Item 7B - PlansBALLA C. WRIGHT
DOC. NO. D218204717
9§P 6GUY D.R.T.C.T. I BALLA C. WRIGHT �■ \
OU DOC. NO. D218281862 ! \
8' HEIGHT WROUGHT IRON
FENCE WITH PR/LACY 5L4 TS '
1147.37 — I
N89°39 02 E _
REF IO ARCH PLANS _ -- —
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BUILDING IRUCIURAL
.LLLLLL HC .7I 1
l--I"I'•I••fT
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o► u PROPOSED PORCH WITH j- *... R.:-LL W a :I. II. ! WHEELSTOPS 1
T'► nJi ► 1 PROPERTY LINE w' /3. ASTRATK Bi�� �`IIANG r . �O L,'L�L a I
-LLLLLL
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S:. 7p [yi •/gyp LLLLLL
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:....
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6 CON[ ;Y COVERED COURT YARD .�` r ! ..t..:..;•: 1 I:. FH ARCH PLAINS
u ►' 1 71� PO4ARY CONSTRUCTION ELECTRIC IRANFORMER +►�30' R 30�-10'.R
n
u r I 184 HYDRANT METER.: P1CKIfi'. 1 . vi 1'
u 1 RECYCLING DUMPSIER _L I, I
n ► ► - "H 5 t�ONC w%8' CAIU ENaoSURE � i. : y!(.
► ► I 1 / / 04ERGLWCY GENERATOR
1 I I -
I ► ► " I— —
LJ
B4Y f. > I'
S89°26' 23"W, 592.30' •
8 HEIGHT WROUGHT IRONJ
C� crw�n� RETAINING WALL FENCE WITH PRIVACY SLATS I �I.. MAXnio9r 2r2'
i
i
LANDSCAPE REQUIREMENTSUMMARY
BUFFERYARDS
LOCATION REOUIRED
PROVIDED
NORTH - REOUIREF
PROVIVEF
EAST- REOUIREF
NOT REQUIRED PROVIFEF
SOUTH-
REOUIREF
NOT REQUIRED
PROVIVEF
VVEST- BRU141LOW
REQUIRED
AVE.
PROVIDED
1111TERIOR LANDSCAPE
BUILDINGS SO. FT.
Admin. B+iil+ling
'18 ,124
Ser.„ice Bays
.14192
Tiaiikiiii+a Towei
6684
19.200
IREOUIREF
PROVIVEF
FLOW AWA- 16,976 SFx
(REF TO ARCH PLANS)
I EY.QH. STAnON II N+A
(4:�?A ) . I_.. FHA I'
15' SANITARY
SENfR L 1 :.. ' HM 4H WALL CONCRETE BIN
EASEMENT I I: L BLOCKS !REF TO ARCH I
PLANS) ( x
TRACT 3
BRUMLOW INDUSTRIAL DISTRICT 8'H06HTWR000HTIRON \ I
FENCE WITH PRIVACY SLAIS��
VOL. 388-127, PG. 89
TO ARCH PLANS) (R
P . R . T. C. T. EF I I x \\
!� I I :'.::.: + PR�OWD 100 YEAR00
�®
FLOOD LINE
TRACT 2 \ Lv
i..
BRUMLOW INDUSTRIAL DISTRICT APPROXEX/SING100,
VOL. 388-127, PG. 89 — I YEAR FLOODPLAIN \ 1
P. R. T. C. T. 40' PIPELINE EASEMENT �. HE CITY OF UTHLAKE 8 CHA/NUNA FENCE
VOL. 7160, PG. 2341-- I FH /
D.R.T.G.T. `.: '' INST. D.R T20 33845
BUILDING
\ I
RREZAN£ PER I \
ay
N arr coDE
LEI-UNTH BUFFERYARP BUFFERYARP CANOPY TREES ACCENT TREES SHRUBS FENCE: SCREENING � STA/NLESS SIEFL / \ I x I'
LINEAR FEE TYPE WIFTH FEET HEIGHT & MATERIAL I g � BOLLARDS 3 EA pOAD \ I I
OTY (1 1100 LF OTY (2 1100 LF) OTY {8 : 100 LF} WROUGHT IRON FENCE I o� W W I W STA1'l
1.147 SIVE YARF 5 11 23 92 WITH PRAVCY SLATS
(effARCH FCAws)
1.147 5A 5 11 23 92 HEIGHT 8 FEET
I o PWiD TRAl1�IK3
r�
OT NOT NOT I Z � � I
NOT REQUIRED NOT REQUIRED NOT REQUIRED NOT REQURED
REOUIREF REQUIRED REOUIRECI I I '.AOWAREiEPMl'Ei V \ ARFA
I
_ I I
NOT NOT NOT NOT REOUIRECI NOT REQUIRECI NOT REQUIRECI NOT REQURECI I I / I _
RE+ LIIRE[I REOUIRECI REOUIRECI I I / fZ PLAPRIN P
S EME7
-1 : l00 LF} 100 LF 100 LF I i
r!
k it
i C
tnp
i (
GRAPHIC SCALE
50 0 25 50 100
GRAPHIC SCALE: 1" = 50'
LEGEND
® 1
0 PARKING COUNT
I
FLEXBASE
■
I ff CONCRETE PAVEMENT
I
I
I
LLLLLL PERVIOUS PAVING
LLLLLL
s \1
FIRE LANE
I
LANDSCAPE AREA
I
PROPOSED FIRE LNE STRIPING
PROPOSED POLE LIGHT
b I
\
SITE DATA SUMMARY CHART
EXISTINGZONING
I
LAND USE DESIGNATION
GROSS/NET ACREAGE
NUMBER OF PROPOSED LOTS
PERCENTAGE OF SITE COVERAGE
AREA OF OPEN SPACE
PERCENTAGE OF OPEN SPACE
AREAS OF IMPERVIOUS COVERAGE
1
PERCENTAGE OF IMPERVIOUS COVERAGE
i
BUILDING AREA (FOOTPRINT IN SF)
ADMIN. BLDG.
SERVICE BAY BLDG.
PUBLIC SAFETY TRAINING TOWER
NNW 199 STREET -TYPE 10 2 16 NOT REQUIRE[« TOTAL
'199 '10E '10 2 4 16 NUMBER OF STORIES
I C4 ADMIN. BLDG
xo�SERVICE BAY BLDG
LAN CIS CAPE AREA % OF AREA IN FRONT OR SIDE CANOPY TREES ACCENT TREES SHRUBS GROUND COVER SEASONAL COLOR I -� rMww71 IKUY inraw . /// Y NUI3LIC ')AFL I Y I RAINING I UWLR
SO. FT.
11,760
263,516
8,82C
17,695
- - - _ - _, — - _ - - - -�cwr; - - - - -J _ 1
o 1RAINBOW� I I I=zzzz�s- �o====zzz=====__----_---________________�—�F-
Q AVTL#E ACCE&9 fiOAD U J J
(n J
(Q � J I ______________ ______------ ------ __________�
1 m =_
N89°52'19"W, 516.76' UP CV*
z ,•� NUSTAR LOGISTICS, L.P.
\
w —
,SITE DOC. NO. D208041261
o �\�A D.R.T.C.T. , \I
G
OWNER:
M�s�PNG CITY OF SOUTHLAKE
SITE PLAN 1400 MAIN STREET, SUITE 310
C 5� CRESTIAVEN SOUTHLAKE, TEXAS 76092
w
—
I RIDGEVOOD
r 'z PQF
�
—
kARVEST HILL I ■
COY
�
mROOK:SHIRE
I -
a
I SOUTH RIDGE
STONE
CREEK
COLUMBINE
z
Q
o ANYON 0�
a
WENTWOOD w J
:AIN
OLDMILL RUN
<bAKFORR =ST �
RI
w w
J > �
1 1
� I n I rrnlioL�i n L
VICINITY MAP
1 " = 1500'
FOR
SOUTHLAKE MUNICIPAL SERVICE CENTER
CITY OF SOUTHLAKE
CITY OF SOUTHLAKE, TEXAS
TARRANT COUNTY
BROCK ADDITION
LOT 1 R
TOTAL ACREAGE: 12.938
ZONED: EXISTING AG - AGRICULTURAL
PROPOSED-SP-2
INTENDED USE: INDUSTRIAL
APPLICANT:
RPGA DESIGN GROUP
101 S JENNINGS AVE, SUITE 100
FORT WORTH, TEXAS 76104
DATE PREPARED:
MARCH 2O24
TOTAL
REQUIRED PARKING
PROVIDED PARKING
STANDARD
HANDICAP
TOTAL
AREA OF OUTSIDE STORAGE (SF)
PERCENTAGE OF OUTSIDE STORAGE
PREPARED BY:
TEAGUE NALL & PERKINS, INC.
3200 S. INTERSTATE 35E, SUITE 1 129
DENTON, TEXAS 76210
940.383.4177
CONTACT: SCOTT A. GIBSON, P.E.
CITY CASE NO:
ZA24-0010
EXISTING I PROPOSED
AG SP-2
INDUSTRIAL
12.938 12.2122
1 1
7.4%
263865
43.7%
299714
56.3%
18,124
14,392
6,684
39,200
2
1
4
48'-0"
25'-2"
39'-0"
21,265
16,976
7,308
45,549
N/A
119
N/A
122
N/A
115
N/A
7
N/A
122
0
8,981
0%
1.7%
This document is for
interim review and is not
intended for construction,
bidding or permit
purposes.
SCOTT A. GIBSON • P.E.
Date:APRIL 1, 2024
Tx. Reg. # 89290
DRAWN W. MAR
W. SAG
DATA 04/01 /24
1691JED FORPEW.
1861JE FOR PNGNQ:
��tr�p■iilia
QZ
6
(9011,
01
am z
n..
CRY CASE NO.
ZA24-0010
SITE PLAN
lIHTN0.
TNP PROJECT NO. RPA21070 — Cl O 1
TNP TBPE REGISTRATION NO. F-230
u
I I
I
ARN
1 B ALL I C. WR GH T
I DO NC. D21 04717
/ q.R.T.CZ.
/ 1
1 I RETAINING
I WALL/MAS NRY
GRADING NOTES:
1. THE GRADING OF THE DIFFERENT AREAS SHOWN ON THE SITE SHALL
BE COMPACTED IN STRICT ACCORDANCE WITH THE SPECIFICATIONS
WHICH SHALL BE CONSIDERED AS PART OF THESE DRAWINGS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING TO THE
SUBGRADE OF ALL PAVED AREAS TO ALLOW FOR THE PAVEMENT
SECTIONS. CONTRACTOR SHALL GRADE AND COMPACT ALL AREAS
UNDER PAVEMENT TO ALLOW FOR THE RESPECTIVE PAVING SECTIONS
AND SHALL MAINTAIN THESE FINISHED GRADES AS SHOWN UNTIL FINAL
ACCEPTANCE.
3. CONTRACTOR IS REQUIRED TO INSTALL AND MAINTAIN EROSION
CONTROL AT ALL TIMES THROUGHOUT THE PROJECT.
4. THE SPREADING AND COMPACTION OF ANY WASTE OR EXCESS
MATERIAL NOT SUITABLE FOR FILLING, SUCH AS LARGE ROCK,
CONCRETE, TREES, TRASH AND VEGETATION, SHALL BE DISPOSED
OFFSITE AT THE CONTRACTOR'S EXPENSE ONLY IN THOSE AREAS
APPROVED FOR DISPOSING OF WASTE MATERIAL. THE CONTRACTOR
SHALL NOT DISPOSE OF ANY WASTE MATERIAL ON ADJACENT
PROPERTY OWNER'S OR OTHER AREAS WHICH ARE NOT LEGALLY
ACCEPTED BY THE CITY. NO BURNING OF ANY MATERIAL AT ANY
TIME SHALL BE ALLOWED ON THIS SITE UNLESS PERMITTED BY CITY
ORDINANCES.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL
SAFETY LAWS IN ACCORDANCE WITH THE CITY, STATE AND FEDERAL
LAWS WHICH GOVERN CONSTRUCTION.
6. ALL AREAS TO BE FILLED SHALL BE FILLED IN STRICT ACCORDANCE
WITH THE SPECIFICATIONS. ALL VEGETATION, TREES, ROCKS AND
OBJECTIONABLE MATERIALS SHALL BE REMOVED BY THE CONTRACTOR
FROM THE SURFACE OF WHICH THE FILL IS PLACED. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND
COMPACT THE FILL IN STRICT ACCORDANCE WITH THE SPECIFICATIONS
FOR THIS PROJECT.
7. ALL DRIVE, PARKING AREAS, CUT AND FILL SLOPES, BUILDING PADS
AND OPEN SPACE AREAS SHALL BE TRIMMED AND COMPACTED TO THE
FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM
CROSS -SECTIONS. THE SLOPES OF ALL EXCAVATIONS AND
EMBANKMENTS SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION.
ALL STONES, ROOTS, TREES, AND OTHER WASTE MATERIAL SHALL BE
REMOVED AND DISPOSED OFF SITE. ALL VOIDS SHALL BE FILLED AND
ANY SOFT SPOTS OCCURRING ON THIS SITE SHALL BE RECOMPACTED
PER THE SPECIFICATIONS. VERIFY ALL GRADES TO AVOID PONDING OF
WATER.
/ 9 -
/ I BA A C. WRIGHT
/ I D NO. D218281862
N89°39'02"E, 1147.37'� �jd(ng'1 R. T. C. T.
`LUAUMG AKkA
TRACT 3
BRUMLOW INDUSTRIAL DISTRICT
VOL. 388-127, PG. 89
P.R.T.C.T.
TRACT 2
BRUMLOW INDUSTRIAL DISTRICT
VOL. 388-127, PG. 89
P.R.T.C.T.
8. NO ADJUSTMENT OF GRADES WILL BE PERMITTED TO ANY STRUCTURES,
PAVEMENT OR WALK SURFACES. SHOULD THE CONTRACTOR
DETERMINE THERE IS A DEFICIENCY OF MATERIAL, THEN ALLOWANCE
WILL MADE IN THE CONTRACT TO IMPORT A CLEAN MATERIAL SUITABLE
FOR FILLING. THE OWNER'S LABORATORY WILL BE ALLOWED TO TEST
AND INSPECT THE BORROW SITE PRIOR TO BEGINNING HIS FILLING
OPERATIONS. EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED
OFFSITE AS REQUIRED.
9. THERE ARE TREES AND BRUSH WITHIN THE LIMITS OF THIS SITE. THE
CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXACT SCOPE
OF WORK. THE CONTRACTOR SHALL REMOVE ALL BRUSH, TREES AND
VEGETATION FROM THE LIMITS OF THE PROPOSED IMPROVEMENTS. ALL
TREES OUTSIDE THE LIMITS OF CONSTRUCTION SHALL REMAIN UNLESS
NOTED ON THE PLANS TO BE REMOVED OR APPROVED BY THE OWNER.
EXISTING TREES TO REMAIN SHALL BE PROTECTED DURING
CONSTRUCTION.
10. REFERENCE LANDSCAPE PLANS FOR LIMITS OF LANDSCAPING AND
SEEDING/SODDING. IN THE EVENT AN AREA IS DISTURBED DUE TO
CONSTRUCTION OR GRADING AND IS NOT CALLED OUT FOR TREATMENT
UNDER THE LANDSCAPE PLAN, THEN THE MINIMUM REQUIRED
TREATMENT SHALL BE HYDRO MULCH SEEDING. IN SOME INSTANCES
THE PLANS WILL REQUIRE BLOCK SODDING TO STABILIZE SLOPES.
11. ALL WALKS SHALL NOT EXCEED THE MAXIMUM SLOPES ALLOWED BY
THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE MAXIMUM CROSS
SLOPE IS 2% AND THE MAXIMUM DIRECTIONAL SLOPE IS 5%.
12. ALL SPOT GRADES ARE FOR PROPOSED EDGE OF PAVEMENT OR
GUTTER ELEVATIONS, UNLESS INDICATED OTHERWISE.
13. EXISTING DEPRESSED AREA, WHICH HOLDS SURFACE WATER, SHALL BE
PUMPED DRY. EXISTING SOGGY MATERIALS SHALL BE EXCAVATED AND
REMOVED UNTIL A STABILE DRY MATERIAL IS AVAILABLE. THIS
EXPOSED MATERIAL SHALL BE COMPACTED TO 95% STD PROCTOR. ON
SITE MATERIAL SHALL BE PLACED IN 8" MAX LIFTS AND COMPACTED
TO MAX 95% STD PROCTOR AT OPTIMUM MOISTURE CONTENT.
I
50 00.
-J�,
1.0% 1
�o
I I
I
wIts O ' 4IIAIN LEVEL FF=600.50
1 I-
/ 29 FOR 5
OUTSIDE OF OF I
BUILDING
99.4o S
g91i� s SERVICE
39 0
t.ox
BA Y
BUWM 9 d
C I � - -
MAIN LEVEL FF=599.50 I �j ASTER 9
I • . � I 1 `p`�I
FF
9� /
�• 98.62 - � B?p - 4. R I -c F¢9.
_2% FOR 5 FT
1 I OUTSIDE OF 96 - - -
- - - - -
BUILDING -
98,g2RIDGE I - 1
98.23'
/MAIN LEVEL FF=59B.50
9850
1 -
�,.Ln _ Irr
• 74/ 9j I I 'oR 1 40 _97.47
0�' a 2.0%
40' PIPELINE EASEMENT • I ^ /
VOL, 7160, PG. 234
D.R.T.C.T. I� �� • h�
9 I
r1i
1n F 1� l
FEEL
/ �1.0$
1 97.55 --9�1RlDGE - - FELL STA • 1
rn
1 M 40:" I� 1h 1.0%
l o 97
7-9 94
\❑
1 v • I�
1 I 1 9p� Rl---------fl- --POLE BA 9,
FF=597.00
rl_ Rill
SERVICE YARD ili
I
I I x
59 I.
1 � 9
I I 1.Gz 1.Gz
59
I I Ij to MAT, LBi
RIDGE '� \
-
------- - - ---- --- - ----r
_ _. _�------ - - zz z - z z
-FUME ACCESS R
-
--- - - - -- -_ -_ -------------------�___-___-_
N89'52'19"W, 516.76'
I
NUSTAR LOGISTICS, L.P.
DOC. NO. D208041261
D.R.T.C.T.
GRADING PLAN
1
/
II
I
I
N / /03
00
t i
C
tnp
.1
GRAPHIC SCALE
50 0
25 50 100
GRAPHIC SCALE: 1" = 50'
LEGEND
(79*20)
EXISTING SPOT ELEVATION
79.20
PROPOSED SPOT ELEVATION
5�
PROPOSED PERCENT OF GRADE
-->-
PROPOSED CONTOUR
- - - -
GRADE BREAK/RIDGE LINE
- - - - -
PROPOSED SWALE LINE
- -7/- -
PROPOSED DAYLIGHT LINE
5.1
PROPOSED SLOPE RATIO
X 79.20
EXISTING SPOT GRADE
633
EXISTING CONTOURS
POND NOTE:
1. POND PROVIDED FOR AESTHETIC PURPOSES
ONLY. DETENTIONING IS NOT REQUIRED BASED
ON FLOOD STUDY AND TIMING STUDY FOR THE
SITE.
2. CONTRACTOR SHALL PROVIDE A 24" CLAY LINER
AT THE BOTTOM AND SIDES OF THE POND TO
MINIMIZE SEEPAGE. THE CLAY MATERIAL USED
SHALL AVE A MINIMUM PI OF 25. CLAY SHALL
BE PLACED IN 6-INCH LIFTS AND COMPACTED
TO A MINIMUM OF 98% OF THE MAXIMUM
DENSITY AS ETERMINED BY ASTM D 698
(STANDARD PROCTOR) TO AT LEAST +3
PERCENTAGE POINTS OF ITS OPTIMUM MOISTURE
CONTENT.
This document is for
interim review and is not
intended for construction,
bidding or permit
purposes.
SCOTT A. GIBSON , P.E.
Date:APRIL 1, 2024
Tx. Reg. # 89290
® ORIIIAM 6Y: MAR
O��CI®0Y: SAG
DATE 04MI24
16SUED FOR FENW..
INllE FOR Pi;lrCllL�
f• I 011CIP001 I Dft
TNP PROJECT NO. RPA21070 -
TNP TBPE REGISTRATION NO. F-230
i
anaaeaMa
ZA24-0010
GRADING PLAN
alMlp.
Cl e02
u
u
J
6
/ / I
I �
ARN
/ rr rh I
nIN
cv ON -ST RY
RE IDEN E /
I I
ARN I
/ 1 I
�S I
\, I /
r - t
\ y 1 o o /
1 / o
1 o
I / , o
/ E -A3 c
/ / I 3 29Ac
/ I
L�07 1
I\
L2
Existing Drainage Area Calculations
Site Data
1
Dr
Drainage
Area
Acres
C
I
Q
Point
(min)
C f
C
(in/hr)
(cfs)
Ex -Al
0.25
0.50
10
1.00
0.50
3.89
0.5
Ex-A2
0.07
0.30
10
1.00
0.30
3.89
0.1
Ex-A3
3.29
0.30
10
1.00
0.30
3.89
3.8
A
Ex-A4
7.23
0.80
10
1.00
0.80
3.89
22.5
Ex-A5
7.67
0.30
10
1.00
0.30
3.89
9.0
Total A
18.51
35.9
The information on'C' Factor and Rainfall
Intensity were
based on CFW iSWM Manual & iSWM Hydrology Manual
Storm Event (year)
25
STING DRAINAGE AREA
® DRAWN W. MAR
q p Dr. SAG
DATE 04/01 /24
� FIOR PEANYI:
C
tnp
r
GRAPHIC SCALE
50 0 25 50 100
GRAPHIC SCALE: 1" = 50'
LEGEND
FLOW ARROWS
DRAINAGE AREAS
DRAINAGE AREA
ACREAGE
EXISTING DRAINAGE DIVIDES
CD
I
/I
I
I
This document is for
interim review and is not
?
intended for construction,
bidding or permit
purposes.
SCOTT A. GIBSON P.E.
,
O7
Date:APRIL 1, 2024
b
r
Tx. Reg. # 89290
TNP PROJECT NO. RPA21070 -
TNP TBPE REGISTRATION NO. F-230
i
FOR PIDCN�
IIM1011111 C
NiL1 [kft
® s��fii�anl��alr.�ln
11r�■����li■i�wf�
dliiif �Ml�■If�IR lillla
anaaeeMa
ZA24-0010
SHOUooaWIion
EXISTING DRAINAGE
AREA
e1MM
C1.03
u
Proposed Drainage Area Calculations
I
ARN /
I I
�/ _.► n _
b ON -ST RY
OS-1 i RE IDEN E
0°30Ac I
r
GRAPHIC SCALE
50 0 25 50 100
GRAPHIC SCALE: 1" = 50'
LEGEND
FLOW ARROWS
DRAINAGE AREAS
A-7 DRAINAGE AREA
0.05 ACREAGE
■ M M ■ PROPOSED DRAINAGE DIVIDES
1.soAc I �
y I -
I I .
I
Ii1• Ii1• Ii1• Ii1• It• fi• fi• � Ii1• � it! it® fi• Ii1• Ii1• f� � � it• Ii1• it• � � fi• f� Ii1• � fi• � I
1 I
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I� I
I
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�I
tI
Ii1• Ii1• Ii1• Ii1• Ii1• Ii1• Ii1• Ii1• Ii1• Ii1• Ii1• Ii1• Ii1• Ii1• Ii1• Ii1• I7• Ii1• I7• Ii1• it• it• Ii1• Ii1• I7•
OS-4
0.59Ac
Site Data
1
Drainage Area Acres C T`
Point (min) Cf C I Q
(in/hr) (cfs)
A-1 0.67 0.90 10 1.00 0.90 3.89 2.3
A 2 1.08 0.90 10 1.00 0.90 3.89 3.8
A-3 0.59 0.90 10 1.00 0.90 3.89 2.1
A 4 0.25 0.90 10 1.00 0.90 3.89 0.9
A-5 0.48 0.60 10 1.00 0.60 3.89 1.1
A 6 0.21 0.30 10 1.00 0.30 3.89 0.2
A I A-7 0.56 0.30 10 1.00 0.30 3.89 0.7
A 8 0.29 0.90 10 1.00 0.90 3.89 1.0
A-9 0.20 0.90 10 1.00 0.90 3.89 0.7
A 10 0.15 0.90 10 1.00 0.90 3.89 0.5
OS-2 1.60 0.80 10 1.00 0.80 3.89 5.0
OS-3 5.12 0.80 10 1.00 0.80 3.89 15.9
Total A 11.20 34.3
B-1 0.10 0.30 10 1.00 0.30 3.89 0.1
B I B-2 0.44 0.90 10 1.00 0.90 3.89 1.5
Total B 0.54 1.7
C-1 0.60 0.30 10 1.00 0.30 3.89 0.7
C C-2 0.20 0.30 10 1.00 0.30 3.89 0.2
Total C 0.80 0.9
D-1 1.05 0.90 10 1.00 0.90 3.89 3.7
D-2 0.43 0.90 10 1.00 0.90 3.89 1.5
D I D-3 0.61 0.90 10 1.00 0.90 3.89 2.1
D-4 1.04 0.90 10 1.00 0.90 3.89 3.6
Total D 3.13 11.0
E-1 0.49 0.90 10 1.00 0.90 3.89 1.7
E-2 0.12 0.90 10 1.00 0.90 3.89 0.4
E
E-3 0.52 0.90 10 1.00 0.90 3.89 1.8
Total E 1.13 4.0
F-1 0.63 0.90 10 1.00 0.90 3.89 2.2
F I OS-4 0.59 0.80 10 1.00 0.80 3.89 1.8
Total F 1.22 4.0
The information on'C' Factor and Rainfall Intensity were based on CFW iSWM Manual & iSWM Hydrology Manual
I /
E-1
0.49Ac
I
/ A 0),
� I
r---\y-----may
Lz'),' ------ ( ------------------- 0 -----------
DRAINAGE AREA MAP~
d
U3
Storm Event (year)
25
100
Cf
C
Q
Cf
C
I
Q
SAG
(in/hr)
(cfs)
(in/hr)
(cfs)
1.00
0.90
7.78
4.7
1.00
0.90
9.76
5.9
DATE 0"1/24
1.00
0.90
7.78
7.6
1.00
0.90
9.76
9.5
FM POMP.
1.00
0.90
7.78
4.1
1.00
0.90
9.76
5.2
1.00
0.90
7.78
1.S
1.00
0.90
9.76
2.2
1.00
0.60
7.78
2.2
1.00
0.60
9.76
2.8
�FMF
1.00
0.30
7.78
0.5
1.00
0.30
9.76
0.6
1.00
0.30
7.78
1.3
1.00
0.30
9.76
1.6
1.00
0.90
7.78
2.0
1.00
0.90
9.76
2.5
1.00
0.90
7,78
1.4
1.00
0.90
9.76
1.8
Nix InjIn Ipmcn I ods
1.00
0.90
7.78
1.1
1.00
0.90
9.76
1.3
1.00
0.80
7.78
10.0
1.00
0.80
9.76
12.5
1.00
0.80
7.78
31.9
1.00
0.80
9.76
40.0
68.5
85.9
1.00
0.30
7.78
0.2
1.00
0.30
9.76
0.3
1.00
0.90
7.78
3.1
1.00
0.90
9.76
3.9
3.3
4.2
1.00
0.30
7.78
1.4
1.00
0.30
9.76
1.8
1.00
0.30
7.78
0.5
1.00
0.30
9.76
0.6
1.9
2.3
1.00
0.90
7.78
7.4
1.00
0.90
9.76
9.2
'
1.00
0.90
7.78
3.0
1.00
0.90
9.76
3.8
1.00
0.90
7.78
4.3
1.00
0.90
9.76
5.4
1.00
0.90
7.78
7.3
1.00
0.90
9.76
9.1
Ili�lilyM�■I�IR�
dN�
21.9
27.5
1.00
0.90
7.78
3.4
1.00
0.90
9.76
4.3
1.00
0.90
7.78
0.8
1.00
0.90
9.76
1.1
1.00
0.90
7,78
3.6
1.00
0.90
9.76
4.6
7.9
9.9
1.00
0.90
7,78
4.4
1.00
0.90
9.76
5.5
•
� ■
1.00
0.80
7.78
3.7
1.00
0.80
9.76
4.6
8.1
10.1
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v
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This document is for
interim review and is not
intended for construction,
bidding or permit
purposes.
SCOTT A. GIBSON . P.E.
Date:APRIL 1, 2024
Tx. Reg. # 89290
ORYQAIE NIM
ZA24-0010
SHOU 0�� I =
DRAINAGE AREA MAP
SHMM
C1.04
0
n
TNP PROJECT NO. RPA21070 -
TNP TBPE REGISTRATION NO. F-230
i
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1 I /
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1
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BRUMLOW INDUSTRIAL DISTRICT I I I I
VOL. 388-127, PG. 89 I I os �� 1 c l
P.R.T.C.T. 1 [ 0: / -P. = ��
DRAINAGE NOTES: II
1. ALL DIMENSIONS ARE TO FACE OF BUILDING.
2. SANITARY SEWER AND STORM LINE CROSSINGS ARE
INDICATED ON THE UTILITY PLAN.
3. REFER TO THE GRADING PLAN FOR THE FINISH FLOOR
ELEVATIONS AND THE PERIMETER GRADES.
4. ALL STORM DRAIN LINES ARE TO BE HDPE/RCP UNLESS
OTHERWISE NOTED.
5. REFER TO THE ARCHITECTS' PLANS FOR THE EXACT
LOCATIONS OF THE DOWN SPOUTS. REFER TO THE MEP
PLANS FOR THE EXACT LOCATIONS OF THE ROOF DRAINS.
6. CONTRACTOR SHALL UTILIZE NECESSARY MEASURES,
INCLUDING TEMPORARY PUMPING IN THE ORDER TO DRAIN
STORM WATER OFFSITE UNTIL THE PUBLIC DRAINAGE
IMPROVEMENTS ARE INSTALLED AND OPERATIONAL.
TRACT 2
BRUMLOW INDUSTRIAL DISTRICT
VOL. 388-127, PG. 89
P.R.T.C.T.
-0o
art' aPA>F \ j
I\ JGAS 18 'r;P/
I U `4k4' W #W \
40' PIPELINE EASEMENT [ I I I M � • �J / 1
VOL. 7160, PG. 234 FH
D.R.T.CCT. _ II • •
I 36" RCP\ 36" RC / r4' SO SDMH •
� 1 I - / h HEADWALL
/ 14 4' GRAZE 18" RCP
Ln � INLET
1 31 I I INLET
GRAZE I PON \
—,�0 II , FUEL S TA I \
101 GAS 1
/ I
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aunt
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\ I ; --4 o
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GAS
1 I! TE lAL
_ _ _ _ _ _ - -
—_� ',
N89'52'19"W, 516.76' UP
I
NUSTAR LOGISTICS, L.P.
DRAINAGE SPECIFICATIONS
1. HDPE SHALL BE HEAVY WALL MEETING THE REQUIREMENTS
OF AASHTO M294 AND ASTM F477. HDPE SHALL BE ADS
N-12 OR EQUAL, CORRUGATED EXTERIOR W/SMOOTH LINED
INTERIOR.
2. ALL PIPE, COUPLINGS, TEES, & BENDS SHALL BE HDPE
WATERTIGHT SEWER GRADE GASKETED FITTINGS.
FLOWLINES OF DOWNSPOUTS ARE 2 FEET BELOW FINISH FLOOR.
DS CONNECT TO SD MAIN LINE WITH 6" HDPE & MIN. 0.50% SLOPE.
CONNECT DOWNSPOUTS WITH PRE -MANUFACTURED FITTINGS.
(REF ARCH PLANS FOR LOCATIONS)
DOC. N0. D208041261
D.R.T.C.T.
STORM DRAIN PLAN
® ORAWN EY: MAR
SAG
DATE: 0M01 /24
IS6lE:D FOR POMP.
C
tnp
GRAPHIC SCALE
50 0 25 50 100
GRAPHIC SCALE: 1" = 50'
This document is for
interim review and is not
intended for construction,
bidding or permit
purposes.
SCOTT A. GIBSON . P.E.
Date:APRIL 1, 2024
Tx. Reg. # 89290
TNP PROJECT NO. RPA21070 —
TNP TBPE REGISTRATION NO. F-230
i
FOR PIECNOr
�vieK�Ne:
No. j DNM
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qp �• SAG
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DO 13�LN C�. D2WR104717 // \ GAS 11
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------ -/ TED I I / D'.R.T.C. . / I 1 BA LA C. WRIGHT j \
R I / D . NO. D218281862
III I I / I N89_39'02"E, 1147.37' R. T. C. T. — — r ._ — _r 1��
' I—L—�---- — — — — — — -- -- — -- — --- — ------ 6'Fl SER WITH RREWTRSERNCEWIIH
OF
MON— O S G tI,l OQ ATER METER & DOUBLE ASSEMBLY ASSEMBLY WATER MWETER DROU
1 p `LD CK DETECTOR DOUBLE CHECK DETECTOR •
I \ CHECK ASSEMBLY I CHECK A
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"G 2' IRR SRNEM & MEER LOADING AREA
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II I II I DOUBLE CHECK DETECTOR
to � 11 � � m
I \.
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I I I � W111� AI.LA�DS•
TRACT 3 I \ I
BRUMLOW INDUSTRIAL DISTRICT 15'SANSEW
EASEMENT
VOL. 388-127, PG. 89
I 8' SAN SEW SERVICE 1 -4' DIA SSWH (TYP) a \
P.R.T.C.T. I
\ III
TRACT 2 �I JGAS
BRUMLOW INDUSTRIAL DISTRICT
I
VOL. 388-127, PG. 89
P.R.T.C.T.EASEMENT_I I /
40' PIPELINE I I I � ' ( �
VOL. 7160, PG. 2341 h
D.R.T.C.T. n h /
SANITARY SEWER NOTES. I i " '�( uB Ic
• WATER NOTES: � �� j I' s "�'� �
SS WH (7)09,
1. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL UNCOVER 1. ALL 8" WATERLINES (PUBLIC) SHALL BE PVC C-900 (SDR-18). 2" Li I� i R (H) 4' SAN SEW SERWCE 4'DIASsiII
EXISTING SANITARY SEWER SERVICE AND PROVIDE ENGINEER WITH SIZE, WATERLINE (DOM) SHALL BE POLY (SDR9) C901. I � "4' plA Sxl/H ( ) FUEL
LOCATION AND ELEVATION OF EXISTING SEWER SERVICE BEFORE 8' SAN SEW SERVICE\ I 'o o,
PROCEEDING WITH CONSTRUCTION. 2. CONTRACTOR TO VERIFY THE LOCATION OF EXISTING WATER LINES
PRIOR TO CONSTRUCTION. I l S TA
2. THE CITY RESERVES THE RIGHT TO TV INSPECT THE SEWER PIPE. I o iGAs / 5g7 /\ 5g
3. INSTALL ALL VALVES IN BOXES WITH RIMS FOR ACCESS AND
3. THE SEWER PIPE WILL BE TESTED TO 5 PSI FOR 10 MINUTES WITH NO OPERATION
PRESSURE LOSS.
4. THRUST BLOCKS SHALL BE PROVIDED ON ALL FITTINGS, BENDS AND I �: / 59 �❑
4. CONTRACTOR SHALL UTILIZE NECESSARY MEASURES INCLUDING DEFLECTIONS.
TEMPORARY PUMPING AND COLLECTION UNTIL THE PUBLIC SEWER \ I r
IMPROVEMENTS ARE INSTALLED & OPERATIONAL. 5. ALL DUCTILE IRON FITTINGS SHALL BE WRAPPED WITH MINIMUM 8 MILS
POLYETHYLENE. I I POL
5. PROVIDE TRAFFIC CONTROL, BACKFILL EMBEDMENT, PAVEMENT REPAIR
AND OTHER INSTALLATION REQUIREMENTS PER CITIES STANDARDS. 6. FIRE AND DOMESTIC WATERLINES SHALL BE INSTALLED BY A UTILITY I I I I BARN
CONTRACTOR PRE -QUALIFIED WITH THE CITY.
6. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND ELEVATION
OF ALL UTILITIES PRIOR TO CONSTRUCTION. 7. PROVIDE TRAFFIC CONTROL, FLOWABLE FILL BACKFILL, PAVEMENT
REPAIR AND OTHER INSTALLATION REQUIREMENTS PER CITIES I N � I N /
7. THE CONTRACTOR SHALL CONSTRUCT THE PROPOSED WORK UTILIZING STANDARDS. I� m II o, 59
A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL ENGINEER 0 I SE ICE
FOR THIS PROJECT. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH 8. IN THE EVENT A STREET IS TO BE CLOSED AND/OR TRAFFIC IS TO BE
SAFETY. REROUTED DURING CONSTRUCTION OF THE PROJECT, THE CONTRACTOR I
WILL HAVE THE SOLE RESPONSIBILITY OF SUBMITTING A TRAFFIC z� s9� YA 96 59
8. CONTRACTOR SHALL VERIFY THAT ALL CONNECTIONS TO THE SANITARY CONTROL PLAN DIRECTLY TO THE CITY TRAFFIC ENGINEER FOR
` �Ih
SEWER SYSTEM ARE FOR SANITARY SEWER ONLY. APPROVAL.
I � � GAS '
9. CONTRACTOR SHALL INSTALL SDR-26 (150 PSI) PIPE AT LOCATIONS 9. CONTRACTOR TO COORDINATE WITH THE CITY, IMPROVEMENTS WITHIN I III I MA MRIAL
WHERE PROPOSED SEWER SERVICES CROSS EXISTING OR PROPOSED THE PUBLIC R.O.W. CITY TO CONSTRUCT ALL PUBLIC TAPS, LINES AND I II 1\
WATER LINES, EXCEPT WHERE OTHERWISE AUTHORIZED BY ENGINEER. METERS. I I \
>
10. CONNECTION TO THE SANITARY SEWER LATERAL SHALL BE 5 FROM
FACE OF THE PROPOSED BUILDING. REFER TO THE MEP PLANS FOR I - - ='�� -� - ----_--1-=----- - - - - - - - - - - - --
THE CONTINUATION OF THE SANITARY SEWER LATERAL UNDER THE I = _- �� - - - - - - - - - - - - = = = - ==------- - -_- ------ =] _
BUILDING AND FOR THE CONNECTION TO THE EXISTING LINE. UTILITY NOTE: I (7W) y
oanm r uvr-ur r•�
llflt
11. CONTRACTOR SHALL ADJUST EXISTING CLEANOUTS AND SSMH RIMS TO THE UTILITIES SHOWN ON THE PLANS WERE COMPILED FROM VARIOUS ���T�/ I I\ SS RE A D 4' DlA SSMH (TYP) _
MATCH PROPOSED GRADES. SOURCES AND ARE INTENDED TO SHOW THE GENERAL EXISTENCE AND S
LOCATION OF UTILITIES IN THE AREA OF CONSTRUCTION. THE ENGINEER(PUBLIC
1 Sxw w, mc[ M awe
ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY N89°52'19"W, 516.76'
INFORMATION SHOWN ON THE PLANS. THE CONTRACTOR SHALL VERIFY THE
EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL CONTACT UTILITY COMPANIES 48 HOURS IN ADVANCE NUSTAR LOGISTICS, L.P.
OF ANY CONSTRUCTION ACTIVITIES IN ORDER TO DETERMINE IF THERE IS DOC. N0. D208041261
ANY CONFLICT WITH THE PROPOSED FACILITIES. THE CONTRACTOR SHALL D. R. T. C. T.
NOTIFY THE ENGINEER IMMEDIATELY WHEN CONFLICTS WITH EXISTING
UTILITIES ARE DISCOVERED.
I
WATER & SANITARY SEWER PLAN
DATA 04/01/24
\ / / � 1a61�D FIOR PEFMINr
i
t� FOR Fwcr
No.
I I�
\\ \ tnp
B I I I v\
GRAPHIC SCALE
0 0 25 50 100
GRAPHIC SCALE: 1" = 50'
/ � � '/ I i � e�■iMour.�n
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This document is for 0
UP �` \
interim review and is not
\\ intended for construction,
\ \ bidding or permit
\ purposes.
\ \ SCOTT A. GIBSON , P.E.
\ Date:APRIL 1, 2024
Tx. Reg. # 89290 g11f�"A1sEN0.
I
ZA24-0010
ear oeecwRnON
WATER & SANITARY
SEWER PLAN
SHMT NM
TNP PROJECT NO. RPA21070 — C 1 * 0 6
TNP TBPE REGISTRATION NO. F-230
i
1 1 ' /in
�u� I
N I G
F GUY
0 P x x
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BARN
BALLA C. WRIGHT
DOC. NO. D218281862
D.R. T.C. T.
�x —x X X X X
N T z I ZONED - AG (AGRICUL TURAL)
LINNpSCAP A ; 9 °40 23 "E 1147 17'
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D.R. T.C. T.
ZONED - AG (AGR/CUL TIPA L)
BRUMLOW INDUSTRIAL DISTRICT
VOL, 388-127, PG. 89
P.R. T.C. T.
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ISSUED FOR PERMIT:
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REVISIONS:
No. I Description I Date
B E R K E N B I L E
LANDSCAPE ARCHITECTS
2355 Johnson Rd
Southlake, Tx 76092 (214) 922-9946
2024 by RPGA DESIGN GROUP, INC.
All rights reserved.
The arrangements depicted herein are the
sole property of RPGA DESIGN GROUP, INC.
and may not be reproduced in any form
without its written permission.
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ZA24-0010
SHEET DESCRIPTION
OVERALL
LANDSCAPE PLAN
SHEET NO.
L-0
LANDSCAPE REQUIREMENTSUMMARY
BUFFERYARDS I
LOCATION REQUIRED/ LENGTH BUFFERYARD BUFFERYARD CANOPY TREES ACCENT TREES SHRUBS FENCE) SCREENING
PROVIDED LINEAR FEE TYPE WIDTH FEET HEIGHT & MATERIAL
QTY (1 1 100 LF)
QTY (2 1 100 LF)
QTY (8 1 100 LF)
WROUGHT IRON FENCE
NORTH -
REQUIRED
1,147
SIDE YARD
5
11
23
92
WITH PRAVCY SLATS
PROVIDED
1,147
5A
5
11
23
92
HEIGHT 8 FEET
EAST-
NOT REQUIRED
REQUIRED
PROVIDED
SOUTH-
REQUIRED
NOT REQUIRED
PROVIDED
j1 1 100 LF)
(2. 1 100 LF)
(81100 LF)
WEST- BRUMLOW
REQUIRED
199
STREET - TYP
10
2
4
16
NOT REQUIRED
AVE.
PROVIDED
199
10E
10
2
4
16
INTERIOR LANDSCAPE
v
BUILDINGS SQ. FT.
LANDSCAPE AREA
A OF AREA IN FRONT OR SIDE
CANOPY TREES
ACCENT TREES
SHRUBS
GROUND COVER SEASONAL COLOR
Admin. Building
18124
Service Bays
14392
Training Tower
6684
39,200 SO. FT.
REQUIRED 11,760
PROVIDED 263,516
C
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SO. FT.
TREE1500 SF- QTY
TREE 1 250 SF QTY
;HRUB 140 SF EA
15% OF REQ. AREA - SF 2% OF REQ. AREA - SF
8,820 75%
24
47
294
1,764 235
17,695 150%
40
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5,534 292
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GENERAL PLANTING NOTES
1. A PRE -CONSTRUCTION MEETING IS REQUIRED FOR IRRIGATION AND LANDSCAPE SCOPE OF
WORK PRIOR TO ANY IRRIGATION AND LANDSCAPE SUBMITTALS. SUBMITTALS WILL NOT BE
REVIEWED IF THIS MEETING HAS NOT TAKEN PLACE AND SUBMITTALS HAVE BEEN ISSUED FOR
REVIEW. THE LANDSCAPE ARCHITECT SHALL BE PRESENT AT THIS MEETING AND WILL REVIEW
MAJOR ITEMS FOR THE PROJECT AND TO MEET THE LANDSCAPE AND IRRIGATION COMPANY
PERSONNEL IN CHARGE OF THE PROJECT.
2. CONTRACTOR SHALL ADHERE TO CITY CONSTRUCTION REQUIREMENTS INCLUDING BUT NOT
LIMITED TO ANY PERMITS, INSPECTIONS, AND METHODS OF MATERIAL INSTALLATION.
3. CONTRACTOR SHALL ADHERE TO ALL AGENCY REQUIREMENTS MEANS AND METHODS OF
CONSTRUCTION.
4. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES ABOVE AND BELOW GRADE, AS
WELL AS FINDING OUT EACH COMPANY'S RESTRICTIONS ON WORKING WITHIN THEIR
EASEMENTS AND UTILITY LINES PRIOR TO COMMENCING CONSTRUCTION.
5. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING IMPROVEMENTS AND TO NOT DISTURB
THOSE THAT ARE OUTSIDE OF THE SCOPE OF WORK. ANY STRUCTURES THAT ARE TO REMAIN
WITHIN THE SCOPE OF WORK AREA SHALL NOT BE DAMAGED. PHOTOGRAPHS AND NOTES
SHOULD BE MADE FOR ANY EXISTING DAMAGED CONDITIONS PRIOR TO COMMENCING
CONSTRUCTION AND DISTRIBUTED TO OWNERS REPRESENTATIVE.
6. A LANDSCAPE IRRIGATION PLAN SHALL BE PREPARED PRIOR TO LANDSCAPE CONSTRUCTION AND
WILL BE DESIGNED BY A TEXAS LICENSED IRRIGATION DESIGNER. ALL PLANTING AREAS SHALL BE
IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM WITH A FREEZE AND RAIN SENSOR. THE
SYSTEM SHALL BE DESIGNED TO MEET THE CITY AND THE STATE OF TEXAS IRRIGATION
REQUIREMENTS. THE IRRIGATION INSTALLER SHALL BE A STATE OF TEXAS LICENSED IRRIGATION
DESIGNER.
7. CONTRACTOR SHALL NOTIFY OWNERS REPRESENTATIVE IF THERE ARE ANY WATER RESTRICTIONS
AND WHAT IF ANY IMPACT THIS MAY HAVE ON THE INSTALLATION OF PLANT MATERIAL.
8. QUANTITIES SHOWN IN PLANT LIST FOR PLANT MATERIAL AREA PROVIDED AS A COURTESY FOR
THE CONTRACTOR. CONTRACTOR SHALL VERIFY PRIOR TO BIDDING THAT THE QUANTITY WILL
COVER THE SPECIFIED AREAS AT THE SPACING STATED IN THE PLANT LIST UNDER THE REMARKS
COLUMN. IF THERE IS A DIFFERENCE, THE CONTRACTOR SHALL MAKE NOTE ON THEIR BID AND
SHOW THE ADDED OR REDUCED COST.
9. CONTRACTOR SHALL ESTABLISH SOURCES FOR ALL PLANT MATERIAL ON PLANT LIST WHEN
BIDDING PROJECT. NO PLANTS SUBSTITUTIONS.
10. CONTRACTOR SHALL BECOME FAMILIAR WITH THE DRAWINGS FOR THIS PROJECT PRIOR TO
INSTALLATION.
11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE OWNERS REPRESENTATIVE OF
ANY CONDITION FOUND ON -SITE WHICH PROHIBITS INSTALLATION AS SHOWN ON THESE PLANS.
D.R. T.C. T-
ZONED - AG (AGRICUL TURAL)
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12. ALL NEW PLANTING BEDS SHALL HAVE A MINIMUM SIX (6") INCHES OF BED PREPARATION.
13. LAWN AREA SHALL HAVE FERTILE AND CLEAN TOP SOIL TILLED 4" DEEP.
14. GRADING IN PLANTING BEDS SHALL BE SMOOTH AND PROVIDE POSITIVE DRAINAGE.
15. CONTRACTOR SHALL STAKE OUT LOCATION OF ALL TREES, AND SHRUBS FOR APPROVAL BY
OWNERS REPRESENTATIVE PRIOR TO PLANTING.
16. MULCHING OF SHRUB AND ANY GROUND COVER AREAS SHALL HAVE 3 INCHES OF SHREDDED
HARDWOOD MULCH.
17. LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS, AND OTHER SUCH
MATERIAL OR PLANTS NOT A PART OF THE LANDSCAPING.
18. THE PROPERTY OWNER, TENANT AND ANY AGENT THEREOF SHALL BE JOINTLY AND SEVERALLY
RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING MATERIALS IN GOOD CONDITION
AT ALL TIMES SO AS TO PRESENT A HEALTHY, NEAT AND ORDERLY APPEARANCE. ANY
LANDSCAPING MATERIAL THAT DIES SHALL BE REPLACED WITH HEALTHY MATERIAL WITHIN A
REASONABLE TIME. ALL LANDSCAPED AREAS SHALL BE CONTINUOUSLY MAINTAINED FREE OF
WEEDS, DEBRIS AND LITTER. WEEDS AND NATURAL UNCULTIVATED GRASS SHALL NOT BE
CONSIDERED LANDSCAPING.
IRRIGATION NOTE
THE IRRIGATION DESIGN WILL USE THE
CITY OF SOUTHLAKE REQUIRED
IRRIGATION EQUIPMENT AND
COMPONENTS ON THE IRRIGATION PLAN
WHEN IT IS DESIGNED.
REFERENCE NOTES SCHEDULE
DRAWN BY: SCB
CHECKED BY: BLA
DATE: 04.01.2024
ISSUED FOR PERMIT:
ISSUE FOR PRICING:
REVISIONS:
No. I Description Date
B E R K E N B I L E
SYMBOL
DESCRIPTION
QTY DETAIL
LANDSCAPE ARCHITECTS
1-SE
STEEL EDGING-
810 LF
2355 Johnson Rd
3/16" THICK X 4" WIDE
Southlake, Tx 76092 (214)922-9946
ONLY 1/2" EXPOSED ABOVE SOIL LINE OF SOD
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TREE PROTECTION FENCE
883 LF
2024 by RPGA DESIGN GROUP, INC.
All rights reserved.
The arrangements depicted herein are the
sole property of RPGA DESIGN GROUP, INC.
SYMBOL
DESCRIPTION
QTY DETAIL
and may not be reproduced in any form
without its written permission.
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SOD/SEED
CH BERMUDA GRASS
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CHECKED BY: BLA
DATE: 04.01.2024
ISSUED FOR PERMIT:
ISSUE FOR PRICING:
REVISIONS:
No. Description I Date
B E R K E N B I L E
LANDSCAPE ARCHITECTS
2355 Johnson Rd
Southlake, Tx 76092
(214) 922-9946
0 2024 by RPGA DESIGN GROUP, INC.
All rights reserved.
The arrangements depicted
herein are the
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and may not be reproduced
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DRAWN BY: SCB
CHECKED BY: BLA
DATE: 04.01.2024
ISSUED FOR PERMIT:
ISSUE FOR PRICING:
REVISIONS:
No. I Description I Date
B E R K E
N
B I L E
LANDSCAPE
ARCHITECTS
2355 Johnson Rd
Southlake, Tx 76092
(214) 922-9946
0 2024 by RPGA DESIGN
GROUP, INC.
All rights reserved.
The arrangements depicted
herein are the
sole property of RPGA DESIGN GROUP, INC.
and may not be reproduced in
any form
without its written permission.
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PVC LATERAL LINE
FLEX PIPE
"T" POST WITH PROTECTIVE CAP
MULCH RING
TREE ROOT BALL
ROOT WATERING SYSTEM
"T" POST WITH PROTECTIVE CAP
2" FLEX PIPE
4' DIAM STEEL EDGING
PLAN LATERAL LINE -SEE PLAN
TREE WRAP
RUBBER TIRE TIE
ROOT WATERING SYSTEM(PER PLAN)
a TREE GUY (2) 12 GAUGE WIRE
r 2'-6" �' "T" POST WITH PROTECTIVE CAP
EQUAL !�S QUAL „
PROVIDE 24 DIAMETER. MULCH RING
4' DIAM. STEEL EDGING
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TREE ROOT BALL
PLANTING MEDIA
COMPACTED FILL
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TREE PLANTING IN LAWN WITH ROOT WATERING SYSTEM
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EXISTING TREES REMOVED
• ETR 74 REMOVE
"T" POST WITH PROTECTIVE CAP
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TREE ROOT BALL EXISTING TREES TO REMAIN
TREE TRUNK
EXT 144 REMAIN
"T" POST WITH PROTECTIVE CAP
\ I TREE 10' BUFFER ZONE
4' DIAM STEEL EDGING • UC2 4CEDAR ELM
PLAN ULMUS CRASSIFOLIA
\
CP3 4 PINK DAWN CHITALPA
TREE WRAP X CHITALPA TASHKENTENSIS 'PINK DAWN'
RUBBER TIRE TIE
TREE 5' BUFFER ZONE
TREE GUY (2) 12 GAUGE WIRE CEDAR ELM
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EQUAL - EQUAL PROVIDE 24" DIAMETER. MULCH RING
4' DIAM. STEEL EDGING
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CP2 23 PINK DAWN CHITALPA
X CHITALPA TASHKENTENSIS 'PINK DAWN'
12"
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P-CO-PLA1-03 P-CO-PLA1-01:°'`_r `,-?` CEDAR ELM
\ NTS, UC 13 ULMUS CRASSIFOLIA
PK 12 KEITH DAVEY CHINESE PISTACHE
PISTACIA CHINENSIS 'KEITH DAVEY'
• CC 22 MERLOT REDBUD
CERCIS X'MERLOT'
CID 20 PINK DAWN CHITALPA
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SHOAL CREEK CHASTE TREE
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W TOP OF ROOTS GREEN CLOUD TEXAS RANGER
elfMULCH �- LG 176 LEUCOPHYLLUM FRUTESCENS'GREEN CLOUD' TM
W
W FINISH GRADE ROSE CREEK ABELIA
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TWIST OF LIME ABELIA
J AH 31 ABELIA X GRANDIFLORA'HOPLEY'S' TM
SIZE CONTAINER HEIGHT SPREAD
3" CAL. POT
3" CAL. POT
3" CAL. POT
3" CAL. POT
3" CAL. POT
3" CAL. POT
3" CAL. POT
3" CAL. POT
3" CAL. POT
3" CAL. POT
30 GAL. POT
3" CAL. POT
3 GAL. POT
3 GAL. POT
3 GAL. POT
10'-12' 8'-10'
6'-8' 6--8-
10'-12' 8'-10'
6'-8' 6--8'
14'-16' 3'-4'
8'-1 0' 4'-6'
10'-12' 8'-10'
10'-12' 8'-10'
8'-1 0' 6--8'
6'-8' 6--8'
8'-10' 8'-10'
8'-10' 4'-6'
20"-22"
24"
24"-26"
24"
10"-12"
10"-12"
j��j�� ��j��j��j�j��j�, BACK FILL WITH SOIL BED
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I—IIIIII—III III—III—III—I11—
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MUHLENBERGIA CAPILLARIS 'LENCA'
SHRUB PLANTING DETAIL SYMBOL CODE QTY COMMON/BOTANICAL NAME SIZE CONTAINER
P-CO-PLA1-05 NTS P-CO-PLA1-0 ROUND COVERS
TA 3,780 SF ASIATIC JASMINE
TRACHELOSPERMUM ASIATICUM
LM 1,627 SF BIG BLUE LILYTURF
LIRIOPE MUSCARI 'BIG BLUE'
SEASONAL COLOR
SC 292 SF SEASONAL COLOR
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REMARKS
EXISTING TREE TO BE REMOVED - SEE TREE CHART AND TREE
IDENTIFICATION NUMBER FOR TREE SIZE AND SPECIES
EXISTING TREE TO REMAIN - SEE TREE CHART AND TREE
IDENTIFICATION NUMBER FOR TREE SIZE AND SPECIES
SINGLE TRUNK, FULL AND MATCHED
MULTI -TRUNK -MIN CAL 1" PER CANE, 3 CANE MIN.
SINGLE TRUNK, FULL AND MATCHED
MULTI -TRUNK -MIN CAL 1" PER CANE, 3 CANE MIN.
SINGLE TRUNK, FULL AND MATCHED
SINGLE TRUNK, FULL AND MATCHED
SINGLE TRUNK, FULL AND MATCHED
SINGLE TRUNK, FULL AND MATCHED, THE CHINESE PISTACHE
SHALL BE MALE VARIETY.
SINGLE TRUNK, FULL AND MATCHED
MULTI -TRUNK -MIN CAL 1" PER CANE, 3 CANE MIN.
MULTI TRUNK, FULL
SINGLE TRUNK, FULL AND MATCHED
FULL MATCHED-36" O.C.
FULL MATCHED-36" O.C.
36" O.C.. FULL AND BUSHY
FULL AND MATCHED
FULL MATCHED-30" O.C.
SPACING REMARKS
18" o.c.
18" ox. FULL MATCHED -TRIANGULAR SPACED, 18" O.C. SPACING
6" o.c. TRIANGULAR SPACED
--- SOLID SOD
SOLID SOD ,STAGGERED JOINTS, THICK AND GREEN, NO GAPS
BETWEEN SOD PIECES.
REFERENCE NOTES SCHEDULE
SYMBOL
DESCRIPTION
QTY DETAIL
1-SE
STEEL EDGING-
810 LF
3/16" THICK X 4" WIDE
ONLY 1/2" EXPOSED ABOVE SOIL LINE OF SOD
2-TP I
TREE PROTECTION FENCE
883 LF
SYMBOL
DESCRIPTION
QTY DETAIL
o o 0 3-GC
CRUSH GRANITE
10.69 CY
3" DEPTH PLACED OVER FILTER FABRIC
SYMBOL
DESCRIPTION
QTY DETAIL
5-PVA
24" X 24" STEPPING STONES, COLOR AND MANUFACTURE TO BE
788 SF
DETERMINED. 2" SPACE BETWEEN STONES WITH DECOMPOSED
GRANIT BETWEEN JOINTS
P-CO-PLA1-07
DRAWN BY: SCB
CHECKED BY: BLA
DATE: 04.01.2024
ISSUED FOR PERMIT:
ISSUE FOR PRICING:
REVISIONS:
No. Description I Date
B E R K E N B I L E
LANDSCAPE ARCHITECTS
2355 Johnson Rd
Southlake, Tx 76092
(214) 922-9946
0 2024 by RPGA DESIGN GROUP, INC.
All rights reserved.
The arrangements depicted
herein are the
sole property of RPGA
DESIGN GROUP, INC.
and may not be reproduced
in
any form
without its written permission.
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TRACT 3
BRUMLOW INDUSTRIAL DISTRICT
VOL, 388-127, PG. 89
P.R. T.C. T.
ZONED - AG (AGRICUL TURAL)
REFERENCE NOTES SCHEDULE
SYMBOL DESCRIPTION QTY DETAIL
2-TP TREE PROTECTION FENCE 1,307 LF
EXSITNG
TREE
CHART CANOPY
CALCULATIONS
i
(D
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TREE TREE TYPE
TREE FREE
CANOPY TREE CANOPY
TREES TREE TREE TREE
TREE
O
NO.
CALIPER
RADIUS SQUARE FEET PRESERVED CALIPER CANOPY CALIPER
CANOPY
REMOVED REMOVED PRESERVED
PRESERVED
c�
TOTALS
2,608
140,989
664 39,341 1,944
101,648
0
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U
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C
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J
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X
O
POR FAVOR NO ESTACIONAR VEHICULOS Y MATERIALES EN ZONA CRITICA DE RAIZ
O
POR FAVOR NO LIMPIAR EQUIPO NI TIRAR LIQUI DOS ABA1O DE LOS ARBOLES.
0
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U
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DRAWN BY: SCB
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DATE: 04.01.2024
ISSUED FOR PERMIT:
ISSUE FOR PRICING:
REVISIONS:
No. I Description I Date
B E R K E
N
B I L E
LANDSCAPE
ARCHITECTS
2355 Johnson Rd
Southlake, Tx 76092
(214) 922-9946
2024 by RPGA DESIGN
GROUP, INC.
All rights reserved.
The arrangements depicted herein are the
sole property of RPGA DESIGN GROUP, INC.
and may not be reproduced in
any form
without its written permission.
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DRAWN BY: SCB
TREE
TREE TYPE
TREE TREE
CANOPY TREE CANOPY
TREES
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TREE TYPE
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TREE CANOPY
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CALIPER
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CHECKED BY: BLA
NREMOVED
REMOVED PRESERVED
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REMOVED
REMOVED
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PRESERVED
04.01.2024
DATE:
9001
ELM
17
14
615
HEALTHY
17
615
9171
ELM
11
16
804
HEALTHY
11
804
CV
9002
ELM
13
15
707
HEALTHY
13
707
9172
ELM
18
17
907
HEALTHY
18
907
ISSUED FOR PERMIT:
O
9003
ELM
6
12
452
HEALTHY
6
452
9173
ELM
8
10
314
HEALTH'
8
314
N
9004
ELM
7
11
380
HEALTHY
7
380
9174
ELM
10
15
707
HEALTHY
10
707
9005
ELM
10
14
615
HEALTHY
10
615
9175
ELM
14
13
531
HEALTHY
10
531
ISSUE FOR PRICING:
9006
ELM
11
13
531
HEALTH'
11
531
9176
ELM
10
14
615
HEALTH'
10
615
9007
ELM
10
11
380
HEALTHY
10
380
9177
ELM
8
12
452
HEALTHY
8
452
w
9008
BOIS DIARC
10
11
380
HEALTH'
10
380
9178
ELM
6
10
314
HEALTHY
6
314
9009
GUM BUMELIA
6
6
113
HEALTHY
6
113
9179
ELM
7
10
314
HEALTHY
7
314
REVISIONS:
9010
ELM
7
8
201
HEALTHY
7
201
9180
ELM
9
10
314
HEALTH'
9
314
No. Description I Date
9011
ELM
8
8
01
HEALTH
$
201
9181
ELM
7
11
380
HEALTHY
7
380
0
9012
ELM
11
15
7
707
HEALTHY
11
707
9182
ELM
13
18
1017
H'
HEALTHY
13
1017
z
9014
ELM
6
6
113
HEALTH'
6
113
9183
ELM
6
8
201
HEALTHY
6
201
Q
9015
ELM
7
11
380
HEALTHY
7
380
9184
ELM
9
13
531
HEALTHY
9
531
UJI
9016
OAK
20
18
1017
HEALTHY
20
1017
9185
ELM
6
9
254
HEALTH'
6
254
9017
BOIS DIARC
6
7
154
HEALTH'
6
154
9186
ELM
6
8
201
HEALTHY
6
201
Q
9018
BOIS DIARC
4
6
113
HEALTHY
4
113
9187
ELM
12
18
1017
HEALTH'
12
1017
0
9021
BOIS DIARC
9
11
3BD
HEALTHY
9
380
9188
OAK
25
20
1256
HEALTH'
25
1256
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9022
BOIS DIARC
6
7
154
HEALTH'
6
154
9189
ELM
6
12
452
HEALTHY
6
452
O
9023
OAK
38
22
1520
HEALTHY
38
1520
9190
ELM
14
22
1520
HEALTHY
14
1520
J
9024
ELM
14
16
804
HEALTHY
14
804
9191
ELM
8
13
531
HEALTH'
8
531
n
9025
ELM
6
9
254
HEALTHY
6
254
9192
ELM
14
20
1256
HEALTHY
14
1256
9026
ELM
7
8
201
HEALTH'
7
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9193
ELM
10
14
615
HEALTHY
10
615
9027
ELM
6
10
314
HEALTHY
6
314
9194
ELM
10
16
804
HEALTH'
10
804
B E R K E N B I L E
9028
ELM
18
20
1256
HEALTHY
18
1256
9195
ELM
12
20
1256
HEALTHY
12
1256
9029
ELM
25
21
1385
HEALTH'
25
1385
9196
ELM
11
18
1017
HEALTH'
11
1017
9030
ELM
7
12
452
HEALTHY
7
452
9197
BOIS DIARC
6
8
201
HEALTH
6
201
LANDSCAPE ARCHITECTS
9031
ELM
6
6
113
HEALTH'
6
113
9198
HACKBERRY
8
11
380
HEALTH'
8
380
2355 Johnson Rd
9032
ELM
15
16
804
HEALTH'
15
804
9199
ELM
17
20
1256
HEALTH'
17
1256
Southlake, Tx 76092 (214) 922-9946
9033
ELM
15
15
707
HEALTHY
15
707
9200
ELM
7
10
314
HEALTH'
7
314
9034
ELM
10
9
254
HEALTH'
10
254
9201
ELM
16
18
1017
HEALTHY
16
1017
9035
ELM
8
10
314
HEALTH'
8
314
9202
ELM
6
7
154
HEALTHY
6
154
2024 RPGA DESIGN GROUP, INC.
9036
ELM
13
14
615
HEALTH'
13
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9203
ELM
8
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254
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8
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All rights reserved.
The arrangements depicted herein are the
9037
ELM
9
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201
HEALTH'
9
2p1
9204
ELM
8
13
531
HEALTHY
8
531
sole property of RPGA DESIGN GROUP, INC.
9038
ELM
9
12
452
HEALTHY
9
452
9205
ELM
11
17
907
HEALTHY
11
907
and may not be reproduced in any form
9039
ELM
11
13
531
HEALTHY
11
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9206
ELM
10
12
452
HEALTH'
10
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without its written permission.
9040
ELM
12
14
615
HEALTHY
12
615
9207
ELM
11
10
314
HEALTHY
11
314
9041
OAK
18
17
907
HEALTHY
18
907
9208
LOCUST
7
12
452
HEALTH'
7
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9042
ELM
11
i4
615
HEALTHY
11
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9209
ELM
9
12
452
HEALTH'
9
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U In 00
9043
BOIS DIARC
6
5
79
HEALTHY
6
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9210
ELM
6
7
154
HEALTHY
6
154
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9044
ELM
6
10
314
HEALTHY
6
314
9211
OAK
36
20
1256
HEALTHY
36
1256
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9045
ELM
14
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707
HEALTHY
14
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9212
BOI S DIARC
10
11
380
HEALTH'
10
380
W
9046
BOIS DIARC
11
13
531
HEALTH'
11
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9213
BOIS DIARC
15
14
615
HEALTHY
15
615
—
9047
ELM
14
17
907
HEALTHY
14
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9215
ELM
8
10
314
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8
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Z Q
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9048
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10
11
380
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10
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9216
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8
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9049
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16
18
1017
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16
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9217
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9
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9
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9050
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11
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9218
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9051
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11
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9219
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7
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9052
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7
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7
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9220
ELM
14
17
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HEALTHY
14
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9053
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15
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15
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9221
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12
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12
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9054
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16
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16
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9222
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9055
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15
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9223
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17
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9056
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13
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9224
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10
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9225
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13
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13
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8
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9226
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9059
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9227
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9060
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16
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16
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9228
MESQUITE
18
14
615
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18
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Q U
9061
OAK
11
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11
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9229
BOIS DIARC
6
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201
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6
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X W
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9062
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15
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9230
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7
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9231
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11
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9064
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13
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13
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9232
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6
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6
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9065
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22
20
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22
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9233
ELM
12
14
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HEALTH
12
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9066
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11
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11
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9234
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9
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9236
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9069
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10
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10
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9237
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9070
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9
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9238
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9071
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11
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HEALTHY
11
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9239
BOIS DIARC
7
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314
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9072
BOIS DIARC
11
15
707
HEALTH'
11
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9240
ELM
6
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154
HEALTH'
6
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1-- °o
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9073
OAK
18
21
1385
HEALTHY
18
1385
9241
ELM
12
14
615
HEALTHY
12
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9074
BOIS DIARC
18
20
1256
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9242
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11
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11
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9075
ELM
36
24
1809
HEALTHY
36
1809
9243
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12
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17
16
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9244
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9245
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13
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9079
mesquite
10
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10
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9246
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10
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10
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9080
mesquite
7
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7
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9247
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12
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to
9081
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9
11
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9
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9248
ELM
13
14
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13
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Z
9082
ELM
14
15
707
HEALTHY
14
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9249
HACKBERRY
15
13
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15
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9083
cedar
10
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10
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9250
WILLOW
35
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35
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9084
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11
13
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11
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9251
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10
10
314
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10
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9085
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13
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9252
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28
18
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28
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9086
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7
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380
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7
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9253
BOIS DIARC
10
8
201
HEALTHY
10
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4-0
9087
ELM
11
14
615
HEALTHY
11
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9254
WILLOW
11
13
531
HEALTHY
11
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9088
ELM
11
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707
HEALTHY
11
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9255
WILLOW
13
12
452
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13
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CD
9089
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10
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314
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10
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7
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7
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V
9090
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10
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380
HEALTHY
10
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10000
ELM
10
13
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HEALTH
10
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9091
ELM
10
15
707
HEALTH'
10
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10001
HE RCULES CLUE
10
8
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10
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OAK
30
22
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10002
HERCULES CLUE
8
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154
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Cn
9093
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Uj 00 W
9094
ELM
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10
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TOTALS
2.608
140,989
664
39,341
1,944
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PERCENT TREE CANOPY
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9134
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8
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CITY CASE NUMBER:
9156
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915
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6
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6
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SHEET DESCRIPTION
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9163
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13
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z
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12
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IDENTIFICATION
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9166
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13
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13
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75
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15
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15
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9165
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13
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13
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9
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452LLI
SHEET NO.
TC-2
F-1
SHEET SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES)
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SINGLE TREE
TREE TREE
PROTECTION PROTECTION
01 SIGN SIGN
F.IGH VISIBILITY PLASTIC MESH FENCING HIGH VISIBILITY PLASTIC MESH FENCING
PROTECTIVE FENCING:
Orange Vinyl construction fencing, chain link fencing, snow fencing or other similar fencing at least four feet (4`) high
and supported at a maximum of ten -foot (10') intervals by approved methods sufficient enough to keep the fence
upright and in place. The fencing shall be of a highly visible material, and shall have a tree protection sign affixed to
the fence every twenty (20) feet in such a manner to be clearly visible to the workers on -site.
PRIOR TO CONSTRUCTION:
The contractor or subcontractor shall construct and maintain, for each protected tree or group of trees on a construction
site, a protective fencing which encircles the outer limits of the critical root zone of the trees to protect them from
construction activity. All protective fencing shall be in place prior to commencement of any site work and remain in
place until all exterior work has been completed.
TYPICAL TREE PROTECTION FENCING
NO SCALE
D'I
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/\//\//\//\//\///
H - 40% ROOT KILL.
r 10
TUNNELING SAVES ROOTS
OO
BORING:
Boring of utilities under protected trees shall be required in those circumstances where it is
not possible to trench around the critical root zone of protected trees. When required, the
length of the bore shall be the width of the critical root zone at a minimum and shall be a
minimum depth of 48 inches.
TYPICAL TREE BORING AND TUNNELING
NO SCALE
A. Make partial Cut from beneath, at a point several Inches away from the trunk.
S. Make a second cut from above several inches out from the first cut, to allow
the limb to fall safely.
C. Complete the job with a final cut just outside the branch collar, the raised area
that surrounds the branch where it joins the trunk.
TYPICAL TREE PRUNING
NO SCALE
2"W LUMBER
In situations where a protected tree remains in the immediate area of intended
construction and the tree may be In danger of being damaged by construction
equipment or other activity, the contractor or subcontractor shall protect the
tree with 2"x4" lumber encircled with wire or other means that do not damage
the tree. The intent is to protect the trunk of the tree against incidental contact
by large construction equipment.
TYPICAL BARK PROTECTION
NO SCALE
1
DRIP LINE DRIP LINE
TRUNK
CRITICAL Rodr ZONE
20' (CONCEPTUAL) TO 20, (CONCEPTUAL) RADIUS
OUTERMOST DRIP LINE FOR CONCENTRIC CIRCLE
�ry
CRITICAL ROOT ZONE:
The area of undisturbed natural soil around a tree defined by a concentric circle with
a radius to the distance from the tree trunk to the outermost portion of the drip line.
DRIP LINE:
A vertical line run through the outermost portion of the canopy of a tree and extending
to the ground.
CRITICAL ROOT ZONE AREA
NO SCALE
The following activities are prohibited within the limits of the critical root zone of any protected tree subject to
the provisions of the Tree Preservation Ordinance. The following procedures shall be followed on all types of
construction projects (including residential, commercial, and municipal / public domain projects).
1. Material Storage: No storage or placement of materials intended for use in construction or waste
materials accumulated due to excavation or demolition shall be placed within the limns of the critical root
zone of any protected tree,
2. Equipment Cleaning/Liquid Disposal: No equipment shall be cleaned or other liquids, including,
without limitation, paint, oil, solvents, asphalt, concrete, mortar or similar materials deposited or allowed to
flow Into the critical root zone of a protected tree.
3. Tree Attachments: No signs, wires or other attachments, other than those of a protective nature, shall
be attached to any protected tree.
4. Vehicular Traffic- No vehicular andfor construction equipment traffic or parking shall take place within
the critical root zone of any protected tree other than on existing street pavement. This restriction does
not apply to single incident access within the critical root zone for purposes of establishing the building
pad and associated lot grading, vehicular traffic necessary for routine utility maintenance, emergency
restoration of utility service, or routine mowing operations.
5. Grade Changes: No grade changes shall be allowed within the limits of the critical root zone of any
protected tree unless adequate protective construction methods are approved in advance in writing by the
Administrative Official.
6. Impervious Paving: No paving with asphalt, concrete or other impervious materials shall be placed
within the limits of the critical root zone of a protected tree except as otherwise allowed in this Ordinance.
7. No heavy equipment, including but not limited to trucks, tractors, trailers, bulldozers, bobcat tractors,
trenchers, compressors, and hoists, shall be allowed inside the drip -line of any protected tree on any
construction site without prior written approval of the Administrative Official.
8, Root Pruning: All roots two inches or larger in diameter which are exposed as a result of trenching or
other excavation shall be cut off square with a sharp medium tooth saw and covered with pruning
compound within two hours of initial exposure.
The following procedures shall be followed on all types of construction projects (including residential,
commercial, and municipal / public domain projects).
1. Protective Fencing: Prior to the issuance of any building or earth disturbance permit, or commencing
construction, the owner, contractor or subcontractor shall construct and maintain, for each protected tree
on a construction site, a protective fencing which encircles the outer limits of the critical root zone of the
tree to protect it from construction activity or in cases of heavily wooded sites, as approved by the
Administrative Official.
2. All protective fencing shall be in place prior to commencement of any site work and remain in place until
all exterior construction activity at the site has been completed.
3. Protective fencing shall be at least four (4) feet high, clearly visible, and shall have a tree protection sign
affixed to the fence every twenty (20) feet in such a manner to be clearly visible to workers on the site.
4. The use of orange vinyl construction fencing or other similar fencing is generally permitted only if there is
no construction or vehicular activity within ten (10) feet of the fence. If construction activity or vehicular
traffic is expected within ten (10) feet of the fence, the fence shall be constructed of chain link or other
similar metal, wooden material or semi -rigid vinyl tape fencing supported with a top support wire or
equivalent support material affixed to metal or wooden posts, all of which shall be six (6) feet in height.
5. All protective fencing shall be supported at a maximum of ten (10) foot intervals by approved methods
sufficient enough to keep the fence upright and in place for the duration of the construction.
6. The owner shall cause the required fencing to be installed and maintained for the duration of the
construction.
7. For permits involving trenching such as sewer services, irrigation systems or underground electrical work,
the applicant shall provide sufficient plans to provide protection of the trees in the vicinity of the work.
8. The "tree protection sign" tree preservation instruction detail sheet and approved tree conservation plan
shall be posted at each entrance to the subject property upon which one or more trees subject to the
permit is situated, and at any other location designated by the Administrative Official.
9. All of the above conditions must be adhered to and inspected by a city inspector prior to the issuance of
any permits.
�0101 ■��
PUBLIC WORKS DEPARTMENT
Lf ENGINEERING DIVISION
STANDARD CONSTRUCTION DETAILS
TREES
NOTE: TREE PROTECTION DETAILS
THIS STANDARD DETAIL SHEET IS TO BE USED AS
A GUIDE ONLY. CONSULTANTS ARE TO REVIEW
AND VERIFY ADEQUACY FOR THEIR PROJECTS,
FINAL DESIGN ADEQUACY IS THE RESPONSIBILITY REVISION DATE; FILENAME:
OF THE SPECIFIC PROJECT ENGINEER SEPTEMBER,2015 SD-10 TREE -DWG SHEET: SD-10
DRAWN BY: SCB
CHECKED BY: BLA
DATE: 04.01.2024
ISSUED FOR PERMIT:
ISSUE FOR PRICING:
REVISIONS:
No. I Description I Date
B E R K E N B I L E
LANDSCAPE ARCHITECTS
2355 Johnson Rd
Southlake, Tx 76092 (214) 922-9946
0 2024 by RPGA DESIGN GROUP, INC.
All rights reserved.
The arrangements depicted herein are the
sole property of RPGA DESIGN GROUP, INC.
and may not be reproduced in any form
without its written permission.
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DATE: 04/01 /2024
ISSUED FOR PERMIT:
ISSUED FOR PRICING:
REVISIONS:
No. Description Date
0 2024 by RPGA DESIGN GROUP, INC.
All Rights reserved.
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FOR THE BUILDINGS UNDER S-P-2 ISSUED FOR PERMIT:
ZONING
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No. Description Date
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2024 by RPGA DESIGN GROUP, INC.
All Rights reserved.
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sole property of RPGA Design Group, INC.
and may not be reproduced in any form
without its written permission
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THE BUILDING EXTERIOR WALLS MEET
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FOR THE BUILDINGS UNDER S-P-2
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DRAWN BY: CDW
CHECKED BY: B.O.
DATE: 04/01 /2024
ISSUED FOR PERMIT:
ISSUED FOR PRICING:
REVISIONS:
No. Description Date
0 2024 by RPGA DESIGN GROUP, INC.
All Rights reserved.
The arrangements depicted herein are
sole property of RPGA Design Group, INC.
and may not be reproduced in any form
without its written permission
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DRAWN BY: CDW
CHECKED BY: B.O.
DATE: 04/01 /2024
ISSUED FOR PERMIT:
ISSUED FOR PRICING:
REVISIONS:
No. Description Date
0 2024 by RPGA DESIGN GROUP, INC.
All Rights reserved.
The arrangements depicted herein are
sole property of RPGA Design Group, INC.
and may not be reproduced in any form
without its written permission
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CITY CASE NO.
ZA24-001 0
SHEET NO.
7 POLE BARN - WEST ELEVATION 8 POLE BARN - SOUTH ELEVATION
SCALE: 3/16" =1'-0" SCALE. 3/16 -1-0 SP-ELEV-4
ti
24'-0"
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STEEL DATE: 04/01 /2024
ROOF ISSUED FOR PERMIT:
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STEEL ISSUED FOR PRICING:
BEAM
STEEL REVISIONS:
COLUMN No. Description Date
0 2024 by RPGA DESIGN GROUP, INC.
All Rights reserved.
The arrangements depicted herein are
sole property of RPGA Design Group, INC.
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04/01 /2024
o CITY CASE NO.
ZA24-001 0
10 WASHOUT PIT - NORTHIWEST ELEVATION
SCALE: 3/16" =1'-0"
11 WASHOUT PIT - SOUTHIWEST ELEVATION
SCALE: 3/16 -1-0
12 WASHOUT PIT - SOUTHIEAST ELEVATION
SCALE: 3/16" =1'-0"
SHEET NO.
13 WASHOUT PIT- NORTH/EAST ELEVATION SP-ELEV-5
SCALE: 3/16" = 1'-0"
9
30' - 0" li- 30'- 0" li- 30' - 0" li- 30' - 0" CL 31' - 8" C �1' - 4"
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No. Description Date
n2024 by RPGA DESIGN GROUP, INC.
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CITY CASE NO.
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SHEET NO.
6 MATERIAL BIN STORAGEISPOILS - SOUTH ELEVATION SP-ELEV-6
SCALE: 3116" =1'-0" �21
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DATE: 04/01 /2024
ISSUED FOR PERMIT:
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REVISIONS:
No. Description Date
BOLLARD 8" TYP.
n 2024 by RPGA DESIGN GROUP, INC.
All Rights reserved.
The arrangements depicted herein are
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CITY CASE
NO.
ZA24-001 0
SHEET NO.
SP-ELEV-7
PEDESTRIAN
GATE
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DRAWN BY: CDW
CHECKED BY: B.O.
DATE: 04/01 /2024
ISSUED FOR PERMIT:
ISSUED FOR PRICING:
REVISIONS:
No. Description Date
0 2024 by RPGA DESIGN GROUP, INC.
All Rights reserved.
The arrangements depicted herein are
sole property of RPGA Design Group, INC.
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without its written permission
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CITY CASE NO.
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