Item 9 - PlansSPINESLOPEFLFLFLFLFLFLFLFLFLFLFLFLFLF
L
FL
FL
FL FL FL FL FLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FLFLFLFLFLFLFLFL FL FL FL FL
FL
FL
FL
FL
FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL15' SANITARY SEWER
EASEMENT
JAMES B. MARTIN SURVEYABSTRACT NO. 1134
KIRKWOOD BOULEVARDSTATE HIGHWAY NO. 114L=317.44'
R=4843.00'
Δ=3°45'20"
CB=N26° 18' 30"W
CL=317.39
L=695.83'
R=4831.00'
Δ=8°15'09"
CB=N32° 18' 42"W
CL=695.23
S61°48'53"W
12.00
N67°59'18"E
12.00
L=32.63'
R=4831.00'
Δ=0°23'13"
CB=N21° 49' 06"WN24°20'45"W 807.00'S65°38'13"W
1
0
2
8
.
9
0
'S34°06'40"E 470.25'L=204.44'
R=4843.00'
Δ=2°25'07"
CB=N23° 13' 16"W
CL=204.42
L=1054.91'
R=1778.00'
Δ=33°59'40"
CB=S17° 06' 50"W
CL=1039.51
L=303.19'
R=2101.00'
Δ=8°16'06"
CB=S29° 58' 37"E
CL=302.93S25°50'34"E 200.00'L=206.33'
R=1424.00'
Δ=8°18'07"
CB=S29° 59' 37"W
CL=206.15
L=695.83'
R=4831.00'
Δ=8°15'09"
CB=N32° 18' 42"W
CL=695.23
100-YR FULLY DEVELOPED FLOODPLAIN PER
KIRKWOOD BRANCH WATERSHED STUDY BY
HALFF ASSOCIATES DATED FEBRUARY 2021.
EXISTING
POND
R7
2.0'R36.0'
R 2 4.0'R9.0'
R30.0'R30.0 'R 26.0'R 2 6.0'R55 .0 'R25.0'R 6 1.0'R 2 5 .0'R24.0'
R
3
6.0'
R3
6.
0
'
R36.0'R36 .0 'R24.0 'R30.0'
R30.0'R30 .0 'R30.0'
R5.0'
(TYP.)R36.0 'R24.0'
R 30.0'R30.0'72.0'8.4'126.0'55.3'90.0'8.4'54.0'7.0'
81.0'
7.0'
72.0'
POD 2
DATA CENTER
36,500 SF
1-STORY
BUILDING HEIGHT: 24 FT
POD 1
DATA CENTER
36,500 S.F.
1-STORY
BUILDING HEIGHT: 24 FT
OPERATION
11,200 SF
1-STORY
BUILDING HEIGHT: 24 FT
DALLAS MTA, L.P.
ZONED = NR-PUD
L.U.D. = MIXED USE
PROPOSED
RETAINING WALL
HEIGHT ±9.5 FT
PROPOSED
RETAINING WALL
HEIGHT ±7 FT
PROPOSED
RETAINING WALL
HEIGHT ±3.5 FT
PROPOSED
RETAINING WALL
HEIGHT ±7 FT
x
xxx
x
x
x x
x
x x x x
x
x x x
x
x
x
x
x x x x
x
30.4'356.1'
T
O
EX. FI
R
E
H
Y
D
R
A
N
T
EQUIPMENT YARD
PROPOSED
RETAINING WALL
HEIGHT ±13 FT
MECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNIT10987612345MECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNIT MECHANICALUNIT10987612345MECHANICALUNIT
MECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNIT10 9 8 7 6 12345MECHANICALUNIT
KIRKWOOD HOLLOW ADD.
ZONED = RPUD
L.U.D.= MEDIUM DENSITY
RESIDENTIAL
10' WATER
EASEMENT
10' WATER
EASEMENT
20' BUFFERYARD
TYPE C
20' BUFFERYARD
TYPE D
SPINE 17,000 SF
x
x
x x x x
x
x
x
x
36.0'24.0'48.0'36.0'30.0'133.3'269.4'
102.7'36.0'36.0'36.0'26.2'36.0'
18.0'
203.8'25.8'294.8'36.0'67.5'
121.5'
26.0'36.0'24.0'36.0'36.2'9.0'TYP.9.0'
TYP.
30.4'18.0'143.3'88.8'75.9'85.1'25.1'48.0'41.5'144.2'268.8'
72.0'
19.3'
94.3'
x
x x
x
xxxx
x
xxxx
x
x
x
POD 5
DATA CENTER
36,500 S.F.
1-STORY
BUILDING HEIGHT: 24 FT
POD 4
DATA CENTER
36,500 S.F.
1-STORY
BUILDING HEIGHT: 24 FT
POD 3
DATA CENTER
36,500 S.F.
1-STORY
BUILDING HEIGHT: 24 FT 68.2'24.0'30.0'66.0'46.3'143.5'269.4'30.4'143.5'69.0'24.0'30.6'144.2'84.1'143.5'143.5'143.5'68.2'144.2'35.4'101.3'PROPOSED DRIVEWAY LOCATION
PER TXDOT SH 114 FRONTAGE
ROAD PLANS DATED 4-17-2020
PROPOSED
TURN LANE
PROPOSED
SWITCHGEAR
LOCATION
PROPOSED
ACCESS GATE
PROPOSED
ACCESS GATE
8' TALL ALUMINUM
ORNAMENTAL
PERIMETER FENCE
PROPOSED
ACCESS GATE
PROPOSED
DUMPSTER
5' SIDEWALK
5' SIDEWALK
PROPOSED 10'
METAL FENCE
PROPOSED 10'
METAL FENCE
8' TALL ALUMINUM
ORNAMENTAL
PERIMETER FENCE
8' TALL ALUMINUM
ORNAMENTAL
PERIMETER FENCE
8' TALL ALUMINUM
ORNAMENTAL
PERIMETER FENCE
EXISTING
CONCRETE
PAVEMENT
EXISTING
CONCRETE
PAVEMENT
CONNECT TO EX.
SS LINE
PROPOSED 10'
METAL FENCE
PROPOSED 10'
METAL FENCE
PROPOSED 10'
METAL FENCE
PROPOSED 10'
METAL FENCE
PROPOSED BIKE
RACK PAD
0 60'120'
GRAPHIC SCALE - 1"=60'
1
SITE PLAN
N
ENGINEER
HALFF ASSOCIATES, INC.
1201 N BOWSER RD
RICHARDSON, TX 75081
CONTACT: KAYLIE FLYNN, PE
(214) 937-3923
KFLYNN@HALFF.COM
OWNER / DEVELOPER
VERIZON WIRELESS TEXAS LLC
P.O. BOX 2549
ADDISON, TX 75001
DALLAS MTA LP
P.O. BOX 2549
ADDISON, TX 75001-2549
OVERALL SITE PLAN
SOUTHLAKE NEW BUILD
LOT 1R, BLOCK 1 SOLANA ADDITION
24.35 ACRES
SITUATED IN THE
J.B. MARTIN SURVEY ABSTRACT NO. 1134
CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS
JANUARY, 2022
LEGEND
6" THICK 3500 PSI CONCRETE PAVEMENT
6" THICK 3500 PSI CONCRETE PAVEMENT
8" THICK 3500 PSI CONCRETE PAVEMENT
BUILDING ENTRANCE/EXIT
PROPOSED LIGHT
x
PARKING ANALYSIS CHART
TOTAL PARKING REQUIRED 97
TOTAL PARKING PROVIDED 131
HANDICAP PARKING REQUIRED 4
HANDICAP PARKING PROVIDED 7
SITE DATA SUMMARY CHART
PHASE I FUTURE PHASES TOTAL
ANTICIPATED DEVELOPMENT SCHEDULE 2022 TBD
ZONING "NR-P.U.D.
LAND USE DESIGNATION MIXED USES
GROSS/NET ACREAGE SF/AC 1,060,860 SF (24.35 AC)
NUMBER OF PROPOSED LOTS 1
SITE COVERAGE (%)8.86%11.00%19.86%
AREA OF IMPERVIOUS COVERAGE SF (%)301,032 SF SF (28.38%)166,859 SF (15.73%)467,891 SF (44.10%)
AREA OF OPEN SPACE SF/(%)759,828 SF (71.62%)710,041 SF (55.90%)710,041 SF (55.90%)
TOTAL BUILDING/FLOOR AREA (SF)94,000 SF 116,700 SF 210,700 SF
BUILDING USE 94,000 SF: DATA CENTER 116,700 SF: DATA CENTER 210,700 SF: DATA CENTER
NUMBER OF STORIES 1 1
BUILDING HEIGHT(S)24 FT 24 FT
SUMMARY CHART- BUFFER YARD
LOCATION/DIRECTION REQUIRED/
PROVIDED LENGTH BUFFERYARD
WIDTH/TYPE
CANOPY
TREES
ACCENT
TREES SHRUBS
NORTHEAST REQUIRED 1179.77 C/ 10 FT 29 38 115
PROVIDED 0 5 115
SOUTHWEST REQUIRED 1025.27 D/ 10 FT 35 44 158
PROVIDED 0 44 158
EXISTING TREE CREDIT SUMMARY
42 TREES @ 6"-12" DBH
16 TREES @ GREATER THAN 12" DBH
* NOTE ANY CREDITS USED IN CALCULATIONS
A. REQUIREMENTS REDUCED BY 20% DUE TO DOUBLING OF BUFFER DEPTH
B. ALL CANOPY TREES REQUIRED AND SOME OF THE ACCENT TREES REQUIRED SATISFIED BY EXISTING TREE CREDITS
SUMMARY CHART
LANDSCAPE
AREA
% OF
AREA IN
FRONT
OR SIDE
CANOPY
TREES
ACCENT
TREES SHRUBS
GROUND
COVER
(SF)
SEASONAL
COLOR
(SF)
REQUIRED 19188
75%
39 77 480 2,879 384
PROVIDED 203463 75%39 IN
PROGRESS 483 4,027 409
1/24/2022Sheet Number
Sheet Title
Scale:AS NOTED
BDLChecked By:
Drawn By:KEF
42036
Issued:
Project No.:RevisionNo.DateDescriptionSOUTHLAKE, TEXASSOUTHLAKE NEW BUILDI:\42000s\42036\002\CADD\SheetsRCH\C0.01-SP OVERALL-42036.dwgJANUARY, 2022 1201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL (214) 346-6200FAX (214) 739-0095PRELIMINARY
KAYLIE FLYNN 135900
P.E. NO.
1/24/22DATE
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF:
NAME
FOR INTERIM REVIEW ONLY
TBPE FIRM #F-312VERIZON
STATE HIGHWAY NO. 114D
O
V
E
R
O
A
D
JAMES B. MARTIN SURVEYABSTRACT NO. 1134
KIRKWOOD BOULEVARDSTATE HIGHWAY NO. 114SPINESLOPE TRI-COUNTY
ELECTRICEQUIPMENTFLFLFLFLFLFLFLFLFL
FL FL FL FLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL
FL
FL
FLFLFLFLFLFLFLFLFLSTATE HIGHWAY NO. 114D
O
V
E
R
O
A
D
JAMES B. MARTIN SURVEYABSTRACT NO. 1134
KIRKWOOD BOULEVARDSTATE HIGHWAY NO. 114EXISTING
POND
EX. 10' SIDEWALK
EX. 10' SIDEWALK
EX. 6' SIDEWALK
EX. 6' SIDEWALK
EX. 6' SIDEWALK
EX. 6' SIDEWALK
5' SIDEWALK UNDER
CONSTRUCTION
5' SIDEWALK UNDER
CONSTRUCTION
5' SIDEWALK UNDER
CONSTRUCTION
5' SIDEWALK UNDER
CONSTRUCTIONMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNIT10987612345MECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNIT10987612345MECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNIT10987612345MECHANICALUNIT
3
PEDESTRIAN ACCESS
PLAN
00 100'200'
GRAPHIC SCALE - 1"=100'
N
1/24/2022Sheet Number
Sheet Title
Scale:AS NOTED
BDLChecked By:
Drawn By:KEF
42036
Issued:
Project No.:RevisionNo.DateDescriptionSOUTHLAKE, TEXASSOUTHLAKE NEW BUILDI:\42000s\42036\002\CADD\SheetsRCH\EXH-PEDESTRIAN ACCESS OVERALL-42036.dwgJANUARY, 2022 1201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL (214) 346-6200FAX (214) 739-0095PRELIMINARY
KAYLIE FLYNN 135900
P.E. NO.
1/24/22DATE
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF:
NAME
FOR INTERIM REVIEW ONLY
TBPE FIRM #F-312VERIZON
JAMES B. MARTIN SURVEYABSTRACT NO. 1134
KIRKWOOD BOULEVARDSTATE HIGHWAY NO. 114L=317.44'
R=4843.00'
Δ=3°45'20"
CB=N26° 18' 30"W
CL=317.39
L=695.83'
R=4831.00'
Δ=8°15'09"
CB=N32° 18' 42"W
CL=695.23
S61°48'53"W
12.00
N67°59'18"E
12.00
L=32.63'
R=4831.00'
Δ=0°23'13"
CB=N21° 49' 06"WN24°20'45"W 807.00'S65°38'13"W
1
0
2
8
.
9
0
'S34°06'40"E 470.25'L=204.44'
R=4843.00'
Δ=2°25'07"
CB=N23° 13' 16"W
CL=204.42
L=1054.91'
R=1778.00'
Δ=33°59'40"
CB=S17° 06' 50"W
CL=1039.51
L=303.19'
R=2101.00'
Δ=8°16'06"
CB=S29° 58' 37"E
CL=302.93S25°50'34"E 200.00'L=206.33'
R=1424.00'
Δ=8°18'07"
CB=S29° 59' 37"W
CL=206.15
L=695.83'
R=4831.00'
Δ=8°15'09"
CB=N32° 18' 42"W
CL=695.23
SPINESLOPEEV EV EV LEV LEV LEV LEV LEV LEV LEV
PROPOSED
ACCESS GATE
PROPOSED
ACCESS GATEMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNIT10987612345MECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNIT10987612345MECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNIT10987612345MECHANICALUNIT 0 60'120'
GRAPHIC SCALE - 1"=60'
4
FENCING
CONCEPT PLAN
N
LEGEND
PROPOSED 8' TALL ALUMINUM ORNAMENTAL
PERIMETER FENCE
PROPOSED 10' METAL FENCE
1/24/2022Sheet Number
Sheet Title
Scale:AS NOTED
BDLChecked By:
Drawn By:KEF
42036
Issued:
Project No.:RevisionNo.DateDescriptionSOUTHLAKE, TEXASSOUTHLAKE NEW BUILDI:\42000s\42036\002\CADD\SheetsRCH\EXH-FENCE OVERALL-42036.dwgJANUARY, 2022 1201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL (214) 346-6200FAX (214) 739-0095PRELIMINARY
KAYLIE FLYNN 135900
P.E. NO.
1/24/22DATE
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF:
NAME
FOR INTERIM REVIEW ONLY
TBPE FIRM #F-312VERIZON
GLASS
TYPE 02
METAL
PANEL
BRICK TYPE 01BRICK TYPE 02
CONCRETE
REVEAL
METAL LOUVER SCREEN
BRICK TYPE 01ARCHITECTURAL
CONCRETE PANEL
GLASS
TYPE 01
ARCHITECTURAL
CONCRETE
METAL LOUVER SCREEN
BRICK TYPE 02BRICK TYPE 01
GLASS TYPE 01
ARCHITECTURAL
CONCRETE PANEL
BRICK TYPE 02
BRICK TYPE 01
METAL LOUVER SCREEN
I N T E R I M R E V I E W O N L Y
Architect:
Arch. Reg. No.:
permit, or construction purposes.
are not intended for regulatory approval,
are released for interim review only and
These documents are incomplete, and
Date:
1 2 3 4 5 6
E
D
C
B
A
654321
A
B
C
D
E
DRAWN BY:
CHECKED BY:
COPYRIGHT:
DESIGNED BY:
CAD DWG FILE:
PROJECT NO:
SHEET TITLE
SHEET NUMBER
RECORD SET (AS−BUILTS)
CONSTRUCTION DESIGN SUBMISSION
100% SUBMISSION − POD 1
60% SUBMISSION − POD 2 (LAB)
60% SUBMISSION − POD 1
30% SUBMISSION
PRELIMINARY SUBMISSION
NETWORK COMPLIANCE SUBMITTALS DATE
This drawing was prepared solely for the use of
Verizon Wireless and must only be used by Verizon
Wireless employees, contractors, and vendors while
performing the work shown on this drawing. Any
other use of this drawing is forbidden.
REV DESCRIPTION DATE
210005
HKS, INC.
DALLAS, TX 75201
350 N SAINT PAUL STREET #100
1201 NORTH BOWSER ROAD
RICHARDSON, TEXAS 75081-2275
TEL (214) 346-6200
FAX (214) 739-0095
04/21/2021
05/24/2021
09/30/2021
STAMP
DUTCH E. WICKES
TX 12195
12/23/2021
100% SUBMISSION − POD 12 (LAB)
11/24/2021
PROGRESS SET 12/14/2021
12/23/2021
BIM 360://24453.000_VerizonVzWDataCenter˘Southlake_2021/A_VZW−SL_2021.rvt1/6/2022 3:43:37 PMSOUTHLAKE NEW BUILD500 W DOVE ROADSOUTHLAKE, TX24453.000
HKS
HKS
HKS
EXTERIOR FINISH SCHEDULE
A210 CONCEPT
1/2" = 1'-0"01 OPERATION
1/2" = 1'-0"02 TYP EQUIPMENT YARD
1/2" = 1'-0"03 POD
1/2" = 1'-0"04 EQUIPMENT YARD TYP
MATERIALS MATRIX - EXTERIOR
IMAGE Mark Material: Description Manufacturer
Model
Information Comments URL reference
WALLS
ACT-01 Architectural Concrete
24453.000VERIZON - SOUTHLAKE NEW BUILD500 W DOVE ROADSOUTHLAKE, TXDATE: HKS, INC.ARCHITECTURAL & STRUCTURAL350 N SAINT PAUL STREET, SUITE 100DALLAS, TX 75201-4240WICK FISHER WHITEMECHANICAL, PLUMBING, & ELECTRICAL100 NORTH INDEPENDENCE MALL WEST, SUITE 5 SEPHILADELPHIA, PA 19106VERIZONOWNER500 WEST DOVE RD.SOUTHLAKE, TX 76092HALFFCIVIL1201 NORTH BOWSER ROADRICHARDSON, TX 75081-2275PROJECT NO.: 100% SUBMISSION - POD 112/23/2021
LEVEL 01
100' - 0"
BF DA DC DD DE DLDKDHDGDF
METAL CANOPY
SECURITY FENCE
TILT UP WALL -
TYPE B MEP EQUIPMENT
CACBCCCDCEABACADAE
TILT UP WALL -
TYPE A
TILT UP WALL -
TYPE C
TILT UP WALL -
TYPE A
TILT UP WALL -
TYPE B
SECURITY FENCE
TILT UP WALL -
TYPE AMEP EQUIPMENT
SCREEN WALLCURTAIN WALL SYSTEM
METAL CANOPYTILT UP WALL -
TYPE BMETAL CANOPY TILT UP WALL -
TYPE C
TILT UP WALL -
TYPE A
AA
MEZZANINE
109' - 0"
SECURITY FENCE
LEVEL 01
100' - 0"
B1B2B3B4B5B6B7B8D1D4C2C3C4C1A1A4A3A5A6A7A8
MEP EQUIPMENT TILT UP WALL -
TYPE A
SECURITY FENCE
TILT UP WALL -
TYPE B
MEP EQUIPMENT TILT UP WALL -
TYPE A
TILT UP WALL -
TYPE B
POD2 LEVEL 1
95' - 0"
MEZZANINE
109' - 0"
LEVEL 01
100' - 0"
B1 B2 B3 B4 B5 B6 B7 B8 D5D1D4
24' - 6"TILT UP WALL -
TYPE C
METAL CANOPY
SECURITY FENCESECURITY FENCECURTAINWALL
SYSTEM
C8 C1.6C2C3C4C5C6 C1A1A4A3A5A6
TILT UP WALL -
TYPE A
METAL CANOPYTILT UP WALL -
TYPE B
TILT UP WALL -
TYPE A
TILT UP WALL -
TYPE C
METAL CANOPY
TILT UP WALL -
TYPE A
SECURITY FENCE
TILT UP WALL -
TYPE A
TILT UP WALL -
TYPE C
MEZZANINE
109' - 0"
LEVEL 01
100' - 0"
BA BB BC BD BE BFDEDLDKDHDGDF
SECURITY FENCE
CA CB CC CD CE BD.5
SECURITY FENCE
MEP EQUIPMENT TILT UP WALL -
TYPE B
TILT UP WALL -
TYPE A
TILT UP WALL -
TYPE C
TILT UP WALL -
TYPE A
MEP EQUIPMENT TILT UP WALL -
TYPE A
POD2 LEVEL 1
95' - 0"
MEZZANINE
109' - 0"
I N T E R I M R E V I E W O N L Y
Architect:
Arch. Reg. No.:
permit, or construction purposes.
are not intended for regulatory approval,
are released for interim review only and
These documents are incomplete, and
Date:
1 2 3 4 5 6
E
D
C
B
A
654321
A
B
C
D
E
DRAWN BY:
CHECKED BY:
COPYRIGHT:
DESIGNED BY:
CAD DWG FILE:
PROJECT NO:
SHEET TITLE
SHEET NUMBER
RECORD SET (AS−BUILTS)
CONSTRUCTION DESIGN SUBMISSION
100% SUBMISSION − POD 1
60% SUBMISSION − POD 2 (LAB)
60% SUBMISSION − POD 1
30% SUBMISSION
PRELIMINARY SUBMISSION
NETWORK COMPLIANCE SUBMITTALS DATE
This drawing was prepared solely for the use of
Verizon Wireless and must only be used by Verizon
Wireless employees, contractors, and vendors while
performing the work shown on this drawing. Any
other use of this drawing is forbidden.
REV DESCRIPTION DATE
210005
HKS, INC.
DALLAS, TX 75201
350 N SAINT PAUL STREET #100
1201 NORTH BOWSER ROAD
RICHARDSON, TEXAS 75081-2275
TEL (214) 346-6200
FAX (214) 739-0095
04/21/2021
05/24/2021
09/30/2021
STAMP
DUTCH E. WICKES
TX 12195
12/23/2021
100% SUBMISSION − POD 12 (LAB)
11/24/2021
PROGRESS SET 12/14/2021
12/23/2021
BIM 360://24453.000_VerizonVzWDataCenter˘Southlake_2021/A_VZW−SL_2021.rvt12/22/2021 4:53:06 PMSOUTHLAKE NEW BUILD500 W DOVE ROADSOUTHLAKE, TX24453.000
Designer
Author
Checker
OVERALL BUILDING ELEVATIONS
A210
1" = 20'-0"03 OVERALL ELEVATION - EAST
1" = 20'-0"04 OVERALL ELEVATION - NORTH
1" = 20'-0"01 OVERALL ELEVATION - SOUTH
1" = 20'-0"02 OVERALL ELEVATION - WEST
1. COORDINATE EXACT LOCATION OF ALL UTILITY LOUVERS &
PENETRATIONS WITH EQUIPMENT. REFER TO STRUCTURAL
& MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION
AND DETAILS.
GENERAL NOTES -BUILDING SECTIONS
SPIN
E
SLOPE
TR
I
-COUNTYELECTRICEQUIPMENT FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL FLFLFLFLFLFL
FL FLFLFLFLFLFLFL
FL FLEV
EVEV
LEV
LEV
LEV
LEV
LEV
LEV
LEV
FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL61562061461661761861961562061461661761861962162162
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POD 3TREE - PRESERVEDPecanSugar HackberryCommon PersimmonHoney LocustEastern RedcedarChinaberryWax MyrtleRed MulberryEastern CottonwoodHoney MesquiteMexican PlumCallery PearBlackjack OakPost OakSouthern Live OakBlack WillowChittamwoodAmerican ElmCedar ElmTREE - REMOVEDPecanSugar HackberryCommon PersimmonHoney LocustEastern RedcedarChinaberryWax MyrtleRed MulberryEastern CottonwoodHoney MesquiteMexican PlumCallery PearBlackjack OakPost OakSouthern Live OakBlack WillowChittamwoodAmerican ElmCedar ElmTREE - POTENTIALLY SAVEDPecanSugar HackberryCommon PersimmonHoney LocustEastern RedcedarChinaberryWax MyrtleRed MulberryEastern CottonwoodHoney MesquiteMexican PlumCallery PearBlackjack OakPost OakSouthern Live OakBlack WillowChittamwoodAmerican ElmCedar ElmTREE CONSERVATION LEGENDPRELIMINARY FOR INTERIM REVIEW ONLYTHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMITTING,BIDDING OR CONSTRUCTION PURPOSES.THEY WERE PREPARED BY OR UNDERTHE SUPERVISON OF:LAYNE J. OLIVO, ASLA/RLA #2070123456EDCBA654321ABCDEDRAWN BY:CHECKED BY:COPYRIGHT:DESIGNED BY:CAD DWG FILE:PROJECT NO:SHEET TITLESHEET NUMBERRECORD SET (AS-BUILTS)CONSTRUCTION DESIGN SUBMISSION100% SUBMISSION - POD 160% SUBMISSION - POD 2 (LAB)60% SUBMISSION - POD 130% SUBMISSIONPRELIMINARY SUBMISSIONNETWORK COMPLIANCE SUBMITTALSDATEThis drawing was prepared solely for the use ofVerizon Wireless and must only be used by VerizonWireless employees, contractors, and vendors whileperforming the work shown on this drawing. Anyother use of this drawing is forbidden.REVDESCRIPTIONDATE210005HKS, INC.DALLAS, TX 75201350 N SAINT PAUL STREET #1001201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL(214) 346-6200FAX(214) 739-0095C:\Users\JoshuaTaylor\Desktop\Project1.rvt4/16/2021 3:21:09 PM
SOUTHLAKE NEW BUILD
500 W DOVE ROAD
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POD 3NEW CANOPY TREE39Carya illinoinensis / PecanFraxinus texensis / Texas AshQuercus macrocarpa / Burr OakQuercus virginiana / Southern Live OakQuercus virginiana / Southern Live OakUlmus crassifolia / Cedar ElmUlmus parvifolia / Lacebark ElmNEW ACCENT TREE59Acer truncatum / Shantung MapleCercis canadensis 'Forest Pansy' / Forest Pansy Eastern RedbudVitex agnus-castus / Chaste TreeNEW SHRUBS388Ilex cornuta 'Burfordii Nana' / Dwarf Burford HollyLeucophyllum frutescens / Texas SageMalvaviscus drummondii / Turk's CapNandina domestica 'Harbour Dwarf' / Harbour Dwarf Heavenly BambooRhaphiolepis indica 'Dwarf Pink' / Dwarf Pink Indian HawthornRhaphiolepis indica 'Jack Evans' / Jack Evans Indian HawthornSpiraea x vanhouttei / Vanhoutte SpireaNEW SHRUB AREAS9,800 sfIlex cornuta 'Burfordii' / Burford HollyLeucophyllum frutescens 'Green Cloud' TM / Green Cloud Texas RangerMalvaviscus drummondii / Turk's CapNandina domestica 'Harbour Dwarf' / Harbour Dwarf Heavenly BambooRhaphiolepis indica 'Dwarf Pink' / Dwarf Pink Indian HawthornRhaphiolepis indica 'Jack Evans' / Jack Evans Indian HawthornSpiraea x vanhouttei 'Snow White' / Snow White Vanhoutte SpireaNEW GROUND COVERS6,826 sfEuonymus fortunei 'Colorata' / Purple-leaf WintercreeperJuniperus horizontalis / Creeping JuniperJuniperus procumbens 'Nana' / Dwarf Japanese Garden JuniperLantana horrida / Texas LantanaOphiopogon japonicus / Mondo GrassTrachelospermum asiaticum / Asiatic JasmineNEW SEASONAL COLOR936 sf-CONCEPT PLANT SCHEDULEL101OVERALL PLANTING PLANN O R T H0feet1001" = 50'50150200L102L103L104L105L106L107LJOCADLJOL1.XX-PP-42036.DWGPRELIMINARY FOR INTERIM REVIEW ONLYTHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMITTING,BIDDING OR CONSTRUCTION PURPOSES.THEY WERE PREPARED BY OR UNDERTHE SUPERVISON OF:LAYNE J. OLIVO, ASLA/RLA #2070123456EDCBA654321ABCDEDRAWN BY:CHECKED BY:COPYRIGHT:DESIGNED BY:CAD DWG FILE:PROJECT NO:SHEET TITLESHEET NUMBERRECORD SET (AS-BUILTS)CONSTRUCTION DESIGN SUBMISSION100% SUBMISSION - POD 160% SUBMISSION - POD 2 (LAB)60% SUBMISSION - POD 130% SUBMISSIONPRELIMINARY SUBMISSIONNETWORK COMPLIANCE SUBMITTALSDATEThis drawing was prepared solely for the use ofVerizon Wireless and must only be used by VerizonWireless employees, contractors, and vendors whileperforming the work shown on this drawing. Anyother use of this drawing is forbidden.REVDESCRIPTIONDATE210005HKS, INC.DALLAS, TX 75201350 N SAINT PAUL STREET #1001201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL(214) 346-6200FAX(214) 739-0095C:\Users\JoshuaTaylor\Desktop\Project1.rvt4/16/2021 3:21:09 PM
SOUTHLAKE NEW BUILD
500 W DOVE ROAD
SOUTHLAKE, TX42036.002January 24, 2022 I:\42000S\42036\002\CADD\SHEETSFTW\L1.XX-PP-42036.DWG
2021-04-212021-05-242021-09-302021-11-24100% SUBMISSION - POD 2 (LAB)PROGRESS SET2021-12-132021-12-23
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UNIT POD 3PRELIMINARY FOR INTERIM REVIEW ONLYTHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMITTING,BIDDING OR CONSTRUCTION PURPOSES.THEY WERE PREPARED BY OR UNDERTHE SUPERVISON OF:LAYNE J. OLIVO, ASLA/RLA #2070123456EDCBA654321ABCDEDRAWN BY:CHECKED BY:COPYRIGHT:DESIGNED BY:CAD DWG FILE:PROJECT NO:SHEET TITLESHEET NUMBERRECORD SET (AS-BUILTS)CONSTRUCTION DESIGN SUBMISSION100% SUBMISSION - POD 160% SUBMISSION - POD 2 (LAB)60% SUBMISSION - POD 130% SUBMISSIONPRELIMINARY SUBMISSIONNETWORK COMPLIANCE SUBMITTALSDATEThis drawing was prepared solely for the use ofVerizon Wireless and must only be used by VerizonWireless employees, contractors, and vendors whileperforming the work shown on this drawing. Anyother use of this drawing is forbidden.REVDESCRIPTIONDATE210005HKS, INC.DALLAS, TX 75201350 N SAINT PAUL STREET #1001201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL(214) 346-6200FAX(214) 739-0095C:\Users\JoshuaTaylor\Desktop\Project1.rvt4/16/2021 3:21:09 PM
SOUTHLAKE NEW BUILD
500 W DOVE ROAD
SOUTHLAKE, TX42036.002January 24, 2022 I:\42000S\42036\002\CADD\SHEETSFTW\L1.XX-PP-42036.DWG
2021-04-212021-05-242021-09-302021-11-24100% SUBMISSION - POD 2 (LAB)PROGRESS SET2021-12-132021-12-23L102PLANTING PLANN O R T H0feet401" = 20'206080LJOCADLJOL1.XX-PP-42036.DWG
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12345MECHANICALUNIT POD 3PRELIMINARY FOR INTERIM REVIEW ONLYTHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMITTING,BIDDING OR CONSTRUCTION PURPOSES.THEY WERE PREPARED BY OR UNDERTHE SUPERVISON OF:LAYNE J. OLIVO, ASLA/RLA #2070123456EDCBA654321ABCDEDRAWN BY:CHECKED BY:COPYRIGHT:DESIGNED BY:CAD DWG FILE:PROJECT NO:SHEET TITLESHEET NUMBERRECORD SET (AS-BUILTS)CONSTRUCTION DESIGN SUBMISSION100% SUBMISSION - POD 160% SUBMISSION - POD 2 (LAB)60% SUBMISSION - POD 130% SUBMISSIONPRELIMINARY SUBMISSIONNETWORK COMPLIANCE SUBMITTALSDATEThis drawing was prepared solely for the use ofVerizon Wireless and must only be used by VerizonWireless employees, contractors, and vendors whileperforming the work shown on this drawing. Anyother use of this drawing is forbidden.REVDESCRIPTIONDATE210005HKS, INC.DALLAS, TX 75201350 N SAINT PAUL STREET #1001201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL(214) 346-6200FAX(214) 739-0095C:\Users\JoshuaTaylor\Desktop\Project1.rvt4/16/2021 3:21:09 PM
SOUTHLAKE NEW BUILD
500 W DOVE ROAD
SOUTHLAKE, TX42036.002January 24, 2022 I:\42000S\42036\002\CADD\SHEETSFTW\L1.XX-PP-42036.DWG
2021-04-212021-05-242021-09-302021-11-24100% SUBMISSION - POD 2 (LAB)PROGRESS SET2021-12-132021-12-23L103PLANTING PLANN O R T H0feet401" = 20'206080LJOCADLJOL1.XX-PP-42036.DWG
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UNIT POD 3PRELIMINARY FOR INTERIM REVIEW ONLYTHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMITTING,BIDDING OR CONSTRUCTION PURPOSES.THEY WERE PREPARED BY OR UNDERTHE SUPERVISON OF:LAYNE J. OLIVO, ASLA/RLA #2070123456EDCBA654321ABCDEDRAWN BY:CHECKED BY:COPYRIGHT:DESIGNED BY:CAD DWG FILE:PROJECT NO:SHEET TITLESHEET NUMBERRECORD SET (AS-BUILTS)CONSTRUCTION DESIGN SUBMISSION100% SUBMISSION - POD 160% SUBMISSION - POD 2 (LAB)60% SUBMISSION - POD 130% SUBMISSIONPRELIMINARY SUBMISSIONNETWORK COMPLIANCE SUBMITTALSDATEThis drawing was prepared solely for the use ofVerizon Wireless and must only be used by VerizonWireless employees, contractors, and vendors whileperforming the work shown on this drawing. Anyother use of this drawing is forbidden.REVDESCRIPTIONDATE210005HKS, INC.DALLAS, TX 75201350 N SAINT PAUL STREET #1001201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL(214) 346-6200FAX(214) 739-0095C:\Users\JoshuaTaylor\Desktop\Project1.rvt4/16/2021 3:21:09 PM
SOUTHLAKE NEW BUILD
500 W DOVE ROAD
SOUTHLAKE, TX42036.002January 24, 2022 I:\42000S\42036\002\CADD\SHEETSFTW\L1.XX-PP-42036.DWG
2021-04-212021-05-242021-09-302021-11-24100% SUBMISSION - POD 2 (LAB)PROGRESS SET2021-12-132021-12-23L104PLANTING PLANN O R T H0feet401" = 20'206080LJOCADLJOL1.XX-PP-42036.DWG
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PRELIMINARY FOR INTERIM REVIEW ONLYTHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMITTING,BIDDING OR CONSTRUCTION PURPOSES.THEY WERE PREPARED BY OR UNDERTHE SUPERVISON OF:LAYNE J. OLIVO, ASLA/RLA #2070123456EDCBA654321ABCDEDRAWN BY:CHECKED BY:COPYRIGHT:DESIGNED BY:CAD DWG FILE:PROJECT NO:SHEET TITLESHEET NUMBERRECORD SET (AS-BUILTS)CONSTRUCTION DESIGN SUBMISSION100% SUBMISSION - POD 160% SUBMISSION - POD 2 (LAB)60% SUBMISSION - POD 130% SUBMISSIONPRELIMINARY SUBMISSIONNETWORK COMPLIANCE SUBMITTALSDATEThis drawing was prepared solely for the use ofVerizon Wireless and must only be used by VerizonWireless employees, contractors, and vendors whileperforming the work shown on this drawing. Anyother use of this drawing is forbidden.REVDESCRIPTIONDATE210005HKS, INC.DALLAS, TX 75201350 N SAINT PAUL STREET #1001201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL(214) 346-6200FAX(214) 739-0095C:\Users\JoshuaTaylor\Desktop\Project1.rvt4/16/2021 3:21:09 PM
SOUTHLAKE NEW BUILD
500 W DOVE ROAD
SOUTHLAKE, TX42036.002January 24, 2022 I:\42000S\42036\002\CADD\SHEETSFTW\L1.XX-PP-42036.DWG
2021-04-212021-05-242021-09-302021-11-24100% SUBMISSION - POD 2 (LAB)PROGRESS SET2021-12-132021-12-23L105PLANTING PLANN O R T H0feet401" = 20'206080LJOCADLJOL1.XX-PP-42036.DWG
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UGFUGFUGFUGFUGFPRELIMINARY FOR INTERIM REVIEW ONLYTHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMITTING,BIDDING OR CONSTRUCTION PURPOSES.THEY WERE PREPARED BY OR UNDERTHE SUPERVISON OF:LAYNE J. OLIVO, ASLA/RLA #2070123456EDCBA654321ABCDEDRAWN BY:CHECKED BY:COPYRIGHT:DESIGNED BY:CAD DWG FILE:PROJECT NO:SHEET TITLESHEET NUMBERRECORD SET (AS-BUILTS)CONSTRUCTION DESIGN SUBMISSION100% SUBMISSION - POD 160% SUBMISSION - POD 2 (LAB)60% SUBMISSION - POD 130% SUBMISSIONPRELIMINARY SUBMISSIONNETWORK COMPLIANCE SUBMITTALSDATEThis drawing was prepared solely for the use ofVerizon Wireless and must only be used by VerizonWireless employees, contractors, and vendors whileperforming the work shown on this drawing. Anyother use of this drawing is forbidden.REVDESCRIPTIONDATE210005HKS, INC.DALLAS, TX 75201350 N SAINT PAUL STREET #1001201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL(214) 346-6200FAX(214) 739-0095C:\Users\JoshuaTaylor\Desktop\Project1.rvt4/16/2021 3:21:09 PM
SOUTHLAKE NEW BUILD
500 W DOVE ROAD
SOUTHLAKE, TX42036.002January 24, 2022 I:\42000S\42036\002\CADD\SHEETSFTW\L1.XX-PP-42036.DWG
2021-04-212021-05-242021-09-302021-11-24100% SUBMISSION - POD 2 (LAB)PROGRESS SET2021-12-132021-12-23L106PLANTING PLANN O R T H0feet401" = 20'206080LJOCADLJOL1.XX-PP-42036.DWG
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PRELIMINARY FOR INTERIM REVIEW ONLYTHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMITTING,BIDDING OR CONSTRUCTION PURPOSES.THEY WERE PREPARED BY OR UNDERTHE SUPERVISON OF:LAYNE J. OLIVO, ASLA/RLA #2070123456EDCBA654321ABCDEDRAWN BY:CHECKED BY:COPYRIGHT:DESIGNED BY:CAD DWG FILE:PROJECT NO:SHEET TITLESHEET NUMBERRECORD SET (AS-BUILTS)CONSTRUCTION DESIGN SUBMISSION100% SUBMISSION - POD 160% SUBMISSION - POD 2 (LAB)60% SUBMISSION - POD 130% SUBMISSIONPRELIMINARY SUBMISSIONNETWORK COMPLIANCE SUBMITTALSDATEThis drawing was prepared solely for the use ofVerizon Wireless and must only be used by VerizonWireless employees, contractors, and vendors whileperforming the work shown on this drawing. Anyother use of this drawing is forbidden.REVDESCRIPTIONDATE210005HKS, INC.DALLAS, TX 75201350 N SAINT PAUL STREET #1001201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL(214) 346-6200FAX(214) 739-0095C:\Users\JoshuaTaylor\Desktop\Project1.rvt4/16/2021 3:21:09 PM
SOUTHLAKE NEW BUILD
500 W DOVE ROAD
SOUTHLAKE, TX42036.002January 24, 2022 I:\42000S\42036\002\CADD\SHEETSFTW\L1.XX-PP-42036.DWG
2021-04-212021-05-242021-09-302021-11-24100% SUBMISSION - POD 2 (LAB)PROGRESS SET2021-12-132021-12-23L107PLANTING PLANN O R T H0feet401" = 20'206080LJOCADLJOL1.XX-PP-42036.DWG
PRELIMINARY FOR INTERIM REVIEW ONLYTHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMITTING,BIDDING OR CONSTRUCTION PURPOSES.THEY WERE PREPARED BY OR UNDERTHE SUPERVISON OF:LAYNE J. OLIVO, ASLA/RLA #2070123456EDCBA654321ABCDEDRAWN BY:CHECKED BY:COPYRIGHT:DESIGNED BY:CAD DWG FILE:PROJECT NO:SHEET TITLESHEET NUMBERRECORD SET (AS-BUILTS)CONSTRUCTION DESIGN SUBMISSION100% SUBMISSION - POD 160% SUBMISSION - POD 2 (LAB)60% SUBMISSION - POD 130% SUBMISSIONPRELIMINARY SUBMISSIONNETWORK COMPLIANCE SUBMITTALSDATEThis drawing was prepared solely for the use ofVerizon Wireless and must only be used by VerizonWireless employees, contractors, and vendors whileperforming the work shown on this drawing. Anyother use of this drawing is forbidden.REVDESCRIPTIONDATE210005HKS, INC.DALLAS, TX 75201350 N SAINT PAUL STREET #1001201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL(214) 346-6200FAX(214) 739-0095C:\Users\JoshuaTaylor\Desktop\Project1.rvt4/16/2021 3:21:09 PM
SOUTHLAKE NEW BUILD
500 W DOVE ROAD
SOUTHLAKE, TX42036.002January 24, 2022 I:\42000S\42036\002\CADD\SHEETSFTW\L1.XX-PP-42036.DWG
2021-04-212021-05-242021-09-302021-11-24100% SUBMISSION - POD 2 (LAB)PROGRESS SET2021-12-132021-12-23L501PLANTING DETAILSLJOCADLJOL1.XX-PP-42036.DWGPLANTING NOTES1.EXISTING CONDITIONS: THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITEPRIOR TO SUBMITTING BID PROPOSAL, TO BECOME FAMILIAR WITH ALL CONDITIONS AFFECTING THEPROPOSED WORK. THE LANDSCAPE CONTRACTOR SHALL IDENTIFY AND REVIEW ALL UNDERGROUNDUTILITY LOCATIONS PRIOR TO COMMENCING WORK AND SHALL EXERCISE EXTREME CAUTION WHENWORKING CLOSE TO UTILITIES, AND SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF APPARENTCONFLICTS WITH CONSTRUCTION AND UTILITIES SO THAT ADJUSTMENTS CAN BE PLANNED PRIOR TOINSTALLATION. CONTACT THE LOCAL UNDERGROUND UTILITY SERVICES FOR UTILITY LOCATION ANDIDENTIFICATION. THE LANDSCAPE CONTRACTOR BEARS FULL RESPONSIBILITY FOR THIS WORK ANDDISRUPTION OR DAMAGE TO UTILITIES SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO THE OWNER.2.ALL SITE FEATURES INCLUDING LIGHTS AND OTHER UTILITIES, ABOVE AND BELOW GRADE,TO BE VERIFIEDON SITE PRIOR TO PLANTING AND IRRIGATION INSTALLATION. NOTIFY OWNER'S REPRESENTATIVE TO MAKEADJUSTMENTS PRIOR TO INSTALLATION.3.LAYOUT AND GRADING: THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCURATELY LAYINGOUT THE PLANT BEDS AND TURF AREAS BY SCALING THE DRAWINGS. LAYOUT SHALL BE PAINTED ORSTAKED ON THE GROUND FOR REVIEW AND APPROVAL OF OWNER'S REPRESENTATIVE PRIOR TOEXCAVATION. FOLLOWING APPROVAL OF LAYOUT, CLOSELY COORDINATE THE INSTALLATION OF THEIRRIGATION SYSTEM TO CONFORM TO THE APPROVED LAYOUT.4.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING OF THE TURF AND PLANTINGAREAS. THE LANDSCAPE CONTRACTOR AND OWNER SHALL REVIEW THE EXTENT OF GRADING OF AREAPRIOR TO COMMENCING WORK. ENTIRE SITE SHALL BE GRADED TO FINISH GRADE PRIOR TO SCHEDULINGPLANTING INSTALLATION.5.TURF AREAS SHALL BE RAKED SMOOTH, REMOVING AND DISPOSING OF STONES OVER 1" DIAMETER ANDSTICKS, ROOTS, AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSING OF THEM OFF OWNER'SPROPERTY. ALL AREAS SHALL BE FINE GRADED TO ACHIEVE POSITIVE DRAINAGE WITHOUT PUDDLES ORSTANDING WATER AND FEATHER INTO NATURAL GRADE. ROLL AND RAKE, REMOVE RIDGES, AND FILLDEPRESSIONS TO MEET FINISH GRADES TO WITHIN PLUS OR MINUS 1/2 INCH OF FINISH ELEVATION. LIMITFINISH GRADING TO AREAS THAT CAN BE PLANTED IN THE IMMEDIATE FUTURE.6.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL OF SLOPED AREAS.CONTRACTOR TO RESTORE TURF OR PLANTING AREAS IF ERODED OR OTHERWISE DISTURBED AFTER FINISHGRADING.7.TOPSOIL: THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND PLACING TOPSOILTO PREPARE THE TURF AREAS FOR THE SPECIFIED GRASS SOD AND/OR SEEDING. TURF AREAS SHALLRECEIVE A 2" LAYER OF AMENDED TOPSOIL. THE LANDSCAPE ARCHITECT, LANDSCAPE CONTRACTOR ANDOWNER SHALL REVIEW THE EXTENT OF THIS WORK PRIOR TO COMMENCEMENT OF INSTALLATION. DO NOTSPREAD TOPSOIL IF SOIL OR SUBGRADE IS FROZEN, MUDDY OR EXCESSIVELY WET. TOPSOIL SHALL BE AMIN. OF 2% ORGANIC WITH PH BETWEEN 5.3 - 6.0.8.PLANT BEDS: THE LANDSCAPE CONTRACTOR SHALL EXCAVATE FULLY PREPARED PLANT BEDS AS REQUIREDTO ACCOMMODATE A FULL 6" OF PREPARED SOIL AND 2" MULCH LAYER. CLEAN, NATIVE TOPSOIL REMOVEDFROM THESE BEDS MAY BE SPREAD ON NEARBY AREAS TO BE SODDED OR SEEDED.9.PREPARED SOIL MIX SHALL CONSIST OF 4" IMPORTED TOPSOIL AND 2" COMPOST, THOROUGHLY BLENDEDTOGETHER. FOLLOWING EXCAVATION, PLACE PREPARED SOIL MIX IN THESE PLANT BEDS. CREATE POSITIVEDRAINAGE IN LANDSCAPE AREAS AWAY FROM ALL BUILDINGS AND STRUCTURES. THIS MIX SHALL ALSO BEUSED TO BACKFILL PLANTING PITS OF ALL PIT-PLANTED SHRUBS AND TREES. IN BID PROPOSAL, FURNISHUNIT PRICES PER CUBIC YARD OF PREPARED SOIL MIX. SUBMIT SAMPLE FOR REVIEW AND APPROVAL BYLANDSCAPE ARCHITECT.10.IN BID PROPOSAL, FURNISH UNIT PRICE PER CUBIC YARD OF PREPARED SOIL MIX, PREPARED AND SPREAD.CONTRACT AMOUNT WILL BE ADJUSTED BASED ON ACTUAL, APPROVED QUANTITIES NEEDED ANDFURNISHED.11.FINISH GRADES OF SHRUB AREAS AND LAWNS SHALL BE 112" BELOW ADJACENT PAVING OR HEADER.12.WEED CONTROL TO BE COMPLETED PRIOR TO PREPARING PLANTING AREAS BY APPLICATION OF A 50/50BLEND OF POST-EMERGENT HUMIC ACID COMPLEX AND ROUNDUP HERBICIDE. APPLY 10 LB OF MICROLIFEHUMATES PLUS PER 1,000 SQ FT TO RESTORE SOIL HEALTH.13.PLANT BED EDGING: FOLLOWING APPROVAL OF PLANT BED LAYOUT, INSTALL EDGING (OR APPROVEDEQUAL) WHERE INDICATED ON THE DRAWINGS. INSTALL EDGING FOLLOWING MANUFACTURER'SINSTALLATION INSTRUCTIONS. MAINTAIN AN ACCURATE LAYOUT WITH SMOOTH CURVES AND TRANSITIONS,FREE OF KINKS AND ABRUPT BENDS. TOP OF EDGING TO BE 1" ABOVE SOIL LEVEL OF ADJACENT TURF. DONOT INSTALL WHERE THE TOP OF EDGING IS ABOVE WALKS OR CURBS OR CREATES A TRIPPING HAZARD.NOTE THAT CONCRETE SIDEWALKS AND CURBS WILL ACT AS AN EDGING. IN BID PROPOSAL, FURNISH UNITPRICE PER LINEAR FOOT.14.MULCH: FOLLOWING PLANTING, MULCH "FULLY-PREPARED" BEDS AND MULCHED AREAS WITH 2" LAYER OFSHREDDED HARDWOOD MULCH AND FILL BASINS OF PIT-PLANTED SHRUBS AND TREES WITH MULCH. IN BIDPROPOSAL, FURNISH UNIT PRICE PER CUBIC YARD.15.SOD AND GRASS SEEDING: LIMITS OF SOD AND GRASS SEEDING AREAS SHOWN ON THE DRAWINGS ARESCHEMATIC AND NOT TO BE CONSTRUED TO BE PRECISE. THE LANDSCAPE ARCHITECT, LANDSCAPECONTRACTOR AND OWNER SHALL REVIEW THE LIMITS OF SEEDING AND SODDING PRIOR TO COMMENCINGINSTALLATION. IN BID PROPOSAL, FURNISH UNIT PRICES FOR SOD AND GRASS SEEDING PER SQUARE YARD.THE CONTRACT AMOUNT WILL BE ADJUSTED BASED ON ACTUAL, APPROVED QUANTITIES INSTALLED.16.THE LANDSCAPE ARCHITECT, LANDSCAPE CONTRACTOR AND OWNER SHALL REVIEW THE LIMITS OFSEEDING PRIOR TO COMMENCING INSTALLATION. LANDSCAPE CONTRACTOR SHALL PROVIDE A UNIFORMSTAND OF GRASS BY WATERING AND MAINTAINING SEEDED AREAS UNTIL DATE OF SUBSTANTIALCOMPLETION. RESEED AREAS, WITH SPECIFIED MATERIALS, WHICH FAIL TO PROVIDE A UNIFORM STANDUNTIL OWNER'S REPRESENTATIVE REVIEWS ALL AFFECTED AREAS. REPLACE IMMEDIATELY UNLESSREQUIRED TO SEED IN THE SUCCEEDING PLANTING SEASON. RESTRICT TRAFFIC FROM SEEDED AREASUNTIL ESTABLISHED. ERECT SIGNS, FLAGGING AND BARRIERS AS REQUIRED. SOW GRASS SEED WHEN SOILTEMPERATURE IS ABOVE 65 DEGREES F (IN EARLY SPRING THROUGH LATE SUMMER).17.GUYING AND STAKING, PLANT INSTALLATION, MAINTENANCE AND PRUNING TO BE DONE PER PLANS: ALLPLANTS ARE TO BE WARRANTED (FOR REPLACEMENT) FOR A PERIOD OF TWO YEARS AFTER FINALACCEPTANCE OF THE LANDSCAPE INSTALLATION. PROMPTLY REPLACE ANY PLANTINGS DEEMEDUNACCEPTABLE BY THE OWNER'S REPRESENTATIVE. REMOVE ALL TREE STAKES AND GUY WIRES AFTER ONEYEAR ESTABLISHMENT PERIOD STARTING FROM FINAL ACCEPTANCE OF LANDSCAPE INSTALLATION.REPLACE ANY CRACKED OR DAMAGED TREE STAKES AND SECURE GUY WIRES AS NEEDED.18.PLANTS: ALL PLANTS SHALL BE NURSERY GROWN, GRADE 1 PLANTS MEETING NURSERYMAN ASSOCIATIONSTANDARDS, TYPICAL IN SHAPE AND SIZE FOR SPECIES. PROVIDE MATCHING FORMS AND SIZES FOR PLANTMATERIALS WITHIN EACH SPECIES AND SIZE DESIGNATED ON THE DRAWINGS. PLANTS SHALL NOT BEROOT-BOUND NOR LOOSE IN THEIR CONTAINERS. HANDLE ALL PLANTS WITH CARE IN TRANSPORTING,PLANTING AND MAINTENANCE UNTIL INSPECTION AND FINAL ACCEPTANCE. PLANTS SHALL BE INSTALLEDTO PRESENT THEIR BEST SIDE FACING THE VIEWER. USE TOTAL QUANTITIES OF PLANTS INDICATED; ADJUSTSPACING AS NEEDED TO EVENLY FILL BEDS. OWNER'S REPRESENTATIVE SHALL HAVE FINAL APPROVAL OFPLANT MATERIAL LAYOUT. PRUNE NEWLY PLANTED TREES ONLY AS DIRECTED BY LANDSCAPE ARCHITECT.CUT AND REMOVE BURLAP FROM TOP 13 OF BALL (IF B&B MATERIAL IS SPECIFIED OR APPROVED). CALIPEROF MULTI-TRUNK TREES DENOTES MINIMUM CALIPER OF MAJOR TRUNKS. OTHER TRUNKS MUST BE 1/2 SIZEOF MAJOR TRUNK OR LARGER.19.PROVIDE UNIT PRICES FOR ALL PLANT MATERIALS. UNIT PRICE IS TO INCLUDE COST OF MATERIAL, LABORAND TAXES AS REQUIRED TO INSTALL THE PLANTS. UNIT PRICES SHALL BE USED IN THE CASE THAT FEWEROR MORE PLANTS ARE TO BE PLANTED.20.REGULAR CLEAN UP AT THE JOB SITE AND ACCESS ROUTES SHALL TAKE PLACE ON A DAILY BASIS UNLESSOTHERWISE APPROVED OR REQUIRED BY THE OWNER'S REPRESENTATIVE. DEMOLITION AND INSTALLATIONSCHEDULING IS TO BE COORDINATED WITH OWNER'S REPRESENTATIVE. DAILY AND ANYBARRIERS/PROTECTIVE DEVICES ARE TO BE INSTALLED AS NEEDED TO PROTECT THE SAFETY OF THEPUBLIC. SPECIAL CARE SHALL BE TAKEN TO KEEP ALL VEHICULAR ROUTES OPEN AND PEDESTRIAN ACCESSUNOBSTRUCTED FOR SAFE PASSAGE DURING DEMOLITION AND CONSTRUCTION.21.CONTRACTOR TO PROVIDE A NINETY-DAY MAINTENANCE AGREEMENT FOR ALL WORK PERFORMED.22.WARRANTY: CONTRACTOR TO PROVIDE IN WRITING TO OWNER A GUARANTEE FOR ALL PLANT MATERIALPROVIDED. PROVIDE A ONE-YEAR REPLACEMENT WARRANTY FOR ALL PLANT MATERIALS. WARRANTY SHALLCOVER PLANTS WHICH HAVE DIED OR PARTIALLY DIED (THEREBY RUINING THEIR NATURAL SHAPE), BUTSHALL NOT INCLUDE DAMAGE BY VANDALISM, BROWSING, HAIL, ABNORMAL FREEZES, DROUGHT ORNEGLIGENCE BY THE OWNER. THE WARRANTY IS INTENDED TO COVER CONTRACTOR NEGLIGENCE,INFESTATIONS, DISEASE AND DAMAGE OR SHOCK TO PLANTS. PLANTS REPLACED UNDER WARRANTY WILLBE WARRANTED FOR ONE YEAR FOLLOWING REPLACEMENT.23.MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OF AT LEAST SIXTY (60%) PERCENT OF ANYSTREET OR PUBLIC RIGHT-OF-WAY.24.FOR NEWLY PLANTED TREES THE CALIPER IS THE TRUNK DIAMETER OF A TREE AT FOUR (6") INCHES ABOVENATURAL GRADE PER THE COMPOSITE ZONING ORDINANCE.25.A MINIMUM 6-INCH TOPSOIL DEPTH WILL BE PROVIDED IN ALL LANDSCAPED BEDS AND MULCH WILL BEPROVIDED AROUND PLANTINGS. REF. TO NOTE 25 FOR SPECIFIC LOCATIONS.26.ALL NEW LANDSCAPES BEDS ARE REQUIRED TO HAVE A MINIMUM OF SIX INCHES (6") OF SOIL DEPTH. THISSIX-INCH (6") MINIMUM SOIL DEPTH WILL CONSIST OF 75 PERCENT SOIL BLENDED WITH 25 PERCENTCOMPOST. THE SOIL/COMPOST BLEND SHALL BE INCORPORATED INTO THE TOP TWO INCHES OF THENATIVE SOIL. THE SIX-INCH (6") DEPTH REQUIREMENT DOES NOT APPLY TO THE AREA BETWEEN THE DRIPLINE AND TRUNK OF EXISTING TREES, SHRUB BEDS, HYDROSEED, REVEG OR WILDSCAPE AREAS.CONTRACTOR TO SCARIFY SOIL PRIOR TO REVEG/ HYDROSEED TO ENSURE PROPER ESTABLISHMENT. REF.TO AREAS WITH EXISTING NATIVE VEGETATION THAT REMAIN UNDISTURBED SHALL BE EXEMPT FROM THESOIL DEPTH PROVISION; PROVIDED THAT NATIVE SOIL AND VEGETATION IN SUCH AREA IS FENCED DURINGCONSTRUCTION AND PROTECTED FROM DISTURBANCE AND COMPACTION DURING THE CONSTRUCTIONPROCESS.27.THE DEVELOPER AND SUBSEQUENT OWNERS OF THE LANDSCAPED PROPERTY, OR THE MANAGER ORAGENT OF THE OWNER, SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE AREA. SAIDAREAS SHALL BE MAINTAINED SO AS TO PRESENT A HEALTHY, NEAT AND ORDERLY APPEARANCE AT ALLTIMES AND SHALL BE KEPT FREE OF REFUSE AND DEBRIS. ALL PLANTED AREAS SHALL BE PROVIDED WITHAN AUTOMATIC IRRIGATION SYSTEM AND WATERED AS NECESSARY TO ENSURE CONTINUOUS HEALTHYGROWTH AND DEVELOPMENT. MAINTENANCE SHALL INCLUDE THE REPLACEMENT OF ALL DEAD PLANTMATERIAL IF THAT MATERIAL WAS USED TO MEET THE REQUIREMENTS OF THE LANDSCAPE ORDINANCE.28.ALL DISTURBED AREAS AND ROW WILL BE RE-VEGETATED BY THE DEVELOPER29.NO MORE THAN 50% OF THE SAME SPECIES MAY BE PLANTED TO MEET THE TREE PLANTINGREQUIREMENTS.REF. LANDSCAPE SHEETS1'-0"X/2DISTANCE VARIESXY1'-0"X/24" HIGH MULCH SAUCER3" MULCH LAYER. MULCH TOCOVER ROOT BALL AND TAPER INDEPTH SO ROOT FLARE REMAINSEXPOSED. DO NOT COVER ROOTFLARE.UNDISTURBED SOILMARK THE NORTH SIDE OF THETREE IN THE NURSERY ANDROTATE TREE TO FACE NORTH ATTHE SITEREMOVE ALL TWINE, ROPE ANDWIRE, AND BURLAP FROM TOP OFROOT BALL. IF TREE IS SHIPPEDWITH A WIRE BASKET AROUND THEROOT BALL, CUT THE BASKET INFOUR PLACES AND FOLD DOWNINTO PLANTING HOLE TO EXPOSE90% OF ROOT BALLPLACE ROOT BALL ONUNEXCAVATED SOILBACKFILL WITH PLANTING SOIL MIXAND LIGHTLY COMPACTTO PREVENT ROOT BALL FROMSHIFTING, BACKFILL WITHPLANTING SOIL MIX. PLACE SOIL IN6" LIFTS AND COMPACT FIRMLYWITH FOOT PRESSURE. LAYERAND COMPACT SOIL UP TO THEMIDDLE OF THE ROOT BALL.DO NOT HEAVILY PRUNE THE TREEAT PLANTING. PRUNE ONLYCROSSOVER LIMBS, CO-DOMINANTLEADERS, AND BROKEN AND DEADBRANCHES. SOME INTERIORTWIGS AND LATERAL BRANCHESMAY BE PRUNED; HOWEVER DONOT REMOVE THE TERMINAL BUDSOF BRANCHES THAT EXTEND TOTHE EDGE OF THE CROWN.TREE STAPLE;MANUFACTURER: TREE STAPLE,INC.TYPE: TS36PHONE: 1-877-873-3749OR APPROVED EQUALREFER TO LANDSCAPE PLANS FORLOCATION AND PLANT SELECTIONHAND DIGEDGE OF ROOTBALLLONG END OF STAPLESHORT END OF STAPLEPLAN VIEWLIMITS OF DIGGING WITH BACKHOEOR OTHER HEAVY EQUIPMENT3"MARK THE NORTH SIDE OF THETREE IN THE NURSERY ANDROTATE TREE TO FACE NORTH ATTHE SITECENTRAL LEADER (DO NOT PRUNE)TRUNK CALIPER AND ROOT BALLSIZE AS NOTED IN SCHEDULENOTES:1.CONTRACTOR TO STAKE TREE LOCATION FOR OWNER AND LANDSCAPE ARCHITECT APPROVAL PRIOR TO INSTALLATION.2.SET TREE SO THAT TOP OF ROOTBALL IS FLUSH WITH FINISHED GRADE.3.SAUCERS TO BE CIRCULAR IN SHAPE AND CONSISTENT IN SIZE. SLOPE SIDES TO GENTLE, UNIFORM PROFILE.4.DIG PIT WITH TAPERED SIDES SO THAT TOTAL WIDTH AT TOP IS 3 TIMES ROOTBALL DIAMETER.5.SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS RELATED TO THIS DETAIL.X = ROOT BALL HEIGHTY = ROOT BALL WIDTHSINGLE-TRUNK TREE WITH STAPLES3/4" = 1'-0"16"X 3"3"X=ROOT BALL HEIGHTSCARIFY THE SIDES AND BOTTOMOF PLANTING PIT3" MULCH LAYER. MULCH TOCOVER ROOT BALL. TAPER INDEPTH SO ROOT FLARE REMAINSEXPOSED. DO NOT COVER ROOTFLARE.SET TOP OF ROOT BALL ATFINISHED GRADEBACKFILL WITH PLANTING SOILMIX AND HAND COMPACTEXISTING UNDISTURBED SOILIF A SINGLE SHRUB ISBEING PLANTED PROVIDEA 4" SAUCER BEGINNING6" OUTSIDE DRIPLINE OFSHRUBIF A SINGLE SHRUB IS BEINGPLANTED PROVIDE A 4" SAUCERBEGINNING 6" OUTSIDE DRIPLINEOF SHRUBTYPICAL SPACING PLANEQUALEQUALSHRUB PLANTING DETAIL3/4" = 1'-0"23"
3"SEE PLANTSCHEDULEVARIESEQUALEQUALVARIESVARIES
3" DG MULCH LAYER AS SPECIFIEDLANDSCAPE PLANTING BED TO BEPREPARED PRIOR TO PLANT PITEXCAVATION, REFER TO DETAIL THISSHEETSET TOP OF ROOT MASS 1" ABOVEFINISHED GRADELOOSEN SOIL AROUNDROOT BALL BEFOREPLANTINGEXISTING UNDISTURBEDSOILORNAMENTAL GRASS3/4" = 1'-0"34"'4"'NOTE:SHRUB ORGROUNDCOVERLAYOUT REFERTO PLANTINGPLAN LIST FORSPACINGNOTE: ROOTBALL CROWNTO BE 1" ABOVE FINISHEDGRADE.MULCH 3" MIN. DEPTHCOMPACTED LIVING EARTHPLANT MIX OR APPROVEDEQUAL BY LANDSCAPEARCHITECT BELOWROOTBALL. WATER ANDTAMP TO REMOVE SIDE ANDBOTTOM AIR POCKETS 4"MIN.LIVING EARTH PLANTING MIXOR APPROVED EQUAL BYLANDSCAPE ARCHITECT.WATER AND TAMP TOREMOVE SIDE AND BOTTOMAIR POCKETS 4" MIN.UNCOMPACTED NATIVESOIL/ UNDISTURBEDSUBGRADEEQUALEQUALTYPICAL SPACING PLANGROUNDCOVER PLANTING DETAIL1 1/2" = 1'-0"P-IN-VER-044SECTION VIEWNOTES:1.SEE PLANTING NOTES FOR ADDITIONAL REQUIREMENTS.2.CONTRACTOR SHALL CAREFULLY EXAMINE THE CIVIL, RECORD, AND SURVEY DRAWINGS TO BECOMEFAMILIAR WITH THE EXISTING UNDERGROUND CONDITIONS BEFORE DIGGING.3.PHASE WORK SUCH THAT EQUIPMENT TO DELIVER OR GRADE SOIL DOES NOT HAVE TO OPERATE OVERPREVIOUSLY INSTALLED PLANTING SOIL.TOPSOIL PREPARATION AND PLACEMENT3/4" = 1'-0"SUBGRADEFINISHED GRADE AFTERSETTLEMENT.FINISHED GRADE AFTER TILLING BUTBEFORE SETTLEMENT AND PLACINGTOPSOIL.PLACE 2" TOPSOILROUGHEN SUBGRADE BY LIGHTLY TILLING2" DEPTH PRIOR TO PLACING TOPSOIL.LIMIT TO ONLY 1 PASS WHEN TILLING LIMITCOMPACTION.5P-IN-VER-06TYPICAL STEEL EDGING1" = 1'-0"BED EDGE SHOWN ON PLAN1/8" STEEL EDGING WITH 16"GROUND STAKE ON PLANTING SIDEREFER TO SPECIFICATIONS.FINISH GRADEPREPARED SOIL MIXUNCOMPACTED NATIVE SUBSOILLAYER OF MULCH. (SEE PLANTING NOTES).6NOTE:1.REFER TO PLANTING NOTES REGARDING PREPARED TOPSOIL.2.LIMIT LAWN SUBGRADE PREPARATION TO AREAS TO BE PLANTED.3.FOR NEWLY GRADED SUBGRADES, LOOSEN SUBGRADE TO A MINIMUM DEPTH OF 4 INCHES.REMOVE STONES LARGER THAN 1 INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH,AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'SPROPERTY.4.IF LAWNS ARE TO BE PLANTED IN AREAS UNALTERED OR UNDISTURBED BY EXCAVATING,GRADING, OR SURFACE SOIL STRIPPING OPERATIONS, PREPARE SURFACE SOIL ASFOLLOWS: REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX INTO SURFACESOIL. LOOSEN SURFACE SOIL TO A DEPTH OF AT LEAST OF 6 INCHES. APPLY SOILAMENDMENTS AND FERTILIZERS ACCORDING TO PLANTING SOIL MIX PROPORTIONS AND MIXTHOROUGHLY INTO TOP 4 INCHES OF SOIL.5.PROMPTLY REMOVE SOIL AND DEBRIS CREATED BY LAWN WORK FROM PAVED AREAS.TURF EDGE AT HARDSCAPE1" = 1'-0"HARDSCAPEFIN. GRADE 1-1/2" BELOW HARDSCAPETURF, RE. PLANS & PLANTING SCHEDULEPREPARED TOPSOIL, RE.PLANTING NOTESSUBGRADE. CUT OR FILL AS REQ'D.7
----Sheet Number
Sheet Title
Scale:AS NOTED
ASChecked By:
Drawn By:DMA
42036
Issued:
Project No.:RevisionNo.DateDescriptionI:\42000s\42036\002\CADD\ReferencesRCH\SURVEYOR USE\ACAD-24x36 BORDER-42036.dwg03/15/2021FAX (214) 739-0095TEL (214) 346-6200RICHARDSON, TEXAS 75081-22751201 NORTH BOWSER ROADPRELIMINARY
B. DAVID LITTLETON 62128
P.E. NO.
----DATE
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF:
NAME
FOR INTERIM REVIEW ONLY
TBPE FIRM #F-312 FORAND SURVEY CONTROL SHEETEXISTING CONDITIONS CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS JAMES B. MARTIN SURVEY, ABSTRACT NO. 1134 IN THE VERIZON SECURITY583583584
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51070025593.98ROWPI 1528 + 00SSMHSSMHSSMHTPED70107ATTTPEDWATERPIPELINE MARKEREMEBEBEBEBEBEB7INFHFHWVWVWVWVVALVEMARKERSTMHWVWVSTMHWMWVWVWVWVWV WVSTMHSSMHSSMHLPLPSSMHEMHEMHLPLPLPLPSSMHLPSSMHTREEPMISPMISCATPTMH4INATT PVCSSMHSSMHSSMH4INATT PVC FOR CONDUIT4INATT PVC FOR CONDUIT4INATT PVC FOR CONDUIT4INATT PVC FOR CONDUIT4INATT PVC FOR CONDUIT586.87FL586.10FL585.66FLEDGESSMHEMHEM HPBLPSSMHLPLP22LPTOTOLPLPLPLPLPLPLPLPEBLPEBEBLPTSLPLPLPTSLPLPLPLPTSLPLPICVLPICVTSLPTSTSTSLPEBICVICVTSLPLPTMHICVTMHTMHTSSIGNWARICVFHWVTPEDWVICVICVTMHTSICVTSICVTMHTMHTSGLICVTSICVLPTSTSLPFHWVWVICVICVICVSSCOICVSSCOSSCOICVICVICVEMHEMHICVICVALARMALARMEBICVBOLLBOLLBOLLEBEBEBTSLPICVWVWMICVEBEBICVWVWVGLFHTSTSTSTSGLGLICVTSTSTSTSTSTSTSGLGLGLTSTMHTMHEBICVICVICVICVTSLPFHBOLLFLAGPFLAGPBOLLWVFHTSGLGLGLSSCOSSCOICVTMHLPLPTMHEBEMEBICVLPLPTSEMHSSCOICVSSCOWVICVTSSSMHMHEMHICVICVICVICVSSMHWVTMHFHLPWVWVTSTSTLWVTMHWVTMHTSTMHTSICVLPICVICVMHICVTSICVICVICVTSICVEMHBOLLICVICVICVEMHFHWVSSCOEBEBEBEBEBLPEBEBEBSSCOGIBUILDINGGISSCOFSC'sWIREGROUND BOLL'sUPUPUPUPUPUPUPUPUPUPUP4-TPED'sFOCSFOCSFOCSGPLSBOLL'ssignConc.rampHCrampHC2-ICV's3-ICV's3-ICV's2-ICV's5-ICV's2-ICV's6-ICV's2-ICV's2-ICV's3-ICV'sICV2-ICV'sFOCSFOCSFOCSFOCSVaultsComm.VaultsComm.rip-rapconc.Inlet6' CurbInlet6' CurbInlet10' CurbTMHICVTSGL'sGL'sHdwl.Hdwl.Vault3-ICV'sVaultVaultsVaultconc. pad2-Trans. onVaultVaultsInletGratesignsH/CBOLL's2-ICV's2-ICV's3-ICV's2-ICV'sBOLL'sInlet"Y"4-SSCO'sSCRDBLRDSCBLRDRDRD5-ICV'sInlet"Y"6-ICV'sInlet"Y"GravelInlet10' Curbconc. pad2-Trans. onICV'sHdwl.VaultEBEBEBEB'sGIFENCEICVGateGateEB's3-ICV'sInlet14' CurbHdwl.2-ICV's2-ICV's4-ICV'sConc. FlumeHdwl.Hdwl.VaultHdwl.WV'shandrailMetalconc. padTrans. onInletGrateFOCSInlet20' CurbsidewalkBrick paversGPLSGPLSGPLSGPLSInletGrateInletGrate13916202121178BOLL'sBOLL'sVaults31017414152527272727272721271310151111916171813139161028" RCP48" RCP48" RCP30" RCP30" RCP36" RCPBOLL'sBOLL'sBOLL's10109731021Link Fence6' ChainLink Fence8' ChainRet. wallRet. wall1 HCsignsHC1 HC1 HC1 HC1 HC1 HC1 HC1 HC1 HC1 HC1 HCBOLL'sBLBL3-WV'sGateSC18" RCP3ramprampramp4' conc. sidewalkBLBLBLSCSCSCPADTOWERCOOLINGBOLL'sSDMHEBEBICV'sGIGIGIER'sLineGasWV'stablesmetalbenchesmetalbenchesmetalpadKeysidewalk4' conc.sidewalk4' conc.sidewalk4' conc.Concrete pavementConcrete pavementConcrete pavementConcrete pavementConcrete pavementConcrete pavementConcrete pavementGrass AreaGrass AreaGrass AreaGrass AreaGrass AreaGrass AreaGrass AreaC Flow line L
UP
UP Grass AreaConcrete pavement BOHBOHstairsConc.Concrete slope sidewalkBrick pavers5205Grass AreaApprox. edge of slope
Approx. edge of slopeL/SL/SL/SGrassGrass Area
Grass Area GrassGrassGrassL/S1 HC1 HC1 HC1 HC
padconc.screening wallBrickscreening wall not shown)(improvements insidescreening wallBrickscreening wall not shown)(improvements insideFence linefence line not shown)(improvements insidesidewalkconcreteareaGrassTree AreaTree Area614
632
630
620
610
608
634628580
638
608 636640 644642636
642
638578580638582618578636644610634642
590
632642614612616630628638636 640642640
638636638632602584 634
590632634586588592594596602
6
0
6604 616 622598628624626 644640644600624622
620
612
640618 N25.48'
N44°50'15"E
7.31'N00°02'56"ESTATE HIGHWAY NO. 114
(VARIABLE WIDTH R.O.W.)(VARIABLE WIDTH R.O.W.)SOLANA ADDITION
LOT 1, BLOCK 1ABSTRACT NO. 1134JAMES B. MARTIN SURVEY
24.85 ACRES
OR
1,082,534 S.F.
AFFECTED BY 65 LDN
APPROXIMATE LIMIT OF AREA
(CAB. A, SLIDE 8032)
TAX ID# 13727613
500 W. DOVE ROAD
(As shown on Plat)
S25°50'34"E 200.00'
CB=S29°59'37"E
CL=206.15'
L=206.33'
T=103.35'
R=1424.00'
|=08°18'07"
CB=S29°58'37"E
CL=302.93'
L=303.19'
T=151.86'
R=2101.00'
|=08°16'06"
CB=S17°06'50"E
CL=1039.51'
L=1054.91'
T=543.49'
R=1778.00'
|=33°59'40"203.06'S00°07'00"E 262.10'S89°47'31"W 250.00'N89°57'05"W 254.95'N78°38'29"W ZONE X
ZONE X
ZONE AE
SOUTH FORK KIRKWOOD BRANCH
APPROXIMATE CENTERLINE OF
200150100500
SCALE: 1"=100'
NOT TO SCALE
LOCATION MAP
SITE KI
RKWOODBLVD.BLVD.
N. WHIT
E
C
H
A
P
E
L
W. DOVE ROAD
HWY. 114NORTH
S34°06'40"E 470.25'153.00'N89°57'07"WKIRKWOOD BOULEVARD
P.R.T.C.T.(CABINET A, SLIDE 4537)(VARIABLE WIDTH R.O.W.)S65°38'13"W 1046.37'
11.08'
S34°06'40"E
Pipeline
Fuel
Pipeline
Fuel
Pipeline
Fuel
Property
Private
Vaults
SET "X"W/CAP1/2" SIRW/CAP1/2" FIRFND. "X"CAP (C.M.)
"HUITT ZOLLARS"
5/8" FIR W/
1/4" FIRCAP"
W/"HALFF
1/2" FIR
Property
Private
Property
Private
Trespassing
No
Property
Private
Marker
Pipeline
Sidewalk
Limit
Speed
Property
Private
Concrete
Pad
Transformer
Fence
Metal
Inlet
Grate
Post
Gate
Fence
D.R.T.C.T.
INST. NO. D203474809
TEXAS, LLC
VERIZON WIRELESS
(Glass, Brick & Concrete Building)
D.R.T.C.T.
INST. NO. D213036552
DALLAS MTA, L.P.
FOCS
Vaults
Comm.
P.R.T.C.T.
DOC. NO. D218087500
SABRE GROUP CAMPUS
LOT 1R1R1R, BLOCK 1
R.O.W. DEDICATION
0.766 ACRE
R.O.W. DEDICATION
0.076 ACRE
R.O.W. DEDICATION)
(LESS 0.076 ACRE
24.85 ACRES
R.O.W. DEDICATION)
(LESS 0.766 ACRE
25.12 ACRES
EASEMENT
15' SANITARY SEWER
A
PPROXIM
A
TE LO
CATI
ON OF SU
RV
EY LI
NECAP"
W/"HALFF
1/2" FIR
CAP
"HUITT ZOLLARS"
5/8" FIR W/
DATED SEPTEMBER 25, 2009
NUMBER 48439C0185K
AS PER FEMA MAP
100 YEAR FLOOD LIMITS
APPROXIMATE LOCATION
N32°30'15"W 741.43'
105.93'N24°20'45"W
N37°04'47"W 208.43'
CB=N32°18'42"W
CL=695.23'
L=695.83'
R=4831.00'
|=08°15'09"
CB=N26°18'27"W
CL=317.39'
L=317.45'
R= 4843.00'
|=03°45'20"
12.00'
S61°48'53"W
12.00'
N67°59'20"E
N24°20'45"W 570.72'
DESCRIPTION (Y)NORTHING (X)EASTING ELEVATIONPOINT #
SURVEY CONTROL
103
110
111
112
113
114
115
116
FXTP
SXTP
SXTP
SXTP
SXTP
SXTP
SIRTP4
SIRTP4
7,040,699.99 2,381,159.38 623.81
7,041,982.91 2,380,477.53 590.28
7,041,538.81 2,380,715.74 598.17
7,040,813.01 2,381,185.11
7,040,550.64 2,380,081.45
621.02
625.06
605.47
7,041,190.51 610.00
7,041,838.49 2,380,665.63 594.65
7,041,295.29
2,381,066.93
2,379,591.03
Emergency Management Agency or some other source.
that revised flood plain information has or has not been published by the Federal
referenced flood plain information for this determination and the Surveyor does not certify
annual chance flood.” “Base Flood Elevations Determined”. The Surveyor utilized the above
“AE” is defined as “Special Flood Hazard Areas (SFHAs) subject to inundation by the 1%
is defined as "Areas determined to be outside the 0.2% annual chance floodplain. Zone
2009, as published by the Federal Emergency Management Agency. Zone "X" (unshaded)
County, Texas and Incorporated Areas, Map Number 48439C0085 K, dated September 25,
partially within Zone “AE” as delineated on the FIRM Flood Insurance Rate Map Tarrant
4. By graphical plotting, the parcel described hereon lies within Zone "X” (unshaded), and
from GPS observations using RTK surveying methods.
3. Vertical Datum is related to North American Vertical Datum of 1988 (NAVD 88), derived
(TNRIS).
with publicly available GIS contours from the Texas Natural Resources Information System
performed in July, 2017, and of the 25.12 acre tract performed in February, 2021, combined
2. Contours shown are a combination of on-the-ground surveys of the 24.85 acre tract
Factor: 1.000155478.
(4202). All distances shown hereon are surface distances. Surface Adjustment Scale
1. The Basis of Bearing is the Texas Coordinate System of 1983, North Central Zone
GENERAL NOTES
113
114
110
111
115
103
112
116
TANK
STOCK
OLD
CB=N23°13'14"W
CL=204.41'
L=204.43'
R=4843.00'
|=02°25'07"
CB=N21°49'23"W
CL=32.62'
L=32.62'
R=4831.00'
|=00°23'13"
17.44'
N65°37'58"E
17.44'
S65°37'58"W
POND
EXISTING
TANK
STOCK
OLD
POND
EXISTING DOVE ROAD
EX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX 36'' SSEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTREX 12'' WTRUGEEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASEX GASUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGEUGEUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGF UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF UGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGFUGF
UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE UGE UGE UGE UGE UGE
UGE UGE
UGE UGE UGE
UGE
UGE UGE UGE UGE UGE UGE UGE UGE UGE
UGE
UGE
EX GASEX GASEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24'' SSEX 24
'
'
SSEX 24
'
'
SSEX 24
'
'
SSEX 24
'
'
SSEX 24
'
'
SS
EX
2
4
'
'
S
S
SPINESLOPE
TRI-COUNTYELECTRICEQUIPMENTFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL
FLF
L
FL FL FL FL FL FL FL FL FL FLFLFLFLFLFL FL FLFLFLFLFLFL FL FL FL
EVEVEVLEVLEVLEVLEVLEVLEVLEVFLFL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLCOCOCOCO1
2
'
'
W
T
R 12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTRCOUGEUGE UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE UGEUGEUGEUGEUGEUGEUGE12'' WTR 12'' WTR
UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGE UGE UGE UGE
UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGEUGEUGEUGEUGE UGE UGE UGE
UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTRUGEUGEUGE12'' WTR12'' WTRCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCO12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR12'' WTR8'' WTR8'' WTR13+021+002+003+004+005+006+007+008+009+0010+0011+0012+0013+00 2+651+002+001+511+001+441+001+191+001+311+001+441+001+191+003+481+002+003+001+001+209+621+
0
0
2+003+004+005+006+00
7+008+00
9+00 2+001+002+004+471+002+003+004+001+421+001+471+003+441+002+003+001+351+001+471+001+271+002+611+002+001+431+002+611+002+001+571+001+39
1+38
1+001+081+001+081+431+001+002+003+003+38JAMES B. MARTIN SURVEYABSTRACT NO. 1134KIRKWOOD BOULEVARDSTATE HIGHWAY NO. 114L=317.44'R=4843.00'Δ=3°45'20"CB=N26° 18' 30"WCL=317.39L=695.83'R=4831.00'Δ=8°15'09"CB=N32° 18' 42"WCL=695.23S61°48'53"W12.00N67°59'18"E12.00L=32.63'R=4831.00'Δ=0°23'13"CB=N21° 49' 06"WCL=32.63N24°20'45"W 807.00'S65°38'13"W 1028.90'S34°06'40"E 470.25'L=204.44'R=4843.00'Δ=2°25'07"CB=N23° 13' 16"WCL=204.42L=1054.91'R=1778.00'Δ=33°59'40"CB=S17° 06' 50"WCL=1039.51L=303.19'R=2101.00'Δ=8°16'06"CB=S29° 58' 37"ECL=302.93S25°50'34"E 20
0
.
0
0
'L=206.33'R=1424.00'Δ=8°18'07"CB=S29° 59' 37"WCL=206.15L=695.83'R=4831.00'Δ=8°15'09"CB=N32° 18' 42"WCL=695.23100-YR FULLY DEVELOPED FLOODPLAIN PERKIRKWOOD BRANCH WATERSHED STUDY BYHALFF ASSOCIATES DATED FEBRUARY 2021.EXISTINGPOND18" RCP 18" RCP18" RCP18" RCP18" RCP21" RCP 21" RCP 21" RCP 24" RCP 27" RCP 27" RCP 30" RCP 30" RCP36" RCP24" RCP24" RCP18" RCP18" RCP18" RCP18" RCP18" RCP21" RCP21" RCP 18" RCP21" RCP
18" RCP24" RCP18" RCP27" RCP 24" RCP27" RCP
18" RCP30" RCP 24" RCP30" RCP 18" RCP30" RCP
18" RCP30" RCP
2
4
"
RCP24" RCP42"
R
C
P24" RCP24" RCP18" RCP18" RCP12" RCP12" RCP12" RCPMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNIT
MECHANICALUNIT10987612345MECHANICALUNIT MECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNIT
MECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNIT
MECHANICALUNIT10987612345MECHANICALUNIT
MECHANICALUNIT
MECHANICAL
UNIT
MECHANICAL
UNIT
MECHANICALUNIT
MECHANICALUNIT
MECHANICALUNIT
MECHANICALUNIT
MECHANICALUNIT
MECHANICALUNIT
10987612345MECHANICALUNITSTA. 1+04.23 LAT A-8aINSTALL:1 - 18" HORIZ. BEND (30°)18" FL = 609.14STA. 1+42.63 LAT A-8bEND 18" RCPSEE MEP FOR CONTINUATION18" FL = 612.44STA. 13+02.46 STORM LINE AINSTALL:2' x 2' AREA DRAINEND 18" RCPTI = 620.0018" FL = 615.00STA. 1+00.00 STORM LINE AINSTALL:1 - 36" 1- 36" HEADWALL36" FL = 589.50STA. 1+42.72 LAT A-8aEND 18" RCPSEE MEP FOR CONTINUATION18" FL = 609.33STA. 1+09.57 LAT A-7INSTALL:1 - 18" HORIZ. BEND (30°)18" FL = 607.28STA. 7+56.14 STORM LINE A =STA. 1+00.00 LAT A-7INSTALL:21"x18" WYE (45°)21" FL = 606.8818" FL = 607.13STA. 8+55.43 STORM LINE A =STA. 1+00.00 LAT A-8aINSTALL:21"x18" WYE (60°)21" FL = 608.8618" FL = 609.12STA. 2+38.35 LAT A-1aINSTALL:1 - 24" HORIZ. BEND (45°)24" FL = 596.90STA. 1+20.25 LAT A-1aINSTALL:1 - 24" HORIZ. BEND (45°)24" FL = 593.12STA. 1+13.44 LAT A-1bINSTALL:1 - 24" HORIZ. BEND (45°)24" FL = 595.72STA. 2+45.86 STORM LINE AINSTALL:1 - 30" HORIZ. BEND (45°)30" FL = 597.18STA. 1+03.46 LAT A-2INSTALL:1 - 18" HORIZ. BEND (30°)18" FL = 598.91STA. 1+11.31 LAT A-4INSTALL:1 - 18" HORIZ. BEND (45°)18" FL = 601.58STA. 1+04.21 LAT A-8bINSTALL:1 - 18" HORIZ. BEND (30°)18" FL = 612.24STA. 10+41.31 STORM LINE AINSTALL:1 - 18" HORIZ. BEND (60°)18" FL = 612.86STA. 10+91.60 STORM LINE AINSTALL:1 - 18" HORIZ. BEND (30°)18" FL = 613.67STA. 12+89.54 STORM LINE AINSTALL:1 - 18" HORIZ. BEND (45°)18" FL = 614.92STA. 1+10.00 LAT A-1aINSTALL:1 - 24" HORIZ. BEND (45°)24" FL = 592.79STA. 9+34.31 STORM LINE BINSTALL:1 - 21" HORIZ. BEND (60°)21" FL = 607.34STA. 1+06.55 LAT B-8aINSTALL:1 - 18" HORIZ. BEND (30°)18" FL = 606.35STA. 1+05.77 LAT B-5bINSTALL:1 - 24" HORIZ. BEND (30°)24" FL = 605.55STA. 1+05.77 LAT B-5aINSTALL:1 - 24" HORIZ. BEND (30°)24" FL = 603.56STA. 1+05.77 LAT B-4INSTALL:1 - 18" HORIZ. BEND (30°)18" FL = 601.72STA. 1+05.76 LAT B-2INSTALL:1 - 24" HORIZ. BEND (30°)24" FL = 598.06STA. 1+72.02 LAT B-1aINSTALL:1 - 24" HORIZ. BEND (45°)24" FL = 596.88STA. 1+06.55 LAT B-8bINSTALL:1 - 18" HORIZ. 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BEND (45°)18" FL = 606.10STA. 1+07.78 LAT B-4aINSTALL:5' CURB INLETEND 18" RCPTI = 610.2518" FL = 606.25STA. 2+02.98 LAT B-4 =STA. 1+00.00 LAT B-4aINSTALL:18"x18" CONN. (60°)18" FL = 603.5718" FL = 603.65STA. 1+33.84 LAT B-1bINSTALL:1 - 24" 1- 24" HORIZ. BEND (45°)24" FL = 589.63STA. 4+97.67 STORM LINE AINSTALL:1 - CONCRETE PIPE COLLAREND 27" RCPBEGIN 24" RCP27" FL = 601.2124" FL = 601.46STA. 3+30.56 STORM LINE AINSTALL:1 - CONCRETE PIPE COLLAREND 30" RCPBEGIN 27" RCP30" FL = 598.4627" FL = 598.71STA. 8+59.43 STORM LINE AINSTALL:1 - CONCRETE PIPE COLLAREND 21" RCPBEGIN 18" RCP21" FL = 608.9518" FL = 609.22STA. 3+40.20 LAT A-7INSTALL:1 - 18" HORIZ. BEND (45°)18" FL = 610.98STA. 3+47.98 LAT A-7INSTALL:5' CURB INLETEND 18" RCPTC = 615.1018" FL = 611.10STA. 1+07.78 LAT A-7aINSTALL:5' CURB INLETEND 18" RCPTI = 615.1018" FL = 610.10STA. 2+06.78 LAT A-7 =STA. 1+00.00 LAT A-7aINSTALL:18"x18" CONN. 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BEND (45°)12" FL = 611.70STA. 7+30.09 STORM LINE B =STA. 1+00.00 LAT B-5cINSTALL:27"x12" WYE (60°)12" FL = 606.2027" FL = 605.58STA. 8+13.47 STORM LINE BINSTALL:1 - CONCRETE PIPE COLLAREND 24" RCPBEGIN 21" RCP24" FL = 606.3521" FL = 606.60STA. 7+93.13 STORM LINE BINSTALL:1 - CONCRETE PIPE COLLAREND 27" RCPBEGIN 24" RCP27" FL = 605.9724" FL = 606.22123456EDCBA654321ABCDEDRAWN BY:CHECKED BY:COPYRIGHT:DESIGNED BY:CAD DWG FILE:PROJECT NO:SHEET TITLESHEET NUMBERRECORD SET (AS-BUILTS)CONSTRUCTION DESIGN SUBMISSION100% SUBMISSION - POD 160% SUBMISSION - POD 2 (LAB)60% SUBMISSION - POD 130% SUBMISSIONPRELIMINARY SUBMISSIONNETWORK COMPLIANCE SUBMITTALSDATEThis drawing was prepared solely for the use ofVerizon Wireless and must only be used by VerizonWireless employees, contractors, and vendors whileperforming the work shown on this drawing. Anyother use of this drawing is forbidden.REVDESCRIPTIONDATE210005HKS, INC.DALLAS, TX 75201350 N SAINT PAUL STREET #1001201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL(214) 346-6200FAX(214) 739-0095C:\Users\JoshuaTaylor\Desktop\Project1.rvt4/16/2021 3:21:09 PM
SOUTHLAKE NEW BUILD
500 W DOVE ROAD
SOUTHLAKE, TX42036.002KEFCADKEFJanuary 20, 2022 I:\42000S\42036\002\CADD\SHEETSRCH\C4.03-SD OVERALL-42036.DWG
2021-04-21EXISTING LEGEND:PPFHFDCICVGMBBLPACWMWVMHEMGLMWSSCOX
XX
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MECHANICALUNIT
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10987612345MECHANICALUNITSTA. 9+42.95 Line W-1INSTALL:1 - 12" HORIZ. BEND (45°)N:7040622.02E:2380207.00STA. 7+64.22 Line W-2INSTALL:1 - 12" HORIZ. BEND (45°)N:7040902.37E:2380712.97STA. 6+42.39 Line W-2INSTALL:1 - 12" HORIZ. BEND (45°)N:7041020.63E:2380742.24STA. 5+72.91 Line W-2INSTALL:1 - 12" 1- 12"X8" TEE1- 12" GATE VALVE1- 8" GATE VALVE168 LF OF 8" PVCN:7041079.89E:2380705.98STA. 5+77.91 Line W-2INSTALL:1 - 12" 1- 12"X4" TEE1- 8" GATE VALVE1- 4" GATE VALVE1- 4" DOMESTIC METER168 LF OF 4" PVCN:7041075.63E:2380708.59STA. 17+35.41 Line W-1INSTALL:1 - 12" HORIZ. BEND (45°)N:7041297.98E:2379793.39STA. 17+57.91 Line W-1INSTALL:1 - 12" HORIZ. BEND (45°)N:7041319.85E:2379798.65STA. 20+67.13 Line W-1INSTALL:1 - 12" HORIZ. BEND (11.25°)N:7041481.25E:2380062.41STA. 24+35.63 Line W-1STA. 0+00.00 Line W-2INSTALL:1- 12"X12" TEE2- 12" GATE VALVESN:7041568.58E:2380406.95STA. 23+73.08 Line W-1INSTALL:1 - 12" HORIZ. BEND (45°)N:7041587.56E:2380349.30STA. 3+52.67 Line W-1STA. 8+00.09 Line W-2INSTALL:1- 12"X12" TEE2- 12" GATE VALVESN:7040871.77E:2380731.69STA. 24+28.62 Line W-1INSTALL:1 - 12" HORIZ. BEND (45°)N:7041574.55E:2380403.29STA. 0+00.00 Line W-1INSTALL:1 -12"X12" TEE2- 12" GATE VALVESN:7041059.18E:2381030.45STA. 7+55.17 SS LINE AINSTALL:5' DIA SSMHRIM = 619.91FL 6" = 607.51 (IN)FL 8" = 607.41 (OUT)STA. 4+88.30 SS LINE AINSTALL:5' DIA SSMHRIM = 614.86FL 8" = 602.07 (IN)FL 6" = 602.07 (IN)FL 8" = 601.97 (OUT)STA. 7+02.25 SS LINE BINSTALL:5' DIA SSMHRIM = 614.78FL 6" = 604.39 (IN)FL 8" = 602.89 (OUT)STA. 0+28.00 SS LAT B-2INSTALL:1- SS CLEANOUTRIM = 614.79FL 6" = 607.50 (OUT)STA. 4+92.66 SS LINE BINSTALL:5' DIA SSMHRIM = 612.00FL 6" = 600.79 (IN)FL 8" = 600.79 (IN)FL 8" = 600.69 (OUT)STA. 1+78.34 SS LINE AINSTALL:5' DIA SSMHRIM = 608.41FL 8" = 595.77 (IN)FL 6" = 595.77 (IN)FL 8" = 595.67 (OUT)STA. 2+25.78 SS LINE BINSTALL:5' DIA SSMHRIM = 607.29FL 8" = 598.02 (IN)FL 6" = 598.02 (IN)FL 8" = 597.92 (OUT)STA. 0+49.11 SS LINE BINSTALL:5' DIA INTERNALDROP SSMHRIM = 602.69FL 8" = 592.97 (IN)FL 8" = 584.23 (OUT)STA. 0+00.00 SS LINE AINSTALL:CONNECT TO EX. 5' DIA SSMHWITH INTERNAL DROP CONNECTIONRIM = 594.66FL 8" = 589.43 (IN)FL 24" = 580.03 (IN)FL 24" = 579.99 (OUT)STA. 0+00.00 SS LINE BINSTALL:5' DIA INTERNALDROP SSMHRIM = 586.75FL 24" = 578.58 (IN)FL 8" = 582.16 (IN)FL 24" = 578.58 (OUT)STA. 18+83.76 Line W-1INSTALL:1 - 12"x6" TEE1 - 12" GATE VALVE1 - FIRE HYDRANTW/ 6" GATE VALVE±12 LF 6" WTRN:7041385.54E:2379906.00STA. 3+11.01 Line W-2INSTALL:1 - 12"x6" TEE1 - 12" GATE VALVE1 - FIRE HYDRANTW/ 6" GATE VALVE±24 LF 6" WTRN:7041303.29E:2380569.28STA. 8+55.42 Line W-1INSTALL:1 - 12"x6" TEE1 - 12" GATE VALVE1 - FIRE HYDRANTW/ 6" GATE VALVE±34 LF 6" WTRN:7040635.99E:2380288.40STA. 13+82.38 Line W-1INSTALL:1 - 12"x6" TEE1 - 12" GATE VALVE1 - FIRE HYDRANTW/ 6" GATE VALVE±36 LF 6" WTRN:7040996.85E:2379977.64STA. 23+53.92 Line W-1INSTALL:1 - 12"x6" TEE1 - 12" GATE VALVE1 - FIRE HYDRANTW/ 6" GATE VALVE±12 LF 6" WTRN:7041580.90E:2380331.34STA. 4+32.94 Line W-1INSTALL:1 - 12"x6" TEE1 - 12" GATE VALVE1 - FIRE HYDRANTW/ 6" GATE VALVE±108 LF 6" WTRN:7040829.11E:2380663.70STA. 27+02.01 Line W-1INSTALL:1 -12"X12" TEE2- 12" GATE VALVESN:7041696.10E:2380640.82STA. 9+06.57 Line W-1INSTALL:1 - 12" HORIZ. BEND (45°)N:7040613.63E:2380242.40STA. 0+28.00 SS LAT B-1INSTALL:1- SS CLEANOUTRIM = 607.91FL 6" = 603.00 (OUT)STA. 8+54.60 SS LINE BINSTALL:CLEANOUTRIM = 620.85FL 6" = 609.50 (OUT)STA. 0+31.00 SS LAT A-2INSTALL:CLEANOUTRIM = 614.82FL 6" = 602.38 (OUT)STA. 0+53.08 SS LAT A1INSTALL:2-WAY SS CLEANOUTRIM = 613.85FL 6" = 596.30 (OUT)STA. 0+31.00 SS LAT A-3INSTALL:CLEANOUTRIM = 620.25FL 6" = 614.50 (OUT)123456EDCBA654321ABCDEDRAWN BY:CHECKED BY:COPYRIGHT:DESIGNED BY:CAD DWG FILE:PROJECT NO:SHEET TITLESHEET NUMBERRECORD SET (AS-BUILTS)CONSTRUCTION DESIGN SUBMISSION100% SUBMISSION - POD 160% SUBMISSION - POD 2 (LAB)60% SUBMISSION - POD 130% SUBMISSIONPRELIMINARY SUBMISSIONNETWORK COMPLIANCE SUBMITTALSDATEThis drawing was prepared solely for the use ofVerizon Wireless and must only be used by VerizonWireless employees, contractors, and vendors whileperforming the work shown on this drawing. Anyother use of this drawing is forbidden.REVDESCRIPTIONDATE210005HKS, INC.DALLAS, TX 75201350 N SAINT PAUL STREET #1001201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL(214) 346-6200FAX(214) 739-0095C:\Users\JoshuaTaylor\Desktop\Project1.rvt4/16/2021 3:21:09 PM
SOUTHLAKE NEW BUILD
500 W DOVE ROAD
SOUTHLAKE, TX42036.002KEFCADKEFJanuary 20, 2022 I:\42000S\42036\002\CADD\SHEETSRCH\C5.01-W&WW OVERALL-42036.DWG
2021-04-21EXISTING LEGEND:PPFHFDCICVGMBBLPACWMWVMHEMGLMWSSCOX
XX
XXMAJOR CONTOUR LINEFENCEIRRIGATION CONTROL VALVEFIRE HYDRANTBOLLARDSIGNLIGHT POLEAIR CONDITIONING UNITMANHOLEMONITORING WELLELECTRIC METERSANITARY SEWER CLEANOUTWATER LINEGAS LINEMINOR CONTOUR LINEPROPERTY LINEOVERHEAD ELECTRICWATER METERWATER VALVEVAULTFIRE DEPARTMENT CONNECTIONGUY WIREBILLBOARDPOWER POLEGAS METERGROUND LIGHTSANITARY SEWER LINEUNDERGROUND TELEPHONE LINEUNDERGROUND COMMUNICATIONS LINESTORM SEWER LINE18" RCPGRATE INLETLOT LINEEASEMENT LINEFENCE POSTGICURB INLETCIPOINT #NORTHING (Y)EASTING (X)ELEV.DESC.1037,040,699.992,381,159.38623.81FXTP1107,041,982.912,380,477.53590.28SXTP1117,041,538.812,380,715.74598.17SXTP1127,040,813.012,381,185.11621.02SXTP1137,040,550.642,380,081.45625.06SIRTP41147,041,295.292,379,591.03605.47SIRTP41157,041,190.512,381,066.93610.00SXTP1167,041,838.492,380,665.63594.65SXTPPRELIMINARYKAYLIE FLYNN135900P.E. NO.1/24/22DATETHESE DOCUMENTS ARE FOR INTERIMREVIEW AND NOT INTENDED FORREGULATORY APPROVAL, PERMIT, BIDDINGOR CONSTRUCTION PURPOSES. THEYWERE PREPARED BY OR UNDER THESUPERVISION OF:NAMEFOR INTERIM REVIEW ONLYTBPE FIRM #F-3122021-05-242021-09-302021-11-24100% SUBMISSION - POD 2 (LAB)PROGRESS SET2021-12-132021-12-23050'100'GRAPHIC SCALE - 1"=50'N12'' WTR8'' SSUGEUGTGASSITE UTILITY PLANC140
578
580
582
578
634
64063062863
6602 584
590
586
588
592
594596
6
0
4
616600
62
2
63
0
JAMES B. MARTIN SURVEYABSTRACT NO. 1134
KIRKWOOD BOULEVARDSTATE HIGHWAY NO. 114L=317.44'
R=4843.00'
Δ=3°45'20"
CB=N26° 18' 30"W
CL=317.39
L=695.83'
R=4831.00'
Δ=8°15'09"
CB=N32° 18' 42"W
CL=695.23
S61°48'53"W
12.00
N67°59'18"E
12.00
L=32.63'
R=4831.00'
Δ=0°23'13"
CB=N21° 49' 06"WN24°20'45"W 807.00'S65°38'13"W
1
0
2
8
.
9
0
'S34°06'40"E 470.25'L=204.44'
R=4843.00'
Δ=2°25'07"
CB=N23° 13' 16"W
CL=204.42
L=1054.91'
R=1778.00'
Δ=33°59'40"
CB=S17° 06' 50"W
CL=1039.51
L=303.19'
R=2101.00'
Δ=8°16'06"
CB=S29° 58' 37"E
CL=302.93S25°50'34"E 200.00'L=206.33'
R=1424.00'
Δ=8°18'07"
CB=S29° 59' 37"W
CL=206.15
L=695.83'
R=4831.00'
Δ=8°15'09"
CB=N32° 18' 42"W
CL=695.23
SPINESLOPE TRI-COUNTY
ELECTRIC
EQUIPMENTFLFLFLFLFLFLFLFLFLFLFLFLFLFL
FL
FL
FL FL FL FL FLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FLFLFLFLFLFLFLFL FL FL FL FL
FL
FL
FL
FL
FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLJAMES B. MARTIN SURVEYABSTRACT NO. 1134
KIRKWOOD BOULEVARDSTATE HIGHWAY NO. 114L=317.44'
R=4843.00'
Δ=3°45'20"
CB=N26° 18' 30"W
CL=317.39
L=695.83'
R=4831.00'
Δ=8°15'09"
CB=N32° 18' 42"W
CL=695.23
S61°48'53"W
12.00
N67°59'18"E
12.00
L=32.63'
R=4831.00'
Δ=0°23'13"
CB=N21° 49' 06"WN24°20'45"W 807.00'S65°38'13"W
1
0
2
8
.
9
0
'S34°06'40"E 470.25'L=204.44'
R=4843.00'
Δ=2°25'07"
CB=N23° 13' 16"W
CL=204.42
L=1054.91'
R=1778.00'
Δ=33°59'40"
CB=S17° 06' 50"W
CL=1039.51
L=303.19'
R=2101.00'
Δ=8°16'06"
CB=S29° 58' 37"E
CL=302.93S25°50'34"E 200.00'L=206.33'
R=1424.00'
Δ=8°18'07"
CB=S29° 59' 37"W
CL=206.15
L=695.83'
R=4831.00'
Δ=8°15'09"
CB=N32° 18' 42"W
CL=695.23
100-YR FULLY DEVELOPED FLOODPLAIN PER
KIRKWOOD BRANCH WATERSHED STUDY BY
HALFF ASSOCIATES DATED FEBRUARY 2021.
EXISTING
POND
FFE=621.0'
FFE=621.0'
FFE=616.0'
1% SLOPE DOCK = 621.061562061461661761861961562
0 614616617618619621
621
622
623
624625630621
619
6206206206206166146
1
2
6
1
0
6
1
0
60
8
606
604
603603604
601
611621617614615
617
603
6
0
5
606607610616
61661161
3
2.5 FT DROP @
BUILDING EDGE
2.5 FT DROP @
BUILDING EDGE
SPINE = 621.0'SPINE = 616.0'TP 620.21
TP 619.59
TP 620.19
TP 619.2762062561962262462
4
618
619615
615
614
613
612
615
620 610610
609
608
607
606
605605603601
615620
610 610
6126126146156
1
2
613
612
617
619
621
TP 621.00
TP 619.69 600602
604589
591
593
594
595597TP 621.00
TP 619.34
TP 620.24
TP 624.52
TP 624.34
TP 624.62
TP 623.99
TP 623.85
TP 624.03
TP 623.22
BW 627.54
TW 630.00
TW 631.78
BW 626.04
TP 620.36
TP 619.10
FG 618.00
FG 618.50
FG 620.50
TP 619.73
TP 620.90
TP 620.39 TP 618.95
TP 618.47
TP 620.23
TP 622.37
TP 620.57
TG 620.00
FG 620.19FG 620.00
TP 619.94 TP 619.72
TP 620.50
TP 620.50
TP 621.00
TP 621.52
TP 621.23
TP 618.24
TP 619.42
TP 616.17
TP 616.00 TP 613.52
TP 613.57
TP 617.46
TP 616.65
TP 615.70
TP 615.70
TP 615.20
TP 615.70
TP 615.20
TP 617.46
TP 616.96
TW 617.60
FG 618.50
TP 615.72 TP 615.20
TP 614.73
TP 616.52
TP 614.26
TP 615.57
TP 617.99
TP 617.01
TP 611.02
TP 611.49
TP 610.23
TP 608.57TP 610.01
TP 609.43TP 610.87
TP 611.35
TP 609.73
TP 602.24
TP 604.61TP 604.61
TP 603.56
TP 601.61
TP 603.08
TP 603.11
TP 604.11 TP 604.29
TP 607.65 TP 605.67
TP 605.36
TP 608.06
TP 605.72
TP 610.20
TP 610.70
TP 608.80
TP 609.30
TP 607.23
TP 608.62
TP 612.56
TP 615.50
TP 610.50
TP 613.29
TP 614.54
TP 612.98
TP 613.93TP 614.53
TP 610.20
TP 610.70
TP 610.20
TP 610.70
TP 613.50
TP 613.50
BW 616.74
TP 616.18
TP 616.22TP 617.00
TP 617.00
TP 617.00
FG 616.00 FG 616.00
TP 621.00
TP 613.13
TW 610.33
TP 613.58
TP 613.31
TP 613.55
TP 613.73
TP 617.77TP 619.39
TP 619.87
TP 610.76
TP 619.33
TP 622.19
TP 621.55
TP 606.22
TP 604.73
TP 603.89
TG 600.98
TP 603.68
TP 604.40
TP 603.34
TP 602.60TG 598.42
TP 606.51
TP 609.81
TP 608.80
TP 611.22
TP 619.77
TP 618.66
TP 613.74
TP 614.28TP 614.11
TP 614.28
TP 620.56
TP 624.00
TP 624.39
TP 620.20
TP 620.14
TP 609.60TP 609.60
TP 610.10
TP 610.10
FG 619.48
BW 616.52
TP 615.10
TP 614.60
TP 616.96
BW 616.52
TW 617.60 TG 616.10
TP 614.60
TP 615.10
TW 617.96
FG 618.40FG 618.40
TP 617.46
TP 616.61
TW 617.60
TW 617.96
TW 617.96
BW 609.94
TW 613.21
BW 605.73
TW 598.85
BW 590.18
TW 612.82
BW 607.81
TW 608.63
BW 599.00
TW 607.99
BW 599.00
TW 603.00
BW 590.76
TW 610.03
BW 602.13
TW 602.71
BW 592.51
TW 603.65
BW 597.05
TW 603.69
BW 598.28
TW 604.08
BW 600.67
TW 603.36
BW 602.35
FG 621.00
FG 616.00
FG 611.28
BW 625.78
TW 631.39
BW 625.05
TW 625.49
TP 611.96
TW 612.60
BW 611.51
TP 612.46
TW 612.96TP 612.46
TW 612.96
TP 611.95
BW 611.30
TW 612.60
BW 623.68
BW 623.00
BW 621.91
TW 624.25
TW 624.75
TW 625.25 TW 628.50
TW 629.25
TW 624.54
BW 624.34
BW 624.56
BW 623.72
TP 620.77MECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNIT10987612345MECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNIT10987612345MECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNIT MECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNITMECHANICALUNIT10 9 8 7 6 12345MECHANICALUNIT
2
GRADING PLAN
0 60'120'
GRAPHIC SCALE - 1"=60'
N
1/24/2022Sheet Number
Sheet Title
Scale:AS NOTED
BDLChecked By:
Drawn By:KEF
42036
Issued:
Project No.:RevisionNo.DateDescriptionSOUTHLAKE, TEXASSOUTHLAKE NEW BUILDI:\42000s\42036\002\CADD\SheetsRCH\EXH-GRADE OVERALL-42036.dwgJANUARY, 2022 1201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL (214) 346-6200FAX (214) 739-0095PRELIMINARY
KAYLIE FLYNN 135900
P.E. NO.
1/24/22DATE
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF:
NAME
FOR INTERIM REVIEW ONLY
TBPE FIRM #F-312VERIZON