Item 7 - PlansENGINEER
1903 CENTRAL DR.
SUITE #406
BEDFORD, TX 76021
PH. 817.281.0572
FAX 817.281.0574
CONTACT: CLAY CRISTY, PE
EMAIL: CLAY@CLAYMOOREENG.COM
CIVIL PLANS
PINNACLE POINT
395 S. KIMBALL AVENUE
SOUTHLAKE, TX
LOT 3, BLOCK A, PINNACLE POINT
DECEMBER 2018
C-1
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1-800-DIG-TESS
DIG TESS
CALL BEFORE YOU DIG
(@ least 72 hours prior to digging)
STOP!
SHEET LIST TABLE
SHEET NUMBER SHEET TITLE REVISION DATE
DESCRIPTION SUBMITTAL DATE
PLAN SUBMITTAL LOG
C-1 COVER SHEET
GUIDE ARCHITECTURE
2001 N. LAMAR ST., SUITE 550
DALLAS, TX 75202
CONTACT: PAUL LOWERS
PH. 214.960.9773
ARCHITECT
SP SOUTHLAKE - KIMBALL, LLC
800 E. 96TH ST. #175
INDIANAPOLIS, IN 76240
PH. 214.506.3205
EMAIL: DAVID@BROWNDFW.COM
OWNER/DEVELOPER
N.T.S.
VICINITY MAP
SITE
FM 1709 - SOUTHLAKE BLVD
S.
K
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B
A
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NO
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KIMBALL HILL CTEA
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PRELIMINARY
CLAYMOORE ENGINEERING
SP-1 SITE PLAN
SP-2 SITE PLAN
C-2 GENERAL NOTES
C-3 EROSION CONTROL PLAN
C-4 EROSION CONTROL DETAILS
C-5 DIMENSTION CONTROL AND PAVING PLAN
C-6 DIMENSTION CONTROL AND PAVING PLAN
C-7 PEDESTRIAN ACCESS PLAN
C-8 GRADING PLAN
C-9 GRADING PLAN
C-10 EXISTING DRAINAGE AREA MAP
C-11 PROPOSED DRAINAGE AREA MAP
C-12 STORM DRAIN PLAN
C-13 STORM LINE A PROFILE
C-14 STORM LINE B PROFILE
C-15 STORM DRAIN CALCULATIONS
C-16 UTILITY PLAN
C-17 FIRE HYDRANT EXHIBIT
C-18 TREE PRESERVATION PLAN
SITE PLAN SUBMITTAL 11/26/18
SITE PLAN SUBMITTAL 12/17/18
SITE PLAN SUBMITTAL 12/31/18
30
'
F
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A
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A
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15' SIDEYARD SETBACK
S
S
S
LOT 1, BLOCK A
PINNACLE POINT
DOC. NO. D217057810
P.R.T.C.T.
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LOT 2, BLOCK A
PINNACLE POINT
DOC. NO. D217057810
P.R.T.C.T.
LOT 4, MEADOW OAKS
SUBDIVISION
VOL. 388-129, PG. 39
P.R.T.C.T.
THE ZELDA M. WHITE
ESTATE TRUST
ELBERT CLARK
WHITE, JR. TRUSTEE
DOC. NO. D206196920
O.P.R.T.C.T.
S89°27'05"W 819.76'
N0
0
°
3
1
'
3
5
"
W
3
8
1
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5
0
'
DRAINAGE & UTILITY
EASEMENT
DOC. NO. D217057810
P.R.T.C.T.
15' UTILITY EASEMENT
DOC. NO. D217057810
P.R.T.C.T.
24' FIRELANE, UTILITY,DRAINAGE & ACCESS
EASEMENT NO. D217057810 P.R.T.C.T.
24' DRAINAGE &
UTILITY EASEMENT
DOC.NO. D217057810
P.R.T.C.T.
15' UTILITY EASEMENT
DOC. NO. D217057810 P.R.T.C.T.
15' COMMON ACCESS
EASEMENT
DOC.NO. D217057810
P.R.T.C.T.
10' REAR YARD
SETBACK
DOC.NO. D217057810
P.R.T.C.T.
5' UTILITY EASEMENT
VOL. 388-129, PG. 39
P.R.T.C.T.
15' SIDE YARD SETBACK
DOC.NO. D217057810
P.R.T.C.T.
30' SIDE YARD SETBACK
DOC.NO. D217057810
P.R.T.C.T.
DRAINAGE &
UTILITY EASEMENT
DOC.NO. D217057810
P.R.T.C.T.
100' BUILDING LINE
VOL. 388-129, PG. 39
P.R.T.C.T.
30' SIDE YARD SETBACK
VOL. 388-129, PG. 39
P.R.T.C.T.
300' REAR YARD SETBACK
VOL. 388-129, PG. 39
P.R.T.C.T.
S0
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°
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3
8
1
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5
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'
N89°27'05"E 819.47'
LOT 1, BLOCK 1
CARROLL ISD NO.4
ADDITION CABINET A,
SLIDE 6417 P.R.T.C.T.
30' SIDE YARD SETBACK
DOC.NO. D217057810
P.R.T.C.T.
22
9
.
9
5
'
LOT 3R-1
26,493 SF
FFE=677.50
LOT 3R-2
27,695 SF
FFE=677.75
LOT 3R-3
27,071 SF
FFE=681.00
S0
°
3
4
'
1
1
"
E
19
5
.
0
1
'
S0
°
3
4
'
1
1
"
E
17
0
.
0
0
'
S89°25'49"W
544.40'
S89°25'49"W
60.00'
S0°34'11"E
41.49'
S89°25'49"W
99.62'
VAN
V
A
N
VAN
V
A
N
V
A
N
ZONED: SP2
L.U.D.=MIXED USEL.U.D.=MIXED USE
ZONED: SP2
ZONED: SF1-A
S
FH
FH
S
FH
FH
FH
FH
ZONED: AG
ZONED: AG
1
1
2 TYP.
2TYP.
2TYP.
2 TYP.
2 TYP.2TYP.
2TYP.
2TYP.
3
3
3
3
3
3
3
4 TYP.
4 TYP.
4 TYP.4TYP.
4 TYP.4TYP.
3
4 TYP.
4TYP.
4 TYP.
4 TYP.
4 TYP.
5
5TYP.
5TYP.
5TYP.
5TYP.
5TYP.
5 TYP.
5TYP.
5 TYP.
5 TYP.
6TYP.
6TYP.
6TYP.
6 TYP.
6 TYP.
6 TYP.
6TYP.
6TYP.
6TYP.6 TYP.
7
7
7
8 8
8
8
8
8 8
8
8
8
8
9 TYP.
9TYP.
9 TYP.
9TYP.
9 TYP.
9TYP.
9TYP.
9 TYP.
9 TYP.
9 TYP.
9 TYP.
EXIST. FH
TO REMAIN
EXIST. CONCRETE
HEADWALL TO REMAIN
EXIST. SSMH
TO REMAIN
EXIST. STORM
GRATE INLET
TO REMAIN
EXIST. STORM
GRATE INLET
TO REMAIN
EXIST. SSMH
TO REMAIN
EXIST. STORM
GRATE INLET
TO REMAIN
PROP. SSMH
PROP. SSMH
PROP. CONCRETE
HEADWALL
PROP. FH
PROP. FH
PROP. FH
PROP. FH
PROP. FH
PROP. FH
PROP. FDC
PROP. FDC
PROP. FDC
EXIST. FH
TO REMAIN
EXIST.
CONRETE PVMT.
TO REMAIN
EXIST. CONRETE PVMT.
TO REMAIN
24'18'
18'24'18'18'24'18'
24
'
18
'
18
'
24
'
18
'
9.
4
'
9'9'9'9'
TYP.
9'
TYP.
9'
TYP.
9'9'9'
9'9'9'9'9'9'
9'9'9'
9'9'9'
9'
TYP.
9'
TYP.
9'
TYP.
9'
TYP.
24'
18'
18
'
24
'
18
'
11
.
7
'
8.
3
'
18'24'18'18'24'18'
10.9'
5'
11
.
8
'
15
.
7
'
8.9'
8'
12
.
1
'
8'
12
.
1
'
9'
15
.
8
'
9'
R3'
R
3
0
'
R3
'
TYP.
R
3
'
R30'
R
3
'
R
3
0
'
R1
0
'
R30'
R3'
R
2
'
R3'
R
3
'
R
3
'
R3
0
'
R
1
0
'
R30'
R30'
R144.23'
R
3
'
11
.
4
'
30'
15
'
R30'
9'
TYP.
10.9'
24'18'
9'
TY
P
.
9'
TY
P
.
9'
TY
P
.
9'
TY
P
.
9'
TY
P
.
9'
TY
P
.
24'18'
18'
9'
TY
P
.
9'
9'
112 PARKING SPACES PROVIDED
(8 ADA SPACES)
130 PARKING
SPACES PROVIDED
(8 ADA SPACES)
24
'
18
'
9.
5
'
5.
5
'
123 PARKING
SPACES PROVIDED
(6 ADA SPACES)
39'
33
'
3
8
.
0
2
'
R
3
0
'
190.27'
9'
TY
P
.
87
.
1
3
'
185.35'
69.2'
6
6
'
35.8'78.2'
14
'
3
0
'
14'
3
0
'
1
3
'
1
3
'
14
'
1
3
'
3
0
'
15
'
PROP. GRATE
INLET
PROP. GRATE
INLET (TYP.)
EXIST. BARB WIRE
FENCE
TO BE REMOVED
EXIST. BARB WIRE
FENCE
TO BE REMOVED
EXIST. TREE
TO REMAIN
(TYP.)
EXIST. TREE
TO REMAIN (TYP.)
R100.5'
44
.
5
'
212.64'
40
.
4
'
217.63'
24' FIRE LANE AND
COMMON ACCESS
EASEMENT BY PLAT
24' FIRE LANE AND COMMON
ACCESS EASEMENT BY PLAT
24' FIRE LANE AND
COMMON ACCESS
EASEMENT BY PLAT
24' FIRE LANE AND
COMMON ACCESS
EASEMENT
9'
TYP.
EXIST. POWER POLE
TO REMAIN
PROP. PAD
MOUNTED
TRANSFORMER
EXIST. POWER POLE
TO REMAIN
EXIST. POWER POLE
TO REMAIN
EXIST. POWER POLE
TO REMAIN
5
.
4
'
9'9'9'
14
.
5
'
10
.
5
'
5.1'
PROP. GRATE
INLET (TYP.)
8
PROP. GRATE
INLET (TYP.)
L.U.D.=MIXED USE
L.U.D.=MIXED USE
EX. RETAINING WALL
EX. RETAINING WALL
FRONT
REAR
FRONT
REAR
RI
G
H
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LE
F
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LE
F
T
RI
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FR
O
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A
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RIGHT
LEFT
6.5'
8 8
8
8
8
8
10.6'
6.7'
12
.
2
'
14.8'
R
3
'
R
3
'
R3'
10.7'
10.7'
9'
TY
P
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9'
TY
P
.
1
3
'
(T
Y
P
E
B
)
10' BUFFERYARD -
TYPE B
10' BUFFERYARD - TYPE F1
10
'
10'
10' BUFFERYARD - TYPE E
10'
104.8'
PROP. 10'x50'
LOADING
ZONE (TYP.)
PROP. 10'x50'
LOADING
ZONE (TYP.)
6.1'
6'
6'
55'55'
L.U.D.= PUBLIC
/ SEMI-PUBLIC
25.6'
15'
10.8'
LOT 1 LOT 2
FFE=676.50
98 PARKING SPACES PROVIDED
FFE=680.90
67 PARKING SPACES PROVIDED
15,500 S.F.21,500 S.F.
ZONED: SP2
L.U.D.=MIXED USE
ZONED: SP2
L.U.D.=MIXED USE
ZONED: SP2
L.U.D.=MIXED USE
PROP.
RETAINING
WALL
R30'
EXIST. STORM
GRATE INLET
TO REMAIN
RISER ROOM
RISER ROOM
RISER ROOM
PROPOSED STOP SIGN
PROPOSED
STOP SIGN
PROPOSED
STOP SIGN
PROPOSED
STOP SIGN
R
3
0
'
R30
'
43.41'
27'31.5'24'39'
1
8
'
1
1
.
5
7
'
2
4
'
PROPOSED STOP SIGN
2
4
'
R
1
0
'
R3
0
'
3
9
.
3
2
'
COMMON ACCESS
EASEMENT
24' COMMON
ACCESS
EASEMENT
R10'
R30
'
R
1
0
'
24' COMMON
ACCESS EASEMENT
BY PLAT
24' FIRE LANE AND
COMMON ACCESS
EASEMENT BY PLAT
24' FIRE LANE AND
COMMON ACCESS
EASEMENT
DA
T
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No
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BY
DATE:
SHEET
File No. 2018-035
CHECKED:CLC
DRAWN:MKT
DESIGN:MKT
TEXAS REGISTRATION #14199
PRELIMINARY
CLAYMOORE ENGINEERING
19
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12/31/2018
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CASE NO. : ZA18-0014
0
GRAPHIC SCALE
1 inch = ft.
40 40 80
40
20
N.T.S.
VICINITY MAP
SITE
FM 1709 - SOUTHLAKE BLVD
S.
K
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B
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CR
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NO
L
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KIMBALL HILL CTEA
S
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SITE DATA TABLE - LOT 3R-1
PROPERTY DATA
EXISTING ZONING SP-2
EXISTING L.U.D.MIXED USE
NUMBER OF PROPOSED LOTS 1
AREA OF LOT 3R-1 2.39 AC = 104,280 SF
PERCENTAGE OF SITE COVERAGE
(BY BLDG)26,493 SF / 104,280 SF = 25.40%
AREA OF OPEN SPACE 29,372 SF = 28%
OUTSIDE STORAGE 0%
TOTAL BUILDING FOOTPRINT AREA 26,493 SF
SQUARE FOOTAGE BY USE 26,493 SF (MIXED USE)
FLOOR AREA RATIO 0.254 : 1
PARKING SPACES REQUIRED 3 SPACES / 1,000 SF
80 SPACES REQUIRED
PARKING SPACES PROVIDED 113 SPACES
(8 ADA SPACES)
IMPERVIOUS COVERAGE 74,908 SF = 72 %
MAXIMUM BUILDING HEIGHT
ALLOWED BY ZONING (35')ACTUAL BUILDING HEIGHT (24')
PROPOSED ZONING SP-2
LEGEND
STANDARD DUTY CONCRETE PAVEMENT
HEAVY DUTY CONCRETE PAVEMENT
DUMPSTER PAVEMENT
PROPOSED CONCRETE SIDEWALK
FULL DEPTH SAWCUT
PROPOSED CONCRETE CURB AND GUTTER
PROPOSED FIRE LANE
PARKING COUNT
BUFFERYARD
LANDSCAPE AREA
PUBLIC CONCRETE SIDEWALK
PER CITY DETAILS
10
ENGINEER
1903 CENTRAL DRIVE
SUITE #406
BEDFORD, TX 76034
PH. 817.281.0572
CONTACT: CLAY CRISTY, PE
EMAIL: CLAY@CLAYMOOREENG.COM
ARCHITECT
GUIDE ARCHITECTURE
2001 N. LAMAR ST.,SUITE 550
DALLAS, TX 75202
214-960-9773
CONTACT:
PAUL LOWERS
OWNER
SP SOUTHLAKE -KIMBALL LLC
800 E. 96TH ST. #175
INDIANAPOLIS, IN 46240
PH. 214.506.3205
EMAIL:DAVID@BROWNDFW.COM
BENCHMARK:
-AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 109' WEST AND
185' SOUTH OF THE NORTHWEST PROPERTY
CORNER. ELEVATION = 671.72'.
-AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5'
SOUTH OF THE NORTHWEST PROPERTY CORNER.
ELEVATION = 662.95'.
CITY MONUMENT:
-MONUMENT #40.
WGS 84 POSITION.
LATITUDE: 325628.25340
LONGITUDE: 970659.77550
ELLIP HGHT: 555.84
COUNTY SURVEY:ABSTRACT NO.
TARRANT A.A.FREEMAN SURVEY 522
CITY:STATE:
SOUTLAKE TEXAS
LEGAL DESCRIPTION:
LOTS 3, BLOCK A
PINNACLE POINT
7.178 ACRES - 312,683 SF
SITE PLAN
PINNACLE POINT SOUTHLAKE
CONSTRUCTION SCHEDULE
SAW CUT FULL DEPTH EXISTING PAVEMENT
HANDICAP SYMBOL
PAVEMENT STRIPING
HANDICAP SIGN
4" PARKING STALL STRIPING COLOR: WHITE (TYP)
CONCRETE SIDEWALK
PROPOSED DUMPSTER AREA AND ENCLOSURE
REFER TO ARCH PLANS FOR DETAILS
HANDICAP RAMPS, 12:1 MAX SLOPE
CURB STOP
1
2
3
4
5
6
7
8
9
SITE DATA TABLE - LOT 3R-2
PROPERTY DATA
EXISTING ZONING SP-2
EXISTING L.U.D.MIXED USE
NUMBER OF PROPOSED LOTS 1
AREA OF LOT 3R-2 2.55 AC = 110,982 SF
PERCENTAGE OF SITE COVERAGE
(BY BLDG)27,695 SF / 110,982 SF = 24.95%
AREA OF OPEN SPACE 28,537 SF = 25.71%
OUTSIDE STORAGE 0%
TOTAL BUILDING FOOTPRINT AREA 27,695 SF
SQUARE FOOTAGE BY USE 27,695 SF (MIXED USE)
FLOOR AREA RATIO 0.249 : 1
PARKING SPACES REQUIRED 3 SPACES / 1,000 SF
84 SPACES REQUIRED
PARKING SPACES PROVIDED 131 SPACES
(8 ADA SPACES)
IMPERVIOUS COVERAGE 82,445 SF = 74.29%
MAXIMUM BUILDING HEIGHT
ALLOWED BY ZONING (35')ACTUAL BUILDING HEIGHT (24' )
PROPOSED ZONING SP-2
SITE DATA TABLE - LOT 3R-3
PROPERTY DATA
EXISTING ZONING SP-2
EXISTING L.U.D.MIXED USE
NUMBER OF PROPOSED LOTS 1
AREA OF LOT 3R-3 2.24 AC = 97,418 SF
PERCENTAGE OF SITE COVERAGE
(BY BLDG)27,071 SF / 97,418 SF = 27.88%
AREA OF OPEN SPACE 16,697 SF = 16.62%
OUTSIDE STORAGE 0%
TOTAL BUILDING FOOTPRINT AREA 27,071 SF
SQUARE FOOTAGE BY USE 27,071 SF (MIXED USE)
FLOOR AREA RATIO 0.249 : 1
PARKING SPACES REQUIRED 3 SPACES / 1,000 SF
82 SPACES REQUIRED
PARKING SPACES PROVIDED 126 SPACES
(6 ADA SPACES)
IMPERVIOUS COVERAGE 81,221 SF = 83.37 %
MAXIMUM BUILDING HEIGHT
ALLOWED BY ZONING (35')ACTUAL BUILDING HEIGHT (24')
PROPOSED ZONING SP-2
SP-1
SI
T
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P
L
A
N
ANTICIPATED SCHEDULE OF DEVELOPMENT
START CONSTRUCTION OCTOBER 2018
END CONSTRUCTION APRIL 2019
LANDSCAPE CALCULATIONS
Building Floor Area 80,833 SF
City of Southlake, Texas
38,598 SF*
45,345 SF
Parking Lot Landscape PROVIDEDREQUIRED
10.5%
parking between bldg. and R.O.W.370 total spaces 5,550 sf 10,361 sf
100%
SUMMARY CHART - INTERIOR LANDSCAPE
Required
or
Provided
Landscape
Area (Sq.ft.)
% of area in
front or side
Canopy
Trees
Accent
Trees
Shrubs Ground
Cover (Sq.
Ft.)
Seasonal Color
Required
Provided
75%78 155 965
5,800 SF
5,790 SF
791 SF
772 SF
39 spaces
155 971
20 SF per stall
SUMMARY CHART - BUFFERYARDS
LOCATION REQUIRED /
PROVIDED LENGTH BUFFERYARD
WIDTH - TYPE
CANOPY
TREES
ACCENT
TREES SHRUBS FENCE /
SCREENING
NORTH REQUIRED 819.47'N/A
PROVIDED
EAST REQUIRED 305.2'10' - B 6 9 31 NA
PROVIDED 33 NA
SOUTH REQUIRED 819.76'10' - F1 25 50 66 Living Screen
PROVIDED 25 52 66
WEST REQUIRED 381.5'10' - E 4 8 31 H1-Hedgerow
PROVIDED 10' - E 4 8 31 H1-Hedgerow
TOTALS ...
Note: 20% reduction taken for doubling the width of the buffer yardb.
819.47'N/A
N/A
N/A
N/A
N/A
N/A
N/A
none
none
305.2'10' - B 6 9
819.76'10' - F1
381.5'
79
370 x 15 SF = 5,550
Note: 5% reduction in interior area for water conservation credits
CASE NO. : ZA18-0014
MATCH LINE SEE SHEET SP-2
(S
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b.
b.
Living Screen
S
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LOT 1, BLOCK A
PINNACLE POINT
DOC. NO. D217057810
P.R.T.C.T.
LOT 2, BLOCK A
PINNACLE POINT
DOC. NO. D217057810
P.R.T.C.T.
15' UTILITY EASEMENT
DOC. NO. D217057810
P.R.T.C.T.
24' FIRELANE, UTILITY,DRAINAGE & ACCESS
EASEMENT NO. D217057810 P.R.T.C.T.
24' DRAINAGE &
UTILITY EASEMENT
DOC. NO. D217057810
P.R.T.C.T.
15' UTILITY EASEMENT
DOC. NO. D217057810 P.R.T.C.T.
24' DIRELANE, UTILITY,
DRAINAGE & ACCESS EASEMENT
DOC. NO. D217057810 P.R.T.C.T.
DRAINAGE &
UTILITY EASEMENT
DOC. NO. D217057810
P.R.T.C.T.
N89°27'05"E 819.47'
30' SIDE YARD SETBACK
DOC. NO. D217057810
P.R.T.C.T.
2
4
3
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3
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'
N89°26'46"E 498.89'
N85°36'46"E 149.23'
N89°53'11"E 171.57'
22
9
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N
0
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W
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Chin Po and wife,
Whey-Ping Po
Doc. No. D199137355
O.P.R.T.C.T.
Richard Wayne Williams and
Ronald Eugene Williams
Doc. No. D209130872
O.P.R.T.C.T.
Lot 1-R-3, Block 1
Georgetown Park
Cabinet A, Slide 4041
P.R.T.C.T.
Howard E. Carr, Jr. and Valerie
Carr, Trustees,
or their successors in trust
under the
Val & Howard Carr Living Trust,
dated February 4, 2014
Doc. No. D214024121
O.P.R.T.C.T.
30
'
F
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15' SIDEYARD SETBACK
V
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ZONED: SP2
L.U.D.=MIXED USEL.U.D.=MIXED USE
ZONED: SP2
S
S FH
EXIST. FH
TO REMAIN
EXIST. SSMH
TO REMAIN
EXIST. STORM
GRATE INLET
TO REMAIN
EXIST. SSMH
TO REMAIN
EXIST. STORM
GRATE INLET
TO REMAIN
EXIST. STORMGRATE INLETTO REMAIN
EXIST. FH
TO REMAIN24
'
R3
'
24
'
EXIST. POWER POLE
TO REMAIN
FRONT
LEFT
(T
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P
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B
)
6'
55'55'
LOT 1 LOT 2
FFE=676.50
92 PARKING SPACES PROVIDED
FFE=680.90
72 PARKING SPACES PROVIDED
15,500 S.F.21,500 S.F.
11 15
27
12
13 14
11
12
21
8 8
12
EXIST. PAD
MOUTED
TRANSFORMER
EXIST. DUMPSTER
24'18'40.4'
1
8
'
2
4
'
1
8
'
1
8
'
2
4
'
1
8
'
18'24'18'
ZONED: SF1A
L.U.D.=MIXED USE
ZONED: AG
L.U.D.=MIXED USE
ZONED: AG
L.U.D.=MIXED USE
ZONED: O1
L.U.D.=RETAIL
COMMERCIAL
3
5
.
5
'
3
6
.
8
'
99.3'
1
1
3
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2
'
4
2
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'
99.44'
56.9'
1
0
8
.
1
'
48.8'
4
7
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4
'
1
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7
.
6
'
196.8'
48.7'
4
7
.
2
5
'
24'
2
4
'
24.6'
24
'
15
'
26.1'
EXIST. CONCRETE
PVMT.
EXIST. CONCRETE
PVMT.
EXIST. CONCRETE
PVMT.
EXISTING BUILDING EXISTING BUILDING
18
'
18
'
PROP. 6' CONCRETE
SIDEWALK
EXIST. 10'x50'
LOADING ZONES
5' BUFFERYARD -
TYPE A
PROPOSED
STOP SIGN
PROPOSED
STOP SIGN
DA
T
E
No
.
RE
V
I
S
I
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BY
DATE:
SHEET
File No. 2018-035
CHECKED:CLC
DRAWN:MKT
DESIGN:MKT
TEXAS REGISTRATION #14199
PRELIMINARY
CLAYMOORE ENGINEERING
19
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12/31/2018
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CASE NO. : ZA18-0014
0
GRAPHIC SCALE
1 inch = ft.
40 40 80
40
20
N.T.S.
VICINITY MAP
SITE
FM 1709 - SOUTHLAKE BLVD
S.
K
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B
A
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SITE DATA TABLE - LOT 1
PROPERTY DATA
EXISTING ZONING SP-1A
EXISTING L.U.D.MIXED USE
NUMBER OF PROPOSED LOTS 1
AREA OF LOT 3R-1 2.74 AC = 115,243 SF
PERCENTAGE OF SITE COVERAGE
(BY BLDG)21,500 SF / 115,243 SF = 18.65%
AREA OF OPEN SPACE 52,250 SF = 45.34%
OUTSIDE STORAGE 0%
TOTAL BUILDING FOOTPRINT AREA 21,500 SF
SQUARE FOOTAGE BY USE 21,500 SF (MIXED USE)
FLOOR AREA RATIO 0.187 : 1
PARKING SPACES REQUIRED 4.5 SPACES / 1,000 SF
97 SPACES REQUIRED
PARKING SPACES PROVIDED 92 SPACES
(4 ADA SPACES)
IMPERVIOUS COVERAGE 67,626 SF = 58.70 %
MAXIMUM BUILDING HEIGHT
ALLOWED BY ZONING (35')ACTUAL BUILDING HEIGHT (24')
PROPOSED ZONING SP-2
OWNER
LOT 1:
PO CHIN
2409 CASTLE ROCK ROAD
ARLINGTON, TX 76006
COUNTY SURVEY:ABSTRACT NO.
TARRANT A.A.FREEMAN SURVEY 522
CITY:STATE:
SOUTLAKE TEXAS
LEGAL DESCRIPTION:
LOTS 3, BLOCK A
PINNACLE POINT
7.178 ACRES - 312,683 SF
SITE PLAN
PINNACLE POINT SOUTHLAKE
SP-2
CASE NO. : ZA18-0014
SI
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(S
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MATCH LINE SEE SHEET SP-1
LEGEND
STANDARD DUTY CONCRETE PAVEMENT
HEAVY DUTY CONCRETE PAVEMENT
DUMPSTER PAVEMENT
PROPOSED CONCRETE SIDEWALK
FULL DEPTH SAWCUT
PROPOSED CONCRETE CURB AND GUTTER
PROPOSED FIRE LANE
PARKING COUNT
BUFFERYARD
LANDSCAPE AREA
PUBLIC CONCRETE SIDEWALK
PER CITY DETAILS
10
SUMMARY CHART - BUFFERYARDS - LOT 2
LOCATION REQUIRED /
PROVIDED LENGTH BUFFERYARD
WIDTH - TYPE
CANOPY
TREES
ACCENT
TREES SHRUBS FENCE /
SCREENING
NORTH REQUIRED 310.00' 10' - TYPE 'A'
PROVIDED
EAST REQUIRED 190.00'2 4 15
PROVIDED 15
SOUTH REQUIRED 264.00'N/A
PROVIDED
WEST REQUIRED 205.00'
PROVIDED
3 6 25
2 4
COMMENTS
SITE DATA TABLE - LOT 2
PROPERTY DATA
EXISTING ZONING SF1A
EXISTING L.U.D.MIXED USE
NUMBER OF PROPOSED LOTS 1
AREA OF LOT 3R-2 1.62 AC = 70,537 SF
PERCENTAGE OF SITE COVERAGE
(BY BLDG)15,500 SF / 70,537 SF = 21.97%
AREA OF OPEN SPACE 19,597 SF = 27.74%
OUTSIDE STORAGE 0%
TOTAL BUILDING FOOTPRINT AREA 15,500 SF
SQUARE FOOTAGE BY USE 15,500 SF (MIXED USE)
FLOOR AREA RATIO 0.220 : 1
PARKING SPACES REQUIRED 4.5 SPACES / 1,000 SF
70 SPACES REQUIRED
PARKING SPACES PROVIDED 72 SPACES
(4 ADA SPACES)
IMPERVIOUS COVERAGE 43,035 SF = 61 %
MAXIMUM BUILDING HEIGHT
ALLOWED BY ZONING (35')ACTUAL BUILDING HEIGHT (24' )
PROPOSED ZONING SP-2
LOT 2
INTERIOR LANDSCAPE AREA REQUIREMENTS
PROVIDED
LANDSCAPE CALCULATIONS FOR THE CITY OF SOUTHLAKE, TX
CANOPY TREES (1 PER 500 SF)
UNDERSTORY TREES (1 PER 250 SF)
SHRUBS (1 PER 40 SF)
GROUND COVER (15%)
SEASONAL COLOR (2%)
1ST FLOOR = 15,500 SF x 50% =7,700 SF
REQUIRED
7,750 SF / 500 SF = 16 TREES
7,750 SF
16 TREES
7,750 SF / 250 SF = 31 TREES 31 TREES
7,750 SF / 40 SF = 194 TREES 194 SHRUBS
7,750 SF / 15% = 1,163 SF 1,163 SF
7,750 SF / 2% = 155 SF 155 SF
2 Existing
10' - TYPE 'A' 3 6 25
10' - TYPE 'A'
10' - TYPE 'A'
N/A
None Required per
SP zoning
None Required per
SP zoning
LOT 1
INTERIOR LANDSCAPE AREA REQUIREMENTS
PROVIDED
LANDSCAPE CALCULATIONS FOR THE CITY OF SOUTHLAKE, TX
CANOPY TREES (1 PER 500 SF)
UNDERSTORY TREES (1 PER 250 SF)
SHRUBS (1 PER 40 SF)
GROUND COVER (15%)
SEASONAL COLOR (2%)
1ST FLOOR = 21,500 SF x 50% =10,750 SF
REQUIRED
10,750 SF / 500 SF = 20 TREES
10,750 SF
22 TREES
10,750 SF / 250 SF = 40 TREES 43 TREES
10,750 SF / 40 SF = 250 TREES 269 SHRUBS
10,750 SF / 15% = 1,500 SF 1,163 SF
10,750 SF / 2% = 200 SF 215 SF
SUMMARY CHART - BUFFERYARDS - LOT 1
LOCATION REQUIRED /
PROVIDED LENGTH BUFFERYARD
WIDTH - TYPE
CANOPY
TREES
ACCENT
TREES SHRUBS FENCE /
SCREENING
NORTH A REQUIRED 300.00' 10' - TYPE 'F1'
PROVIDED
EAST REQUIRED 205.00'
PROVIDED
SOUTH REQUIRED 463.00'N/A
PROVIDED
WEST REQUIRED 190.00'
PROVIDED
9 18 24
COMMENTS
2 Existing
9 18 24
None Required per
SP zoning
NORTH B REQUIRED 210.00' 10' - TYPE 'A'
PROVIDED
2 4 17
10' - TYPE 'A'2 4 17
10' - TYPE 'F1'
FENCE F1-8 OPAQUE
NONE - VARIANCE REQUESTED
N/A
10' - TYPE 'E'
10' - TYPE 'E'
2 4
2 4
15
15
HEDGE H1 - 75%
HEDGE H1 - 75%
None Required per
SP zoning
5 Existing
7 Existing
OWNER
LOT 2:
TERESA FLOYD
1395 HIDEAWAY LANE
HIDEAWAY, TX 75771
DEVELOPER
LOT 1 & LOT 2:
BROWN COMPANY PARTNERS, LLC
5440 HARVEST HILL ROAD, SUITE 236
DALLAS, TEXAS 75230
CONTACT: DAVID KARR
PHONE: 214.506.3205
EMAIL: david.karr@browndfw.com
ENGINEER/CONSULTANT
LOT 1 & LOT 2:
ADAMS ENGINEERING
8951 CYPRESS WATER BLVD., SUITE 150
DALLAS, TEXAS 75019
CONTACT: JIMMY FETCHER, PLA
PHONE: 817.328.3200
EMAIL: jimmy.fetcher@adams-engineering.com
GENERAL NOTES
1. ALL MATERIAL AND CONSTRUCTION SHALL CONFORM TO THE CITY'S DESIGN STANDARDS. IF NO CITY STANDARD IS
APPLICABLE, MATERIAL AND CONSTRUCTION SHALL CONFORM TO THE "NORTH CENTRAL TEXAS COUNCIL OF
GOVERNMENTS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION"
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH ALL MATERIALS AND LABOR TO CONSTRUCT THE FACILITY AS
SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING
AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. ALL WORK REQUIRED BY THESE PLANS SHALL BE CONDUCTED IN
CONFORMANCE WITH CURRENT SAFETY CODES AND STANDARDS WITH JURISDICTION OVER THIS PROJECT.
3. THE CONTRACTOR SHALL CONTACT ALL FRANCHISE UTILITY COMPANIES TO HAVE THEM LOCATE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION AND DEPTH OF ALL
FRANCHISE UTILITY SERVICES AND ANY REQUIRED RELOCATION AND/OR EXTENSIONS. SERVICES SHOWN ON THE
PLANS, IF ANY, ARE CONCEPTUAL.
4. THE CONTRACTOR SHALL PROTECT ALL PUBLIC AND PRIVATE UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. ALL
MANHOLES, CLEANOUTS, VALVE BOXES, POWER POLES, SIGNS, FIRE HYDRANTS, ETC., MUST BE ADJUSTED TO
PROPER GRADE BY THE CONTRACTOR PRIOR TO AND AFTER PLACING OF PERMANENT PAVING. UTILITIES MUST BE
MAINTAINED TO PROPER LINE AND GRADE DURING CONSTRUCTION OF THE PAVING FOR THIS PROJECT.
5. BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR EXCAVATION IS IN CLOSE
PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR. THERE IS NO
SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE VARIOUS PAY ITEMS FOR INSTALLATION OF
PIPE.
6. THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM
AVAILABLE RECORDS AND ARE CONSIDERED APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ADJACENT AND/OR CONFLICTING UTILITIES SUFFICIENTLY IN
ADVANCE OF CONSTRUCTION IN ORDER THAT ADJUSTMENTS CAN BE MADE TO PROVIDE ADEQUATE CLEARANCES.
THE CONTRACTOR SHALL PRESERVE AND PROTECT PUBLIC UTILITIES AT ALL TIMES DURING CONSTRUCTION. ANY
DAMAGE TO UTILITIES RESULTING FROM CONTRACTOR'S OPERATIONS SHALL BE RESTORED AT THE CONTRACTOR'S
EXPENSE. THE ENGINEER SHALL BE NOTIFIED WHEN PROPOSED FACILITY GRADES CONFLICT WITH EXISTING UTILITY
GRADES.
7. THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY PHYSICAL DAMAGE TO PRIVATE PROPERTY,
INCLUDING, BUT NOT LIMITED TO FENCES, WALLS, PAVEMENT, GRASS, TREES, AND LAWN SPRINKLER AND IRRIGATION
SYSTEMS AT NO COST TO THE OWNER. THIS WORK SHALL BE SUBSIDIARY TO THE CONTRACT (UNLESS OTHERWISE
NOTED) AND IS NOT A SEPARATE PAY ITEM.
8. THE CONTRACTOR SHALL REMOVE SURPLUS MATERIAL FROM THE PROJECT AREA. THIS WORK SHALL BE SUBSIDIARY
TO THE CONTRACT AND IS NOT A SEPARATE PAY ITEM.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.
10.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES A COPY OF THE CONTRACT DOCUMENTS
INCLUDING PLANS, SPECIFICATIONS, AND SPECIAL CONDITIONS, COPIES OF ANY REQUIRED CONSTRUCTION PERMITS,
EROSION CONTROL PLANS, SWPPP AND INSPECTION REPORTS.
11.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT
AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN SHALL BE MADE
WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN
TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF
THE AFFECTED ITEM.
12.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS SHALL BE SENT TO THE ARCHITECT,
CIVIL ENGINEER, CONTRACTOR AND OWNER DIRECTLY FROM THE TESTING AGENCY.
13.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES, JURISDICTIONAL AGENCIES AND/OR
UTILITY SERVICE COMPANIES SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO BUILDING POSSESSION AND THE
FINAL CONNECTION OF SERVICES.
14.CONTRACTOR SHALL VERIFY BENCHMARKS AND DATUM PRIOR TO COMMENCING CONSTRUCTION OR STAKING OF
IMPROVEMENTS.
15.CONTRACTOR SHALL THOROUGHLY CHECK COORDINATION OF CIVIL, LANDSCAPE, MEP, ARCHITECTURAL, AND OTHER
PLANS PRIOR TO COMMENCING CONSTRUCTION. OWNER AND ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY
PRIOR TO COMMENCING WITH CONSTRUCTION.
16.ALL HORIZONTAL DIMENSIONS GIVEN ARE TO FACE OF CURB AND TO PIPE CENTERLINES UNLESS OTHERWISE NOTED
ON PLANS.
17.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING RELOCATION AND INSTALLATION OF FRANCHISE UTILITIES
NECESSARY FOR ON AND OFF SITE CONSTRUCTION. PAYMENT FOR RELOCATION AND INSTALLATION WILL BE
NEGOTIATED ONCE IDENTIFIED.
18.ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE SHOWN.
19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE
AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL.
THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL
PROTECTION.
20.UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE THE CIVIL ENGINEER A COPY OF RECORD
DRAWINGS IDENTIFYING ALL DEVIATIONS OR VARIATIONS FROM THE ORIGINAL PLANS.
21.CONTRACTOR SHALL GIVE NOTICE TO ALL AFFECTED PARTIES AND ALL AUTHORIZED INSPECTORS,
SUPERINTENDENTS, OR PERSONS IN CHARGE OF PRIVATE AND PUBLIC UTILITIES OR RAILROADS AFFECTED BY HIS
OPERATIONS, AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF WORK.
22.ALL "RECORD" DIMENSIONS SHALL CONFORM TO THE DESIGN DIMENSIONS PLUS OR MINUS 0.02 FEET. ALL "RECORD"
SLOPES SHALL CONFORM TO THE DESIGNED SLOPES PLUS OR MINUS 0.005 FOOT/FOOT.
23.CONTRACTOR SHALL CONTACT CITY BUILDING OFFICIAL TO LEARN OF ANY UNUSUAL CONSTRUCTION SEQUENCING
REQUIREMENTS THAT THE CITY MAY REQUIRE. THE CONTRACTOR IS CAUTIONED THAT THIS AND PERHAPS OTHER
SUCH REQUIREMENTS MAY EXIST AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO INVESTIGATE AND COMPLY WITH
THEM.
PAVING AND STRIPING NOTES
1. THE REINFORCED PORTLAND CEMENT CONCRETE SHOULD HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF
3,500 PSI AT 28 DAYS FOR LIGHT DUTY CONCRETE AND 3,500 PSI FOR MEDIUM DUTY AND HEAVY DUTY AREAS, AND A
MINIMUM REINFORCING OF #3 BARS @ 18" O.C.E.W. AND SHALL STRICTLY ADHERE TO DETAILS INCLUDED IN THIS SET.
A BASE SUB-GRADE PER THE GEOTECHNICAL REPORT IS REQUIRED BENEATH ALL PAVING.
2. TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING IMPROVEMENTS SHALL BE PERFORMED
BY AN AGENCY, APPROVED BY THE OWNER, FOR TESTING MATERIALS. PROCUREMENT OF THE TESTING LABORATORY
AND THE PAYMENT OF SUCH TESTING SERVICES SHALL BE MADE BY THE OWNER. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO ENSURE, BY THE STANDARD TESTING PROCEDURES, THAT THE WORK CONSTRUCTED MEETS THE
REQUIREMENTS OF THE CITY AND PROJECT SPECIFICATIONS.
3. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "TEXAS MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES".
4. THE CONTRACTOR SHALL REVIEW LOCATION OF ALL TRAFFIC CONTROL DEVICES WITH THE OWNER PRIOR TO
INSTALLATION.
5. SEE M.E.P. PLANS FOR LOCATION OF PROPOSED SLEEVING AND CONDUITS.
6. ALL HANDICAP RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO THE MOST RECENT VERSION OF
THE AMERICANS WITH DISABILITIES ACT OF 2010 AND THE TEXAS ARCHITECTURAL BARRIERS ACT OF 2010, AND ALL
ADDENDUMS OR UPDATES.
7. CONTRACTOR SHALL SUBMIT A PAVEMENT JOINTING PLAN TO THE ENGINEER AND OWNER PRIOR TO THE BEGINNING
OF ANY CONCRETE PAVING WORK.
8. ANY EXISTING CONCRETE OR ASPHALT SHOWN TO BE REMOVED SHALL BE PROPERLY DISPOSED OF BY THE
CONTRACTOR OFF SITE. THIS WORK SHALL BE SUBSIDIARY TO THE CONTRACT AND IS NOT A SEPARATE PAY ITEM.
9. CONSTRUCTION JOINTS SHALL BE REQUIRED AT INTERRUPTIONS OF PAVING OPERATIONS SUCH AS THOSE
OCCURRING AT THE END OF THE DAY OR DUE TO WEATHER OR EQUIPMENT BREAKDOWN. PLACE AT LONGITUDINAL
CONSTRUCTION OR ISOLATION JOINT LOCATIONS.
10.CONTRACTOR TO INSTALL CONSTRUCTION JOINTS IN CONCRETE PAVEMENT AT ALL PC'S AND AS CONVENIENT TO
PHASING OF POURS. CONCRETE PAVEMENT TO BE CONSTRUCTED WITH ISOLATION JOINTS AROUND THE PERIMETER
OF ANY BLOCK OUT IN PAVEMENT AND SAWED DUMMY JOINTS EVERY 12' IN BOTH DIRECTIONS.
11.ALL JOINTS ARE TO CONTINUE THROUGH THE CURB.
12.RADIAL JOINTS SHALL BE NO SHORTER THAN 24".
13.ALL CONSTRUCTION JOINTS SHALL BE SAWED, CLEANED OF DEBRIS, BLOWN DRY AND IMMEDIATELY SEALED WITH HOT
POURED RUBBER JOINT SEALING COMPOUND.
STORM SEWER NOTES
1. CONTRACTOR SHALL FIELD VERIFY THE VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO
START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND CONSTRUCTION MANAGER
IMMEDIATELY IF A CONFLICT IS DISCOVERED.
2. CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL
LOCATION OF CURB INLETS, GRATE INLETS, AND ALL UTILITIES CROSSING THE STORM SEWER. FLOW LINES AND RIMS
OF PROPOSED INLETS SHALL BE VERIFIED WITH THE PROPOSED GRADE PRIOR TO CONSTRUCTION.
3. THE END OF ALL STORM SEWER LATERALS THAT CONNECT TO WORK BY PLUMBER SHALL BE TIGHTLY PLUGGED OR
CAPPED AND MARKED 5.0 FEET OUTSIDE THE BUILDING UNTIL FINAL CONNECTIONS ARE MADE BY PLUMBING
CONTRACTOR.
4. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE
INSTALLATION OF THE STORM SEWER.
5. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL CONSTRUCTION PERMITS.
6. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND
PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF CONSTRUCTION.
THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES.
7. EXISTING MANHOLE TOPS AND ALL OTHER DRAINAGE FACILITIES SHALL BE ADJUSTED AS REQUIRED TO MATCH FINAL
GRADES AS SHOWN ON GRADING PLAN. NO SEPARATE PAY ITEM.
8. ALL RCP SHALL BE CLASS 3 OR APPROVED EQUAL.
STORM SEWER DISCHARGE AUTHORIZATION
1. IF THE TOTAL DISTURBED AREA EXCEEDS ONE (1) ACRE A NOTICE OF INTENT (N.O.I.) SHALL BE SUBMITTED BY THE
CONTRACTOR TO THE TCEQ NO LESS THAN 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
2. ALL CONTRACTORS AND SUBCONTRACTORS PROVIDING SERVICES RELATED TO THE SWPPP SHALL SIGN A
CONTRACTOR CERTIFICATION STATEMENT ACKNOWLEDGING THEIR RESPONSIBILITIES AS SPECIFIED IN THE SWPPP.
3. A COPY OF THE SWPPP, INCLUDING CONTRACTOR CERTIFICATIONS AND ANY REVISIONS, SHALL BE SUBMITTED TO THE
CITY AND FILED WITH THE CONSTRUCTION PLANS, AND SHALL BE RETAINED ON-SITE DURING CONSTRUCTION.
4. A NOTICE OF TERMINATION (N.O.T.) SHALL BE SUBMITTED TO THE TCEQ BY THE CONTRACTOR WHEN THE SITE HAS
100% OF THE DISTURBED AREAS STABILIZED AND THE SITE NO LONGER HAS STORM WATER DISCHARGES ASSOCIATED
WITH INDUSTRIAL ACTIVITIES (CONSTRUCTION), OR THE N.O.T. PERMITTEE OR CO-PERMITTEE NO LONGER HOLDS
OPERATIONAL CONTROL OF THE CONSTRUCTION.
WATER NOTES
1. EXISTING UTILITY DATA IS PROVIDED FOR INFORMATION ONLY. ALTHOUGH THIS DATA IS SHOWN AS ACCURATELY AS
POSSIBLE, THE CONTRACTOR IS CAUTIONED THAT THE DEVELOPER AND THE ENGINEER NEITHER ASSUMES NOR
IMPLIES ANY RESPONSIBILITY FOR THE ACCURACY OF THIS DATA.
2. THE CONTRACTOR IS TO VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
3. HORIZONTAL AND VERTICAL BLOCKING FOR WATER LINES HAS BEEN OMITTED FOR CLARITY. HOWEVER, BLOCKING
SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS.
4. TRENCHES WHICH LAY OUTSIDE EXISTING OR FUTURE PAVEMENTS SHALL BE BACK FILLED ABOVE THE TOP OF THE
EMBEDMENT WITH TYPE 'C' BACKFILL MATERIALS. WHEN TYPE 'C' BACKFILL MATERIAL IS NOT SUITABLE AND AT THE
DIRECTION OF THE ENGINEER TYPE 'B' MATERIAL SHALL BE USED. ALL BACKFILL MATERIAL SHALL BE COMPACTED TO
A MINIMUM OF 90% PROCTOR DENSITY BY MEANS OF TAMPING ONLY. TRENCHES WHICH CROSS UNDER EXISTING OR
FUTURE PAVEMENT SHALL BE BACK FILLED PER FIGURE 'A' WITH 95% PROCTOR STANDARD DENSITY OF -2, +4 OF
OPTIMUM MOISTURE CONTENT.
5. TOP OF WATER LINES SHALL BE A MINIMUM OF 42" BELOW TOP OF CURB EXCEPT WHERE SHOWN OTHERWISE IN
THESE PLANS.
6. FIRE HYDRANTS SHALL BE A MINIMUM 3' BEHIND THE FACE OF THE CURB UNLESS OTHERWISE DIRECTED BY THE CITY.
FIRE HYDRANTS AND VALVES AS SHOWN ON THESE PLANS ARE SYMBOLIC ONLY.
7. CORPORATION STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED.
8. ALL NEW WATER MAINS SHALL BE FULLY PURGED.
9. ALL 6", 8", 10" & 12" WATER MAINS SHALL BE PVC AWWA C900, DR-14. ALL WATER MAINS USING POLY-WRAPPED
DUCTILE IRON PIPE SHALL BE CLASS 51.
10.FITTINGS SHALL BE DUCTILE IRON AND MECHANICAL JOINT TYPE, WITH "COR-BLUE" BOLTS AND SHALL BE CLASS 250.
SANITARY SEWER NOTES
1. EXISTING UTILITY DATA IS PROVIDED FOR INFORMATION ONLY. ALTHOUGH THIS DATA IS SHOWN AS ACCURATELY AS
POSSIBLE, THE CONTRACTOR IS CAUTIONED THAT THE DEVELOPER AND THE ENGINEER NEITHER ASSUMES NOR
IMPLIES ANY RESPONSIBILITY FOR THE ACCURACY OF THIS DATA.
2. THE CONTRACTOR IS TO VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
3. TRENCHES WHICH LIE OUTSIDE EXISTING PAVEMENTS SHALL BE BACKFILLED ABOVE THE TOP OF THE EMBEDMENT
WITH TYPE "C" BACKFILL MATERIAL. WHEN TYPE "C" BACKFILL MATERIAL IS NOT SUITABLE AND AT THE DIRECTION OF
THE ENGINEER, TYPE "B" MATERIAL SHALL BE USED. ALL BACKFILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF
90% OF THE MAXIMUM DRY DENSITY BY MEANS OF TAMPING ONLY. TRENCHES THAT CROSS UNDER EXISTING OR
FUTURE PAVEMENT SHALL BE BACKFILLED AND COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY
WITH MOISTURE CONTENT-2 AND +4% OF OPTIMUM MOISTURE CONTENT.
4. TYPICAL LOCATION OF SANITARY SEWER PIPE SHALL BE A MINIMUM OF 4'-0" BELOW TOP OF CURB EXCEPT WHERE
SHOWN OTHERWISE IN THESE PLANS.
5. ALL FLEXIBLE SANITARY SEWER MAINS SHALL BE TESTED WITH STANDARD 5% DEFLECTION MANDREL.
6. ALL SANITARY SEWER LINES SHALL BE CAPPED WITH AN APPROPRIATE CAP AT THE END OF EACH WORKDAY.
7. WHEN EXISTING GRADES ARE LOWER THAN PROPOSED MAINS, THE FILL AREA OVER THE PIPE SHALL BE FILLED AND
COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY TO THE PROPOSED FINISHED GRADE PRIOR TO
INSTALLING ANY MAIN.
8. ALL SEWER SERVICES SHALL BE CONSTRUCTED OF SDR-35 PIPE.
TRAFFIC CONTROL NOTES
1. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS TO THE OWNER, AT LEAST 48 HOURS PRIOR TO
CONSTRUCTION ACTIVITY.
2. ALL TRAFFIC CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE TEXAS MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD), LATEST VERSION.
3. THE CONTRACTOR SHALL COVER EXISTING SIGNS AND OBLITERATE EXISTING PAVEMENT MARKINGS THAT CONFLICT
WITH THE INTENT OF THESE TRAFFIC CONTROL PLANS TO AVOID CONFUSION TO THE TRAVELING PUBLIC.
4. THE CONTRACTOR SHALL UNCOVER EXISTING SIGNS AND REPLACE PAVEMENT MARKINGS IN-KIND AS ORIGINALLY
CONFIGURED AT THE END OF CONSTRUCTION OPERATIONS AND PRIOR TO FINAL ACCEPTANCE BY THE OWNER.
5. ALL TEMPORARY SIGNS, BARRICADES, WARNING LIGHTS AND OTHER MISCELLANEOUS TRAFFIC CONTROL MEASURES
SHALL BE REMOVED AND ORIGINAL TRAFFIC CONTROL MEASURES REPLACED AT THE END OF THE CONTRACTOR'S
CONSTRUCTION OPERATIONS.
EROSION CONTROL NOTES
1. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL EROSION, CONSERVATION, AND SILTATION
ORDINANCES. THE CONTRACTOR SHALL USE SEDIMENT FILTERS OR OTHER MEASURES APPROVED BY THE ENGINEER
AND CONSTRUCTION MANAGER TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM CLOGGING STORM SEWER PIPES
OR PROPOSED OR EXISTING INLETS, OR FROM BEING TRANSPORTED TO ADJACENT PROPERTIES AND STREET
RIGHT-OF-WAYS. ALL EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO SITE DISTURBANCE AND SHALL
REMAIN IN PLACE UNTIL FINAL GRADING AND PAVING IS COMPLETE AND PERMANENT SOIL STABILIZATION IS ACHIEVED.
2. CONSTRUCTION OPERATIONS SHALL BE MANAGED SO THAT AS MUCH OF THE SITE AS POSSIBLE IS LEFT COVERED
WITH EXISTING TOPSOIL AND VEGETATION.
3. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH. THE AREAS SHALL THEN BE
SEEDED (OR SODDED), IRRIGATED, AND MAINTAINED UNTIL PERMANENT STAND OF GRASS IS ACHIEVED WITH A
MINIMUM OF 70% COVERAGE. UNLESS OTHERWISE NOTED, PRIVATE LAWN AREAS AND PARKWAYS IN FRONT OF
PRIVATE LAWN AREAS DISTURBED BY CONSTRUCTION SHALL BE REPLACED WITH BLOCK SOD SIMILAR TO THAT
EXISTING.
4. CONTRACTOR SHALL CONSTRUCT A STABILIZED CONSTRUCTION ENTRANCE AT ALL PRIMARY POINTS OF ACCESS.
CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION TRAFFIC UTILIZES THE STABILIZED
ENTRANCE AT ALL TIMES FOR INGRESS/EGRESS TO THE SITE.
5. CONSTRUCTION ENTRANCE:
·MINIMUM SIZE STONE: 5-INCHES DIAMETER
·THICKNESS: NOT LESS THAN 8-INCHES
·LENGTH: AS SHOWN ON PLAN
·WIDTH: NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS AND EGRESS.
·MAINTENANCE REQUIREMENTS: AS NECESSARY TO PREVENT TRACKING OR FLOWING MUD INTO PUBLIC
RIGHT-OF-WAY OR PARKING AREAS.
6. SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION WHICH SHALL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ON A
PUBLIC ROADWAY SHALL BE REMOVED IMMEDIATELY. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO
ENTRANCE TO A PUBLIC ROADWAY, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS
INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR TRACKING ONTO PUBLIC ROADS SHALL BE PAID BY THE
CONTRACTOR.
7. CONTRACTOR IS RESPONSIBLE FOR PROPER MAINTENANCE OF THE REQUIRED EROSION CONTROL DEVICES
THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. EROSION CONTROLS SHALL BE REPAIRED OR REPLACED AS
INSPECTION DEEMS NECESSARY, OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. ACCUMULATED SILT IN ANY
EROSION CONTROL DEVICE SHALL BE REMOVED AND SHALL BE DISTRIBUTED ON SITE IN A MANNER NOT
CONTRIBUTING TO ADDITIONAL SILTATION. THE CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION
CONTROL DEVICE WHICH IS DISTURBED.
8. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE
CONTRACTOR SHALL USE FILTER BARRIER (OR OTHER METHOD APPROVED BY THE ENGINEER AND CITY) AS REQUIRED
TO PREVENT ADVERSE OFF SITE IMPACTS OR STORM WATER QUALITY FROM SILT AND CONSTRUCTION DEBRIS
FLOWING ONTO ADJACENT PROPERTIES AS REQUIRED BY THE CITY.
9. BEFORE ANY EARTHWORK IS DONE, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF CONSTRUCTION
AND OTHER ITEMS ESTABLISHED BY THE PLANS. THE CONTRACTOR SHALL PROTECT AND PRESERVE CONTROL POINTS
AT ALL TIMES DURING THE COURSE OF THE PROJECT. THE GRADING CONTRACTOR SHALL PROVIDE ALL NECESSARY
ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK.
10.CONTRACTOR STAGING AREA TO BE AGREED UPON BY OWNER PRIOR TO BEGINNING CONSTRUCTION.
11.THE CONTRACTOR MUST REVIEW AND MAINTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN WITH
ALL CONDITIONS, ATTACHMENTS, EXHIBITS, AND PERMIT MODIFICATIONS IN GOOD CONDITION AT THE CONSTRUCTION
SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY THE T.C.E.Q. OR THE GOVERNING
CITY.
GRADING NOTES
1. IF A GRADING PERMIT IS REQUIRED FROM THE CITY PRIOR TO STARTING CONSTRUCTION, CONTRACTOR IS
RESPONSIBLE FOR OBTAINING PERMIT AND PAYING ALL ASSOCIATED FEES.
2. CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN)
WITHIN SCOPE OF CONSTRUCTION. IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE
THEM AT HIS OWN EXPENSE.
3. ALL SPOT ELEVATIONS SHOWN ARE TO TOP OF PAVING SURFACE OR FINISHED EARTH GRADE UNLESS NOTED
OTHERWISE.
4. CONTRACTOR TO ENSURE POSITIVE DRAINAGE FROM THE EXISTING AND PROPOSED BUILDINGS AND NO PONDING IN
PAVED AREAS. CONTRACTOR ADJUSTMENTS TO SPOT GRADES TO MAINTAIN POSITIVE DRAINAGE IS ALLOWED WITH
THE PRIOR APPROVAL OF THE ENGINEER. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO PAVING IF ANY
AREAS OF POOR DRAINAGE ARE ENCOUNTERED.
5. THE CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER
POLES, GUY WIRES, AND TELEPHONE BOXES WHICH ARE TO REMAIN IN PLACE AND UNDISTURBED DURING
CONSTRUCTION.
6. ALL EXISTING CONCRETE PAVING, CHANNEL IMPROVEMENTS, SIDEWALK, STRUCTURES AND CURB DEMOLITION SHALL
BE REMOVED IN THEIR ENTIRETY AND DISPOSED OF BY THE CONTRACTOR, OFFSITE UNLESS OTHERWISE DIRECTED
BY THE OWNER OR ENGINEER.
7. ALL CLEARING, GRADING, COMPACTION AND SUBGRADE PREPARATION SHALL BE IN ACCORDANCE TO THE
GEOTECHNICAL REPORT.
8. GRADING CONTRACTOR TO COORDINATE WITH THE FRANCHISE UTILITY COMPANIES FOR ANY REQUIRED UTILITY
ADJUSTMENTS AND/OR RELOCATIONS.
9. THE CONTRACTOR SHALL CALCULATE HIS OWN EARTHWORK QUANTITIES AND USE TO DETERMINE HIS BID
ACCORDINGLY.
10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE HANDICAPPED ROUTES (PER A.D.A. & T.A.S)
EXIST TO AND FROM EVERY DOOR. IN NO CASE SHALL HANDICAP RAMP SLOPES EXCEED 1 VERTICAL TO 12
HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINAL
SIDEWALK SLOPES EXCEED 5.0 PERCENT. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY
EXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A. AND
T.A.S. COMPLIANCE ISSUES.
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TEXAS REGISTRATION #14199
PRELIMINARY
CLAYMOORE ENGINEERING
19
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BENCHMARK:
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 109' WEST AND
185' SOUTH OF THE NORTHWEST PROPERTY
CORNER. ELEVATION = 671.72'.
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5'
SOUTH OF THE NORTHWEST PROPERTY CORNER.
ELEVATION = 662.95'.
-
CASE NO. : ZA18-0014
1-800-DIG-TESS
DIG TESS
CALL BEFORE YOU DIG
(@ least 72 hours prior to digging)
STOP!
LOT 1 LOT 2FF=676.50
92 PARKING SPACES PROVIDED FF=679.00
72 PARKING SPACES PROVIDED
15,469.50 S.F.
21030.56 S.F.
Richard Wayne Williams andRonald Eugene WilliamsDoc. No. D209130872
O.P.R.T.C.T.
30
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PINNACLE POINTDOC. NO. D217057810
P.R.T.C.T.
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LOT 4, MEADOW OAKS
SUBDIVISION
VOL. 388-129, PG. 39
P.R.T.C.T.
THE ZELDA M. WHITE
ESTATE TRUST
ELBERT CLARK
WHITE, JR. TRUSTEE
DOC. NO. D206196920
O.P.R.T.C.T.
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CARROLL ISD NO.4ADDITION CABINET A,
SLIDE 6417 P.R.T.C.T.
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N85°36'46"E 149.23'
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LOT 3R-2
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LOT 3R-3
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File No. 2018-035
CHECKED:CLC
DRAWN:MKT
DESIGN:MKT
TEXAS REGISTRATION #14199
PRELIMINARY
CLAYMOORE ENGINEERING
19
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CASE NO. : ZA18-0014
0
GRAPHIC SCALE
1 inch = ft.
40 40 80
40
20
BENCHMARK:
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 109' WEST AND
185' SOUTH OF THE NORTHWEST PROPERTY
CORNER. ELEVATION = 671.72'.
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5'
SOUTH OF THE NORTHWEST PROPERTY CORNER.
ELEVATION = 662.95'.
CITY MONUMENT:
- MONUMENT #40.
WGS 84 POSITION.
LATITUDE: 325628.25340
LONGITUDE: 970659.77550
ELLIP HGHT: 555.84
LEGEND
DIRECTION OF FLOW
EXISTING CONTOUR
PROPOSED CONTOUR
LIMITS OF CONSTRUCTION
FILTER BARRIER
CONSTRUCTION ENTRANCE
INLET PROTECTION
FB
CE
ACREAGE SUMMARY
ON-SITE DISTURBED AREA 5.65 AC
OFF-SITE DISTURBED AREA 0.00 AC
TOTAL DISTURBED AREA 5.65 AC
IP
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PLAN VIEW
PROFILE
NCTCOG ITEM 2.1.8. (d)
"ROCK FOR FOUNDATION"
(2"-5" ROCK)
ROADWAY
FILTER FABRIC
UNDERLINER
(MIRAFI 140NL)
EXISTING
GRADE
50' MIN.
GRADE TO PREVENT RUNOFF FROM LEAVING SITE
CONSTRUCTION ENTRANCE DETAIL
N.T.S.
CONCRETE BLOCKS
PLACED AROUND
DROP INLET
PERIMETER
POULTRY SCREEN
PLACED AROUND
CONCRETE BLOCK
PERIMETER
POULTRY
SCREEN TO
PREVENT ROCK
MOVEMENT
38MM (1.5") DIA. ROCK
BARRIER (APPROX.) PLACED
TO TOP OF CONCRETE
BLOCKS
CONCRETE BLOCKS
STACKED 1 OR 2
HIGH
POULTRY SCREEN
TO PREVENT
ROCK MOVEMENT
ROCK BARRIER CAN
BE USED ON
PAVEMENT OR BARE
GROUND
A
PLAN VIEW
FLOW FLOW
OVERFLOW
SEEPAGE
A
CROSS SECTION A-A
GRATE INLET PROTECTION DETAIL
N.T.S.
CURLEX SEDIMENT LOGS
STAKE DETAIL (FRONT VIEW)
STAKE DETAILS (ON BARE SOIL)
ISOMETRIC PLAN VIEW
SEDIMENT LOG DETAIL
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DATE:
SHEET
File No. 2018-035
CHECKED:CLC
DRAWN:MKT
DESIGN:MKT
TEXAS REGISTRATION #14199
PRELIMINARY
CLAYMOORE ENGINEERING
19
0
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12/31/2018
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CASE NO. : ZA18-0014
ER
O
S
I
O
N
C
O
N
T
R
O
L
D
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T
A
I
L
S
C-4
FH
FH
FH
FH
YARD SETBACK
8" W 8" W
1
"
W
S
S
LOT 4, MEADOW OAKS
SUBDIVISION
S89°27'05"W 819.76'
DRAINAGE & UTILITY
EASEMENTDOC. NO. D217057810
P.R.T.C.T.
15' SIDE YARD SETBACK
DOC.NO. D217057810P.R.T.C.T.
30' SIDE YARD SETBACK
NO. D217057810P.R.T.C.T.
N89°27'05"E 819.47'
LOT 3R-1
26,493 SF
FFE=677.50
LOT 3R-2
27,695 SF
FFE=677.75
VAN
V
A
N
VAN
V
A
N
18'24'9'288.28'
18'24'8.96'288.28'18'
24'
4.79'
18'
18'
12'12'
12'12'8.9'315.37'
9'315.17'18'
24'
18'
24
18'
1
8
'
1
1
.
5
1
'
1
2
'
1
2
'
1
8
'
1
5
.
7
3
'
8
6
.
2
7
'
8
'
1
8
'
1
2
'
1
2
'
1
8
'
9
.
3
3
'
9
0
.
2
7
'
1
0
.
4
'
1
8
'
1
2
'
1
8
'
5
.
5
4
'
9
0
.
0
8
'
1
4
.
4
7
'
1
8
'
1
2
'
1
2
'
1
2
'
1
8
'
8
'
8
6
.
1
7
'
1
5
.
8
3
'
1
8
'
2
4
'
1
8
'
1
1
.
4
1
'
117'
9'
TYP.
9'9'9'
9'162'
9'9'9'
30.8'24'
288'30.81'
306'30.81'12'
9'9'9'9'9'9'
9'9'9'9'9'9'
9'9'9'9'9'9'
5'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R124.5'
R142.5'
R100.5'
R124.5'
R142.5'
STORM HEADWALL
STORM HEADWALL
HANDICAP SYMBOL, PER ADA
MIN. STANDARDS (TYP.)
GRATE INLET GRATE INLET
GRATE INLET GRATE INLET GRATE INLET
GRATE INLET
GRATE INLET
GRATE INLET
EX. GRATE INLET EX. GRATE INLET
FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
CURB STOP (TYP.)
4" HANDICAP STRIPING
PER ADA STANDARDS(TYP.)
HANDICAP SIGN (TYP.)
BARRIER FREERAMP (TYP.)
BARRIER FREE
RAMP (TYP.)
BARRIER FREE
RAMP (TYP.)
BARRIER FREERAMP (TYP.)
BARRIER FREE
RAMP (TYP.)
BARRIER FREERAMP (TYP.)BARRIER FREERAMP (TYP.)
BARRIER FREERAMP (TYP.)
BARRIER FREE
RAMP (TYP.)
BARRIER FREERAMP (TYP.)
RAMP, RAIL,AND WALL BY
ARCHITECT
RAMP, RAIL,AND WALL BY
ARCHITECT
RAMP, RAIL,AND WALL BY
ARCHITECT
RETAINING WALL AND RAIL,REFERENCE DESIGN BY
OTHERS FOR DETAIL (TYP.)
S0
°
3
4
'
1
1
"
E
14
4
.
9
5
'
S89°25'49"W 99.62'
S0°34'11"E41.49'
S89°25'49"W 544.40'N0°34'11"W
25.05'
N89°27'05"E 604.28'
S89°27'05"W 444.95'
PROPOSEDSTOP SIGN
PROPOSED
STOP SIGN
207'9'279'
DI
M
E
N
S
T
I
O
N
C
O
N
T
R
O
L
AN
D
P
A
V
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N
G
P
L
A
N
C-5
DA
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No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
File No. 2018-035
CHECKED:CLC
DRAWN:MKT
DESIGN:MKT
TEXAS REGISTRATION #14199
PRELIMINARY
CLAYMOORE ENGINEERING
19
0
3
C
E
N
T
R
A
L
D
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I
V
E
,
S
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I
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E
#
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2
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W
W
.
C
L
A
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M
O
O
R
E
E
N
G
.
C
O
M
12/31/2018
PI
N
N
A
C
L
E
P
O
I
N
T
39
5
S
.
K
I
M
B
A
L
L
A
V
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N
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B
L
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,
T
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X
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S
BENCHMARK:
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 109' WEST AND
185' SOUTH OF THE NORTHWEST PROPERTY
CORNER. ELEVATION = 671.72'.
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5'
SOUTH OF THE NORTHWEST PROPERTY CORNER.
ELEVATION = 662.95'.
-
CASE NO. : ZA18-0014
0
GRAPHIC SCALE
1 inch = ft.
20 20 40
20
10
LEGEND
5" STANDARD DUTY CONCRETE PAVEMENT
6" HEAVY DUTY CONCRETE PAVEMENT
7" DUMPSTER PAVEMENT
4" PROPOSED CONCRETE SIDEWALK
FULL DEPTH SAWCUT
PROPOSED CONCRETE CURB AND GUTTER
PROPOSED FIRE LANE
PARKING COUNT10
GENERAL NOTES
1. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS
OTHERWISE NOTED.
2. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING
DIMENSIONS AND EXACT DOOR LOCATIONS.
3. REFER TO ARCHITECTURAL PLANS FOR ALL STAIR AND
RAMP ACCESS DETAILS INTO THE BUILDING.
4. REFER TO DESIGN BY OTHERS FOR ALL RETAINING WALL
AND RAILING DETAILS.
5. ALL ADA RAMPS AND PARKING STALLS ARE TO CONFORM
TO ADA MINIMUM STANDARDS (2% MAX CROSS SLOPE
AND 5% MAX LONGITUDINAL SLOPE).
6. EXISTING UTILITIES SHOWN ON THIS PLAN ARE PROVIDED
FROM SURVEY AND RECORD DRAWING SOURCES.
CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING
ALL EXISTING ITEMS.
7. CONTRACTOR IS RESPONSIBLE TO NOTIFY OWNER AND
ENGINEER IF THERE IS ANY DISCREPANCY BETWEEN
THIS PLAN AND EXISTING SITE CONDITIONS.
8. ALL PROPOSED MANHOLE LIDS, VALVES, AND WATER
METERS ARE TO BE SET FLAT.
FH
FH
FH
FH
8" W 8" W
1
"
W
S
THE ZELDA M. WHITE
ESTATE TRUST
ELBERT CLARK
WHITE, JR. TRUSTEE
DOC. NO. D206196920
O.P.R.T.C.T.
S89°27'05"W 819.76'
15' UTILITY EASEMENTDOC. NO. D217057810 15' UTILITY EASEMENTDOC. NO. D217057810 P.R.T.C.T.
15' COMMON ACCESSEASEMENTDOC.NO. D217057810P.R.T.C.T.
10' REAR YARDSETBACKDOC.NO. D217057810P.R.T.C.T.
5' UTILITY EASEMENTVOL. 388-129, PG. 39P.R.T.C.T.
S0
0
°
3
4
'
1
1
"
E
3
8
1
.
5
0
'
N89°27'05"E 819.47'
LOT 3R-1
26,493 SF
FFE=677.50
LOT 3R-3
27,071 SF
FFE=681.00V
A
N
V
A
N
V
A
N
18'24'18'18'12'12'18'10.82'96.27'10.6'24'18'25.5'9'
18'24'18'18'12'12'18'14.96'96.17'
6.57'
24'18'25.5'8.96'
18'18'18'18'
18'18'18'
12'12'24'10.88'100.17'
6.65'
24'18'25.5'
12'12'
24'18'14.82'96.17'
6.71'
24'18'25.5'
8.9'
9'
1
8
'
1
1
.
5
1
'
1
2
'
1
2
'
1
8
'
1
5
.
7
3
'
8
6
.
2
7
'
8
'
1
8
'
1
2
'
1
2
'
1
8
'
9
.
3
3
'
9
0
.
2
7
'
1
0
.
4
'
1
8
'
1
2
'
1
2
.
3
2
'
2
8
0
.
1
8
'
5
.
4
3
'
1
8
'
1
2
'
1
8
'
1
1
.
5
7
'
2
4
'
1
2
.
2
6
'
2
7
6
.
2
8
'
9
.
4
'
1
8
'
1
2
'
162'
9'9'9'
30.8'24'
18'18'12'12'13'99'23.7'24'
30.81'
30.81'12'
9'9'
9'9'
9'9'9'
9
'
9
'
9
'
9
'
9
'
9
'
9
'
6
'
9
'
5'
R30'
R30'
R30'
R10'
R30'
R30'
R30'
R30'R30'R10'R10'
R30'
R10'
R30'
GRATE INLET
GRATE INLET GRATE INLET
GRATE INLET
GRATE INLET
GRATE INLETGRATE INLET
GRATE INLET
EX. GRATE INLET EX. GRATE INLET EX. GRATE INLET
EX. HYDRANT
FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
HANDICAP SYMBOL, PER ADAMIN. STANDARDS (TYP.)
CURB STOP (TYP.)
4" HANDICAP STRIPING
PER ADA STANDARDS(TYP.)
HANDICAP SIGN (TYP.)
BARRIER FREE
RAMP (TYP.)
BARRIER FREERAMP (TYP.)
BARRIER FREE
RAMP (TYP.)
BARRIER FREE
RAMP (TYP.)
BARRIER FREE BARRIER FREE
RAMP (TYP.)
BARRIER FREE
RAMP (TYP.)
BARRIER FREERAMP (TYP.)
BARRIER FREERAMP (TYP.)
RAMP, RAIL,AND WALL BY
ARCHITECT
RAMP, RAIL,AND WALL BYARCHITECT
RAMP, RAIL,AND WALL BYARCHITECT
RAMP, RAIL,AND WALL BYARCHITECT
PROPOSEDDUMPSTER (TYP.)
S89°27'05"W 215.19'
S0
°
3
4
'
1
1
"
E
19
5
.
0
1
'
S89°25'49"W 60.00'
S0
°
3
4
'
1
1
"
E
14
4
.
9
5
'
S89°25'49"W 99.62'
S0°34'11"E41.49'N89°27'05"E 374.81'
N0
°
3
4
'
1
1
"
W
38
1
.
5
0
'
N0°34'11"W25.05'
N89°27'05"E 604.28'
PROPOSEDSTOP SIGN
R30'
PROPOSEDSTOP SIGN
2
4
'
1
2
'
1
2
'
27'43.5'31.5'24'39'207'9'
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
File No. 2018-035
CHECKED:CLC
DRAWN:MKT
DESIGN:MKT
TEXAS REGISTRATION #14199
PRELIMINARY
CLAYMOORE ENGINEERING
19
0
3
C
E
N
T
R
A
L
D
R
I
V
E
,
S
U
I
T
E
#
4
0
6
PH
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:
8
1
7
.
2
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.
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5
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2
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D
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7
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1
W
W
W
.
C
L
A
Y
M
O
O
R
E
E
N
G
.
C
O
M
12/31/2018
PI
N
N
A
C
L
E
P
O
I
N
T
39
5
S
.
K
I
M
B
A
L
L
A
V
E
N
U
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LO
T
3
,
B
L
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A
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N
A
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P
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SO
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H
L
A
K
E
,
T
E
X
A
S
BENCHMARK:
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 109' WEST AND
185' SOUTH OF THE NORTHWEST PROPERTY
CORNER. ELEVATION = 671.72'.
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5'
SOUTH OF THE NORTHWEST PROPERTY CORNER.
ELEVATION = 662.95'.
-
CASE NO. : ZA18-0014
DI
M
E
N
S
T
I
O
N
C
O
N
T
R
O
L
AN
D
P
A
V
I
N
G
P
L
A
N
C-6
0
GRAPHIC SCALE
1 inch = ft.
20 20 40
20
10
LEGEND
5" STANDARD DUTY CONCRETE PAVEMENT
6" HEAVY DUTY CONCRETE PAVEMENT
7" DUMPSTER PAVEMENT
4" PROPOSED CONCRETE SIDEWALK
FULL DEPTH SAWCUT
PROPOSED CONCRETE CURB AND GUTTER
PROPOSED FIRE LANE
PARKING COUNT10
GENERAL NOTES
1. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS
OTHERWISE NOTED.
2. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING
DIMENSIONS AND EXACT DOOR LOCATIONS.
3. REFER TO ARCHITECTURAL PLANS FOR ALL STAIR AND
RAMP ACCESS DETAILS INTO THE BUILDING.
4. REFER TO DESIGN BY OTHERS FOR ALL RETAINING WALL
AND RAILING DETAILS.
5. ALL ADA RAMPS AND PARKING STALLS ARE TO CONFORM
TO ADA MINIMUM STANDARDS (2% MAX CROSS SLOPE
AND 5% MAX LONGITUDINAL SLOPE).
6. EXISTING UTILITIES SHOWN ON THIS PLAN ARE PROVIDED
FROM SURVEY AND RECORD DRAWING SOURCES.
CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING
ALL EXISTING ITEMS.
7. CONTRACTOR IS RESPONSIBLE TO NOTIFY OWNER AND
ENGINEER IF THERE IS ANY DISCREPANCY BETWEEN
THIS PLAN AND EXISTING SITE CONDITIONS.
8. ALL PROPOSED MANHOLE LIDS, VALVES, AND WATER
METERS ARE TO BE SET FLAT.
S
SS
S.
K
I
M
B
A
L
L
R
O
A
D
VA
R
I
A
B
L
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W
I
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-
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F
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W
A
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(A
S
S
H
O
W
N
O
N
D
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N
O
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D
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1
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0
5
7
8
1
0
,
P
.
R
.
T
.
C
.
T
.
)
S89°27'05"W 819.76'
N0
0
°
3
1
'
3
5
"
W
3
8
1
.
5
0
'
DRAINAGE & UTILITY
EASEMENTDOC. NO. D217057810
P.R.T.C.T.
15' UTILITY EASEMENTDOC. NO. D217057810P.R.T.C.T.
24' FIRELANE, UTILITY,DRAINAGE & ACCESSEASEMENT NO. D217057810 P.R.T.C.T.
24' DRAINAGE &UTILITY EASEMENTDOC.NO. D217057810
P.R.T.C.T.
15' UTILITY EASEMENTDOC. NO. D217057810 P.R.T.C.T.
24' DIRELANE, UTILITY,DRAINAGE & ACCESS EASEMENT
DOC.NO. D217057810 P.R.T.C.T.
15' COMMON ACCESS
EASEMENTDOC.NO. D217057810P.R.T.C.T.
10' REAR YARDSETBACKDOC.NO. D217057810P.R.T.C.T.
5' UTILITY EASEMENT
VOL. 388-129, PG. 39P.R.T.C.T.
15' SIDE YARD SETBACKDOC.NO. D217057810P.R.T.C.T.
30' SIDE YARD SETBACKDOC.NO. D217057810P.R.T.C.T.
DRAINAGE &UTILITY EASEMENT
DOC.NO. D217057810
P.R.T.C.T.
100' BUILDING LINEVOL. 388-129, PG. 39
P.R.T.C.T.
30' SIDE YARD SETBACKVOL. 388-129, PG. 39
P.R.T.C.T.
300' REAR YARD SETBACK
VOL. 388-129, PG. 39P.R.T.C.T.
S0
0
°
3
4
'
1
1
"
E
3
8
1
.
5
0
'
N89°27'05"E 819.47'
30' SIDE YARD SETBACKDOC.NO. D217057810
P.R.T.C.T.
2
4
3
.
3
5
'
N89°26'46"E 498.89'
N85°36'46"E 149.23'
N89°53'11"E 171.57'
22
9
.
9
5
'
N
0
0
°
1
3
'
2
1
"
W
2
4
1
.
4
4
'
LOT 1 LOT 2FF=676.50
92 PARKING SPACES PROVIDED FF=679.00
72 PARKING SPACES PROVIDED
15,469.50 S.F.
21030.56 S.F.
Richard Wayne Williams andRonald Eugene WilliamsDoc. No. D209130872O.P.R.T.C.T.
30
'
F
R
O
N
T
Y
A
R
D
S
E
T
B
A
C
K
15' SIDEYARD SETBACK
T
15' SIDEYARD SETBACK
S
FH
FH
S
FH
FH
FH
FH
PROP. ADA
RAMP
PROP. ADA
RAMP
PROP. ADA
RAMPPROP. ADARAMP
PROP.CONCRETE
SIDEWALK
PROP.CONCRETESIDEWALK
PROP.CONCRETE
SIDEWALK
PROP.CONCRETE
SIDEWALK
PROP.CONCRETE
SIDEWALK
PROP. ADARAMP
PROP. ADA
RAMP
PROP. ADA
RAMP
PROP. ADARAMP
PROP.CONCRETE
SIDEWALK
PROP.CONCRETE
SIDEWALK
PROP.CONCRETE
SIDEWALK
PROP. ADARAMP
PROP. ADARAMP
PROP. ADARAMP
PROP.CONCRETE
SIDEWALK
PROP.CONCRETE
SIDEWALK
PROP.CONCRETE
SIDEWALK
PROP. ADARAMP
PROP. ADARAMP
PROP. ADARAMP
PROP. ADA
RAMP PROP. ADA
RAMP
PROP. ADA
RAMP
PROP. ADA
RAMP
PROP. ADA
RAMP
PROP. ADA
RAMP
EX. ADA RAMP EX. ADARAMP
EX. ADARAMP
LOT 3R-1
26,493 SF
FFE=677.50
LOT 3R-2
27,695 SF
FFE=677.75
LOT 3R-3
27,071 SF
FFE=681.00
S0
°
3
4
'
1
1
"
E
19
5
.
0
1
'
S0
°
3
4
'
1
1
"
E
17
0
.
0
0
'
S89°25'49"W
544.40'
S89°25'49"W
60.00'
S0°34'11"E
41.49'S89°25'49"W99.62'
VAN
V
A
N
VAN
V
A
N
V
A
N
PROP. CONCRETE SIDEWALK
TO BE INSTALLED FOR ADA
ROUTE
5
'
PROP. PUBLIC CONCRETESIDEWALK TO BE INSTALLED
DA
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File No. 2018-035
CHECKED:CLC
DRAWN:MKT
DESIGN:MKT
TEXAS REGISTRATION #14199
PRELIMINARY
CLAYMOORE ENGINEERING
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12/31/2018
PI
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39
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CASE NO. : ZA18-0014
LEGEND
PROPOSED PRIVATE CONCRETE SIDEWALK
PROPOSED PUBLIC CONCRETE SIDEWALK
BENCHMARK:
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 109' WEST AND
185' SOUTH OF THE NORTHWEST PROPERTY
CORNER. ELEVATION = 671.72'.
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5'
SOUTH OF THE NORTHWEST PROPERTY CORNER.
ELEVATION = 662.95'.
CITY MONUMENT:
- MONUMENT #40.
WGS 84 POSITION.
LATITUDE: 325628.25340
LONGITUDE: 970659.77550
ELLIP HGHT: 555.84
0
GRAPHIC SCALE
1 inch = ft.
40 40 80
40
20
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LOT 3R-1
26,493 SF
FFE=677.50
LOT 3R-2
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FFE=677.75
S0
°
3
4
'
1
1
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E
17
0
.
0
0
'
S89°25'49"W
544.40'
S0°34'11"E S89°25'49"W
VAN
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VAN
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S
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LOT 4, MEADOW OAKS
SUBDIVISION
DRAINAGE & UTILITY
EASEMENTDOC. NO. D217057810
P.R.T.C.T.
15' SIDE YARD SETBACK
DOC.NO. D217057810P.R.T.C.T.
30' SIDE YARD SETBACK
NO. D217057810P.R.T.C.T.
YARD SETBACK
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PROPOSED RETAINING WALL.
REFERENCE DESIGN BY
OTHERS FOR MORE DETAIL.
PROPOSED RETAINING WALL.
REFERENCE DESIGN BY
OTHERS FOR MORE DETAIL.
BEGIN EXPOSED
GRADE BEAM
BEGIN EXPOSED
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EXPOSED GRADE BEAMEXPOSED GRADE BEAMEXPOSED GRADE BEAM
PROPOSED RAMP AND STAIR CONFIGURATION
(TYP.), REFERENCE ARCHITECTURE PLANS BY
OTHERS FOR DETAIL.
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No
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I
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BY
DATE:
SHEET
File No. 2018-035
CHECKED:CLC
DRAWN:MKT
DESIGN:MKT
TEXAS REGISTRATION #14199
PRELIMINARY
CLAYMOORE ENGINEERING
19
0
3
C
E
N
T
R
A
L
D
R
I
V
E
,
S
U
I
T
E
#
4
0
6
PH
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N
E
:
8
1
7
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2
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1
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1
W
W
W
.
C
L
A
Y
M
O
O
R
E
E
N
G
.
C
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12/31/2018
PI
N
N
A
C
L
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P
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N
T
39
5
S
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K
I
M
B
A
L
L
A
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3
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B
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A
S
CASE NO. : ZA18-0014
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED GRADE
(TOP OF PAVEMENT)
ME MATCH EXISTING
TW TOP OF WALL
BW BOTTOM OF WALL
TR TOP OF RAMP
FFE FINISH FLOOR ELEVATION
TC TOP OF CURB
699.50
NOTES:
1.ALL SPOT ELEVATIONS ARE TO TOP OF PAVING UNLESS
OTHERWISE NOTED.
2.EXISTING UTILITIES WERE OBTAINED FROM RECORD
DRAWINGS. THE CONTRACTOR SHALL VERIFY THE EXACT
LOCATION OF EXISTING UTILITIES AND NOTIFY THE
ENGINEER FOR ANY DISCREPANCIES WITH THIS PLAN.
3.MAXIMUM SLOPE IN LANDSCAPE AREAS ARE NOT TO EXCEED
4:1; MIN EARTH GRADE IS 1%; MIN PAVING GRADE IS 0.5%.
4.ALL CURB HEIGHTS ARE 6-INCHES UNLESS NOTED
OTHERWISE.
5.REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS
REGARDING FILL COMPACTION AND MOISTURE CONTENT.
6.REF. STRUCTURAL PLANS, SPECIFICATIONS, AND
GEOTECHNICAL REPORT FOR ALL BUILDING PAD
PREPARATION CRITERIA.
7.THE CONTRACTOR SHALL CONSTRUCT ALL BARRIER FREE
RAMPS PER CITY OF SOUTHLAKE AND ADA STANDARDS.
8.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES
INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO ADA
STANDARDS. SLOPES SHALL NOT EXCEED 5% LONGITUDINAL
SLOPE OR 2% CROSS SLOPE. SIDEWALK ACCESS TO
EXTERNAL BUILDING DOORS SHALL BE ADA COMPLIANT.
CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA
CRITERIA CANNOT BE MET AT ANY LOCATION.
9.GRADING OF ALL HANDICAPPED SPACES AND ROUTES IS TO
CONFORM TO LOCAL, STATE, AND FEDERAL GUIDELINES.
10.CONTRACTOR SHALL ADJUST EXISTING VALVES, MANHOLE
RIMS, ETC. AS NECESSARY TO MATCH FINISHED GRADE.
11.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY
FROM EXISTING & PROPOSED BUILDINGS.
700
695
NOTES:
THE CONTRACTOR SHALL PROVIDE
STRUCTURAL DETAILS FOR
RETAINING WALL TO BE SIGNED
AND SEAL BY REGISTERED
STRUCTURAL FOR CITY APPROVAL
PRIOR CONSTRUCTION.
BENCHMARK:
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 109' WEST AND
185' SOUTH OF THE NORTHWEST PROPERTY
CORNER. ELEVATION = 671.72'.
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5'
SOUTH OF THE NORTHWEST PROPERTY CORNER.
ELEVATION = 662.95'.
CITY MONUMENT:
- MONUMENT #40.
WGS 84 POSITION.
LATITUDE: 325628.25340
LONGITUDE: 970659.77550
ELLIP HGHT: 555.84
0
GRAPHIC SCALE
1 inch = ft.
20 20 40
20
10
GR
A
D
I
N
G
P
L
A
N
C-8
LOT 3R-1
26,493 SF
FFE=677.50
LOT 3R-3
27,071 SF
FFE=681.00
S0
°
3
4
'
1
1
"
E
19
5
.
0
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'
S0
°
3
4
'
1
1
"
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17
0
.
0
0
'
S89°25'49"W
60.00'
S0°34'11"E S89°25'49"W
V
A
N
V
A
N
V
A
N
S
THE ZELDA M. WHITE
ESTATE TRUST
ELBERT CLARK
WHITE, JR. TRUSTEEDOC. NO. D206196920
O.P.R.T.C.T.
15' COMMON ACCESSEASEMENT
DOC.NO. D217057810P.R.T.C.T.
10' REAR YARDSETBACK
DOC.NO. D217057810P.R.T.C.T.
5' UTILITY EASEMENTVOL. 388-129, PG. 39P.R.T.C.T.
FH
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BEGIN EXPOSED
GRADE BEAM
EXPOSED GRADE BEAM EXPOSED GRADE BEAM
BEGIN EXPOSED
GRADE BEAMBEGIN EXPOSED
GRADE BEAM
PROPOSED WALL AND RAMP ADJACENT TO
PARKING STALLS. REFERENCE ARCHITECTURE
PLANS BY OTHERS FOR DETAILS.
PROPOSED RAMP AND STAIR CONFIGURATION
(TYP.), REFERENCE ARCHITECTURE PLANS BY
OTHERS FOR DETAIL.
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HIGH POINT
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HIGH POINT
HIGH PO
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No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
File No. 2018-035
CHECKED:CLC
DRAWN:MKT
DESIGN:MKT
TEXAS REGISTRATION #14199
PRELIMINARY
CLAYMOORE ENGINEERING
19
0
3
C
E
N
T
R
A
L
D
R
I
V
E
,
S
U
I
T
E
#
4
0
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:
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2
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1
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2
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D
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7
6
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2
1
W
W
W
.
C
L
A
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M
O
O
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E
E
N
G
.
C
O
M
12/31/2018
PI
N
N
A
C
L
E
P
O
I
N
T
39
5
S
.
K
I
M
B
A
L
L
A
V
E
N
U
E
LO
T
3
,
B
L
O
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A
,
P
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N
N
A
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P
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U
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H
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A
K
E
,
T
E
X
A
S
CASE NO. : ZA18-0014
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED GRADE
(TOP OF PAVEMENT)
ME MATCH EXISTING
TW TOP OF WALL
BW BOTTOM OF WALL
TR TOP OF RAMP
FFE FINISH FLOOR ELEVATION
TC TOP OF CURB
699.50
NOTES:
1.ALL SPOT ELEVATIONS ARE TO TOP OF PAVING UNLESS
OTHERWISE NOTED.
2.EXISTING UTILITIES WERE OBTAINED FROM RECORD
DRAWINGS. THE CONTRACTOR SHALL VERIFY THE EXACT
LOCATION OF EXISTING UTILITIES AND NOTIFY THE
ENGINEER FOR ANY DISCREPANCIES WITH THIS PLAN.
3.MAXIMUM SLOPE IN LANDSCAPE AREAS ARE NOT TO EXCEED
4:1; MIN EARTH GRADE IS 1%; MIN PAVING GRADE IS 0.5%.
4.ALL CURB HEIGHTS ARE 6-INCHES UNLESS NOTED
OTHERWISE.
5.REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS
REGARDING FILL COMPACTION AND MOISTURE CONTENT.
6.REF. STRUCTURAL PLANS, SPECIFICATIONS, AND
GEOTECHNICAL REPORT FOR ALL BUILDING PAD
PREPARATION CRITERIA.
7.THE CONTRACTOR SHALL CONSTRUCT ALL BARRIER FREE
RAMPS PER CITY OF SOUTHLAKE AND ADA STANDARDS.
8.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES
INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO ADA
STANDARDS. SLOPES SHALL NOT EXCEED 5% LONGITUDINAL
SLOPE OR 2% CROSS SLOPE. SIDEWALK ACCESS TO
EXTERNAL BUILDING DOORS SHALL BE ADA COMPLIANT.
CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA
CRITERIA CANNOT BE MET AT ANY LOCATION.
9.GRADING OF ALL HANDICAPPED SPACES AND ROUTES IS TO
CONFORM TO LOCAL, STATE, AND FEDERAL GUIDELINES.
10.CONTRACTOR SHALL ADJUST EXISTING VALVES, MANHOLE
RIMS, ETC. AS NECESSARY TO MATCH FINISHED GRADE.
11.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY
FROM EXISTING & PROPOSED BUILDINGS.
700
695
BENCHMARK:
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 109' WEST AND
185' SOUTH OF THE NORTHWEST PROPERTY
CORNER. ELEVATION = 671.72'.
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5'
SOUTH OF THE NORTHWEST PROPERTY CORNER.
ELEVATION = 662.95'.
CITY MONUMENT:
- MONUMENT #40.
WGS 84 POSITION.
LATITUDE: 325628.25340
LONGITUDE: 970659.77550
ELLIP HGHT: 555.84
GR
A
D
I
N
G
P
L
A
N
C-9
0
GRAPHIC SCALE
1 inch = ft.
20 20 40
20
10
S
S
S
LOT 1, BLOCK A
PINNACLE POINT
DOC. NO. D217057810
P.R.T.C.T.
LOT 2, BLOCK A
PINNACLE POINT
DOC. NO. D217057810
P.R.T.C.T.
LOT 4, MEADOW OAKS
SUBDIVISION
VOL. 388-129, PG. 39
P.R.T.C.T.
THE ZELDA M. WHITE
ESTATE TRUST
ELBERT CLARK
WHITE, JR. TRUSTEE
DOC. NO. D206196920
O.P.R.T.C.T.
S89°27'05"W 819.76'
N0
0
°
3
1
'
3
5
"
W
3
8
1
.
5
0
'
S0
0
°
3
4
'
1
1
"
E
3
8
1
.
5
0
'
N89°27'05"E 819.47'
665
66
6
667
66
8
66
9
67
0
67
1
672
67
3
67
4
67
3
674
67
5
676
67
7
676
677
67
8
6
7
9
680
6
7
8
679 681
679
681
681
680
68
2
68
3
68
4
6
8
5
68
6
677
678
67
9 68
2 683 683
678
67
3
674
675
66
9
66
8
66
7
666
665
664
663
662
666
667
66
8
669
66
9
66
8
66
7
675 6
7
6
677 678 6
7
9
2
4
3
.
3
5
'
N89°26'46"E 498.89'
N85°36'46"E 149.23'
N89°53'11"E 171.57'
22
9
.
9
5
'
N
0
0
°
1
3
'
2
1
"
W
2
4
1
.
4
4
'
Chin Po and wife,
Whey-Ping Po
Doc. No. D199137355
O.P.R.T.C.T.
LOT 1 LOT 2
FF=676.50
92 PARKING SPACES PROVIDED FF=679.00
72 PARKING SPACES PROVIDED
15,469.50 S.F.21030.56 S.F.
Richard Wayne Williams and
Ronald Eugene Williams
Doc. No. D209130872
O.P.R.T.C.T.
Lot 1-R-3, Block 1
Georgetown Park
Cabinet A, Slide 4041
P.R.T.C.T.
Howard E. Carr, Jr. and Valerie
Carr, Trustees,
or their successors in trust
under the
Val & Howard Carr Living Trust,
dated February 4, 2014
Doc. No. D214024121
O.P.R.T.C.T.
30
'
F
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A
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B
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15' SIDEYARD SETBACK
T
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EX-5
4.79 AC
13.38 CFS
EX-4
0.95 AC
3.07 CFS
EX-1
0.21 AC
0.70 CFS
OS-2
0.49 AC
4.08 CFS
OS-1
0.65 AC
2.10 CFS
OS-3
3.24 AC
26.96 CFS
EX-3
0.16 AC
0.52 CFS
EX-2
0.89 AC
2.88 CFS
EX-6
0.20 AC
1.44 CFS
OS-4
0.07 AC
0.23 CFS
DA
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No
.
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BY
DATE:
SHEET
File No. 2018-035
CHECKED:CLC
DRAWN:MKT
DESIGN:MKT
TEXAS REGISTRATION #14199
PRELIMINARY
CLAYMOORE ENGINEERING
19
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CASE NO. : ZA18-0014
0
GRAPHIC SCALE
1 inch = ft.
40 50 80
40
20
LEGEND
A-1
1 AC
10 CFS
FLOODPLAIN NOTE
ACCORDING TO MAP NO. 48439C0115K, DATED SEPTEMBER 25, 2009 OF THE
NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP
OF TARRANT COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY,
FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X"
AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA.
BENCHMARK:
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 109' WEST AND
185' SOUTH OF THE NORTHWEST PROPERTY
CORNER. ELEVATION = 671.72'.
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5'
SOUTH OF THE NORTHWEST PROPERTY CORNER.
ELEVATION = 662.95'.
CITY MONUMENT:
- MONUMENT #40.
WGS 84 POSITION.
LATITUDE: 325628.25340
LONGITUDE: 970659.77550
ELLIP HGHT: 555.84
EX
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LOT 1, BLOCK APINNACLE POINTDOC. NO. D217057810
P.R.T.C.T.
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LOT 2, BLOCK APINNACLE POINT
DOC. NO. D217057810
P.R.T.C.T.
LOT 4, MEADOW OAKS
SUBDIVISIONVOL. 388-129, PG. 39
P.R.T.C.T.
THE ZELDA M. WHITE
ESTATE TRUST
ELBERT CLARKWHITE, JR. TRUSTEEDOC. NO. D206196920
O.P.R.T.C.T.
68
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68
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68
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68
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680
679
67
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676
681
682
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678 679
A-1
0.29 AC
2.41 CFS
A-2
0.44 AC
3.66 CFS
A-3
0.31 AC
2.58 CFS
A-5
0.30 AC
2.49 CFS
A-4
0.29 AC
2.41 CFS
A-7
0.30 AC
2.49 CFS
A-6
0.30 AC
2.49 CFS
A-8
0.34 AC
2.83 CFS
C-1
0.14 AC
1.16 CFS
Chin Po and wife,
Whey-Ping PoDoc. No. D199137355
O.P.R.T.C.T.
LOT 1 LOT 2FF=676.50
92 PARKING SPACES PROVIDED FF=679.00
72 PARKING SPACES PROVIDED
15,469.50 S.F.
21030.56 S.F.
Richard Wayne Williams andRonald Eugene WilliamsDoc. No. D209130872
O.P.R.T.C.T.
Lot 1-R-3, Block 1
Georgetown Park
Cabinet A, Slide 4041
P.R.T.C.T.
Howard E. Carr, Jr. and Valerie
Carr, Trustees,or their successors in trustunder theVal & Howard Carr Living Trust,
dated February 4, 2014
Doc. No. D214024121
O.P.R.T.C.T.
T
C-2
0.13 AC
1.08 CFS
C-3
0.28 AC
2.33 CFS
B-1
0.15 AC
1.25 CFS
B-2
0.17 AC
1.41 CFS
B-3
0.25 AC
2.08 CFS
B-4
0.33 AC
2.74 CFS
B-5
0.41 AC
3.41 CFS
B-6
0.56 AC
4.66 CFS
B-7
0.26 AC
2.16 CFS
B-8
0.28 AC
2.33 CFS
B-9
0.33 AC
2.74 CFS
EX-2
0.79 AC
2.55 CFS
EX-1
0.21 AC
0.70 CFS
EX-3
0.15 AC
0.49 CFS
OS-1
0.65 AC
2.10 CFS
OS-2
0.49 AC
4.07 CFS
OS-3
3.42 AC
28.44 CFS
OS-4
0.07 AC
0.23 CFS
ST
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STORMLINE BSTORMLINE BSTORMLINE BSTORMLINE B
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STORM
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OUTFALL A
EXISTING
DETENTIONPOND
EX. STORM LINE
EX. GRATE INLET EX. GRATE INLET EX. GRATE INLET EX. GRATE INLET
EX. GRATE INLET
EX. GRATE INLET
EX. CURB INLET
EX. CURB INLET
EX. CURB INLET
0
GRAPHIC SCALE
1 inch = ft.
40 40 80
40
20
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DA
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No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
File No. 2018-035
CHECKED:CLC
DRAWN:MKT
DESIGN:MKT
TEXAS REGISTRATION #14199
PRELIMINARY
CLAYMOORE ENGINEERING
19
0
3
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12/31/2018
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BENCHMARK:
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 109' WEST AND
185' SOUTH OF THE NORTHWEST PROPERTY
CORNER. ELEVATION = 671.72'.
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5'
SOUTH OF THE NORTHWEST PROPERTY CORNER.
ELEVATION = 662.95'.
-
CASE NO. : ZA18-0014
LEGEND
A-1
1 AC
10 CFS
FLOODPLAIN NOTE
ACCORDING TO MAP NO. 48439C0115K, DATED SEPTEMBER 25, 2009 OF THE
NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP
OF TARRANT COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY,
FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X"
AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA.
FH
FH
FH
FH
FH
FH
LOT 1
LOT 2
FF=676.50
92 PARKING SPACES PROVIDED
FF=679.00
72 PARKING SPACES PROVIDED
15,469.50 S.F.
21030.56 S.F.
Richard Wayne Williams andRonald Eugene Williams
Doc. No. D209130872
O.P.R.T.C.T.
30
'
F
R
O
N
T
Y
A
R
D
S
E
T
B
A
C
K
15' SIDEYARD SETBACK
LOT 3R-1
26,493 SF
FFE=677.50
LOT 3R-2
27,695 SF
FFE=677.75
LOT 3R-3
27,071 SF
FFE=681.00
S0
°
3
4
'
1
1
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19
5
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4
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544.40'
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VAN
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A
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VAN
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A
N
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A
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S
S
LOT 1, BLOCK A
PINNACLE POINT
DOC. NO. D217057810
P.R.T.C.T.
LOT 2, BLOCK A
PINNACLE POINT
DOC. NO. D217057810
P.R.T.C.T.
LOT 4, MEADOW OAKS
SUBDIVISIONVOL. 388-129, PG. 39
P.R.T.C.T.
THE ZELDA M. WHITE
ESTATE TRUST
ELBERT CLARK
WHITE, JR. TRUSTEE
DOC. NO. D206196920
O.P.R.T.C.T.
S89°27'05"W 819.76'
DRAINAGE & UTILITY
EASEMENTDOC. NO. D217057810
P.R.T.C.T.
15' UTILITY EASEMENTDOC. NO. D217057810
P.R.T.C.T.
24' FIRELANE, UTILITY,DRAINAGE & ACCESS
EASEMENT NO. D217057810 P.R.T.C.T.
24' DRAINAGE &UTILITY EASEMENTDOC.NO. D217057810
P.R.T.C.T.
15' UTILITY EASEMENTDOC. NO. D217057810 P.R.T.C.T.
24' DIRELANE, UTILITY,DRAINAGE & ACCESS EASEMENT
DOC.NO. D217057810 P.R.T.C.T.
15' COMMON ACCESSEASEMENT
DOC.NO. D217057810P.R.T.C.T.
10' REAR YARDSETBACK
DOC.NO. D217057810P.R.T.C.T.
5' UTILITY EASEMENT
VOL. 388-129, PG. 39P.R.T.C.T.
15' SIDE YARD SETBACKDOC.NO. D217057810P.R.T.C.T.
30' SIDE YARD SETBACKDOC.NO. D217057810P.R.T.C.T.
100' BUILDING LINEVOL. 388-129, PG. 39
P.R.T.C.T.
30' SIDE YARD SETBACK
VOL. 388-129, PG. 39
P.R.T.C.T.
300' REAR YARD SETBACKVOL. 388-129, PG. 39
P.R.T.C.T.
S0
0
°
3
4
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1
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3
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0+00 1+00 2+00 3+00 4+00
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STA: 5+18.18, STORM LINE A
INSTALL:1 - 3'X3' GRATE INLET
TG: 676.10FL 18": 672.60
STA: 3+18.13, STORM LINE AINSTALL:
1 - 3'X3' GRATE INLETTG: 675.95FL 18": 671.45FL 24": 671.45
STA: 1+74.13, STORM LINE AINSTALL:
1 - 3'X3' GRATE INLETTG: 675.95FL 24": 670.45FL 24": 670.45
STA: 4+24.93, STORM LINE AINSTALL:1 - 18" 45° BENDFL 18": 672.06
STA: 4+36.25, STORM LINE AINSTALL:1 - 18" 45° BENDFL 18": 672.13
STORM LINE A (PRIVATE)
174 LF OF 24" RCP @ 1.41%
STORM LINE A (PRIVATE)
144 LF OF 24" RCP @ 0.69%
STORM LINE A (PRIVATE)107 LF OF 18" RCP @ 0.57%
STORM LINE A (PRIVATE)11 LF OF 18" RCP @ 0.57%
ST
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STA: 0+00, STORM LINE B
OUTFALL TO EXISTINGDETENTION PONDINSTALL:
1 - 27" SLOPED HEADWALL10'X10' RIP RAP (D50=12")FL 27": 668.00
STA: 0+00, STORM LINE AOUTFALL TO EXISTINGDETENTION POND
INSTALL:1 - 24" SLOPED HEADWALL
10'X10' RIP RAP (D50=12")TG: 670.75FL 24": 668.00
STA: 0+37.97, STORM LINE BINSTALL:1 - 27" 30° BENDFL 27": 668.49
STA: 0+87.77, STORM LINE B=STA 0+00, LAT B-1
INSTALL:1 - 27"X18" 45° WYEFL 27": 669.13FL 18": 669.50
STA: 1+55.93, STORM LINE BINSTALL:1 - 27" 60° BEND
FL 27": 670.00 STA: 2+41.59, STORM LINE BINSTALL:
1 - 3'X3' GRATE INLETTG: 676.10FL 27": 671.10FL 27": 671.10
STA: 3+76.59, STORM LINE BINSTALL:
1 - 3'X3' GRATE INLETTG: 676.10FL 24": 671.60
FL 27": 671.60
STA: 5+07.09, STORM LINE BINSTALL:1 - 3'X3' GRATE INLET
TG: 676.10FL 24": 672.10FL 24": 672.10
STA: 5+41.90, STORM LINE B=STA 0+00, LAT B-2
INSTALL:1 - 24"X18" 45° WYEFL 24": 672.33FL 18": 672.58
STA: 7+61.59, STORM LINE BINSTALL:1 - 24" 45° BENDFL 24": 673.75
STA: 7+72.90, STORM LINE B
INSTALL:1 - 24" 45° BENDFL 24": 673.82
STA: 8+38.73, STORM LINE B
INSTALL:1 - 3'X3' GRATE INLET
TG: 679.75FL 18": 674.25FL 24": 674.25
STA: 9+31.73, STORM LINE BINSTALL:1 - 3'X3' GRATE INLET
TG: 679.75FL 18": 675.25FL 18": 675.25
STA: 10+24.73, STORM LINE B
INSTALL:1 - 3'X3' GRATE INLETTG: 679.75FL 18": 675.75
STA: 0+11.31, LAT B-2INSTALL:
1 - 18" 45° BENDFL 18": 672.62
STA: 0+88.81, LAT B-2INSTALL:1 - 3'X3' GRATE INLET
TG: 676.45FL 18": 672.95
STA: 0+11.59, LAT B-1INSTALL:1 - 3'X3' GRATE INLET
TG: 675.60FL 18": 671.60
STORM LINE B (PRIVATE)
38 LF OF 27" RCP @ 1.28%
S
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STORM LINE B (PRIVATE)86 LF OF 27" RCP @ 1.28%STORM LINE B (PRIVATE)135 LF OF 27" RCP @ 0.37%
STORM LINE B (PRIVATE)
130 LF OF 24" RCP @ 0.38%
STORM LINE B (PUBLIC)35 LF OF 24" RCP @ 0.65%
STORM LINE B (PRIVATE)
220 LF OF 24" RCP @ 0.65%
STORM LINE B (PUBLIC)11 LF OF 24" RCP @ 0.65%
ST
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LAT B-1 (PRIVATE)12 LF OF 18" RCP @ 18.10%
0
GRAPHIC SCALE
1 inch = ft.
40 40 80
40
20
FLOODPLAIN NOTE
ACCORDING TO MAP NO. 48439C0115K, DATED SEPTEMBER 25, 2009 OF THE
NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP
OF TARRANT COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY,
FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X"
AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA.
LEGEND
EXISTING STORM DRAIN
PROPOSED STORM DRAIN
PROPOSED GRATE INLET
PROPOSED WATER LINE
PROPOSED SANITARY SEWER LINE
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
File No. 2018-035
CHECKED:CLC
DRAWN:MKT
DESIGN:MKT
TEXAS REGISTRATION #14199
PRELIMINARY
CLAYMOORE ENGINEERING
19
0
3
C
E
N
T
R
A
L
D
R
I
V
E
,
S
U
I
T
E
#
4
0
6
PH
O
N
E
:
8
1
7
.
2
8
1
.
0
5
7
2
BE
D
F
O
R
D
,
T
X
7
6
0
2
1
W
W
W
.
C
L
A
Y
M
O
O
R
E
E
N
G
.
C
O
M
12/31/2018
PI
N
N
A
C
L
E
P
O
I
N
T
39
5
S
.
K
I
M
B
A
L
L
A
V
E
N
U
E
LO
T
3
,
B
L
O
C
K
A
,
P
I
N
N
A
C
L
E
P
O
I
N
T
SO
U
T
H
L
A
K
E
,
T
E
X
A
S
BENCHMARK:
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 109' WEST AND
185' SOUTH OF THE NORTHWEST PROPERTY
CORNER. ELEVATION = 671.72'.
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5'
SOUTH OF THE NORTHWEST PROPERTY CORNER.
ELEVATION = 662.95'.
-
CASE NO. : ZA18-0014
ST
O
R
M
D
R
A
I
N
P
L
A
N
C-12
STORM LINE A
665
670
675
680
685
665
670
675
680
685
0+00
FG
:
0+50
FG
:
6
7
6
.
8
1+00
FG
:
6
7
6
.
6
1+50
FG
:
6
7
6
.
2
2+00
FG
:
6
7
6
.
2
2+50
FG
:
6
7
6
.
6
3+00
FG
:
6
7
6
.
1
3+50
FG
:
6
7
6
.
3
4+00
FG
:
6
7
6
.
9
4+50
FG
:
6
7
6
.
9
5+00
FG
:
6
7
6
.
3
ST
A
:
0
+
0
0
S
T
O
R
M
L
I
N
E
A
OU
T
F
A
L
L
T
O
E
X
I
S
T
I
N
G
DE
T
E
N
T
I
O
N
P
O
N
D
IN
S
T
A
L
L
:
1
-
2
4
"
S
L
O
P
E
D
H
E
A
D
W
A
L
L
10
'
x
1
0
'
R
I
P
R
A
P
(
D
5
0
=
1
2
"
)
FL
:
2
4
"
=
6
6
8
.
0
0
ST
A
:
1
+
7
4
.
1
3
S
T
O
R
M
L
I
N
E
A
IN
S
T
A
L
L
:
1
-
3
'
x
3
'
G
R
A
T
E
I
N
L
E
T
TG
:
6
7
5
.
9
5
FL
:
2
4
"
=
6
7
0
.
4
5
FL
:
2
4
"
=
6
7
0
.
4
5
ST
A
:
3
+
1
8
.
1
3
S
T
O
R
M
L
I
N
E
A
IN
S
T
A
L
L
:
1
-
3
'
x
3
'
G
R
A
T
E
I
N
L
E
T
TG
:
6
7
5
.
9
5
FL
:
1
8
"
=
6
7
1
.
4
5
FL
:
2
4
"
=
6
7
1
.
4
5
ST
A
:
5
+
1
8
.
1
8
S
T
O
R
M
L
I
N
E
A
IN
S
T
A
L
L
:
1
-
3
'
x
3
'
G
R
A
T
E
I
N
L
E
T
TG
:
6
7
6
.
1
0
FL
:
1
8
"
=
6
7
2
.
6
0
ST
A
:
4
+
3
6
.
2
5
S
T
O
R
M
L
I
N
E
A
IN
S
T
A
L
L
:
1
-
1
8
"
4
5
°
B
E
N
D
FL
:
1
8
"
=
6
7
2
.
1
3
FL
:
1
8
"
=
6
7
2
.
1
3
ST
A
:
4
+
2
4
.
9
3
S
T
O
R
M
L
I
N
E
A
IN
S
T
A
L
L
:
1
-
1
8
"
4
5
°
B
E
N
D
FL
:
1
8
"
=
6
7
2
.
0
6
FL
:
1
8
"
=
6
7
2
.
0
6
174 LF OF 24" RCP
@
1
.
4
1
%
144 LF OF 24" RCP @ 0.69%
200 LF OF 18" RCP @ 0.57%
FUTUREGRADE
EXISTING
GRADE
100-YR HGL
100-YR HGL
PARTIAL FLOWQ100 = 21.37 CFS
QCAP = 26.86 CFSVP = 6.80 FPS
D = 1.34 FT
PARTIAL FLOW
Q100 = 13.56 CFS
QCAP = 18.79 CFS
VP = 4.31 FPSD = 1.24 FT
PARTIAL FLOW
Q100 = 6.07 CFS
QCAP = 7.93 CFS
VP = 3.44 FPSD = 0.98 FT
STA:0+81.28ELEV:666.84
PROPOSED 8" SSWR
LINE WITH CONCRETEENCASEMENT
(PRIVATE)
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
File No. 2018-035
CHECKED:CLC
DRAWN:MKT
DESIGN:MKT
TEXAS REGISTRATION #14199
PRELIMINARY
CLAYMOORE ENGINEERING
19
0
3
C
E
N
T
R
A
L
D
R
I
V
E
,
S
U
I
T
E
#
4
0
6
PH
O
N
E
:
8
1
7
.
2
8
1
.
0
5
7
2
BE
D
F
O
R
D
,
T
X
7
6
0
2
1
W
W
W
.
C
L
A
Y
M
O
O
R
E
E
N
G
.
C
O
M
12/31/2018
PI
N
N
A
C
L
E
P
O
I
N
T
39
5
S
.
K
I
M
B
A
L
L
A
V
E
N
U
E
LO
T
3
,
B
L
O
C
K
A
,
P
I
N
N
A
C
L
E
P
O
I
N
T
SO
U
T
H
L
A
K
E
,
T
E
X
A
S
BENCHMARK:
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 109' WEST AND
185' SOUTH OF THE NORTHWEST PROPERTY
CORNER. ELEVATION = 671.72'.
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5'
SOUTH OF THE NORTHWEST PROPERTY CORNER.
ELEVATION = 662.95'.
-
CASE NO. : ZA18-0014
ST
O
R
M
L
I
N
E
A
P
R
O
F
I
L
E
C-13
665
670
675
680
685
0+00
FG
:
0+50
FG
:
1+00
FG
:
6
7
5
.
8
1+50
FG
:
6
7
6
.
8
2+00
FG
:
6
7
6
.
5
2+50
FG
:
6
7
6
.
2
3+00
FG
:
6
7
6
.
7
3+50
FG
:
6
7
6
.
4
4+00
FG
:
6
7
6
.
3
4+50
FG
:
6
7
6
.
7
5+00
FG
:
6
7
6
.
2
5+50
FG
:
6
7
7
.
0
ST
A
:
5
+
0
7
.
0
9
S
T
O
R
M
L
I
N
E
B
IN
S
T
A
L
L
:
1
-
3
'
x
3
'
G
R
A
T
E
I
N
L
E
T
TG
:
6
7
6
.
1
0
FL
:
2
4
"
=
6
7
2
.
1
0
FL
:
2
4
"
=
6
7
2
.
1
0
ST
A
:
3
+
7
6
.
5
9
S
T
O
R
M
L
I
N
E
B
IN
S
T
A
L
L
:
1
-
3
'
x
3
'
G
R
A
T
E
I
N
L
E
T
TG
:
6
7
6
.
1
0
FL
:
2
4
"
=
6
7
1
.
6
0
FL
:
2
7
"
=
6
7
1
.
6
0
ST
A
:
2
+
4
1
.
5
9
S
T
O
R
M
L
I
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E
B
IN
S
T
A
L
L
:
1
-
3
'
x
3
'
G
R
A
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I
N
L
E
T
TG
:
6
7
6
.
1
0
FL
:
2
7
"
=
6
7
1
.
1
0
FL
:
2
7
"
=
6
7
1
.
1
0
ST
A
:
0
+
3
7
.
9
7
S
T
O
R
M
L
I
N
E
B
IN
S
T
A
L
L
:
1
-
2
7
"
3
0
°
B
E
N
D
FL
:
2
7
"
=
6
6
8
.
4
9
FL
:
2
7
"
=
6
6
8
.
4
9
ST
A
:
0
+
0
0
S
T
O
R
M
L
I
N
E
B
OU
T
F
A
L
L
T
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E
X
I
S
T
I
N
G
DE
T
E
N
T
I
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N
P
O
N
D
IN
S
T
A
L
L
:
1
-
2
7
"
S
L
O
P
E
D
H
E
A
D
W
A
L
L
10
'
x
1
0
'
R
I
P
R
A
P
(
D
5
0
=
1
2
"
)
FL
:
2
7
"
=
6
6
8
.
0
0
ST
A
:
0
+
8
7
.
7
7
S
T
O
R
M
L
I
N
E
B
=S
T
A
0
+
0
0
,
L
A
T
B
-
1
IN
S
T
A
L
L
:
1
-
2
7
"
x
1
8
"
4
5
°
W
Y
E
FL
:
2
7
"
=
6
6
9
.
1
3
FL
:
1
8
"
=
6
6
9
.
5
0
FL
:
2
7
"
=
6
6
9
.
1
3
ST
A
:
1
+
5
5
.
9
3
S
T
O
R
M
L
I
N
E
B
IN
S
T
A
L
L
:
1
-
2
7
"
6
0
°
B
E
N
D
FL
:
2
7
"
=
6
7
0
.
0
0
FL
:
2
7
"
=
6
7
0
.
0
0
ST
A
:
5
+
4
1
.
9
0
S
T
O
R
M
L
I
N
E
B
=S
T
A
0
+
0
0
,
L
A
T
B
-
2
IN
S
T
A
L
L
:
1
-
2
4
"
x
1
8
"
4
5
°
W
Y
E
FL
:
2
4
"
=
6
7
2
.
3
3
FL
:
1
8
"
=
6
7
2
.
5
8
FL
:
2
4
"
=
6
7
2
.
3
3
130 LF OF 24" RCP @ 0.38%
135 LF OF 27" RCP @ 0.37%
88 LF OF 27" RCP @
1
.
2
8
%
154 LF OF 27" RCP
@
1
.
2
8
%
35 LF OF
24" RCP @ 0.65%
FUTURE
GRADE
EXISTING
GRADE
FULL FLOWQ100 = 4.74 CFS
QCAP = 18.24 CFS
V = 3.47 FPS
FS = 0.23% FTHV = 0.19 FT
FULL FLOW
Q100 = 10.89 CFS
QCAP = 13.94 CFS
V = 4.95 FPS
FS = 0.47% FT
HV = 0.38 FTPARTIAL FLOW
Q100 = 22.79 CFS
QCAP = 35.04 CFS
VP = 5.73 FPSD = 1.31 FT
PARTIAL FLOW
Q100 = 20.04 CFS
QCAP = 35.04 CFS
VP = 5.04 FPS
D = 1.22 FT
PARTIAL FLOW
Q100 = 17.71 CFS
QCAP = 18.84 CFS
VP = 4.46 FPS
D = 2.24 FT
SE
E
M
A
T
C
H
L
I
N
E
,
T
H
I
S
S
H
E
E
T
665
670
675
680
685
6+00
FG
:
6
7
8
.
1
6+50
FG
:
6
7
9
.
2
7+00
FG
:
6
8
0
.
3
7+50
FG
:
6
8
0
.
8
8+00
FG
:
6
8
0
.
2
8+50
FG
:
6
7
9
.
9
9+00
FG
:
6
8
0
.
1
9+50
FG
:
6
7
9
.
9
10+00
FG
:
6
8
0
.
0
ST
A
:
1
0
+
2
4
.
7
3
S
T
O
R
M
L
I
N
E
B
IN
S
T
A
L
L
:
1
-
3
'
x
3
'
G
R
A
T
E
I
N
L
E
T
TG
:
6
7
9
.
7
5
FL
:
1
8
"
=
6
7
5
.
7
5
ST
A
:
9
+
3
1
.
7
3
S
T
O
R
M
L
I
N
E
B
IN
S
T
A
L
L
:
1
-
3
'
x
3
'
G
R
A
T
E
I
N
L
E
T
TG
:
6
7
9
.
7
5
FL
:
1
8
"
=
6
7
5
.
2
5
FL
:
1
8
"
=
6
7
5
.
2
5
ST
A
:
8
+
3
8
.
7
3
S
T
O
R
M
L
I
N
E
B
IN
S
T
A
L
L
:
1
-
3
'
x
3
'
G
R
A
T
E
I
N
L
E
T
TG
:
6
7
9
.
7
5
FL
:
1
8
"
=
6
7
4
.
2
5
FL
:
2
4
"
=
6
7
4
.
2
5
FL
:
2
4
"
=
6
7
2
.
3
3
ST
A
:
7
+
7
2
.
9
0
S
T
O
R
M
L
I
N
E
B
IN
S
T
A
L
L
:
1
-
2
4
"
4
5
°
B
E
N
D
FL
:
2
4
"
=
6
7
3
.
8
2
FL
:
2
4
"
=
6
7
3
.
8
2
ST
A
:
7
+
6
1
.
5
9
S
T
O
R
M
L
I
N
E
B
IN
S
T
A
L
L
:
1
-
2
4
"
4
5
°
B
E
N
D
FL
:
2
4
"
=
6
7
3
.
7
5
FL
:
2
4
"
=
6
7
3
.
7
5
93 LF OF 18" RCP @ 1.
0
8
%
93 LF OF 18" RCP @ 0.54%
297 LF OF 24" RCP @ 0.65%
FUTUREGRADE
EXISTING
GRADE
PARTIAL FLOW
Q100 = 1.25 CFS
QCAP = 7.72 CFS
VP = 0.71 FPSD = 0.41 FT
PARTIAL FLOW
Q100 = 2.66 CFS
QCAP = 10.92 CFS
VP = 1.51 FPS
D = 0.50 FT
PARTIAL FLOW
Q100 = 4.74 CFS
QCAP = 18.24 CFS
VP = 1.51 FPS
D = 0.50 FTPARTIAL FLOWQ100 = 4.74 CFS
QCAP = 18.24 CFSVP = 1.51 FPSD = 0.68 FT
FULL FLOW
Q100 = 4.74 CFS
QCAP = 18.24 CFS
V = 1.51 FPS
FS = 0.04% FTHV = 0.04 FT
SE
E
M
A
T
C
H
L
I
N
E
,
T
H
I
S
S
H
E
E
T
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
File No. 2018-035
CHECKED:CLC
DRAWN:MKT
DESIGN:MKT
TEXAS REGISTRATION #14199
PRELIMINARY
CLAYMOORE ENGINEERING
19
0
3
C
E
N
T
R
A
L
D
R
I
V
E
,
S
U
I
T
E
#
4
0
6
PH
O
N
E
:
8
1
7
.
2
8
1
.
0
5
7
2
BE
D
F
O
R
D
,
T
X
7
6
0
2
1
W
W
W
.
C
L
A
Y
M
O
O
R
E
E
N
G
.
C
O
M
12/31/2018
PI
N
N
A
C
L
E
P
O
I
N
T
39
5
S
.
K
I
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X
A
S
BENCHMARK:
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 109' WEST AND
185' SOUTH OF THE NORTHWEST PROPERTY
CORNER. ELEVATION = 671.72'.
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5'
SOUTH OF THE NORTHWEST PROPERTY CORNER.
ELEVATION = 662.95'.
-
CASE NO. : ZA18-0014
ST
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DATE:
SHEET
File No. 2018-035
CHECKED:CLC
DRAWN:MKT
DESIGN:MKT
TEXAS REGISTRATION #14199
PRELIMINARY
CLAYMOORE ENGINEERING
19
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BENCHMARK:
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 109' WEST AND
185' SOUTH OF THE NORTHWEST PROPERTY
CORNER. ELEVATION = 671.72'.
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5'
SOUTH OF THE NORTHWEST PROPERTY CORNER.
ELEVATION = 662.95'.
-
CASE NO. : ZA18-0014
ST
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CA
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C-15
LOT 3R-1
26,493 SF
FFE=677.50
LOT 3R-2
27,695 SF
FFE=677.75
LOT 3R-3
27,071 SF
FFE=681.00
S0
°
3
4
'
1
1
"
E
19
5
.
0
1
'
S0
°
3
4
'
1
1
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E
17
0
.
0
0
'
S89°25'49"W
544.40'
S89°25'49"W
60.00'
S0°34'11"E41.49'S89°25'49"W
99.62'
VAN
V
A
N
VAN
V
A
N
V
A
N
LOT 1 LOT 2FF=676.50
92 PARKING SPACES PROVIDED FF=679.00
72 PARKING SPACES PROVIDED
15,469.50 S.F.
21030.56 S.F.
Richard Wayne Williams andRonald Eugene WilliamsDoc. No. D209130872
O.P.R.T.C.T.
30
'
F
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A
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D
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15' SIDEYARD SETBACK
T
8" W 8" W8" W
2" W
2" W
8
"
W
6" W
6" W
8"
W
6" W
8" W
1
"
W
1
"
W
S
SS
S
LOT 1, BLOCK A
PINNACLE POINTDOC. NO. D217057810
P.R.T.C.T.
S.
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LOT 2, BLOCK APINNACLE POINTDOC. NO. D217057810
P.R.T.C.T.
LOT 4, MEADOW OAKS
SUBDIVISION
VOL. 388-129, PG. 39
P.R.T.C.T.
THE ZELDA M. WHITE
ESTATE TRUSTELBERT CLARK
WHITE, JR. TRUSTEEDOC. NO. D206196920
O.P.R.T.C.T.
S89°27'05"W 819.76'
N0
0
°
3
1
'
3
5
"
W
3
8
1
.
5
0
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DRAINAGE & UTILITY
EASEMENTDOC. NO. D217057810
P.R.T.C.T.
15' UTILITY EASEMENTDOC. NO. D217057810
P.R.T.C.T.
24' FIRELANE, UTILITY,DRAINAGE & ACCESSEASEMENT NO. D217057810 P.R.T.C.T.
24' DRAINAGE &UTILITY EASEMENTDOC.NO. D217057810
P.R.T.C.T.
15' UTILITY EASEMENTDOC. NO. D217057810 P.R.T.C.T.
24' DIRELANE, UTILITY,DRAINAGE & ACCESS EASEMENT
DOC.NO. D217057810 P.R.T.C.T.
15' COMMON ACCESS
EASEMENTDOC.NO. D217057810P.R.T.C.T.
10' REAR YARDSETBACK
DOC.NO. D217057810P.R.T.C.T.
5' UTILITY EASEMENTVOL. 388-129, PG. 39P.R.T.C.T.
15' SIDE YARD SETBACKDOC.NO. D217057810P.R.T.C.T.
30' SIDE YARD SETBACK
DOC.NO. D217057810P.R.T.C.T.
DRAINAGE &UTILITY EASEMENTDOC.NO. D217057810
P.R.T.C.T.
100' BUILDING LINE
VOL. 388-129, PG. 39
P.R.T.C.T.
30' SIDE YARD SETBACK
VOL. 388-129, PG. 39
P.R.T.C.T.
300' REAR YARD SETBACK
VOL. 388-129, PG. 39P.R.T.C.T.
S0
0
°
3
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1
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E
3
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1
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N89°27'05"E 819.47'
LOT 1, BLOCK 1
CARROLL ISD NO.4ADDITION CABINET A,
SLIDE 6417 P.R.T.C.T.
30' SIDE YARD SETBACK
DOC.NO. D217057810
P.R.T.C.T.
2
4
3
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3
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22
9
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9
5
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N
0
0
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1
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S
FH
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S
FH
FH
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FH
0+
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4+00 5+00 6+00 7+00 8+00 9+00
10
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STA: 0+00, WATER LINE ACONNECT TO EX. 8" WATER LINEINSTALL:
1 - 8"X8" CUT-IN TEE2 - 8" GATE VALVES
STA: 1+07.35, WATER LINE AINSTALL:1 - 8"X6" TEE
1 - 8" GATE VALVE1 - 6" GATE VALVE±47LF OF 6" FIRE SERVICE
STA: 1+10.35, WATER LINE AINSTALL:1 - 8"X1" CORPORATION STOP
1 - 1" DOMESTIC METER±47 LF OF 1" DOMESTIC SERVICE LINE
STA: 1+13.35, WATER LINE A
INSTALL:1 - 8"X1" CORPORATION STOP1 - 1" IRRIGATION METER
±27 LF OF 1" IRRIGATION SERVICE LINE
STA: 1+32.89, WATER LINE AINSTALL:1 - 8"X6" TEE
1 - 8" GATE VALVE1 - 6" GATE VALVE±38 LF OF 6" FIRE LINE
1 - FIRE HYDRANT ASSEMBLYPER CITY STANDARDS
STA: 1+74.89, WATER LINE AINSTALL:
1 - 8"X6" TEE1 - 8" GATE VALVE1 - 6" GATE VALVE
±23LF OF 6" FIRE SERVICEAND 6" 45° BEND
STA: 1+77.65, WATER LINE A
INSTALL:1 - 8"X1" CORPORATION STOP
1 - 1" DOMESTIC METER±25 LF OF 1" DOMESTIC SERVICE LINEAND 1" 45° BEND
STA: 1+80.69, WATER LINE AINSTALL:1 - 8"X1" CORPORATION STOP
1 - 1" IRRIGATION METER±3 LF OF 1" IRRIGATION SERVICE LINE
STA: 2+90.88, WATER LINE AINSTALL:1 - 8" 45° BEND
STA: 2+95.12, WATER LINE AINSTALL:1 - 8"X6" TEE
1 - 8" GATE VALVE1 - 6" GATE VALVE±16 LF OF 6" FIRE LINE
1 - FIRE HYDRANT ASSEMBLYPER CITY STANDARDS
STA: 3+19.16, WATER LINE AINSTALL:1 - 8" 45° BEND
STA: 5+74.85, WATER LINE A
INSTALL:1 - 8"X6" TEE1 - 8" GATE VALVE
1 - 6" GATE VALVE±24 LF OF 6" FIRE LINE
1 - FIRE HYDRANT ASSEMBLYPER CITY STANDARDS
STA: 6+90.86, WATER LINE A
INSTALL:1 - 8"X6" TEE1 - 8" GATE VALVE
1 - 6" GATE VALVE±32 LF OF 6" FIRE LINE
1 - FIRE HYDRANT ASSEMBLYPER CITY STANDARDS
STA: 9+05.16, WATER LINE AINSTALL:1 - 8"X8" TEE
2 - 8" GATE VALVES65LF OF 8" STUB
1 - 8" PLUG
STA: 9+19.50, WATER LINE A
INSTALL:1 - 8"X6" TEE1 - 8" GATE VALVE
1 - 6" GATE VALVE±25 LF OF 6" FIRE LINE
1 - FIRE HYDRANT ASSEMBLYPER CITY STANDARDS
STA: 11+90.20, WATER LINE AINSTALL:1 - 8"X6" TEE
1 - 8" GATE VALVE1 - 6" GATE VALVE
±10LF OF 6" FIRE SERVICE
STA: 12+15.85, WATER LINE ACONNECT TO EX. 8" WATER LINE
INSTALL:1 - 8"X8" CUT-IN TEE2 - 8" GATE VALVES
STA: 12+12.58, WATER LINE A
INSTALL:1 - 8"X1" CORPORATION STOP
1 - 1" IRRIGATION METER±5 LF OF 1" IRRIGATION SERVICE LINE
STA: 12+09.13, WATER LINE AINSTALL:
1 - 8"X1" CORPORATION STOP1 - 1" DOMESTIC METER±20 LF OF 1" DOMESTIC SERVICE LINEAND 1" 45° BEND
EXISTING FIREHYDRANTEXISTING FIREHYDRANT
2
1
3
4
4
1
2
3
4
3
2
1
15' WATER LINE EASEMENT
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED FIREHYDRANT
PROPOSED FIREHYDRANT
PROPOSED FIREHYDRANT
PROP. PAD MOUNTED
TRANSFORMER
2 - 4' CONDUIT
2 - 4' CONDUITPROP. FDC
PROP. FDC
CONNECT TO EXISTING
POWER POLE. CONTRACTORSHALL CONTACT SERVICEPROVIDER FOR COORDINATION.
WATER LINE A
8" PVC (PUBLIC)
WATER LINE A
8" PVC (PUBLIC)
WA
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8"
P
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(
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)
CONNECT TO EXISTING 8" WATER LINEINSTALL:
1 - 8"x6" CUT IN TEE1 - CUT IN 8" GATE VALVE1 - 6' GATE VALVE
±20 LF OF 6" FIRE SERVICE1 - FIRE HYDRANT ASSEMBLY PER CITY
STANDARDS
EXIST. SANITARY SEWER MANHOLERIM EL: 674.10±
EXIST. 8" SANITARY SEWER
@ ±1.99% SLOPE
EXIST. SANITARY SEWER MANHOLERIM EL: 675.70±
EXIST. 8" SANITARY SEWER@ ±1.99% SLOPE
1
0
.
7
6
'
23.65'
0+
0
0
1+
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6
5
0
+
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16
5
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"
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7
%
STA: 0+00, SSWR LINE A
REMOVE PLUG AND CONNECTTO EX. 8" SSWR MANHOLEINSTALL:
1 - 5' SSWR DROP MANHOLEPER CITY STANDARDSRIM: 675.88
FL (IN) 8": 662.69FL (IN) 8": 669.08
FL (OUT)8": 662.59
SSWR LINE B (PRIVATE)
29 LF OF 8" PVC @ 8.33%
STA: 0+29, SSWR LINE B
REFER TO MEP PLANS FOR CONTINUATIONINSTALL:
1-8" PLUGFL (OUT)8": 671.50
STA: 1+65.02, SSWR LINE A
REFER TO MEP PLANS FOR CONTINUATIONINSTALL:1-8" PLUG
FL (OUT)8": 667.75
STA: 0+00, SSWR LINE C
REMOVE PLUG AND CONNECTTO EX. SSWR MANHOLE
INSTALL:1 - 4' SSWR MANHOLE
PER CITY STANDARDSRIM: 676.26FL (IN) 8": 671.68FL (OUT)8": 662.59
STA: 1+66.02, SSWR LINE C
REFER TO MEP PLANS FOR CONTINUATIONINSTALL:
1-8" PLUGFL (OUT)8": 675.00STA: 0+04.34, SSWR LINE CINSTALL:
1- 8" 45° BEND WITH CLEANOUTRIM: 676.38FL (IN) 8": 671.77FL (OUT)8": 671.77
STA: 1+42.59, SSWR LINE CINSTALL:
1- 8" 45° BEND WITH CLEANOUTRIM: 678.78FL (IN) 8": 674.53
FL (OUT)8": 674.53
SSWR LINE C (PUBLIC)
166 LF OF 8" PVC @ 2.00%
15' WATER LINE EASEMENT
FDC LOCATION
PROPOSED SANITARY SEWER EASEMENT
ADJACENT TO EX. UTILITY EASEMENT
PROPOSED 15' SANITARY SEWEREASEMENT
15' WATER LINE EASEMENT
15' WATER LINE EASEMENT
0
GRAPHIC SCALE
1 inch = ft.
40 40 80
40
20
LEGEND
EXISTING WATER LINE
PROPOSED WATER LINE
EXISTING SANITARY SEWER LINE
PROPOSED SANITARY SEWER LINE
PROPOSED FDC
PROPOSED METER
PROPOSED VALVE
PROPOSED PLUG
PROPOSED FIRE HYDRANT
PROPOSED BENDS
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
FULL DEPTH SAWCUT
NOTES
1. CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY
COMPANIES AND IRRIGATION PLANS TO DETERMINE QUANTITY, SIZE,
AND LOCATION FOR ALL CONDUIT AND SLEEVING REQUIRED TO SERVE
BUILDING AND SITE. ALL CONDUIT AND SLEEVES SHALL BE INSTALLED
PRIOR TO SUBGRADE PREPARATION AND PAVING.
FRANCHISE UTILITY NOTES:
1.THE GAS, ELECTRIC AND TELEPHONE INFORMATION SHOWN ON THIS
PLAN IS BASED UPON THE LATEST INFORMATION AVAILABLE FROM THE
RESPECTIVE FRANCHISE UTILITY COMPANIES. IT IS INTENDED FOR
PURPOSES OF GENERAL BIDDING AND BASIC CLARITY. SPECIFIC JOB
SITE CONDITIONS SHALL BE FIELD VERIFIED PER NOTES 2 THROUGH 4
BELOW. THE FRANCHISE UTILITY CONTRACTOR ASSUMES ALL
RESPONSIBILITY FOR SAID FIELD CONDITIONS AND ASSOCIATED
REVISIONS REQUIRED BY THE RESPECTIVE UTILITY COMPANIES
INVOLVED.
2.THE FRANCHISE UTILITY CONTRACTOR SHALL CONTACT THE
RESPECTIVE FRANCHISE UTILITY COMPANIES, VERIFY ALL
REQUIREMENTS AND EQUIPMENT, AND FURNISH AND INSTALL,
INCLUDING BUT NOT LIMITED TO, ALL METERS, TRANSFORMERS,
CONDUIT, CONCRETE PADS, TRENCHING, AND BACKFILL NECESSARY
FOR PROPER INSTALLATION. FRANCHISE UTILITY CONTRACTOR SHALL
ALSO PAY ALL FEES AND CHARGES INCURRED AND COORDINATE WITH
OTHER FRANCHISE UTILITY COMPANIES.
3. THE FRANCHISE UTILITY CONTRACTOR SHALL FIELD VERIFY, IN THE
PRESENCE OF THE RESPECTIVE UTILITY COMPANY REPRESENTATIVES,
THE LOCATION OF ALL EXISTING AND PROPOSED UTILITY SERVICES AND
EQUIPMENT. THE FRANCHISE UTILITY CONTRACTOR SHALL INCLUDE IN
HIS BID SUFFICIENT FUNDS TO COVER ALL COSTS REQUIRED BY UTILITY
COMPANIES TO PROVIDE NEW SERVICES AND/OR UPGRADE EXISTING
SERVICES. NO ALLOWANCES WILL BE MADE FOR FRANCHISE UTILITY
CONTRACTOR'S UNFAMILIARITY WITH THE EXISTING CONDITION,
REQUIREMENTS OF THE NEW CONDITIONS, AND/OR FAILURE TO
COORDINATE INSTALLATION.
4. CONTRACTOR SHALL VERITY THAT METER AND TRANSFORMER
LOCATIONS SHOWN MEET DESIGN CRITERIA BY FRANCHISE UTILITY
COMPANIES FOR, BUT NOT LIMITED TO, THE OFFSET DISTANCE FROM
FACE OF BUILDING.
5. FRANCHISE UTILITIES SHOWN ON THIS PLAN FOR REFERENCE ONLY.
EACH REQUIRES A SEPARATE PERMIT.
CONSTRUCTION SCHEDULE
1
2
3
DOMESTIC SERVICE CONNECTION:
INSTALL 2" PLUG
SEE MEP PLANS FOR CONTINUATION OF SERVICE
ELECTRIC SERVICE CONNECTION:
SEE MEP PLANS FOR CONTINUATION OF SERVICE
SANITARY SEWER CONNECTION:
INSTALL 8" PLUG, SEE MEP PLANS FOR
CONTINUATION OF SERVICE.
4
FIRE SERVICE CONNECTION:
INSTALL 6" PLUG
SEE MEP PLANS FOR CONTINUATION OF SERVICE
BENCHMARK:
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 109' WEST AND
185' SOUTH OF THE NORTHWEST PROPERTY
CORNER. ELEVATION = 671.72'.
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5'
SOUTH OF THE NORTHWEST PROPERTY CORNER.
ELEVATION = 662.95'.
CITY MONUMENT:
- MONUMENT #40.
WGS 84 POSITION.
LATITUDE: 325628.25340
LONGITUDE: 970659.77550
ELLIP HGHT: 555.84
NOTE:
- PRIVATE SANITARY SEWER SERVICES NEED
A PLUMBING PERMIT AND MUST BE
INSPECTED BY BUILDING INSPECTIONS
PRIOR TO BURIAL.
DA
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No
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RE
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BY
DATE:
SHEET
File No. 2018-035
CHECKED:CLC
DRAWN:MKT
DESIGN:MKT
TEXAS REGISTRATION #14199
PRELIMINARY
CLAYMOORE ENGINEERING
19
0
3
C
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D
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12/31/2018
PI
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S89°27'05"W 819.76'
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3
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3
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W
3
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1
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5
0
'
DRAINAGE & UTILITY
EASEMENT
DOC. NO. D217057810
P.R.T.C.T.
15' UTILITY EASEMENT
DOC. NO. D217057810
P.R.T.C.T.
24' FIRELANE, UTILITY,DRAINAGE & ACCESS
EASEMENT NO. D217057810 P.R.T.C.T.
24' DRAINAGE &
UTILITY EASEMENT
DOC. NO. D217057810
P.R.T.C.T.
15' UTILITY EASEMENT
DOC. NO. D217057810 P.R.T.C.T.
24' DIRELANE, UTILITY,
DRAINAGE & ACCESS EASEMENT
DOC. NO. D217057810 P.R.T.C.T.
15' COMMON ACCESS
EASEMENT
DOC. NO. D217057810
P.R.T.C.T.
10' REAR YARD
SETBACK
DOC. NO. D217057810
P.R.T.C.T.
5' UTILITY EASEMENT
VOL. 388-129, PG. 39
P.R.T.C.T.
15' SIDE YARD SETBACK
DOC. NO. D217057810
P.R.T.C.T.
30' SIDE YARD SETBACK
DOC. NO. D217057810
P.R.T.C.T.
DRAINAGE &
UTILITY EASEMENT
DOC. NO. D217057810
P.R.T.C.T.
100' BUILDING LINE
VOL. 388-129, PG. 39
P.R.T.C.T.
30' SIDE YARD SETBACK
VOL. 388-129, PG. 39
P.R.T.C.T.
300' REAR YARD SETBACK
VOL. 388-129, PG. 39
P.R.T.C.T.
S0
0
°
3
4
'
1
1
"
E
3
8
1
.
5
0
'
N89°27'05"E 819.47'
30' SIDE YARD SETBACK
DOC. NO. D217057810
P.R.T.C.T.
2
4
3
.
3
5
'
N89°26'46"E 498.89'
N85°36'46"E 149.23'
N89°53'11"E 171.57'
22
9
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9
5
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N
0
0
°
1
3
'
2
1
"
W
2
4
1
.
4
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4
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17
0
.
0
0
'
S89°25'49"W
544.40'
S89°25'49"W
60.00'
S0°34'11"E
41.49'
S89°25'49"W
99.62'
VAN
V
A
N
VAN
V
A
N
V
A
N
Chin Po and wife,
Whey-Ping Po
Doc. No. D199137355
O.P.R.T.C.T.
LOT 1 LOT 2
FF=676.50
92 PARKING SPACES PROVIDED FF=679.00
72 PARKING SPACES PROVIDED
15,469.50 S.F.21030.56 S.F.
Richard Wayne Williams and
Ronald Eugene Williams
Doc. No. D209130872
O.P.R.T.C.T.
Lot 1-R-3, Block 1
Georgetown Park
Cabinet A, Slide 4041
P.R.T.C.T.
Howard E. Carr, Jr. and Valerie
Carr, Trustees,
or their successors in trust
under the
Val & Howard Carr Living Trust,
dated February 4, 2014
Doc. No. D214024121
O.P.R.T.C.T.
30
'
F
R
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N
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A
R
D
S
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T
B
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15' SIDEYARD SETBACK
T
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W
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W
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1
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W
1
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W
LOT 3R-1
26,493 SF
FFE=677.50
LOT 3R-2
27,695 SF
FFE=677.75
LOT 3R-3
27,071 SF
FFE=681.00
R3
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28.46'
DA
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No
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RE
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DATE:
SHEET
File No. 2018-035
CHECKED:CLC
DRAWN:MKT
DESIGN:MKT
TEXAS REGISTRATION #14199
PRELIMINARY
CLAYMOORE ENGINEERING
19
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CASE NO. : ZA18-0014
0
GRAPHIC SCALE
1 inch = ft.
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Chin Po and wife,
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Doc. No. D199137355O.P.R.T.C.T.
LOT 1 LOT 2FF=676.50
92 PARKING SPACES PROVIDED FF=679.00
72 PARKING SPACES PROVIDED
15,469.50 S.F.
21030.56 S.F.
Richard Wayne Williams andRonald Eugene WilliamsDoc. No. D209130872
O.P.R.T.C.T.
Cabinet A, Slide 4041
P.R.T.C.T.
Carr, Trustees,or their successors in trustunder the
Val & Howard Carr Living Trust,dated February 4, 2014Doc. No. D214024121
O.P.R.T.C.T.
30
'
F
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A
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D
S
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B
A
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15' SIDEYARD SETBACK
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LOT 3R-1
26,493 SF
FFE=677.50
LOT 3R-2
27,695 SF
FFE=677.75
LOT 3R-3
27,071 SF
FFE=681.00
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544.40'
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60.00'
S0°34'11"E41.49'S89°25'49"W
99.62'
VAN
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DRAINAGE & UTILITY
EASEMENTDOC. NO. D217057810
P.R.T.C.T.
15' UTILITY EASEMENTDOC. NO. D217057810
P.R.T.C.T.
24' FIRELANE, UTILITY,DRAINAGE & ACCESS
EASEMENT NO. D217057810 P.R.T.C.T.
24' DRAINAGE &UTILITY EASEMENTDOC.NO. D217057810
P.R.T.C.T.
15' UTILITY EASEMENTDOC. NO. D217057810 P.R.T.C.T.
24' DIRELANE, UTILITY,DRAINAGE & ACCESS EASEMENT
DOC.NO. D217057810 P.R.T.C.T.
15' COMMON ACCESSEASEMENTDOC.NO. D217057810P.R.T.C.T.
10' REAR YARDSETBACK
DOC.NO. D217057810P.R.T.C.T.
5' UTILITY EASEMENTVOL. 388-129, PG. 39P.R.T.C.T.
15' SIDE YARD SETBACKDOC.NO. D217057810P.R.T.C.T.
30' SIDE YARD SETBACK
DOC.NO. D217057810P.R.T.C.T.
DRAINAGE &UTILITY EASEMENTDOC.NO. D217057810
P.R.T.C.T.
100' BUILDING LINEVOL. 388-129, PG. 39
P.R.T.C.T.
30' SIDE YARD SETBACK
VOL. 388-129, PG. 39
P.R.T.C.T.
300' REAR YARD SETBACK
VOL. 388-129, PG. 39P.R.T.C.T.
S0
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30' SIDE YARD SETBACK
DOC.NO. D217057810
P.R.T.C.T.
2
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N89°26'46"E 498.89'
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N89°53'11"E 171.57'
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LOT 3R-1
2.39 AC OR 104,280 SF
LOT 3R-2
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LOT 3R-3
2.24 AC OR 97,418 SF
DA
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No
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RE
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DATE:
SHEET
File No. 2018-035
CHECKED:CLC
DRAWN:MKT
DESIGN:MKT
TEXAS REGISTRATION #14199
PRELIMINARY
CLAYMOORE ENGINEERING
19
0
3
C
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12/31/2018
PI
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CASE NO. : ZA18-0014
0
GRAPHIC SCALE
1 inch = ft.
40 40 80
40
20
N.T.S.
VICINITY MAP
SITE
FM 1709 - SOUTHLAKE BLVD
S.
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S
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ENGINEER
1903 CENTRAL DRIVE
SUITE #406
BEDFORD, TX 76034
PH. 817.281.0572
CONTACT: CLAY CRISTY, PE
EMAIL: CLAY@CLAYMOOREENG.COM
ARCHITECT
GUIDE ARCHITECTURE
2001 N. LAMAR ST.,SUITE 550
DALLAS, TX 75202
214-960-9773
CONTACT:
PAUL LOWERS
OWNER
SP SOUTHLAKE -KIMBALL LLC
800 E. 96TH ST. #175
INDIANAPOLIS, IN 46240
PH. 214.506.3205
EMAIL:DAVID@BROWNDFW.COM
LEGEND
TREES TO BE PRESERVED
TREES TO BE REMOVED
TREE PRESERVATION SUMMARY
GROSS SITE AREA 312,680 SF
EXISTING CANOPY TREE
TOTAL AREA 154,878 SF
EXISTING TREE CANOPY
TO BE REMOVED
EXISTING TREE CANOPY
TO REMAIN
**NOTE: TRESS CANOPY CALCULATIONS ARE APPROXIMATE BASED ON THE
LOCATIONS FROM TREE LOCATIONS FROM TREE SURVEY COMBINED
WITH ARIAL IMAGERY
TREE REPLACEMENT & PROTECTION
PROCEDURES FOR THE CITY OF SOUTHLAKE
- SEE SEC. 9.5.379 - TREE REPLACEMENT AND
TREE PROTECTION STANDARDS IN THE CITY
OF SOUTHLAKE CODE OF ORDINANCES.
104,158 SF
50,720 SF
SEE TREE SURVEY FOR SIZE AND SPECIES
67.25%
32.75%
25.10% SF
BENCHMARK:
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 109' WEST AND
185' SOUTH OF THE NORTHWEST PROPERTY
CORNER. ELEVATION = 671.72'.
- AN "X" CUT FOUND ON CONCRETE WITHIN S.
KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5'
SOUTH OF THE NORTHWEST PROPERTY CORNER.
ELEVATION = 662.95'.
CITY MONUMENT:
- MONUMENT #40.
WGS 84 POSITION.
LATITUDE: 325628.25340
LONGITUDE: 970659.77550
ELLIP HGHT: 555.84
LIMITS OF PROPOSED GRADING
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TEXAS REGISTRATION #14199 1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM 11/15/20181903 CENTRAL DRIVE SUITE #406 BEDFORD, TX 76034 PH. 817.281.0572 CONTACT: CLAY CRISTY, PE EMAIL: CLAY@CLAYMOOREENG.COMGUIDE ARCHITECTURE 2001 N. LAMAR ST.,SUITE 550 DALLAS, TX 75202 214-960-9773 CONTACT:PAUL LOWERS SP SOUTHLAKE -KIMBALL LLC 800 E. 96TH ST. #175 INDIANAPOLIS, IN 46240 PH. 214.506.3205 EMAIL:DAVID@BROWNDFW.COM BENCHMARK:- AN "X" CUT FOUND ON CONCRETE WITHIN S.KIMBALL ROAD, APPROXIMATELY 109' WEST AND 185' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 671.72'.- AN "X" CUT FOUND ON CONCRETE WITHIN S.KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5'SOUTH OF THE NORTHWEST PROPERTY CORNER.ELEVATION = 662.95'.COUNTY SURVEY:ABSTRACT NO.TARRANT A.A. FREEMAN SURVEY 522CITY:STATE:SOUTLAKE TEXASLEGAL DESCRIPTION:LOTS 3, BLOCK A PINNACLE POINT 1.178 ACRES - 312,683 SFSITE PLAN PINNACLE POINT SOUTHLAKE L-2LANDSCAPE PLANN.T.S.VICINITY MAPSITEFM 1709 - SOUTHLAKE BLVD S. KIMBALL AVE.CROOKED LNNOLEN DRIVE SILICON DR.KIMBALL HILL CTEASTWOOD DR.MANCHESTER CT ENGINEER ARCHITECT OWNER
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TEXAS REGISTRATION #14199 1903 CENTRAL DRIVE, SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM 11/15/20181903 CENTRAL DRIVE SUITE #406 BEDFORD, TX 76034 PH. 817.281.0572 CONTACT: CLAY CRISTY, PE EMAIL: CLAY@CLAYMOOREENG.COMGUIDE ARCHITECTURE 2001 N. LAMAR ST.,SUITE 550 DALLAS, TX 75202 214-960-9773 CONTACT:PAUL LOWERS SP SOUTHLAKE -KIMBALL LLC 800 E. 96TH ST. #175 INDIANAPOLIS, IN 46240 PH. 214.506.3205 EMAIL:DAVID@BROWNDFW.COM BENCHMARK:- AN "X" CUT FOUND ON CONCRETE WITHIN S.KIMBALL ROAD, APPROXIMATELY 109' WEST AND 185' SOUTH OF THE NORTHWEST PROPERTY CORNER. ELEVATION = 671.72'.- AN "X" CUT FOUND ON CONCRETE WITHIN S.KIMBALL ROAD, APPROXIMATELY 103' WEST AND 5'SOUTH OF THE NORTHWEST PROPERTY CORNER.ELEVATION = 662.95'.COUNTY SURVEY:ABSTRACT NO.TARRANT A.A. FREEMAN SURVEY 522CITY:STATE:SOUTLAKE TEXASLEGAL DESCRIPTION:LOTS 3, BLOCK A PINNACLE POINT 1.178 ACRES - 312,683 SFSITE PLAN PINNACLE POINT SOUTHLAKE L-3LANDSCAPE DETAILSN.T.S.VICINITY MAPSITEFM 1709 - SOUTHLAKE BLVD S. KIMBALL AVE.CROOKED LNNOLEN DRIVE SILICON DR.KIMBALL HILL CTEASTWOOD DR.MANCHESTER CT ENGINEER ARCHITECT OWNERPINNACLE POINT 395 S. KIMBALL AVENUE LOT 3, BLOCK A , PINNACLE POINT SOUTHLAKE, TEXAS
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LEVEL 1
0"
2 46724 2 44647777764
10'-0"
49'-0" 5'-0" 48'-0" 5'-0" 35'-0" 5'-0" 48'-0" 5'-0" 35'-0" 5'-0" 53'-0"
21'-0"
24'-0"
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0"
14'-0"
8'-0"
51 2 34 5 2 4 2 435
48'-0" 12'-0" 46'-0" 35'-0" 58'-0" 35'-0" 57'-10" 1'-2"
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18'-0"
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51 2 345
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24'-0"
48'-0" 10'-0" 22'-0" 14'-11"
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1 123455
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Project Number
SHEET
N O T F O R
C O N S T R U C T I O N
Drawn
Checked
Approved
GUIDE Architecture, LLC.
4/
2
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/
2
0
1
8
9
:
4
2
:
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6
A
M
A9.02
COUNCIL REVIEW-
BUILDING 3
18007
PI
N
N
A
C
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P
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ARCHITECTS NAME REG NUMBER
3/32" = 1' -0"
NORTH ELEVATION AND PARTIAL PLAN 04
3/32" = 1' -0"
SOUTH ELEVATION AND PARTIAL PLAN 01
3/32" = 1' -0"
EAST ELEVATION AND PARTIAL PLAN 03 3/32" = 1' -0"
WEST ELEVATION AND PARTIAL PLAN 02
N EXTERIOR MATERIALS
Number Comment
1 NATURAL STONE VENEER W/ CAST STONE CAP
2 SMOOTH STONE VENEER W/ CAST STONE CAP
3 WOOD LOOK TILE VENEER W/ LOW PROFILE
PRE-FINISHED METAL COPING, DARK BRONZE FINISH
4 ALUMINUM AND GLASS STOREFRONT W/ S.S. METAL
ROOF CANOPY, DARK BRONZE FINISH
5 ALUMINUM AND GLASS STOREFRONT, DARK BRONZE
FINISH
6 CONCRETE TILT WALL W/ BOARD FINISH, PAINTED
7 PRE-FINISHED MTL COLLECTOR HEAD AND DOWNSPOUT,
DARK BRONZE FINISH
2001 N Lamar Street
Dallas TX 75202
1.214.960.9773
GUIDE Architecture, LLC
△SUBMISSION DATE
SOUTH ELEVATION
MASONRY REQUIREMENTS
MASONRY
SMOOTH LIMESTONE 2,610 SF
CUT STONE 1,204 SF
WOOD LOOK TILE 1,174 SF
TOTAL 4,988 SF (100%)
WEST ELEVATION
MASONRY REQUIREMENTS
MASONRY
SMOOTH LIMESTONE 400 SF
CUT STONE 1,127 SF
WOOD LOOK TILE 217 SF
TOTAL 1,744 SF (100%)
EAST ELEVATION
MASONRY REQUIREMENTS
MASONRY
SMOOTH LIMESTONE 400 SF
CUT STONE 1,127 SF
WOOD LOOK TILE 226 SF
TOTAL 1,753 SF (100%)
NORTH ELEVATION
MASONRY REQUIREMENTS
MASONRY
SMOOTH LIMESTONE 3,604 SF
CUT STONE 28 SF
PAINTED TILT WALL 2,888 SF
TOTAL 6,520 SF (100%)
LEVEL 1
0"
12432446444466227777777
31'-0" 5'-0" 35'-0" 5'-0" 48'-0" 5'-0" 35'-0" 5'-0" 48'-0" 5'-0" 35'-0" 5'-0" 53'-0"
10'-0"
21'-0"
24'-0"
18'-0"
LEVEL 1
0"
1 5 24 5325553 2 54 4 3 2
18'-0"
8'-0"
21'-0"
24'-0"
48'-0" 12'-0" 46'-0" 35'-0" 58'-0" 35'-0" 58'-0" 28'-0"
LEVEL 1
0"
1524532
24'-0"
21'-0"
18'-0"
8'-0"
14'-0"
15'-0" 22'-0" 10'-0" 44'-0"
LEVEL 1
0"
1 5 2 4 5 3
21'-0"
18'-0"
14'-0"
8'-0"
24'-0"
44'-0" 10'-0" 22'-0" 15'-0"
48'-0" 58'-0" 35'-0" 58'-0" 35'-0" 58'-0" 28'-0"
4'
-
0
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320'-0"
5'
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0
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4'
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1
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1'-2" 56'-10" 35'-0" 58'-0" 35'-0" 58'-0" 35'-0" 34'-10" 1'-2"
5'
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315'-0"
15'-0" 32'-0" 44'-0"
3
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91'-0"
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Project Number
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C O N S T R U C T I O N
Drawn
Checked
Approved
GUIDE Architecture, LLC.
4/
2
4
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2
0
1
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1
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5
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3
9
A
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A9.02
COUNCIL REVIEW-
BUILDING 4
18007
PI
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Approver
ARCHITECTS NAME REG NUMBER
3/32" = 1' -0"
NORTH ELEVATION AND PARTIAL PLAN 04
3/32" = 1' -0"
SOUTH ELEVATION AND PARTIAL PLAN 01
3/32" = 1' -0"
EAST ELEVATION AND PARTIAL PLAN 03 3/32" = 1' -0"
WEST ELEVATION AND PARTIAL PLAN 02
N EXTERIOR MATERIALS
Number Comment
1 NATURAL STONE VENEER W/ CAST STONE CAP
2 SMOOTH STONE VENEER W/ CAST STONE CAP
3 WOOD LOOK TILE VENEER W/ LOW PROFILE
PRE-FINISHED METAL COPING, DARK BRONZE FINISH
4 ALUMINUM AND GLASS STOREFRONT W/ S.S. METAL
ROOF CANOPY, DARK BRONZE FINISH
5 ALUMINUM AND GLASS STOREFRONT, DARK BRONZE
FINISH
6 CONCRETE TILT WALL W/ BOARD FINISH, PAINTED
7 PRE-FINISHED MTL COLLECTOR HEAD AND DOWNSPOUT,
DARK BRONZE FINISH
2001 N Lamar Street
Dallas TX 75202
1.214.960.9773
GUIDE Architecture, LLC
△SUBMISSION DATE
SOUTH ELEVATION
MASONRY REQUIREMENTS
MASONRY
SMOOTH LIMESTONE 2,634 SF
CUT STONE 1,184 SF
WOOD LOOK TILE 1,600 SF
TOTAL 5,418 SF (100%)
WEST ELEVATION
MASONRY REQUIREMENTS
MASONRY
SMOOTH LIMESTONE 400 SF
CUT STONE 1,054 SF
WOOD LOOK TILE 400 SF
TOTAL 1,694 SF (100%)
EAST ELEVATION
MASONRY REQUIREMENTS
MASONRY
SMOOTH LIMESTONE 400 SF
CUT STONE 1,054 SF
WOOD LOOK TILE 240 SF
TOTAL 1,694 SF (100%)
NORTH ELEVATION
MASONRY REQUIREMENTS
MASONRY
SMOOTH LIMESTONE 4,265 SF
CUT STONE 56 SF
PAINTED TILT WALL 2,538 SF
TOTAL 6,859 SF (100%)
LEVEL 1
0"
1246466444422777777
18'-0"
10'-0"
37'-0" 5'-0" 48'-0" 5'-0" 35'-0" 5'-0" 48'-0" 5'-0" 35'-0" 5'-0" 53'-0"
21'-0"
24'-0"
LEVEL 1
0"
1 5 2 4 53 5324 2 4
14'-0"
8'-0"
48'-0" 12'-0" 46'-0" 35'-0" 58'-0" 35'-0" 47'-0"
24'-0"
21'-0"
18'-0"
LEVEL 1
0"
1 5 2 4 5 3 1
18'-0"
14'-0"
21'-0"
24'-0"
8'-0"
LEVEL 1
0"
1 5 2 4 5 3 1
8'-0"
14'-0"
18'-0"
21'-0"
24'-0"
4'-10 3/4"
48'-0" 58'-0" 35'-0" 58'-0" 35'-0" 45'-10" 1'-2"
4'
-
0
"
281'-0"
5'
-
0
"
1'-2" 56'-10" 35'-0" 58'-0" 35'-0" 58'-0" 37'-0"
5'
-
0
"
4'
-
1
"
281'-0"
4'-10 3/4"
48'-0" 32'-0" 21'-0"
101'-0"
5'-0"
4
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4 '-1 0 3 /4 "
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Project Number
SHEET
N O T F O R
C O N S T R U C T I O N
Drawn
Checked
Approved
GUIDE Architecture, LLC.
4/
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1
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Author
Checker
Approver
ARCHITECTS NAME REG NUMBER
3/32" = 1' -0"
NORTH ELEVATION AND PARTIAL PLAN 1
3/32" = 1' -0"
SOUTH ELEVATION AND PARTIAL PLAN 01
3/32" = 1' -0"
EAST ELEVATION AND PARTIAL PLAN 3 3/32" = 1' -0"
WEST ELEVATION AND PARTIAL PLAN 4
N EXTERIOR MATERIALS
Number Comment
1 NATURAL STONE VENEER W/ CAST STONE CAP
2 SMOOTH STONE VENEER W/ CAST STONE CAP
3 WOOD LOOK TILE VENEER W/ LOW PROFILE
PRE-FINISHED METAL COPING, DARK BRONZE FINISH
4 ALUMINUM AND GLASS STOREFRONT W/ S.S. METAL
ROOF CANOPY, DARK BRONZE FINISH
5 ALUMINUM AND GLASS STOREFRONT, DARK BRONZE
FINISH
6 CONCRETE TILT WALL W/ BOARD FINISH, PAINTED
7 PRE-FINISHED MTL COLLECTOR HEAD AND DOWNSPOUT,
DARK BRONZE FINISH
2001 N Lamar Street
Dallas TX 75202
1.214.960.9773
GUIDE Architecture, LLC
△SUBMISSION DATE
SOUTH ELEVATION
MASONRY REQUIREMENTS
MASONRY
SMOOTH LIMESTONE 2,634 SF
CUT STONE 1,248 SF
WOOD LOOK TILE 1,160 SF
TOTAL 5,042 SF (100%)
WEST ELEVATION
MASONRY REQUIREMENTS
MASONRY
SMOOTH LIMESTONE 400 SF
CUT STONE 1,164 SF
WOOD LOOK TILE 326 SF
TOTAL 1,890 SF (100%)
NORTH ELEVATION
MASONRY REQUIREMENTS
MASONRY
SMOOTH LIMESTONE 3,604 SF
CUT STONE 28 SF
PAINTED TILT WALL 2,576 SF
TOTAL 6,208 SF (100%)
EAST ELEVATION
MASONRY REQUIREMENTS
MASONRY
SMOOTH LIMESTONE 400 SF
CUT STONE 1,164 SF
WOOD LOOK TILE 326 SF
TOTAL 1,890 SF (100%)