)
PROJECT NO: WFW # 210035
STAMP
ED ARc
..AYF�oy/�
CAD DWG FILE:
DESIGNED BY:
Zy
p n
Y am
N� rrs9A PC9
9T�\
DRAWN BY: KF
CHECKED BY: TL
COPYRIGHT:
OF
SHEET TITLE
FLOOR PLAN, ROOF PLAN, RCP, &
BUILDING ELEVATIONS - BUILDING 1
SHEET NUMBER
A110
ZA21-0067
5
EI
DI
BI
AI
EAST ELEVATION
1/2" = V-0"
AND DOWNSPOUT vv
REFLECTED CEILING PLAN
1/2" = 1'-0"
1
'REFINISHED RIDGE FLASHING
)TANDING SEAM METAL ROOF
AETAL EAVE TRIM
B.O. JOIST
T.O.10'=5" _
10'-0"
;AST STONE MASONRY
AASONRY VENEER TYPE 2
STACK BOND), INSET 1"
AASONRY VENEER TYPE 1
AI- \A/IrIC AACTAI C'l1 CC IT r)A AI CI C'
FIN. FLOOR
011 1
NORTH ELEVATION
1/2" = 1'-0"
4" 17' - 0" 4"
PRE -FINISHED RIDGE FLASHING, TYP.
� DS � DS
LU
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SLOPE SLOPE
3:12 3:12
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STANDING SEAM
METAL ROOF
DS L DS
PRE -FINISHED 4" METAL GUTTER AND 4" X 4" DOWNSPOUT
4" 17' - 0" I4"
CE
ROOF PLAN
1/2" = V-0"
PREFINISHED
STANDING SE)
METAL ROOF
MASONRY VEl'
(STACK BOND;
CAST STONE �
LTA MweP►1S_VATI01i
PRE -FINISHED
GUTTER AND [
CONCRETE
SPLASHBLOCH
FLOOR PLAN
r_'CAIC0AI A1nlrC0
10 MSL, REFER CIVIL
O. JOIST
O. 10' :5°
10'-0"
SOUTH ELEVATION
11 1/2" = 1'-0"
PREFINISHED RIDGE FLASHING
STANDING SEAM METAL ROOF
B.O. JOIST
F.O. 10' = 511
10, 0"
PRE-FINISHED METAL GUTTER
AND DOWNSPOUT
MASONRY VENEER TYPE 2
(STACK BOND), INSET 1"
CAST STONE MASONRY
ALUMINUM FRAMED
STOREFRONT
MASONRY VENEER TYPE 1
CONCRETE SPLASHBLOCK
IN. FLOOR
0" 1 �
WEST ELEVATION
1/2" = 1'-0"
16'-0" 1'-0" 5'-0"
5
�. FLOOR
011
PRE -FINISHED RIDGE FLASHING
STANDING SEAM METAL ROOF
METAL B.O. JOIST
T.O. 10' = 5'
10'-0"
CAST STONE MASONRY
MASONRY VENEER TYPE 2
(STACK BOND), INSET 1"
MASONRY VENEER TYPE 1
FIN. FLOOR
0"
THE SEAL APPEARING ON THIS DOCUMENT WAS
AUTHORIZED BY TIMOTHY LAYENDECKER, RA NO. 11594
ON 06/14/2021. ALTERATION OF A SEALED DOCUMENT
WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE
ARCHITECT IS AN OFFENSE UNDER THE RULES AND
REGULATIONS OF THE TEXAS BOARD OF
ARCHITECTURAL EXAMINERS. THE RECORD COPY OF
THIS DRAWING IS ON FILE AT THE OFFICES OF HALFF
ASSOCIATES, INC., 1201 N. BOWSER RD. RICHARDSON,
TEXAS 75081.
IE
ID
IC
IB
IA
■
verizonv
This drawing was prepared solely for the use of
Verizon Wireless and must only be used by Verizon
Wireless employees, contractors, and vendors while
performing the work shown on this drawing. Any
other use of this drawing is forbidden.
LEAD CONSULTANT AND MPE ENGINEERS:
WICK Federal Reserve Bank Building
100 North Independence Mall West
F IS H E R Suite 5 SE - Philadelphia, PA 19106
215-627-0200 - wickfisherwhite.com
WHITE
Project No. 210035-000
CIVIL ENGINEER
mom HALFF
■■■
1201 NORTH BOWSER ROAD
RICHARDSON, TEXAS 75081-2275
TEL (214) 346-6200
FAX (214) 739-0095
N
O
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DESCRIPTION
DATE
EQUIPMENT PRE -PURCHASE
ISSUED FOR PERMIT
6/14/21
ISSUED FOR BID
A
B
C
0
ISSUED FOR CONSTRUCTION
6/14/21
1
2
3
4
5
6
SUBMITTALS
DATE
PRELIMINARY SUBMISSION
30% SUBMISSION
60% SUBMISSION
90% SUBMISSION
100%SUBMISSION
CONSTRUCTION DESIGN SUBMISSION
RECORD SET (AS-BUILTS)
PROJECT NO: WFW # 210035
STAMP
D ARc
�,AY,,-,
CAD DWG FILE:
DESIGNED BY:
Zy
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Y am
N� rrs9A PC9
9T�\
DRAWN BY: KF
CHECKED BY: TL
COPYRIGHT:
OF
SHEET TITLE
FLOOR PLAN, ROOF PLAN, RCP &
BUILDING ELEVATIONS - BUILDING 2
SHEET NUMBER
A111
ZA21-0067
EI
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1 2 3 4 5 6
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O1 PLANTING PLAN 0 15 30 45 60
SCALE: 1 "=30'-0" SCALE: 1 =30
NOTE:
IF GRADING WILL BE REQUIRED WITHIN THE CRITICAL ROOT
ZONE OF EXISTING TREES, THE CONTRACTOR IS TO NOTIFY
THE LANDSCAPE ARCHITECT AND/OR THE ENGINEER BEFORE
REMOVING ANY ADDITIONAL TREES THAT ARE NOT MARKED
FOR REMOVAL. REF. TREE PROTECTION DETAIL FOR CRITICAL
ROOT ZONE.
**TREES NOT MARKED FOR REMOVAL SHALL NOT BE REMOVED
WITHOUT PRIOR CONSULTATION FROM THE LANDSCAPE
ARCHITECT AND/OR THE ENGINEER.**
�ni i ,q "I
LIGHTED BOLLARD,
REF. CIVIL I 11 It
(01) LO
\ \\ •• III I I I o (02) SO
\ (07) ERC \ I N I j (04) EP
\\ (04) CE I ° (01) TRB
\ (01) GEM I _
\ (04) LO
o
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\1 SECURITY FENCE,'
REF. CIVIL ,"• \ 0
\ 1 ! I
\ \ (01) ERC \ I
� I
cn \ j I I t•\.
o
I
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I
7' SIDEWALK,
REF. CIVIL
y� \ V (02) GEM
\\ I /• \ \
(03) EP
EXISTING TREES �\ \ o
TO REMAIN, TYP • `\ \\ \ I I I\ /
\ \\\ \ V \ /
OPLANTING PLAN 0 15 30 45 60
2 SCALE: 1 "=30'-0" SCALE: 1 "=30'
HC
\ / \ NOTE:
TREES IN THIS AREA ARE PLANTED
AS PART OF MITIGATION FROM THE
KIRKWOOD BLVD EXPANSION.
(01) BC
(10) ERC
'\ SECURITY FENCE,
•\\ \REF. CIVIL\
•
D'
It
—613\ \\ \ \ \ \
\•'• \ma's k\ \ \ \\
/ \' . \ \ \
\ \ \\ \ \ \ ss
RIM-6 .60
Metal\�\\\ \ \ \\
handrail\\,\ \\\ o \\\ \ \
641 °� \ V\ u t \
\�Z19 ---__ — — — K RCP
.CPS i \ \
- 6 - b-- — m
1\ /IS
LIGHTED BOLLARD, - —
_REF. CIVIL o\
\ \
o _ 0Z9 — — — — — 5'SIDEWALK, \\
REF. CIVIL \
8 �\� RELOCATED \
-TREE 329
\\ \
EXISTING RELOCATED \ \� \
TREE 331� a r
SSCO \
PARKING RELOCATED 2.
TREE
TREE 330 , \� s \ \ \ \
_ i RELOCATED \ l ° V •A �� \
A
TREE 332 BOLDS
\ \ \
— ---- ------ RELOCATED
TREE 327\ no
RELOCATED I \ • \ \ \
TREE 328 1 %/ , L9 \ \ • \ \
TRANSPLANTED I \\ \ 1 \ \ \
\ �-
TREE 104
TRANSPLANTED I I ;\ \\ • \ \
TREE 146 \ \ \
Ih VI \ \
ing wall I\%%
ents inside I I9 \ \ \\ \
all not shown) \ \ \
•
PLANTING PLAN 0 15 30 45 60
iiiiii
03SCALE: 1 "=30'-0" SCALE: 1 "=30'
PLANT SCHEDULE
QUANTITY
COMMON NAME
SCIENTIFIC NAME
SIZE
HEIGHT
SPREAD
SPACING
GENERAL NOTES
TREES
10
Live Oak
Quercus virginiana
4"
12'-14'
8'-10'
AS SHOWN
NURSERY GROWN, FULL, HEALTHY, WELL FORMED, STRAIGHT TRUNK
10
Cedar Elm
U/mus crassifolia
4"
12'-14'
8'-10'
AS SHOWN
NURSERY GROWN, FULL, HEALTHY, WELL FORMED, STRAIGHT TRUNK
8
Red Oak
Quercus shumardii
4"
14'-16'
8'-10'
AS SHOWN
NURSERY GROWN, FULL, HEALTHY, WELL FORMED, STRAIGHT TRUNK
11
Magnolia 'Claudia Wannamaker'
Magnolia grandif/ora 'Claudia Wannamaker'
4"
12'-14'
8'-10'
AS SHOWN
NURSERY GROWN, FULL, HEALTHY, WELL FORMED, STRAIGHT TRUNK
15
Eldarica Pine
Pinus e/darica
4"
10'-12'
8'-10'
AS SHOWN
NURSERY GROWN, FULL, HEALTHY, WELL FORMED, STRAIGHT TRUNK
1
Bald Cypress
Taxsodium
4"
10'-12'
8'-10'
AS SHOWN
NURSERY GROWN, FULL, HEALTHY, WELL FORMED, STRAIGHT TRUNK
8
Texas Redbud
Cercis canadensis var. texensis
2"
6'-8'
4'-6'
AS SHOWN
NURSERY GROWN, FULL, HEALTHY, WELL FORMED, STRAIGHT TRUNK
28
Eastern Red Cedar
Juniperus virginiana
2"
6'-8'
4'-6'
AS SHOWN
NURSERY GROWN, FULL, HEALTHY, WELL FORMED, STRAIGHT TRUNK
SHRUBS & GRASSES
Taxodium distichum
24
Compact Nandina
Nandina domestics 'Compacta'
5 Gal.
V-2'
V-2'
AS SHOWN
NURSERY GROWN, FULL, HEALTHY, WELL FORMED, UNIFORM
143
Mexican Feather Grass
Nassella tenuissima
1 Gal.
8"-12"
8"-12"
24" O.C.
NURSERY GROWN, FULL, HEALTHY, WELL FORMED, UNIFORM
SOD GRASSES AND SEED
22,820
Bermuda Sod
Cynodon dactylon
SF
NURSERY GROWN, FULL, HEALTHY, WELL FORMED, UNIFORM, WEED FREE
DOVE RD
LANDSCAPELEGEND
SYMBOL
DESCRIPTION
4" CAL. LIVE OAK (LO)
°
4" CAL. SHUMARD OAK (SO)
Do°
4" CAL. CEDAR ELM (CE)
o
•
4" CAL. BALD CYPRESS (BC)
4" CAL. 'LITTLE GEM'
MAGNOLIA (GEM)
4" CAL. ELDARICA PINE (EP)
2" CAL. TEXAS REDBUD (TRB)
2" CAL. EASTERN RED CEDAR (ERC)
®
5 GAL. COMPACT NANDINA (NAN)
1 GAL. MEXICAN FEATHER
GRASS @ 24" O.C. (MFG)
3"-5" NEW MEXICO RIVER GRAVEL
i
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- f k p a
U -�
WV
GENERAL NOTES:
1. CONTRACTOR IS TO VERIFY THE LOCATION OF EXISTING
TREES AND ALL REMOVED TREES.
2. CONTRACTOR IS REPONSIBLE FOR LOCATING ALL ABOVE
GROUND AND UNDERGROUND UTILITIES PRIOR TO LANDSCAPE
INSTALLATION. *EXTREME CARE AND CAUTIONS SHALL BE
EXERCISED WHEN EXCAVATING, CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DAMAGE AND SUBSEQUENT REPAIR
TO ANY EXISTING UTILITIES.
3. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL
RECEIVE BERMUDA GRASS SOD UNLESS
OTHERWISE NOTED ON PLANS.
4. ALL CANOPY TREES SHALL BE LOCATED NO CLOSER THAN
25' FROM THE CENTER LINE OF ALL OVERHEAD UTILITY LINES.
5. ALL TREES SHALL BE LOCATED NO CLOSER THAN 4' FROM
THE CENTER LINE OF ALL BELOW GROUND UTILITIES.
6. CONTRACTOR IS TO MODIFY EXISTING IRRIGATION TO PROVIDE
A MINIMUM 2 BUBBLERS TO ALL NEW TREE PLANTINGS. EXISTING
CONTROLLER MAY BE USED IF THE ZONE CAPACITY IS ADEQUATE
FOR NUMBER OF ADDITIONAL IRRIGATION ZONES THAT MAY BE
REQUIRED TO BE ADDED.
KEY MAP
SCALE: N.T.S.
1 2 3 4 5
dF
P
-- -- ---01 THIS SHEET— __—DOVE RD
IE
ID
IC
IB
IA
verizonv/
This drawing was prepared solely for the use
of
Verizon Wireless and must only be used by Verizon
Wireless employees, contractors, and vendors
while
performing the work shown on this drawing.
Any
other use of this drawing is forbidden.
LEAD CONSULTANT AND MPE ENGINEERS:
WICK Federal Reserve Bank Building
100 North Independence Mall
West
F I S H E R suite 5 SE - Philadelphia, PA 19106
215-627-0200 - wickfisherwhite.com
WHITE
Project No. 210035-000
CIVIL ENGINEER
■■■ HALFF
1201 NORTH BOWSER ROAD
RICHARDSON, TEXAS 75081-2275
TEL (214) 346-6200
FAX (214) 739-0095
N
O
Q
X
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DESCRIPTION
DATE
EQUIPMENT PRE -PURCHASE
ISSUED FOR PERMIT
6/14/21
ISSUED FOR BID
A
B
C
0
ISSUED FOR CONSTRUCTION
6/14/21
1
2
3
4
5
6
SUBMITTALS
DATE
PRELIMINARY SUBMISSION
30% SUBMISSION
60% SUBMISSION
90% SUBMISSION
100 % SUBMISSION
CONSTRUCTION DESIGN SUBMISSION
RECORD SET (AS-BUILTS)
PROJECT NO: WFW # 210035
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CAD DWG FILE:
DESIGNED BY: WFW
CO � 'a
sJ'•., CO
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qTF O 16 F
TIE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED
BYCSTINB.MARETON,R.LA.ip1B1ON6110I2021
ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER
NOTIFICATION TO THE RESPONSIBLE LANDSCAPE ARCHITECT
15AN OFFENSE UNDER TITLE 22, TEXAS ADMINISTRATIVE CODE.
CHAPTER 3 LANDSCAPE ARCHITECTS. THE RECORD COPY OF THIS
DRAWING IS ON FILE AT THE OFFICES OF HALFF ASSOCIATES, INC.,
1201 NORTH BOWSER, RICHARDSON, TEXAS T5081.
T.PE FIRM
DRAWN BY: WFW':
CHECKED BY: WFW
COPYRIGHT:
SHEET TITLE
LANDSCAPE PLAN
SHEET NUMBER L 1.01
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