~~--" -'---'::: . .....--- --_ ... ----.-. -.. -. ~ ... ..

" I

'i

(!) z a: ... CD

160'

OCEAN

KEY MAP 150'

I AS-BUILT PLANS I Inltiol.· \~ . Del" 2(\ r~l .

o.leCOmplol._. SEf'TE.Mee:~ 20 , 2.0°" .

140"

Projoc.Englna.": {prlnto: (W:l(~", . Y:J=l \ ProjootEngI_,' (slf/Nturet.ej->U,p.J.I-'l~-=--t__"I"""-.......... tlL ...... ~"---------., certify th.t revision. to 'MS. plan. m. utmg com;:tIon .,. nor.d In REO end tharvfore the pl.ns .,. , lit KCur." ,.corrl of conatrvc:tlon.

'-: > ••

'JeT

STATE DEPARTMENT

OF ALASKA OF TRANSPORTATION

& PU BLIC . F ACI LITI ES ---=========~> · <C========~--

PROPOSED HIGHWA.Y PROJECT NH-065-1 (21 )/60550

-STEESE HIGHWAY-FOX WEIGH STATION

6-<./\ 7

8-9 10-11

12 13 14 15

16-lbA 17 18 19 20 21

22 23 24

25-26 27

STATE PROJECT DESIGNATION YEAR SHEET TOTAl NO. SHEETS

ALASKA NH-065-1(21)/60550 2005 27

CDS ROUTE: 152000 MILEPOINT: 11 .094 TO P:\99109500\C\REVlSION 1 \COOOOT1991 095OO-T1

DISCIPLINE SHEEr REFERENCE

INDEX OF SHEETS DISC, REF.. DESCRIPTION

S1 E1 E2

E3 E4 E5 E6 E7 E8

E9 E10 E11

E12

TITLE SHEET SECTIONS

EST[MATE OF QUANTmES/r\l'~"\. Q\VS.

NOTES, SUMMARIES, "AND CONTROL ' DEMOUTION PLAN STRIPING AND SIGNING PLAN SCALE ELECTRICAL SITE DEMOUTION ELECTRICAL TURNOUT DEMOLITION & NEW UGHTING PLAN

NEW ELECTRICAL SITE PLAN Ic...c. ~O, \0

ELECTRICAL SCALE DEMOUTION SCALE UGHTING & POWER SCALE PIT HEAT TRACE ELECTRICAL DETAILS ELECTRICAl CONTROLS -MECHANICAl ROOM

MISCELlANEOUS ELECTRICAL DETAILS MISCELlANEOUS ELECTRICAL DETAILS LIGHTING SYSTEM POLE & J-BOX WIRING DETAILS

PANEL SCHEDULES OPEN CLOSED SIGN DETAILS OPEN CLOSED SIGN DETAILS

THE FOLLOWING STANDARD DRAWINGS APPLY TO THIS PROJECT:

A-1, D-22.01, D-35.00, D-37.01, G-00.01, G-04.07W, G-10.01, G~3.:.Qo. .... L-<1110, L-23.01. S-05.Q1. S-30.03. S-31.00, T-20.02

~-01.02 15':' 01>2) ......... ~

PROJECT LOCATION

CHENA

1 7- -0 o INAGE & CUL RT REPLACEMENT .... ...... -

--- DESIGN DESIGNATIONS ADT (2005) 1462 - ._ ... -ADT (2025) 2425 . .. ~ DESIGN HOURLY VOLUME (DHV) 12% PERCENT TRUCKS (T) 17% DIRECTIONAl SPUT (D) 35-65 DESIGN SPEED (V) MPH 50

PROJECT SUMMARY INSTAlL A NEW MULTI-PLATFORM SCALE SYSTEM AND REMOVE OLD SCALE. UPGRADE SITE ACCESS WITH MODIFICATIONS TO THE APPROACHES AND ROADWAY TURN LANE- INSTALL PAVING GRADING AND DRAINAGE FEATURES. INSTALL A NEW SEPTIC SYSTEM. UPGRADED UGHTING, NEW OPEN/CLOSED SIGNS AND MISCELLANEOUS APPURTENANCES.

PlANS OEVaOPfD BY: STATE OF ALASKA DEPARTMENT OF TRANSPORTATION

lie

PPC. INC.

PUBLIC FACILITIES APPROVED BY:

Dovid T. Bloom, P.E. Preconstruction Engineer, Northern ~on ACCEPTED FOR CONSTRUCTION

DATE __ _

DATE __ _

REVISIONS mI P E. ··>·l··· ____________________ ~I~. ~. ______________________________ ~~~~~~~~~~~~~~~2.L_~~::=__L_.J~~eg~:,~WQ~IJ·O~i'!et~··~orec~. ·~NO~rtJ,~orn~R.~91!:on~ ______ ..J

(

----- ----_ .. . _-- ----_.

STATE PROJECT DESIGNATION YEAR SHEET TOTAL NO. .sHEETS

EXISTING 6" BASE 2.5" ASPHALT EXISTING ALASKA NH-065-1 (21 )/60550 2005 2 27 SEE PlAN FOR BASE. COURSE· COURSE (lYP) CONCRETE (lYP) ASPHALT

CONCRETE EXISTING 1 W HOPE wrrH HEAT

HORIZONTAL AND VERTICAL CONTROL ~ . P:\991 09500\C\COOOODTr.:9::::91-:::09=:5-:-:-C.;,:1~=---r_.-,,----I . DISCIPLINE SHEET

REFERENCE 11 STRUCTURAL TRACE. 2% MIN I S' CALE EXISTING BASE

~E=F=IL=L=oY~P=)~========~=+=TO=W=AR=D==S=U=MP='~==~ __ -=== ____ ==~======~=7~~COURSE (lYP) GRUBBING L1MrrS "l

SELECTED MATERIAL, lYPE A

( 5/16"~ SS 7x19 \

~:

'EXlSTING STRUCTURAL FILL (lYP)

SEEDING L1MrrS

~::;;:::~i. ~ r 2'

BENCH EXISTING SLOPE AS SPECIFIED

12'x20'x6" P.C,C. PAD WITH #4 REBAR AT 12" OCEW

~~;~ D''-2-i-, (lY-JP

) ---.. SUMP PUMP - •• ---•• __ •• 1~" FLANGED \ - - - - - --

SELECTED MATERIAL, lYPE A '----.. HOPE " - - - - - - - - - - - - - - - - - - - - - - - - - - - ---, /_--- SELECTED MATERIAL,

'\./" -"'" lYPE C

.,/", 4' --,,-,

1~" STEEL PIPE ---

SECTION

d4' . _~10' ---i .4%

6" BASE COURSE

3' SELECTED MATERIAL, lYPE A

EDGE OF EXISTING . ~SPHALT

CONCRETE

EXISTING BASE COURSE

EXISTING STRUCTURAL FfLL

EXCAVATION LIMITS

•• WARP SLOPE TO 6:1 FROM POINT (@) TO POINT (502) AND MAINTAIN 6: 1 SLOPE AROUND EXrr RADIUS. SEE SHEET C9 FOR POINT LOCATIONS. WIRE ROPE (4 EACH ~'

SPACED EVENLY AT-" 4' OC) -- __ • PLACE ADDmONAL BASE COURSE AS

REQUIRED TO MAINTAIN GRADE FOR NEW ASPHALT CONCRETE SURFACE

/ " ' . ~4· . ·' ' ~ .\, EXTENDED PARKING AREA

L2x3x1/4xO-3" \,

( \ 1 /2"~ SS HILTI ,J' KWIK BOLT " W/ 3 1/2" EMBED

,~ -/' '-----. __ .. ...--/,.

SECTION SCALE AND HOLDING TANK NOT TO SCAlE

CLEARING L1MrrS

1--______ G~R~U~B~B!!!IN~G~L~IM~rr!.::S~ _____ ~ 2'

EDGE OF EXISTING ASPHALT CONCRETE

3' SELECTED W-.t~RIAL, lYPE A

EXCAVATION LIMIT

SEEDING LIMITS

-J--SELECTED -- - _ MATERIAL, lYPE C~ - - - - - - - - - ••

BENCH EXISTING SLOPE AS SPECIFIED

EXISTING GROUND

SECTION ENTRANCE WIDENING NOT TO SCAlE

I '.~ \ ( '~'d, '\

\ 4 ~ 4·. j \. ~ L...,1z:pJc:::::=::Jl-,-J , '.. ,j' \ ~.' ,

-. lW' NPT :. .1 '" DISCHARGE /'

--"'-.-. /" ............. ,----_._ .. ----

BARRY CRAFT lYPE A GRATE (HS-20 LOADING) OR EQUIVALENT ~"

. - - - - - - - - - - - - - - - - -f'1IIZ::o:::a.a=zn EXISTING GROUND

VENT CAP

STEEL VENT PIPE

NOT TO SCAlE

BARRY CRAFT lYPE D SOUD COVER (HS-:iO LOADING) OR EQUIVALENT

lYPE " JUNCTION BOX, SEE STD DWG L-23.01

RUNOFF HOLDING TANK

DETAIL: RUNOFF HOLDING TANK VENT & PUMp·OUT PIPES NOT TO SCAlE

-~ ... .

T\\\S ~,p,'C\''''R'''L -I'A"EMI;N'\' '<"E'c..,'01-l A.,-SO

A"~'-I';:~ "" ..... \\E 1\lQw S'oE'.t"\ se;VJIC.i>. 'M .... N"I:>\..~ (Se. ... 5,,~eT' >\0. S J.

CAP

STEEL PUMP-OUT PIPE

AS-BUILT PLANS

SECTIONS

.. SEE~

'$

jEXISTING TURN LANE

EXISTING ROADWAY EMBANKMENT ___ oJ

SHOULDER AS SHOWN

EXCAVATION LIMIT

~ STEESE EXPRESSWAY

12'

------------

SEEDING LIMITS "s" LINE ., I CLEARING LIMITS

I GRUBBING LIMITS

I ~ARIES I 24'

I .. \ I' ,

I

~ ________ -=S=EE~D~IN~G~L~IM~ITS~ ________ ~:12' • I -

It~' 2.5" ASPHALT CONCRETE

- - - - - - - 6" BASE COURSE dJ . - - - - - - - - ____________ \ __ 3~ _ ~~~E_C:~~ _ ~~~~I~~,_ :::~~ _~ _____________________________________________ _

SELECTED MATERIAL, TYPE C

EXISTING GROUND • SLOPE VARIES, SEE PLAN

SECTION ~ STEESE TURN LANE CiC2 NOT TO SCAlE

CLEARING LIMITS

GRUBBING LIMITS 2' ~--------------~~~~~~--------------~

"s" LINE 24' SEEDING LIMITS

GUARDRAIL :l J= REMOVE EXISTING 2'

_____________ Jr-· EX""'NG :HOULOER I W-BEAM GUARDRAIl. SEE STD DWGS G-00.01, G-04.07W. G-10.01 & G-13.00

2.5" ASPHALT CONCRETE

6" BASE COURSE

EXCAVATION LIMIT 3' SELECTED MATERIAL. TYP~-!JA-- - - - -_ --- _ <,.,. SELECTED MATERIAL, TYPE C / - - - _ •

BENCH EXISTING SLOPE AS SPECIFIED -.I -------• SLOPE VARIES, SEE PLAN

.* TRANSITION SLOPE TO T~"I'lS\T'ol'l CO""""'I'-"'I.... MOO'<","-O '" "".cO"" l"Q~""> <.. c..",~"~ .. E>"~' '1)

4:1 BETWEEN "S"11+00 AND "S"11 +25

SECTION: TURN LANE ADJACENT ~ TO STEESE EXPRESSWAY CiC2 NOT TO SCALE

----- --.------

EDGE OF EXISTING ASPHALT CONCRETE

STATE PROJECT DESIGNATION YEAR SHEET TOTAl NO. SHEETS

ALASKA NH-065-1(21)/60550 2005 3 27

P:\991 09500\C\COOOODTr:9~91.::,09::::5..".-C::::2~=---'-_--r_-I DISCIPLINE SHEET REFERENCE

4' SEE ffi

f--...:.....~ __________ --=S=EE:::D~IN~G~L::..:.IM:.:..:.IT.!.!S"---_________ '$

____ j ~~snNG TURN lANE

SECTION: GRADING BETWEEN TURN ~ LANE AND ADJACENT HIGHWAY CiC2 NOT 10 SCAlE

AS-BUILT PLANS

JNITIALS~DATE~

SECTIONS

11

E c.

OD ~ C;

CONNECT TO EXISTING SEWER AT CLEANOUT. INSTALL NEW CLEANOUT.

_SE_E_E/~CC74. J ~ SEPTIC TANK

10' CLEANOUT (TYP)

'itt -~-.. -(=l- -.'~, (:) BonOM LIMITS OF DRAINAGE ROCK

" 1 ii, ,I 'I' , LEACH FIELD N

I ~ , , t i I

DRAINAGE ROCK~ )"Cl"--"j" LEACH FIELD " 11 ' C C3

PLAN A SEPTIC SYSTEM

NOT TO SCIU

2% --

FINISHED GRADE, 4' MIN FILL OVER PIPES, TANK AND LEACH FIELD

SECTION SEPTIC SYSTEM NOT m SCIU

MONITOR TUBE (TYP OF 2)

STATE PROJECT DESIGNATION YEAR SHEET TOTAL NO. SHEETS

ALASKA NH-065-1 (21 )/60550 2005 4 27

P:\991 09500\ C\COOOODTr.:9~91-:::09",57.'-C3~=::;--"--_"--_-I DISCIPUNE SHEET REFERENCE 11

NON-PERFORATED SEED DISTURBED AREA 4" HOPE PIPE

4" HOPE MONITOR TUBE ClYP OF 2)

l

3' TYP

PERF0RATED 4" HDPE PIPE

9.5' lYP

HOPE PERFORATED PIPE

EXCAVATION LIMITS ---'

2" EXTRUDED POLYSTYRENE INSULATION

12" MIN POROUS BACKFILL MATERIAL

NOTE: PERFORATED PIPE SHALL BE LEVEL

PLAN DRAINAGE ROCK LEACH FIELD NOT TO SCIU

SECTION ~ DRAINAGE ROCK LEACH FIELD

C3C3 NOT 10 SCIU

SEED DISTURBED AREA

4" HDPE RISER WITH CLEANOUT CAP (lYP) -------___ . INSULATE AND

WRAP RISER WITH (3) WRAPS OF 6 MIL POLYETHYLENE

o\~ ,

i") 5% - THREADED ADAPTER (TYP)

~ INSULATED 20"j/l 4: 7

• ·l~I~~I~~· ~·R~U·N·~ •• , ACCESS MANHOLE WITH ••• ' •

~'; "~2~%;:~':' '"V:-~RI!:22=:JII ::C:~II:~I~~'~ 'l.~2~%:'.~':' '~'rCOVER (TYP OF 2) .' •••

STANDARD 1000 GAL ARCTIC PIPE W/ NO JOINTS FROM ARCTIC PIPE WITH HEAT TRACE -_.-./

THREADED ADAPTER

EXCAVATION LIMITS

II SEPTIC TANK II TANK TO LEACH FIELD

SELECTED MATERIAL, TYPE C

:~~~~~~~~~~~~~:;.t7t--80· OF HEAT TRACE ON BonOM 2/3· OF TANK WITH ADDITIONAL 20' OF HEAT TRACE FOR CONNECTIONS TO INFLUENT PIPE. SEE ELECTRICAL.

.•... ; .. '.' '. '" .,.

S'

SECTION ~ SEPTIC TANK

C3C3 NOrm SC.II.£

SAND BLANKET MATERIAL

SEED DISTURBED AREA

USE NEOPRENE GASKET MATERIAL BETWEEN THE TANK AND HOLD DOWN

.. 5% STRAPS (lYP) I 1 __ -----==.--'.:==-;----__ 4:7

~~16~I~g J" " ". ---.. -_. , . --, , ---".. .. _ .... -'gt~~4~Tm~TYsr o~Oif SELECTED MATERIAL, TYPE C

EXCAVATION LIMITS

SAND BLANKET MATERIAL

#5 REBAR 12" OC BOTH WAYS, CENTER IN SLAB

12" CONCRETE SLAB

, 7/S"j/l FORGED STEEL T()RNBUCKLES (lYP OF 4)

/ 7/S"Glx12" ANCHOR BOLTS A'307 THREADED (TYP OF 4)

··:\;~·~~~i~(:,:.::;~~I;~~:.:<,.~ .. :.:.i.; 1:~~~\·:,;~~~'~S·:··:· N1 AS .. BUIL l -:PLANS r--------i

I' •. .. .... ' 7' . . ~ . .. -.I . INITI~LDATE~1 SECTION

~ SEPTIC TANK CC3 NOr TO SC.II.£ DETAILS

1

PAllED I NON-PAllED •

------- -~===t===i=:=.::::::t---~7--- -------­EXISTING GROUND

3' SELECTED MATERIAL, lYPE A

EXCAVATION IJMITS

SEcnON TYPICAL TRENCH NOT 10 SCAlf

/ MAINTAIN SAFE SLOPES

MANHOLE SHAlL CONFORM TO ASTM C-4,78-90 .

~~ltf'l£ .c SOLID I\<4~OU! Lib ' .,-0'" ./.AV'. 10,.,$41."

PRECAST CONCRETE REDUCING StA6

">£ •• C.:nfO M"''''e~IA,--rrPIF c. ....... ~ ___ ~

3/4" HAT CHANNEL WITH SPARE HEAT TRACE-----....

10" CSP JACKET, 16 GAUGE

EXISTING BUILDING

DETAIL ~ ARCnCPIPE ~& NOfiOS&i

3/4" HAT CHANNEL WI HEAT TRACE

4"x10" HOPE ARCTIC PIPE SOR 17

URETHANE INSULATION

INLAND FOUNDRY6

INC. UNIT 200 CLEAN UT RING AND COVER, OR EQUIVALENT

EXISTING ASPHALT

h-~--J·---CONCRETE

EXISTING 4" CI

DETAIL

3" SPRAYED POLYURETHANE INSULATION. WRAP RISER WITH 3 WRAPS OF 6 MIL POLYETHYLENE

4" HOPE. SDR 17

4"X10· HOPE ARCTIC PIPE

4"X4" HOPE WYE

FLANGE CONNECTOR ADAPTER WITH CAST IRON RING

CLEANOUT AT BUILDING NOT 10 SCAlE

CLEANOUT CM'

GROUND SURFACE

45' BEND

FLOW ~~~~~~ DlRECTI01iI cal

DETAIL BELOW GROUND CLEANOUT NOT 10 SCAlf

6" BASE COURSE

3' SELECTED MATERIAL, lYPE A

SAWCUT EXISTING SIDEWALK

EXISTING SIDEWALK \ 6" PORTLAND CEMENT ._..L CONCRETE SIDEWALK

t~~~~~--~~·· AS-BUILT PLANS

DRILL 6" INTO EXISTING SIDEWALK AND EPOXY 18" LONG 1/3 REBAR 0 18" O.C.~ /13 REBAR 0 18" OCEW

12" SELECTED MATERIAL, lYPE A

STATE PROJECT DESIGNATION YEAR SHrn TOTAl NO. SHEETS

ALASKA NH-065-1(21)/60550 2005 5 27

P:\99109500\C\REVlSI0N 1 COOOODT991095-C4

DETAIL

DISCIPlINE SHEET REFERENCE

INITIAL SAW CUT

EXISTING ASPHALT PAVEMENT

SAWCUT AND PATCH NOT 10 SCAlE

;3" MIN 3/4" HEAT TRACE RMC. SEE ELECTRICAL.

1}f' HOPE, SDR 17

SPRAYED POLYURETHANE INSULATION

DETAIL: SUMP TO HOLDING TANK HDPE NOT 10 SCo\I.£

11

DETAIL; PORTLAND CEMENT CONCRETE SAWCUT AND PATCH - 6- DRAINAGE & CULVERT REPLACEMEN

... - -NOT 10 SCAlE DETAILS REVISIONS

________________ ___ [f)(JsnNG GROUND

CAP BACKSLOPES WITH 8" SILTY SOILS FROM EXCAVATION AND SEED. SUBSIDIARY TO 203 (3A).

________________ ____ [EXISTING GROUND

RIPRAP,

DITCH ~

I I

---------- -----1-------------

DETAIL RIP RAP

8 '

0.5'

DITCH PROFILE FINISH GRADE

SEE PLANS FOR INVERT ELEVATION

~'<j!",\-\ G""'~'V e.(l.,'OS\O~ ~I'o\ ,?\...",c.e.p ON 'BAC.'f',GLo~'> ~~~ c;..\'i:>ES .0 "P;>.O't-\OTEL

5E1:..'G G.~\Jo./T'r'<. ?E.fI... C'cV>.~c;,~ ~~E.R.. ~~. 8 .

AS-BillLT PLANS

INITIALS~DATE~

CLASS I RIPRAP ON FORESLOPE. TYP. ---~

CLASS I RIPRAP WITH VOIDS FIUED ON APRON. TYP.

DITCH PROFILE FINISH GRADE

L·5'TYP ~

6' AT INLET 10' AT OUTLET

o .. '

7- -0 .... -

DETAILS REVISIONS

------ _._--- --

STATE PROJECT DESIGNATION YEAR SHEET TOTAl NO. SHEETS

ALASKA NH-065-1 (21 )/60550 2005 5A 27

P:\99109500\C\REVlSION 1\COOOODT991 095-DISCIPLINE SHEET REFERENCE 11

60" CSP

CD ':P~J'~""~[,FFltON lH[ ..........

• ='..]'1;b,"',Q y:,.:&''"T~ It&.:.. J..wr~~~~PI'(ISRESntICTtO

.. ~ =sT. WIllIes. IUU.IM

4.. ~eo:OTO=:m\:,,== 1Z"" CEHr£!rL

L:l==~£~ trafI.IJU~T'EWP£.RtI,'M[Cf~.

RAI CU REP CEMENT --~~"':"t.. ~~"""'"

~~ ..•.. !~:t"~"""":~:'\ ..................... : .. 1

1_-:;1 '. Cl7131 ~

~~ \

FINAl.- ESTIMATE OF QUANTITIES ITEM NUMBER PAY ITEM 201 (3B) CLEARING AND GRUBBING

202 1) REMOVAL OF STRUCTURES AND OBSTRUCTIONS

203 (3A) UNCLASSIFIED EXCAVATION 203 (6) BORROW

301 1) AGGREGATE BASE COURSE, GRADING 0-1

n.I J , , c DE!.\.-'E."ED 'f>'( c:o.:\\'-2. , I I " " 1/

603 (1-18) 18 INCH CSP 603 (3-18) END SECTION FOR 18 INCH CSP

604 (1) STORM SEWER MANHOLE

606 1) W-BEAM GUARDRAIL 606 6) REMOVING AND DISPOSING OF GUARDRAIL

615 (1) STANDARD SIGN

618 (2) SEEDING

626 (3) SEPTIC SYSTEM

640 (1) MOBILIZATION AND DEMOBILIZATION

641 1 EROSION AND POLLUTION CONTROL ADMINISTRATION TEMPORARY EROSION AND POLLUTION CONTROL 641 3

641 4 TEMPORARY EROSION AND POLLUTION CONTROL AMENDMENTS

642 (1)

643 (2) 643 (25)

644 1

660 (3) 660 (14) 660 (32)

CONSTRUCTION SURVEYING

TRAFFIC MAINTENANCE TRAFFIC CONTROL

FIELD OFFICE

( I

HIGHWAY UGHTING SYSTEM COMPLETE MISCELLANEOUS ELECTRICAL ELECTRONIC SIGN SYSTEM COMPLETE

PAY UNIT QUANTITY LUMP SUM ALL REQ D

LUMP SUM

LUMP SUM TON

TON

TeN -TeN--

UNEAR FOOT EACH

EACH

UNEAR FOOT UNEAR FOOT

SQUARE FOOT

POUND

LUMP SUM

LUMP SUM

LUMP SUM LUMP SUM CONTINGENT SUM

LUMP SUM

LUMP SUM CONTINGENT SUM

LUMP SUM

LUMP SUM LUMP SUM LUMP SUM

ALL REQ'D

ALL REQ'D 25,656

-+.-+ee-

--TtZ----43-

156 3

1

112.5 136

76

60

ALL REQ'D

ALL REQ'D

ALL REQ'D ALL REQ'D AlL REQ'O

ALL REQ'D

ALL REQ'D All REa 0

ALL REQ'D , ,

"'-'- " ...... v

ALL REQ'D ALL REQ 0 ALL REQ'D

663 (1) WEIGH SCALE SYSTEM COMPLETE LUMP SUM ~~~~-~==~~~~~~~~~~----------------~~~~=.- -- ALL REQ'D

,

17)3"10

2.0\ 'l

<$ 0.00

~S(,, 2.C.2..

--------------------------r ." ." -v- -v- ... ... ESTIMATE OF ADDITIONAL QUANTITIES ." ." ." ." ." ." -v- ." ~

E ( ITEM NUMBER PAY ITEM PAY UNIT QUANTITY ~ ~ f 301 (1) AGGREGATE BASE COURSE, GRADING 0-1 TON 260 )

~ ( J09 (1) SAND SWRRY ._.__ CUBIC YARO. • 125 ~ ~ (> 401 (1) ASPHALT CONCRETE. TYPE II; CLASS B TON 110 <)

, ~ 401{2} ASPHALT CEMENT, GRADE PG 58-28 TON 7

.> '> <

STATE PROJECT DESIGNATION YEAR S~~~ :~~ ALASKA NH-065-1 (21 )/60550 2005 6 27

P:\99109500\C\REVlSION 1\ COl OOtb99l 095-Estimate

ESTIMATING FACTORS IDISCIPUNE SHEET C5 11 REFERENCE

ITEM NUMBER ITEM FACTOR 203 6 BORROW _ 2 TO~ PER CUBIC YARD

~3O~l~-Il :----~AGG~Ro'=E:-,.G'-:-::AT==E:-=BAS:-=:E:-C-=-O=U-=R=-=S:=E- ----.-=1.-9::--=:'--6 TON PER CUBIC YARD

401 1 ASPHALT CONCRETE, TYPE II, CLASS B 0.056 TON PER SQ YARD - INCH 401 2 ASPHALT CEMENT, GRADE PG 58-28 6?- OF TOTAL WEIGHT OF 401 (1) 618 2 SEEDING 0.93 LBS / 1000 SQUARE FEET

ESTIMATED LUMP SUM QUANTITIES ITEM NUMBER PAY ITEM UNIT QUANTITY 201 3B) CLEARING AND GRUBBING ACRE 0.81 202 (1) REMOVAL OF STRUCTURES AND OBSTRUCTIONS

SLAB ON GRADE REMOVAL CUBIC YARD 42 SCALE PIT REMOVAL CUBIC YARD 24 SEPTIC TANK REMOVAL LUMP SUM ALL REQ'D PAVEMENT REMOVAL SQUARE YARD 2,093 OBLITERATION OF ROADWAY SQUARE YARD 680

203 3A) UNCLASSIFIED EXCAVATION CUBIC YARD 1,500

626 (3) SEPTIC SYSTEM 1000 GALLON SEPTIC TANK EACH 1 LEACH FIELD EACH 1 4 W HDPE SANITARY SEWER CONDUIT UNEAR FOOT 100 4" FLUSHWELL WITH r.ONCRETE BOX AND UD EACH 1

663 (1) WEIGH SCALE SYSTEM COMPLETE SCALE PIT CONCRETE AND REINFORCEMENT CUBIC YARD 180 SCALES (1 EACH 10', 20', 50') LUMP SUM All REQ'D TRENCH DRAIN UNEAR FEET 82 SUMP EACH 1 SUMP PUMP EACH 1 \.. 6500 GALLON HOLDING TANK EACH 1 CONCRETE TIE DOWN PAD LUMP SUM ALL REQ'D

-670 10) METHYL METHACRYlATE PAVEMENT MARKINGS

METHYL METHACRYlATE UNES 4" UNEAR FOOT 2,20-0 METHYL METHACRYlATE SYMBOL EACH 1

AS-BUILT PLANS

ESTIMATE OF ADDITIONAL LUMP SUM QUANTITIES ~ ITEM NUMBER PAY ITEM UNIT QUANTITY <)

~ 201 (3B} CLEARING AND GRUBBING ACRE 0.15 <

~ 202 (1) REMOVAL OF STRUCTURES AND OBSTRUCTIONS ) t PAVEMENT REMOVAL SQUARE YARD 780) > < ~ 203 (3A) UNCLASSIFIED EXCAVATION CUBIC YARD 1200)

~ 670 (10) METHYL METHACRYLATE PAVEMENT MARKINGS ) ( METHYL METHACRYLATE LINES 4- LINEAR FOOT 230) '-.A._.A._A~A_.A.~.A._A~

~~~I • ,,~ .. , 4'~" ,.... t> 603 (1-60) 60 INCH CSP LINEAR FOOT 262 ) FINAL AND 7¥:::. Se.e S\-.e.e-\- No, C,A ~or Nt.w r~s . . . - ~~-----r------------------_4

b!49DJ Jq' \*'~

~ ...................... '~ .................... , .. t 611 (2) RIPRAP, CLASS I TON 75 ~)

(> ) 618 (2 SEEDING POUND 10

F,,, .. \ Q""",+;;:,e.~ "By ('h,"",;),,-, e>o~~r

A"o S"'rf'\o""~r"\""\ A~r .. e""e .... + ESTIMATE OF" QUANTITIES

1 7 26-05 DRAINAGE Be ULVERl REP.AC EMENl -REVISIONS

,~ROIW.D II. lIIHAIT.~ ~. amI ~ I,~

--_ . .. .. --.-

STATE I PROJECT DESIGNATION YEAR SHEET TOTAL NO. SHEETS

ALASKA !NH-065-1(21)/60550 2005 ~

"'" 27

U:\Hwy\60550\Drofting\ConstAsBuilt2-sign housing

-. ,

I

i FINAL QUANTITIES

I , NEW ITEMS BY CHANGE ORDER ,

Change ITEM NO. Order # ITEM UNIT QUANTITY !

I 203(20) 4 Provide Safe Slopes L.S. All Req'd

401(10) 2 Asphalt Concrete High Fracture TON 826.55

401(15) 2 Asphalt Cement Grade PG 52-28 TON 43.807

401(20) 3 Asphalt Cement Joint Adhesive L.S. All Req'd ! I

606(20) 4 Modify Guardrail Transition L.S. All Req'd i

615(8) 8 Sign Post Foundations L.S. All Req'd

I 616(5) 7 Thaw Pipe Standpipe Mountin!ls L.S. A" Req'd

619(3) 8 Erosion Control Blanket L.S. All Req'd

626(20) 4 Marker for Exposed Septic System Piping L.S. All Req'd

660(33) 5 Additional Work on Open/Closed Signs L.S. All Req'd

I 660(34} 6 Relocate Fixed Message Sign L.S. A" R~q'd

660(50) 4 Feed Conduit to Power Scales L.S. A"R~'d

660(60) 4 Reroute Power to Panel "B" L.S. All RElg'd

I 660(64) 1 Reroute Electrical L.S. A" Req'd

660(70A) 10 Electrical Troubleshoot Work . - . .. ~.S . .. ~!L~e~(L

660(70B) 10 Electrical Repair Work L.S. All Req'd

66O(70C) 11 Lighting Repair Work L.S. All Req'd

660(8) 4 Light Pole Base Plate Adapters L.S. A" Req'd

663(10) 4 Modify Nosing for Bumper Plate L.S. AII~d I

663(15) 4 Concrete Deck Hardener L.S. AII~d

663(20) 4 T-Belt for Scale Deck L.S. All Req'd

663(30) 4 Certification of Scale L.S. All Req'd

670(11) 7 Modified Methvl Meth. Pavement Markin!ls L.S. A" Req'd

900© 9 Additional Utility Work L.S. All Req'd

I

SUPPLEMENTAL AGREEMENT NO.1 I ,

ITEM NO. ITEM UNIT QUANTITY

603(100) Fish Passage Culvert L.S. All Req'd

I

I --r: I

AS-BUILT PLANS -. . .

~

INITIALS~DATE~ E -=:~~~ S '"

~'t: .. , if' a; 0 (~~~'':\ '" 0

~ Nf;..VV \\EN\5 "BY Ct\A~C;E. ORPER ~ ~. ~J '" SIJ?PL£ME.NTA\.... AG.",,~.:~:.ME.~~.\ ~\~",·· · ·~i.I N A~O ,; \\~~~..,..-~

COORDINATE TABLE POINT NORTHING EASTING ElEVATION DESCRIPTION 101 3029.41 4819.49 104.70 CENTERLINE SCALE / EDGE OF PCC 102 3029.52 4923.49 104.70 CENTERLINE SCALE / EDGE OF PCC 150 2965.49 4717.51 103.52 MANHOLE 151 2948.63 5024.58 --- SEPTIC TANK 500 3049.61 4665.70 MATCH EXlsnNG PC 501 2949.88 4728.91 102.70 MIDPOINT OF CURVE 502 2957.21 4771.68 103.36 PRC 503 2951.72 4793.50 103.36 PC 504 2953.14 5008.94 103.27 PC 505 2958.91 5030.68 103.26 PRe 506 2949.06 5076.07 103.71 MIDPOINT OF CURVE 507 3013.16 5166.90 106.51 PRe 508 3011.27 5216.09 MATCH EXlsnNG PC 509 3052.91 5093.80 105.33 MIDPOINT OF CURVE 510 2943.48 5191.57 MATCH EXlsnNG BEGIN TAPER 700 2555.47 4988.24 103.57 PC 701 2551.39 4977.38 103.83 PC / BEGIN TAPER 702 2569.29 4961.78 104.28 END TAPER 703 2694.51 4877.19 103.30 PC / BEGIN TAPER 704 2735.03 4916.16 103.00 END TAPER

- 705 2812.51 5039.23 103.95 PC 706 2820.18 5030.38 104.16 PC / BEGIN TAPER 707 2790.93 4985.41 MATCH EXlsnNG END TAPER 801 2412.25 5031.99 MATCH EXlsnNG BEGIN "s" LINE

!4 iBD2 .,ona ,;,,;, .!i.115..2..4. UATC'J.l lINU LENI:I... DS" ..LIlliE. 900 3116.87 4932.79 90.33 DITCH ELEVAnON 1

I 901 3110.70 4766.49 90.13 DITCH ELEVAnON ~ ( 902 3107.73 4765.49 89.63 INVERT ELEVAnON I ---------- - - ---

SUMMARY OF SIGNS TURN LANE

SIGN STATION LT RT CODE LEGEND ~:~~ THICKNESS (In) BASE No No UNFRAMED

CD ·S"ll +95 X W13-2 EXIT 30 MPH 36x46 0.125 STC

® ·S"14+75 X Rl-2 YIELD 36x36 0.125 STC

@ "S"13+35 X W8-6 TRUCK CROSSING 36x36 0.125 STC

WEIGH STATION SIGN NORTHING EASTING CODE LEGEND SIZE THICKNESS (In) BASE No . No (In) UNFRAMED

@ 2907 5165 08-3 (ARROW LT) WEIGH STATION 60x36 0.125 rcs

® 2930 4726 Rl-1 STOP 30x30 0.125 STC

® 2926 4726 R5-1 DO NOT ENTER 36x36 0.125 STC

ill 2904 4743 09-3 (TENT SYMBOL) 24x24 0.125 STC

® • 09-308 1500 FT 24x6 0.125 STC

® 3059 4639 Rl-1 STOP 30x30 0.125 STC

@ 3062 4637 R5-1 DO NOT ENTER 36x36 0.125 STC

• ATIACH SIGN TO THE SAME POST AS THE TOTAL PREVIOUS NUMBERED SIGN IN THE SUMMARY

SUMMARY OF LlGHTPOLES WEIGH STATION TURN LANE UGHTPOLE No NORTHING EASTING UGHTPOLE No STATION OFFSET

1 2946 4813 (6] ·S"12+07 3O'RT r2: 2946 4911 0 "S"14+07 30 RT J: 2947 4999 4 2928 5075 ~ 3058 5097

SURVEY NOTES:

1. HORIZONTAL CONTROL IS BASED ON LOCAL CONTROL POINTS CPl AND CP 600. CPl IS AN UNMARKED 2

w BRASS DISK IN

6" DIAMETER CONCRETE. CP 600 IS A 5/8D

REBAR SET IN THE GRAVEL SHOULDER NORTH OF THE ASPHALT ENTRANCE TO THE ELLIOT HIGHWAY. BASIS OF BEARING IS N 80"28'55" W FROM CP 1 TO CP 600.

2. VERTICAL CONTROL IS BASED ON THE FINISHED FLOOR ELEVATION, 105.60, OF THE SCALE HOUSE, AS SHOWN ON THE SITE PLAN FOR ALASKA DOT&PF PROJECT NUMBER F-065-1(4).

3. ALL UNITS ARE U.S. SURVEY FEET.

4. PLAN NORTH IS PERPENDICULAR TO THE ORIENTATION OF EXISnNG SCALES.

5. LOCATIONS OF UNDERGROUND UTILmES ARE BASED ON THE EVIDENCE OF ABOVE GROUND IMPROVEMENTS. ALL UNDERGROUND unLITIES MAY NOT BE DEPICTED ON THE PLAN DRAWINGS. CONTACT UnUTY COMPANIES PRIOR TO ANY EXCAVAnON.

ABBREVIATIONS: .

CI CAST IRON CSP CORRUGATED STEEL PIPE

EL, ELEV ELEVATION EW EACH WAY

FCS FRANGIBLE COUPLING SYSTEM F.F. FINISHED FLOOR

HOPE HIGH DENSITY POLYETHYlENE AREA POST

lesq ft' TYPE SIZE (In) No IE INVERT ELEVAnON

12 PST 2.5x2.5 1 L ARC LENGTH

4.5 PST 2.5x2.5 1 LT LEFT

9 PST 2.5x2.5 1 MIN MINIMUM

NPT NATIONAL PIPE THREAD

AREA POST OC ON CENTER

(SQ tt) OCEW ON CENTER EACH WAY TYPE SIZE (In No

15 TS 2.5x2.5 2 P.C.C. PORTLAND CEMENT CONCRETE PST PERFORATED STEEL TUBE

6.25 PST 2.5x2.5 1 R RADIUS

9 PST 2.5x2.5 RMC RIGID METAL CONDUIT

4 PST 2.5x2.5 1 RT RIGHT

PST 2.5x2.5 S SLOPE STC SLEEVE TYPE CONCRETE

6.25 PST 2.5x2.5 STD DWG STANDARD DRAWING

9 PST 2.5x2.5 T TANGENT LENGTH TS TUBE STEEL

76 TYP TYPICAL

D. DELTA ANGLE ra DIAMETER

AS-BUILT PLANS

STATE PROJECT DESIGNATION YEAR SHEET TOTAl

SIGNING NOTES: NO. SHEETS

1. LOCATE ALL UNDERGROUND UnUnES PRIOR TO ALASKA NH-065-1 (21 )/60550 2005 7 27

INSTALLING NEW SIGN POSTS. P:\99109500\C\RE.VISION 1 \CO 1 OOtb991 O95-C6

SIGN POST LENGTHS SHALL BE DETERMINED IN I DISCIPlINE SHEET C6 11 2. REFERENCE

THE FIELD BY THE CONTRACTOR TO MEET STANDARD DRAWING S-05.01.

3~ -;\-\1:: ·~Y.\S.TIl\lG 1)1-2.A.-2. ~e.ST\~A."'f'\O~ !:,\G.N 'f"o1.llU) ..... T1D~ .. Sy& .. ~M A~'O >,0.5\,,:' 'WE:I'._G. 'R~~L."'CI!>P w 1\-1-\ '3">< :3" \~ '?O~,":> ANi) B~E;""""WA." F~A.""G>\6L..e. CC)\.)?\...\l\l~S ~~ c.o.~". 8,

GENERAL NOTES:

1. ALL EXCAVAnONS SHALL MAINTAIN SAFE SLOPES IN ACCORDANCE WITH THE REQUIREMENTS OF SPECIFlCATION SECTION 107-1.01.

LEGEND: PROPOSED ..... UGHT POLE

...- SIGN

(Q) MANHOLE

- GRADE TO DRAIN

@ UGHTPOLE NUMBER

@ SIGN NUMBER

~ CONTROL POINT

o 0 U 0 u GUARD RAIL

- EP -- EDGE OF PAVEMENT

- SH -- SHOULDER

- - - - SANITARY SEWER

~CLEARING LIMIT . . ~DEMOLmON

~-----< CULVERT

t·:·:'·:~'·:~:··1 ASPHALT CONCRETE

f· .. , !; •. j :I CONCRETE ,'l-

,cP' SPOT ELEVATION x ______ CUT

••••••••••• FILL

DET AIL IDENTIFICATION

)¥J .. ;i;! >--.-DETAIL LETTER 1 ~ SHEET WHERE DETAIL IS DRAWN

L-----SHEET FROM WHICH DETAIL IS CALLED

\ /

EXISTING

-EP-- EDGE OF PAVEMENT -55- SANITARY SEWER -SH- SHOULDER

-~- UNDERGROUND ELECTRIC fUEL UNDERGROUND FUEL

- O~- OVERHEAD ELECTRIC

----- '- EDGE OF WATER

-ell - HIGHWAY CENTERUNE 000 tJ '0 GUARD RAIL ~ TREE UNE

- - - - - - - - TOP OF BANK .. .. .. .. ... TOE OF SLOPE

"U"" SIGN

cj MESSAGE BOARD

<>-4 LIGHT POLE a MARKER MONUMENT

BOLLARD BOLLARD

.... d''!'' SPOT ELEVATION

'WELL WELL, FUEL FILL, VENT OR OTHER RISER (WITH LABEL)

Cl SANITARY SEWER CLEANOUT ., RIGHT-OF-WAY MONUMENT !!J.~q' CONTROL POINT 0 POWER POLE

------- -- ----;1 GUY WIRE ")------ CULVERT

0 PHONE PEDESTAL

f, r;··:j'1 CONCRETE

NOTES. SUMMARIES. - -0 DRAINAGE &; CUL REPlACEMENT

... - -AND CONTROL REVISIONS

. .

,

;200 + + /Ila.. ____ _

E .g ~ ...,

\ 0 .........

~ :; .:z .~

~\ ~

0 \ 0

\ I"-

'"

+ SHEET NOTES:

1. SAWCUT PAVEMENT AT ALL LOCATIONS WHERE NEW PAVEMENT WILL MATCH EXISTING. SEE F /C4 FOR DETAIL.

2. SALVAGE INFORMATION SIGNS AND DELIVER TO ADOT FAIRBANKS MAINTENANCE STATION.

3. PUMP TANK TO REMOVE SEWAGE AND REMOVE TANK. COMPLY WITH ALL. REQUIREM~NTS OF AlASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION WASTEWATER TREATMENT AND DISPOSAL SYSTEMS.

STATE PROJECT DESIGNATION YEAR SHEET TOTAl. NO. SHEETS

AlASKA NH-065-1(21)/6055D 2005 8 27

P:\99109500\C\REVlSION 1'.,COOOODM99109500-DEMO -t I DISCIPLINE SHEET C7 11 I REFERENCE -t

4. SEE · ELECTRICAL FOR ADDITIONAL DEMOLITION.

5. THIS WORK IS' SUBSIDIARY TO PAY ITEM 202( 1). REMOVAL OF STRUCTURES AND OBSTRUCTIONS.

G. ,..\\E.. V 1)<. 1=.0 ME.SSf\G.>;' SIc"N 'R~",c'ffiD A\1!) 'RE LOC.f>.\~'D"'~ C.~A~bE: O'\l..~E~

~. G:>. " .... S 'e:)I,.\co,'T"ING "B()\...I-A.:~.:DS.

Re.""~ve't> ,.......-P D\S~oSe.D oT. SE.E

S\l-.E'ET ~O. \6 ~~ ~E."" LOC.A.'T\O~. ~ #o-?-

/'

.~ ___ REMOVE UGHT POLE-------- ---------:

.. TOE . roE · .• . lll( .. . . roE ..... lll( ....

AS-BUILT PLANS

INITIALS~DATE 7( t\ Dl-

7- 6-05 DRAINAG & C LV R C E No. .... -DEMOLITION REVISIONS

E Q.

0> <:-! ;;

\ " \

\

\ \.

\

\ .. . ~

\ .. \. .,

'. \

\

\ \

\ t. \

\ \ \

i !

i

\

I i:!

)

\

\ '\

\ \. \

\

\ \

\. \

\

- -- -- --_._---- ------ .. ---

------­__ ~II.---

--f--

i ../..:

/ I

SHfET iOiAl _ STATE PROJECT DESIGNATION YEAR NO. SHEETS

ALASKA NH-065-1(21)/60550 2005 9 27

P:\99109500\C\COOOOSI99109500-DEMO - TURN

SHEET NOTES:

DISCIPLINE SHEET REFERENCE

1. SAWCUT PAVEMENT AT ALL LOCATIONS WHERE NEW PAVEMENT WILL MATCH EXISTING. SEE F /C4 FOR DETAIL.

2. SEE ELECTRICAL FOR ADDITIONAL DEMOLITION.

11

_ .,0£' -.. jOt. •

,0£ .

REMOVE 136' GUARDRAIL -.... ,1 __

I

AS-BUILT PLANS

DEMOLITION

AS-BUILT PLANS \. ~\

CLEARING UMIlS

\

\. \="I'lI.l:.'C> ,,",c.S>""G.E.. 5\G.~ \N.~""""\..\..I::'O ~E.'R CO. ~o. G..

2.., E:.')(\ST\t-I.<=:. 4'0'" Cc;,~ r~t-\ M/'o.~""O'-E: TO 1~\...E.T l'1..l\",\YE;.p 'I='\l~'- 0'<" C.Ol'.c.~ ... ,e: ::,\..-.)~~'(.

3 . ~\G,~ FD\)~'O~\\O'N s",S\'t."" A~'D ~,&TS _S_H_E_ET __ N_O_T_E_S:...,:: _____________ _ "RE.~\.../"-C..'E.DlS'E.e s \G.~\~G \-l.O\'"E'; N.O. 3 1. S.EE SHEET S1 FOR SCALE PIT. ON ~\-\e..s.. T 'NO . (.

2. SEE SHEET E3 FOR LIGHT POLE RELOCATION DETAILS.

3. TRANSITION FROM PAVED SHOULDER TO GRAVEL SHOULDER AT 10:1 TAPER FOR STEESE HIGHWAY TURN LANE.

7- - AIN No. _

ReVISIONS

SEE SHEET C10 FOR TURN LANE

PLAN

u -

/

// eX" /

/ ~//<t

-~"'-:~!\\'.

~-~€; ....... .H~ ~Y:.' 1i' .,.' '. ~l:~!~ ........ ::~.~.

·,,··~_·~·~~·T· ". C£ 7131 ,.'

~

.~

j '. .. .. \ \

WS" CURVE R=443.50' 06=69"'8'09" T=306.54' L=536.44'

I

-f

/ !

--- .,I)~ " " 1I)t · ·

STATE PROJECT DESIGNATION YEAR SHEET TOTAL NO. SHEETS.

ALASKA NH-065-1 (21 )/60550 2005 11 27

P:\991 09500\C\COOOOSI;:99::,:' ,=:09=.50;;,:0,=-T~U~RN=-=3--,_--,~--t DISCIPLINE SHEET REFERENCE

SHEET NOTES:

, . SEE SHEET E2 FOR LIGHT POLE RELOCATION.

2.. SEt.. 5""E.ET ~. IS ("D\'Sc..\,,\....\~E.. S\'."EtO, E.z.) FoR ELE.C-TR.\c..AL ""RE~D\.n-to. (C.o. No. :1..),

AS-BUILT PLANS

PLAN

11

/ /

/

.. /

/./

.. '

I

\

_. _EL!-I_OTT __ H_IG!I_WA_:i __ ciL ___ '" __ /10_' __ ~ C'L---

08~ITERATE EXISTING UNE

:.~_--- - ---C/L---

\ EXISTING 4· WHITE

1

L i

"5',5+37, 20'RT \

\ ~

," YELLOW \

4" WHITE

\

8" WHITE

STATE PROJECT DESIGNATION YEAR SHEET TOTAL NO. SHEETS

ALASKA NH-065-1(21)/60550 2005 12 27

P:\991 D950D\C\CaaOOSI991 a950D-STRIPING

SHEET NOTES:

DISCIPUNE SHEET REFERENCE

1 . SEE SHEET C6 FOR SUMMARY OF SIGNS.

11

2.. LO\-l.G\''''O\~'''''- A.~~'~V£~SE M"~¥..\~S':> Acc..e.?\"E.D I~ "'?\...AC--=' 'ro~ o~E. A.~\C.­

A, \O~ O~ \0 "-"IL ~ "?E.R c...\-\A~G.E. oRPER

Nv· 7

.",,"--- -."", ---AS-BUlL r;r PLANS

INITIALS-OC-DATEl{$

"5"10+00, 12'RT

SEE STD DWG. T-20.02

STRIPING AND SIGNING PLAN

, -

E 0.. co ';l: .

o

I

~

• - CONTRACTOR TO VERIFY WI SCAlE SUPPUER.

82'-3·

'-I· •

NOTE:

1'- • lYP

~ LOAD

i

LOCATE PIlASTERS AND LOAD CELlS AS REO'D TO' ACCDMOOATE SCALE CONFIGURATION.

'" ... . 0 I

r-.

0 b ~ !t;!

, .... 1 :...

ADO (2) SS IMPACT ltix12x1' -0" LD P LAN WI (4) t'X4· STUDS IN EA END f-CV---T::Sl-+-'I:...,/I....;S::= •• :....I7!._-:CO.=------:,,,,_..= •. --- WALL COORD LOC WI SCAlE MANUf

I

\~ .l-__ _

\,.. \5'-2.15'-3.15'-4.\ 14'-9· \5'-4·\4'-6·1 "-,... - - l2x2xf WI t",x4· STUOS @ 1'-0" OC

/ TYP @ ENOS (STAINLESS STEEL SS) " 12:~N6·lrl'-0"' NOTE: LOCATE' PILASTERS AND LOAD CELLS AS REO'D

I 6 r ml ) TO ACCOMOOATE SCAlE CONFIGURATION.

\ . • - CONTRACTOR TO VERIFY WI SCAlE SUPPUER.

EXTEND LONG #5 HOOKS @ SECTION "~EINF INTO UP @ 1'-3" OC SiS1 1/16"=1 '-0· , ........ ---

1'-0· 4' 6'" - 2 3'-0"

SEE CML FOR TOP OF SCALE ELEVATION

10'-0·

THICKENED

SLAB wi '5 EW T&8 @

1'-3" DC

6"-WlDE PRE-SLOPED TRENCH DRAIN WI GLASS-FILLED POLYESTER FIBERGLASS DRAIN CHANNEl. & ROUNDED BOTTOM wi 0.75"'; SLOPE. All SECTIONS ARE MODULAR 10-FOOT LENGTHS WI INTERLOq<ING ENOS. COMPLETE WI HEAVY-DUTY GALV STEEL FRAME WI ANCHOR STUDS, LEVELING DEVICES, & HEAVY-DUTY GALV STEEL GRATE WI STAINLESS STEEL LOCKDOWN HAROWARE. INSTALL TO DRAIN TOWAROS SUMP PIT.

5'-6· EQ S EO

I

..... 1

I

kli I ~l

~36".HS-2 MANHOLE

5 RATED FRAME

STO fOR

AI.lATiON

& UD. SEE

r-l Dll 022.01 lYP INS!

Pl.IANT '-0· t'l E I ~ - r- OSHA COM I (2) 6Sxl0

WAll MAY BE DELETED IF NOT REOUIRED BY SCAlE

1v-:7V"V"<I'"7"""......., ........ .,...,.-7-a ".::;:.;7v-~-v-.Mr'~ SUPPUER

. 0

S a::

~

"-

A

l-6· m CElL r--f-- '4 HOOPS

\tlI-rlil--...,----,.(3)#6 VERT

6" I • 6" f- I I 6"t-~----~-++----i1

'4 HOOPS • 6" f-f- I ./(4) #6 VERTS

g"

1'-0· ~~--~--~--~I

1'-0·

SEE 5 Sl FOR SLAB RElNF

SECTION 1/4".I'-C"

• - CONTRACTOR TO VERIFY WI SCAlE SUPPLIER.

I' 0" -2'-6~·

110lSDIUlJ

12' 1· -

7'-0·

.... I :...

9' r--,

;> 1'-0· I--

1'-0· . - I--

-

I

J I

'- SEE 51S1 FOR SLAB REINf

>

SECTION @ PILASTER

• - CONTRACTOR TO VERIFY wi SCAlE SUPPUER.

I' 0" -2'-6!"

'/YXX~x/Y'Xx/Y)6UYYx/Y'Xx~

~r" ' """ Cal 2"

CElL

~ I- 2· ANGLED CONC lYP WATERSTOP, lYP

2'-0' I lYP

I

I

l' o· -

I (LOAD

I CElL

I

SEE 3/s1 FOR ~I-' I PIlASTER RElNf

I 3" I L I

Ul.JI L "- -

r'-r--SCALE BRIOGE

DECK

"'-#4 @1

HORIZ 2" OC

i"---,6 VERT g 1 O· OC

r~4 OC OF

:\

I) 1"-6· EW, ES TRENCH

"- " #6 0 10 EW

Ilot5lm.Ot

12' 1· -

• - CONTRACTOR TO VERIFY WI SCAlE SUPPUER.

1" O· -T&B L •. I J V I

GALV STE EL lAIlOER 4'-6t· 3'-0" 4'-6;" I I

. .... 1

2'-0· -, ~I ~

TRENCH ORAlN~ m.~, ~

CONTINUOUS THERMOPLASTIC RUBBER . WATERSTOP RIBBED WI CENTER BULB

m-ffl-LOCATlDNI'- (~UPPER)

1)EU=:n=:o l..OW_R

..:..... - -....,

/ '-~ 'i~ I I N ~ ~ I

I-~

I

(6) #3 TI

o Ek----.l

-.--- ----. ti

W-19-4 (1~x8) I GALV BAR GRATING I

I '4 BAR, lYP I 2'-0" I S"l '---'tiAT =-9,S-rop 1'EI'- 1Jc,,~* \ - ---- - ----'

• - CONTRACTOR TO VERIFY t-=6T=-t--=S~E~C,:-:;T..:..1 O=.!-N-=--_--::=~ WI SCALE SUPPliER. 1/4·.1'-0· .........

• I I

V-SEE 5 I I • I (

lSI

I 1 I • I 2'-0·

. : [!: I !!I

I L

. c S '" !t;!

I 2· CLR . lYP 0 b ... '" 2'-0· !t;!

~

1 :...

-

• - CONTRACTOR TO VERIFY WI SCAlE SUPPUER.

/YXx/Y'Xx,

~~ w

LOAD CELL

- - -- --I U I U flo - - --'!!--II n . R U --,.--11' -~ -H JI. -! - -_.1._-' H I I

R U U

:X/Y'XX...rY'XX/Y'XX /Y'Xx)'j i1rSEE 2/S1

fOR WALL REtlF

Ir SEE 2/S1 FOR PIlASTER RElNF

lL-ir 'i::

"-

~

-- --H

--~--., --T--

II __ JL __

I

i

SEE 5/s1 FOR SLAB RElNF

OIMSGNJI

• LOAD\

CELLo

I. - - • D - - * II

. u. - - 'I R - - .a H

Iii

GRADE ,~

/51 I\I.L

if SEE 5 FOR W REINF

2'-0"

STATE PROJECT DESIGNATION YEAR SHEET TOTAL : NO. SHEETS '

ALASKA NH-065-1 (21 )/60550 2005 13 27

P:\99109500\S\SHEETS\9109SSHT1-Model ~D~IS~CI=P~UN~E~S~HE=ET;-'----r--~ REFERENCE fOUNOAIlON

1. NO FOUNDATION CONSTRUCTION SHAlL COMMENCE UNTIL ALL SEASONAl FROST HAS THAWED OR BEEN REMOVED.

STRUCIURAL CONCRETE NOTES 1. All CAST-IN-PLACE CONCRETE SHALL HAVE THE FOLLOWING MIt.tUUM

28-0AY COMPRESSIVE STRENGTHS: FOUNDATION & WALLS 4,000 PSI ClASS A SCALE BRIDGE DECK 5,000 PSI CLASS A

2. ALl CONCRETE SHALl CONTAIN AN APPROVED AIR-ENTRAINING AOMllCIURE.

3. ALL REINFORCING BARS, EXCEPT AS NOTED, SHALL BE NEW BlUET STEEL CONFORMING TO THE STANDARDS OF ASTM A615, GRADE 60. All REINFORCEMENT fOR COLUMNS, MOMENT fRAME BEAMS AND SHEAR WALLS INCLUDING TIES AND STIRRUPS, SHALL CONFORM TO THE STANDARD Of ASTt.I A706 OR ASTt.I A615 GR60.

4. WHERE REOUIRED, DOWELS SHALL IAATCH SIZE AND NUMBER Of MAIN REINFORCING.

5. MINIMUM CONCRETE COVER FOR REINfORCEMENT (UNO) SHALL BE: Ii. 3· FOR CONCRETE CAST AGAINST THE EARTH. b. 1-1/2" fOR BARS EXPOSED TO WEATHER AND BEAMS AND

PILASTERS. c. FOR SLABS: 2· FOR TOP RElNF; I" FOR BOT RElNF

6. SUBMIT LOCATION OF All CONSTRUCTION JOINTS AND RElNFORCEMEtfT SPLICES TO ENGINEER FOR REVIEW AND ACCEPTANCE BEfORE ' fORMING. USE JOINT SEALANT IN COMPLIANCE WITH SECTION 705. SEALANT SHALL BE USED IN ANY VERTICAl JOINT TO PREVENT fUTURE INRTRATION OF WATER AND OTHER UOUIDS.

7. HORIZONTAL AND VERT1CAI. CONSTRUCTION JOINTS IN WALLS AND FOOTINGS SHALL HAVE SURFACES RAKED ANO ROUGHENED TO A MINIMUM 1 14" AMPUTUDE.

8. STANDARD HOOKS FOR STIRRUPS/HOOPS SHALL BE 135 DEGREES BEND PWS 6d EXTENSION BUT NOT LESS THAN 4 INCHES.

9. IF CONCRETE IS PLACED BY THE PUMP METHOD, SUPPORTS SHALL BE PROVIDED FOR THE HOSE. THE Hose SHAlL NOT BE ALLOWED TO CONTACT REINFORCEMENT. DISCHARGE SHALL BE DIRECTED SO AS TO PREVENT DISPLACEMENT OF REBAR OR ACCESSORIES.

SPEgAL INSPECTION THE FOllOWING ITEMS REOUIRE SPECIAl INSP~CTlON PER IBC SECTION 1701. SEE THE SPECIFICATIONS fOR ADDmONAL REOUIREMENTS FOR SPECIAL INSPECTION ANO TESTING. WHERE INSPECTION IS NOTED AS PERIODIC, THE SPECIAL INSPECTOR Wli.l OBSERVE THE INrT1.AL CONSTRUCTION ACTMTY UNTIL HEISHE IS SATISFIED THAT THE CONSTUCTION IS ACCEPTABLE. THEREAFTER. THE SPECIAL INSPECTOR WILL OBSERVE THE ACllVITY ON A DAILY BASIS. IF A DISCREPANCY IS NOTED CURING PEROOIC INSPECTION, THAT CONSTRUCTION ACTIVITY WIll BE SUBJECT TO CONTINUOUS INSPECTION UNTIL THE SPECIAL INSPECTOR IS SATISFIED THAT THE DISCREPANCY WIlL NOT OCCUR DURING FURTHER CONSTRUCTION. ,

2

3

4

ITEM

REINF CONCRETE

BOLTS INSTALLED IN CONCRETE

REINFORCING STEEL

SPEgAL GRADING, EXCAVATION AND FIWNG

DESCRIPTION

A. MONITOR THE TAKING Of CONCRETE SAMPLES AND PERFORMANCE Of FIELD TESTING.

B. OBSERVE PLACEMENT Of CONCRETE AT FOUNDATIONS, PILASTERS. BEAl.IS, AND SLABS ON A PERIODIC BASIS.

C.OIMRVE PLACEMENT Of CONCRETE If'I MOMENT FRAMES AND SHEAR WALLS ON A CONTINUOUS BA<;IS.

D. CONCRETE TESTING fREOUENCY WILL BE AS SPECIFIED IN SECTION 501.

INSPECT All ANCHOR BOLTS AND EMBEDS WITH HEADED STUDS

A. OBSERVE INSTAlLATION OF REINFORCING IN REINFORCED CONCRETE NOTED IN ITEMS 1.B & 1.C ON A PERIOOIC BASIS. All REINFORCING IN CONCRETE NOTED IN ITEMS 1.B & 1.C WII.L BE INSPECTED PRIOR TO QOStNG OF FORMS .

B. INSPECT AlL REINFORCEl.£NT SPUCES USING MECHANICAL CONNECTIONS OR WElDING.

A. COORDINATE AND REVIEW ALL REPORTS OF TESTING OF SUBGRADE FOR COMPACTION.

B. OBSERVE PlACEMENT OF STRUCTURAL ALL BELOW SLAB ON GRADE ON A PERIODIC BASIS.

AS-BUILT PLANS

INITIALS~DATE~ SCALE

E .3 o -

NOTES

REMOVE OVER-HEIGHT DETECTOR AND LIGHTING CONDUCTORS FROM UNDERGROUND CONDUITS PASSING AROUND THE EAST END OF THE EXISTING SCALE FOUNDATION. REMOVE UNDERGROUND CONDUITS AS INDICATED.

REFER TO EXISTING BURIED CONDUIT MARKERS JUST SOUTH OF THE WEIGH STATION BUILDING. PREPARE CONDUITS CONTINUING UNDER BUILDING FOUNDATION FOR EXTENSION AS INDICATED ON THE NEW WORK SITE PLAN .

.IJ'. REFER TO EXISTING BURIED CONDUIT MARKERS ON THE SOUTH SIDE OF THE PAVED TRAFFIC AREA. RECORD DRAWINGS INDICATE 'Y/ CONDUCTORS CONTINUING SOUTH OF THIS POINT ARE DIRECT BURIED. PREPARE DIRECT BURIEO CONDUC:rORS FOR A SINGl.E SPLICE IN

NEW JUNCTION BOXES AS INDICATED ON THE NEW WORK SITE PLAN. ." .,. , ' , . , .. . ' , .

4. REMOVAL OF EXISTING LIGHT POLES INCLUDES FOUNDATIONS AND NEARBY JUNCTION BOXES. DIRECT BURIED CONDUCTORS BETWEEN LIGHT POLES SHALL BE ABANDONED IN PLACE IF NOT OTHERWISE EXCAVATED. EXISTING DIRECT BURIED CONDUCTORS MAY BE UTILIZED FOR THE REVISED LIGHTING SYSTEM WHERE INDICATED ON THE PLANS. '

REFER TO LIGHT POLES ON THE SOUTH SIDE OF THE TRAFFIC AREA. EACH POLE HAS AN EXISTING TRUCK OVER-HEIGHT DETECTOR; REMOVE WITHOUT DAMAGE FOR RE-INSTALLATION AS INDICATED ON THE NEW WORK SITE PLAN.

-1' REMOVE EXISTING SCALE MESSAGE SIGN AND CONDUCTORS TO THE WEIGH STATION BUILDING. THE EXISTING BURIED CONDUIT WILL BE ~ RE-USED FOR THE NEW SIGN WIRING AS INDICATED ON THE NEW WORK SITE PLAN. ~O'-I-A~'DS ;::'E.,""CNE'D>.

'\ , \ , ,

\ \

\ \ '~.

\ \

EXISTING 3/4" RMC REMAINS

, , , , \ ,

\

" '. , '.

',:, ...,.

, '.

, \

\ , , , ,

.~ '" ! "--- --"C' ~ ~-----H'-----'-- 'G

REMOVE LIGHT POLE

ELECTRICAL DEMOLITION -WEIGH STATION SITE

STATE PROJECT DESIGNATION YEAR SHEET TOTAL · NO. SHEETS .

ALASKA NH-065-1 (21 )/60550 2005 14 27

P:\991 09500\E\El J991 r= 0~95:::,0=0-:7.E.,;,:1 --::",=--..---..--1 DISCIPLINE SHEET REFERENCE 12

EtECTRICAL SITE DE:MOUTION

.' ,

--,

\ \ .~~ \

\\ \

EXISTING .. 480V LOAD

CENTER

i \

\ \

~

\

fY .-----/

\ \

\...--"'" \ \ {\

STATE PROJECT DESIGNATION YEAR S~~~ sr.?i~ ALASKA NH-065-1 (21 )/60550 2005 15 27 - 2" RMC (EXISTS)

- PHONE CABLE (NEW)] NOTES

\ \

\

\ - 2" RMC - PHONE CABLE]

1. SEE SHEET El0 FOR UGHTING STANDARD FOUNDATION DETAIL.

2. LIGHT POLES 6 AND 7: EXISTING LUMINAIRES ARE TO BE REMOVED AND REPLACED WITH NEW 400 WATT FULL CUTOFF LUMINAIRES . . ·EXISflNG POLES ARE TO BE REUSED, REPLACE EXISTING CONDUCTORS FROM POLE BASE TO TERMINAL BLOCK IN LUMINAIRE WITH NEW NO. 1/10 XHHW CONDUCTORS.

3. REMOVE EXISTING WIRING AND J-BOXES f;S NEEDED fOR GRADING PLAN. AN'( REMAINING MAY BE ABANDONED IN PLACE UNLESS INDICATED OTHERWISE ON THE PLANS.

4. NEW TELEPHONE CABLE SHALL BE NO. 19, FILLED. RUS PE-39. 4-PAIR OR 6-PAIR.

5. FOR CONDUCTORS WHICH MUST BE SPLICED IN J-BOX. USE APPROVED Cf;ST -TYPE SPLICE KIT RATED FOR USE UNDERGROUND.

P: \99109500\E\EL fJRN - OCVR-991 09500: E2 12/22/2006 - 8:13am DISCIPUNE SHEET

REfERENCE

AS-BUILT PLANS

1 - 2" RMC \ \ 1,; 3/C {#8 ILLUMlNATlON' \LE]

f-J EXlSTING \

,TYPE 1 J-BOX \ J,

. ~~. 1 - 2" ' RMC '\ \

<9INTERCEPT EXISTING CONDUIT AND INSTALL NEW TYPE lA J-BOX. SPLICE CONDUCTORS WITH APPROVED SPUCE.

o REPLACE EXISTING PHONE CABLE FROM ELECTIRONIC MESSAGE BOARD TO ITS SOURCE AT PEDESTAL ON NORTH SIDE OF STEESE HIGHWAY. COORDINATE CONNECTIONS TO MESSAGE BOARD WITH DOT. INSTALL PHONE CABLE SIMILAR TO EXISTING.

\ \.

~.

\ \

/

\ \

\

1 i ! ~

I )

\ \

-~---.-.----

[

1 - 3/C #8 ILLUMINATION CABLE] , ~ r 2 - #8 XHHW '

1 - (f8 XHHW GND \ ! .) <9 LIGHT POLE NUMBER 8. REPLACE EXISTING LIGHT FIXTURE WITH 480 VOLT 400 WATT FULL _ """ - - ---- - -

CUTOFF FIXTURE. REPLACE CONDUCTORS FROM POLE Bf;SE TO LIGHT FlXTURVITH-N~1 0

\ ~

t\. \, Y )J~

'\

XHHW CONDUCTORS. INSTALL NEW FUSES AND fUSE HOLDE~.:: __ _ , . . ",. ---

'\ TELEPHONE SERVICE TO NEw lYPE ELECTIRONIC MESSAGE BOARD lA J-BOX \ (

- ~ .--.,. ....... -­.---

'-'t LIGHTING AND I

ELECTIRONIC MESSAGE .--' ~ BOARD POWER f...rJ\---r., ... -r-...r rv['

i I

i / ' \ _-- __ Y'I

Ll - 2" RMC 1.h1 - TELEPHONE CABLE]

-INSTALL NEW lYPE lA J-80X 2 FEET FROM EDGE OF PAVEMENT (TYP)

'-'0

~

/ I

/ I

/ /

/ I

/

. ELECTRONIC MESSAGE BOARD POWER /

/ l..t / / ( ) I

1 - 2" RMe I

/ f

[2 - #8 XHHW ] / 1 - ~8 XHHW GND /

I /

I / //

NEW lYPE lA J-BOX

~ . J

INTERCEPT EXISTING CONDUITS TO

y ELECTRONIC MESSAGE ,./'-<.AI BOARD· AT

APPROXIMATELY STA ·S" 10+00.

~;:~~~~~~~~~~~~fes", CONTINUE NEW CAB!-ES::'.ll.-JWl.-.li-TO MESSAGE BOARD IN

- - EXISTING CONDUITS.

§ &

/

12

/ ELECTRICAL TURNOUT DEMOLITION 8c NEW LIGHTING PLAN "REV \ S\()N :PER C~A.~C;t. C::>'R,\:)E.,R ~O. 1.

NOTES STATE PROJECT DESIGNATION YEAR SHEET TOTAL NO. SHEETS o PROVIDE NEW OVER-HEIGHT DETECTOR. AREA LIGHTING. AND OPEN/CLOSED HIGHWAY SIGN CONDUCTORS IN NEW UNDERGROUND CONDUITS PASSING AROUND THE EAST END OF THE NEW SCALE FOUNDATION. DO NOT MIX LOW VOLTAGE CONTROL AND POWER' CIRCUITS IN THE SAME RACEWAY OR J-BOXES.

ALASKA NH-065-1 (21 )/60550 2005 16 27

<V PROVIDE NEW BURIED CONDUIT MARKERS JUST SOUTH OF THE WEIGH STATION BUILDING WHERE EXISTING CONDUITS CONTINUING UNDER BUILDING FOUNDATION ARE EXTENDED TO THE NEW J-BOXES. P:\991 09500\E\E3_st99r:;1 09~50~O,.,;-E:;;:3",==--.,-----,.----t

DISCIPLINE SHEET REFERENCE

~ REFER TO NEW J-BOXES ON THE SOUTH SIDE OF THE PAVED TRAFFIC AREA. RECORD DRAWINGS INDICATE CONDUCTORS CONTINUING SOUTH OF THIS POINT ARE DIRECT BURIED. EXISTING DIRECT BURIED CONDUCTORS SHALL BE CONNECTED TO NEW CONDUCTORS WITH A SINGLE SPLICE IN THE NEW J-BOXES. THE FUNCTIONALITY OF ALL EXISTING CIRCUITS AND CONDUCTORS IN THESE CONDUITS SHALL BE MAINTAINED.

~ PROVIDE NEW FOUNDATIONS AND J-80XES FOR RELOCATED AND NEW LIGHT POLES WHERE INDICATED. EXISTING DIRECT BURIED CONDUCTORS MAY BE UTILIZED FOR THE REV!SED .. ·LIGHTING SYSTEM WHERE. INDICATED ON THE PLANS. -SEE SHEET E10 FOR FOUNDATION DETAIL

. ~ REF,ER TO LIGHT POLES #1 Be #3. INSTALL THE TRUCK OVER-HEIGHT DETECTORS REMOVED FOR RELOCATION OF EXISTING LIGHT POLES. MOUNT THE DETECTORS TO MATCH THE EXISTING DETECTION HEIGHT.

6. RELOCATED LIGHT POLES 1. 3, 4, Be 5 SHALL HAVE NEW FOUNDATIONS. NEW 250 WATT FULL-CUTOFF HPS LU~INAIRES, NEW- NO. 10 CONDUCTORS IN THE POLE. AND NEW FUSED DISCONNECT KIT.

<V INSTALL NEW FIXED MESSAGE SIGN AND REVISE EXISTING RACEWAYS TO SUIT THE INSTALLATION. PROVIDE NEW CONDUCTORS REQUIRED FOR THE SIGN TO THE WEIGH STATION BUILDING INTERIOR.

~ REFER TO LIGHT POLE #5. EXISTING DIRECT BURIED SUPPLY CONDUCTORS SHALL BE CONNECTED TO NEW LIGHT POLE CONDUCTORS WITH A SINGLE SPLICE IN THE NEW J-BOX.

9. STREET LIGHT CONDUCTORS SHALL MATCH EXISTING. BUT SHALL NOT BE SMALLER THAN NO •. 8 AWG COPPER.

@ N.EW 2.'-\DV cO~OIJC.\oRc;:,I2.."Rtv\C.) 0-<'\6 T"(~E \P-<. "'S-'BOxE.S INS"TA.LL'E:..D 'PaR C.\-\A~G:.£.. O~.:'I::>E.R NC>. \\.

", \

\ , '.

,-,

"

, , ' ,,--', , , ,

'.

.. ~, / \ 1

\.

\, \ " ,

"~ .. \ \.

·c· '7

\ ,

~ INSTALL NEW FiXED '!/ MESSAGE SIGN tfr, ~LA\l.,9s.­

'?E.R C""'A.t\.GE O'V.,>:>e."R ~O . Co

\ , ,

,

."

.' .'

RELOCATED LIGHT POLE AND

FOUNDATION

\ \ ~~ ,

\ , , , , , , ,

\ , \ ,

\ ,

\ \ ,

\

\ \ ,

---NEW TYPE 1A J-BOX

RELOCATED LIGHT POLE AND FOUNDATION

, ....... -HS----..... /'

'/

./

........ ,)(RELOCATED LIGHT POLE '\ AND FOUNDATION

\ ~ -

/ /

/

NEW TYPE 1AJ-80X ,

I

0<1.'1-) . '

/ .:I

/' /

r

/'

\ ~ '\ ,

, 'o!f.

NEW ELECTRICAL SITE PLAN

12

I .t

\

.

\ ~. .

-:. i

',.. / ~ .

)~"l-tl

•

\ . .

E3

':n'·I. ... C."/~t; 1ec~/H 4~ -.,r~'I~/$. ,"'r t.i.M~~";";" I~O/~4C Y.l1R'''~c.1;~IIIN ... ~ i'POA¥/NoM ~.'i ~-"SA ....... ,.,.."Nt ~c~.,~ ~1W,.Nc 'O',.,P.,. ....... 6y>-,lH1 •• hW",.,.,.4 m//~"'TW""", ,.iIt7 ....... ~ ~.~

::L'::;-~~:.~':.::.'~neI~~:~!·:;=~ ~'(I'.s,"'" ~ cUlM""""

FOX INTERSECTION SISUltlB,SfRIPINB

-'8t­ILLUMINATION

_ .. _-------_._-------

E..,OS"T\IIG TII'a ~ "J"-_ l'Oo' TO EO;)

~EW ',(?E. I/', "J"-'BOX ISS t \<'1)' TO E.I)

" SIGNING ." . ' rl STA.TtoN rs::rif ";: ~ LEG~HD<;: ltUf I'IU'!:L ,.:Mltx"!:, n III

!.

NW.· E Strl, ... ,,., ..... Mo-&-.u ;r .... Q

f#-" ~,.,..,,.,.; .I,"'E~~,-

~~fQ'4I--.wc.¥Sl.6-

\

STATE PROJECT DESIGNATION YEAR SHEET TOTAL ~,~------~----------------__ ~----t_~N~O~. ~S~H=E~rr~s, ~ ALASKA NH-065-1 (21 )/60550 2005 27

U: \Hwy\ 60550\PDC- DWGS\ ConstAs8uilt-Loyout 1

I---

._+--.. -

.. .::....:-. -'-'--" ...:.-~~-.-.--

!!

@--l'7M"tJII. Ef '/,1.

®-l' T~,-t>C.l~·U.

S+6N-+N-G - ILLUMINATION ~ STRIPING

IJ"

lAS-BUILT PLANSl . . . ... ........., .. .... ,. . ... .... .-...... -.,..., ____ ""' ...... "._~_"...,..,..". • ..,..._ ,,0

,~_~--P,R$l

CHf>...NGS O~\)E..R NO. 10

E.LE.c.. TR..\C""-L R'C...?A\'R "'\NOR~

, ,

TO CONTACTOR

EXISTING WEIGH STATION BUILDING

REMOVE SEPTIC HEAT TAPE r THERMOSTAT

, REMOVE SEPTIC LINE HEAT . TAPE

/;I==============================~==~~==~;=====~~========~~==~====================Ii~', ( :-.=' ==============--:, C 0 I II '::=====::::=:::))

i

\

,~:~==============================================~ A-19.21 A-12

~/ AND CABLES TO ~ LOAD CELL J-BOX

i.=======~~====~~~~==~J~~~'~

EXISTING ___ -; ~\.I.l141 __ - SCALE PIT SCALE PIT LIGHTS

) ~======~- r;t-xT), II

DRAIN SUMP :7'~~ REMOVE DRAIN LINE T HEAT TRACE

T-STAT

-l.

ffi~~ECTRICAL DEMOLITION PLAN

STATE PRO,JEeT DESIGNAT.ION YEAR SHEET TOTAL NO. SHEETS

ALASKA NH-065-1 (21 )/60550 2005 17 27

P:\991 09500\E\E I J991;.:::0.::,::95:;OO:;;,...-.,.::E 4;,....,~",.---.--_-.-_..:i DISCIPLINE SHEET REFERENCE 12

AS-BUILT PLANS

INITIALS~DATE~

E o o ·

~~

TYPE

K

OF

MOUNTING LAMP

SURFACE 75 W MOUNT IN INcANDESCENT SCALE PIT

SURFACE WALL. ON SURFACE MOUNT RAIN-TIGHT J-BOX

500 W QUARTZ

END SEAL J-BOX

FIXTURE SCHEDULE DESCRIPTION MANUFACTURER

EXPLOSION PROOF. INCANDESCENT FIXTURE WITH TEMPERED GLASS GLOBE AND METAL GUARD. APPLETON INCLUDES WALL-MOUNT J-BOX WITH 1/2" HUBS. ALB1050 OR FIXTURE, GUARD, AND J-BOX MADE OF EQUAL COPPER-FREE ALUMINUM. RATED FOR USE IN WET LOCATIONS. 120 VOLT

QUARTZ FLOODLIGHT. DIE-CAST RIBBED ALUMINUM LITHONIA TQ HOUSING WITH DIE-CAST ALUMINUM DOOR FRAME, DARK BRONZE COLOR. TEMPERED GLASS LENS 500 OR

WITH HIGH TEMPERATURE GASKETING. 120 VOLT EQUAL

B-13

A-19

INSTAll NEW 2 1#12 XHHW. 1 #12 GND

PANEL A

..... .J \ -.~. "' <§> \'t:====;:=n

OF OF

INSTAll NEW NEMA3 J-BOX IN PLACE OF THERMOSTAT

SEPTIC TANK HEAT TAPE

\~~==============================================================~:

2 1/10. 1 ./110 GND. XHHW -SUMP PUMP 2 #12 - LOAD CELL HEAT

2 1/12 - PIT LIGHTING

DISC. SWITCH AND TWIST-LOCK RECEPT.

ffi NEW LIGHTING AND POWER PLAN

~ E6

- - : - --I

STATE PROJECT DESIGNATION YEAR SHEET TOTAl NO. SHEETS

ALASKA NH-065-1(21)/60550 2005 18 27

P: \991 09500\E\E1 J991;.;;0",,95=.OO,:,-.-;:E::i:5 ,..-,;;;-=-.,---r----I DISCIPLINE SHEET REFERENCE

NOTES:

o EXISTING SWITCHES ·FOR CEILING FLUORESCENT FIXTURES. TWO-LEVEL CONTROL CHANGE TO 3-WAY SWITCHES.

<&> ADD NEW 3-WAY SWITCHES FOR CEILING FLUORESCENT FIXTURES. MOUNT NEAR EXISTING DIMMER SWITCHES. INSTALL IN 2-GANG BOX.

<§> REMOVE EXISTING PANEL "B" AND FEEDER FROM PANEl. "A". INSTAll NEW PANEl. "B" AND NEW FEEDER. o PROVIDE HOLDING TANK LEVEL ALARM SWITCH IN TANK. MOUNT HOLDING TANK LEVEL ALARM-eN­OPERATaR'S OONSOLE. IN LeeAlIf>lf BIREeiEB BY ENGINEER. I~ o;.c..", uc.s \0\0\,)$'1:: S"c.".:: ~OOM W\o\e. ... E ?AN~L ~ \~ LOC.""'.,.E."D. 5. PERIMETER HEAT TAPE J-BOXES SHAll BE FLUSH MOUNT. EMBEDDED IN CONCRETE POUR, 12" BEl.OW BOTTOM OF SCALE DECK.

6. All OTHER J-BOXES SHAll BE SURFACE MOUNTED ON SCALE PIT WAll. TOP OF J-BOX AT 12" BEl.OW BOTTOM OF SCALE DECK.

7. SCALE LIGHT FIXTURES SHALL BE SURFACE MOUNTED ON SCALE PIT WALL. 18" BEl.OW SCALE DECK.

8. ALL WIRING METHODS. MATERIALS. AND SYSTEMS IN THE SCALE PIT AND RUNNING FROM THE SCALE PIT TO THE SCALE HOUSE SHAll BE FOR CLASS 1. DMSION 2. GROUP D. TEMPERATURE CLASS 13 OR BETTER. PER NEC. EXISTING CONDUITS THAT ARE REUSED SHALL BE MODIFIED TO COMPLY WITH THIS REQUIREMENT.

9. EACH PILASTER SUPPORTING A LOAD CELl. SHAll HAVE HEAT TRACE INSTALLED IN ::ONDUIT AS SHOWN IN TYPICAL DETAIlS.

12

@ ?OINE'R "RE.'ROUTI:.D FRO~ Sc..P.LE.S '?IT TO SC-ALES ..... ouSE: 'i'I'\N'EO.L "6 Pl:.~ _ CIV ... .-.\ ... \Oi. O .... ,oe. ~ ~O .......

® RI::lU,ED \\-\R()UG~ MANt-\OL-E. C.ovER PeR. UIRe:C.T,VE. l.

END SEAL J-BOX

AS-BUILT PLANS ..

INITIALS~DATE~1

E

~ o

WATERPROOF J-BOX '\ FOR HEAT TAPE END

SEAtS

WATERPROOF J-BOX FOR HEAT TAPE POWER

A

3/4- RMC WI1H HEAT

TAPE

J-BOX FOR HEAT TAPE POWER

I CONNECTIONS

WA RPROOF J-BOX FOR HEAT TAPE END

SEAlS

~ DETAIL LOAD CELL HEAT TAPE E5E6 NlS

~ DETAIL LOAD CELL HEAT TAPE E6NlS

r------l I I I "'--', I

ft~fs'iY BEI~G CONDUIT WHICH WAS USED FOR PIT

UGHTS AND DRAIN UNE HEAT TAPE. EXTEND TO

NEW J-BOX IN PIT. /~.-,\

r-----------~ (( )) L __________ _ HEAT TAPE END SEAL \~,_,,/ CKT-8-9.11

I .-- ,'

CKT-A-34.36

TRENCH HEAT TAPE 8W/FT

3/4- RMC FOR DRAIN UNE HEAT TAPE

D

D

STATE PROJECT DESIGNATION YEAR SHEET TOTAL NO. SHEETS

ALASKA NH-065-1 (21 )/60550' 2005 1 9 27

P:\991 09500\E\El J991.-:0""95",,O=.O-,..;::E-;:6 ~=---r--'r----I DISCIPUNE SHEET REFERENCE

y----~ 3/4.R"CI.Y <'

CONCRETE FOR HEAT

TAPE PlLASTERj FOR LOAD CEll

EB SECTION CUT A-A ESNlS

------l

I I

NOTES

1. All WIRING METHODS. MATERIALS. AND SYSTEMS IN THE SCALE PIT AND RUNNING FROM THE SCALE PIT TO THE SCALE HOUSE SHALL BE FOR NEe CLASS 1. DMSION 1. GROUP D. TEMPERATURE CLASS T3 OR BETTER. EXISTING CONDUITS THAT ARE REUSED SHAll BE MODIFIED TO COMPLY WITH THIS REQUIREMENT.

<3>USE 3/4 INCH TYPE ELRB EXPLOSION PROOF CONDUIT Fl1T1NG FOR TRANSmoN TO HEAT TAPE CONDUIT IN CONCRETE FOR PERIMETER HEAT TAPE. SEE DETAIL 3. SHEET E7 FOR TYPICAL DETAIL

3. LOAD CEll PILASTER HEAT TAPE CONDUIT SHALl BE EMBEDDED IN CONCRETE A MINIMUM OF 1 INCH.

L ___ -, HEAT TAPE END SEAL

12

~ TRENCH HEAT TAPE HEAT TAPE END SEAL

HEAT TAPE END SEAL I

PERIM~ DE-ICING HEAT TAPE-8W/FT -H'E1:i'l'APrllif"-:5l4" '!mc. - - - - - -

SEE DETAIL SHEET E7.

'<3>

- ~DRAlN UNE- - - - -'- - - - - -- - - - - - - - - - - ~ 1 HEAT TAPE SWIFT

EB NEW SCALE PIT HEAT TRACE PLAN ESIIIS

AS-BUILT PL .. \NS

SCALE PIT HEAT TRACE

[ ] l I ]

I I I ,

I ~. .J1:1l

k2T~~"'('(~A<22Y, s~~i ~ V HEAT TAPE HEAT TAPE ~ --< ---

~- , .

J-BOX J-SOX

. I ]

l . 3/4w RMC IN CONCRETE FLOOR

I MINIMUM OF 1w

CONCRETE ABOVE

/~~rrs~ f

DETAIL 4

J __ HEAT TAPE "1\.

--- - -

'\.' . . II~[' . . .~=>.. .

~ HEAT TAPE ON DRAIN LINE IN 3/4w RMC

CB ~CALE PIT HEAT TRACE PLAN

POWER SUPPLY

CONDUIT

',------.L-_ r--~-1\-------, 1\

ELRB CONDUIT FTTTING

II HEAT TAPE END SEAL

TYPICAL DETAIL PERIMETER HEAT TRACE INSTALLATION N1S

-----

.. ~

.

HEAT TRACE IN 3/4w RMC TIE TO

VERTICAL STEEL

EB !;RIMETER HEAT TRACE DETAIL

STATE PROJECT DESIGNATION YEAR SHEET TOTAL NO. SHEETS

AlASKA NH-065-1(21)/60550 2005 20 27

P:\99109500\E\ELF991""09=5=OO:::--=E7=--=:=,---,_---,-_--t DISCIPUNE SHEET REFERENCE 12

1" MIN. EMBEDMENT

OT 0

iAS-BUILT 'PLANSl ;.,/' .... """"""'- ............. ;,..,.., • ...,."""""'-.. ... . 'V'~IV'"... .......

~ CONDUIT EMBEDMENT DETAIL

ELECTRICAL DEl AILS

E 8

---- _. ---

I I , PLYW(I:)O

8 • .v:;KCF.')UI4D

EXISilNG CON[.IJIT

r---- OUT DOOR II.

f--f--

LI(;HTII~(!

CONTACT('K

()lJT~'I[iE i WELL HEp.T UGHTINC- I CONIROL nME (.LOCI,

rn TP..AIJSFOF.MER

I 120/240V TO 1-::/24-V

0 TAPE I PILOT

I 1LrT I

I WELL PUMP

- RELA(

i SEWER ,APE. PIT ST J

PILOT .-(;OI~TAC::TOF. HEATER UGH I':; RELW

PILOT 8·:;:< TiMER UGHT I

II :IT TT ! I I I I i

6X6 GUTIER ~

EB ELECTRICAL DEMO EBNTS

TRENCH & DRAIN HEAT TAPE AND

I ?UWO(lu PILOT

I 8';CY.GROUND PERIMETER HEAT" .'1 .• I TAPE SWITCH AND

r-___ "1~ ____________________ ~P~IL~O~T __ ~,.---~---------------j _

OUi DOOR uGHTIW;

(;ONT,,-,;TOP.

SUMP PUMP; ~ r-­SWITCH AND

PILOT 0

SEWER TAPE CONT,t,CTOR

o

·)UTSIO£ LI('HTI~J(;

(O~lmCL TPJI.NSFOP.M£R 120/:HOV Te) -0 12/2·l V

o KpITU L.G-HT-s--.-,---J

o o o o I I

ILD_....:...D .r-----....I

WELL PUMP RELAY

'NELL HE/'.T TIME CLOCI'.

v-l~ EMT To V GUTTER

r-~I~I----_'~I\~: __ ~II~yl~ __ ~i~ __ ~I __ ~,~ __ ~~. \.... SEWER TAPE '-LOAD CELL HEAT

SWITCH AND TAPE SWITCH AND I PILOT LIGHT PILOT I

6X6 (:UTI£R

([) :EW 'ELECTRICAL WORK

STATE PROJECT DESIGNATION YEAR SHEET TOTAl NO. SHEETS

ALASKA NH-065-1 (21 )/60550 2005 21

P:\991 09500\E\ELF991 09500-E8 I DISCIPLINE SHEET REFERENCE E8

NOTES:

<2> REMOVE EXISTING PIT HEATER TIMER. SEWER TAPE PILOT UGHT. AND PIT UGHTS PILOT UGHT:

27

12

<3> INSTAll. NEW 20 AMP TOGGLE SWITCH FOR PIT UGHTS WITH PILOT UGHT WHICH ILLUMINATES WHEN PIT LIGHTS ARE ON.

¢INSTAll. MANUAL STARTER WITH PILOT UGHT FOR SEWER HEAT TAPE. SUMP PUMP; AND LOAD CELL HEAT TAPE.

o INSTAll. DUPLEX MANUAL STARTERS WITH PILOT UGHTS FOR PIT PERIMETER HEAT TAPE AND TRENCH/DRAIN HEAT TAPE.

5. INSTAll. PERMANENT IDENTIFICATION LABELS ON ALL NEW DEVICES TO CLEARLY IDENTlFY THEIR PURPOSE. SUBMIT PROPOSED LABELS FOR REVIEW PRIOR TO INSTAUATION.

6. SEE SPECIFICATIONS SECTION 740 FOR SWITCH AND MANUAL STARTER SPECIFICATIONS.

E o

O. ~:

114 BCU _: GROUND

5/8"X10' GROUND ROD

~4"X4"X8' TREATED POST

B"X8"X4- NEMA 3R J-BOX

3/4" LFMC (lYP)

SEWER PIPE SPARE HEAT TAPE

HEAT TAPE FROM SEPTIC TANK

SEWER PIPE ACllVE HEAT TAPE

T 4'

l

ffi DETAIL HEAT TAPE J-BOX E9N1S

HAT CHANNEL

LFMC CONNECTOR

PIPE WITH ST~NLESS STEEL BAND CLAMPS

/

LFMC-ATTACH TO ARCTIC

~::::::::~.J:::::::;::::==:L.-.

ffi ~ETAIL SEWER PIPE HEAT TAPE

SCALE HOUSE WALL

B"XB"X4" NEMA 3R J-SOX SIMIlAR 'TO DET~L 1

(2) 3/4" LFMC

""-

HEAT TAPE IN 3/4" !.FMC

!.FMC FOR HEAT TAPE SEE DET~L 3

rHEAT TAPE J -BCix SEE DETAIL 1

II II

NOTE: INSULATE ALL EXPOSED HEAT TAPE AND CONDUIT CONT~NING HEAT TAPE. WHERE BELOW GROUND.

EB DETAIL SEPTIC TANK HEAT TAPE E9N1S

200A, 3W. SIN DISC. SW. FUSED 175A

200A METER-......... SOCKET """"-

mOM ~ • lSI----+--

EXISTING

ffi ELECTRICAL POWER ONE-UNE E9K1S

REPLACE EXISTING 70/2 BREAKER WITH 100/2

REPLACE EXISTING PANEL ·S" wrm NE.W PANEL. 125A, 120/240V; 1~. 3W. 30 CKT

EXISTING l' RMC. 3 NO. 4 (REMOVE) NE.W: 1-1/4" EMr. 3 NO. 2. 1 NO. 8 GND

0 1ZI ~ CII:J

H)-j

0

Q ~ 3 A

~ S S3 @:

8= @: @ .2 02 Q)

® IZJ ~

@IZI

~ ---= ~

~

(j) Y

~ Af"F' AG W SHT CKT

U.O.N. WP

STATE PROJECT DESIGNATION YEAR SHEET TOTAl NO. SHEETS .

ALASKA NH-065-1(21)/60550 2005 22 27

P:\991 09500\E\E1J991r.;0:7;:;95~O~O-7.E;;:::9 ,"";::;";;::;:::;:---,._--,._-; DISCIPUNE SHEET

. REFERENCE 12

SYMBOLS

FLUORESCENT AX1URE

flUORESCENT AXTlJRE ON TRANSFERRED POWER

COMBlNAllON EMERGENCY/NORMAL POWER AXTURE

FLUORESCENT AXTURE WITH JUNcnON BOX

flUORESCENT STRIP AXfURE

INCANDESCENT. flUORESCENT. OR HJ.D. FlXTURE

WAll. MOUNTED INCANDESCENT. flUORESCENT. OR H.i.D. AXTURE

WAll. MOUNTED EXIT AXTURE. ARROW AS INDICATED. WE E

CElUNG MOUNTEO EXIT AXTURE

WAll. MOUNTED. BAlTERY OPERATED EMERGENCY AxrURE. WE EM

POLE MOUNTED AXTURE SINGLE POLE SWITCH THREEWAY SWITCH DUPlEX RECEPTACLE GROUND FAULT INTERRUPTER. DUPL£X RECEPTACLE (G.FJ.) DUPLEX RECEPTACLE WI ISOLATED GROUND SPECIAl PURPOSE RECEPTACLE' Nema Type As Shown HfAOBOLT HfATER OURET POST - Number of receptacles indicated HfAOBOLT HfATER OUTlET POST EXISTING JUNCTION BOX MOTOR MANUAl MOTOR STARTER COMBINATION MAGNETIC MOTOR STARTER MOTOR W/MANUAl MOTOR STARTER ON OR ADJACENT TO THE MOTOR MAIN DISTRIBunON P';NEL (M.D.P.) PANELBOARO MISe PANEL BRANCH CIRCUIT HOME RUN TO PANElBOARD - No. of NrO'llS Indicates Number of Circuits. Panel and Circuit Numbers As Shown

NUMBER Of" CONDUCTORS IN RACEWAY - Absence of marks indicates two conductors and equipment grounding conductor. EGC in all raceways. EqUipment grounding conductor indicated. "\ THERMOSTAT TElEPHONE OUTlET TELECOMMUNICAnONS 0lITlET ABOVE ANISHED flOOR ABOVE GRADE l'IPlCAl SHEET (REFER TO DRAWING) CIRCUIT UNlESS OTHERWISE NOTED WEATHERPROOf"

NOTE: NOT All SYMBOLS ARE USED

lAS~BUIL T PLANSl ,......, ... .. #-..... ....... -.......... - , ........ ~~'VV..-_ _ "' • .....,-A. .• ''''' J

r ..... ~~....--...#V"~ ............ """'". _ ............... _ ... ~ ....,,,..,.,.,.,-.., .. - "

MISCELLANEOUS ELECTRICAL DETAILS

#4 AWG BARE SOLID COPPER WIRE. 4' PROTRUDING -FROM FOUNDATION,

BOND TO LIGHTING STANDARD.

COMPACT DISTURBED MATERIAL TO 95% OPTIMUM DENSITY.

INSTALL 4 ANCHORS ON A 14 1/2" BOLT CIRCLE USING A SQUARE PATTERN

USE IRREVERSIBLE COMPRESSION ----_____ -~ CONNECTOR OR CADWELD TO BOND GROUNDING CONDUCTOR TO SPIRAL

CAGE. (CONDUIT GROUNDING AND CONDUIT TO LIGHTING STANDARD

GROUNDING NOT SHOWN FOR CLARITY. SEE SECTION 660 OF THE

SPECIFICATIONS FOR BONDING AND GROUNDING REQUIREMENTS).

SIX #8 BARS EQUALLY SPACED

#3 BAR SPIRAL

FEMALE ANCHOR

.. ; .

I ___________ <f. OF FOUNDATION

I ~ TOP OF BUSHING 1" MAX

SIDE VIEW

TOP VIEW

ABOVE THE TOP OF FOUNDATION

FASTEN #4 AWG BARE SOLID COPPER GROUND WIRE TO OUTSIDE OF RIGID METAL CONDUrr WITH ELECTRICAL TAPE

O"CMIN)

2" RIGID METAL CONDUIT

" CLEARANCE

*

#4 AWG SOLID BARE COPPER WIRE

SIX #B BARS EQUALLY SPACED

2" RIGID --~METAL

- - _ .:( CONDurr

-. ;-:.,.-#3 BAR SPIRAL

FINISHED SLOPE

* 5' DEEP BY 3' DIAMETER UNLESS NOTED OTHERWISE IN THE ELECTROLIER SUMMARY.

** USE 20" FOR 3' DIAMETER FOUNDATIONS USE 18" FOR 2' DIAMETER FOUNDATIONS

PORTLAND CEMENT CONCRETE FOUNDATION WITH FRANGIBLE COUPLINGS

STATE PROJECT DESIGNATION YEAR SHEET TOTAL NO. SHEETS

ALASKA NH-065-1(21)/50550 2005 23 27

P:\99109500\E\El O_F99~1",,09::=,5=OO;..,,-.:;:El;.::O==--,-_--.-_~ DISCIPLINE SHEET REFERENCE

NOTES:

1. PROVIDE CONCRETE CONFORMING TO CLASS "A".

2. CHAMFER ALL EXPOSED CONCRETE EDGES 1".

3. FURNISH EACH SPIRAL REBAR CAGE WITH 1 1 /2 TURNS OF REBAR AT BOTH ENDS.

12

Fou~'V""'TION.'O FOQ.W\e..O IN c.W\"f' FO~ \>R\\"I...E..D P.Ol..",-S ?E:~ Oc.vR~OO'i 4. C-AS+-Abb FOYNDATIONS I~l f2bAG~ I~l DRlbbE:D HObE:£. .

5. PLACE TilE P.C.C. IN DIRECT CONTACT ' .... ITI; TilE UNDISTURBED SURFACE OF TilE DRILLED IIOLE: FORM ONLY TilE TOP ONE roOT OF TilE FOUtmATION.

6. CLEAN THE BOTTOM OF DRILLED HOLE OF ANY LOOSE MATERIAL BEFORE POURING CONCRETE.

7. CONSTRUCT THE FOUNDATION SO THE CENTERPOINT OF THE TOP IS NO MORE THAN 3" ABOVE OR BELOW THE PRO,IECTED FINISHED SLOPE. FORM THE FOUNDATION TOP SO THAT NO PORTION OF THE FOUNDATION PROTRUDES MORE THAN 3" ABOVE THE PROJECTED FINISHED SLOPE.

8. DO NOT PLACE BACKFILL OR COMPACT AGAINST NEWLY CONSTRUCTED CONCRETE FOR A PERIOD OF 14 DAYS OR UNTIL CONCRETE ACHIEVES AT LEAST 80% OF THE DESIGN COMPRESSIVE STRENGTH (f'e).

9. TI-\E \:')(.\STING '-\G.~T ?c'-t:S ~"'n

TR\A~(,UL""'«.. SI'\1::~R T,{pc BASES M<"'O\I"'E~ \0 A Y 'BoL. T F",f>., ~6 \ ~Lc. c..oU'?LI"!.e:, ~"\TE.RN ~\:.R C.I-\A.NGE. OR1>E.R N.O. y.-

tA~-~l!!~!.~~AN§1

~~~DATEg

MISCELLANEOUS ELECTRICAL DETAILS

LIGHTING SYSTEM POLE AND J-BOX WIRING DETAILS NOTES:

(1) APPLICATION FOR FIXED BASE IS THE SAME EXCEPT !i/O 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.

(3) LABEL ALL CABLES AND CONDUCTORS IN POLE BASE AND J-BOX.

LEAVE ENOUGH SLACK TO ALLOW QUICK DISCONNECT TO BE PULLED 6" OUTSIDE OF POLE HANDHOLE

CONDUCTOR ATTACHMENT BRACKET~ (SEE STANDARD DRAWING L-03.03)

WHEN CABLE IS USED STRIP OUTER SHEATH BELOW BRACKET

ELIMINATE ALL SLACK

QUICK DISCONNECT

SEE DETAIL B-==B.;c5~~~~=SSEE DETAIL A

LEAVE ENOUGH SLACK ABOVE THE CONDUCTOR ATTACHMENT BRACKET TO ALLOW QUICK DISCONNECT TO BE PULLED 6" OUTSID.E. OF HANOHoLE.

POLE & BRACKET (#10XHHW) CABLE TO lUMINAIRt (TAP CONDUCTORS)

1---HANDHOLE

LlGHTPOLE

SINGLE OR DOUBLE MAST ----­ARM POLE

--------- .- -----_._------- .. - ---~.--

STATE PROJECT DESIGNATION YEAR SHEET TOTAl NO. SHEETS

ALASKA · NH-065-1 (21 )/60550 2005 24 27

P:\991 09500\E\ELF991r.;O:-:::9500~7":7.E,:,;:11~=-, __ .-----:I DISCIPLINE SHEET REFERENCE

MAST ARM WIRING DETAIL

FOR DOUBLE MAST ARM, INSTALL CABLE (CONDUCTORS) BETWEEN LUMINAIRES

12

1-1----- POLE & BRACKET CABLE (TAP CONDUCTORS)

JUNCTION BOX ----1i; FOUNDATION ----I

INSULATED GROUNDING BUSHING

CD INSTALL 2"X1" REDUCING WASHER AND 1" CONNECTOR TO SECURE CONDUCTORS AT THE END OF THE MAST ARM

II II GALVANIZED STEEL CONDUIT =======-========-==== INSTALL DRAIN AND SUMP PER] STANDARD SPEC 660-3.03 12

3C CABLE (TYP.) SIZE SPECIFIED IN PLANS REMOVE ALL SLACK BEFORE INSTALLING

SE~ DETAIL C

INSULATED GROUNDING BUSHING LEAVE 3' SLACK MIN. FOR EACH CABLE AT THE JUNCTION BOX OR SPLICE LOCATION

THE TWO 3C CABLES SHALL HAVE THE OUTER JACKEl STRIPPED FROM

CABLE TIE---~~~~~~ COPPER BRAID TO COVER

.IS.:

.. .. ~ • :ti.

II II \\ I I I I

DETAIL B

-.-- TAP CONDUCTORS

- DOUBLE FUSED QUICK DISCONNECT (TYP.)

- LEAVE 12" OF SLACK FOR EACH SPARE CONDUCTOR. TAPE AND CAP SPARE CONDUCTORS AS SHOWN.

12" BELOW THE CABLE TIE ATTACHMENT TO THE FUSIBLE DISCONNECT IN THE POLE BASE

TWO-SCREW CONNECTOR

THE TWO-SCREW CONNECTOR SHALL 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.

TAPE CONDUCTORS OF EACH SEPARATE CABLE TOGETHER

BOND WIRE CABLES

A

BOND

120 LBS UNLOCKING STRENGTH CABLE nE

INSULATED GROUNDING BUSHING

BRAID TO COVER

DETAIL C OPTIONAL DETAIL A

lAS-BUILT PLANSl v" ........ _""',."...,.,......,..,.."'.,.~~ ............... .............. _ ••

LIGHTING SYSTEM .POLE Be J-BOX WIRING DETAILS

ie

E c

LOAD

IOU RllIfnlN( liGHTS ISTI LIGHTS

.DSE SI( STEESE NORTHBOUNO CLOSED SIGI -STEESl: SOUTH BOUND

IPH A IPH B iB;;: ~~ ~~ :~;: IPH A PH B

201 2C '2

1----

20/ 20/.

1----

LOAD

ISPACE ISTREE UGHT5

PNSllJE UC CLE __ - UNKNOWN II ClOSE[ SIG BSOUTH BOUN[

~E~~ESE~~N(O~mT~HB~(OC~U~NC+-__ +---~~H-~+-~_H~tr--_r--- -

-&7 TACTOR

OIl!:'R HEIGH' DETECTOR lSFWER HEA' TAPE

IWE PUMP

TOTAL KVA OTAL AMPERES

1----201 512

1----15/2

1--_.

1----30,

140/2 1----70/2 ----

~~ KVA KVA KVA KVA

~ KVA AMPS

NE HEAT I[OUNH WAltH IE)gSJlNI -UNKNOWN IWEL IPE

1011TS10E UGHTlNGON ISCALE I"IT HEATER

IPANE B

SPlIT BUS - CKTS 1-6 SWlTCHEO BY CONTACTOR CKTS 7 -40 ON MAIN BUS

SO 0 NOOB 225A 120/240V. lPH. 3W CAT NO CBL 34238

C

SPlIT BUS - CKTS 1 -6 SWITCHED BY CONTACTOR CKTS 7 -40 ON MAIN BUS • 30 MA GFCI (EXlsnNG LOADS IN PARENTHESIS)

GF1

TOTAL NEC NEW LOAD 11.566 VA TOTAL LOAD' REMOVED -10 014 VA

NET NEC LOAD INCREASE 1.554 VA = 6.5 AMPS

-!l' 1~~f~:~ER: !liLa

NEW

'" Ic ~ LQA[)

....... :OONTI'R PL lin RM' :OONTER PLUG - O=R RM'

!SUMP PUMP ....... .......

HEAT TRACE - TRENCH & DRAIN UNE---HEA TRACE - TRENCH & DRAIN UNE

,OAD CEl - HEAT ISPARI'

------------

If UES = )TOR-:;:

oolfs 2

IUI':I' --IISPARE _

TOTAL KVA TOTAL AMPERES

VO!'~:S~~Ofl.2.~. Ale RATING:

VOLT-AMPS IBRKR .~ ~'g I~~;: VOL IPH AIPH B SIZE IPH A

XXX i 20. XXX 120/

B63 120/2' 1500 B63 1---

655 12C '2' -.... 655 1---46Q. 12C 1C

........... ,20/ ....-r--...

t--: v

V-I-- -....

V -.... I--

KVA ~i IPH A PH B I TOTAl lI: DIV

~2:;.!' 1.9~~ 110K+'~0~~M

KVA 125" KVA 100" KVA

2, 3. 125~ 4.BKVA

100" ~~ 3.5 1.a 5,3 6.7KVA

29, 15, 12. 2".BAMPS

AS-BUILT PLANS! ",- ............ -"'--~ .... "''V".....,.". __ ;'V'''''''' •• ~ •. "../.,..~ . ............... ~

· . ~r.· ""/¥", ,,,,,,,,,~,,,, 'V' ............. .., ... _.~.'.,.. ,. ~oJ'; .. "_ •. ..,,.......,.. . _. - ---- - - - - - _.>

STATE PROJECT DESIGNATION YEAR SHEET TOTAL NO. SHEETS '

ALASKA NH-065-1 (21 )/60550 2005 25 27

P:\99109500\E\ELF991;.-:O:;:;:95:;,OO;.,-.,;E.;,:12=-==-._--,r-----I DISCIPLINE SHEET REFERENCE 12

NOeB OBLJ1223

~~c::'.!!~:.. 30

LOCAiiiiN~ Of:RCE-ROOM. BF'HIIIID DOOR

·AMPS LnAD ;7 Ie IPH B

....-lER m ....-.- iCW

r :rER-

i ...;

-/" LEVE IS

300 LAY AND rRDL 16

"-...

-.... '- -.... - ....... -....

"-

LOADS SHOWN FOR- NEVnYORKONLY

• = 30 MA GFCI

:

(EXISllNG CIRCUITS IN PARENTHESIS)

PANEL SCHEDULES

E o

'" .,., O::i o <D

~ u

'" o "­CD N

:; .c: t-

FOX WEIGH STATION PANEL SCHEDULES Panel "A"

1 Outside BuildinQ Li<lhts # load 2. ISoac:e

23 Furnace 22 Counter pIJa

# load

6 SDace 3 Street llahts 4 Street liaht. 6 lSOace

16 Vehicle Me .. age S;Qn 13 OIC Skln Old Steese Northbound 11 OIC Slim Email Southbound 9 OIC Sian Steese Southbound 7 OIC Sign Steese Northbound 8 Inside UQhting

10 Wa. Receotacle

14 ExisilOOLoad - Unknown 12 Existina Load - Unknown

17 Existina Load - Unknown 18 Counter Plug

19 Scale PIT OOhtino 18 Counter PluQ

21 BOliardLJghts 20 Wel~Water Une Heat Taoa

26 Scale PIT Taoe 24 Water Heater

27 Qulitina Contactor 26 Existina' Load - Unknown

29 Space 28 WeR HuIT"""

31 Over Heiaht Detector 30 SPlICe

35 S80tlc line & Tank HeaITaoe 33 SeDUc line & Tank HeaIT a08

32 Outside liahting Control

37 WeN Pump 38 Panel B 38 Heat Trace - Scale Pit Perimeter 34 Heat Trace - Scale Pit Perimeter

39 WeliPumD 40 Panel B

lolC s Open/Close

----------

FOX WEIGH STATION PANEL SCHEDULES Panel"S"

# Load # Load 1 HD Bolt-Elliott 2 HO Bolt - Steese 3 HD Bolt - Elliott 4 HD Bolt - Steese S Heat Trace - Trench 6 Counter Plug'. 7 Heat Trace - Drain Line 8 Counter Pluo'. 9 Heat Trace - Load 10 ani< load Alarm 11 Heat Trace CeP 12 Snare 13 StnlO Pumo 14 Saare 15 soare 16 SOare 17 Soare 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 36 36 37 38 39 40

SHEET TOTAl o STATE : PROJECT JESiGNATION YEAR NC. SHEETS

~ ALASKAjNH 065 1(21)/60550 2005 .2:'1 27

U:\Hwy\60550\PDC-DWGS\ConsiAsBuilt Layoutl ?JOA.

!AS-BUlLT PLANS! ...•. ; .......... ,. ~-....,.. ........ .,.-..... ........,. .. - ... -."...,.. ....... ..;."""""-~

e: ,

-' ~

:: ~ :,.;

- --_. --. - --l ---.- .~

I 30"

==-- -- -- -- -- -- -- ~4 TURN LOCKS-==-P

(S.S.)~

L 1---------------~ ---------------------

~---=====::11111===-======-==- ===-~~-===

S.S. CONTINUOUS HINGE I (1~" OPEN).J

SIGN HOUSING DETAILS FRONT VIEW

. "' _ . VISOR ( .063 ALUM.)

HOUSING, (.125 EXTRUDED

ALUM.)

Z-BAR TYP., 3" X 21Xs" X ~" ALUM., HEll-ARC WELDED TO HOUSING

NOTES:

1. ITEM 660(32) ELECTRIC SIGN SYSTEM COMPLETE CONSISTS OF ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY FOR THEIR PROPER INSTALLATION INCLUDING BUT NOT LIMITED TO SIGNS, SIGN HOUSINGS, POSTS, CONDUIT, BREAKERS, SWITCHES, REMOTE OPERATORS, CONTROL PANELS, J-BOXES, WIRING AND SYSTEM CHECKS, REMOVAL AND DISPOSAL OF EXISTING OPEN/CLOSED SIGNS AND TEMPORARY INSTALLATION OF METAL CH.ANGEABLE OPEN/CLOSED SIGNS.

2. OPEN/CLOSED SIGN C~AILS: THE MESSAGE TO READ "OPEN" IN RED ONE INCH LED CLUSTERS AND "CLOSED" IN GREEN ONE INCH LED CLUSTERS WITH 18 (EIGHTEEN) INCH HEIGHT CHARACTERS. TEXT CHARACTERS SHALL RESEMBLE SERIES E MODIFIED.

3 . THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE ENGINEER A SIGN AND SIGN HOUSING SYSTEM DESIGN THAT MEETS THE REQUIREMENTS OF THESE PLANS PRIOR TO PLACING AN ORDER FROM THE MANUFACTURER. THE SIGN SHALL BE OPERATIONAL BETWEEN THE TEMPERATURES OF + 11 0 DEGREES TO -60 DEGREES FARENHHEIGHT. THE ENCLOSURE SHALL INCLUDE 110 VAC STRIP HEATERS AND THERMOSTATS AND INSULATION ON THE INSIDE TOP. SIGNS SHALL BE LEGIBLE FOR 700 FEET DURING THE DAY AND NIGHT.

4. THE 'SIGN HOUSING DIMENSIONS SHOWN ARE APPROXIMATE. SIGN HOUSINGS ARE GENERALLY CUSTOM MADE TO FIT THESE TYPES OF SIGNS. CUSTOMIZE THE HOUSING FRAME SO IT CAN BE SECURELY FASTENED TO THE SIGN MOUNTING POSTS. PLACE 1 INCH DIA. SCREENED WEEP HOLES IN THE BOTTOM OF THE SIGN HOUSING. THE ENTIRE HOUSING ASSEMBLY SHALL BE ACID ETCHED AND PAINTED WITH TWO COATS OF ZINC-CHROMATE PRIMER, INTERIOR OF HOUSING SHALL BE PAINTED WITH TWO COATS OF HIGH QUALITY FLAT BLACK EN.AMEL. THE EXTERIOR OF THE HOUSING SHALL BE PAINTED WITH TWO COATS OF HIGH QUALITY SEMI-GLOSS BLACK ENAMEL.

5. A WALL MOUNTED CONTROL PANEL FOR THE OPEN/CLOSED SIGNS SHALL BE INSTALLED INSIDE THE SCALE HOUSE. THE PANEL WILL INDICATE THAT THE POWER IS ON OR OFF FOR EACH SIGN. A REMOTE OPERATOR SYSTEM (WIRELESS) SHALL BE INSTALLED THAT HAS THE ABILITY TO TOGGLE THE MESSAGE INDEPENDENTLY FOR EACH SIGN. IT IS PREFERRED THAT THE CONTROL PANEL AND THE WIRELESS OPERATOR BE ONE SYSTEM. THE WIRELESS SYSTEM SHALL BE INSTALLED SO THAT IT WORKS FROM THE SCALE HOUSE FOR OUTSIDE TEMPERATURES RANGING FROM +110 DEGREES TO -60 DEGREES FARENHHEIGHT.

6. THE SIGN MOUNT SHALL CONSIST OF A TWO-POST SYSTEM. INSTALLATION PER STANDARD DRAWING S-31.00 WITH A FLANGIBLE COUPLING SYSTEM FOR W-SHAPE POST. USE W6 X 12 POST SIZE. THE BOTTOM EDGE OF THE SIGN HOUSING SHALL BE INSTALLED 7-FEET ABOVE THE ADJACENT ROADWAY CENTERLINE ELEVATION. THE SIGN POST SPACING SHALL BE 5-FEET.

SIDE VIEW

Z-BAR

"L" 681+00 32 FT. LT.

*

STATE PROJECT DESIGNATION YEAR S:~ ::~S ALASKA NH-065-1 (21 )/60550 2005 26 27

U:\Hwy\60550\Drofting\6055(JfOl-sign housing

OPEN/CLOSED SIGN SUMMARY NO. STATION * OFFSET (1) "L" 681+00 32 FT. RT '

~ "ST" 17+50 24 FT. RT. 0) "ST" 30+00 24 FT. RT. @ ·03" 656+00 32 FT. RT.

OFFSETS ARE APPROXIMATE, ADJUST IN THE FIELD SO NEAR EDGE OF SIGN HOUSING IS 12 FEET FROM NEAR EDGE OF PAVEMENT.

"ST" 30+00 O)~,..--::==-'-'~--..

24 FT. LT.

"ST" 20+00 P.O.C. "L" 671 +04.26 P.O.T.=

"ST" 17+98.18 PC

"L" 669+15.31 P.O.T. n03 n 668+79.21 P.T.=

"03" 652+30.25 P.C. /

ELECTRIC SIGN STAKING DETAILS USE AS-BUILT CENTERLINE STATIONING SHOWN ON PLAN SHEETS 26 AND 27 FOR STAKING ITEM 660(32) ONLY.

CURVE TABLE

7. PROTECTION OF WIRES BETWEEN THE LAST J-BOX AND THE SIGN SHALL CONSIST OF RMC STUBBED UP UNDER THE SIGN 6-INCHES ABOVE GROUND, ADJACENT TO THE POST FOUNDATION FARTHEST FROM TRAFFIC, INTO A SEAL TYPE BOX. WIRES BETWEEN THE BOX AND THE SIGN SHALL RUN IN A 1-INCH SEAL TYPE FLEXIBLE CONDUIT. FINAL CONNECTIONS SHALL BE FIELD FIT AND CODE COMPLIANT.

CURVE NO. P.1. STATION 6 D T L R S TL

8.

9.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LOCATES OF OTHER BURIED UTILITIES PRIOR TO DIGGING AND SHALL BE RESPONSIB,LE FOR THEIR REPAIR IF DAMAGED. CONTACT LOCAL UTILITY COMPANIES, SOME UTILITIES MAY NOT BE SHOWN IN TH~SE PLANS.

THE POWER TO THE EXISTING OPEN/CLOSED SIGNS IS DIRECT BURIED WIRE EXCEPT UNDER PAVED AREAS WHERE IT IS IN CONDUIT. BURIED POWER TO EXISTING OPEN/CLOSED SIGNS CAN BE ABANDONED IN PLACE EXCEPT WHERE IT IS IN CONFLICT WITH THIS WORK. REMOVE OLD OPEN/CLOSED WIRING FROM EXISTING PANEL BOARD-A AND INSTALL WIRING TO NEW PANEL BOARD-A AS INDICATED ON PLAN SHEET 24. SEE ADDITIONAL WALL MOUNT AND CONTROL PANEL REQUIREMENTS.

® @

"a " 662:t-34.27 82"26'52" "ST" 20+40.87 09·41'04"

:AS-BUILT PLANSl . ,.,.."~ ............... ."...,...,..AAr--...,."-_,,..,..,.,,.._~ ............... J

INlTIALSLDATE.1hifr .~'A..~~~ ............ ~_. . . - ---- - -- :..

5· DO' LT 1,648.02' 1,648.96' 1,145.92' ZOO' RT 242.69' 484.22' 2,864.79'

OPEN/CLOSED SIGN DETAILS

J

0.06 '/FT. 270' N.C. -

.(

[-3cH~A-3 [-lcHIDGRD 1-2 INCH RMC

[-3c#~A-1 [-3cuIDA-2

[-3cHIDA-3

[-lc#IDGRD 1- 2 INCH RMC

I I

I

Q --t::::t

I I

I

6'81+00 ~ - ----r----N .... 37 53'_ 1..J:j'L ___ _

B CD

~ o a: o o + I!? <0

':.J :

-----_ .. _----_ .. . _----- .-- - .. - _.

~1-3C#IDA-4 [-lcH~GRD 1-2 INCH RMC

SCALE HOUSE

[-3c#IDA-2

[-3c#IDA-3

[-1 cH:ID GRD 1-2 INCH RMC

~1-3CHIDA-3

[-lcHIDGRD 1-2 INCH RMC

'''''''''h --- ~~

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o STATE PROJECT DESIGNATION YEAR SHNEOET TOTAL ~ • SH~

~ ALASKA NH-065-1 (21 )/60550 2005 27 27

U:\Hwy\60550\POC-DWGS\SignConduit Run-Layout1

1. CD ~ @ @ - OPEN/CLOSED SIGN LOCATIONS, SEE OPEN/CLOSED SUMMARY PLAN SHEET 26.

2. OFFSET TO J BOXES SHOWN IN THE SUMMARY ARE APPROIMATE. USE TRAFFIC SAFETY MASTER DRAWING TSM 804 FOR INSTALLATION DETAILS WITH AN OFFSET DISTANCE FROM THE EDGE OF PAVEMENT MINIMUM OF 2 FEET AND MAXIMUM 4 FEET.

3. SYSTEM GROUNDING, THE 1 CONDUCTOR #8 COPPER GROUND SHALL BE USED FOR SYSTEM GROUNDING BETWEEN THE SIGNS, THE CONDUIT AND BACK TO THE POWER SOURCE.

,AS-BUILT PLANS! .... · ... v .... -.' ... ...... 'VV"""""""'~ ... V'~~ ........... ~-....." ... ....,...~.,A..~,..; ................ ,~

,., p :-"""""""'........,.. . ........,.~.Iy~.-~ .............. ""--~ ...... --)

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OPEN/CLOSED SIGN DETAILS