HomeMy WebLinkAboutzR-4001SetCITY OF RENTON
RENTON MUNICIPAL AIRPORT/CLAYTON SCOTT FIELD
Sheet Index
TAXIWAY B SYSTEM REHABILITATION
SOUTH PORTION RECONSTRUCTION
AIRPORT STAFF
Airport Manager - Ryan Zulauf
(425) 430-7471
Assistant Airport Manager - Jonathan Wilson
(425)430-7477
Airport Engineer - Ben Dahle, PE
(425)430-7476
REID MIDDLETON
Project Manager - Kurt Addicott, PE
(425) 741-3800
Project Engineer - Randy Hall, PE
(425) 741-3800
Project Designer - Wade Brooks
(425) 741-3800
PROJECT NO. 001-2013
FEDERAL AVIATION ADMINISTRATION
AIP NO. 3-53-0055-024
JANUARY 2014
VICINIroTY�MAP
ylss City of Renton
1055 south Grady Way
Ry2 Renton, WA 98057
Ph: 425-430-7477
LOCAT INOTDONN MAP
COVER SHEET AND ERNST INDEX
MMD AND ABBREVIATIONS
PROJECT LAYOUT PLAN
SURVEY CONTROL AND LAYOUT PIAN
SAFETY AND PHASING PIAN PHASE 1
SAFETY AND PHASING PIAN PHASE B
SAFETY AND PHASING PIAN PHASE S
SAFETY AND PHASING PIAN PHASE A
SAFETY AND PHASING PIAN PHASE S
SAFETY AND PHASING PIAN PHASE S
STAGING, TRAFFIC CONTROL AND SAFETY NOTES AND DETAILS
TEMPORARY EROSION CONTROL PLAN
EROSION CONTROL NOTES AND DETAILS
TEMPORARY CONSTRUCTION ENTRANCE PLAN AND DETAILS
TEMPORARY TAXIWAY PLN AND DETAILS
PAVEMENT REMOVAL AND DEMOUWON PLM
PAVEMENT REHABILITATION OVERVIEW PIAN
TAXIWAY E PUN AND PROFILE
TAXIWAY B PLAN AND PROFILE
TAXIWAY B PLAN AND PROFILE
TAXIWAY B PLAN AND PROFILE
TAAWAY BB PLAN AND PROFILE
RUNWAY PCO PANEL REPUOEMENT AND TRANSITION
PAVING TRANSITIONS AND DETAILS
Txwu TAXIWAY CROSS SECTIONS
Txwu TAXIWAY GROSS SECTIONS
TYPW.LL TAXIWAY GROSS SECTIONS
TYPwu TAXIWAY CROSS SECTIONS
STORE DRAINAGE PLAN
STORE DRAINAGE PLAN
STORE DRAINAGE PLAN
STORE DRAINAGE PLAN
DRAINAGE DETAILS
DRRINAGE DETAILS
DRAINAGE DETAILS
FIRE WATERLINE AND COMMUNICATION DUCT PLAN AND PROFILE
FIRE WATERLINE AND COMMUNICATION DUCT PLAN AND PROFILE
FIRE WATERLINE AND COMMUNICATION DUCT PLAN AND PROFILE
FIRE WATERLINE AND COMMUNICATION DUCT PLAN AND PROFILE
FIRE WATERLINE PHASING AND NOTES
FIRE WATERLINE DETAILS
COMMUIICATON LINE DETAILS
PAVEMENT MARKING PLAN
PAVEMENT MARKING DETAILS
TAXIWAY EDGE LIGHTING LAYOUT PLAN
TAXIWAY EDGE LIGHTING LAYOUT PLAN
TAXIWAY EDGE LIGHTING LAYOUT PLAN
TAXIWAY EDGE LIGHTING LAYOUT SCHEDULES AND DETAILS
TAXIWAY S DFXUOUWON PLAN M OF A)
TAXIWAY B DEMOUWON PLAN U OF A)
TAXIWAY S DEMOUWON PLAN IS OF l)
TAXIWAY B DEMOUW001 PUN U OF Al
TAXIWAY B CONSTRUCTION PUN (1 OF A)
TAXIWAY B CONSTRUCTION PLAN (E OF A)
TAXIWAY R CONSTRUCTION PLAN (S OF E)
TAXIWAY B CONSTRUCTION PLAN (4 OF A)
ELECTRICAL SYSTEM DETAILS
ELECTRICAL SYSTEM DETAILS
UQHTING VAULT DETAILS
CONTROL DIAGRAMS
CONTROL DIAGRAMS
CONTROL DIAGRAMS
CONTROL DIAGRAMS
L4E1 WRONG DIAGRAM
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CONTRACTOR SiW x4 PoEW'ANY ALI FPWI GEPUE1fA PNO uPGprt igiFx COx,a AREA YJ CON
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GENERAL NOTES'
1, CONTRACTOR SHALL AFFORD A SAFETY COURSE BY THE
AIRPORT FOR NFINTS AND GAINING ON THE TAMMY
CONTRACTOR WALL ALSO ME COMES BY THE ARFACK
AND EQUIPPED MYTH A CONTRACTOR PAI AIRPORT
RADIO MY ACCOMPANIED By 0 AIRPORT EGI AT THE
2, THE AIRPORT SHALL
WAY
APPROVE ,�aooaa°4"CNSEE c/a uuREORAMENI
I THE CANTINACTOR IS RESPONSIBLE FOR ALL TRAFFIC
CONTROL REQUIRED AND NECESSARY THROUGHOUT THE
DURATION OF THE PRODUCT
SHALL FOLLOW
T OPERATIONAL
PROCEDUCONTRACTORS
ON 'ROA
AREAS (AA) WHEN DSEE SAFETY AND
X WHENED NECESSARY, ROADWAY TAXERS CONTIA). CLOCK
THE AIRPORT TARGETED? FARGO SHAL. NO PRI BY THE
CONTRACTOR TO CONTROL MY HORDES AN EGRESS FROM
THE AIRPORT PROJECT STE ROADWAY TRATIRC CONTROL
SMALL BUT All. GOAL CITY AND STAFF
REQUIREMENTS THE CONTRACTAFF IS RESPONSIBLE FOR
ANY TMO CONTRA. P -All DEVELOPMENT WHO REVIEWED
TRAFFIC CONTROL PERMITTING, AN OFFER MEMLANEWS
UNBEATEN TRAFFIC ON ROADWAYS DRUM TIC THE
ALL AEw�`E°ONDE
wSIwo REGARDED NECESSARYTO RETAILER ADEQUATE AND SAFE
AN
CONSTRUCTION TRAFFIC AND RUNNING LENwre°.LARPONATMAN
TRAFFIC
�MEARAREQUIRED
NOSE DISTORT AMEN - COP OBJECTS3OR
EQUIPMERY WOULD BE TALLER Tux u
rncELEVATION wmn son\`wcnms FAULTY
6, WITCH STAINING MEANT THE CON "M
PROSECT COMPLEVOR, CROWN PA A
ALL STAINING AREAS TO AMC
AND RESONATOR OF ALL
TO THE am. MUSING AREAS sN ucwT&
7. BE SHEI GIA THIRD GI 9 FOR TAXYWAY 8 NURSING,X CONTRACTOR GRAND. ONLY USE APPROVED HAUL FANNIE ASSHOWN UNLESS AFFRIGAR) BY THE AIRPORT AND ENGINEER
IaHiJY
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AM,
RIM m—
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AIRPORT SUPPORT VENCUE NEON
SPUR, s
I I
j x swLL BE wcm cx JF
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or PAUL rrwrRS
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GENERAL NOTES:
LEGEND:
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NOTES ALL AUSEC FUNCTION AS THE ART VEHICLE AND
® srNM
a
AIRPORT SUPPORT VENCUE NEON
9M�n MARINE MEN
E SO
2 THE CONENOTOR SPERELL DONATE AND PROTECT ALL
z
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UNDERGROUND LOTTED
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OR
FOURTH MISS sil. 9E NEI TD ORI DDNDmON.
M M w J Wrr To TE9R
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GONSTRUGnON NOTES:
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AMMMET HAVE WE RIONOT-OF-AMY AT ALL FRED, ESTATE
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NATO SHALL SOMPAND TOLD TO ML ARAMPT DETERMINED
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LEGEND:
CH V 07 (SA rvECTOW AND Mm DOUBT Of
K
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TY
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t BEEN A TMWOE FAW IS CLOSED, AIRCRAFT TIES
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TY
10
t BEEN A TMWOE FAW IS CLOSED, AIRCRAFT TIES
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CONDUNTED OM MOW MAN ONE MADE AT A TWO INLESS NOTED OTHERWISE
SEE WHESENIN AND OPEEMI FABLE ON WEElf GI 10
f�
emom ttNrnm _
GENERAL NOTES:
LEGEND:
Z
O
t BEEN A TMWOE FAW IS CLOSED, AIRCRAFT TIES
NS STAND; AND
kE NEWxu AND
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o
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— — SEES MTU t
e
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TO
2 THE C��TOR SHALL MUMMIES THE FUNDED MORE AWA
A)UI LIMITS IN THE HIM.) ME NUNEATON WEEKS
F
SHEALL TO AXED NO DEDUCED? THANT BE FEU PACT, SHALL
o
ME CLEARLY VESTS DURING THE ROSE AND MOST. SI BE
TIM 18 INCHES IN T, AND WELL NET DEBATE A
TTHESE
GG wvao TO an
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DEMOUSH EXISTING TAXIWAY EDGE LIGHT,
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2. SEE SHEETS C4.1 TO C4.4 FOR LOCATION OF
FIRE WATER LINE.
3. SEE SHEETS C6.1 TO C6.4 FOR EDGE UGHTING
PLANS AND SCHEDULES.
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PROVIDE NEW L-861T(L) TAXIWAY EDGE UGHT
AND ISOLATION XFMR ON NEW L-867 BASECAN.
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'JANUARY, 2013
no` 23-2010-007
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GENERAL NOTES:
1. SEE SHEETS G1.4 TO G1.9 FOR SAFETY AND
PHASING PLANS.
2. SEE SHEETS C4.1 TO C4.4 FOR LOCATION OF
FIRE WATER LINE.
3. SEE SHEETS C6.1 TO C6.4 FOR EDGE UGHTING
PLANS AND SCHEDULES.
KEYED NOTES:
PROVIDE NEW L-861T(L) TAXIWAY EDGE UGHT
AND ISOLATION XFMR ON NEW L-867 BASECAN.
SEE DWG E4.0 DETAILS 1 AND 7. PROVIDE 2"
PVC DIRECT BURIED CONDUITS FROM NEW
BASECAN, AND SPLICE TO EXISTING CONDUITS
(2003 2" PVC) TO RESTORE CIRCUIT PATHWAY.
SEE DWG E4.0 DETAIL 3.
PROVIDE TEMPORARY L-824 5KV CABLE (#6 OR
#8 AWG) SPANNING THE PHASE CONSTRUCTION
AREA TO MAINTAIN THE EAST TAXIWAY CIRCUIT
OPERABLE THROUGHOUT CONSTRUCTION. SEE
DETAIL 9 ON DWG E4.0.
PROVIDE BASE CAN EXTENSION AND 4"
CONCRETE SURROUND TO MATCH NEW GRADE.
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
NOTE: I - —I�"L
IF "L" DOES NOT MEASURE 1"
ADJUST SCALES ACCORDINGLY.
R-400158
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GENERAL NOTES:
1. SEE SHEETS G1.4 TO G1.9 FOR SAFETY AND
PHASING PLANS.
2. SEE SHEETS C4.1 TO C4.4 FOR LOCATION OF
FIRE WATER LINE.
3. SEE SHEETS C6.1 TO C6.4 FOR EDGE UGHTING
PLANS AND SCHEDULES.
KEYED NOTES:
PROVIDE NEW L-861T(L) TAXIWAY EDGE UGHT
AND ISOLATION XFMR ON NEW L-867 BASECAN.
SEE DWG E4.0 DETAILS 1 AND 7. PROVIDE 2"
PVC DIRECT BURIED CONDUITS FROM NEW
BASECAN, AND SPLICE TO EXISTING CONDUITS
(2003 2" PVC) TO RESTORE CIRCUIT PATHWAY.
SEE DWG E4.0 DETAIL 3.
PROVIDE TEMPORARY L-824 5KV CABLE (#6 OR
#8 AWG) SPANNING THE PHASE CONSTRUCTION
AREA TO MAINTAIN THE EAST TAXIWAY CIRCUIT
OPERABLE THROUGHOUT CONSTRUCTION. SEE
DETAIL 9 ON DWG E4.0.
PROVIDE BASE CAN EXTENSION AND 4"
CONCRETE SURROUND TO MATCH NEW GRADE.
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
NOTE: I - —I�"L
IF "L" DOES NOT MEASURE 1"
ADJUST SCALES ACCORDINGLY.
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DATE
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L-867 LIGHT FIXTURE OR 1/4" THICK
BLANK PLATE AND NEOPRENE GASKET
EXTERIOR THREADED GROUND LUG
ATTACHMENT
APPROXIMATE 4" CONCRETE SURROUND
CAST -IN-PLACE OR PRECAST
#6 AWG BARE COPPER �\
SAFETY GROUND
5/8" z 8' MIN GROUND / °
ROD, SECURE TO �
GROUND WIRE VIA
EXOTHERMIC WELD
INTERIOR THREADED GROUND LUG ATTACHMENT
STAINLESS STEEL BOLTS WITH ANTI -SEIZE COMPOUND #10 AWG STRANDED SEE SPECIFICATION REQUIREMENTS
BOND TO METAL UD FOR HANDHOLE SELECTION
12' OF CABLE NEATLY COILED
IN TURF AREAS, �¢ IN HANDHOLE
GRADE AWAY g PLACE SEALANT BETWEEN LID AND
FROM HH BOX FOR 2 -PIECE CONSTRUCTION
L-867 BASE CAN, CLASS 1, SIZE B 24"
HIGH, UNLESS NOTED OTHERWISE.^ y/ a GRS OR PVC CONDUITS AS REQ'D.
° - 2 -WAY OR 3 -WAY AS REQUIRED. IF TERM -A -DUCTS NOT USED:
GROUT AROUND INCOMING CONDUITS
FOR WALL
\� o BUSHINGS ON GRS. PENETRATIONS.PROVIDE
a / THREADED HUB BELL
X� `_. \�� 2" PVC SCH. 40
1, 2, OR 3 ... _
CONNECTIONS AS / \/ 2/ MIN C�OMPAOCTEDIN LE
DRAIN
REQUIRED OR NOTED
�GRAVEL OR SAND
TYPICAL L-887 BASE CAN DETAIL 1
SCALE: NTS E4.0
2" DEEP DRAIN GRAVEL,
COMPACTED
COMPACT NATIVE SOIL WITH
VIBRATORY PLATE
V GROUND ROD, 5/8" x 8',
EXTEND 6" ABOVE
HANDHOLE FLOOR
TYPICAL HANDHOLE DETAIL 2
SCALE: NTS E4.0
l COMPACTED
BACKFILL
PLASTIC WARNING
TAPE BURIED 6"
ABOVE CONDUIT
SAND BACKFILL
2" SCHED. 40 PVC
CONDUIT UNO BURIED
18" MINIMUM, OR
AS NOTED
2" SAND BEDDING
CLEARANCE, PARALLEL OR CROSSING, 6"
FROM ELECTRICAL, 12" FROM
TELEPHONE/GAS/WATER MINIMUM -
TYPICAL SINGLE
BURIED CONDUIT DETAIL 3
SCALE: NTS E4.0
RESTORE PAVING TO
MATCH EXISTING
`PLASTIC WARNING TAPE
18.0" MIN
RESTORE PAVING TO �� j� COMPACTED CRUSHED
BACKFILL
MATCH EXISTING 30" AGGREGATE P-209
CONCRETE ENCASEMENT P610
TAPLASTIC WARNING /RIED 6//\\� � \�// 3.0"
ABOVE CONDUIT 5,p� PLASTIC WARNING TAPE NOTE.
SAND BACKFILL 3'0SCID 40 PVC CONDUIT: BURIED 21.0" MIN. DUCTBANK IS
18.0" MIN SAND BEDDING SURROUNDED BY CONCRETE
6 \� COMPACTED CRUSHED 3.0" 3.0" (3.0" MIN). INDIVIDUAL CONDUITS SEPARATED FROM EACH
2" SCHED. 40 PVC TE P-209 OTHER BY 2.0" MIN (TYP ALL DIRECTIONS). CONDUIT SIZE
CONDUIT BURIED 18" 3.0" R- NOTED ON PLANS.
MINIMUM, OR AS CONCRETE ENCASEMENT P610
NOTED 2" SPACING MINIMUM FOR SAME VOLTAGE,
2" SAND BEDDING 3.0" 6" SPACING MINIMUM FOR DIFFERENT VOLTAGE
CLEARANCE, PARALLEL OR r NOTE: SERVICE
CROSSING, 6" FROM ELECTRICAL, 3'O" SCHD 40 PVC CONDUIT: BURIED 21.0" MIN.
2" SPACING MINIMUM FOR SAME VOLTAGE, SAND BEDDING DUCTBANK IS SURROUNDED BY CONCRETE 30 MIN).TYPICAL MULTIPLE CONCRETE
12" FROM TELEPHONE/GAS/WATER (
MINIMUM SERVICE IVIG MINIMUM FOR DIFFERENT VOLTAGE 3.0" 3.0" CONDUIT SIZE NOTED ON PLANS. ENCASED DUCTBANK DETAIL B
SCALE: NTS E4.0
TYPICAL MULTIPLE
BURIED CONDUIT DETAIL 4
SCALE: NTS E4.0
FRANGIBLE COUPLING
AND DISCONNECT PLUG -
ELEVATED BASE PLATE THREADED
UGHT GROUND LUG ATTACHMENT
L-867 BASE PLATE
#6 600V GREEN
INSULATED, TYP.
L-823 PRIMARY
CONNECTOR -
°
L-867 BASE CAN,10
EXISTING OR NEW E4.0
PROVIDE 3' SLACK MIN.
FOR ALL CONNECTIONS
NEW TRANSFORMER, SIZE
AS REQUIRED BY
MANUFACTURER
TRANSFORMER SUPPORT
STAND
TYPICAL LIGHT DETAIL 7
SCALE: NTS E4.0
TYPICAL SINGLE CONCRETE
ENCASED DUCTBANK DETAIL 5
SCALE: NTS E4.0
1/2" CHAMFER
4'
4" 4-
4'
g" DUCT MARKERS TO HAVE
DIRECTION ARROWS AS
24" REQUIRED TO REFLECT
4" DUCT INSTALLATION.
q" n
# — X 1/2" WIDE X 1/4" DEEP
INSCRIPTION (TYP.)
f INDICATES QUANTITY
24" ------- X INDICATES SIZE
TYPICAL DUCT MARKER DETAIL 8
SCALE: NTS E4.0
PROVIDE WEDGE UNDER FIXTURE OR BLANK LID TO
PROTECT CABLE
PROVIDE SPIRAL WRAPPED WARNING TAPE OR TAPE
FLAGS 10' O.C., FULL EXPOSED LENGTH
PROVIDE CONDUIT OR PIPE WHERE EXPOSED TO
TRAFFIC, PVC OR HDPE FOR FOOT TRAFFIC, STEEL
FOR VEHICLE TRAFFIC
L-824 5KV CABLE, NEW, USED, OR
SALVAGED, #8 OR #6 AWG
SPLICE IN TRENCH
L-823 PRIMARY CONNECTOR
— EXISTING LIGHT, SIGN, OR HH
TEMPORARY AIRFIELD
CABLE DETAIL 9
SCALE: NTS E4.0
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
NOTE:- .L
IF "L" DOES NOT MEASURE 1"
ADJUST SCALES ACCORDINGLY.
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"o` 23-2010-007
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LOCATE PIN
PLYWOOD OR
STEEL COVER
SUBGRADE- °
NOTES:
1. INSTALL BASE CAN.
2. INSTALL PLYWOOD COVER.
10'-9„
BITUMINOUS SURFACE/BASE FINISHED PAVEMENT
COUR
CI
SLOPE CONC
SURFACE -0.5"
rr EXIST ASPH
I OR NEW BASE
I COURSE
EXISTING 2"
CONDUIT
"IWINIJ NOTES:
BASE CAN 1. CORE DRILL PAVEMENT TO EXPOSE TOP OF
BASE CAN AS SHOWN. CORE DRILL MINIMUM
REQUIRED LARGER THAN BASE CAN DIAMETER.
REMOVE CORE.
2. MEASURE DEPTH TO CAN AND ORDER
MATCHING EXTENSION.
�2
EXTENSION, PROVIDE CORRECT JOINT FILLER
HEIGHT & DIAMETER FOR EACH
CAN INCIDENTAL TO BIDr FINISHED PAVEMENT
--\
1 SURFACE
0
° #6 BARE COPPER CONDUCTOR CONNECTED TO
° SIGN GROUND LUG AND REINFORCING MESH
.4p P-610 PORTLAND CEMENT CONCRETE, DEPTH
PROVIDE BASE CAN AND PER CML
n CONDUIT EXTENSIONS Q Q 6x6 WIRE REINFORCING MESH
AT MID -DEPTH OF SLAB
NEW GRADE
4
NOTES: \)A/ �/A��AA \%AA AA AA /AA/AjAAAiAAAiAAAiAAAiVVAiA� /\N/v
1. INSTALL BASE CAN EXTENSION AND ADJUST SO THAT LIGHT \� \\\� EXISTING SIGN BASE
FIXTURE BASE RIM IS FLUSH WITH PAVEMENT SURFACE.
2. SEAL JOINT BETWEEN EXTENSION AND ASPHALT WITH MATERIAL
PER SPECIFICATION P-605, OR APPROVED EQUAL
INSTALLATION OF
IN PAVEMENT BASE CAN 4
SCALE: NTS E4.1
MATCH FINISH GRADE
ALL AROUND
L-867 BASE WITH BLANK COVER e
E4.0
-- EDGE OF SIGN SIGN BASE WITHIN 6" OF
STATION SIGN AND BASLEVECAN
L.
SHALL BE LEVEL. SIGN
BASE OUTSIDE OF 6°
I- - - - - - - - - BUFFER MAY SLOPE 0%
1 - - - - - 6 - TO 5% AWAY FROM SIGN.
1 9T4�° 1
I- ------ L-- -------- --J
�— CONCRETE SIGN
NUMBER OF BASE P-610,
60" LEGS VARIESMONOLITHIC POUR
60" TYP WITH NO JOINTS
NOTES:
1. SEE DETAIL 2 THIS SHEET FOR TYPICAL SECTION THRU CONCRETE BASE.
2. PROVIDE SHOP DRAWINGS OF BASE DETAIL FOR SIGNS BEING PROVIDED PRIOR
TO ANY CONCRETE FORMING OR INSTALLATION.
3. IF EXISTING SIGN BASE IS RETAINED, CLEAN AND ROUGHEN SLAB, PROVIDE
EXTENSIONS FOR BASECAN AND SIGN CONNECTION CONDUIT, PROVIDE TOPPING
SLAB WITH REINFORCING MESH AS SHOWN. OR, SALVAGE SIGN AND ISOLATION
XFMR, DEMOLISH EXISTING SLAB/BASE/BASECAN, PROVIDE NEW BASE AND
BASECAN AND SPLICE/EXTEND EXISTING CONDUIT, RESTORE CABLE CONNECTION.
REINSTALL SIGN.
NEW LIGHTED SIGN BASE DETAIL 1
SCALE: NTS E4.1
NOTE: TOPPING SLAB IS AN ALTERNATIVE TO REPLACEMENT OF
EXISTING BASE.
SIGN TOPPING SLAB DETAIL 3
SCALE: NTS E4.1
R-40010 � EXISTING L-858 SIGN
L-867 BASECAN 1
WITH BLANK COVER E4.0
L-823 CONNECTOR [8: WITH 3' SLACK I� 12"
3" MIN, 6" MAX �i
EXISTING L-830 ISOLATION
TRANSFORMER
2" GRS
NOTE: DISREGARD BASE/PAD/CAN CONSTRUCTION NOTES FOR
INSTALLATION ON EXISTING BASE.
SUPPORT WITH FRANGIBLE COUPLING, FOOT FLANGE
WITH 9/16°x3" ANCHOR BOLTS AND EXPANSION OR
EPDXY ANCHORS, TYP.
SIGN TETHER, TYP. �-1" CHAMFER, TYP.
6" J
CONCRETE BASE P-610,1
SIZED TO MATCH SIGN E4.1
4" DEEP MIN. CRUSHED
AGGREGATE BASE COURSE
TYPICAL LIGHTED SIGN ON
NEW OR EXISTING BASE DETAIL 2
SCALE: NTS E4.1
AIRFIELD SIGN BASE SCHEDULE
MODULE
SIZE 1 SIGN BASE
LENGTH
SIZE 2 SIGN BASE
LENGTH
SIZE 3 SIGN BASE
LENGTH
SIZE 4 SIGN BASE
LENGTH
SIZE 5 SIGN BASE
LENGTH
1
29
3642
48
42
2
59
72
85
N A
N/A
3
88
107
121
N/A
N/A
4
117
143
169"
N/A
N/A
SIZES NOTED ARE TYPICAL. VERIFY FOR VENDOR SELECTED.
P-610 PORTLAND
CEMENT CONCRETE
COMPACT NATIVE SOIL
6x6 WIRE REINFORCING MESH
AT MID -DEPTH OF SLAB
LUG
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
NOTE:- .L
IF "L" DOES NOT MEASURE 1"
ADJUST SCALES ACCORDINGLY.
T-400111 R-400160
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CONTROL RELAY ENCLOSURE IMAGE �t�►
SCALE: NTS E4.2
TO RWY & TWY B CCRs
SCO (SERIES CUTOUT), TYI
BEACON CONTACTOR
RWY TWY B
CCR
PAPI/REIL CONTROLLER BELOW WIREWAY, CONTROL RELAY
ENCLOSURE ABOVE WIREWAY
FLOOR PENETRATION TO
AIRFIELD CIRCUIT
TWY A
CCR
R-40010
LIGHTING VAULT ENLARGED PLAN 1
SCALE: 3/4" = 1'-0" E4.2
SCO CABINET 2
SCALE: NTS E4.2
PANLL LV
CT ENCLOSURE, METER
ABOVE
ATS -B
EXISTING METER, TYP
GENERALSCA-e�l FEET
NOTES:
24"x24"x6" STEEL NEMA 1 HINGED COVER
ENCLOSURE, PROVIDE "HIGH VOLTAGE" WARNING
PLACARD ON COVER, 8"x10" MIN. INSTALL
LAMINATED COPY OF MANUFACTURER'S SCO
INSTRUCTION DIAGRAM INSIDE OF COVER.
L-824 5KV TYPE C. PROVIDE SERVICE LOOP
ADEQUATE TO REACH ANY SCO, TYP.
#8 AWG BARE COPPER FROM CONDUIT
GROUND BUSHING TO SCO GROUND LUGS
TO TWY A CCR
TO FLOOR PENETRATION
TO AIRFIELD
MODIFY/MATCH EXISTING CONDUIT TYPE AND
SIZE, TYP
1. ALL EQUIPMENT SHOWN IS EXISTING UNLESS
NOTED OTHERWISE.
KEYED NOTES:
REPLACE EXISTING 7.5KW CCR WITH 4.OKW CCR.
EXISTING POWER SUPPLY WIRING WAS INSTALLED
IN 2003 AND MAY BE REUSED. REPLACE
PANELBOARD CIRCUIT BREAKER TO MATCH CCR
MANUFACTURER RECOMMENDATION.
PROVIDE NEW SCO CABINET BELOW REIL
CONTACTOR. ROUTE OUTPUT OF ALL 3 CCRs
THROUGH SCOs. SEE DETAIL 2, THIS SHEET.
TAXIWAY CCRs CURRENTLY DO NOT OPERATE AT
3—CLICKS ON RADIO CONTROL. MODIFY
CONTROL WIRING TO HAVE TAXIWAY CCRs MIRROR
RUNWAY CCR ON RADIO CONTROL:
3—CLICKS = LOW, B10
5—CLICKS = MED, B30
7—CLICKS = HI, 8100
SEE E4.3 FOR DIAGRAM.
CALL 48 HOURS
BEFORE YOU DIG
1-800=424=5555
NOTE: i - .L
IF "L" DOES NOT MEASURE 1"
ADJUST SCALES ACCORDINGLY.
T-400112 R-400161
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DATE
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Ngo` 23-2010-007
T-400112 R-400161
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PANEL
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RADIO CONTROL 7 CLICKS
PANEL
RELAY BOX e
E4.4
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CONTACTOR BOX
N
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B30
R-40010 B100
TAXIWAY TOGGLE
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RUNWAY
REGULATOR
N
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B30 TAXIWAY A
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B100 I
~— J
RZ NEW RELAY
L J
trob
(RAD:1000NTROL PANEL)
LOCAL ON/AUTO
— —
L — — — — — — — — — — — — — —
RADIO CONTROL -WIRING DIAGRAM 1
SCALE: NTS E4.3
REIL CONTACTOR
GENERAL NOTES:
1. INFORMATION SHOWN IS HISTORIC AND HAS NOT
BEEN VERIFIED. AS -BUILD AS REQUIRED.
2. DIAGRAMS DO NOT SHOW CONNECTION OF TWY B
CCR. AS -BUILD TWY B WIRING.
3. PREPARE MARK-UP SHOWING RECOMMENDED
CHANGES TO MAKE TWY CCRS MIRROR THE RWY
CCR FOR RADIO CONTROL SUBMIT FOR
ENGINEER APPROVAL BEFORE IMPLEMENTING.
4. TOWER CONTROLS SHALL REMAIN AS -IS.
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-6666
NOTE: i - .L
IF "L" DOES NOT MEASURE 1"
ADJUST SCALES ACCORDINGLY.
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— —
L — — — — — — — — — — — — — —
RADIO CONTROL -WIRING DIAGRAM 1
SCALE: NTS E4.3
REIL CONTACTOR
GENERAL NOTES:
1. INFORMATION SHOWN IS HISTORIC AND HAS NOT
BEEN VERIFIED. AS -BUILD AS REQUIRED.
2. DIAGRAMS DO NOT SHOW CONNECTION OF TWY B
CCR. AS -BUILD TWY B WIRING.
3. PREPARE MARK-UP SHOWING RECOMMENDED
CHANGES TO MAKE TWY CCRS MIRROR THE RWY
CCR FOR RADIO CONTROL SUBMIT FOR
ENGINEER APPROVAL BEFORE IMPLEMENTING.
4. TOWER CONTROLS SHALL REMAIN AS -IS.
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-6666
NOTE: i - .L
IF "L" DOES NOT MEASURE 1"
ADJUST SCALES ACCORDINGLY.
T-400113 R-400162
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DATE
JANUARY, 2013
°cE 23-2010-007
T-400113 R-400162
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RELAY BOX DIAGRAM 1
SCALE: NTS E4.4
GENERAL NOTES:
1. INFORMATION SHOWN IS HISTORIC AND HAS NOT
BEEN VERIFIED. AS -BUILD AS REQUIRED.
2. DIAGRAMS DO NOT SHOW CONNECTION OF TAY B
CCR. AS -BUILD TWY B WIRING.
3. PREPARE MARK-UP SHOWING RECOMMENDED
CHANGES TO MAKE TWY CCRS MIRROR THE RWY
CCR FOR RADIO CONTROL SUBMIT FOR
ENGINEER APPROVAL BEFORE IMPLEMENTING.
4. TOWER CONTROLS SHALL REMAIN AS -IS.
CALL 48 HOURS
BEFORE YOU DIG
1-800=424=5555
NOTE: i - .L
IF "L" DOES NOT MEASURE 1"
ADJUST SCALES ACCORDINGLY.
T-400114 R-400163
z
O
rc
H
6
q
Z�A
Qto
LIJH
<_ zo&sl �
q�
z
Qli
Z
N Qj
Qj
� Nc y
� � s
LE
Z
O
F Q
C)F
C) J
� m
¢ Q
Lu
g
U
2
LLI
Z
Q
Z }
N
J
O
I m
�
0}
Z
O
z
0
U
O
N
SCALE AS NOTED
`S DCR
SHEET "°
E4.4
`".
MFA
OF SlEm
DATE
JANUARY, 2013
NSC` 23-2010-007