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PLANNIN
BLAIR
PUBLIC WORKS 4300 MARKET POINTE DR,
BLOOMINGTON, MN 55435
FIRE DEPT - -
I 1� N O:
ENGINEERING
APPROVALS
2006 INTERNATIONAL BUILDING CODE OR LATEST EDITION !TW4g%MD ACCEPT THESE DOCUMENTS AND AUTHORIZE T H E 2008 NATIONAL £L£CTRIC CODE R
0 NSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS
TIA/£w -222 —F OR LATEST EDITION � � VAL A A SILT O F A I A , g q & , L OCAL BUILDIN DEPARTMENT AN MAY IMPECHANGFS OR 1095013 458
2000
SHALL NOT G CONSTRUED TO ( )
OF A VIOLATION OF TH PROVI I DAM
GENERAL NOTES L� ® C ®F t OVERLAND PARK, KawsAS 662210
THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, O OTHER O R ®I � � ATE Ew+PONS: DATE:
A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE
MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY 1 ION. AT &T SITE AQ; DATE-* PROJECT NO: 163311
SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO r ecet s DATE:
'v -' OCI:
SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH S e e , rte-- DRAWN BY: SAN
DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS
PROPOSED. NuA C5 — I(i c — 1 PROPERTY OWNER: DATE: CHECKED BY( DPL
SITE INFORMATION MUNICIPAL DATE;
PROPERTY OWNER: C ITY OF Ell AI NEBRASKA LOCATION MAPS
ADDRESS: 218 S 16TH STREET
I so DRAWING INDEX
MAR, NE SOON � e�►der I �.•�
TOM OWNER: x
SITE NAME: BwR r: 4 0 Ute I i SHEET NO. SHEET TITLE
SITE NUMBER: OMAHNE1037 k
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SITE CONTACT: ROD STORM T -1 TITLE SHEET
(402) 426 -4191 y ,
on / 0 C -1 SITE PLAN :.
SITE ADDRESS: COLLEGE DR. AND 32ND STREET .�.
BAR, NE 68008 0-2 SITE ELEVATION
C -2 ENLARGED SITE PLAN
02/17/11 ISSU® FOR COTISfRUG710N
COUNTY: WASHINGTON
1_ C -3 .•. x i tDUT11ap_ _
- West 0OIn [€"""' . _ _ _ . U. . , - G - C -4 FOUNDATION DETAILS
LATITUDE (NAD 83): 41,55332.791' N 1 ' LL` _ 1 � _ C, - ` T ADA_.MS ST, �j C -5 SHELTER ELEVATIONS REV DATE LION
7ekama f -_
i C -6 < SHELTER AND EQUIPMENT LAYOUT
LONGITUDE (NAD 83): 95 9 ' 37.47' W : _ .I r 1 0oxcibine - -r` 0-7 SITE DETAILS `�,111f111t1/j�
- 96.T6oaos oMAHNE1037 ` ®,
C-8 ANTTNNACONFIGURATIONS. (ALL SECTORS)
n, E.y �� Cjt/
GROUND ELEVATION: 1276.6' AMSL L• . - '.. 8LA1R �� I
4155132' N Logan C -9 RET/lJWTS CONFIGURATION
RAD CENTER: 50' AOL ! >; 98.160408' W )
.,;,- 1" • C -10 'COAX COLOR. CODING' i {}
r _m S-1 STAIR & PLATFORM DETAILS ® •
ZONING JURISDICTION: CITY OF GLAIR, NEBRASKA T 76 !' r °. OLL �GE DR 1 fit/
DANIEL IC
al ISSOurPValle ST AIR & PLATFORM DETAILS
}F S -2
ZONING DISTRICT ta. - LEBI.ANG
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PARCEL III. OW19187 C
orth send Tin one E -z E
'� MInT>Bn. 1 ELECTRICAL DET AILS . E -
OCCUPANCY GROUP: U w... .` re• '� • -". - - ;Zy - '.ELECTRICN_ ONE -IJNE DIAGRAM
'.OMAhINE1037 IW -..... E -3
CONSTRUCTION TYPE: V -N i - _ . _ �? BWR t� E -4 TELCQ INTERFACE SCHEMATIC �� �♦
41.55137 N �� G -1 GROUNDING PLAN
POWER COMPANY: WIA}W PUBLIC POWER DISTRICT YdY �� tfr
a r r " 96.16040>T W � ���'C O
(877) 536 -4131 Vall M1 i..
0-2 GROUNDING DET ,'��
= .. 0-3 GROUNDING DETAILS
TELEPHONE COMPANYt HUNTEL COMMUNICATIONS - t1TT1 iY0 . at.Ta - `
(i02) 426-6200 YUt A= -. - ; {• G -4 : : GROUNDING DETAILS
�, A IS A "OtATION OF UAW FOR ANY PERSOK
W,, hoO' , !}2 GN -1 GENERAL NOTES Ulf E ARE THE av PROJECT MANAGER: WILLIAM (HUNTER) sicKLEY I I "F,-
Bs1> 261 -190+ G 11 11 y Pap1111b1k: _ _�', . _ _� _. 3 GENE
-
�ICK LEYFIOOVERLAHDCONTRACTING.COM — 1 �' GN RAL NOTES
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TO ALTER 7M DOCUMENT
RF ENGINEER: RAJN PAREKH I I ON -4 GENERAL NOTES
(952 656 -9260 i' ; GN -5 GENERAL NOTES OMAHNEiO37�114877
RP45860AMCOM _:,_ . - shIand ._ � Gad ; _
� ' GN -B RF SICNACtL Ot:TaLS
CONSTRUCTION. MANAGER: ROB MACHEITA - Louisville p�tatt mo h . SS -1 s SURVEY (BY arms) COLLEGE DR. AND IR 32ND STREET
- (651) 291 -4897 , -z s su
! - ;
MacHETTAROOVERLANDCOyrw +�nNC.coM SURVEY (BY OTHERS)
BLAIR, NE 6800 8
IF USING 11 "X17" PLOT, DRAWINGS ;__. Weeping ate''- 275 _._ NSB - EtAWLAND
DO NOT SCALE DRAWINGS
WILL BE WALE SCALE No SCALE
SUBCONTRACTOR SHALL VERIFY ALL PLANS do DUSTING DIMENSIONS & CONDITIONS ON SHEET TITLE
CONTACT INFORMATION DRIVING DIRECTIONS '" J08 BEFOR PROCEEDING WITH THE WORK ORIBEERI WRITING OF FOR S AME DISCREPANCIES TITLE SHEET
ENGINEER: BLACK & VEATCH CORPORATION DIRECTIONS FROM 4300 MARKET POINTE DRIVE:
10950 GRANDVIEW DRIVE FROM JOHNSON AVENUE S, TURN LEFT ONTO' W 78TH STREET, TURN RIGHT ONTO CR 17. KEEP RIGHT ONTO 1 -494 RAMP, TAKE TO OBTAIN LOCATION OF PARTICIPANTS
UNDERGROUND FACILITIES SHEET NUMBER
OVERLAND PARK, KS 66210 EXIT 5B, KEEP RIGHT ONTO 1 -35W S RAMP, GO STRAIGHT ONTO 1 -35 S, GO STRAIGHT ONTO 1 -35 S MN /IA STATE BORDER, TAKE BEFORE YOU DIG
IN NEBRASKA, CALL DIGGER'S HOTLINE OF NEBRASKA
CONTACT DAVID LUTGEN EXIT 1238, KEEP RIGHT ONTO 1 -80 W RAMP, TAKE EXIT 27, KEEP RIGHT ONTO 1 -680 W RAMP, KEEP LEFT 1 -29 N RAMP, KEEP TOLL FREE:
1400331.6666
PHONE- (913) 458 -7549 RIGHT ON 1 -29 N RAMP, TAKE EXIT 75, KEEP RIGHT ONTO US 30 RAMP, KEEP LEFT ON US 30 RAMP, KEEP LEFT ONTO US 30,
EMAIL. LUTGEND®BV,OOM TURN RIGHT ONTO US 75, TURN LEFT ONTO WRIGHT STREET, KEEP RIGHT ONTO COLLEGE DRIVE, SITE IS ON THE RIGHT STATUTE REWIRES WN OF 2 M
SS DAYS NOTICE BEFORE YOU COCAVATE
THIS DRAWING IS NOT A SURVEY
THE PURPOSE OF THIS ONAWINO IS TO SHOW
HOW THE DEVELOPED SITE RELATES TO THE
I
at&t
PARENT PARCEL AND ADJACENT PROPERTIES. '
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4300 MARKET POINTE DR.
BLOOMINGTON, MN 55435
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_ 50 GRANDVIEW DRIVE
®� \`� / OVERLAND PARK, KANSAS 66210
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(913) 458 -2000
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PROJECT NO: 163311
Up DRAWN BY, SAN
CHECKED BY: DPL
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UT ,a UTILITY EASEMENT
OF �.. ,
EXISTING \••_..: , ' \ il:�EXISTING
PRNP ERN r ® � ® 114 WATER LINE ./ 7
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1 f WATER LINE IT IS A VIOIAION OF SAW FOR ANY POISON,
/ I SRmFSS 1HEY ARE AQ VNOER THE DIRECTION
EXISTING.. OF A U(T•kIS£D PROFT551p14. ENGINEER.
TO ALTER THIS DOCUMEM.
I SEWER LINE
PARKING LOT —J / ® PROPOSED AT &T
TOWER OMAHNE1057 ®114877
i BLAIR
1 w,� COLLEGE DR. AND 32ND STREET
T -- _ PLAN SEE BLAIR, NE 68008
SHEET c -2, NSB - RAWLAND
b
PROPOSED AT&T
I �;T
I SHEET TITLE
SITE PLAN
i
SHEET NUMBER
°1
SITE PLAN
SCALE- 1' - 30'
ACCESS & UTIUW EASEMENT
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4300 MARKET POINTE DR.
r
BLOOMINGTON, MN 55435
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�- - - ° --- =- -�i L TC
' 22' -4 11/ 16" 10950 GRANDVIEW DRIVE
OVERLAND PARK, KANSAS 66210
' (913) 458 -2000
Ex15TwC
2c• -6; 7• -4"
PROPOSED
MONOPOLE
;I PUMP STanON ` °\
MONOPOLE II I I
EXISTING MONOPOLE TO BE PROJECT ND: 163311
e I REMOVED AFTER CITY REMOVES
' AND RELOCATES ANTENNA TO
' + I THE PROPOSED MONOPOLE DRAWN BY: SAN
° CHECKED BY: DPL
n
EXISTING
TRANSFORMER
PR OSED
°— - --Z - -- � b LEASE
o 02/17/II IssuEO FOR coxsmvcraN
HVAC HVAC REV DATE oESCdPnpN
C-2 —
_ - *'
(3) PROPOSED t0' i o .°.
� I ° DANIEL. K.
Coax CONDUIT ®o• LEBLANC
PROPOSED 4' - E' —
CONCRETE SIDEWALK j
PROPOSED I ..6x6 W2.OxW2.0 WWF.
AT &T SHELTER i (BROOM FINISH) 3 CCf SMFER �..
1/4 PER FOOT SLOPE
EXISTING GRADE ® ® ® ® ®` II " ® + ®,
i
PROPOSED ( f \\ \ e c • \ f � .
ROPX3' -11' I / \\ \�` �o c qa f \f / It I5 A YOlAT10N OF LAW FOR ANY PERSON,
e ° t o P c P. _` °.B... B . o-° sP` \\ \\ \ \ UM.ESS THEY ME ALONG UNDER THE DIRECTION
OF A 110EN5ED PROFESSIONAL ENGNEER,
S STEEL PLATFORM TO ALTER THIS DOCUMENT...
WITH STAIRS
AND RANDRNC
PROPOSED I CRUSHED AGGREGATE OMAHNE1037_1 14877
c - CPS ANTENNA — ! (.
BLAIR
b i COLLEGE DR, AND 32ND STREET
a BLAIR, NE 68008
NSB - RAWLAND
e PROPOSED 1 i TYPICAL SIDEWALK SECTION
E_y H -FRAME ; NO SCALE SHEET TITLE
L- - - - ®- -- - - - -- --- - - - - -- --- - - - - -- - -I
4 -3 1/2' ENLARGED SITE PLAN
1 s' - ar
SHEET NUMBER
ENLARGED SITE PLAN
VALE: t/< I'-(f
i
I
PROPOSED ANTENNA AND COAXIAL CABLES REQUIREMENT (VERIFY WITH CURRENT RFDS)
TILT CENTERLINE COAXIAL CABLE SECTOR
ANTENNA SECTOR ANTENNA TYPE AZIMUTH ELEVATION
MECH. ELEC. QTY. LENGTH DIA.
At KATRHREIN 800 10765 K 1 0 D 50 2 88 1 51W COLOREp000ES M !I
A4 KATRHREIN 800 10765 K 1 0 D 50 2 88 1 5/8" RED
BI KATRHREIN 800 10765 K 110 0 0 50 2 88 1 5/8" BLUE 4300 MARKET POINTS DR.
B4 KATRHREIN 800 10765 K 110 0 D 50 2 88 1 5/8 BLUE BLOOMINGTON, MN 55435
PROPOSED 5' - LIGHTNING ROD CI KATRHREIN 800 10765 K 220. 0 0 50 2 88 1 5/8• GREEN
(CONTRACTOR TO FIELD VERIFY LENGTH) = C{ KATRHREIN 800 10755 K 220 0 0 50 2 86 1 5/8" GREEN
GENERAL NOTES
1. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUNDING KITS. FOLLOW
MANUFACTURER'S RECOMMENDATIONS.
A. GROUNDING AT THE ANTENNA LEVEL
" • 8: GROUNDING AT MID LEVEL. WHEN TOWERS WHICH ARE OVER 200. ADDITIONAL CABLE E. A . T.
GROUNDING REQUIRED.
C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL
0. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT,
E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT. 10950 GRANDVIEW DRIVE
ANTENNA PLATFORM DETAIL OVERLAND PARK. KANSAS 66210
2. ALL PROPOSED GROUNDING BAR GOWNLEADS ARE TO BE TERMINATED TO THE EXISflNG ADJACENT (913) 458 -2000
CL OF PROPOSED AT&T ANTENNAS
NO SCALE GROUNDING BAR DOWNLEADS A MINIMUM DISTANCE OF 4'-Q" BELOW GROUNDING BAR. TERMINATIONS MAY
O ELEVATION 50` BE EXOTHERMIC OR COMPRESSION.
3, THE SUB CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING THE ANTENNA AND THE COAX
CONFIGURATION, MAKE AND MODELS, PRIOR TO INSTALLATION.
PROJECT N0: 163311 �
4. ANTENNA CONTRACTOR SHALL A 13' -0" LOW PROFILE PLATFORM MOUNT WITH HANDRAIL TO BE
INSTALLED BY SUB-CONTRACTOR- DRAWN BYc SAN
S. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED. PER TOWER CHECKED BY; DPL
Al A4 MANUFACTURER'S SPECIFICATION & RECOMMENDATIONS.
CITY'S CONTRACTOR TO RELOCATE EXISTING AZIMUTH SECTOR A AZIMUTH 6. SUBCONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/OESIGN DRAWINGS FOR
DIRECTIONS
ANTENNAS TO THE PROPOSED MONOPOLE.. PROPOSED AT &T ON CAM DISTRIBUTION /ROUTING,
ANTENNA (TYP 6)
` COAXIAL ANTENNA CABLE NOTES
I. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS, PRIOR TO ORDERING
C4. B1 CABLE, SUBCONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY. THE
AZIMUTH AZIMUTH PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS:
� 220' i10'...
D 2 2. SUB CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL.
b N
I + 3. CONTRACTOR TO CONFIRM COAX COLOR COPING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM �
PROPOSED PLATFORM LABELING STANAARC NO -00027 REFER TO THE LATEST VERSION.
PROPOSED MONOPOLE. ANTENNA MOUNT
p {MONOPOLE FOUNDATION 4, ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 112" DU. LOF AND SHALL u 02 w
/17 /It IsEO FOR CONSTRUCTION
CL AND DESIGN BY OTHERS) NOT EXCEED 6'-0". REV DATE DESCRIMOB
5.. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER,
SECTOR C SECTOR B AT DISTANCES NOT TO EXCEED 4' -Q' OC,
6. CONTRACTOR MUST FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION �,f
AND GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EOUIPMENT. ® ® ®� ®; C! V14
ExISTHaG 7. WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE ®� f
'PUTAP STATIOIN COMPLETED IN STRICT ACCORDANCE.. WITH AT &T STANDARDS.
DANIEL K.
PROPOSED AT&T PROPOSED — LE ®L
EQUIPMENT SHELTER
CPS ANTENNA AzIMIJTH AZ
ANTENNA MOUNTING NOTES r w�
220' 11O' 1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA -222 ° w EX1
EXISTING STANDARDS OR APPLICABLE LOCAL CODES. I�
TRAIVSF OR, I/ER ANTENNA LAYOUT 2. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM Al23 'ZINC ♦ %'
(3) PROPOSED 10 NO SCALE (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS. UNLESS OTHERWISE NOTED. ® ®® QT CAP ® ® ®®
COAX CONDUIT 3, ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM
A153 'ZINC- COATING. (HOT -DIP) ON IRON AND STEEL HARDWARE, UNLESS OTHERWISE NOTED.
Q o Q o�o Q o
10
® X&5g o °50 � PROPOSED. 4, DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED B1' COLD GALVANIZING IN ACCORDANCE WITH ASTM rt IS A NpA OF UW.FOR
ANY PERSON,
A780. UNLESS THEY ARE ACTING UNDER THE DIRECTION
•• H -FRAME PROPOSED OF A UCENSED PROFESSIONAL ENGINEER,
1 o ICE BRIDGE 5, ALL ANTENNA MOUNTS SHAD, BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND SHALL BE TORQUED TO TO ALTER THIS DOCUMENT,'.
®. MANUFACTURER'S RECOMMENDATIONS, 11 ff •� o e f 5J8 COAX ROUTED E. ANTENNA SUBCONTRACTOR SHALL ENSURE ALL ANTENNA MOUNTING PIPES ARE
PLUMB AND LEVEL
e . ' 'o • {12) PROPOSED AT&T
6 ON 6 IN S I DE OMAHNEI037_114877
PROPOSED MONOPOLE 7. MULTI PORT ANTENNAS: TERMINATE UNUSED ANTENNA PORTS WITH CONNECTOR CAP. & WEATHERPROOF
p o THOROUGHLY, JUMPERS FROM THE TMA'S MUST TERMINATE TO OPPOSITE POLARIZATION'S IN EACH SECTOR. BLAIR
Ht , + (1) PROPOSED 3Ja 8. SUBCONTRACTOR SHALL RECORD THE SERIAL /, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED A7 COLLEGE DR. ANO 32ND STREET
ff /i / CONTROL CABLE THE ANT ENNAS AND PROVIDE THE DOCUMENTATION TO AT &T. BLAIR, NE 68008
\'\ / \ \f\ \!�,fy \ /•.� \f \+' \\ y � •..' :' - , , o R o
8. LINES I 2 TO HAVE TMA'S MOUNTED ON PIPE BELOW ANTENNAS AS CLOSE TO ANTENNA AS FEASIBLE NSB — RAWLAND
\\ f�\\ f�\\ f�' �\ f \ \ \� \�' \yf, \� \ \'� \ \f� \ \ / /f\ \\ff f\ \y /� \`✓\ \ \f/,\ \ \� \ \df \\ , . \ \f� \ \�'� \ \f�'` � \ \f` \ \� / \ \ff \ \ f'f \ \ . \�`1 ✓\
.•. \ \ •� � PREFERABLY IN A VERTICAL POSITION.
fff/ f ff / �% ` ` (1 f' /% : / /f /ff� •. / L
\ /f \ /f , \ \! \ \ \ \ f \\f / \ \ /f \ \ \ \� \ \.;:� \may \�� \�.�\ \�� / \ / \ \��\ f/ •\ \ / \ \�y \�` \ \� \ \e / y'\ / \ \�y\ \ \ \f / \*E \ \;`j /•� \�.
10•
GROUNDIN
SHALL INSTAL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND SHEET TITLE
, r\ y j fj\ r\ f \ i ` j�f \ \ % f \ \ \ %� \ •. • • , \\\\\ /%/' i�/ f` y /, �jl •\, \ % \ \ \ \' \ \ • • ' \ \ \` J \ \'.•f \ /� \ \\ 11. ANTENNAS T0. BE PRE
-SWEPT PRIOR TO INSTALLING ON TOWER, SITE ELEVATION
\ % % \ \ l \ N \ \ J\ \ r�\ \ % 1 / \ \�\% \ f\ \ \f \ \ \f \y\ \y\ \ y\ \\ \\ \ \ % \ \ \/� \ \ \ \✓\
ff, f/, f/, /. �f. ✓f, % ✓, ffrf, ,�f /, /l,�sl,� /.�f /,: /, /� �J, / �/ /f, f /.�l�f,{f /.Gf� fi f', /.�fl, COAX ROUTING DETAIL 12. ACTUATORS TO BE PRESET
PRIOR TO INSTALLING ON TOWER.
PROPOSED
PROPOSED FOUNDATION NO SCALE
Q SIDEWALK FOOTINGS . BOOM AZIMUTH TO BE FIELD ADJUSTED BY CONTRACTOR ACCORDING TO CURRENT RFDS.
SHEET NUMBER
PROPOSED
CONCRETE
SUPPO PAD - 3
SITE ELEVATION
NO SCALE
I
------------ ----.e______— __
O SEE SHEET 1 NOTES
I G -1 KEY NOTE I 1, SLAB TO BE LEVEL f 1/4 ".
2. ALL CONCRETE ON THIS DRAWING SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE
20' -d' STRENGTH OF 3000 PSI.
I 3, SLAB AND FOUNDATION DESIGNED ASSUMING ALLOWABLE SOIL BEARING PRESSURE a &t
j I OF 2500 PSF•
1 I 4. THE FILL CAN CONSIST OF EITHER GRANULAR MATERIAL OR LOW - PLASTICITY
I COHESIVE FILL WAVING A LIQUID LIMIT LESS THAN 45 AND A PLASTICITY INDEX
I
BETWEEN 10 AND 20; HOWEVER, NATIVE SOILS SIMILAR TO THOSE ON SITE WOULD
- - -- -- -- ----- •--- - - - ^ -- ------- ----- ---` ®� } BE PREFERABLE. BLOOMINGTON, ON. MN 55435
1 I S. ALL FILL AND BACKRLL SHOULD BE PLACED IN LIFTS NOT EXCEEDING 8 INCHES
1 I j
1 c - A I I IN UNCOMPACIEO THICKNESS.
1 ; I
8. THE CONTRACTOR SWUI. RENEW THE GEOTECHUC REPORT AND VERIFY SOIL
/4 BARS ®tit' OC
.BEARING CAPACITY PRIOR r0 BEGINNING CONSTRUCTION. ANY ISSUES OR
1 I I CONCERNS SHOULD BE BROUGHT TO THE ENGINEER'S ATTENTION BEFORE
PROCEEDING WITH WORK.'
I _______ __ _______ ______� I I 7, PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE..
I' r-- ----- ) I 1
B. THE SUB - CONTRACTOR SHALL DRILL (2) r WEEP HOLES (ABOVE GRADE).
L---------------------------------- J
10950 GRANDVIEW DRIVE
1
I 1 OVERLAND PARK, KANSAS 86210
(3) 10* DIAMETER
1 ; i i 2f 8 (913) 458 -2000
®4J V CONDUITS
i
I 1 HOLE;
------ - - - --� ; 4 REO'0
PROJECT N0: 163311
DRAW14 BY: SAN
E ; SEE NOTE 1 CHECKED BY: DPL
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SHELTER FQUNDATION PLAN
SCALE 1/r - I'-ar TIE DOWN PLATE
SCALE; 3"' - I'-Cr
0 02/17/11 1s5uIA FOR =CIRW"
REV . DATE DESCRIPTION
C1
®
CHAMFER (TYP)
FINISHES GRADE BUILDING WALL .d DANIEL K. n a.
04 BARS o taT' oc LEBLANC S
14 BARS O 18' OC ^ 3/4 FLAT WASHER & ®' E— yyy [[[ggg 9
`� LOCK WASHER o
rtr ®!®®
° ° d J/4 x2 1/T BOLT
-f0 WEEP HOLE \ \/ /\\ fj/\/\/ fj�fj / \ /f`/j /� \ /�`\ /�� / / / \ /fj \fj\ f /f \ \ /f� \ fj \ \ /f \ \ /f \�fj \ \ Jf \ •
.. �\% \% ��\ %i� \ %�� %�\ %l�\ % \ \ % \ %�\ % r, %� %� %� % \ \ %�� \ fi\ %\ •• -• • JS BARS ®�z' oG 71E oowN BRACKET y
FINISHED GLIDE � i,. �•• /•. /•• /•, R IS A VIOLATION of L TWIT un vF,zsw+.
• . d *T �:. UNLESS ToV ARE ACTING Ul10ER THE REC6011
PREPARED SUBG SOIL RADER ^ I + I� OF A L Tests D m
- (95% STANDARD PROCTOR) #5 BARS 0 1T OC N1
(SEE NOTE 4) J /4'x2 1/Y
LAYER OF AGGREGATE ° CONCRETE ANCHOR
6° °
e L GEO FAB � � s 1/2 Mies ° OMAHNE1037_114877
° BLAIR
COLLEGE DR. AND 32ND STREET
2 -a r MIN #w5 BARS o 0' OC Tape °° BLAIR, NE 68008
(TMP) (3) 1d DLAmErER coNouITs iT�) 114 R'Rs o IT OC T&S NSB RAWLAND
CORE - DRILLED AND SEALED TIE DOWN PLATE °
TNRU FOUNDATION WALL
p ! REINFORCEMENT STEEL SHALL • T 1 -0° SHEET TITLE
* NOT BE DAMAGE.
TIE DQWN PLATE FOUNDATION DETAILS
CONNECTION
10
SHEET NUMBER
(n P) SECTION 1
SCALE: 1 /7' - 1'-0
NO TE
1. ALL HATCH PORTS ARE SHIPPED WITH BLANK COVER PLATES. COAX HATCH PLATE IS SHIPPED LOOSE
WITH SHELTER AND INSTALLED BY GENERAL CONTRACTOR.
2. GROUND 9AR AND CANOPY ARE SHIPPED LOOSE WITH SHELTER AND INSTALLED LTY GENERAL
CONTRACTOR.
k �� %
3. SHELTER WILL HAVE STANDARD BROWN AGGREGATE DMIOR.
B D i
- - I
4300 MARKET POINTE DR.
BLOOMINGTON. MN 55435
Q
KU 5'-8 1/ti
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Par
1' -7 3 /aT
I
BLACK T
A/ UN 0000 0000 0000 10950 GRANDVIEW DRIVE
0000 0000 0000 OV ERLMD (913) 2ooa $6210
0000.
0000 0 0000 A/C UNIT 0000 A/d UNIT
HATCH 03
HATCH 12 HATCH #1 0 PROJECT No: 163311
b DRAWN BY: SAN
PROPOSED TEL ° CHECKED BY: DPL
PENETRATION
O 0
TELCO ENTRY
GFCI RECEPTACLE °
b
10
2d' -G
0 02/17/11 RASPED MR CONMUCIpH
REV DATE DESCIWTTIDN
ELEVATION A ELEVATION — @
No SCALE CL oe No SCALE ® ® ®``1111111111z
PROPOSED
® v® CtV ® ® ®r
Pogr
,YP DANIEL K.
LEBLANC
0000 /-A/C UNITS `
0000 ® ® ® ®i ®� O
0 00 200A FUSIBLE ® ® ®® r11fill ®®
SAFETY SWITCH
HATCH r4 R IS A Vam" OF LAW FOR ANf PUMN, .
UN
9 7/ ARE 1HE OIREL`IIQ4
200A MICRIH. 'b OF A t��£NpNFFA.'
GENERATOR
b INTERFACE PANEL
b
OMAHNE1037e114877
BLAIR
COLLEGE DR. AND 32ND STREET
GFCI RECEPTACLE BLAIR, NE 68008
GROUND CONDUCTOR
NSB — RAWLAND
ENTRIES (TYP B PLACES)
e ° o
SHEET TRUE
10
20' SHELTER ELEVATIONS
"
LE VATIQN C ELEVATION D SHEET NUMBER
NO SCALE NO SCALE
C - 5
i
NOTES
1. MAXIMUM DISTANCE OF G GAP SHALL EXIST BETWEEN ICE
BRIDGE AND ADJACENT STRUCTURE WHEN IN5TAUJNG THE
ICE MDGE
2. CONTRACTOR TO FIELD. VERIFY ALL DIMENSIONS.
- - 3. CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE AND - !.
LOCATION OF HEALTH, SAFETY AND ENVIRONMENTAL HEMS.
' anus KEY NOTES 4300 MARKET POINTE DR.
PORT 3 A 7ELCO BOARD BLOOMINGTON. MN 55435
B WALL MOUNTED DESK
AUTOMATIC TRANSFER SWITCH
® ® ....... ....,
C
D 200A FUSIBLE SAFETY SWITCH
®®
N (�
14 ` ( L'! 200A MICRIN INTERFACE PANEL
.: J . ,.:»....,..�. .:
,. ...........: `.: _:...
Q CABLE TRAY
E ........ ....... M q ........ O EYEWASH STATION
® — -- ®— O SPILL KR
-- - -- - - -- �I FIRST AID
10950 GRANDVIEW DRIVE i
O EXIT OVERLAND PARK. KANSAS
FIRE EXTINGUISHER 66210
E t a (913) %5 .2000
K
POWER COAX ENTRY PORT
Q N
PROJECT N0: 163311
b - DRAWN BY: SAN
CHECKED BY: DPL
p
0 42/17/11 445i1FD FOR CON5IRUMM
................. i...... ........ ... . ....... ..... ... ....... :: ....,i
2 1/2" 1 IjWIT? REY DATE OESCPomm
N
®rrr ® ® ® ® ®11d11161 ® / ® ®®
E ! !
....... .3 ..,.....
': .. DANIEL K.
CL LEBL.ANC
o
E - 1 9
d ® � r ®® lffllldar ® ®®
RACK ...:.;0
i IT IS A VIOLATION of LAW Fat ANY PUISO 6
MESS TN6Y ARE AC11NO UHOER THE OIRECTIOtI
! ....:.::..:..i OF A LIORtSED PROFESSIONfL f]tIXIkTA,
i m ALTER IM OOCLWNT.
O
OMAHNE1037— 14877
BL AIR
K COLLEGE DR. AND 32ND STREET
BLAIR, NE 68008
:;.... , :....:...........r. :. ,
.......0. ..:. NS8 — RA1htL.AND
SHEET TITLE
SHELTER AND
Q Q EQUIPMENT LAYOUT
EQUIPMENT LAYOUT SHEET NUMBER
SCALE Ve - 1, -0*
NOTES
1. AS REQUIRED. INSTALL PDU IN FIF RACK UNLESS (30 FOOT) DC CABLES
MINIMUM OF OR TO BUS —TEEa WILL NOT REACH, IN THIS CASE, MOVE PDU TO
270 IN ANY DIRECTION ALTERNATIVE LOCATION ON TELCO BOARD _
CPS COAX ENTRY SEAL 2. FIF CABINET FRAME SHALL BE GROUNDED TO INTERNAL SHELTER
(INSTALLED BY GROUNDING GRID. ALL DEVICES IN FIF SHALL BE GROUNDED TO RACK at &I
GENERAL CONTRACTOR) 12 + INDIVIDUALLY WITH A 10 AWG GROUNDING - CONDUCTOR, REMOVE PAINT
FROM UNDER LUG AS REQUIRED. REFER TO AT&T DOCUMENT ND- 00071,
MIN LATEST EDITION.
COAX CABLE 3. THE ELEVATION AND LOCATION OF THE CPS ANTENNA SHALL BE IN
0 0 0 0 o ACCORDANCE WITH THE FINAL RF REPORT. 4300 MARKET POINTS DR.
ALPHA O O O BLOOMINGTON, MN 55435
4. THE CPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD I
c e 1-1/4 DIAMETER, SCHEDULE 40. GALVANQED STEEL OR STAINLESS
STEEL PIPE THE PIPE MUST NOT BE THREADED AT THE ANTENNA
(/ BETA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH
O 0 0 (MINIMUM OF 16 INCHES) USING A WAND OR ROTARY PIPE CUTTER TO
0 o ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW SHAW_ NOT
GPS OBSTRUCTIONS MUST Q O O O GAMMA BE USED. THE CUT PIPE END SHALL BE REAMED AND SMOOTH EDGES IN
(SEE NOTES BE BELOW 15 ORDER TO SEAL AGAINST THE NEOPRENE CASKET ATTACHED TO THE
5 & 6) o o � ANTENNA MOUND
FUTURE. 5. IT IS CRITICAL THAT THE CPS ANTENNA IS MOUNTED SUCH THAT R IS
00 0 WITHIN 2 DEGREES OF VER ICAI. AND THE RASE OF THE ANTENNA IS
e e o e o WITHIN 2 DEGREES OF LEVEL C
q ,Fa 6. DO NOT SWEEP TEST CPS ANTENNA
C � 10950 GRANDVIt1V DRIVE
OVERLANA 13) PORK 8 -2000
KANSAS 66210
(9 4AS
GPS MINIMUM SKY VIEW REQUIREMENTS COAX ENTRY PANEL LAYOUT
NO SCALE
PROJECT NO: 163311
PDU (DC) CABLES TO DRAWN BY: SAN
BIAS —TEE SUPPLIED WITH CHECKED BY: DPL
PDU, INSTALLED BY
SUBCONTRACTOR
GROUNDING BUS (REAR)
MINIMUM SENDING RADIUS SHOULD BE LEFT BLANK...
SIZE VENDOR MODEL. MINIMUM BEND
FUSE PANEL
RADIUS SHOULD BE LEFT BLANK
7/8' COMSOOPE FAO. -780 ttl'
CPS ANTENNA
MRFS UCF76 -50J.A 17 PARAGON
O '02/17/11 MWID FOR OOIK =01
1 1J4 COMSCQPE FXL -780 15 TRUE P05IRION E911 LIAU REV MTE OESCPoPi10N
-� DOMSCOPE CR 1480 Ir JUMPER ;
IXIMSCOI+E FXL 1480 —i Er
INSTALLED COAX 70 SURGE DC POWER TO
BY AT &T ARRESTOR AT HATCH FUSE PANEL a12
I I �v� STEEL OR PLATE GROUNDING BAR WI ET ® ®® AL CI V! ® ® ® ®I
I I ALARM CAM 1E WITH (INSTALLED BY p1HFTtS) INSTALLED BY ® ®lv � I ®®
BLOCK
I I 1 518' COMSCOPE FXL -1873 20' SUBCONTRACTOR'
III RET CCU AND TERMINATED RET CCU
I COMSCOPE FXL 1873 11' BY SUBCONTRACTOR
4X4 T BACKER PLATE RFS LCF158 -5M 2G TO TELCO DSX PANED A LEBLANC d
ON INTERIOR WALT. OF DANIEL K.
SHELTER (TYP) SURGE a >,
ARRESTOR E-
1 1 1 SHELTER WALL 2 114' ANDREW LOF12 -50 24' BY. AT&T
RF5 LfCF214 -501A 2r (AS REQUIRED) JUMPER
ALARM 1/2" THRUSOLTS ON BLOCK ( C ( �AB p LE F � 68 BY AT&T
OF
BY
4 CENTERS (TYP) AWC �$ SUPPLED WITH PDU 1 @1!1
AND TERMINATED BY
I I SUBCONTRACTOR R R A VIOLATION OF LAW FOR ANY PERSON,
IINIJ;S4 THEY ARE Arnac TINDER THE DsRECtIOR
aF A tICMSED PROFfS51ONA1, f?MCIF�fR
TO ALTER THS DOO MERT.
OMAHNE1037_114877
TA A — oc PowER To pusE GLAIR
IL GPS' GROUNOING PANEL 112 THHN —z COLLEGE DR. AND 32ND STREET
SUPPLIED WITH PDU BLAIR, NE 68008
NO SCALE BUS._ INSTALLED BY
SUBCONTRACTOR NSB RAWLAND
SHEET TITLE
RACK SITE DETAILS
SHEET NUMBER
FIE CABINET LAYOUT
NO SCALE
I
i
I
i
I
a t &t
I
CONTRACTOR TO VERIFY THAT RF DATA 4300 MARKET POINTE DR.
BLOOMINGTON, MN 55435
SHEET IS CORRECT PRIOR TO CONSTRUCTION
BLACK & i
VEA
10950 GRANDVIEW DRIVE
OVERLAND PARK, KANSAS 66210
RF Configuration (913) 45 -2000
Dual Band 700/1900
GSMIUMTSILTE RXITX • 2 Dual hand Cross Pal with 4 Feedlines
Site Information L�pcatroa Ynfotnultios
REDS ,STATUS F", . tttde:' _. , -� . 1
PROJECT N0:
RET RET '
Sft8 KySIte Nam+3 MWket OW14NEt037181air>t,
NEW NEW
DRAWN BY
Sm
Latitude
Tadind . ' . OSMIUMTStLTEtIntum} :�: Address i1 Ef3E DR AND 32Nd STREET ' T CHECKED BY: OPL
Becntet Site ID' back of
_ m B rr . _ . ' .; ".... Antenite: ArPnna -
. ,.,,
ViewIsfroro '
Bechtel tC) Covrt : SEate,' antennas
� as ar;N ,68008 - Position f... Positkn 2
WR. ":,.�� f ... .,� _ : T ._ :; uT ontDesl n Information- -
�. !80
O GSM � 4900 UMTS=
RE'Enalneer.� W�AV.Parekh� , Bh ; NoktoUltraS4le'..., z _ , ".__ Outdoorflrrdoar Indoor..'
_: TOO LTB(Future)
Issue Date_ 8f2M20t0.,'.... ._ Sintcture hE (R)' S0 -_ '_ ,_ fracture - M
9114T2Of0` , Otsrait reFiel� 65 = - =
Gast e -
PSAP Names . , . _ ; AhiSl'}�� .,." - t?6 GSMit)00 188O2aVr7C:IDD.
E911 Pttatfe , . ". NuMWofTl
FSAP, Dale _ w.a , .. ,
requertcy uplink (R>q 1s951at01,Rtiz _
186�F4870 MH>
RP Comp St4dlo8 3 Prequenay awmiink (M - 7875?1890 M
a' ° uiraii Y , .• ". 19451650 MHz
R .,
00 FOR
PCS BAND: C.O +
o az/r7/ txxatauonar
ep0 1900SVTIh850E3 u
4.
's Tt4fh��,.rw REV g1rE bF"�PiION
1440, Bela _
Ant.( AaL2 AoL3
. ,lat,4
Antenna Tr X•Pore wNh RET XPole with RET 7P_& with RET Pole with RET %Pole with RET X- Polewith RET z
z
Anicana Aihaufscture Katherina Katharine - Katherine K ne KaIWne Katherine
- — - =-
Aq1qnnaT Dual Band %Oval Band Oval Bend Doal Band Duo! Bend Band
Antenna Model 800 10765 K 600 1 0765 K BDO 10765 K 80010765 K 80010765 K 900 10765 K �O
Antenna QdniJBdp 15.5 15.5 1 15.5 15.5
A th 1 1 110 110 2_ 22 .. ®r ®..� m— — — - .. —m .. .� r — i s� DANIEL K
'" ° .
®a.
Antenna Bcauidth 65 65 65 65 65 < 65 ! LEBLANC
RadCentcr(n) 50 5o 50 50 35 _.„ _a 5 0
ERPfdllnt? 98.78 58:76 58,76 58.76 66.76 58.76
ttcdeatitwl T�k p D _ 0 0 0 0 1 l O
LkcrriestTih 0 0 0 0 0 0 1 ; , ' Tin
lasdamf � _ 46 as 46 4 46 - 46 _ i pte Dlptexe} of of
LA P
fI uTCaDi 2 2 2- 2 2 2 1 a
Cbin1111 e6 BB e 88 Be ;._.. B Be
Cbl M fn 1518` 1518" f 519` 1518' 1 318" f 516"
Jri�_ 00 131' _ - 1 [ ro aura rests e�wrN
Atl(A f 2 _ 2 2 1 1 or a ucFSts En PROFS .
Powerware/TT15�08QP111001 P 1` BP111-001 P4werw%aam19_01)SPi11�001 1 1
ntai 4 4 a 1 1 OMAHNEI 037.- 114877
atp ttlakeK41ode1} Powenkateft`hAt007-DBPX9C-003 Powetvra�1CM1007•DBP)S _ MmIlwawCM1007.08P�
_ -. 1 BLAIR
tICPAf _ - 1 I COLLEGE DR. AND 32ND STREET
Rte Atak*&Modcl) K ; Katherine788O10000 Ka th edner8601000G 1_ I BLAIR, NE 68008
ASr(Yesr. \o) - _� 1 1 NSB - RAWLAND
CID rd
x nt v 2 .—.—� ;__ .> 2 2 • ( TxrRx RxD TxrRx Rx Tx /Rx RxD
n Ch O t_ - i 1 t 1 SHEET TITLE
- 1 GSM 1900 UNITS 1900 LTE 700 ! ANTENNA CONFIGURATIONS
i 1
Comments: Mall 6 Dual Band 0, 6S Degree Kathreln 800101765 K Antennas(2 per 6ectotjwith RET (Model mentioned above) with 6 Powerwaae1TT19-096P111.001 DMA's (2 Per
(future) (ALL SECTORS) 1
S-Ior) & 12 Powe WMW CMIOO7.DBP )SC)03 Dipiexers (4 Per Sector), Install GSM 8 UNITS Node B 1 ®� .. ^ — A 4 — .. — — — ., — —
®— ®— ®d SHEET NUMBER
RE DATA SHEET ANTENNAS CONNECTORS & CABLE CONFIGURATIONS (ALL SECT0RS)
NO SCALE
NO SCALE
.NOT
1. LIMIT OVERALL RIFT CABLE RUN TO LESS THAN 400 FT.
2. SUPPORT RET MSG COMM CABLE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
3. USE 6 AWG STRANDED COPPER THHN -2 GREEN INSULATED GROUNDING CONDUCTOR UNLESS OTHERWISE NOTED. CONNECT THE PCU
TO EXISTING TELCO RACK GROUNDING BAR: ut
4. ROUTE CIRCUITS IN CABLE TRAY OR EMT CONDUITS TO THE EXISTING +24= PDU OR -48VDC PCU PANELS: PROVIDE THE
APPROPRIATE SIZE OF OVERCURRENT PROTECTION AND FOLLOW THE TERMINATION PROCEDURES IN ACCORDANCE WITH THE
MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS,
S. TOWER MOUNT APPLICATION WILL DICTATE THE LENGTH OF CABLE TO BE USED, 4300 MARKET POINTE DR,
6. AISG CABLES PROVIDE CONTROL AND POWER TO ELECTRICAL DOWN TILT DRIVES ON THE ANTENNAS. BLOOMINGTON, MN 55435
7. THE CABLES ARE FACTORY ASSEMBLED WITH ONE MALE AND ONE FEMALE CONNECTOR ON EACH END. SUPPORT EVERY 18° USING
TIE WRAPS SUITABLE FOR OUTDOOR USE INSTALL DRIP LOOPS AT EVERY LOCATION WHERE WATER MAY ACCUMULATE.
B. NO TESTING OF THE CABLE IS REQUIRED.
9. SEE DETAIL ON SECTOR CONFIGURATION SHEETS FOR MSG BIAS -T PLACEMENT.
10. DURING INSTALLATION, RECORD THE FOLLOWING INFORMATION FOR USE DURING THE COMMISSIONING PHASE
R PMEN SER�I R SERIAL NUMBER ra
LOCATION (SECTOR IN WHICH THE ANTENNA WILL OPERATE)
11. ANTENNA CONFIGURATION IS SHOWN DKGRAIIMATICALL.Y ONLY AS A REPRESENTATION. L
12. IF A JUNCTION BOX WILL NOT BE USED AT THE TOP OF THE RET SYSTEM, R IS RECOMMENDED THAT AN ADDITIONAL LIGHTNING
PROTECTION UNIT BE INSTM AT THE TOWER TOP. 10950 GRANDVIEW DRIVE
OVERLAND PARK, KANSAS 66210
13 FOR RET CABLES 50 METERS OR LESS, THE AISG CABLE GROUNDING KR IS NOT REQUIRED AT THE SHELTER END.. (913) 458 -2000
14. USE THIS DRAWING FOR RET GROUNDING SPECIFICATIONS, SEE DRAWING G -1 FOR GENERA. REQUIREMENTS.
i
i
ALPHA SECTOR BETA SECTOR GAMMA SECTOR PROJECT NO: 163311
DRAWN BY: SAN
CHECKED BY: DPL
A - A -4 0-1 8-4 C-1 C -4 ANTENNA (TYP)
ANTENNA T, TWO PERO MATERIAL DESCRIPTION
. AN
TERMINATOR ITEM / REM DESCRIPTION
' 1 ... DUAL. BAND ANTENNA 0 02/17/11 =0 FOR OD ayffilem
11 1 METER TYPICAL RLV DATE DMMPTM
EACH ANTENNA
.. 2 DUAL BAND RET MOTOR
5 METER - 3 A 5 METER 3A 5 METER
7 38 RET CABLE 38 38 RET CABLE 38 3B RET CABLE 38 3A RET CABLE ® ® � ® {� {"alrt ®t ® ®®
SEE NOTE 12 3B RET CABLE ®1 ® C V14
10 METER METER
It RET CABLE 1 RET CABLE, 4 RET MOTOR
TERMINATION CAP
9 Isr RACK MOUNTED s DANIEL K.
5 PCU ( +24V DC) ( -48V DO) ° 9 - LEBLANC
RET CABLE JA NTENNA FROM +24V DC OR -48V DC SUPPLY TO MCU s
. COAX TO CONNECTION) PORT 1 -2 /Q 14 AWG RHH, RHW OR THHN -2 TYPE. DC 8RKR OR FUSE + _
GROUND ~
ANTENNA TO, IN RACK OR 2 -1 /C 14 AWO RHH, RHW OR 6 (MATCH EXISTING) �A Es
THHN-2 EACH IN CONCUR (R JJUN SOON �j `� OF
9A PRIMARY
UNIT O +2 OR B RET LIGHTNING PROTECTION UNIT ® ® ® ®® � IiU , r ®` ®®
-43V DC
( PCU N
1001) (SEE NOTE 4) 9 RET CABLE GROUNDING KR
R SA YAIA710N OF LAW FOR AHYPERSOfl,
INTERNAL MIDPOINT GROUNDING REQUIRED UH LICEN cnNo UNDER THE DF �1
9A WHEN RET CABLE RUN EXCEEDS TO AL1ER THIS DOCUMENT. SHELTER I� SHETEROR 5 200'
OUTDOOR
PLATFORM.
a OMAHNE1037_114877
BLAIR
COLLEGE DR. AND 32ND STREET
OR FRONT PORT BLAIR, NE 68008
PLATFORM RET SCHEMATIC DIAGRAM NSB -- RAWLAND
NO SCALE
SEE NOTE 1I SHEET 'TITLE
RET /UMTS CONFIGURATION
SHEET NUMBER
C - 9
NOTES
N 1. CABLE PORT DIAGRAM ONLY REQUIRED FOR SHELTER SITES.
2. SUBCONTRACTOR SHALL FILL OUT THE CABLE PORT DIAGRAM UPON COAX INSTALLATION. CABLE
.. PORT DIAGRAM WILL BE AFFIXED. TO THE INTERIOR SHELTER WALL NEAR. THE CABLE ENTRY PORT
To AID IN CABLE AND CORRESPONDING ANTENNA POSITION ON THE TOWER AT THE TIME OF RECORD ALLATIOON. LINE NE aut
Al
GAMMA, C. OR Z ALPHA A OR X EVE.
3. ONE COMPLETED COPY PLUS (2) TWO BLANK COPIES OF THE CHART SHOULD BE POSTED IN THE
RF CABLES RE CABLES SECTOR SHELTER IN A PROTECTIVE PLASTIC SLE
Cl THRU 010 Al THRU A10 ANTENNA 4. SWEEP TEST EACH JUMPER AND DOCUMENT THE TEST IN ACCORDANCE WITH THE PROJECT
AS REQ D AS REWD PROCEDURES, BLOOMINGTON, MN 55435
SECTION 5. USE THIS D RAWING FOR COAX CABLE GROUNDING SPECIFICATIONS, SEE DRAWING G -1 FOR
GENERAL. REQUIREMENTS.
Cl - 61 TOP JUMPER S. INSTALL DRIP LOOPS AT EVERY LOCATION WHERE WATER MAY ACCUMULATE
BETA, B, OR Y CABLE (TYP)
RF 811 THRUBD QOAX COLOR CODING & IDENTIFICATION NOTES
AS READ
1. SECTOR ORIENTATION /AZIMUTH WILL VARY FROM REGION TO REGION AND IS SITE SPECIFIC. REFER TO RF r.
E PO
ANTENNA SECTOR & /6 AWG COAX F FOR EACH SITE TO DETERMINE THE AITIETNNA LOCATION AND FUNCTION OF EACH TOWER SECTOR
CABLE DEFINITION GROUND KIT L
2, THE ANTENNA SYSTEM COAX SHALL BE LABELED MTIN VINYL TAPE EXCEPT IN LOCATIONS WHERE
NO SCALE ENVIRONMENTAL CONDITIONS CAUSE PHYSICAL DAMAGE. THEN PHYSICAL. TAGS ARE PREFERRED.
3, THE
STANDARD LS BASED ON EIGHT COLORED TAPES -RED, BLUE, GREEN, YELLOW, ORANGE, BROWN, 10950 GRANDVIEW DRIVE
SECTOR GROUND BAR TMA WHERE WHITE, AND VIOLET. THESE TAPES MUST BE 3/4' WIDE & LN RESISTANT SUCH AS SCOTCH 35 VINYL OVERLAND PARK, KANSAS 66210
® REO'D ELECTRICAL COLOR CODING TAPE AND SHOULD BE READILY AVAILABLE TO THE ELECTRICIAN OR (913) 458 -2000
SUBCONTRACTOR ON SITE.
At -1 4. USING COLOR BANDS ON THE CABLES, MARK AL RF CABLE BY SECTOR AND CABLE NUMBER AS SHOWN
TMA JUMPER ON 'CABLE MARKING COLOR COWANDON TABI.E ..
COLLECTION GAB D WHERE 5. WHEN AN EXISTING COAXIAL LINE THAT IS INTENDED TO BE A SHARED LINE BETWEEN GSM /3G AND PROJECT N0: 163311
GROU BAR
IS- 136/TDM4 IS ENCOUNTERED, THE SUBCONTRACTOR SHALL REMOVE THE EXISTING COLOR CODING
GROUND KR (TYP) SCHEME AND REPLACE R WITH THE COLOR CODING AND TAGGING STANDARD THAT IS OUTLINED IN THE DRAWN BY: SAN
GSM & UMTS LINE TAG CURRENT VERSION OF ND- 00027. IN THE ABSENCE OF AN EXISTING COLOR CODING AND TAGGING
NO SCALE SCHEME OR WHEN INSTALLING PROPOSED COAXAL CABLES, THIS GUIDELINE SHAT BE IMPLEMENTED AT CHECKED BY: DPL
THAT SITE REGARDLESS OF TECHNOLOGY.
2
6. ALL COLOR CODE TAPE SHALL BE 3M -35 AND SHALL BE INSTA USING A MINIMUM OF (3) THREE
AWN COAX WRAPS OF TAPE AND SHALL BE NEATLY TRIMMED AND SMOOTHED OUT $O AS TO AVOID UNRAVELING,
(R) 7. ALL COLOR BANDS INSTALLED AT THE TOP OF THE TOWER SHALL BE A MINIMUM OF S WIDE, AND
CABLE PORT DIAGRAM SHALL HAVE A MINIMUM OF 314 OF SPACE BETWEEN EACH COLOR.
CAUTION; HARMFUL RF ENERGY EXISTS, ON THESE LINES IF MAN COAX LINE IS
MORE THAI! 2D0' GROUND 8. ALL COLOR CODES SHALL BE INSTALLED SO AS TO ALIGN NEATLY WITH ONE ANOTHER FROM
SECTOR SECTOR SECTOR SECTOR AT THE MIDPOINT OF THE SLOE - TO- SIDE
ROUTE TO NEAR TOWER AND AS REO'D. BY 9. IF EvsnNO CABLES AT THE SITE ALREADY HAVE A COLOR CODING SCHEME AND THEY ARE NOT
CABLE— CABLE— CABLE— CAME CABLE HEIGHT— CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT GROUNDING BAR SCOPE INTENDED TO BE REUSED OR SHARED WITH THE
GSM TECHNOLOGY. THE EXISTING COLOR CODING
SCHEME SHAD. REMAIN UNTOUCHED.
RX
RX RX RX ROUTE To EXTERIOR ENTRY CABLE MARKING TAGS
Tx TX TX TX PORT GROUNDING BAR o oz/,v„ mum FDR
WHEN USING THE ALTERNATIVE LABELING METHOD, EACH RF CABLE SHALL BE REV DATE DMMFnON
IDENTIFIED WITH A METAL ID TAG MADE OF STAINLESS STEEL OR BRASS, THE TAG
Q SHAT BE 1 1/2' IN DIAMETER WITH 1/4' STAMPED LETTERS AND NUMBERS
INDICATING THE SECTOR, ANTENNA. POSITION, AND CABLE NUMBER. THE ID MARKING
OUTSIDE SHELTER LOCATIONS SHOULD BE AS PER 'CABLE MARKING LOCATIONS TABLE .THE TAG ® ® ®® I ®A
SECTOR SECTOR SECTOR SECTOR INSIDE SHELTER SHOULD BE ATTACHED WITH CORROSION PROOF WIRE AROUND THE CABLE AT THE ®® CJ
CABLE CABLE CABLE CABLE SAME LOCATION AS DEFINED ABOVE THE TAG SHOULD BE LABELED AS SHOWN ON
CABLE HEIGHT _ CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT ® 3 THE * GSM auD OMT5 LINE TIC-° DETAIL ®®
ROUTE TO INTERIOR ENTRY 7
PORT GROUNDING BAR o-
_ DANIEL K.
RX RX RX RX ®n. LEBLANC °
TX TX TX TX c SURGE ARRESTOR (TYP) m
(IF APPL ICAS E -1 9
ANOR
SECTOR SECTOR SECTOR SECTOR BI REQ'D ®! ® ®� ®® OF
CABLE CABLE CABLE CABLE ° ®ir ru11 1111 o� ®
CABLE HEIGHT CABLE HEIGHT_ CABLE HdGHT— CABLE HEIGHT — AL RF CABLE SHALL BE MARKED AS PER CABLE MARKING
4 BOTTOM JUMPER LOCATIONS T ABLE BE LOW: R S A YALATON OF LAW FOR ANY FFJtSW+,
CABLE RX RX RX RX ') CABLE MARKING LOCATIONS TABLE UNLESS THLY ARE ACING UNDIM TILE DXCTG M
CF A U00M FROFESSH NN: E7idNEFR,
TX TX TX TX NO LOCATIONS TD A.TLR THIS DOCOMTWL
5 O EACH TOP-JU
�� BE COLOR CODED WITH (1) SET
OF :f WIDE EACH MAIN COAX SHALL BE COLOR CODED WITH (1) SET OF OMAHNE1 037- 1 1 4877
SECTOR SECTOR SECTOR SECTOR O Y WIDE ENDS NEAR THE TOP- JUMPER CONNECTION AND BLAIR
CABLE CABLE CABLE CABLE BTS WITH (1) SET OF 314 WIDE COLOR BANDS JUST PRIOR TO
EQUIPMENT ENTERING THE STS OR TRANSMITTER BUILDING. COLLEGE DR. AND 32ND STREET
CABLE HEIGHT- CABLE HEIGHT- CABLE HEIGHT._.._ CABLE HEIGHT BLAIR, NE 68008
O3 CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER.
NSB — RAWLAND
RX RX RX RX ALL BOTTOM JUMPERS SHALL BE COLOR CODED WITH (1)
TX TX TX TX O4 SET OF 3/4' WIDE BANDS ON EACH END OF THE BOTTOM
JUMPER. SHEET TRLE
ALL BOTTOM JUMPERS SHALT. BE COLOR CODED WITH (1)
O SET OF 314 WIDE BANDS ON EACH END OF THE BOTTOM COAX COLOR CODING
JUMPER.
9AB F MA RKING LOCATIONS DIAGRAM SHEET NUMBER
NO SCALE
®1
TYP 2 4 TREA C") a TYP 2 _
PLCS PLCS
3
ajm&t
C1005.3
- -- - - - -- - -
s - - - L2x2x1 4 4300 MARKET POINTE DR.
BLOOMINGTON, MN 55435
2 " -e'
o l 3 /$10 A325 3T O 11 (TYP)
BOLTS (TYP) WP
TOP OF. STEEL 100
n ♦ BAR GRATING TREADS @ E4 1275' -t0 3/4 O A
v t (SRRATED SURFACE, 1 b
b EXTERIOR TREADS
DOWN OR , ® 1 . 10
i \ AS NOTED OTHERWISE) 1
T
� F ♦ � n i TYP 2 to n
v \ x 1 PLC$ S
to 10950 GRANDVIEW DRIVE
L4x4x1 /2 POST i i s-z FINISH CRAOE OVERLAN PARK, KANSAS 66210
(TYP 2 PLCS} i @ Er 1274' -0 i 3) 458 -2000
1 114 BAR 1
GRATING 1
OPP HAND _ ♦ FlNISH OR_ PLCS
L2x2x1 4 ®EL 1273 -0 PROJECT NO: 163311
- --
® ®. 7 TYP S DRAWN BY: SAN
Ci0xi5.3
CHECKED BY: DPL
I
EXISTING SHELTER
NOTE
1). T.O.S. ELEVATION AT 1275 - -10 3/
STAIR AND PLATFORM PLAN No scue STAIR STRINGER DETAIL scolE 2
0 oz/I>' /at asu[n FOR CWWWMW
C SHAPE REV WE. DES MPTIDN
TOP OF STEEL
:Y GUSSET P
1 114. C 1
TO OF STE 0 } ) 31 4° r A325 3 8' L W o,
T EL CIOX1513 /
@ EL 1275' -,0 3 4 . ",.. WP BOLTS (TYP) N i DANIEL K^
L3x3x3 /8 p n LEBLANC
n r 4 n 4 E—
TOO- All
STANDARD SIDES E ®� OF T
a g WP 3/4 0 A325 ♦ �� 5116 TYP L3x3x, /4 .2 �ds0l���
BOLTS (TYP) ♦�
Is 314r A325 HORIZONTAL BRACE UNLLW a "cnoN
BOLTS (TYP} NO SCALE OF A UCENSEO PMIFNa7
CONNECTION DETAIL IC At]FR TH6 DaCDUExt.
112 I \ ♦` L3x3x1 /4
314• 2 -3 /4'r A325 I x f 1 °(UNO) CL PLAT
PL 318 (tYP } MIN CLEAR ') j s s _ STAIR DIM ,. 1 4 OMAHNE1037_114877
_ BLAIR
a SIDES (TY'P) STAIR RAIL COLLEGE DR. AND 32ND STREET
= 31W PLATE POST I 2 1/2 MIN 1 1/T MIN BLAIR, NE 68008
WP TW a TYP NSB - RAWLAND
1 r� CL OSURE MI
FINISH GRAPE J+ PL 1/4 Typ
EL t 2 6 s - � - � x �� 5 L POST SHEET ME
La �.`-� * a 3 SIDES & `.
Ls�x31 ..3118 T� � PL 1l2 wTIH STAIR &PLATFORM
� DETAILS
11� HOLE
D SIZE FlNISH FLOOR TOC EL. i.
NOTE N HY 50 ADHESIVE 1 -3/4 Han HIT SHEET NUMBER
OMINAL
HY 150 0 ADHESIVE
1). CONNECTION TYPICAL. BOTH ENDS OF BRACE (8r EMBEDMENT (8" EMBEDMENT)
V —BRACE DETAIL No SCALE STRINGER POST CONNECTION
3 TYPICAL HORIZONTAL BRACE DETAIL Ho scaF 4 No scALE 6 No SCALE 7
..CONNECTION DETAILS .DETAILS
T1P
TOP GUARDRAIL
a t &t
TREAD RUN TREAD RUN
.. 13
4300 MARKET POINTE DR.
_F S BLOOMINGTON, MN 55435
GUARDRNL g. O...
(TYp)
HANDRAIL
(Typ)
TOP GUARDRAIL
POST (m) 1" (lYP POST (TI-)
1r (Iyp) ONE TREAD '' : rc
\` WIDTH , MIN
\ � BLACK & VEA i
\�\ TOP OF PLATFORM ® ® i / 10950 GRANDVIEW DRIVE
�\ INTERMEDIATE OR FINISH FLOOR L OVERIANp P KANSAS 66210
GUARDRAIL (TYP) \� {813) 458 -2000
` \` b TREAD WIDTH
PROJECT N0: 163311
\, DRAWN BY- SAN
N
CHECKED BY. DPI
Q � r
1 TREAD WIDTH SHALL ALWAYS BE GREATER THAN TREAD RUN BY 1/2 INCH MINIMUM.
2). FOR TREAD RUN AND RISE DIMENSIONS. SEE STAIR ELEVATION DETAILSTRFAD RUN
DIMENSION ON STAIR ELEVATION DETAILS SHALL BE INDICATED BY - r { 11 T O 11 - ).
TYPICAL STAIR RAIL DETAIL r+a SCALE $ TYPICAL STAIR TREAD DIMENSIONS DETAIL NO scat¢
0 oz/n /11 I=n MR COMMOTION
REV DATE U£SCRiP1ioN
G SLATIEO HOLE IN PL 1 314
4 1 2 5 1 x LONG WITH DIA TO MATCH
7W STAR STRINGER
57i SIZE FOR BOLT ® ® ®®®®0_`A,-,C I
>r NOSING BAR GRATING 'TREAD �sT: 15 19 FOR 7/8' BOLT) �(�"' _
a
s —u 46 r� ,.' - - -- — -- — DANIEL K.
'1
TYP
1 ' LEBLANC
l i PL S/B E— 9
STAIR DIM 1 _ &1L)4 / / / 7 1G'6 HOLES UP DIRECTION
STAIR FAIL POST I TYP GRATING UCa E (T>P OF STAR
NOSING i ----- -
a 1/2" FOR 6 if4' TREADS
4 1 >tx PE
r 1/4 & 8 1/r TREADS
,< Y �OR FOR 9 3/4 ' .11" x 12 TREADS STAIR RAIL POST n e5 A vx11A1wN of uw M RSON
NO SCALE 1'z ula ESS nlEr u tcrwtz uNOOe nIE C�tECIION
- - - - — mmm
L2x E1c/4 CONNECTION DETAIL OF A u T TH
—
3/16 TYP DES
3 1 fr 1 /r OMAHNE1037_ 114877
3 BLAIR
Wz 8O�TS MP) � COLLEGE DR. AND 32ND STREET
c8x17.5 BLAIR, NE 68008
NSB — RAWLAND
3/16 V 3-t2 TYP SHEET TIRE
ri TYP
PL 1/ c STAIR & PLATFORM
CONTINUOUS (TIP) DETAILS
TREAD
SHEET NUMBER
TYPICAL STAIR TOE PLATE DETAIL
HANDRAIL HANDRAIL � scaLE
STAIR CONNECTION DETAIL No scALI 1d TYPICAL STAIR TREAD DETAIL NO SCALE DETAILS NO SCALE 13 DETAILS 14
i
NOTE
1. THE CONDUIT ROUTING IS DIAGRAMMATICALLY SHOWN ON THE PLANS AND ARE ONLY
APPROXIMATIONS. THE EXACT LOCATION AND ROUTING SHALL BE FIELD VERIFIED.
2. ALL ELECTRICAL EQUIPMENT AND CONTROLLING DEVICES SIWl BE PROVIDED WITH
ENGRAVED LAMI0010 NAMEPLATES, INDICATING. THE CIRCUITS ORIGINATION AND ALL
'EQUIPMENT TERMINATIONS.. /
1
at&t
3 I 3. SUBCONTRACTOR SHALL PROVIDE ALL CONDUITS AND CIRCUITS AS REQUIRED FOR A
' COMPLETED SYSTEM AND SMALL BE IN COMPLVWCE WITH THE MANUFACTURER'S
I TO EXISTING TELCO I SPECIFICATIONS.
(CONTRACTOR TO VERIFY)
4. SUBCONTRACTOR SHALL PROVIDE STRAIN- RELIEF AND CABLE SUPPORTS FOR ALL 43pp MARKET POIMT: DR. �
TO EXISTING POWER I CABLE ASSEMBLIES, COAX CABLES. AND RET CONTROL CABLES. CABLE BLOOMINGTON, MN 55435
a STRAIN - RELIEFS, CABLE SUPPORTS SHALL BE APPROVED FOR THE PURPOSE.
(CONTRACTOR TO VERIFY) I INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND
RECOMMENDATIONS.
I
� ABBREVIATIONS
AC ALTERNATING CURRENT �
I ( I AIC AMPERAGE INTEIMP ION CAPACITY
AT$ AUTOMATIC TRANSFER SWITCH
�!
AWG AMERICAN WIRE GAUGE �+
8TC BARE TINNED COPPER CONDUCTOR !
J j { 10850 GRANDVIEW DRIVE
BA T BA YG OVERLAND PARK KAZN A 66210
1
' I COMA COMMON
DC DIRECT CURRENT
1 ' DIA DIAMETER PR N0 163311
DWG DRAWING DRAWN BY: SAN
f • + I I EC ELECTRICAL CONDUCTOR CHECKED T3Y: DPL
EWT ELECTRICAL METALLIC TUBING
1 + I FIF FACILITY INTERFACE FRAME
+ I GEN GENERATOR
CPS GLOBAL POSITIONING SYSTEM
1 GSM GLOBAL. SYSTEM FOR MOBILE
HWC HEAT/VENTILATION /AIR CONDITIONING
ICR INTERIOR GROUNDING RING (HALO)
MOB MASTER GROUNDING BAR
— — ° • a \ ([` 3 AKIN MINIMUM a 02/17/11 rim FOR CaSIOucnON
I. I M/W MICROWAVE RFV DATE DescRFnoN
J-_ __ 5 MIS MANUAL TRANSFER SWITCH
NEC NATICNAL ELECTRICAL CO DE C!® ®I
CO ON CENTER ®!� ®®
PP POLARIZING PRESERVING
PCU PRIMARY CONTROL UNIT y DANIEL IC: a
— I PDU PROTOCOL. DATA UNIT ® 0- LEBLANC
!4 i RECT RECTIFIER E 9 y
RET REMOTE ELECTRICAL TILT
1 RMC RIGID METALLIC CONDUIT
PROPOSED RRH REMOTE RADIO H EAD arP ®I ®! il t
' 11'- 5'x2D' -O' RRU REMOTE RADIO UNIT
AT &T SHELTER j
j. RWY RACEWAY UNLESS IT A TV N� AC Tr PERSON, HE
r j SIAD SMART INTEGRATED ACCESS DEVICE of A ��DmgtTx
TDMA TIME- OMSION MULTIPLE ACCESS
PROPOSED TELCO WITH (1) 50 PAIR 1
22 CADGE CONDUCTOR IN PROPOSED TMA TOWER MOUNT AMPLIFIER
a SCH 40 PVC CONDUIT, I 1 OMAHNE1037_114877
E -2 SUBCONTRACTOR TO COORDINATE I 1 TVSS TRANSIENT VOLTAGE SUPPRESSION SYSTEM BLAIR
CONNECTION WITH LOCAL TELEPHONE
COMPANY (FIELD VERIFY LOCATION) I TYP TYPICAL. COLLEGE DR. AND 32ND STREET
BLAIR, NE 68008
PROPOSED POWER IN PROPOSED
2 1/2' SCH 40 PVC CONDUIT, I I UGP UNDERGROUND POWER NSB - RAWLAND
I 1
SUBCONTRACTOR TO COORDINATE UGT' UNDERGROUND TELCO
E -z CONNECTION WITH LOCAL: UTILITY 1 pRpppSEp 1
COMPANY (FIELD VERIFY LOCATION) I H- FRAME. UMTS UNIVERSAL MOBILE TELECOMMUNICATION SYSTEM SHEET TITLE
i
ELECTRICAL PLAN
PROPOSED AT &T METER
IN PROPOSED METER SHEET NUMBER
RACK (SUBCONTRACTOR
ELECTRICAL PLAN SHALL. COORDINATE
SCALE: 1/4 - 1' -0' WITH UTILITY PROVIDER)
i
NOTE
1. ALL UNDERGROUND CONDUITS SHALL BE SCH 40 PVC. EXCEPT THAT ELDO'W'S AND RISERS SHALL BE RMC ALL
CONDUIT SPACING SCHEDULE UNDERGROUND ELBOWS SHALL BE SWEEPING DEWS- z'-O' MINIMUM SKALI BE REQUIRED
2. THE TELEPHONE SERVICE CABLES SHOULD BE INSTALLED IN wD METAL CONDUIT, (10' -O TEN FEET IN
CONDUIT #1 CONDUIT SEPARATION CONDUIT 12 LENGTH BEFORE ENTERING A SHELTER OR BUILDING PER AT &T STANDARD ND- 00071. aut
POWER 6 INCHES POWER 3. TWO ODNDUITS ARE SNDWN IN DJ3AIL1. ALTHOUGH MULTIPLE CONDUITS CAN BE PLACED 7N 1HE SAME TRENCH. _ ..
A MINIMUM SEPARATION IS REQUIRED PER THE LOCAL JURISDICT)ONS AND UTILITY COMPANIES. IN ALL OTHER
CASES, USE THE IL TO MAINTAINED MINIMUM SPACING BETWEEN THE EXTERIOR WALL
L .. TO EXTERIOR WALL SEPARATION OF CONOUfTS.. .
POWER 12 INCHES COMMUNICATIONS Lc
COMROL C 4. SUBCONTRACTOR SHALL RESTORE THE TRENCH TO NS ORIGINAL CONDITIONS BY FmIER SEEDING OR SODDING 4300 MARKET POINTE DR.
TELC , GRASS AREAS, OR REPLACING ASPHALT OR CONCRETE AREAS TO ITS ORIGINA CROSS SECTION.
B1,pOLAINGTON, MN 55435
COMMUNICATIONS & 6 INCHES COMMUNICATIONS &
i
SEE NOTE 4
#3 TIES O 1er
SPACED a
BLACK & WARM
/\ -SLOPE TO SUIT SOIL
\\ \ QONOTTION IN ACCORDANCE
WITH LOCAL REGULATIONS H- -FRAME FOOTING 10950 GRANDVIEW DRIVE
- OVERLAN PARK: KANSAS 66210
b o' y / \/ BACKFILL PER Site WORK SECTION 1 1L - CONCRETE 913) 458°-2000
N x b / \/ \/ SPE (SEE NO SCALE W -If PIER (TYP)
GENERAL B-LINE B22 12 CA
UTILITY WWARNING UMSTRUT 6 -D" LONG i
SAND BEDDING PER SITE .. METER CENTER 3 PIPE (TYP) PROJECT N0: 163311
WORK SPECIFICATIONS
W /1 /2"i U -BOLTS
TYPICAL POWER AND TELCO UNISTRUT -0" LA�STEEI.
DRAWN BY: SAN
12 CONDUITS SCH 40 SEE
(MIN) CONDUIT SPACING SCHEDULE HOFFAUW BOX CHECKED BY: DPL
(SEE NOTE 3) j L3x3x1 /4 BELOW
DETAIL A
TYPICAL UTILITY TRENCH NO SCALE
SCALE VIEW
NO SCALE 314 TREATED
BACKER BOARD
3Gxw MOM" MULTI -METER
TELCO CABINET 06 BIOCK PANEL
PROPOSED
E LE EDIT
FIBER-OPTIC ROPOSED METER
EQUIPMENT El (3 FUTURE)
(REQUIRED IF FIBE]t.. NIU
ON SITE) ^ 02/17/11 CO 6 SCH 40 =1W= 0Mcal+sTlmcROl
TINNED COPPER V GAL.V PIPE (TYP) REV DATE DESCRIPTION
GROUND STRIP -
1/ ` 11, ®� ®1ti`llll ®r®
BY SHELTER PULL STRING " I - � UNISTRvT ® ®` ®_ `� C i I V/ ® `I®
PROPOSED MANUFACTURER C4NiR CIWt � mp) ®®®®® �(] l
EQUIPMENT AS NOTED 3/4 PVC I =� O
SHELTER I , DANIEL K.^ A
PROPOSED Il U
METER C ENTER �I •: a` LEBLANC
1 0006 - 1 PROPOSED +.
o 0000 PROPOSED TELCO RACK CENTER AT &T METER - -- ° E 9 aw
r3 C3 0000 ,I- Pvo ®
Q
2 1 /T PVC
20OA FUSIBLE
SAFETY SWITCH " 4 MIN D SCH 40 CONDUIT FROM I$jllli6l ®���
C] O (BY SHELTER. M PIED. TO BLIP TERMINAL (STUB Z
C3 C3 MANUFACTURER) ABOVE GRADE; 20OLS TEST c CALIBRATED STRING SHALL
200A MICRIN GENERATOR IT IS A THEY ARE OF LAW FOR ANY PE7�01T.
INTERFACE PANEL :. BE PROVIDED WITHIN CONDUIT, UNLESS TF ASE A PRCF UNDER THE DHECBON
INTERFACE
SHELTER OF A LICEN PROFTD CUM E NMEER
14 4 CONCRETE TO ALTER THIS DOCUMENT.
MANUFACTURER) I - 1 II j j 1 I1 1 I -1 FOUNDATION
TO TRANSFORMER 4MAHNE1037_114877
I I 1�� I II I II �5 BLAIR
FINISHED GRADE TO SERVING 1 r[/ L 1I 1 I I I f I lO EQU
L MPOP (PEI.) f' I I' ; 1 ; I 1 1I `.� I I 1 — COLLEGE DR. AND 32ND STREET
f P� _ ► 1 I I II l , TO EQUIPMENT
__ -- -___- ' a I I I • r 7 'i CONDUIT BLAIR, NE 68008
I - __ _-
- - - - - - -- I I -° -
T` SPA(tDEO I I I 1 I ( � 1 �-- _-- ______�_ I G I + TO LOAD CON D U IT
R NSB - RAWLAND
4 CONDUIT 90 _ -- - _ / I I : I -
-----
SWEEPING BEND (TYP)��� ---- - -- ° -- -- - -- - -- ---� ' I 1 ,I I I I
PROPOSED POWER IN PROPOSED 2 1/7 H I T I , h .I SHEET T SCH 40. PVC CONDUIT, SUBCONTRACTOR 2 1/2 CONDUIT 90' TO COORDINATE CONNECTION
WITH LOCAL `' y,_ ELECTRICAL
SWEEPING BEND (TYP) UTILITY COMPANY (FIELD VERIFY LOCATION) GROUND ROD
NOTE h
PROPOSED TELCO WITH (1) 50 PAIR 22
DRAWING M. SHOWN DIAGRAMMATICALLY AND IS NOT INTENDED GAUGE CONDUCTOR IN PROPOSED 4' SCH 40 #2 TINNED
FOR USE AS A DETAIL PVC CONDUIT. SUBCONTRACTOR 70 COPPER SHEET NUMBER
COORDINATE CONNECTION WITH LOCAL
TELEPHONE COMPANY (FIELD VERIFY LOCATION) DETAIL
H -FRAME DETAIL
POWER RISER QIAGRAM NO SCALE
NO SCALE
at&t
N OTES
1: THE SCOPE OF WORK SHALL DICTATE THE EQUIPMENT T0. BE INSTALLED.
EQUIPMENT SHAM BE EQUAL TO OR BETTER THAN REFERRED VENDDRS.
FROM SOURCE 120 /2IOVAC. 4300 MARKET POINT$ DR.
1 PHASE, 3W BLOOMINGTON. MN 55435
,
CIRCUIT SCHEDULE
NO FROM FROM FROM
A 200A
M O POWER SOURCE METER CENTER BY OTHERS 1r
8 FUTURE -----METER CENTER ti
'.I o SEE NOTE 1 O METER A FUSIBLE DISCONNECT (2 f8 0, (1) 2/0. 7'01) TRANSFER SWITCH BY SHELTER BLACK & FUTURE O
FUSIBLE DISCONNECT LOAD CENTER MANUFACTURER - TC
D FUTURE MIGBN GENERATOR TRANSFER SWITCH BY SHELTER
M e O INTERFACE PANEL & LOAD CENTER MANUFACTURER OVERLAND LAND P ARK. K A. KAN DRIVE 66210
N TRANSFER SWITCH & ARGUS POWER PLANT (6) 010, (1) /10 AWG (913 458 -2000
Q LOAD CENTER RECTIFIERS fl, 2, 3 CND. 3/4-C
EXISTING G (a`1 TRANSFER SWITCH & A I C #1 .... (2) fS. (1) /10 AWG.
GROUNDING LOAD CENTER GND, 1
RING
TRANSFER SWITCH & ARGUS POWER PLANT (B) 010. (1)/10 AWC PROJECT NO: 163311
2 Q LOAD CENTER RECTIFIERS 14, 5. 6 CND, 3/40
O TRANSFER SNITCH & A/C /2 STAND -BY (2) J8, (1) #10 AWC DRAWN BY: SAN
LOAD CENTER GND, 1"G CHECKED BY: DPL
O 9 TRANSFER SWITCH & ARGUS POWER PLANT (4) 010. (1) /10 AWG
LOAD CENTER RECTIFIERS /7.8 GND. 3 /dC
200A FUSIBLE SAFETY
(2) SNITCH 1 PHASE TRANSFER SWITCH & (3) 112, (1) 012 AWG
(TTY SHELTER MANUFACTURER)
N 100A ,D LOAD CENTER POWER FAILURE GNO. 1 /2
O
TRANSFER CENTER &.. LI GHTS (2) 1 .1 2 2 ,( 1 11 AWG
LOAD 3 TRANSFER SWITCH & (2) 112. (1) 112 AWG
EbSTiNG 12 LOAD CENTER GFCI RECEPTACLE M. 1/2"C
GROUNDING
RING 4 13 TRANSFER SWITCH & EMERGENCY LIGHTS & (2) /12. (1) 112 AWG
LOAD CENTER SMOKE DETECTOR GND, . 1/2%
GENEERATOR INTERFACE PANEL 14 TRANSFER SWITCH do SURGE ARRESTOR (2) f6. (1) /e, (1) 1 10
(BY SHELTER MANUFACTURER) LOAD CENTER AWG
0 02/17/11. LSStiM FOR OONS1fiMM
REV DATE ' DESCRIPTION
.. & L TRANSFER CENTER
SNITCH
k LOAD CENTER
(BY SHELTER MANUFACTURER)
Da NOT u CIRC.URS SHOWN ®, ®�r�1111Iff / ® ®®
® ® ®o ®�p1 c
5
ARCUS Ac 01 ` c�®
ARGUS DANIEL K.
7 Ac f A a L
..
ARGUS a E - 1 9
7 I EcEPrnc ZA
7 LIGHTS ®erlrllltt® ®r
IT IS A VKHAAT10N OF LAW FOR ANY POWN..
UNLESS THEY ARE ACTING UNOFR THE DIRECTION
OF A LICENSED PROFESSMAL E)MOMPI,
TO ALIFR THIS DOOMENT.
TO GROUNDING
RING
OMAHNE1037_ 11,4877
BLAI R
SINGLE PHASE COLLEGE DR. AND 32ND STREET
ELECTRICAL ONE - LINE DIAGRAM BLAIR. NE 68000
NO SCALE NSB- RAWLAND
SHEET TITLE
ELECTRICAL ONE -LINE
DIAGRAM
SHEET NUMBER
NOT 5
I,
1. TVSS WILL BE PRE - INSTALLED ON THE TELCO BOARD W SHELTER. USE APPROPRIATE STAINLESS
BRIDGING CUPS 3/4" MIN STEEL BOLTS WITH FLAT WASHERS AND A LOCK WASHER ON THE NUT SIOF_
(SEE NOTE 7)'iTE-1
(SEE NOTE 3, 4,6, & 7 7) 2. ATTACH RING TERMINAL FROM SUPPLED GROUNDING CONDUCTOR TO TVSS GROUNDING STUD
WASHER AND NUT. REFER TO MANUFACTURERS INSTRUCTIONS.
FlF RACK SECURELY EASIER WITH SUPPLIED AS
r ---- - - - - -- ® E._wo®sm ®_r FOR PROPER PERFORMANCE. THE GROUNDING CONDUCTOR LENGTH SHOULD BE UNITED WITH NO
USX ' WHT /BLUE® - j-- WHT /eLU SHARP BENDS ON COILS.
I I BLU/WHT { P 1 4 BLUjWHT 3. TELCO CABLE TO H-FRAME TO BE CAT 5, 50 PAIR ISTP, 22 SOLID CONDUCTOR.
WR.T�BwJ T I WHT /ORG ' WHT /ORG ..(SEE NOTES 4. CONTRACTOR TO LAND CONNECTION AT NIU (CAT 5 OUTDOOR RATED).
' TX (OUT) I ORG/WHr I ;-FS 1- O RG/WHT B, 9. & 10) 4300 MARKET POINTE DR.
BLU /WHT 4 R I I I 1 5. AC DATA SYSTEMS MODEL TJIOJOB SURGE SUPPRESSER.
I BLOOMINGTON, MN 55435
! It i 1 i 6. KEEP TWIST IN PAIR 1/2" TO OIN CONNECTION.
/ORG--A T 7. INSTALL BRIDGING CUPS ON 68 BLOCK.
RX (IN) 1 I I ( SHIELDED OUTDOOR
ORG/BW- 1 R
8. 1 1/Y LENGTH HEAT SHRINK OVER BOTH ENDS OF CABLE.
NOTC 9)
I 1 1 I 8, CONDOMEX 171P 4 PR 24 AWG TYPE CMR (UL) C (UL) CMG E °107389 VERIFIED (UL) CAT 5 OR
1 WHTjGRN -t-- L-1-1 I ETL VERIFIED TO TIA/ETA-568 -8.2 CAT 5. 22 GAUGE. r�
L - ---- ° - - _� ® -J
M/WHT — t - p 1 10, LEAVE 10' SERVICE LOOP AT BOTH ENDS OF CABLE
WHT /BRN —r'— t- 1� 1 11. SERVICE Loop TO BE SECURED TO BACKBOARD OF HOFF" BOX USING PLASTIC "C CUPS.
T1 � BLACK T
--�- T 1
TELCO BOARD , L ----------- L -_ -- -- _J
SOLD DRAIN r — — — — — — — — --- °-
°- ° - - -- I .68_9L4GK CONDUCTOR � 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210
SIDE
1 1 (SEE NOTE 8) TELCO BOARD IN BOTTO 8B I I {913} 458 -2000
BRNjWIiT
1. BLOCK RJ -45 PLUG
'
I GROUN ND I N G SUI LEA IT TO I CUP
BE I 1 PVC PLASTIC TUBING
PROJECT NO: 163311
1 FUTURE 1 (1 /iG /.OW ID) I R•J -45 PLUG DETAIL
CAT 5 CABLE, 22 TO TELCO DEMARC ` ® ®_ ® NO SCALE ° _ ° ® J DRAWN BYS
SAN
I GAUGE OR LARGER — ° — — ® ° — ° — — — — — — CHECKED BY' DPL
° ° - -�® � 9ywalHC
1 GND I I 1 DOOR OPEN W/BL. 52 C HKX4 WATER I
L----- -- - - -
3 4 NC TEW ON SITE W/0 S41C HIGH HummRY I
5 NO
C I
LECF APPLICABLE) X I EMUIG7:WY CALL 0/tW BS NO Ot]1YDR —
-:) ° —_ - -- ° I : SR/W57NC
TELCO BOARD _ -, r- — -- - ° — -- — .-. 7 NC POSTIM RtFORTINC - TL ON W/BR C PCU FAIL MAJOR
I -- 1155 2 AN 1 2 $UTDOOR RATED FACTORY INSTALLED ) ( 8 C S/W 59 NO
RJ45 CONNECTOR s HC TWR LIGHT BEACON FAIL v W/s C PuI tX>M/ FAIL MAJOR
PANS POSSI
I t U I (SHIELDING IS NOT GROUNDED) hu I I : 10 C gl/R 87 NO 1 11 FTC TWR LIGHT STROBE FAIT, v R/BL 82 C WON
VOLTAGE
..
I I I i
f .... ~ ~ -� wHr 13 Nc R/0 83 HG FIF F cOHSIRUCI
UG AMU I 0 04/17/11 8 FOR W
eLU
1 FUTURE 7 POs 1 WHT /BLU TX (OUT) I I t4 C 1 LIGHT SIDE LIGHe FAIL • O/R - C I REY w1E DESCRIPTION
1 POS 2 BLU/WHT 18 NC O/R 65 WDROOM lO% I
WHT 1 I ` P PO OS S S WHT/ORR FIX (IN) I i W/B 17 NO txrt PHOto CFU fAA t" NC 67 NO HrDRoom 3oz
B/W FIRE sYSTeLf M
s/R NO I ' %*0 ®1ilC I
POS B I I W 0 1ZOC FWTE SUPP ION Dtsc27ARCE tT/S 700 I ® ®� ®` ®' ®�
1 GNO 1 8L/0K 71 NO
L -"--- 2zz eKJel 72 C MnY oR. 1 I ! I� d
HEAT/SMOKE Gt:TEcroR
W /BR 23 NO L0 M/W MINOR 1 I ^ DANIEL K.
LAND AT NN TOP MEW I I HIGH Tw BK/0 74 C
(SEE NOTES 4 & 5) (PINOUT VAIN CUP FACING DOWNWARD) I7R/W 24 C ®0. LEBLANC •°
W/S 26 NO COMM 1 YtR FM C/8K 75 HC Mny MAK1R 2 ( E—
7ELC0 BOARD (— — �- -.-_ — — ° — ° — ° .--. J I S/W 28 C BK/C 7a c
- -- - -'-° : 0/0 27 HC PP FUSE AttRµ W 8 0. M/w MOM I O
1 I I U a0 0 S /flK 74
BD Ic M/W MAJOR a
ORG/WHT -' 4 4 r — - ORO/WHT 1 : R/G 31 No PP mm : 81 NC : M/W MR10R 3
WHT /ORG� 3 3 1— — - WHT /ORG j �\ a/R 32 c O/Y 0 NC z
33 NC M/R M&IOR 4 I R IS A VIOLATION OF LAW MR ANY PERSON,
PP BATT D>SCEI (LOW VOLTAGE) MINALAUO HEAT SHRINK OVER
IT ARE UNDER IRE DIRECTOR
TER I BR/t1 34 C< On NC I OF A UCOm I PftOFESMON�L 0401HEM
BLU 2 2 h-° °8LU/WHT t : It/S 38 NC: M/W MINOR 4 TO ALTER THIS DOO ME77L
j 'R I / CONDUCTORS, I 4er/ REGT CROK'Al : Y/a 88 C I
WHT/BLU.J 1 1 1-- ® —WHT /BLU 1 / AND TERMINAL CRIMP : S/R 38 C BR 87 NC:
1 ___ 1 I BL/8 37 NC /Y >.
O O ) B/89/91. 36 r 46V FM LOW IMF, IMF, Y/BR 8B C
NO 48V RcLT MM MAJOR sn 51rtfCH 89 No I OMAHNEI03 R 114877
L --- __ c CAT 5 CABLE. 24 I /W Y/S ib C
I GAUGE OR LARGER I W/B 41 NO 48Y MU NAM " 91 NO C EHEPATQR HIM I COLLEGE DR. AND 32ND STREET
i O o HEAT SHRINK ( I B /W 42 a V OL 92 C BLAIR, NE 68008
WHT /GRN. GRN/WHT, WHT /BRN, & I : 4300 4/Y 83 NC 0DIERATOR FAIL I
O I I FAIL
B
TMA FAIL Y/0 w C I NSB - RAWLAND
--� - -� i O O ��IN� CONDUCTORS UNDER ONE I I 44 CE
I 48 NO WAG LOCKOUT /t Y/O OB C TI ear/cm ear/cm
N BR/Y 97 NC WW Humm I SHEET TITLE
48 C WAG LOCKOUT 2 AN Y/BR 98 C I
s / I >att Nc TELCO INTERFACE
TOM
TELCO �^. ... - - -. ®- ---- e� .--- ®�- --- --__ - - - ®r { : 49 HC.: TOM 700 C 4 I SCHEMATIC
GROUNDING I c
TO MASTER L .� ® ®— ®—..— — ..__ SHEET NUM
0 ____ 7
.'
BER
GROUNDING
BAR MARCONI— SIEMENS CONFIGURATION
TELCO INTERFACE SCHEMATIC SHELTER PUNCHDOWN BLOCK
NO SCALE
NO SCALE
LEGEND NOTES
EXOTHERMIC (EXOTHERMIC). 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. FOR GROUNDING DETAILS SEE DRAWINGS 0-2 THROUGH G-4,
COMPRESSION TYPE CONNECTIONS. 2 TESTING SHALL BE PERFORMED AT ALL SITES WHERE MODIFICATIONS OR ADDITIONS ARE MADE TO THE EXISTING GROUNDING SYSTEM AND
SHALL BE IN ACCORDANCE WITH AT &T MOBILITY GROUNDING STANDARD ND- 00071. THE SUBCONTRACTOR SHALL SUPPLY AT &T WITH RESULTS
® CHEMICAL ELECTROLYTIC GROUNDING SYSTEM. FROM PRE - CONSTRUCTION AND POST CONSTRUCTION OHM TESTING (GROUNDING) RESULTS AND BE IN COMPLIANCE WITH AT &T MOBILITY
GROUNDING STANDARD NO - 00071.
110 GROUND ROD WITH INSPECTION SLEEP£.:
3. THE SUBCONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A 'FALL OF POTENTIAL. TEST ON THE PROPOSED SUPPLEMENTAL GROUNDING
, IFMT TEST GROUND ROD WITH INSPECTION SLEEVE FIELD PRIOR TO FINAL CONNECTION OF THE GROUNDING SYSTEM TO EQUIPMENT, THE TEST SHALL BE PERFORMED BY A QUALIFIED AND
er
CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. THE GROUNDING SYSTEM
EXOTHERMIC WITH INSPECTION SLEEVE, RESISTANCE TO EARTH GROUNDING SHALL NOT EXCEED FIVE (5) OHMS. IF THE GROUNDING TEST EXCEEDS THE MAXIMUM OF 5 OHMS, THE
SUBDONIRACIDR SHALL BE RESPONSIBLE TO PROVIDE ADDITIONAL GROUNDING RODS AND CONNECTIONS AS REQUIRED TO MEET THE 5 OHMS'
GROUNDING CONDUCTOR. MAXIMUM, 4300 MARKET POINTE DR.
BLOOMINGTON, MN 55435
GROUNDING BAR 4. THE INSPECTOR HAVING JURISDICTION SHALL INSPECT ALL GROUNDING CONNECTIONS FOR TIGHTNESS. EXOTHERMIC WELDED CONNECTIONS
SHALL BE APPROVED BEFORE BEING PERMANENTLY CONCEALED.
5. FOR ALL CONNECTIONS TO THE GROUNDING RING, SEE THE SHELTER MANUFACTURER'S DRAWINGS.
S. WHEN AN EXISTING METER RACK IS BEING UTILIZED AND A NEW METER IS INSTALLED IN THE EXISTING METER RAMC, THE GROUNDING RODS,
AND GROUNDING CONDUCTORS OF THE EXISTING GROUNDING RING, SHALL BE EXTENDED TO THE PROPOSED GROUNDING RING AND BECOME
A COMPLETE GROUNDING SYSTEM.
® I
7. CONTRACTOR SHALL GROUND ALL EQUIPMENT INCLUDING ANTENNAS, RET MOTORS, TMKS, COAX CABLES AND RET CONTROL CABLES AS A r+
COMPLETE SYSTEM. GROUNDING SHALL BE EXECUTED BY QUALIFIED WIREMEN IN COMPLIANCE WITH MANUFACTURER'S SPECIFICATIONS AND
RECOMMENDATIONS.
8. WHEN A CANOPY IS INSTALLED. THE CANOPY SHALL BE EFFECTIVELY GROUNDED AS REQUIRED BY AT &T ND -0071. BLACK VVEATCH
9. FOR ROOFTOP INSTALLATIONS, . ROUTE GROUNDING CONDUCTORS ON THE SHELTER'S EXTERIOR SUPPORTING STRUCTURE. WHEN A SUPPORT
PLATFORM STRUCTURE IS EMPLOYED, ROUTE GROUNDING CONDUCTORS UNDERNEATH AND ON THE SUPPORTING MEMBERS, USING APPROVED 10850 GRAtEOVIEW ERNE
STRAPS OR SCHEDULE 40 PVC CONDUITS AS REQUIRED.
OVERLAND PARK, KANSAS 66210
10. FOR GROUNDING INSTALLATIONS WHICH HAVE A LIMITED AREA AND IS BONG REQUIRED TO BE INSTALLED WITHIN THE LEASE AREA ONLY. THE (913) 458 -2000
GROUNDING RING CONDUCTORS CAN BE INSTALLED UNDER THE SHELTER'S FOOTINGS.
11. MAIN GROUNDING CONDUCTORS SHALL BE ROUTED AND BONDED TO ALL EFFECTIVE GROUNDING PATHS IN ACCORDANCE WITH AT &T MO&UTY
GROUNDING SPECIFICATION ARTICLE 4.152 STATED IN ND- 00071. THE NEW GROUNDING SYSTEM SHALL BE BONDED (2 PLACES) TO ALL _
EXISTING GROUNDING SYSTEMS, INCLUDING BUT NOT LIMITED TO BUILDING STEEL STRUCTURE, LIGHTNING PROTECTION SYSTEMS, BUILDING MAN PROJECT N0: 163311
GROUNDING SYSTEM AND /OR MAIN WATER SUPPLY IF APT�I.ICABLE
r� a 12. BUILDINGS AND /OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND THE AWN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED DRAWN BY: SAN
TO GRAD£, THE SUBCONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS. AND WATER TOWERS
GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 AWG COPPER. CHECKED BY: DPL
K P ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION
+ A SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY).
N
KEY NOTES
�\ + +\ O TOWER (R,11'ILINDING RING EXTEND TWO (2) /2 AWG TINNED CU CONDUCTOR FROM NEW BURIED GROUNDING RING TO EXISTING TOWER
GROUNDING RING AND MAKE AN EXOTHERMIC CONNECTION.
/1 HATCHM ATF GROUNDING BAR• EXTEND TWO (2) /2 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING UP TO THE HATCHPLKM
@
GROUNDING T311R AND MAKE A MECHANICAL CONNECTION.
a 3
\ FUNDING OF INTERNAL ING: EXTEND TWO (2) /2 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING THROUGH f
O
PVC SU
CORNERS.
EQUIPMENT cRnUNDTNG R SHELTER FOR CONNECTION TO INTERIOR HALO GROUNDING RING. (4) FOUR CONNECTIONS TYPICAL AT EACH
GROUND ROD, COPPER CLAD STEEL 5 18 (10) TEN FEET LONG, AEI. GROUNDING RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. 0 02/17/11 ISSUED FOR CCNSTRUMM
r G oESCRIPTON
W (TAP) C - B SUPP$ $HIV ary ATE MAX SPA6
\ � T j
GROUNDING: EXTEND 12 AWO TINNED CU CONDUCTOR FROM BURIED GROUNDING RING 1O THE HVAC UNIT AND MAKE A MECHADICJJ_
CONNECTION. ! 4 V
B P I O PROPOSED MWO GROUNDING. EXTEND TWO (2) #2 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING AND CONNECT TO THE DANIEL K.
PROPOSED TOWER. FOLLOW MANUFACNftERS RECOMMENDATIONS FOR GROUNDING CONNECTIONS TO THE TOWER. (APPLICABLE TO NEW TOWERS � ®. LEBLAN(; �
ONLY.) >� E —
' R9 0
I I
NDING O • EXTEND TWO (2) 1 2 AWG TINNED CU CONDUCTORS TO MASTER GROUNDING BAR AND MAKE A MECHANICAL
CON RECTION.
N
I _ r MW 5W ANW BAR: D(TEND TWO (2)'2 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RINO AND CONNECT TO THE
11 PROPOSED I i L.^,.N MATERIAL:. GROUGROUNDING BAR. MOUNT GROUNDING TEAR DIRECTLY TO TOWER. SECURE 70 TOWER WITH STAINLESS STEEL MOUNTING
AT &T SHELTER
1 • o i - mn c - � IS A YiDLATIDN OF LAW MR ANY PdiSON.
GROUNDING .. '
PROPOSED UN R LESS TNEY TAE AGIINO UNDER THE OY OTroN
RING (TYP) I V' ( i O ST .ROIZpjD 800 WITH INSPECTION S EFVF• COPPER CLAD STEEL 5/ 8 ° DIA TEN (10) FEXT LONG WITH INSPECTION SLEEVE. OF A L
PROF . TO ALTER THS DOCUMENT.
I ( I O MASTER QMUNDINC BAR: EXTEND TWO (2) 12 AWG TINNED CU CONDUCTORS FROM BURIED GROUNDING RINO UP TO MASTER GROUNDING BAN
J & MAKE A' EXOTHERMIC CONNECTIONS.
(',ROU .
I Q �) I O NDING BAR LOCK BOX: 175SC0 PART / REQUIREMENTS. 51546: INSTALL PER MANUFACTURER REQUIREMENTS.
OMAHN E 1 037- 1 1 4877
O GROUNDING REINFOBCETaENT: EXTEND TWO (2) 12 AWG CONDUCTORS FROM REINFORCING BARS IN CONCRETE SLAB OR FOOTINGS. ROUTE BLAIR
r— -- — — a +✓ CONDUCTORS TO GROUNDING RING AND TERMINATING USING EXOTHERMIC WELDS NEC 250.52(A)(3).OR HYDRAULIC COMPRESSION CONNECTIONS COLLEGE
DR. AND 32ND STREET
SUCH AS 'BURNDY HYGRDUN7 MAY BE USED IN AN EXTERIOR APPLICATION FOR CONDUCTOR TO CONDUCTOR CONNECTIONS BELOW CRAM BLAIR, NE 68088
WHERE EXOTHERMIC WELDS ARE NOT PRACTICAL AND ON ROOFTOP SITES WHERE EXOTHERMIC WELDS MAY BE A FIRE HAZARD, NSB RAW LAND
S T i
-- e ()
(TYP) p _ e-® O MICRIN GFIJERA1bR INTERFACE PANEL SHEET TITLE
(8Y SHELTER MANUFACNRER)
0 200A FU SIBLE QIFL'7Y MEH GROUNDING PLAN
O INTERIOR GROUND RING NAIL
N O SU LIER DOOR FRAME GROUNDIN SHEET NUMBER
O �HEL R GFrI R FPT .IC GR 1 N� i
GROUNDING PLAN ®Y
NO SCALE
I
I
If DIA x 24' DEEP 2 AWC SOLID TINNED a t &t
INSPECTION SLEEVE PVC OR COPPER EXTERIOR -
SOIL PIPE WITH CAP OR GROUND RING
EQUIVALENT
12 DIA x 24 DEEP
INSPECTION SLEEVE PVC OR EXOTHERMIC
AGGREGATE SURFACE SOIL PIPE WITH CAP OR CONNECTION 4300 MARKET POINTE DR.
P EQUIVALENT OW)
� ( nP) BLOOMINGTON, MN 55435
FINISHED GRADE �S INS EC DiA x 24 DEEP FINISHED. GRADE
INSPECTION SLEEVE PVC OR
d 8 d d ° ° eod d` e a "..
SOIL PIPE WITH CAP OR
EQUIVALENT 8a e�p
1 \ \ \ \ \ \ EXOTHERMIC CONNECTION FINISHED GRADE 1
_
1�. WIDE SLOT FOR GROUNDING
CONDUCTOR EXPEND 4 ABOVE EXOTHERMIC CONNECTION
1� \ \ / \T / r \ rr r
GROUNDING CONDUCTOR z/ \fir / err ° //Y \/J /� � /\ ° \� \\ \` \`i \` `7\
:� ` a J rvJ r i�f r\rr r \r r ry
CRUSHED STONE 0R EOU�4L' J / \r /\ 1 WIDE SLOT FOR GROUNDING
FILL TEST WELL TO WITHIN 7' OF `/\ \Y \I\ f
TOP OF GROUNDING LOOP GROUNDING 3/4 CRUSHED STONE B p
3 r1°i �i /f \ f / r. CONDUCTOR OR E QUAL FILL TEST i rV r /`V\`/ \/ /;�lj` i� = 'io
CONDUCTOR a o 1°„ '°`ej / J ! E / WU FILL WELL TO LOOP F GRNDING r OU / �° \\ / % / /\ �� /yy yy/ /�\VVV`» /\ /� /\ ry
\ r r " /y' Z
WELL To WITHIN 4 OF
2 AWG SOLID b BONDING f/ t WITHIN 4 OF TOP OF ' / V \�\°r\\� `r ✓ \V \V� \% M WJD PARK �KANSAS 621D
TINNED COPPER CONDUCTOR r ` OVER
t GROUNDING LOOP °/ //\ °� \ °\r \ \ °/ \�° \v \`� r V , 913 458 -2000
CONDUCTOR CONDUCTOR
EXTERIOR .GROUND R00, 5/8: x 10' - ®ve
GROUNDING RING d' 2 AWG SOLID TINNED
LONG CAPPER CLAD STEEL. COPPER CONDUCTOR
EXTERIOR GROUND ROD, 5 /8"x10' -(f
GROUNDING RING LONG COPPER CLAD STEEL
PROJECT N0: 163311
TEST GROUND ROD- WITH EXOTHERMIC WITH DRAWN er: SAN
INSPECTION SLEEVE INSPECTION SLEEVE GROUNDING RING CHECKED BY' DPL
NO SCALE NO SCALE NO SCALE
0 02/77/17 LSSM FOR CORt<..ti.WC"
REV DATE OESCRtlKm
® ®' pru�,fru, ®g
Z crvi� ®i ®'
®o
MAIN GROUNDING. BUS (2) TWO ,®
PVC CONDUIT WITH STRAP CONDUCTORS CONNECTED TO 2 AWG SOLID TINNED COPPER
FOR GROUNDING EXTERIOR GROUNDING RING CONDUCTOR WITH ED CO OUTLINE OF SHELTER SHELTER INTERIOR * '�
CONDUCTOR PVC CONDUIT WITH STRAP DANIEL K.
13ARREL COMPRESSION LUGS PVC CONDUIT WITH STRAP 2 AWG SOLID COPPER r
(Tec8 154207) WITH (2) 5/15' FOR GROUNDING CONDUCTOR WITH SHORT FOR GROUNDING ® LE13
OUTLINE OF SHELTER 80LTS AND STAR WASHER CONDUCTOR COMPRESSION LUG PROVIDED CONDUCTOR
SECURE TO HVAC ENCLOSURE By SHELTER MANUFACTURER O E 9
FINISHED GRADE FINISHED GRADE FINISHED GRADE ® O
16 ®d6rr® uerr ®� ® ®
##
EXOTHERMIC
P
w CONNECTION / B o .. tf d o i o:
® m W 1 ® _ Q 1' - Q ° R 6 A Vi01AilOFI r1F LAW FOR ANY ERSON.
OUTLIVE OF FOUNDATION �i 10 ' OUTLINE OF FOUNDATION unimm
i BACKFlLL PER UHLOF AH
OUTLINE OF FOUNDATION L "� ENOINEM
Z a � J
_ � 3 I SPECLFlCA'f10NS m uteR nas Doc1AdFNr.
�L EXOTHERMIC �E)CMOR GROUNDING RING
EXOTHERMIC HALL CONNECTION
BE INSTALLED WITH
GROUNDING RODS S EXTERIOR GROUNDING RING CONNECTION 2 AWG SOLID TINNED \ \rr J _
n 2 AWG SOLID TINNED ;f� \> GROUNDING RING, 2 AWG OMANNE1037_114877
D WE TINNED
INSPECTION SLEEVES ---��I EXTERIOR GROUNDING RING COPPER CONDUCTOR CAPPER CONDUCTOR EXTERIOR \ COPPER CONDUCTOR BLAIR
l 2 AWG SOLID TINNED
COPPER CONDUCTOR ��`� \`i \\ \ ti < COLLEGE DR. AND 32ND STREET
21-Cf f � BLAIR, NE 68008
MIN NSB - RAWLAND
EXTERIOR RECEPTACLE GROUNDING GROUNDING RING TRENCH
IN
BUILDING GROUNDING HVAC GROUNDG DETAIL NO SCALE No SCA SHEET TITLE
NO SCALE NO SCALE
GROUNDING DETAILS
SHEET NUMBER
i
NOTES
1. EXOTHERMIC WELD TWO 2 AWG BARE TINNED SOLID COPPER CONDUCTOR TO GROUNDING BAR.
NEWTON INSTRUMENT COMPANY, INC.. EACH GROUNDING CONDUCTOR TERMINATING ON ANY ROUTE CONDUCTOR TO BURIED GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC WELD.
GROUNDING BAR SHALL HAVE AN IDENTIFICATION TAG
ATTACHED BUTNER, N.C. 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL -S 091131H
NO REQUIRED PART NUMBER DESCRIPTION AND DESTINATION 3 EACH SECTION C!"", 'A", 'N', "f) WITH 1' HIGH LETTERS.
SECTION P" SURGE PROTECTORS 3. ALL HARDWARE 18 -6 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT Aa SURFACES WITH AN a t &t
SOUO GROUNDING AMR-OXIDANT COMPOUND BEFORE MATING.
O1 1 312548 BAR (EC) CELL REFERENCE GROUNDING BAR (IF CO- LOCATED)
1 4x4x24 4. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8 INCH DIAMETER OR LARGER.
(EC) GENERATOR FRAMEWORK (IF AVAILABLE) (2 AWG)
V 2 3913980 WALL MOUNTING (EC) TELCO GROUNDING BAR (2 AWG) 5. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND 4300
MARKET POINTS DR.
ti / BRACKET (EC) COMMERCIAL POWER COMMON NEUTRAL /GROUNDING BAND (3/0) STEEL. COAT ALL, SURFACES WITH AN ANTI - OXIDANT COMPOUND BEFORE MATING. BLOOMINGTON,
MN 55435
(EC) FIBER GRO AR (2 AWG)
3015 -6 5/6' LOCKWASHER (EC) POWER ROOM RE FERENCE GROUNDING BAR (2 AWG) B. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUNDING CONDUCTOR
4 RE
(AT&T) RECTIFIER FRAMES. DOWN TO GROUNDING BUS.
SECTION "A �- SURGE AB $ORBER RC 7. NUT & WASHER Stall BE PLACED ON THE FRONT SIDE OF THE GROUNDING BAR AND BOLTED ON
THE BACK SIDE. WASHERS SHALL NOT OVERLAP.
I
(SEE NOTE 2) (EC) INTERIOR GROUNDING RING (2 AWG) S. GROUNDING CABLES ARE TO BE HEAT SHRINK WRAPPED, LN RATED FOR OUTDOOR USE AND
(EC) EXTERNAL EARTH GROUNDING FIELD (BURIED GROUNDING RING) (2 AWO) CLEAR FOR INDOOR USE
(EC) METALLIC COLD WATER PIPE (IF AVAILABLE) (1 /0 AWG) ry
DOUBLE CRIMP 2 (EC) BUILDING STEEL. (IF AVAILABLE) (1 /0 AWG)
3 /0'xt 1/2
HEAT SHRINK HEAT SHRINK
INTERIOR CONNECTION 2 ' _ SON S/S NUT (SEE NOTE e) (SEE NOTE 8) B V SECTION
GROUNDING RING EQUIPMENT TOOTHED 5/6' MIN 1/4 MIN
3 (EC) MISC NON - ISOLATED GROUNDING ZONE S/S LOCK WASHER 10950 GRANDVIEW DRIVE 1 j°^ EQUIPMENT (AT &f) -46V POWER SUPPLY RETURN
BARE (SEE NOTE 7) OVERLAND PARK. KANSAS 66210
N 1 0 0 2 " (SEE LATEWASHER (913) 45B -2000
__
A
P (ATdc ALL ISOLATED GROUNDING REFERENCE _ �l t t L-N
(AT&T) GROUNDING WINDOW BAR
TINNED COPPER PROJECT NO: 163311
(SEE NOTE 1) GROUNDING BAR
S/S FLAT WASHER DO NOT --P "DO NOT DISCONNECT' DRAWN BY: SAN
1 B' (SEE NOTE 7) OISC9IUNECT TAG ON ALL GROUNDING
BAR INTERCONNECTS AND CHECKED BY; DPL
8" 1/1$' MINIMUM SPACING S/S BOLT (1 OF 2) EQUALIZERS
16 BUT CONDUCTOR INSULATION
UP AGAINST THE CONNECTOR
BARREL
(MG B) REFERENCE GROUNDING BAR
NO SCALE TWO HOLE LUG
NO SCALE
i
i
0 .02/17/11 FOR OWSTROODN
REV DATE DlSCORM
TO LOW NOISE AMPLIFIER TO TRANSMIT
UNITS DENT) "EN REQUIRED) ANTENNA
D NA i ® ® ®�� ` C l U��
AN RECETYE ANTEN
tR ,
�
„f�W✓ G•• O fit/ * �
(s DANIEL K. *L
I � e ,
4 OR 6 AWG STRANDED CU R1 I LEBLANC
ARXt /RX2 --2 INSULAnOPI / � e �� Y 1 ^,�
WEATHERPROOF Lo- E 1
CONNECTION HEAT SHRINK t ���� 1��
t I (SEE NOTE 8) ! I I �' N e,71" _ 1' .�� Np � ® ® *Sj�� P ® ® ® ® N
COAX BUMPER REQUIRED
I I 1 STANDARD GROUNDING SEE NOTE 6 t 0� I H� �� 6 F ® ® ® ® ® ® �I�K ® � ®®
PER MANUFACTURER I I /�� GROUNDING
RECOMMENOATION OR FOR I KTT (TYP) I
EASE OF CONNECTION (TYP) I (StE NOTE 5) GROUNDING BAR ON WALL Z
FLOOR. OR ON ANTENNA TO
IT IS ANTENNA CABLE To i T p usiNi Aciwc uN tl p WEA ROOFING KIT MLR) I �' ( ) O O O O O O >�
� n /QII.y OF A LIC ALA t
FROM LNA (WHEN REQUIRED) � OMAHNE1037 114877
6 AWG STRANDED COPPER
i CONDUCTOR WITH GREEN. 6DOV, e l( . � BLAIR
1HWN'2 INSULATIoNAr COLLEGE DR. AND 32ND STREET
BAR GROUNDING , ANDREW PART p gY 09 BLAIR, NE 68008
UGBKTr- 0424 -T (TINNED). A LDDKBOx 15 0 (L gl� NSB - RAWLAND
REQUIRED AT GRADE TASSCO PART / 351546. ANTENNA HEIGHT WILL DETERMINE NUMBER OF (2) TWO EXOTHERMIC TO BE USED
GROUNDING BARS AND THEIR LOCATION WITH 2 AWG SOLID BARE TINNED
COPPER GROUNDING CONDUCTOR. .°�, SHEET TITLE
EXOTHERMIC WELD TO BURIED
2 AWG TINNED, SOLID COPPER GROUNDING RING. AND GROUNDING BAR 0T 6 Mo BT GROUNDING DETAILS
CONDUCTOR EXOTHERMIC WELD
TO GROUNDING BUS
INSTALLATION OF GROUNDING DIPLEXER SHEET NUMBER
GROUNDING DETAIL
ANTENNA GROUNDING BAR CONDUCTOR'TO GROUNDING BAR
NO SCALE - NO SOME No S CALE r
I
NOTES
1. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF
TOWER, ANTENNA LOCATION AND CONNECTION ORIENTATION. PROVIDE AS
REQUIRED, IL
INDOOR 2. DO NOT INSTALL CABLE GROUNDING KR AT A BEND AND ALWAYS DIRECT I,
ANTENNA GROUNDING BAR GROUNDING CONDUCTOR DOWN TO GROUNDING BAR.
TO ANTENNA 12' MIN.. ANTENNA CABLES (TYP) at
3. GROUNDING KR SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR
WAIL. ' CABLE GROUNDING KR RECOMMENDED BY GABLE MANUFACTURER. ...,.
LUG ) 1' — M?) SE DETAIL P 4. WEATHER PROOFING SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR
RECOMMENDED BY CABLE MANUFACTURER. 4300 MARKET POINTS DR.
STANDARD
5, PROVIDE GROUNDNG KIT C BEFORE TURN TRANSITION FROM TOWER TO ICE BLOOMINGTON. MN 55435
GROUNDING BRIDGE
KR (TYP) 6. SUBCONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM,
6 AWG ) GROUNDING SHALL BE PERFORMED BY A QUALIFIED WIREMAT IN COMPLIANCE
COPPER CONCRETE PIER ANTENNA GROUNDING BAR (APPLICABLE TO NEV 14 0 TOWERS OWY•) p WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.
6 AWG CER
CONDUCTOR (TYP) SEE HOTS 8 7. FOR TOWERS GREATER TNU+N 75' IN HEIGHT THE SUBCONTRACTOR SHALL
(TYP) ANDREW (OR EQUAL) MULTIPLE INCREASE CONDUCTORS . 2 AWN.
I r�
ENTRANCE WALL FEED THROUGH B. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A GROUNDING BAR
COAX CABLE ASSEMBLY TO AN E)GSDNG TOWER. THE SUBCONTRACTOR SHALL OBTAIN APPROVAL
(TYP FOR ALL)
2 AWG BARE TINNED COPPER LANG CLOSURE PLATE FROM THE TOWER OWNER PRIOR TO MOUNTING THE GROUNDING BAR TO THE
(SEE SHEET ON-5 NOTE 3.4(D)4) TO GROUNDING BAR TOWER. VEA
SEE NOTE 9 9. EXTEND TWO (2) 2 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING
PQR \ RING AND CONNECT TO THE PROPOSED TOWER. FOLLOW MANUFACTURERS
ICE BRIDGE `2 AWG SOLID TINNED BCW RECOMMENDATIONS FOR GROUNDING CONNECTIONS TO THE TOWER. �R� P K �DRIVE 210
7D GROUNDING RING (913) )
4�8 -2000
2 AWG SM 2 AWG FLARE TINNED COPPER
SOLID TINNED '_ EXOTHERMIC TO CONNECTION GROUNDING BAR, ANDREW PART /
GROUNDING RING p� TOWER BASE PLATE. UGBKR- 0424 —T (TINNED). A LOCKBOX
(APPLICABLE TO NEW TOWERS IS REQUIRED AT EACH ENTRY INTO
ONLY) SHELTER TASSCO PART 1351646. PROJECT NO: 163311
—= DRAWN BY: SAN
EXOTHERMIC HATCHPLATE GROUNDING BAR 'CHECKED BY: DPL
& FEED THRU WALL ASSEMBLY a
MONOPOLE GROUNDING NO SCALE
NO SCALE it MIN
ANTENNA CABLE us
WEATHERPROOFlNO
KR (SEE NOTE 3)
/2 AWG GROUNDING 6 AWG STRANDED COPPER
CONDUCTOR TO THE CONDUCTOR WITH GREEN, BOOV,
OPS ANTENNA NEAREST GROUNDING BAT CABLE GROUNDING KIT THWNN -2 INSULATION GROUNDED o 02/17/11 laum Fort ootmauctaw
e
PROPOSED 1/2 COAX (S GROUNDING BAR V DATE OFSCPoPDON
r
SECUR WITH( APPROVED
(SEE NOTES 1 & 2)
PROPOSED COAXIAL CABLE ® ®` ® ®U[IIIIIjd ® ®I
i GROUNDING KIT. GROUNDED CQNNECTION OF CABLE GROUNDING ®, ®�® _ CI ® ® ® ®®
TO EXISTING GROUND BM(S) KIT TO ANTENNA CABLE ® ® � j ♦CF` Ej, I ®�
AT ANTENNA LEVEL NO SCALE
I PROPOSED ANTENNA CM) ti�. DANIEL K. �^
CL LEBLANC
1 i E -1009 0
I I ANTENNA CABLE °
SHELTER WALL _ v DITRY PORTS' 00 0 0 ®0 B
IT °0000°
INN
R B A VIOLATION OF LAW FOR ANY PETtSON..
UW A ICY ARE EDPROFESS' O�WI. Q�NptkDt,
I 0 O 0 4Q 10 1J.TNA TNIS ROCINIFM.
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GROUNDING RING ° o ° WITN 2 AWG SOLID BARE
° TINNED COPPER OR OMAHNE1037_114877
STRANIDED GREEN
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GROU NDING KIT 2 AWG BARC INSU M?) COLLEGE DR. AND 32ND STREET
. COPPER MINIMUM 1/4'x4 x20' COPPER BLAIR NE 68008
CTYP ..
1/T COAX CABLE LT' GROUNDING BAR (TYP) r NSB — RAWLAND
MINIMUM BENDING RADIUS PER
BUS BAR
MANUFACTURER'S STANDARD r r
`` AWG GROUNDING CABLE COMPRESSION (9 << �
/2 AWG BCW P 8 RONDFA WITH KIT) CONNECTION OW) TO OUTSIDE SHEET TITLE
(SEE GROUNDING NOTE 6) GROUNDING RING
GROUNDING DETAILS
TO GROUND jATCH PLATE GROUND NG
AT SHELTER
GPS GROUNDING ANTENNA GROUNDING NO
NO SCALE SHEET NUMBER
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i
GENERAL CONSTRUCTION NOTES
1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95
GENERAL CONTRACTOR - OVERLAND CONTRACTING INC. (B&V) PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT
SUBCONTRACTOR - CONTRACTOR (CONSTRUCTION) STANDARD PROCTOR DENSW IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL
OWNER - AT &T BE BACMLLED WITH FLOWABLE FILL OR OTHER MATERIAL. PRE - APPROVED BY THE LOCAL
JURISDICTION.
2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT &T PROJECT at&t
SPECIFICATIONS.. 28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE
REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER.
1 GENERAL. CONTRACTOR AND SUBCONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE
HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. 29. ALL BROCHURES. OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND
GENERAL CONTRACTOR AND SUBCONTRACTOR V441 BE RESPONSIBLE FOR FAMILIARIZING OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF
HIMSELF WITH ALL CAN AC DOCUMENTS, FIELD C O N DITIO N S. PRIOR PROCEEDING EDIN AND lX CONSTRUCTION AND PRIOR TO PAYMENT. 4300 MARKET POINTE DR.
THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRTDR 70 PROCEEDING WITH CONSTRUCTION. BLOOMINGTON, MN 55435
ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE 30. SUBCONTRACTOR SHALL. SUBMIT A COMPLETE SET OF AS -BUILT REDLINES TO THE GENERA.
COMMENCEMENT OF WORK. CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT.
4, ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL 31. SUBCONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION.
APPLICABLE CODES. REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL
APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR
LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGAROINO THE PERFORMANCE OF WORK, SEWER SERVICE, AND IS NOT FOR HUMAN HASTTAT (NO HANDICAP ACCESS REQUIRED).
5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL. AND UTILITY COMPANY 33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY
2 TIMES
SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS• PER MONTH. BY AT &T TECHNICIANS. ^
6. UNLESS NOTED OTHERWISE„. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, 34. NO OUTDOOR STORAGE OR SOLD WASTE CONTAINERS ARE PROPOSED,
APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON T
THE DRAWINGS. 35. ALL MATERIAL SHALL BE FURNISHED AND. WORK SHALL BE PERFORMED N ACCORDANCE WITH
THE LATEST REVISION AT &T MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR
7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE CONSTRUCTION OF GSM /GPRS WIRELESS STTE5' AND "TECHNICAL SPECIFICATION FOR FACILITY
ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS GROUNDING. IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE
10950 GRANDVIEW DRIVE
OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE DRAWINGS, THE DRAWINGS SHALL GOVERN. OVERLAN PARK KANSAS 66210
THEREFORE. IT IS CRITICAL TO FIELD VITRIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS �T3) 4Au8 -2000
REGARDING THE CONTRACT DOCUMENTS, THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR 39 SUBCONTRACTORS SHALL BE RESPONS181J FOR OBTAINING ALL PERMITS AND INSPECTIONS
OOBTAINING . NING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. REQUIRED FOR CONSTRUCTION. IF SUBCON CANNOT OBTAIN A PERMIT, THEY MUST
DETAILS ARE INTENDED TO SHOWN DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT NOTIFY THE GENERAL. CONTRACTOR IMMEDIATELY:
JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHAD. BE INCLUDED AS PART OF
WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 37. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS.
S. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH 38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND /OR DRAWINGS
PROJECT NO: 163311
MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DRAWN BY:
SAN
9, IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION.
SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL. BY THE 39. NO WHITE S[ROBIC LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA STANDARDS CHE
CKED BY: DPL
ENGINEER PRIOR TO PROCEEDING. AND REQUIREMENTS.
10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT 40. ALL COAXAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND
AREA'S AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS RECOMMENDATIONS,
CONTRACT. WORK SHALL. CONFIRM TO ALL OSHA REQUIREMENTS AND THE LOCAL. JURMOECIXNN.
11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER 41. NO NOISE, SMOKE, DUST, ODOR, OR VIBRATIONS WILL RESULT FROM THIS FACILITY.
DISCIPLINES, 42. NO ADDITIONAL PARKING TO BE PROPOSED. EXISTING ACCESS AND PARKING TO REMAIN.
12. ERECTION SHAT. BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN 43. No LANDSCAPING IS PROPOSED AT THIS SITE.
IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE ALL MEMBERS
SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS.
13. SEAL PENETRATIONS. THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY
LOCAL JURISDICTION. SUBCONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FRLS, AND DISPOSE Of
ALL DEBRIS.
i
I
14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE 0 02/17/11 MWO FOR QW61aMM
SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES, REV DATE OE9G
SUBCONTRACTOR SHALL NOTIFY THE GENERAL. CONTRACTOR OF ANY EXISTING CONDITIONS THAT
DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION.
15.. SUBCONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS
PRIOR TO COMMENCEMENT OF WORK
16, THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PA C I
VEMENTS, CURBS,
® ®` ® ® ®\
LANDSCAPING AND STRUCTURES.. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S
EXPENSE TO THE SATISFACTION OF THE OWNER.
17. THE SUBCONTRACTOR SHALL. CONTACT UTILITY LOCATIW SERVICES PRIOR TO THE START OF DANIEL K.
CONSTRUCTION. . LEBLANC
16. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND n
SUBCONTRACTORS TO THE SITE AND /OR BUILDING. E 9
19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE � m
DURATION OF CONSTRUCTION UNTIL JOB COMPLETION.
20. THE H GENERAL CONTRACTOR SHALL AND CHANGE ORDERS CONDITI PREMISES AT COMPLETE SET or PLANS
21. THE GENERA. CONTRACTOR AND SUBCONTRACTOR SHALL. PROVIDE PORTABLE FIRE EXTINGUISHERS
WITH A RATING OF NOT LESS THAN 2 -A OT 2 -A10 -BCC AND SHALL BE WITHIN 25 FEET OF
TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING
IT LS A VIIX.A7gN OF TAW FOR ANY PERSON,
CONSTRUCTION,
vNC OF A ucEmm P siC PA
22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED
TO OILIER 7165 OO(21NFM,
AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EYECUTTON OF THE WORK, SHALL BE
RE7.00ATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE
SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTIUTIES.
SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW, THIS SHALL OMAHNE1037_114877
INCLUDE BUT NOT BE UMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL ®LAIR
SAFETY. AND D) TRENCHING & EXCAVATION.
23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE COLLEGE DR. AN 32ND STREET
WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED. CAPPED, PLUGGED OR OTHERWISE BLAIR, NE 68008
DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK AS NSB - RAWLAND
DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER
AND /OR. LOCAL UTILITIES.
24, THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE SHEET TITLE
TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABIUZED TO
PREVENT EROSION. GENERAL NOTES
25. SUBCONTRACTOR. SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION.
EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE
WITH THE FEDERAL MID LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL
26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN SHEET NUMBER
MATERIALS, SNOW OR ICE SHALT. NOT BE PLACED IN ANY FILL OR EMBANKMENT.
Gil N
®1
SITE WORK & DRAINAGE D. THE AGGREGATE BASE AND SURFACE COURSES SHALL BE CONSTRUCTED IN LAYERS NOT MORE
THAN 4 INCH (COMPACTED) THICKNESS. AGGREGATE TO BE PLACED ON CEOTEXTILE FABRIC
PASYT t _ GENERAL 2. BE END- DUMPED ON THE FABRIC FROM THE FREE END OF THE FABRIC OR OVER
2. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER PREVIOUSLY PLACED AGGREGATE THE FIRSi LIFT SHALL BE BLADED DOWN TO A THICKNESS
CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE PREPARATION MEETS THE DEFINITION OF TOPSOIL AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER OF 8 INCHES
PRIOR TO COMPACTION. AT NO TIME SHALL EQUIPMENT. EITHER TRANSPORTING
AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN I THESE PLANS. UNDESIRABLE MATERIALS. THE AGGREGATE OR GRADING THE AGGREGATE, BE PERMITTED ON
THE ROADWAY WITH LESS
THAN 4 INCHES OF MATERIAL COVERING THE FABRIC. :
3. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING 7atial 1
1.1 REFERENCES;
FROM CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE FILL E THE AGGREGATE SEILI BE IMMEDIATELY COMPACTED TO NOT LESS THAN 95 PERCENT OF THE
(IOR (NEBRASKA DEPARTMENT OF ROADS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION MAXIMUM DRY DENSITY AS PROVIDED BY THE PROCTOR TEST, ASTM D 1557 WETH A TAMPING
A N
OR ) D. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALT. DEBRIS RESULTING ROLLER, OR WITH A PNEUMATIC -TIRED ROLLER, OR WITH A VIBRATORY MACHINE
OR ANY
FROM CLEARING AND GRUBBING OPERATIONS, BURNING WILL NOT BE PERMITTED.. COMBtNATXM OF THE ABOVE. THE TOP LAYER SHALL BE GIVEN A FINAL ROLLING WITH A
THREE -WHEEL OR TANOEM ROLLER
B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS), E PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND /OR TRENCHED
TO VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRALYINGS AND TO ASCERTAIN 3.6 FINISH GRADING: 4300 MARKET PO1N1E DR.
C. OSHA (OCCUPATION SAFEiY AND HEALTH ADMINISTRATION). THE EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE. OR OTHER BLOOMINGTON, MN 55435
1.2 INSPECTION AND TESTING: ITEM NOT SHOWN THAT MIGHi INTERFERE WITH THE PROPOSED CONSTRUCTION, NOTIFY THE A. PERFORM
OOTN, EVEN S RF� ��E THE ENTIRE AREA AW WITHI AY ELIITS OF �
CONSTRUCTION MANAGER OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF CONSTIRUCEIO N. GRADING SHALL BE COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND
A. FIELD TMNG OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY THE WORK AS INDICATED ON THE DRAWINGS. STRUCTURES
SUBCONTRACTORS INDEPENDENT TESTING LAB. THIS WORK TO BE COORDINATED BY THE F. SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL ALL EXCESS
LRE SATISFACTORY FILL MATERIAL RESULTING FROM THE EXCAVATION WORK IN THE
SUBCONTRACTOR. EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF -SITE I A LEGAL B. UR
B. ALT. WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR WHO SHAD. CARRY MANNER. CONSTRUCTION OF FILLS, EMBANKMENTS AND FOR REPLACEMENT OF REMOVED. UNSUITABLE
OUT THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE rw
3.2 ITACKFlLt
OF THE WORK AS SPECIFIED AND /OR GALLED FOR ON THE DRAWINGS, R IS THE SUBCONTRACTOR'S C, ACHIEVE FINISHED GRADE BY PLACID A MINIMUM OF 4 INCHES OF 7/2` - 3/M1
CRUSHED
RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT A AS SOON AS PRACTICLI, AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE.
STONE ON TOP SOIL STABILIZER FABRIC.
WOULD MAKE PARTS OF WORK INACCESSIBLE OR DIFFICULT TO INSPECT. INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST -N -PLACE
1.3 SITE MAINTENANCE AND PROTECTION:
CONCRETE R THE EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIRED D, R L� C ONDITION , A
SU RROUNDING AREAS USED DURING THE COURSE OF THIS ® 1, �!'
A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL 1. PRIOR TO PLACING BA=LL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND 3,7 ASPHALT PAVING
ROAD:
COMPLETION OF THE SUBCONTRACT. THE EXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS, 10950 GRANDVIEW DRIVE
A. DIVISION 500 - BITUMINOUS PAVEMENT. OVERLAN? PARK, KANSAS 66210
B AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES. AND SHRUBS 2. BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL OR SELECT GRANULAR
U 13) 458-2000
DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT ARE BACKFILL MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS OF NO GREATER
NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. THAN S- INCHES LOOSE THICKNESS AND COMPACTED, WHERE HAND OPERATED COMPACTORS
C. KEEP SITE FREE OF ALL POHD9IG WATER. ARE USED, THE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN
LOOSE DEPTH AND COMPACTED,
D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE: DOT AND EPA REQUIREMENTS, 3, WHENEVER THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE
PROJECT NO: 163311
SPECIFIED DENSITY, THE SUCCEEDING LAYER SIWl NOT BE PLACED UNTIL THE
E PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILAR SPEC FICATION REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE
DRAWN BY: SAN
DEVICES NECESSARY TO PROTECT AGAINST. THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF CEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS
CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. NECESSARY, SUCH AS DISWNG AND DRYING, ADDING WATER, OR INCREASING THE
F. EXISTING UTILITIES: DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE
COMPACTNE EFFORT TO MELT THE MINIMUM COMPACTION REQUIREMENTS. CHECKED BY: OPL
OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE ENGINEER AND THEN ONLY B. THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95% OF THE MAXIMUM
AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED. DRY DENSITY AS PROVIDED EY THE STANDARD PROCTOR TEST, AMU D 698.
1, PROVIDE A MINIMUM 48 -HOUR NOTICE TO THE ENGINEER AND RECEIVE WRITTEN NOTICE TO 3.3 TRENCH EXCAVATION:
PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE
PART 2 PRODUCTS DRAWINGS UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE
DRAWINGS OR AS DIRECTED BY THE GENERAL CONTRACTOR. PROVIDE SHORING, SHEETING AND
2.1 SUITABLE BACKFILL- ASTM D2321 (CLASS I, 14 III OR IVA) FREE FROM FROZEN LUMPS, REFUSE, BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS.
STONES OR ROCKS LARGER THAN 3 INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE B. EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE
THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL OUTERMOST CONDUIT.
2.2 NON - POROUS GRANULAR EMBANKMENT AND BACKFILL ASTM 02321 (CLASS III, IVA OR RB) COARSE C. WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED.
AGGREGATE. FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN 3 INCHES IN BACKFiLL AT THE REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE
ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR REQUIRED ELEVATION AND BACKFILL WITH GRANULAR BEDDING MATERIAL
BACKFILL
3.4 TRENCH BACKFlLL: o 02/17 /11 tssum FOR caumlXTM
2,3 POROUS GRANULAR EMBANKMENT AND BACKFILL- ASTM D2321 (CLASS LA. 18 OR 11) COARSE A PROVIDE GRANULAR BEDDING MATERIAL I ACCORDANCE WITH THE DRAWINGS AND THE UTILITY
aEV �TE DOCRPTION
AGGREGATE FREE FROM FROZEN LUMPS. REFUSE. STONES. OR ROCKS LARGER THAN 3 INCHES I ANY REQUIREMENTS,
DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL.
B. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFlLUNG. ® ®
2,4 SELECT STRUCTURAL FILL- GRANULAR FILL MATERIAL MEETING THE REQUIREMENTS OF ASTM EM-05, '® ®®
FOR USE AROUND AND UNDER STRUCTURES WHERE STRUCTURAL FILL MATERIAL ARE REQUIRED. C. CO N BEFORE BACKFlWNG. BACKFILL AND COMPACT TRENCH Cl CI �/!� ®� ® ®®
2.5 GRANULAR BEDDING AND TRENCH BACKFILL. WELL- GRADED SAND MEETING THE GRADATION
REQUIREMENTS OF ASTM D2467 (SE OR SW -SM). 0. PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6 -INCH
UNCOMPA:CTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP 4 ✓� ® �
2.6 COARSE AGGREGATE FOR ACCESS ROAD SUBBASE COURSE SHALL CONFORM TO ASTM 02940. BACKFILL INTO SPACE AROUND CONDUITS. DANIEL K.
2.7 UNSUITABLE MATERIAL: HIGH AND MODERATELY PLASTIC SILTS AND CLAYS (LL>45). MATERIAL I- PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE. OR UNBALANCED LOADING.
a IL LEBLANC
CONTAINING REMISE, FROZEN LUMPS, DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE MATTER, WOOD, F. ABOVE THE CONDUIT EMBEDMENT ZONE PLACE AND COMPACT SATISFACTORY BACKFiLL
STONES IN EXCESS OF 3 INCHES IN ANY DIMENSION, AND DEBRIS AS DETERMINED BY THE 9
CONSTRUCTION MANAGER. TYPICAL THESE WILL BE SOILS CLASSIFIED BY ASTM SURFACE GRA D AS P7, MH, CH. OH, SURFACE I D E
INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED
ML. AND OL Y
2.8 GEOTEXTILE FABRIC- MIRAFI SOOX OR APPROVED EQUAL G. COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE "y
EXISTING UNDISTURBED MATERIAL IMMEDIATELY AWACENT TO THE TRENCH BUT NO LESS THAN , ®(� OF
2,9 2.9 PLASTIC MARKING TAPE: SHALL BE ACID AND ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD
PROCTOR ®
MANUFACTURED FOR MARKING AND LOCATING UNDERGROUND UTILITIES, 6 INCHES WIDE WITH 'A TEST, ASTM D 698.
MINIMUM THICKNESS OF 0,004 INCH, TAPE SHALL HAVE MINIMUM STRENGTH OF 1500 PSI IN BOTH 3.5 AGGREGATE ACCESS ROAD:
DIRECTIONS AND MANUFACTURED WITH INTEGRAL CONDUCTORS, FOIL BACKING OR OTHER MEANS TO IT IS A VKKATION OF TAW FOR ANY POWK
ENABLE DETECTION BY A METAL DETECTOR WHEN BURIED UP TO 3 FEET DEEP. THE MEiPLLIC CORE VNUSS THtY HIE ACTMIG UNDER 71 DKiECT1011
OF THE TAPE SHALL BE ENCASED IN A PROTECTIVE JACKET OR PROVIDED WITH OTHER MEANS TO A CLEAR, GRUB, STRIP AND EXCAVATE FOR THE ACCESS ROAD TO THE LINES AND GRADES
A UCENSW PpOFR51(NVL IXG>MMcFA
PROTECT R FROM CORROSION. TAPE COLOR SHALT. BE RED FOR ELECTRIC UTILITIES AND ORANGE FOR INDICATED ON THE DRAWINOS, SCARIFY TO A DEPTH OF B INCHES AND PROOF -ROLL ALL
TO ALIE TANS DOtxMlD1P
TELECOMMUNICATION UTILITIES HOLES. RUTS, SOFT PLACES AND OTHER DEFECTS SHALL BE CORRECTED.
P ART 3 - EXECUTION B. THE ENTIRE SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF THE
MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D 1557..
OMAHNE1037_114877
3.1 GENERAL C, . AFTER PREPARATION OF THE SUBGRADE IS COMPLETE THE CEOTEXTILE FABRIC.(MIRAFI 5DOX0 BLAIR
A BEFORE STARTING GENERAL SiTE PREPARATION ACITVITiES, INSTALL EROSION AND SEDIMENT CONTROL SHALL BE INSTA TO THE UNITS INDICATED ON THE DRAWINGS BY ROLLING THE FABRIC
MEASURES, THE WORK AREA SECT BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN OUT LONGITUDINALLY ALONG THE ROADWAY. THE FABRIC SHALL NOT BE DRAGGED ACROSS THE
COLLEGE DR AND 32ND. STREET
THE EVENT OF FAN THE SITE WILL BE DRAINED AT ANY TIMES SUBGRADE. PLACE THE ENTIRE ROLL IN A SINGLE OPERATION, ROLLING OUT AS SMOOTHLY AS
POSSIBLE. BLAIR, NE 68008
B. BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, NSB - RAWL AND
GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. 1. OVERLAPS PARALLEL TO THE ROADWAY WILL BE PERMITTED AT THE CENTERLINE AND AT
LOCATIONS BEYOND THE ROADWAY SURFACE WIDTH (I.E. WITHIN THE SHOULDER WIDTH)
C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SIZE. REMOVE TREES, BRUSH, STUMPS, ONLY. NO LONGITUDINAL OVERLAPS SHALL BE LOCATED BETWEEN THE CENEERUNE AND THE
RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE SHOULDER: PARALLEL OVERLAPS SHALL BE A MINIMUM OF 3 FEET WIDE, SHEET TTT1E
SURFACE OF THE SiTE AREA TO BE CLEARED. 2. TRANSVERSE (PERPENDICULAR TO THE ROADWAY) OVERLAPS AT THE END OF A ROLL SHALL GENERAL NOTES
I. REMOVE THE FOLLOWING MATERC.S TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE OVERLAP IN THE DIRECTION OF THE AGGREGATE PLACEMENT (PREVIOUS ROLL ON TOP) AND
ORIGINAL GROUND SURFACE: ROOTS, SUMPS, AND OTHER DEBRIS, BRUSH, AND REFUSE SK41 HAVE A MINIMUM LENGTH OF 3 FEET.
EMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK OR PLOW THE
AREA TO A OEM OF NO LESS THAN 6 INCHES, AND REMOVE TO A DEPTH OF 12 INCHES ALL 3. ALL OVERLAPS SHALL BE PINNED WiTH STAPLES OR NAILS A MINIMUM OF 10 INCHES LONG
ROOTS AND OTHER DEBRIS THEREBY EXPOSED, TO INSURE POSITIONING DURING PLACEMENT OF AGGREGATE PiN LONGITUDINAL. SEAMS AT SHEET NUMBER
25 FOOT CENTERS AND TRANSVERSE SEMIS EVERY 5 FIST.
o.
CON CRETE WORK D. EMBEDDED ITEMS SHALL BE ANCHORED INTO PLACE IN A MANNER TO PREVENT MOVEMENT
DURING. CONCRETE PLACEMENT AND CONSOLIDATION. COMPONENTS FORMING A PART OF A
COMPLETE ASSEMBLY SHAM BE ALIGNED BEFORE ANCHORING INTO PLACE: PROVIDE
TEMPORARY BRACING, ANCHORAGE, AND TEMPLATES AS REQUIRED TO MAINTAIN THE SEMNG
1.1 SCOPE: AND ALIGNMENT.
A. FORM WORK. REINFORCING STEEL, ACCESSORIES, CAST -IN PLACE CONCRETE, FINISHING. 3.3 RONFORCEMENT PLACEMENT:
CURING AND TESTING FOR STRUCTURAL CONCRETE FOUNDATIONS. A. PLACE REINFORCEMENT ACCORDING TO CHECKER AND RELEASED DRAWINGS AND IN
a t &t
1.2 REFERENCES: ACCORDANCE WITH ACI 301 AND ACI 316.
A ACI (AMERICAN CONCRETE INSTITUTE) M ACCURATELY POSITION, SUPPORT AND SECURE REINFORCEMENT AGAINST DISPLACEMENT FROM
FORM WORK CONSTRUCTION OR CONCRETE PLACEMENT AND CONSOLIDATION. SUPPORT
1. ACI 301 SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS. REINFORCING ON METAL CHAIRS, RUNNERS, BOLSTERS, SPACERS AND HANCERS. 4300 MARKET POINTE
DR.
BLOOMINGTON, MN 55435
2. ACI 304 RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING AND PLACING C. SPLICES OF REINFORCING BARS SHALL BE CLASS B UNLESS SHOWN OTHERWISE ON THE
CONCRETE. DRAWINGS. SPLICES SHALL BE STAGGERED. FULL DEVELOPMENT LENGTH SHALL: BE PROVIDED
ACROSS JOINTS.
3. ACI 305 RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING.
D. LOCATE REINFORCING TO PROVIDE CONCRETE. COVER AND SPACING SHOWN ON THE
4, ACI 306 RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING. DRAWINGS, MINIMUM COVER SHALL BE AS REQUIRE! HY ACI 318.
5. ACI 308 STANDARD PRACTICE FOR CURING CONCRETING. E. WELDING OF AND TO ANY REINFORCING MATERIALS INCLUDING TACK WELDING OF CROSSING
BARS IS STRICTLY PROHIBITED.
S. ACI 309 STANDARD PRACTICE FOR CONSOLIDATION OF CONCRETE. 3.4 CONCRETE PLACEMENT:
7. ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. A. PRIOR TO PLACING CONCRETE, THE FORMS AND REINFORCEMENT SHALL BE THOROUGHLY
8. ACI 347 RECOMMENDED PRACTICE FOR CONCRETE FORMWORK DRILL PIERS. INSPECTED: ALL TEMPORARY BRACING, TIES AND CLEATS REMOVED; ALL OPENINGS FOR L
UTILITIES PROPERLY BOXED; ALL FORMS PROPERLY SECURED IN THEIR CORRECT POSITION AND
B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS). THE APPLICABLE STANDARDS OF THE MADE TIGHT. ALL REINFORCEMENT AND EMBEDDED ITEMS SHALL BE SECURER) IN THEIR
AMERICAN SOCIETY FOR TESTING AND MATERIALS ARE LISTED IN THE ACI STANDARDS AND ARE PROPER LOCATIONS. ALL OLD AND DRY CONCRETE AND DIRT SHALL BE CLEANED OFF AND
A PART OF THIS SPECIFICATION. ALL STANDING WATER AND OTHER FOREIGN MATERIAL REMOVED. 10950 GRANDVIEW DRIVE
OVERLAN PARK KANSAS 66210
PART 2 - PM&M B. PLACING CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301 AND ACI 304 AND SHALL BE (913) 4'&8 -2000
CARRIED OUT AT SUCH A RATE THAT THE CONCRETE PREVIOUSLY PLACED IS STILL PLASTIC
2.1 REINFORCING MATERIALS: AND INTEGRATED WITH THE FRESHLY PLACED CONCRETE. CONCRETING ONCE STARTED, SHALL
BE CARRIED ON AS A CONTINUOUS OPERATION UNTIL THE SECTION IS COMPLETED. NO COLD
A REINFORCING BARS: ASTM A615, GRADE 60, PROPOSED DEFORMED BIDET -STEEL BARS, PLAIN JOINTS SHALL BE ALLOWED,
RNISFL, C. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED AND COMPACTED BY VIBRATION PROJECT NO: 163311
B. FURNISH CHAIRS, BOLSTERS, BAR SUPPORTS, SPACERS AS REQUIRED FOR SUPPORT OF SPACING, RODDIG, OR FORKING DURING THE OPERATION OF PLACING AND DEPOSITING IN
RONETIRGIG STEEL AND WIRE FABRIC.
ACCORDANCE WITH ACI 309, THE CONCRETE SHALL BE THOROUGHLY WORKED AROUND DRAWN BY: SAN
REINFORCEMENT, EMBEDDED ITEMS, AND INTO THE CORNER OF THE FORMS SO AS TO
2.2 CONCRETE MATERIALS: ELMINATE ALL AIR AND STONE POCKETS. CHECKED BY: DPL
A PORTLAND CEMENT SHALL BE TYPE 1, CONFORMING TO ASTM 0 -150, 3.5 FINISHING:
B. AGGREGATE SHALL CONFORM TO ASTM C -33. A FINISHING OF THE FLOOR SLABS SHALL BE IN ACCORDANCE WITH ACI 302.1 SECTION 7.2 WITH
A MINIMUM OF THREE TROWELINGS. THE SLAB FINISH TOLERANCE AS MEASURED IN
1, FINE AGGREGATE SHALL BE UNIFORMLY GRADED, CLEAN SHARP, WASHED NATURAL, OR ACCORDANCE WITH ASTM E 1155 SHALL HAVE AN OVERALL TEST NUMBER FOR FLATNESS, FF-
CRUSHED SAND, FREE FROM ORGANIC IMPURITIES. 20 AND FOR LEVEL. FL -15. THE MINIMUM LOCAL. NUMBER FOR FLATNESS, FF- 15 AND FOR
LEVEL FL -10.
2. COARSE AGGREGATE SKQL BE NATURAL WASHED GRAVEL OR WASHED CRUSHED ROCK
HAVING HARD, STRONG, DURABLE PIECES, FREE FROM ADHERENT COATINGS. S. SURFACE OF FLOOR SLAB SEWS RECEIVE TWO COATS OF CLEAR SEALER /HARDENER.
3. MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 3/4 INCH IN ACCORDANCE WTIN THE C. ABOVE GRADE WALL SURFACES SHALL HAVE A SMOOTH FORM FINISH AS DEFINED IN CHAPTER
REQUIREMENTS OF ASTM C -33 GRADATION SIZE NO. 67. 10 OF ACI 301.
C. WATER USED IN CONCRETE MIX SHALL BE POTABLE. CLEAN, AND FREE FROM OILS, ACIDS, 3.6 CURING:
SALTS. CHLORIDES, ALKALI, SUGAR, VEGETABLE, OR OTHER DELETERIOUS SUBSTANCES. A. FRESHLY DEPOSITED CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING AND
D. THE CONCRETE SHALL CONTAN AN AR- ENTRAINING ADMIXTURE COMPLYING WITH THE EXCESSIVELY NOT AND COLD TEMPERATURES AND SHALL BE MAINTAINED WITH MINIMUM o 02/17/11
Issl» inn ooNSmucnav
REQUIREMENTS OF ASTM C -260 AND ACI 212. 1R AND A WATER- REDUCING ADMIXTURE MOISTURE LOSS AT A RELATIVELY CONSTANT TEMPERATURE FOR A PERIOD OF TIME NECESSARY
COMPLYING WITH THE REQUIREMENTS OF ASTM C -494 AND ACI 212. 1R. ADMIXTURES SH41 FOR THE HYDRATION OF THE CEMENT AND PROPER HARDENING OF THE CONCRETE PIN
DATE 0e;0pPTM
BE PURCHASED AND BATCHED IN LIQUID SOLUTION. THE USE OF CALCIUM CHLORIDE OR AN B. CONCRETE SHALL BE KEPI CONTINUOUSLY MOIST AT LEAST OVERNIGHT, IMMEDIATELY
ADMIXTURE CONTAINING CALCIUM CHLORIDE IS PROHIBITED. ADMIXTURES SHALL BE OF THE FOLLOWING THE VI CURING, BEFORE THE CONCRETE HAS OVERNIGHT. ADDITIONAL CURING
SAME MANUFACTURER TO ASSURE COMPATIBILITY. ACCEPTABLE MANUFACTURERS ARE:
SHALL BE ACCOMPUSHED BY ONE OF THE FOLLOWING MATERIALS OR METHODS;
t. W.R. aucE
2. SIKA CORP. 1. PENDING OR CONTINUOUS SPRINKLING. C 1 ® ®, ®®
2. ABSORPTNE MAT OR FABRIC KEPT CONTINUOUSLY WET. ® ®��( ®f®
INS
3. MASTER BUILDERS 3. NON - ABSORPTIVE FILM (POLYETHYLENE) OVER PREVIOUSLY SPRINKLED SURFACE. .
4. EUCLID CHEMICAL CO. i { cs�
5. APPROVED EQUAL 4. SAND OR OTHER COVERING KEPT' CONTINUOUSLY WET, ~ �LEBLANC�
5. CONTINUOUS STEAM (NOT EXCEEDING 150 F) OR VAPOR MIST BATH.
E. CURING COMPOUND SHALL CONFORM TO ASTM C3D9, TYPE I,. 10, CLASS A AND B AND ASTM � E -1 09
C171 AS APPLICABLE. B. SPRAYED -ON CURING COMPOUND APPLIED IN TWO COATS, SPRAYED IN PERPENDICULAR
2,3 CONCRETE MIX: DIRECTIONS ® CURING SHALL CONUE UNTIL THE CUULATIVE NUMBER OF DAYS OR FRAC
A. PROPORTION CO NIX IN ACCORDANCE WITH REQUIREMENTS OF ACI 301. THE S TRENG TH C. THEREOF, NOT NECESSARILY CO DURING TE OF THE AIR IN RON DAM
INDICATED. CONCRETE SHALL HAVE A ON O MINIMUM 28 DAY STRENGTH OF 3000 PSI. SHALL CONT ACT BE PERMITTED FREEZE DURING THE CURING PERIOD, RAPID �DRYI G AT C
END OF THE CURING. PERIOD SEWS BE PREVENTED:
B. THE CONCRETE MIX SHALL BE DESIGNED FOR A MAXIMUM SLUMP OF THREE INCHES (PLUS OR IT K A VIOLAKnN OF LAW FOR ANY PERSON:
MINUS I -INCH) AT THE POINT OF DISCHARGE. MIXES OF THE STIFFEST CONSISTENCY THAT UNUMS THEY ARE ACONO UNDER THE DIR£MM
CAN BE EFFICIENTLY PLACED SHALL 8E USED. OF A UCENSW. PROFESSIONAL DI(MOER.
TO A111A THIS DOCUMIEM
C. ALL CONCRETE SHALL BE TO SIX PERCENT (6X) AIR ENTRAINED (PLUS OR MINUS 19).
D. ALL STRUCTURAL CONCRETE SHALL CONTAIN A WATER - REDUCING AGENT.
PART 3 - EXECUTION OMAMNE 14877
BLAIR
3.1 GENERA!:
COLLEGE DR. AND 32ND STREET
A CONSTRUCT AND ERECT THE FORM WORK IN ACCORDANCE WITH ACI 301 AND ACI 347.
BLAIR, NE 68008
B. COLD- WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306.
NSB - RAWLAND
C. HOT- WEATHER CONCRETING SHALL. BE IN ACCORDANCE WITH ACI 305.
3,2 INSERTS, EMBEDDED COMPONENTS AND OPENINGS:
SHEET TITLE
A. CONTRACTOR WALL CHECK ALL CAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL ORAWANGS
FOR OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS AND OTHER ITEMS TO BE BUILT INTO THE GENERAL NOTES
CONCRETE WORK,
B. COORDINATE THE WORK OF OTHER SECTION IN FORMING AND SETTING OPENINGS, RECESSES,
SLOTS, CHASES, ANCHORS, INSERTS PAID OTHER ITEMS TO BE EMBEDDED.
SHEET NUMBER
C. EMBEDDED ITEMS SHALL BE SET ACCURATELY IN LOCATION, ALIGNMENT, ELEVATION AND
PLUMBNESS, LOCATE AND MEASURE FROM ESTABLISHED SURVEYED REFERENCE BENCHMARKS.
i
STRUCTURAL STEEL
PART 1 == GfNERnT
3. WELDED. CONSTRUCTION SHAD. COMPLY WITH AWS D1.1 FOR PROCEDURES, APPEARANCE,
1.1 SCOPE: QUALITY OF WELD, AND METHODS USED IN CORRECTING WELDED WORK.
A. PROVIDE FABRICATION AND ERECTION OF STRUCTURAL STEEL AND OTHER ITEMS AS SHOWN ON 4• THE FABRICATOR SHALL FURNISH AND INSTALL ERECTION CUPS FOR FTf -UP OF WELDED
m-&t
THE DRAWINGS OR REQUIRED BY OTHER SECTIONS OF THESE SPECIFICATIONS. CONNECTIONS
1.2 REFERENCES:
S. DOUBLE ANGLE MEMBERS SHALL HAVE WELDED FILLERS SPACED IN ACCORDANCE WITH
CHAPTER E4 OF THE AJSC -ASD SPECIFICATION,
A. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (ASC). MANUAL OF STEEL CONSTRUCTION (13TH
EDITION), ALLOWABLE STRESS DESIGN (ASD). B. GUSSET AND STIFFENER PLATES SHALL BE 3J8 INCH THICK MINIMUM.
4300 MARKET POINTE; DR.
B, AMERICAN SOCIETY FOR TESTING AND MATERIA (ASTM). 3.2 PRIMING: LACK AND HOT DIPPED. ZINC-COATED ASTM A BLOOMINGTON, MN 55435
ASIM A5S3: & PIPE, STEEL BLACK STRUCTURAL B A STRUCTURAL STEEL SHALL BE PRIMED AS SPECIFIED HEREIN. UNLESS SHOWN OTHERWISE ON
T COATED WELDED AND SEAMLESS. ASTM A106: STEEL BARS, CARBON, COLD FINISHED, STANDARD QUALIQUALITY, AL. THE DRAWINGS.
ASTM Al23: ZINC (HOT -DIPPED GALVANIZED) COATING ON IRON AND STEEL. PRODUCTS, B. STRUCTURAL STEEL SURFACE PREPARATION SHALL CONFORM TO SSPC -SP3. `POWER TOOL
AS7M A307: CARBON STEEL BOLTS AND STUDS. 60,000 PSI TENSILE STRENGTH.
ASTIR A325: L. ST
HIGH- STRENGTH BOLT FOR STRUCTURAEEL JOINTS. CLEANING."
STRENGTH. HEAT- TREATED, STRUCTURAL STEEL BOLTS. 150 (KSQ (1035MPA) TENSILE C. SURFACE PREPARATION AND PRIMER SHALL BE IN ACCORDANCE WITH ASC CODE OF STANDARD
RO SSR A50 COLD- FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN PRACTICE AS INCLUDED IN THE ASD MANUAL OF STEEL CONSTRUCTION.
U NDS AN S AND SHAPES.
ASTM A563: ARCSON AND ALLOY STEEL NUTS. D. MATERIALS SHALL REMAIN CLOSED UNTIL REWIRED FOR LSE. MANUFACTURER'S POT -LIFE
ASTM B695: COATINGS OF ZINC MECHANICALLY DEPOSITED ON IRON AND STEEL REQUIREMENTS SHALL BE STRICTLY ADHERED TO..
ASTM F436e HARDENED STEEL WASHERS, E PRIMER SHALL BE APPLIED TO DRY. CLEAN, PREPARED SURFACE AND UNDER FAVORABLE
S B VEA
STRUCTURAL COMPRESSIBLE- WASHER -TYPE DIRECT TENSION INDICATOR FOR USE WITH CONDITIONS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. UNLESS OTHERWISE TRUCTURAL FASTENERS.
RECOMMENDED BY THE MANUFACTURER PRIMING SHALL NOT BE DONE WHEN AMBIENT
C. AMERICAN WILDING SOCIETY (AWS): TEMPERATURE IS LESS THAN 50 DECREES F, THE RELATIVE HUMIDITY IS MORE THAN 90
AWS A5.1: COVERED CARBON STEEL ARC WELDING ELECTRODES.
PERCENT, OR THE SURFACE TEMPERATURE IS LESS THAW 10950 GttANDYiEW DRIVE
AWS A5.5: LOW ALLOY STEEL COVERED ARC WELDING ELECTRODES, 9 5 DEGREES F ABWE THE DEW OVERLAND 13) 4Fs8 -2000 PARK KANSAS 86210
POINT. �
A" D1.1: STRUCTURAL WELDING CODE - STEEL: F. GENERALLY ALL PRIMER SHALL BE SPRAY APPLIED. BRUSH OR ROLLER APPUCATION SHALL BE
D. RESEARCH COUNCIL ON STRUCTURAL, CONNECTIONS (RCSC): "SPECIFICATIONS FOR STRUCTURAL, RESTRICTED TO TOUCHUP AND TO AREAS NOT ACCESSIBLE BY SPRAY GUN.
JOINTS USING ASTM A325 BOLTS OR ASTM A490 BOLTT AS ENDORSED BY AISC. G. PRIMER SHALL BE UNIFORMLY APPLIED WITHOUT RUNS, SAGS, SOLVENT BUSTERS, DRY SPRAY
E: STEEL STRUCTURES PAINTING COUNCIL (SSPC): OR OTHER BLEMISHES, ALL BLEMISHES AND OTHER IRREGULARITIES SHAD BE REPAIRED OR
REMOVED AND THE AREA RE- COATED, SPECIAL ATTENTION SHALL BE PAD TO CREVICES, WELD
SSPC -SP3: POWER TOOL CLEARING. LINES, BOLT HEADS, CORNERS, EDGES, ETC„ TO OBTAIN THE REQUIRED NOMINAL FILM PROJECT N0: 163311
SSPC -PAINT 11: RED IRON OXIDE, ZINC CHROME, RAW UNSEED OIL OR ALKYD PANT, THICKNESS.
1.3 SUBMITTALS: DRAWN BY: SAN H. THE DRY FILM THICKNESS OF THE PRIMER SHALL BE 2.0 MILS.
A SUBMIT THE FOLLOWING FOR APPROVAL; I. IF THE PRIMER IS DAMAGED BY WIELDING OR PHYSICAL. ABUSE, 171E AREA SHALL BE CHECKED BY: DPL
ALL TOUCHED-UP AND REPAIRED, THE TOUCHUP PANT SHAT BE COMPATIBLE WITH THE APPLIED
DESIGNATIONS. AND A A
1. FABRICATION AND ELL TOP DRAWINGS
STTEEL EEL ELEVATIONS. SHOVING ALL DETAILS, CONNECTIONS. MATERIAL PRIMER WITH MINIMUM DRY FILM THICKNESS OF 1.5 MILS.
B. WELDERS SHALL BE QUALIFIED AS PRESCRIBED IN AWS CIA. 3.3 INSTALLATION: i
PART 2 -� PRODUCT[ A- INSTALLATION OF STRUCTURAL STEEL SHAT, COMPLY WITH AJSC 'CODE OF STANDARD
PRACTICE."
2.1 STRUCTURAL STEEL; B. STRUCTURAL. FIELD WELDING SHALL BE DONE BY THE ELECTRIC SUBMERGED OR SHIELDED
A SHAPES, PLATES AND BARS SHALL CONFORM TO ASTM A36 AND ASTM A992, METAL ARC PROCESS, WELDER CONSTRUCTION SWUJ. COMPLY WITH AWS Q1.1. j
B. STRUCTURAL TUBING SHAD. CONFORM TO ASTM A500, GRACE B. STEEL PIPE SHALL CONFORM C. PROVIDE ANCHOR BOLTS AND OTHER CONNECTORS REQUIRED FOR SECURING STRUCTURAL
TO ASTM AS3. TYPE E OR S, GRADE B. STEEL TO ELEVATOR SHAFT WADS AND OTHER IN -PLACE WORK, PROVIDE TEMPLATES AND
OTHER DEVICES NECESSARY FOR PRE - SETTING BOLTS AND ANCHORS TO ACCURATE LOCATIONS.
2.2 ANCHOR BOLTS:
D. SPLICE MEMBERS ONLY WHERE INDICATED ON THE DRAWINGS.
A ANCHOR BOLTS SHALL CONFORM TO ASTM A307 WITH HEAVY HEXAGONAL NUTS. E ANY GAS CUTTING TORCHES HAVE TO BE APPROVED IN WRITING BY THE PROJECT STRUCTURAL a
02/17/11 MPM FOR COT751RlIffM
2.3 BOLTS: ENGINEER.' Ilt>v LATE is nPTION
F. PROVIDE TEMPORARY SHORING BRACING WITH CONNECTIONS OF SUFFICIENT STRENGTH TO BENZ
A COMMON (M ACHINE ) BOLTS SHALL CONFORM TO CONSIST F A GRADE A AND NUTS Tq ASIA IMPOSED LOADS. REMOVE TEMPORARY CONNECTIONS AND MEMBERS WHEN PERMANENT
H AR D E W ASHER . BOLT ASSEMBLY SHALL CONSIST OF A BOLT, A HEAVE HEX NUT, AND A MEMBERS ARE IN PLACE AND THE FINAL CONNECTIONS RAVE BEEN MADE. 0®
HARDENED WAsHETI. AND OTHER SURFACES WHICH WILL BE IN PERMANENT CONTACT, L ®®
ERS, ®� ® ®\ r ' ! VI ® ®®
B. G. AUGN AND ADJUST MEMB
HAI STRENGTH BOLT SHALL CONFORM TU ASIA BOLT. ONE NIGH STRENGTH BOLT ASSEMBLY BEFORE ASSEMBLY,
SHALL CONSIST IN G WITH ASTM F436 AND A DIRECT 1 A HEAVY HEX STRUCTURAL BOLT, A HEAVY HEX INDICATOR CONFORMING WITH NUT , A HARDENED
WASHER CONFIRMIND AGAINST INDICATO H. INSTALL AND FULLY TENSION HIGH STRENGTH THREADED FASTENERS IN ACCORDANCE WITH
TIG HTENING F959. THE HARDENED WASHER SHALL BE INSTALLED THE ELEMENT TURNED IN RCSC, 'SPECIFICATIONS FOR STRUCTURAL JOINT USING ASTII A325 OR ASTM A490 BOLTS.-
o pANIEL K.
2.4 WELDING ELECTRODES:
®a LEBLANC
s
A Q
E -9 WELDING ELECTRODES SHALL COMPLY WITH AWS Q1.1 USING A5.1 OR A5.5 E70XX AND SHALL
BE COMPATIBLE WITH THE WELDING PROCESS SELECTED.
2.5 PRIMER:
A PRIMER SHALL BE RED OXIDE - CHROMATE PRIMER COMPLYING WITH SSPO PLANT SPECIFICATION
NO. 11 ♦ {
I
3.1 FABRICATION: IF IS A YTOLATIO" OF LAW FOR ANY PO WN,
UTN.ESS TT Y ARE ACIM UNDER TIME DRECIIgM
A SHOP FABRICATE AND ASSEMBLY MATERIALS AS A LICFTJSED PROFESSIONAL. ENG NEER. AS SPECIFIED HEREIN. 10 AL13T THS (XXYIN13V[
I . FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH THE AISC -ASD
SPECIFICATION, AND AS INDICATED ON THE APPROVED SHOP DRAWINGS,
2. ALL EXPOSED 57RUCT11RA1 STEEL SHALL BE HOT DIPPED GALVANIZED PER ASTM,
OMAHNE1037�114877
B
3. PROPERLY MARK AND MATCH -MARK MATERIALS FOR FIELD ASSEMBLY AND FOR COLLEGE DR. AND 32ND STREET
IDENTIFICATION AS TO LOCATION FOR WHICH INTENDED.
4. FABRICATE HANDLING DELIVER BLAIR, NE 68008
R I A SEQUENCE WHICH WILL EXPEDITE ERECTION AND MINIMIZE NSB - RAWLAND
FIELD HANDLING OF MATERIALS. .
5. WHERE FINISHING IS REWIRED, COMPLETE THE ASSEMBLY, INCLUDING THE WELDING OF
UNITS, BEFORE START OF FINISHING OPERATIONS. SHEET TITLE
6. PROVIDE FINISH SURFACE H DEFECTS. EXPOSED IN THE FINAL STRUCTURE FREE FROM GENERAL NOTES
MARKINGS, BURNS, AND OTHER DEFECT$..
B. PROVIDE CONNECTIONS AS SPECIFIED HEREIN:
1. PROVIDE BOLTS AND WASHERS OF TYPES AND SIZE REWIRED FOR COMPLETION OF FIELD
ERECTION. USE 3/4 INCH DIAMETER A325 BOLTS UNLESS NOTED OTHERWISE. SHEET NUMBER
2. INSTALL HIGH STRENGTH THREADED FASTENERS IN ACCORDANCE WITH RCSC 'SPECIFICATION
FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS,"
i
I
i
i
D, CHEMICAL ELECTROLYTIC GROUNDING SYSTEM: B. CONDUCTORS AND CABLE:
ELECTRICAL_ NOTES 1, ALL POWER WIRING SHALL BE COLOR CODED AS FOLLOWS:
1. INSTALL CHEMICAL GROUNDING AS REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE FREE
PART t - txrrFaet ELECTRODE CONSISTING OF RODS WITH A MINIMUM 2 AWG CU EXOTHERMALLY WELDED PIGTAIL, PROTECTIVE DESCgIEM 240/120 VCHT
BOXES, AND BACKFILL MATERIAL, MANUFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD TYPES
1.1 GENERAL CONDITIONS: K2 -(e)CS OR K2L -(*)CS (a) LENGTH AS REQUIRED. PHASE S REED K
A. CONTRACTOR SHALL INSPECT THE EXISTING SiTE CONDITIONS PRIOR TO SUBMiTING BID. ANY PHASE C BLUE
QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE SUBCONTRACTORS 2. GROUND ACCESS BOX SHALL BE A POLYPIASTIC BOX FOR NON- TR*TIC APPLICATIONS, INCLUDING BOLT GGRO
UNDIING G REEN
I at A
FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL GOWN FLUSH COVER WiTH 'BREATHER HOLES, XIT MODEL ¢ %8 -22. ALL DISCONNECT SWITCHES AND
BE BROUGHT CONTRACT THE BID PERIOD ED, THE PROJECT MANAGER FOR CLARIFICATION. DOWN DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING EQUIPMENT
2. SPLICES SHAD. BE MADE ONLY AT OUTLETS, JUNCTION BOXES, OR ACCESSIBLE RACEWAY
CONTROLLED, BRANCH CIRCUITS ID NUMBERING, AND THE ELECTRICAL POWER SOU
NOT AFTER THE E CONiRACT HAS BEEN AWARDDED, RCE. CONDUIETS APPROVED FOR THIS PURPOSE.
B. THE SUBCONTRACTOR SHALT. OBTAIN PERMITS, LICENSES, MAKE All DEPOSITS, AND PAY AL 3. BACKFltL MATERIAL SHALL BE LYNCONiTE AND LYNCOLE GROUNDING GRAVEL 3. PULLING
LUBRICANTS SHAT BE UL APPROVED. SUBCONTRACTOR SHALL USE NYLON OR HEMP
FEES REQUIRED FOR THE CONSTRUCTION PERFORMANCE FOR THE WORK UNDER THIS SECTION,
ROPE FOR PULLING CONDUCTOR OR CABLES INTO THE CONDUIT. 4300 MARKET POINTE DR.
ER
C. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVED SYSTEM GROUNDING: BLOOMINGTON, MN 55435
4. CABLES SHALL BE NEATLY TRAINED, WITHOUT INTERLACING, AND BE OF SUFFICIENT LENGTH IN ALL
UNDER THIS SECTION, THE SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS. DRAWING SHALL 1. ALL GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE 2 AWG BARE,
BOXES & EQUIPMENT TO PERMIT MAKING A NEAT ARRANGEMENT. CABLES SHALL BE SECURED IN A
NOT BE SCALED 70 DETERMINE DIMENSIONS. SOLID, TINNED, COPPER, ABOVE GRADE GROUNDING CONDUCTORS SHALL, BE INSULATED WHERE NOTED. MANNER TO AVOID TENSION ON CONDUCTORS
OR TERMINALS. CONDUCTORS SHALL: BE PROTECTED
FROM MECHANICAL INJURY AND MOISTURE. SHARP BENDS OVER CONDUIT BUSHINGS ARE j
1.2 LAWS, REGULATIONS, ORDINANCES. STATUTES AND CODES. 2. GROUNDING BUSES SHALL BE BARE, TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS SECTION. PROHIBITED. DAMAGED
CABLES SHAD. BE REMOVED AND REPLACED AT THE SUBCONTRACTOR'S
STANDARD BUS BARS MGB. SHALL BE FURNISHED AND INSTALLED BY THE SUBCONTRACTOR, THEY SHALL EXPENSE,
A ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL NOT BE FABRICATED OR MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE IDENTIFIED
WITH
ELECTRICAL. CODE, AND ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES MINIMUM 314' LETTERS BY WAY OF STENCILING OR DESIGNATION PLATE. C. DISCONNECT SWITCHES:
AND CODES. CONDUIT BENDS SHALL BE THE RADIUS BEND FOR THE TRADE SIZE OF CONDUIT
IN COMPLIANCE WITH THE LATEST EDITIONS OF NEC.
1. INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB. CONNECT TO WIRING SYSTEM AND GROUNDING
1.3 REFFRENCESt 3. CONNECTORS SWUM BE HIGH - CONDUCTIVITY, HEAVY DUTY, LISTED AND LABELED AS GROUNDING SYSTEM AS INDICATED; n
CONNECTORS FOR THE MATERIALS USED. USE TWO -HOLE COMPRESSION LUGS WITH HEAT SHRINK FOR
A THE PUBLICATIONS LISTED BELOW ARE PART OF THIS SPECIFICATION. EACH PVBLICR110N SHALT. MECHANICAL CONNECTIONS. D. GROUNDING:
BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE THIS SPECIFICATION IS 4. EXOTHERMIC WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE SPECIFIC
1. ALL METALLIC PARTS OF ELECTRICAL EQUIPMENT WHICH DO NOT CARRY CURRENT SHAT. BE
ISSUED FOR CONSTRUCTION UNLESS OTHERWISE NOTED. EXCEPT AS MODIFIED BY THE TYPES, SIZES, AND COMBINATIONS OF CONDUCTORS AND OTHER ITEMS TO BE CONNECTED. GROUNDED IN ACCORDANCE
WITH THE REQUIREMENTS OF THE BUILDING MANUFACTURER, AT&T VEA
REQUIREMENT SPECIFIED HEREIN OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS MOBILITY GROUNDING STMN[kTRD ND- 00071, ND- 40135, AND THE NATIONAL ELECTRICAL
CODE.
SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISION OF THESE PUBLICATIONS. S. GROUND RODS SHALL BE COPPER -CLAD STEEL WITH HIGH - STRENGTH STEM CORE AND
1. ANSI/IEEE (AMERICAN NATIONAL STANDARDS INSTITUTE) ELECiROL(TIC -GRADE COPPER OUTER SHEATH, MOLTEN WELDED TO CORE, 518'x10' -O'. 2. PROVIDE ELECTRICAL GROUNDING
AND BONDING SYSTEM INDICATED WITH ASSEMBLY OF MAYO. 10950 GRANDVIEW DRIVE
2, ICE INCLUDING GROUNDING ELECTRODES, BONDING JUMPERS AND ADDITIONAL ACCESSORIES AS OVERLAND PARK, KANSAS 66210
3. CE {AMERICAN {INSULATED CABLE ENGINEERS FOR TESTING AND MATERIALS) 6. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE REQUIRED
FOR A COMPLETE INSTALLATION. (913) 458 -2000
NGNEIIRS ASSOCIATION} SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION
4. NEIAA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) BOXES. PULLBOXES, DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS, 3. ALL GROUNDING CONDUCTORS.
SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH
5. ( NFPA(NATIONAL FIRE PROTECTION ASSOCIATION) GRADUAL BEND AS REQUIRED. GROUNDING CONDUCTORS SHALL,NOT BE LOOPED OR SHARPLY
6. OSHA OCCUPATIONLk SAFE A ND HEALTH ADMINISTRATION) F. OTHER MATERIALS; SENT. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE SHORTEST AND
7. UL AT&T N DBI G LABOR ATORIES. STANDARD
IN C . ) I. THE SUBCONTRACTOR SHALL PROVIDE OTHER MATERIALS. THOUGH NOT SPECIFICALLY DESCRIBED, WHICH STRAIGHTEST PATS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES
8.
ARE REQUIRED FOR A COMPLETELY OPERATIONAL SYSTEM AND PROPER INSTALLATION OF THE WORK. 4. BUILDINGS AND /OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND THE
MAN GROUNDING PROJECT NO 16331E
1.4 SCOPE OF WORK CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE SUBCONTRACTOR SHAT ROUTE TWO
2. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED TTY NEC. GROUNDING CONDUCTORS FROM THE ROOFTOP. TOWERS, AND WATER TOWERS GROUNDING RING, TO
DRAWN BY: SAL
A WORK UNDER THIS SECTION SHALi. CONSIST OF FURNISHING Al LABOR, MATERIAL, AND THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN
ASSOCIATED SERVICES REQUIRED TO COMPLETE REQUIRED CONSTRUCTION AND BE G. PANELS AND LOAD CENTERS: 2/0 AWG COPPER. ROOFTOP GROUNDING RIND SFW1 BE BONDED TO THE
EXISTING GROUNDING
OPERATIONAL SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAN CHECKED BY: GPL
B. ALL ELECTRICAL EQUIPMEINI' UNDER THIS CONTRACT SHALL BE PROPERLY TEST , ADJUSTED,
1. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN. WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY).
ED
AND ALIGNED BY THE SUBCONTRACTOR S. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS. IN ACCORDANCE
EAR -3 - IXlt�rru1N WITH MANUFACTURERS PUBLISHED TORQUE TIGHTENING VALUES FOR CONNECTORS AND BOLTS.
C. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINNO, TRENCHES, WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT AVAILABLE, TIGHTEN CONNECTIONS
TO
BACKFILUNG, AND REMOVAL OF EXCESS DIRT. 3.1 GENERA -: COMPLY WITH TIGHTENING TORQUE VALUES SPECIFIED IN UL TO ASSURE PERMANENT AND
D. THE SUBCONTRACTOR SHALL FURNISH TO THE OWNER WiTH CERTIFICATES OF A FINAL A ALL MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WiTH THE MANUFACTURER'S EFFECTIVE
GROUNDING.
INSPECTION AND APPROVAL FROM THE INSPECTION AUTHORITIES HAVING JURISDICTION. RECOMMENDATIONS, 6. SUBCONTRACTOR SHAT VERIFY THE LOCATIONS OF GROUNDING TIE -IN-
POINTS TO THE EXISTING
B. EQUIPMENT SHAD BE TIGHTLY COVERED AND PROTECTED AGAINST GIRT OR WATER, AND AGAINST CHEMICAL GROUNDING SYSTEM. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE
WADE BY THE
E B
THE SUBCONTRACTOR SHALL PREPARE A COMPLETE SET OF AS -BUILT DRAWINGS, DOCUMENT EXOTHERMIC WELD PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
ALL WIRING EQUIPMENT CONDITIONS, AND CHANGES WHILE COMPLETING THIS CONTRACT. THE
OR MECHANICAL INJURY DURING INSTALLATION AND CONSTRUCTION PERIODS. INSTRUCTIONS.
AS -BUILT DRAWINGS SHWA. BE SUBMITTED AT COMPLETION OF THE PROJECT 3.2 LABOR AND WORKMANSHIP:
7. ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS. EXOTHERMIC WOOED
PART - 2 - PRODUCTS CONNECTIONS SHALL BE APPROVED BY THE INSPECTOR HAVING JURISDICTION BEFORE BEING
A. ALL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL SYSTEM PERMANENTLY CONCEALED.
2.1 GENERAs SHALL BE INSTA BY EXPERIENCED WIREMEN, IN A NEAT AND WORKMAN LIKE MANNER.
B. ALL ELECTRICAL. EQUIPMENT SHALL BE ADJUSTED, ALIGNED AND TESTED BY THE SUBCONTRACTOR AS S. APPLY CORROSION - RESISTANCE FINISH TO FIELD CONNECTIONS AND PLACES WHERE
FACTORY
A. ALL MATERIALS AND EQUIPMENT SHALL BE UL LISTED, NEW, AND FREE FROM DEFECTS. APPLIED PROTECTIVE COATINGS WAVE BEEN DESTROYED. USE KOPR- SHIELD ANTI - OXIDATION
o 02/12/1: BSUM FM COmRUCMN
REQUIRED TO PRODUCE THE INTENDED PERFORMANCE, COMPOUND ON ALL COMPRESSION GROUNDING CONNECTIONS.
B. ALL TEEMS OF MAATMIALS AND EQUIPMENT SHALL. BE ACCEPTABLE TO THE AUTHORITY HAVING C. UPON COMPLETION OF WORK, THE SUBCONTRACTOR SHAL THOROUGHLY CLEAN ALL EXPOSED EOUIPMEFlT,
REV DATE DESMPTbH
JURISDICTION AS SUITABLE FOR THE USE INTENDED, 9, A SEPARATE. CONTINUOUS, INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN
REMOVE ALL LABELS AND ANY DEBRIS, CRATING OR CARTONS AND LEAVE THE INSTALLATION FINISHED AND ALL FEEDER AND BRANCH CIRCUITS:
C. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND READY FOR OPERATION,
SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL. CODE 80NO ALL INSULATED GROUNDING BUSHINGS WITH A BARE 6 AWG GROUNDING CONDUCTOR TO A
s.3 COORDINATION: 10. GROUND BUS. ®11161111f1 f® j
D, ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING EQUAL TOOK ` ®I®
GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED. 10,000 AIC A. TH E SUBCONTRACTOR SHALL. COORDINATE TH E INSTALLATION OF ELECTRICAL ITEMS WITH LIRE
11. DIRECT BURIED ® ®� ® ® ®� C V � ® ®®
MINIMUM. VERIFY AVAILABLE IED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH Q 3tr
ELECTRICAL EQUIPMENT. 3.4 INSTALLATION: LABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATINO OF OWNER- FURNISHED EQUIPMENT DELIVERY SCHEDULE TO PREVENT UNNECESSARY
DELAYS IN THE TOTAL WORK. D RUED GROUNDING
OR 6' BELOW TH E FROST LINE, USE THE GREATER of THE fOF 31
2.2 MATERIALS AND EQUIPMENT: :� * +.
A CONDUIT
A. CONDUIT: 12. ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED IN DANIEL K.
(L
® r
I. ALL ELECTRICAL WIRING SHALL BE INSTAL IN CONDUIT AS SPECIFIED. NO SCHEDULE 40 PVC CONDUIT. d,
1, RIGID METAL CONDUIT ((RMC SHALL BE HOT-DIP GALVANIZED INSIDE AND OUTSIDE CONDUIT OR TUBING OF LESS THAN 1/2 INCH TRADE SIZE. LE6LANC
13. THE INSTALLATION OF CHEMICAL ELECTROLYTIC GROUNDING SYSTEM IN STRICT ACCORDANCE WITH w. E_
INCLUDING ENDS AND 1TNRF�S AND ENAMEED OR LACQUERED INSIDE IN ADDITION TO MANUFACTURER'S INSTRUCTIONS. REMOVE SEALING TAPE FROM LEACHING AND BREATHER HOLES.
¢ CS
y
GALVANIZING. 2. PROVIDE RMC CONDUIT FOR ALL EXPOSED EXTERIOR CONDUIT UNLESS OTHERWISE NOTED: INSTALL PROTECTIVE BOX FLUSH WITH GRADE. A Q
2. LUQUIDTIGHT FLEXIBLE METAL. CONDUIT SHAT BE UL LISTED. 3. PROVIDE SCHEDULE 40 PVO OR RMC CONDUIT BELOW GRADE 36' MINIMUM. ALL 90 DEGREE BENDS �j
®
3. CONDUIT CLAMPS, STRAPS AND SUPPORTS. SHALL BE STEEL OR (MALLEABLE IRON. ALT. SHALL 1 +. ERN£ GROUND RODS UNTIL OOPS ARE A MINIMUM DISTANCE OF 36' DEPTH OR
6 BELOW FROST RMC. EXPANSION JOINTS ARE REQUIRED ON All CONDUIT RISERS. LINE, USING THE GREATER OF THE TWO DISTANCES. s�s®gr�. ® ®� ®®
FITTINGS SW41 BE COMPRESSION AND CONCRETE TIGHT TYPE. GROUNDING BUSHINGS WITH 4' R FLEASE S TEEL CO O USE uDI DIRECT CONNECTION F OIM UI MET WITH MOVEMENT'.
15. IF COAX ON TH E ICE BRIDGE IS MORE THAN 6 Fr. FROM THE GROUNDING BAR AT TH E BASE OF ®® ®
VIBRATION.
INSULATED THROATS SHALL BE INSTALLED ON ALL CONDUIT TERMINATIONS. O AL CONDUIT FOR OUTDOOR THE TOWER A SECOND GROUNDING BAR WILL BE NEEDED AT THE END
OF THE ICE BRIDGE. TO f® IIiI®
APPLICATIONS, INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF CONNECTION TO GROUND WE COAX CABLE GROUNDING KITS AND IN -UNE ARRESTERS. J
4, NONMETALLIC CONDUIT AND FITTINGS SHALL BE BE SCHEDULE 40 PVC. INSTALL USING EQUIPMENT MOUNT ON SUPPORT TO ALLOW FOR EXPANSION AND CONTRACTION. A
V10LATpH OF TAW FOR ANY PI RSON.
SOLVENT CEMENT - TYPE JOINTS AS RECOMMENDED BY THE MANUFACTURER, S. A RUN OF CONDUIT BETWEEN BOXES OR EQUIPMENT SMALL NOT CONTAIN MORE THAN THE EQUIVALENT OF 16. SUBCONTRACTOR
SHUN. REPAIR, AND /OR REPLACE, EXISTING GROUNDING SYSTEM COMPONENTS UNL rt I T5 THEY ARE ACTING UNDER THE DitE '
B. CONDUCTORS AND CABLE: THREE QUARTER BENDS. CONDUIT BEND SHALL BE MADE WITH THE UL LISTED BENDER OR FACTORY 90 DAMAGED DURING CONTRUCTI
SON AT THE SUBCONTRACTORS EXPENSE. OF A LICENSED PROFESSIONAL ENGINEER,.. .
I. CONDUCTORS AND CABLE SHALL BE FLAME - RETARDANT, MOISTURE MAID HEAT RESISTANT DEGREE ELBOWS MAY BE USED, 3.5 ACCEPTANCE TESTING: TD ALTER THIS DooW
a.
THERMOPLASTIC, SINGLE CONDUCTOR, COPPER, TYPE THHN -2, 600 VOLT, SIZE AS 6. FIELD FABRICATED CONDUITS SHAD. BE CUT SQUARE WiTH A A CERTIFIED PERSONNEL USING
CERTIFIED EQUIPMENT SAIL PREFORM REQUIRED TESTS MELD SUBMIT
INDICATED, 12 AWG SHALL BE THE MINIMUM SIZE CONDUCTOR USED. CONDUIT CUTTING TOOL AND REAMED TO PROVIDE A SMOOTH INSIDE SURFACE. CERTIFIED TEST REPORTS UPON COMPLETION.
2. 10 AWG AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED AND 8 AWG AND 7. PROVIDE INSULATED GROUNDING BUSHING FOR ALL CONDUITS. OMAHNE1037- 1 14$77
LARGER CONDUCTORS SHALL BE STRANDED, B. WHEN MATERIAL AND /OR WORKMANSHIP IS FOUND NOT TO COMPLY WITH THE SPECIFIED j
REQUIREMENTS, THE NONCOMPLYING ITEMS SHALL BE REMOVED FROM THE PROJECT SiTE AND ®LAIR
8. SUBCONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING (ONSTRUCnON. TEMPORAR`( !
3. SOLDERLESS, COMPRESSION -TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL OPENINGS IN TH E CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF MOISTURE
REPLACED WITH ITEMS COMPLYING WITH TH E SPECIFIED REQUIREMENT' PROMPTLY AFTER RECEIPT OF COLLEGE DR. AND 32ND STREET
OR FOREIGN MATTER. SUBCONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN MATERIALS NOTICE FOR NON - COMPLIANCE.
STRANDED CONDUCTORS THAT CANNOT BE REMOVED. BLAIR, NE 68008
C. TEST PROCEDURES: NSB RAWLAND
4. STRAIN -SHALL SUPPORTS GRIPS SHALL BE, HUBBELL THE OR APPROVED EQUAL 9. ALL CONDUTiS SHALL BE SWABBED CLEAN BY PUWNG AN APPROPRIATE SIZE !MANDREL THROUGH THE
CABLES SHAT BE SUPPORTED IN ACCORDANCE WITH THE NEC AND CABLE MANUFACTURERS CONDUIT BEFORE INSTALLATION OF CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND
I. ALL FEEDERS SHALL HAVE INSULATION TESTED AFTER INSTALLATION, BEFORE CONNECTION TO
RECOMMENDATIONS, CONDUIT DEVICES. THE CONDUCTORS SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. TESTING
S. ALL CONDUCTORS SCULL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL SHALT. BE FOR ONE MINUTE USING IOOOV DC. PROVIDE WRITTEN DOCUMENTATION FOR ALL TEST
BOXES, J- BOXES, EQUIPMENT AND CABINETS AND SHALL. BE IDENTIFIED WITH APPROVED 10. INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUITS. IDENTIFY PULL STRINGS AT EACH END.
LISTED TO SUBCONTRACTOR, SHEET TITLE
PLASTIC TAGS (ACTION CRAFT, BRADY. OR APPROVED EQUAL). 11. INSTALL T HIGHLY VISIBLE AND DETECTABLE TAPE 12' ABOVE ALL UNDERGROUND CONDUITS AND 2. PRIOR TO ENERGIZING
CIRCUITRY, TEST WIRING DEVICES FOR ELECTRICAL CONTINUITY AND PROPER
CONDUCTORS, POLARITY CONNECTIONS. GENERAL NOTES
C DISCONNECT SWITCHES: 12, CONDUITS SHALT. BE INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED 3. MEASURE AND RECORD VOLTAGES BETWEEN PHASES
AND BETWEEN PHASE CONDUCTORS AND
I. DISCONNECT SWITCHES SHALL BE HEAVY DUTY DEAD- FRONT, QUICK -MAKE, QUICK - BREAK, CONDENSATION. NEUTRALS. SUBMIT A REPORT OF MAXIMUM AND MINIMUM VOLTAGES
EXTERNALLY OPERABLE, HANDLE LOCKABLE AFID INTERLOCK WITH COVER IN CLOSED ED TEST VALUES AND
OT
METHOD. PROVIDE PLOTTED 4. PERFORM GROUNDING TEST TO MEASURE GROUNDING RESISTANCE OF GROUNDING SYSTEM USING
POSITION, RATING AS INDICATED. UL LABELED FURNISHED IN NEMA 3R ENCLOSURE 13. PROVIDE CARE DRILLING AS NECESSARY FOR PENETRATIONS TO ALLOW FOR RACEWAYS AND CABLES TO 8E
THE IEEE STANDARD 3 AL- OT SHEET NUMBER
SQUARE -D OR APPROVED EQUAL ROUTED THROUGH THE BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS. SLEEVES AND OR -POINT LOCATION SKETCH. NOTIFY THE "FLLOO F- POTQNTW°
EN IMMEDIATELY IF MEASURER VA OVER 5 OHMS.
PENETRATIONS IN FIRE RATED CONSTRUCTION SHAD. BE EFFECTIVELY SEALED WITH FIRE RA MATERIAL
WHICH SWUM MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FIRE STOPS AT FLOOR
PENETRATIONS SHA PREVENT PASSAGE OF WATER, SMOKE, FIRE. AND FUMES. ALL MATERIAL SHALL BE
UL APPROVED FOR THIS PURPOSE.
i
i
N 0 T I C E rC - UT - 1 O
AFL
aut
4300 MARKET POINTE DR.
BLOOMINGTON, MN 55435
Beyond This Point you are Beyond This Point you are
entering a controlled area where RF entering a controlled area where RF
emissions may exceed the FCC emissions may exceed the FCC
General Population Exposure limits. Occupational Exposure limits. GENERA SIGNAGE GUIDELINES
Fo workiingn p aRFenvironment. site guidelines for w orking a F.Fen an roineguidelnt ines INFO SIGN #1 IPFOSIGN*2 INFOSIGN#3 INFOSIGN#4 Striping NOTICESIGN
CAUTION SIGN n
f worknginvironm for worng inRFenvirome
ALERTING SIGN StPUC1Ufe Ty '
Towers
rd:arent s.,wlrot �'� � ed:actn ,aavrrol �' auc NO SCALE entrance Bates,
At the height of the
NbnopWaftnophoftnopakn shelter doers OR on ct birig side of the On backside of On the side of fast clinibing step 10850 GRANDVIEW DR NE
ALERT} G SIG the outdoor Tower Antennas Antennas rrin. 9ftabove OVER PARK KANSAS 66210
NO SCALE
S cabinets 913) 4�8 °2000
A Around
entrance gates, At the height of the
T shelter doors OR on cl nbing sloe of the On backside of On the side of first clirnbi step,
SCE Tow ers! Tow era w kh high voltage ng
A the outdoor Tower Antennas Antennas mn, Oft above
s� cabinets ground PROJECT NO: 163311
1fVA►RNINCI ,'auc Y entrance gates, on a { r10 s DRAWN BY; SAN
PROPERTY OF AT &T than3ftbelow the
DANGER DONOTTOUCHTOwrx! shelter doors OR on On backside of On the side of ; DPL light r`''te' �' Antenna and no CHECKED
BY
SrxiGOS NnzARi +u AUTHORIZED the outdoor less than 9H above Antennas Antennas
MAIDrrAR7ANADEQt7A,E P E R$ Q E`I I� I: L ®P! LY B cabinets gr ound
CtFARANCEaISfwPEN TowER p
SUPPORTSANDGtIYWIWS. A en trance ates, �,. no less
g N GP max value of fJ{PE at antenna Level
rNiueemosvw.rm,muc,aa.umurt C shelter doors OR on than ant a and no the
ilufQy Wood Poles {JPA} On backside of On the side of is: 0.99%: Notice sign; over 99%
cutbe,nn roexnwccc eveww
.ewar� =r the outdoor Anten d na Caution sign at no Tess than aft below
sralan
Antennas Antennas
etcanuumr►raaiunaAmrrie
r,.,�,wACOx,wumcaumenz. K c abinets lass than antenna and Oft a ground
out
t ® IN CASE OF EMERGE]dCENY, OR PRIOR TO entrance gates, on th e pois. no less �� �tJ04CB or Caution sign at no less than
PERFORMING MAINTENMICE ON THIS SITE, than than aft below the Oft above ground only 0 the exposure
ALERTING SIGN CALL 600- AND REFERENCE CELL Wrocefb mounted on non -.IPA poles d shelter doors OR on On backside of On the side of
SITE NUMB p9 the outdoor less Ant t then n� an 9ft above no On
Antennas Antennas exceeds exposure at at 6 13t1 above of the General round or at Publi
No SCALE t
o
Cabinets 9 oz/t7 /1� Iswm rna oOxsmucl>aN
F ground outside surface of adjacent buildings a wTI oESCAWON
JNFO Roof Tops
E At an access points to the roof X
OnAnte X X X - -- ���� it 9W,&'
T Concealed Antennas X X
antennas mounted facing outside the building X X
�,�� antennas on support structure X X DANIEL K.
F Roofview Graph: - -- -- LEBLANC
�a � I
adjacent to each E— 0
Radiation area is w+thin 3tt from antenna yellow Ro9view resu
-_ Y g.
INFO SIGN #3 Q
No SCALE diagona
'� { o
X antenna either Notice or Caution sign based on s
Radiation area is beyond aft from antenna adjacent to each striping as to
m l, hs} at antennasibarrief
bmym wbacwynaw Citxho rnma X antenna Roofview graph J ®�Otgb®
'adja t0
antennas if On backside of On the side of rr Is A vaLAnar OF LAW FW ANY P03 M,
�1C ®pd p p� A �: Access Caution s' n at the UNLESS THEY ARE A W "M TW CTION
r,.. IN ®R IYIPIT' ®IY. lUrCl l Steeples ccess to s antennas are Antennas Antennas antennas OF ` m SM PR IS ''
a�r�, �� .mnm*.:omaUUbav,rrow'arbrr�ewwa N Concealed
ACTIVE ANTENNAS ARE MOUN'rEn
❑ oanlewnwcornarwnnNG T adjacent t0
Caution sign beside
�etxc,oTMUrA+u antennas if On backside of On the side of OMAHNE1037_114877
Water Stations Inf
A o Access to In' n #1, m Oft
n,
E antennas are Antennas Antennas above ground BLAIR
N concealed COLLEGE DR. AND 32ND STREET
r..k...w .e.aw..e.r .e..•as16+rawb.mw. STAY SACKA AImIMUM
F S GLAIR, NE 68008
FROM THESE AN ANTENNAS T N Notes for Rooftop sites: NSB - RAWLAND
a..egxe.eee�m_,.wm,.sydy�w
'0» a..nAttla_wbiw Otr A 1. }tither NOTICE or CAUTION signs need to be posted at each sector as close as possible to: the outer edge of the striped off area
or the outer antennas of the sector.
4._�aedmb..: , »^�rro.er a+rmawn,no,« 2 e Roof shows on blue = Notice S ign, blue and y ellow = Caution S ign. on o _..
i..aammkvxwo karAw @b N.tltlwtlakl,Si3ef mpgn,
'� "'"" " », " °•.. " ® y 'g Y g IY yeAow - Caution S' n to be instated. SHEET TITLE
3. Should the re striping area interfere w itll any structures or
eq pin9 equipment (A/C, vents, roof hatch, doors, other antennas, dishes, etc.), RF SIGNAGE DETAILS
"out
p notify A7 &Tio modify the striping area, prior to starting the work
SHEET NUMBER
INFO SIGN #1 INF�I N#1 INFO SIGN I�GNAGE GUIDELINES CHART
NO SCALE NO SCALE NO SCALE NO SCALE