CONSENT REQUEST DRAWINGS WITH CROWN CASTLE TMOBILE AT LAKE PLEASANT.PDF
Extracted text (via tesseract_tsv)
144050 characters
T-MOBILE
PROJECT:
‘|: » «Mobile-
L700
PROJECT 2625 S PLAZA DR ST 400
TEMPE, AZ 85282
TEL: (480) 638-2600 FAX: (480) 638-2852
T-MOBILE SITE NUMBER:
PH21005F
ARMAN DRIVE
ER, AZ 85225
f— SITE INFORMATION ~ r PROJECT TEAM
CROWN CASTLE SITE NAME/BU NUMBER:
SITE NAME: AZ LAKE PLEASANT CAC 800612
CROWN CASTLE CONTACTS: 2055 S STEARMAN DRIVE
SITE ADDRESS: OVERLOOK RD
AZ LAKE PLEASANT CAC 800612/ CHANDLER, AZ 85225
COUNTY: MARICOPA
MAP/PARCEL #: 201-25-005 MEGAN RENFRO - PROJECT MANAGER
AREA OF CONSTRUCTION: EXISTING (480) 734-2437
800612
LATITUDE: 33° 50! 48.5"
LONGITUDE: -112° 16' 40.8" JASON ALBRAND - CONSTRUCTION MANAGER
SITE LOCATION: (480) 735-6914
LAT/LONG TYPE: NAD83
T-MOBILE SITE NUMBER:
CURRENT ZONING: SR-43
OVERLOOK RD PH21005F
JURISDICTION: CITY OF PEORIA RACHAEL CARSON - A&E PROJECT
PEORIA, AZ 85373 MANAGER
OCCUPANCY TYPE: UNMANNED
(602) 845-1721 BU #: 800612
A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN
HABITATION AZ LAKE PLEASANT CAC
PROPERTY OWNER: MARICOPA COUNTY PARKS & R 800612
41835 N CASTLE HOT SPRINGS RD ATTN CONTRACT EXISTING 76'-0" MONOPOLE
ADMINISTRATOR UNIT OPERATIONS CENTER
MORRISTOWN, AZ 85342 OVERLOOK RD
TOWER OWNER: CROWN ATLANTIC COMPANY LLC CROWN CASTLE A&E FIRM: CROWN CASTLE PEORIA, AZ 85373
2000 CORPORATE DRIVE LOCATION MAP 380 SOUTHPOINTE BLVD, SUITE 400
CANONSBURG, PA 15317 CANONSBURG, PA 15317
CLIFF ABERNATHY, P.E. EXISTING 76'-0" MONOPOLE
APPLICANT: CROWN CASTLE lake
Pleasant CROWNAE.APPROVAL@CROWNCASTLE.COM
2055 S STEARMAN DRIVE
CHANDLER, AZ 85225
CARRIER: T-MOBILE
2625 S PLAZA DRIVE #400
at) edn
TEMPE, AZ 85282 aie Mees le
Nh is} ou S &
Wha
be
CROWN CASTLE T-MOBILE CONTACT: MATTHEW SPETH - PROJECT MANAGER
APPLICATION ID: 336547
(480) 638-2727
Dr NS /
Rd
Rushmore RAYMOND JORDAN - CONSTRUCTION MANAGER
Apark
W (951) 236-0912 > ISSUED FOR: \
ELECTRIC PROVIDER: APS
(602) 371-6767 REV DATE DRWN DESCRIPTION DES./QA
Ne y, 03/18/16 CV PRELIMINARY KK
TELCO PROVIDER: CENTURYLINK
(855) 778-3066 05/03/16 BT PRELIMINARY CR
Ne y, 7 S
DRAWING INDEX
N-Ramp pq
SS y,
SHEET # SHEET DESCRIPTION
ALL DRAWINGS CONTAINED HEREIN
ARE FORMATTED FOR 24x36. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS Blvd a <
ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE 33.846806, 112.278 Harbor T-1 TITLE SHEET
PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
Pleasant NO SCALE C-1 OVERALL SITE PLAN
N
C-2 EXISTING SITE PLAN
ya PROJECT DESCRIPTION SN DRIVING DIRECTIONS C-3 EXISTING & FINAL EQUIPMENT LAYOUT PLAN THIS DOCUMENT IS
PRELIMINARY IN
C-4 EXISTING AND FINAL ANTENNA LAYOUTS
THE PURPOSE OF THIS PROJECT IS TO PROPOSE AN ANTENNA MODIFICATION ON AN FROM 2625 S. PLAZA DR TEMPE, AZ 85282: GET ON I-10 W FROM S PRIEST DR AND W BROADWAY RD. THEN TAKE I-17 N
C-5 EXISTING AND FINAL TOWER ELEVATIONS NATURE AND IS NOTA
EXISTING WIRELESS SITE. TO AZ—74 W/W CAREFREE HWY. AND GO WEST FOR 6.3 MILES. TURN RIGHT ON AZ—74,LAKE PLEASANT RD AND GO NORTHWEST
FOR 2.5 MILES. TURN RIGHT AND GO EAST FOR ABOUT 200 FEET TILL YOU REACH THE ENTRANCE TO THE PARK AREA. TELL C-6 PLUMBING DIAGRAM FINAL, SIGNED AND
e REMOVE (5) TMAs THE PARK RANGER THAT YOU ARE THERE TO VISIT THE CROWN TELECOMMUNICATION TOWER TO AVOID PAYING FOR ENTRANCE.
C-7 ANTENNA SPECIFICATIONS & DETAILS SEALED DOCUMENT
e REMOVE AND REPLACE (3) TMAs CONTINUE ON THE PARK RD. AND GO EAST FOR ABOUT 200 FEET. TURN RIGHT AND GO NORTH FOR 1.9 MILES TO TOWER.
e REMOVE AND REPLACE (5) ANTENNAS G-1 ANTENNA GROUNDING DETAIL
¢ REMOVE PLATFORM MOUNT
G-2 GROUNDING DETAILS
e INSTALL (1) ANTENNA
e INSTALL (3) RADIO MODULES G-3 GROUNDING DETAILS
e INSTALL (1) COVP
e INSTALL (1) COVP ON GROUND GN-1 GENERAL NOTES
e INSTALL (1) 1-3/5" HYBRID CABLE GN-2 GENERAL NOTES
e INSTALL (3) SECTOR MOUNTS
e INSTALL (1) MOUNT COLLAR
CODES
Cliff Abernathy, P.E.
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING Professional Engineer License: #60113
CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT Crown Castle USA, Inc. Firm
CONFORMING TO THESE CODES: Registration #14842
CODE TYPE CODE REFERENCE DOCUMENTS:
IT IS A VIOLATION OF LAW FOR ANY PERSON,
BUILDING IBC 2012
STRUCTURAL ANALYSIS: FDH VELOCITEL UNLESS THEY ARE ACTING UNDER THE DIRECTION
MECHANICAL IMC 2012 CALL ARIZONA ONE CALL OF A LICENSED PROFESSIONAL ENGINEER,
ELECTRICAL NEC 2011 DATED MARCH 15, 2016 TO ALTER THIS DOCUMENT.
(8300) 782-5348
MOUNT ANALYSIS: BY OTHERS
SHEET NUMBER: REVISION:
CALL 3 WORKING DAYS
BEFORE YOU DIG!
‘T-1 B
Ne y,
S
= Mobile-
2625 S PLAZA DR ST 400
TEMPE, AZ 85282
\ TEL: (480) 638-2600 FAX: (480) 638-2852 /
0 en > Z, oe) Ss esl pp > N (oe) NS On
|
USA—BOR
|
201—25—006
APPROXIMATE PRO PERTY LINE
a
T-MOBILE SITE NUMBER:
PH21005F
BU #: 800612
AZ LAKE PLEASANT CAC
800612
OVERLOOK RD
PEORIA, AZ 85373
EXISTING 76'-0" MONOPOLE
USA—BOR
LINE 201-235-003
PROPERTY
USA—BOR
APPROXIMATE
201-—25—-005
( ISSUED FOR: \
LINE
USA—BOR REV DATE DRWN DESCRIPTION DES./QA
201-—25—-002
A 03/18/16 CV PRELIMINARY KK
B 05/03/16 BT PRELIMINARY CR
PROPERTY
PPROXIMATE
.
THIS DOCUMENT IS
PRELIMINARY IN
NATURE AND IS NOTA
FINAL, SIGNED AND
USA—BOR
SEALED DOCUMENT
201-—24—004
Cliff Abernathy, P.E.
Professional Engineer License: #60113
Crown Castle USA, Inc. Firm
Registration #14842
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
SHEET NUMBER: REVISION:
OVERALL SITE PLAN
o
SCALE: 1 /256”"=17-0” NY C-1 B
160° 320°
7 ~
‘|: - «Mobile:
2625 S PLAZA DR ST 400
TEMPE, AZ 85282
TEL: (480) 638-2600 FAX: (480) 638-2852
50’—0"+
A !
2055 S STEARMAN DRIVE
CHANDLER, AZ 85225
/
(E) UTILITY FRAME
+ + + +
+ + + +
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(E) ICE BRIDGE T-MOBILE SITE NUMBER:
(TYP)
PH21005F
(E) SHELTER (E) GENERATOR +
BU #: 800612
(E) T-MOBILE FEEDLINES
Gq + [J (16) 7/8” AZ LAKE PLEASANT CAC
B
4 (2) 1/2”
800612
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a OVERLOOK RD
+
7 PEORIA, AZ 85373
= a
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(E) T-MOBILE 188 SQ. FT
EXISTING 76'-0" MONOPOLE
CONCRETE PAD
50’-O"+
5:54pm
—
2016
(— ISSUED FOR: \
03,
REV DATE DRWN DESCRIPTION DES./QA
May A 03/18/16 CV PRELIMINARY KK
B 05/03/16 BT PRELIMINARY CR
—
(E) SHELTER
btaylor
(E) SHELTER (E) SHELTER
User:
—
Sheet:C-—2
THIS DOCUMENT IS
— \ PRELIMINARY IN
we MICROWAVE DISH
NATURE AND IS NOTA
CD.dwg (TYP)
x x x x x x FINAL, SIGNED AND
L700 \ SEALED DOCUMENT
(E) FENCE
T-MOBILE
CAC_
PLEASANT
Cliff Abernathy, P.E.
Professional Engineer License: #60113
LAKE
Crown Castle USA, Inc. Firm
Registration #14842
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
_BU800612_AZ
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
EXISTING SITE PLAN
| SHEET NUMBER: REVISION:
SCALE: 1/4°=1'-0° wy
PH21005F
0’ 2? 10’ 20 C2 B
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2625 S PLAZA DR ST 400
TEMPE, AZ 85282
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CONCRETE PAD CHANDLER, AZ 85225
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— (E) T-MOBILE FEEDLINES — (E) T-MOBILE FEEDLINES
a
(16) 7/8” (16) 7/8”
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NEW T-MOBILE COVP
ON (E) POST
(E) T-MOBILE (E) T-MOBILE
SSC SSC
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T-MOBILE SITE NUMBER:
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BU #: 800612
(E) T-MOBILE (E) T-MOBILE
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NEW T-MOBILE FEEDLINE
800612
(1) HYBRID CABLE (1-3/5”)
+
OVERLOOK RD
PEORIA, AZ 85373
EXISTING 76'-0" MONOPOLE
(E) T-MOBILE (E) T-MOBILE
PPC PPC
NO ee
(E) T-MOBILE (E) T-MOBILE
RADIO MODULES RADIO MODULES
\ /
( ISSUED FOR: >
REV DATE DRWN DESCRIPTION DES./QA
~~ ~~ A 03/18/16 CV PRELIMINARY KK
(E) T-MOBILE (E) T-MOBILE
B 05/03/16 BT PRELIMINARY CR
RADIO MODULES RADIO MODULES
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Sheet: THIS DOCUMENT IS
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(E) T-MOBILE 188 SQ. FT
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CONCRETE PAD
Cliff Abernathy, P.E.
Professional Engineer License: #60113
Crown Castle USA, Inc. Firm
Registration #14842
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
F_BU8006
EXISTING EQUIPMENT LAYOUT PLAN FINAL EQUIPMENT LAYOUT PLAN
o 2 SHEET NUMBER: REVISION:
SCALE: 1/4”=1'-0" NY SCALE: 1/4"=1'-0" NY
OO 2 10° 20’ OO 2 10° 20 C-3 B
=—
Mobile-
2625 S PLAZA DR ST 400
TEMPE, AZ 85282
TEL: (480) 638-2600 FAX: (480) 638-2852
YO
ANTENNA KEY
W
=
ANTENNA ANTENNA RAD hy
POSITION STATUS AZIMUTH |
DIMENSIONS CENTER
(HxWxD)
'@ a > Z, o) a esl pp > N on No IN) Onl
A NEW INTEGRATED ANTENNA SYSTEM 96.1°x14.9"x13.4” 52’-0” O°
a
D NEW QUAD PORT 75.8°x13.0"x3.15” 52’-0” O°
E EXISTING MICROWAVE DISH 33.6"x33.6"x19.0” 52’—0" 117°
G NEW INTEGRATED ANTENNA SYSTEM 96.1°x14.9"x13.4” 52’-0” 140°
H NEW QUAD PORT 75.8°x13.0"x3.15” 52’-0” 140°
| NEW INTEGRATED ANTENNA SYSTEM 96.1°x14.9"x13.4” 52’-0” 250°
T-MOBILE SITE NUMBER:
L NEW QUAD PORT 75.8°x13.0"x3.15” 52’-0” 250° PH21005F
INSTALLER NOTE:
BU #: 800612
ADD NEW 2-1/2” STD (2—7/8” 0.D.)
| GALV. SCH 40 PIPES AS REQ’D AZ LAKE PLEASANT CAC
800612
(ALPHA)
O° AZIMUTH
OVERLOOK RD
PEORIA, AZ 85373
(ALPHA) 4’—6”
!
0° AZIMUTH
(E) PLATFORM TO BE REMOVED EXISTING 76'-0" MONOPOLE
NEW T—MOBILE ANTENNA
UMM,
(3 TOTAL, POSITION D,H,L)
NEW COLLAR MOUNT
(E) T-MOBILE DISH TO BE
RELOCATED TO NEW SECTOR
MOUNT
NEW SECTOR MOUNT
(3 TOTAL) /
ISSUED FOR: \
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E (BETA)
6 111° AZIMUTH DATE | DRWN DESCRIPTION DES./QA
NEW T—MOBILE RADIO MODULE (E) 76’-0” MONOPOLE
—~ 03/18/16 | CV PRELIMINARY KK
(3 TOTAL, POSITION D,H,L)
05/03/16 BT PRELIMINARY CR
(E) RELOCATED |
DISH
J *woste
(E) 76’-0” MONOPOLE
(GAMMA)
ON
250° AZIMUTH (GAMMA)
250° AZIMUTH
~—_—
—_—
(BETA)
140° AZIMUTH NEW T—MOBILE ANTENNA (BETA)
(3 TOTAL, POSITION A,G,]!) 111° AZIMUTH THIS DOCUMENT IS
—~ PRELIMINARY IN
\
NATURE AND IS NOTA
FINAL, SIGNED AND
(BETA)
(E) T-MOBILE TMA TO BE REMOVED (E) T-MOBILE ANTENNA TO BE REMOVED 140° AZIMUTH SEALED DOCUMENT
(5 TOTAL, 2 ON ALPHA & GAMMA, 1 ON BETA)
(8 TOTAL) NEW T—MOBILE TMA
(3 TOTAL, POSITION A,D,I)
\
EXISTING ANTENNA LAYOUT FINAL ANTENNA LAYOUT
SCALE: N.T.S SCALE: N.T.S
NY
NY
Cliff Abernathy, P.E.
Professional Engineer License: #60113
Crown Castle USA, Inc. Firm
Registration #14842
IT IS A VIOLATION OF LAW FOR ANY PERSON,
THEY ARE ACTING UNDER THE DIRECTI ON
OF A LICENSED PROFESSIONAL ENGINEER,
oe
TO ALTER THIS DOCUMENT.
SHEET NUMBER: REVISION:
C-4 B
= Mobile-
2625 S PLAZA DR ST 400
TEMPE, AZ 85282
TEL: (480) 638-2600 FAX: (480) 638-2852 /
STRUCTURE W/ APPURTENANCE STRUCTURE W/ APPURTENANCE
4 >
ELEV. = 80'-0” ELEV. = 80-0”
EXISTING MOUNT EXISTING MOUNT
o
oo > 0 en > Z, oe) Ss esl pp > N (oe) to On
ELEV. = 78-0” ELEV. = 78-0”
HEIGHT OF STRUCTURE | HEIGHT OF STRUCTURE |
ELEV. = 76’-0” ELEV. = 76-0”
EXISTING ANTENNAS EXISTING ANTENNAS
ELEV. = 68-0” ELEV. = 68-0”
T-MOBILE SITE NUMBER:
PH21005F
EXISTING ANTENNAS EXISTING ANTENNAS BU #: 800612
ELEV. = 58°-0” ELEV. = 58°-0” AZ LAKE PLEASANT CAC
800612
N! NI)
EXISTING T-MOBILE RAD CENTER NEW T—MOBILE RAD CENTER OVERLOOK RD
ELEV. = 52’-0” ELEV. = 52’—0”
PEORIA, AZ 85373
\
(E) EQUIPMENT TO BE RELOCATED IY
AGA:Z
TO NEW SECTOR MOUNT: NEW: EXISTING 76'-0" MONOPOLE
(1) MICROWAVE DISH (3) SECTOR MOUNTS
(6) ANTENNAS
(3) TMAs
(3) RADIO MODULES
(1) COVP
MOUNTED TO NEW SECTOR MOUNTS
(E) RELOCATED EQUIPMENT:
(E) EQUIPMENT TO BE REMOVED: A (E) 76’-0” MONOPOLE (1) MICROWAVE DISH = (E) 76’—0” MONOPOLE
PLATFORM MOUNT MOUNTED TO NEW SECTOR MOUNTS /
(5) ANTENNAS
(8) TMAs ISSUED FOR: <
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DATE | DRWN DESCRIPTION —[DES./QA
03/18/16 | CV PRELIMINARY KK
| (E) T-MOBILE FEEDLINES TO REMAIN ial (E) T-MOBILE FEEDLINES
05/03/16 | BT PRELIMINARY CR
(16) 7/8” (16) 7/8”
(2) 1/2" (2) 1/2" |
ON
NEW T-MOBILE FEEDLINE
(1) HYBRID CABLE (1-3/5”)
TO BE ROUTED OUTSIDE MONOPOLE
THIS DOCUMENT IS
PER STRUCTURAL ANALYSIS
PRELIMINARY IN
NATURE AND IS NOTA
FINAL, SIGNED AND
SEALED DOCUMENT
/]
Cliff Abernathy, P.E.
Professional Engineer License: #60113
Crown Castle USA, Inc. Firm
Registration #14842
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
T—MOBILE EQUIPMENT OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
ANTENNA CL: 52’-0”
EXISTING TOWER ELEVATION FINAL TOWER ELEVATION MOUNT CL: 52’-0” SHEET NUMBER: REVISION:
SCALE: N.T.S SCALE: N.T.S
C-5 B
~
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Configuration 731A RUN (U2100 decommissioned) 2625 S PLAZA DR ST 400
TEMPE, AZ 85282
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CROWN
CASTLE
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2055 S STEARMAN DRIVE
CHANDLER, AZ 85225
FRBG
LTE 700
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T-MOBILE SITE NUMBER:
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PH21005F
LTE-UMTS PCS
BU #: 800612
Beta + Gamma
FASB AZ LAKE PLEASANT CAC
800612
OVERLOOK RD
PEORIA, AZ 85373
Beta + Gamma
EXISTING 76'-0" MONOPOLE
FRIG
95:54pm
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— RF Fiber & Power
(90°
2016
(— ISSUED FOR: \
O03,
REV| DATE DRWN DESCRIPTION DES./QA
May A 03/18/16 CV PRELIMINARY KK
B 05/03/16 BT PRELIMINARY CR
—
btaylor
RF Jumper
User:
(90° connector)
—
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THIS DOCUMENT IS
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NATURE AND IS NOTA
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Cliff Abernathy, P.E.
Professional Engineer License: #60113
LAKE
Crown Castle USA, Inc. Firm
Registration #14842
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
_BU800612_AZ
OF A LICENSED PROFESSIONAL ENGINEER,
PLUMBING DIAGRAM TO ALTER THIS DOCUMENT.
|
SCALE: N.S. SHEET NUMBER: REVISION:
PH21005F
C-6 B
17-5 1% 6” 7
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2/0 14 AWG SS PIPE s
ua BU #: 800612
DIMENSIONS, HxWxD: 8.6” x 10.0” x 2.6”
(220 x 254 x 66mm) AZ LAKE PLEASANT CAC
1 —— 48-15
| CONNECTIONS ~~ 800612
RETURN is & & @ GALV WEIGHT: 8.4 Ibs (3.8 kg)
~ 14 U-BOLT
CONNECTIONS = | ro) 710.
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M4” ® GALV BOLT 74
(Wo), TYP OF 4 PER PEORIA, AZ 85373
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= -_
COVP
COVP_ INTERIOR DETAIL COVP MOUNTING DETAIL
COVP DETAILS AMPLIFIER) DETAIL
SCALE: N.TLS. SCALE: N.T.S.
/
ISSUED FOR: \
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DATE | DRWN DESCRIPTION —[DES./QA
03/18/16 | CV PRELIMINARY KK
NEW ANTENNA
——— TT. — PER PLAN 05/03/16 | BT PRELIMINARY CR
NEW 2-1/2" SCH 40 x 9’-O” LG.
PIPE MOUNT |
ON
|
NOTE:
a =e TO BE MOUNTED VERTICALLY ONLY.
|
‘0 -——tF aA _a__~a _a PROPERTY VALUE
; , PIPE
: D) THIS DOCUMENT IS
c H q 9 479.5 mm
~ EXISTING ANTENNA HEIGHT (18.9 in) PRELIMINARY IN
MOUNTING. PIPE =f q | | |
Tt Ly N ! } | | 387 mm NATURE AND IS NOTA
4 i eH — | | | WIDTH j
~ | To q (15.2 in)
3/8” @ GALV U-BoLt Y ob FINAL, SIGNED AND
a= -
=k : 7 : 151.85 mm
st MOUNTING BRACKET Hook DEPTH SEALED DOCUMENT
| | | (6.0 in)
NEW PIPE TO PIPE CLAMP SET —K | ) |
VALMONT — ACP10K m—k } | | VAX. 36 k g
—=h J y WEIGHT
fy 7 1 (57.32 |b)
jaa UU uu | |H | | ah } | |
Hook | | | | NOTE:
Cc) 13.0” 9 | - 1 P ALL DIMENSIONS DO NOT INCLUDE
345" 2
, 5 = <= FLANGE, SCREW BOSS & CONNECTORS.
13.42. | 14.9 L L
|
| mUoG ou]
DIMENSIONS, HxWxD: 96” x 14.9” x 13.4” DIMENSIONS, HxWxD: 75.8” x 13.0” x 3.15” NOTE: Cliff Abernathy, P.E.
(2440 x 380 x 340mm) (1925 x 330 x 80mm) ALL PIPES BRACKETS Professional Engineer License: #60113
AND MISCELLANEOUS Crown Castle USA, Inc. Firm
WEIGHT, W/ WEIGHT, W/ HARDWARE TO BE Registration #14842
PRE-—MOUNTED BRACKETS: 207 Ibs (94 kg) PRE-—MOUNTED BRACKETS: 55.0 Ibs (24.9 kg) GALVANIZED UNLESS
IT IS A VIOLATION OF LAW FOR ANY PERSON,
NOTED OTHERWISE
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
SHEET NUMBER: REVISION:
ANTENNA DETAILS RADIO MODULE DETAILS
S 4 C-7 B
SCALE: N.T.S. SCALE: N.T.S.
N
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2625 S PLAZA DR ST 400
TEMPE, AZ 85282
TEL: (480) 638-2600 FAX: (480) 638-2852 /
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T-MOBILE SITE NUMBER:
PH21005F
BU #: 800612
(E) MICROWAVE DISH
AZ LAKE PLEASANT CAC
(POSITION E)
NEW INTEGRATED SYSTEM ANTENNA NEW QUAD PORT ANTENNA
800612
W/ TMA & SUPPORT PIPE W/ RRU & SUPPORT PIPE
ALPHA BEIA GAMMA
(3 TOTAL, 1 PER SECTOR) (3 TOTAL, 1 PER SECTOR)
OVERLOOK RD
PEORIA, AZ 85373
EXISTING 76'-0" MONOPOLE
| |
(‘aN \ [SA oA \ A /
n
N | SS \ \N_ \
ISSUED FOR: \
felelg|
\ | \\ | | \ }
DATE | DRWN DESCRIPTION —[DES./QA
oOo O00 00 oO 00 ° i
oO 00 Oo 00 00 00 6 00 0000 0 fe) 00 03/18/16 | CV PRELIMINARY KK
° Hs 00 00 0 0
05/03/16 BT PRELIMINARY CR
————— EXISTING GROUND WIRE (TYP)
|
|
| i
EXISTING ANTENNA SUPPORT HEADFRAME (TYP)~
——- = = - ON
mer 60 000000 00° as ss EXISTING UPPER TOWER GROUND BAR
>
THIS DOCUMENT IS
PRELIMINARY IN
ANTENNA GROUND DIAGRAM
NATURE AND IS NOTA
|
SCALE: N.S. FINAL, SIGNED AND
SEALED DOCUMENT
Cliff Abernathy, P.E.
Professional Engineer License: #60113
Crown Castle USA, Inc. Firm
Registration #14842
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
SHEET NUMBER: REVISION:
(-1 B
TO ANTENNA COAX - Mobile:
TERRABAR GROUND BAR TERRABAR GROUND BAR
2625 S PLAZA DR ST 400
J /- TEMPE, AZ 85282
TEL: (480) 638-2600 FAX: (480) 638-2852
— #2 SOLID TINNED COPPER CONDUCTOR
TO TOWER GROUND RING (2 TYP. FOR 00
TWO HOLE LONG BARREL BOTTOM GROUND BAR ONLY) ip
COMPRESSION LUG (TYP)
'@ an > Zz oO a es Pe > N on No mR
NOTES:
a
1. DOUBLING UP OR
5 1 12 1 1 5 1115 1550 281 48 94.032593 STACKING”
5 1 12 1 1 6 1439 1557 67 41 95.944122 OF
5 1 12 1 1 7 1549 1557 375 41 96.089462 CONNECTIONS
5 1 12 1 1 8 1972 1557 40 41 95.008606 IS
5 1 12 1 1 9 2059 1557 101 41 94.618340 NOT
5 1 12 1 1 10 2204 1557 301 41 94.618340 PERMITTED.
4 1 12 1 2 0 438 1682 2660 41 -1
5 1 12 1 2 1 438 1682 44 41 95.304657 2.
5 1 12 1 2 2 550 1682 251 41 96.007835 EXTERIOR
5 1 12 1 2 3 843 1682 340 41 95.468742 ANTIOXIDANT
5 1 12 1 2 4 1224 1682 147 41 95.468742 JOINT
5 1 12 1 2 5 1413 1682 304 41 96.392365 COMPOUND
5 1 12 1 2 6 1759 1682 64 41 95.628876 TO
5 1 12 1 2 7 1870 1682 63 41 95.628876 BE
5 1 12 1 2 8 1979 1682 137 41 96.173836 USED
5 1 12 1 2 9 2161 1682 69 41 96.219238 ON
5 1 12 1 2 10 2274 1682 91 41 94.548660 ALL
5 1 12 1 2 11 2409 1682 251 41 93.911110 EXTERIOR
5 1 12 1 2 12 2706 1682 392 41 94.930496 CONNECTIONS.
2 1 13 0 0 0 438 1807 2711 41 -1
3 1 13 1 0 0 438 1807 2711 41 -1
4 1 13 1 1 0 438 1807 2711 41 -1
5 1 13 1 1 1 438 1807 44 41 84.233086 5.
5 1 13 1 1 2 550 1807 223 41 94.093918 GROUND
5 1 13 1 1 3 820 1807 97 41 96.302406 BAR
5 1 13 1 1 4 963 1807 163 41 93.983627 SHALL
5 1 13 1 1 5 1170 1807 101 41 96.111893 NOT
5 1 13 1 1 6 1315 1807 63 41 96.111893 BE
5 1 13 1 1 7 1424 1807 242 41 95.249847 ISOLATED
5 1 13 1 1 8 1713 1807 140 41 95.249847 FROM
5 1 13 1 1 9 1897 1807 194 41 95.816147 TOWER.
5 1 13 1 1 10 2140 1807 182 41 95.398560 MOUNT
5 1 13 1 1 11 2366 1807 246 41 96.267509 DIRECTLY
5 1 13 1 1 12 2651 1807 63 41 96.705574 TO
5 1 13 1 1 13 2756 1807 177 41 93.994728 TOWER
5 1 13 1 1 14 2979 1807 170 41 93.994728 STEEL.
2 1 14 0 0 0 556 2224 2046 8 -1
3 1 14 1 0 0 556 2224 2046 8 -1
4 1 14 1 1 0 556 2224 2046 8 -1
5 1 14 1 1 1 556 2224 2046 8 95.000000
2 1 15 0 0 0 436 2180 686 134 -1
3 1 15 1 0 0 436 2180 686 134 -1
4 1 15 1 1 0 436 2180 686 134 -1
5 1 15 1 1 1 436 2180 23 98 60.630211 |
5 1 15 1 1 2 580 2255 265 59 91.996735 SCALE:
5 1 15 1 1 3 906 2255 216 58 0.000000 N.ILS.
2 1 16 0 0 0 765 2955 348 40 -1
3 1 16 1 0 0 765 2955 348 40 -1
4 1 16 1 1 0 765 2955 348 40 -1
5 1 16 1 1 1 765 2955 63 40 93.127640 TO
5 1 16 1 1 2 870 2955 243 40 93.127640 ANTENNA
2 1 17 0 0 0 397 3311 838 59 -1
3 1 17 1 0 0 397 3311 838 59 -1
4 1 17 1 1 0 397 3311 838 59 -1
5 1 17 1 1 1 397 3318 270 40 95.905464 STANDARD
5 1 17 1 1 2 713 3317 221 41 84.294662 GROUND
5 1 17 1 1 3 981 3318 74 40 84.294662 KIT
5 1 17 1 1 4 1099 3311 136 59 96.067688 (TYP)
2 1 18 0 0 0 1134 2971 737 311 -1
3 1 18 1 0 0 1134 2971 737 311 -1
4 1 18 1 1 0 1134 2971 737 311 -1
5 1 18 1 1 1 1134 2971 737 311 95.000000
2 1 19 0 0 0 1722 2919 292 116 -1
3 1 19 1 0 0 1722 2919 292 116 -1
4 1 19 1 1 0 1722 2919 292 40 -1
5 1 19 1 1 1 1722 2919 292 40 91.819344 MONOPOLE
4 1 19 1 2 0 1849 2981 38 54 -1
5 1 19 1 2 1 1849 2981 38 54 53.049271 ¢
2 1 20 0 0 0 1866 3056 4 305 -1
3 1 20 1 0 0 1866 3056 4 305 -1
4 1 20 1 1 0 1866 3056 4 305 -1
5 1 20 1 1 1 1866 3056 4 305 95.000000
2 1 21 0 0 0 1262 3336 342 2 -1
3 1 21 1 0 0 1262 3336 342 2 -1
4 1 21 1 1 0 1262 3336 342 2 -1
5 1 21 1 1 1 1262 3336 342 2 95.000000
2 1 22 0 0 0 486 3728 769 110 -1
3 1 22 1 0 0 486 3728 769 110 -1
4 1 22 1 1 0 486 3728 769 41 -1
5 1 22 1 1 1 486 3729 25 39 96.858070 6
5 1 22 1 1 2 553 3728 108 41 96.055359 AWG
5 1 22 1 1 3 706 3728 273 41 95.926392 STRANDED
5 1 22 1 1 4 1025 3728 61 40 95.152786 Cu
5 1 22 1 1 5 1131 3729 124 39 95.152786 WIRE
4 1 22 1 2 0 521 3790 734 48 -1
5 1 22 1 2 1 521 3791 117 40 96.025635 WITH
5 1 22 1 2 2 685 3790 189 48 93.279945 GREEN,
5 1 22 1 2 3 923 3791 145 46 86.573174 600V,
5 1 22 1 2 4 1112 3791 143 40 91.138641 THWN
2 1 23 0 0 0 404 3853 851 129 -1
3 1 23 1 0 0 404 3853 851 129 -1
4 1 23 1 1 0 404 3853 851 59 -1
5 1 23 1 1 1 404 3860 299 40 91.384537 INSULATION
5 1 23 1 1 2 752 3853 92 59 96.003784 (OR
5 1 23 1 1 3 886 3860 63 40 92.283180 AS
5 1 23 1 1 4 996 3860 259 40 96.190918 PROVIDED
4 1 23 1 2 0 545 3923 710 59 -1
5 1 23 1 2 1 545 3929 116 40 92.146065 WITH
5 1 23 1 2 2 708 3929 221 41 92.146065 GROUND
5 1 23 1 2 3 976 3923 94 58 95.491287 KIT)
5 1 23 1 2 4 1119 3923 136 59 96.384239 (TYP)
2 1 24 0 0 0 404 4282 1154 178 -1
3 1 24 1 0 0 404 4282 1154 178 -1
4 1 24 1 1 0 470 4282 345 41 -1
5 1 24 1 1 1 470 4282 135 41 95.744957 COAX
5 1 24 1 1 2 651 4282 164 41 95.744957 CABLE
4 1 24 1 2 0 404 4302 1154 158 -1
5 1 24 1 2 1 404 4345 113 59 84.524956 (TYP
5 1 24 1 2 2 564 4352 98 40 84.524956 FOR
5 1 24 1 2 3 705 4302 853 158 36.920464 AL
2 1 25 0 0 0 399 4583 1118 120 -1
3 1 25 1 0 0 399 4583 1118 120 -1
4 1 25 1 1 0 399 4583 1118 61 -1
5 1 25 1 1 1 399 4600 63 40 94.971870 TO
5 1 25 1 1 2 509 4600 91 40 96.510506 BTS
5 1 25 1 1 3 647 4600 302 44 96.510506 EQUIPMENT
5 1 25 1 1 4 987 4601 77 39 86.740417 VIA
5 1 25 1 1 5 1100 4583 417 43 34.786381 ————
4 1 25 1 2 0 467 4662 597 41 -1
5 1 25 1 2 1 467 4663 128 40 96.769356 TRAY
5 1 25 1 2 2 637 4663 68 40 95.646202 OR
5 1 25 1 2 3 753 4662 77 41 95.209213 ICE
5 1 25 1 2 4 875 4662 189 41 92.905228 BRIDGE
2 1 26 0 0 0 1268 3399 603 1448 -1
3 1 26 1 0 0 1268 3399 603 1448 -1
4 1 26 1 1 0 1268 3399 603 824 -1
5 1 26 1 1 1 1268 3399 603 824 95.000000
4 1 26 1 2 0 1517 4223 354 451 -1
5 1 26 1 2 1 1517 4223 354 451 95.000000
4 1 26 1 3 0 1528 4674 140 173 -1
5 1 26 1 3 1 1528 4674 140 173 95.000000
2 1 27 0 0 0 1771 4144 98 3 -1
3 1 27 1 0 0 1771 4144 98 3 -1
4 1 27 1 1 0 1771 4144 98 3 -1
5 1 27 1 1 1 1771 4144 98 3 95.000000
2 1 28 0 0 0 1586 4053 3 362 -1
3 1 28 1 0 0 1586 4053 3 362 -1
4 1 28 1 1 0 1586 4053 3 362 -1
5 1 28 1 1 1 1586 4053 3 362 95.000000
2 1 29 0 0 0 1772 4144 2 330 -1
3 1 29 1 0 0 1772 4144 2 330 -1
4 1 29 1 1 0 1772 4144 2 330 -1
5 1 29 1 1 1 1772 4144 2 330 95.000000
2 1 30 0 0 0 1851 4665 2 96 -1
3 1 30 1 0 0 1851 4665 2 96 -1
4 1 30 1 1 0 1851 4665 2 96 -1
5 1 30 1 1 1 1851 4665 2 96 95.000000
2 1 31 0 0 0 1664 4805 429 2 -1
3 1 31 1 0 0 1664 4805 429 2 -1
4 1 31 1 1 0 1664 4805 429 2 -1
5 1 31 1 1 1 1664 4805 429 2 95.000000
2 1 32 0 0 0 1510 4843 583 3 -1
3 1 32 1 0 0 1510 4843 583 3 -1
4 1 32 1 1 0 1510 4843 583 3 -1
5 1 32 1 1 1 1510 4843 583 3 95.000000
2 1 33 0 0 0 397 4815 1101 282 -1
3 1 33 1 0 0 397 4815 1101 282 -1
4 1 33 1 1 0 397 4815 388 40 -1
5 1 33 1 1 1 397 4815 221 40 95.959198 GROUND
5 1 33 1 1 2 662 4815 123 40 95.959198 WIRE
4 1 33 1 2 0 582 4831 916 257 -1
5 1 33 1 2 1 582 4877 131 40 96.926659 NOTE
5 1 33 1 2 2 758 4831 740 257 3.449545 oN
4 1 33 1 3 0 1088 5076 23 21 -1
5 1 33 1 3 1 1088 5076 23 21 48.514534 7
2 1 34 0 0 0 952 5110 594 225 -1
3 1 34 1 0 0 952 5110 594 225 -1
4 1 34 1 1 0 952 5110 350 107 -1
5 1 34 1 1 1 952 5110 350 107 95.000000
4 1 34 1 2 0 1120 5217 426 118 -1
5 1 34 1 2 1 1120 5217 426 118 95.000000
2 1 35 0 0 0 397 5257 720 80 -1
3 1 35 1 0 0 397 5257 723 80 -1
4 1 35 1 1 0 397 5257 720 80 -1
5 1 35 1 1 1 397 5296 306 41 90.198845 INSPECTION
5 1 35 1 1 2 749 5297 134 39 96.199013 WELL
5 1 35 1 1 3 919 5257 198 56 10.402946 7
2 1 36 0 0 0 397 5432 182 40 -1
3 1 36 1 0 0 397 5432 182 40 -1
4 1 36 1 1 0 397 5432 182 40 -1
5 1 36 1 1 1 397 5432 182 40 96.100174 NOTES:
2 1 37 0 0 0 390 5477 196 2 -1
3 1 37 1 0 0 390 5477 196 2 -1
4 1 37 1 1 0 390 5477 196 2 -1
5 1 37 1 1 1 390 5477 196 2 95.000000
2 1 38 0 0 0 509 6265 1040 41 -1
3 1 38 1 0 0 509 6265 1040 41 -1
4 1 38 1 1 0 509 6265 1040 41 -1
5 1 38 1 1 1 509 6266 163 39 95.452904 SHALL
5 1 38 1 1 2 716 6266 63 40 96.251228 BE
5 1 38 1 1 3 825 6266 292 40 96.131767 INCREASED
5 1 38 1 1 4 1164 6266 140 39 96.146461 FROM
5 1 38 1 1 5 1352 6266 27 39 95.630798 8
5 1 38 1 1 6 1427 6265 122 41 95.814651 FEET
2 1 39 0 0 0 1608 4898 809 6 -1
3 1 39 1 0 0 1608 4898 809 6 -1
4 1 39 1 1 0 1608 4898 809 6 -1
5 1 39 1 1 1 1608 4898 809 6 95.000000
2 1 40 0 0 0 1866 3580 5 1508 -1
3 1 40 1 0 0 1866 3580 5 1508 -1
4 1 40 1 1 0 1866 3580 5 1508 -1
5 1 40 1 1 1 1866 3580 5 1508 95.000000
2 1 41 0 0 0 1635 4864 4 327 -1
3 1 41 1 0 0 1635 4864 4 327 -1
4 1 41 1 1 0 1635 4864 4 327 -1
5 1 41 1 1 1 1635 4864 4 327 95.000000
2 1 42 0 0 0 1925 4864 4 327 -1
3 1 42 1 0 0 1925 4864 4 327 -1
4 1 42 1 1 0 1925 4864 4 327 -1
5 1 42 1 1 1 1925 4864 4 327 95.000000
2 1 43 0 0 0 2118 4864 4 327 -1
3 1 43 1 0 0 2118 4864 4 327 -1
4 1 43 1 1 0 2118 4864 4 327 -1
5 1 43 1 1 1 2118 4864 4 327 95.000000
2 1 44 0 0 0 1581 4778 813 471 -1
3 1 44 1 0 0 1581 4778 813 471 -1
4 1 44 1 1 0 1610 4778 344 123 -1
5 1 44 1 1 1 1610 4810 54 54 46.736794 a
5 1 44 1 1 2 1851 4778 103 123 47.333012 7
4 1 44 1 2 0 1851 4902 2 47 -1
5 1 44 1 2 1 1851 4902 2 47 78.343651 |
4 1 44 1 3 0 1581 5190 813 59 -1
5 1 44 1 3 1 1581 5190 135 55 36.952354 a
5 1 44 1 3 2 1862 5229 31 2 39.622883 i
5 1 44 1 3 3 1900 5190 494 59 31.980682 gg.
2 1 45 0 0 0 1582 5309 696 59 -1
3 1 45 1 0 0 1582 5309 696 59 -1
4 1 45 1 1 0 1582 5309 696 59 -1
5 1 45 1 1 1 1582 5316 332 40 94.507011 EXOTHERMIC
5 1 45 1 1 2 1958 5316 137 40 96.162308 WELD
5 1 45 1 1 3 2142 5309 136 59 96.525345 (TYP)
2 1 46 0 0 0 1588 6265 354 40 -1
3 1 46 1 0 0 1588 6265 354 40 -1
4 1 46 1 1 0 1588 6265 354 40 -1
5 1 46 1 1 1 1588 6265 63 40 90.468246 TO
5 1 46 1 1 2 1702 6266 57 39 96.329262 10
5 1 46 1 1 3 1807 6265 135 40 95.186577 FEET.
2 1 47 0 0 0 649 6589 1585 60 -1
3 1 47 1 0 0 649 6589 1585 60 -1
4 1 47 1 1 0 649 6589 1585 60 -1
5 1 47 1 1 1 649 6589 315 59 95.290962 TYPICAL
5 1 47 1 1 2 1024 6589 364 59 93.183495 ANTENNA
5 1 47 1 1 3 1452 6589 246 59 90.561607 CABLE
5 1 47 1 1 4 1766 6589 468 60 96.462837 GROUNDING
2 1 48 0 0 0 2452 2945 650 102 -1
3 1 48 1 0 0 2452 2945 650 102 -1
4 1 48 1 1 0 2452 2945 650 41 -1
5 1 48 1 1 1 2452 2945 243 40 96.214142 ANTENNA
5 1 48 1 1 2 2737 2945 221 41 64.865105 GROUND
5 1 48 1 1 3 3005 2946 97 39 82.249207 BAR
4 1 48 1 2 0 2453 3008 548 39 -1
5 1 48 1 2 1 2453 3008 100 39 79.439232 TOP
5 1 48 1 2 2 2598 3008 66 39 92.859901 OF
5 1 48 1 2 3 2709 3008 292 39 92.086449 MONOPOLE
2 1 49 0 0 0 2452 3328 535 59 -1
3 1 49 1 0 0 2452 3328 535 59 -1
4 1 49 1 1 0 2452 3328 535 59 -1
5 1 49 1 1 1 2452 3335 28 39 96.620216 2
5 1 49 1 1 2 2527 3335 134 39 95.903297 HOLE
5 1 49 1 1 3 2707 3334 96 41 95.903297 LUG
5 1 49 1 1 4 2851 3328 136 59 96.719589 (TYP)
2 1 50 0 0 0 2453 3503 658 103 -1
3 1 50 1 0 0 2453 3503 658 103 -1
4 1 50 1 1 0 2453 3503 658 41 -1
5 1 50 1 1 1 2453 3504 26 39 96.282074 2
5 1 50 1 1 2 2522 3503 107 41 96.282074 AWG
5 1 50 1 1 3 2675 3503 61 41 96.115356 Cu
5 1 50 1 1 4 2783 3504 148 39 94.644615 SOLID
5 1 50 1 1 5 2979 3504 132 39 96.385086 BARE
4 1 50 1 2 0 2453 3565 614 41 -1
5 1 50 1 2 1 2453 3566 187 39 94.421036 TINNED
5 1 50 1 2 2 2685 3565 214 41 93.259491 COPPER
5 1 50 1 2 3 2943 3566 124 40 93.259491 WIRE
2 1 51 0 0 0 2452 3670 204 40 -1
3 1 51 1 0 0 2452 3670 204 40 -1
4 1 51 1 1 0 2452 3670 204 40 -1
5 1 51 1 1 1 2452 3670 133 40 94.841881 NOTE
5 1 51 1 1 2 2629 3670 27 40 96.314247 2
2 1 52 0 0 0 2452 3950 654 103 -1
3 1 52 1 0 0 2452 3950 654 103 -1
4 1 52 1 1 0 2452 3950 650 41 -1
5 1 52 1 1 1 2452 3950 243 40 96.114456 ANTENNA
5 1 52 1 1 2 2737 3950 221 41 64.202026 GROUND
5 1 52 1 1 3 3005 3951 97 39 79.672836 BAR
4 1 52 1 2 0 2452 4013 654 40 -1
5 1 52 1 2 1 2452 4013 204 40 96.023476 BOTTOM
5 1 52 1 2 2 2703 4013 66 40 93.044609 OF
5 1 52 1 2 3 2813 4013 293 40 90.361893 MONOPOLE
2 1 53 0 0 0 2452 4313 711 41 -1
3 1 53 1 0 0 2452 4313 711 41 -1
4 1 53 1 1 0 2452 4313 711 41 -1
5 1 53 1 1 1 2452 4313 332 41 89.828964 MECHANICAL
5 1 53 1 1 2 2826 4313 337 41 89.828964 CONNECTION
2 1 54 0 0 0 2452 4461 659 103 -1
3 1 54 1 0 0 2452 4461 659 103 -1
4 1 54 1 1 0 2452 4461 659 41 -1
5 1 54 1 1 1 2452 4462 28 39 96.387878 2
5 1 54 1 1 2 2522 4461 107 41 95.618896 AWG
5 1 54 1 1 3 2675 4461 61 41 94.011551 Cu
5 1 54 1 1 4 2783 4462 148 39 94.011551 SOLID
5 1 54 1 1 5 2979 4462 132 39 96.238556 BARE
4 1 54 1 2 0 2452 4524 615 40 -1
5 1 54 1 2 1 2452 4524 188 40 95.384857 TINNED
5 1 54 1 2 2 2685 4524 214 40 95.240509 COPPER
5 1 54 1 2 3 2943 4524 124 40 94.969116 WIRE
2 1 55 0 0 0 2452 4662 451 39 -1
3 1 55 1 0 0 2452 4662 451 39 -1
4 1 55 1 1 0 2452 4662 451 39 -1
5 1 55 1 1 1 2452 4662 293 39 91.892761 MONOPOLE
5 1 55 1 1 2 2790 4662 113 39 95.364044 PIER
2 1 56 0 0 0 2452 4878 389 103 -1
3 1 56 1 0 0 2452 4878 389 103 -1
4 1 56 1 1 0 2452 4878 389 41 -1
5 1 56 1 1 1 2452 4878 221 41 89.291420 GROUND
5 1 56 1 1 2 2717 4879 124 40 90.136826 WIRE
4 1 56 1 2 0 2452 4941 346 40 -1
5 1 56 1 2 1 2452 4941 97 40 96.099770 SEE
5 1 56 1 2 2 2595 4941 132 40 96.099770 NOTE
5 1 56 1 2 3 2771 4941 27 40 92.040833 3
2 1 57 0 0 0 397 5556 2730 48 -1
3 1 57 1 0 0 397 5556 2730 48 -1
4 1 57 1 1 0 397 5556 2730 48 -1
5 1 57 1 1 1 397 5557 37 40 89.389450 1.
5 1 57 1 1 2 509 5557 220 40 93.597328 NUMBER
5 1 57 1 1 3 775 5557 66 40 96.737000 OF
5 1 57 1 1 4 884 5556 222 41 96.007797 GROUND
5 1 57 1 1 5 1153 5557 133 40 96.625748 BARS
5 1 57 1 1 6 1334 5557 100 40 96.425064 MAY
5 1 57 1 1 7 1473 5557 133 40 96.436165 VARY
5 1 57 1 1 8 1650 5556 301 41 96.073578 DEPENDING
5 1 57 1 1 9 1996 5557 69 40 95.212463 ON
5 1 57 1 1 10 2109 5557 99 40 95.212463 THE
5 1 57 1 1 11 2249 5557 128 40 96.252220 TYPE
5 1 57 1 1 12 2421 5557 67 40 92.883545 OF
5 1 57 1 1 13 2532 5557 308 47 87.549561 MONOPOLE,
5 1 57 1 1 14 2884 5557 243 40 96.567078 ANTENNA
2 1 58 0 0 0 509 5619 2690 113 -1
3 1 58 1 0 0 509 5619 2690 113 -1
4 1 58 1 1 0 509 5619 2690 60 -1
5 1 58 1 1 1 509 5626 249 41 96.570946 LOCATION
5 1 58 1 1 2 802 5627 104 39 93.531403 AND
5 1 58 1 1 3 952 5626 338 41 95.918869 CONNECTION
5 1 58 1 1 4 1337 5626 355 40 95.804108 ORIENTATION.
5 1 58 1 1 5 1739 5627 217 40 95.804108 COAXIAL
5 1 58 1 1 6 1998 5626 199 41 96.648659 CABLES
5 1 58 1 1 7 2244 5626 294 41 96.076759 EXCEEDING
5 1 58 1 1 8 2584 5627 99 39 96.076759 200
5 1 58 1 1 9 2730 5626 122 40 92.998207 FEET
5 1 58 1 1 10 2897 5619 159 60 91.633057 IN/ON
5 1 58 1 1 11 3100 5626 99 40 96.540161 THE
4 1 58 1 2 0 509 5688 2181 44 -1
5 1 58 1 2 1 509 5689 133 40 96.591316 POLE
5 1 58 1 2 2 686 5689 163 40 95.758339 SHALL
5 1 58 1 2 3 893 5689 129 40 95.891060 HAVE
5 1 58 1 2 4 1066 5688 222 41 95.249008 GROUND
5 1 58 1 2 5 1336 5689 106 40 95.249008 KITS
5 1 58 1 2 6 1484 5689 59 40 96.504471 AT
5 1 58 1 2 7 1582 5689 99 40 96.338326 THE
5 1 58 1 2 8 1727 5689 259 40 95.525459 MIDPOINT.
5 1 58 1 2 9 2036 5689 223 40 95.847473 PROVIDE
5 1 58 1 2 10 2300 5689 63 40 95.847473 AS
5 1 58 1 2 11 2411 5689 279 43 96.230804 REQUIRED.
2 1 59 0 0 0 397 5813 2708 104 -1
3 1 59 1 0 0 397 5813 2708 104 -1
4 1 59 1 1 0 397 5813 2708 42 -1
5 1 59 1 1 1 397 5814 43 40 95.340813 2.
5 1 59 1 1 2 509 5814 136 40 95.503113 ONLY
5 1 59 1 1 3 689 5813 332 41 96.164078 MECHANICAL
5 1 59 1 1 4 1064 5813 374 42 96.221176 CONNECTIONS
5 1 59 1 1 5 1481 5814 100 40 96.552994 ARE
5 1 59 1 1 6 1622 5814 241 40 95.517853 ALLOWED
5 1 59 1 1 7 1905 5814 63 40 94.975594 TO
5 1 59 1 1 8 2015 5814 63 40 94.552689 BE
5 1 59 1 1 9 2124 5814 138 40 94.552689 MADE
5 1 59 1 1 10 2303 5814 63 40 96.090477 TO
5 1 59 1 1 11 2411 5814 186 41 95.973427 CROWN
5 1 59 1 1 12 2645 5814 191 40 94.615730 CASTLE
5 1 59 1 1 13 2877 5814 228 40 95.769844 TOWERS.
4 1 59 1 2 0 509 5876 1935 41 -1
5 1 59 1 2 1 509 5876 91 40 93.983528 ALL
5 1 59 1 2 2 645 5876 331 41 96.008377 MECHANICAL
5 1 59 1 2 3 1019 5876 375 41 95.685501 CONNECTIONS
5 1 59 1 2 4 1440 5876 162 40 95.007057 SHALL
5 1 59 1 2 5 1646 5876 63 40 94.416199 BE
5 1 59 1 2 6 1750 5876 227 40 94.416199 TREATED
5 1 59 1 2 7 2021 5876 116 40 95.465324 WITH
5 1 59 1 2 8 2181 5876 65 40 91.711823 AN
5 1 59 1 2 9 2290 5876 154 40 57.277065 ANTI—
2 1 60 0 0 0 2454 5876 500 41 -1
3 1 60 1 0 0 2454 5876 500 41 -1
4 1 60 1 1 0 2454 5876 500 41 -1
5 1 60 1 1 1 2454 5876 222 40 91.468536 OXIDANT
5 1 60 1 1 2 2718 5876 236 41 91.468536 COATING.
2 1 61 0 0 0 397 6001 2821 173 -1
3 1 61 1 0 0 397 6001 2821 173 -1
4 1 61 1 1 0 397 6001 2821 60 -1
5 1 61 1 1 1 397 6009 43 39 91.407761 3.
5 1 61 1 1 2 509 6008 91 40 91.407761 ALL
5 1 61 1 1 3 639 6008 178 40 95.191689 TOWER
5 1 61 1 1 4 863 6008 313 41 96.084419 GROUNDING
5 1 61 1 1 5 1222 6008 236 40 95.927094 SYSTEMS
5 1 61 1 1 6 1504 6008 162 40 95.211044 SHALL
5 1 61 1 1 7 1709 6008 215 41 95.211044 COMPLY
5 1 61 1 1 8 1964 6008 117 40 96.343903 WITH
5 1 61 1 1 9 2125 6008 99 40 95.767105 THE
5 1 61 1 1 10 2270 6008 406 44 95.443954 REQUIREMENTS
5 1 61 1 1 11 2721 6008 67 40 93.232056 OF
5 1 61 1 1 12 2827 6001 234 60 91.019104 ANSI/TIA
5 1 61 1 1 13 3104 6008 114 40 95.428116 222.
4 1 61 1 2 0 509 6070 2602 48 -1
5 1 61 1 2 1 509 6071 99 40 95.951836 FOR
5 1 61 1 2 2 650 6071 213 40 95.951836 TOWERS
5 1 61 1 2 3 911 6070 152 41 95.014153 BEING
5 1 61 1 2 4 1111 6071 143 40 96.064537 BUILT
5 1 61 1 2 5 1293 6071 63 40 94.992004 TO
5 1 61 1 2 6 1404 6071 97 40 89.752487 REV
5 1 61 1 2 7 1543 6070 29 41 91.759689 G
5 1 61 1 2 8 1617 6071 67 40 94.808517 OF
5 1 61 1 2 9 1724 6071 98 40 95.996536 THE
5 1 61 1 2 10 1866 6071 288 47 96.030746 STANDARD,
5 1 61 1 2 11 2199 6071 98 40 96.056541 THE
5 1 61 1 2 12 2347 6071 123 40 96.189034 WIRE
5 1 61 1 2 13 2514 6071 113 40 96.408905 SIZE
5 1 61 1 2 14 2671 6071 67 40 96.414055 OF
5 1 61 1 2 15 2777 6071 99 40 96.290962 THE
5 1 61 1 2 16 2921 6071 190 40 96.276268 BURIED
4 1 61 1 3 0 509 6133 2559 41 -1
5 1 61 1 3 1 509 6133 222 41 95.789993 GROUND
5 1 61 1 3 2 779 6133 118 41 93.545746 RING
5 1 61 1 3 3 939 6133 104 40 96.468277 AND
5 1 61 1 3 4 1089 6133 376 41 96.099380 CONNECTIONS
5 1 61 1 3 5 1512 6133 239 40 95.546066 BETWEEN
5 1 61 1 3 6 1795 6133 98 40 95.972702 THE
5 1 61 1 3 7 1934 6133 177 40 96.105591 TOWER
5 1 61 1 3 8 2154 6133 104 40 96.184341 AND
5 1 61 1 3 9 2300 6133 99 40 96.211220 THE
5 1 61 1 3 10 2444 6133 190 40 96.367905 BURIED
5 1 61 1 3 11 2680 6133 222 41 65.727852 GROUND
5 1 61 1 3 12 2950 6133 118 41 79.077911 RING
2 1 62 0 0 0 509 6196 2656 59 -1
3 1 62 1 0 0 509 6196 2656 59 -1
4 1 62 1 1 0 509 6196 2656 59 -1
5 1 62 1 1 1 509 6203 163 40 95.843735 SHALL
5 1 62 1 1 2 716 6203 63 40 95.058556 BE
5 1 62 1 1 3 824 6196 102 59 96.077950 2/0
5 1 62 1 1 4 968 6202 123 41 96.181831 AWG.
5 1 62 1 1 5 1139 6203 274 40 96.181831 STRANDED
5 1 62 1 1 6 1461 6203 41 40 95.664749 IN
5 1 62 1 1 7 1547 6203 254 47 95.592300 ADDITION,
5 1 62 1 1 8 1845 6203 98 40 95.262787 THE
5 1 62 1 1 9 1989 6203 224 40 96.528091 MINIMUM
5 1 62 1 1 10 2263 6203 196 40 95.477974 LENGTH
5 1 62 1 1 11 2507 6203 67 40 96.429840 OF
5 1 62 1 1 12 2613 6203 98 40 96.256683 THE
5 1 62 1 1 13 2755 6202 222 41 95.416145 GROUND
5 1 62 1 1 14 3025 6203 140 40 95.856537 RODS
2 1 63 0 0 0 621 6692 2049 8 -1
3 1 63 1 0 0 621 6692 2049 8 -1
4 1 63 1 1 0 621 6692 2049 8 -1
5 1 63 1 1 1 621 6692 2049 8 95.000000
2 1 64 0 0 0 235 355 10 6443 -1
3 1 64 1 0 0 235 355 10 6443 -1
4 1 64 1 1 0 235 355 10 6443 -1
5 1 64 1 1 1 235 355 10 6443 95.000000
2 1 65 0 0 0 481 6647 707 133 -1
3 1 65 1 0 0 481 6647 707 133 -1
4 1 65 1 1 0 481 6647 707 133 -1
5 1 65 1 1 1 481 6647 64 98 0.000000 .
5 1 65 1 1 2 646 6722 264 58 96.632797 SCALE:
5 1 65 1 1 3 972 6722 216 58 15.409508 NTS.
2 1 66 0 0 0 241 6794 133 138 -1
3 1 66 1 0 0 241 6794 149 138 -1
4 1 66 1 1 0 241 6794 133 138 -1
5 1 66 1 1 1 241 6794 133 138 32.507820 Ne
2 1 67 0 0 0 3581 1447 183 40 -1
3 1 67 1 0 0 3581 1447 183 40 -1
4 1 67 1 1 0 3581 1447 183 40 -1
5 1 67 1 1 1 3581 1447 183 40 96.379555 NOTES:
2 1 68 0 0 0 3581 1579 38 40 -1
3 1 68 1 0 0 3581 1579 38 40 -1
4 1 68 1 1 0 3581 1579 38 40 -1
5 1 68 1 1 1 3581 1579 38 40 83.299019 1.
2 1 69 0 0 0 3581 1704 44 40 -1
3 1 69 1 0 0 3581 1704 44 40 -1
4 1 69 1 1 0 3581 1704 44 40 -1
5 1 69 1 1 1 3581 1704 44 40 92.163879 2.
2 1 70 0 0 0 3581 1829 44 40 -1
3 1 70 1 0 0 3581 1829 44 40 -1
4 1 70 1 1 0 3581 1829 44 40 -1
5 1 70 1 1 1 3581 1829 44 40 48.533058 5.
2 1 71 0 0 0 3581 1954 44 40 -1
3 1 71 1 0 0 3581 1954 44 40 -1
4 1 71 1 1 0 3581 1954 44 40 -1
5 1 71 1 1 1 3581 1954 44 40 89.600609 4,
2 1 72 0 0 0 4382 518 527 41 -1
3 1 72 1 0 0 4382 518 527 41 -1
4 1 72 1 1 0 4382 518 527 41 -1
5 1 72 1 1 1 4382 518 63 40 93.976570 TO
5 1 72 1 1 2 4487 518 244 40 93.549980 ANTENNA
5 1 72 1 1 3 4773 518 136 41 93.549980 COAX
2 1 73 0 0 0 3830 816 1239 5 -1
3 1 73 1 0 0 3830 816 1239 5 -1
4 1 73 1 1 0 3830 816 1239 5 -1
5 1 73 1 1 1 3830 816 1239 5 95.000000
2 1 74 0 0 0 3830 817 2 326 -1
3 1 74 1 0 0 3830 817 2 326 -1
4 1 74 1 1 0 3830 817 2 326 -1
5 1 74 1 1 1 3830 817 2 326 95.000000
2 1 75 0 0 0 3850 820 1128 320 -1
3 1 75 1 0 0 3850 820 1128 320 -1
4 1 75 1 1 0 3850 820 1128 320 -1
5 1 75 1 1 1 3850 820 1128 320 95.000000
2 1 76 0 0 0 4935 847 136 207 -1
3 1 76 1 0 0 4935 847 136 207 -1
4 1 76 1 1 0 4935 847 136 207 -1
5 1 76 1 1 1 4935 847 136 207 95.000000
2 1 77 0 0 0 5067 817 2 326 -1
3 1 77 1 0 0 5067 817 2 326 -1
4 1 77 1 1 0 5067 817 2 326 -1
5 1 77 1 1 1 5067 817 2 326 95.000000
2 1 78 0 0 0 3830 1139 1239 5 -1
3 1 78 1 0 0 3830 1139 1239 5 -1
4 1 78 1 1 0 3830 1139 1239 5 -1
5 1 78 1 1 1 3830 1139 1239 5 95.000000
2 1 79 0 0 0 4004 1143 842 104 -1
3 1 79 1 0 0 4004 1143 842 104 -1
4 1 79 1 1 0 4004 1143 842 104 -1
5 1 79 1 1 1 4004 1143 85 90 35.134521 L
5 1 79 1 1 2 4126 1206 106 40 96.184845 TWO
5 1 79 1 1 3 4279 1206 135 40 94.246452 HOLE
5 1 79 1 1 4 4460 1206 136 41 94.246452 LONG
5 1 79 1 1 5 4644 1206 202 40 95.737122 BARREL
2 1 80 0 0 0 4126 1269 713 59 -1
3 1 80 1 0 0 4126 1269 713 59 -1
4 1 80 1 1 0 4126 1269 713 59 -1
5 1 80 1 1 1 4126 1275 383 41 94.853577 COMPRESSION
5 1 80 1 1 2 4558 1275 97 41 95.760780 LUG
5 1 80 1 1 3 4703 1269 136 59 95.760780 (TYP)
2 1 81 0 0 0 3694 1572 1954 48 -1
3 1 81 1 0 0 3694 1572 1954 48 -1
4 1 81 1 1 0 3694 1572 1954 48 -1
5 1 81 1 1 1 3694 1578 264 42 96.038391 DOUBLING
5 1 81 1 1 2 4006 1579 67 40 94.276047 UP
5 1 81 1 1 3 4121 1572 91 47 88.614532 OR
STACKING” OF CONNECTIONS IS NOT PERMITTED.
EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS.
GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL.
INSTALL GROUND BARS AT 75 FT. INTERVAL MAXIMUM.
ANTENNA GROUND BAR DETAIL TOWER GROUND BAR DETAIL
2
T-MOBILE SITE NUMBER:
SCALE: N.ILS.
PH21005F
BU #: 800612
AZ LAKE PLEASANT CAC
800612
STAINLESS STEEL BOLT
OVERLOOK RD
STAINLESS STEEL
FLAT WASHER PEORIA, AZ 85373
LI J) CL
2—HOLE CRIMP/ — l=
COMPRESSION = = EXISTING 76'-0" MONOPOLE
CONNECTOR SS} = |* ——— GROUND
BAR
Y ir —— — |
= =
2 ~—
x 26 STAINLESS STEEL
ee FLAT WASHER
STAINLESS STEEL
BELLVILLE WASHER STAINLESS STEEL NUT
SINGLE CONNECTOR Al GROUND BARS
/
ISSUED FOR: \
felelg|
STAINLESS STEEL BOLT
DATE | DRWN DESCRIPTION —[DES./QA
GRADE r— 6” WIDE METALLIC HTEL a
STAINLESS STEEL 03/18/16 | CV PRELIMINARY KK
WARNING /LOCATOR TAPE
FLAT WASHER 05/03/16 | BT PRELIMINARY CR
AT 12” DEPTH ( TOL DY
1 eee |
NOTE — ————— STEEL
ine
DRAGON TOOTH WASHER ON
36” EXOTHERMIC
DESIGN 2—HOLE CRIMP/
WELD == a
COMPRESSION J
STAINLESS STEEL
CONNECTOR
FLAT WASHER
SEE
STAINLESS STEEL STAINLESS STEEL NUT
THIS DOCUMENT IS
BELLVILLE WASHER
PRELIMINARY IN
GROUND RING #2 AWG COPPER SINGLE CONNECTOR Al STEEL OBJECTS NATURE AND IS NOTA
WIRE SOLID, TINNED
FINAL, SIGNED AND
STAINLESS STEEL SEALED DOCUMENT
SELF—DRILLING STAINLESS STEEL
METAL SCREW FLAT WASHER
2—HOLE CRIMP/ = \ mm
A GROUND ROD COMPRESSION I I I | ]
COPPER CLAD CONNECTOR
STEEL ROD
XO
W/MIN. 5/8 @ METALLIC OBJECT
x 10’-0” LONG
DRAGON TOOTH
WASHER Cliff Abernathy, P.E.
Professional Engineer License: #60113
SINGLE CONNECTOR Al MEIALLIC/STEEL OBJECTS
Crown Castle USA, Inc. Firm
Registration #14842
1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45
IT IS A VIOLATION OF LAW FOR ANY PERSON,
DEGREES FROM THE VERTICAL UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
GROUND ROD DETAIL HARDWARE DETAIL FOR EXTERIOR CONNECTIONS SHEET NUMBER: REVISION:
4 .
SCALE: NvILS. SCALE: N.T.S. G-2 B
WIRE SIZE BURNDY LUG BOLT SIZE BURNDY GROUND LUG (SEE
ise gf % re HEAT SHRINK
NOTE:
TABLE FOR SIZE AND
(CLEAR)
#6 AWG GREEN INSULATED YA6C—2TC38 3/8" — 16 NC S 2 BOLT MODEL)
HOME RUN GROUND LEADS ARE
NOT PERMITTED ON CROWN CASTLE TYPE _HS TYPE 2—YA=2 TYPE XA TYPE YA=2 TYPE GY NUT (TYP.) GROUNDING
#2 AWG SOLID TINNED YASC—2TC38 3/8" — 16 NC S 2 BOLT
le / CONDUCTOR
SITES. ALL TOWER GROUNDS ARE
TO BE MECHANICAL IN NATURE. NO #2 AWG STRANDED YA2C—21C38 3/8" — 16 NC S 2 BOLT LOCK WASHER (TYP.)
7
MODIFICATION OR DRILLING TO
a
TOWER STEEL IS ALLOWED IN ANY #2/0 AWG STRANDED YA26—21C38 3/8" — 16 NC S 2 BOLT
FORM OR FASHION CAD—WELDING ao
i
ON THE TOWER ARD/OR IN THE #4/0 AWG STRANDED YA28—2N 1/2” — 16 NC S 2 BOLT
AlR ARE NOT PERMITTED. GROUND BAR 4 1 202 1 2 0 8216 1098 328 59 -1
5 1 202 1 2 1 8216 1105 129 40 93.112938 BOLT
5 1 202 1 2 2 8389 1098 155 59 93.045471 (TYP.)
2 1 203 0 0 0 7415 1141 1350 228 -1
3 1 203 1 0 0 7415 1141 1350 228 -1
4 1 203 1 1 0 7415 1141 1350 228 -1
5 1 203 1 1 1 7415 1141 361 228 12.029257 FN
5 1 203 1 1 2 7918 1311 217 40 0.000000 sumen
5 1 203 1 1 3 8174 1311 106 40 95.991638 TWO
5 1 203 1 1 4 8327 1311 135 40 96.066391 HOLE
5 1 203 1 1 5 8508 1311 97 41 96.242378 LUG
5 1 203 1 1 6 8649 1311 116 40 96.241127 WITH
2 1 204 0 0 0 7918 1374 790 113 -1
3 1 204 1 0 0 7918 1374 790 113 -1
4 1 204 1 1 0 7918 1374 790 59 -1
5 1 204 1 1 1 7918 1380 137 41 96.522743 LONG
5 1 204 1 1 2 8102 1381 203 40 93.316536 BARREL
5 1 204 1 1 3 8348 1381 99 40 96.105232 FOR
5 1 204 1 1 4 8494 1374 64 59 96.105232 #6
5 1 204 1 1 5 8600 1380 108 41 96.609116 AWG
4 1 204 1 2 0 7918 1443 753 44 -1
5 1 204 1 2 1 7918 1443 274 40 94.828453 STRANDED
5 1 204 1 2 2 8238 1444 68 39 94.828453 OR
5 1 204 1 2 3 8354 1443 317 44 95.593254 EQUIVALENT
2 1 205 0 0 0 7411 971 4 362 -1
3 1 205 1 0 0 7411 971 4 362 -1
4 1 205 1 1 0 7411 971 4 362 -1
5 1 205 1 1 1 7411 971 4 362 95.000000
2 1 206 0 0 0 7294 1022 4 359 -1
3 1 206 1 0 0 7294 1022 4 359 -1
4 1 206 1 1 0 7294 1022 4 359 -1
5 1 206 1 1 1 7294 1022 4 359 95.000000
2 1 207 0 0 0 7309 1030 5 361 -1
3 1 207 1 0 0 7309 1030 5 361 -1
4 1 207 1 1 0 7309 1030 5 361 -1
5 1 207 1 1 1 7309 1030 5 361 95.000000
2 1 208 0 0 0 7522 1455 590 690 -1
3 1 208 1 0 0 7522 1455 590 690 -1
4 1 208 1 1 0 7522 1455 378 91 -1
5 1 208 1 1 1 7522 1455 378 91 95.000000
4 1 208 1 2 0 7522 1546 482 210 -1
5 1 208 1 2 1 7522 1546 482 210 95.000000
4 1 208 1 3 0 7535 1756 577 389 -1
5 1 208 1 3 1 7535 1756 577 389 95.000000
2 1 209 0 0 0 7920 1566 654 102 -1
3 1 209 1 0 0 7920 1566 654 102 -1
4 1 209 1 1 0 7920 1566 513 40 -1
5 1 209 1 1 1 7920 1566 133 40 96.708237 BARE
5 1 209 1 1 2 8095 1566 124 40 95.765671 WIRE
5 1 209 1 1 3 8259 1566 63 40 95.765671 TO
5 1 209 1 1 4 8370 1566 63 40 96.827950 BE
4 1 209 1 2 0 7920 1628 654 40 -1
5 1 209 1 2 1 7920 1628 190 40 15.690737 NO-—OX
5 1 209 1 2 2 8152 1628 59 40 93.978149 AT
5 1 209 1 2 3 8255 1628 134 40 93.978149 BOTH
5 1 209 1 2 4 8438 1628 136 40 96.285492 ENDS
2 1 210 0 0 0 8005 1785 534 109 -1
3 1 210 1 0 0 8005 1785 534 109 -1
4 1 210 1 1 0 8005 1785 534 59 -1
5 1 210 1 1 1 8005 1785 65 59 93.530891 #6
5 1 210 1 1 2 8112 1791 108 41 93.530891 AWG
5 1 210 1 1 3 8266 1791 273 41 96.259499 STRANDED
4 1 210 1 2 0 8005 1854 502 40 -1
5 1 210 1 2 1 8005 1854 172 40 86.844521 GREEN
5 1 210 1 2 2 8226 1854 281 40 86.844521 INSULATED
2 1 211 0 0 0 5201 2232 2049 17 -1
3 1 211 1 0 0 5201 2232 2049 17 -1
4 1 211 1 1 0 5201 2232 2049 17 -1
5 1 211 1 1 1 5201 2232 2049 17 95.000000
2 1 212 0 0 0 5225 2266 444 59 -1
3 1 212 1 0 0 5225 2266 444 59 -1
4 1 212 1 1 0 5225 2266 444 59 -1
5 1 212 1 1 1 5225 2266 265 59 91.992836 SCALE:
5 1 212 1 1 2 5551 2266 118 59 68.260872 N.T
2 1 213 0 0 0 5491 2626 690 59 -1
3 1 213 1 0 0 5491 2626 690 59 -1
4 1 213 1 1 0 5491 2626 690 59 -1
5 1 213 1 1 1 5491 2626 65 59 93.752113 #6
5 1 213 1 1 2 5599 2632 107 41 95.493347 AWG
5 1 213 1 1 3 5754 2633 140 40 96.316811 FROM
5 1 213 1 1 4 5938 2633 243 40 96.643417 ANTENNA
2 1 214 0 0 0 5491 2695 165 41 -1
3 1 214 1 0 0 5491 2695 165 41 -1
4 1 214 1 1 0 5491 2695 165 41 -1
5 1 214 1 1 1 5491 2695 165 41 96.277054 CABLE
2 1 215 0 0 0 5094 3226 247 40 -1
3 1 215 1 0 0 5094 3226 247 40 -1
4 1 215 1 1 0 5094 3226 247 40 -1
5 1 215 1 1 1 5094 3226 69 40 94.185524 ON
5 1 215 1 1 2 5209 3226 132 40 94.185524 WALL
2 1 216 0 0 0 5094 3163 891 165 -1
3 1 216 1 0 0 5094 3163 891 165 -1
4 1 216 1 1 0 5094 3163 628 41 -1
5 1 216 1 1 1 5094 3163 215 41 96.000694 COPPER
5 1 216 1 1 2 5355 3163 222 41 89.635864 GROUND
5 1 216 1 1 3 5624 3163 98 40 89.635864 BAR
4 1 216 1 2 0 5348 3225 637 48 -1
5 1 216 1 2 1 5348 3260 6 6 84.674850 .
5 1 216 1 2 2 5403 3225 77 41 93.804214 ICE
5 1 216 1 2 3 5526 3225 204 48 94.240311 BRIDGE,
5 1 216 1 2 4 5964 3235 21 30 93.010315 \
4 1 216 1 3 0 5094 3288 685 40 -1
5 1 216 1 3 1 5094 3288 169 40 96.318962 FLOOR
5 1 216 1 3 2 5308 3288 69 40 95.106789 OR
5 1 216 1 3 3 5422 3288 69 40 95.106789 ON
5 1 216 1 3 4 5535 3288 244 40 96.206070 ANTENNA
2 1 217 0 0 0 5095 3351 177 40 -1
3 1 217 1 0 0 5095 3351 177 40 -1
4 1 217 1 1 0 5095 3351 177 40 -1
5 1 217 1 1 1 5095 3351 177 40 96.446190 TOWER
2 1 218 0 0 0 5092 3726 588 47 -1
3 1 218 1 0 0 5092 3726 588 47 -1
4 1 218 1 1 0 5092 3726 588 47 -1
5 1 218 1 1 1 5092 3726 132 40 83.729469 *TWO
5 1 218 1 1 2 5271 3726 134 40 96.450623 HOLE
5 1 218 1 1 3 5451 3726 113 47 95.703629 LUG,
5 1 218 1 1 4 5612 3726 68 40 96.492043 OR
2 1 219 0 0 0 5680 2266 88 59 -1
3 1 219 1 0 0 5680 2266 88 59 -1
4 1 219 1 1 0 5680 2266 88 59 -1
5 1 219 1 1 1 5680 2266 88 59 39.512619 S.
2 1 220 0 0 0 6196 2636 439 78 -1
3 1 220 1 0 0 6196 2636 439 78 -1
4 1 220 1 1 0 6196 2636 439 78 -1
5 1 220 1 1 1 6196 2636 439 78 95.000000
2 1 221 0 0 0 5700 2695 344 41 -1
3 1 221 1 0 0 5700 2695 344 41 -1
4 1 221 1 1 0 5700 2695 344 41 -1
5 1 221 1 1 1 5700 2695 222 41 57.014580 GROUND
5 1 221 1 1 2 5970 2695 74 40 85.064987 KIT
2 1 222 0 0 0 7201 2446 1927 16 -1
3 1 222 1 0 0 7201 2446 1927 16 -1
4 1 222 1 1 0 7201 2446 1927 16 -1
5 1 222 1 1 1 7201 2446 1927 16 95.000000
2 1 223 0 0 0 6215 2855 926 10 -1
3 1 223 1 0 0 6215 2855 926 10 -1
4 1 223 1 1 0 6215 2855 926 10 -1
5 1 223 1 1 1 6215 2855 926 10 95.000000
2 1 224 0 0 0 6813 2905 5 372 -1
3 1 224 1 0 0 6813 2905 5 372 -1
4 1 224 1 1 0 6813 2905 5 372 -1
5 1 224 1 1 1 6813 2905 5 372 95.000000
2 1 225 0 0 0 6815 2905 4 372 -1
3 1 225 1 0 0 6815 2905 4 372 -1
4 1 225 1 1 0 6815 2905 4 372 -1
5 1 225 1 1 1 6815 2905 4 372 95.000000
2 1 226 0 0 0 6905 2906 6 373 -1
3 1 226 1 0 0 6905 2906 6 373 -1
4 1 226 1 1 0 6905 2906 6 373 -1
5 1 226 1 1 1 6905 2906 6 373 95.000000
2 1 227 0 0 0 6907 2906 5 373 -1
3 1 227 1 0 0 6907 2906 5 373 -1
4 1 227 1 1 0 6907 2906 5 373 -1
5 1 227 1 1 1 6907 2906 5 373 95.000000
2 1 228 0 0 0 5997 3447 78 67 -1
3 1 228 1 0 0 5997 3447 78 67 -1
4 1 228 1 1 0 5997 3447 78 67 -1
5 1 228 1 1 1 5997 3447 78 67 96.948082 ©
2 1 229 0 0 0 6195 3301 9 356 -1
3 1 229 1 0 0 6195 3301 9 356 -1
4 1 229 1 1 0 6195 3301 9 356 -1
5 1 229 1 1 1 6195 3301 9 356 95.000000
2 1 230 0 0 0 6105 3449 2 207 -1
3 1 230 1 0 0 6105 3449 2 207 -1
4 1 230 1 1 0 6105 3449 2 207 -1
5 1 230 1 1 1 6105 3449 2 207 95.000000
2 1 231 0 0 0 7197 2453 8 725 -1
3 1 231 1 0 0 7197 2453 8 725 -1
4 1 231 1 1 0 7197 2453 8 725 -1
5 1 231 1 1 1 7197 2453 8 725 95.000000
2 1 232 0 0 0 7238 2490 182 40 -1
3 1 232 1 0 0 7238 2490 182 40 -1
4 1 232 1 1 0 7238 2490 182 40 -1
5 1 232 1 1 1 7238 2490 182 40 96.177773 NOTES:
2 1 233 0 0 0 7230 2535 197 2 -1
3 1 233 1 0 0 7230 2535 197 2 -1
4 1 233 1 1 0 7230 2535 197 2 -1
5 1 233 1 1 1 7230 2535 197 2 95.000000
2 1 234 0 0 0 7238 2615 11 40 -1
3 1 234 1 0 0 7238 2615 11 40 -1
4 1 234 1 1 0 7238 2615 11 40 -1
5 1 234 1 1 1 7238 2615 11 40 36.483807 a
2 1 235 0 0 0 7388 2614 1560 41 -1
3 1 235 1 0 0 7388 2614 1560 41 -1
4 1 235 1 1 0 7388 2614 1560 41 -1
5 1 235 1 1 1 7388 2615 243 40 95.595016 ANTENNA
5 1 235 1 1 2 7673 2614 313 41 94.587624 GROUNDING
5 1 235 1 1 3 8034 2615 133 40 96.746025 BARS
5 1 235 1 1 4 8214 2615 101 40 96.308563 NOT
5 1 235 1 1 5 8354 2615 63 40 96.308563 TO
5 1 235 1 1 6 8464 2615 101 40 90.312843 USE
5 1 235 1 1 7 8611 2615 337 40 90.312843 INSULATORS.
2 1 236 0 0 0 7238 2739 1655 104 -1
3 1 236 1 0 0 7238 2739 1655 104 -1
4 1 236 1 1 0 7238 2739 1655 41 -1
5 1 236 1 1 1 7238 2740 43 40 87.077354 2.
5 1 236 1 1 2 7388 2739 221 41 87.077354 GROUND
5 1 236 1 1 3 7657 2740 133 40 95.177002 BARS
5 1 236 1 1 4 7832 2740 60 40 95.177002 AT
5 1 236 1 1 5 7935 2740 205 40 95.352043 BOTTOM
5 1 236 1 1 6 8187 2740 67 40 96.472534 OF
5 1 236 1 1 7 8293 2740 213 40 95.693634 TOWERS
5 1 236 1 1 8 8552 2740 163 40 91.704865 SHALL
5 1 236 1 1 9 8757 2740 136 40 94.010101 ONLY
4 1 236 1 2 0 7388 2802 712 41 -1
5 1 236 1 2 1 7388 2803 100 39 96.556244 USE
5 1 236 1 2 2 7534 2802 333 41 95.859535 EXOTHERMIC
5 1 236 1 2 3 7911 2803 189 40 95.296577 WELDS.
2 1 237 0 0 0 7238 2927 1762 166 -1
3 1 237 1 0 0 7238 2927 1762 166 -1
4 1 237 1 1 0 7238 2927 1716 41 -1
5 1 237 1 1 1 7238 2928 43 39 84.693176 oF
5 1 237 1 1 2 7388 2927 239 41 95.396461 GENERAL
5 1 237 1 1 3 7670 2927 348 41 95.396461 CONTRACTOR
5 1 237 1 1 4 8066 2928 40 39 94.552170 IS
5 1 237 1 1 5 8148 2927 64 40 94.445107 TO
5 1 237 1 1 6 8259 2928 226 39 95.989983 FURNISH
5 1 237 1 1 7 8529 2928 104 39 86.721542 AND
5 1 237 1 1 8 8680 2927 204 40 86.721542 INSTALL
5 1 237 1 1 9 8923 2928 31 39 94.377647 A
4 1 237 1 2 0 7388 2989 1612 42 -1
5 1 237 1 2 1 7388 2990 284 40 41.095524 2x6—-HOLE
5 1 237 1 2 2 7716 2990 222 40 96.422485 GROUND
5 1 237 1 2 3 7985 2990 98 40 95.409996 BAR
5 1 237 1 2 4 8130 2990 42 40 94.954422 IN
5 1 237 1 2 5 8216 2990 99 40 95.306892 THE
5 1 237 1 2 6 8359 2989 102 42 96.177704 GBF
5 1 237 1 2 7 8503 2990 67 40 95.598045 OF
5 1 237 1 2 8 8609 2990 99 40 95.598045 THE
5 1 237 1 2 9 8754 2990 100 40 96.259323 RBS
5 1 237 1 2 10 8896 2990 104 40 96.259323 AND
4 1 237 1 3 0 7388 3052 1004 41 -1
5 1 237 1 3 1 7388 3052 170 40 79.430809 TIE-IN
5 1 237 1 3 2 7602 3052 63 40 95.658119 TO
5 1 237 1 3 3 7712 3052 230 41 95.658119 EXISTING
5 1 237 1 3 4 7988 3052 221 41 74.255783 GROUND
5 1 237 1 3 5 8257 3052 135 41 56.469078 RING.
2 1 238 0 0 0 9123 2453 8 725 -1
3 1 238 1 0 0 9123 2453 8 725 -1
4 1 238 1 1 0 9123 2453 8 725 -1
5 1 238 1 1 1 9123 2453 8 725 95.000000
2 1 239 0 0 0 7201 3168 1927 17 -1
3 1 239 1 0 0 7201 3168 1927 17 -1
4 1 239 1 1 0 7201 3168 1927 17 -1
5 1 239 1 1 1 7201 3168 1927 17 95.000000
2 1 240 0 0 0 6103 2714 1057 941 -1
3 1 240 1 0 0 6103 2714 1057 941 -1
4 1 240 1 1 0 6103 2714 1057 941 -1
5 1 240 1 1 1 6103 2714 1057 941 95.000000
2 1 241 0 0 0 7135 3299 4 357 -1
3 1 241 1 0 0 7135 3299 4 357 -1
4 1 241 1 1 0 7135 3299 4 357 -1
5 1 241 1 1 1 7135 3299 4 357 95.000000
2 1 242 0 0 0 7149 3447 188 109 -1
3 1 242 1 0 0 7149 3447 188 109 -1
4 1 242 1 1 0 7149 3447 188 109 -1
5 1 242 1 1 1 7149 3492 63 64 0.000000 a}
5 1 242 1 1 2 7260 3447 77 67 79.359810 ©
2 1 243 0 0 0 7227 3445 3 213 -1
3 1 243 1 0 0 7227 3445 3 213 -1
4 1 243 1 1 0 7227 3445 3 213 -1
5 1 243 1 1 1 7227 3445 3 213 95.000000
2 1 244 0 0 0 6004 3623 1324 11 -1
3 1 244 1 0 0 6004 3623 1324 11 -1
4 1 244 1 1 0 6004 3623 1324 11 -1
5 1 244 1 1 1 6004 3623 1324 11 95.000000
2 1 245 0 0 0 6628 3625 700 7 -1
3 1 245 1 0 0 6628 3625 700 7 -1
4 1 245 1 1 0 6628 3625 700 7 -1
5 1 245 1 1 1 6628 3625 700 7 95.000000
2 1 246 0 0 0 6104 3650 96 2 -1
3 1 246 1 0 0 6104 3650 96 2 -1
4 1 246 1 1 0 6104 3650 96 2 -1
5 1 246 1 1 1 6104 3650 96 2 95.000000
2 1 247 0 0 0 5739 3747 385 4 -1
3 1 247 1 0 0 5739 3747 385 4 -1
4 1 247 1 1 0 5739 3747 385 4 -1
5 1 247 1 1 1 5739 3747 385 4 95.000000
2 1 248 0 0 0 6066 3740 48 18 -1
3 1 248 1 0 0 6066 3740 48 18 -1
4 1 248 1 1 0 6066 3740 48 18 -1
5 1 248 1 1 1 6066 3740 48 18 36.672916 !
2 1 249 0 0 0 5092 3788 669 123 -1
3 1 249 1 0 0 5092 3788 669 123 -1
4 1 249 1 1 0 5092 3788 621 41 -1
5 1 249 1 1 1 5092 3788 333 41 95.920647 EXOTHERMIC
5 1 249 1 1 2 5469 3789 138 40 95.920647 WELD
5 1 249 1 1 3 5650 3789 63 40 94.687698 TO
4 1 249 1 2 0 5092 3851 669 60 -1
5 1 249 1 2 1 5092 3859 63 39 95.665649 BE
5 1 249 1 2 2 5201 3859 137 39 95.665649 USED
5 1 249 1 2 3 5382 3858 117 40 96.735321 WITH
5 1 249 1 2 4 5546 3851 65 60 96.933952 #2
5 1 249 1 2 5 5653 3858 108 41 96.153801 AWG
2 1 250 0 0 0 5092 3920 599 167 -1
3 1 250 1 0 0 5092 3920 599 167 -1
4 1 250 1 1 0 5092 3920 501 41 -1
5 1 250 1 1 1 5092 3920 110 41 92.419594 BCW
5 1 250 1 1 2 5242 3921 64 40 96.367912 TO
5 1 250 1 1 3 5353 3921 240 40 96.367912 BUILDING
4 1 250 1 2 0 5092 3983 599 41 -1
5 1 250 1 2 1 5092 3983 219 41 96.532692 SERVICE
5 1 250 1 2 2 5355 3983 222 41 96.176353 GROUND
5 1 250 1 2 3 5622 3984 69 39 95.726517 OR
4 1 250 1 3 0 5092 4045 388 42 -1
5 1 250 1 3 1 5092 4045 222 42 59.915737 GROUND
5 1 250 1 3 2 5362 4046 118 40 87.414711 RING
2 1 251 0 0 0 5713 4353 1125 59 -1
3 1 251 1 0 0 5713 4353 1125 59 -1
4 1 251 1 1 0 5713 4353 1125 59 -1
5 1 251 1 1 1 5713 4353 528 59 84.525734 GROUNDWIRE
5 1 251 1 1 2 6311 4353 527 59 95.539886 INSTALLATION
2 1 252 0 0 0 7135 3650 96 2 -1
3 1 252 1 0 0 7135 3650 96 2 -1
4 1 252 1 1 0 7135 3650 96 2 -1
5 1 252 1 1 1 7135 3650 96 2 95.000000
2 1 253 0 0 0 7210 3723 1066 290 -1
3 1 253 1 0 0 7210 3723 1066 290 -1
4 1 253 1 1 0 7210 3723 1064 41 -1
5 1 253 1 1 1 7206 3719 243 62 0.000000 it
5 1 253 1 1 2 7655 3723 303 41 94.166992 GROUNDING
5 1 253 1 1 3 8004 3724 163 39 92.436859 SHALL
5 1 253 1 1 4 8211 3724 63 39 96.219635 BE
4 1 253 1 2 0 7645 3786 488 40 -1
5 1 253 1 2 1 7645 3786 297 40 95.170547 ELIMINATED
5 1 253 1 2 2 7986 3786 147 40 94.595657 WHEN
4 1 253 1 3 0 7645 3848 454 41 -1
5 1 253 1 3 1 7645 3848 222 41 92.535301 GROUND
5 1 253 1 3 2 7914 3849 97 39 92.535301 BAR
5 1 253 1 3 3 8059 3849 40 39 90.651367 IS
4 1 253 1 4 0 7645 3910 631 42 -1
5 1 253 1 4 1 7645 3910 372 42 94.420013 ELECTRICALLY
5 1 253 1 4 2 8061 3911 215 40 96.836700 BONDED
4 1 253 1 5 0 7645 3973 488 40 -1
5 1 253 1 5 1 7645 3973 63 40 95.094795 TO
5 1 253 1 5 2 7755 3973 162 40 92.972527 METAL
5 1 253 1 5 3 7955 3973 178 40 92.972527 TOWER
2 1 254 0 0 0 5681 4450 2049 19 -1
3 1 254 1 0 0 5681 4450 2049 19 -1
4 1 254 1 1 0 5681 4450 2049 19 -1
5 1 254 1 1 1 5681 4450 2049 19 95.000000
2 1 255 0 0 0 3137 6564 2049 19 -1
3 1 255 1 0 0 3137 6564 2049 19 -1
4 1 255 1 1 0 3137 6564 2049 19 -1
5 1 255 1 1 1 3137 6564 2049 19 95.000000
2 1 256 0 0 0 2997 6524 707 134 -1
3 1 256 1 0 0 2997 6524 707 134 -1
4 1 256 1 1 0 2997 6524 707 134 -1
5 1 256 1 1 1 2997 6524 64 99 92.945175 /
5 1 256 1 1 2 3161 6599 265 59 96.180229 SCALE:
5 1 256 1 1 3 3487 6599 217 59 0.000000 NTS.
2 1 257 0 0 0 5705 4485 542 59 -1
3 1 257 1 0 0 5705 4485 542 59 -1
4 1 257 1 1 0 5705 4485 542 59 -1
5 1 257 1 1 1 5705 4486 265 58 91.692787 SCALE:
5 1 257 1 1 2 6031 4485 216 59 17.624865 N.T.S.
2 1 258 0 0 0 6133 5000 1127 44 -1
3 1 258 1 0 0 6133 5000 1127 44 -1
4 1 258 1 1 0 6133 5000 1127 44 -1
5 1 258 1 1 1 6133 5001 219 43 95.342628 INSTALL
5 1 258 1 1 2 6400 5001 116 43 96.640190 NEW
5 1 258 1 1 3 6563 5000 239 44 96.023232 GROUND
5 1 258 1 1 4 6853 5001 104 43 95.756126 BAR
5 1 258 1 1 5 7003 5001 68 43 96.388802 TO
5 1 258 1 1 6 7122 5001 138 43 94.856941 PIPE.
2 1 259 0 0 0 5937 5184 1668 193 -1
3 1 259 1 0 0 5937 5184 1668 193 -1
4 1 259 1 1 0 5938 5184 812 64 -1
5 1 259 1 1 1 5938 5184 69 64 95.385597 #2
5 1 259 1 1 2 6053 5192 202 43 95.385597 TINNED
5 1 259 1 1 3 6304 5192 160 43 96.433548 SOLID
5 1 259 1 1 4 6515 5192 45 43 95.354538 IN
5 1 259 1 1 5 6611 5184 139 64 93.974930 3/4”
4 1 259 1 2 0 5937 5205 1615 147 -1
5 1 259 1 2 1 5937 5259 177 47 91.629631 LIQUID
5 1 259 1 2 2 6160 5258 158 44 91.629631 TIGHT
5 1 259 1 2 3 6364 5259 248 43 94.877983 CONDUIT
5 1 259 1 2 4 6659 5205 664 147 61.601982 FROM
5 1 259 1 2 5 7375 5276 177 38 34.291534 Se
4 1 259 1 3 0 5937 5299 1668 78 -1
5 1 259 1 3 1 5937 5326 97 51 95.673553 24”
5 1 259 1 3 2 6083 5334 189 43 95.673553 BELOW
5 1 259 1 3 3 6319 5333 185 44 95.607170 GRADE
5 1 259 1 3 4 6548 5334 67 43 95.337151 TO
5 1 259 1 3 5 6663 5334 183 43 96.850021 WITHIN
5 1 259 1 3 6 7325 5299 37 53 7.039518 f
5 1 259 1 3 7 7568 5299 37 53 88.772438 \
2 1 260 0 0 0 5937 5401 915 320 -1
3 1 260 1 0 0 5937 5401 915 320 -1
4 1 260 1 1 0 5937 5401 753 51 -1
5 1 260 1 1 1 5937 5401 58 50 86.154747 3”
5 1 260 1 1 2 6039 5409 68 42 95.260361 TO
5 1 260 1 1 3 6158 5401 56 50 59.859802 6”
5 1 260 1 1 4 6261 5409 72 42 93.300751 OF
5 1 260 1 1 5 6379 5408 311 44 58.231888 CAD—WELD
4 1 260 1 2 0 5937 5476 915 43 -1
5 1 260 1 2 1 5937 5476 369 43 89.761971 TERMINATION
5 1 260 1 2 2 6360 5476 177 43 89.761971 POINT.
5 1 260 1 2 3 6590 5476 262 43 92.795097 EXPOSED
4 1 260 1 3 0 5937 5543 807 47 -1
5 1 260 1 3 1 5937 5543 108 43 95.950554 END
5 1 260 1 3 2 6094 5543 72 43 95.950554 OF
5 1 260 1 3 3 6208 5543 106 43 95.488014 THE
5 1 260 1 3 4 6364 5543 177 47 91.279495 LIQUID
5 1 260 1 3 5 6586 5543 158 43 95.715172 TIGHT
4 1 260 1 4 0 5937 5610 819 44 -1
5 1 260 1 4 1 5937 5610 248 44 96.206406 CONDUIT
5 1 260 1 4 2 6233 5610 150 43 96.340233 MUST
5 1 260 1 4 3 6431 5610 67 43 96.340233 BE
5 1 260 1 4 4 6546 5610 210 43 95.551453 SEALED
4 1 260 1 5 0 5937 5677 678 44 -1
5 1 260 1 5 1 5937 5677 126 43 93.781837 WITH
5 1 260 1 5 2 6114 5677 256 44 93.781837 SILICONE
5 1 260 1 5 3 6417 5678 198 43 95.225121 CAULK.
2 1 261 0 0 0 7491 4920 578 43 -1
3 1 261 1 0 0 7491 4920 578 43 -1
4 1 261 1 1 0 7491 4920 578 43 -1
5 1 261 1 1 1 7491 4933 417 18 24.642166 =
5 1 261 1 1 2 7946 4920 123 43 93.730049 PIPE
2 1 262 0 0 0 7407 5273 116 3 -1
3 1 262 1 0 0 7407 5273 116 3 -1
4 1 262 1 1 0 7407 5273 116 3 -1
5 1 262 1 1 1 7407 5273 116 3 95.000000
2 1 263 0 0 0 7407 5219 1 97 -1
3 1 263 1 0 0 7407 5219 1 97 -1
4 1 263 1 1 0 7407 5219 1 97 -1
5 1 263 1 1 1 7407 5219 1 97 95.000000
2 1 264 0 0 0 7407 5314 116 3 -1
3 1 264 1 0 0 7407 5314 116 3 -1
4 1 264 1 1 0 7407 5314 116 3 -1
5 1 264 1 1 1 7407 5314 116 3 95.000000
2 1 265 0 0 0 7392 5354 146 3 -1
3 1 265 1 0 0 7392 5354 146 3 -1
4 1 265 1 1 0 7392 5354 146 3 -1
5 1 265 1 1 1 7392 5354 146 3 95.000000
2 1 266 0 0 0 7258 5366 414 201 -1
3 1 266 1 0 0 7258 5366 414 201 -1
4 1 266 1 1 0 7275 5366 108 39 -1
5 1 266 1 1 1 7275 5366 108 39 50.188904 +t
4 1 266 1 2 0 7287 5419 16 40 -1
5 1 266 1 2 1 7287 5419 16 40 93.131004 /
4 1 266 1 3 0 7272 5472 14 40 -1
5 1 266 1 3 1 7272 5472 14 40 92.618629 /
4 1 266 1 4 0 7258 5526 414 41 -1
5 1 266 1 4 1 7258 5526 13 41 66.698059 |
5 1 266 1 4 2 7658 5527 14 40 92.073761 \
2 1 267 0 0 0 7237 5581 456 96 -1
3 1 267 1 0 0 7237 5581 456 96 -1
4 1 267 1 1 0 7246 5581 437 41 -1
5 1 267 1 1 1 7246 5581 12 41 44.112717 /
5 1 267 1 1 2 7672 5581 11 41 93.211502 \
4 1 267 1 2 0 7237 5637 456 40 -1
5 1 267 1 2 1 7237 5637 10 40 75.023361 |
5 1 267 1 2 2 7682 5637 11 40 93.209862 \
2 1 268 0 0 0 7255 5776 420 14 -1
3 1 268 1 0 0 7255 5776 420 14 -1
4 1 268 1 1 0 7255 5776 420 14 -1
5 1 268 1 1 1 7255 5776 420 14 95.000000
2 1 269 0 0 0 7436 4812 10 1055 -1
3 1 269 1 0 0 7436 4812 10 1055 -1
4 1 269 1 1 0 7436 4812 10 1055 -1
5 1 269 1 1 1 7436 4812 10 1055 95.000000
2 1 270 0 0 0 7483 4812 10 1055 -1
3 1 270 1 0 0 7483 4812 10 1055 -1
4 1 270 1 1 0 7483 4812 10 1055 -1
5 1 270 1 1 1 7483 4812 10 1055 95.000000
2 1 271 0 0 0 5914 5647 2307 295 -1
3 1 271 1 0 0 5914 5647 2307 276 -1
4 1 271 1 1 0 7671 5647 550 165 -1
5 1 271 1 1 1 7671 5647 248 165 43.429436 va
5 1 271 1 1 2 7960 5651 261 43 91.887154 CADWELD
4 1 271 1 2 0 5914 5744 1573 198 -1
5 1 271 1 2 1 5914 5880 79 43 83.945168 TE
5 1 271 1 2 2 6043 5880 119 43 86.627823 INTO
5 1 271 1 2 3 6213 5880 246 43 92.525742 EXISTING
5 1 271 1 2 4 6509 5880 238 43 60.356476 GROUND
5 1 271 1 2 5 6799 5880 127 43 95.176285 RING
5 1 271 1 2 6 6959 5744 296 198 11.899452 _*
2 1 272 0 0 0 5708 6466 1320 59 -1
3 1 272 1 0 0 5708 6466 1320 59 -1
4 1 272 1 1 0 5708 6466 1320 59 -1
5 1 272 1 1 1 5708 6466 592 59 93.251465 TRANSITIONING
5 1 272 1 1 2 6370 6467 331 58 69.203773 GROUND
5 1 272 1 1 3 6774 6466 254 59 90.461349 DETAIL
2 1 273 0 0 0 7541 5376 8 652 -1
3 1 273 1 0 0 7541 5376 8 652 -1
4 1 273 1 1 0 7541 5376 8 652 -1
5 1 273 1 1 1 7541 5376 8 652 95.000000
2 1 274 0 0 0 7381 5377 7 651 -1
3 1 274 1 0 0 7381 5377 7 651 -1
4 1 274 1 1 0 7381 5377 7 651 -1
5 1 274 1 1 1 7381 5377 7 651 95.000000
2 1 275 0 0 0 7383 6026 163 2 -1
3 1 275 1 0 0 7383 6026 163 2 -1
4 1 275 1 1 0 7383 6026 163 2 -1
5 1 275 1 1 1 7383 6026 163 2 95.000000
2 1 276 0 0 0 5681 6564 2049 19 -1
3 1 276 1 0 0 5681 6564 2049 19 -1
4 1 276 1 1 0 5681 6564 2049 19 -1
5 1 276 1 1 1 5681 6564 2049 19 95.000000
2 1 277 0 0 0 5540 6524 707 134 -1
3 1 277 1 0 0 5540 6524 707 134 -1
4 1 277 1 1 0 5540 6524 707 134 -1
5 1 277 1 1 1 5540 6524 64 99 15.981503 S
5 1 277 1 1 2 5705 6599 265 59 92.003784 SCALE:
5 1 277 1 1 3 6031 6599 216 59 5.852757 N.T.S.
2 1 278 0 0 0 9334 221 1305 390 -1
3 1 278 1 0 0 9334 221 1305 390 -1
4 1 278 1 1 0 9334 221 221 390 -1
5 1 278 1 1 1 9334 221 221 390 17.845154 =—
4 1 278 1 2 0 10501 221 138 138 -1
5 1 278 1 2 1 10501 221 138 138 0.000000 yy
2 1 279 0 0 0 9809 424 767 191 -1
3 1 279 1 0 0 9809 424 767 191 -1
4 1 279 1 1 0 9809 424 767 191 -1
5 1 279 1 1 1 9809 424 767 191 85.552040 Mobile-
2 1 280 0 0 0 9677 663 617 112 -1
3 1 280 1 0 0 9677 663 617 112 -1
4 1 280 1 1 0 9677 663 617 39 -1
5 1 280 1 1 1 9677 664 105 38 92.408989 2625
5 1 280 1 1 2 9802 663 23 39 89.389160 S
5 1 280 1 1 3 9843 663 182 39 94.715256 PLAZA
5 1 280 1 1 4 10041 664 81 38 95.817360 DR
5 1 280 1 1 5 10138 663 61 39 89.460663 ST
5 1 280 1 1 6 10215 664 79 38 89.460663 400
4 1 280 1 2 0 9762 727 448 48 -1
5 1 280 1 2 1 9762 727 205 48 94.258423 TEMPE,
5 1 280 1 2 2 9982 727 76 38 94.691757 AZ
5 1 280 1 2 3 10078 728 132 38 96.562790 85282
2 1 281 0 0 0 9592 820 788 42 -1
3 1 281 1 0 0 9592 820 788 42 -1
4 1 281 1 1 0 9592 820 788 42 -1
5 1 281 1 1 1 9592 820 94 31 93.716805 TEL:
5 1 281 1 1 2 9716 820 86 41 93.716805 (480)
5 1 281 1 1 3 9820 820 165 31 96.238930 638-2600
5 1 281 1 1 4 10000 820 97 31 96.604317 FAX:
5 1 281 1 1 5 10114 820 86 42 95.555557 (480)
5 1 281 1 1 6 10217 820 163 31 96.327301 638-2852
2 1 282 0 0 0 9331 358 5 416 -1
3 1 282 1 0 0 9331 358 5 416 -1
4 1 282 1 1 0 9331 358 5 416 -1
5 1 282 1 1 1 9331 358 5 416 95.000000
2 1 283 0 0 0 10637 356 6 419 -1
3 1 283 1 0 0 10637 356 6 419 -1
4 1 283 1 1 0 10637 356 6 419 -1
5 1 283 1 1 1 10637 356 6 419 95.000000
2 1 284 0 0 0 9458 906 1057 9 -1
3 1 284 1 0 0 9458 906 1057 9 -1
4 1 284 1 1 0 9458 906 1057 9 -1
5 1 284 1 1 1 9458 906 1057 9 95.000000
2 1 285 0 0 0 9334 770 1305 296 -1
3 1 285 1 0 0 9334 770 1305 281 -1
4 1 285 1 1 0 9334 770 145 281 -1
5 1 285 1 1 1 9334 770 145 281 28.173933 a
4 1 285 1 2 0 9527 1020 152 46 -1
5 1 285 1 2 1 9527 1020 152 46 77.209999 )
4 1 285 1 3 0 10494 771 145 278 -1
5 1 285 1 3 1 10494 771 145 278 12.057724 UM.
2 1 286 0 0 0 9760 1045 171 2 -1
3 1 286 1 0 0 9760 1045 171 2 -1
4 1 286 1 1 0 9760 1045 171 2 -1
5 1 286 1 1 1 9760 1045 171 2 95.000000
2 1 287 0 0 0 9554 1051 26 2 -1
3 1 287 1 0 0 9554 1051 26 2 -1
4 1 287 1 1 0 9554 1051 26 2 -1
5 1 287 1 1 1 9554 1051 26 2 39.136307 \
2 1 288 0 0 0 9648 1051 161 26 -1
3 1 288 1 0 0 9648 1051 161 23 -1
4 1 288 1 1 0 9648 1051 49 23 -1
5 1 288 1 1 1 9648 1051 49 23 48.274303 (\
4 1 288 1 2 0 9673 1059 31 18 -1
5 1 288 1 2 1 9673 1059 31 18 27.616568 WD
4 1 288 1 3 0 9750 1051 22 5 -1
5 1 288 1 3 1 9750 1051 22 5 63.476532 \
4 1 288 1 4 0 9795 1055 14 1 -1
5 1 288 1 4 1 9795 1051 28 5 91.894325 \
2 1 289 0 0 0 9489 1017 415 234 -1
3 1 289 1 0 0 9489 1051 315 114 -1
4 1 289 1 1 0 9489 1051 81 27 -1
5 1 289 1 1 1 9489 1051 81 27 0.000000 .
4 1 289 1 2 0 9696 1017 208 234 -1
5 1 289 1 2 1 9696 1017 208 234 9.343863 7
2 1 290 0 0 0 9891 1048 607 185 -1
3 1 290 1 0 0 9891 1048 607 185 -1
4 1 290 1 1 0 9891 1048 607 185 -1
5 1 290 1 1 1 9891 1051 55 182 0.000000 ~
5 1 290 1 1 2 10015 1048 483 93 91.785431 CROWN
2 1 291 0 0 0 9651 1347 668 104 -1
3 1 291 1 0 0 9651 1347 668 104 -1
4 1 291 1 1 0 9651 1347 668 39 -1
5 1 291 1 1 1 9651 1348 105 38 93.036484 2055
5 1 291 1 1 2 9788 1347 11 39 90.092094 S
5 1 291 1 1 3 9818 1347 306 39 91.773125 STEARMAN
5 1 291 1 1 4 10142 1348 177 38 96.545250 DRIVE
4 1 291 1 2 0 9943 1402 327 49 -1
5 1 291 1 2 1 9943 1404 85 47 96.794556 ER,
5 1 291 1 2 2 10044 1402 75 39 68.087051 AZ
5 1 291 1 2 3 10139 1403 131 38 95.429657 85225
2 1 292 0 0 0 9466 1080 60 125 -1
3 1 292 1 0 0 9466 1080 60 125 -1
4 1 292 1 1 0 9466 1080 60 125 -1
5 1 292 1 1 1 9466 1080 60 125 22.477074 SSA
2 1 293 0 0 0 9646 1166 94 29 -1
3 1 293 1 0 0 9646 1166 94 29 -1
4 1 293 1 1 0 9646 1166 94 29 -1
5 1 293 1 1 1 9646 1166 94 29 95.000000
2 1 294 0 0 0 9477 1208 76 38 -1
3 1 294 1 0 0 9476 1206 77 40 -1
4 1 294 1 1 0 9477 1208 76 38 -1
5 1 294 1 1 1 9477 1208 76 38 7.395554 ip
2 1 295 0 0 0 9514 1258 177 7 -1
3 1 295 1 0 0 9514 1258 177 7 -1
4 1 295 1 1 0 9514 1258 177 7 -1
5 1 295 1 1 1 9514 1258 177 7 95.000000
2 1 296 0 0 0 9332 1047 3 349 -1
3 1 296 1 0 0 9332 1047 3 349 -1
4 1 296 1 1 0 9332 1047 3 349 -1
5 1 296 1 1 1 9332 1047 3 349 95.000000
2 1 297 0 0 0 10638 1045 4 353 -1
3 1 297 1 0 0 10638 1045 4 353 -1
4 1 297 1 1 0 10638 1045 4 353 -1
5 1 297 1 1 1 10638 1045 4 353 95.000000
2 1 298 0 0 0 9700 1402 242 40 -1
3 1 298 1 0 0 9700 1402 242 40 -1
4 1 298 1 1 0 9700 1403 33 38 -1
5 1 298 1 1 1 9700 1403 33 38 60.578217 O
4 1 298 1 2 0 9736 1404 42 37 -1
5 1 298 1 2 1 9736 1404 42 37 59.772854 ee
4 1 298 1 3 0 9779 1402 39 39 -1
5 1 298 1 3 1 9779 1402 39 39 92.057709 >
4 1 298 1 4 0 9820 1404 42 38 -1
5 1 298 1 4 1 9820 1404 42 38 62.766350 Z
4 1 298 1 5 0 9864 1403 42 38 -1
5 1 298 1 5 1 9864 1403 42 38 0.000000 S)
4 1 298 1 6 0 9909 1404 33 37 -1
5 1 298 1 6 1 9909 1404 33 37 9.147024 Ss
2 1 299 0 0 0 9458 1528 1057 9 -1
3 1 299 1 0 0 9458 1528 1057 9 -1
4 1 299 1 1 0 9458 1528 1057 9 -1
5 1 299 1 1 1 9458 1528 1057 9 95.000000
2 1 300 0 0 0 9334 1392 145 281 -1
3 1 300 1 0 0 9334 1392 145 281 -1
4 1 300 1 1 0 9334 1392 145 281 -1
5 1 300 1 1 1 9334 1392 145 281 46.166782 a
2 1 301 0 0 0 9473 2220 1026 154 -1
3 1 301 1 0 0 9473 2220 1026 154 -1
4 1 301 1 1 0 9473 2220 1026 58 -1
5 1 301 1 1 1 9473 2220 412 58 96.147835 T-MOBILE
5 1 301 1 1 2 9914 2220 179 58 94.624680 SITE
5 1 301 1 1 3 10118 2221 381 57 94.624680 NUMBER:
4 1 301 1 2 0 9795 2315 383 59 -1
5 1 301 1 2 1 9795 2315 383 59 90.744606 PH21005F
2 1 302 0 0 0 9450 2507 1070 253 -1
3 1 302 1 0 0 9450 2507 1070 253 -1
4 1 302 1 1 0 9747 2507 478 60 -1
5 1 302 1 1 1 9747 2510 112 57 93.303314 BU
5 1 302 1 1 2 9888 2507 69 60 92.872513 #:
5 1 302 1 1 3 9987 2508 238 58 96.237373 800612
4 1 302 1 2 0 9450 2603 1070 61 -1
5 1 302 1 2 1 9450 2604 114 58 93.394302 AZ
5 1 302 1 2 2 9593 2605 232 58 96.310516 LAKE
5 1 302 1 2 3 9853 2603 467 61 95.600311 PLEASANT
5 1 302 1 2 4 10349 2605 171 58 95.754189 CAC
4 1 302 1 3 0 9871 2701 238 59 -1
5 1 302 1 3 1 9871 2701 238 59 96.038162 800612
2 1 303 0 0 0 9638 2895 700 167 -1
3 1 303 1 0 0 9638 2895 700 167 -1
4 1 303 1 1 0 9672 2895 628 57 -1
5 1 303 1 1 1 9672 2895 490 57 96.221115 OVERLOOK
5 1 303 1 1 2 10184 2895 116 57 96.024231 RD
4 1 303 1 2 0 9638 2989 700 73 -1
5 1 303 1 2 1 9638 2989 336 73 96.214088 PEORIA,
5 1 303 1 2 2 9998 2989 113 59 95.894081 AZ
5 1 303 1 2 3 10142 2991 196 57 95.894081 85373
2 1 304 0 0 0 9410 3179 1156 61 -1
3 1 304 1 0 0 9410 3179 1156 61 -1
4 1 304 1 1 0 9410 3179 1156 61 -1
5 1 304 1 1 1 9410 3182 408 58 89.491829 EXISTING
5 1 304 1 1 2 9846 3179 192 61 86.272591 76'-0
TYPE VV TYPE VN TYPE NC TYPE SS TYPE GR
NOTES:
1. ALL HARDWARE BOLTS, NUTS, LOCK WASHERS
SHALL BE STAINLESS STEEL. ALL HARDWARE
ARE TO BE AS FO LLOWS: BOLT, FLAT WASHER,
GROUND BAR, GROUND LUG, FLAT WASHER AND NUT.
TYPE VS TYPE VB TYPE PT
2. COPPER SHIELD, ANTIOX, CR NO-OX OR EQUIVALENT
NOTE: SHALL BE PLACE WHERE ALL DISSIMILAR METALS CONNECT.
ERICO EXOTHERMIC MOLD
5 1 21 1 1 4 2262 1848 190 47 95.897652 TYPES”
5 1 21 1 1 5 2496 1856 187 39 96.340347 SHOWN
5 1 21 1 1 6 2732 1856 136 39 96.015640 HERE
5 1 21 1 1 7 2909 1856 100 39 96.588470 ARE
5 1 21 1 1 8 3055 1856 288 39 96.433327 EXAMPLES.
5 1 21 1 1 9 3391 1855 245 41 96.513985 CONSULT
5 1 21 1 1 10 3677 1855 116 40 95.944656 WITH
5 1 21 1 1 11 3843 1855 236 41 95.944656 PROJECT
4 1 21 1 2 0 1475 1917 1891 42 -1
5 1 21 1 2 1 1475 1917 245 41 96.337585 MANAGER
5 1 21 1 2 2 1768 1918 98 40 95.985710 FOR
5 1 21 1 2 3 1912 1917 235 42 94.258614 SPECIFIC
5 1 21 1 2 4 2195 1918 175 40 96.503395 MOLDS
5 1 21 1 2 5 2412 1918 64 40 96.175247 TO
5 1 21 1 2 6 2523 1918 63 40 96.175247 BE
5 1 21 1 2 7 2632 1918 136 40 96.376122 USED
5 1 21 1 2 8 2816 1918 99 40 96.248268 FOR
5 1 21 1 2 9 2957 1918 113 40 95.040382 THIS
5 1 21 1 2 10 3118 1917 248 42 95.561546 PROJECT.
2 1 22 0 0 0 4314 1691 4 336 -1
3 1 22 1 0 0 4314 1691 4 336 -1
4 1 22 1 1 0 4314 1691 4 336 -1
5 1 22 1 1 1 4314 1691 4 336 95.000000
2 1 23 0 0 0 1445 2013 2872 25 -1
3 1 23 1 0 0 1445 2013 2872 25 -1
4 1 23 1 1 0 1445 2013 2872 25 -1
5 1 23 1 1 1 1445 2013 2872 25 95.000000
2 1 24 0 0 0 629 2134 1534 58 -1
3 1 24 1 0 0 629 2134 1534 58 -1
4 1 24 1 1 0 629 2134 1534 58 -1
5 1 24 1 1 1 629 2134 364 58 90.910858 CADWELD
5 1 24 1 1 2 1062 2134 469 58 95.422546 GROUNDING
5 1 24 1 1 3 1601 2134 562 58 96.082962 CONNECTIONS
2 1 25 0 0 0 596 2231 2049 19 -1
3 1 25 1 0 0 596 2231 2049 19 -1
4 1 25 1 1 0 596 2231 2049 19 -1
5 1 25 1 1 1 596 2231 2049 19 95.000000
2 1 26 0 0 0 876 2759 439 6 -1
3 1 26 1 0 0 876 2759 439 6 -1
4 1 26 1 1 0 876 2759 439 6 -1
5 1 26 1 1 1 876 2759 439 6 95.000000
2 1 27 0 0 0 391 2266 1253 703 -1
3 1 27 1 0 0 391 2266 1245 703 -1
4 1 27 1 1 0 620 2266 542 59 -1
5 1 27 1 1 1 620 2266 265 59 92.013641 SCALE:
5 1 27 1 1 2 946 2266 216 59 0.000000 N.T.S.
4 1 27 1 2 0 1531 2583 105 33 -1
5 1 27 1 2 1 1531 2589 39 27 86.369194 N
5 1 27 1 2 2 1597 2583 39 31 54.250961 <
4 1 27 1 3 0 1523 2621 113 36 -1
5 1 27 1 3 1 1523 2621 113 36 58.210560 N=
4 1 27 1 4 0 391 2701 1245 268 -1
5 1 27 1 4 1 391 2741 243 41 90.255486 ANTENNA
5 1 27 1 4 2 677 2741 164 41 90.255486 CABLE
5 1 27 1 4 3 1305 2763 18 206 85.342682 |
5 1 27 1 4 4 1531 2701 105 90 41.524334 vz
2 1 28 0 0 0 1893 2681 313 60 -1
3 1 28 1 0 0 1893 2681 313 60 -1
4 1 28 1 1 0 1893 2681 313 60 -1
5 1 28 1 1 1 1893 2681 313 60 96.280159 (TYPICALLY)
2 1 29 0 0 0 1839 2751 421 58 -1
3 1 29 1 0 0 1839 2751 421 58 -1
4 1 29 1 1 0 1839 2751 421 58 -1
5 1 29 1 1 1 1839 2751 133 58 35.590347 12”
5 1 29 1 1 2 2013 2758 63 40 94.407143 TO
5 1 29 1 1 3 2122 2751 138 58 0.000000 24”
2 1 30 0 0 0 1830 2808 439 3 -1
3 1 30 1 0 0 1830 2808 439 3 -1
4 1 30 1 1 0 1830 2808 439 3 -1
5 1 30 1 1 1 1830 2808 439 3 95.000000
2 1 31 0 0 0 1626 2962 206 5 -1
3 1 31 1 0 0 1626 2962 206 5 -1
4 1 31 1 1 0 1626 2962 206 5 -1
5 1 31 1 1 1 1626 2962 206 5 95.000000
2 1 32 0 0 0 1836 2810 427 51 -1
3 1 32 1 0 0 1836 2810 427 51 -1
4 1 32 1 1 0 1836 2810 427 51 -1
5 1 32 1 1 1 1836 2810 192 51 2.704458 120”
5 1 32 1 1 2 2074 2810 189 51 34.594856 MAX.
2 1 33 0 0 0 2267 2961 144 5 -1
3 1 33 1 0 0 2267 2961 144 5 -1
4 1 33 1 1 0 2267 2961 144 5 -1
5 1 33 1 1 1 2267 2961 144 5 95.000000
2 1 34 0 0 0 1316 2970 954 8 -1
3 1 34 1 0 0 1316 2970 954 8 -1
4 1 34 1 1 0 1316 2970 954 8 -1
5 1 34 1 1 1 1316 2970 954 8 95.000000
2 1 35 0 0 0 1731 2963 3 94 -1
3 1 35 1 0 0 1731 2963 3 94 -1
4 1 35 1 1 0 1731 2963 3 94 -1
5 1 35 1 1 1 1731 2963 3 94 95.000000
2 1 36 0 0 0 1829 2972 441 4 -1
3 1 36 1 0 0 1829 2972 441 4 -1
4 1 36 1 1 0 1829 2972 441 4 -1
5 1 36 1 1 1 1829 2972 441 4 95.000000
2 1 37 0 0 0 1828 2790 5 267 -1
3 1 37 1 0 0 1828 2790 5 267 -1
4 1 37 1 1 0 1828 2790 5 267 -1
5 1 37 1 1 1 1828 2790 5 267 95.000000
2 1 38 0 0 0 2266 2791 5 268 -1
3 1 38 1 0 0 2266 2791 5 268 -1
4 1 38 1 1 0 2266 2791 5 268 -1
5 1 38 1 1 1 2266 2791 5 268 95.000000
2 1 39 0 0 0 2288 2962 3 97 -1
3 1 39 1 0 0 2288 2962 3 97 -1
4 1 39 1 1 0 2288 2962 3 97 -1
5 1 39 1 1 1 2288 2962 3 97 95.000000
2 1 40 0 0 0 1316 3044 954 8 -1
3 1 40 1 0 0 1316 3044 954 8 -1
4 1 40 1 1 0 1316 3044 954 8 -1
5 1 40 1 1 1 1316 3044 954 8 95.000000
2 1 41 0 0 0 1829 3046 441 4 -1
3 1 41 1 0 0 1829 3046 441 4 -1
4 1 41 1 1 0 1829 3046 441 4 -1
5 1 41 1 1 1 1829 3046 441 4 95.000000
2 1 42 0 0 0 1626 3054 213 4 -1
3 1 42 1 0 0 1626 3054 213 4 -1
4 1 42 1 1 0 1626 3054 213 4 -1
5 1 42 1 1 1 1626 3054 213 4 95.000000
2 1 43 0 0 0 1641 2527 7 642 -1
3 1 43 1 0 0 1641 2527 7 642 -1
4 1 43 1 1 0 1641 2527 7 642 -1
5 1 43 1 1 1 1641 2527 7 642 95.000000
2 1 44 0 0 0 390 3130 640 122 -1
3 1 44 1 0 0 390 3130 640 122 -1
4 1 44 1 1 0 390 3130 640 41 -1
5 1 44 1 1 1 390 3130 519 41 53.319454 WEATHERPROOFING.
5 1 44 1 1 2 956 3131 74 40 96.388077 KIT
4 1 44 1 2 0 390 3194 394 58 -1
5 1 44 1 2 1 390 3194 120 58 95.501953 (SEE
5 1 44 1 2 2 556 3200 133 40 96.289772 NOTE
5 1 44 1 2 3 733 3194 51 58 96.289772 3)
2 1 45 0 0 0 807 3214 913 7 -1
3 1 45 1 0 0 807 3214 913 7 -1
4 1 45 1 1 0 807 3214 913 7 -1
5 1 45 1 1 1 807 3214 913 7 95.000000
2 1 46 0 0 0 1774 3054 4 303 -1
3 1 46 1 0 0 1774 3054 4 303 -1
4 1 46 1 1 0 1774 3054 4 303 -1
5 1 46 1 1 1 1774 3054 4 303 95.000000
2 1 47 0 0 0 990 3354 787 5 -1
3 1 47 1 0 0 990 3354 787 5 -1
4 1 47 1 1 0 990 3354 787 5 -1
5 1 47 1 1 1 990 3354 787 5 95.000000
2 1 48 0 0 0 402 3331 552 41 -1
3 1 48 1 0 0 402 3331 552 41 -1
4 1 48 1 1 0 402 3331 552 41 -1
5 1 48 1 1 1 402 3331 164 41 96.347328 CABLE
5 1 48 1 1 2 611 3331 221 40 88.588287 GROUND
5 1 48 1 1 3 880 3331 74 40 88.588287 KIT
2 1 49 0 0 0 390 3428 959 198 -1
3 1 49 1 0 0 390 3428 959 198 -1
4 1 49 1 1 0 390 3428 795 59 -1
5 1 49 1 1 1 390 3428 65 59 94.147514 #6
5 1 49 1 1 2 497 3434 108 41 94.147514 AWG
5 1 49 1 1 3 651 3435 273 40 95.893456 STRANDED
5 1 49 1 1 4 970 3434 215 41 96.344963 COPPER
4 1 49 1 2 0 390 3498 858 58 -1
5 1 49 1 2 1 390 3504 222 41 96.476562 GROUND
5 1 49 1 2 2 656 3504 124 40 95.816429 WIRE
5 1 49 1 2 3 825 3498 317 58 96.171051 (GROUNDED
5 1 49 1 2 4 1185 3504 63 40 95.946877 TO
4 1 49 1 3 0 390 3567 959 59 -1
5 1 49 1 3 1 390 3574 222 40 95.896385 GROUND
5 1 49 1 3 2 659 3567 138 59 95.896385 BAR).
5 1 49 1 3 3 845 3574 97 40 96.350113 SEE
5 1 49 1 3 4 988 3574 133 40 95.210793 NOTE
5 1 49 1 3 5 1170 3574 11 40 91.869850 1
5 1 49 1 3 6 1238 3574 38 40 91.869850 &
5 1 49 1 3 7 1322 3574 27 40 96.993439 2
2 1 50 0 0 0 1942 3147 6 446 -1
3 1 50 1 0 0 1942 3147 6 446 -1
4 1 50 1 1 0 1942 3147 6 446 -1
5 1 50 1 1 1 1942 3147 6 446 95.000000
2 1 51 0 0 0 1408 3590 538 5 -1
3 1 51 1 0 0 1408 3590 538 5 -1
4 1 51 1 1 0 1408 3590 538 5 -1
5 1 51 1 1 1 1408 3590 538 5 95.000000
2 1 52 0 0 0 390 3679 532 41 -1
3 1 52 1 0 0 390 3679 532 41 -1
4 1 52 1 1 0 390 3679 532 41 -1
5 1 52 1 1 1 390 3679 164 41 94.232811 CABLE
5 1 52 1 1 2 599 3679 323 41 96.404915 CONNECTOR
2 1 53 0 0 0 2267 3055 144 5 -1
3 1 53 1 0 0 2267 3055 144 5 -1
4 1 53 1 1 0 2267 3055 144 5 -1
5 1 53 1 1 1 2267 3055 144 5 95.000000
2 1 54 0 0 0 2342 3056 6 649 -1
3 1 54 1 0 0 2342 3056 6 649 -1
4 1 54 1 1 0 2342 3056 6 649 -1
5 1 54 1 1 1 2342 3056 6 649 95.000000
2 1 55 0 0 0 990 3700 1356 9 -1
3 1 55 1 0 0 990 3700 1356 9 -1
4 1 55 1 1 0 990 3700 1356 9 -1
5 1 55 1 1 1 990 3700 1356 9 95.000000
2 1 56 0 0 0 388 3796 1816 103 -1
3 1 56 1 0 0 388 3796 1816 103 -1
4 1 56 1 1 0 388 3796 1779 41 -1
5 1 56 1 1 1 388 3797 38 39 83.837433 1.
5 1 56 1 1 2 613 3796 66 40 95.625000 DO
5 1 56 1 1 3 727 3796 100 40 94.995445 NOT
5 1 56 1 1 4 872 3796 203 40 94.995445 INSTALL
5 1 56 1 1 5 1118 3796 165 41 95.542290 CABLE
5 1 56 1 1 6 1327 3796 222 41 94.462379 GROUND
5 1 56 1 1 7 1596 3796 74 40 94.462379 KIT
5 1 56 1 1 8 1709 3796 59 40 96.100060 AT
5 1 56 1 1 9 1807 3797 31 39 94.670784 A
5 1 56 1 1 10 1882 3796 138 40 94.670784 BEND
5 1 56 1 1 11 2063 3796 104 40 96.654121 AND
4 1 56 1 2 0 613 3858 1591 41 -1
5 1 56 1 2 1 613 3859 200 40 69.021423 ALWAYS
5 1 56 1 2 2 861 3859 182 40 84.971100 DIRECT
5 1 56 1 2 3 1086 3859 222 40 95.853241 GROUND
5 1 56 1 2 4 1352 3859 124 40 96.145096 WIRE
5 1 56 1 2 5 1522 3859 146 40 96.077484 DOWN
5 1 56 1 2 6 1713 3859 63 40 96.624901 TO
5 1 56 1 2 7 1822 3858 221 41 95.532791 GROUND
5 1 56 1 2 8 2091 3859 113 40 91.977852 BAR.
2 1 57 0 0 0 388 3983 1852 104 -1
3 1 57 1 0 0 388 3983 1852 104 -1
4 1 57 1 1 0 388 3983 1832 41 -1
5 1 57 1 1 1 388 3984 43 40 90.808228 2.
5 1 57 1 1 2 613 3983 313 41 96.254257 GROUNDING
5 1 57 1 1 3 973 3984 74 40 95.883865 KIT
5 1 57 1 1 4 1089 3984 163 40 95.639389 SHALL
5 1 57 1 1 5 1296 3984 64 40 96.558487 BE
5 1 57 1 1 6 1400 3984 129 40 95.623100 TYPE
5 1 57 1 1 7 1570 3984 104 40 95.134140 AND
5 1 57 1 1 8 1722 3984 128 40 95.134140 PART
5 1 57 1 1 9 1895 3984 220 40 95.324974 NUMBER
5 1 57 1 1 10 2157 3984 63 40 95.324974 AS
4 1 57 1 2 0 613 4046 1627 41 -1
5 1 57 1 2 1 613 4046 257 40 94.139992 SUPPLIED
5 1 57 1 2 2 916 4046 69 40 94.139992 OR
5 1 57 1 2 3 1032 4046 406 41 96.331161 RECOMMENDED
5 1 57 1 2 4 1486 4046 63 40 96.539429 BY
5 1 57 1 2 5 1591 4046 165 41 96.539429 CABLE
5 1 57 1 2 6 1802 4046 438 41 94.770271 MANUFACTURER.
2 1 58 0 0 0 388 4171 1729 47 -1
3 1 58 1 0 0 388 4171 1729 47 -1
4 1 58 1 1 0 388 4171 1729 47 -1
5 1 58 1 1 1 388 4171 43 40 79.703232 oF
5 1 58 1 1 2 613 4171 241 40 95.419090 WEATHER
5 1 58 1 1 3 902 4171 267 41 94.522995 PROOFING
5 1 58 1 1 4 1214 4171 163 40 94.380409 SHALL
5 1 58 1 1 5 1421 4171 64 40 95.812920 BE
5 1 58 1 1 6 1525 4171 292 40 56.993290 TWO-PART
5 1 58 1 1 7 1856 4171 129 40 84.304085 TAPE
5 1 58 1 1 8 2030 4171 87 47 84.304085 KIT,
2 1 59 0 0 0 613 4233 1036 41 -1
3 1 59 1 0 0 613 4233 1036 41 -1
4 1 59 1 1 0 613 4233 1036 41 -1
5 1 59 1 1 1 613 4233 136 41 96.036484 COLD
5 1 59 1 1 2 795 4234 195 40 95.760986 SHRINK
5 1 59 1 1 3 1036 4234 163 40 94.160126 SHALL
5 1 59 1 1 4 1243 4234 100 40 94.160126 NOT
5 1 59 1 1 5 1387 4234 64 40 96.483444 BE
5 1 59 1 1 6 1497 4234 152 40 96.656822 USED.
2 1 60 0 0 0 701 4353 1398 59 -1
3 1 60 1 0 0 701 4353 1398 59 -1
4 1 60 1 1 0 701 4353 1398 59 -1
5 1 60 1 1 1 701 4353 246 59 95.779839 CABLE
5 1 60 1 1 2 1014 4353 332 59 89.821571 GROUND
5 1 60 1 1 3 1419 4353 109 59 89.821571 KIT
5 1 60 1 1 4 1593 4353 506 59 90.469879 CONNECTION
2 1 61 0 0 0 668 4451 1737 17 -1
3 1 61 1 0 0 668 4451 1737 17 -1
4 1 61 1 1 0 668 4451 1737 17 -1
5 1 61 1 1 1 668 4451 1737 17 95.000000
2 1 62 0 0 0 692 4485 543 59 -1
3 1 62 1 0 0 692 4485 543 59 -1
4 1 62 1 1 0 692 4485 543 59 -1
5 1 62 1 1 1 692 4485 265 59 96.161110 SCALE:
5 1 62 1 1 2 1018 4485 217 59 0.000000 NTS.
2 1 63 0 0 0 644 5026 481 44 -1
3 1 63 1 0 0 644 5026 481 44 -1
4 1 63 1 1 0 644 5026 481 44 -1
5 1 63 1 1 1 644 5026 143 43 95.005363 WALL
5 1 63 1 1 2 834 5026 291 44 93.081757 BRACKETS
2 1 64 0 0 0 492 5682 627 187 -1
3 1 64 1 0 0 492 5682 633 187 -1
4 1 64 1 1 0 492 5682 627 187 -1
5 1 64 1 1 1 492 5807 144 43 95.063393 LOCK
5 1 64 1 1 2 684 5807 230 43 95.063393 WASHER
5 1 64 1 1 3 947 5682 172 187 71.265099 _/
2 1 65 0 0 0 492 5875 276 63 -1
3 1 65 1 0 0 492 5875 276 63 -1
4 1 65 1 1 0 492 5875 276 63 -1
5 1 65 1 1 1 492 5875 111 63 96.001686 P/N
5 1 65 1 1 2 657 5882 111 43 96.189201 M10
2 1 66 0 0 0 726 6088 687 132 -1
3 1 66 1 0 0 726 6088 687 132 -1
4 1 66 1 1 0 726 6088 585 44 -1
5 1 66 1 1 1 726 6089 309 43 89.119965 UNIVERSAL
5 1 66 1 1 2 1081 6088 230 44 89.119965 COPPER
4 1 66 1 2 0 726 6156 687 64 -1
5 1 66 1 2 1 726 6163 238 44 95.801117 GROUND
5 1 66 1 2 2 1015 6164 104 43 92.994026 BAR
5 1 66 1 2 3 1171 6156 242 64 36.532063 (4”x20”)
2 1 67 0 0 0 626 6466 875 59 -1
3 1 67 1 0 0 626 6466 875 59 -1
4 1 67 1 1 0 626 6466 875 59 -1
5 1 67 1 1 1 626 6467 332 58 86.746307 GROUND
5 1 67 1 1 2 1030 6467 145 58 84.307915 BAR
5 1 67 1 1 3 1248 6466 253 59 89.920319 DETAIL
2 1 68 0 0 0 1670 4730 603 64 -1
3 1 68 1 0 0 1670 4730 603 64 -1
4 1 68 1 1 0 1670 4730 603 64 -1
5 1 68 1 1 1 1670 4730 336 64 47.873119 3/8-11x1 5. ALL LUGS ARE TO BE INSTALLED PER MANUFACTURER'S
SPECIFICATIONS.
MECHANICAL LUG CONNECTION
TO ANTENNAS
RX2 TX1/RX1 WEATHERPROOFING
KIT (TYP.)
COAX JUMPER
GROUND KIT
i 8
(TYP.)
CONNECTOR MONOPOLE
#6 AWG
WEATHERPROOF ING
KIT (TYP.) SEE NOTE 2
i COPPER ANTENNA
GROUND BAR,
WITH INSULATORS.
BONDED DIRECTLY
TO TOP OF LIGHT
ANTENNA CABLE
POLE OR UTILITY
TO BTS EQUIPMENT (TYP.)
: POLE
ee /
TO GROUND RING
DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS ISSUED FOR: \
felelg|
DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR.
DATE | DRWN DESCRIPTION —[DES./QA
WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD 03/18/16 | CV PRELIMINARY KK
SHRINK SHALL NOT BE USED. 05/03/16 | BT PRELIMINARY CR
GROUND CABLE CONNECTION |
SCALE: N.T.S.
ON
NOTE: MINIMUM OF S/S NUT (TYP)
TAMPER 5 THREADS TO BE
RESISTANT BOLT VISIBLE. (TYP.)
S/S SPLIT
INSULATORS THIS DOCUMENT IS
2 HOLE LONG WASHER (TYP)
BARREL TINNED PRELIMINARY IN
SOLID COPPER ie FLAT
NATURE AND IS NOTA
LUG (TYP.) on ab WASHER (TYP)
FINAL, SIGNED AND
Tl
SEALED DOCUMENT
has
TIN COATED SOLID
COPPER BUS BAR a | | S/S FLAT
( WASHER (TYP)
CHERRY INSULATOR
INSTALLED IF REQUIRED S/S BOLT
(TYP)
Lo [|
NOTES:
1. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING SPLIT Cliff P.E.
Abernathy,
WASHERS.
Professional Engineer License: #60113
2. COAT WIRE END WITH ANTI-—OXIDATION COMPOUND PRIOR
Crown Castle USA, Inc. Firm
TO INSERTION INTO LUG BARREL AND CRIMPING.
Registration #14842
5. APPLY ANTI— OXIDATION COMPOUND BETWEEN ALL LUGS
AND BUS BARS PRIOR TO MATING AND BOLTING. IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
LUG DETAIL
0
SHEET NUMBER: REVISION:
SCALE: N.T.S.
G3 B
N
(
Site WORK GENERAL NOTES: aa =—
‘Mobile:
THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF 2625 S PLAZA DR ST 400
CONSTRUCTION. TEMPE, AZ 85282
TEL: (480) 638-2600 FAX: (480) 638-2852
ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE
ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED
FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY
CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN
EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES, SUBCONTRACTOR SHALL
ni
PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE
p
LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING
AND EXCAVATION.
2055 S STEARMAN DRIVE
CHANDLER, AZ 85225
ALL SITE WORK TO COMPLY WITH QAS—STD—10068 INSTALLATION
5 1 15 1 1 9 2482 1440 307 40 95.570984 STANDARDS
5 1 15 1 1 10 2837 1441 99 39 95.570984 FOR
4 1 15 1 2 0 534 1503 2564 48 -1
5 1 15 1 2 1 534 1509 405 42 91.775581 CONSTRUCTION
5 1 15 1 2 2 984 1509 266 41 91.775581 ACTIVITIES
5 1 15 1 2 3 1296 1510 68 40 96.324875 ON
5 1 15 1 2 4 1412 1509 186 41 94.515915 CROWN
5 1 15 1 2 5 1646 1510 192 40 94.515915 CASTLE
5 1 15 1 2 6 1878 1510 177 40 96.100426 TOWER
5 1 15 1 2 7 2101 1503 131 47 95.507614 SITE”
5 1 15 1 2 8 2273 1510 104 40 96.857849 AND
5 1 15 1 2 9 2425 1510 182 40 95.681183 LATEST
5 1 15 1 2 10 2646 1510 226 40 96.077293 VERSION
5 1 15 1 2 11 2919 1510 67 40 95.505997 OF
5 1 15 1 2 12 3025 1510 73 40 96.484970 TIA
4 1 15 1 3 0 534 1573 2361 54 -1
5 1 15 1 3 1 534 1580 127 40 94.474380 1019
5 1 15 1 3 2 710 1573 295 47 76.770599 “STANDARD
5 1 15 1 3 3 1053 1580 99 40 94.399384 FOR
5 1 15 1 3 4 1200 1580 370 46 94.399384 INSTALLATION,
5 1 15 1 3 5 1614 1580 327 47 95.813492 ALTERATION,
5 1 15 1 3 6 1985 1580 104 40 94.687569 AND
5 1 15 1 3 7 2137 1579 365 41 94.687569 MAINTENANCE
5 1 15 1 3 8 2546 1580 66 40 95.329124 OF
5 1 15 1 3 9 2651 1580 244 40 95.329124 ANTENNA
4 1 15 1 4 0 534 1642 1238 48 -1
5 1 15 1 4 1 534 1649 338 41 95.822418 SUPPORTING
5 1 15 1 4 2 918 1649 345 41 95.423256 STRUCTURES
5 1 15 1 4 3 1305 1649 104 40 92.213295 AND
5 1 15 1 4 4 1451 1642 321 47 92.213295 ANTENNAS.”
2 1 16 0 0 0 534 1774 2620 103 -1
3 1 16 1 0 0 534 1774 2620 103 -1
4 1 16 1 1 0 534 1774 2620 41 -1
5 1 16 1 1 1 534 1774 91 40 95.079391 ALL
5 1 16 1 1 2 668 1774 105 40 95.079391 SITE
5 1 16 1 1 3 816 1774 150 40 96.729523 WORK
5 1 16 1 1 4 1012 1774 163 40 96.228455 SHALL
5 1 16 1 1 5 1219 1774 63 40 95.766441 BE
5 1 16 1 1 6 1323 1774 63 40 95.766441 AS
5 1 16 1 1 7 1434 1774 264 41 95.499168 INDICATED
5 1 16 1 1 8 1744 1774 69 40 94.143372 ON
5 1 16 1 1 9 1857 1774 98 40 96.220222 THE
5 1 16 1 1 10 2000 1774 239 40 95.224754 STAMPED
5 1 16 1 1 11 2285 1774 406 41 96.051170 CONSTRUCTION
5 1 16 1 1 12 2741 1774 266 41 93.521286 DRAWINGS
5 1 16 1 1 13 3050 1774 104 40 93.521286 AND
4 1 16 1 2 0 534 1836 718 41 -1
5 1 16 1 2 1 534 1836 236 41 95.317627 PROJECT
5 1 16 1 2 2 812 1836 440 41 95.659836 SPECIFICATIONS.
2 1 17 0 0 0 534 1961 2655 104 -1
3 1 17 1 0 0 534 1961 2655 104 -1
4 1 17 1 1 0 534 1961 2655 48 -1
5 1 17 1 1 1 534 1962 39 40 96.144684 IF
5 1 17 1 1 2 618 1961 323 48 96.144684 NECESSARY,
5 1 17 1 1 3 991 1962 247 47 95.102364 RUBBISH,
5 1 17 1 1 4 1285 1962 228 47 95.749229 STUMPS,
5 1 17 1 1 5 1562 1962 202 47 95.783936 DEBRIS,
5 1 17 1 1 6 1812 1961 197 48 95.783936 STICKS,
5 1 17 1 1 7 2057 1962 204 40 96.317513 STONES
5 1 17 1 1 8 2303 1962 104 40 96.502312 AND
5 1 17 1 1 9 2453 1962 170 40 95.372490 OTHER
5 1 17 1 1 10 2671 1962 204 40 96.710220 REFUSE
5 1 17 1 1 11 2919 1962 163 40 92.408180 SHALL
5 1 17 1 1 12 3126 1962 63 40 95.005600 BE
4 1 17 1 2 0 534 2024 1570 41 -1
5 1 17 1 2 1 534 2024 246 40 96.124207 REMOVED
5 1 17 1 2 2 828 2024 140 40 95.260834 FROM
5 1 17 1 2 3 1012 2024 99 40 95.242836 THE
5 1 17 1 2 4 1155 2024 106 40 96.057083 SITE
5 1 17 1 2 5 1301 2024 104 40 96.195183 AND
5 1 17 1 2 6 1453 2024 261 40 95.332840 DISPOSED
5 1 17 1 2 7 1760 2024 67 40 95.332840 OF
5 1 17 1 2 8 1871 2024 233 41 96.087135 LEGALLY.
2 1 18 0 0 0 533 2149 2608 305 -1
3 1 18 1 0 0 533 2149 2608 305 -1
4 1 18 1 1 0 534 2149 2422 47 -1
5 1 18 1 1 1 534 2149 91 40 96.262283 ALL
5 1 18 1 1 2 669 2149 229 41 96.044983 EXISTING
5 1 18 1 1 3 946 2149 224 41 95.914337 INACTIVE
5 1 18 1 1 4 1214 2149 191 47 96.024536 SEWER,
5 1 18 1 1 5 1451 2149 185 47 95.083824 WATER,
5 1 18 1 1 6 1684 2149 113 47 96.098480 GAS,
5 1 18 1 1 7 1846 2149 243 41 95.728745 ELECTRIC
5 1 18 1 1 8 2132 2149 104 40 95.492828 AND
5 1 18 1 1 9 2281 2149 171 40 94.665230 OTHER
5 1 18 1 1 10 2500 2149 245 47 95.623009 UTILITIES,
5 1 18 1 1 11 2791 2149 165 41 95.814659 WHICH
4 1 18 1 2 0 534 2212 2523 59 -1
5 1 18 1 2 1 534 2219 282 40 96.398224 INTERFERE
5 1 18 1 2 2 859 2219 116 40 96.316322 WITH
5 1 18 1 2 3 1019 2219 99 40 96.822350 THE
5 1 18 1 2 4 1164 2218 290 42 96.374245 EXECUTION
5 1 18 1 2 5 1501 2219 67 40 96.851379 OF
5 1 18 1 2 6 1607 2219 98 40 96.144173 THE
5 1 18 1 2 7 1748 2219 166 47 95.445534 WORK,
5 1 18 1 2 8 1962 2219 163 40 95.162262 SHALL
5 1 18 1 2 9 2169 2219 63 40 95.834694 BE
5 1 18 1 2 10 2278 2219 247 40 93.133591 REMOVED
5 1 18 1 2 11 2568 2212 220 59 91.847748 AND/OR
5 1 18 1 2 12 2834 2219 223 47 96.405251 CAPPED,
4 1 18 1 3 0 534 2281 2607 41 -1
5 1 18 1 3 1 534 2281 243 41 95.475731 PLUGGED
5 1 18 1 3 2 822 2282 69 39 95.475731 OR
5 1 18 1 3 3 937 2281 299 41 95.709450 OTHERWISE
5 1 18 1 3 4 1282 2281 386 41 95.557922 DISCONTINUED
5 1 18 1 3 5 1710 2281 60 40 95.781441 AT
5 1 18 1 3 6 1814 2281 184 40 95.184837 POINTS
5 1 18 1 3 7 2043 2281 165 41 95.867050 WHICH
5 1 18 1 3 8 2253 2282 115 39 94.641594 WILL
5 1 18 1 3 9 2412 2281 101 40 96.474525 NOT
5 1 18 1 3 10 2557 2281 282 40 95.035217 INTERFERE
5 1 18 1 3 11 2882 2281 117 40 66.955276 WITH
5 1 18 1 3 12 3043 2281 98 40 94.664825 THE
4 1 18 1 4 0 533 2344 2606 59 -1
5 1 18 1 4 1 533 2351 290 40 95.503860 EXECUTION
5 1 18 1 4 2 871 2351 67 40 95.503860 OF
5 1 18 1 4 3 976 2351 99 40 95.885521 THE
5 1 18 1 4 4 1118 2351 166 47 95.917747 WORK,
5 1 18 1 4 5 1332 2351 236 40 95.593933 SUBJECT
5 1 18 1 4 6 1607 2351 63 40 95.228104 TO
5 1 18 1 4 7 1712 2351 99 40 96.001221 THE
5 1 18 1 4 8 1851 2351 278 40 93.622375 APPROVAL
5 1 18 1 4 9 2171 2351 67 40 93.622375 OF
5 1 18 1 4 10 2280 2351 365 47 95.524162 CONTRACTOR,
5 1 18 1 4 11 2692 2351 185 40 93.027496 OWNER
5 1 18 1 4 12 2919 2344 220 59 91.086731 AND/OR
4 1 18 1 5 0 534 2413 452 41 -1
5 1 18 1 5 1 534 2413 163 41 84.845024 LOCAL
5 1 18 1 5 2 741 2413 245 40 94.294319 UTILITIES.
2 1 19 0 0 0 534 2538 2625 104 -1
3 1 19 1 0 0 534 2538 2625 104 -1
4 1 19 1 1 0 534 2538 2625 41 -1
5 1 19 1 1 1 534 2538 98 40 96.094482 THE
5 1 19 1 1 2 676 2538 462 41 95.796989 SUBCONTRACTOR
5 1 19 1 1 3 1184 2539 163 39 95.889328 SHALL
5 1 19 1 1 4 1391 2539 223 39 96.347710 PROVIDE
5 1 19 1 1 5 1659 2538 105 40 93.487869 SITE
5 1 19 1 1 6 1809 2538 223 41 93.487869 SIGNAGE
5 1 19 1 1 7 2078 2539 42 39 94.913963 IN
5 1 19 1 1 8 2164 2539 361 40 94.913963 ACCORDANCE
5 1 19 1 1 9 2568 2538 116 40 94.827576 WITH
5 1 19 1 1 10 2728 2538 99 40 94.827576 THE
5 1 19 1 1 11 2868 2538 291 41 94.231354 TECHNICAL
4 1 19 1 2 0 534 2600 968 42 -1
5 1 19 1 2 1 534 2600 386 42 94.923401 SPECIFICATION
5 1 19 1 2 2 969 2601 99 40 94.923401 FOR
5 1 19 1 2 3 1114 2601 106 40 94.996109 SITE
5 1 19 1 2 4 1264 2600 238 41 94.996109 SIGNAGE.
2 1 20 0 0 0 533 2726 2567 106 -1
3 1 20 1 0 0 533 2726 2567 106 -1
4 1 20 1 1 0 534 2726 2566 41 -1
5 1 20 1 1 1 534 2726 98 40 95.532684 THE
5 1 20 1 1 2 676 2726 106 40 95.436340 SITE
5 1 20 1 1 3 826 2726 163 40 96.001678 SHALL
5 1 20 1 1 4 1033 2726 64 40 95.254768 BE
5 1 20 1 1 5 1141 2726 207 40 95.712822 GRADED
5 1 20 1 1 6 1391 2726 63 40 94.998825 TO
5 1 20 1 1 7 1500 2726 172 40 94.503479 CAUSE
5 1 20 1 1 8 1716 2726 241 41 96.274063 SURFACE
5 1 20 1 1 9 2000 2726 168 40 95.850410 WATER
5 1 20 1 1 10 2210 2726 64 40 96.129181 TO
5 1 20 1 1 11 2321 2726 136 40 96.056931 FLOW
5 1 20 1 1 12 2498 2726 138 40 95.401024 AWAY
5 1 20 1 1 13 2680 2726 140 40 95.401024 FROM
5 1 20 1 1 14 2864 2726 99 40 95.667938 THE
5 1 20 1 1 15 3008 2726 92 40 91.793312 BIS
4 1 20 1 2 0 533 2788 890 44 -1
5 1 20 1 2 1 533 2788 303 44 95.631371 EQUIPMENT
5 1 20 1 2 2 875 2789 104 39 92.920258 AND
5 1 20 1 2 3 1021 2788 177 41 92.920258 TOWER
5 1 20 1 2 4 1241 2789 182 39 94.536659 AREAS.
2 1 21 0 0 0 534 2913 2493 110 -1
3 1 21 1 0 0 534 2913 2493 110 -1
4 1 21 1 1 0 534 2913 2493 41 -1
5 1 21 1 1 1 534 2914 68 39 94.868698 NO
5 1 21 1 1 2 649 2914 101 39 94.868698 FILL
5 1 21 1 1 3 792 2914 69 39 95.224686 OR
5 1 21 1 1 4 908 2913 362 40 96.676056 EMBANKMENT
5 1 21 1 1 5 1314 2913 245 40 93.445450 MATERIAL
5 1 21 1 1 6 1601 2914 163 39 92.777206 SHALL
5 1 21 1 1 7 1808 2914 64 40 92.777206 BE
5 1 21 1 1 8 1918 2914 198 40 96.370674 PLACED
5 1 21 1 1 9 2162 2914 68 39 95.916740 ON
5 1 21 1 1 10 2280 2914 206 40 96.191292 FROZEN
5 1 21 1 1 11 2534 2913 238 41 95.619438 GROUND.
5 1 21 1 1 12 2821 2914 206 40 96.533302 FROZEN
4 1 21 1 2 0 534 2976 2344 47 -1
5 1 21 1 2 1 534 2976 293 47 95.529549 MATERIALS,
5 1 21 1 2 2 875 2976 150 40 96.122147 SNOW
5 1 21 1 2 3 1069 2976 69 40 94.397453 OR
5 1 21 1 2 4 1185 2976 78 40 94.397453 ICE
5 1 21 1 2 5 1307 2976 163 40 92.742065 SHALL
5 1 21 1 2 6 1514 2976 100 40 95.805634 NOT
5 1 21 1 2 7 1658 2976 64 40 96.479744 BE
5 1 21 1 2 8 1768 2976 198 41 95.795067 PLACED
5 1 21 1 2 9 2014 2976 41 40 93.837265 IN
5 1 21 1 2 10 2100 2976 102 40 96.505852 ANY
5 1 21 1 2 11 2246 2976 101 40 96.192314 FILL
5 1 21 1 2 12 2388 2976 69 40 94.664856 OR
5 1 21 1 2 13 2505 2976 373 40 94.664856 EMBANKMENT.
2 1 22 0 0 0 534 3100 2521 104 -1
3 1 22 1 0 0 534 3100 2521 104 -1
4 1 22 1 1 0 534 3100 2521 41 -1
5 1 22 1 1 1 534 3101 98 40 95.910454 THE
5 1 22 1 1 2 676 3101 104 40 94.412437 SUB
5 1 22 1 1 3 826 3100 172 41 96.505569 GRADE
5 1 22 1 1 4 1043 3101 162 40 94.810371 SHALL
5 1 22 1 1 5 1249 3101 64 40 91.372459 BE
5 1 22 1 1 6 1357 3101 318 40 91.436188 COMPACTED
5 1 22 1 1 7 1718 3101 104 40 96.265152 AND
5 1 22 1 1 8 1869 3100 253 41 96.078606 BROUGHT
5 1 22 1 1 9 2160 3101 64 40 95.682327 TO
5 1 22 1 1 10 2266 3101 31 40 94.932625 A
5 1 22 1 1 11 2339 3101 215 40 94.932625 SMOOTH
5 1 22 1 1 12 2603 3101 233 40 94.548546 UNIFORM
5 1 22 1 1 13 2884 3100 171 41 94.548546 GRADE
4 1 22 1 2 0 534 3163 1227 41 -1
5 1 22 1 2 1 534 3164 155 39 95.397964 PRIOR
5 1 22 1 2 2 732 3163 63 40 95.397964 TO
5 1 22 1 2 3 842 3164 237 39 96.365944 FINISHED
5 1 22 1 2 4 1125 3163 241 41 95.746468 SURFACE
5 1 22 1 2 5 1407 3163 354 41 96.104897 APPLICATION.
2 1 23 0 0 0 534 3288 2613 166 -1
3 1 23 1 0 0 534 3288 2613 166 -1
4 1 23 1 1 0 534 3288 2613 41 -1
5 1 23 1 1 1 534 3288 98 40 96.330666 THE
5 1 23 1 1 2 673 3289 166 39 96.083977 AREAS
5 1 23 1 1 3 885 3289 67 39 96.050339 OF
5 1 23 1 1 4 991 3288 98 40 96.144676 THE
5 1 23 1 1 5 1133 3289 221 39 96.389130 OWNERS
5 1 23 1 1 6 1401 3288 278 41 96.301872 PROPERTY
5 1 23 1 1 7 1723 3288 291 41 95.827934 DISTURBED
5 1 23 1 1 8 2062 3289 63 40 96.726669 BY
5 1 23 1 1 9 2164 3288 99 41 95.969872 THE
5 1 23 1 1 10 2305 3289 150 39 96.290337 WORK
5 1 23 1 1 11 2498 3289 104 39 96.151718 AND
5 1 23 1 1 12 2650 3288 100 40 95.085808 NOT
5 1 23 1 1 13 2793 3289 243 40 94.226456 COVERED
5 1 23 1 1 14 3083 3289 64 39 95.789154 BY
4 1 23 1 2 0 534 3350 2516 48 -1
5 1 23 1 2 1 534 3351 98 40 96.063454 THE
5 1 23 1 2 2 673 3351 193 47 95.346603 TOWER,
5 1 23 1 2 3 915 3351 303 43 95.850067 EQUIPMENT
5 1 23 1 2 4 1260 3351 69 40 94.943214 OR
5 1 23 1 2 5 1376 3351 269 47 95.869453 DRIVEWAY,
5 1 23 1 2 6 1693 3351 162 40 95.463173 SHALL
5 1 23 1 2 7 1899 3351 64 40 96.362694 BE
5 1 23 1 2 8 2007 3350 207 41 96.513672 GRADED
5 1 23 1 2 9 2257 3351 63 40 96.434753 TO
5 1 23 1 2 10 2362 3351 31 40 95.867767 A
5 1 23 1 2 11 2437 3351 233 40 96.157196 UNIFORM
5 1 23 1 2 12 2718 3351 184 47 96.157196 SLOPE,
5 1 23 1 2 13 2946 3351 104 40 96.957832 AND
4 1 23 1 3 0 534 3413 2395 41 -1
5 1 23 1 3 1 534 3413 291 41 95.567055 STABILIZED
5 1 23 1 3 2 868 3413 63 40 95.567055 TO
5 1 23 1 3 3 978 3413 236 41 95.089867 PREVENT
5 1 23 1 3 4 1258 3414 228 39 95.174889 EROSION
5 1 23 1 3 5 1530 3414 63 39 95.174889 AS
5 1 23 1 3 6 1639 3414 268 40 95.673180 SPECIFIED
5 1 23 1 3 7 1953 3414 69 39 95.885239 ON
5 1 23 1 3 8 2066 3413 98 40 95.189461 THE
5 1 23 1 3 9 2210 3413 237 41 95.189461 PROJECT
5 1 23 1 3 10 2489 3413 440 41 93.178848 SPECIFICATIONS.
2 1 24 0 0 0 533 3538 2597 166 -1
3 1 24 1 0 0 533 3538 2597 166 -1
4 1 24 1 1 0 534 3538 2596 41 -1
5 1 24 1 1 1 534 3538 461 41 95.085838 SUBCONTRACTOR
5 1 24 1 1 2 1041 3539 163 39 90.194687 SHALL
5 1 24 1 1 3 1248 3539 229 39 92.477837 MINIMIZE
5 1 24 1 1 4 1523 3538 365 41 95.955276 DISTURBANCE
5 1 24 1 1 5 1928 3538 63 40 94.884911 TO
5 1 24 1 1 6 2039 3538 229 41 94.884911 EXISTING
5 1 24 1 1 7 2314 3538 106 40 96.133255 SITE
5 1 24 1 1 8 2466 3538 195 41 96.400108 DURING
5 1 24 1 1 9 2707 3538 423 41 95.650215 CONSTRUCTION.
4 1 24 1 2 0 533 3600 2378 48 -1
5 1 24 1 2 1 533 3601 228 40 95.974098 EROSION
5 1 24 1 2 2 809 3601 246 40 95.172264 CONTROL
5 1 24 1 2 3 1100 3601 297 47 94.800224 MEASURES,
5 1 24 1 2 4 1446 3601 40 40 94.403084 IF
5 1 24 1 2 5 1530 3601 263 44 94.403084 REQUIRED
5 1 24 1 2 6 1841 3600 195 41 96.316704 DURING
5 1 24 1 2 7 2082 3600 423 48 95.758041 CONSTRUCTION,
5 1 24 1 2 8 2553 3601 163 40 93.877441 SHALL
5 1 24 1 2 9 2760 3601 63 40 85.370964 BE
5 1 24 1 2 10 2869 3601 42 40 85.370964 IN
4 1 24 1 3 0 534 3663 2443 41 -1
5 1 24 1 3 1 534 3664 404 40 96.551430 CONFORMANCE
5 1 24 1 3 2 980 3663 117 40 96.157318 WITH
5 1 24 1 3 3 1141 3663 98 40 95.367630 THE
5 1 24 1 3 4 1285 3664 163 40 96.114365 LOCAL
5 1 24 1 3 5 1491 3664 307 40 95.494560 GUIDELINES
5 1 24 1 3 6 1846 3664 99 39 95.494560 FOR
5 1 24 1 3 7 1992 3664 228 39 95.897209 EROSION
5 1 24 1 3 8 2264 3664 104 39 94.700264 AND
5 1 24 1 3 9 2414 3663 261 41 94.700264 SEDIMENT
5 1 24 1 3 10 2718 3663 259 41 96.206474 CONTROL.
2 1 25 0 0 0 534 3789 2649 110 -1
3 1 25 1 0 0 534 3789 2649 110 -1
4 1 25 1 1 0 534 3789 2649 47 -1
5 1 25 1 1 1 534 3795 184 41 96.612206 NOTICE
5 1 25 1 1 2 759 3796 63 40 92.288094 TO
5 1 25 1 1 3 869 3795 292 41 81.571480 PROCEED—
5 1 25 1 1 4 1210 3796 69 40 96.419800 NO
5 1 25 1 1 5 1323 3796 150 40 96.241516 WORK
5 1 25 1 1 6 1516 3796 63 40 92.399490 TO
5 1 25 1 1 7 1625 3796 300 40 91.758064 COMMENCE
5 1 25 1 1 8 1971 3796 156 40 95.636520 PRIOR
5 1 25 1 1 9 2170 3796 63 40 93.027809 TO
5 1 25 1 1 10 2278 3789 306 47 92.558151 COMPANY’S
5 1 25 1 1 11 2628 3796 217 40 95.358734 WRITTEN
5 1 25 1 1 12 2894 3795 185 41 95.915886 NOTICE
5 1 25 1 1 13 3120 3796 63 40 96.690079 TO
4 1 25 1 2 0 534 3858 1586 41 -1
5 1 25 1 2 1 534 3858 246 41 96.147499 PROCEED
5 1 25 1 2 2 823 3858 104 40 96.566765 AND
5 1 25 1 2 3 969 3858 99 40 96.141708 THE
5 1 25 1 2 4 1114 3858 259 41 95.048409 ISSUANCE
5 1 25 1 2 5 1417 3858 67 40 95.288971 OF
5 1 25 1 2 6 1523 3859 31 39 95.936440 A
5 1 25 1 2 7 1598 3858 284 41 93.961823 PURCHASE
5 1 25 1 2 8 1926 3858 194 40 96.133041 ORDER.
2 1 26 0 0 0 534 3983 2632 166 -1
3 1 26 1 0 0 534 3983 2632 166 -1
4 1 26 1 1 0 534 3983 2498 47 -1
5 1 26 1 1 1 534 3983 91 40 94.269814 ALL
5 1 26 1 1 2 668 3983 405 41 94.269814 CONSTRUCTION
5 1 26 1 1 3 1123 3983 174 40 96.313484 MEANS
5 1 26 1 1 4 1339 3983 104 40 96.097069 AND
5 1 26 1 1 5 1491 3983 263 47 96.097069 METHODS;
5 1 26 1 1 6 1803 3983 279 41 96.194954 INCLUDING
5 1 26 1 1 7 2130 3983 99 40 95.782478 BUT
5 1 26 1 1 8 2273 3983 100 40 95.221123 NOT
5 1 26 1 1 9 2418 3983 191 40 96.822250 LIMITED
5 1 26 1 1 10 2651 3983 79 47 96.122917 TO,
5 1 26 1 1 11 2780 3983 252 41 96.082016 ERECTION
4 1 26 1 2 0 534 4045 2259 48 -1
5 1 26 1 2 1 534 4046 180 47 96.140556 PLANS,
5 1 26 1 2 2 764 4045 208 41 93.402740 RIGGING
5 1 26 1 2 3 1019 4046 181 47 93.402740 PLANS,
5 1 26 1 2 4 1248 4045 245 41 96.448570 CLIMBING
5 1 26 1 2 5 1541 4046 181 47 95.524872 PLANS,
5 1 26 1 2 6 1766 4046 104 40 93.575554 AND
5 1 26 1 2 7 1918 4046 209 40 93.575554 RESCUE
5 1 26 1 2 8 2173 4046 165 40 96.103065 PLANS
5 1 26 1 2 9 2384 4046 163 40 96.103333 SHALL
5 1 26 1 2 10 2590 4046 64 40 95.934448 BE
5 1 26 1 2 11 2695 4046 98 40 96.076248 THE
4 1 26 1 3 0 534 4108 2632 41 -1
5 1 26 1 3 1 534 4108 423 40 92.317444 RESPONSIBILITY
5 1 26 1 3 2 999 4108 67 40 95.887383 OF
5 1 26 1 3 3 1105 4108 99 40 95.887383 THE
5 1 26 1 3 4 1248 4108 239 41 95.874191 GENERAL
5 1 26 1 3 5 1530 4108 349 41 96.305923 CONTRACTOR
5 1 26 1 3 6 1926 4108 367 40 94.937767 RESPONSIBLE
5 1 26 1 3 7 2339 4108 99 40 96.236580 FOR
5 1 26 1 3 8 2480 4108 99 40 95.769814 THE
5 1 26 1 3 9 2624 4108 290 41 95.600624 EXECUTION
5 1 26 1 3 10 2962 4108 67 40 95.080261 OF
5 1 26 1 3 11 3068 4108 98 40 95.080261 THE
2 1 27 0 0 0 534 4171 2595 129 -1
3 1 27 1 0 0 534 4171 2595 129 -1
4 1 27 1 1 0 534 4171 2595 59 -1
5 1 27 1 1 1 534 4178 150 40 96.026756 WORK
5 1 27 1 1 2 730 4177 293 42 96.230927 CONTAINED
5 1 27 1 1 3 1071 4178 186 40 96.160416 HEREIN
5 1 27 1 1 4 1301 4178 104 40 96.825485 AND
5 1 27 1 1 5 1451 4178 163 40 96.373367 SHALL
5 1 27 1 1 6 1659 4178 132 40 92.951607 MEET
5 1 27 1 1 7 1830 4171 234 59 91.487068 ANSI/TIA
5 1 27 1 1 8 2112 4178 127 40 96.476891 1019
5 1 27 1 1 9 2289 4171 208 59 96.552567 (LATEST
5 1 27 1 1 10 2540 4171 239 59 96.267502 EDITION),
5 1 27 1 1 11 2826 4178 154 47 96.616623 OSHA,
5 1 27 1 1 12 3025 4178 104 40 96.458153 AND
4 1 27 1 2 0 534 4241 2568 59 -1
5 1 27 1 2 1 534 4247 239 41 96.012299 GENERAL
5 1 27 1 2 2 818 4247 257 40 95.820877 INDUSTRY
5 1 27 1 2 3 1118 4247 323 40 89.454514 STANDARDS.
5 1 27 1 2 4 1523 4248 91 39 89.454514 ALL
5 1 27 1 2 5 1659 4247 207 40 94.878868 RIGGING
5 1 27 1 2 6 1914 4248 165 39 96.932549 PLANS
5 1 27 1 2 7 2125 4248 163 39 95.701569 SHALL
5 1 27 1 2 8 2326 4248 212 40 96.440704 ADHERE
5 1 27 1 2 9 2578 4247 63 40 93.111397 TO
5 1 27 1 2 10 2684 4241 418 59 66.525711 ANSI/TIA—1019
2 1 28 0 0 0 533 4310 2597 110 -1
3 1 28 1 0 0 533 4310 2597 110 -1
4 1 28 1 1 0 533 4310 2597 59 -1
5 1 28 1 1 1 533 4310 208 59 95.556396 (LATEST
5 1 28 1 1 2 785 4310 221 59 96.066803 EDITION)
5 1 28 1 1 3 1055 4317 279 41 96.689308 INCLUDING
5 1 28 1 1 4 1376 4317 99 40 95.934418 THE
5 1 28 1 1 5 1521 4317 263 43 96.284966 REQUIRED
5 1 28 1 1 6 1832 4317 359 40 96.117928 INVOLVEMENT
5 1 28 1 1 7 2233 4317 67 40 96.117928 OF
5 1 28 1 1 8 2339 4318 31 39 95.303619 A
5 1 28 1 1 9 2412 4317 265 43 95.877701 QUALIFIED
5 1 28 1 1 10 2724 4317 260 41 95.908897 ENGINEER
5 1 28 1 1 11 3032 4317 98 40 96.887207 FOR
4 1 28 1 2 0 534 4379 716 41 -1
5 1 28 1 2 1 534 4379 163 41 93.908936 CLASS
5 1 28 1 2 2 744 4380 40 40 68.321358 IV
5 1 28 1 2 3 826 4379 424 41 93.150375 CONSTRUCTION.
2 1 29 0 0 0 3456 401 1151 59 -1
3 1 29 1 0 0 3456 401 1151 59 -1
4 1 29 1 1 0 3456 401 1151 59 -1
5 1 29 1 1 1 3456 401 511 59 95.586105 STRUCTURAL
5 1 29 1 1 2 4032 401 235 59 87.867508 STEEL
5 1 29 1 1 3 4334 401 273 59 87.867508 NOTES:
2 1 30 0 0 0 5620 467 490 2 -1
3 1 30 1 0 0 5620 467 490 2 -1
4 1 30 1 1 0 5620 467 490 2 -1
5 1 30 1 1 1 5620 467 490 2 95.000000
2 1 31 0 0 0 3448 469 1170 2 -1
3 1 31 1 0 0 3448 469 1170 2 -1
4 1 31 1 1 0 3448 469 1170 2 -1
5 1 31 1 1 1 3448 469 1170 2 95.000000
2 1 32 0 0 0 5936 500 139 40 -1
3 1 32 1 0 0 5936 500 139 40 -1
4 1 32 1 1 0 5936 500 139 40 -1
5 1 32 1 1 1 5936 500 139 40 78.165604 GN-]
2 1 33 0 0 0 5901 364 209 208 -1
3 1 33 1 0 0 5901 364 209 208 -1
4 1 33 1 1 0 5901 364 209 103 -1
5 1 33 1 1 1 5901 364 209 103 16.958389 (>
4 1 33 1 2 0 5901 469 209 103 -1
5 1 33 1 2 1 5901 469 209 103 22.244902 ey
2 1 34 0 0 0 3568 613 2370 104 -1
3 1 34 1 0 0 3568 613 2370 104 -1
4 1 34 1 1 0 3568 613 2136 41 -1
5 1 34 1 1 1 3568 614 92 39 94.750961 ALL
5 1 34 1 1 2 3702 613 158 41 96.142593 STEEL
5 1 34 1 1 3 3900 614 151 39 96.288780 WORK
5 1 34 1 1 4 4097 614 163 39 95.253723 SHALL
5 1 34 1 1 5 4304 614 63 39 93.752365 BE
5 1 34 1 1 6 4413 613 213 40 96.011391 PAINTED
5 1 34 1 1 7 4674 614 41 39 94.066376 IN
5 1 34 1 1 8 4759 613 361 41 94.066376 ACCORDANCE
5 1 34 1 1 9 5163 613 117 40 95.681747 WITH
5 1 34 1 1 10 5324 613 98 40 95.740128 THE
5 1 34 1 1 11 5468 613 236 41 96.598953 PROJECT
4 1 34 1 2 0 3568 675 2370 42 -1
5 1 34 1 2 1 3568 676 424 40 95.911186 SPECIFICATIONS
5 1 34 1 2 2 4034 676 104 40 95.536942 AND
5 1 34 1 2 3 4186 676 42 40 95.587891 IN
5 1 34 1 2 4 4272 675 361 42 95.587891 ACCORDANCE
5 1 34 1 2 5 4675 676 117 40 96.474167 WITH
5 1 34 1 2 6 4836 676 133 40 93.088036 ASTM
5 1 34 1 2 7 5013 676 99 40 86.630844 A36
5 1 34 1 2 8 5159 676 204 40 96.107323 UNLESS
5 1 34 1 2 9 5409 676 299 40 94.147278 OTHERWISE
5 1 34 1 2 10 5754 676 184 40 89.607559 NOTED.
2 1 35 0 0 0 3568 801 2551 110 -1
3 1 35 1 0 0 3568 801 2551 110 -1
4 1 35 1 1 0 3568 801 2551 60 -1
5 1 35 1 1 1 3568 808 197 40 96.477661 BOLTED
5 1 35 1 1 2 3811 808 376 41 96.032059 CONNECTIONS
5 1 35 1 1 3 4232 808 163 40 94.672440 SHALL
5 1 35 1 1 4 4439 808 64 40 94.672440 BE
5 1 35 1 1 5 4543 808 133 40 95.663574 ASTM
5 1 35 1 1 6 4720 808 134 40 95.107224 A325
5 1 35 1 1 7 4902 808 222 41 96.157806 BEARING
5 1 35 1 1 8 5166 808 129 40 92.882652 TYPE
5 1 35 1 1 9 5341 801 208 60 40.651966 (3/4°6)
5 1 35 1 1 10 5597 808 375 41 95.390396 CONNECTIONS
5 1 35 1 1 11 6015 808 104 40 96.299385 AND
4 1 35 1 2 0 3568 871 1901 40 -1
5 1 35 1 2 1 3568 871 163 40 94.130127 SHALL
5 1 35 1 2 2 3775 871 129 40 91.236420 HAVE
5 1 35 1 2 3 3950 871 224 40 96.302986 MINIMUM
5 1 35 1 2 4 4221 871 67 40 96.449944 OF
5 1 35 1 2 5 4327 871 106 40 95.332115 TWO
5 1 35 1 2 6 4480 871 162 40 95.332115 BOLTS
5 1 35 1 2 7 4690 871 204 40 95.798744 UNLESS
5 1 35 1 2 8 4941 871 169 40 95.798744 NOTED
5 1 35 1 2 9 5155 871 314 40 92.949715 OTHERWISE.
2 1 36 0 0 0 3568 996 2385 110 -1
3 1 36 1 0 0 3568 996 2385 110 -1
4 1 36 1 1 0 3568 996 2385 59 -1
5 1 36 1 1 1 3568 1002 504 42 16.415462 NON-—STRUCTURAL
5 1 36 1 1 2 4115 1002 375 41 96.478447 CONNECTIONS
5 1 36 1 1 3 4538 1003 99 40 96.717041 FOR
5 1 36 1 1 4 4682 1003 158 40 96.109619 STEEL
5 1 36 1 1 5 4882 1002 219 41 96.031189 GRATING
5 1 36 1 1 6 5149 1003 100 40 96.362694 MAY
5 1 36 1 1 7 5293 1003 101 40 93.072350 USE
5 1 36 1 1 8 5438 996 161 59 7.089872 5/8”°¢
5 1 36 1 1 9 5641 1003 133 40 95.743774 ASTM
5 1 36 1 1 10 5818 1003 135 40 95.743774 A307
4 1 36 1 2 0 3568 1065 988 41 -1
5 1 36 1 2 1 3568 1065 161 41 96.518112 BOLTS
5 1 36 1 2 2 3777 1066 204 40 96.151146 UNLESS
5 1 36 1 2 3 4029 1065 168 41 93.541153 NOTED
5 1 36 1 2 4 4243 1065 313 41 94.348251 OTHERWISE.
2 1 37 0 0 0 3568 1191 2577 443 -1
3 1 37 1 0 0 3568 1191 2577 443 -1
4 1 37 1 1 0 3568 1191 2099 59 -1
5 1 37 1 1 1 3568 1197 352 40 90.739357 INSTALLATION
5 1 37 1 1 2 3968 1198 67 39 95.694908 OF
5 1 37 1 1 3 4077 1197 281 41 93.182243 CONCRETE
5 1 37 1 1 4 4404 1191 524 59 91.731224 EXPANSION/WEDGE
5 1 37 1 1 5 4968 1197 236 47 96.131851 ANCHOR,
5 1 37 1 1 6 5252 1198 163 39 92.332451 SHALL
5 1 37 1 1 7 5459 1198 63 39 96.318001 BE
5 1 37 1 1 8 5568 1198 99 39 96.901344 PER
4 1 37 1 2 0 3568 1260 2399 54 -1
5 1 37 1 2 1 3568 1260 476 48 30.302948 MANUFACTURER'S
5 1 37 1 2 2 4091 1267 406 41 96.012321 RECOMMENDED
5 1 37 1 2 3 4545 1267 340 41 95.725723 PROCEDURE.
5 1 37 1 2 4 4929 1267 99 40 96.110161 THE
5 1 37 1 2 5 5068 1267 220 41 96.489021 ANCHOR
5 1 37 1 2 6 5336 1267 142 47 96.225807 BOLT,
5 1 37 1 2 7 5527 1267 177 40 94.268143 DOWEL
5 1 37 1 2 8 5746 1267 69 40 95.968170 OR
5 1 37 1 2 9 5863 1267 104 40 96.597588 ROD
4 1 37 1 3 0 3568 1330 2577 47 -1
5 1 37 1 3 1 3568 1337 163 40 91.099892 SHALL
5 1 37 1 3 2 3774 1336 257 41 91.099892 CONFORM
5 1 37 1 3 3 4076 1337 63 40 93.125999 TO
5 1 37 1 3 4 4186 1330 476 47 89.011627 MANUFACTURER’S
5 1 37 1 3 5 4709 1336 486 41 96.267807 RECOMMENDATION
5 1 37 1 3 6 5245 1337 99 40 92.992485 FOR
5 1 37 1 3 7 5391 1337 324 40 91.959724 EMBEDMENT
5 1 37 1 3 8 5759 1337 165 40 96.883087 DEPTH
5 1 37 1 3 9 5971 1337 69 40 95.484619 OR
5 1 37 1 3 10 6082 1337 63 40 95.484619 AS
4 1 37 1 4 0 3568 1399 2433 41 -1
5 1 37 1 4 1 3568 1399 186 40 96.229691 SHOWN
5 1 37 1 4 2 3802 1399 68 40 94.925430 ON
5 1 37 1 4 3 3915 1399 98 40 94.925430 THE
5 1 37 1 4 4 4059 1399 283 41 95.606026 DRAWINGS.
5 1 37 1 4 5 4391 1399 69 40 95.083481 NO
5 1 37 1 4 6 4507 1399 169 40 95.083481 REBAR
5 1 37 1 4 7 4722 1399 162 40 95.396919 SHALL
5 1 37 1 4 8 4929 1399 63 40 94.052635 BE
5 1 37 1 4 9 5036 1399 101 41 94.052635 CUT
5 1 37 1 4 10 5177 1399 229 40 95.872711 WITHOUT
5 1 37 1 4 11 5450 1399 156 40 90.941002 PRIOR
5 1 37 1 4 12 5652 1399 349 41 95.623726 CONTRACTOR
4 1 37 1 5 0 3568 1461 2486 48 -1
5 1 37 1 5 1 3568 1462 277 40 95.360573 APPROVAL
5 1 37 1 5 2 3886 1462 147 40 95.480301 WHEN
5 1 37 1 5 3 4082 1461 231 41 96.257790 DRILLING
5 1 37 1 5 4 4361 1462 168 40 94.345589 HOLES
5 1 37 1 5 5 4577 1462 42 40 95.945450 IN
5 1 37 1 5 6 4666 1461 296 41 96.087067 CONCRETE.
5 1 37 1 5 7 5009 1461 217 41 93.437630 SPECIAL
5 1 37 1 5 8 5270 1461 361 48 93.437630 INSPECTIONS,
5 1 37 1 5 9 5681 1462 263 43 95.986397 REQUIRED
5 1 37 1 5 10 5991 1462 63 40 96.243546 BY
4 1 37 1 6 0 3568 1524 2449 54 -1
5 1 37 1 6 1 3568 1531 302 41 96.077484 GOVERNING
5 1 37 1 6 2 3916 1532 192 46 96.119339 CODES,
5 1 37 1 6 3 4156 1532 163 39 95.280197 SHALL
5 1 37 1 6 4 4363 1532 63 39 95.175613 BE
5 1 37 1 6 5 4472 1532 322 39 96.245239 PERFORMED
5 1 37 1 6 6 4841 1532 42 39 95.485718 IN
5 1 37 1 6 7 4930 1532 178 39 96.535812 ORDER
5 1 37 1 6 8 5150 1531 64 40 95.969421 TO
5 1 37 1 6 9 5261 1531 231 40 95.298714 MAINTAIN
5 1 37 1 6 10 5541 1524 476 48 17.405539 MANUFACTURER'S
4 1 37 1 7 0 3568 1594 815 40 -1
5 1 37 1 7 1 3568 1594 238 40 95.512352 MAXIMUM
5 1 37 1 7 2 3850 1594 306 40 96.553291 ALLOWABLE
5 1 37 1 7 3 4202 1594 181 40 95.679840 LOADS.
2 1 38 0 0 0 3463 1967 2654 1 -1
3 1 38 1 0 0 3463 1967 2654 1 -1
4 1 38 1 1 0 3463 1967 2654 1 -1
5 1 38 1 1 1 3463 1967 2654 1 95.000000
2 1 39 0 0 0 3334 1818 159 303 -1
3 1 39 1 0 0 3334 1818 159 299 -1
4 1 39 1 1 0 3334 1818 159 149 -1
5 1 39 1 1 1 3334 1818 159 149 57.554298 NS
4 1 39 1 2 0 3334 1964 140 157 -1
5 1 39 1 2 1 3334 1964 140 157 53.297733 Za
2 1 40 0 0 0 3456 2127 1882 59 -1
3 1 40 1 0 0 3456 2127 1882 59 -1
4 1 40 1 1 0 3456 2127 1882 59 -1
5 1 40 1 1 1 3456 2127 420 59 93.530624 CONCRETE
5 1 40 1 1 2 3938 2127 155 59 74.553772 AND
5 1 40 1 1 3 4166 2127 527 59 74.553772 REINFORCING
5 1 40 1 1 4 4763 2127 235 59 94.284546 STEEL
5 1 40 1 1 5 5066 2127 272 59 94.284546 NOTES:
2 1 41 0 0 0 5620 2192 490 3 -1
3 1 41 1 0 0 5620 2192 490 3 -1
4 1 41 1 1 0 5620 2192 490 3 -1
5 1 41 1 1 1 5620 2192 490 3 95.000000
2 1 42 0 0 0 3448 2195 1901 2 -1
3 1 42 1 0 0 3448 2195 1901 2 -1
4 1 42 1 1 0 3448 2195 1901 2 -1
5 1 42 1 1 1 3448 2195 1901 2 95.000000
2 1 43 0 0 0 3456 3945 43 41 -1
3 1 43 1 0 0 3456 3945 43 41 -1
4 1 43 1 1 0 3456 3945 43 41 -1
5 1 43 1 1 1 3456 3945 43 41 44.716171 5.
2 1 44 0 0 0 5897 1821 337 486 -1
3 1 44 1 0 0 5901 1821 345 477 -1
4 1 44 1 1 0 6087 1821 147 293 -1
5 1 44 1 1 1 6087 1821 147 293 92.011345 <
4 1 44 1 2 0 5901 2089 209 103 -1
5 1 44 1 2 1 5901 2089 209 103 35.083385 >
4 1 44 1 3 0 5897 2191 213 116 -1
5 1 44 1 3 1 5897 2191 213 116 38.995819 \eN=V
2 1 45 0 0 0 3568 2339 2404 166 -1
3 1 45 1 0 0 3568 2339 2404 166 -1
4 1 45 1 1 0 3568 2339 2404 48 -1
5 1 45 1 1 1 3568 2340 92 40 93.175903 ALL
5 1 45 1 1 2 3702 2339 281 41 94.955856 CONCRETE
5 1 45 1 1 3 4025 2340 151 40 95.800705 WORK
5 1 45 1 1 4 4222 2340 163 40 95.800705 SHALL
5 1 45 1 1 5 4429 2340 63 40 95.945625 BE
5 1 45 1 1 6 4538 2340 41 39 95.815384 IN
5 1 45 1 1 7 4624 2339 361 41 95.622597 ACCORDANCE
5 1 45 1 1 8 5027 2340 117 40 95.458031 WITH
5 1 45 1 1 9 5188 2340 99 40 96.176132 THE
5 1 45 1 1 10 5327 2339 77 41 90.068176 ACI
5 1 45 1 1 11 5452 2340 115 47 95.115204 301,
5 1 45 1 1 12 5611 2339 77 41 83.960602 ACI
5 1 45 1 1 13 5736 2340 115 47 95.618256 318,
5 1 45 1 1 14 5895 2339 77 41 91.968590 ACI
4 1 45 1 2 0 3568 2402 2395 47 -1
5 1 45 1 2 1 3568 2402 115 47 93.444069 536,
5 1 45 1 2 2 3727 2402 133 40 92.771126 ASTM
5 1 45 1 2 3 3904 2402 150 47 95.143753 A184,
5 1 45 1 2 4 4099 2402 132 40 94.858139 ASTM
5 1 45 1 2 5 4275 2402 135 40 95.429260 A185
5 1 45 1 2 6 4452 2402 104 40 95.429260 AND
5 1 45 1 2 7 4599 2402 98 40 96.246140 THE
5 1 45 1 2 8 4743 2402 186 40 94.994598 DESIGN
5 1 45 1 2 9 4974 2402 104 40 92.684212 AND
5 1 45 1 2 10 5124 2402 405 41 92.684212 CONSTRUCTION
5 1 45 1 2 11 5577 2402 386 41 93.255417 SPECIFICATION
4 1 45 1 3 0 3568 2464 929 41 -1
5 1 45 1 3 1 3568 2465 99 40 93.062248 FOR
5 1 45 1 3 2 3713 2464 445 41 34.057053 CAST—IN-—PLACE
5 1 45 1 3 3 4202 2464 295 41 94.369324 CONCRETE.
2 1 46 0 0 0 3568 2589 2388 166 -1
3 1 46 1 0 0 3568 2589 2388 166 -1
4 1 46 1 1 0 3568 2589 2388 41 -1
5 1 46 1 1 1 3568 2590 92 40 95.203453 ALL
5 1 46 1 1 2 3702 2589 281 41 95.203453 CONCRETE
5 1 46 1 1 3 4027 2590 163 40 93.260254 SHALL
5 1 46 1 1 4 4234 2590 129 40 95.222824 HAVE
5 1 46 1 1 5 4404 2590 31 40 94.079308 A
5 1 46 1 1 6 4479 2590 224 40 94.079308 MINIMUM
5 1 46 1 1 7 4750 2589 374 41 96.008461 COMPRESSIVE
5 1 46 1 1 8 5168 2589 270 41 95.932556 STRENGTH
5 1 46 1 1 9 5486 2590 66 40 95.932556 OF
5 1 46 1 1 10 5595 2590 134 40 90.757957 3000
5 1 46 1 1 11 5777 2590 76 40 94.044434 PSI
5 1 46 1 1 12 5897 2590 59 40 95.301826 AT
4 1 46 1 2 0 3568 2652 2186 47 -1
5 1 46 1 2 1 3568 2652 63 40 90.565895 28
5 1 46 1 2 2 3679 2652 143 47 95.539299 DAYS,
5 1 46 1 2 3 3872 2652 204 40 96.351707 UNLESS
5 1 46 1 2 4 4124 2652 168 40 95.473076 NOTED
5 1 46 1 2 5 4337 2652 314 40 95.619286 OTHERWISE.
5 1 46 1 2 6 4699 2652 127 40 93.364426 SLAB
5 1 46 1 2 7 4873 2652 330 40 93.555969 FOUNDATION
5 1 46 1 2 8 5252 2652 186 41 93.555969 DESIGN
5 1 46 1 2 9 5482 2652 272 40 95.823616 ASSUMING
4 1 46 1 3 0 3568 2714 1508 41 -1
5 1 46 1 3 1 3568 2715 306 40 96.035141 ALLOWABLE
5 1 46 1 3 2 3918 2715 115 40 95.844597 SOIL
5 1 46 1 3 3 4077 2714 222 41 96.283516 BEARING
5 1 46 1 3 4 4347 2715 282 40 96.244331 PRESSURE
5 1 46 1 3 5 4673 2715 67 40 96.383202 OF
5 1 46 1 3 6 4782 2715 135 40 95.765945 2000
5 1 46 1 3 7 4965 2715 111 40 95.832962 PSF.
2 1 47 0 0 0 3568 2839 2419 166 -1
3 1 47 1 0 0 3568 2839 2419 166 -1
4 1 47 1 1 0 3568 2839 2215 48 -1
5 1 47 1 1 1 3568 2839 352 41 96.388687 REINFORCING
5 1 47 1 1 2 3966 2840 158 40 95.191147 STEEL
5 1 47 1 1 3 4166 2840 163 40 95.027870 SHALL
5 1 47 1 1 4 4372 2839 257 41 96.097366 CONFORM
5 1 47 1 1 5 4674 2840 63 40 96.343613 TO
5 1 47 1 1 6 4779 2840 133 40 95.617195 ASTM
5 1 47 1 1 7 4956 2840 150 47 94.584229 A615,
5 1 47 1 1 8 5154 2839 172 41 96.195869 GRADE
5 1 47 1 1 9 5372 2840 77 47 96.116234 60,
5 1 47 1 1 10 5499 2840 284 40 95.761360 DEFORMED
4 1 47 1 2 0 3568 2902 2399 41 -1
5 1 47 1 2 1 3568 2902 204 40 95.944824 UNLESS
5 1 47 1 2 2 3820 2902 168 40 95.239769 NOTED
5 1 47 1 2 3 4034 2902 313 40 94.364822 OTHERWISE.
5 1 47 1 2 4 4393 2902 210 40 96.028183 WELDED
5 1 47 1 2 5 4647 2902 123 40 96.386444 WIRE
5 1 47 1 2 6 4816 2902 181 41 91.904587 FABRIC
5 1 47 1 2 7 5043 2902 163 40 91.904587 SHALL
5 1 47 1 2 8 5249 2902 257 41 96.439262 CONFORM
5 1 47 1 2 9 5550 2902 64 40 95.909081 TO
5 1 47 1 2 10 5656 2902 132 40 96.188202 ASTM
5 1 47 1 2 11 5832 2902 135 40 95.678543 A185
4 1 47 1 3 0 3568 2964 2419 41 -1
5 1 47 1 3 1 3568 2965 210 40 96.552185 WELDED
5 1 47 1 3 2 3824 2965 157 40 96.409981 STEEL
5 1 47 1 3 3 4022 2965 123 40 96.426910 WIRE
5 1 47 1 3 4 4191 2964 181 41 95.726135 FABRIC
5 1 47 1 3 5 4420 2965 204 40 96.527611 UNLESS
5 1 47 1 3 6 4672 2965 168 40 96.061172 NOTED
5 1 47 1 3 7 4886 2965 313 40 93.135872 OTHERWISE.
5 1 47 1 3 8 5247 2964 216 41 92.532005 SPLICES
5 1 47 1 3 9 5509 2965 163 40 96.067719 SHALL
5 1 47 1 3 10 5716 2965 63 40 95.473282 BE
5 1 47 1 3 11 5824 2964 163 41 96.755325 CLASS
2 1 48 0 0 0 3568 3027 1404 54 -1
3 1 48 1 0 0 3568 3027 1404 54 -1
4 1 48 1 1 0 3568 3027 1404 54 -1
5 1 48 1 1 1 3568 3027 79 48 42.850784 B”
a
T-MOBILE SITE NUMBER:
PH21005F
LIST” SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED
BY CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL
BE SUPPLIED BY THE SUBCONTRACTOR. BU #: 800612
THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH AZ LAKE PLEASANT CAC
MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 800612
IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,
THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY
OVERLOOK RD
THE CONTRACTOR AND CROWN CASTLE PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF
INSTALLATION. PEORIA, AZ 85373
AND ALL HOOKS SHALL BE STANDARD, UNO.
10.
SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES,
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING
GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWINGS. EXISTING 76'-0" MONOPOLE
STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS:
11.
THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS,
CONCRETE CAST AGAINST EARTH........ eee SIN.
LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT
CONCRETE EXPOSED TO EARTH OR WEATHER:
SUBCONTRACTOR’S EXPENSE TO THE SATISFACTION OF OWNER.
#6 AND LARGER... cccccceeceeeeeeeeeee eens 2 IN.
12. #5 AND SMALLER & WWF............0008 1 1/2 IN.
SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH
CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE
AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS
GROUND:
REMOVED SHALL BE RETURNED TO THE OWNER’S DESIGNATED LOCATION.
SLAB AND WALLS... eee 3/4 IN,
13. BEAMS AND COLUMNS.........0 1
eee SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD /
BE REMOVED FROM SITE ON A DAILY BASIS.
A CHAMFER 3/4” SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,
14. ISSUED FOR: \
UNLESS NOTED OTHERWISE. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. Jelelg|
DATE | DRWN DESCRIPTION —[DES./QA
03/18/16 | CV PRELIMINARY KK
05/03/16 | BT PRELIMINARY CR
(~~ ABBREVIATIONS |
AND SYMBOLS: >
ay GN-1
XN
SV
y
> ABBREVIATIONS: SYMBOLS:
(B®)
MASONRY NOTES: AGL ABOVE GRADE LEVEL
0S /Ge SOLID GROUND BUS BAR
\eN=V GN-] BTS BASE TRANSCEIVER STATION
(E) EXISTING sS/Nd¢- SOLID NEUTRAL BUS BAR THIS DOCUMENT IS
HOLLOW CONCRETE MASONRY UNITS SHALL MEET A.S.T.M. SPECIFICATION C90, GRADE MIN. MINIMUM
PRELIMINARY IN
N. TYPE 1. THE SPECIFIED DESIGN COMPRESSIVE STRENGTH OF CONCRETE MASONRY N.1.S. 9 NOT TO SCALE ea SUPPLEMENTAL GROUND CONDUCTOR
(F’m) SHALL BE 1500 PSI. REF REFERENCE NATURE AND IS NOTA
RE RADIO FREQUENCY “1° 2-POLE THERMAL—MAGNETIC CIRCUIT
FINAL, SIGNED AND
T.B.D. TO BE DETERMINED ° ° BREAKER
MORTAR SHALL MEET THE PROPERTY SPECIFICATION OF A.S.T.M. C270 TYP. S”
4 1 63 1 2 0 3568 5329 2244 41 -1
5 1 63 1 2 1 3568 5330 208 40 95.757034 MORTAR
5 1 63 1 2 2 3818 5330 104 40 95.968422 AND
5 1 63 1 2 3 3968 5330 163 40 94.556358 SHALL
5 1 63 1 2 4 4175 5330 129 40 94.556358 HAVE
5 1 63 1 2 5 4345 5330 31 40 95.053474 A
5 1 63 1 2 6 4420 5330 224 40 95.053474 MINIMUM
5 1 63 1 2 7 4691 5329 374 41 96.028656 COMPRESSIVE
5 1 63 1 2 8 5109 5329 271 41 96.229103 STRENGTH
5 1 63 1 2 9 5427 5330 66 40 95.300644 OF
5 1 63 1 2 10 5536 5330 134 40 95.323288 2000
5 1 63 1 2 11 5718 5330 94 40 93.002403 PSI.
2 1 64 0 0 0 3568 5454 2336 104 -1
3 1 64 1 0 0 3568 5454 2336 104 -1
4 1 64 1 1 0 3568 5454 2336 41 -1
5 1 64 1 1 1 3568 5454 177 41 96.256111 GROUT
5 1 64 1 1 2 3788 5455 163 40 94.612152 SHALL
5 1 64 1 1 3 3995 5455 132 40 91.925125 MEET
5 1 64 1 1 4 4166 5455 204 40 76.976830 A.S.T.M.
5 1 64 1 1 5 4418 5454 386 41 95.053246 SPECIFICATION
5 1 64 1 1 6 4852 5454 136 41 87.321556 C475
5 1 64 1 1 7 5031 5455 104 40 95.272141 AND
5 1 64 1 1 8 5182 5455 130 40 95.962242 HAVE
5 1 64 1 1 9 5352 5455 31 40 96.095085 A
5 1 64 1 1 10 5427 5455 224 40 96.095085 MINIMUM
5 1 64 1 1 11 5699 5455 63 40 96.621696 28
5 1 64 1 1 12 5809 5455 95 40 96.329819 DAY
4 1 64 1 2 0 3568 5517 1120 41 -1
5 1 64 1 2 1 3568 5517 374 41 95.881920 COMPRESSIVE
5 1 64 1 2 2 3986 5517 270 41 92.051918 STRENGTH
5 1 64 1 2 3 4303 5517 67 40 96.001671 OF
5 1 64 1 2 4 4413 5517 134 40 94.989845 2000
5 1 64 1 2 5 4595 5517 93 40 95.210304 PSI.
2 1 65 0 0 0 3568 5643 1952 58 -1
3 1 65 1 0 0 3568 5643 1952 58 -1
4 1 65 1 1 0 3568 5643 1952 58 -1
5 1 65 1 1 1 3568 5649 281 41 95.119652 CONCRETE
5 1 65 1 1 2 3895 5649 252 40 96.330109 MASONRY
5 1 65 1 1 3 4190 5649 162 40 94.754845 SHALL
5 1 65 1 1 4 4397 5649 63 40 94.754845 BE
5 1 65 1 1 5 4506 5649 104 40 95.937431 LAID
5 1 65 1 1 6 4657 5649 42 40 95.833313 IN
5 1 65 1 1 7 4749 5649 236 41 95.833313 RUNNING
5 1 65 1 1 8 5032 5643 280 58 93.797577 (COMMON)
5 1 65 1 1 9 5361 5649 159 40 96.338882 BOND.
2 1 66 0 0 0 3568 5774 2338 103 -1
3 1 66 1 0 0 3568 5774 2338 103 -1
4 1 66 1 1 0 3568 5774 2338 41 -1
5 1 66 1 1 1 3568 5774 133 40 95.221245 WALL
5 1 66 1 1 2 3743 5774 163 40 95.207573 SHALL
5 1 66 1 1 3 3950 5774 215 41 95.207573 RECEIVE
5 1 66 1 1 4 4206 5774 320 40 95.859665 TEMPORARY
5 1 66 1 1 5 4570 5774 242 41 94.109215 BRACING.
5 1 66 1 1 6 4856 5774 320 40 94.109215 TEMPORARY
5 1 66 1 1 7 5220 5774 225 41 96.526718 BRACING
5 1 66 1 1 8 5491 5774 163 40 96.022247 SHALL
5 1 66 1 1 9 5699 5774 100 40 95.649971 NOT
5 1 66 1 1 10 5843 5774 63 40 96.088844 BE
4 1 66 1 2 0 3568 5836 1185 41 -1
5 1 66 1 2 1 3568 5837 247 40 94.409485 REMOVED
5 1 66 1 2 2 3863 5837 145 40 94.409485 UNTIL
5 1 66 1 2 3 4050 5836 177 41 95.650314 GROUT
5 1 66 1 2 4 4272 5837 40 40 95.047417 IS
5 1 66 1 2 5 4359 5837 158 40 95.682999 FULLY
5 1 66 1 2 6 4559 5836 194 41 95.926788 CURED.
2 1 67 0 0 0 6246 249 1 6655 -1
3 1 67 1 0 0 6246 249 1 6655 -1
4 1 67 1 1 0 6246 249 1 6655 -1
5 1 67 1 1 1 6246 249 1 6655 95.000000
2 1 68 0 0 0 6373 401 699 59 -1
3 1 68 1 0 0 6373 401 699 59 -1
4 1 68 1 1 0 6373 401 699 59 -1
5 1 68 1 1 1 6373 401 359 59 93.102737 GENERAL
5 1 68 1 1 2 6799 401 273 59 90.283417 NOTES:
2 1 69 0 0 0 8684 467 489 2 -1
3 1 69 1 0 0 8684 467 489 2 -1
4 1 69 1 1 0 8684 467 489 2 -1
5 1 69 1 1 1 8684 467 489 2 95.000000
2 1 70 0 0 0 6365 469 718 2 -1
3 1 70 1 0 0 6365 469 718 2 -1
4 1 70 1 1 0 6365 469 718 2 -1
5 1 70 1 1 1 6365 469 718 2 95.000000
2 1 71 0 0 0 6373 614 38 39 -1
3 1 71 1 0 0 6373 614 38 39 -1
4 1 71 1 1 0 6373 614 38 39 -1
5 1 71 1 1 1 6373 614 38 39 85.640015 1.
2 1 72 0 0 0 6373 3323 74 39 -1
3 1 72 1 0 0 6373 3323 74 39 -1
4 1 72 1 1 0 6373 3323 74 39 -1
5 1 72 1 1 1 6373 3323 74 39 75.977921 10.
2 1 73 0 0 0 6373 3580 74 39 -1
3 1 73 1 0 0 6373 3580 74 39 -1
4 1 73 1 1 0 6373 3580 74 39 -1
5 1 73 1 1 1 6373 3580 74 39 80.088387 11.
2 1 74 0 0 0 6373 3837 74 40 -1
3 1 74 1 0 0 6373 3837 74 40 -1
4 1 74 1 1 0 6373 3837 74 40 -1
5 1 74 1 1 1 6373 3837 74 40 80.570953 12.
2 1 75 0 0 0 6247 4143 160 160 -1
3 1 75 1 0 0 6247 4143 160 160 -1
4 1 75 1 1 0 6247 4143 160 160 -1
5 1 75 1 1 1 6247 4143 160 160 18.428297 NS
2 1 76 0 0 0 8999 500 140 40 -1
3 1 76 1 0 0 8999 500 140 40 -1
4 1 76 1 1 0 8999 500 140 40 -1
5 1 76 1 1 1 8999 500 140 40 54.043179 GN-1
2 1 77 0 0 0 6485 364 2688 296 -1
3 1 77 1 0 0 6485 364 2688 296 -1
4 1 77 1 1 0 8964 364 209 103 -1
5 1 77 1 1 1 8964 364 209 103 22.266289 (+
4 1 77 1 2 0 6485 613 2673 47 -1
5 1 77 1 2 1 6485 614 99 39 95.360947 FOR
5 1 77 1 2 2 6627 613 98 40 95.360947 THE
5 1 77 1 2 3 6771 614 253 40 96.031349 PURPOSE
5 1 77 1 2 4 7068 614 66 39 96.031349 OF
5 1 77 1 2 5 7177 613 406 41 93.652451 CONSTRUCTION
5 1 77 1 2 6 7632 613 247 47 95.635269 DRAWING,
5 1 77 1 2 7 7923 613 99 40 95.342773 THE
5 1 77 1 2 8 8068 613 295 41 94.331688 FOLLOWING
5 1 77 1 2 9 8411 613 318 41 94.331688 DEFINITIONS
5 1 77 1 2 10 8775 614 163 39 87.490044 SHALL
5 1 77 1 2 11 8977 614 181 39 94.058029 APPLY:
2 1 78 0 0 0 6523 675 1687 123 -1
3 1 78 1 0 0 6523 675 1687 123 -1
4 1 78 1 1 0 6523 675 976 45 -1
5 1 78 1 1 1 6523 675 393 42 0.000000 CONTRACTOR-—
4 1 78 1 2 0 6523 739 1687 59 -1
5 1 78 1 2 1 6523 745 506 41 86.375107 SUBCONTRACTOR—
5 1 78 1 2 2 7077 745 239 41 94.653809 GENERAL
5 1 78 1 2 3 7359 746 349 40 94.653809 CONTRACTOR
5 1 78 1 2 4 7755 739 455 59 96.498299 (CONSTRUCTION)
2 1 79 0 0 0 6523 808 1627 168 -1
3 1 79 1 0 0 6523 808 1627 168 -1
4 1 79 1 1 0 6523 808 817 41 -1
5 1 79 1 1 1 6523 808 266 41 83.239182 CARRIER—
5 1 79 1 1 2 7096 808 244 40 3.208046 T-MOBILE
4 1 79 1 2 0 6523 870 1001 41 -1
5 1 79 1 2 1 6523 871 177 40 85.637573 TOWER
5 1 79 1 2 2 6746 871 229 40 78.012299 OWNER—
5 1 79 1 2 3 7098 871 186 40 95.229935 CROWN
5 1 79 1 2 4 7332 870 192 41 95.769638 CASTLE
4 1 79 1 3 0 6523 933 1627 43 -1
5 1 79 1 3 1 6523 933 152 40 88.807251 OEM—
5 1 79 1 3 2 7098 933 240 41 95.678040 ORIGINAL
5 1 79 1 3 3 7382 933 302 43 92.088623 EQUIPMENT
5 1 79 1 3 4 7729 933 421 41 96.189110 MANUFACTURER
2 1 80 0 0 0 6485 1058 2685 228 -1
3 1 80 1 0 0 6485 1058 2685 228 -1
4 1 80 1 1 0 6486 1058 2643 47 -1
5 1 80 1 1 1 6486 1058 155 40 95.001228 PRIOR
5 1 80 1 1 2 6684 1058 63 40 94.694412 TO
5 1 80 1 1 3 6789 1058 99 40 94.694412 THE
5 1 80 1 1 4 6932 1058 324 40 96.429398 SUBMISSION
5 1 80 1 1 5 7303 1058 67 40 96.454330 OF
5 1 80 1 1 6 7414 1058 131 47 95.756027 BIDS,
5 1 80 1 1 7 7589 1058 99 40 95.705528 THE
5 1 80 1 1 8 7734 1058 207 41 96.058098 BIDDING
5 1 80 1 1 9 7987 1058 462 41 96.303391 SUBCONTRACTOR
5 1 80 1 1 10 8495 1058 162 40 93.713951 SHALL
5 1 80 1 1 11 8696 1058 124 40 96.472923 VISIT
5 1 80 1 1 12 8859 1058 99 40 95.193199 THE
5 1 80 1 1 13 9002 1058 127 41 96.719574 CELL
4 1 80 1 2 0 6486 1120 2684 41 -1
5 1 80 1 2 1 6486 1121 105 40 96.598106 SITE
5 1 80 1 2 2 6632 1121 64 40 96.450394 TO
5 1 80 1 2 3 6743 1121 311 40 96.075645 FAMILIARIZE
5 1 80 1 2 4 7096 1121 117 40 94.234329 WITH
5 1 80 1 2 5 7257 1121 99 40 95.584442 THE
5 1 80 1 2 6 7401 1120 230 41 96.541641 EXISTING
5 1 80 1 2 7 7677 1120 316 41 96.013153 CONDITIONS
5 1 80 1 2 8 8036 1121 104 40 95.418243 AND
5 1 80 1 2 9 8182 1121 64 40 94.877548 TO
5 1 80 1 2 10 8291 1120 233 41 94.877548 CONFIRM
5 1 80 1 2 11 8568 1121 127 40 94.714104 THAT
5 1 80 1 2 12 8734 1121 99 40 96.225281 THE
5 1 80 1 2 13 8875 1121 150 40 85.404770 WORK
5 1 80 1 2 14 9071 1121 99 40 85.404770 CAN
4 1 80 1 3 0 6485 1183 2676 41 -1
5 1 80 1 3 1 6485 1183 64 40 96.204544 BE
5 1 80 1 3 2 6589 1183 413 41 96.063492 ACCOMPLISHED
5 1 80 1 3 3 7045 1183 63 40 96.059944 AS
5 1 80 1 3 4 7154 1183 186 40 96.201729 SHOWN
5 1 80 1 3 5 7387 1183 69 40 95.535805 ON
5 1 80 1 3 6 7500 1183 99 40 95.535805 THE
5 1 80 1 3 7 7643 1183 406 41 95.163620 CONSTRUCTION
5 1 80 1 3 8 8098 1183 283 41 93.241760 DRAWINGS.
5 1 80 1 3 9 8425 1183 102 40 95.913223 ANY
5 1 80 1 3 10 8571 1183 369 41 94.949768 DISCREPANCY
5 1 80 1 3 11 8984 1183 177 40 94.949768 FOUND
4 1 80 1 4 0 6486 1245 2266 41 -1
5 1 80 1 4 1 6486 1246 163 40 95.522041 SHALL
5 1 80 1 4 2 6693 1246 63 40 94.118279 BE
5 1 80 1 4 3 6801 1245 253 41 96.089523 BROUGHT
5 1 80 1 4 4 7093 1246 63 40 95.908264 TO
5 1 80 1 4 5 7198 1246 99 40 95.908264 THE
5 1 80 1 4 6 7337 1246 278 40 93.718163 ATTENTION
5 1 80 1 4 7 7662 1246 67 40 93.718163 OF
5 1 80 1 4 8 7771 1246 349 40 95.828949 CONTRACTOR
5 1 80 1 4 9 8162 1246 104 40 94.318695 AND
5 1 80 1 4 10 8312 1245 187 41 92.118523 CROWN
5 1 80 1 4 11 8546 1246 206 40 92.118523 CASTLE.
2 1 81 0 0 0 6486 1370 2595 416 -1
3 1 81 1 0 0 6486 1370 2595 416 -1
4 1 81 1 1 0 6486 1370 2548 41 -1
5 1 81 1 1 1 6486 1371 91 40 92.254776 ALL
5 1 81 1 1 2 6621 1371 278 40 92.254776 MATERIALS
5 1 81 1 1 3 6946 1371 299 40 96.296051 FURNISHED
5 1 81 1 1 4 7287 1371 104 40 96.126083 AND
5 1 81 1 1 5 7439 1371 272 40 95.237923 INSTALLED
5 1 81 1 1 6 7757 1371 163 40 95.253197 SHALL
5 1 81 1 1 7 7964 1371 63 40 96.400902 BE
5 1 81 1 1 8 8073 1371 42 40 90.164101 IN
5 1 81 1 1 9 8162 1370 177 41 90.164101 STRICT
5 1 81 1 1 10 8379 1370 361 41 96.083961 ACCORDANCE
5 1 81 1 1 11 8782 1371 117 40 90.356758 WITH
5 1 81 1 1 12 8943 1371 91 40 92.336578 ALL
4 1 81 1 2 0 6486 1433 2553 47 -1
5 1 81 1 2 1 6486 1433 320 41 96.436729 APPLICABLE
5 1 81 1 2 2 6850 1433 191 47 95.748932 CODES,
5 1 81 1 2 3 7091 1433 358 40 96.087715 REGULATIONS
5 1 81 1 2 4 7491 1433 104 40 95.315384 AND
5 1 81 1 2 5 7641 1433 354 41 95.315384 ORDINANCES.
5 1 81 1 2 6 8043 1433 461 41 96.194122 SUBCONTRACTOR
5 1 81 1 2 7 8550 1433 163 40 93.769424 SHALL
5 1 81 1 2 8 8757 1433 151 40 95.508247 ISSUE
5 1 81 1 2 9 8948 1433 91 40 95.508247 ALL
4 1 81 1 3 0 6486 1495 2561 48 -1
5 1 81 1 3 1 6486 1496 364 40 95.452965 APPROPRIATE
5 1 81 1 3 2 6896 1495 219 41 96.050980 NOTICES
5 1 81 1 3 3 7157 1496 104 40 95.555168 AND
5 1 81 1 3 4 7307 1495 215 41 95.555168 COMPLY
5 1 81 1 3 5 7562 1496 117 40 95.915779 WITH
5 1 81 1 3 6 7723 1496 92 40 94.031197 ALL
5 1 81 1 3 7 7859 1496 147 47 96.199516 LAWS,
5 1 81 1 3 8 8053 1495 355 48 96.203880 ORDINANCES,
5 1 81 1 3 9 8457 1496 183 47 95.504372 RULES,
5 1 81 1 3 10 8689 1495 358 41 96.290260 REGULATIONS
4 1 81 1 4 0 6486 1558 2595 41 -1
5 1 81 1 4 1 6486 1558 104 40 92.086044 AND
5 1 81 1 4 2 6637 1558 201 40 92.086044 LAWFUL
5 1 81 1 4 3 6880 1558 213 40 95.964745 ORDERS
5 1 81 1 4 4 7139 1558 67 40 95.964745 OF
5 1 81 1 4 5 7245 1558 102 40 96.684761 ANY
5 1 81 1 4 6 7391 1558 186 41 93.237091 PUBLIC
5 1 81 1 4 7 7620 1558 289 40 93.237091 AUTHORITY
5 1 81 1 4 8 7954 1558 296 41 94.840141 REGARDING
5 1 81 1 4 9 8293 1558 98 40 94.840141 THE
5 1 81 1 4 10 8437 1558 396 41 94.928368 PERFORMANCE
5 1 81 1 4 11 8876 1558 67 40 93.965271 OF
5 1 81 1 4 12 8982 1558 99 40 94.694328 THE
4 1 81 1 5 0 6486 1620 2493 41 -1
5 1 81 1 5 1 6486 1621 166 40 94.243431 WORK.
5 1 81 1 5 2 6696 1621 92 40 95.846977 ALL
5 1 81 1 5 3 6829 1621 150 40 96.509865 WORK
5 1 81 1 5 4 7025 1620 222 41 95.272491 CARRIED
5 1 81 1 5 5 7293 1621 102 40 95.195053 OUT
5 1 81 1 5 6 7437 1621 163 40 91.692619 SHALL
5 1 81 1 5 7 7643 1620 214 41 96.198860 COMPLY
5 1 81 1 5 8 7898 1621 117 40 94.971107 WITH
5 1 81 1 5 9 8059 1621 91 40 94.300423 ALL
5 1 81 1 5 10 8189 1620 320 41 96.240181 APPLICABLE
5 1 81 1 5 11 8555 1620 281 41 95.625824 MUNICIPAL
5 1 81 1 5 12 8875 1621 104 40 95.625824 AND
4 1 81 1 6 0 6486 1683 2534 47 -1
5 1 81 1 6 1 6486 1683 180 40 96.014061 UTILITY
5 1 81 1 6 2 6709 1683 256 41 95.618393 COMPANY
5 1 81 1 6 3 7007 1683 424 41 95.956131 SPECIFICATIONS
5 1 81 1 6 4 7473 1683 104 40 93.709305 AND
5 1 81 1 6 5 7625 1683 163 41 94.496597 LOCAL
5 1 81 1 6 6 7829 1683 425 41 95.958084 JURISDICTIONAL
5 1 81 1 6 7 8296 1683 192 47 95.429008 CODES,
5 1 81 1 6 8 8535 1683 339 41 96.389366 ORDINANCES
5 1 81 1 6 9 8916 1683 104 40 96.389366 AND
4 1 81 1 7 0 6486 1745 739 41 -1
5 1 81 1 7 1 6486 1745 320 41 94.490913 APPLICABLE
5 1 81 1 7 2 6852 1745 373 41 95.469902 REGULATIONS.
2 1 82 0 0 0 6485 1933 2508 103 -1
3 1 82 1 0 0 6485 1933 2508 103 -1
4 1 82 1 1 0 6486 1933 2507 41 -1
5 1 82 1 1 1 6486 1933 266 41 93.740768 DRAWINGS
5 1 82 1 1 2 6800 1933 259 40 96.143494 PROVIDED
5 1 82 1 1 3 7107 1933 136 40 95.309303 HERE
5 1 82 1 1 4 7284 1933 100 40 94.816055 ARE
5 1 82 1 1 5 7430 1933 101 40 96.816986 NOT
5 1 82 1 1 6 7570 1933 63 40 96.029015 TO
5 1 82 1 1 7 7679 1933 162 41 96.063728 SCALE
5 1 82 1 1 8 7882 1933 104 40 96.105118 AND
5 1 82 1 1 9 8029 1933 100 40 95.125496 ARE
5 1 82 1 1 10 8175 1933 254 40 93.860260 INTENDED
5 1 82 1 1 11 8471 1933 64 40 96.421364 TO
5 1 82 1 1 12 8580 1933 151 40 95.076973 SHOW
5 1 82 1 1 13 8774 1933 219 40 95.652893 OUTLINE
4 1 82 1 2 0 6485 1996 149 40 -1
5 1 82 1 2 1 6485 1996 149 40 96.419228 ONLY.
2 1 83 0 0 0 6485 2120 2662 166 -1
3 1 83 1 0 0 6485 2120 2662 166 -1
4 1 83 1 1 0 6486 2120 2661 48 -1
5 1 83 1 1 1 6486 2121 204 40 96.186768 UNLESS
5 1 83 1 1 2 6737 2121 169 40 96.308716 NOTED
5 1 83 1 1 3 6951 2121 314 47 94.491936 OTHERWISE,
5 1 83 1 1 4 7309 2121 99 40 95.487457 THE
5 1 83 1 1 5 7450 2121 150 40 96.277512 WORK
5 1 83 1 1 6 7646 2121 163 40 95.173241 SHALL
5 1 83 1 1 7 7854 2120 223 41 95.173241 INCLUDE
5 1 83 1 1 8 8123 2120 318 41 96.463524 FURNISHING
5 1 83 1 1 9 8489 2121 294 47 95.268532 MATERIALS,
5 1 83 1 1 10 8832 2121 315 47 96.402550 EQUIPMENT,
4 1 83 1 2 0 6486 2183 2588 41 -1
5 1 83 1 2 1 6486 2183 459 41 91.668457 APPURTENANCES
5 1 83 1 2 2 6987 2183 104 40 96.279617 AND
5 1 83 1 2 3 7139 2183 167 40 96.279617 LABOR
5 1 83 1 2 4 7354 2183 311 41 96.420685 NECESSARY
5 1 83 1 2 5 7704 2183 63 40 95.529053 TO
5 1 83 1 2 6 7812 2183 278 41 95.529053 COMPLETE
5 1 83 1 2 7 8130 2183 92 40 92.831642 ALL
5 1 83 1 2 8 8266 2183 390 40 95.352058 INSTALLATIONS
5 1 83 1 2 9 8698 2183 63 40 67.151390 AS
5 1 83 1 2 10 8809 2183 265 41 67.151390 INDICATED
4 1 83 1 3 0 6485 2245 540 41 -1
5 1 83 1 3 1 6485 2246 69 40 94.363106 ON
5 1 83 1 3 2 6598 2246 99 40 94.363106 THE
5 1 83 1 3 3 6743 2245 282 41 95.133377 DRAWINGS.
2 1 84 0 0 0 6485 2371 2671 173 -1
3 1 84 1 0 0 6485 2371 2671 173 -1
4 1 84 1 1 0 6486 2371 2652 47 -1
5 1 84 1 1 1 6486 2371 214 47 71.394524 KITTING
T.B.R. TO BE RESOLVED SEALED DOCUMENT
TYP TYPICAL oo + SINGLE—-POLE THERMAL—MAGNETIC
REQ REQUIRED CIRCUIT BREAKER
EGR EQUIPMENT GROUND RING
AWG AMERICAN WIRE GAUGE e¢ CHEMICAL GROUND ROD
MGB MASTER GROUND BAR
EG EQUIPMENT GROUND &) TEST WELL
BCW BARE COPPER WIRE
SIAD SMART INTEGRATED ACCESS DEVICE CH DISCONNECT SWITCH
GEN GENERATOR
IGR INTERIOR GROUND RING (HALO) ® METER
RBS RADIO BASE STATION
Cliff Abernathy, P.E.
EXOTHERMIC WELD (CADWELD) Professional Engineer License: #60113
” Crown Castle USA, Inc. Firm
(UNLESS OTHERWISE NOTED)
Registration #14842
@
MECHANICAL. CONNECTION IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
GROUNDING WIRE
TO ALTER THIS DOCUMENT.
SHEET NUMBER: REVISION:
(SN-1 B
(
ELECTRICAL INSTALLATION NOTES: an ELECTRICAL INSTALLATION NOTES (CONT.): GREENFIELD GROUNDING NOTES: (2 =—
GN— GN— ‘Mobile:
ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT 25. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, 2625 S PLAZA DR ST 400
SPECIFICATIONS, NEC AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL GALVANIZED OR EPOXY—COATED SHEET STEEL; SHALL MEET OR EXCEED UL 50 AND RATED LIGHTNING PROTECTION AND AC POWER GES’S) SHALL BE BONDED TOGETHER AT TEMPE, AZ 85282
CODES/ORDINANCES. NEMA 1 (OR BETTER) INDOORS OR NEMA 3R (OR BETTER) OUTDOORS. OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN TEL: (480) 638-2600 FAX: (480) 638-2852
ACCORDANCE WITH THE NEC.
CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO 24. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPOXY—COATED OR
THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. NON—CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-—POTENTAL RESISTANCE TO
(OR BETTER) INDOORS OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE
WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES
ni
REQUIREMENTS OF THE NEC. HILT] EROXY ANCHORS ARE REQUIRED BY CROWN CASTLE. 25. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS AS NEEDED TO ACHIEVE A TEST RESULT OF 5S OHMS OR LESS. is
2; AND RATED NEMA 1 (OR BETTER) INDOORS OR WEATHER PROTECTED (WP OR BETTER)
ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING
OUTDOORS. 2055 S STEARMAN DRIVE
REQUIRED BY THE NEC. AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF
CHANDLER, AZ 85225
26. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE
CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. TESTING RESULTS. a
CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS.
EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E., HOTS), GROUNDING AND 2/. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY
T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR-CODED INSULATION OR DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE
ELECTRICAL TAPE (3M BRAND, 1/2” PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, SAFEGUARD LIFE AND PROPERTY. DISCONTINUITY WITH #6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE
OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. CONDUIT CLAMPS.
28. INSTALL PLASTIC LABEL ON THE METER CENTER TO SHOW ”T—MOBILE”.
ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH PLASTIC TAPE PER METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND
COLOR SCHEDULE. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, 29. ALL CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN
PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND INSTALLED. ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE
BRANCH CIRCUIT ID NUMBERS (I.E. PANEL BOARD AND CIRCUIT ID’S). POWER CIRCUITS TO BIS EQUIPMENT.
T-MOBILE SITE NUMBER:
PANEL BOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND
SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG PH21005F
STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 AWG SOLID TINNED COPPER
ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE FOR OUTDOOR BIS.
SHARP EDGES. BU #: 800612
CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED
AZ LAKE PLEASANT CAC
10. POWER, CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE
NEC INSULATOR COLOR CODE
SINGLE CONDUCTOR (#14 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN—2, PERMITTED. 800612
CLASS B STRANDED COPPER CABLE RATED FOR 90° C (WET & DRY) OPERATION LISTED
OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED UNLESS OTHERWISE DESCRIPTION PHASE /CODE LETTER WIRE COLOR ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE
SPECIFIED. GROUND RING SHALL BE #2 AWG SOLID TINNED COPPER UNLESS OTHERWISE OVERLOOK RD
INDICATED.
LEG 1 BLACK PEORIA, AZ 85373
11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE 240/120 12
CONDUCTOR (#6 AWG OR LARGER), 600V, OIL RESISTANT THHN OR THWN-—2 GREEN LEG 2 RED ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED
FOR GROUNDING CONNECTIONS.
INSULATION CLASS B STRANDED COPPER CABLE RATED FOR 90° C (WET AND DRY) AC NEUTRAL N WHITE EXISTING 76'-0" MONOPOLE
OPERATION LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED
GROUND (EGC) G GREEN 10. USE OF 90° BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE
UNLESS OTHERWISE SPECIFIED.
AVOIDED WHEN 45° BENDS CAN BE ADEQUATELY SUPPORTED.
*RED—POLARIY MARK
VDC POS +
12. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE AT TERMINATION
11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW
MULTI-CONDUCTOR, TYPE TC CABLE (#14 AWG OR LARGER), 600 V, OIL RESISTANT *BLACK— POLARITY
GRADE.
THHN OR THWN—2, CLASS B STRANDED COPPER CABLE RATED FOR 90° C (WET AND VDC NEG _ MARK AT
DRY) OPERATION WITH OUTER JACKET LISTED OR LABELED FOR THE LOCATION USED TERMINATION
12, ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE
UNLESS OTHERWISE SPECIFIED.
FORMED USING HIGH PRESS CRIMPS.
13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP—STYLE, COMPRESSION PHASE A BLACK /
13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD
WIRE LUGS AND WIRE NUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRE 240V OR 208V, 32 PHASE B RED(ORG. IF HI LEG) CONNECTIONS.
NUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75° C (90° C IF ISSUED FOR: \
PHASE C BLUE elele|
AVAILABLE). 14, ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED
DATE | DRWN DESCRIPTION —[DES./QA
PHASE A BROWN TO THE BRIDGE AND THE TOWER GROUND BAR.
14, RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN 03/18/16 | CV PRELIMINARY KK
AB0V, 30 PHASE B ORANGE
ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. 15. APPROVED ANTIOXIDANT COATINGS (I.E. CONDUCTIVE GEL OR PASTE) SHALL BE 05/03/16 | BT PRELIMINARY CR
PHASE C YELLOW USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS.
15. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E. RIGID PVC * SEE NEC 210.5(C)(1) AND (2)
SCHEDULE 40 OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL 16, ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION
DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. RESISTANT MATERIAL.
NS NW
16. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT) OR RIGID A 17. MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES, FRAMES AND
> SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE
NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED
NEC,
INDOOR LOCATIONS.
17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL 18. BOND ALL METALLIC OBJECTS WITHIN 6 FT. OF MAIN GROUND WIRES WITH 1-#2
AWG TIN-PLATED COPPER GROUND CONDUCTOR. THIS DOCUMENT IS
ELBOWS/90s AND ALL APPROVED ABOVE GRADE PVC CONDUIT.
PRELIMINARY IN
19, GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION
18, LIQUID—TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID—TITE FLEX) SHALL BE USED
SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A_ RING NATURE AND IS NOTA
INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED.
AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS
FINAL, SIGNED AND
OR SLEEVES THROUGH WALLS OR FLOORS, WHEN IT IS REQUIRED TO BE HOUSED
19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-—TYPE AND
IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC SEALED DOCUMENT
APPROVED FOR THE LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE.
MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL
CONDUIT IS UNAVOIDABLE (E.G., NONMETALLIC CONDUIT PROHIBITED BY LOCAL
20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN
CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL
ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC.
CONDUIT.
21. WIREWAYS SHALL BE EPOXY—COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED
20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE
TO SWING OPEN DOWNWARDS; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED
#2 TINNED SOLID IN 3/4” LIQUID TIGHT CONDUIT FROM 24” BELOW GRADE TO
NEMA 1 (OR BETTER).
WITHIN 3” TO 6” OF CAD—WELD TERMINATION POINT. THE EXPOSED END OF THE
LIQUID TIGHT CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING
22. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON—PERFORATED
STRAPS AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE GROUND STANDARD DETAIL AS WELL).
Cliff Abernathy, P.E.
WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN
Professional Engineer License: #60113
CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES.
Crown Castle USA, Inc. Firm
CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT
Registration #14842
OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER.
PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT IT IS A VIOLATION OF LAW FOR ANY PERSON,
SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR
TO ALTER THIS DOCUMENT.
DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY
GALVANIZED MALLEABLE IRON BUSHIN ON INSIDE AND GALVANIZED MALLEABLE IRON
SHEET NUMBER: REVISION:
LOCKNUT ON OUTSIDE AND INSIDE.
(SN-2 B