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NAME/SIGNATURE
DATE
STRUCTURE OWNER
SOUTHLAKE, TX 76092
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AT&T PM
MCPIWSM
—97.131435°
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SCOPE OF WORK
INSTALL NEW NCW BLACK METAL CONCEALMENT POLE. INSTALL NCW CRAN
EQUIPMENT ON UTILITY POLE.
DEPARTMENT
NAME/SIGNATURE
DATE
STRUCTURE OWNER
SOUTHLAKE, TX 76092
LATITUDE:
AT&T PM
LONGITUDE:
—97.131435°
AT&T EE
CITY OF SOUTHLAKE
ZONING:
AT&T RF
PROPERTY OWNER:
SOUTHLAKE CITY RIGHT—OF—WAY
ANSCO PM
ANSCO CM
POLYGON NAME:
SOULK
STRUCTURE NUMBER:
�@T@Tgws
FA LOCATION CODE:
14808468
3012AODFLG
PACE ID:
MRNTX035097
PREPARED FOR:
44�
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PROJECT MANAGER:
i\mSSOCIATES
SCO
5250 TRIANGLE PKWY NW
SUITE 175
NORCROSS, GA 30062
PROJECT INFORMATION
PENDING FINAL
1399 FEDERAL WAY
E911 ADDRESS:
SOUTHLAKE, TX 76092
LATITUDE:
32.945424°
LONGITUDE:
—97.131435°
JURISDICTION:
CITY OF SOUTHLAKE
ZONING:
N/A
PROPERTY OWNER:
SOUTHLAKE CITY RIGHT—OF—WAY
STRUCTURE OWNER: AT&T MOBILITY
APPLICANT: NEW CINGULAR WIRELESS PCS, LLC
(DBA AT&T AT&T MOBILITY)
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX
PROJECT MANAGER: ANSCO & ASSOCIATES, LLC
5250 TRIANGLE PKWY NW SUITE 175
NORCROSS, GA 30092
ENGINEER: ANSCO & ASSOCIATES, LLC
5250 TRIANGLE PKWY NW SUITE 175
NORCROSS, GA 30092
RAJ BHATT P.E.
404-508-5700
DRAWING INDEX
T-1 TITLE SHEET & PROJECT INFORMATION
C-1 OVERALL SITE PLAN
C-2 DETAILED SITE PLAN
C-3 AERIAL MAP
C-4 UTILITY PROFILE
C-5 POLE ELEVATION & DETAILS
C-6 FOUNDATION SPECS
C-7 PHOTO SIMULATION # 1
C-8 PHOTO SIMULATION # 2
C-9 PHOTO SIMULATION # 3
C-10 PHOTO SIMULATION # 4
C-11 PHOTO SIMULATION # 5
C-12 PHOTO SIMULATION # 6
C-13 GROUNDING DETAILS
C-14 SIGNAGE DETAILS
C-15 TYPICAL PLUMBING DIAGRAM
C-16 EQUIPMENT SPECIFICATIONS
C-17 EQUIPMENT SPECIFICATIONS
C-18 EQUIPMENT SPECIFICATIONS
C-19 EQUIPMENT SPECIFICATIONS
C-20 EQUIPMENT SPECIFICATIONS
C-21 GENERAL CONSTRUCTION NOTES
C-22 TRAFFIC CONTROL PLAN
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O
CALL BEFORE YOU DIG
TEXAS ONE -CALL
811
http://www.txonecall.com/
PREPARED FOR
111111110000
at&t
PREPARED BY
ANSCO &
ASSOCIATES
POLYGON NAME
SOULK
rSTRUCTURE NUMBER
006
STRUCTURE OWNER
AT&T MOBILITY
STRUCTURE ADDRESS
1399 FEDERAL WAY
SOUTHLAKE, TX 76092
STRUCTURE COORDINATES
LAT: 32.945424°
LONG: —97.131435°
DATE REVISIONS
PREPARED BY
APPROVEDBY: ANSCO & ASSOCIATES
DESIGNED BY: JUSTIN JONKER
PROJECT #: 91000017265
SHEET NAME
TITLE SHEET & PROJECT
INFORMATION
SHEET NUMBER
T-1
ANSCO REGISTRATION # 21064
NO KNOWN NETWORK SUPPORT WITHIN
300 -FT OF PROPOSED NODE LOCATION
N
300' BUFFER SET BACK
EXIST.
i
BLDG.
1400 PLAZA PLACE
EXIST.
POND --
/ PROPOSED NEW BLACK
METAL CONCEALMENT POLE
------------�--- I _1--- -- - - =- -- -
------------t 1 1 11 111 111 11
WITH CRAN EQUIPMENT. 100
AMP/120 POWER SERVICE.
,0
~ ~
N® k'4r
EXIST.
ARKING LOT
Y
EXIST. ♦�
BLDG.
i
OVERALL SITE PLAN
SCALE: 1"-100'
ANSCO REGISTRATION # 21064
PREPARED FOR
111111111110000
at&t
PREPARED BY
ANSCO &
ASSOCIATES
POLYGON NAME
SOULK
rSTRUCTURE NUMBER
006
STRUCTUREOWNER
AT&T MOBILITY
STRUCTURE ADDRESS
1399 FEDERAL WAY
OsrRucruREFcooRDwX 76092
ATEs
LAT: 32.945424°
LONG: -97.131435°
DATE REVISIONS
PREPARED BY
APPROVEDBY: ANSCO & ASSOCIATES
DESIGNED BY: JUSTIN JONKER
PROJECT* 9100001726$
SHEET NAME
OVERALL SITE PLAN
SHEET NUMBER
C—i
SITE PLAN DEVELOPED FROM AERIAL PHOTO.
CONTRACTOR TO VERIFY FIELD CONDITIONS &
DIMENSIONS PRIOR TO CONSTRUCTION.
- ROW INFORMATION SHOWN IS BASED ON
JURISDICTION'S GIS DATA/ EXISTING PLATS.
- CONTRACTOR MUST RESTORE ALL DISTURBED
SURFACES AFFECTED BY CONSTRUCTION TO
PRE CONSTRUCTION CONDITIONS.
- CONSTRACTOR WILL CALL 811 FOR UNDERGROUND
LOCATES PRIOR TO EXCAVATION.
UTILITY
LEGEND:
W
WATERLINE
G
GAS LINE
P
BURIED POWER
TC
BURIED TRAFFIC CA
TV
BURIED CATV
T
BURIED TELCO/FIBER
60_R/W (APPROX) _
=W_W_W_w=w-w—a—W_W=w—w=W_W—W -- w–
SIDEWALK
in
W
•
EXIST.
M/H (TYP.)
mm
t/W (APPROX) ______________________�
1
I
1
I
1
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1
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1
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1
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1
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/
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POND
1 /
I
1 /
I �
1 /
I
1 /
I
1 /
I �
1
I
1 /
I
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PROPOSED 445'
POWER ROUTE
(BY OTHERS)
50° R/W (APPROX�___________—
EXIST.
PARKING BAY
1400 PLAZA PLACE
1
EXIST. EXIST. FIRE
H/H (TYP.) HYDRANT
\ I/
---------------
FEDERAL WAY mow\ aI EXIST. CATCH
BASIN (TYP.)
EXIST. LIGHT TWO-WAY TRAFFIC FLOW 4\ 3
POLE (TYP.) (30 MPH) \ FROM B. O. C. I WORK
EXIST.goo. ZONE
PARKING BAY d mCONE
50° R/W (APPROX) T
SIDEWALK F —ro-)
r
ED
DETAILED SITE PLAN
SCALE: 1"-30'
�s
PROPOSED 8' +/-
FIBER ROUTE TO
EXIST. EXIST. HH (BY OTHERS)
PARKING LOT PROPOSED NEW BLACK
METAL CONCEALMENT POLE
❑� WITH CRAN EOUIPMENT. 100
AMP/120 POWER SERVICE.
ANSCO REGISTRATION # 21064
PREPARED FOR
at&t
PREPARED BY
ANSCO &
ASSOCIATES
POLYGON NAME
SOULK
rSTRUCTURE NUMBER
006
STRUCTURE OWNER
AT&T MOBILITY
STRUCTURE ADDRESS
1399 FEDERAL WAY
SOUTHLAKE, TX 76092
STRUCTURE COORDINATES
LAT: 32.945424°
LONG: -97.131435°
DATE REVISIONS
PREPARED BY
APPROVEDBY: ANSCO & ASSOCIATES
DESIGNED BY: JUSTIN JONKER
PROJECT* 91000017265
SHEET NAME
DETAILED SITE PLAN
SHEET NUMBER
C-2
a ft
I—LA
M I
to
AERIAL MAP
NOT TO SCALE
PREPARED FOR
atm
PREPARED BY
NSCO &
SSOCIATES
POLYGON NAME
SOULK
rSTRUCTURE NUMBER
006
STRUCTURE OWNER
AT&T MOBILITY
STRUCTURE ADDRESS
1399 FEDERAL WAY
O
STRUCTURE FcooRDwX 76092
COORDINATES
LAT: 32.945424°
LONG: -97.131435'
DATE REVISIONS
PREPARED BY
APPROVEDBY: ANSCO & ASSOCIATES
DESIGNED BY: JUSTIN JONKER
PROJECT* 91000017265
SHEET NAME
AERIAL MAP
SHEET NUMBER
C-3
ANSCO REGISTRATION # 21064
100
99
98
97
96
95
94
93
PROPOSED UTILITY POLE
WITH CRAN EQUIPMENT
(NOT TO SCALE)
4'-3" 1 1 5-107-11'V-4" 8'-5" 39'-8"
PROPOSED 1 I
150' BEND 0 0
PROPOSED 90' BEND
0
EXISTING WATER SERVICE
(ACTUAL DEPTH TO BE
VERIFIED IN FIELD)
- PROPOSED 90' BEND
EXISTING STORM WATER PIPE
EXISTING WATER SERVICE (ACTUAL DEPTH TO BE
(ACTUAL DEPTH TO BE VERIFIED IN FIELD)
VERIFIED IN FIELD)
181.-7" 10'-1"
445' +/- POWER -
ROUTE (BY OTHERS)
0
\_
EXISTING STORM WATER PIPE
EXISTING WATER SERVICE (ACTUAL DEPTH TO BE
(ACTUAL DEPTH TO BE VERIFIED IN FIELD)
VERIFIED IN FIELD)
100
99
98
97
96
95
94
93
UTILITY PROFILE
-`� UTILITY POLE
N EQUIPMENT
SCALE)
NOT TO SCALE
ROUTE (BY OTHERS)
100
99
98
97
96
95
94
93
164'-3"
NOTE:
ALL DEPTHS AND ELEVATIONS ARE TO BE
VERIFIED IN FIELD BY CONTRACTOR.
EXISTING
UTILITY POLE
PROPOSED 90' BEND
15'-10"
100
99
98
97
96
95
94
93
PREPARED FOR
at&t
PREPARED BY
ANSCO &
ASSOCIATES
POLYGON NAME
SOULK
rSTRUCTURE NUMBER
006
STRUCTURE OWNER
AT&T MOBILITY
STRUCTURE ADDRESS
1399 FEDERAL WAY
SOUTHLAKE, TX 76092
STRUCTURE COORDINATES
LAT: 32.945424'
LONG: -97.131435°
DESIGN REVISIONS
DATE REVISIONS
PREPARED BY
APPROVEDBY:
ANSCO & ASSOCIATES
DESIGNED BY:
JUSTIN JONKER
PROJECT*
91000017265
SHEET NAME
UTILITY
PROFILE
SHEET NUMBER
C-4
ANSCO REGISTRATION # 21064
NOTE:
POLE SHOWN W/O OPTIONAL
ACORN LIGHT
POLE ELEVATION (FRONT) POLE ELEVATION (LEFT)
NOT TO SCALE NOT TO SCALE
ANNISTER
NA
I LAA RADIOS
,ON 2205
ALMENT AREA
EW BLACK METAL
T POLE
JUMPERS FROM
TENNA. ROUTED
HROUGH POLE
IERICSSON
ICEALMENT AREA
IIAN SIGN
ATION SIGN
N SIGN
I, SHEET C-141
PREPARED FOR
NOTE:
RADIO FREQUENCY WARNING SIGNS SHALL BE
PROVIDED AS PER APPLICABLE STANDARDS.
THE RADIO FREQUENCY WARNING SIGNS SHALL ����
INCLUDE INFORMATION REGARDING THE EMERGENCYmoo,
SHUT OFF LOCATIONS.
NOTE:
PROPOSED 25'-0' COMMSCOPE METAL METRO CELL 12 IN
INTEGRATED POLE 30 FT MAX WITH EQUIPMENT SHOWN IN THE
DETAILS IS ACCEPTABLE PER " STRUCTURAL FOUNDATION
CALCULATIONS FOR NEW 35'-0" 5G LIGHT -POLE WITH 12"OBASE
DESIGN FOR METROCELL (SSC -760239237)
VARIOUS SITES THROUGHOUT DALLAS MARKET AND THE STATE
OF TEXAS.
• PROPOSED PWR TPLX FEED SHALL BE
DELIVERED BURIED TO THE POLE
• PROPOSED AT&T FIBER FEED SHALL BE
DELIVERED BURIED TO THE POLE
KEY NOTES:
O1 DISCONNECT WITH OVERCURRENT PROTECTION
O 1-1/2" UV RESISTANT SCH. 80 PVC CONDUIT FOR AC POWER SERVICE TO
POWER METER.
3O 1-1/2" UV RESISTANT SCH. 80 PVC CONDUIT FROM POWER METER
EQUIPMENT.
® 3/4" NON—METALLIC FLEX CONDUIT FOR AC SERVICE FROM DISCONNECT TO
RRU's (TYP.).
ANSCO REGISTRATION # 21064
PREPARED BY
ANSCO &
ASSOCIATES
POLYGON NAME
SOULK
STRUCTURE NUMBER
�006�
STRUCTURE OWNER
AT&T MOBILITY
STRUCTURE ADDRESS
1399 FEDERAL WAY
SOUTHLAKE, TX 76092
STRUCTURE COORDINATES
LAT: 32.945424'
LONG: -97.131435'
PREPARED BY
APPROVEDBY: ANSCO & ASSOCIATES
DESIGNED BY: JUSTIN JONKER
PROJECT* 91000017265
SHEET NAME
POLE ELEVATION & DETAILS
SHEET NUMBER
C-5
�'4" �-- #4 TIES 0 18" O,C.
•�':
.r
(10) #4 VERTICALS EQUALLY SPACED
SECTION A
30"6x8'-2' REINFORCED
CONCRETE PIER (4) tY4"6x24" THREADED RODS W/
f GALVANIZED DBL. NUTS & 3"6
` p (MIN) WASHERS (18" MIN EMBED')
0 `M
x
i 1%s'xi'-4'x1'-4` BASE PLATE
PLAN PACK VOID TIGHT BETWEEN
Of 12"6 POLE BASE BOTTOM OF BASE PLATE AND
TOP OF CONCRETE PIER W/
BAS€ PLATE
(BY OTHERS) HIGH STRENGTH NON—SHRINK �/*
— GROUT (28 DAY 8,000 PSI) — — — - -
N
_17"o BOLT
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86
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(4) 15Je5"6 HOLES ! \
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4"6 WEEP HOLE
w OPTIONAL UTILITY (BY OTHERS) PSN
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3"
(BY I- c
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BASE PLATE TYP
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30"10 (10) #4 VERTICALS (WEEP HOLE)
ELEVATION ELEVATION
LIGHTPOLE PIER FOUNDATION DE -AIL SECTION g
SCALE: 3/8"=1'-O" SCALEI 1/2"=1'-0"
STEEL NOTES:
i
ALL STEEL SHALL aE CALVAN17ED PER ASTM A123 k CONFORM TO THE FOLLOWING MINIMUM SPECS.;
PLATE ASTM A572 GR.50. PIPE ASTM A53 GR.B, THREADED ROD ASTM F1554 GR,55
ALL BOLTS SHALL BE GALVANIZED PER ASTM A153 AND CONFORM TO ASTM A325 U.N.O. ALL BOLTED CONNECTIONS SHALL EE EQUIPPED WITH AN
APPROVED NUT --LOCKING DEVICE.
?.
ALL WELDING WORK SHALL CONFORM TO THE .AWS P1.1 STRIJCTJRAL WELDING CODE ALL WELDING SHALL dE PERFORMED BY CERTIFIED WELDERS
ONLY, WELDING ELECTRODES SHALL BE E70XXt
4,
ALL DETAILING, FABRICATION AND ERECTION OF STRLACTURAL STEEL SHALL CONFORM TO AISC 'SPECS AND CODES, LATEST EDITION.
AT H15 OWN DISCRETION, THE CONTRACTOR MAY SUBMIT DETAILED, ENGINEERED. COORDINATED AND CHECKED SHOP DRAWINGS FOR ALL STRUCTURAL
STEEL TO THE ENGINEER OF RECORD TO REVIEW FCR COMPLIANCE WITH DESIGN INTENT PRIOR TO THE START OF FABRICATION AND/OR EiECTION.
TOWERCOM IS ABSOLVED OF ALL LIABILITY ASSOCIATED WITH THE MISINTERPRETATION OF THE CONDUCTION DOCUMENTS IF CONTRACTOR CHOOSES NOT
TO SUBMIT SHOP DRAWINGS.
G.
TORCH—CUTTING OF ANY KIND SHALL NOT BE PERMTTED.
+'
ALL BOLTS SHALL BE TIGHTENED TO A "SNUG—TIGHT" CONDITION AS DEFINE; IN AIS[ 13TH EDITION. PAGE 16.2-46. SEOTM 8,1,
THE SNUG -TIGHTENED CONUITKIN IS DEFlN AS THE TIGHTNESS THAT IS ATTAIN WITH A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN
IRONW RKER USING AN ORDINARY SPUD WRENCH TO BRIM; THE CONNE�'MD 'PILES INTO FIRM CONFACT-
8.
NOTE':
ALL DIMENSIONS, SECTIONS AND DETAILS OF THE EXISTIP%G STRUCTURE ARE INCLUDED FOR INFORMATION PURPOSED ONLY- THE CONTRACTOR SHALL VERIFY
ALL RELEVANT INFORMATION PRIOR TO CONSTRUCTION OR FABRICATk N- FABRICATION AND/Did FIT -UP ISSUES ARE SOLELY THE RESPONSIBILITY OF THE
CONTRACTOR TO IDENTIFY PRIjQQ T^ THE START OF CONSTRUCTION. SHOULD THERE BE ANY DISCREPANCIES, ERRORS, OR OMISSIONS ON THIS SKETCH,
N G N R OF t CORD IM41E[11AT'ELY FOR R' S L OIv L N WORK 'HALL ACC Mhd'Q ATE E STING CGNO ONS.
EIESIGVED FOR:
,1ESIC:NEri 9r:J_EC"F
NAME SSC -760239237
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11/15/2017
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AZ - CA - CO - 10 - NM - NV - TX - UT
FOUNDATION SPECS
NOT TO SCALE
PREPARED FOR
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PREPARED BY
ANSCO &
ASSOCIATES
POLYGON NAME
SOULK
[STRUCTUREN
MEER
006
STRUCTURE OWNER
AT&T MOBILITY
STRUCTURE ADDRESS
1399 FEDERAL WAY
OSTRUCTURE FcooRDwX 76092
COORDINATES
LAT: 32.945424°
LONG: -97.131435°
DESIGN REVISIONS
DATE REVISIONS
PREPARED BY
APPROVED BY: ANSCO & ASSOCIATES
DESIGNED BY: JUSTIN JONKER
PROJECT #: 91000017265
SHEET NAME
FOUNDATION SPECS
SHEET NUMBER
C-6
EXISTING
FRONT
0
PHOTO SIMULATION # 1
WITHOUT ACORN LIGHT
PROPOSED
FRONT
.i
14
PREPARED FOR
at&t
PREPARED BY
NSCO&
SSOCIATES
r POLYGON NAME
SOULK
rSTRUCTURE NUMBER
006
STRUCTURE OWNER
AT&T MOBILITY
STRUCTURE ADDRESS
1399 FEDERAL WAY
SOUTHLAKE, TX 76092
STRUCTURE COORDINATES
LAT: 32.945424°
LONG: -97.131435'
DESIGN REVISIONS
DATE REVISIONS
PREPARED BY
APPROVED BY: ANSCO & ASSOCIATES
DESIGNEDBY: JUSTIN JONKER
PROJECT#: 91000017269
SHEETNAME
PHOTO SIMULATION # 1
[SHEETNUMBER
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RIGHT
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PHOTO SIMULATION # 2
WITHOUT ACORN LIGHT
PROPOSED
RIGHT
PREPARED FOR
a t & t
PREPARED BY
NSCO &
SSOCIATES
POLYGON NAME
SOULK
rSTRUCTURE NUMBER ---]
006
STRUCTURE OWNER
AT&T MOBILITY
STRUCTURE ADDRESS
1399 FEDERAL WAY
SOLITHLAKE, TX 76092
STRUCTURE COORDINATES
LAT: 32.945424'
LONG: -97.131435°
DESIGN REVISIONS
DATE REVISIONS
PREPARED BY
APPROVEDBY: ANSCO & ASSOCIATES
DESIGNED BY: JUSTIN JONKER
PROJECT*: 91000017269
SHEETNAME
PHOTO SIMULATION k 2
SHEET NUMBER
c -a
leme
i
EXISTING
FRONT
PHOTO SIMULATION # 3
WITH SIDEARM ACORN LIGHT
� A
PROPOSED
FRONT
s
PREPARED FOR
I at &t
PREPARED BY
NSCO &
SSOCIATES
POLYGON NAME
SOU LK
rSTRUCTURE NUMBER
006
STRUCTURE OWNER
AT&T MOBILITY
STRUCTURE ADDRESS
1399 FEDERAL WAY
SOUTHLAKE, TX 76092
STRUCTURE COORDINATES
LAT: 32.945424°
LONG: =97.131435°
DATE I REVISIONS
PREPARED BY
APPROVEDBY: ANSCO & ASSOCIATES
DESIGNEDBY: JUSTIN JONKER
PROJECT#: 9100001726$
SHEET NAME
PHOTO SIMULATION # 3
[SHEET
NUMBER
C-9
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PHOTO SIMULATION # 4
WITH SIDEARM ACORN LIGHT
PROPOSED
RIGHT
PREPARED FOR
a t & t
PREPARED BY
NSCO &
SSOCIATES
POLYGON NAME
SOU LK
rSTRUCTURE NUMBER
006
STRUCTURE OWNER
AT&T MOBILITY
STRUCTURE ADDRESS
1399 FEDERAL WAY
SOUTHLAKE, TX 76092
STRUCTURE COORDINATES
LAT: 32.945424°
LONG: -97.131435'
DESIGN REVISIONS
DATE REVISIONS
PREPARED BY
APPROVED BY: ANSCO & ASSOCIATES
DESIGNEDBY: JUSTIN JONKER
PROJECT#: 91000017265
SHEET NAME
PHOTO SIMULATION /j 4
[SHEET NUMBER
C-10
4r
4b -.014
imalb
EXISTING
FRONT
PHOTO SIMULATION # 5
WITH TOP MOUNTED ACORN LIGHT
-.*
C-1
PROPOSED
FRONT
PREPARED FOR
at&t
PREPARED BY
NSCO &
SSOCIATES
POLYGON NAME
SOULK
rSTRUCTURE NUMBER
006
STRUCTURE OWNER
AT&T MOBILITY
STRUCTURE ADDRESS
1399 FEDERAL WAY
SOUTHLAKE, TX 76092
STRUCTURE COORDINATES
LAT: 32.945424'
LONG: -97.131435°
DESIGN REVISIONS
DATE REVISIONS
PREPARED BY
APPROVED BY: ANSCO & ASSOCIATES
DESIGNED BYE JUSTIN JONKER
PROJECT#: 91000017265
SHEET NAME
PHOTO SIMULATION # 5
r SHEET NUMBER
C-1
ft.
C V 107 NI r'
KIIJN I
PHOTO SIMULATION # 6
WITH TOP MOUNTED ACORN LIGHT
-PROPOSED-
RIGHT
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PREPARED BY
NSCO &
SSOCIATES
POLYGON NAME
SOULK
rSTRUCTURE NUMBER
006
STRUCTURE OWNER
AT&T MOBILITY
STRUCTURE ADDRESS
1399 FEDERAL WAY
SOUTHLAKE, TX 76092
STRUCTURE COORDINATES
LAT 32.945424°
LONG: -97.131435°
DESIGN REVISIONS
DATE REVISIONS
PREPARED BY
APPROVEDBY: ANSCO & ASSOCIATES
DESIGNEDBY: JUSTIN JONKER
PROJECT#: 91000017265
SHEET NAME
PHOTO SIMULATION N 6
[SHEET
NUMBER
C-12
POLE
BARE #6 SOLID
GROUND WIRE
NIZ
IF A SINGLE GROUND ROD DOES NOT HAVE A
RESISTANCE TO GROUND OF 25 OHMS OR LESS, IT 5/8" x 8'
SHALL BE SUPPLEMENTED BY AN ADDITIONAL GROUND ROD
GROUND ROD. SEPARATION BETWEEN GROUND 24"-36"
RODS MUST BE AT A MINIMUM DISTANCE OF 8'.
GROUND ROD DETAILS
EQUIPMENT
BRACKET
CONDUIT FOR EARTH GROUND
TO SMALL CELL BRACKET
5/8" x 8'
GROUND ROD
BARE #6 SOLID
GROUND WIRE
'8" GROUND ROD CLAMP
TH SHEAR HEAD
5/8" x 8'
GROUND ROD
CONNECTION TO GROUND ROD
ANTENNA
NECT
CONDUIT FOR EARTH GROUND
TO POWER METER
GROUNDING SCHEMATIC
GROUNDING DETAILS
NOT TO SCALE
GROUND LUG
COMPRESSION LONG
BARREL
CONNECTOR
BLOCK
BARE #6 SOLID
GROUND WIRE
(TYP.)
.MULTIPLE GROUND CONNECTIONS
ERICSSON AC GROUNDING
DOUBLE LUG
COMPRESSION LONG
BARREL
CONNECTOR
BARE #6 SOLID
GROUND WIRE
CONNECTION TO EQUIPMENT BRACKET
THROUGH AC
ROUND LUG
PREPARED FOR
a t & t
PREPARED BY
NSCO
Sso!ES
r POLYGON NAME
SOULK
rSTRUCTURE NUMB ER
006
STRUCTURE OWNER
AT&T MOBILITY
STRUCTURE ADDRESS
1399 FEDERAL WAY
SOUTHLAKE, TX 76092
STRUCTURE COORDINATES
LAT: 32.945424°
LONG: -97.131435°
DESIGN REVISIONS
DATE REVISIONS
PREPARED BY
APPROVED BY: ANSCO & ASSOCIATES
DESIGNED BY: JUSTIN JONKER
PROJECT#: 91000017265
SHEET NAME
GROUNDING DETAILS
SHEET NUMBER
ANSCO REGISTRATION # 21064 C-13
A CM , !ON
ATRT operates anlennas on this stricture.
BEYOND I HIS POINT radia frequency (A)
flelcs may exceed the 1" orcupalional limits.
;
FOLLOW SAFETY GUIDELINES FOR
WORKING IN AN RF ENVIRONMENT.
Contact A t& t at BOU-838-2822 and Hollow Its
instructions prior to working wttllin TWO (2)
feel at AT&T's antennas.
THIS IS AT&T Site
am
4"
AT&T Mobility operates teIrcornmunications
antennas at or near the top of this
structure.
Obey guidance contained in additional
signage near antennas.
Contact AT&T Mobility at 840-638-2822 for
further information regarding AT&T
Mobility's antennas.
This is AT&T Mobility site
' atact
IN
CO
6.
The custodian of this station license
is AT&T Mobility
fccmw@att.com 1-855-599-7073
.� atA
;
AT&T WARNING SIGNS
NOT TO SCALE
PREPARED FOR
at&t
�, 9-F �
PREPARED BY
11 NSCO &
SSOCIATES
POLYGON NAME
SOU LK
rSTRUCTURE NUMB ER
006
STRUCTURE OWNER
AT&T MOBILITY
STRUCTURE ADDRESS
1399 FEDERAL WAY
SOUTHLAKE, TX 76092
STRUCTURE COORDINATES
LAT: 32.945424°
LONG: -97.131435°
DATE REVISIONS
PREPARED BY
APPROVED BY: ANSCO & ASSOCIATES
DESIGNED BY. JUSTIN JONKER
PROJECTn: 91000017265
SHEET NAME
SIGNAGE DETAILS
SHEET NUMBER
C-14
E// Pico — urban/suburban
#?+ A
ui s N
A A
ANSCO & ASSOCIATES
DESIGNED BY:
JUSTIN JONKER
RET
TYPICAL PLUMBING DIAGRAM
NOT TO SCALE
PREPARED FOR
at&t
PREPARED BY
NSCO &
A \A
SSOCIATES
POLYGON NAME
SOULK
rSTRUCTURE NUMBER
006
STRUCTURE OWNER
AT&T MOBILITY
STRUCTURE ADDRESS
1399 FEDERAL WAY
SOUTHLAKE, TX 76092
STRUCTURE COORDINATES
LAT: 32.945424°
LONG: -97,131435°
DESIGN REVISIONS
DATE REVISIONS
PREPARED BY
APPROVEDBY:
ANSCO & ASSOCIATES
DESIGNED BY:
JUSTIN JONKER
PROJECT#:
9100001726$
SHEET NAME
TYPICAL PLUMBING DIAGRAM
[SHEETNUMBER
C-15
0
C
A
3
2
CANISTER ANTENNA
3saO"(10IN DIA X24 IN TALL SHOWN)
29E9" I ANTENNA MOUNT OPTION (INSIDE CONCEALMENT)
RAD CENTER "' IN PART NUMBER
OPTIONAL LUMtNAiRF ARM (ATTACHMENT PRESENT
p BOTH SIDES, COVER PLATES PROVIDED WHEN NOT USED)
250"
24'0" L '^ LAA/CBRS RADIO CONCEALMENT MODULE
POLE
TRANSITION
COVER
016"
8
012.0 BASE—
�If�ll
40" METER
0
ANTENNA ACCESS PORT HOLE (INTERNAL a -HOOK
PRESENT FOR CABLE SUPPORT OPTIONS)
ACCESS PO RT FOR 5G OR
SMART CITIES DEVICES
_a
C
WIRELESS
EQUIPMENT POWER METER
ACCESS
I -
MAIN DISCONNECT
ACCESS -II 4X 0 1.25 ANCHOR
AC LOAD CENTER BOLTS ON 17" BC
_r
ACCESS 17
POWER AND WIRELESS
—I EQUIPMENT BASE MODULE a
16 m 0
INPUT ACCESS PORT
(GROUND BAR LOCATED SASEFLArfMOUNTING
BEHIND PORT)
ANTENIUA AADUHT OPTIONS CQL!QR QETIONS
('x" IN FART NUMBER) ("v" IN PART NUIMBER]
'A" BIN DIA {VV5SP. GAMMA NU ) GALV PALE/LIGHT GREY COMPONENTS
"B" 12IMDIA (NNVVSSP) "M"LIGHT GREY (RAL 7035)
r W IOIN DIA (GALT P64W, GQ2140 7GREEN (RAL 6005)
' K" 14-15IN DIA (AMP. GALT) '7BLACK
C7' 14.151N DIA (GAMMA Nu "'4' BROWN {RAL 90141
"5" BEIGE -GREY (RAL 7006)
A A 7'METALLIC SILVER
1 "W"'PURE WHILE
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POLE SPECIFICATIONS
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commsc PE
PREPARED FOR
at&t
PREPARED BY
AlkNSCO &
ASSOCIATES
r POLYGON NAME
SOULK
[STRUCTURE
NUMBER
006
STRUCTURE OWNER
AT&T MOBILITY
STRUCTURE ADDRESS
1399 FEDERAL WAY
SOUTHLAKE, TX 76092
STRUCTURE COORDINATES
LAT: 32.945424°
LONG: —97.131435'
DESIGN REVISIONS
DATE REVISIONS
PREPARED BY
APPROVED BY: ANSCO & ASSOCIATES
DESIGNED BY: JUSTIN JONKER
PROJECT#: 91000017269
SHEET NAME
EOUIPMENT SPECIFICATIONS
SHEET NUMBER
C-16
PERFORAlfP
PER NAA
vEN1±LM1>PON
VREA(ON ST
AREA ON STRl1CiI.PFF
AREA ON D00k
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ACJIVf RAW E4LdoMEW7 SFC7JON
ERC+CRU 27e 1.122V22W.W AON
—1.1l a,-
commsc PE
PREPARED FOR
at&t
PREPARED BY
AlkNSCO &
ASSOCIATES
r POLYGON NAME
SOULK
[STRUCTURE
NUMBER
006
STRUCTURE OWNER
AT&T MOBILITY
STRUCTURE ADDRESS
1399 FEDERAL WAY
SOUTHLAKE, TX 76092
STRUCTURE COORDINATES
LAT: 32.945424°
LONG: —97.131435'
DESIGN REVISIONS
DATE REVISIONS
PREPARED BY
APPROVED BY: ANSCO & ASSOCIATES
DESIGNED BY: JUSTIN JONKER
PROJECT#: 91000017269
SHEET NAME
EOUIPMENT SPECIFICATIONS
SHEET NUMBER
C-16
gamma nu
I!11!1111r rIE/{I1r61Mi
1. Antenna Spec Sheet
Antenna for Advanced Mobile Communication opamma nu
Frequency Range
Connector Type 8 Quantity
1695-2400
3550-3700
5150-55925
Gain (dBi)
Bottom
Antenna Dimension (H x D)
9.0
5.5
5.5
HPBW (-)
12.0 1 5.5
Wind Load ((&_100 mph)
360
360
360
Model No.
150
ed)
OYZ9X360F70
Lightning protection
Direct Ground
Radorne (Calor)
Gray
Product Environmental compiiance
Frequency Range
(MHz)
1695-1850
1850-1910 1910-2180 2300-2360
3550-3700
5150-5925
Gain
fdBh
8.0
8.5
9.0
8.5
5.5
5.5
Horizontal Pattern:
Azimuth Beam width
(°?
360
360
360
360
360
360
Gain OMNI Deviation
(dB)
3.5
5
5
5
6
7
Cross Polar Discrimination at Boresight
(dB)
15
15
15
15
8
6
Vertical Pattern:
Elevation Beam width
(')
20
18
17
16
33
22
First Upper Side Lobe
11
11
11
11
8
9
Suppression
(dB)
Fixed Down Tilt (Factory setting)
0, 5 (optional)
In -Bard Cross Polar Ports Isolation
(dB)
20
20
20
20
20
20
Inter -Band Ports Isolation
(dB)
25
25
25
25
25
25
VSWfi
- 1.5: 1 fTYlr)
rt 1.5: 1(Typ.)
1.7 : 1(Max.)
Polarization
+45
s 45
+46
+45
45
t 45
Intermodulation IM3
(dBc)
-153
-
-
Impedance
(Q)
50
Max. Effective Power pet Port
100
1170
100
Values based on NGMN-P-BASTA requirements
Mechanical Sperflications
Connector Type 8 Quantity
4.3-10 x 4 4.3-1.3 x 4 4.3-10 x 2
Connector Position
Bottom
Antenna Dimension (H x D)
(inch 1
Rini)
23.6 x 0 7.9 I 600 X 0 200
Weight (without Mounting Kit)
(1b) kg)
12.0 1 5.5
Wind Load ((&_100 mph)
(N}
142
Max. Wird Speed (Survival Wind Spe
(mph)
150
ed)
Lightning protection
Direct Ground
Radorne (Calor)
Gray
Product Environmental compiiance
ROHS compliant
Antenna for Advanced Motile Communication
2. Antenna Pictures
ANTENNA SPECIFICATIONS
NOT TO SCALE
� a t & t
PREPARED BY
NSCO8c
SSOCIATES
r POLYGON NAME
SOULK
rSTRUCTURE NUMBER
006
STRUCTURE OWNER
AT&T MOBILITY
STRUCTURE ADDRESS
1399 FEDERAL WAY
SOUTHLAKE, TX 76092
STRUCTURE COORDINATES
LAT: 32.945424'
LONG: —97.131435'
DESIGN REVISIONS
DATE REVISIONS
PREPARED BY
APPROVED BY: ANSCO & ASSOCIATES
DESIGNEDBY: JUSTIN JONKER
PROJECT#: 91000017265
SHEET NAME
EQUIPMENT SPECIFICATIONS
r SHEET NUMBER
C-17
RADIO 2203
T..—Re b 2203 es part of era!
icashn Rada System p0mdi4.
Rad'lo 2243 has best n class
design, swspn0r redo p.m.�Tenoe
an4"'ff—y anon a rumen
—4— 3GP radio
proGurls.
Rada 2M M.. by use 0145 smaa
ant -m dap,h supp.d ror a
'we rang. at mounting ecenar0e
a SMs aa�nneonrg 11-01Iuy
rritlan r;s product[ -2-1 Wid,rhe
Radom 22.33. E -.,—.when ins
mind *db MMrdw W bee—
p wren
eex.4e thus maNlnp II Oaa+er
Man .rnr'. mak. ;mall and
eK ba1-11. and hobwd miu0
radio msialiaeorns.
ins Red* 2203..Ppw
Ineblbllans with mbgrabd 0s
W-1antenn0 sysiame and can
hr u—m a1 n.v.matle opllral CPRI
I.IOdaCe he L0n�0510d is a111' Or IM
ee5clen! Ed— M
WCDMA to LTE mhpulae hr u4d 01
alar nr. a40 p.mlq..wne
sup. nNrv6 +nub eedw and mule
namT
Rapes 2218 eappp WCOMA and
LTE wish sees duPea TXRX
NrarwM. The Rad* 2203 s Mnnl
-1a a WCGMA rartleri Gr W MHz
LT£ as rya as WCOk4A a+* LTE
maoh...rg_w
0
ERIGSSfJN
On Vie nen We you ase a "M 01 me Rad* 220a
Radio 2203
FREQUENCY BANDS
MMMed 00 aUmPhob. The pgdure aide k show's
B.M.:
3GPP Bands 01 (W&J, B3 ¢), 63C (WIL), 68 (M1L), BMA ^Lj. 135
bacx vand ft pad* 2213, 1hh e.PW eyslmn1n -0
(WI). BZB25 IWIL., 812( S, B 13(LY and 87 (L),
HVI CAPACITY
ft r.b mount and ppb mount am ereegralad.
Carriw capaciTy WCOMA:
LL
T e J)rJr.A Sr•eT:if Talions
Radio 2203
FREQUENCY BANDS
B.M.:
3GPP Bands 01 (W&J, B3 ¢), 63C (WIL), 68 (M1L), BMA ^Lj. 135
(WI). BZB25 IWIL., 812( S, B 13(LY and 87 (L),
HVI CAPACITY
Carriw capaciTy WCOMA:
Up W 4 mmem
Camey capacity LTE:
Up W 40 MHz
IBW:
B1, 63 and B66A 4S MHz. 62!625 and 87 40 MHz. 63C, 68, e6, B12
and1313 Full band
MIMO:
Yes. 27+2R
0.1pu1.Ower.
Up 102 x 5 W
INTBRFACE SPECIFICATIONS
Ammar arms:
2 x.4.3.10 if)
CPRI.
2 x 2. Wla GODS (0x0ang"1OI* SFP Ingdulasl
OpalGel mdKainrS
Ekternal alnanS
2
F,ald n—hd
1
MECHANICAL SPECIFICATIONS
W x H z O:
200 mm x 200 mm x 100 mm, includeng —ling brackel and esthellc
ream rpver
WaighL
14.5 kq
Vptume:
4 1
Mh hng:
Well and pd lnwht
ELECTRICAL SPECIFCATIONS
Power Seopply:
48 VOC pr 100- 250 VAC
ENVIRONMENTAL SPECIFICATIONS
Normal apae"1" 1emp,:
•40'C Ib •55'C (Opld Stan al 4Q C)
Relatinh Hurnkply
5 • 10048
EnvirdnT4anl:
Outdhr dlim wilh IP05
ERICSSON RRU-2203 DETAIL
NOT TO SCALE
I
RADIO 2205 LAA GRAN Project
) Unlicensed hand in 5GHz (515OMHz-5875MHz)
> 3GPP: B46AJD
> IBW:60MHz
> Up to 3 LTE carriers 20MHz
> Support 2TX/2RX
> Output Power:
> 2 x 500mW
> Up to +36dBm. EIRP with internal antenna
> Size: 4L Taft
> Weight: 4Kg
> 2X1 OG CPRI
> Power supply: AC or DC
ERICSSON RRU-2205 DETAIL
NOT TO SCALE
PREPARED FOR
at&t
r PREPARED BY
NSCO &
SSOCIATES
POLYGON NAME
SOULK
rSTRUCTURE NUMBER
006
STRUCTURE OWNER
AT&T MOBILITY
STRUCTURE ADDRESS
1399 FEDERAL WAY
SOUTHLAKE, TX 76092
STRUCTURE COORDINATES
LAT: 32.945424°
LONG: -97,131435°
DATE REVISIONS
PREPARED BY
APPROVEDBY: ANSCO & ASSOCIATES
DESIGNEDBY: JUSTIN JONKER
PROJECT#: 9100001726$
SHEET NAME
EQUIPMENT SPECIFICATIONS
[SHEET
NUMBER
C-16
Product datasheet Q02100BRRB
Characteristics
51a
SCF
rtige
IN
5'r
B
hHcZ'
Schneider 1I
Electric
MAIN DISCONNECT DETAIL
NOT TO SCALE
Product datasheet Q0816LIOORB
Characteristics LOAD Center QO MLO 240V 100A 1 PH 8SP
Main
Product or component type Load Center
Range of product
Main
Load center type
Main lugs
Product or component type Enclosure
100A
Number a1 spaces
Range of product 00
Short-circuit Current
10 kA
Enclosure type Enclosure
16
Number of tandem circuit
breakers
Line Rated Current 100 A
Phase
1phase
Number of spaces 2
120!240 V AC
Short-circuit current 22 kA
5
Material
Number of circuits 2
/
Number of tandem circuit 0
ti
Surface finish
breakers
Box number
Phase 1phase
Complementary
UL listed
. f
goo
NEMA degree of pro lection
NEMA 3R outdoor
3f
Cover type
Surface cover
F
4
Device composition
Grounding bar (ordered separately)
n
Material
Tin plated copper busbar
FE
Enclosure material
Welded galvannealed steel
tqz
Surface finish
Baked enamel grey
IX dI
Box number
10R
Product certifications
UL listed
2
Height
13.19 in (335 mm)
a
Offer Sustainability
Width
$.93 in (1 T6 mm)
Compliant - since 1423 - Schneider Electric declaration
Compliant - since 1423 - Schneider Electric declaration of conformity
�r
Environment°p$
*3
Reference not containing SVHC above the threshold
Reference not containing SVHC above the threshold
49 L+
Offer Sustainability
is
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Available
9
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Not Green Premium
ke
N R
product
product
$
Compliant - since 1423 - Schneider Electric declaraLon
Compliant - since 1423 - Schneider Electric declaration of conformity
8 g
of conformity
c'
Available
Availablei
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Need no specific recycling operations
Need no specific recycling Operations
*$
fs
WARNING: This product can expose you to chemicals
Inducting:
WARNING: This product can expose you to chemicals including:
$
For more information go to www.p65warnings.ca.gov
For more information go to www-p65warnings.ca.gov
a
e
Lead and lead compounds which is known to the State
Lead and lead compounds which is known to the Slate of California to cause cancer
rJ
of California to cause cancer and birth defects or other
and birth defects or other reproductive harm.
i
reproductive harm.
a
1.0
For more information go to www.p$5warnings.ca.gov
FOr more information go to www.p85warnings.Oa.gov
O
itg
Contractual �4arraniv
H -11I
Schneider
�[ [I IC
period
18 months
EWarranty
M 8i;
51a
SCF
rtige
IN
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B
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Schneider 1I
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MAIN DISCONNECT DETAIL
NOT TO SCALE
Product datasheet Q0816LIOORB
Characteristics LOAD Center QO MLO 240V 100A 1 PH 8SP
Main
Product or component type Load Center
Range of product
00
Load center type
Main lugs
Line Ratec Current
100A
Number a1 spaces
8
Short-circuit Current
10 kA
Number ofcircuIIs
16
Number of tandem circuit
breakers
8
Phase
1phase
System Voltage
120!240 V AC
Complementary
AWG,gauge AWG 8_.AWG i (aluminiumfoopper)
S
NEMA degree of protection
NEMA 3R outdoor
Golfer type
Surface cover
Electrical connection
Lugs
Device composifion
Grounding oar (ordered separately)
Electrical connection
Lugs
Wiring configuration
3 -wire
a ldpr
5
Material
Tin plated aluminium bulbar
Enclosure material
Welded gaIvan nealed steel
ti
Surface finish
Baked enamel grey
Box number
2R`:
Product certifications
UL listed
. f
goo
Height
12.94 in (321 mm)
S,_B n
Width
8.9 in (226 mm)
o
g4-�L
to s
FE
tqz
Environment
IX dI
a
Offer Sustainability
Green Premium product
Green Prenium product
Compliant - since 1423 - Schneider Electric declaration
Compliant - since 1423 - Schneider Electric declaration of conformity
gapt
g $
Of conformity
*3
Reference not containing SVHC above the threshold
Reference not containing SVHC above the threshold
is
Available
Available
9
Need no specific recycling operations
Need no specific recycling operations
ke
N R
WARNING: This product canexpose you to chemicals
WARNING: This product can expose you to chemiCSis including:
a
� o
F
including:
8_
>8ffi�F
Lead and lead compounds which is known to the State
Lead and lead oornpounds which is known to the State of Califorva to cause cancer
L a ay.
of California to cause cancer and birth defects or other
and birth defects or other reproductive harm.
g�
reproductive harm.
op
For more information go to www.p65warnings.ca.gov
For more information go to www-p65warnings.ca.gov
a
e
S
Sc y
Cuv
Conlrilctunl watumlly
Warranty period
18 months
O
4 �YJV,
ynG�i
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Schneider
�[ [I IC
AC LOAD CENTER Q0816L100RB DETAIL
NOT TO SCALE
PREPARED FOR
at&t
PREPARED BY
ANSCO &
ASSOCIATES
POLYGON NAME
SOULK
rSTRUCTURE NO BER
006
STRUCTURE OWNER
AT&T MOBILITY
STRUCTURE ADDRESS
1399 FEDERAL WAY
SOUTHLAKE, TX 76092
STRUCTURE COORDINATES
LAT: 32.945424°
LONG: —97.131435°
DESIGN REVISIONS
DATE REVISIONS
PREPARED BY
APPROVEDBY: ANSCO & ASSOCIATES
DESIGNEDRY: JUSTIN JONKER
PROJECT#: 91000017265
SHEET NAME
EOUIPMENT SPECIFICATIONS
[SHEET
NUMBER
C-19
F.,T*N
Powering Bcrsiness Worldwrdv
Eaton) meter socket
UTRS502BCH
UPC : 782 1 1 3684024
Dimensions.
• Height: 14 IN
• Length. 4.38 IN
• Width: 8 IN
Weight:10 LB
Warranties:
• f=awn Selling Policy 25-000, one (1) year from
the date of installation of the Product or
eighteen (18) months from the date of shipment
of the Product, whichever occurs first.
Specifications:
• Type: Single -position residential service
• Amperage Rating: 150A
• Feed Type: Overhead
• Hub Type: 3-5116 in hub opening
• )vine: #8-250 kcmil
• Number Of Jaws: Four -jaw
• Phase: Single-phase
• Number Of Sockets: 1
• Number Of Wires: Three -wire
• Security: Ringless
• Voltage Rating: 600V
Supporting documents:
• Dimensional Drawing - SKT 150A 1P HO
• Eatons Volume 1 -Residential and Light
Commercial
• Single Meter Sockets
• Metering Equipment - Utilities Servicing Texas
Certifications:
• UL Listed
Product compliance: No Data
POWER METER UTRS502BCH DETAIL
NOT TO SCALE
pe.eatcn.com
PREPARED FOR
JV at&t
PREPARED BY
NSCO &
SSOCIATES
POLYGON NAME
SOULK
rSTRUCTURE NUMBER
006
STRUCTURE OWNER
AT&T MOBILITY
STRUCTURE ADDRESS
1399 FEDERAL WAY
SOUTHLAKE, TX 76092
STRUCTURE COORDINATES
LAT: 32.945424'
LONG: -97.131435'
DESIGN REVISIONS
DATE REVISIONS
PREPARED BY
APPROVEDBY.
ANSCO & ASSOCIATES
DESIGNEDBY:
JUSTIN JONKER
PROJECT#:
9100001726$
SHEET NAME
EQUIPMENT
SPECIFICATIONS
SHEET NUMBER
c -2o
GENERAL CONSTRUCTION
THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT
56,
61.
ALL JUMPERS TO THE ANTENNAS SHALL BE 1/2" DIA. LDF AND SHALL NOT EXCEED 6'-0".
PREPARED FOR
1.
FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY:
28,
ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE
LABELING STANDARD" ND -00027 LATEST VERSION.
GENERAL CONTRACTOR -
ANSCO & ASSOCIATES
SITE AND DISPOSED OF IN A LAWFUL MANNER.
62.
ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT
CONTRACTOR: (CONSTRUCTION)
DESIGNEDBY:
JUSTIN JONKER
25.
DISTANCES NOT TO EXCEED 4'-0" OC.
57.
ALL JUMPERS TO THE ANTENNAS SHALL BE 1/2" DIA. LDF AND SHALL NOT EXCEED 6'-0".
OWNER - AT&T
29.
ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS
^ + n
SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO
63.
CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND
A ` JNA
2.
ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS.
TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE,
PAYMENT.
GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT.
3.
GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING
30.
CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -BUILT REDLINES TO THE GENERAL CONTRACTOR UPON
64.
CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE.
THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW OR ICE
COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT.
IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS.
WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT&T STANDARDS.
SHEET NAME
FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT
SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT,
PREPARED BY
THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES
31.
CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION.
GENERAL CABLE AND EQUIPMENT NOTES
59.
CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL.
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
32
STRUCTURES LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT&T
CONSTRUCTION NOTES
27.
THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD
65.
CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, AND COAX CONFIGURATION, MAKE
fil ^O
4,
ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,
CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM
AND MODELS PRIOR TO INSTALLATION.
NSC
NS
REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH
ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE
33.
NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED.
66.
ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER MANUFACTURER'S
SHEET NUMBER
PERFORMANCE OF WORK.
PRE -APPROVED BY THE LOCAL JURISDICTION.
RECOMMENDATIONS.
ASSOCIATES
C-21
34.
ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION
5.
ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS
AT&T AT&T MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRELESS
"TECHNICAL
67.
CONTRACTOR SHALL REFERENCE THE STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CABLE
AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS.
SITES" AND SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT BETWEEN THE
DISTRIBUTION/ROUTING.
POLYGON NAME
CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN.
6.
UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND
SOULK
LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.
35.
CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR
68.
ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE RET CONNECTORS, USING
CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR
BUTYL TAPE AFTER INSTALLATION AND FINAL CONNECTIONS ARE MADE. BUTYL TAPE SHALL HAVE A MINIMUM OF
7.
PLANS ARE NOT TO SCALED. THESE PLANS ARE INTENDED TO BEA DIAGRAMMATIC OUTLINE ONLY UNLESS
IMMEDIATELY.
ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL BE WRAPPED THREE TIMES.
STRUCTURE NUMBER
OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN
WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCKLING. BUTYL BLEEDING IS NOT ALLOWED.
006
EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS,
36.
CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS.
SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE
69.
IF REQUIRED TO PAINT ANTENNAS AND/OR COAX:
STRUCTURE OWNER
RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
37.
INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE
A.
TEMPERATURE SHALL BE ABOVE 50°F.
DETAILS ARE INTENDED TO SHOW DESIGN INTENT, MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR
SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR
8.
PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD.
CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER
PROCEEDING WITH CONSTRUCTION.
C.
FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED.
PRIOR TO PROCEEDING WITH WORK.
D.
DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS.
AT&T MOBILITY
38.
ALL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.
8.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S
70.
ALL PROPOSED GROUND BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT GROUND BAR
RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.
ANTENNA MOUNTING
DOWNLEADS A MINIMUM DISTANCE OF 4'-0" BELOW GROUND BAR. TERMINATIONS MAY BE EXOTHERMIC OR
STRUCTURE ADDRESS
COMPRESSION.
9.
IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL1399
39.
DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TLA-222 OR APPLICABLE
FEDERAL WAY
PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING.
LOCAL CODES.
71
ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER MANUFACTURER'S
SOUTH LAKE, TX 76092
SPECIFICATION & RECOMMENDATIONS.
10.
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDINGSTRUCTURE
40.
ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC
COORDINATES
OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFIRM TO
(HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS NOTED OTHERWISE.
ROW
STAND ALONE CONSTRUCTION NOTES
ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION.
LAT: 32.945424'
41.
ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153
72•
NO BOLT THREADS TO PROTRUDE MORE THAN 1-1/2" [.038M].
11.
GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES.
"ZINC
LONG: -97.131435'
-COATING (HOT -DIP) ON IRON AND STEEL HARDWARE", UNLESS NOTED OTHERWISE.
73.
90 SHORT SWEEPS UNDER ANTENNA ARM. ALL CABLES MUST ONLY TRANSITION ON THE INSIDE OR BOTTOM OF
12.
ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE
ARMS
(NO CABLE ON TOP OF ARMS).
WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS
42.
DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780.
DESIGN REVISIONS
INDICATED ON THE DRAWINGS.
43.
ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND SHALL BE TORQUED TO
74.
USE 90 CONNECTOR AT CABLE CONNECTION TO ANTENNAS.
13.
SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION.
MANUFACTURER'S RECOMMENDATIONS.
75.
PLACE GPS ON ARM WITH SOUTHERN SKY EXPOSURE AT MINIMUM 6' [1.83] FROM TRANSMIT ANTENNA, WHICH IS
CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS.
"
44.
CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND GROUNDING.
24 [ ] AWAY FROM CENTER OF POLE.
61M
14.
THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR
SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR
45.
NOT USED.
76.
USE 1/2" [.013M] CABLE ON ANTENNAS UNLESS OTHERWISE SPECIFIED.
TO BEGINNING CONSTRUCTION.
46.
PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA
77.
FILL VOID AROUND CABLES AT CONDUIT OPENING WITH FOAM SEALANT TO PREVENT WATER INTRUSION.
15.
CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO
MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM TRUE
COMMENCEMENT OF WORK.
NORTH AND BE ORIENTED WITHIN +/- 5% AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS SHALL BE WITHIN +/-
DISCONNECT, METER, AND ANTENNA BOXES MUST BE INSTALLED IN ACCORDANCE WITH CONSTRUCTION STANDARD
0.5% AS DEFINED BY THE RFDS. REFER TO ND -00246.
103-235, "SUPPLY AND COMMUNICATION EQUIPMENT"
16.
THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES.
ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER.
TORQUE REQUIREMENTS
SEE
ONCOR STANDARD SHEETS 103-106, 103-115, AND 103-116 FOR ADDITIONAL REQUIREMENTS.
17.
THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION.
47.
ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH.
THE
DESIGN AND MOUNTING REQUIREMENTS OF ALL ANTENNAS MUST BE APPROVED BY ONCOR ELECTRIC DELIVERY -
DISTRIBUTION STANDARDS PRIOR TO INSTALLATION.
18.
GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE
48.
ALL RF CONNECTIONS, GROUNDING HARDWARE AND ANTENNA HARDWARE SHALL HAVE A TORQUE MARK INSTALLED
SITE AND/OR BUILDING.
IN A CONTINUOUS STRAIGHT LINE FROM BOTH SIDES OF THE CONNECTION.
ANTENNAS SHALL BE INSTALLED ON TANGENT POLES ONLY. ANTENNAS SHALL NOT BE INSTALLED ON EQUIPMENT POLES.
A.
RF CONNECTION BOTH SIDES OF THE CONNECTOR.
ALL
POLES MUST BE BUCKET TRUCK ACCESSIBLE.
19.
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF
B.
GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE THREADS TO THE SOLID SURFACE.
CONSTRUCTION UNTIL JOB COMPLETION.
EXAMPLE OF SOLID SURFACE: GROUND BAR, ANTENNA BRACKET METAL.
THE
MINIMUM SIZE OF ALL ANTENNA POLE WILL BE ANSI CLASS 3.
20.
THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL
49
ALL 8M ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB -FT (12 NM).
REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES.
50.
ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB -FT (58 NM).
21.
THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN
2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK
51.
ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING
IS BEING COMPLETED DURING CONSTRUCTION.
HARDWARE IS NO LONGER LOOSE.
22.
ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES,
52.
ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB -FT (24.4 - 29.8 NM).
AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE
ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS
53.
ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LB -IN (1.7 - 2.3 NM).
AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL
INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D)
COAXIAL CABLE NOTES
TRENCHING & EXCAVATION.
54.
TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE,
23.
ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE
CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER
EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH
IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS.
WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND
SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES.
55.
CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL.
DATE REVISIONS
24.
THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT
56,
CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM
PREPARED BY
OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION.
LABELING STANDARD" ND -00027 LATEST VERSION.
APPROVEDBY:
ANSCO & ASSOCIATES
DESIGNEDBY:
JUSTIN JONKER
25.
CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL
57.
ALL JUMPERS TO THE ANTENNAS SHALL BE 1/2" DIA. LDF AND SHALL NOT EXCEED 6'-0".
MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL
PROJECT*
91000017265
JURISDICTION FOR EROSION AND SEDIMENT CONTROL.
58.
TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE,
CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER
26.
NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW OR ICE
IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS.
SHEET NAME
SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT,
59.
CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL.
GENERAL
CONSTRUCTION NOTES
27.
THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD
PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN
60,
CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM
SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL
LABELING STANDARD" ND -00027 LATEST VERSION.
SHEET NUMBER
PRE -APPROVED BY THE LOCAL JURISDICTION.
C-21
ANSCO REGISTRATION # 21064
TAPER LENGTH CRITERIA.
Type of Toper
Taper length
MerglnTaper
at toast L
Sh1fUnQTapar
al least 0.5 L
Shoulder Tapar
at bast 0.33 L
One -Lane, Two -Way Traftle Toper
80 feet minimum, 100 fact
maximum
Downstrearn7apar60
fad milnlmum, 100 fuel
rrrllxtrrlurlr
Table SH -3. Suggested Advance Warning Sign Spacing
Road
clpSslll+ffl (I
Posted Spend
(MPH)
Sw1i nS51ac111q "X"
(FW)
t—milw,a
14i9hr1ai'
25
100
m
120
35
150
a4
;lra
4s
32.0
so
400
55,
Soo
Gr
600
65•
700
?w
w
75,
400
w
1000
fa>
rrnerrly
Ail Sprem..
sir
Typical
Apel lemiolm
U,,:I-,, -7-1 ligne s .Jd ne inereeeed 10 near 15001- - ndve - —-9. {bee &-ii- aC.04.07j
,'• ol.rame beh~n elgml cAe Id w ii -N acrd to 1— 1e2 mile ar marc adranc. wamlr y iSee section 6G_0405)
Table 6H-4. Merging Taper lengths and Spacing of Channeffzing Devices
W. Rax. tial readied alt.
L = L*as»a nr,n,,,r (A.1) W : rroan a an" jF.Q s= ra.wd sp. ' (UMJ
SIDEWALK CLOSURE
C
a
> <FLAGGER
AHEAD
120' 1 120'
TRAFFIC CONTROL PLAN
NOT TO SCALE
r�0F
II
I
I
EXIST.
BLDG.
PREPARED FOR
u a t M
r PREPARED BY
NSCO &
ASSOCIATES
r POLYGON NAME
SOULK
rSTRUCTURE NUMBER
006
STRUCTURE OWNER
AT&T MOBILITY
STRUCTURE ADDRESS
1399 FEDERAL WAY
SOLITHLAKE, TX 76092
STRUCTURE COORDINATES
LAT: 32.945424°
LONG: —97.131435°
DESIGN REVISIONS
DATE REVISIONS
•
PREPARED BY
APPROVEDBY.
ANSCO & ASSOCIATES
DESIGNEDBY:
JUSTIN JONKER
PROJECT#:
9100001726$
-SHEET NAME
TRAFFIC CONTROL PLAN
r SHEET NUMBER
Illlll
C-22