Item 7B - Plansabiq��
y�C'
�qoa
m�
R� p C
6
x
U� co
A aQ
''5
1'.Cd
50
co.1
Q,w�
yoom`
Q) 0,0w
0
O C
0
a �'
o`d
>'
OF
LOT 1, BLOCK 7
SOUTH VIEW ADDN
CAB. A, SL. 739
P. R. T. C. T.
ZONING: OFFICE COMMERCIALI
L.U.D.=ECZ
LOT 1, BLOCK 1
PANORAMA PLACE
CAB. A, SL. 4318
P. R.T.C. T.
ZONING: OFFICE COMMERCIAL
L.U.D.=ECZ
LOT 2, BLOCK 1 '
PANORAMA PLACE I
CAB. A, SL. 5304
P. R. T. C. T.
ZONING: OFFICE COMMERCIAL
L.U.D.=ECZ
LOT 3, BLOCK
Ld
z
Ld
QO F—
�>
—J
Jo0
�z
OW U
J
m H
Q�
�Qw
U vv
z
I '
LOT 1 R
RICHARD EADS NO. 481 I
ADDITION CAB. A, SL. 12195 I
P. R. T. C. T.
ZONING: S -P-1
_- L.U.D.=TOWN CENTER
ICV - —
Ss ,x xxxx%%
�\\
41.53' x% x„x x x x x DIVISION STREET
x ;t,
' slcNx (VARIABLE WIDTH R.O.W.) w
xx.xlxxxx;;xx xxxx% EXIST. ASPH. PVMT W 3 ONC C G
xxxxxlxxxxxxxx xxxx A, xxxxxxxxxxxxx ,xx
20'�I
II\®�IID��III�� 44�
Iilllllill1111ifi1 ; .e •
®� ��■i
MEMO -
• • • • • • • • • • •
IIIA III, III IIIIIIII 1,111,11
I Ill • • • • • • • v o • • • • • w • • • L • • • • �I � iiiiliilliil I
I it I •••• ••••�-w••�••••••••••••••�I I iliii�iiil
all
. - ,I = • • . . . . . . . . . . � I, � I I I I I I I I I I �� I III IIIIE
U • • _ 111 -_ • • _ 1� • -9 Im�I—
xxxxl % %xxxxxxxxxxxxxx\xxx\xxxxx\\xxxxxxxx
x xxxxxl;;:::x::;;;;xxxxxxxxxxxxxxxxxxxx.:xxxxxxxxx
x xxxXlX xx. xxxx xx„ xxxxxxxxx,x,xXx%xx..x.
x xxxxl: ::: xxxx Xxxxxxxxxx xxxx ..xx..x.xx xxxxx�xxx�
������ o �x �x %%xxxx"'�x"'�xxxxxxxxxxxxx
I. x% O xx:xxxx;xxx;xx:x:x:xxxxxxx
�'$ C-4
I .xx I _— / ii J :x:x:xxx;:xx;xxx.x:xxx;xx
AMENITY BUILDING
' Ld 3 -STORIES II %%%xxxx O %xxx
icy –, 24, 500 g. s. f.
Q 0�
0 w i;xx.xlK ao
x �
Ixx xxx IKI
69' %.xxxx%%xxxxx0%%xxxxxxxxx
r -I x ., x,
85' xx..xxxxxxxxxx,xxxxxxxx
xxxxxxxxx...xxxx,xxx.xxxxx
IN x xxL,xx xxxxxxx%%xx%%%%xxxxxxxxxx
O O O xx<x,;x,,,xx x:x;xxx;x
xxx �xxx> xx: xx %%%%xxxx x,x, '% ..xx..x,xx xxxxxxxxxx
SIGN' x
:................ .....x,,,
x �xxxxx� xxxxxxxxxxx:x:%XXx:xxxx:%xx=xx X%xXX” xxxxxxxxxx
x
SOUTH BUILDING SOUTH BUILDI�
I 3 -STORIES j
u •�
�� • • • • -
®viii
LOT 2, BLOCK 10
SOUTHLAKE TOWN
SQUARE ADDITION, PH. II
CAB. A, SL. 5261
P. R. T. C. T.
ZONING: S -P-1
L.U.D.=MIXED USE
�— -- ———— — — — — --
dI
I
O
I
U
I
�0
AREA OF OPEN SPACE
o�
I
36.8%
TOTAL BUILDING AREA (BUILDING FOOT PRINT)
161,000 S.F.
SQUARE FOOTAGE BROKEN DOWN BY USE
T
EDGE OF WATER
L>
®
,C
I IMPROVED EDGE OF POND
2
''I SSI
Q
I SOUTHLAKE TOWN
xxxxl % %xxxxxxxxxxxxxx\xxx\xxxxx\\xxxxxxxx
x xxxxxl;;:::x::;;;;xxxxxxxxxxxxxxxxxxxx.:xxxxxxxxx
x xxxXlX xx. xxxx xx„ xxxxxxxxx,x,xXx%xx..x.
x xxxxl: ::: xxxx Xxxxxxxxxx xxxx ..xx..x.xx xxxxx�xxx�
������ o �x �x %%xxxx"'�x"'�xxxxxxxxxxxxx
I. x% O xx:xxxx;xxx;xx:x:x:xxxxxxx
�'$ C-4
I .xx I _— / ii J :x:x:xxx;:xx;xxx.x:xxx;xx
AMENITY BUILDING
' Ld 3 -STORIES II %%%xxxx O %xxx
icy –, 24, 500 g. s. f.
Q 0�
0 w i;xx.xlK ao
x �
Ixx xxx IKI
69' %.xxxx%%xxxxx0%%xxxxxxxxx
r -I x ., x,
85' xx..xxxxxxxxxx,xxxxxxxx
xxxxxxxxx...xxxx,xxx.xxxxx
IN x xxL,xx xxxxxxx%%xx%%%%xxxxxxxxxx
O O O xx<x,;x,,,xx x:x;xxx;x
xxx �xxx> xx: xx %%%%xxxx x,x, '% ..xx..x,xx xxxxxxxxxx
SIGN' x
:................ .....x,,,
x �xxxxx� xxxxxxxxxxx:x:%XXx:xxxx:%xx=xx X%xXX” xxxxxxxxxx
x
SOUTH BUILDING SOUTH BUILDI�
I 3 -STORIES j
u •�
�� • • • • -
®viii
LOT 2, BLOCK 10
SOUTHLAKE TOWN
SQUARE ADDITION, PH. II
CAB. A, SL. 5261
P. R. T. C. T.
ZONING: S -P-1
L.U.D.=MIXED USE
INN
Ln%x„x WEST END
�
N .,xxx
d -x x
N xxxx
PEED LIMIT SIGN
•• I I
.� N ..
• , A
Q FH
MYSTERE ENT. INC.
VOL. 14018, PG. 407
D. R. T. C. T. — — — — — — — — — — —
ZONING: OFFICE COMMERCIALI I I
L.U.D.=ECZ I z I I
J LOT 1, BLOCK 10
v SOUTHLAKE TOWN
I Q SQUARE ADDITION, PH. II �-25' UTILITY EASEMENT
m CAB. A, SL. 5261LLJ I CAB. A, SLIDE 5261
P. R. T. C. T. I P. R. T. C. T.
ZONING: S -P-1
L.U.D.=MIXED USE I
. I I
REMAINDER
CALLED 16.602 ACRES
SILTS LAND, L.P.
DOC. NO. D205049245
O. P. R. T. C. T.
ZONING: DT
L.U.D.=TOWN CENTER
-15'x40' WATER LINE EASEMENT
D209047611 0. P. R. T. C. T.
N,
40'x60' PERMANENT DRAINAGE
AND UTILITY EASEMENT
D209047610
O. P. R. T. C. T.
LOT 9, BLOCK 12
I— SOUTHLAKE TOWN SQUARE
PHASE IV
D216064992
O. P. R. T. C. T.
ZONING: DT
L.U.D.=TOWN CENTER
�— -- ———— — — — — --
dI
I
O
I
U
I
�0
AREA OF OPEN SPACE
o�
I
36.8%
TOTAL BUILDING AREA (BUILDING FOOT PRINT)
161,000 S.F.
SQUARE FOOTAGE BROKEN DOWN BY USE
(SEE CHART BELOW)
EDGE OF WATER
L>
TOTAL AREA OF RESIDENTIAL USE
0
I IMPROVED EDGE OF POND
2
LOT 1, BLOCK 12
Q
I SOUTHLAKE TOWN
(SEE CHART BELOW)
SQUARE ADDITION, PH. IV
X
CAB. A, SL. 10950
200,444 S.F.
I
P. R. T. C. T.
63.2%
L.U.D.=PUBLIC PARK
Level 5
EXISTING
t
i POND
®
I
56,000
Total Floor Area
456,500
0
IZ
1
0
INN
Ln%x„x WEST END
�
N .,xxx
d -x x
N xxxx
PEED LIMIT SIGN
•• I I
.� N ..
• , A
Q FH
MYSTERE ENT. INC.
VOL. 14018, PG. 407
D. R. T. C. T. — — — — — — — — — — —
ZONING: OFFICE COMMERCIALI I I
L.U.D.=ECZ I z I I
J LOT 1, BLOCK 10
v SOUTHLAKE TOWN
I Q SQUARE ADDITION, PH. II �-25' UTILITY EASEMENT
m CAB. A, SL. 5261LLJ I CAB. A, SLIDE 5261
P. R. T. C. T. I P. R. T. C. T.
ZONING: S -P-1
L.U.D.=MIXED USE I
. I I
REMAINDER
CALLED 16.602 ACRES
SILTS LAND, L.P.
DOC. NO. D205049245
O. P. R. T. C. T.
ZONING: DT
L.U.D.=TOWN CENTER
-15'x40' WATER LINE EASEMENT
D209047611 0. P. R. T. C. T.
N,
40'x60' PERMANENT DRAINAGE
AND UTILITY EASEMENT
D209047610
O. P. R. T. C. T.
LOT 9, BLOCK 12
I— SOUTHLAKE TOWN SQUARE
PHASE IV
D216064992
O. P. R. T. C. T.
ZONING: DT
L.U.D.=TOWN CENTER
FRANCHISE LI TY EASEMENT
CAB. A, SLI 10950
I— I P.R.T.C.T.
I I
I— I
J
15DRAINAGE EASEMENT
CA A, SLIDE 10950
P. .T.C.T.
I 52'
I I
I
EDGE OF WATER
PO
IN I I IMPROVED EDGE OF POND /
ROCK RET NI G WALL
WITH 4' M T L FENCE
�I I
z I
YI
a- I I EXISTING
J I I PONDLd
/
JI I
a_i
of
/ / 1 DRAINAGE EASENT
CAB. A, SLIDE 109 0
P. R. T. C. T. /
1 � I
xslcN Fj
0
V
PROJECT
LOCATION
EAST
Mo(Dono�� [map
0 40 80 120
GRAPHIC SCALE
1 "= 40'
SITE DATA SUMMARY (LOT I, BLOCK II)
�— -- ———— — — — — --
dI
I
O
I
U
I
�0
AREA OF OPEN SPACE
o�
I
36.8%
TOTAL BUILDING AREA (BUILDING FOOT PRINT)
161,000 S.F.
SQUARE FOOTAGE BROKEN DOWN BY USE
(SEE CHART BELOW)
EDGE OF WATER
L>
TOTAL AREA OF RESIDENTIAL USE
0
I IMPROVED EDGE OF POND
2
LOT 1, BLOCK 12
Q
I SOUTHLAKE TOWN
(SEE CHART BELOW)
SQUARE ADDITION, PH. IV
X
CAB. A, SL. 10950
200,444 S.F.
I
P. R. T. C. T.
63.2%
L.U.D.=PUBLIC PARK
Level 5
EXISTING
28,000
i POND
®
I
FRANCHISE LI TY EASEMENT
CAB. A, SLI 10950
I— I P.R.T.C.T.
I I
I— I
J
15DRAINAGE EASEMENT
CA A, SLIDE 10950
P. .T.C.T.
I 52'
I I
I
EDGE OF WATER
PO
IN I I IMPROVED EDGE OF POND /
ROCK RET NI G WALL
WITH 4' M T L FENCE
�I I
z I
YI
a- I I EXISTING
J I I PONDLd
/
JI I
a_i
of
/ / 1 DRAINAGE EASENT
CAB. A, SLIDE 109 0
P. R. T. C. T. /
1 � I
xslcN Fj
0
V
PROJECT
LOCATION
EAST
Mo(Dono�� [map
0 40 80 120
GRAPHIC SCALE
1 "= 40'
SITE DATA SUMMARY (LOT I, BLOCK II)
EXISTING ZONING
C-3 GENERAL
PROPOSED ZONING
DT
LAND USE DESIGNATION
TOWN CENTER
GROSS ACREAGE
317,291 SQ. FT. OR 7.284 AC
AREA OF OPEN SPACE
116,847 S.F.
OPEN SPACE AS A PERCENTAGE
36.8%
TOTAL BUILDING AREA (BUILDING FOOT PRINT)
161,000 S.F.
SQUARE FOOTAGE BROKEN DOWN BY USE
(SEE CHART BELOW)
TOTAL FLOOR AREA (EXCLUDES PARKING GARAGES)
456,500 S.F.
TOTAL AREA OF RESIDENTIAL USE
456,500 S.F.
LOADING SPACES PROVIDED
2
PARKING SPACES REQUIRED
-
PARKING SPACES PROVIDED
(SEE CHART BELOW)
NUMBER OF PROPOSED LOTS
I
AREA OF IMPERVIOUS COVER
200,444 S.F.
PERCENTAGE OF IMPERVIOUS COVER
63.2%
BUILDING FOOTPRINT
North Building 77,000
South Building
77,000
Amenity Building
7,000
Total
161,000
FLOOR AREAS
Level 1
North Building
36,500
South Building
36,500
Amenity Building
10,500
Total
83,500
Level 2
North Building
50,500
South Building
50,500
Amenity uilding
7,000
Total
108,000
Level 3
North Building
50,500
South Building
50,500
Amenity Building
7,000
Total
108,000
Level 4
North Building
50,500
South Building
50,500
Total
101,000
Level 5
North Building
28,000
uth Building
28,000
kTotal
56,000
Total Floor Area
456,500
PARKING
North Garage 307
South Garage
307
Street *
87
Total
701
Note: Each garage level
accounts fora handicap
�k INCLUDES 46 SURFACE PARKING
AT CARROLL AVENUE
NOTE:
MAXIMUM BUILDING HEIGHT IS 65'. BUILDINGS OR PORTIONS
OF BUILDINGS FRONTING NORTH CARROLL AVENUE WILL
HAVE A MAXIMUM BUILDING HEIGHT OF 40'.
y ASE OF T4,1 It
I� /
�� JAMES A. •RILEY
�• ° • 00 •73231• • ••w�,'
lICENs$•a'•.
1t`rs'I..
Z N a1
W O
O�w"
LU
W
LU �LU
>o�V'�
W LU
Q �Q2
0
®moo
U
N
IN
Y
Q �
Q 0? un
co 1.0
> aL) 6 0
Q O c v
x
W b
W
muv�^�
W C: -z'
5 X
UNvo��
co .6 z� �
b�
fY0">Xab
m U U I-- v
V !
LEGEND
LTJ
v
— PROPOSED
RESIDENTIAL BUILDING
— PROPOSED
PARKING STRUCTURE
Q
— PROPOSED
LANDSCAPE AREA
nn�
1__L
— PROPOSED
CONCRETE PAVEMENT (DRIVES & PARKING)
NOTE:
MAXIMUM BUILDING HEIGHT IS 65'. BUILDINGS OR PORTIONS
OF BUILDINGS FRONTING NORTH CARROLL AVENUE WILL
HAVE A MAXIMUM BUILDING HEIGHT OF 40'.
y ASE OF T4,1 It
I� /
�� JAMES A. •RILEY
�• ° • 00 •73231• • ••w�,'
lICENs$•a'•.
1t`rs'I..
Z N a1
W O
O�w"
LU
W
LU �LU
>o�V'�
W LU
Q �Q2
0
®moo
U
N
IN
Y
Q �
Q 0? un
co 1.0
> aL) 6 0
Q O c v
x
W b
W
muv�^�
W C: -z'
5 X
UNvo��
co .6 z� �
b�
fY0">Xab
m U U I-- v
V !
LTJ
v
_
00
�
z
z
Q
W
Q
�Q(/-)
O X Q
nn�
1__L
V /
El� I-- W
m W ~
L�J�QQ�z
LJ_J
z
0
LU LLJ O
z
�
p
O�LL-
-j O
Cn
O
< >-
W Q
LLJ
>
z ��
LTJ
O
U
0
IZ
Revisions Date
2
4
6
8
9
Issue Dates:
t t o p�
— — — — Scale: 1 "=40'
LOT 6, BLOCK 3R2 01/21/2020
SOUTHLAKE TOWN Drawn By: DJR
SQUARE ADDITION, PH. IV BENCH MARKS:
CAB. A, SL. 10950 BM ST 52 - BRASS CAP IN CONC. AT STA 390+12.58; 50.52' RT. Designed By. JAR
P.R.T.C.T. EAST SOUTHLAKE BLVD. (F.M. 1709) — ELEV. = 652.93
I ZONING: DT
N: 7,028,011.751 / E: 2,389,246.527 Sheet
L.U.D.=TOWN CENTER
BM ST 53 — BRASS CAP IN CONC. AT STA 379+95.25; 50.52' RT.
EAST SOUTHLAKE BLVD. (F.M. 1709) — ELEV. = 626.78
N:7,028,028.956 / E:2,388,229.350 C O
ARCHITECT DEVELOPER ENGINEER
I BM ST 55 - BRASS CAP IN CONC. AT STA 14+96.35; 18.68' LT.
DAVID M. SCHWARZ ARCHITECTS COOPER & STEBBINS BROCKETTE DAVIS DRAKE, INC. NORTH CARROLL AVENUE —ELEV. = 656.80
1707 L STREET NW 1256 MAIN STREET 4144 N. CENTRAL EXPRESSWAY
SUITE 400 SUITE 240 SUITE 1100 N: 7,029,571.095 / E: 2,387,604.037
WASHINGTON, DC 20036 SOUTHLAKE, TEXAS 76092 DALLAS, TEXAS 75204
(202)862-0777 (817)310-0792 (214)824-3647 CITY CASE No.: ZA20-0002 Project No. C19023
CD
0
M
N
0
rn
U
D_
w
U
z
0
U
z
Q
CLJ
o_
w
U
z
O
U
/
0
U
Cn
z
a
J
a_
/
z
a
J
0_
a_
w
U
z
O
U
Y
U
O
J
Cc
w
G'
a
O
z
O
w
Y
Q
J
_
0
1
N
O
M
U
/
rn
0
N
/
J
U
/
a
Q
0
/
Legend
0 Approximate existing canopy extents -
• Mesquite ~~ 20%
• Honey Locust ~~ 20%
• Southern Hackberry 20%
• Bois d'Arc ~~ 20%
• Texas Hercules' Club 5%
• Lacebark Elm 5%
• Ash ~~1%
• Bradford Pear 1%
• Juniper ~~ 1%
• Live Oak 1%
• Gum bumelia > 1%
• Cedar Elm > 1%
• American Elm > 1%
• Willow > 1%
• Post Oak < 1%
_ Existing ulmus parviflora (Lacebark
Elm) 18 total for 80 DBH/in. total
` M
0a
i h•
4 A7'
: I � it . ,' * - _ •� _
TBG
4 _„ `1 � '
4 1 _
yy r
9 � AM-: • - Fr, - T 4
- n
_
- s
DI VISION S TREE
-- -�' �'� _ �� •,a �°i�; 'rte 7-f�°'.i - *t",�„ _ ,
44
--� ;e 40
T '`'..rte • fr � .t �rc�` _ +� .•_ %I+'��.ir� i �i. �_ a..;fi-�' ,� `• `
t
J •
FFie 1
•
southlake town
square block 11
tree analysis
Southlake, Texas
10/21/19
1
1
1
1
1
1
1
I�
1
1
1
1
1
1
1
1
1
1
1
1
1
1
-A!F
d -
.� r
teL
Ir
b
10
IF
1 ,�.,. . `•.yam yJb,_ . a. r.-, � � -,.;.
R ( ��ryryyy
. �.. „
/ F/I
41 -� r
construction/event
staging area
no existing trees
FEDERAL WA Y
TBG
1306 May St.
Suite 200
Fort Worth, Texas 76104
[8171 870 9848
tbgpartners.com
The information shown is based on the best information
available and is subject to change without notice.
0 5' 15' 30' 60'
SCALE: 1'=30'
r
t
-A!F
d -
.� r
teL
Ir
b
10
IF
1 ,�.,. . `•.yam yJb,_ . a. r.-, � � -,.;.
R ( ��ryryyy
. �.. „
/ F/I
41 -� r
construction/event
staging area
no existing trees
FEDERAL WA Y
TBG
1306 May St.
Suite 200
Fort Worth, Texas 76104
[8171 870 9848
tbgpartners.com
The information shown is based on the best information
available and is subject to change without notice.
0 5' 15' 30' 60'
SCALE: 1'=30'
I
is
9
-Em
i
Jim
F I
m
9
111I��
n rl
ompol 0
- W -m
NO ANN
s _ter.......... ......
-zdw
w r Nom -7 -Li -al
i4
MAN
V-0411110 I '... IN L,
11
e,
ft
oIft
Q) Q) 0
mq Q
�Qo
'0'
C
cC
Qwz7A
'-orn_0
0 -1
Q 0 U
ocuIM
a�0
0
o0
0
1
� LZ
F. o
o .0
L) y
OEC
I/ v PROJECT
WI LOT 1 R I REMAINDER LOCATION
I I
RICHARD EADS N0. 481 CALLED 16.602 ACRES O I SILTS LAND, L.P. �� It N
II ADDITION CAB. A, SL. 12195 I
DOC. NO. D205049245 r� z N �
P. R. T. C. T. w O
SAN MH \ ZONING: S -P-1 A ZONING: CDT m ~ Q0
_ L.U.D.=TOWN CENTER wwM I S,
L.U.D.=TOWN CENTER a W W vi
-- -- -- -- _ _ RIM= 41.7 " �h
Ex s" wTR ® FIL oLI s2 .81 - 15'x40' WATER LINE EASEMENT s 4 ~ Q
icv a D209047611 O.P.R.T.C.T. o ' CJ/�J X
W FF -ED -ERA -Ll Q S�Ti fE,T ®I _ r w LL
ff I L N .10 co
❑ J
RIM= 9
mS8 41.53 0 8 08 X o QP2 W LU
m� DIVISION STREET _ EXIST 24 RCP Ell _ _ > Q
-®- W LU
' SIGN (VARIABLE WIDTH R.O.W.) '� m � - - - sT
' EXIST. ASPH. PVMT W 30" CONC C G N RI 641.75 MAIN ST.
\\ F" FLi ® 0
\\ ION ES.) - - J 0
I - SIGN SIG EAST SOUTHLAKE BLVD. (F.M. 1709) O 40 80 120 V / � Lr) O
V7
X 12" WTR N
• f " f EX 12" WTR f
III � I �
1
ST - -
40
III I I n n p n n n n n �M I I IG GRAPHIC SCALE
I
:IALI
�I
I
I
�I
'I N
N
°°
I
I
3 I
I
I
PO 4 E RVUL �
(DMS CLl PROP 8" SANITARY
" SEWER LATERAL
DOUBLE CHECK
u
Sh eet
I
C,
C
°
II \
I 40'x60' PERMANENT DRAINAGE \
AND UTILITY EASEMENT
- - -
CO2
I
Project No. C19023
c
1,
DETECTOR CHECK
D209047610
i'
SII
,
I
(FIRE)
O.P.R.T.C.T.
Ld
PROP 2'� METER V UL
LOT 9, BLOCK 12
(IRRIG 0
SOUTHLAKE TOWN SQUARE
I
II
PHASE IV
I i
I
I D216064992
C
"
I
ZONING: DT
I
L.U.D.=TOWN CENTER
�-IMPROVED EDGE OF POND
LOT 1, BLOCK 12
SOUTHLAKE TOWN
SQUARE ADDITION, PH. IV
CAB. A, SL. 10950
P. R. T. C. T.
L.U.D.=PUBLIC PARK
X15' DRAINAGE EASEMENT
CA . A, SLIDE 10950 /
P. .T.C.T.
EDGE OF WATER
IMPROVED EDGE OF POND
15�\DRAINAGE EASI
CAB. A, SLIDE 109
P. R. T. C. T. /
Q9n(DnHnCG3V M&p
WATER & SANITARY SEWER NOTES
1. All construction shall be in strict accordance with the standards of the City of Southlake, and
governed by the North Central Texas Council of Government's Standard Specifications for Public
Works Construction.
2. Texas Department of Highways and Public Transportation approval must be obtained prior to
construction in state highway right-of-way.
3. Street cut permit (issued by Public Works Department) is required before cutting any city street.
4. All water meters shall be sized and installed by City personnel.
5. Fire hydrants shall be located outside of sidewalk if walk is intended.
6. The location of underground facilities indicated on the plans is taken from public records. It is the
Contractor's responsibility to make arrangements with the owners of such underground facilities prior
to working in the area to confirm their exact location and to determine whether any additional
facilities other than those shown on the plans may be present. The Contractor shall preserve and
protect all under -ground facilities.
UNDERGROUND FACILITY OWNER TELEPHONE NUMBER
City of Southlake (817) 481-5581
Lone Star Gas Co. (817) 923-8481
T.U. Electric (817) 858-2564
General Telephone Co. (214) 318-8850
Harron Cablevision (817) 430-0646
7. 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
other -wise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately
notify the Engineer at once of any conflicts in grades and alignment.
8. All excavations, trenching and shoring operations shall comply with the requirements of the U.S.
Department of Labor, OSHA, "Const. Safety and Health Regulations", Vol. 29, Subpart P. pg. 128-137, and
any amendments thereto.
9. Adequate measures shall be taken to prevent erosion. In the event that significant erosion occurs as a
result of construction, Contractor shall restore the eroded area to original condition.
10. 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, culvert pipes, drainage ditches,
driveways, private yards and roadways.
11. All water line shall be PVC pipe conforming to AWWA standard C-900 SDR -18 minimum, with NSF seal,
pressure tested and disinfected in accordance with NCTCOG STD. SPECS. Water mains to have a minimum
42" of cover to top of pipe. Service line connectors shall be compression -type with stainless steel tube
liners.
12. All water lines to be encased in sand. Backfill shall be select material compacted to 95% standard
proctor density.
13. Service location to be stamped on curb with 2" high letter "W".
14. All services to meter to be 1" SDR -9 class 250 polybutylene unless otherwise noted.
15. Utility Contractor to furnish and install water meter boxes after the paving contract has been completed.
16. Curb stops should be tested for leakage and full flow when system is pressure tested.
17. All fire hydrant assemblies to be equipped with a 6" gate valve and box. All valves and fire hydrants to
be per City specifications. The fire hydrant shall have a factory prime coat only. Fire hydrants shall be
equipped with Storz adaptor connection.
18. Any water valves located within pavement areas shall be adjusted to final grade by the Paving Contractor.
The Paving Contractor shall construct a typical concrete block-out per detail on Sheet No. C50.
19. Any changes from approved construction plans shall be approved by the Water Utility Department, and a
change order must be obtained from the design engineer.
20. Sewer pipe shall be bedded in Class II, or better, material as defined in ASTM D-2321, and placed as
directed therein. Backfill shall be select material compacted to 95% standard proctor density.
21. After completion of all testing (i.e. mandrel & air) Contractor shall perform a Television inspection and
provide a video tape to the Public Works Department. Deflection testing shall be performed as specified in
special conditions.
22. A 2" high letter "S" shall be stamped on the curb to mark the location of the sewer services.
23. All sewer manholes shall be 4 ft. diameter in accordance with standard City of Southlake details.
24. Contractor to place a 3/4" plywood false bottom in all sanitary sewer manholes before Paving Contractor
commences work.
25. Rim elevations of the proposed sanitary sewer manholes in streets are to be constructed 18" below final
finished grades by Utility Contractor and adjusted by Paving Contractor to finished grade at time of paving.
Each shall have a typical concrete block-out constructed per detail on Sheet No. C50.
26. All trenches shall be compaction tested at the rate of one test per 300 L.F. of trench per lift. Lifts shall
be no greater than 12" loose. Tests shall be staggered so that tests of adjacent lifts are not directly over
the previous lift. If the distance between manholes exceeds 300 L.F., a minimum of 2 tests per lift shall
be taken. The testing lab shall provide the location of all results on a plan and profile sheet prior to
trench acceptance. The paving Contractor shall not begin work until all trench work has been approved by
the City of Southlake.
27. Sanitary sewer lines shall be SDR 35 PVC pipe. One joint of 150 psi pressure rated pipe shall be installed
under all proposed water pipe crossings.
28. Sanitary sewer pipe with depths of 16' or greater shall be SDR 26 PVC.
29. Irrigation services to be shown on Landscape Plans, and approved prior to installation of water mains.
30. All dead-end water mains shall extend 2 full joints beyond edge of pavement or nearest fitting, whichever
is the greater distance.
31. All 20 inch water mains shall be class 150, pretension concrete cyclinder pipe.
001
X N4 '05'25"W VIII VIII WEST - 508.45 VIII VIII �� - - - - ` �E of T��si r
SIGN
13.80 _ EX 8" WTR X WTR % „� Al
FEDERAL WAY NORTH - 14.50' /
(VARIABLE WIDTH R.O.W.) EXIST z4" RCP 3 A. • •JAMES. A: RILEYof
(EXIST. ASPH. PVMT W/ 30" CONC C/G) WEST - 8.00' 3 SII o
�•'• 73231 ••w�r
�\ 00 NII w /�j�o� •'-'CEN
S�'�•�ti��"
• FH w SII i IONAL
II LOT 6, BLOCK 3R2
'IAL
SOUTHLAKE TOWN 01/21/2020
BENCH MARKS:
I I I SQUARECAB ADDSLI.010950 IV
z LOT 1 BLOCK 10 I LOT 2 BLOCK 10 I P.R.T.C.T. BM ST 52 - BRASS CAP IN CONC. AT STA 390+12.58; 50.52, RT.
EAST SOUTHLAKE BLVD. F.M. 1709 - ELEV. = 652.93
SOUTHLAKE TOWN I SOUTHLAKE TOWN I II I ZONING: DT ( )
m SQUARE ADDITION, PH. II 1 -25' UTILITY EASEMENT I SQUARE ADDITION, PH. II I I I L.U.D.=TOWN CENTER N:7,028,011.751 / E:2,389,246.527
I- CAB. A, SL. 5261 I CAB. A, SLIDE 5261 I CAB. A, SL. 5261 BM ST 53 - BRASS CAP IN CONC. AT STA 379+95.25; 50.52' RT.
P. R. T. C. T. I P. R. T. C. T. P. R. T. C. T. II EAST SOUTHLAKE BLVD. (F.M. 1709) - ELEV. = 626.78
028.956 E: 2,388,229.350
N NI S - P-1 I ZONING:S-P-1 II N: 7,028, /
L.U.D.=MIXED USE I L.U.D.=MIXED USE II I ARCHITECT DEVELOPER ENGINEER
I DAVID M. SCHWARZ ARCHITECTS COOPER & STEBBINS BROCKETTE DAVIS DRAKE, INC. BM ST 55 - BRASS CAP IN CONC. AT STA 14+96.35; 18.68' LT.
1707 L STREET NW 1256 MAIN STREET 4144 N. CENTRAL EXPRESSWAY NORTH CARROLL AVENUE - ELEV. = 656.80
SUITE 400 SUITE 240 SUITE 1100 N:7,029,571.095 / E:2,387,604.037
WASHINGTON, DC 20036 SOUTHLAKE, TEXAS 76092 DALLAS, TEXAS 75204
(202)862-0777 (817)310-0792 (214)824-3647 CITY CASE No.: ZA20-0002
A
w S
Q 0
Cc v
1 0? V)
> �O\ v" 3 0
Q C •ao ; n
x
5) US �W��
W 2, -v N
W -0 i- �
We 2a-�
'A -a) U W A
U a) 0 � N
Oc°6°`Z�c
cr O'> Xaa
m0U�aO�
v
W
00
4- W
U
z 0 �
W U<1 U)
Q U X Q
W
VJ �U)
W yQQ�
o _Jz
mw=
D
> D O
z DU) Q
� 0 LL_ <
O 0 �
LLJ Q
z 0 `)
Q NW
U LL
0
Q
Revisions Date
1
2
3
4
5
6
7
8
9
Issue Dates:
Scale: 1"=40'
Drawn By. DJR
F
Designed By: JAR
u
Sh eet
I
C,
C
°
O
CO2
Project No. C19023
c
1,