proposed highway project achhe-ooos(450)/62212...
TRANSCRIPT
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STATE OF ALASKA DEPARTMENT OF TRANSPORTATION
& PUBLIC FACILITIES ---=======~:> • <~=========--
PROPOSED HIGHWAY PROJECT ACHHE-OOOS(450)/62212
STEESE HWY/FARMERS LOOP ROAD SIGNAL ' &-. INTERSECTION
IMPROVEMENTS '1 AS-BUILT PLANS 1
Inltiala: bb Dale: .E 12.2.1 0'+ • 1-~ Contrllct<>r: £""c.I"'!)I~e.. k"d..su.p.~ ",,,ci ? ... ~.~'l \~. ~
oatWStarted: fYl""1 7 . .;lao'"
DatvComplete'd: :s e,,+e~ '0 ....... IS, ;l.oo"f
Project Engineer': _'od) JiIA 0. n g 'of 0.('\ G ... ; f.f; Y'\
ProlectEnglneer': ("'.....,., --h~~'9 ~'..".. ____ I
., CtHtIfy IhIII revl.lons 1o _ ""'/Ill """*' during con_on ere In RED lind th.",fORl the plsnll ",. lin .ccunite rwcord of CDna
FAIRBANKS
PRO.JECT AREA
PROJECT DESIGNATION YEAR SH,gr s~~ N~---+------~----~--~~~~~
STATE
N ALASKA .ACHHE-OOOS(450) 2003 1 24 ~~~~--~~-,--~~--~~~~~
CDS ROUTE: 15iooo UILEPOINT: 2.60 TO 2.80 U:\Traffic\62212 Steese-Formersloop\Drofting\62212s01-TJtJe
INDEX or SHEETS SHEET NO. DESCRIPTION
1 TITLE SHEET 2 .1YPICAL SECTION
ESTIMATE OF QUANTITlES ~ GENERAl NOTES 3 EROSION SEDIMENT AND CONTROL MAP
AND OBSTRUCTION REMOVAL 4 ASPHALT P\.ACEMENT 5 ISWID DETAILS 6 SIGNAL LAYOUT 7 WIRING DIAGRAM 8 DETEcnoN '" SIGNAL SCHEDULES 9 DETECTION SCHEDULE
10 JUNCTION BOX AND SIGNAL SCHEDULES 11 SIGNAL POLE DETAILS 12 SIGNAL POST '" FlASHER DETAILS
13-14 DETECTION LOOP DETAILS ; 15 CONTROlLER DETAIl C; ." 16 CONTROLlER 8c JUNCTION BOX DETAILS
17 UGHTPOLE 8c JUNCTION BOX DETAILS 18 SIGNING 19 SIGNING SUMMARY ~D NOTES 20 SIGN FRAMING DETAILS 21 SIGN MOUNTING DETAILS 22 UGHlPOLE SIGN BRACING DETAILS 23 STRIPING 24 TRAFFIC CONTROl DEVICES
THE FOllOWING STANDARD DRAWINGS APPlY TO TItS PROJECT:
A-1 C-03.10, C-04.12, C-05.10 1-20.13. 1-22.01 , 1-81.00 L-23.01 S-00.10, 5-01.00, S-5.01, S-20.10, S-30.03, 5-31.00 T-20.01, T-21.02, T-22.03, T-23.00, T-30.10, T-31.00, T-34.01, T-52.15
PROJECT SUMMARY WIDTH OF PAVEMENT 4 TO 28 FEET LENGlH OF GRADING 900 FEET + SPOT REPAIRS LENGTH OF PAVING 900 FEET + SPOT REPAIRS LENGTH OF PROJECT 900 FEET + SPOT REPAIRS
DESIGN DESIGNATIONS AVERAGE DAILY TRAFFIC (ADT) (2002) 11 ,850 AVERAGE DAILY TRAFFIC (ADT) (2025) 16,500 DESIGN HOUR VOLUME (DHV) 12% PERCENT TRUCKS (T) 4% DIRECTIONAL SPUT (D) 40/60 EAL's (DESIGN LANE) 2020 3,431,153 DESIGN SPEED MPH (V) 65 MPH
P\.N6 DEVELOPED:': STATE OF ALASKA DEPARTMENT OF TRANSPORTATION
Be A/b!,;t".u.. ~.
UNDER lHE SUPERlllSlON OF:
PUBLIC FACILITIES
~~ DATE «,,"/03 Dovid T. Bloom, P.E.
_ EII9i-. DeIIQn 4t ~lnMr1n9 ~
D FOR CONSTRUCnON
~~---:;~.~~.~!!!::::=-_ DATE: ~.::.l!±.P3
g~------------------------------------------------------------------------------------------------~------~~~==~~~~~--------~
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ESTIMATE OF QUANTITIES ITEM NO. PAY ITEM UNIT PAY QUANTITY ESTIMATED QUANTITY 201 28 GRUBBING LUMP SlJM ALL REQUIRED 2021 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LUMP SlJM ALL REQUIRED 20.3 (f,J BORROW co~ \ 6¥¥hI-}oN ~ \:LO" TOI'fS. 301 5 AGGREGATE BASE COURSE, GRADING 0-1 LUMP SUM ALL REQUIRED *140 CUBIC YARDS 3064 AlB LUMP SUM ALL REQUIRED *125 CUBIC YAROS 401 7 ASPHALT CONCRETE PAVEMENT, TYPE II, CLASS B LUMP SUM All REQUIRED *120 CUBIC YARDS 6087 ISLAND LUMP SUM All REQUIRED 615 1 STANDARD SIGN SQUARE FOOT 386:Z5 'J'Il..~o 640 1 MOBILIZATION AND DEMOBIUZATION LUMP SUM ALl REQUIRED' 641 1) EROSION AND POllUTION CONTROL ADMINISTRATION LUMP SUM ALL REQUIRED 641 3 TEMPORARY EROSION AND POLLUTION CONTROL LUt.tP SUM ALL REQUIRED 641 4 TEMPORARY EROSION AND POLLUTION CONTROL AMENDMENTS CONTINGENT SUM ALL REQUIRED 642 1 CONSTRUCTION SURVEYING LUMP SUM ALL REQUIRED 643 2 TRAFFIC MAINTENANCE LUI.IP SUM ALL REQUIRED 643(23 TRAFFIC PRICE ADJUSTMENT CONTINGENT SlJM ALl REQUIRED 643(25 TRAFFIC CONTROL CONTINGENT SUM ALL REQUIRED 660(1 TRAFFIC SIGNAL SYSTEM COMPLETE LUMP SUM ALl REQUIRED 670(10 METHYL METHACRYLATE PAVEMENT MARKINGS LUMP SUM ALL REQUIRED
AOO'tOll'1A) l)I1'c,.H PAVltJ<z c.o~;L. L.UIf\P ~ 1''-'-~£GulUt> • ESTIMATED VOLUME NEAT UNE IN PlACE
Jloo,"O&C7A)c..llP.6 ~GU1\~ Af)JOS'mI~NT <:0\13 J-"~03IJ"'" /tLL Aeo.u"'~O
ITEM NO. 2037 3011 4017
TABLE or ESTIMATING FACTORS DESCRIPTION FACTOR
BORROW 2.0 TONS/C.Y. AGGREGATE BASE COURSE, GRADING 0-1 1.96 TONS/C.Y. ASPHALT CONCRETE PAVEMENT, TYPE II, ClASS B 110 LBS'/S.Y.-INCH
STEESE EXPRESSWAY
t.
12'~ 20' MINIMUM DISTANCE ""-
LANE (VARIES)-",,",
4' 4'
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SEE GENERAl.. NOTE No. 5 ON PLAN SHEET No. 2 FOR LONGITUDINAL JOINT LOCATION.
LE~~T-U-R-N-+/--1'--LE-~~URN ~E---t LANE
4'
= "1 SLOPE VAR~ ~
=======-===-====~.£:7 ..... ~:~--~j1 -- \ ___________ --- --------- --~Is~GE~3--~--
OF PAVfl.CENT U CLEAR AND GRUB MEDIAN 3" ASPHALT CONCRffi lI:
~~ ~::~:~:~:~:~) 3" ASPHALT TREATED BASE ---' i1i
3· AGGREGATE BASE COURSE, GRADING 0-1
SELECTED MATERIAL, TYPE A ___ ..J
NORTHBOUND STEESE EXPRESSWAY
6" AGGREGATE BASE (EXISTING) COURSE, GRADING 0 - 1 (EXISTING)
36" SELECTED MATERIAL, . TYPE A (EXISTING)
DUAL LEFT TURN LANES ONTO FARMERS LOOP ROAD
STATE PROJECT DESIGNATION YEAR SHEET TOTAL N~---4---------------r---+~~~'~~~~~ i:i ALASKA ACHHE-000S(450) 2003 2 24
GENERAL NOTES': U) !-':"U: \r':T'-raf;;;'fic'\=62::::21:-::-2 -::st;-eese----;:-Fa-rm-ers-;L.oap--;\~Dra-fti;;;·n.L,g \.-:6::::22;;:12JO=-1--q-uo ...... nts:----I
1. THIS PROJECT HAS NOT BEEN SURVEYED. ALL DISTANCES AND OFFSETS ARE APPROXIMATE. FINAL LOCATIONS AND DISTANCES WIll BE AS APPROVED BY THE ENGINEER.
2. THE ENGINEER Will SUPPLY AS-ASUILTS FROM 1994 AS REFERENCE TO RENUMBERING THE EXISTING LOOPS AND SIGNAL HEADS IN THE CONTROLLER CABINET. THIS WORK WILL INCLUDE REMOVAL OF ALL CONFUCTING CONDUCTOR NUMBERING AND INSTAWNG NEW CONDUCTOR NUMBERING LABELS IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS.
3. THE EXISTING PAVEMENT IS ASPHALT CONCRETE THAT HAS BEEN OVERLAID AND PATCHED IN SOME AREAS. THEREFORE THE CONTRACTOR SHOULD EXPECT TO ENCOUNTER VARYING DEPTHS OF PAVEMENT. PROVIDE A NEAT-UNE ClEAN SAW CUT EDGE OF 3 INCHES DEEP. REMOVAL OF ALL ASPHALT AND SAWCUTlNG IS 'SUBSIDIARY TO PAY ITEM 202(1).
4. SAW CUT EXISTING ASPHALT TO PROVIDE A CLEAN EDGE FOR JOINT WITH 'NEW ASPHALT.
5. ADJUST LOCATION OF NEW/EXISTING PAVEMENT JOINT AS NECESSARY AND AS APPROVED BY THE ENGINEER TO ALLOW USE OF STANDARD PAVING EOUIPMENT, AND SO THE JOINT FALlS EITHER ON THE LANE LINE OR THE t.lIDDLE OF THE LANE. LONGITUDINAL PAVEMENT JOINTS WILL NOT BE PERMITTED IN EXISTING OR FUTURE WHEEL PATHS.
6. EXISTING UTIUT1£S ARE NOT SHOWN ON THESE PLANS. LOCATE AND PROTECT ALL NEW AND EXISTING ABOVE AND BELOW GROUND UTILITIES BEFORE BEGINNING WORK.
7. HORIZONTAL AND VERTICAL ALlGNt.lENT WILL REQUIRE MINOR ADJUSTMENTS TO MATCH FIELD CONDmONS. THESE ADJUSTMENTS WILL BE AS APPROVED BY THE ENGINEER.
S. EXISTING ASPHALT PAVEMENT WHICH IS REMOVED MAY BE DISPOSED OF OfFSlTE OR MAY BE USED AS BACKFILL ASPHALT PIECES USED IN THE EMBANKMENT SHALL BE REDUCED IN SIZE TO LESS THAN 3 INCHES IN ANY DIMENSION AND SHALL BE PLACED IN THE BOTTOM 2 FEET OF EMBANKt.lENT. BURIED ASPHALT SHALL NOT BE WITHIN 6 INCHES OF ANY SURFACE.
9. GRADE THE MEDIAN DITCH TO DRAIN AS APPROVED BY THE ENGINEER.
10. SEED ALL DISTURBED AREAS, WHICH ARE 2 FEET BEYOND THE EDGE OF PAVEMENTS. SEEDING IS SUBSIDIARY TO PAY ITEM 641(3).
11. THE FOLLOWING MATERIALS REOUIRED FOR THE CONSTRUCTION Of THIS PROJECT Will BE STATE FURNISHED AND WILL BE AVAILABLE TO THE CONTRACTOR ON THE DATES INDICATED: SIGNAL POLE AND MAST ARM - MAY 15, 2004 LUMINAlRE ARM - MAY IS, 2004 MAST ARM MOUNTING BOLTS AND HAND HOLE COVER PlATES - MAY 15 2004
12. INVENTORY ~ STATE FURNISHED MATERIALS WITHIN 48 HOURS OF RECEMNG NOTICE TO INSPECT THE MATERIALS FROt.l THE ENGINEER. NOTIfY THE ENGINEER, IN WRmNG, OF ANY MISSING OR DAMAGED STATE FURNISHED MATERIAlS NECESSARY TO COMPLETE THE CONTRACT.
13. STATE FURNISHED MATERIALS WILL BE LOCATED AT THE DEPARTMENT'S 2301 PEGER ROAD STORAGE YARD. PRIOR TO REMOVING ANY STATE FURNISHED MATERWS FROM THE YARD THE CONTRACTOR WIll SUPPLY THE EI'iGINEER A UST OF All WATERIALS THEY PLAN TO REMOVE FROM THE YARD. THE ENGINEER Will BE PRESENT DURING THE REMOVAL TO I.NVENTDRY ALl MATERIALS REMOVED FROM THE YARD. THE CONTRACTOR IS SOlELY RESPONSIBLE FOR ANY DAMAGE OCCURRING TO THE MATERIALS REt.fOVED FROM THE YARD UNTIL FINAL ACCEPTANCE OF THE PROJECT.
TYPICAL SECTION NOTES:
(SEE PLAN VIEW SHEET NO.4)
1. THE DUAL LEFT-TURN LANES END AT THE NEW STOP BAR LOCATION, WHICH IS 7 FEET SOUTH OF ORIGINAL. POSmON.
2. LENGTH OF THE FULL WIDTH DUAL /HT-TURN LANES IS APPROXIMATELY 445 FEET.
3. MATCH EXISTING TAPER FOR THE /HT-TURN LANE BACK TO THE END OF
~'~~~~~AR=Gs ~~M~~ 873 FEET FROM NEW STOP tia""" ... ~=~: ""'~""':B""'U=iL .... TII!JIi~:""'~ ... LA-· IHN--;IiiIi----:Og] ~~~~ J... Q L - ~ *: 49111 l'lIr .!.\
~--------------~~~-------~-~~--.~--~ ~~7~~"~~ ~ TYPICAL SECTION, ESTIMATE OF ~--,;,'tJ:fAI1J ~ QUANTITIES & GENERAL NOTES'-~Y if --- ""/0) ------------------------------------------------------------------------------------------------~--------------------------------~------~~~
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INLET
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STATE PROJECT DESIGNATION YEAR ~ s;r~ N~--~~--------------r_--~~~~~ ~ ALASKA ACHHE -OOOS( 450) 2003 3 24
U:\Troffic\62212 Steese-FormersLoop\Drofting\62212s03-1
SEE GENERAL NOTE No. 5 ON PLAN SHEET No. 2 FOR LONGITUDINAL JOINT LOCATION.
, ~ ~ ------------\ \ \ , ,
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_---------~'~ DROP INLET _------------ ~ -------------- 'III _---------::------------------------------------------------------------------------- --~- -- -
~~~~~2CJII~7.C~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ II -----------U " _----------"'\'i----II _------- ,\ ~--__________ ~----------------------------------------______________________________________ -------- \I _--------.
-.....-......-11 ,,\ _-----II STEESE EXPRESSWAY U-------
SAW CUT
II ____ ------------~ (-----==----~--------~~~~~~~~~~--~--------~:-------------:----J __ ------------------------------- ------- ~ _______
----~~-~DR~;~NLET ---------------------.... - II __ --------
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PAVEMENT LEGEND
~ REMOVE PAVEMENT
EXISTING PAVEMENT
SAW CUT
INDICATES GENERAL --...-...,.---DIRECTION OF SURFACE FLOW
NOTES:
1. BASE THE SEDIMENT CONTROL MEASURES AND TEMPORARY EROSION AND POLLUTION CONTROL FEATURES ON THE DEPARTMENTS MANUAL: "ALASKA STORM WATER POLLUTION PREVENTION GUIDE."
2. EROSION CONTROL DEVICES MAY HAVE TO BE REMOVE AND INSTALLED DAILY TO ALLOW CONSTRUCTION ACTIVITIES TO PROCEED. MAINTAIN ALL DEVICES ON A DAILY BASIS INCLUDING BUT NOT UMfTED TO REMOVAL AND DISPOSAL Of ACCUMULATED SOILS. CLEANING DEVICES AND REPlACEMENT Of DAMAGED DEVICES W~TH NEW. ALL COSTS ASSOCIATED WITH THESE MAINTENANCE. REMOVAL AND REINSTALLATION ACTIVmES ARE SUBSIDIARY TO PAY ITEM 641(3).
3. THE CONTRACTOR WILL PREPARE A STORM WATER POLLUTION PREVENTION PLAN. AND HAVE IT APPROVED. PRIOR TO CONSTRUCTION.
[ AS-BUILT PlANS
:h 7/WDfI
EROStON SEDIMENT & CONTROL MAP OBSTRUCTION REMOVAL
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STATE PROJECT DESIGNATION YEAR SHEET TOTAL N~--_+--------------+_--~N=O.~SH~Ens~ ~ ALASKA ACHHE -OOOS( 450) 2003 4 24
"'~u:\;-:T:-ra-:-:ffi:-;c\-I:6:=:22:-:-12=-=St:-ee-se---::-Fa-rm-e-rs-:-Loo-p'\-!:-Dr-afti:::-·n-9f-.\6::::2-:-:21~2s04..1::---;1-1
SEE GENERAL NOTE No.5 . ON PLAN SHEET No. 2 FOR LONGITUDINAL JOINT LOCATION.
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STEESE EXPRESSWAY ,,- ---1!I~~~~~oDlmmlmsml~~05 ........ ~~~~~ ~ -----.".. ----.\\---_---------u _------ --~~
\\ ---NEW EDGE OF _u- __ -II PAVEMENT __ -
-V------------------I _---------~ ------------ ----------
--- \\ U u --- ---------------
NEW STOP 8AR--~--~-J"
---
---
PAVEMENT DETAIL
PAVEMENT LEGEND
_ NEW PAVEMENT
EXISTING PAVEMENT EDGE
NEW PAVEMENT EDGE
AS-IUILT PLANS
ASPHALT PLACEMENT g~----------------------------------------------------------------------------------------------~--------------------------------~--------~
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~
A
EDGE OF TRAVELED WAY
~ '2'LANE
- - -i-EDGE OF TRAVELED
22.9' ------1 WAY l 9'
R=2'
S'-j12' LANE-
f11' 1'r;;VARIES~
ASPHALT CONCRETE 2"
SELECTED MATERIAL TYPE "A"
SECTION A-A
~3'zr2'l DETECTABLE WARNING
12:1
EXISTING PAVEMENT
APPROXIMATE LOCATION OF POLE NO.3
6"x6" x 10/10 W.W.F.
*DIRECTION OF TRAVEL
ISLAND DETAIL
5/a"x12" STEEL DOWEL AND CAP ASSEMBLY - 1.5 FT. APART CAP . SHALL BE PACKED WITH GREASE
CONCRETE (CROSS SECTION - SIDE VIEW)
TOP OF CURB
~ __ +- PREFORMED JOINT
MATERIAL (SEALED)
TOP OF GUTTER
NOTE: ~~RM,*~'A~E~DTHE REQUIREMENTS OF SECTION 705.
S/S"x12" STEEL DOWEL & CAP ASSEMBLY TWO (2) PER JOINT. (PACK THE CAP WITH GREASE)
CURB & GUTTER (CROSS SECTION-SIDE. VIEW)
SECTION B-B
r--- 4a"--j I O.O.T.* I 000000000000-,
000000000000 I ~ ~ : ~ ~ ~ : : : : ~ ~ 24 at
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CURB RAMP DETECTABLE WARNINGS
#4 REBAR
SPECIAL ADA
CURB Be GUTTER DETAIL
STATE PROJECT DESIGNATION YEAR ~~~ ~~ N~--4---------~--+~~~~ N ALASKA ACHHE -OOOS( 4S0) 2003 5 24 ~
~U:.-:\ T:-raffi~'C\~6:-=2::-:21C;;:2""S::-tee-se---:F:-o-rme-rs-L:-o-op"t"\=-Or-:oft::-:-in-9t-.\6=-=2::-:21C;;:2s..J;:O=-7--:1~
ISLAND NOTES:
1. REMOVE ENOUGH PAVEMENT AROUND THE ISLAND TO CONSTRUCT AND PROVIDE ADEQUATE DRAINAGE TO MATCH FIELD CONDITIONS FOR NEW ROADWAY PAVEMENT, AS SHOWN ON SHEET 4. THIS WORK IS SUBSIDIARY TO PAY ITEM 60a(7).
2. DISPOSE OF ALL MATERIALS OUTSIDE THE RIGHT OF WAY AS APPROVED BY THE ENGINEER. REMOVED MATERIALS INCLUDES, BUT NOT LIMITED TO, CURB & GUTTER, ASPHALT, CONCRETE, POLE & SIGN FOUNDATIONS, AND EXCAVETED MATERIAL. THIS WORK IS SUBSIDIARY TO PAY ITEM 202(1).
3. ANY BACKFILL REQUIRED TO BRING THE ISLAND UP TO GRADE WILL BE SELECTED MATERIAL, TYPE A, AND IS SUBSIDIARY TO PAY ITEM 60a(7).
4. FINAL LAYOUT AND LOCATION OF ISLAND WILL BE APPROVED BY THE ENGINEER.
5. GRADES FOR NEW ISLAND AND CURB & GUTTER WILL BE AS APPROVED BY THE ENGINEER.
6. ALL RAMP LANDINGS WILL HAVE A MAX SLOPE OF 2" IN ANY DIRECTION.
7. RAMP LENGTHS WILL BE DETERMINED IN THE FIELD TO MATCH REQUIRED GRADES.
a. ALL RAMPS WILL INCLUDE DETECTABLE WAR:"IIINGS.
9. DETAIL DRAWINGS ON THIS SHEET, MODIFY STANDARD DRAWING 1-20.13.
10. TRANSITION CURB & GUTTER ALONG SIDEWALK RAMPS PER STANDARD DRAWING 1-20.13.
11. MINOR ADJUSTMENTS IN CURB & GUTTER DIMENSIONS MAY BE REQUIRED TO MATCH EXISTING CONDITIONS, AS APPROVED BY THE ENGINEER.
12. ADJUST SPECIAL MOUNTABLE CURB & GUTTER DETAIL TO DRAIN AWAY FROM ISLAND AS APPROVED BY THE ENGINEER.
13. REPLACE THE ROADWAY PAVEMENT STRUCTURE SURROUNDING THE ISLAND TO MATCH EXISllNG FIELD CONDITION; 6" AGGREGATE BASE COURSE, GRADING 0-1, PRIME COAT, AND 3" ASPHALT CONCRETE PAVEMENT, TYPE II, CLASS B.
AS-BUILT PLANS
R12"
4 . .. 4 • 4 ... •
4· 4 .
#4 REBAR
SPECIAL MOUNTABLE
CURB Be GUTTER DETAIL
ISLAND DETAILS
A· t 4
6"
~
. EXPANSION JOINT DETAILS ~L-____ ~~~~~~~~~~~ __________________________________________________________ ~ ____________________________ -L----
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STATE PROJECT DESIGNATION YEAR SHEET TOTAl. N~ ____ +-________________ r-__ ~~~~·~~SH~E=ETS~ :::: ALASKA ACHHE-0005(450) 2003 6 24
"'~U:'\=-Tr-of:::fi"C\~6:=2:::':21~2:-""S:::':t-ee-s-e---;F:-o-rm-e-rS"7L-OO-p"O=-r-of:::':ti:-""ng-t'-=6-=:22::-::1-=2eO-7.;7:-""-7, -1
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*FUTURE PHASES
--- PED MOVEMENT ~~ ~
~ Ir----~--. --- VEH. MOVEMENT
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I II II II II II II II
II I I
101- ~ II
~ II
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ONLY DETECTION LOOP TO JUNCTION BOX CONDUITS SHOWN: SEE SHEET NO. 7 FOR LEAD-IN SIGNAL SYSTEM, AND ILLUMINATION CONDUIT JUNCTION BOXES.
STEESE EXPRESSWAY
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WIRING NOTES
1. LABEL AlL CONDUCTORS IN POLE BASES AND JUNCTION BO~ES. 2. JUNCTION BOXES 14b, 16 AND 17 WILL BE RELOCATED. PLACE THE JUNCTION
BOXES (3) THREE FEET FROM THE NEW EDGE OF PAVEMENT AS APPROVED BY THE ENGINEER.
3. EXTENT EXISTING CONDUITS TO JUNCTION BOX 16 AND 14b. 4. PULL NEW CONDUCTOR WIRING FROM JUNCTION 16 AND 17 TO THE CONTROLLER
CABINET. 5. PULL NEW CONDUCTOR WIRING FROM JUNCTION BOX 14b TO JUNCTION BOX 140
AND SPLICE TO EXISTING CONDUCTOR. 6. JUNCTION BOX 3 MAY NEED ADJUSTMENT PRIOR TO ISLAND CONSTRUCTION. 7. ALL WORK REQUIRED TO RELOCATE AND ADJUST JUNCTION BOX LOCATIONS de
ELEVATIONS, AND CONDUIT IS SUBSIDIARY TO PAY ITEM 660(1). 8. REMOVE JUNCTION BOX 21. SPLICE THE EXISTING CONDUIT RUNS TOGETHER, AND
PULL NEW ILLUMINATION CONDUCTOR WIRE. 9. NEW, EXISTING, AND REMOVE ANNOTATED ONLY FROM THE SIGNAl OR PEDESTRIAN
POLE TO THE NEAREST JUNCTION BOX, FOR CLARITY. CONTINUE NEW, EXISTING AND REMOVE FROM NEAREST JUNCTION BOX HOME RUN TO THE CONTROLl.£R CABINET.
10. ADD ONE NEW 1 e#8 BARE COPPER GROUND WIRE TO AlL NEW OR EXISTING CONDUITS WITH ANY NEW CONDUCTORS.
[E-6pr#18 LLJ 1-2" RMC, DET
[-3e#8 ILL] 1-2" RMC, ILL. CKT U-2
~------~2S~--~~--~
~t~~i~: ~:g] 5-5c 14 PED 6-2c 14 PPB 3-0PC
1 -3 1/2" RMC, SIG
~=~~~:I~~J ~ =~~r!~~, L~ET
1-2" RMC,
[
E-7CiI4 SIG~ 1E-5e 14 SIG lE-5c 14 PED lE-2e 14 PP8 2E-OPC 1-3" RMC, SIG
1-2" RMC,
3N-Se!14 SIG 2N-Sc 14 PED 2N-2c 14 PPB 1N-OPC lR-7c'14 SIG 2R-5Ci14 SIG 2R-Sc 14 PED 2R-2e 14 PPB lR-OPC
1-3" RMC, SIG [-3e#8 ILg
1-2" PVC, ILL, CKT U-2 ~2_7CiI4 SIG] 4-5c 14 SIG 3-5c 14 PED 4-2c 14 PP8 2-0PC
1-3" RMC, SIG
~-7ciI4 SIGJ 8-5e 14 SIG 6-5c 14 PED 7-2e 14 PP8 5-0PC 1-4" RMC, SIG
~-3C#8 AAWFJ 4-6pr#18 LL I-Spr#18 LL 1-3" RMC, DET
~1-3C#8 AAWFJ 3-6pr#18 LL I-SprNI8 LL 1-3" RMC, DET
~2_7CiI4 SIG]
[1R-3c#8 ILCl l!. N-3c#8 ILhJ
1-2" RMC, ILL, CKT U-l
STEESE EXPRESSWAY
4-Sc 14 SIG 3-5c 14 PED 4-2e 14 PP8 2-0PC 1 -3" RMC, SIG
~1 - 3c#8 AAWF~ 2E-6pr#18 LL 2R-6pr#18 LL 1 N-9pr#1 B LL 1 - 3" RMC, DET
~1-7e#14 SIG J 3-5c#14 SIG 1-5e#14 PED 2-2e#14 PPB 2-0PC
1-3" RMC, SIG
fIT-6pr#18 LL J IT-2" RMC, DET
~E-7e#14 SIG, HD6~
1 E -SeN 14 SIG, HD72 2E-5c#14 PED 2E-2c#14 PPB 1 N-3" RMC, SIG
[
E- 7C#14 SIG, HD3] 3E-5c!14 SIG . lE-Sc 14 PED lE-2c 14 PPB, F 2E-OPC 1-3" RMC, SIG
CKT U-2
1-2" RMC,
~4_7eiI4 SIG~ 8-Se 14 SIG 6-5c 14 PED 7-2e 14 PPB 5-0PC 1-4" RMC, SIG
1N-3e#8 AAW~ IT-3" RMC
~8-6pr#18 LLJ l!. -Spr#18 LL 1-3" RMC, DET
[1-3" RMC, F
[-3cNB ILg 1-2" RMC, ILL, CKT U-2
CKT U-l
STATE PROJECT DESIGNATION YEAR ~~ :r~s NI~--~~-------------+---+~~~~ N ALASKA ACHHE-OOOS(4S0) 2003 7 24 ~
·\-'U."\T=-ro-;ffi=-lc.-'\6:-:2:=-21::-::2~S:7teese----=-Fo-rm-e-rs"""Lo-o""'p\~Dro--::':fti""n9+-:'62'-:'2""'12,.-1s0:-::2~--:-1 --i
14-6pr# 18 LCl l!. -3e#8 AAW[J
[2-3e#8 ILL l l!. -3eN6 PW~ 1-2 RMC
1 -2 1/2" RMC, DET
I2N-6pr#18 LLJ l!R-6pr#18 UJ 1N-2" RMC, DET
STEESE EXPRESSWAY
[N-3c*8 AAW[] ~--' 1N-2" RMC
WIRING DIAGRAM CODING LEGEND
OPC .. OPTICOM CABLE LL .. LOOP LEAD-IN INT = INTERCONNECT CABLE PWR = POWER CONDUCTORS
FOR SIGNAL CONTROLLER
ILL = ILLUMINATION RMC = RIGID METAl CONDUIT PVC = POLYVINYL CHLORIDE CONDUIT F .. FUTURE USE PPB = PEDESTRIAN PUSH BUTTON SIG = SIGNAL PED = PEDESTRIAN SIGNAl DET = DETECTION CONDUIT MWF = ADVANCED ACTIVE WARNING FLASHER
5c#14 TRAFFIC SIGNALS 7c#14 TRAFFIC SIGNALS 5cN 14 PEDESTRIAN SIGNALS 2c#14 PEDESTRIAN PUSH-BUTTON
6 pr #18 LOOP LEAD-IN CABLE
3cN8 ILLUMINATION 3c#6 SIGNAL POWER
E = EXISTING R = REMOVE N = NEW
[ AS-.~'LT PlANS ] )fs ?' /.z.z/D~
WIRING DIAGRAM
~----------------------------------------------------------------------------------------~------------------------~----~~
PHASE STATE PROJECT DESIGNATION YEAR SHEET TOTAl NO. SHEETS
LOCATION OFFSETS ARE FRO... CENTER SEQUENCE
N
OF SIGN TO C Of. SIGNAl.. POLE. ?i ~ALASKA ACHHE -OOOS( 450) 2003 8 24 ~ co
PHASING VI U:\Traffic\62212 Steese-Formersloop\DraftiIg\62212J01-de!ection VI UJ
i SIGNAL SIGN SCHEDULE - • et: 0...
SIGN LOCATION CODE AREA THICKNESS , ~ VI x
LEGEND SIZE SO.FT. FIWIED UNFRAMED REMARKS UJ
NO. POLE NO. OffSET NO. 1 5 FARMERS FAiRHILl 1 1 6 03-18 STEESE EXPV 96 X 18 12 0.125 REPLACE WITH NEW LOOP KUAU FLASH PROGRAM COLOR 2 1 0 R9-3A NO PED XING (SYMBOL) 18 X 18 2.25 0.125 REPLACE WITH NEW -- --- UJ
3 1 0 R9-3B R USE -> CROSSWALK 18 X 12 1.5 0.125 REPLACE WITH NEW VI PHASE 1 2 3 4 5 6 7 8
---~ ---6 UJ UJ
4 1 0 Rl0-4A R TO CROSS STREET - > WAIT FOR WAl..K(SYMBOL SIGNAL 9 X 12 0.125 REMOVE ~
L COLOR Rl0-3B R ... 00 ... EANING OF PED SIGNAlS 8 X 12 0.67 0.125 NEW. MODIFIED Dlt.lENSlDN l, * R R Y • R R Y 5 1 0
6 2 50 R3-5 L <-- ONLY 30 X 36 7.5 0.125 NEW SIGN ·FUTURE PHASE 7 2 50 RIO 12 ONLY LEFT TURN SYMBOL YIELD ON GREEN BALL (SYMBOL) 30 X 36 0.125 REMOVf
8 2 7 D3-1C <- FAiRHILL 168 ·)( &t .-e- 0.125 REPLACE WITH NEW
t A 1 j ,
-FUTURE PHASES
FARMERS LP RD -> ISOlC5't '7·S , --- PED MOVEMENT ,
9 2 6 D3-1B STEESE EXPY 96 X 18 12 0.125 REPLACE WITH NEW , ~ --- VEH. MOVEMENT 10 2 0 R6-1 L ONE WAY (Left Arrow) 48 X 16 5.33 0.125 REPLACE WITH NEW '.
11 2 a R6-1 R ONE WAY (Right Arrow) 48 X 16 5.33 0.125 REPLACE WITH NEW 12 2 0 R9-3A NO PED XING lSYUBOL) 18 X 18 2.25 0.125 REPLACE WITH NEW 13 2 0 Rl0-4A L TO CROSS STREET <-WAIT FOR WAl.K(SYUBOL) SIGNAl.. 9 X 12 0.125 REUOVE 14 2 0 Rl0-3B L MOD ... EANING OF PED SIGNALS 8 X 12 0.67 0.125 NEW . ... ODIFlED DI ... ENSION 15 3 - Rl0-12 LEFT TURN YIELD ON GREEN BAll (SYMBOL) 30 x 36 0,125 REMOVE ,..-
SCHEDULE 16 3 0 Rl0-4A L TO CROSS STREET <- WAlT FOR WALK(SYMBOL) SIGNAL. 9 X 12 0.125 REMOVE PED SIGNAL HEAD 17 3 0 Rl0-4A R TO CROSS STREET -> WAlT FOR WAl.K(SYMBOL) SIGNAl.. 9 X 12 0.125 REMOVE MOUNTING REMARKS lB 3 0 Rl0-3B R MOD MEANING OF PED SIGNALS 8 X 12 0.67 0.125 NEW. MODiFlED DIMENSION ;:::. .... .... TYPE :glgci v . 19 3 0 Rl0-3B L MOD MEANING OF PED SIGNALS '8 X 12 0.67 0.125 NEW. MODiFlED DIt.lENSION ........ :z i:::!:~ 20 4 50 Rl0-12 ONLY LEFT TURN SYMBOL YIELD ON GREEN BALL1SYMBOL) 30 X 36 0.125 REMOVE 1 4N P REUSE EXISTING 21 4 63 R3-S L <-- ONLY 3OX36 7.5 0.125 NEW SIGN 2 BN P REUSE EXISTING 22 4 57 R3-S L <-- ONLY 3OX36 7.S 0.125 NEW SIGN 3 as P REUSE EXISTING 23 4 7 D3 lC < - F ARUERS LP RD 168 )( 54 ~ 0.125 REPLACE WITH NEW 6E P REUSE EXISTING
I FAlRHlLL RO - > 1.jt)X' ~ ~7·S 4 6W P REUSE EXISTING
( 24 4 0 R6-1 L ONE WAY (Left Arrow) 48 X 16 5.33 0.125 REPlACE WITH NEW 4S P REUSE EXISTING
I 25 4 0 R6-1 R ONE WAY (Right Arrow] 48 X 16 5.33 0.125 REPLACE WITH NEW :
26 4 a Rl0-4A L TO CROSS STREET <-WAIT FOR WAlK{SYUBOL) SIGNAL 9 X 12 0.125 REMOVE 27 4 0 Rl0-4A R TO CROSS STREET -> WAIT FOR WAI..~{SYUBOL) SIGNAl. 9 X 12 0.125 ROAOVE 28 4 0 Rl0-3B R NOD MEANING OF PED SIGNALS 8 X 12 0.67 0.125 NEW. MOOIFlED OIt.1ENSlDN OPTICOM DETECTOR SCHEDULE 29 4 0 Rl0-3B L NOD t.tEANING OF PED SIGNALS 8 X 12 0.67 0.125 NEW. t.IODiFlED DIMENSION DETECTOR PHASE FACING PREEMPTOR
SHEET TOTAl.. '" ~SQ. FT SEE SHEET 18 FOR PROJECT TOT.eL LOCATION NO. CAlL DlR. PRIORITY REWARKS ~1~Q'4 MYJIIE SIGNAl.. HEAD 22 2 2 WEST :5 REUSE EXISTING
/JOOoI'i. SIGNAl.. HEAD 42 4 4 SOUTH 2 REUSE EXISTING ABOVE SIGNAL HEAD 62 6 6 EAST 5 REUSE EXISTING ABOVE SIGNAL HEAD 82 8 8 NORTH 4 REUSE EXISTING
ON POLE NO. 1 5 6 NORTHEAST 5 REUSE EXISTING -
BASE & JUNCTION BOX SCHEDULE PEDESTRIAN DETECTION SCHEDULE LOCATION DESCRIPTION BASE TYPE • JUNCTION REMARKS POlE PUSH BUTTON PHASE REMARKS
POLE AAWF JUNCTION REUSE T - 31-00 BOX TYPE 1 4N 4 REPLACE WITH NEW
NO. NO. BOX NO. EXISTING IA " HI VI 2 8N 8 REPLACE WITH NEW
SIGNAL POLE NO. 3 3 X NEW FOUNDATION 3 as 8 REPLACE WITH NEW
SIGNAL POLE NO. 4 4 X -REUSE EXISTING SPREAD FOOTING 6E 6 REPLACE WITH NEW
MWF NO.3- 3 X NEW FOUNDATION 4 6W 6 REPlACE WITH NEW
X-- 16 X REUSE EXISTING J-BOX 4S 4 REPlACE WITH NEW
X** 17 X REUSE EXISTING J-BOX
I I X-- 14A X REUSE EXISTING J-BOX AS-BUILT PLANS CONTROLLER BASE X --"REUSE EXISTING FOUNDATION
SIGNAL SIGNING NOTES; .71h: 7Moy • CENTER THE MWF BETWEEN THE t.tEDIAA (EDGE Of PAVEMENTS) AT THE EXISTING OFFSET DISTANCE FRO ... THE INTERSECTION
SEE PLAN SHEET NO. 11 FDR FLASHER DETAILS. 1. EXISTING PROJECT SIGNS AND t.tQUNTING BRACKETS WILL BE REMOVED AS APPROVED BY THE ""'" ENGINEER. SEPARATED AND DEUVERED TO THE DEPARTt.IENT'S YARD AT 2301 PEGER ROAD AS
#.9f.~ , -- FROM THE EXISTING LOCATION. RELOCATE J-BOXES PERPENDICULAR 4 FEET FROt.I NEW EDGE OF PAVE ... ENT. APPROVED BY THE ENGINEER. THIS WORK IS SUBSlDIARY TO PAY 1TEt.t 615(1). ~., *' .. - SEE PLAN SHEET NO. 10 FOR EXISTING SPREAD FOOTING DETAILS. ~. ' .
l·:49111 " •• - -- SEE PLAN ·SHEET NO. 14 FDR EXISTING CONTROLLER FDUNTATION DETAILS. t.:zi7»~':'~)J t
i ~LDIlD' DETECTION & SIGNAL SCHEDULES ' .... - .: ~ .~~ g -- 11,,1-.1
STATE PROJECT DESIGNATlON YEAR SHEET TOTAL
N NO. SHEETS
i::i AlASKA ACHHE -OOOS( 450) 2003 9 24 CD
U:\Trotftc\62212 Sleese-Formersl.oop\Drafting\62212J01-detecti0n2
DETECTION SCHEDULE LOOP ASSIGNMENT INSTIUATION ASC/2 DETECTOR INF"ORMATION
DmCTOR N:.S/2 PHASE CABLE DlMENSIOINS NO. CONNECT IN DET. NO. CHANNEL NO. NO. LENGTH WIDTH TURNS SERIES WITH lYPE REMARKS
NO. (tt) (tt) 20 1 2 1 6 12 3 21,22 0 INFORMATION ONLY 21 1 2 1 6 12 3 20,22 0 INF"ORMATlON ONLY 22 1 2 1 6 12 3 20,21 0 INFORMATION ONLY 23 2 2 1 6 12 3 - 1 INF"ORMATION ONLY 30 3 3 2 6 6 4 31,32 0 INFORMATION ONLY 31 3 3 2 6 6 .3 30,32 0 INFORMATlON ONLY 32 3 3 2 6 6 3 30,31 0 INFORMATION ONLY 33 4 3 2 6 6 3 - 1 INFORMATION ONLY 40 5 4 3 6 6 3 41 5 INFORMATION ONLY 41 5 4 3 6 6 3 40 5 INF"ORMATlON ONLY 42 6 4 4 6 6 3 46 1 INFORMATION ONLY 43 7 4 4 6 6 3 - 1 INFORMATION ONLY 44 8 4 3 6 6 .3 41 5 INFORMATION ONLY 4!5 8 4 3 6 6 3 40 5 INF"ORMATlON ONLY 46 6 4 4 6 6 3 22 1 INFORMATION ONLY 47 9 4 4 6 6 3 - 1 INFORMATION ONLY 60 10 6 5 6 12 3 61,62 0 INFORMATION ONLY 61 10 6 5 6 12 3 60,62 0 INFORMATION ONLY 62 10 6 5 6 12 3 60,61 0 INFORMATION ONLY ·63 11 6 5 6 12 3 - 1 INFORMATION ONLY 70 12 7 6 6 6 4 71,72 0 NEW LOOP 71 12 7 6 6 6 3 70,72 0 NEW LOOP
( 72 12 7 6 6 6 3 70,71 0 NEW LOOP 73 13 7 7 6 6 3 n 1 NEW LOOP 74 14 7 6 6 6 4 75,76 0 REPIXE EXISTING LOOP WrrH NEW 75 14 7 6 6 6 3 74,76 0 REPlACE EXISTING LOOP WITH NEW 76 14 7 6 6 6 3 74,75 0 REPlACE EXISTING LOOP WITH NEW n 13 7 7 6 6 3 73 1 REPLACE EXISflNG LOOP WITH NEW 80 15 8 8 6 6 3 81,82 5 INFORMATION ONLY 81 15 8 8 6 6 :3 80,82 5 INFORMATION ONLY 82 15 8 8 6 6 :3 80,81 5 NEW LOOP 83 16 8 9 6 6 .3 88 1 INFORMATION ONLY 84 17 8 9 6 6 3 - 1 INFORUATION ONLY 85 18 8 8 6 6 .3 86,87 5 INFORMATION ONLY 86 18 8 8 6 6 .3 85,87 5 INFORMATION ONLY 87 18 8 8 6 6 :3 85,86 5 NEW LOOP 88 16 8 9 6 6 3 83 1 INFORMATION ONLY 89 19 8 9 6 6 :3 - 1 INFORMATION ONLY Cl 20 - 3 6 6 3 - 0 INFORMATION ONLY C2 21 - 1 6 6 3 - 0 INFORMATION ONLY C3 22 - 9 6 6 3 - 0 INFORMATION ONLY
70' , OFFSET WEST SIDE OF LOOP 3 FEET FROM WEST EDGE OF YELLOW EDGE UNE, WITH BACK OF LOOP LOCATED ON STOP BAR EW:K EDGE. 71" , OFFSET WEST SIDE OF LOOP 3 FEET FROM WEST EDGE OF YELLOW EDGE UNE, AND 9 FEET FROM EW:K OF LOOP 70. 72" , OFFSET WEST SIDE OF LOOP 3 FEET FROt.I WEST EDGE OF YELLOW EDGE UN£, AND 9 FEET FROM BACK OF LOOP 71. 73' , OFFSET 38 FEET BACK FROM LOOP 72. 74' , BACK OF THE LOOP lOC'ATED ON STOP BAR EW:K EDGE. 75" , OFFSET 9 FEET FROM BACK OF LOOP 74. 76" , OFFSET 9 FEET FROM BACK OF LOOP 75. 77' , OFFSET 38 FEET BACK FROM LOOP 76. 82' o OFFSET 9 FEET FROM BACK OF lOOP 81.
I I 87' • OFFSET 9 FEET FROM BACK OF LOOP 86. AS-BUILT PLANS .-. LOOPS ARE TO BE CENTERED IN THEIR RESPECTIVE LANES UNLESS NOTED OTHERWISE. A~'9f.~
7t? 9h-z/o~ jf'-#.' *,. il'.'"4,DI ' •• ~.
J f~;~~~;'~)d
i ~LDIl8' DETECTION SCHEDULE ' . ....... . ' . . ~~~'
! .,-- '//WD.I
(
...,
a ~
g
POLE DESIGN LOADING SCHEDULE POLE NO.
2
:5
4
CORNER
SE
sw
NW
NE
LUM. ARM
L 1fT.) 15
15
15
X
15
SIGNAL ARM
L (fT.} 40 SIGNAL OR SIGN
LOCo OFFSET (fT.) SQUARE FEET
51 SIGNAl OR SIGN LOC. OFfSET (fT.) SQUARE FEET
36 SIGNAl.. OR SIGN LOCo OFFSET (fT.) SQUARE FEET
0 SIGNAL OR SIGN LOC. OFFSET (fT.) SQUARE FEET
65 SIGNAl OR SIGN LOCo OFFSET (fT.) SQUARE FEET
B c
SIGNAL SIGN SIGNAL 39 6 0
11.5 12 11.5 SIGN SIGNAl SIGNAl 50 44 32 7.5 11.5 11.5
SIGNAl.. SIGN 35 6
11.5 12 SIGNAl.. SIGNAl..
0 0 11.5 11.5 SIGN SIGNAl.. SIGN 63 57 51 7.5 11.5 7.5
lOCATION OFFSETS ARE FROM CENTER OF SIGN OR SIGNAl TO C/l OF SIGNAL POLE
TYPE G VEHICLE TRAFFIC ~-(TYP.) \.
1-SIGNAL/POLE/POST
MOUNTING HARDWARE (TYP.) (TERMINAL COMPARTMENT)
TYPE P
•
CLAM SHELL SIDE MOUNTED PED SIGNAL
TYPE 0
1-45·
USE WITH ONE OR TWO HEADS
SIGNAL HEAD/DIRECTION (TYP.) (VEHICLE OR PEDESTRIAN)
POLE/POST SIGNAL HEAD SIDE MOUNTING TYPES NTS
I MAST ARM LENGTH ALL OFFSETS ARE
o
SIGNAL 0
11.5 SIGN
7 44
SIGNAL 33
11.5
MEASURED FROM ct. OF POLE
lEt ~ F ~ CJ)
D CJ) w
C tt: a.
B CJ) x
A w FARMERS
LOOP w
I CJ) w w .... CJ)
-CLUSTER
~ I [Il iJ rnl 00 ~
12" 12" 12" 8" 8"-12" 12"
(17.5 sF) (11.5 SF) (14.1 SF) (5.95 SF) (t2.7 SF) (13.9 SF)
SIGNA!.. !::lEAD CONFI~URAIIQ~S (AREAS ARE FOR WIND lOAD CAlCULATIONS)
E F REMARKS
EXISTING POLE AND SIGNAL ARM
SIGNAL EXISTING POlE AND SIGNAL ARM 0
11.5 EXISTING SIGNAl.. ARM
RELOCATE EXISTlNG POLE
SIGN SIGNAl NEW POLE, lUM ARM, AND SIGNAL ARM 7 o 44 11.5
90'
27(1'
SIGNAL 8£ LUMINAIRE ARM ORIENTATION
PHASE SE~UENCE
PHASING
* * .- ~ F'AIRHIII 1 .5
KUAU --- ------ --6
l 17
Ii. ! I. *FUTURE PHASES --- PED MOVEMENT
-- VEH. MOVEMENT
STATE PROJECT DESIGNATION YEAR SHEET TOTAL N~ __ ~ ______________ -r __ -+~N~O~.~~~EETS~ ~ ALASKA ACHHE -OOOS( 450) 2003 10 24 G~~~~~~~~ __ ~~~~~~~~
SIGNAL NOTES: U:\Traffic\62212 Steese-FarmersLoop\Drafting\62212s08-1
1. EXISTING CIRCUITS LISTED AND SHOWN ON THE PLAN SHEETS WERE OBTAINED FROM AS-BUILTS INFORMATION. VERIFY PRIOR TO ANY WORK INVOLVING EXISTING CIRCUITS.
2. PRIOR TO DRILLING HOLES OR INSTALLING POLE MOUNTED PEDESTRIAN PUSH BUTTONS OR TRAFFIC SIGNALS, THE CONTRACTOR, WITH THE ENGINEER, WILL CHECK FOR VISIBILITY PROBLEMS AND IF NECESSARY, REVISE MOUNTING AS APPROVED BY THE TRAFFIC ENGINEER. THIS WORK IS SUBSIDIARY TO PAY ITEM 660( 1).
3. ALL EXISTING FOUNDATIONS, CONDUIT RUNS, AND JUNCTION BOXES NOTED FOR REMOVAL WILL BE EXCAVATED FULL-DEPTH AND COMPLETELY REMOVED. THE RESULTING VOIDS ARE TO BE BACK FILLED WITH SELECTED MATERIAL, TYPE A, AND COMPACTED.
4. CONSTRUCT NEW FOUNDATIONS FOR POLE NO. 3 AND THE RELOCATED ADVANCED ACTIVE .WARNING FLASHER. THIS WORK IS SUBSIDIARY TO PAY ITEM 660( 1). SEE PLAN SHEET NO. 11 FOR FOUNDATION DETAILS.
5. INSTALL NEW CABINET & CONTROLLER ON EXISTING FOUNDATION. REUSE EXISTING TRANSFORMER ATTACHED TO EXISTING CONTROLLER FOUNDATION.
6. REMOVE, SALVAGE AND DELIVER EXISTING SIGNAL POLE NO. 4 TO THE DEPARTMENT'S YARD AT 2301 PEGER ROAD. STORE AS APPROVED BY THE ENGINEER. THE REMOVAL. SALVAGE AND DELIVERING OF THE SIGNAL POLE IS SUBSIDIARY TO PAY ITEM 660( 1).
7. DELIVER ALL SALVAGE 5 SECTION SIGNAL HEADS, PUSH BUTTONS, CONTROLLER CABINET AND CONTROLLER TO THE DEPARTMENT'S TRAFFIC SIGNAL SHOP AT 2301 PEGER ROAD •
8. DO NOT REUSE EXISTING BREAKWAY SUPPORT COUPLINGS. SALVAGE THE COUPLINGS AND DELIVERED TO THE DEPARTMENT'S TRAFFIC SIGNAL SHOP AT 2301 PEGER ROAD.
9. REUSE JUNCTION BOXES 14B, 16 AND 17.
10. REUSE EXISTING ANCHOR BOLT NUTS FROM POLE NO.4.
11. REUSE EXISTING POLE NO. 3 AND INSTALL A NEW CAST ALUMINUM BASE.
12. REMOVE; AND REUSE THE OPTICOM SYSTEM. THIS WORK IS SUBSIDIARY TO PAY ITEM 660(1).
13. ALL OPTICOM DETECTORS WILL BE MOUNTED AND AIMED AT THE APPROPRIATE LANES SO AS TO PROVIDE MAXIMUM EMERGENCY VEHICLE RECOGNITION. OPTICOM DETECTORS MOUNTED ABOVE SIGNAL HEADS WILL BE INSTALLED IN A MANNER WHICH DOES NOT REQUIRE MODIFICATION TO THE SIGNAL BACK PLATES OR HEADS. MOUNT DETECTORS AS APPROVED BY THE ENGINEER.
14. INSTALL A 310 WATT MEDIUM CUTOFF, HIGH PRESSURE SODIUM FIXTURES WITH 480 VOLT MAGNETIC REGULATOR BALLAST FOR THE LIGHTING FIXTURE ON POLE NO. 4
VEHICULAR SIGNAL HEAD SCHEDULE d g INDICATIONS WOUNTlltG :z
12" BALL 12' ARROW S" BALL .... w MAST ARM SIDE TOP '" ~ R Y G R Y G R Y G LOC. ElEV. MTNG. OF ~
REMARKS
....... OFFSET PWWB. TYPE POST .... -' ~ 1 21 X X X 0 0 REUSE EXISTING
22 X X X 39 REUSE EXISTING 32 X X X 0 D NEW
2 81 X X X 0 G REUSE EXISTING 82 X X X 32 REUSE EXISTING 31 X X X 44 NEW 62 X X X 35 REUSE EXISTING
3 61 X X X 0 X REUSE EXISTING 72 X X X 0 X NEW
4 41 X X X a G REUSE EXISTING 42 X X X 33 REUSE EXISTING 71 X X X 57 NEW
I I AS-BUiLT PLANS
» 9M~
JBOX AND SIGNAL SCHEDULES
(
g
MAST ARM DATA LENGTH K BOLT CIRCLE 10' to 14' 16' to 20' 22' to 26' 13-1,12" 28' to 32' 34' to 38' 15 40' to 44'
SEE TABLE ABOVE BOLT CIRCLE DIAMETER
MAST ARM
1'j2" BOLTS
SEE TABLE ABOVE BOLT CIRCLE DIAMETER
~7--
MAST ARM CONNECTION DETAIL
(4)2" ANCHOR BOLTS WITH (2) HEX NUTS
AND (2) WASHERS PER BOLT SEE FOOTING DETAILS.
POLE BASE DEl AIL
~=-,,"H-- STIFFENER
~POLE O.D. + 1;16"
X )(
22" BOLT CIRCLE
4" X 61;2" HANDHOLE
HANDHOLE COVER
HANDHOLE DETAIL BASE PLATE
1~--------15'--------~ J
AS SPECIFIED ON PLAN
TRAVELED WAY
FOR POST EXTENSION HEIGHT, SEE LUMINAIRE POLE & ARM ST'D DRAWING.
"" K
M ~I· N
- § I-
--19'0" MAX. 17'6" MIN.
TRAVELED WAY
'" (12) NO.8 BARS
EVENL Y SPACED
22" DIA. BOLT CIRCLE
(4) 2" X 64" X 12" ANCHOR BOLTS WITH (2) HEX NUTS AND (2) WASHERS PER BOLT.
10'
2" CONDUIT, EXTEND CONDUIT 2" MAX. ABOVE BASE
SPREAD FOOTING DETAIL (EXISTlNG)
f 3' MIN.
H
I I I I
~ 12'
1
PROJECT DESIGNATION YEAR ~~ :i::S NI~--~--------------+---~~~~4 ~ ALbSKA ACHHE-000S(450) 2003 11 24
STATE
~'~~~~~~~~~~~=-~~~~~ U:\Troffic\62212 Steese-FormersLoop\Drofting\62212e06-1
GENERAL NOTES (EXISTING CONDITIONS) 1. FABRICATION AND INSTALLATION OF STRUCTURAL SUPPORT
~b~l(o~t F.pOR T~Rf"[A~E~+G~~T~O£.plND).lk~NAIRES SHALL SPECIFICATIONS FOR STRUCTU~ SUPPORTS FOR H( IGHWAY SIGNS, LUMINAIRES AN TRAFFIC SIGNALS" 1975) EXCEPT AS NOTED ON HIS DRAWING
2. POLES AND ARMS SHALL BE ROUND STEEL TUBES CONFORMING TO SECTION 4 - STEEL DESIGN OF AASHTO SPECIFICATION IN NOTE 1.
3. GROUP LOADS SHALL BE GROUP 11(000 LOAD + WIND) OF SECTION 2 - LOADS OF AASHTb SPECIFICATION IN NOIE 1.
4. WIND LOADS SHALL BE SPECIFIED ON PLANS.
5. SIGNAL MAST ARM AND POLE LENGTH SHALL BE SPECIFIED ON PLANS.
6. POLES AND ARMS SHALL HAVE UNIFORM TAPER.
7. HANDHOLE DETAILS ARE TO INDICATE GENERAL DESIGN ONLY AND MAY BE ALTERED TO CONFORM WITH MANUFACTURERS FABRICATION DESIGN.
8. CAST IN DRILL HOLE FOOTlNG SHALL BE CAST IN DRILLED HOLES Wf1 P.C.C. PLACED IN DIRECT CONTACT WITH TH UNDISTURBED SURFACE OF THE HOLE. NO FORMIN 08R BACKFILLING WILL BE PERMITTED EXCEPT THE TOP F T OF THE FOUNDATION MAY BE FORMED.
9. ANCHOR BOLTS, NUTS AND WASHERS SHALL CONFORM TO ASTM A325. THEY SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153.
SEE HANDHOLE DETAIL
I AS-OOi T PLANS ]
~ 9/~DY
SIGNAL POLE DETAILS
~------------------------------------------------------------------------------------~----------------------------~----~~~
(
VERTICAl SIGNAl SECTION WITH S" YELLOW LENS
LIGHT HOUSING / CAP VISOR
5 o oJ
5~ :x: I cni--~ o Wl---__
8 w
___ WARNING SIGN WITH HI-INTENSITY (TYPE III A) SHEETING ON .OSO ALUMINUM SHEET-SEE STANDARD DRAWING S-20.10 FOR MOUNTING
IF COUPLING IS USED TACK WELD AND USE PAINT TO REPAIR GALVANIZING AS APPROVED BY THE ENGINEER
4 - 1/2" 00 x SCHEDULE 40 PIPE GALVANIZED PER ASTM A-123(INSTALL PLUMB) DRILL AND TAP 3/S" NC HOLE IN POST & BASE AND INSTAlL BOLT/ LOCK WASHER.
BASE
," CHAMFER ON ALL TOP EDGES
TYPE IA------~==~~;=~~~~4r~~ 2' DIAMETER OR SQUARE x 4' DEEP TYPE "A"
SIGNAL BASE. SEE STANDARD DRAWING T 3' 00 BOLT CIRCLE AS REQUIRED FOR THE ALUMINUM BASE JUNCTION BOX /
GRAVEL DRAIN & BRICK BASE (DEPRESS 1") ~
3C-#S l1.C-#B GND 2" RMC
...... ...... SELECTED MATERiAl TYPE "B" (BORROW) "-
EXISTING SLOPE/' ...... "-
CD LOCATE J-BOXES 3' FROM EDGE OF SHOULDER.
@
@
SLOPE VARIES - SLOPE WILL NOT BE STEEPER THAN 4:'.
CONDUIT RUNS THAT ARE PARALLEL TO THE ROADWAY WILL BE INSTALLED 3 ' FROM THE EDGE OF PAVEMENT.
ADVANCED ACTIVE WARNING FLASHER
EDGE OF SHOULDER
EXISTING DITCH LINE OR TOE OF SLOPE
25' TRANSITION 3' 3' 25' TRANSITION
WARP SLOPES FOR . DRAINAGE ~
ADVANCED ACTIVE WARNING FLASHER WIDENING DETAIL
oJ
~ C,!)
Vi u G: r ~ g I-::> 0 0 :x: I l- i--~ a:: 0
:x: I-
o o o
STATE PROJECT DESIGNATION YEAR SHEET TOTAl. NI~ __ ~ ______________ 4-__ 4-~~~' ~~~EETS~
~ ALASKA ACHHE-OOOS(450) 2003 12 24
... ·~U:.-:\T::-ro~ffi::-,c~\6::=22::-:1-=-2-=So-tee-s-e--=F,.....Orm--ers...,.Loo---;p\,.-!:D-ro""'fti'-ng...}.\"""S2=2""'12Jea=2--1:--1
TRAFFIC SIGNAL HEAD(S)/BACKPLATE(S) AS SPECIFIED
SLIP FITTER- INSTALL PIPE CAP ON THREADED PIPE WHEN NO TRAFFIC SIGNAL HEAD SPECIFIED, USE ECONOLITE MIGHTY-MOUNT SYSTEM OR APPROVED EQUAl WHEN PLANS CALL FOR TWO SIGNAL HEADS.
_li---- PEDESTRIAN SIGNAl HEAD(S) AS SPECIFIED
4-1/2" 00 x SCHEDULE 40 PIPE GALVANIZED PER AST~ A-123 (INSTALL PLUMB) {NO JOINTS AlLOWED)
DRILL AND TAP 3/B" NC HOLE IN POST & BASE AND INSTAlL BOLt/LOCK WASHER
CAST ALUMINUM BASE 1" CHAMFER ON ALL TOP EDGES
2' DIAMETER OR SQUARE x 4' DEEP TYPE "A· SIGNAl BASE. SEE STANDARD DRAWING T 31 QO BOLT CIRCLE AS REQUIRED
TOP OF SIDEWAlK ~ FOR THE ALUMINUM BASE.
OR CURB . 0 I
'0 -TO ADJACENT JUNCTION BOX
''T' / GRAVEL DRAIN
CLASS ·A" CONCRETE
3· RIGID METAL CONDUIT (EXTEND 2" ABOVE BASE)
SIGNAL POST DETAIL
MATERIAL LIST * 1 TWO FOOT DIAMETER OR SQUARE x 4' ANCHOR BOLTS, AND ONE 3" CONDUIT
BASE & 4
1- POST TOP SUP FInER. (SEE STANDARD DRAWING T-30.10)
1- POST & BREAKAWAY CAST ALUMINUM BASE; VE PED CATAlOG #0-SE-5030 OR APPROVED EQUAL.
MATERIAL LISTED ARE FOR ONE INSTALLATION AND DOES NOT INCLUDE SIGNAL HEADS AND MOUNTING HARDWARE.
ANCHOR BOLTS
(
e
~
~
SIGNAL SYSTEM DETECTION LOOP DETAILS
CONDULET ''T. WHEN MORE THAN 1 lOOP INSTALLED (ACCESS SIDE UP)
CONNECT TO NEXT LOOP WHEN REQUIRED J
-..-::
PAINT SAW CUT EDGES WITH APPROVED ASPHALT & REPAVE WITH APPROVED MATERIAL CUT (TYP)
NOT TO SCALE
EXISTING PAVEMENT·
... APPROVED SAND BACKFILL SECTION A-A
TYPE LOOP
SIGNAL SYSTEM
CONDUIT SIZE-TYPE
1" PVC
INSTALL DRAIN
SOLDER SPLICE LOOP CONDUCTORS TO LEAD-IN CABLE(S) AND INSULATE PER SECTION 660-3.05
JUNCTION BOX
RMC = RIGID METAL CONDUIT PVC = POLYVINYLCHLORIDE (SCH.80)
WIRE NUMBER LOOP SIZE OF TURNS SIZE
#14 _ ~1l J.V _
• INSTALL LOOPS PRIOR TO PAVING IF INSTALLING BENEATH NEW PAVEMENT.
<D SEE DETECTION SCHEDULE (SUMMARY)
•• REQUIRED WITH NEW AND EXISTING PAVEMENT CONDITIONS.
1. USE RIGID PVC WITH SOLVENT WELDED CONNECTIONS FOR ALL NEW LOOP CONDUIT & FITTINGS.
2. IDENTIFICATION BANDS PER SECTION 660-3.05 FOR EACH PAIR OF CONDUCTORS FROM LOOPS TO JUNCTION BOXES. ALL EXISTING LEAD-IN CABLES SHALL ALSO BE BANDED AT THE CONTROLLER WITH NEW LOOP NUMBERS.
3. SEE SECTION 660-3.05 FOR ADDITIONAL INFORMATION.
STATE PROJECT DESIGNATION YEAR SHEET TOTAl Nr---~--------------~---+~~~'~~~~~ N ALASKA ACHHE-OOOS(450) 2003 13 24 ~~~~~~~~~--~~~~~~~~
U:\ T raffic\62212 Steese-FarmersLoop\Drafting\62212eOl-l
WINDING DETAILS
S
S S
--J!j LOOP 2
LOOP 1
NOTES:
LOOP 1
S
S S
S
F
F
~ F
F F
1 • NUMBER 1 LOOP IS CLOSEST TO THE CROSSWALK
LOOP LOOP LOOP 3 2 1
2. ADJACENT LOOPS ON THE SAME SENSOR UNIT CHANNEL WILL BE WOUND IN OPPOSITE DIRECTIONS
LOOP SPLICE DETAIL
TIN AND SOLDER WIRES. INSULATE WITH MASTIC LINED HEAT SHRINK TUBING OR TWO LAYERS OF VINYL ELECTRIC TAPE EACH WIRE.
TO LOOP __ 0--___ ::x~cx:O:~==J\ MULTIPLE OR SINGLE PAIR LOOP LEAD IN CABLE
- TO CONTROLLER
4. THE DETECTOR HARNESS WILL BE LABELED WITH THE APPROPRIATE LOOP DETECTOR NUMBERS AND SIGNAL PHASE NUMBERS.
TO NEXT J-BOX & LOOP WIRES CABINET
5. SPLICE LOOPS TOGETHER IN THE JUNCTION BOXES OR CONTROLLER CABINETS. IN PARALLEL OR SERIES COMBINATIONS AS SHOWN ON THE INTERSECTION DETAILS. NOTES. AND SCHEDULES (SUMMARIES).
6. WHEN STATIONS ARE LISTED IN A LOOP DETECTOR SUMMARY THEY ARE TO THE FRONT EDGE OF THE LOOP NEAREST THE INTERSECTION. CENTER ALL LOOPS IN THE LANE UNLESS NOTED OR DETAILED OTHERWISE.
7. ALL EXISTING DETECTION WILL REMAIN FUNCTIONAL UNTIL APPROVED OTHERWISE BY THE ENGINEER.
8. BEFORE ANY EXISTING LOOP IS DISCONNECTED. NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO ALLOW FOR EQUIPMENT ADJUSTMENT.
MULTIPLE OR SINGLE PAIR LOOP LEAO IN CABLE
TAPE CUT PAIRS AND DRAIN WIRE
3M SERIES 88-2SC OR BB-SC-DC WITH RE -ENTERABLE ENCAPSULATING COMPOUND OR APPROVED EQUAL
REMOVE OUTER JACKET (DO NOT CUT OR DAMAGE REMAINING PAIRS)
AS-BUSL l' PLA.NS
DETECTION LOOP DETAILS
~----------------------------------------------------------------------------------------------------------------------------------------------------~----------~
(
.....
~ :5
LOOP DETECTOR INSTALLATION DETAILS
EDGE OF PAVEMENT BACK OF CURB
INSTALL LOOP AS SHOWN IN SHOULDER SECTION,
~' . 4 .. ',. PLAN ViEW
DRAINS AT ALL LOW POINTS AND ADJACENT TO J-BOX WITH GRAVEL DRAINS PER SECTION 660-3,03 (TYP)
,.' . 4 .. ,',.
1" PVC LOOP TAIL
SECTION ViEW
CURB SECTION
1" PVC
CONDUIT TO CONTROLLER, SEE WIRING DIAGRAM
...--+!----.. FOR CONDUIT SIZE.
v L---~ E PLAN SHEETS FOR NUMBER
TURNS FOR A SINGLE PIECE NDUCTOR IN ALL LOOPS co .....
L WIND TAIL AT 3 TWISTS PER FOOT MINIMUM TO JUNCTION BOX
LOOP WIRING DETAIL
TYPICAL PVC CONDUIT ENCASED LOOP DETECTOR INSTALLATION
TYPICAL SAW CUT OUTLINE, I" 6' TYP. I WHEN INSTALLING LOOPS IN
EXISTING PAVEMENT THAT ~ ----- --0/ WILL BE OVERLAID.
I I I 1· STEEL I CLOSE NIPPLE
I I
FEMALE PVC ADAPTERS
~-------TYPE "X" CONDUIT OUTLET BODY WITH ACCESS SIDE UP
SECTION ViEW
PLUG UNUSED PORT
PLAN ViEW
PAVED TRAVELLED WAY
," DRAINS AT ALL LOW POINTS AND ADJACENT TO J-BOX WITH GRAVEL DRAINS PER SECTION 660-3.03 (TYP)
SHOULDER SECTION
FINISHED GRADE
EDGE OF PAVEMENT
#14 AWG CONDUCTOR. SEE NOTES 1 & 2
SECTION A-A
CONDUIT TO CONTROLLER
STATE PROJECT DESIGNATION YEAR SHEET TarAt. N~----~--------------+---+-~~~' ~~~~~~ ~ ALASKA ACHHE-OOOS(450) 2003 14 24
lO'-,U:'\T=-r-:cf:::-fic .. \l:,62::-::2:-;-,12=--:OSt:-ees-e---::F:-crm--ers....,L,...oo-p·\~Dr-cf;;:ti-ng+=-'62::-::27.12::-e09~--:1-1
JUNCTION BOX
GENERAL NOTES
1. EACH LOOP DETECTOR WILL CONSIST OF A SINGLE PIECE OF 1/14 AWG CONDUCTOR INSTALllD IN 1" SCHEDULE 80 PVC CONDUIT. FORM ALL LOOPS 6 FEET SQUARE, UNLESS NOTED OTHERWISE IN DETECTION SCHEDULE. SOLVENT WELD ALL PVC TO PVC JOINTS. USE TYPE X OUTLET BODIES THAT ARE MADE OF HOT DIP GALVANIZED STEEL TO JOIN THE LOOPS AND TAILS.
2. SEE PLAN SHEETS FOR NUMBER OF TURNS OF CONDUCTOR IN ALL LOOPS AND PROVIDE TAILS THAT EXTEND TO THE JUNCTION BOX SPECIFIED ON THE PLANS. USE 1/14 AWG CONDUCTOR IN A POL YE1HYL.ENE TUBE CONFORMING TO IMSA SPECIFICATION 51-5, WIND THE TAIL CONDUCTORS TOGETHER AT A RATE OF 3 TWISTS PER FOOT.
3. INSTALL ALL LOOP DETECTORS PRIOR TO OVERLAYING EXISTING PAVEMENT OR PAVING A NEW ROADWAY.
4. NO MINIMUM CLEARANCE IS REQUIRED BETWEEN A LOOP AND A TAIL OR BETWEEN TAILS. DO NOT CROSS LOOP CONDUITS WITH LOOP TAILS.
5. TEST ALL LOOP DETECTORS FOR CONTINUITY, INDUCTANCE, AND INSULATION RESISTANCE PRIOR TO SEALING THE LOOPS UNDER ASPHALT.
1AS-BUILTPlANSJ A 9/z.z/o S'
DETECTION LOOP DETAILS
~~----------------------------------------------------------------------------------------------------------~----------------------------------~------~~~
(
o
i
STEP DOWN TRANSFORMER WHEN REQUIRED LOAD CENTER WHEN REQUIRED A ~
ALL CONDUITS SHALL BE PLACED IN THE FRONT HALF (DOOR SIDE) OF THE CONTROLLER FOUNDATION
INSTALL MARKER TAPE ABOVE ALL BURIED CONDUIT
1" CHAMFER WHEN NOT LOCATED IN SIDEWALK OR PAVEMENT
- =/
I I u U II~
SIGNAL/ LIGHT POLE-POST
1" WEEP HOLE
THE TOP OF SIGNAL FOUNDATIONS SHALL BE THE SAME ELEVATION AS THE TOP OF THE ADJACENT NEW SID'EWALK (RAMP) UNLESS NOTED OR DETAILED OtHERWISE.
NOTE: ALL GROUTED FOUNDATIONS (BASES)SHALL HAVE 1" DRAIN (WEEP) HOLES. DEPRESS JUNCTION BOXES PER 660-3.04
·EXISTING CONDUITS MAY HAVE TO BE MODIFIED ' WHEN ADJUSTING EXISTING OR INSTALUNG NEW J-BOXES
I I BRICK BASE
STATE PROJECT DESIGNATION YEAR SHEET TOTAL N~ __ -4 ______________ +-__ ~N~O~.~~~EETS~ ~ ALASKA ACHHE-000S(450) 2003 15 24 ~~~~~~--~----~~--~--~--~ U: \ T roffic \ 62212 Steese-F ormersLoop \Drafting \ 62212e04-1
UrRrMC~
II U ~ T_ L...-L -:::... -.::::. LJ' ~
'tr "--GRAVEL ------- -= J J I I AlL SIOES(TYP)
-;.c==I~- l~~GRAVEL DRAIN RMC TYPICAL UNDER
ALL TYPES OF J-BOXES
PRECAST DRAIN RMC FOUNDATION (SEE DETAIL)
SECTION A-A INSTALL 3/4"x10' GROUND ROD(1I4 COPPER TO CONDUIT BUSHINGS AND LOAD CENTER)
ALTERNAn: INSTALlATION J ALLOWED WHEN APPROVED BY THE ENGINEER OR NOTED ON THE PLANS
A--. ---,I
CIDH FOUNDATION
FOUNDATION - CONDUIT - J-BOX DETAILS (EXISTING)
o 0
6 ~ ANCHOR BOLT TEMPLATE (CENTER ON FOUNDATION, & CONFIRM WITH CONTROLLER CABINETS PRIOR TO CASTING FOUNDA nONS)
• THESE DIMENSIONS SHALL BE 2" LONGER THAN THOSE OF THE APPROVED CONTROLLER CABINET.
2" DEEP x 6" WIDE BLOCKOUT FOR CONDUIT RACE BOTH ENDS.
PRECAST CONTROLLER FOUNDATION (EXISTING) (FOR TYPE "p" CABINET)
BLOCKOUTS TYP. BOTH SIDES
'9~-- CONDUIT WITH DRAIN
NOTES (EXISTING CONDITION):
1. FOUNDATION SHALL BE REINFORCED WITH #4 RE-STEEL ON 12" CENTERS BOTH HORIZONTAL & VERTICAL ALL SIDES . MINIMUM 10· OVERLAP ON ALL HORIZONTAL RE-STEEL AT CORNERS & SPUCES.
2. THERE SHALL BE A MINIMUM OF 2" OF CONCRETE COVER FOR ALL REBAR & ANCHOR BOLTS.
3. ANCHOR BOLTS SHALL BE 3/4"x12"x4" GALVANIZED, TOP 6" THREADED & AS APPROVED BY THE ENGINEER. THEY SHALL BE HELD IN PLACE DURING CASTING WITH AN APPROVED TEMPLATE. EACH BOLT SHALL BE FURNISHED WITH A NUT & FLAT WASHER.
4. ALL CONCRETE SHALL BE CLASS A.
5. ALL BLOCKOUTS. EXCEPT FOR THE VERTICAL CONDUIT RACES SHALL BE GROUTED FULL INCLUDING THOSE USED FOR CONDUIT.
6. ALL CONDUITS SHALL EXTEND 4 n ABOVE THE TOP OF FOUNDATION.
7. COMPACT GRAVEL DRAIN PRIOR TO INSTALUNG FOUNDATION. INSTALL FOUNDATION LEVEL & COMPACT BACKFILL AS APPROVED BY THE ENGINEER.
lflll-,u..-a""""U-IL ..... TPLAN--S ""'J .,;;Z>O¥
B. 2" INSULATION AND 3/8" PLYWOOD REQUIRED.
CONTROLLER DETAILS ________________________ ~----------------------------------L--------------------L~~~
(
F
I ,0 r-:: ",""---.f"
NUT/LOCKWASHER & FLATWASHER (INSTALL ON INSIDE OF
FOUNDATION)
I I
STEP-DOWN
TRANSFORMER (EXISTING)
GROUND LINE
PRECAST I I APPROVED WAll
I MOUNTED BRACKET I (2 REQUIRED), SEE
CONCRETE I I THRU BOLT DETAIL.
I I FOUNDATION I I INSTAll CONDUITS TIGHT I I AGAINST FOUNDATION
I I (EXISTING) I l (OFFSET FITTING MAY BE I I I I \ ~EQUIRED)
Il 2" RMC-4f\ ~~ CONDUIT TO LOAD CENTER -\, /1
...... :RAIN =y::::::::./ DRAIN
CONTROLLER CABINET MOUNTED TRANSFORMER DETAIL
ALUMINUM TRAFFIC COVER, WT.20N
THE WORDS "TRAFFIC· OR -LIGHTING" TO BE EMBOSSED AS APPLIES.
1·~ ~
BRACKET THRU BOLT
NOTE: INSTALL MOUNTING BRACKETS BY FIELD DRILLING FOUNDATIr;JN AND THRU BOLTING WITH A MINIMUM OF TWO 1/2' BOLTS PER BRACKET. DRa~D HOLES SHALL HAVE A MAXIMUM SIZE OF 1 4 LARGER DIAMETER THAN BOLT AND ANY SPA LING SHALL BE REPAIRED PRIOR TO INSTALLING BRACKETS.
THRU BOLT DETAIL (EXISTING)
DEPRESS 1"
STATE PROJECT DESIGNATION YEAR S~ sWe:fs N~---+------------~~~~~==~ is ALASKA ACHHE -OOOS( 450) 2003 16 24
""~U:"'-:\T::-ra-:-:ffi:-;IC\,-I;:6::':22::712~St-ee-Se---=-Fa-rm-e-rsL""'oo-p-,J\Dra~fti"-·n~g\~62=::2-:-::12,-1eO:-::3--1:---1
CONTROLLER FOUNDATION PAD (EXISTING)
EDGE OF PAVEMENT
PLAN VIEW
.MQIE:
SEE PRECAST CONTROLLER FOUNDATION DETAIL
CD ALL BORROW AND COMPACTION SHALL MEET THE REQUIREMENTS OF SECTION 203 OF THE SPECIFICATIONS
~<v4- ! SELECTED MATERIAL, TYPE A
<...J'
B~ ~,,~ 3' MIN J~ /"" '., ~-----r--L EXI~~ DITCH TO DRAIN AROUND RAISED PAD AS DIRECTED BY ENGINEER
ELEVA liON VIEW
1 /4· BRASS SCREW vI/3' GROUND CABLE (COPPER BRAID)
(2" IN SEEDED AREAS)
18
~11-3T~~1-3/4"
~L--- 9 GA. WELDED :l WIRE FRAME 1/4 T
[?J OTTOM WT. 148# JII~ l/2" 3{j;"+-L 1-1/2"
BLOCK OPENING WITH BRICKS ON THE OLrTSIDE (TYPICAL)
TYPE IA JUNCTION BOX DETAIL
SECTION A-A
SLOPE AFTER FINAL GRADING
BRICK BASE
6" BELOW ~~~.L COVER (TYP)
All SIDES ---(TYP) =----- ~ ______
DRAlN~
TYPE IA J-BOX INSTALLATION ON SLOPE
0, r--AS--.-U-'LT-PLA-NS--eJ ~ '1/u.):J~ BRICK BASE
FOR J-BOXES (TYPE IA) ~.
CONTROLLER & JUNCTION ;i BOX DETAILS ~--------------------------------------------------------------________________ L-________________________ -L ____ ~~
NOTES:
(1) APPLICATION FOR FIXED BASE IS THE SAME EXCEPT NO CABLE TIE IS REQUIRED AT JUNCTION BOX.
(2) APPLICATION FOR SLIP BASE IS THE SAME EXCEPT FOR BONDING. SEE SECTION 660-3.06 FOR BONDING. CONDUCTOR ATIACHMENT BRACKET-_4rlmnn
(3) LABEL ALL CABLES AND CONDUCTORS IN POLE BASE (SEE STANDARD DRAWING L-03) AND J-BOX.
SLACK REQUIRED TO ALLOW QUICK DISCONNECT IN POLE TO BE PULLED 6"
WHEN CABLE IS USED STRIP OUTER SHEATH BELOW BRACKET
POLE de BRACKET (#10xHHW) CABLE TO LUMINAIRt (TAP CONDUCTORS)
1---- HANDHOLE ~---BOND
CAP SPARE CONDUCTORS
PROJECT DESIGNATION YEAR ~~ ~~::s Nr---~---------------+---+~~~~ ~ ALASKA ACHHE-000S(450) 2003 17 24
STATE
~~~~~~~~~----~~~~~~~ U:\Troffic\62212 Steese-FarmersLoop\Drofting\62212e10.-1
FOR DOUBLE MAST ARM, INSTALL CABLE (CONDUCTORS) BETWEEN
OUTSIDE HAND-HOLE o. ELIMINATE ALL SLACK
QUICK DISCONNECT SINGLE OR DOUBLE MAST LUMINAIRES
SEE DETAIL B -~ '. SEE DETAIL A .~ .: FOUNDATION -----t
JUNCTION BOX - '.' '!;. " •. INSULATED GROUNDING BUSHING II
!! i i \l======;~~~~~3 ~;E;=~O~~~~===========~) LIGHTING SYSTEM POLE AND J-BOX WIRING DETAILS
LEAVE 3' SLACK MIN. FOR EACH CABLE AT THE JUNCTION BOX OR SPLICE LOCATION
I!. •
. . .. ~
3c CABLE (TYP.) SIZE SPECIFIED IN PLANS
I I I I I I I I I I I I I I I I
DETAIL B
I I 1 \ \ \
-- TAP CONDUCTORS
THE TWO 3c CABLES Will HAVE THE OUTER JACKET STRIPPED FROM 12" BELOW THE CABLE TIE ATIACHMENT TO THE FUSIBLE DISCONNECT IN THE POLE BASE
-- DOUBLE FUSED QUICK DISCONNECT (TYP.)
--- LEAVE l' OF SLACK FOR EACH SPARE CONDUCTOR. TAPE AND CAP SPARE CONDUCTORS AS SHOWN.
--- TAPE CONDUCTORS OF EACH SEPARATE CABLE TOGETHER
'r----=-=...,., --- BOND WIRE
DETAIL C
SEE DETAIL C
ARM POLE
REMOVE ALL SLACK BEFORE INSTALLING
;-t------- POLE de BRACKET CABLE (TAP CONDUCTORS)
<D INSTALL 2"x1" REDUCING WASHER AND 1· CONNECTOR TO SECURE CONDUCTORS AT THE END OF THE MAST ARM
L1GHTPOLE MAST ARM WIRING DETAIL
INSULATED GROUNDING BUSHING
CABLE TIE ------1rg~~~t' COPPER B~D TO COVER
TWO-SCREW CONNECTOR
THE TWO-SCREW CONNECTOR WILL BE SIZED SUCH THAT THE THREADS FIT INSIDE THE OPENING OF THE BUSHING AND THE CONNECTOR BODY IS LARGE ENOUGH TO PREVENT IT FROM SUPPING THROUGH THE OPENING.
REMOVE ALl SLACK BEFORE INSTALLING TWO-SCREW CONNECTOR.
CABLES
120-LB UNLOCKING STRENGTH CABLE TIE
INSULATED GROUNDING BUSHING
OPTIONAL DETAIL A
LlGHTPOLE & JUNCTION BOX ~ ,; DETAILS ~~--------------------------------------------------------------------------------------------------------------------------~------------------------------------------~------~~~~
(
• ---------------------------------
......... '-' ........
............. ------------"'-=-------- ...... .... , , , \ I I I I I I I I I I I I I I I I I I I I I I I I I I I I
STATE PROJECT DESIGNATION YEAR SHEET TOTAL N~ ____ ~ ________________ r-__ -r~N~O~. ~~~~~~ ~ ALASKA ACHHE-OOOS(450) 2003 18 24 ~~~~~~~--~~----~~~~~~~--~
U: \ Traffic \62212 Steese-F armersloap \Drafting \ 62212506-1
CEXISTING --~---------::---::---~------:= -------------- ~ - ------------------------------------ ------------------------------ - - " ______ ---
~--~~-----*--~~----~~--------~ -- \ II , -------11------
........ ~~--------r_r_~--------~------------~~~------~ ........ ............. .
• --------S~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~::~~~~~~~~~~====~~~~~-~-~-~-~-~-~-~-~-~-~-~=-- - 1111 --------
------------------ - 11-
11.---------
~t:~~~~;;;;~::~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~:::::::::::::::------II ------ ----------- \IIII~ ------
/ I
/
.,,--"
I
r~ I I I I I I I I I I I I
1~ i MOUNTED ON ILL : POLE I
25 29
23
22 21
18 0119
1 SPECIAL 1
2 3,5 ...d:::rm
1
6
,-. 12 11,14
SIGNAL SIGN PLACEt.fENT (SEE PLAN SHEET NO. B FOR SIGNAL SIGN SCHEDULE)
I AS-IUILT PLANS 1 r/w"y
~~------------------------------------- SIGNING
STATE PROJECT DESIGNATION YEAR SHEET TOTAl NO. SHEETS
N
~ AlASKA ACHHE -OOOS( 450) 2003 19 24 co
U:\Troffic\62212 Steese-FormersLoop\Orafting\62212J04-1
SIGNING SUMMARY ~,.. LEGEND SIZE AREA THICKNESS t::I z POSTS REMARKS LOCATION CODE z 9 1= ....
LT. RT. NO. H X V SO.Fl. UNFRAIIED FRAIIED ~ !i: TYPE SIZE NO. g! ::> ~ (INCHES) 0 ,..
.J Z ::If :I: is
1 SPECIAL 1 PREPARE TO STOP 7' S REMOVE, RELOCATE AND REPLACE ON AAWF 2 R5-1 00 NOT ENTIER (SYMBOL) 48X48 16.00 0.125 7' NE PST 2 1/2" 1 REMOVE, RELOCATE AND REPLACE 3 R5-1A WRONG WAY 42 x 30 8.75 0.125 NW PST 2 1/2" 1 REMOVE AND REPLACE 4 R6-1R ONE WAY -> 48 X 16 5.33 0.125 12' E PST 2 1/2" 1 REMOVE, RElOCATE AND REPLACE 4 R4-7 KEEP RIGHT (SYMBOL) 36 X 48 12.00 0.125 8' N REMOVE, RElOCATE AND REPLACE 4 OM-I NINE BunON OBJECT MARKER 18 X 18 2.25 0.125 5' N REMOVE, RElOCATE AND REPLACE 5 07-2 L BIRCH HILL PARK ++:&- 0.125 7' W TS ·2 1/2" 2 REMOVE AND REPLACE
REC. AREA 2 1.11. <- q" X 30 ao 6 R6-1R ONE WAY -> 48 X 16 5.33 0.125 12' E PST 2 1/2" 1 REMOVE AND REPLACE 6 R4-7 KEEP RIGHT (SYMBOL) 36 X 48 12.00 0.125 8' N REMOVE AND REPLACE 6 OM-I NINE BunON OBJECT MARKER 18 X 18 2.25 0.125 5' S REMOVE AND REPLACE 7 R5-1 DO NOT ENTER (SYt.tBOL) 48X48 16.00 0.125 7' sw PST 2 1/2" 1 REMOVE AND REPLACE 8 W12-1 LEFT/RIGHT DOWN ARROWS (SYMBOL) 36 X 36 9 0.125 7' N PST 2 1/2" 1 REMOVE, RELOCATE AN;) REPLACE 8 OM-I NINE BunON OBJECT MARKER 18 X 18 2.25 0.125 5' N REMOVE, RELOCATE AND REPLACE 9 RI-2 YIELD -7,003.'\ 0.125 7' N PST 2 1/2" 1 NEW 10 W4-3 R ADDED LANE, ONE THROUGH LANE (ARROW)(SYMBOL) 48X48 16 0.125 7' N TS 2 1/2" 2 REMOVE AND REPLACE 11 W12-1 LEFT/RIGHT DOWN ARROWS (SYMBOL) 36 X 36 9 0.125 7' W PST 2 1/2" 1 REMOVE AND REPLACE 11 OM-l NINE BunON OBJECT MARKER 18 X 18 2.25 0.125 5' W REMOVE AND REPLACE 12 01-2-2 < FOX -++4 X 42 • ~ 0.125 7' W TS 2 1/2" 2 REMOVE AND REPLACE
FAIRBANKS - > 9fo 'S Lf;)... DIS 13 R3-8SL/R LANE USE CONTROL -- MULTIPLE LANES (ARROW) ~*X30 ~1.s 0.125 w MOUNT ON UGHTPOLE .
c . ~
=1?'7· a I +82:+l SHEET TOTAL SO. FT. SHEET 8 TOTAL =2.1l.. 99 2Q,},34 SO. FT. PROJECT TOTAL = ~'fO.'" 386:i& SO.' FT.
SIGNING ~OTES:
1. MAINTAIN EXISTING SIGNS UNTIL NEW SIGNS ARE INSTAillD. THE CONTRACTOR'S OPERATION WILL AT NO TIllE lEAVE DUPUCATE OR CONFUCTING SIGNING.
2. EXISTING SIGHS AND POSTS WILL BE REIIOVED AS APPROVED BY THE ENGINEER, SEPARATED AND DEUVERED TO THE DEPARTNENT's YARD AT 2301 PEGER ROAD. THIS WORK IS SUBSIDIARY TO PAY ITEM 615(1).
3. REWOVE EXISTING SIGH FOUNDATIONS AND EW:KFIl.l WITH SELECTED MATERIAL. 1YPE A.
4. SEE SHEET 17 FOR APPROXIMATE SIGN LOCATIONS. THE ENGINEER WILL APPROVE FlNAI. LOCATIONS.
5. POSTS MUST BE PERFORATED STEEL TUBE (PST) DR SCJl.IAAE STRUCTURAl TUBlNG (TS) AS INDICATED.
6. INSTALL ALL SIGN POSTS OTHER THAN PST POSTS AS PER STANDARD DRAWING S-31.00.
7. USE SLEEVE TYPE CONCRETE FOUNOATION FOR PST SIGNPOSTS PER STANDARD DRAWING S-3O.03.
8. USE STANDARD DRAWING S-31.00 TO DETERWINE BASE TYPE.
9. ALL SINGlE POST SIGNS WITH A HORIZONTAl. DIMENSIONS OF 30 INCH DR CREAlER MUST BE INSTALLED WITH SIGN BRACING. SEE STANDARD ORAWiNG S-01.00.
10. MOUNT SIGN NO. 13 ON UGHTPOLE IN ACCORDANCE WITH THE DETAILS ON SHEET NO. 22.
11. All "0" SERIES SIGNS OTHER THAN 0-1-2-2, 03-1B and 07-2L SIGNS WIll BE 10.7 INCH UC and 8 INCH LC, SERIES "E" I.4ODlFIED.
12. D-I-2-2, 03-1B and 07-2L SIGNS WILL BE 8 INCH UC and 6 INCH lC, SERIES "E" MOOIFlED.
(' Ai ItILw-e" , -~~
~~.9f.~ ,4: .... "'" JIh 9/z. (J~ [.*: 49J1J .* l - j;i;:.::,;i;»-,,,,u)J
~ fi"-' ··f ~_UIIIID' SIGNING SUMMARY AND NOTES -......... -
~ .~~ t -- ,/",,,,&.1
(
d
I I I
S/2+S/2
H>---S--+i
MULTI-POST WARNING SIGNS FRAMING DETAIL
W A S 30 9" 18" 36" 11" 22-48- 15- 30" 60" lS" 36"
A
A
~1.08fft .687"
.410 ~-1
elL 2.750"
Hi ~ 1.875-
EXTRUDED ALUMINUM WINDBEAM
.NQ.I.E..;
1. AlUMINUM ALLOY 6061-T6 WILL BE USED FOR EXTRUDED WlNDBEAM AND RIVETS.
2. ATTACH SIGN TO WlNDBEAM WITH 3/16" RIVETS AT 4" STAGGERED SPACING.
3. A NYLON WASHER WILL BE PLACED BETWEEN THE SIGN FACE AND NN OTHER WASHER REQUIRED ON SIGNS CONSTRUCTED OF ENCAPSULATED LENS SHEETING UATERIAL
STATE PROJECT DESIGNATION YEAR SHEET TOTAl N~_-+ ___________ -+ __ -+~N~O~. +S~H=EETS~ ~ ALASKA ACHHE-OOOS(450) 2003 20 24
U)'-:-;U:\'-:-Tr-:affi-::-lc'-:\6~22:-::12:-:S::-te-'8-e--=-Fa-rm-ersL-:-oo-p-:-\=-Drafti-::-:-'-·ng";""\6==2::-:21=-2e-:-::12-:-Mod~elr--I
r-----HORIZONTAL (H)----j
D !-1" (TYP.) 1"-11-
3" I , ~ I
t
V/2
< I"'l ::0
*- ::! - ~
+-- I I
'l- I 8-~ ~~8-J I I
! 2"'2" PST POST I ~ 2"'2" PST POST
I I
...... ~ ...... "J,
MULTI-POST REGULATORY SIGNS FRAMING DETAIL
* SIGNS > 42" IN VERTICAL DIMENSION WILL REQUIRE A THIRD SECTION WIND BEAM •
H 8 3D· S-36" 7" 42" 8" 48- g" 60· 12"
r ....... .$
V/2
SIGN FRAMING DETAILS J~ ________________________________________________________________________________________ ~ ____________________ ~ ______ ~~
(
g
NOTES
6" WHEN ASSEMBLED
2" Ii PIPE THREAD
EXTENSION
SIGNAL BRACKET
G) THESE DETAILS MODIFY STANDARD DRAWING T -52.15
@ FIELD DRILL WIRING ACCESS HOLE AS REQUIRED. REAM INSIDE & OUTSIDE AND PAINT WITH SPELTER REPAIR MATERIAL.
@ ONE 2" GALVANIZED SCHEDULE 40 RIGID METAL CONDUIT EXTENSION WILL BE FURNISHED WITH EACH SIGNAL BRACKET.
(9 SIGNAL BRACKETS WILL BE ASTRO-BRAC AB-300BAK OR APPROVED EQUAL AND INSTALLED AS RECOMMENDED BY THE MANUFACTURER. THE ACTUAL LOCATION OF BRACKETS ON EACH ARM WILL BE DETERMINED BY THE ENGINEER AFTER THE POLES AND ARMS HAVE BEEN INSTALLED.
PLUMBIZER SIGNAL MOUNTING DETAIL (REQUIRED FOR ALL NEW OR RELOCATED PLUMBIZER [MAST ARM] MOUNTED SIGNALS)
SIGN PANEL
sJ 3/8" WIND BRACE BOLT
DOUBLE BAND EACH SIDE WITH 3/4" ST~NLESS STEEL BAND AND BUCKLES
CAST ALUMINUM MOUNT
/J---- MAST ARM ---4---1
DRILL ARM AND INSTALL 3/8" SPLIT PIN IN ALL CLAMPS TO PREVENT ROTATION
STATE PROJECT DESIGNATION YEAR SHEET TarN. POLE
SIGN WIDTH ~ NO. SHEETS
-I ---------------
•
l::I AL6.SKA ACHHE-000S(450) 2003 21 24
co ~U:\r::Traffi-=,c"\6:!:22~1-=-2 -=Steese----::F:-onnersloop--:--..,\Or:-afti'7.,..Lng.....,\6~22~1.f:2J05_==-=M..,...od.J..ej:---I
STEEL SADDLE MOUNTING
r---- ST~NLESS STEEL l. BAND 3/4"xO.30"
I (USE ST~NLESS -Q ~TEEL BUCKLES)
g 1-1/2" 5/16" BOLT/ FlAT WASHER
o 0 • I() o 0 - o 0
o 0
3/8" x 2-3/4" NUTS-BOLTS ~ (EXTENDS THROUGH SIGN (!)
PANEL) ~ UNISTRUT TL 015 T -BRACKET (2 REQUIRED)
(6) 3/8" x 2-3/4" NUTS-BOLTS
FIELD DRILL SIGNS FOR LEVEL INSTALLATION
USE GALVANIZED STEEL FOR ALL HARDWARE THAT IS NOT STAINLESS STEEL.
INSTALLED ALL NUTS WITH LOCK WASHERS MAST ARM MOUNTING FOR "R" SERIES SIGNS BANDING = STAINLESS STEEL 3/4"xO.030" (DOUBLE BANDING REQUIRED) BUCKLES = STAINLESS STEEL 3/4"
POLE /POST SIDE MOUNTED SIGN BRACKET
END OF SIGN
1'-0"
SIGNAL POLE
3/4"
..------. =--=:J lOT
5-1/2" 0 4"
L 0 L ~2-1/2"Q3/4"
MOUNTING PLATE DETAIL
(
3/8" STEEL PLATE (ASTM, A36)
I ~/B"x2-1 /2" STEEL BOLT (TACKWELD IN PLACE)
5/16" FILLET WELD (All AROUND)
1-1/2" 10 SCHEDULE 40 STEa PIPE (1-1/2" NPT) THREADED IS REOUIRED tOR FUll PENETRATION OF ALUMINUM MOUNT
G) USE "BAND-IT" OR APPROVED EQUAL FOR All CAST ALUMINUM MOUNTS AND BANDING MATERIALS.
(i) GALVANIZE MOUNTING PLATE AFTER FABRICATION IN ACCORDANCE WITH ASTM A 123.
ALL WELDING WILL MEET AMERICAN WELDING SOCIETY SPECS.
BOLTS, NUTS AND WASHERS WILL MEET THE REQUIREMENTS Or STANDARD DRAWING S-20.10.
MOUNTING PLATE SECTION A-A
1-1/2" PERFORATED STEEL TUBE
L-____ EXTRUDED ALUMINUM WIND BRACE (BEAM) AS APPROVED BY THE tNGINtER. SEE STANDARD DRAWINGS S-00.10.
BANDING = STAINLESS STEEL 3/4"xO.030" TYPE 201 NO. c266
BUCKLES = STAINLESS STEEL 3/4" TYPE 201 NO. C256
ALUMINUM MOUNT (SIGNAL) == 1-1/2"NPT NO. D040
PIN = NO. D042
SIGNAL MAST ARM MOUNTED SIGNS (NOT FOR "R" SERIES SIGNS)
SIGN NO. OF CLAMP SPACING WI DTH(W) CLAMPS OVERHANG BETWEEN CLAMPS OVERHANG
0-121 2' 2 0.2W 1 SPACE AT 0.6W O.2W 13 TO 21 .3 O.15W 2 PACES AT 0.35W O.15W
SIGN MOUNTING DETAILS
------------------------------------------------------------------------~--------------------~----~~
(
BANDING: ~ 'ic 0.030 STAINLESS STEEL DOUBLE BANDING (lYPICAl)
BUCKLES: ~ 'STAINLESS STEEL (TYPiCAl)
IF' H > 48" 3 WlNDBEAMS ARE REQUIRED
IF' IS" < H ~ 48" USE 2 WINDBEAMS H
IF H ~ IS" USE 1 WINDBEAAI
USE 4 BANDS H 5 48" USE 2 BANDS H < 48"
* BAND LOCATIONS SPACE BANDS H/S WHEN 4 ARE REQUIRED
I" MIN - 2" MAX: -l END OF W1NDBEAM TO EDGE or SIGN
IFW>36· 3 WINDBEAAlS ARE REQUIRED
IF W < 36" USE WINDBEAMS
USE 4 BANDS W 5 48" USE 2 BANDS W < 48"
* BAND LOCATIONS SPACE BANDS w/s WHEN 4 ARE REQUIRED
.t:lQID; 1. ATTACH SIGN TO WlNDBEAAlS WITH ~6"
RIVETS AT 4· STAGGERED SPACING.
0
0 0 0
0 0 0
0 0
0 0
0 0
0 0
0 0
0 0
, " , , " , " '"
*
*
*
*
..--- UGHTPOLE --____
2~"GAlVANIZED P.S.T. (TYPiCAl) LENGTH OF' P.S.T. = H - 2"
-T H/3
~ H/2
~ ~"WJNDBEAM BOLT. NUT. WASHER. LOCKWASHER
EXTRUpED ALUMINUM WlNDBEAt.I
..i 3-
t LENGTH OF P.S.T. = W - 2"
LIGHT POLE SIGN BRACING
STATE PROJECT DESIGNATION YEAR SHEET TOTAl N~_-+ ________ +-__ ~~~'+~~~~EETS~ ~ ALASKA ACHHE -OOOS( 450) 2003 22 24
'" ~U:\'-::T-ruffi:-=-lc""\6~22""'1-:-2 ""'St-eese---:F':--arme--rsLoo-:---p-;-:\0ruft,......",i,.J-ng-;-:\6~22"..,.12.f-e":"::I3--Mod-1.eI---I
* 0
0
* 0
* r '7
* ~.J~ -: 1.875-f!J
~l t -1-.100-
~ elL ~ .107"
. 2.750'
.NQIES
1. AlUMINUM ALlOY 6061-T6 WILL BE USED
* FOR EXTRUDED WlNDBEAM ~D RIVETS.
2. ATIACH SIGN TO W1NDBEAM WITH 3/16" RIVETS AT 4" STAGGERED SPACING.
* EXTRUDED ALUMINUM WINDBEAM
*
0
* 0
LlGHTPOLE SIGN BRACING !!!! d ________________________________________________________________________ ~ ________ D_E_T_A~IL~S __ _
(
E
II
---------------------------------------------------------------------~~
"", .........
YIELD LINE DETAIL
...... ...... ... -... -
------ .=----------....
" , \
\ , I I I I I I I
I" I
I /
I
"",.--
STATE PROJECT DESIGNATION YEAR s~ s~~ N~----~--------------~--+-~~~~ ~ ALASKA ACHHE-OOOS(450) 2003 23 24
U:\Troffic\62212 Steese-FimnersLoop\Drafting\62212s05-1
465'
445'
.,.=~:.....!!.I.::::5~00~' END 4 DW 375' 2'/6' SI<IP
....... .. .. - - ..
-------------
--------------------------- ---------------------------------------------
APPROXIMATE LENGTH (TYP)
TRAFFIC MARKING KEY
14"W I 4" WHITE LINE
14"WS1 4" WHITE SKIP LINE (10/30 SKIP PATTERN)
14"Y I 4· YELLOW LINE
14 "DY I 4" DOUBLE YELLOW LINE
14"DWI 4" DOTTED WHITE LINE (SEE PLAN FOR SKIP)
124"W1 24" WHITE LINE
ISTD I SEE STANDARD DRAWING
445'
STRIPING NOTES:
1. PLACE THE NEW STOP BAR FOR THE NORTHBOUND STEESE EXPRESSWAY LANES, 7 FEET SOUTH OF THE EXISTING STOP BAR. STRIPING LENGTHS SHOW ON PLANS ARE APPROXIMATE.
2. YIELD LINE MARI<INGS WILL CONSIST OF WHITE ISOSCELES TRIANGLES EXTENDING ACROSS THE APPROACH LANE AT THE YIELD POINT. INSTALL THE YIELD LINE PERPENDICULAR TO THE LANE AND HAVE A MINIMUM OFFSET OF 4 FEET FROM THE NEAREST EDGE OF THE INTERSECnNG TRAVELED WAY. SPACE BETWEEN THE TRIANGLES AS APPROVED BY THE ENGINEER.
3. REMOVE ALL CONFLICTING PAVEMENT MARI<INGS WHICH CONSIST OF, BUT NOT LIMITED TO, 24' OF STOP BAR, NORTH AND WEST Q\JADRANT CROSSWALKS, NORTHWEST ISLAND GORE, SOUTHEAST FLUSH ISLAND GORE, AND MISCELLANEOUS LANE LINE MARKINGS FOR NEW TRAFFIC MOVEMENTS.
4. REMARI< ALL EXISTING 8"W, "ONLY" AND ARROW SYMBOLS, TOTAL OF 15 PAIRS. SEE PLAN VIEW FOR APPROXIMATE LOCAnONS.
5. MINOR TOUCH UP WILL BE REQUIRED ON LONGITUDINAL LANE AND EDGE LINE MARKINGS WHERE CROSSWALK AND LANE USE SYMBOLS ARE REMOVED AND RELOCATED. LANE USE AND EDGE LINE MARKING TOUCH UP IS SUBSIDIARY TO PAT ITEM 670(10).
6. FINAL METHACRYLATE PAVEMENT MARKINGS LAYOUT WILL BE APPROVED BY THE ENGINEER.
STRIPING
g~----------------------------------------------------------------------------------------------~--------------------------------~------~~~
(
VERTICAL DROP-OFFS
PROVIDE SHOULDER YttiERE
l! STAGING WIDTHS 8 ALLOW
AT 2·, USE TEMPORARY JOINT
YttiEN OPEN TO TRAFFIC
CASE A DROP-OfFS ~ 2 INCHES (PAVED SURFACES ONLY)
1. USE ·UNEVEN LANES" (CWB-11) SIGNS FOR ALL DROP-OFFS IN BETWEEN TRAFFIC LANES.
2. LEAVE NO DROP-OFFS> 1.5" IN THE TRAFFIC LANE OR ACTIVE 'MiEEL TRACK.
CASE B 2· < DROP-OfFS < 6" (ALL ROADWAY SURFACES)
1. PLACE CONES OR CANDLES FOR DROP-OfFS BETWEEN 4 FEET AND 30 FEET FROM THE EOTW.
2. USE DRUMS OR TYPE II BARRICADES FOR DROP-OFFS < 4 FEET FROM THE EOTW.
MAINTAIN 4' MIN.
H > 6·
CASE C DROP-OFFS ~ 6" (ALL ROADWAY
SURF ACES AND ROADSIDE SLOPES)
1. PLACE DRUMS OR TYPE II BARRICADES FOR DROP-OFFS ~ 24" WITHIN THE CLEAR AREA.
2. PROVIDE PORTABLE CONCRETE BARRIER VltfEN THE DROP-OFF IS > 24" WITHIN 15 FEET OF THE EOTW. USE DRUMS IF BEYOND 15 FEET.
FILL SLOPES
CLEAR AREA CLEAR AREA CLEAR AREA
H H
STATE PROJECT DESIGNATION YEAR SHrrT TOTAl. NO. SHEETS N is ALASKA ACHHE-OOOS(450) 2003 24 24
'" U:\Traffic\62212 Steese-FarmersLaop\Orafting\62212s09-1
CUT SLOPES
DEVICES REQUIRED, SEE TABLE BELOW
CLEAR AREA
H ~~~ \
~" NO DEVICES ")':- REQUIRED
STEEPER THAN OR EQUAL TO 3:1 BETWEEN 3: 1 AND 4: 1 FLATTER THAN OR EQUAL TO 4:1 RECOVERABLE SLOPE
CLEAR AREA REQUIREMENTS CHANNELIZING DEVICE REQUIREMENTS FOR SLOPES LOW SPEED INTERI.fEDIATE SPEED HIGH SPEED 3:1 OR STEEPER WITHIN THE CLEAR AREA ~ 35 MPH 40 MPH TO 45 t.lPH 2 50 MPH H < 15' H > 15'
RURAl.. IS' 24' 30' < 2000 VPO CANDLES OR CONES TYPE II BARRICADES OR DRUMS LOW VOLUME
URBAN 1 0' DIT~H SECTIONS, OR 15' DITCH CONDITIONS, OR IS' DITCH CONDmoNS, OR > 2000 VPD TYPE II BARRICADE OR DRUMS PORTABLE CONCRETE BARRIER
2' BEHIND CURB 2' BEHIND CURB 2' BEHIND CURB OR TEMPORARY GUARDRAIL
TRAFFIC CONTROL NOTES: 1. USE THE EXISTING CROSS-SECTION (PRIOR TO
CONSTRUCTION) AS A BASIS FOR DETERMINING 'MiEN CHANNEUZlNG DEVICES ARE NEEDED.
2. INSTALL CHANNEUZlNG DEVICES WHEN THE HORIZONTAL OR V£RTlCAL CURVATURE IS MADE MORE SEVERE.
3. INSTALL FLEXIBLE DElINEATORS Vlt-jEN ALL VEGETATION OVER 4 rEET HIGH IS a.EARED FROM FILL SLOPES THAT ARE 3: 1 OR STEEPER IN THE a.EAR AREA.
4. USE PORTABLE CONCRETE BARRIER FOR WARRANTING CONDITIONS WHICH LAST LONGER THAN :3 DAYS. FOR CONDITIONS LASnNG LESS THAN :3 DAYS, OTHER CHANNEUZlNG DEVICES MAY BE APPUED.
5. TERMINATE RUNS OF PORTABLE CONCRETE BARRIER USING THE FOLLOWING METHODS:
A) CONNECT TO A PORTABLE CRASH CUSHION, OR
B) PROVIDE A CONCRETE BARRIER WITH THRIE BEAt.4 TRANSITION TO w-BEAM GUARDRAIL, TREATED WITH A SRT-:350 OR ET-2oo0 TERMINAL, OR
C) FLARE THE ENDS OF THE PORTABLE CONCRETE BARRIEP. AWAY FROM THE ROADWAY AT A RATE OF 7:1 ON A COMP ACTED SLOPE OF 6: 1 OR FLATTER, OUTSIDE OF THE CLEAR AREA. INSTALL A SLOPING PORTABLE CONCRETE BARRIER END TREA ThlENT, OR
D) BURY IN THE BACKSLOPE.
6. TERMINATE THE RUNS OF TEMPORARY W-BEAt.4 GUARDRAIL USING THE FOLLOWING t.4ETHODS:
A) PROVIDE A SRT-350 OR ET-2000 TERMINAL TO W-BEAM GUARDRAIL. OR
B) FLARE THE ENDS OF THE IDAPORARY GUARDRAIL AWAY FROM THE ROADWAY AT A RATE Of 6:1 ON A COMPACTED SLOPE OF 6: I OR FLATTER OUTSIDE OF THE CLEAR ZONE, OR
C) BURY IN THE BACKSLOPE.
EQUIPMENT NOTES: 1. ~EN THERE IS ACTIVE, NONMOBILE CONSTRUCTION
EQUIPMENT WITHIN THE CLEAR AREA, DEUNEATE THE ROADSIDE WITH TRAmc CONES.
2. SEPARATE PROCEDURES ARE REQUIRED FOR MOBILE WORK ZONE OPERATIONS AND SHORT DURATION WORK OF LESS THAN 12 HOURS.
WINTER SHUTDOWN NOTES: 1. Vlt-jEN REQUIRED USE CHANNEUZtNG DEVICES 'MilCH CAN BE
MAINTAINED OVER WINTER.
2. NO CHANNEUZlNG DEVICES ARE REOOIRED IF:
A) CONSTRUCTlON SLOPES ARE RECOVERABLE, AND
B) SLOPES ARE SMOOTH AND COMPACTED, AND
C) REQUIRED CLEAR AREA IS PROVIDED
AS--BUIL T PLANS
TRAFFIC CONTROL DEVICES l ____________________________________________________________________________________ ~ ________________________ ~ ____ ~~