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170'
Ie '" I.e Po >(. / bl§ r--/ t:c/~
:,;~'" Ii", .::> ....
160" 150"
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140"
OCEAN
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130"
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.~? I.t'~ ~.!
120"
--------,.. -" ,.
70"
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:i STATE OF ALASKA DEPARTMENT OF TRANSPORTATION
& PUBLIC FACILITIES
AS - BUILT INITIALS: AI/)A.._iJ DATE: £,1i,ln
CONTRACTOR: EARTH MOVERS OF FAIRBANKS
DATE STARTED: AUGUST 31,1987
DATE COMPLETED: JULY 15,1990
,0
SHEfT TOT '\! STATE PHOJECT
NO SHEf"S
ALASKA RS-RRS- M- 0005(52) JlS
INDEX OF SHEETS SHEET
NO.
I.
DESCRIPTION
TITLE SHEET
2 - 6 I.TYPICAL SECTIONS
7-9B I DETAILS
10 I MODIFIED PAVEMENT DETAIL
/i~!~ ~ - ___ \J. ... v."-
~~.J."(
TAY2: ----_ .•.• ------ RESIDENT ENGINEER: DENIS FOX RALPH SWARTHOUT, P E. JIM BENNETT, I? E.
II -171 SUMMARIES
18-431 PLAN SHEETS
q
'" '"
OME ~ . ~
S!o.
I
160'
<v~, Co'
~<,;.
STATE
120" '+-~" PROJECT NO. TANANA RS-RRS-M-000S(52)
\
'VA
, ,
PLAN AND PROFILE PROPOSED HIGHWAY PROJECT RS-RRS - M-OOOS (5 2 ) / 60494
GEIST EXTENSION
44-471 PROFILE SHEETS
48-491 STORM DRAIN PROFILE
50-60 I SIGNAL a' LlGHTIN G SYSTEM
61 I EMERGENCY GATE SYSTEM
62-761 SEWER, WATER a TELEPHONE DETAILS
77-/148 BRIDGE PLANS
I I 5-118 I TRAFFIC CONTROL PlANS
The following 5tandard Orawlngs apply to this projecf:
~~' .. PEGER RD. TO COLLEGE RD. CONNECTOR
A-I,C-0I.02, C-02.00,C-03.0I, C-04.00, C-05.00, 0-01.00,0-0'1.10, .
0- 05.10,0- 09.00,0-23.00, 0-24.00,0-26,01, F-OI.OI, F -03.01,6'-04.025
G-04.02W, G-14.035, G-IB.OI, G-24.035, G-24.03W, 1-20.01,
L-03.00, L-20.01, L-23.00, L-30.00, M-16.00, 5-00.00,
5-05.00,5-20.00,5-21.02,5-30.01, T-20.00, T-21.0I, T-22.01,
T- 30.00, T-31.00, T-32.00, T-33.0I, T-34.00, T-40.00, T-52.0I,
,-. \' f \ C
P P. C o 'e
E .04
'" Grading t Drainage, Paving, 5 Br i dges PRO J E C T S U M M A R Y I t I
<;) o~·
~.
.'
'" r" ~
(Sheets 69 Thru 75 Have Been Deleted From This KEY MAP Project) 150· 140' 130"
NOTE: MINOR EQUATIONS NOT SHOWN.
~(/. ~~~
BEGINNING OF LINE
''t1.' 0+00.00 P.C'.T.
PHilLIPS FIELD AIRSTRIP 5 ACCESS ROAD 6'~~l-. , 1?,o
-" " 99 FT .• ~ ."'"~ ":":;"~:;"oo",~" "0 43 '~'~ 56 FT ~ ~NOT A AAR ,'\~ \ "l' 43+ .
~<I "~/+
•• <1 ',- ./' I
, , ~)
/ -:;; --... \...... ........ ~
" \ ~f' , \ ,0 " ,. , \ \
<S',o 1--<>"" '''X;' \ . 6> ~1-- " 0(6/~6 '\\
~<S'
BEGINNING OF PROJECT
"L" 2+62.15 P.O. T.
BEGINNING OF LINE "N" 44 + 00.00 P O.T
->-<;' .1--~
01-- ,~
vi V~~~ , ,
'. ..... " '''-" \ END OF LI NE
/ '~ II II ",::" -: .. :=,::~o_ f~T. = ~"''' A3 19+ 00.00 P.O. T. ,\" " '-,
. Noyes
S/O""Ph
NOYES SLOUGH
RECREATION
"L" 94+74.45 P.OT.
\ '-,FUTURE CONSTRUCTION \ (NOT A PART OF THIS CONTRACT)
\1 ',)(,./ \ '\ '-
\ \ '\ \ \ '-
\ '\ , '\ \ '\
'\ \ '-'- \
PROJECT NO, E82072 . '~~~ '.'. \ "
. '. ~ \.... \,,"-... " ~ \ . L~ ," "E~O OF LINE ~», ~\ N 51+50.00 P'O.T \ ~~""'Z~ -
.~-~
\ ~ ~ ~
'11K. FISH
GAME
BRIDGE
WIDTH
BRIDGE
LENGTH
SURFACED
WIDTH
LENGTH OF
PAVING
LENGTH OF GRADING
LENGTH OF PROJECT
NUMBER OFI LANES
[) FISH S GAME
AREA
·jA'·
Peger Road
Varies 40'-72'
2948
2948'
2948'
Varies
2 to 4
UBI!
Gei st 6- Lane
(ave r pass)
111.2'
280'
Varies 89'-97'
3316'
3042
3316'
6
lie" IIDII
College Rd., College Rd. Connector Connector
64'
705'
705'
705'
4
(Noyes slough)
62.5'
64'-75'
Varies 40'-64'
3252'
3165'
3293'
Varies 2 to 4
II E"
Aurora Dr. Connector
Va r ies 40'-48'
1820'
1820'
1884'
Varies 2 to 3
IIFII
Phillips
Nome Dr.
28'
739'
739'
739'
2
Misc. Alignments
(G,H,I,J, K,Ll
Varies
3150'
4178
4373
Varies I to 2
Bikepath IPrOjectTotals {ir,cluding"K'i (excJl1ding
tJikllpath)
8'
9630'±
9630':!:
9630't
N/A
344"355'
15~930' 3 mi.
16,432' 3 I mi.
17,093' 3,2 mi.
DESIGN DESIGNATION
ADT 1986
ItA II
Peger
Road
6775
ADT 200611 14,425
DHV
%T
D
V
1731 . (12 %J
10%
45-55
45 MPH
II B If II C It II D II
Geist I College Rd. I College Re:!. 6 - Lane Connector Connector
3100 3100 850
31,750·
3493 ( II %)
6%
45-55
60 MPH
10,850
1302 (12 %J
10%
45 - 55
45 MPH
2800
336 (12%)
10%
45-55
45 MPH
II E If Aurora Dr. i Conn&lD'r
1800
6625
fO 3fi. (12%)
10%
45-55
40 MPH
Plans developed by Rosalind Kan {Dale Nue!le
under the supervision of
...... ,. ... , ", ~ "'\' _ ........ " Of 4(" ". ~-.. ~, ........... ~+ ", --'., '* . '9 -~~.' ···.l ;~ ... 49TH -:-''1 II!!.: =-- J!. ill! ... :~ ••• :; ~ ••• II
II!- r..a-.:::t. ~~._ .••••. ;.-: .. _ _ •••••••••• ~- .:.Jt;j I
• 1'EO • ,i;!< "" 'l!. " CE _, •• ' "," _
~" 110. ,.' \:_ ". .,.. ~ ...... ~:, -~ ,"""
STATE OF ALASKA DEPARTMENT OF TRANSPORTATION
& PUBLIC FACILITIES
APPROVED
...... 0..~ ..... 4.:~ .................. Date .:2/1t~7 ..... . L.L::.~~ , DES!GN CHIEF, NORTHERN REGION DESIGN AND CONSTRuCTION
• -
---
~~ I ,
d!I
, "i STATE , .. ItOnCT DlS"NATIONIYEAIt •• IIT I' TOTAL
_ IIII.ITI
AMIBI-'" .~. ~" I AL A SK AIRS-RRS-M-OOOS(521 I
1 . 11111: . ~ z.... . ... l!NIr
Clearing Limits 2. I liS
Varies Varies f "eiL " -....I
b ~i '(?~"
I.. (3) .1 Bike Pafh
--1.1'1. 8' .1' / • ( 3) • 1 lEe,) .. /
'). " \
l' 1"
.. . 02 'Iff. 4.'/ 4-: I
~
~
U LI V2" Asphalf Concrete
Borrow, ryp~ ';4 ,,0
Seeding
8' 12' /2' ~ 3'1~ Varies .1. Vorles .. 13 '1. 4 '.1. 12' .1. 12' .1. 8' .. I
____ Finished Grade Profik Points
.06 '1ft. ,06 VI't:...
6: I 6:1
/ / / -Z" Asphalt Concrde 7 L
- \ \ \ \ Prime COlt / -/
\ \ \ t:D" Crushed Arrn!flafe Bose. Course -
W/'I. 8'
\ Borrow, Type ';4" / L-_______________________ Borrow, Type. "8" /
'" t/nclassif'ed EXCdvarion .
Clearing Limits
Seeding
TYPICAL SECTION "L" 16 r 70 To "0" 3'3 +00
(Plan Sheets 20,21,22,23)
f Varies to I l?i9ltf Turn
~"O/' f I ''0/' f Finished. Grade Profile Points
I rVaries
Clearing Limits
At:comodafe Left lind L8nes and TransitionS'
Seeding
"I. 7' .1. 7'1.1, 8' .1. Vanes .I~ 12' \ .12'IYar ies,I).12'i. /12' .1. Varies .1. 8' ~i 3' I. 15' .1
.3' I. 15" ~ I
® ~:I /
fI OL" f
'" 2"Aspholf
4-: /
~ Varies _I~ Varies
Finished Grade 4.5' Varies Profile Point
,,02/ft ---.02 /ft
Concrete 7 Concrete Median Borrier Detail
"0" 33-t00 TO "0" 34 -t 00
~ "0;
~ <../ r..!.,;ffi::;=:=r::J~=-/ L _.02 'Iff.
v\ \-\ :""-----t
~ Ii),l
-.
I , 7 / ~ r 6:/ f.g) 4:1
1--1 V2" Asphalf Concre te
L----8orro~ Type ':4/1 @
I [ Iz"AsphlJlt Con~refe
Mo(/o/able Curb 8 Gut"j ------'>.
. 1 L 3" Asphalt Concrete
\ Prime Coat+I--------1
~" Crt/shiel \AIf1relate Baf'? Course
----- Borrow, Type 'A" -----------1
\ B \ / .. orrow,TYRe "8" ------------1 \
Varies . I• ., ~ Fin/shed Grade t .. 02 'IN I I~ .o2Ytt
t M~di.an rrans/tip" /)etail
" L " Zr62./5 10 Pt. /I II rOt)
TYPICAL SECTION
~
"L II 2+62./5 EJap. To "L" 1'+ 70 (Plan Sheets 18. /9, 20)
Profile Point
.1/nc/sssified
ill Between Stations "L" 2+ 61.59 and '''L "6+00.00 the existing pavement sholl be removed and wasted. This work shall be paid for under Pay /tem 203(3), Unclassified Excavation. EWO# 25
~:'
® Construct fills/opes as directed by the Engineer. (See general note *1)
@ No seedil11 re'luirecl. @ See Special Provisions 703 - 2.12.
r--
c;l\i ".; :,r.
,.,
"
"
/ /
.-Ip.
--------------r--------/ C Future construction
I • (1.) ~ /
1.0'- ~arie~12'~ //
/ y/ 8'
/ /
.--I. (J) ~I
/ = I :0 2 '/fl. tvaries ~
I..... 1,0'
2' 13'
.03' /ft.
~ ~
~1. ;
~ ..... I r I lYE A R I • H. IT j TOTAL r I NO. I.sHEETS
S TAT E I !'ROJECT DESIGNATlON
Existinll Industrial Area Frontalle Road
.. nu •. ~
rf.
v Finished Grade Profile (])
13' 2'
Roadway Obliteration
4'
.03'/fl._11 I? "® -,$./ I l *
'" Slope varies. Daylight to toe --.....:~_ of existing slope.
6" Crushed Aggregate Base Course
.... ~IALASKAIRS-RRS-M-OOOS(52)1198? ., 1//8
I
2
The profile grade shall be a straight line profile from "IF" 47+77 to "IF" 49+42.41 and shall be based on the existing surface elevations of the existing road at those two points.
Excavation and obliteration of the existing roadway will not be paid for directly, but shall be incidental to other items of work.
BIke palh . ; I " 12'" . 6jJ. 12 Borrow, .,:r:"/ • Og(ft. ~ ~ Borrow, Type A
Type A ® I //2" Asphalt concrete
5' Chain link fence TYPICAL SECTION BIKE PATH DETAIL STATION "0" 37+0() TO 38 + 00
INDUSTRIAL FRONTAGE ROAD II II II II IF 47' + 7'7' to IF 49.of 42.41 (See Plan Sheet 26)
I~ Clearing limits ·1... Clearing limits •
f
I • I • , . . ,
---------~ ---------------- ----------/ / - - - - - - - - - - - - - - ~ - - Future roadway constructIon ' , ,
/ , / ,
/ , / ft"o" "'f"O" " / 0 L '!'.o R ,
•• U) ·1 f/ CD ~I j' , ® -I
~ 2'
, \ 1!1-' ,
/ / -~ ---.;--t-- ~ / ~ ~-~ /-~ ~ --V
. , ' Conc"'e median 4.5' Von", -1- -.- -r-ones , 8 . . -- ,
7 -- ~~ •
. J' 8' 12' I . 12' . Varies Varies 12' 12' B' .3' I . 9' I~' Varies 8' I.. I. 0'
/ Bike Palh I". 1\ ' /.0 I.. ~ . 0271t. ' 'I ~ /:..--1 -1.0' ---l'O' .02/l/. • I Y' '
{.02'/ft. r.:1 \ ~ , ,/ , . .02 Ytl. ~ '\ IT'
I • ~112"~, ~o,~::~#o;~ch ~ \ \ \ I / ~ ~, " / //2 Aspholl conmle /. onff. .. ,II
" ® " 12 Borrow, Type A 2
Water Table
'----Existing gravel pit
\ Borrow, Type A
\ \ 2'" ;:;:,; CO~'''': 1 L------Prtme coat -------'
_ b 6 Crushed aggregate ase course
12- Borrow, Type A---------'
L-------------Borrow, Type B-------------
TYPICAL SECTION "0" 34~00 TO "0" 38+00
(See Plan Sheet 23,24)
I
® Seedinj not reqUired. Placemen-f 0/ silt layer 9n<:/ seE'd//J~ will be accompk~heo' 1./p<M cO/J7~/e/JO/l 0/ /'v/vre (!Q/7sfrvcfIO/1.
@ See S'~ec/a/ #dV/S/O/7S 703-.?1i?
--"'0 .". . . ..-
•
• -,
~ .....
'4IC~
~w
Ci)
o
®
o ®
Construct fill slopes as directed by the Engineer (See general note # J)
Not required from station "L" 48+00 to "L" 571-30. Reference the Ramp (UR" Line) and Bike Path ("Bp"Line)
Typical section for construcflon requirements.
"0" 38+00 TO "L" 50+00 - Finished grade profile on Ii. 1/ 1/ /I II , • . J'
Z. 50+00 TO L 51+15.81-Flntshed grade prattle 4.0 LT 9- RT of f
''i.'' 51 + 15.81 TO /I L" 64 + 26.95- Finished grade profile on "OL" and "0r" f
Shoulder Width = 8' Tram StDtion "0" 38"'00!?f. to '(J"43"'40'!?t. Ind /'rom "0" 38+00 Lt f" "0 "40>'-40 Lt.
Lane width varies to accomodate romp toper from station "0" 38+00 RT TO "L" 43 f-78.57 RT
and from station "0" 38+ 00 LT TO "0" 40+80 LT.
Clearing Limits
Jil
Vanes 93.0' Mtlx.
Seeding ~'
-\
12' 4S' 4,5' 12'
f7:\ . f:i\ .3" Asphil't ~ ~ Concrete
_.02 '/ff.
Varies 4.0' Min. Y /
f "oL"
Con ere te Media" "0"38+00 TO
f
.02'lft. ...
Concrete Median Barrier
"-_-'' Var/es-4.o' Min.
t "OR"
/Jarriel' Det4il
"L" 51+95
1
STAT' 'I."'CT Hlt •• ATt •• I Y , A I .••• IT . ......,. .... ,t
f.TAL
••• IT. _r" '':; ::Wttll-·-L-·-·-1(-i3t-1fS---IIRS-, --M---OOO-~-f52.--I~11-19IJ-7-1-1-"-1 !/81 -- -@ Widfh = 2Z'
Width =- 20' Wielth = 20'
Stlltions "0" 38""00 fo "O"40"~o.
Srltions 'Zl" 4()~80 1'0 (J"43 r 40.t Sfations 'Z"61"'91 fo "LI/6J+60
o See SpeCial Provisions 703-2.12
® ,Place 141/ Asphill/" Concrete /n median instead or 4" Topso// /'rom "L "5Ct:61 to "L ''53 f '50, anti rro177 "L "60""50 1'0 "L" 63""83.
® See section ZtJ3 or The Special Proyisions.
'--- Rubberized Asphalt Concrete PayemenT at Bridqe Crossing-Stat "L "4~"'00 To /lL" 49"'tJO. See The A1odi//ed PayemenT SecT/on /Jefat!.
Clearing Limits
Varies .5' Max.
~w .
.3' 8' ®V8ries ItJ Varies 12' 12.~' V,Iries 15:,,' MIX. V .. rles IS '/I4,V,X. 12.,,' 12' 12' 10' 3
I. o 12' Min.
@ ,
~/t--I'-Seeclin9 ,I I ---l 2' 1-1 .. _-t X 21 j...>-jAccess ContrOl Line
5' chain link ~ :t / rence5 '< lID' chdin link
I ~~ II
-~·I rl I ~r I 1_ 8'
K .OZ/'J"t. j'E'lUiill Elevation o4.02'lft JL.-..
,1/'1," , .-f1 ~
4" SIll-Type material ®(f3orrow, Type 1J)
It '-
4./ ~'L ~~:~1 ____________________ ~ ____________ ~\---\---~--~~11 • m.M!® J ll.
-:Oncrete
Seedihg
----.., 2' f---
Flat Crown ~ .02'/ft ...
/ / '-."J /
Expressway Curb a Gutter ~ - 1.0'
@ (i)
8'
/ 1
Seediny
~ I <
I .
i 1f2
<
A0 I ~Z "Asphalt (
"---BarrON Type 1 c _
- ------------~ ~yl ./ ---
1\ 6' chillin lin,,)
Fence
Fi/7/lShed Grdde
I-., "n" r '- vL or "a " II
f 5'
V"ries
~
ProTile Point \~ \ I/. '?-'--1 i-
Vdrles 0'-2'
+- \
3"Asphillf Concrefe 6" Base COllrse --~
min.
W_JE,,=. "'--
lJJ :. 'i' . \ \
\
.... 1.0'
4" Topsoil
L Concrete Median /3drrier
\ \.Jopered Section of Curb ~ GurTer \ Beyond Concrete Median Barrier
L Borrow, Tljf:Je A
Concrete Median Barrier Trdn.:st'Tion Detail
"0" 36+70 To ·O"43'f"62 And
OIL" 51 +5J5 To "L" 57.;.30
+-
Alote: Section shown is /br "tr36.;.70 TO "0"43+-6Z; SeCTion vieW' is op,Posil'e fbr 'Z 1/ Sir 95 To 'Z" 51'" 3(J
3"Asphalf Concrefe
'-------- Prime Coat
\ 6" Crushed A!1!1reyti'k, &se Course
\ Borrow, Type A (Depth Varies)
Borrow, Type B I
\ Temporary ConcreTe Median Barrier
15'.,,' ISS'
f-.. f "O/( H £"Ol'~
---j 2' I_,H': 12 ' I, 12.0' . .1. 12.0' ~ I 8.0' 4.Q' ,
----II---as 12.5"
Finished Grade-..... Protile Point .02'10 •
Borrow, Type A
------------
Expressway Curb 8 Gutter Temporary ConcreTe Median Barrier '--;-- I ~"Asphalt Conere te 0 (See Barrier Summary)
DU41 Lt:f"r Turn Lime Def,;1
TYPICAL SECT/ON HO H ,38 + 00. 00 TO HL H 64 + 00.00 P.O.T.
(Plan Sheets Z1, l5, Z6,Z'l.t.8,Z')
Finished Grade Profile Point
~
~ II)' '" Normal ~ Shoulder ~ .
I 4" Silt-type maTerial CD (Borrow, Type .5)
Face or Guard Rail os' From Bad of Curb
l::J , I ~ 8.5 Zl 3' <!-
; ~ !:!/ CurblGuffer, Type Mounfable Varies ~ ~. (5ee Jt<ind<irddr<iWinjI-2fJ.01.
Sides/ope 4.0 'min. at elf>ow
30°.t Dhow'
~
MOUNTABLE CURB' GliTTER DETAIL (See Plan Sheets ?~ ?6, ?7, i Z8)
/1/ofe: All work i m,gTer/,g1 /or gutTer CO/ls/rucTion w/II be P31Q
under pay Ifem 609(2) DS Curb ,gnd GUTTer-7jpe STa/ldard
... -.
•
,.
~,
.~ -.::: "'-~ ~ ~=
4:;
.~ ~ ~ ~ ~ ~ \
See.d/nq
C ons/n.lC/ion casement R/W
Clearing Limits
f "8ft Line. Seedi'!.!L
~Access
Seedinf/
Control Line Varies
40'
..... , ..... ITA' ..... '1.' ..... a" •• 1 T E .. R • ••• T ... ,., ... .... , .
IM:!!"~' :: .. •• /Wft. IALA.IC.AIRS-RRS-M-~f521/98'r I I , 118
Vanes
5
Access Control Line ~ I I
"L " Line Clearing Limits
-1 I
\ RIW Varies to Accomoo't1 te. I?i~ht Turn Lane. Seedil?$-
Borou917 Parkin1 Area I 10' I 10' _12'1_ Vories I. 40' • • • Bike ?ath
8' 9' I.,' "I
2'1. 8' .1. 12' .1. 12' .1. 8' ~ I 3' Ir-.. ----'-=---
Finished Gr,s;de Prof'i Ie Poin t -----;
6' chaln.ILtn~ence) 2'~
1 __ 1;' /' !' x
Sio e .02/'ft. " --11'1----
Finished Grade .. Modified .., Profile Point / Pavement
..Jection @
(j) _ ,02 'Iff .o2Vff _
4" .. . 02iffl c .02 Wt .02 f/ft _ I Varies I, I
2~1 . \ " 1....!=,12,-l' --+--1----' \\I";~---+/f---;~-___ -~-~----+:..-.::;Etc:::;====~-+--~~X=-=~=--==--=~;:-~~'\----'---:==== b lr 6~/ 'fl
I~ 4" X ..:;.."----------1"-;'----f------f----+-----.J I. "
R/W
2" Asphdlt Concrete. -
Prime Coat r
6" Crushed Aq9reqate Base Course
gorrow, Type "A" ,
"'---4'( 5ilt-type meder/al ®
Clearing Limits
L----I;Z Asphalt Concrete
( Borrow, Type :4:0 4~: 5llt-type maferial®----1 Borrow, Type "8' 2 Asphillf Concrete
r 4" Topsoil ---------1
Standard Curb And Guffer ---------~
TYPICAL SECTION "L"95.,.60 to "L"IOa-fO,f. Eo.P ano' liaR" 95.,.57 to "8R" /05+5/
( Plan Sheet.s 34, 35; 3')
'----- Prime Coaf
\ 6" Crushed A~9refate Base Course
\ Borrow, Type ':4"
Borrow. Type "8" \ \ l/nc/as.sified excavation \
Clearing Limits
Fabric Width (Varies) @ Fabric Width (Varies) ®
'-' -Access Confrol Line f R/W
Varies Vanes
I--z--.--- Access Confrol Line
Seedinq ~ Seed/nil) Seedinq
Bike Path 6' _II'/-. 8' .I/,~ l' 4- ~ 13' 1 . 8/
~ I I 4 •
\Q ... OZ,/(! I 1 I 4"
TJf--J.~ __ ~¢:1 40:1-::'"----''--__
L-_ 1'l'2" Asphalt COl7cre fe
I Eorrow, Type "A "0 ----- Borrow; Type 13"
( 4"5/lt-type mafer/al(J) ,
Finished Grade Profile Point }
?orfable Curb
j@ries
(5ee .5ummary Sheet /z) 7 o to 12' I 12'/ IZ' lAmes 0 fo 12'
Modified / Pavement
1.5'--1 I-- Section (J)
_ .021Jrf
8' 3' 161
, I I
----- 4-'( .5llf- type maler/ol@)
-~---L2 LLL-----r!
\ Prime Coat
\ 6" Crushed Aqgreqtite Base Course
B 7i "A" \ orrow, ype ".,
\ Borrow, Type "B"
\ Geotextlle Fabric @ \ {/nc/assif/ed Excav;:jf/on I
TYPICAL SECTION
1/ :;:;;::;:;>
. "0, "O~ 0 3.26 , To "L" 95 ~ 60 (Plan Slleef.s JC3,30,3~3z..,33; 34) . ~
",4" O~OO to :tV' 17~Z5 (Roadwa/ Pr/S/T7 Onlf) (Plan Shee.rs 30, 3fJ, 40, 41)
(})
® ® @
NOTES
Construct {'III slopes as directed by the EngIneer. (See Gentwl #Qln III)
Construct lill slopes at 2:1.
Seed fo toe of fill slopes,
The Bike Path typical does not apply 11 11
to the A alIgnment.
® See the Geotextile Summary.
® See .5echons 410 and 1// of the Spe.cial Provisions and the ModiFied P,s;vemenf ,section Detail.
o See .5ections 408 and 409 of the 5pecii/1 f'ro~'ision5 <lnd the MOdified ?i/I'ement SectionlJefail.
@ See Section 7tJ3-2.12 offhe 5peciiil Provisions.
® See Section 203 or the Sp«141 Provisions.
..
..
...
"
R/W Seedin
Bike Path
Clearing Limits
Lel't Pivot Poinl-----,
Seedin,
Clearing Limits
\ Finished Grade Prof/Ie Poinf See. din
------1,,/,1. 8' .1. 1 22' I .1 • .' 8' .. I. 12' .12'!-L Z' .1'1 /6 ' I 3'
10'
4 "SIIf-fJpe \ material (Borrow, Type B. See sec/Ion 203ol'Specl,p1 ProYlsions,)
5ee deftyil below For Access Pad
• oil! 1.1'
f' 6' Chain Link Fence
. ()Z/'/i-.. 1 I
4" -- ,)-,
4:1.
I ~II ~i:: .4sphalt ConCl-e te
( Borrow, Type itA ,,(~)
, _ .02Yrt
4:1 ®
2"Asphalt Concrete
\ Prime Coat ~" Crushed ACJ!lre'late
4"
liIlcH5si//ed Ett:ilY~ion
® Construct fill slopes as directed by the Engineer (See gener81 note # / )
Base Course
.....,..IIIAIa-- ., ••.•. tp ..... s, ...... ATlO. I Y I A I
• '1 .: if9 ",. ry
Clearing Limits
_I "T!' .... AL A SIC A)IPS:-RRS-M-OOOSf52J Il'~7
clearing Limits
Exist/nq Road
f I 14 ' I 14' I 6' 2'1- • • ~12'.: ... ,
-.()21// I -. 02 '//';I I .c /1... 1_ ' __ < ___ -\_~---:\ J '"
2" A sphalt Concrete
L...._ Prime:' Coat
--
'----- t;." Crushc:'d Aggregdte
\ Borrow, Type A &se Course
/.
f
•• tl' -6
".TA L. , •• ITa
/L8
£WO*37 '----- Borrow, Type ';4" Note: See del-ail on sheet 43 t/nclassified 6(cn,;dion '\
(j)S/ope vCJr;'es J cdf'ch TO roe:' of' ex.isting Pill slop~. .:; C.0I751f.t4im ~ I \ Borrow, Type "8" -{()y d,.tclt"n~ and obliferat/(Jn yefu/y~",en-ts.
Earth /1over.5 Access Pod .DeTail
£a.seme/ff yR&ht 01 W''Y \ 4" 5ill-l)"pe mal'erial(.5ee Secllon203 a/Special PrOYISlons)
'R "5'/'" 00 r ti> ''R 58+50
AI( exCCM:lui:m requ/N!d will nat be -poid ;;ordfrcc1!t, but will be consJdered inc/dental to rhy.I'ien? .zo::;(Sl1), J30rroW type. A,
'.
Clearing Limits
Seedin
I .. 10' .. 1 2 '
4"
J:/
I-I' "4"S,n~~1
.13ike. :fYh
-~. TYPICAL /.5'LJvro"{ryf't! A
-.Z30rr0vo{ 7?e A
SECTION "If" 48 .,. 85 To "/i'''.0 -1-00
(Plan Sheets 27, 28,37,38)
(RAMP)
12'
Flni.shed Grdde ProFile Point
"AD "and "F" Lines 12' .. 12'1-14_
Clearing Limits
Varies
Set?dinq
4~
Clearing Limits
"BP" Bike Path /4' ,
Seedirg
3' 8' 3 1
2' 2',
I HBpHLine~ 1 5' Chain Link fence ----b: l-h-0 ' Chain Link Fence
I ~.02Vft I ., 1
• ~ I I I ~ -4 "
.03/rl .~
~ . . 03@. 4"
Finished Grade ProFile Point
®
Z" Asphalt Concrete r':40"Line only. "F"Line nofpoved) 6" Crushed A99re9ote Base Course
'----8orrow, Type ';4" (See verlical prof}'/e sheet /'or depth)
L-----Borrow, Type "8"
, 4" Slit- t)"pe malerial (Borrow, Type 8. See secTion cO-'J Special Provisions)
, LlnclatJ5iheq Excavation TYPICAL SECTIONS
L-( '12" Asphtllt Concrete
'---- Borrow, Type 'A"
'-----Borrow, Type "B"
® Cons/ruC'1 /;11 slopes uS dtredeo' .6>, IAe En5'/l7t"'; (Sn generu/ nolf? # 1 )
"AO" 1"37 to "AD" 61-00 (Plan Sheet 37) ® "BP" 48t-00 to "BP" 5z,. 35 (Plan Sheet 37)
See the Aurora Drive DetaIl for pavement and curb requiremen ts.
'I" 15t-5/ to "F"19t-16(Plan Sheets 19,20) @ See Special Provision 703-2.12 .
TYPICAL SECTION UN" -" N," Nom~ Drive - Phi/IiI'S rield Rd.
"N" 44 -I- t)t) 10 ")I" 5/ ,.SO (Plan Shee ts 42, 43)
I , , . f 1/ . 2' 45' ,
1.4.5 I~I" Vanes ,I. vanes .1 -I,' ~I~ -I ........
..... <=======[ .... _.1 I ..... y- " ..... / ~
-:XiSling Curb /.0'--1 I--a Gutter
Borrow, Type A /I
11/2 Asphalt Concret, /'
Standard Curb and Gutter
( 2/1 Asphalt Concrete
/ Prime Coat
I " 6 Crushed Aggregate Base Course
I 24" Barrow, Type A
'AD'IAURORA DRIVE CURB DETAIL (Plan Sheet 37)
t. •
~~ - ~ -~ ~ -----~----~ ---- ~- ..... ----If , . r- '.'IT TOTAL ~...... ITATI ,aO.ICT .' .... ATIO. Ylaa _ .. 1IT1
I L ~J:I!1t. ALASK. RS-RRS-M-OOOS(52) 19117 . 7 118 __ Y J 1iIR, '(1 .'
f .
Normal Curb ----...... Slope _ = " ·1 MOJ(. r-,," 12.
--, 6 r-- ..
L ! I' 6" I
GENERAL NOTES
f~24'~ SECTION A-A
/ //
~//t) J GO Fill slopes not specifically indicated on the plans shall be constructed
as directed by the Engineer. In general, the slopes shall be deSignated by the Engineer in accordance with the DOT/PF computer generated Design earthwork printout. This printout is not part of the contract document~ and is for information only.
,
~ ----------o ~
, , ,
Of @"'V Tronsition ?dewolk Sidewalk 1 C 10' _"I ~? I'" 10 ____ ________ ~
~/ •. "'_ / -------- ®* --/1-0 I A !'\ ~® \,y@ X_ / R I I t , ~ ~~ ®
e L2,-L-W~2J @ <0 @
Curb 8 Gutter
*R= Offset Distance from Back of Curb to Edge of Sidewalk
CURB RAMP DETAIL
Io@
(J)
®
(j)
12.' 1 slope maximum.
Width (W) of curb ramp varies. See plan sheet.
Radius (R) = offset distance from back of curb to edge of sidewalk.
@ Curb transition length.
($) See curb ramp summary for ramp locations.
1.
2.
\ PT.#I .. j. I ..
I"
! t
"-- Standard and/or Expressway Curb and Gutter
All control elevations and dimensions listed in the plans are referenced to point #1 on curb and gutter.
Construct curb and gutter as shown in areas where the road is sloped to drain away from curb.
CURB 8 GUTTER DETAIL
~e%~~~~~~~~~~~~~';!.;:Y~~~Il4 )
(J),'A/''J" ~'JIP~ skiff., b~ tiTe.('~l'?J~J'i.{ e.x...c~t~hBr:e'yJJtt(!~oUJ..e~l~ fXl tf:l..e Plar~ The striping shown on the plans is schematic only. Stripe in accordance with the standard drawings or as directed by the Engineer.
@ Sidewalks and bikepaths will not be paid for separately. The work and materials required to construct the sidewalks and bikepaths will be paid for under the respective pay items involved.
@ The City of Fairbanks standard drawings ItD-I"Z,ltD-4, SS-l, and SS-2, are included in these plans as part of this contract.
~ Borrow. Type B will be paid for as Borrow. Type A for material taken from sources other than excavation. Double payment for either Borrow. Type A or B will not be allowed.
o For estimate purposes, 2(},000 cubic yards of the excavation was assumed wast~ with a 10 percent shrinkage assumed for the remaining useable material.
@D The work required to construct approaches will not be paid for separately but shall be incidental to the respective mederial pay it'el7/5 invo/yed.
I .' I ® There is an exi.sfin~ bikepi/IIJ pi/ralleli/?,1 fhe e,n:sf'ti19 Phil/ips - Field Rood (Nome Dr. to FlorcraFt. lind which intersects Nome Dr. at i/pproximately
EXisting Railroad Placed Borrow VAniShed Grode
R/W R/W I
20' -<;:
~nQV7~~~~~ f , f
l rl2 1,/2' Existing--.... _Eristlng Railroad Railroad Tracks Unclassified Excavation Tracks ~ Slope =/~"I (j) Slope=I.5"1
Original Ground-------Elevation Varies Between Elev. 415' to 437'
RAILROAD STOCKPILEO, BORROW MATERIAL
OETAIL 'V" 39+50 to "0" 42+50
NOTE" See Section 203 of the Special Provisions
(j) Intent is to excavate useable material down to the water table surface in this area.
ITEM NO.
203 (5B)
13-a. A BLM monument. SW Corner Alphons Zehnder Homestead. is located at approximately "L" 61+86. 52' rt. A record of this monu-ment shall be filed in accordance with Alaska Statute 34.65 before the monument is disturbed or destroyed. and the monument shall be referenced for restoration at its original location. The restored monument shall be cased and recorded. Payment for this work shall be made at Contract unic prices.
TABLE OF ESTIMATING FACTORS
ITEM FACTOR
Borrow. Type A {; B 2.0 tons/cu. yd.
stll. "N" 21+00 P.o.!. - lef'f. Obliterafe 17 OOff. t of bikepsth dS d/reefed b)' fhe Engineer, be,jillni,,-, at 'iY* 2/+ 00 Po O. T. - leFt Shoulder, and ent:!/n,Y af "L" 47+50 - 20' Lt. li'em"ve I'he 6 In'/(epat'll r.,ilro8t:l cross/n.1s. Ife".,,, tie .,11 bil<epti1r"1t related slgn,'n,g ah1n:f fAe J,,·Ke,PJ-M. 7},ls ('uork ~i// nof J>e pa/t/ Tor . cI,"rect/.JI 6v'f' $/14111 #e incidental to "fAer ifems "f w(Jrk.
@) The ex/,ressway type cvrh and Jvffer wi/I.be paid Tor as standard' type ct/rh and !ll/ffer.
@ The aspha/f concrete shall be Type 1I. Tile asphalt cemenT shall be AC-2.S" a.nd it shall not be paid for se,f#4r(l.tely but sha.ll be incidentlll to other items of work.
@ 8eddinq Materiql .5h.a11 be Borrow, Type A. "'-:: =~8 07'#£1'(
~----4----------------+-------------------~.H~.~~~d~f~~ ~MV~~~gp~er~$W~mM~U~ 301 (1) Crushed Aggregate Base Course J. 96 tons/cu. yd. wifhin the project R.O. W. limits. However, any existing property (!Orner
401 (1)
403(1)
409(1)
41/(1)
4f/(J)
408{/)
408(2)
410(1)
Asphalt Concrete
Asphalt Cement AC-2.5
Prime Coat
Tack Coet
Rubberized Asphalt Co/?crele
Asphalf'-Rvbher f'o,- SA M
AJJreJare Overcoar Tor SA M
Asphalt - Ruhber ConcreTe
Rt/bberized AsphaIT-Rvbj,er ConcreTe
Asphalt - Latex Concre f-e
113 #/sq. yd. -in. ·=0.0565 tons/sq. yd. -in.
6.3" td ':/"y iI"re,_ fe 7.5% tiT dry iI!n,.e!Js fe
MC-30= 0.20 gal./sq,yd.
IHi!ht 0-1 401 (!) or -110;) "ht 4' 409(I)orA~,./.1
CSS-l= 0.40 gal./sq,vd. (application rate)
C5S-1 = 0.20 gal/stlY'd. (applicafion rafe)
113 #/,s(lYcl. -in. =a0565 t"ns/s'l.yd -in.
0.60 :/al./ Sf yd.
37 .... /sf·yd.
/13""/sr yd.-in. =o.()5bS TonS/SIt yd-in.
113"'/s( yd.-in. =tUJ5"5 Tons / St. yd-/n.
113/st. rd.-in =(7.0.5"5 rono5'/s,/. ytf-in.
@
@
mont/menfs f-haf 4're encounTered within the projec-t R.O.\.1/. by the conf-rO'ctor, shall be replqced by installinj new property comers ilf-+he bounQ,;rry wllere ii?e tf.aw. infersecf.s property lines. The m()numenf~ shall be consf-r(lci'ed wiTh st-Jlnd,fjrd .. Iuminum Caps Tor praperfy corners. This wor/< will f7()t I>e ~id -for 5epilriTfely buf sfuill be considered incidenf.,1 to item 611(5).
All references 10 .5eleclgravel /'rom SlieetJ 62-75 shfill be undersfootl fo be f3orrow~ Type A.
The work ~nd maferitll for p~y item 6'6(1) Geofextile slt.11 meel flie retJuiremenfs far ~oil sepilr.fion in dccord.nee willt Sedion 6!J8 01' file SpecI81 Provisions.
@ (f?el'erence nafe '# 9 of Sheet II Z6) Fill fhe shilded drea wtfh fJorroN, 1)tpe A maier/til 10 an eleYiltion 01' 4'" f .nd slope thiS ared fo drain fow«rd fhe panel on flie ei15t dS directed by fhe En9ineer. The fI/led ared .shall De ,oropery compacted Dy roulin9 conslrlJc/ion efluipn?enf uniformly OV(lr eiJcn Iii? (1'//1'1) 10 Ihe Siifisl4cfion of fhe Engineer. The side .slope 01' fillS Itll sh,,11 lJe j~: I. The oQul?o'liry sill/I De
@ esfeolished by fhe Engineer. A/I the ThY;e Be.,,,, rails for bdd':;e appr~C'J,es .$11,,11 be 'fri!Jn.sif-i~ned -to sft!Jl1d'drd W-8eilm rail insldllah"'n iff accD"d'",,,ce w/tll cleft!J;1 on slteet /148. ~ .,,Jd,·f;,,ntfl/ pa'llYlpnt will be m .. de f6t'" rltr/e Be""", -the TII)"ie Be>8m sedion.s sh&lll be pFJid' as flJe stant/lml tA/-Be4lm ('/neler pa!! '-fem 6tJ6 (I) •
• ..
•
..
..
-
r,
%'
2~
%
!3e9/n Borr/er Transifion
, , 1-~1 i i
6"
, w, /?'
Infermediate
Wire rope loop (see detail)
L
Plan
z~ -5 Bars
~- %" Chamfer
-I
STAll: PROJECT OIESIGNA TiON I Y IE A R
ASaaT . ....,....... ALASKAIRS-RRS-M-OOOS(52)11981
ta, ... yqv _, JHlf2
" A
I I " . £ P;n ilmf'e~ I J~" 6" ~ ~ 1_ -= -=- _ _ l r- R 1£ N fll'-
I-lOX. ~ I --~~~ T I , -1--' -:Y' I ; Wire Rope Loops -I \ 'I P
/-8" I.r ~ .~ ---- I 7~ ----'-__ : I ' --==1 1 ---t
/- #5 Bar
y.; Cham fer 3{tYA 2" r6f 9l ••
• • , - ,
~.I ~2-"S ."-- ~ - .e. I _ vilrS
'~ ======-= ---
ftJ "drat't
" I ( I \
1/ :3 -----J I" 4" " ~ p' ~'l-" I L ~ I ~ I 3'-4" • ~. 3'-4" 6, I
/'-/0" I (2: 3 ''@ Opposlfe End)
I OprkJ!7al drain hole loci1/ions ;.0'-0" - / J.'?'-6" 177//7. c ma%.
b A I nfermediafe
8 f2 "(7 "@J Oppos!le End)
Elevation
---------- Reflector assembly
3" typ-
ftJ" Orart -typ_
Note: 70 {a(;jlif ate pin removal, flJreqci lJe)( nl/I cd -mp of pin hqlf way ont-o rile pin f tHeir weld; or proVide a co(/plillg /Iut-Tightened
.wfficienfly iv prevent /ooseninj'. 1711 nvT wtfh grFflse fl:J e)(c/vde ice or other cOIlfaminanls-.
Do nOT weld nut on bdrom of Fin, to allt)w for f'vt-ure reI7JOV-<!f!.
/lex Nul - Tack weld to pin - see nole
EWD +s
7~ I .'. , • /~7"
C ,~. ,/O"R L • ___ ._. 10
.' ---' j • ' 4 • ," --. " l· L L T ,,' -- ,.'. 3" ZJ1tij I
/~O "
2 '-()"
2'-8"
Secfion A-A
2'-0"
#5 Bar
Pin h" Dia, wire rope
SHEET I TOTAl
NO. S"EITI
8 Jla
,--- / - tI 5 Bar 14 v If), .3"0.0 dh,FlafJ1/q$IJer
INdia, )( c~1 >/17
/~ frr,;, I ' s~~ r
I " ZYz 1.0 Bend~ (wire rope)
Wire seiz/179 or e'lLliV'alent f'astenil7f
T -
Note: Attach ref'lecfors at 50' Intervals. lise Stimson/te 960 barrier delineator or e'luivalenl. When there is two way tra/'/ic on the same barrier Side J mount white units on that side bock to back. Reflecfors shall also be Installed on the concrele brid'le railiml,
- f/z nole and 14 Old, J( !}-u -P. :I~ .,",". ../ ", 'M
.~ :..- :: drift pin with hex nut i washer. End Section Vie w Drift pin Similar to connectin9 pin.
Transition back of ~ ~ 5'------1 COllude bridge raiI/llj iii ~ I fo mafch COllude
_ median barrier cross sect/oil
9" -------- l~N ~~ Concrete 8ackface ~ &: Median • COl1l1ecfiflj Pin • ff"
Barrier - --91'- - - - ---- - - 9"
t ~
Bridge Trafflc side
Beqin or end of bricige -1
Concrete Bndye Railin<j
(Concrete, shollider burrier)
I.
Z,
3.
4-
5
6.
7
g,
Wire Rope
Connechn9_P,~in~ __ _
C,eneral NDles
Precast concrere shal/ be Class A.
Vert/cal aXIs or concrete barrler shall be normal to roadway surrace.
Sli9ht dimension changes may be made as approved by the Engineer.
C asr-in-pllrce barrier shall nol be ai/owed.
See the barrier - fence derail on Sheef ..9.
All et-pa5ec/ hardware 0/' the C'.o.ncrek median barriers ahal/ be ,galvanized in aeeoraance lA/i/h M5/1rO /"1-232.,
77713 COI7necfl':g#ns, .heK nu~ one/ wosher.s 0/ ffie canc~ .!?"18:Ihn barriers .517127/ ~.".m ~ ASTM A-~%. 7i'7e art';""- p;.ns 0/ ~e CLJflcr&ie. metPivl barriers t5hall (!on/arm ~ AST/'? A-36 5J/!e/. -;he. .:7ptUle Oertueen aV'acenf 6::Wc~ mea',a/1 £>arr>/luJ" sha/I be. ,~ q •
-:;t. . /J1tU//77um.
Loop De/a;!
EWO",/-S
Bridge COflcrefe Shou/tler 8arrier Railin9. fo Concrefe Median Barrier- Connecfion Detail Concrete Median Barrier Detail
• •
~
...
~"
NeW' &d CtII1strl/ction
.~" {'tfflfer Line j
I.. I.e' -III.
r/Hil/fy Pole
lOf of RId Elev. 434 e!!
~ Borrow.- ---~ , // Type k (.. 12.' __________ /_ _ 'l //// ---- -------- ---- -\--------~-=-------
,./ .. ~-// ~ ---- W'dtcr a6/e
Exisfin,f Grovnd Line 7 "GV· PIJWE~ LINE EMBANKM£NTD£TAIL
I.. V ... rit's "I
1/1'1//ly Po Ie -----------
t'if'8mp Slope TOp of Pat( , £lev. 4S. 2R ,v,," L/ . -------;77
..--PorrowA ..
--------- -fl: /
Exisfin, G,..,~v",:1 tine
..#W RoiJd C""s';'rvcfion
"L" LEFT POWER LINE eMBANKMENT OETAIL
I/tilily PtJle ""
. .-/l Liqe EIIIAlnkll'Jer/t
~ f fo S",,,,.k
PDWey Line Emb8nkmen+ P.d "L" 5J~50 To 54"1/? LeTf
See D£TiUL
',L"LIAtE LIFT PAl) Pi.AN VIEW DETAIL
iiiiiiiiiI
Filbr/c ~ Section
~II
~ I
I
I
I ~
I
I
~ .... ~ • "1-'" ,
.....
~ ~ ~ ,"'-"1-
'" "-
z' x .,. H ""hite.
2' x 4-' yellow
NoTES:
I. Yellow to //e wit-hi n the Fabric Section. Whit-e -fo I/e ovt
~ I Z ShOll/dey bars slloll be pl8ced as close to the edJe of paven?enf iilS ?ossible..
3. Sfrlj>e. the ?8veme.nf i" accordance with this defail at all location 5
where. Jeo/exflle is installed, fo indicate limits of ':leotexhle j>lacement.
4. Geofexti/e limits pavement marl<injs shall be painfed slripin9' See General Note #2, on sheef no. 1.
GEOTEXTIL£ LIMITS PAVEMENT MARKING DETAIL
H
"cv Power Line E",biVIk",en f Pari "cv" 54~'1 Ti 60 "00 ljpfGJI
..see DETAIL
/ /
/
tin:} Gr"vnd Lil1e- ~
/ /
/
"GV" PAO flAN VIEW /)ETAIL
{lii/ify l7/e~
12'
Et&e "., RTd 7_,J;'"-1+~ b,2' Note: The pt>wer poles and rel6fed hardw4re shall be insltliled 1M uufiwr by GVEA, The c"l?tr6cfor shall constr(lct tile reql//red . "cv" Su'I.()(J
r--IZ'
1° I'"
power nne emDanKmenr;s sllown on 1'lIe plans anti n, acc"mtuiafe file power poll'S anti re/81t'eillartlware, dS s181red'DY GVEA. rile conlracfor shall coordlnale his worK willi GYEA to t?ccoml'lisli fhe power line reloc8fion constrllc/ion J'q lI1e be618eiY6nla~e or the sftlfe.
.s:f-T-W"
"GV'LIne 20'
E"rufN 6'Aop<!' iNs et&e h ~/sfi'!j' ~fP1d'@IJ,t: I
~ .3.-,.' "I ?(}WER LINE EMBANKMENT PAD COIVSTRIJCTION /JETAIL
STATE AS-MaT ..... • PROJECT DESIGNATION lYE A R
IHIET NO •
TOTAL
IMEITa
(BARRIER CONNECT/ON AND' -'1". ..' WZf!LASKAIRS-RRS-M,.OOOSfS2) 1 1987 1 9,4 1//8 I CHAIN LINK FENCE MOVNTI NG)
8arbed selvqge on rop
Nof fo Scale
';rrfer
Ch.in Link rence on 8ike ~aih SIde of pOST
PLAN VIEW /12" lIne or pC/II ,Post mstal/ed fo connect barrier sec hons and sVf'?ort chain link renee.
Brace rdl/S iiilf7d -STretcher ba.~r.~s ________ _ on,y at ?vll posf locations
wP~~~
A.sphalt p~vernenr
, All fosfs shall have caps . See standard drawin9 F - 01. 01
The posts and pins rerC//red fo connect fhe. barrier sections shall be incidental to item 640 (/).
PROFILE
Tension WI
,;-,/"", rod __ "
hi?1n Linl< renee W0
Concrefe Med/i1n Barrier
IJ:Z P (1.9' Q'D.)'" x {3' line or pvll post drIVen afprorimcrfely Zl into original groC/nd. This may rert vi re pre-dril/i/79 p~vemen*
'* / Ji H 'pljJe post shill! we'jh ,2.72/6'/ lin. f'f. mm.
VIEW
Not 1-0 .sc ale ---+enre end pas 1-
ralls Lin k te,:;~
Tension ~Trllssrod ~I
Cham renee d 7i'ansiflon . J f~
Sf .. nd"~r " ""rrlrr I~~./I s~ stamidrd d:;W~:."/~d bam . s«+ion. Drr of Dan s , srcll~ nwn
o The additional heighf of rahric iJt fransiflon .shall be incidental fo f'enee ?ay irem.
Kntlckle bb Nom selvt!J,fe in transition and r<!lsft!17
fo trllss rot! wifh ClfProved fies. 6" To Z4"
TRANSIT/ONAL ,PROFILE VIEW
COMI!JINA T/ON CflALN: LlNKFEIVCE AND! CONCRETE BAR/(/;£R I)ETAIL
t>-~ ~ •
~
';ttl
~£'(Id 7<
~(' I.; ~
t,ll c: ~14) ~
~~ E11ij~ ~~
~~i!:. !§ "'''to :i! 1.-;. , '" '1::, !;)
lii
~
'\ ,:!j ~ ~ \Ji S I--: '\j~ \\:.\1..: ~~ ViI,)
~~ to-..tt, '~I~ ~. . ~
81?(fJGE .,4j)jJ,fOAC'1I fJ!?4111 /JETAIL -C'~C'....,
""--c;;, ~--. '% ...... ~ ~ O/I) 13ARRIE'R
CON5rRUCTEXJ P/!R SHe'ET n, PIP~ 1f'AIL PETAIL
.........
~ 't--.._ ... ~ <Pc>
cS2 ~~ <;::-~ .r:< "" .......
I
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t of ~o--<"'c>-:: Slo~ ef ~~ al ,sliP
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__________ ..lM£K-<2.E. CURB
RL· Lf.7--63,68"'SO.!ii?' Y. ?.c: 01" 1'f~S4>il'i'/$l'j'
't:Oo 47,-SZt70.., #9. (X)'£-t: ....... "L·47~!J9.ZIV> I EN17 GI.I1''f'pr $ecr/tJAi
,5'0.$'0' .t.r ;tJeGlN i'fOVN'TAlN-e c .. G t Po C. 0'" l'1EoWAII/
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@ Por/li)lJd CemMI Co.oc/"ele (!) ./1.1,0,,&1/ COlJc'I'ele @ Jee SliMO"al"c! !}l"cilY//lf £) -2~. tJt?
/01 udq't/IOIJa/ de;"?I/J'. @ 1/-ci/l./ilit717 Cdl".b 10 mulct? COlJcl"f!'/e
Shu/del g&ldel" ul E/lq' 0/ &I(/Y'f'.
~ >. ;'1'--
lief f Gil" I
£(ld 0 8.5 tfs(ou1der
fJortflOI
<'"'0:: :9~
0 .........
~ ;'<-e'>
-':?! ~?.......:
AURORA OVl!RPA5S
'i." 47-- 96.:39 "'~0.50Lr END MeDIAN 1!.oIt7i'/?leR
'Z" 47" 96.39" 51.00' L-i" £NO GORE:PvHt:
-- -- - -- ~fiOw..L.INE , e=e' OF Jo/IVEl'feAiT- --
Glfou'f' TRAN51rlONro A:5${/R£ PRllltVAGe ALONG I"LCJW'-UNt:'
R.16::J.70 , HEPIAN :BAR~/ER
(l \,. \,. \,. \.
, '
TI\\ \-LLLL..L'-U L.l,
5t!Cr1dl. M, c.>
, /.5' G~·
...... 0<S .. I$- .
<$-6 1:e.7" 1'\:. ,
L" 1/7~.5Z.00-49.00 £&
~ ~
CvR8 rR"IA/Slr/oAi ArrK'l'f ~ 'B'Pf'R/£7f 7'Ulc.e1'f£NT'
G'~ , ~.
EN&! ~ SEcr/oN BeGIN MO~ c. .. ",
- P§TA/L -1110 SCAL~----
~
"L N #7.-16.#,3 • (pO
EALl/ 81'1'1PG£' 'Z H'f8+o::J. 90
(87. 47') It L II
I'ZAN' VIEw (SCAL-E: I" :/0 ) .....
.~
~
!VOTE. t5qC/(/i1/ mt?/e/'l~1 sng// ,6" cO/ll/,vclec! 10 95% 01'1 dt'I7Ji(y l/l 0'// /i/I.J .
STATE .... OJECT DESIGNATION I Y I A ..
ALAS K AIRS-RRS-M-0005 (52) /987
• ~T""" ..... n""''''' ,_
.HII&1
NO.
9&
rOTAL
'HilTS
119
Wal'lJil7.1 /lq91i/lj /2" 6e/ow !/J;1J'4.9I"<?de.
~[)P£ * CO;Vf)(JIT IJ£MIL AS-IIaT flLAIII
..maU.: .~? n .:. I~YfJ EXlj/ilJ,9 G'l"qde
I /
}(¢tYY/O/J ,ov//rope
I
I
6# ,)..: :1.-./ I r II/JP£
2" ..,4.1,0/"'/1-1-.
Ex/sllfig Grade
6 "C/i/S/;eol -4g,fN!?8Ie fJ6'J't' -COt/Ne
.~ ~ , ~
/
" w,. ,
cf{/I"~ce
HI
Wal'/7l/l9 /'/i199/1J9 /2" .6e/0Je/ !//;lj;5 9rade , I
18 H 801l'01l' T; ~ ':.II "
I '«t'l/r//////////r//4/ , 'Y,o
4~1V'y/on Pt////'ope
/YoiE"
88C',fTi// ma/{'I"I""I JiM// /;e com,Paded /0 %% 01'1 o'ellStI.Y 1110" Ilfls.
T;?£#tw fJEUILu TfI,ftJ cJOIL ,rO~#[)jJE -I'Wf)PE
I"
.(i~1 iYalel"ilj/;/
Cap ~ Hi I Siand-oii 2' 8"C1" ~ ;:. Min
'--.~
~c:.", ~~~~~~"'~1!:,~"'!o:'1:l~~.~ ... I ~
~ ~
~
Exi,J/;n,9 Pole
Exis/;n9 GroulJd
I· /8" ·1 T/f£NC..J./ IJET,4/L 7#/((/ ..4SP.II4LT FO!? -!lOPE
Exi.!/i!)), U/ilt!y,oole or Tl"Nled -IA'~ JI/aC'f'o' flJis jJlojecl -¢// &.6oye 91"0(/!)d /eyet ell .6e/ow, 10 //l&I,f ('1Jq' 0/ cOI7dU11
II L Exl"lilJ,9 Gl"o{/nr/
"'?';~Z;>;7:-;;1<::>::~~!I':/,-:}~;,,).,)-t:+: - - ~ #' L..J
/lOPE 10 GRC Flange Connector ~ # D~ ~
Bo/lom .r #0,0£ ............... Walf'rlifAI C.9p
4"/1 /) P E ---z...-"i\
Sitl/Jd- 01/ i5rdc,fd J'd.Y/I.6e II/u tfo,d/o "f)lilmtMo' i5Qc,f II 01" e9w /
0/ lI"enc/;
ST08 OtiT LJET.,4IL
_/(lvE/( f)EMIL ..4T /JOffE/( ,tJ(}L£
+If}P£ CO;Yf)(//T SUMM4R!
J'TA1IOIV - STATIOIV TYPE
TJ/ Ca.6le Conr/(/II
"L/ 123 f 16, 66'!?1 - "L/129 fO", (Co//e;e ,fa' J'18/iolJi!)9)
.57'!?!.
1J/Cc9.6k COI7d(/;/
211p1 36',f1 - 'A/J II It? f 00) /:..4i) h .5" 32,
'Ai) /I .5 f .32, 36',f/ - ''AI)'' 1 f 01 ) TelejJ"o/lt>
['o/ldvil II ILl
/. ./1// Cd/.]' 1,'1 exiJ'li,'19 CMcNfe 01" &J'p/Ja// s.A.l// .6e J'<Jlllcvl.
L
1590'
, 5,23
I
262
I?EMAJ(I(S
8e9iIJ ci/Jd £,'10" CO/JO"t/118/ ,/Jo/e J'll"vc/t/reJ'
8t>f10 COI)Qdl1 1'1'1/'" J'/d-O(l1 C,'1t/ CO/Jdvil 81 Jlo/e J'lr(/c/we
8e911J COI)O"vl1 fl////J J'1v.6 -0(// £/)0" CO/Jo't/II tl/ Jlaoi- J'I/(/c/t//'e
2. The cIJ.9//le(,1" mt/J'/ .6e ,'1o///;ed 24 AOd/J'm "?dl/<7,'1ce 0/ tilJ'y ex~/ol'<7I01"'y t'xcal/al;'olJ l'e9v/l'e<i' /0 /oca/e eX/J/;/;~ (/Ii Ii lies.
2 The w<)rk .rnd maleriil/ /'or file consTrue/ion 0/ fhe cono'l.Iit riser shilll not be paid ror sepilrillely bul shall be incidental fo pay item 662(1).
Note : /If) PE '" 1I'9h f)ensity Polyethylene Pipe ~RC = Galv;nized Rigid Contluif
i
I
, .. ..
..
..
~
~ ......
~"
'n"""'-
.. N
L, 10""60.00 l?o.T.-Rtjht
,
-.-. ...... II ,,~
1IImou. ';f 9 K j
q 26-1-00,00 pac. ~ RiJht End Stress Absorbing Memhrane (%" -thick SAN)
and /78" AsphaH-Lafex Concrete P8Vtf",tmf" BeJ/n ZN As,Ph81f-Latex Cancref"e P8vemen1-
STATE PROJECT DESIGNATION lYE A " 1M'" ,-TIIUL NO. IMIETI
ALASKAIRS-RRS-M-OOOS'(52)1/981 I /0 118
r---il End Z".4s,Phalf-Rvbber Concrete P8vemen+ tJe91'n Sfress ADsorj,t'n,9 Memj,rane ( ~8N rlllck SAM)
and I~ N AsphaJ-f-Rl/bber Concre te Pavel'Ylen-t
"02" 107rl/.25 P.O.C. -- R/911f
E Asphillf Concrete Pt!lvement
t1
End 2" Rubberized A.5phil/f -Rubber Concrere Pave.menr
spha/t Concrete Pavement
.-----% P /AiCK SAAI (li'pe.4 Sud',cing )}---,
Asphalf Concrete
c Asphalt Rubber Concrete Pavemenf / ~ (79pe A oJurkcing)
"0, " C;';·60.00 P.0.c. ~ Ri9ht C I End Asphillf Concrete Pevemenr
8e.1in ,2" As;malt-Rvbber Concrere Pavement"
"L/' /4" 050.00 po.T. - Ehol';? H AJ,,",p// COm:'rele PtilVemMI, L erl ,,/0', or ro,Q'. &e,9//7 STress A.6..5o/".6//),9 Alem.oralle (~," "k.c,c SAM) 8M /.!V,N Asphalt Co"crtf+e Iio~,"n;j LeTf side d!'WId. .
Skewed Bridge Abu/menf
A Asphalt Concrete blkepilfh
hikepath ---,
"L "44+00.00 POI ' 8e9in Rubberized Asphalt Concrete Pot/ement SurT4ce Layer End 3" Asphillf Concrete Pilvement
'1."49+00.00 po.T. End Rubberized As,ohillt Concrete PcPt/emenf. (T¥pe E ovrFt1cln.9) Be91n 3 "Asphillf Concrete PavemenT
@ Overlay Embankment wtfh 2."or Asphalt Concrete (bol/om layer) and f "or Rubberized Asphalt Concrete pavement (TOp layer).
Overlay bndge deck. With /0 of asphalt c0/7crefe (bottom klye.r) and r of Rubberized Asphalt ConcreTe. pilVUlIent(top /ilyer) - see ffaffic Maintenance Plan for -stage consiruc-tion detaIls.
1-"""",,\:',, ';1 1-08 (I) - ,4",0/111// - IIvd.ot:r ClH1Crele "'"yeme/ll zr ~pe A .J'ur/dc/Hf ISSSSS'l 1-11 0) - Siress ...I.oJor/)in,9 Alt'III,oralle (SAM) = Tgpe 8 Sur/,e-In! t:::·.~~:::"~1 +10 (I) - A"f'hv/I Ltllt:x Concrde ,oti1yemenr =- 7j;oe C J'ql"hilcin,9 ~ 108 (2) - RVD,6erized ASfM'/' - A'U.o.6,r Concrele /'t1yeme/l1 .:z ~e /) .Jvrr.;cJn.p _ ~ -log (/) - Rp/)/)eriuQ ASpht111 CfPlCrele Ptlyemenl =- ~)'e E ..Jud'ti1cln,9
ASphalT Concrete Pi/vement over SA#(
80./2J'" Do.. Do. AOC.
A "1'111911- L "InDPel'ele IJtlvell1elll
(flU C Jvd.u:in9
~ EIHI' SlreJ3 A.6soI"JI/19 Alem/v-tilne (~N -fltick .SAM) '---11 tine! / ~ p A.1,oht1/1 Concl",le AII"emen/, /,// ..1io'e 0/ rOt1cY.
lJe;ill 2" A$#"II Concr~/t' Pal"emM~ /eT'/ ..1/qe 0/ r"t1Q.
"LI H 17-1'.gO.Oo. P.0..T. -1I/9/'/
£nd I~ N AJpIJIlI/- /?uiJiJer CO/JC~/e A,Vemelll L----jl Begin I ~ h AJp;',I! - LiJlu COl1Cl"ele PtI#'emenl
( SAM Con/il1uOVJ nom "L/' 10.-1- $0.. ()() 10 "0/£& I- ()~.t)())
EWO #26 The DOT&PF Regional policy is to use AC-S for pavements in the urban Fairbanks area. The plans called for AC-2.5 to be used throughout the project. To be consistent with Regional policy, a switch to AC-S was made with the following exceptions: (1) along Danby Road and approaches where DeSign wanted to retain AC-2.S for comparison purposes with the test sections; (2) on the "N" line where the pavement had already been placed; (3) on the "BR" line where traffic loads would be minimal; and (4) on a portion of the "A" line (the entire south lane and the north lane from Aurora Drive up to Station "A· 13 + 00 was paved using AC-2.S) where traffiC loads would be moderate and at the Contractor's request to use up the AC-2.S already purchased for the Project. No change in Contrad amount resulted.
'---- Rubberized( Asphalt-Rvpper Conc.ret-e PavemenT TY,oe b sudaclng.)
, '02 1031-00.00 Po.C. ~ Ri9ht L-----1, End 2"Asphil/f-Latex Concrete Pt!1vement
8e9in 2" Rubberized As,ohillf-Rt/bber Concrefe Pave",enf-
Note: (i) The contractor is advised that there are several commercial sources and manufacturers of asphalt products and granulated rubber that are similar to those required in the pavement sections. The following manufacturers are listed as an aid to the contractor in developing the pavement mix. There may be additional products available that satisfy the requirements stated in the contract assembly. The Department does not endorse any of the products. and it shall be the responsibility of the Contractor to conform to the specifications of the contract assembly.
1. Dow Chemical Company Product: Downright Latexes Midland. MI 48640 Contact: Larry Hudson. Product Manager
2. Tex-Crete Inc. Product: Latex for concrete and asphalt 42289 Delany Road Zion. IL 60099 Contact: Donald E. Scheck. President
3. Arizona Refining Company Product: Arm-R-Shie1d (asphalt-rubber blend) P. O. Box 1453 Phoenix. AZ 85001 Contact: Unknown
4. Po1ysar Latex 3805 Amnico1a Highway Chattanooga. TN 37406
5. At10s Rubber 1522 Fishburn Ave. Los Angeles. CA 90063
6. Rubber Granulators, Inc. 12701 Muki1tee Speedway Everett. WA
7. Genstar Conservation Division 3733 West Willis Road Chandler. AZ 85224
8. U.S. Rubber and Reclaiming Co., Inc. P. O. Box 54 Vicksburg. MS 39180
g. Ba ker Rubber P. O. Box 2438 South Bend. IN 46680
10. International Surfacing. Inc. 3639 East Superior Avenue PhO<lnix. AZ 85040 Contact: Mike Klien Product: A"ploalt _r .1 .....
o tne aspha(r plan6) {/Sed 15 pt.dUGe 1eIvemenl§ +dI'Irems W;II(I). ) 'i-O!l{.2.), WJ9{/) (:rna WO{) Slldlt ~." (J$ed~~. lWo -7F/9 tlSf'ha1r exmiras -n.tzI" were. rJt/cWtm ~",;fk.m-.oII'? dn n"5, or trl"her 5'1"" .. I AltilS,f". rl .... / r:/~ tfte ~ ~cV'. : year ffia.f i1?ese- pavem.:nts O/"e ?/cc'£d.
MOOIREO ASPHALT PA·VEMENT SUMMARY
BEGIN END fit/BeER/ZED
9 L N -f+ I-00.00 I''L'' +9+ 00. 00. 310 "0, H 0-1'60. 00 I"L; /0 ""60. 00
'L:' 10-1-'0.0.0 rL:'l1f 9o..OO
'/.," ,.,. of 50.00. 1"0,"23"'00.00
'1.,"/7-1'90.017 I" 0, "2/, "00. 00
'0, '26+00. 001"0 .. 103""40.00 " 0./ /03roO,Oo. '0;'107 '/1.25
TOTALS 310
ASPHALT- 1 ASPHALT-
5Z8
2Z+
z0.8 3"f4
752. 55l
SAM
561. YO.
2443
2854
226b
7S~3
RUBBERIZED
ASPHALT
RUBBER
-IS;?
1.52. TON
REMARKS
ZN Asphalf - R I/bber Concrere. /%N At>p!lalf-RI/!J6er ClUlcrere ovwrlllyi"1 a%>" fhkk SAM. 701'"41 = ii!"
IS/8" Asphalt-Concrefe overlilyi"1 tI 3-11 1 fhtcl< SAM. 7if-41-=2.'~
·1 s~" Asphslf -Lattll}!. COI-Krefe twerlilY/"j iI II, n fhick SAM. "''''<111 2 2': ZH As,ohalf -Lat-ex Concrete 2" jf'v/J/'erized Asphcil/f-RI/66er ConcreTe.
MODIFIED PAVEMENT SECTION
SfIil4:>, ..... """ ..
~.9.f.~A~ £..~:.":". ~ ". -' . _.;;.-r f: ~~/, tY -." 1 • :' 4S!l:! I~. \* , ;·';::;'·2·· -................ ~, ...... :.... . ............ ~ ... : ... : T~ ~'.. 'EO J0H'SQN '/: . '.
" ~A'. No GE. l-b,J1 •• ' • '<;0.'. ..'
; .'C/J •• ••••• 0 eO ~ ~~"'" ~rr~~ ~
~ .....
DETAIL , " •
~ ,.~ ...
•
~ -
~"
STORM DRAIN, CUL VERT, AND STEEL
Station D.r. No.
Drop Inlet
Left
T.C. E/ev.
IE1 D.I. 1i ND.
If
T. C. E/w.
Inlet Box
TVDB
From D.I. No.
Invert
Elev.
Pipe
Pipe I Pipe
Ola. Lengthl
Invert
Elev.
To D.I. No.
PIPE SUMMARY
Rmnorks Posts
CD ~iPe nd
eve/
'L" 9+74- £ - - - - - - - 425.0' 24" 1M' 429.8' - 2 Culvert pipe. Skew 47' Rt. Allead. I I
I"L" 8+oo-41'LT - - - - - - - 432.8' 12" zo' 433.0' - ! Install marker post at outlet. I I ~arp ditcll slopes between road and patll as r '<"ed.
-----
"L· 12+00 - 55' LT - - - -' -:- - - 431. O' 12" 25' 433.3-+-· - 1 Install marker post at outlet. "N" 11+70-£ - - - - - - - 431.0' 24" 7/' 431.0' 2 Nome Drive. Install CorriJ~4ted Polyetllj/!ene Pi,
I"N° 9+oo-{ I - I - I - I - I - I - I - 1-«31.2.,3', 24" 190' 1431,/~' I - I 2 I Nome Drive. 1"0· 22+70-86' LT I - I - I - I - I - I - I - I t{JO.S5' I 12" 122' 1433.40 '1 - 1 I Install marker post at outlet. 1"0' 24+14 - 9' LT I - I - I - I - I - 1 - I - 141.7.55' I 18" 196' I 428. os' I - I - I Pflillips Field Road approacll. 1"0" 27+20-f I - I - I-I - I - 1- I - 1423. 8 ' 124 " I 188' ~424.8' 2 Slope median at 4:1 to drain. Cut V-notcll in
41 pipe at median, and flusll to median slope. __ to Construct V-ditcll to gravel pit.
Lq" 27+22- 80' LT 1"0" J,J>'?O- i "0".39 >,5'1- - IN' RI.
I"t" +-1 r 090 - -1.9.5 /;>1 I H,cn .1/ " 10 - 48. ,5'lI: 1 2
"L." 52--00 - 48.5'.4'1
I "R' 50~85 { I"L." 57110- 165'1.1 I" "L • 57+70 - 01. 0' R/ 1.5
I"L " 83+fJ()
'ar 5/---15 4: I "L H 6J T ?/l - 100 'l/ • -
"LI • 4+50-51' LT °L, • 8+75- f
I"A3 ' 18+00- { I "L,. " 11+00 - 50' L T ' -I"L, • 14+00 - 44' LT' -°LI ._ J6+oo - { "0,' 24+80 - f.
r"O, " 2J+00 - 39' LT . -["0, • 28+80 - 39' LT ' -1"8" 20+80 ~.%' 1if.
"f.-" tf'1" 92-"SR" 96+13 - f. ' -"0/' 10ff 55-26'L 7.170 I"L' 99+00 '" 2f) 'LT I 7 "L • 99+00 - £ . -
\JV'VV ~
- , 16'
I 468.03 1 A /
465·28 A 2
1- 1#2.18 II ..;.
-I-~.9. O'? A 3 ·1$.9.8J A 6
--
6 435.18' 1 A Inlet
Inlet 436.82' I A 7 434.45' I A 6
7
425.0' I Li"l.1L'_ 143l1.J" I - 1 - liJike patll culvert. 4C5.0'
A.~7 ,,7
400.78
458.14
·U5.I1' [44.US
til tl2 «11'
StYli
/8/1
/8 11
18"
21/' Iii"
18" '-"-"--
200' 1429.57 //f
5~' 1 438. 00 1 0,,11 .. 1
/34' I -I5J.!N 1 4 11:/ 1-124.20 1 Ou//el
s"/ ' f'4.' 1443.69 1 5
q{ 'Ift. 00' t.~tI"'f -"'-"-'- "-"--
434.40' I 2¢" 1174' 1433.50' 1 Oullet
I 24" I 451' I 435. (f0' lZ".30' 43.5.50' 1 -435.00' 12" 2'1' 438.30" -432.50' 24" 118' 432.50' 432.50 'I 24" I 100' 1432.50" -433.88'112" I .22'1435.76'· -43".40'1 12" I ;v' 1435. 8J"· -
----- -
432.00' 24" 100' 432.00' 432.50' 24" 101' 432.50' 434.00'112" 1 ZO' 1435.30' 433.50' I 12" I 1'1' 1434.82" -432.89 'I 18" I 74' 1430.10' 1 6
111" S9' 430.50' 18" 58' 1430. JO' 1 6
428.99' 18" C2~0--'1428.22'1 7a 430.00' 18" I 303 '1429. 09' 1 7 430.00' 18" 158' I 43J.20 'I Inlet
.2' 1 (l)
/
/
-1
/
I 2 2 J 1 2 2 1 1 1
1
t
C;ii.i6 .6014 ends flfj;exiJlil79 /8 # p,;v. ( ... " 10 ". (jpd).
IIMla11 marKer post at oullel ~ @ In31",// marA'er ;oosl at oullel o
Co . .i'-20
.'
.~' • (e..O. *;(,1)
Install marker POflt at outlet. SIte Storm Orail? ProNe. @ .De/eTe.cI by CO. 4T.2.0
Install marker posts at outlet. Warp Slope 10 iii Illld e.O. -#'21 Install across 'lIilre P,IIJ
- _ ... _- ---
Install marker post at outlet. f:",rugofed Polyelhlene Pipe 603 (30-24)
Install marker post at outlet. Install marker Dost at outlet.
Install IINIf'ker post at outlet. Install IINIf'ker post at outlet. Install marker posLat tnlet. See ,p, £,W'. O. ~.58 Install marker post at inlet. See Horm drain profile. See Storm Drain profile. Field inlet type. See Storm urain pro-,ile. Install marker post at inlet. Self Siorm t?rai.? PrO/lie
('In". J. $';1 lnlpL _ -rJ_L-r-.J by C.O. t:F.2/
ov-Z'l;;
11/t,HT
LT
1L1t; ffl
RT
l"~· J03+5O - IO''RT' - 8 4 '1.""4' I A 70
8 A I 9
428.21 ' -18-- 181> i 427. 87' 8
427.57' 18" 2:2'" 426.8.9' IS
See Storm Drain profile. (INLET 7A IS A FIELD TYPE INLET) "SR" J03+50 ~ JO·1?r. -"02 • J08+70 ~ zo'1?:( 9 '02 • J06+70 -.3 ''Rf "All" . 6+00 - f . -
435.89' 1 A 1/0 1 4.
Outlet 431.94 18" 53' 432.44' 10 1 - 1 See Storm lJrain profile. 430.00' 18" 5j' 431. 94' 9 1 Install marker post at outlet. 428. 00 ' 24" "0' 428. 00 ' 2 Aurora Drive. See. W. O. 'fl"
I"AIl" 8+13.5~1'·R.r'- /J 1432.94'1 A II 429.80'118" }82' 1428.85' I 12 I - I See Storm Drain profile. "R" 49+20 - 3'1' /'.:'-: J2 "A" 0+60 -39'1..( 13 "All' 37+27 - .2.1' L r. I 14 (As-8uilt sta.) "A" 3+50 - f.
I "A" 11+00 - { I"L' 49+82- f
I"L' ·f
I"L" 49f-55-210RI ~, -
EWo"'I?.,
431.72 ' 430.88 430.83 '
A • -A ' -A ' -
'02 "105+bO~ZO'Lt 1 15 435.70'IA
"L," 124+80:r Co/lege Rd 6t4fim
iI' Corili"acfo,... Opted not to cut" orf pipe /0 Sfaked Jengfh af' 135.1
- , 12 - , 13
14
428.55' 18" 90' 428.00' Outlet t Install IINIf'ker post at outlet. I I
428.50' 12" 120' 427.90' 14 See Storm Drain profile. I I 427.80'112" 1If' I 427.8':!I Existing I - I Matcll existing storm drain pipe.
Pipe
427.00'J 24i] 'V '1424.00' 431.7.'1 24" 79'1-¥3o.10 'ItpS'1 30" /3Z6 ' 1428.~5
30" I £Wb*¥ 372'
r21nl:O'
2 2
A",.,."tI (,c/'lfltf'"CUf'.
Aurora Connector. "6,~r pipe utility sleeve. See tile sewer and water system plan G profile slleet. v~"~, pipe utility sleeve. see tile sewer and water system plan G profile slleet. "6,~f' system utility sleeve. Bare pipe under existing tracks. Tllis sleeve will be paid for separately under pay item (/f26 (I; - .]0)
15 426.19 It}" I 56' 1426.571 Olltlet 1 I Install marker post at ollffet.
12" 10' Extend e;tisfin9 12"CSP~0: 5ee .sheet "'72. ~45 I Tolal - 1
&3. See pipe end .bevel delail (1n sheef ""63, p., Ii"em Len "fj,
I-------+--=....-:.L-=:...:.-=-=....--t--==..:..;...L:....:..:--: 2. Crushing of the pipe -,
Pij'e Tof'als
603(22~'2) 4'6 ends will not be paid for 603(22-18) 1.956' directly but shall be 603(22-24) 1224' . . . 603(30-24) /88' inCidental to poy Item 628(12) /35' . 603 (22-18). 603(22-30) 326' 0 In6/~//.J6 N ;O~ c:H.t/lei ace' .6WtHv 603(22-36) 632' eXf.Stlnf Ill" 7r,C'tt C'J.{/vert OvJ'/,,/
Ms/,MI ~ or IRe IlM?Iier jH.f1'J' 81 /I "p'pe dWI. J" k/';I.fhI'1
O 1f4. 4. '#otml',g,,fe Curh Inlet
FrA",lfY Rnd (!
,... 'OF--' . ," .... -~ t -.... ~· .. *: ... ...... . -. ..... "op
.i49!! ·\.T, ~ .. ~ _. __ ...... ., '- 1-'" , it" .aa ........ - ••••••••• ~
• • 6\- ~
lL \II!,!" TED.I()HNSON 'l: .... -I'
"'., ~.'.. MD. CI. ..,./ ~ 1.-'i'Ao:, .;7' ,._:~(P·Aibv .. ····i~ ~
Ih:",-U .~, ... -
(i)
~ ®
~ -
•••• T T.'aL Pemol""/ 01' (f'J(/s/;i'l9 knee ..!bt1// /I()/ .oe ;0.1/'0" k,y sc,P,r,le/j' bl sh;/I .6e iAricien/,1 to 1,1, re"pec/in fence fWJ' /tem. Tile ,f'IIi;/), 4' IIl;hl' anc! .5<1f"er,Y renee shall .be paid !"or's 6' renee lInder pay Item 607(3), InslJ/1 J a/nino's of ,6t1r.oee' WIre on lo,b 01' cll<!lIn /1M- I'exe. (See J,Pt'cici'/ I'rorisitms)
..5ee .5pecial provision 607-3, 01 concerninq property se curify.
.T.T I 1 ..... tCT ....... TI •• IT •••
AL A S1C At IfS-RRS-M-OOOS(szA . fg87
_ •• IIT.
'11 I 1/13
- . Station "nd offset I
are approximClte, CHAIN LINK FENCE SUMMAR>,,~~-7rlJ Install _f /e1CiJfion .1L J
... ·I~B,F1~ desiJnafed bJ Installation Length RemovoJ v I
-fhe Ennineer. rBegin Station End Station , . ,I ' , .1 ' . Remarks J • 6~5~4~'
'b" 31 +00 - 81' LT "L" 44+13 - 64' LT 735' 'b" 38+/0 - 82.5'LT I't" 43+80-54' LT z 610' 't" 43+80 - 54' LT!: "L" 44+40-52' LT 60
't" 47+12 - 52' LT I"L" 48+00-62' LT 88'
Mount fence on top of concrete median barrier.5ee Fe/1CeI~~_'~r "'~+~;I End-rence <'If nin.. rAilinn
MOlJflt fence on top of concrete median barrier.See. Fence-8arr~r derail. Beoin renee al pipe r ell:.
't" 46+92 - 64' LT INBP"51f-95 ~/O' LT 1- I 49Z' 1- 1- I Bike Potll ''BP''51+90~/0'LT IHAoN6+20-55'LT I 92' 1- 1- 1- IInsfallslldii19rildlocontrtJIletl9ateon£.7SeeSheet611 "BP" 48+00-2' RT I'Sp'iS2+6'0- 2' RT I 480' I - I - 1- I Bike Patll 'b"32+00~/69'RT!I't"46+30-.55'RT~ 11560' \- 1- 1- I See ChanQ,zOrder#13 't" 49+80- I/O' RT!: 't"50+80-125' RT 120' - - - Install fence from retaining wall to gravel pit. 't" 58+ 75 - 115' RT 't"65t-45 ~ 115' RT 670' - - - Begin fence at edge of water. "AD" 7"88- 'P5'RT ''R''50+05-70'LT 911' - - - I:J)Znsfall 30' wde. dOl/b/e swi"g gaTe at ':40"7'1'65 ''R'' 49+30 - 40' LT ''R''50+10- 40' LT 80' - - - ~(5Kr ''R''50+50 - 40' LT NL"63+55-96' LT "L"96+00-29'LT 1"0/'IOS+OO-29'LT 1908' ''R''49+20 - 55' LT I ''R''52+70- 25' RT
't" 43+95 - tI RT I't" 44+60-/00' RT #L"6ZfcO-171'RT I h LH 6Z-.51--I;.J'RT
't"61;' 96 - 25'LT 't"62 f ¢2 -19O'/'T
't" 61 " % - 26' L-T 't" 64 I' 08 - 178' RT 't"12(f'f40-50'a n7IZ7'I'(f'0-..;.o'/,! ~" 2-1"0 -45'RT",4" 2f80-50'/'1
~3" 1201 92 - 50'/'T "4.1 q 12 f-9,2 - 100' RT "l, " oI~ f 8S.t - 2>¢O' RT.t r See Shed liT)
"/t'.50--+S -la'LT P~. 0.,.30 _~45'RT
"L".Z""38 -174J.T 1/50' -"A R IZ'l'8Z~!J!J'KT 1387' .
"0,: I04.,.9()-,J7''lTL • - .J/..5' LT 107' . "I - .J15' L.T IHOzPI06 "45 -1O'LT1' 29'
4000 1
115' .3.55'
110'
395' 12.5 1
9.5 ' 1.50 I
Sub - To>, .. 1 80$f. I 1292 1 1#8 '@ 11805 (D I 7""7'"
Remove existing fence and tile 48" diameter vertical Eartllmovers pipe sign. ®
Rel7Jol'e on& Ihe ;ood/O/7 willJill T/u' R/w
CO/I('j'e' I?tI Do /}ol di.sti/rb ex/sting rence WI1IHl!',;,.,;I;'ls ~
@ ~/I.9llmenl @ 1".1 .. 1130 'wide Dou61e Swing Gale @
I
Install "I. wide. See c.a 4"13
:5ee C.o."" 18
dOl/ble swing gafe sf "R" SO-#Z5 \ -60'Lt
SEWER AND WATER UTILITIES SUMMARY Item I Begin Station No.
IManhole Ductile Iron Pipe (D.IP) End Station I [c, Invert Pipe Pipe Invert
Ele v. Elev. Dia. Length E/ev. Remarks
Ib. ~/r49+Z6 -IZ'I?t. 432.tJO:!
IA "L "49+71-Z46'Lt 430.00'
&. ''1. " 49'" 77 - Z46' Lt I "L" 50"'58 - 198'li't' 4ZtJ.55
k. "L " 50r58 - 198'Rtl 437.00'z
~ "L"48+88 -176'LtI ''L''47'''67-4ZI'Rt' 426.7'r
~ "L " 108"'00 ~ Z8'Lt
•
/6" 451' 4/.9.94
8" 115.S'1428.5'r
Adjust exisfi179 m017hole a,r Ft. fDmi//I=h !'ini.hed @ ! grlde. Monhole IJ(ljvsf is in&idenfll to manhole insfilliof/on.
Insfall mtiMole fo moleh ex!sfi179 sewer line. 5ee sewer£ Wilier plan,. profile s/lee f.
5ewer ~e,.5ee sewer, Weller plan lprofile sheef.0 T~) HovDe in. ted...!l6all end~ ;l'4Q'ntt elMer uo 01" dow'n.s7l-eetm -EiWJ?.>#6 Instilll milnhole to matelf eXI51inj sewer line. The fint1/ fop or Cilsting e/ey. Shilll be desiql7izted b'y fhe Er1g!neer. Water pipe. See sewer/wIler planiprofile sheet. 00 ' , 117.118112. V4/Ve boxe-s f'lush wdh pavement slirrace. Warp clIrb, 911tter IS re~uirld to c/elr I"a/I"e sleeyes. Bury -the -third valve that;s on fnt:: blind -tee..
(!) The bypassed portions or the exisfin9 sewer and wilfer lines shall be ablndoneq in pl8ce(see Nore IO).5heet r;.Z).
(j) .see the ".sform Drain and elilYerf Slim mary" ror the lItilif)' sleeye re'1l1iremel7fs.
@ This work shall nul be paid -ror.separate/y bl/f shilll be incle'enfal fa the resl"~cfive manhole piYr irern.
.. .. "'"
~ --.
~. --... !Io,.
~
- STATE 1I'1I0JECT DESIt.ATIO. YIAII .IIIiII1' - TOtAL
•• '11'1
• CURB E GUTTER SUMMARY
I . GU4ffJI(41L StiMMAI(Y ",.... ~LASKA RS-RRS-M-OOOS(52) /981' 12 118
GUIIRORAII. .tiS . ... "". • , curb , e CURB
B£eIAi SMTIOAI [1If) SMTION LENGTH ,f:r=: I?£Mv4fl)J' Iff . I a,.T Klfi/fl J' GEOTEXTILE SlJMMARY
BEGIN STATION END STATION sTANOARD\IAOUNTA8L£ EXPRESSW. REMOVAL I R EM ARKS "L" 2t55!. "L".3+17.50 6%.5 SO' Match bridge y,ai/in1. Remove e)Cisrinq 'Judrd~<iiJ J "0".38115 IIL"40f05 - 876@ - WID.TH 1411£14 1 I (Feet/ I (Feet/ (FHI) 4 (Feet) 3
HL" 4710J ilL" .57165 10()0 See J'lJee/ 26 lor '~" ~T r 63 Ellol lntl/me'll/ STATION to STATION L." RI.1I1 S. Y. "AIJ" 8+15 -16. 'S , Rt "R" 50-+/4 ~ ~O' L.t 20.3 Including 2' offset transilion "L' 481(10 "L' 5g,,6'e - /(nS' - . "a~0+75 -'~~ 10+00· 40' 40' 13,,556 /'1.2107. 4
rL"6l:1t.1o.s-ra. s 'l.l. "L"(flf-l3 112.5 - See$P(f'I.'i28/or'i"o()fJO . .5£ht/Ti-1'3ImM/ "L,"16+00-"L ~"'OO 27' 30 7.9/10 4.4%.7 "8R"101+70 "8R"102+20 SO' - - See Plan SlIeet.35forllorizontal offset. --- "L."96+00-"o;'104+50 23' 30' oS,ooe "02 " /04 +69 "02" 105+81 - 112.5 - Match bridge railing ~N95+7S-"81(j05f-50 16' 15' 3,250
-0-247.2.
"122· J04+61 -39' Lt "L, " 126+20-20.5' Rt (J) rz(;XZ~ - - Contlnous cutb along ea$1 of fronlage road, . I-{BRD and.weslof College Road Connector.
"AlJR 7+92-Rt "AD" 8+15-16.5' Rt 2~ "02 " 105+25~Left "02 " 107+00~Left - - 180' Re/l1Ove existing Noyes Slougll bridge approacll guardrail. 'lJN 18+50 -"aM 19--75 Z5' 25' 6!N --=-0-;Z" 2f lOr "L"3 t8Z.00 /125 7$' Mt!Jfch brtdge. rRi/lng ®. Remove existing guardYdil "B" 20"'20-'ir 2/+.50 Z5' 25' 122 ·Oz· 1061"551- "Oed /06t.35 37.5 'A' 0+50 - "A'" 3+00 4-0' 35' ;: 083
';4" II·d7.S- 9315' zf17f>L.F. ,4/.,I",,/q C.O.H/3 'ill" 81-00 - "nI6 +90 .35' 35 6,'!)22 -r<>Ta.L ~ Q37S'.O· "A" 17+65 - ':A~ /9f-OO 35' .3.5' 1,0..50
(]) Removal of existing guardrail Ifill not be paid for separately but sllall be incidental A" 3+"<) -~ .. Jt.+'711 :<1"'\' ."3.,,' to other items of Ifork.
"A" 2+-00
-0-22333 43~5. 7 L1.82
q I '7. I ,
, C/' ,-~,-: ::L',7/o·30
"L, " 126+88 -34' Rt (f; J "L, " 127+79 - 20.5' Rt (j) 91 College Road "L, • 126+20 -20. 5' Rt (]) I "L, • 126+47.40 -34' Rt (J) -- 32 College Rood "L,· 125+75-20.5' Lt I "L, " 127+79.08-20.5' Lt(£) 204 '02 ' 108+58.5-29.5' Rt I "L," 127+79.08-20.5' Rt(J) 76 "L;" 125+75-20.5' Lt(J) . I ilL· 108+04-28' Lt 12.1 "L' J08+04-24.5' Rt I "L,' 127+79.08-20.5' Lt(J) 93
(2J Guardrail terminal ends will not be paid for separately, but 511011 be inCidental to other items of work.
@ Tile 9t"rdrt1IJ will oe exlended lucks/alion from HO" oM ri!O vnder 8 iV/lire con/rad 00 not ills/all STA TION taper or /ermill8! end sec/iM3 or /)rlJakll/lllli)' posts. "L· 9+98.75 P. O. T. { 1 Existing Monument and Case.
@) Rub rRtI .5imi/4r to thiit 017 fhe b.;cIc or the el(isfin~ .9f1t?rdrq/! 5h411 be instRlled an Adjust case to matcll finished.,,.aur:.
SURVEY MONUMENT & CASE ·SUNNARY
OFFSET IQUANTIn1 REMARKS
"AlJR 34+83-16.5' Lt® I "A R 1+15':'30' Lt. 204 Aurora Connector "AlJR 37+57.80-16.5' Lt® I "AN 1+49-22' Rt 1110 Aurora Conft~~' "AlJR 34+83-16.5' Lt® I "AD"37+57.80-16.5' Lt (lJ 275 Aurora Connector 'L R 11+00 I "L· 15+~a,. 91q "L· 15+70 -40' Rt:t 90 I TraffiC island "L • 16+50 -40' Rt+ 107 I TraffiC islond
"L N 44-# - 49.0'Rt HL n 46+07.9 49.0' Rt. rile new gt/Rrdrai/. The I+tlrk and mRf~riR/s reel/ired m insf-ill the wtJ()d r4i1 .5h411 be "0" 16"'14.68 P. O. T. Ii 1 Monument G Monument Case incidel/fal ill pay Item 606(1). "0" 30f73 . .5IP.T. 45' Lt. 1 Monument G Monument Case I
, • "0" 38+41.14P.C. 45'Lt. 1 MonumentGNonumentCase "L" 47'-r/9.5- 49.0'U. NL" 51+08.5~ 49.0' Lt.
176 . I I I Match Bridge shoulder barrier EWo. AleS}?
3'11 "L" 48+87.9- 49 .. 0'RI. I "L R 57'+68.5 ~60. 5' Rt. >J6~ "L" 5Z+66~ f I ilL" 63+85 -13' Lt. 1123 "L " 43+00.56 P. T. 45' Lt. 1 Nonument G Nonument Case CONCRETE MEDIAN BARRIER SUMMARY
"L " 51+94.91 P. C, 45' Lt 1 Monument G Nonument Case I "L n 56+14 50 P. T. 55' Lt 1 Nonument G Nonument Case I BEGIN STATION END STATION ~~zy ~ REMARKS "L" 64+00·P.0. T. 55' Lt 1 Nonument G Nonument Case
"L" 55 -r 36. 40 -II. 4 Rf. "L" 63 + 85 -13 ' ~"'~"';Z~+---'""1I~--:-::c-.-,'---"----------------I ·0," 0+70-20' Lt 66 TraffIC Islon.d
INSTALLATION INSTALLATION "L, n 7+65.42 P. T. { 1 Nonument G Nonument Case ·0· 3/J+OO-37' Lt. "L· 63+35-67.1' Lt. p4(f~. "L, n 17+90.00 P.O. T. f. 1 Nonument G Nonument Case ·L·43+60-50.5'Lt. ·L· 44+311-50.5' Lt. RT't:-:l.' Aft<X!JifuDiiilJle:/J,prrier, "L" 95+60.00 P.O. T. f 1 Nonument G Nonument Case
. .. . - .. .. .02 " 103+80.91 P. I. - 1 Install Monument and Case at tile P. I.
(]) College Road as-/JuiJt stationing. SUBTOTAL Zf?t9 I ~".2.2. 1 1975" 625
® Aurora Drive as-/JuiJt stationing. TqTAL 7i.fKb 625
~ Removo/ of exisfing clI,b will not ~ poid fo, di'(Jcfly, bill sholl be incidentol . to 0111., items of work.
@ Expres$woy and mountabl. tyPB curb 8 gutter will btl paid for as $tandord type curb 8 gulfer.
<V If the Noyes Slough Bulb-Tee Bridge i$ bid the 2102' will be reduced by 75' to 2027' and the 75 ftlel of curb on fhe bridge $holl be incidental 10 olher iftlms of work.
·L" 47+12-50.5' Lt. "L" rlB+OO-6J.5· Lt. .' ·,ilitach tpbridge barrier "An 0+00 P.O. T. f. 1 Nonument G Nonument Case "D· 33+011-8,5' Lf. -()~ H~- J.~' 1.1, '50:1l ·.. ." #- • "A,3" 12+85.05 P.C. f. 1 Nonumen(G Nonumel1.t Case "0" JS .. OO -1.0' it. "C 55~J6.40-1.4'!If 1'198 Aurart1 DverpaS5 'L" c,'+86 5:2'1(7 I IBlSC/~
CURB RAMP SUMMARY@@
STATION LEFT I RISHT
OFFSET\ OFFSET I REMARKS
"L" 15+72 39.5' "L" J6+45.8 39.5' "N R J0+47.5 20' I 30· I ® ",yo JO+55 37' I 45' I ®
"L R 84+00 I 71' "0, • 0+71 "L' 95+92.5 "L, R 126+42 (l "L, • 126+58 (}) "L, • 127+42 "L R 127+53.5 (J,
20' 33' 30'
26'
H I(
30' ®
26.5' ~ "A1J' 7+45 34.5' Combine curb ra~ Ifitll vellicle approacll curb cut. RAIJ" 35+23 (]) 20' Combine curb r~ Nitll vehicle ~roacll curb cut. RAIJ' 37+39 @ 18'
Total" J6 Curb R8mps
(]) College Road as-/Juilt stationing. ® See Curb RllIIIP Detail. (J) Tile Ifork required to construct tile curb ra~s
and 1IPPf'0ach curb cuts Nill not be paid for separately but shall be incidental to tile respective curb pay item.
()) Aurora Drive as-/Juilt stationing.
Clear Zone Clearing Summary l!3e9in Statiol7 End Station Remarks
HO; 1~50 Lf. "U 6 --00 Lt. /llml cltur /rom tHO/Slopes fe 8O'LI. '',4, " 13+00 Lf. ",4, /I 16 + ~5 Lf. lI,nti cI"r f'r#m !de ()/ sldpes/D 60'ft.
o Cleilr zone clearin! consisfs o/lland cvltln? Inti di5poul 0/ 4>11 trees measlIring 4" 08/1 or 9reater In tile tlul!nafed areil5, Tllis worK will nt" be paid direcfly and wl!1 he considered Incidentlll ro irem 2o.I(Z8).
Co.""F "c S?--OO-/fS' it "L, ·~#OO-3.5· Lt. .Mr7h.z'·· TOTAL .14-/5 no, ·0+83-25' £to 1-", N 7 .. eo.()()-P.()' Lf. .;n"~I' 'AD" LIne :DeT""r . ~<" .A.. ,.A . " ;J/PtJO-591tt. I"A" (JoY. N.N' M. ~7'.2'
'"' -, iUO/~K""'" THE UTILITY SLEEVES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 603 AND WILL BE PAID FOR UNDER PAY ITEM 603(22-30). It"L" "'.3+~{ cwo s,;; ~
SVBTOTAL 7 'l . " :>444'2VS-O
CD
® CAP ENDS OF UTILITY SLEEVES COMPLETELY. (SEE THE "SLEEVE CLOSURE DETAIL FOR CORRUGATED PIPE.") INSULATION IS NOT REQUIRED (SEE SHEET 62).
T0I!4i- I j:i.59'9507i
J
EO.,..! 0 I/: 31 ~_ ,THBRMOPLASTIC HARKING SUMMARY
4" 4" 8" 24" Turn I I ~~-' ____ ~-r __ ~~Sheet White Yellow Whit~ White Arrow Only
No. 1ft.), (ft.) (ft.) (ft.) (ea.) (ea;)
29 435 1 2 ~ ~ Remarks
,18 I "",. 187""1 30 11435 1 140" I 140 ~ '\ 1166
50 :I 2 "Length of double yellow strip. ~~ 2 tN: . WOO I 31. 11000 7 'iiQl.lire6Je.Qts.
2 I I"'" I "'" 1 32 11350 1 lOS" 72 "Length of double yellow strip. 17 on'J.J<. "'"
·17 ~ {y. "'" 1110
2 "
K.. on1 y."", "'8.,.2 1 "'" 33
34 1335 245* 70 "Length of double yellow strip.
35 1065
490' 140 192 3 4 'Double yellow striping
2 '4 . 53 4
260 1 J
'" 42 ~ ~ 'k ~ t-.. "l "l ""k "" I Nat.e Paint...ed Str'i.t(ing on'1(. '" N3T~·· I ~ I ~ I ~ I ~ I ~ I ~ I ~~ lNot'ey'aintea..Strip~ only"0, '"
roT.4'z{ z"'12z,7~12;:,~1 z~1 44~1 3~ 11Z~ I Z"" I 21 "'l ~ ~ . ~ "" CD l?el77oYill 0/ eXl3lin~ p4>/"I71 or thermoplastic /7Mrkil7~s where indlcafeq' on fhe plilns, ltV/II no/.6e
pllid /'or seperalely, hilf shilll be ineidentill 10 ofller /-rems or worK.
® The sTl"lpe-sklp rill"!o shall De 6'-/0' excepr Derween Sra. "0" 38--40 and 't:: "64~00 Where rhe ratiO shall De /0 '-30' f'or thermoplostlc striping.
CITY REQUIRED UTILITY SLEEVES SUMMARY <D® Sleeve use STATION Wr RIGHT
INVERT LOCATION I LENGTH ! ---- 1 ELEV. I OFFSET I ELEV • J~" I 24" I 18"1
REMARKS
5 '+w ''1" 1.5+25.00 82' Lt. 425.50 98' Rt. 425.50 180' • .l4 h ;W()"h " "N" 9+16.00 70' Lt. 425.50 70' Rt. 425.50 140' " ''1" 6)+75.00 160' Lt. 427.50 120' Rt. 427.50 280'
"A3"16+60.00 80' Lt. 426.00 110' Rt. 426.00 190:",,1.1rWo'b ''1l" 8+50.00 70' Lt. 426.00 70' Rt. 426.00 140'
, , 'I
'/
,I
'/
PHONE
PHONE
PHONE
" .. n
" " " " "
"11"1'7+30.00 58' Lt. 421.00 82' Rt. 427.00 140' ''11''18+50.00 70' Lt. 420.00 90' Rt. 420.00 160' ''1" 95+00.00 65' Lt. 426.50 75' Rt. 426.50 140' m;IN @ n&P"SOf-2Z, i.J7'Lt. (INV. ELEV. = JU5.t16' END @ ''1'' 50+)2, 1)4.5' Rt. (INV. ELEV. = 'f28,86' BEX;INCI"1" 49+23. 275' Rt. (INV. ELEV. = 429.51' END @ ''1" 50+03 200' Rt. (INV. ELEV, = 429.84')
''0 ... " 106+88 I 66' .. ''1'' 6)+50 "A " 16+45 ''1i" 8+35 ''11'' 17+20 ''S" 10+70 "01" 18+70 "1" 94+90 "B- 20+45
125' 65' 75' 60' 50' 60' 60' 60'
427.82 I 49'
4)2.00 429.5 430.5 430.0 430.0 430.5 1""0.0 Ii~O.O
125' 75' 75' 75' 50' 75' 75'
_59'
427."'7
430.86 429.00 430.00 430.50 430.50 430.00 ~t9.50 42.9.50
, -m; 110'
115'
Z 2S, , .0
TOTAL ~I~ 110'
PORTABLE CURB SUMMARY
BEGIN STATION END STATION LENGTH
"L," 8+-05 -4'LT I "LI" 13 t-2T ~ 4'RT.1 5.29' "L," 8+05-4'i.r· I "L/' 13 t2T ~ 4'RT. I 5ZQ'
AD 27+-17 "'.25' Lt:" I AD 14"77 "'2?/ffl :39~ TOTAL 1097 '
Jt!.." PIPE SHALLvBE CSP AND 12 GAUGE MIN. NO'6
11"pe s;'8/1 be 24" .f'feel I~~ _nt/64If11 De p.tJii under ~18 (12 - 2.tJ.) • .w JMe~ '2,7'
250' 140' 150' 135' 100' 135' 135' 110'
1155'
REMARKS
Left Side Right Side
t:.. O. *1.3
PIPE SHALL BE CSP AND 12 GAUGE MIN.
It " "
" " " " " .. D " .. u " " " " " .. " " " " "
....--c-......
~~ .. * ~ ;/?
I.
" ,f'
STATE PROJECT DESIGNATION SHEET NO.
TOTAL SHEETS
SIGNING (CONT I NUED) RS-RRS-M-QOosrS2J I 14
....... T~ p.r1Ti ~, ~ft-SUMMARY ALASKA /18
SIGNISTATION NO.
pe1t!.Ted 54 "B"18+49
55
12.8
56
57
58
59
60
/29
61
\'/0 ·RF<" .. CO&
"B"19+42
"or C,3f-78
"B"20+57
"B"21t10
"s" 23+00
"02" 103+00
"0 "104+75 2
"OT· 0'/ ~
"02" 1 06+65
LOCATION L T 1 RT
CODE NO. LEGEND
I NCH I THI CKNESS
i n x i n IUNFRAMEDI FRAMED
'<f;S'l(~ I'i,.I'" rR/I~~ ~~~~
~ I r~~~/&~~~_
36
20
27
35
36 I D3-1 D3-1 R 1 - 1
x I J"j/-8
D3-1
D3-1 R 1 - 1
431 Rl-l
W 1 1 - 1
R2-1
44 IR8-3 SL/f(
L/R
x
40
V//- 8 R8-3 SL/f(
L/R
D 1 1 - 1
DANBY ST. I 30><S HAMPSTEAD AVE 142xS
STOP 130x30
> 1.z4x.3[2 DANBY ST. 3.0xS HAMPSTEAD AVE 42"S
STOP 30x30 STOP 30x30
~ 36x36
SPEED LI MIT 40 130x 36
t ( 36x30 ONLY
> 2'1"50
t ( 36x30 ONLY
~ 24x 18
AREA (Sa FTl
~
POST II OFITVPE
1.67 I 1 2.33 6.25
REMARKS
M-Q ~ ~ 'RN"'T\:P£ "-I'1J" SA R-B I--c AD ~
.5.0 / I PT I wo cee ~EWO 56 (":fi.:r:::"" ", n.r /hC/.d~q')
1.67 2.33 6.25 6.2511
9.00 I 1 INSTALL 6'-12' OFF SHOULDER
7.5011
7.5011
(NEW 11£M h' NOT
5. 00 1 I 1 PT 1 k/O CCC ~EW S0 INCWD£D IN TOTAL)
7.50 11
3.00 I 1 62 "0 2 " 1 0 6+ 7 5 1--1 -+--+---+-------+---+--+---+----+--+-+-----------------t
R5 -3A I NO MOTOR VEH.JCLES 136 241 I 6 00 APRIL 1-0CTOBER 31 x .
D£L£TED ~ 10.0 MOUNT ON TYPE III BARRICADE
63 "02"108+20 2.25 TYPE II BARRICADE
5' Wl-6R I • 148x241 1.1001 I INSTALL ON TYPE III BARRICADE
64 "AD"6+20 I I I OM- 4 <> 18 xl 8 2.25 MOUNT BARRICADE BOARDS ON I TYP!E I I I jARRICADE "'~$/ RADIO CONTROLLED GATE
133 1 1 D3-1 HANSON RD. 30x8 1.67 1 PT INSTALL 6' TO 12' 65 "AD"6+94 I D3-1 AURORA DR 30x8 1.67 OFF SHOULDER
R1-1 I STOP 130x301 16.2511PT
/30 I"OT" (pLf" 20 1 1 x 1 \,//-8 1 > IZLf x30 I 15.00 1/ IPT I WO CCC "'E(,./O S6 (;:c":.;;~~';::ff;;IL) 131 'r I08f-5'Z x ;;.:,=~ • <> ~~;Jt1 ~.~~ II IPTI C.O. "'/7 I
1/32 Z" 108"'82 X ;:,'~=t • 0 j~~t I ~~:} _ /PT C.O"'/~ •
67
68 69
70
71
72
73
96 74
75
76
77
78
38
~AD"7+55 28
~AD"l 1+50 27 ~AD"17+50 27
"R"49+24 i 38
~R"49+32 37
~R"49+45 40
~R"49+40
"R"50+07 34 "BP"52+65
R3-2
W3-1
W14-2B
R6-(L)
R5-1 D3-1 Rl-l
D 1 1 - 1
R5-3A
6) STOP AHEAD
END ROAD 1000 FT.
<ONE WAyl
DO NOT ENTER AURORA DR
STOP
~ NO MOTOR VEHICLES APRIL 1-0CTOBER 31
30x30 6.2511
36x36 9.00 I 1 INSTALL 3' BEHIND SIDEWALKS 36x36 9.00 I 1 INSTALL 3' BEHIND SIDEWALKS
36x12 3.00 i 1 i PTl INSTALL MINIMUM 2' BEHIND f'IIRR ~ ?' FRnM FFt\If'F
36x361 19.00 30x81 11.67111PT 18x181 12.25
24x 181 13.00 11 I PT I INSTALL ON FENCE
36x24 6.00
10IR6-(Rll IONEWAV) 136x12 3.00111PT
R5-1 I DO NOT ENTER 136x36 9.00 R5-1 I DO NOT ENTER 136x36 9.00 I 1 I PTI EARTHMOVERS APPROACH Rl-l I STOP 118x18 2.251 I INSTALL ON FENCE
1 1 INSTALL ON FENCE Dll 1 Cf::B 24x 18 3.00 PT i "BP"52+63 I : :R5-3A NO MOTOR VEHICLES 36x24 6.00 I
APRIL 1-0CTOBER 31 ~R"51+00 14 I R5-1A I WRONG WAY 136x241 16.0011 I PT
"R"52+50 34 Wll-l I ~ 136x361 19.00111PT
49 D3-1 I WEMBLEY AVE I 36"8 I I 2.0 I 1 I PT "A"0+60 D3-1 I AURORA DR I 30x81 I 1.67
R1-1 I STOP 130x301 16.25 "R"51+00 34 R5-1A I WRONG WAY 136x241 16.00 I llPT
SUD/a/til = 215.93 5'lJ'f.
SIGN 1 S TAT ION NO.
79 "A"1+17
80 I "A "2+85
LOCATION L T 1 RT
40
40
CODE NO.
R3-8 LlR
R3-8 L/R
LEGEND
~ ( ONLY ONLY
~ ( ONLY ONL Y
INCH I THICKNESS
I n x i n IUNFRAMEDI FRAMED
36x30
36x30
AREA (sa FTl
7.50
POST # OF ITYPE
1 I PT
7.50 I 1
REMARKS
2'3 I R2 -1 32 I R2-1
SPEED LIMIT 35 13ox361 1 7 . 50 11 IPTI I SPEED LIMIT 35 30x36 7.50 1
81 "A"4+00 82 "A"12+45
83 I "A"13+00
84 I "A"14+00
85 "N"46+00
86 "N"47+45
40 R3-8 L/R
40 I W1 1 -1
~ ( 36x30 ONLY ONLY
~ 36 )( 36
26 I I R2-1 I SPEED LIMIT 40 130x36 8 0 I IW 1 4 - 2 A lEN D 130 x 30
OM-4 I <> 118x18
TYPE III BARRICADE ",~/;f/
7.50 11
9.00 11
7.50 11 6.25 2.25 INSTALL ON CENTER OF
PHILLIPS FIELD RD MOUNT ON BARRICADE
87 I "N" 42+70+ 1390+ W14-2BI END ROAD 600 FTI 361<36 9.00 11 INSTALL ON PHILLIPS FIELD RD. EAST OF 1ST INTERSECTION. WEST OF BERM
88 I "BR"97+40 I 115 IR2-1 ISPEED LIMIT 20 124x301 14.50 II IPT 89 I "V2i'50 1451D3-2 IWEMBLEY AVE. 1I02'x24'1 1.1251 17 12IPTISEENOTE#190FSHT.15. NO ARROW 90 I "L," 12+00 133 1 1 D3-2 1 WEMBLEY AVE. 1102><24 1 1·125 1 17 12 1 PT ISEE NOTE #19 OF SHT.15, NO ARROW
I 91 "AD" X R2-1 SPEED LIMIT 30 30x36 7'50 _ I PT 100' NORTH MARIKA RD_ • 92 "AD" 38rOO ,25 R2-1 SPEED LIMIT 30 30x36 7'50 I PT (AS DIRECTED BY THE ENGINEER 1
93 I "Nt 46+00
94 "LI " 8+15 3
95 "L " \3+00 I G...
97 I "L" 46 + 85.00
98 I" L" 46 + 85 ~
9 a ,SEE SHT. "7 :Deiekd I FOR LOCATION
20' I R2-1 I SPEED LIMIT 35 130x361 I 7.50 1\ 1 PT
~-u ,t 24x 30 OM-II '( <> 18x\8
R4-7 I rt 24x30 OM-I 'I <> 18xl8
110' IWI4-2A 1 END 124X24 OM-.4 <> IS x 18
5.00 I I I PT 2.25 5.00 2.25 \ I PT
4.00 I - I - I MOUNT ON TYPE ill BARRICADE 2.25 -
240'+~¥M6_~ J ~ ~ ~::~: 1 __ I ~'.~~ 1- 1 -1 MOUNT ON DOUBLE WIDE SWING GATE
r::E'k1 c::;: '\ '\ ~ '\ '" '" ~ \,5§ 9.00 I 1 PT I PHILLIPS FIELD ROAD I~~ "J"" ""~Me~ "" "" "" ~4~~1 I 4.00
100 24 ><30. .05'0. 5. 0. / I PT I Cerih:r Ii? J1ed/on C.O #14 100 18></8 .0.80. .25' Co. *i!L 101 1"0" 18+ 80. I x I I w4-ZR H 1.%"36 105'0 I '100 I IJ1Ot1nf on Lit:lhi 'fble */0 e.O. "'1'1 102- 1"0"18"-80 Iw4-2~ I I~ 130><36 IQfO I 9.00 I IlprlCen1er in medtan C.o.""I';'
< I z.. xl8 /. so wO "'93 "'" (,IS 7) .2 < IZ"/8 I. So. EWO .... ii,3 Item CoIS (7)
105 1':88:" /05"'3) 1.24 wl-8 <1 /2..><L~ 1 I + I ISO I I Iff IEWO"'-¥3 I-h!:m 015(7) IOro I "r N~ lSI I WB-2 YIELD AHE-'lD I ~J<.% 1 1 + I 9.0 1/ Iff Iva J{J{
107 1"0' 25"20 I x I I 1(5-/ I ZXJ NOT ENTER LHx-¥8 I I + II" I 1 IPT leo. *1" 108 1"0" 26':20 x J I Rs-IA I W~ i#lY I ~Z><30 I I of' Sl. 75 1 I I;oT Ie. 0. #Iff I" 109 1 "L" /0 ~ 44' IZQ-2R I PIIILLIPS FIELD RQ.1D INI{".z'l I I :N,O 13 Iff Lc,o. "/~ 110 I'N" 13+50 I x I 1N3-1 I 0TOP AHD.(SYMBOL) I <i8'k<iel I /~. 0 I / I ff Ie? 0. IF I~ /11 I'r :U55 I x ID3-.ZL I AUl'CORA 7Z k ll1 I I 9.0 Ic.o "'16 I/Z 1'0" 20 ~ I W' I D3-Z1e ?/lILLIP.5 flELl) ~ I 1'01'1"21{ I Izi/O 13 1 ffV 0 II' I~ 113 I "IV " IZ ~ I >< I 1R'8-3S5.£R I ., ~ I tJ~":30 I I I 75 II IPT Ie. 0 '/~ 114 I'N" 13~ Ix I 1~-3SSL.RI"~ 1.31i'.>3t71 17.5" 1..1IPTICO""16 115 I'L' 15+105 9' IRI.I/,e/-31 STOP 4-WAY 1'1"8'''9'8'.'121- 1/'-.0 .s-II IPT Ico. *19 lifo 1"£" 15"'80 I 'IS' IRI-IIRI-31 STOP 4'-WAY li'l'x9i' "121 1/'-.051 I IPT leo. '" [!l 117 1"0" 16+86 165' I IRI-!/lV-31 STOP 4-Wfo:IY 1~1J<'i8'.,'I;z1 I/~o .5:1/ IPT le.o. <FIg 118 1'0' 16--79 12' bt'/'I/1?1-31 STQP .t,!-WAY 1~'M8o;..;gln I/~oS'1 I IpTle.o '#"/9 ,,9 I'A!" 10--41./ I Zt.' I 1R/-I/RI-3 ISTDP 'I-WAY 1~'i.l''''J<lzI 1/60 .511 I PTk?o #/~ 120 1"0" 21 ~ I 13' I I W3 -I I STOP AHP (SYt'1BC¥.) I "If'''/f1 I I It:O Ie. 0. -IF 19 /2.1 1"0." 2/~ J x 11,../3-/ Isrop AfIP.(SYl'1Bc¥.) 11ff'.ttH I r 1/&:.0 / IprIeo tl"1'1 I~ I"L: s~ ISPS;IAi.. I Lr TV/iW YIELD to7hvj-~1 .2'1-"30 I 15.0 I 1 I PT le.o -IF!,! /23 I'i.," 7 ~ I SPECIAL. Iff 7V1PN Y/ELZ> 7(J 7711i?(/TRAI'f'IC I :<./f"3tJ I I ,".0 1 I r PT 1 C 0. #19 12q I 'IV , 9"26 1123 - I .JPft'ILL/PS rI£'LZH?D. I 4'<''' ~ I I 2.33 ITT iCeD .... /0:;;, /25 I ".AI" 10 r 4'4 I .l?3 - I I PHILL.IPS Fica:; 1fP I "fb 8 2 ~ 1 I C 0 #.& 12." 1'01 63---38' X IWI-?l > 12f1k3Q 5.0 11FT 11010 eee. "£wo 5~ 127 I'OT" 03 r GO I X I 'W1-8 > I -'l¥'3Q I I SO I I IPT I\..IQ ac ~ S'~
• ~
~ ,
" " .... ~ •
MATERIALS LlST*
1-2' OIA .... 4' BASE. ~AWCHOR BOLTS; VE-PED CATALOG ~1-S~5031 OR APPRovED EQUAL.
I -Po~T TOP SLIP FilTER. ., , I - POST ~ BR~AKAwAY CAST ALUM IJ.JLJM BASE; VE PED CATALOG #0-SE-5030 OR APPRovED EQUAL.
1-2 SEGTIOiJ 8" 51GIJAL HoL.l5IiJG. OJoJE WI TH 8" YE.LLOW LE.IJS. IHE. oTHER 'WITH A BL..AiJK CO" E.Fi: TO HoLl SE F LAS H E.R MEGH AIJ 15M. IHE oPERATlhiG SIGof..lAL ~HALL HAvE. AiJ e." CAP viSOR.
1- IJ.E.I'1.A. TYPE 3 - 2. GIRCU IT FLASHE.R 1- ~IC.IJ FLOOD LIGHT, EA~LE- SIGIJAL f..lo. KB 17~-60 OR APPRovED EQUAL.
1 -DIMMER DE-viCE. AS APPK'ovED. CFoF/ FLASI-lli-Je. LIG~T)
1 - PHOTO CE':L..L-T-{PE. AS APPROvED (T.o. CoJJTROL SIGJJ FLOOD LIGHT).
*poES !JOT IIJC.LLloE:. c.oiJDUIT - J·e.o)l.E:S - CAe.LE~ OR OIHEI(' 1"115 CE:.LLA tJr::OU? HARDwARE:..
(I) LAMP SIZE FOR Fl..oOD LlGI-lT SHALL B-E AS APPROvED.
IJOiE.: ALL WORK A"'O I-1ATE:.RIAL5 THAT ARE K'E:.QL/IK'E:O To COMPLETE iHE FLASHING B-EAcoiJ SYSTEM SHALL I5E PAID FOR
AIJD 11-J5TALLED Ad;) A POK'fiON OF
1"1'1:011 660(1), TR~FFI c. 51GriJAL 51'SfEM - COMPL.E IE.
TYPICAL FLASHER II-JSTALLAT IOi-J NOT TO SCALE
2. vERTi GAL 5IGI-JAL SECIIOIJS OIJE 'tilTH 8' YELLOw' LEIJS ~ THE Onfe~
PHoTo CELL ~ ~/ TO HOUSE F'LASHE~ crACE. /JORTH) _ "
01 LI "Hf - HOUSI i-JG / CAP V I SDR
~~~~~~~ -----Jrol ~
51GtJ -FLOOD L I Gf-IT
TiPE f-A JUiJC.TloiJ 60)(,
-I'-
II 1 :t
\..____ 48";t. 48" ,URN 51&"" (SEE 5L1""MA~Y) ~A~j.JING SIGIJ w'lfH HI-INfe.f..ISITi SHEETING oi-J O.OBO ALUMIIJUI"1 SHEET SEE STAi-JDARD DRAwllJG 5-20.00 FO~ 110UIJTlNG.
15 ~Z4''xZ4'' W13-1 MPH
1 1.-- I 4Yt" O.D. )J ~C.HEDLlL.e. 40 PI P e. "ALvAf.i IZ. EO PEF'( ASfH A-IZ~
CAST ALUt1liJUM ~A~E
I" C.HAMFE~ ON ALL. ,Op EOGrES GRAVEL DRAliJ,) ~I ~ 6RICK ~A5E
" , 0
" II u;: I=-:::~ ju
Z" RMC !JOTe: FOUl-li?AIION DeTAIL!> 5How/J ARE Fa!'?
5TATION "L" ?9+-00 - t o 101 L""'. Fo!? OTHeR
"T '/' GRAVEL ORAl f..I
LOC-AIIO/JS SEe AI-TER/JATe. FoUiJOATIO/J DETAIL!> BELOW.
2.' OIA. ~ 4' DEEP fYPE "A" SIGIJAL BA5E. SEE STAiJDA~D DRAwiNG f-~I.oO
I-"2
ALTERt-JATE FOUNDA"OJ.,J - ilL" 59+00 -b6'Rt. AL TER~ATE fOLJtJ DATIOJ..j-STATIOt-J ilL!" 5+-00 - X Lt.
w i: '"
ltl ~~
- (i) ~ 1-1 FOLlt.JOATIO,,", -----.l , ~I
\~ ~~ I, "21 .s II I \:;>. II ~ I:l
LJ \'t- 1/ ~ .... 1-1 @ ~ =~ 0 '" ;;l
\~o ~\ Il<:I
'~ ® DI \
ELEVA,'O!J VIEw I ALL DETAIL'" IJOT CHAiJGet> A~E -rilE ~AME Af> I I"(PICAI- FI-A"'IIER IloIo&TALI-ATloN.
(0 GRAPE! To HATGH Gllow/J OR !>liPEIlELEIiATIOiJ.
® ALL EI'18AIJKMEioJT ~EQLIIReD f>HALL &e ,ype "A" flooll~ow PLAcet>, ·COMPACTeD, AIJD PAID UlJOeg IIEM ZO,(!>&).
® DEPIlE!>~ JUIJCfloJJ Bo,t. t." eELow' ~URFACE. @ 6EJJCHIIJ" OF E)(15TIIJG SLOPE!. SHALL eE A'!>
OIReCl"Et> eo)" THE EJJ"'iJEER. ® DITCH ARoUJJP w/Pel-l"JG A!> REQUIReD
FOFi: PRAliJAGEO.
/. I _ __ _ _ •. •
n:t :tr$_ ~l O\i! I i
PLAiJ viEw
-III l\J -
~
~ I-~ IU
" Iii
1 I- II. -z\) w
1 r w '><IS -zc,
I ~w w
I~ II::
I~ CI
III \)
Iw IS C, UI
PLAN VIEw
3'
--
-:z
8 (IoIOT TO 5GALE.) ~
111
II I,
w
'" ~IE ~'
!>'GN 6oTTOH ,
1-
\'
'\':..-.: I .. '61
" ."
." .\ be DI(t-, <)1 .,v .J,o"-
I.$J"" ELEVAflON viEw
I: IU
-:x .I~
III
'" d\
I~ III
" C, w ,)
.!'% -
ALL. OE.TAIL.~ lJoT cHAIJGED ARE THE SAME. At> TYPICAl- FLA~K6R IN~r ... LI-ATIOJJ.
'-F':AN~I"IONS, !>LOPE eElI-iGHliJGO, A\olP OI"C~IIJG f>HALI- EJES A~ ol~e.cn;p 8'( THE eJJGOIIJf.6Ff.
ALL. Et-1I!>AIoIKMEfJT REQiJlRED 5IlAL.L. ee. iyPE "A" E'ORgow PLACE-P,
COMPA.CTED, AIoIO PAID uiJPER IIEM ZO~(~6).
GF/A.DE SLOPE AK'oLliJO 6A!>E 50 T~A.T NO PART OF GONGRETE E)(TEt.JD5 AEWv'e. GiRAOIt.JGi.
.. iTA T " ""OJIU;T DESIGNATION lYE A "
Maa, ..... ALASKAIRS-RRS-M-OOOS (52) I 1987
< ......... "" ... u ........... ,_ . SIImIu. If." -, -.
SIGNING NOTES
1. WORK AND MATERIALS NOT SPECIFICALLY REFERRED TO UNDER A BID ITEM SHALL BE INCIDENTAL TO OTHER PAY ITEMS AND SHALL REQUIRE NO ADDITIONAL COMPENSATION. .
2. LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLING POSTS. (SEE SECTION 107-1.16 OF STANDARD SPECIFICATIONS).
3. DISTANCES ARE FROM CENTERLINE TO NEAR EDGE OF SIGN.
4. SIGN LOCATIONS ARE APPROXIMATE AND MAY REQUIRE ADJUSTMENT BY THE ENGINEER.
5. EXISTING SIGNS SHALL BE MAINTAINED BY CONTRACTOR UNTIL NEW SIGNS ARE INSTALLED. THE CONTRACTOR'S OPERATION SHALL AT NO TIME LEAVE DUPLICATE OR CONFLICTING SIGNING.
6. ALL P.S.T. SIGN POST INSTALLATIONS SHALL USE THE SLEEVE TYPE CONCRETE FOUNDATION AS DETAILED ON STANDARD DRAWING S-30.01.
7. ALL POSTS SHALL BE 2-1/2 INCH PERFORATED STEEL TUBING (PT) UNLESS NOTED OTHERWISE.
8. SIGN MOUNTING HEIGHT SHALL BE 7 FEET.
9. SIGN POST LENGTHS SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR. ALL POSTS AND HARDWARE SHALL BE INCIDENTAL TO ITEM 615(1) •
10.
II.
12.
13.
MULTIPLE POST SIGNS INSTALLED IN AREAS OF SIDEWALKS MAY REQUIRE ADJUSTMENT TO POST SPACING.
EXISTING PROJECT SIGNS AND POSTS SHALL BE REMOVED AS DIRECTED BY THE ENGINEER. THE SIGNS SHALL BE SEPARATED FROM THEIR POSTS AND DELIVERED TO THE HIGHWAY MAINTENANCE YARD. THE REMOVAL AND SALVAGE OF THESE SIGNS SHALL NOT BE PAID FOR BUT SHALL BE CONSIDERED INCIDENTAL TO ITEM 615(1).
ALL REGULATORY AND W1-8 (CHEVRON) SIGNS SHALL USE TYPE lII-A ENCAPSULATED LENS (HIGH-INTENSITY) REFLECTIVE SHEETING. EXCEPT PEDESTRIAN PUSH BUTTON SIGNS.
LEGENDS AND BORDERS ON ALL GREEN AND WHITE SIGNS EXCEPT 03-1 SIGNS SHALL BE TYPE III-A ENCAPSULATED LENS (HIGH-INTENSITY) REFLECTIVE SHEETING ON TYPE II (MEDIUM. INTENSITY) REFLECTIVE SHEETING.
14. THE D3-1 SIGN BRACKETS AND POST CAPS SHOWN ON STANDARD DRAWING S-20.00 SHALL PROVIDE A BLADE SLOT NOT LESS THAN 5 INCHES LONG.
15. ALL 03-1 SIGNS SHALL HAVE THE MESSAGE ON BOTH SIDES OF THE PLATE AND BE MOUNTED SUCH THAT NEITHER LEGEND IS OBSTRUCTED. THE MEASUREMENT FOR PAYMENT SHALL BE THE SQUARE FEET OF SIGN FOR ONE SIDE ONLY. THE REFLECTIVE SHEETING SHALL BE TYPE II (t.:1EDJUM INTENSITY) REFLECTIVE SHEETING.. .,
16. THE 03-1 SIGNS SHALL USE A 4 INCH UC-3 INCH UC SERIES MC" LETTERS. THE LETTERS SIZE AND SERIES FOR OTHER SIGNS ARE NOTED ON THE SUMMARY SHEETS.
17. WHEN TWO 03-1 SIGNS ARE TO BE LOCATED ON THE SAME POST. THE LONGEST PANEL SHALL BE INSTALLED IN THE LOWER POSITION.
18. ALL SIGNS SHALL HAVE A MINIMUM GAUGE OF 0.080 INCHES UNLESS OTHERWISE NOTED.
19. SIGN IS FRAMED, HAS SERIES E8 "UC/6" LC LETTERS, AND SIGN GAUGE OF 0.125".
. . t,",
............ .... --. NO.
15
":'c~.\~
IHIITI
118
.. -....
•
•
~
... , ~ ......
,
• .. J:~
ADDENDUM NO.1 .. ,
A IT ACHMENT NO.2
SUMMARY OF QUANTITIES
STATE PROJECT DESIGNATION lYE A R 'MIIT
NO •
ALASKAIRS-RR5-M-ooosC5z)1/8871 16
7
AS-IUa, ...... hPULtI. . fl/i- --~. 17(/f!.
-,
TOTAL IMIITI
fl8
ITEM NO. ITEM UNIT QUA NT. 1 NliO(}A/T .£rart Aio. ITEM UNIT 'QUANt. 'AI/IIUN'r11 IrcM .Alt'. ITEM UNIT IQUANT rJ1mdllff-t
'109(1) ,Petl"oleum Adjus tment I Cont. Sum I All Req' dJf ~,q~7.I31/09h) I Claim 5eftleme.ni IJr. 1?esisftvi4725fin3 (est: (,y No~ 2./) 1 J. S. 10tJ~ It :~,7(f.d<l AL TERN A TE "A" 109(2J DBE 8. WBE Adjustments Cont. Sum , All ReQ'dr-iO.os,.gfIl1o't(i) 'jeqvence Atliuslmenf (E5fh/EWO>#S<f) i5. 100"7" I ~,_.8) 110(2) Mobilization and Demobilization Lump Sum All Req'd!/40.00,,:td;06(1) Beam Type Guard Rail - Type 1 Post I Linear Foot I 't,j7s:01%~.ooll Noyes Slough Concrete Arch Bridge
. 1l1(1) Temporary Erosion 8. Pollution Control" Cont. Sum All ReQ'd '1i0l:,,07(3) 6-' Chain Link Fence Linear Foot, .,'1,7f1:L.O. fil),fOl 203(SB-f) Borrow, Type A (Select Material) Ton 4340lT I 112(1) Training Program Man Hour 5000 . .:'''1I1QlI:,,07(3B) Safety Fence Linear Foot 298 17.$(~ 206(1A) Excavation for Structures Lump Sum All Req'd I
, 114( 1) 1 Construction Surveying by Contractor 1 Lump Sum i AlLReq'il I05:oooJI607(S) 'Drive Gate , Each ' , Ii, 3 I ¥,:{a:I·¢IISOl(1A) I Class A Concrete , Lump Sum 1 All Req'd 114(2) Three Person Survey Party Hour :l.'U,q lj:.526l. 07(7) Opticom Activated Emergency Gate- - Lump sum All Re'l~. i;~.011 SOl(7) Precast Concrete, Arch Panel, Each 111 115(1) Traffic Maintenance Lump Sum All Req'd IIi.m.()() 609(1) Curb, Type Portable Linear Foot 1097 8,776.00 SOl(8) Precast Concrete, Headwalls . Each 4 115(2) I Traffic Control I Lump Sum ,I All Req'd 1 lo//lfII.JI609(2) I Curb & Gutter - Type Standard I Linear Foot I 7,t/t5.€J 18'?8o<7·.lo11501(9) I Precast Concrete, Winqwalls I Each 4
115(3) I Permanent Construction Signing.;. 1 Lump Sum 1 AII.Beq'd /0,0000011115 (f) 'Portable. Gmc.reTe Barr/eN (E~"yCWO""'.;('f) '/'.F. :3n.s-13,1'!7.S"oIlS03(lA) 1 Reinforcing Steel 1 Lump Sum 1 All Rea'd 115(4) I Traffic Control Devices· I ConI. Sum. I All Req'd 1 ~7.NHoI1613(2) I Culvert Marker Posts 'Each 46 1~70./X)I~OS(7A) I Cast-in-Place Concrete Pi.les - Furnished 1 Linear Foot I i, 1896 115(5) I Flagging 1 Man Hour I 1,(,73.75' j "irooa.sdl/I5'(/2.) 'Re/ocatol7<Ji'termaneIifCondr. 5i9I1s{EWC/r;l0) 'L.S. Id"{}"lo 13kJ.~IIS05(8A) 1 Cast-in-Place Concrete Piles - Driven I Each 26 115110A) Detour "AD" Line I Lump Sum I All Req'd 1 ao.oooJI614(S) 'Survey Monument & Case , Each 1 10 I ",,9«1. otlllS 07(lA) 1 Metal Bridge Railing I Linear Foot I 64 115110B). I Detour "Mainline" , I Lump Sum I All Req'd I 1,(s,¢I'a'i11 lit. (7) r{,frn/~h".l1ain14tY{£7ec1: Wei9h. qui,P. (EWtJ#g) 'each. :L 1.:I.?,.>'/r.",IIS07(4A) I Metal Combination Bridge Railing 1 Linear Foot I 64 115(11) I Bonus Payment .J ConI. Sum 1 All Beq'd l~h,ooo·ooI~lS( 1) TStandard Sign I Square Foot ().tI".~ 131,~.""1609(2) 1 Curb 8. Gutter - Type Standard I Linear Foot "'t/~5.(, BU:lZ:ltt
, 116(J) I Furnishing 8. Maintaining Field Office 1 ,Lump Sum I All Req'd 1~~.aJI161S (6) 1 Ba rri cades 1 Each 1 (f) 0 1 ¥,gQtl.o41 c.~o (11/) I :Ll1fs1a!I?G' eel! (~·wo tF6o) I L. S. Itm%1 tO~1.tm I 116(2) Furnishing 8. Maintainirpg Field Laboratory Lump Sum All Req'd 5.Oi)rJOO "15(5) Guide Markers Eac.h 76 30<10.001 HOPe' rmlnrdtbrJ (nPedMtal cWO /... 5. ~~ I 116(3) Furnishing 8. Maintaining Curing Shed Lump Sum All Req'd _ :1,000.0<: 618 (3) Seed i ng Pound '. ~'1'.:3 (IJ...", .1 11 RI\II1 T~ "R" .. ,_'a.gO
.20I{2B) I Clearinq 8. 'Grubbing , Lump Sum '~AII 8eq'd.] ~~5,OOO.OO~ m:l.(~) 5.73.5. ;::at/MaTton ,.Vebl"/s 1{emoval (EWO;l<.<) L. 5. ItJO% [ 5'oO,~11 _Noyes Slough Concrete Bulb - Tee Bridge J 202(1) I Removal of Structures 8. Obstructions I Lump Sum I All Req'd 1 '/O,ooo.ooll~20(1} I Topsoil I M.S.F. j _ JO.M/I ~~3 . .1OI~06(1B) 1 Excavation for Structures , Lump Sum 'Al""r Req'd 14,tnD.dl
202(11) I Removal 01 Hazardous 'Nasle E/iL.ETlW £I.J.O·#3 1 Lump Sum I All Req'dl -0-1162S(1) Pipe Hand Rail ... _. -- r Linear Foot I 279 18,9d~IlS01(1B) I Class A Concrete 1 Lump Sum I All Req'd.l!o',IJ2IZ1,d/)1
203(3) I Unclassified Excavation I Cubic Yard 1 $'1.797 1 JJ'fffHoI1626(1) I Sewer Conduit 1 Linear Foot Lf5'lO.I~~ooIl502flC) Prestressed Concrete Structural Member7S""nl. Each 1 \ 10 1/6?,OOO.ot
203{5B) I Borrow Type A I Ton 1/,'il.{,I'''0 JJ,'iSI,;(73.J627(1) I Watering M. Gallon 1,~fCf 1 ,'..,.Ol1I1".z.(J} I Yem{'OraryInstallaTtbn otll'o:Pd' eont/t.lIl{EfdtJ<r;;.:?) t.S 1 I~'%' 17tf7-d"lJ
301(1) Crushed ,Aqareaate Base Course Ton~4. 931,t/' 34UIf' .• 628(2) 8 Inch Ductile Iron Water Conduit , Linear Foot 7/5.5 39,ls'.7.so S03(1B) Reinforcinq Steel Lump Sum All Req'd lP,ooo.oo 401(J) Asphalt COncrete Type II . Ton._ 1¥.5'iZ.i . 652.~.~ :lO~{I:z.) 1?e""ova./of SBS Pavement (EWOII"Ii?) - - l L.S. 1t11J~ 77S:t1O SOS(7B) Cast-in-Place Concrete Piles - Furnished. Linear F.oot /,073.Q ~,5'5'l.'Io 403(1) ~ Prime Coal I Ton 65.2.0 I ,q,578'001628(4) I Install Valve Box lEach 2 . 1 1,'100.0011505 (8B) Cast-in-Place Concrete Piles - Driven I -Each 1201,4,000.0: 408(1) Asphalt-Rubber Concrete Ton 74(')·5'1 9q~ W(!.<.J:1..tf) 24lnch Steel Bored Pipe Sleeve Linear Foot 31//.0 fS;:/5Q.t1l S07(1B) Metal Br'idge Railing , Linear Foot r.7S.s;'1-15.00J 408(2) Rubberized Asphalt-Rubber Concrete Ton 1'-1;.63 ';j'f,J~h.08 C,1.i'(t:l-30) ;30 Inch Steel 80red Pipe Sleeve {EW'OiF~) LineaY Foot -O~ -0 - S07(4B) Metal Combination Bridge Railing Linear Foot '7S f1,ooo ... tJi. 1
409(1) I Rubberized Asphalt Concrete 1 Ton 310 1 (~54o.tcI638(1) 'Geotextile for Separation Square Yard :17,710 1.17,7,P.4i1l1b"10(r) ?o/rireJ7"ra!'IVc.marhi?rfs(Esf:6yEl<KJ*31,1fl«iby(!O-:lf,;(t)) I L·~ I 1t0~ 18~O.lO.,* 410(1) I AsphaH-L~tex Concrete Ton ~13.;;J.. JHl/O.t// 'fo/ (7) 115/J/,alt Cement M-vS/mt!llf (CWO,!;/f15 Ton :33·'7 7,~.~JI ,,-"10((0) 1 57_ 25~ (EtL-OiI'53) I L5 _. . .. 1 M'lo i 7S'O.a;:
411 (I) Asphalt-Rubber Stress Absorbing Membrane (SAM) Square Yar,d 7, ~7'1 30,,"'''.!!:. 640(1) Concrete Medi an Barrier . Li near Foot 't,'S(}q.5~.:I"'oo 501 (I) I Class A Concrete I Lump Sum 1 All Rea'd I 'fa.s;~·ooIl L!d'l{II-) '/1spha/t Sur/ace -R~ir (EWO II' 4'-9) L. s. 100% J;.S;Jw.521 502(111) Prestressed Concrete Structural Members-(sa'(O~ 7o~tf6f).olJ 660(1) Tra ffi c Si gna 1 Sys tern Complete Lump Sum All Req' d 7S;IJ(IM~ 10'1(3) Noyes5!oll,,/hEr,d"le.+!'rolUh7fep7-ir{E$Tby/;,wo":i) Zc;ch ~~'?.. SdD. 660(3) Highway Lighting System Complete Lump Sum All Req'd 37O,O()(J.(A
502.«(73) t, Prestressed Concrete Structural Members-/.:ta.'ID" E h (,,/(,dI/).1O 660(6) Traffic Count Station - Complete Lump Sum All Req'd ,,()()(J.ool 10,!(i.f) 5eu)€nuJtUer'Ai>e-5kiq/;(;usTment(£st:bfG'w'?/II"b)'fh~) t.~. I~~'?" 'l3:t'.oo '-fl/(~) -:Blotter ChIpS -/"r Sam (EW04F'3/f) L. 5- 1001'0 I,S'37~ 503(1) I Reinforcing Steel I Lump Sum I®AII Req'd 1 '0,01I1J.001661(1) I Load Centers I Each 4 A (tf, 9'00.",1
/~p bAM. rBETWEEN
t"V/iB ..s'LCli'ONS
I 505(5P) Structural Steel Pipe Piles - Furnished Linear Fool N¥'I. 'i 'Ia '",].2JJ 5Otffo) I Aloyes 5/OUIh Shea.r key".. Polytl'lhy/eng (EWO*;;'SV) I L.. 5. 100'%
~3~5
f,17'f.1l5
'10, .. 00.00
"'8 REBAI2 AM:"NtW ... -4 RE4A,e· J/I:~ Q
\ ~~~r:r-:.,!t:;~~t:lrJ #/1'" .R1t'rAC4" I 505(6P) Structural Steel Pipe Piles - Driven Each 18 :J«tJfjfJ.OO 662(1) I 4 Inchli D PE Conduit I Linear Foot
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loq(5)---~·rAsbes106 JfbtYlOva/ (cst6yE-WO#/t) L. s. loo'f" /~sff.QO~ 501(i,) I1l7Chor :BlocA-s ctT Hainline- (EM?""S.z) L.5. /OO~ .3dt31{1cv
Cast-in-Place Concrete Bridge, Railing 1- L' F t 578 -Purch Pt.. Piles (cST by £I"'/~""/6) L. F . mear 00 at Geist Road Overhead "ER" L/IVE Ch'£V1it7I1/.:5 (cwo K¥3) L- 5.
'13,:/(1.21 7115".5' 507(5)
10() '1.. &9500
511(1) I Reinforced Embankment Retaininq Wall Square Foot I 19.'lJS4.0 1 '-'I4.8'Woo~ (,Ot{-(fl) 1 Relocafe DropInle:t #15 (EWOIT/7) Ls. /00 "?,; /,6'3'100
603(22-12) I 12 Inch Pipe 1 Linear Foot 34'10 1 5',~/g.oo~ &'Ol/(q) 1 Add/j;ona!Wor/( a:fDrop.Lnld<#!)GWo*Sl?) I' L.$ .. , /OO~ ,1111"'.00
603(22-18) I 18 Inch Pipe 1 Linear Foot tJ)3 I :1' 5",0 ~ I Y7. 9SiJ.001 ~2f('1Il) Wale,. Service, Disamnec:f (EWO tF30) :'.: I ! L. S. 100'% '190.00
603(22-24) I 24 Inch Pipe Unear Foot gll, 7/~,() "17,4117.001 "110(2.) ;f'emove ,..S-t'oc.l;'plle mediaJ? :B4rrlerS (EWO "'547) L. S. /00'% t,:u.oo 603(22-30) I 30 Inch Pipe Linear Foot 1&)1,698.0 Q/, .. 9.l.ool 1.",0(9) I 1?eloca/e. Junction 13o/( ~Sl (EWOIf"32.) L. S. IOO~() L530.00
603(22-36) I 36 Inch Pipe I Linear Foot 630.0 1 33,3'1O.oJ ""'o..it.o) I College.. !food U9hfinq Jikmoval /EWOIf" 36) L. S· /00 '7e. I.? '!rO.~ 603(30~24) 24 Inch lene Pi e Linear Foot 187.0 e/~ it' hlR>leiIF~ (El./O~51) L.S. 100'9" li~qrS:OOII 604(2) Sanitary Sewer Manhole Each 2 At(jttffmenf 10 rra/I't'c.. 5,,,,,.,./ System (EWOfFS7) /...5. 100 ?"-ltl9/,.O()
604(5) I Inlets I Each I~ 1S;7s0.0~670(6) I Thermoplastic Pavement Markings 1 Lump Sum 1 All Req'dl/""noO/) 10 '! {'-J I :Dblky Il-!Jvsiment./'o,. J=}"k Ilnalyzer(Fsrb,B/tJ #/~' L. s. 'joo'fo 1,S1~.~ C.C.O(/3) ''Relocate eKisfinq 1?1J1t. (EWO~59) L. S. I~ '?, 1/(1'/,'1.2.
, Does not include bedding material for
sewer and water lines (estimated 310 ton). Includes 34,310 tons for reinforced backfill.
Includes 465 ft. for, Cit!! r-e1u/red uN/ity sleeves.
See Bridge Plans Summary for estimated quantity. c
@
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Includes 1370· for City required util ity sleeves.
Includes 1 Count Station.
For estimate purposes, there are about 32 acres of clearing.
Includes quantity for barricade boards mounted on radio controlled gate.
X a,£A/eAH~£
,Pt'RTA8LE CI/R B
(~ iJ
----..I9I'HAlT PAVEMFNr
IJETAIL
~""" ~-.. fi, OF '''\\ :,,~ ........ ~\h , t:;:J ••• * .. U'...!~~ '*. -.:-,- ., f.J-49TH ... .,. ,
~/~'.--;)~* ~ .... ~.. ::=: I ,.:.,... \&1m -.-\ .tOlD JON :
, ... CE46OI l
~ -.,"',., ® Includes 255' for "AD" line detour . ® Includes liS S I T"r C/f!j yegu/red uf///'9 sleeves.
,
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EARTHWORK SUMMARY
BORROW !301?1?0W BASE SECTION EXCAVATION WASTE TYPE B TYPE A COURSE (CY) (eY)
(TON) (TON) (TON)
MAINLINE: Sf.. "L" 2 r6l.l7 fo 53,080 4152 372,266 113,718 14,248
Stil. "L" 46 r 77
MAINLINE: st.. "L" 46 r 77 to 27,562 /5, 890 506, /56 /97, 116 16,590
StD. ilL " 108r58.20
"A" L/NE /692 /692 53,6/4 51,546 2687
'f" LINE 1770 1770 370 3644 377
"AD" LINE /059 500 10,868 2652 8/8
"BP" LINE -0- -0- 32,860 520 -0-
"R" LIAfE '379 379 .53,902 3772 1109
"AI-Af, " LINE 785 785 344 3/6 876
UTILITY POLE EMfJANKMENT - {}- -0- -0- 20,()()0 -0-
''L ".53 "00 to'£: "60.,.()()
"IF" Line -0- -0- -0- g()O /68
TOTAL 86,327 25, 168 1-030, 380~ ~94,O84 36,873
Totol = /'422,2'4-"* Nole: Tolal includes 2~800 ton BorroW', 7ype B, to be used on sides/~pes as ~eddinY' fiJr seeo'il7j1_
EMBANKMENT EQUATION: Embonkment = [(ucovofion -wosfe) x slJrink orswell] f Borrow Iype A -r 8orrow fype B
,
ASPHALT CONC/?ETE
TYPE ]I (rON)
6183
.5/23
894
-0-
324
.50
407
284
-0-
-O-
13,265
STAT~ ~~OJ!C,!, ~!!!eNATtC!'! y!!!\!! SijIi:E"!' 1 TOTAL ...... , ...... NO • .. ... -.-;-:
GClI£)E M4/(/(E/? I?E,rLECT(),I(S ALASKA RS-RRS-M-OOOS(52) 1987 17 1/8 _nu, ,,~O - 1101'1: ~/" Itt,
( /"/ex//;/e /Je/lnea/Q,fs) ;"
TYPE COL O,f /~tJIYT COL OJ( tJAel( II
LJEL/;V£4Ta..f SY/Wt80L {(iV/DE MARKER)
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...........
@ WIJile /lone .
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........... @ Ye//ow #one
@ Ye//ow Yel/ow
@ While Red
@ YI'//ow I(ed
I *" BACK = fhe wro/7j way diredion.
GU/O£ N/,4/f I( £,{J cSt/MM4,/(Y r /"/e,Y//;/e LJe/lilealorJ')
PAGE NARI(£R TY,I)E Otf.AIVT/TY PAGE IVO .,4 /J C 0 £ ,&" TOTAL
18 /. 2 - - - - 6
/9 - 9 I - ! - - - 9
20 ~ 2 - - 2 - .f-
21 - - 2 - .5 4- II
22 - - I- - 5 2 II
23 - 2 .5 - ~ - 1/
2¢ ,...,
'" - - - -'" l5-26 #/.4 #/.4 #/.4 #/.4 #/.4 #/A #1..4
27 ,..., - '" - .2 .2 -I-
28 - i - - 2 - 0
19 -37 #/.4 -0/.4 #/.4 #/.4 #/A AlIA #/A tMI~,
;~)!!~ 38 ,..., - - - .5 .5 It)
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39-43 AI/A AI/A !Y/A N/A ,.vIA #/.4 -~~ 'fl Tolal 4- 23 1/ - 25 /3 '16 ~~ • .::JJ
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• T AT I I '.O~ICT DIII •• ATIO. I T I A.
• ... 1' ..... ®See sheet 1148 TOY 7h,,"ie Be.am conned/on detdi/ tilt
the bdtl!le yail -terminals.
A LAS I< AI RS-RRS-M-OOOS(52) I 1987
~A' ~I >r; IM!. "tTl-. ) . t.. " )-..:
ti 3 Cons/rllct the approach with the same types of material and to the same depths
as the roadway. (See General Note#B) ~ Cl
(Exi5tin" Bridqe) NOI027'14"E
SecTiol7 corl7er. (section line, See 5heel Alo. 22 /Or Tie 10 prCV'ecl sla//eJ/?ing_
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"£"2+62.15 -20'Lf, /8()'/J1: E>esin Access Control
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* (End 01' EXi.:sfiny Bridge)
BASIS OF HORIZONTAL CONTROL: Alaska State Plane Coordinate System (See Sheet 22)
BASIS OF VERTICAL CONTROL: 8M XX-12, Elev. 444.27.' Brass cap in Railroad Bridge Wingwall at College Rd and II linois Sf.
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~':-r- rofJ/ ~, - -- - \\ I, :"Jfl\' FUTURE
4" White SkiP!!}) ~,;~, G 4" Solid White @ ~ 1'60 ~ ~ ~ -- -- 1\ • .,fJ}oIr Fff?!J=~t\ \ \ -- --
---. ./ I ././"01( H17r(}3.15 I?c.
I
, _5~!1~'(\; B"sJlidWhite@ H"il' I~ I - - ... __ • ..' 1:.9'1'1
- - --
• • • • I. • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
f-_______________________ I</w J I -" ''''-~
I
£JrTRR ?/IVa¥CNT 7'j>EMOV/lL c.w·o. "'I.f'
7-t-31.c37~
"-----o/w It A cces oS Con fro / Line
III
'" ~ ~~ ~ ~ ~ ~ ~ ~
I\) \ ...... ~ ~ ~ .~
~ ~ ~ .~ " ~ , '\J ;-JI:()
JVncfiol'7 .Bo;r. IV'vmber
See .J'J/eef 5"1 for L'o/Jo"t//Is, , CO/'1dl/Cror l' JV/1cr;<VJ BO)f
,1tQ:f /Vt//17pered On This .f'heel
([) Remove £xistiry LeFt Turn "Onl,/ tf. ':4rrows".
¢ Acces s Control Line
® "Ot" Futl.lre Construction rt: " q Load C'e/'1ler 'N - .J'ee Sheef_
® "0" Future Construction fi
® "OR H Future Construction f
/Or L4~d Ce/'1hr ,tJt2'/~i/s .
@ /2. 415'(ruture Construction)
® See appropriate Stafldard Drawing T·20.00, T·21.0f, T-22.01
CD Begin Painted Striping
® ®
Painted Striping
This fran5iflon length is for inTormatlon ':.,.,.. ,_-"
"L" 25+56.17 p.£ Ll = 89"50'00" o = 6"00' Nt T .. 954.37' Ii' .. 954.93' t. '" /499.44'
"N" 12+DO~50' Rt.
- - - ...... -~.-__ , .-l!! fJ'o, ~
4;)"" alf.· ~ It) ~ 0 .;: ,'/.. Ol I
• ttl
'@ :I-.: ~ It) .Q
--.;
III ~ ~ ~ ~ I "§ ~ ~
•
" 11+12./9-50'
~ :XJ', U \ oj- I...JV I =k ~I '£?L Z6.;- /8. 14 p.£. I, I. I I I Ll = 9Zo 42' 13"
o = rOO'Rt: Ii''' 8/8.5/' T = 858.07' L = 1324. ' S = (). (}6 Prt TL • 2Z(}'(P.C)®; 270'(RT.)
only. ConsTrucT 1M superelevlfion \\;t:::; ... : ~J frdnsifion according 10 file e/evt'Kfio/1s sholf/n, ~.. .;.,
I., vs .. _'" , c.o. ~ N /,t,.f-oo.UO -r-: u. I. =:. I ..
"". / ... 97. 77 P. 0, 7.(~$-1Jt,!/.£r7+rO:TEt:.r
\ '.
\~(.;S-. ,,', '0/
\. "N"12 +00 ~50Lt.
'- Beain [email protected]
..A-~<$.p
"0" 25+89.17 PI. Ll «91°06'56" 0= 6"45'RI R = 848.83' L <: /349.86' T = 865.52"
-s '1..;:: t\)
~
TL = Transition
?AveNEA// T'flICkA/cSS <:.3 ,.,
" OR" 25" .59.95 Po I. L1 = 89°49'26" o = 6"4{)'/(t. R : 859.44' L=/34736' T = 8.56.80' S : O.06Yl"t
TL = 135'?T TL = 110' ?C.®
I
•
•
•
•
,
• -..
•
.. ~
I
"-~
~.-,
dDoroDriote St(Jl?dtJnJ'tJrDiVhlos . }"-zo.oo, r-2I.OI, T-22.01 . \........ ---....-'\ \ ..... ~ f '-
STATI ,,"o~iC:T Dla' •• AT'O. YIAII ••• 1' - TO'" ..
•• 11"
.---l
"'<iljjJ:&.~'fv.z-'if¢1$! "" , cO J;: w: O. '" / .z::>E L Z:O"r
. IJ . G n:. G G . o a -\.
~ . , O· . ,
® Junclion !3ox Number
..c '-l +~
~
~ \ A \, \ 1987 21 //B Future R/W~ ......-1\ \ \ ~ ~ '-',- \', tLA;:AIR~~R~~-M-000S(52} I .--'-.
/.............. \ \ \ \ ''-, '--__ ___ ~ £. ___ / Irq;;:;;;;;: I F ."it 11 ~ \ \ + f\ \ 1'lk~ ______ -1 ...... T ......
\ \ \ I '1
Mr:."N·Vte!J.- DELeTE.D e.4/.O -#0/ ~ \ ' J 0 v;'----- ~ ~ - ·0 ..
~ , '\ ~~+ / rJ.;-- ..... - ..... ~ tJC!!,--- ~ -!llNTULS' ;~II ... , ~ "\ ~'j, / _..... ~ 51'(
~ \.)\,', ~-~ ~ ~ ..... ~ ~ --------- ..... -..... ----- cofl ;"""-------- - ,,~ ., .- ~ ------ ---~ ---- e:::------.-- " - - - - ) ------ ..... ~ ..... ~ ..... " t.../" j)tl.A~ ~ "Q " 2 J 00 3 '- .riofl~ -..... l' ,k_________ ,,( ~
~ 'L +. / P. I. - 20.00' Lt. of' '- ___ r(JlY--"'" 0 ~.....:------ "Og...-~ NO" Z/+ 00,00 ROT. CO fly "'~ c::-
~ End Lef't Lanes. Trdnsirion I _________ -r1A(~ .ofl)../" 1,~t:~ ~ (Future Ccmstruction) ~ " (~ t(LlCty "V
~ "Oy 02(15~' r-!
..... @ ~. 'Ol"~ -.-;::::-()-,27 ~ .. ,o5~ -.:::::. @
70!TIill7:#ffl>~ -; oP 'f'1' 9 - " ~ ~ . ..... ' ::'::\$f.{'~.".:".... ~ ',....c- 1/ ''0'' f V;;)
~~liiii!f!i!'fi!?'Y:~_ ~"'_~~~-;; =-~~~~~-~=~=- -~---~~-- --'C4;=---- v,o~~~ _ __ ~ ~ ..... ~ ..... :::::: _____ ..... ,r:e:' _ ~ Solid Whi· 0 - - - - --__ f ..... ~ _ ../" ,e - -' - -
...... CD _ _ .---: __ .___ - -B' ,r 4" White Sk~ 0 - - - - - - - - - -- -- ----- -.- --d ..... White~/ - ~~- ..... ~-/ 20 --~ _ ;;;?'" "0. "Line 4' - ---~ . !J) -- - - .,
• "'"". SI<.p' - 4" -.J .~-=-____ .::- ::...--::::: 4" SOlid CD "(~... ~ - ---- -- Solid Yell 0 r "'~ II"'" <", '--- lOW , ~-. ---------- ~ .-_ __- ____ 1
..... ..... ~ ~ --?
-- -----?' ~"s ~
-:---
.::::::.. .......... /' __ ' '\J'" ....- finN 19r
SOlid YeIIOVl
----~
__ -- -- -"0" -- ~~"-'=::'=,----.~ ./ "O"I?O
Line EO
'z" Line
~ ----------
----
---- ----Z -----
-------- ~ ::=-"0" f {o9
-------- ---- -----, ~.-~---- "0"1'22
e" White Skip0
4 "Solid -. . . .,. . . . . . . . . . .., . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . " ...... . . . - . " . . .
"OL" 26"'/8.14 PI L1 = 92" 42' /3" o = 7"00'!?t: R = 8/8.5/' T = 858.07 L = /324-5 " .06Yft. TL = 220' (PC) TL = 270' (PT.)
R/W ¢ AcceS-8 LOn!
''tJ'' 25 -r89.17 ?.l L1 = 9/"06'56" o '" 6 <> 45' !?t. R = 848.85' L '" /349.86' T = 865.52'
"OJ?" Z5 f 59 .. 95 ?£ L1" 89"49' 26" o '" 6" 40' Rt R = 859.44' L = /347.36' T" 856.80' 5 = .06Yff. TL= 135 '(PC) TL= 270' (pT.)
". . . . . . . . . '. . . ...
ilL" Z5+56.17P.I L1 = 89"58'00" o : 6"00' Rt T = 954.37' R = 954.93' L = 1499.44'
. . . . . . . ..
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"p" I +56.3+ p.1. LJ= 3'1-21'(J9" 0=17°00'06" R= 337'.00' L= 23-Z.0S' T=/20.g~'
" Z4 "'89.27, 2. 9"~ IrT c.o. ~ \ Sect-ion Corner \ I"V"?+67.
Match Existing Road \
\
~ (j)' Sftt.....,iljWIGN SIomI6itJ Dro .. ing T-2QOO, T-2101, T-22.01. ............
~ ® ConsfnJct on approximately eo'long, flat grode, V-style drainage
dtfch at 11/2'1 slopes. This work shall be paId for under pay item 203(3) Unclassified Excavation.
ALASI( ~
~ Painted Striping
~ ~\S' ~o ,,<s,
.s: ~o __
< ~ ~
~C' ..,,,, ..s'c IIImIu; 14'" . -
o?,..>< ". ""'0/ ---....
.. = _a7'7~
. •
-Gravel Pit
U~l I: \
" 0" 2 5 -f-<S9./ 7 PI. ~ "9/"06'56" D" 6" 45' Rt. R" 84B.C33' L = 1349.t!J6' T = 865.52'
"OR" Ll " D = R = L =
25.;.59.95 PI 89" 49' 26"
~ ,
~ ~ ~
! /
/ 'I \ T = S = TL =
6" 40' 859.44' /347.36' 856.80
.06 ytt
~ ~ ~ ~
/ I I . / 80~!
Futute '~ I I //0 '(PC.) /3S'(PT) Construction~ I ® . ~ I:
_- _----------- _. ........... ...... ...... .... I I -- -- ....... '- / _- 6 ........... '- • @_~ ___ /J II ~
TL=
/rl ~
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\ \ \ I \ \ I \
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RS-RRS-M-000S(52) 1/981
, I
-
-- - -- "- -- "- - "- -- -- - "-
\ ~ . :::;;;:; (3 ~W \ /(j~ . . . . . . . . . . /' ~" 'fe"()'11 ~. , , ~,~ '>4"SoIid WhiltJ0
. . . .4 / \ /" \ "-' "
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® Ju.nction Box Number
~ \ \\.r... ~ ~'-~ / (j).J / \ . \
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CD \ Sl<iP \
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YellOW -
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"q" 26+/11.14 P£ L1 = 9Z"42'/3" D = 7°00 Rt R = 8/8S/' T;: 858.07' L = /324. 34' S = .06 Yft. TL = 220'(PC.) TL:.' 270'(PTJ
4/1Solld Yel1ow0
~ $. I'T<})' V
, ~
~115 @ @ "- /'0''''01-
/ 7
" Solid YeI/ouAU
/I Solid Whife0
----/ I _ ..... /'
-- -< / ...... \ /' " \ / /' \
/ /\ \ \ /' / \ \
/ / \ \
/' / \ \ \ /' /' /' /' \ \ \
/' /' \ \ \ /' /' \ \ \
,-
/' /' \ \ \ / /' \ \ \
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---
"L " L/ne
------- ----
"L" 25-1-56.17 PI LI = 89"'.58' 00" o = 6 D 00' /(1. T = 954.37' R = 954.93' L = /499.44'
4'
27_ ...
@ I :::/"0# -1-69
12'
+ 12'
- --------
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o .lee approjJri"te Sitilld;/"d ~rtlll//i7p T-t?tJ.OO, T-t?/.tJ/, T-2.?tJI. "---- Nole-: I'?/JV 1//77/15 eKrend /Jeyo/)d rills sheet. See A7W,oI,/1$.
., STATE ~, ....... I'ROaCT ..... JUlTIO .. TEA"
SHEET TOTAL
NO. IHII'I
® Ai/aled .fIlip//)9 Q) Coacrele !Weq'itia Ii"rri,r =
'----._. .----.--,..--,-- - --T-- T I
Power Lille lJetJi/ / ./'
_p ",~~: (RedUCed! SCi/ie) ALA.KAIRS-RRS-M~OOOS(52) 1/987 23 JI8
---
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c 7",u;;'-~/;;"'I'""... -=Y-c;;,. ~:;~ ;':", ~5'". -.;,' -,::-_-, '--o-~, :-_-_-_-_L:-::- _ _ _ _____ __ ____ ".'." C""'-";Ii;;'-(;'~;';; ... ... "tJ"Z9+4-9.1B ~~~~~------~------~--
Access Con""-"I L /;;; :7 Begin it. lanes slIper transilion (+.06) ... ----
n'th , , . r i.,. 0;;~C!--___ _ ________________ - ____________ _ 7uture -ConsiriicilM __ -- -- --- --- -- -- -
- - ...... ' .... ~.-..l --------- - -
- - --- - - - - - - - - -- . ......,.--. ----....-----:::;"....;. - - - - - - - -8' &kt" P,lh --------- _____________ -_::::.:::::.:-::_ -----;;:~'/J;--- @@"0"-f-00-S.9./Sif.!"0"rOO-S7.?2'1.t -- -- --- ---
-;:,--r 8' Bike Pt1t f V-rytch- .. /HO·"~O ___ "0"96 Elev.41-/.0.9 1 Elev; ¢4.J.2? t ~ v' "!'-. .~ T H~', "" _~"-'C" ,/ r
h • ro'tl --=-="'-__ . -- \ __ :;:'"0 ru~ ,- L;(Y~e 01 PtlyemeAi' ~ ~ ;;,~ v?.J.9:~v _. ~ aev 'HJ . .J.J J
,I£) 8' "0"" 00 .U./,5' it: /r "0";,-00- f.2.?2'/.l /I'
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-\-
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_--- ------ 4- C.o"'2.. CJ>.'.2 + L--- "While S/(ip (f) 131<. "0,,"30,.11-1-.40 PT.-/O'.oJ'U.of ool' .JI+17-39P.O]-/J' . .f-t'L.t.tlT 12' .~ 4- - "0".30+.3.9.18 PoO.C. 1 I "0"JO!-7.J.S/ PoT. :81(
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8eg/i7 -1/1 fJoulJle Yel/ow 0 ® .
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I "0" 30 + 73.,5/ PT :S/{; £~e Of 'pi/Yemeni -/I-r<lfure ConSTr<lcrion f~ "O"30+71.2~ AH r-"~ S 8?02.5'J'OHE - ?~g','~.(1"J! 1-'-_--L:.'_ I __
I I I _ I JO ~. @ " _. (C) JI
/' "0" 00 7· (1 '"0 _ ---------------+~--~~~--~~----------~~~~£,~~e~of~p.Yemenl 32 -----~
- " ' " -\ 30 I ' , p" :::~" • " . _ ,0 .Llm'
, fiR' "". q.2"i' AN" '"~.'2 ,f
v- j)ilch t _
29 _ ICl _ -I H £)ou/J/e Yellow 0 ®
.. _ \ "" 'OR' }0,50.5/ "T. " 'Z' '0, /;.....J
. '0' JO,7773 - lo.",·!?t + 12'
--.~
4/~ ---- --- ~
~
white 4-" ff'
.------ e -.;::::::>. d ~/~II S~ /' t-.._____ ~ i
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------ EtiQe of Pilvemenl I
8'
~ +- +--n---u_u ___ ._f_nuuu ___ n__ J ~ _ '0' 3/.25.2/ I I '," 3/-01.24 ;;T~ ------ - __ n _____ m _____ -------------------------, ~ ~ ~
'0' '9,90.,1 tNMi"on ( •. 06) End Rf. lane5 5"per t"n,ifion (-.02) "',00 -------, - _n--- c:::::~~~-cc::: ""cc"--------,- !H '" , -0."0/17 Rt. IgneS slIper -- - - - -- ------------~::::::::::::::::--:::------~------ : ! ~ V'J - ~, -------- -------!' ' ~ • ...__--- __ ---------}::::r.:~--.:£-------------- "sr,q" -----'- - ~ ';;
.9 11 pi ~ ____ ---- ~ ~, ------- I ~ ... n.
- 8 .. -~ --------- ---------- ~ ---------------- ~ ~ /'0" 26 + . I' • __ ::-::------ ___ ----- ------------- '': "I-"i • 6',56 ,,_---!.'_---------- ---------------- : I> "'I
t1 :; 91 0 HI. f 85" ?,j',!,f t _-~--.,....-~--<tL _._-------------- ____________________________ ',_-.:5 ~
£,0 . r _------------ I __ ------- • ---- ---------- r ~ ;-0 -IS, L - - - 7" - - . - - - - '" "
j) '" a, _---- - I _---------- -. __ ----------- I 'Ii -
8- __ - I _-- • -- ''9
- 8"8. wi _- I ------------ ------- -~"'-:--- '"' R'''''' __ - - ---- I ~ L • IH9. 86, _ _ _ : _------------ --- - ------ ...... '*,,' '" "''''c~!_"-,-,,, /," pI 1 .. 865. 5:' __ - - -- - ":6 If!!! \--------- '" .... .......... -----;;;;;.--C;;,;,;;uch'" ~
II 26 + 18. 'r -- PL" 25 f oJ' . ,/ ' • • • • " '0, t'~2'IJ' __ - • 89' 58 'tJI) : • _. ............ ........ t> Ll :: 9
7°
00, ./' _ - Ll - 6° 00' HI. \ "&£11" ~~.:,_gy:~f .. -~--- ...... " ... " .~~-
lJ • [) • c .. --- --- . - .
II • 8/8. 51 ~ ~ ~ ~ .59 . .9S 1/ • 954 ·1; , - . " ...------------" ~ L • IlZ +. 3'. • OR' 25;. ~9' 26" L • /199. r' -.Y"" o· 0 ", "...------------ '"
__ __ T :: 858,0,/1 fl Ll :; 86, +0' 1 • 95+. J C'" -" ~ -1"- {1! _ ~ • 0.06 . [). #' .~ .,._-r ~
J Z 10 ' ( p r.J II • 85.9 . , ...------------ -t- --\" --\" --I- -+ +- --I-Tt ~ Z 20 (/~C.) L • 1)41. 36, • ...-----------:. --\".--\" -t- .;--"'-t-T, • T • 656. 80 ...------------ R I" -k -\" -t- --\-.--\"-t-" O,06,/fl _______ "...1\...1\ ....\-kk -,---~--
S .. /35' (prJ _______ " --\' --\' X X ,- - ~- - • - -n II 0' (P C.J >< X J.( X X ~- - - -T I.- '" -\' X J.( I xX X !
X X ! X XX /
x-'( X ! X X I
X xX ~ Xx !
X x f xX' I Xx .,
R/t¥ X
~ .. ...
•
~
• I
~
~
~ .......
~("
t--.. ~. ~
---I I
(j) !iN appropriate Sfrllirlrlrd Drowing T-20.00, T-21.01, T-22.0/
® Painted Striping ® End Painted Striping -------- __
R/W conslruc/iOl7 ___________
\... O'pprox/ffJal'e ra//roaQ" \ p/acec/ ,6orroJ1/ ///77/ls
.T ATE ., PIIOJECT HaIHATTON' YE
AtKA -RRS-M-OOOS(S2) I 1987
SHeeT 110.
24
",OTAL
8NI."".
118 o·
easement - . " . . . . . ...... - . . . . . . . . . _ . rJ/W /) /oAl
. . . . . . . . + K K / rr ( AJ..8UB.T~ \ R/W
\
t-
· • . . . . . . . . . . . . . . . . . . . . . . . . . . . . ----------. . . . ·
\ 1 ...... '. ........ .... . . . . . . . . . . "-. . . . . . . . .
\ . . . . .. \ . . . . . . . \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
., 11111'1"', P
@ NO",t. G'::I
.... :---. -,.... .,-.. 0-. -,--
-.-......
.. ~
r
~Gravel Pit ~ \
~ ~ T
~ (
\
351
/I 0/' 41 (- 41 . .57 P. £ L\ == 24° 15' 4.5/1 o =: 4°.}0 ' 57. .5" /I
R = 126B. 74' I.. == .537. 20' 7 == 272.72' .5 '" .o61ff. TL == 270'P.C. i /81.5'PT.
x .'/- l( x
.4.5'
"\
.~ 'i
"Oil q .38 ~ .3/.00 PC. - 4 . .50' Ilt. of "0" J8 f"50.30 PO.C.
4.5\~= 4" Dou.ble ' Ye /low 0
\ ~"White Skip
(j)
E d9' ." hvemenf "~';" SoUd "hif. CD F U.. 01 "-",,,,,,I '0' '00 - SUS' Hi • seR" 38' ';0. 00 10. s' Ht. of '® \ HO"J.{.1'OO-65,/.5' ...... '.H'M ,, _____ .1------------- _________ -o-_J. __________ ~ ___________ \---- "0" .38-1+0.00 I r - \ E/ev..¢¢.J . .JZ' ____ .3 ------ S"·JfI'...M"c -"Ir7.r:1e' ~ , I'd ,.It.I'to(/\j _________ •••• u ~,., I 4" SOl yVTt C/\!J _----' L ___ ---
'roe 01' Slope _ _ ~ _________________ -.><;:) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8'-_____________ -- - - -- - - - - - - -- - - - - - - - - - __ n '\ __________________ ~ _________________ - -- - - - -- - - _1 !,Y". - : •. ·1 - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - - - - \
, "0· 00 + ~ 1/ 0 1/ '8 + 40. ()O ~ 60. 5 ' Rt
-. -.
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•
I- " " 6/.7/ ' Rt"EL 1/59.9.2 £dge of Pavement - S;'o/l./de.r " / no" .38+00-§9' Rt,. "0" 38+4000 - §Z .5" let
/". £dqe of Embankment 'tJ" 35 rOO. 30 . " ~1 B8gm Concrete. Barner B" '. ',' , !3e9m Rf lanes super- " ."1'" 5' . '" 8gm 50·/ Lane 5fnpm1 Tr4l1siflO/t
"0' 31 ,00 _ 99.0' Rt. fransdlM (-.02) 'v. ,0 .--C '" ~ , ' < ~'1-' \ ' 1---_;<_Elcv-4¢2.44-
x )( \/. y...\i )1)( (,:'?", l( l\ x )( .. )( x- x x x-- x X " )( )()i. P/i:V·...l\f···· ... ---...... . ...:...:
p.' ............ , ... ' , . . . . . . . . . . .. . .. , ......... 'D'r' ~~~~Wt' . . . I I . '0.'[ #16 . . . . .. . . . . . R!W I Access Con/rol Lille .......... ~;/ ......... R/.I'I( . ........... , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " ' . , \ : - - - - - \" ~ v~ l/'lle I • • ..-'- - -, ' \ \ , " (5eedefailollslJeef!1(),63) II ----------"-1-,-'-,' ,"', \ .L..i.J...'-.~l- ~
_----1-1-1-,111-,-,'-'-1-1-11-1-1'-'-11-'-,-1-'-":"1-'-,'-1-1-'1-1-,-'-1 '-'-'-'-'-I-'I-I-"l-,-,-,-T-'-[I-,-,-'-[1 ,,-,-,-'-T1-1-,-III-'-'II-'-'-I-'-II';-"'-'-' , , I :::::, J....!...!...2.~-'~'l--- ~ __ '\ _,_,-,' : \ : , .L .l_L 1..'-...l J. _,_,_ '-.!. _,_ L .1_' _'_.L 1...1_'_'_ L '-.'-. .!!.I..l _,_ '- .'-. ..!. _,_ ,_.!. ..1_'_ '- .1. --' ~L_I_ ,_ .!. .J _,_ L.J _,_.!. _I _,_ ,_.!. --' _.!...l -'- _I ~ _I -'-.J _1- L ~ _L_ L -L_I_..L _1- L l.-!.. -'- J.... _1_1- L-....!....-J _I_I_!...-....!. _I_I_!..........L _I_.!.......l_ - -- -- - ~ I ~
:- U- c L" _'- L - --- - : : exi"I!'-9 H.t!NI# n--d / . :: _ _ H " I I ' '" New COllslrue 11017 Easement ' ,
SEt< J.J r.9l. 47 P.t: I ~ L.! L1 = 0°00'00" LJ
_~ __ " _ _ x,-- '--.,. ~ - 1;&'21' £xistinlj /8" CMP ~ L == 600. 00 ' ~ R = 0572.9. 058' '\:"~-'< .5 == N. C. '\:="::, -.s:>
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II /I 0/1 t. o R L T 5 Ti.
IOfB6.MP.I =' 22 0 34'35/1 ~ -1 0 29' 02 . .9 11
'" 1271. 74' == 503. -17' - 2.5.5. O.{.' == .061'(f '" 540' P.C. I-, '375'/!T.
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® Junction Bo.J( Number ~~ [ .... \, ,. m, 7., , ,
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',p ........ consfrvchon
1!14Semenf
, ",'~/'f
-1-../,/
. . . . . . . . . . . . . . . . . . . . . appro)(il7?lfe rltiroiid placed borroW' limils (see secf/on l!0!3 or fhe special pro V/5/0n s)
II> -0-.,,,, ''''z'89 L _ Su.~' .
.~ Eh" " I'h~s 'Upl. rrl "4/r'''''j",06) ,j,.Q • • " . . "( rt---·oc--.• ~__ , • - • ::c..-----._ .-., • • I ,
"0" 42'" 36. 99 Be:;in Lf. lanes svper Tr.nsition (-.06)
~ •. ,~.~ . ,-- --'-<---<k_=.,.~ _, ___ ~,. • x " •
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STATE PROJECT DESIGNATION YEAII
ALASKAIRS-RRS-M-OOOS(52) 1/987
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SHEET NO,
25
1'OTAL 8MEITS
//8
Nj) '0"#" ... ",_",.,." \ Q<.b £"", .?omp "'....... V¥"' I
- - .------- - ---. .' •. " • •• 11-0 ,
=J i 12'
/4" S~/id '- Temporary Concrete
~ /2' / Mediqn 8lJ:rrier ,
"0"431"6/.99 P.T.=- \ "0" 43 ... 6 3.06 \ End LI: lanes '"
.er/rrilrt,,--;' W" (-.v<-, , , 5' /7 ~
t--.. -,
eM'
-t, J-4.5' ~
f /2'
t-/2' ,
\
\
L"4 II White Sxip (J)
~ 4 II Double Yellow ([)
:# ~
"4" Double
.43.. I' \
Yel/ow ([)
'4" White Skip ([) \ ~"SOlid whilefl}
''L''4yOO. 56 P.T. (
--~t / ; 23.0' Clet/ranee;]
~ r2IZ'Cle{r;nce
;,' ""- I ,;
:;, $ --..~ 114
(: Z / H t H f -II -10 '-~ CO/'lcrete Net/iiR g,rrier pT.
"'" i
4, 1 N. 69°07'5)P£ - 891-. 36' ~;
[45' ~, , /2
+-12'
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+
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\'-'"" CO/'lcrel,e Aledie1rl iJt1rrier "T 10' v .;::::
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~ ~/8"Plpt ~ Ar>PEV 13Y
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t \ ilL" 44 ~91.5"""49.0f( I. D.I. #J / Begin CO/1C, GutTer
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. M'M -E"d' "" . 30 • " "-'.'n ./'''<$ /0' ,
_' _____ ., ""0",..';;.0,.- 0 ------- -- ---------- .
/,,'" . ____ '-_ ~ "pprM,~.I •• ,,'/r.-d " . " ' .." L ' ... " , ____ ,. .....- pl""d hor,"W /hnd, ." ~J' ,.."7 - ..... Nt. ' "-~ _ . "" , .. . .. . ' ___ ., ~ (S" $de h'n Un or "0 " 4J • ~O. 00 ,,50.'> /iV. ,n<I 6/M .... Jltipi#! " .. sill'" ' " " _~/q + + [_' 1 " "_ •. to/JY _.-__ '--, 1M SI''''''/ provl"'n,) . 4<9
i# Shouldl. Tr4nsil
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---j-J-~ -I-H" o. " 42036.99 \ c<Aes,G~ - "'" H -I-J~ ~ J .,. .,. f r • • • B'!lin Rtf."ess" . -" 1:>.r.·/ ~ .~ "" •• 30"'·Rro "'v\
Off J -L, ~ _/ r 1_ 1-1- i ,0''' " 'P"r /r._m"" f' 06) "- , " ~O. _1 __ 1_ r- t- . #, . . . .. - -, - .S (!,o<'13 :J "22":0: O~ h I- ~ 1.1 1_ 1_ : _ f 1_ ,_ '" -1 w C"",!ruc//nn E. • ..' . . . . '.. . . '.. ' • r-- ,,---[ --- -- · · ' · R/ W / A eee! s CdAf[oI liA~ , ' ' .. .. --'> ~ · .-R ~ ,e' R:' dS
N
• I-I-I-H ~ ~ ~'- f f- ,_I -j- "''''u" t- .' _____ 11/ IV . . . . .' ..' • . .. ' • . . . . . . . . • . . . . . • . . • . . . . . . . . . '/llit . . . . . .... "" ..
L _ I.e?? • <;2 . .9" I- 1-11-1_+ -ii' T t r-," -j- -t- - " • sa"-" +-1--1-1-1 -'- , I I t -r H -t-I-+ -t '~ ~ .; _ 2o~' ""., • C ~o 1-'+ -+ , 1 1-+ +-_1 --+ 1 ~: =: =r r r---I --t I 1_' -t ., 1--1 -t ,... 1--1 -1 -t- rl -t T r 1 .,. r ,-1 -t- r-I -t .,. I-I -t , r r- rl -t r' J --r r I i. n :;'.,'\:J -\-i';,~iF\' ::'1 t-
= • o.s;'; """ ' .>G. 07 /II . i---I -+ +- 1-' -\- -1-- I-I -+ ~- I-I -+ -l- H -1- +-1-1 -1- H --I ..,. H -I + 1--' --I +- -\-- f-- H + H --t t pi ~ 1--\-1-- lei i<--~ ~.
/~H~~~.~~~~~:1:::r::::~~~::::::::::::::::: I-c-~(i.~ I L E',,;""g - 36 . .50'/;,1': -~4R.l:. _____ arr/er rIpe .
~-==::;::~ __ ~ __ ~~; r ......, - -- -- --- ...,,-'-----1--------- @2,
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I
1i = 37.5' Z . . .. . ' r' -1" r ;-- 1--1 "1--'1.1 ,...1 -l- 1--' '-- / -', "-" '"
. ( 5""'''1:: '0' ...., --I' r'''' H -\--1--1 .... \-1 " " '" . ~"OS 2 --'( -C .,... 1 --' -1-- \--' --I- ' " ' . G R, ~ .,- .,... '\-" -\- \-- 1-c' EWo. '" !i'1l-]>%. "/ / ' , " \ ~ ,C' I-- ' ' ~" 1---' -\-- 90' EaJOW' ,,,s-rAU-EP.' ' ' ~ --" ' ----' ---''' ,+ "--" .\- \--I 6,,_Al~ A-r ",.J< 71<1/CI<S i' ' I'
/,'" -< 1 .. 1'-\ A"",,70Al'lL w_ """ 70 / ftlJ '" ' , -: ',,-/' ,),- v ~ ~ ... " .", - h<ltEr AT "L' '15"·0 ,LO ,~ / (-'
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® See appropriate Standard'Drawifl95 T-2QOO, T-l!LOI, T-ZZ.Of Painted Striping.
A --< \../1 .; .," ,'." • ".-V' ' / , " .. ,,,. -. '*~ <
.( .-\ ,i'~ < '-.• X \/\ ,., '::.. ,.1 , .,... ~-\ -~ , .
x (' \-- ,~-~- -'§~ x ~, ._./<f'f ® JunCTion 80x Number
5ee 8ridge Plans -for conduit- roufil7g if def<i!/ils across -the :5Truc+ure ""~. ~~~"",ll-"" ....
.....
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·C 4.5+ 56.47-/50' Lt.
New Con.str!.Jction EO.:5emenr
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Et:/~e or
---x"" /~ ""'- ' 'x
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II
iff = Ir 00' 00" D : !J5"O()' T =24.47'
-R = /.3. 70' L=4&57'
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~ 7--y "AO"/+37.06 RO.T." -I
-.",/.. '~"L "45""~.57~/02.94 Lt. " Y.--...,!, Af'I;)r(J)(. f of" R R Servic-e
Movn)<-~--- ~ Rood
--- . .
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" ''y. 1 ...................... /"1 'I,
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././ /' /',/ /:/" /4" Solid White(f)
r ~/ W / "- /' /~ • A" White Skip (f)
~"T ":' e
End! -"L ·48"03.90
69~ 07'52" E. ~ 894. 35·'
- - - -r1:-; I I I
---r-
4" Double Yellow I (f)
---\
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ItTATI Ip.OIICT DIII ••• HIO.ITIA.
_4 l.. ",g' .. . ~I(tf'
"Be" 51 +06.63 RI. . .d = 82"'2~ '24" £) :: 20000 I T = 250.97' R "2&.48'
L =- 4/2.20' . . .
"L ,. 50 ~ 20.68 - 4.0'LI.
/987
!3e9in LI: Ii/nes super frensition(-.02)
------------------
4.5' t 12'
'.'11' -26
I\)
.~ ......
"
% ~
TO-:AL .... ,. /18
~ ~ ~ ~
~ 1-(---'~.r.-;S:::::::::r;:--;4-U;-t..--Lc-E.-' D
/8" PIPE FICOI1 #Ii"{,./ :r:>.I. --
...... ...... / ...... 1-... ..... "'/'1
...... / '7---~
" "' ,-' ')I.' f........ I 'I:--.
)< ",,~
... x
" '-
/ ; C 4" White Skip to
,\, - "7
4.5'
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-~
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....... 'y ...... / ........ 'I-.... .... .-- 'j. ...... I 'y
...... ..,.. / ....... -- ','1---.
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TO ~.r../ ~ ~ L. r. EWO 1I's-1l'
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/ '---- A "I Solid White (f) ,. / 1;\, I iii
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--:. "f.. ""-t/ ......
---" . " 4" Solid I\,;.IV--\l,+- - ,- - - \ \ \ ,h' ! --1+\- ,--- --
tJ.1. ADDED "L "115" .,.50 "'~9.5 EWO. "'S8'
--Concrete G
"L" 45~50. 56 End!?!. limes super trens/fion(-.OZ)
,
)<
[.~o~ ~~~ . . . . . . . .. . ;. ... x J,,,"30 ...... ~ .. , x x
, ~/W f Acctlss C""trD/ Lillie
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--- / '7" t-..... I'-"I ....
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\ ,,'........ -,..' Y-. , '/ /, , J......... / y... , I .........
r, I 't J- 'r I-.. 't-""
Concrete
- L Rel.oca/? ~"'f ~Jia~ .. 4na ••. I
I V\
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-I-'f05.00- '5'~T.
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/ . ~"<\::~~~~r " --,( -,... r) "'; --- I-.. I" / LJ""'" /" ___ I ---,. ___ I 't /9 ~ .. ::() ,r)i ........... , I......... ' ............ 1 ......... /. r-..... 1 ....... f.
~ . ' ....... , ......... -/. ..,.. ",~ ~ ......... , ......... ---, -t- -t- -r- -t- - +- -+-- -+- -+- ---t- t- - +-~_-+
-I- --I- -l-- -+- +- -I- -I- -l- +- +--+- .L -i _ !-- r T i ---1- "
(D. (%). 0)
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(1).
,,: -, " : : . -+-+-_. I
- ---t-_I-- I _I- /, 1" ~ ....... I ). ~ ,........ ,
-+- !- I i ---i- --I- 14',y-- .... .... \ 0 I, -..; 'I-... -./--- "" .... :--,. 1,0! ;( ;;-- --<. ___ ! ___ I ---J. --t. ./ ~"" • ., , ,!. '7 ___ '- f:: ')" ',... '/ J ' " r----..,..- -L L...J ,I 1 "-"');-,........ " 1 / ----J::--+..~ _, " ,'~ /, ::- ..... I, 'r ___ 'y., .... , ""','.':'
--4-_ -r- .,.... r....... 'r , '; "'1- ....... -.' ."
JI\,'. /Seeno/e9 / :::-::;:'-:,&,,/-I [J '/-..,1-... } "x'-f)1'{ -/.,/. ... ',,---- " ~~>., ... ·v~.r .•...
I cJlu'ei T 1/ "'--J __ -.!. '11----/... r;j". -r J.' Q AI L ' .... 7--- 1___ ..... //11:. '7.... /., /" :rr' 49"'4-2.4/::~\:/"'i~"#Z:?E'i2·~.··"0.· 7JJ --- 100' RT.
.!.I-H- / ---, I -;. ~ vi/ncr/on oOJl- Iv(/dloer y., I ~ ~[" /".. "7', "'L" AD~08. A'" ",,,,,'. ,-,:. .-. '.'''' ",' .' / __ "--I ' ...... I;t<:)'-. ''f.,. -r.7 P"" ~ ,-; ,;,..-' 0 •• ' .' ,~ ". -. ; .- .'
I / 1 -"- --/-- I -- /..... See flridje ,P/;ns rpr CJntlv;I" --J. 1; '-.,! '';j .... j .... .,.. "' ....... ' '", Afll~ II £j '. 1;' ~ See Appropr1ate Staadard Dravine T-20.00. T-21.01. and 22.01. / ..... J.. t--i-.RAvt'lr19 i ~/;/.I.s Aero->s '{ 'I '>-, '-.,! Y,I-..,I ---,... '--/ 'Y-.. ---.... L""' Ie: XIS 7'7 Painted Striping / ---...,-- L ;::'..,.' T ;: I I... / ..... "I "'..:...' "I '" '..J. ':"/-.... " rnw,r"1<P Ra.gd Grade and compact existing Ilailroad IDdustr1al Frontage1load to Enc1neer's AUsfacUon. ® dge of '"---L. ..... tt:~ S'frt-t I/~. /.'/1/ '>"7/ .... ":: ..... /, .... -/..,'1', .... -,... ... I""y. "-This work shall be incicleo.tal to othar work items. After compaction. pave 24' nth ~lIement. See -I, / ..... ,__ III '/. 1 .... ",/ ..... "',I'.... -,... ... , ... "''' 2" Asphalt-concrete to. accoaJdate detour traffic during construction. The Asphalt concrete steet If7. -J.. --L.... j, i-.Ij; / 'I., ';"';,..,,/'" ';. --- .... ...,0'1-.... "' ... --;.' .... ... 1' .... "- " shall be paid for under its respective pay it_. ..J. --,I ", ---I (j./ ' ........ ' "", /" "- ...... / '" 'I, i'... '--..... ............. I ., - --....... ", ....,....
Match existing Aurora Drive paving. -I... -J -I-.. , ..... ..;. 1-.-<)< --;., /...... ---... I '", '- "-
See the traff1c _intenance plan for the "AD" liDe and the lMuscrtal Frontage I.d. pavement '-J../;---.. .....:. ... ,V ')< "', I"' .... '" 'I-'..J. '", \
/ ....... / I............ "/....... '''" .... , " "1-....... 1 .... marking requirell8D.ts. ........ "- '1.......... ...... .. /'/.::."i... )t. '/. ~ ...... 'J..... 'I .......... -.....''"'1- ....... / ...... ' ,I ...... , At this location only install guardrail end on stra18ht tllftp"t. The standard.37.S' para1teu.c J 'I., ,'y. '>-... .... "...J'-... ... >:-)<. 7', .... ;--., "-, 'J... ........ "I" -7'-' ...... 'I... 'I.. ")(.... , flare and the breakaway terminals are not required. I_tall flared shoe on end instead of the / ,./ 1'--... 1-. ... " .. '~, "f.. .... I '.,.. '-/ "''1-. round shoe. 'Ii- -----f.. ...... f '-..,... '"1--0 ~~ ~'I"'j.... ....... -:. '
\ --I.. I....... )t~ I' 'y....... ......
Obliterate the existing roadway to the limits showa. _ l'eiiIOve the railroad crosstng. on the j --..,.. I'y. ~ /'/..;.., ... .J. I"' .... '" ", .... 'I- ... ---..... I" -........
"- Y.
--------.-
"L" 50~T9.62-4I/Ht Be911? HI. /4nes sIIl'erfronsilion (-.OZ)
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" " £1.. '£ 4f,Z7-
-------..v llz:/ Slope
. . > ,.' ® See GenerH/ M1k -16" ••••••••••••••••••••••• 0 ,", •• ,,'>'r--, t· TSheef#7) Tor file IWH'k . . ' .. ,.U'!. \..... '" re~uiremel7fs or this
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CD See !he Appropriate Standard Drawing T-20.00, T-21.01, T-22.0/.
@ Painted Striping I ® Depress Medlim Cvrp rlvsh with Gvfter as Re'1vired I
To Place ConcreTe Median Barrier. I @ Locate pavement joints under this contrilcT to <1/;9n I
with Tuture .stripinJ lines. . .. -,-
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L ~:··::.:Oi§!JWilr;~ J::;/lE: Ii ~ . See Seclion 2tJ3-3.03 or 5pecI'q/ Proy/j"lt7/lS 2"" RAtte .. i!' ... , .
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,Power Lme _ PDle EmbanKment ~, Access Control Line A" , LJ • I / Ent/ PO,.,Ir Lmc!' Emoankmenl ConSTrucT/on I <.. - _'- '9;e rOI/? . " .......... "
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"OrR 64+//./5 P.I .1 = 80"0/' Z7" o = 40" Lt T = 120.24' R = 143.24' L = 200.06'
HL" 64+64.00 p.aT. End ''L'' Line Construcfion
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End Pointed Striping.
Begin Pointed Striping.
Painted Yellow Curb This fran.stfion /enjth i$ !'or inTormatlon only/ construct superelevafion Transit/on tlecord/nj 1'0 e/t'ytlf'lons shown
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'Z, " 4+1}4. 3/ p.£ L1 = 51J" ()()'ott' o = 6"30'Rt T:= 503.5/' L = 584.6Z' .R = 88/.47'
-- ~ --~ --
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-- ~-~
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L1 =- 49" 3Z' Z6"
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o = 6"30' Rt T;: 406. 74~ /?/w L : 762. 16' R = 88/,47' 5 .. .06~f'f
TL = cIO'(P.C.)® TL = 270' (PT.)
® .:7b/Jcl/On 807 /V'vmber See Sheet' 55A Tor COncfvil? L&/ldVCTO/"Sj / ..,Tvnct'/d/1 Bo~es n,r t/}?/lvn1,6ered ,7{//1C!/on 8~~es 0/7 7/J)s Jnt!'el
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T.". 1987
1
.111.1" -29
TOI:"
..11,..
1113
t -.--..
~
~ Junction 80.1( Number
~
--'=> '=> • '=> c::>
CD ® ® ®
See Appropriate Standard Drawing T-20.00, T-21.01, T-22.01.
Painted Striping
End Painted Striping
This fransilion /ti'/7911l is Ibr !nl'orma!/an on(y, construel 51.1pere/evation fransilion accort:i/n;1 fa elevati(N7s shawn.
"A3" /4-1-82.68 L1 =' ~81J03'44"
Milich -:---_____ '''A_''151'51-
"A "
41 1tJ/' t',IIII/1i18 fitJ lJ of """5
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tMI'" -A LAS K AIRS-RRS-M-OOOS(52) I 1987 I 30
. ,
...... T ......
'.'AL '8'1"
liB
Iitt" If SI ' . .... ~~/lt
A) ~ " Akf, 1!J " C~., r'!f;;A.)7 P o = /0 0 00'
T;" /97.63' L = 380.62' R = 572.96' 18" CSP S/eeyrr; ~
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5 ~ 0.06;//'1. TL == /80' ror PC. rL = 120' /'or P T. (rull super at ':A3"/5 -1-40)@
"._" 16+~
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, l'fI7itS ((;II) '--- slope J 'cceS5 ~-
--- 440.V I :r-.... -- _ A' \ "T. -
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II OJ "4" 10.00 PI "iJ " 4.-1-84. 3/ P. I. 7-A ,. 49"32'26" A = 38°00'00"- \ o ~ 6"'30'Rt . 0: 6"30'Rt. T '" 406.74'~ T = 303.5/ L '" 762.16' • L = 762/6' R '" 881.47' R ". 881. 47'
jW-- 5 = 0.06;//1: fZ TL = Z70' (f.'T.) @
TL = 2/0' (PC')
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(f) See appropriaf8 Slrmdani tJrowing T-2O.o.o. 7'-21.1.)/.4-22.,1)1. ® Pointed Striping
ITATE '.O~ICT O.III.ATIO. I T I A. '.IIT -
L. A S I< AIRS-RRS-M-OOOS(52, 1987 I 31
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® Pointed Striping
® End Painted Striping
@ Transition /en9th is for information only, construct superelevlItion transition lIccordin9 to e/eYCltions shown.
1 R/W
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........................................................ '/;f1~£
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END
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... . . . . .. " . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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"s" 8+00. 00 '" 50'Ht Begin Access Control
::7 .. ,,, j,.'U'oI"T DISI.NATION
AL A S ... AIRS-RRS-M-OOOS(52)
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(f) See Appropriate Standard Drawing T-20.00, T-21.01, and T-22,OI. ::";";.. " i, wa •• c·~ DIII •• "TIO. I Y r".
A LAS K AIn.<;-RRS-M-OOOS(52) I 1987 I 33
I
.~ -;;
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'~" 231- 28. 41 PC L1 = 38"00'00" 0;: 4°30' Lt. T;: 438.41' L .,.. 844.44' R;: 1273.24' .5:= .05YI'f. n- := 160'
.. . . . . . . . . ... . . . . ...... . . . .. ..... '. K ..
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End AccesS Control R/Wi \ : II (/"'~/~I i 6\ i i
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.... , ....... "8" 2/+ 50.00 P.O T. .j'()' ,
X \ I X
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T= 81.05' R= 818.51' .. II1II • • 71'/(t ...... ,"~t
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End Pavement. TrtllJ?sll/oJ? ,;zppro,;zcn
10 J??t11lc/J exisling r()dlQ.
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"8" /8 +00 - 50' Rt. . Begin Acress Control
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® Remove a/I junk and debris from within the R.o.w. limits, prior to placement of embankment materials.
""'F-® o
See appropriateStandardDrawings T2o.00, T21.01, T22.01.
The conlrador shall insulate Ihe f'ull c!rcumrerence or fhe m/o'o'le 50'secfion (30' rrom O.l 13, 40' !"rom 1J..l 14) of'lhe slorm o'rO'/i? ptjJe wlflt Z., of' urelhane roam accord/ng 10 Section 6£'8 - .1.02, item 17 or the SpeC/HI ProYlsio"s, Ibr fhe purpo.se Dr proleel/i?; flJe sewer line rrom rreezing below file "Iorm oreln pipe. The labor al1(7 malerials lOr fhis worA' will "01 iJe paid lOr o'/reel(y bul sh,lIl be li?cio'enlBI fa other work ih!l'ns. , - ,.~ It t ==. f - BUried Power
----.---------1 -~~"\l 1/ \ ~i j - Bur/ed Telephone -. _________ -1.----, "':\ ,I / I <:I'" r' Por1iz.6le Curb
~ I \1\ ,'I / I'~"": 0 r, , I ' ,1,
o O/Sconnec! f'rom Ihe wafermain Iwo eKistli?g % Inch ~ water service lin~s which cro.ss Aurora Or!i/e. Tile contractor "hall I"irsf oid"ain the ulility locale rrom the FeirlJilnKS ML1.S. .berore slarlin.! any work. The contract Dr shell then exciJ.viiTe and expose the lines, turn 01'1' both corporal/on .stops, Cllt of'r .both copper fll/Jes al e/Jollt l' from the corporaTion slop units, bend /JacK and crimp ends of' fubes ti9htly) reinslIlafe cDmplt'/e(f wllh £''' 01' lIrethane rOam, bacKfill and reslore Ihe or'1inal surl'tlce. The surrace resfondion rmly include curb i jutter, SIdewall< replacement and asphall "lIr/ace restoration. The labor and matertBls
T' \ ' Existino R/W." II ./ "- III -- I I
I I Til II a~~ III ~¥-3-I I ,
TI I ,I I I 'I II I I I T
WII I ~ TI I . I I i::: --I:: T~ I I I\) I
'.'G(~ (j)
fDr this worK wI/I no! be pflid for directly hul shall he considered incio'enlal 10 other items of' work.
In57a1! ® LP of' portable curb z' ~hind back ol.5ide.Wf1/f{ rrom :;W' 3S+77~ North. Curb 5ec1iOn5 shalf be embedded /" 1;"'-/0 3N1ded IIl/sh with ihe lop 01 t11e sidewAll)
InsTall 6' chain //n.4 -fence /.0' inside Jt'/v -from )4' 0+.30 10 "A' Zr8'O. ( M barbed wire re<jv/red ..,cor th/s
I I x I
sec7iOI7)
T I I I \, Z5.3 ~of:.1U( (-- E1r--i-II-- I;;) -I -
III r\::1 i I ':A' 0 + 9()OO~!l5.10 L r I I ::, 'I
T' I I "<:1;, : I I ~ I
II I I
Ti i T ill
:: 1'9 _L, __ l_iLl/e' .INew R/W¢" Access Control Line
Shed
- - - - --, "=c- . t' R,/W I"
, '/ 1'!1, eX/Smg ------···3~0000"-'.,d/lO'Lt III I I I 'Shed '1)\. QO 'f-~ . '£0.(/' .
w-! I TI I I I .. ",'b' I Benin Ttf'Per 50'
'f...
I I
:>'-I I 'I
.r-/VIW R;W.~ Ne~ Acce.s.s Con~ro/ Line J • •
." .. , ........... . • • • • •
,. . . . Til II "'>1 I I I '/. 1 II I" I I I I I:: :<~~ I : I ~ ~D'/'13 I I 4' ... _ .. ' '-.
=" .~ -....j
. ..
II TI I I I : Z @ @ \q-nseti \q/l"'8e~ /2':..J.~ =~~===1~~~-===~;;~;J===:1 TI: I III I I q 8" Solid White 4" Solid White oJ /lvf I HI/f I Yo ~ • /' -- "" 917. '6' S.P.
III III I ~ C!I \ \ ~ I /' ~ "G,eoI"E"q/li!' > <:::> : I I:: .'!I\~ I ."1",9 .,'!I",<j; I 2 12' ~3," // / ~ \ 4 IIii" "70 I 4" Oouble Yellow @ ~ . TI I t . ! <:)
''A'' 0+00.00 pO.T:::: II: I.", .s. 88"32'2I"E. - 128505' 12'. I • \ (;i\ Ill? +-r2 Jf PO T I I ,,'!I\' ~ : 1 ."t" \ ./ 4" Solid White lei -{. l.c)
n A D ~ J (g + ~. .) TI I i::: / \" , /"f '/f statiOff/flf II 80 I ~ .:1 8' x / \ ~ ~
(As-Bul I II I TI I ~ ~ / , •• II I I : T '1+ 11'- - WiS . I 'b PU' I I I Til II il i f ~: I 'b ~ ""90 ~~ '%':d'o$)_ X " I I I:: :1 1/ ~ .": ~ PU' Ditch foDm.inEasf .. -+ '~';;<5'U" o~ .... , ~ _____ J __ , jO I!~ / Gr6vel Pit
.. ,II I I . '0 ~ <'!~ """"~ - - - - - - - - -- I \ L . / yv I - <'! '" <.:t- '~. --: - - - - - \. / T:: ~ I ~<5'_ ·0~'U'., ~~' _-- x ~ Xl' Ix x X X /.yj.--x--~
III I I . '. - ': \ /,/'" ~ II ~I • .t· .. / ... \
5} 1--
I I if I I" \" \ ''00' / . .. I: : ""\ ~Access ConTrDI Li"e (11 ...... ;'" . \. . . . . . . , //. " .... 1.$ I Ii.... , "....." / .
Clean out--..... ~ I II '" • •• .. . • •• ---.lJ " I :5>
---.. - I~ ~
. , . . ''''", T {"fa 1'-Y1 "XI:> lIn'} ~ X I I ' 4..j' I renee at Slope I "l .......• :: :~ "A"+ 76."-0 -83.00'R1: 30' Limit Catch PDInf. I r'" ... II I:' X: II I ~ '. 7 I • II t\..i I -oJ '( )(
I" I ) •
. I:~:: I T r-'--'--'--JC I.O~/.3 New RftV I' ~ I I. t I I I ,.. I C.o. I I I '~II II <.:t- Be in Access Control I t I' ~ I I I ~ . """", ;. I I : I' I I ... 0.:-... I x
I.. 31 30,11 -<r:~"'; I I II .~ .... I I 1-1- - - - - - o·
. .. . .. •
I I I I \1 ~ <~I I Ii :1 II Ii I f~· 1 '',4''-'',4'' AURORA CONNECT(lR II II II II '" ~ I I 3 . VJ
~2 II , I II I "-1'<1: T II I, ,I II ~ _ I: : I I-I--Irl---(I~' I
I ....t.
~ . . ..
C( 3rav/21 layer
'Q~~*' -----r.;...,t..
1'8) JIIIIISON .. ' CE 4601
~---- " '4£$:
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"K - - .... - x lot . . . ~ .. . .. .. .. . . .. . .. . . . . . .. .... . . • . . . . . . .. . .. .. .. . . .. . . . . . .. .. . . . . . .. .. . . . . . . .. .. .
5rltJ.tJ - ZaO'LI:
I End Taper
' .. ._- - ,. ...
6 7
• • • • • • • • • • • • • • • • • • • • .. .. .. .. .. ..
t t X x "Gravel "pit , , < "
(1) See appropriate Standard Drawing T-2o.DD, T-2IDI, T-22.DI.
D Alew R/W and New Access Control
, Line. ,
'0( .")(." >'< __ ----"M ""-y."'" ~_ ... ____ -A .. -. x -, •• • )I -x .. . . . . . .. .. . .. . . . ..' .. .. ... . .. ..... . .. .. . . .. . . . . . . .. .. renee Line 4t!J'Lt:
. .. . .. .. . .. .. .. .. .. . .. . .. .. .. . . . . .. . .. . .. .. 50'
.. .. .. .. .. .. .. .. .. . .. .. .. .. ..
/14" Solid W/Jite 0
// . " -------------- / ' .
8 q ............ 10
S 88"32 '21" £ - 1285:0.5 1 / ~ ~." 0 4 Double Yel/ow
,
~ .. .. .. • • .. • • OO\ . • • • • • • • • • • • • • • • • • • • • • • • • • • -..., 30'
\ ~ 10.0'
" ,,-~lx /c,o, #1,3
x , x x \ " x )( x X )( )( x x: x I
I
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STATI ~"o .. allW' 8".' ••• '1". .. - . -ISo_" I .. IIT - TIT'L
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ALASKAIRS-RRS-M-DDDS(52) 11987 I 40. 1118
ASoaU&T'~
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It, "'80
12' '~ -
8'
• • r • • • • 7--A" 10 +80.00-20' Rt.
Begin TClper
X X X x x~ 'K
---
~ ~ i...... ......
" ~ ,
'" ," ... ,,, ... ... ~AC'('es5 Confrol Line . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . .\ j , . . . . '--r .. , .. ' ... . , .. , .. - " . : . " .. ~.' . . .. . . . .':: ... . . . . .. :: : . . .. . . .. '.' , --.------.---.- ..,'.. . ... .., . -- .. . .. . .... ~ , . . .
, ' ' x
, " " . ' " . , .. " .. ,.,' . ' ',. '. -, .. ' , ... , . , ..... , , .. 30" . ' ' ..... ' . ' .. ' .. . .. .. .. .. . .. .. .. . . .. . . .. . .. . .. . .. ..
~ '1:1 ~
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-
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1.0 c.o .... {3
':tI"- '~3" AURORA CONNECTOR
I.
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•
:~
~ .
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o See appropriate Standard Drawing T-20.00, T-21.0/, T-22.01.
~
:t3£lFlAi GB:J7I£/(TILe G,
70' WIDTH
!Rai[ t;nd 11'37.5
100'
")\"/27- 94.tJ8~60'L1: End Access Conrrol
",4" /2",55.05 8e?!n /?t. lanes sLlper trans/lion (-.tJZ)
".; .:.' ...... ;.;.-.
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I 1 x
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•
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30'
• •
New RjW
#.trt:>,~;~~;;~ :.. >:->1.'
., ..... ,.
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Constrf/ct New Fence to Metch Exlstln,f Fence
..............
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•
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. . . . . . .. .. .. .. . . . . . . . .. . .. . . . . . .. .. . . .
... ~ "'43 :;.
"4" ' /~
. . . .
" " 8 /.3"'.15 '" 6¢·'··
E~:C;-9S.0 -z:/) Ac;~;i-()RI ,f'<'~ CCess C. Rr o/)rro/
onrro/
'A/ /4+82.68 PI. A = 58"03'44" D = /0"00' T = /<fZ"3' L = 380.6.2' R ... 512,96' S .. 0. 06 1FT.
TL 8r f!c. ~ /80r2~ 90eRr) TL = 12()' at PT
05" ?"o. $;;;;; O(;'b/", r. 0
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$040- It--/-, 0 F,/I'", /
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.... ~/I'''' /
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._tIT I TOTAL STATE 1I'IIOJIECT DU,.IIATfOlI
~. • .. IITI
ALASKAIRS-RRS-M-OOOS(52) I /987 I 41 1/8
..... TfUIe kHTI ..... : ~ ifrl , . r ~ loft: WAr
'-- See Sheel #.30 m/" COllllllaH/loll 0/ ::43"
CONNECTOR
'.
'~"
(!) See appropriate Standard Drawing T-20.00, T-21.01, T-23.01.
@ Pointed Striping
STAT I: I ""O~ICT DIIIIMATIOM IT E A II
ALASKAIRS-RRS-M-000S(52) 1 1987
'.'1' I T,'AL _ 1'.11'1
42.1//8
AJ...MaT P\AIe
f3Ui/din9
~
UN" 45+ 75.tJ6 8eqln Lt lanes slIper fransiliol7 (-.tJ2)
, "-
"-
" '-"-
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"-
0-
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QJ s:::
' .... -....J
r I I ~ EXisfin5 R/W I I I I I I I I I' I I I I I I
, /" . ~ c;::) ~ C) _ _ _ _ _ _ _ _ . .-r- slope limits ---... .j" '. .......... . . . . . . . . . . . . .
_______________ .___ -L_ ., ........................ ,' "-__ _ . " "'. _. . '-.J
-- c;::) Edge or- -f-2 I /1, \! / '. - --·-1--- 1-
E)t.i.stlng I 4(3 Nome Dr., T 4~ . :; 4,6 Edge of £xlsftmj RoadJ t'-.. 60 r f "-
--------------- -------
IJeIntU. ¥ 4:1< } .
" - N.6tJ°45'59 H E -29.5.06' Ii r../ 1_ ~ ......
~Ex;~ti" R/W
-~ ~Ga:x- -, - -x - -< - -'E)(/sflng' ~nc~7 -,- --x
> ..... /
1- ""
_ _ _ _ _ _ _ ______ -_ _ C5Iope.3in/ts_~ , - - - - - - - - - - - - EdQe of' Existino PnM7 - - - - - - - - - ~-- ---
-- ___ " -- --,/----<----,-- -_x __
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'IV" 46 "'65. 00 8e9i17l?t liMes Sl/per franslf/on (-.02)
/
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u I....: • <::j\) Q,:'t "l)'IQ QQ lfilri 0\0'\ '\.. '\..
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''N''- ''N,'' NOME DR. - PHILLIPS FIELD RD.
I ... -, ' ...
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Barricade
~ ~ - ~ -- --- ---~p..s ~eld Rei
RemoYe 1/;1" ex/j,//iJp /I"O'C'k ('/"OJJinp. Obliterate tile existing road and use tile roadway materials to construct tile berm. CroJJ/ay li'emOtldt obfiteratian,and berm construction, shaff be as directed by the Engineer and shaff be incidental to ather Items of Work.
/20'
A
6
<? ':r' <?~ .
~" ~" ~p' o· ."X ",b
" ~ tJc'O ,\ ~ "
o See appropriate Standard Drawing T-20.00, T-21.0/, T-22.01.
® Painted Striping
.. ~
\ ----r =1;71 I = ~-----tl---t-I --'--I -+-1 -----J.--1 ~' d I J ' , ,I I
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~
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MalLy ...... -.;;. ALASKAIRS-RRS-M-000S(52) I 198,7
1M"..... 7t 4 "
.~.J
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Irft. Z./ttft
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43 / /-8
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-----........ - '1V7 49-1-54. 86 tJe911 Lf. 16/'1..,
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1I>L6'" ...... /7.' \.....~ - -- -----'--....w_,
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A"'-V..A~~ I <: Slope Limit - ~ / ---------.-
/ IV" .5/ ,to 45. t1'0 "~,,
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--- ~-
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So
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~~~
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s. 8,3" ;I.s-:~f; C/e"r" '. '. 9\ -cr Existing R/W .............
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- - c . ' __ • - - - - .--. --, --- -' "-- ...... I -- . ~ '---- .. -- . -j - -- -
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-- / / fhilliPS rieM Ro.a
-----------/7-------- ~
£/10' 4" Oat/Ole rello",
---------
~.",----- O lc. " I ~ 0'0;/0' w/';re....---.--------------- '"--w __ \ --
I Y ___ I I I S< I
/----- -----60'
-- \ - - -~-- 5/ope [,mif "'9/" Nt I,,,. Sup" J
- tre""//M (-'''') I - !
"Nt" = 48+60.43 PI.
........ '--'--I /--....... --I~ '----
I I I I I
I I
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------- ---- --~ ~".5/".4S. 80 / /
' ~~ ~:::::.. sUper rr"":;".lhon !+.~O~75~V'-_~f:~X~!s~f~in~9~R~V~W~~::::~---------=~ I .~ I;
------------ rr------ ------______
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------ '--....w~ 6"0'
~ ------ ~Q'r .. rfi?>c!'
~ \J' \J'
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p~//;/)>.r ~I .....r--"...
he/cy /?oac/
.1 = 35"58'40" 0 = 1/" /5' T • /65.37' R , 509.30 ' L = 319.80 ' S = .Ob '/Ft. TL • /80'
. li'enJol/e EX/,flinj' I . j/ql'le.J' .. I A!/a!er/,/
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''N''-''N,'' ~OME DR - PHILLIPS
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•• IIT • TAT r l'ItOnCT DUI •• ATIO. I y r A It -
RS-RRS-M-000S(52) 1987 44
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7 8 9 / 2 43 43 4 45 8 9 50 / 4 55 6 7 8 9 60 / 2 3 4 65 40 34 35 6 7 rC"~ PLATE 1 PLAN PROFILE l' " FI !\. ~ r STANOAFIO
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, GEIST ROAD EXTENSION
PEGER ROAD TO COLLEGE ROAD CONNECTOR
(I) WORK AND MATERIALS NOT SPECIFICALLY REFERRED TO UNDER A CONTRACT BID ITEM SHAll BE CONSIDERED INCIDENTAL TO EXISTING CONTRACT PAY ITEMS AND SHALL REQUIRE NO ADDITIONAL COMPENSATION.
(2) PRIOR TO INSTALLING FOUNDATIONS OR CONDUITS, OR DOING ANY EXCAVATION, THE CONTRACTOR SHALL LOCATE & PROTECT ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES. THE LOCATION OF CABLES, CONDUITS, J-BOXES, FOUNDATIONS & POLES THAT ARE SHOWN ON THE PLAN SHEETS ARE APPROXIMATE AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACTUAL LOCATION WHEN WORKING IN THE AREA. SEE SPECIAL PROVISION, SECTION 105-1.06.
(3) EXISTING CIRCUITS LISTED & SHOWN ON THE PLAN SHEETS WERE OBTAINED FROM AS-BUILT INFORMATION AND SHALL BE VERI FlED PRIOR TO ANY WORK INVOLVING THOSE EXISTING CIRCUITS. EXISTING AS-BUILT INFORMATION IS AVAILABLE IN THE TRAFFIC SECTION OF DOT/PF AT 2301 PEGER ROAD.
( .f,) ALL EXISTING MATERIALS NOT SHOWN OR NOTED FOR USE ON THE NEW SIGNAL OR LIGHTING SYSTEMS SHALL BE REMOVED AND SALVAGED. THE SALVAGED MATERIALS SHALL BE TRANSPORTED TO THE DOT MAINTENANCE YARD AT 2301 PEGER ROAD AND STORED AS APPROVED BY THE ENGINEER. MAST ARMS, SIGNALS, AND SIGNS SHALL BE REMOVED FROM ALL POLES PRIOR TO TRANSPORTING. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO SECTION 660 CONTRACT PAY ITEMS.
(.5 )
1
POLES, POSTS AND CONTROLLERS, ETC. DESIGNATED FOR REMOVAL SHALL INCLUDE REMOVING THE FOUNDATIONS UNLESS NOTED OTHERWISE. ALL FOUNDATIONS (FOOTINGS) REQUIRING REMOVAL SHALL BE DISPOSED OF BY THE CONTRACTOR. THE CONTRACTOR SHALL HAVE THE OPTION OF REMOVING OR ABANDONING IN PLACE ALL FOUNDATIONS NOT SPECIFICALLY DESIGNATED FOR REMOVAL. ABANDONED FOUNDATIONS SHALL HAVE THE CONCRETE, I
,~
( 6 )
, CONDUIT, & ANCHOR BOLTS REMOVED TO A DEPTH 2' BELOW THE FINISH GRADE. BACKFILL AND COMPACTION OF THE FOUNDATION HOLES SHALL BE AS DIRECTED BY THE ENGINEER.
EXISTING CONDUITS & CONDUCTORS MAY BE LOCATED IN THE AREA OF THE NEW FOUNDATIONS AND SHALL BE RELOCATED, AS APPROVED BY THE ENGINEER, TO PROVIDE CONTINUOUS OPERATION OF EXISTING SYSTEMS UNTIL THE NEW SYSTEMS ARE COMPlETED AND ACCEPTED. ALL WORK & MATERIALS REQUIRED SHALL BE INCIDENTAL TO SECTION 660 CONTRACT PAY ITEMS ..
( 7) SIGN REMOVAL AND REINSTALLATION REQUIRED TO INSTALL FOUNDATIONS, CONDUITS, AND J-BOXES SHALL BE INCIDENTAL TO OTHER CONTRACT ITEMS.
( (j) ALL POLES AND ARMS SHALL HAVE PERMANENT MARKINGS READILY VISIBLE THAT IDENTIFY EACH AS TO PROPOSED LOCATION, AS WELL AS MAIN ROAD AND CROSS STREET NAMES IF APPLICABLE.
( 9) WHEN' DIRECTED BY THE ENGINEER THE CONTRACTOR SHALL LEAVE THE EXISTING UNUSED CONDUITS, CONDUCTORS, J-BOXES & FOUNDATIONS IN PLACE. ~
(10) EXISTING CONDUITS, CONDUCTORS, CABLES, & J-BOXES MAY BE LOCATED IN THE AREA OF THE NEW FOUNDATIONS AND SHALL BE RELCOATED AS APPROVED BY THE ENGINEER. ALL WORK AND MATERIALS REQUIRED SHALL BE INCIDENTAL TO SECTION 660 CONTRACT PAY ITEMS.
(II) CORRUGATED METAL PIPE SHALL NOT BE USED FOR FORMING FOUNDATIONS , (FOOTINGS) AND ALL FORMS SHALL BE REMOVED.
(12) LIGHT POLE FOUNDATIONS SHALL HAVE FOUR, 1"x54"x6" ANCHOR BOLTS INCLUDING NUTS AND WASHERS AS REQUIRED. THE ANCHOR BOLTS AND NUTS SHALL BE ASTM A-307 WITH THE TOP 8" OF THE BOLT THREADED AND THE TOP 12" GALVANIZED IN ACCORDANCE WITH ASTM A-153. USE 14 1/2" BOLT CIRCE. SEE BASE FLANGE DETAIL ON SHEET 52. BOLTS SHAtL PROJECT Z 1/2" TO 3" ABOVE THE TOP OF THE FINISHED FOUNDATION.
(13) MINOR RELOCATIONS AS DIRECTED BY THE ENGINEER, OF THE NEW FOUNDATIONS', CONDUITS, AND J-BOXES MAY BE REQUIRED AND SHALL BE CONSID[R[D INCIO[NTAL TO txISTING S[CTION 660 CONTRACT PAT ITEMS.
,:~,
SIGNALIZA TION-ILLUMINA TION NOTES
(I~) THE TOP 12" OF ALL POLE/POST FOUNDATIONS SHALL BE FORMED. CLEAR-' ANCE SHALL BE ALLOWED FOR BUSHINGS WHEN INSTALLING CONDUITS IN FOUNDATIONS.
(IS) ALL NEW SIGNAL POLE FOUNDATIONS SHALL USE 4 EACH 2" x 84" x 6" A307 ANCHOR BOLTS WITH A 22" BOLT CIRCLE.
(/~) ALL NEW LUMINAIRES SHALL BE MEDIUM CUTOFF TYPE III, HIGH PRESSURE SODIUM FIXTURES WITH 480 VOLT REGULATOR BALLAST AND WAITAGE AS SHOWN ON THE PLANS.
Or) LUMINAIRES SHALL BE PROVIDED WITH 5 AMP FUSES IN QUICK DISCONNECT SPLICE CONNECTORS READILY ACCESSIBLE FROM THE HANDHOLE.' SEE SECTION 660-2.09(B) OF THE SPECIFICATIONS.
(18) CUTOFF LUMINAIRES SHALL HAVE FLAT LENS.
(19) MOUNTING HEIGHT FOR ALL LUMINAIRES SHALL BE 40'.
(20) M.C. MEANS AN A.N.S.I.-I.E.S. MEDIUM CUTOFF DISTRIBUTION.
(21) tTEM 660(3) SHALL INCLUDE ALL MATERIALS, LABOR AND INCIDENTALS REQUIRED TO COMPLETE ALL WORK DESCRIBED IN THE LIGHT POLE SUMMARY.
(22) GROUNDING BUSHINGS SHALL BE INSTALLED ON ALL CONDUITS WITH BONDING AND GROUNDING AS REQUIRED FOR THE NEW INSTALLATIONS. ADDITIONAL GROUND RODS SHALL BE INSTALLED IN J-BOXES WHEN REQUIRED FOR GROUNDING.
(23) CONDUITS MAY BE INSTALLED BY THE EXCAVATION METHOD UNLESS NOTED OTHERWISE.
(24) ALL FUTURE USE (SPARE) CONDUIT SHALL HAVE GROUNDED BUSHINGS WITH SEALS AND A APPROVED PULL TAPE INSTALLED.
(25) EXTENSIONS AND MODIFICATIONS TO EXISTING CONDUITS SHAll BE COMPLETED UTILIZING THE SAME SIZE AND TYPE OF MATERIALS.
(26') THE EXTERIOR OF TEE DRAINS SHALL BE WRAPPED WITH APPROVED FILTER CLOTH MATERIAL AND SECURED AS DIRECTED OR APPROVED BY THE ENGINEER.
(2;) TYPE I-A J-BOXES SHALL BE INSTALLED ON A MORTAR BRICK BASE (ALL SIDES) WITH GRAVEL DRAINS.
(28) ALL NEW J-BOXES THAT CONTAIN ONt Y LIGHTING' OR SIGNAL POWER AND LIGHTING CONDUCTORS SHALL HAVE THE WORD "LIGHTING" EMBOSSED ON THE COVER. ALL OTHER J-BOXES SHALL HAVE THE WORD "TRAFFIC" EMBOSSED ON THE COVER.
(29) NEW J-BOXES SHALL BE DEPRESSED 1/4" BELOW PAVEMENT SURFACE GRADE. EXISTING & NEW J-BOXES LOCATED IN AREAS REQUIRING GRADING (MEDIANS, ISLANDS, ETC.) SHALL BE ADJUSTED AS DIRECTED BY THE ENGINEER. J-BOXES LOCATED IN SEEDED AREAS SHALL BE ADJUS'TED TO 2" BELOW THE FINISHED GRADE.
(30) GRAVEL (STONE) DRAINS SHALL BE COARSE CONCRETE AGGREGATE.
(31) COMPACTION OF GRAVEL (STONE) DRAINS SHALL BE AS DIRECTED BY THE ENGINEER.
(32) ALL SPLICING SHALL BE DONE IN J-BOXES AND ONLY AT NOTED OR APPROVED LOCATIONS. '
(3') ALL CONDUITS, J-BOXES & FOUNDATIONS TO'13E INSTALLED IN AREAS OF PAVING SHALL BE INSTALLED PRIOR TO PAVING. .
(3-+) 1/2" EXPANSION JOINT MATERIAL (SEALED) SHALL BE INSTALLED AROUND J-BOXES POlES & FOUNDATIONS IN AREAS WITH CONCRETE CURB & CONCRETE SIDEWALK.
(35) ALL EXPANSION JOINT MATERIAL SHALL BE SET 1/4" BELOW THE SURFACE & SEALED WITH VOLKEM 116 (A MAMECO PRODUCT) OR APPROVED EQUAL.
AS-BUILT PLANS S TAT E I PROJECT DES!GNATION lYE A R SHEET I TOTAL
NO. IMIITI
INITIALS:F DATE: 'iVlf t. IALASKAI RS-RRS-M-000S(52) 1/987 I 50 1//8 c-..... ...... _._ ,_
(36) AREAS OF EXISTING SIDEWALK, CURB & GUTTER SHALL REQUIRE REMOVAL & REPLACEMENT TO ALLOW FOR INSTALLATION OF CONDUITS, J-BOXES & FOUNDATIONS. LOCATIONS REQUIRING REMOVAL SHALL HAVE A MINIMUM OF 1 1/2" DEPTH SAWCUTS WHERE THERE ARE NO CONSTRUCTION JOINTS. IN AREAS WITH CONSTRUCTION JOINTS THE SIDEWALK, CURB & GUTTER SHALL BE REMOVED TO THE NEAREST CONSTRUCTION OR CONTRACTION JOINT UNLESS DIRECTED OTHERWISE BY THE ENGINEER. ALL SIDEWALK AND CURB SHALL BE REMOVED FULL WIDTH. ALL WORK AND MATERIALS SHALL BE CONSIDERED INCIDENTAL TO SECTION 660 CONTRACT PAY ITEMS.
(37) TYPE II J-BOXES TO BE LOCATED IN CURBED MEDIAN NOSE AREAS, SHALL BE INSTALLED PRIOR TO INSTALLING CURB UNLESS AUTHORIZED OTHE~WISE BY
, THE ENGINEER.
(38) TYPE IA JUNCTION BOX COVERS SHALL BE EFFECTIVELY GROUNDED WITH A 3' COPPER BRAID.
(39) CONDUIT OPENINGS SHALL TERMINATE NOT LESS THAN 5 INCHES ABOVE THE BOTTOM OF ALL J-BOXES AND A MINIMUM OF 6 INCHES BELOW THE TOP OF TYPE IA J-BOXES. -
(I-() , ALL CONDUITS, J'-BOXES & FOUNDATIONS TO BE I~TALLED IN AREAS OF PAVING SIDEWALKS OR CURB & GUTTER SHALL BE INSTALLED PRIOR TO PAVING OR POURING CONCRETE.
(1-1) PEDESTRIAN SIGNAL HEADS SHALL BE "HAND/MAN" INTERNATIONAL SYM-SOL TYPE.
(+2) TWO INCHES OF APPROVED INSULATION BOARD (STYROFOAM) SHALL BE ADDED WITHIN THE BOTTOM OF THE CONTROLLER CABINET, ,BETWEEN THE CONTROL EQUIPMENT AND THE CONCRETE BASE. IN ADDITION, A GASKET, OR A PLIABLE SEALANT COMPOSED OF A SILICON CAULKING COMPOUND, SHALL BE PLACED BETWEEN EACH CONTROLLER CABINET AND THE CONCRETE FOUNDATION TO PREVENT DUST AND MOISTURE FROM ENTERING THE CABINET.
(43) ACCESS HAND HOLES WITH COVERS SHALL BE FURNISHED ON THE BACK SIDE OF SIGNAL MAST ARM ATTACHMENT AND SHALL BE 4"x6 1/2" OR AS APPROVED BY THE ENGINEER.
(1-1) GROUT MIXES SHALL BE AS APPROVED BY THE ENGINEER.
(1-5) ALL OPTICOM DETECTORS SHALL BE MOUNTED AND AIMED SO AS TO PROVIDE MAXIMUM EMERGENCY VEHICLE RECOGNITION. DETECTOR 'LOCATIONS AS SHOWN ON THE PLANS ARE APPROXIMATE AND SUBJECT TO CHANGE AS DIRECTED BY THE ENGINEER. DETECTORS SHALL BE MOUNTED AS ,PER MANUFACTURERS RECOMMENDATIONS.
(46) UNUSED OPTICOM DETECTOR ENDS SHALL BE PLUGGED AS APPROVED.
(47) JUNCTION BOXES AND CONDUIT TO BE LOCATED IN GUARDRAIL AREAS SHALL BE INSTALLED IN THE SHOULDER AREA AND LOCATED SO THAT THE CENTER OF J-BOX AND CONDUIT ARE ONE FOOT tROM THE FACE OF THE GUARDRAIL.
(18) JUNCTION BOXES SHALL BE INSTALLED AT THE LOCATIONS SHOWN IN THE PLANS. THE CONTRACTOR, WITH THE APPROVAL OF THE ENGINEER, MAY INSTALL, AT HIS EXPENSE, SUCH ADDITIONAL BOXES AS MAY BE DESIRED TO FACILITATE THE WORK.
(+9) CONDUIT JOINTS SHALL BE STAGGERED IN THE HANGERS DECK SO THAT THE JOINTS ARE APPROXIMATELY MID CONDUIT HANGERS.
UNDER THE BRIDGE WAY BETWEEN THE
(50) ALL SALVAGED MATERIAL SHALL BE DELIVERED TO 2301 PEGER ROAD.
(
(51) Insf.;J//afion anti materials -fOY all -fufure use conduif and conductors shall be /ncidental -fo Pay If-em 660(1) TraTfic St"gna/ S<jsfem Complete.
*~~, ;;:l"~t). ~ , fIONAL W. TA
3071-E - _ ... suu-
• --~
I
•
'< .....
LIGHT POLE SUMMARY POLE NO.
1 2 3 4 5 6
7
8 9
1 0 1 1 1 2 1 3 1 4 1 5 16 17 1 8 19 20 21
STATION
"L"9+45 "L"II+55 "L"13+55 "L"14+85 "L"15+20 "L"16+45
"N"11+00
"0"16+80 "0"18+80 "0"18+80 "0"21+00 "0"21+00 "0"23+35 "0"23+35 "0"24+75
22 I "0"38+10 23 1"0"38+10 24 1"0"40+10 25 1"0"40+10 26 I "0"42+10 27 1"0"42+10 28 I "L "43+50 29 I "L "43+50 30 I "L "45+68 31 I CENTER ON 32 BRIDGE PIER 33 I"L "47+90 34 I "L "49+55 35 I "L "49+55 36 I "L"51+55 37 I "L "51 +55 38 I "L" 53+45 39 I "L "53+45 40 I "L" 55+80 41 I "L "55+80 42 I "L "57+80 43 I "L "57+80 44 I "L" 59+90 45 I "L "59+90
* LOCATION IWATTAGE I CIRCUIT
L T I RT
B 250 Nl A 250 N I
B 250 N2 A 250 N 1
B 400 N2 48' 400 N3
A 250 N3
B 400 N2 A 250 N3
B 250 N2 B 250 N2
A 250 N3 B 250 N2
A 250 N3 A 250 N3
A 250 G2 C 250 Gl
A 250 G2 C 250 Gl
A 250 G2 C 250 Gl
A 250 G2 C 250 Gl
A 250 G2 X 250 Gl
X 250 G2 A 250 Gl
A 250 G2 A 250 Gl
A 250 G2 A 250 Gl
A 250 G2 A 250 Gl
A 250 G2 A 250 Gl
A 250 G2 C 250 Gl
C 250 G2 C 250 Gl
-A-B-C = DETAILS (SEE DETAIL SHEET 52).
250 WATT
400 WATT
LUMINAIRE ARM
LENGTH
12 4
1 2 ' 4 1 2' 1 2'
4'
1 2
4 1 2 1 2 4
1 2 4
4
4 4
4 4 4 4 4 4
4 1 5 4 4 4 4 4 4 4 4 4 4 4 4 4 4
FOOT I NG I POLE TYPE LENGTH
3 3 3 3 3 3
3
3 3 3 3 3 3 3 3
3 3 3 3 3 3 3 3 3
3 3 3 3 3 3 3 3 3 3 3 3 3
37 39.5
37 39.5
37 37
39.5
37 39.5
37 37
39.5 37
39.5 39.5
39.5 39
39.5 39
39.5 39
39.5 39
39.5 42 45
39.5 39.5 39.5 39.5 39.5 39.5 39.5 39.5 39.5 39.5
39 39 39
REMARKS
CAUTION' UTILITY SLEEVE
ORIENT ARM AS SHOWN ON PLANS
SEE BRIDGE PLANS FOR LUMINAIRE MOUNTING DETAIL
-
STATE PROJECT DESIGNATION I YEAR AS-BUILT PLANS
SHEET I TOTAL NO. SHEETS
INITIALS: ~ -- ~I I ALASKA I RS-RRS-M-OOOS (521 1987 51 / /8 I
DATE: ~V/fll-. ------'.-------..L------'-----'----,l .. oj ~ I
CADD REFERENCE NUMBER 86080. 60494NOI
LIGHT POLE SUMMARY POLE NO. STATION
* LOCATION L T I RT
WATTAGE I CIRCUIT LUMINAIRE
ARM LENGTH
FOOTING POLE TYPE LENGTH.
46 "L "6 Z + '0 £,1,1.0. 1Fs/ C 250 G2 4 3 39 47 "L"61+95 I C 250 G 1 4 3 39 48 "L"63+95 C 250 G2 4 3 39
49 "L "6 4 + 80 -If I 1 0' c.o. I
250 G 1 4 3 39.5
50 "01"1+20 I B 250 Gl 12 3 37 51 "Ll"2+55 A 250 Gl 4' 3 39.5 52 "Ll"4+05 1 B 250 G112 3 37 53 "Ll"5+45 A 250 Gl 4' 3 39.5 54 "Ll"6+85 I B 400 Gl 12' 3 37 55 "Ll"8+40 A 400 C3 12' 3 39.5 56 "LI"9+95 B 250 C3 J 2' 3 37 57 "Ll"II+45 A 250 C3 4' 3 39.5 58 "Ll"13+10 I B 250 C3 12' 3 37 59 "Ll"15+10 A 250 C3 4' 3 39.5 60 "LI"17+10 I B 400 C3 12' 3 37 61 "LI"18+60 A 400 C3 12' 3 39.5 62 "LI"20+10 I B 250 C3 J 2' 3 37 63 "Ll"21+95 A 250 C3 4' 3 39.5 64 ~LI"23+80 B 250 C3 12' 3 37 65 "Ll"25+65 A 250 C3 4' 3 39.5 66 "L "94+80 I B 400 C3 1 2' 3 37 67 "L"96+20 A 400 C2 12' 3 37 68 "B"21+50 A 250 C2 4' 3 39.5
69170 I"L "97+80 I 27' 1 1 250/250 1 C2 4' 14' 3 39 71 I"L "99+35 A 250 C2 4' 3 39.5
721731"L"101+00 1 27'1 I 250/250 I C2 4'14' 3 39 74 I "L"102+65 A 250 C2 4' 3 139.5
75/76 I"L "104+25 I 27' I I 250/250 1 C2 4' 14' 3 39 77 I "L"105+55 A 250 C2 4' 3 139.5
REMARKS
ORIENT ARM AS SHOWN ON PLANS
CAUTION' UTILITY SLEEVE
78 I "0 2 "106+94 148' I 400 Cl 15' I 36.5 1 SIGNAL POLE 3 79 I"L "107+70 I 50' I 400 Cl 15' I 36.5 I SIGNAL POLE 1 80 I"L 1"126+39 138'1 400 Cl 15' 136.5 I SIGNAL POLE 4 81 I"Ll"127+60 1 35' 1 400 Cl 15' 136.5 I SIGNAL POLE 2
X 82 "L "130+35 X 400 Cl EXISTING ELECTROLIER J
XX 83 "AD"6+25 28 400 HI EXISTING ELECTROLIER I
X INSTALL 2" RMC BETW~EN JUNCTION BOX 1 ~ JUNCTION BOX 13 AND INSTALL NEW 3C#8 ILLUMINATION CONDUCTOR.
XX INSTALL 2" RMC ~ WEATHER HEAD ON EXISTING ILLUMINAIRE POLE WITH 3C#8 ~ CONNECT TO NEW LOAD CENTER "H". INSTALL PHOTO ELECTRIC CONTROL ON TOP OF FIXTURE.
~:~ "It 48TH lI'f 111
: 6'"d?1 ;fiN:?lifti ftIONALD w. T 71. ~ .. :#~
" .. ~,,, ... -~
LIGHT POLE SUMMARY
.. -
~ .......
~~
!
DETAIL A
Iz: 0-<
o 0....
w C)
z: 0-<1 :1- 5'~ w I Cl -1 ::::> o I (fl
(6=1 OR FLATTER SLOPES)
, ,
CENTER OF LUMINAIRE FOUNDATI ON
:'-. :,.. PLAN SLOPE
FOUNDATION ELEVATION & LOCATION
~ -1 <: 3 w Cl 0-< (fl
Iz: 0-<
o 0....
~ 3 :0 ~ CENTER OF LUMINAIRE FOUNDATION
25 '
0:: bLl
~ ::::>
~
5 '---t 3' .... 1 .. 0-----
(fl1.02% •
PLAN ;:-., SLOPE
2.5'12.5'
0-T- - . 5'
* WHEN LUMINAIRE IS LOCATED BEHIND GUARDRAIL REDUCE TO 25'.
DETAIL C (STEEPER THAN 6=1 SLOPE)
SAME AS PLAN SLOPE OR AS REQUIRED TO STAY WITHIN ROW
(s~ ~S
<. 0,0 ~t
!~S<. !'A.., ~~) 2,
L..-_ BORROW. TYPE B
DIRECTioN OF TRAFFIC
60'*
1 8'
<' SHOULDER HINGE POINT
LIGHT POLE WIDENING (FOUNDATION ELEVATION & LOCATION)
SHEET I TOTAL NO. SHEETS PROJECT DESIGNATION I YEAR STATE
AS-BUILT PLANS \::L:: 177l" .. ~A:.,=Wtt.1 ALASKA I RS-RRS-M-OOOS (52) 11987 I 52 I 118
401
BASE LIGHT
FLANGE
CADD REFERENCE NUMBER 86080. 60494N02
POLE· DETAIL
NOT TO SCALE
1-1/8"-xl-11/16" SLOT (4 REQUIRED) LOCATED
AS SHOWN
* POLE 01 A. PLUS 1/16"
I~ 15" "I
1 5"
'I -r-i -t-I-r-i --+------...i-+I-rl ----'1 +- 1 14 "
THESE DETAILS MODIFY ~ STANDARD DRAWINGS L-03.00 & L-30.00
FOUNDATIONS FOR LIGHTING STANDARDS SHALL BE TYPE III CONCRETE FOOTING DETAILED ON STANDARD DRAWING L-30.00 EXCEPT AS REVISED ON THE PLANS.
LIGHT POLE FOUNDATIONS SHALL HAVE FOUR 1ft x54 ft x6 ft ANCHOR BOLTS INCLUDING NUTS AND WASHERS AS REQUIRED. THE ANCHOR BOLTS AND NUTS SHALL BE ASTM A-307 WITH THE TOP 8 ft OF THE BOLT THREADED AND THE TOP 12ft GALVANIZED IN ACCORDANCE WITH ASTM A-153. USE 14-1/2 ft BOLT CIRCLE.
LIGHT POLES SHALL BE INSTALLED WITH FOUR BREAKAWAY SUPPORT COUPLINGS AND ONE SKIRT. THE BREAKAWAY SUPPORT COUPLINGS AND SKIRTS SHALL CONFORM TO AASHTO SPECIFICATIONS AND DRAWINGS PA5-1 AND PA5-2 (SEE SPECIAL PROVISIONS). THE COUPLINGS SHALL BE FURNISHED WITH TORQUE NUTS.
• .# ~, : .... ~
. .
~ 1---4'-1 ~ 1 I- CENTER OF LUMINAIRE FOUNDATION CENTER OF LUMINAIRE FOUNDATION Cl w
SIDEWALK
DETAIL B (BIKE PATH ONLY)
1 '/-
'" , ,
"
( PLAN SLOPE
FOUNDATION ELEVATION & LOCATION
2' MIN I_ .1
GRADE AROUND LUMINAIRE POLES TO DRAIN WATER AWAY FROM FOUNDATION
2' I_ .1 MI N
...........
....................
FOUNDATION GRADING DETAIL
LIGHTING SYSTEM
DETAILS
.. . STATE PROJECT DESIGNATION YEAR SHEET TOTAL AS-BUILT PLANS NO. SHEETS
INITI~LS: Ifl- DATE : ~ /./, ft. ALASKA RS-RRS-M-OOOS(S2) 1987 53 118
~ -_.
Ij· CADD REFERENCE NUMBER 86080.60494N07 ,
JUNClION BOX SUMMARY JUNClION BOX SUMMARY JUNCTION LOCATID.N
REMARKS JUNCTI ON STATION LOCATION
TYPE REMARKS STATION TYPE BOX NO. LT. RT. ~OX. N-O. LT. RT. , "L "9+ 50 X I-A ADJACENT TO FRONT OF SIDEWALK 54 11 L" 64+00 X I-A 2' FROM EDGE OF PAVEMENT 2 "L"9+45 X I-A 2' FROM EDGE OF PAVEMENT 55 "01"1+20 X I-A 1 ' IN FRONT OF SIDEWALK 3 "L"11+55 X. I-A 2' FROM EDGE OF PAVEMENT 56 "L"63+90 X I I 2' FROM EDGE OF PAVEMENT 4 "L"13+35 X I-A 2' FROM EDGE OF PAVEMENT 57 "L"63+70 I I CENTER IN MEDIAN 5 "L"13+55 X I-A ADJACENT TO FRONT OF SIDEWALK 58 "Ll"2+55 X. I-A 1 ' IN FRONT OF SIDEWALK 6 "L"14+85 X. I-A 2' FROM EDGE OF PAVEMENT 59 "Ll"2+55 X. I-A 2' FROM EDGE OF PAVEMENT 7 "L"15+65 X I I 2' FROM EDGE OF PAVEMENT 60 "Ll"4+05 X. I-A 1 ' IN FRONT OF SIDEWALK 8 "L"15+20 X I-A ADJACENT TO FRONT OF SIDEWALK 61 "Ll"5+45 X. I-A 1 ' IN FRONT OF SIDEWALK
I
9 "L"15+65 45' I I 62 "Ll"5+45 X. I-A 2' FROM EDGE OF PAVEMENT 1 0 "L "1 5 +45 Co7lf s I I CENTER IN MEDIAN 63 "Ll"6+85 X. I-A 1 ' IN FRONT OF SIDEWALK I
1 1 "0"16+55 45 ' I I 64 "Ll"8+20 X. I-A 1 ' IN FRONT OF SIDEWALK I
1 2 "N"11+00 X. I-A 2' FROM EDGE OF PAVEMENT 65 "Ll"8+20 X. I-A 2' FROM EDGE OF PAVEMENT 1 3 "0"16+75 I I CENTER MEDIAN 66 "L 1"9+95 X. I-A 1 ' IN FRONT OF SIDEWALK 1 4 "0"16+75 X. I I ADJACENT BACK OF SIDEWALK 67 "Ll"11+45 X. I-A 1 ' IN FRONT OF SIDEWALK 15 "L"15+25 X. I I I ADJACENT BACK OF SIDEWALK 68 "Ll"11+45 X. I-A 2' FROM EDGE OF PAVEMENT 1 6 "0"16+80 X. I-A ADJACENT TO FRONT SIDEWALK 69 "L 1"13+10 X. I-A 1 ' IN FRONT SIDEWALK 1 7 "0"18+80 X I-A 2' FROM EDGE OF PAVEMENT 70 "Ll"15+10 X. I-A 1 ' IN FRONT OF SIDEWALK 1 8 "0"18+80 X. I-A ADJACENT TO FRONT OF SIDEWALK 71 "Ll"15+10 X. I-A 2' FROM EDGE OF PAVEMENT ,
1 9 "0"21+00 X I-A 2' FROM EDGE OF PAVEMENT 72 "Ll"17+10 X. I-A 2' FROM EDGE OF SIDEWALK 20 "0"21+00 X. I-A ADJACENT TO FRONT OF SIDEWALK 73 "L 1"18+60 X. I-A 1 ' IN FRONT OF SIDEWALK 21 "0"23+35 X I-A 2' FROM EDGE OF PAVEMENT 74 "L 1"18+60 X. I-A 2' FROM EDGE OF PAVEMENT 22 "0"23+35 X. I-A ADJACENT TO FRONT OF SIDEWALK 75 "Ll"20+10 X. I-A 1 ' IN FRONT OF SIDEWALK 23 "0"24+75 X. I-A 2' FROM EDGE OF PAVEMENT 76 "Ll"21+95 X. I-A 1 ' IN FRONT OF SIDEWALK
77 "Ll"21+95 X. I-A 2' FROM EDGE OF PAVEMENT 78 "L~ "23+80 X. I-A 1 ' IN FRONT OF SIDEWALK
24 "0"38+10 X I-A 1 ' IN FRONT OF FACE OF GUARDRAIL 79 "L 1"25+65 X. I-A 1 ' IN FRONT OF SIDEWALK 25 "0"38+10 X. I-A 2' FROM EDGE OF PAVEMENT 80 "L" 25+65 X. I-A 2' FROM EDGE OF PAVEMENT 26 "0"40+10 X. I-A 1 ' IN FRONT OF FACE OF GUARDRAIL 81 "L"94+80 X. I-A 1 ' IN FRONT OF SIDEWALK 27 "0"40+10 X I-A 2' FROM EDGE OF PAVEMENT 82 "L"96+20 X. I-A 1 ' IN FRONT OF SIDEWALK 28 "0"42+10 X I-A 1 ' IN FRONT OF FACE OF GUARDRAIL 83 "B"21+45 22' I-A 1 ' IN FRONT OF SIDEWALK 29 "0"42+10 X I-A 2' FROM EDGE OF PAVEMENT 84 "L"96+20 24 ' I-A 1 ' IN FRONT OF SIDEWALK 30 "L"43+50 X I-A 1 ' IN FRONT OF FACE OF GUARDRAIL 85 "L"97+80 X. I-A 1 ' IN FRONT OF SIDEWALK 31 "L"43+50 X I-A 2' FROM EDGE OF PAVEMENT 86 "L"99+35 X. I-A 1 ' IN FRONT OF SIDEWALK 32 "L"44+10 X. I-A COORDINATE WITH BRIDGE CONDUIT ROUTING 87 "L"99+35 24' I-A 1 ' IN FRONT OF SIDEWALK
88 "lr"101:+00 X. I-A 1 ' IN FRONT OF SIDEWALK 33 "L"45+68 X I-A 0.5' FROM INSIDE EDGE OF GUTTER 89 "L"102:t65 X. I-A 1 ' IN FRONT OF SIDEWALK 34 "L"47+90 X I-A 0.5' FROM INSIDE EDGE OF GUTTER 90 "L"102+65 24 ' I-A 1 ' IN FRONT OF SIDEWALK 35 "L"49+55 X I-A 0.5' FROM INSIDE EDGE OF GUTTER 91 "L"104+25 X. I-A 1 ' IN FRONT OF SIDEWALK 36 "L"49+55 X I-A 0.5' FROM INSIDE EDGE OF GUTTER 92 "L"105+55 X. I-A 1 ' IN FRONT OF SIDEWALK 37 "L"51+55 X I-A 0.5' FROM INSIDE EDGE OF GUTTER 93 "L"105+55 X. 1 ' IN FRONT OF FACE OF GUARDRAIL 38 "L"51+55 X. I-A 0.5' FROM INSIDE EDGE OF GUTTER ) 94 "N"11+40 50 I I 39 "L"53+45 X I-A 0.5' FROM INSIDE EDGE OF GUTTER 95 "L"59+05 X I-A 1 ' IN FRONT OF FACE OF GUARDRAIL 40 "L"53+45 X I-A 0.5' FROM INSIDE EDGE OF GUTTER 96 "L"59+05 I-A CENTER IN MEDIAN 41 "L"55+80 X I-A 0.5' FROM INSIDE EDGE OF GUTTER 97 "L"64+00 95 I I 42 "L"55+80 X I-A 1 ' IN FRONT OF FACE OF GUARDRAIL 98 "L"64+70 60 I-A LOCATE OFF END OF PAVING
~~ 43 "L"57+80 X I-A 1 ' IN FRONT OF FACE OF GUARDRAIL 99 "L "4+95 X I-A 1 ' IN FRONT OF SIDEWALK 44 "L"57+80 X I-A 2.5' IN FRONT OF FACE OF GUARDRAIL 100 "AD"6+05 30 I-A ,. 41TH'\ '*'
.R.: ,.?.' D ./. iIiifJ: 45 "L"57+80 X I-A '2 ' FROM EDGE OF PAVEMENT 1 0 1 "AD"6+20 28 I-A ~W'. {Z -
46 "L"59+90 X I-A 2' FROM EDGE OF PAVEMENT 102 "L "127+80 45 I I . .NO. 307:;" .~
47 "L"59+90 X I-A 2' FROM EDGE OF PAVEMENT /04 A "L" fo3+50~ 90 " '''_7 La, 48 "L"61+95 X I-A 2' FROM EDGE OF PAVEMENT 104 "AD"6+24 I-A AS SHOWN ON SHEET #61. ~''III. 7
X
.....
49 "L"61+95 X I-A 2' FROM EDGE OF PAVEMENT SEE SHEET 60 FOR ADDITIONAL SIGNAL RELATED JUNCTION BOXES 50 "L"63+60 98' I I 51 . "L"64+03 62.' I I EWO ""32 JUNCTION BOX 52 "L"64+75 70' I I
SUMMARY 53 "L"64+80 X I I CENTER MEDIAN
, ~~
~
• -
'".
(-. ,~
[2-3t:.' "8' IL 2N~ILL
----To J-Box ItS .... ~ r ~ -\
[!-3""dILLJj\~~ {i-.3c ~ .3"RMCF.S~~_ B 2"RMCI!'-2"RMC lU. -c-';-
I _---,TI -3c I#' 6' .rL.L<~,,,,.l \
LL-Jc.#6F.S'/Gw...d ..... ;]/IRMC FSir· . /-.r RAfe F. .J"/t:. I
I @l?J /-f'HILL,~;;.rY~~E~~~~~ . / /6 ~ 17 B /5~ \ 2- 3c #8 ILL
/- 3c'" ~F.siG.PH'R.. ... /- 3'" RNC F. SIr; ,. /_IN R/YC' .F. S/G PWRII.iL
o J-Box#/8
S 16 := S'9nal F=FutlJre DET = Detector
. PP8=:Petie.sfni1n push IJutf011 ,LL . = Loop leild~ I/) . ,,' 'OPC< ':' OpTiC om ciible
Q-3C #8 ILLI.---"'" 2"/('MC IL ~ ....... - ---
To J-Box#4 . ;..--(-'7- -To J-Box#/7
/'./ ~[i-3"#8J PED '=Pedesfri4n signal PWR = Power j:or coni-roller ILL. =Z/Iumlnafion '/
'/ ;?N RHC'.l7L
G-Sc#8 ILL ( .... /0
U-3c-#6F. S/G P'WK 2/i" If'MC
, To Load Cen/erN J Bo)( 94
,.oE<9E1 .,f.o -- IVOME Or(
AI'oreg EOr ,F,/T'(./re C/;'-cv//s RV/7 C'o/Jdvcror ~ 4:e.?ve .)'v/f/C/(U11- C'oMlJc-ror For ,cvfi./rE. "/eY7W;,i?f-/M Co;./t!td' q,..PJ Ae:I./ .... cen-l' ./vAC7/on Box.; / .Load c?e"le-r P~/s.
16 f'I .t ~"Lello'il1s, Edge 17 Le,U7il1(l £q'qe (Tgplc,l) ,
,'1-,,; ',./,J"
...... ,' I ,...,'-
.,_, 'J \
I' ... I ' I
" ... , I. 'I I • I
• "J, . . I ,
,r ....... ·,;'· )
~.": Medjlln ,-', . ~ .. I" -" , ' . ,
.-:- .J' ,'/ :,~','':-
Shoulder
12 '
12 '
12.5'
Yarles
12.5'
12 '
12'
+ Shoukler
T/(AFFIC COt/NT ·STATI()N TYPICAL "L'" 57 r OO
Conc!ul! t c./une/ion Lio)' LtX'.1//onJ'
TRAPFIC COUNT SrATIQ' NOTIS
THE LOOPS FOR THE TRAFFIC COUNT STATION SHALL BI ,'.,' LOOPS 4 TURNS EACH OF AlG In IHI COIIDUCTOR III 1 I NCH PVC CONDUIT. THE CONSTRUCTION DETAILS SHALL BE AS SHOWII 011 SHIIT 5' OF THE PLAMS. INDIVIDUAL LEAD-IllS FOR IACH LOOP SHALL BI BROUGHT TO THI TYPI II JUNCTIOII BOI LOCATID ON THI HIDIAN CINTIR LIlfl AT "L" 57+00. . THE CONTRACTOR SHALL LIAVI APPROIIMATILY , FElT OF ADDITIONAL CONDUCTOR COILED UP III THE JUIICTIO. 101. ALL LOOP LEAD-INS SHALL BE HARIED WITH THE.APPROPRIATI LOOP NUHBERS, AND TESTED PER SECTION "O~'.01.
ALL LOOPS SHALL BE CIIiTIRI» IN THIIR RISPECTIVI LANIS.
STATE PROJECT DESIGNATION YEAR 8HIIT TOTAL
110. SHEETS AS-BUILT PLANS 0
RS-RRS-M-OOOS(52) 118 ALASKA 1987 54 ,
" n :~NITlALS: Ail 4 07,.E: tpJrt.. ~~""T' ....... 0., __ 5<'6 ,_
"
/ /
,. .;' .#1'''
• •
~
" I
III .~ '-I
0 C) c:) C) 1-....... Ie) • ~
~ \.l ~ '\)
~
DETECTION SCHEDULE
DETECTOR DIMENSIONS NO. NO. LOCATION L W TURNS REMARKS
1 "L" 63+80 6 6 3 2 "L" 63+65 6 6 3 3 "L" 63+50 6 6 3 4 "L" 63+06 6 6 3 5 "L" 63+80 6 6 3 6 "L" 63+65 6 6 3 7 "L" 63+50 6 6 3 8 "L" 63+06 6 6 3 9 "L" 63+80 25 . 6 2
10 "L" 61+25 6 6 3 11 "L" 59+95 6 6 3 12 "L" 63+80 25 6 2 13 "L" 61+25 6 6 3 14 "L" 59+95 6 6 3 15 "L" 63+80 25 6 2 16 "L" ~1+25 6 6 3 17 "L" 59+95 6 6 3 18 "L" 64+75 25 6 2 To Be Installed By Others 19 "L'" 67+30 6 6 3 To Be Installed By Others 20 "L" 68+60 6 6 3 To Be Installed By Others 21 "L" 64+75 25 6 2 To Be Installed By Others 22 "L" 67+30 6 6 3 To Be Installed By Others 23 "L" 68+60 6 6 3 To Be Installed By Others 24 "L" 64+75 25 6 2 To Be Installed By Others 25 "L" 67+30 6 6 3 To Be Installed By Others 26 "L" 68+60 6 6 3 To Be Installed By Others 27 "LI! 0+70 6 6 3 28 IILI! 0+85 6 6 3 29 ilL" 1+00 6 6 3 30 "LII 1+44 6 6 3
* LOOP STATIONING IS REFERENED TO THE FRONT EDGE OF THE LOOP NEAREST THE INTERSECTION.
LOOPS ARE TO CENTERED IN THEIR RESPECTIVE LANES UNLESS NOTED OTHERWISE.
z"
To C/·8o;c -49 __
(I -'c # {J FLASHER L 3 - 3c #6 ILL (PIAIRI 3" Ii'MC
,c .. ~ 2"RMC(I)
---\
~ ~ ~
'{)'<: 0''V , .'fJ ~ ~ ~ ~ ,"ll\,
\, , \,
:T. Box. '%'0 f}1CJI'£D TO EACK OF S(DCV#llK
--t- 3" RMr:(S
\ .\I-\
\ --_.
............... _____ ._ ••• _._.... u r a D IHIET TOTAL
AS-BUILT PLANS .. -. -~1"'I£o r" nv .. £o'" I W£o .... lun'" 11\011.. t .. ,.. "
flO. 8HIETti
ALASKAIRS-RRS-M-OOOS(52119871 55A 1//8 INITIALS: }I ~ II'
Ct)~.
i' ~
QV "')(0.
qoO
I I , I I I I I I I
\ \ 3C./top \ \ .:z" R!>1C- ItL \ \
\
"
\ , \ \ \ \ ,
, , '
f- 3c#8 ILt]
3"RMC(D) l"RMC(IlS)
DATE: 11/.1/('1. , <0 .... "_ ........ _ ... _
, -, -, -:-----------------------------------------------------------------------------------------------------------------------------
I--... ±:;:----:..- -- --- - - -----~.=-..:::;-- ------------- --------- -- --- -- --,-:_-:: --- --------- ------------ -- - ---_ L_g,4 __ J .. i2S: It
II --_. ---r--" L_J ____ J *
JIf< -------F ---------------65 - - ---- - - _ _ Z"RMC(OF) -----------
"
• .. .-.12j iIt
... -------------- --- --- -- -- --
iIt ---
~~-------------------------------------
------------------------------------------------------------------------------------------------------------------ /.;) I ------- -------- ---- ---------- -- --- - - - - ---- - - - - - -- --- - - - , '''RMC(S)
r = FutUre D= Detector 5 = Si9nal (SIG) I ' I1/llminallon (ILL) P = Power /Or conlNller (PWR)
To J-l!Jo;c "48 ~-"C"6 ILL J I- 3c"'8 FLASHef(
2 "R,ffC
- -....;' -- -===;~-.:-.:-==-..:-.:-=~=---~=====~= ==~---------------=== ~== ~=~~---------- --- -- ---- ------ -- ---------- ----------<£::&--S --I ------------------------------------
------~ ( ] ~ \, Z"RMC(Ir)
~ '-- r I - 3c .. t3 FLASHER ] /- 3c #6 Pwr. F. Si9 4- 3c #6 ILL
~ 3ft. "RMC(I, P, ( FLASHeR)
GEIST /?OAO - DANBY STREET CONDU /T f JlIA/CT/ON BOX LOCA TlONS
* Future construclion, nola pari of'this contract.
,
., _. ~ ,.-
~
•
Ct,~
STATE PROJECT DESIGNATION YEAR Cl LLJ
~~ LLJ
z1::::>
FOUNDATION CONDUIT J-BOX DETAILS LIGHTING FOUNDATION DETAILS RS-RRS-M-OOOS(S2) 1987
SHEET NO.
55B
TOTAL SHEETS
//8 3~a ClOLLJ ClI.L..~
IJ) a..Zz LLJ«LLJ I-~:I: (f)f--3 / 1
I-Cl :I:LLJ (!) > rt--.l -0 LLJ~ I a..
a.. ~« LLJ I-IJ) LLJ« 1:
==t1l==J/!
n
o
I I I I I I I I I I I I I I I I I I
1 1
LOAD CENTER WHEN REQUIREDA ~ CONTROLLER
NOT TO SCALE
ALL CONDUITS SHALL BE PLACED IN THE FRONT HALF (DOOR SIDE) OF THE CONTROLLER FOUNDATION
TYPE P -I CABINET
2ft INSULATION 318 ft PLYWOOD
• 'V
• 00
• 'V N
BONDED
INSTALL MARKER TAPE ABOVE ALL BURIED CONDUIT
NOTE· ALL GROUTED BASES SHALL HAVE 1 ft DRA I N (WEEP) HOL ES.
#8 COPPER 1ft CHAMFER WHEN NOT LOCATED IN SIDEWALK OR PAVEMENT
,SIGNAL POLE -EXISTING CONDUITS MAY HAVE TO BE MODIFIED WHEN ADJUSTING EXISTING OR INSTALLING NEW J-BOXES
GROUT CONDUIT CTYP)
, I I I I , , I I I I I BONDED I I I I I I (#8 COPPER) I I I I I I I~~~mr~~~-o~==~~~~~~ I I I , I'
'~I I I I I I I 1,' I ~' I /a.. II ....J_, -- 1 ... __ __.-1.)-
-I I I 1-0 , I II-°1 I I I I ~I: : I I II I:~
I I I I "
1· WEEP HOLE
THE TOP 12" SHALL BE TYPE I OR I-A J-BOX
==tIl==!/! --!-, 1/, d);;S I, BONDED (#8 COPPER)
BRICK BASE : I ' ALL SIDES CTYP)
BONDED -----, (#8 COPPER)
TYPE I & I-A J-BOX OR AS NOTED
NOT TO SCALE
BREAKAWAY SUPPORTS (SEE DETAIL & SPECIAL
PROV I S IONS)
BRICK BASE ALL S I DES (TYP)
~ 1 \ I ~ e"~ I I I 11 7 ~~ • lf)
T ~I -..l.-H'~'~' +--i ~;ll _J I I I \ \ I I I , .... I I I " I I I ....
ALASKA
CADD REFERENCE NUMBER 86080,60494N08
LIGHT STANDARD BONDING SEE SPECIAL PROVISIONS 660-2.10
J ~ I XI~J' _ TORQUE TYPE NUTS
I I I I I I I
----I I I
I I I I I I J
1
• N
1" CHAMFER WHEN NOT LOCATED IN SIDEWALK OR PAVEMENT ~~
THE TOP 12" OF FOUNDATION SHALL BE FORMED r " n n • n ."
AS-BUILT PLANS
INITIALS: 44" DATE: Ilf/f, I
SKIRT
~; L GRAVEL ~~
1 I I I 1 I I 1 I
"r.-r---""-r-/ ) a-L - - - ....J..a'" - -
,I '" : :'-,-rc.~--'---J.tr -- GRAVEL DRAIN
-I-----------]----' ------------_____ ,1
I ' ___ / J I, .... ~--] -I --/ I .... -----{~
PRECAST FOUNDATION (SEE DETAILl
DRAIN RMC TYPICAL UNDER ALL TYPES OF J-BOXES
-- -- ---_/
SECTION AA INSTALL 3/4 ft xl0' GROUND ROD(#4 COPPER TO CONDUIT BUSHINGS AND
ALTERNATE INSTALLATION ~ ALLOWED WHEN APPROVED
CIDH FOUNDATION ~r:;;r:= CONDUIT "Tft WITH GRAVEL DRAIN
~ ftT· DRAINS WITH GRAVEL (TYPICALl
TYPE III CIDH FOUNDATION
"SKIRT" TO BE INSTALLED AROUND BREAKAWAY SUPPORTS
LOAD CENTER)
PRECAST
BY THE ENGINEER
A-.J CONTROLLER
NOT TO SCALE
FOUNDATION (FOR TYPE "P ft CABINET)
40-3/4" o 0 6 ~18-1/2"
b,.'O"
ANCHOR BOLT TEMPLATE (CENTER ON FOUNDATION, & CONFIRM WITH CONTROLLER CABINETS.) •
00
4" TYP.
3/4" CHAMFER / ALL EXPOSED EDGES
BLOCKOUT BOTH ENDS
• 'V N
2ft DEEP x 6" WIDE BLOCKOUT FOR CONDUIT RACE BOTH ENDS.
6" 6
.. 6 ft J---
\)~~\¥. ... ~~\..
r;,~r
BLOCKOUTS TYP. BOTH SIDES
OUNDATION SHALL BE REINFORCED WITH #4 RE-STEEL ON 12" CENTERS BOTH HORIZONTAL & VERTICAL ALL SIDES. MIN. 10" OVERLAP ON ALL HORIZONTAL RE-STEEL AT CORNERS & SPLICES.
COMPACT GRAVEL DRAIN PRIOR TO INSTALLING FOUNDATION. INSTALL FOUNDATION LEVEL & COMPACT BACKFILL AS APPROVED BY THE ENGINEER.
1 •
2.
3.
4.
5.
THERE SHALL BE A MINIMUM OF 2" OF CONCRETE COVER FOR ALL REBAR & ANCHOR BOLTS. 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. ALL CONCRETE SHALL BE CLASS A. ALL BLOCKOUTS, EXCEPT FOR THE VERTICAL CONDUIT RACES SHALL BE GROUTED FULL INCLUDING THOSE USED FOR CONDUIT. ALL CONDUITS SHALL EXTEND 4" ABOVE THE TOP OF FOUNDATION.
TYPE I & I-A J-BOX INSTALLATION ON SLOPE
POP RIVETS OR SHEET METAL SCREWS
BREAKAWAY SUPPORTS ~~ I r rFf=1-, -T
SLOPE AFTER------..... FINAL GRADING
BRI CK BASE--ALL SIDES CTYP)
"T" WITH GRAVEL DRAINS ,-
I I I I I L _ .J I
6" BELOW L___ _.J
~COVER CTYPl
BRICK BASE For J-BOXES (TYPE I & IA)
DETAILS NOT TO SCALE
BREAKAWAY -I SUPPORT
1" ANCHOR------r BOLT
TYPE I I I I • FOOTING
l 2-112 ft TO 3ft
1/8· TO 3/8"
TYPE I-A JUNCTION BOX DETAIL MAST ARM MOUNTING FOR
SIGN FOG TITE OR APPROVED EQUAL
ALUMINUM TRAFFIC COVER. WT.-20#
,
114ft BRASS SCREW W/3' GROUND CABLE (COPPER BRAIDl
18 "
b,. ..
~~\I 'k
,
~.~ / i?
NOT TO SCALE
BRASS ftLft BOLTS & NUTS IN DIAGONAL CORNERS
•
THE WORDS ftTRAFFIC" OR "LIGHTING· TO BE EMBOSSED AS APPLIES.
9 GA. WELDED WIRE FRAME
~ BOTTOM WT. 148#
1/2 SIGN HEIGHT
"R" SERIES NOT TO SCALE
FIELD DRILL SIGNS FOR LEVEL INSTALLATION
STEEL SADDLEMOUNTING
MAST ARM
~STAINLESS STEEL ( 3/4 ft x.030"
- (
N ~
5/16 BOLTI FLAT WASHER
BAND
3· FROM--I~ 3 ft TYP.
VERTICAL
SIGNAL LIGHTING
AND SYSTEM
~,
SIGNAL SYSTEM DETECTION LOOP DETAILS
NOT TO SCALE
CONNECT TO NEXT LOOP WHEN REQUIRED ~ CONDULET "T" WHEN
MORE THAN 1 LOOP :5 TURNS OF #14~ I INSTALLED (ACCESS RHW CONDUCTOR ~..... SIDE UP) OR AS SPECIFIED ', ..... IN SUMMARY ~ ~ CONDULET "T"
2 EA. PER LOOP #14 RHW CONDUCTOR TWISTED WITH 3 TURNS PER FT.
~<v r§. ,,' ~ :\ ..:::,~~ <v<::>~~<v~
SOLDER SPLICE LOOP CONDUCTORS TO LEAD-IN CABLE(S) AND INSULATE PER SECTION 660-209(A)
(ACCESS S I DE UP)
C; ~ ~v
JUNCT I ON BOX ---,
<:>~" ~ INSTALL A "-DRAIN 1/2" CONDU IT
A
~
A
.... -< / / / r 7 CONDUIT ELBOWS ----Y WITH COUPLINGS (TYPJ
1/2" CONDUIT FOR INSTALLATIONS OF TWO LOOPS OR LESS AND I" CONDUIT FOR INSTALLATIONS OF 3 OR MORE LOOPS
RMC CONDUIT
SEE STANDARD DRAWING T-32.00 AND SIGNAL & LIGHTING DETAILS & NOTES
PAINT SAW CUT EDGES WITH APPROVED ASPHALT & REPAVE WITH , APPROVED MATERIAL SAW CUT (TYP)
EXISTING PAVEMENT *
i,,,,,,,,, • I") •
'. • •
•
• •
•
• • • LOOP CONDUIT
APPROVED SAND BACKFILL
SECTION A-A
* LOOPS TO BE INSTALLED BENEATH NEW PAVING SHALL BE INSTALLED PRIOR TO PAVING
1. ALL NEW LOOP CONDUIT & FITTINGS SHALL BE RIGID PVC WITH SOLVENT WELDED CONNECTIONS EXCEPT THAT PORTION OF THE CONDUIT RUN FROM THE CURB LINE TO THE NEAR JUNCTION BOX SHALL BE RMC. THE CONNECTION BETWEEN THE PVC AND THE RMC SHALL BE AS APPROVED BY THE ENGINEER.
2. EACH PAIR OF LEAD-IN CONDUCTORS FROM LOOPS TO JUNCTION BOX SHALL HAVE IDENTIFICATION BANDS PER SECTION 660-2.08 AND 660-4.01-7. THE LEAD-IN CABLES SHALL ALSO BE BANDED AT THE CONTROLLER WITH NEW LOOP NUMBERS.
3. SEE SECTION 660-4.01 FOR ADDITIONAL INFORMATION.
4. THE DETECTOR HARNESSES SHALL BE LABELED WITH THE SIGNAL PHASE AND LOOP NUMBERS WHICH EACH CHANNEL REPRESENTS.
5. LOOPS SHALL BE SPLICED TOGETHER IN THE JUNCTION BOXES OR CONTROLLER CABINETS. IN PARALLEL OR SERIES COMBINATIONS AS SHOWN ON THE INTERSECTION DETAILS. NOTES & SUMMARIES.
6. STATIONS LISTED IN THE LOOP DETECTOR SUMMARY ARE TO THE FRONT EDGE OF THE LOOP. ALL LOOPS SHALL BE CENTERED IN THE LANE UNLESS SHOWN OTHERWISE.
7. ALL EXISTING DETECTION SHALL REMAIN FUNCTIONAL UNLESS APPROVED OTHERWISE BY THE ENGINEER.
8. BEFORE ANY EXISTING LOOP IS DISCONNECTED. THE ENGINEER SHALL BE NOTIFIED 48 HOURS IN ADVANCE TO ALLOW FOR EQUIPMENT ADJUSTMENTS.
9. ALL WORK AND MATERIALS REQUIRED TO INSTALL THE TRAFFIC SIGNAL SYSTEM DETECTION LOOPS SHALL BE CONSIDERED INCIDENTAL TO ITEM 660(1) TRAFFIC SIGNAL SYSTEM COMPLETE.
10. THE DETECTOR LOOP HOME RUN CABLE SHALL CONFORM TO IMSA SPECIFICATION #50-2-1984 LEAD-IN CABLE.
11. THE DETECTOR LOOP WIRE SHALL BE #14 STRANDED RHW CONDUCTOR. 12. SEE SPECIAL PROVISIONS 660-2.08 FOR INSTALLATION DETAILS ON NOYES
SLOUGH BRIDGE.
LOAD CENTER SUMMARY STATE PROJECT OESIGNATION I YEAR SHEET TOTAL NO. SHEETS
ALASKA I RS-RRS-M-OOOS (52) 11 987 56 /IB
NOME-PEGER RD. "N" AS-BUlL TJ PLANS-- CADD REFERENCE NUMBER 86080.60494N04 "N"II+45 50' RT.
480/240 VOLT SINGLE PHASE SERVICE 100 AMP MAIN BREAKER 60 AMP MAGNETIC CONTACT OR
INITIALS: l' ~, j •
CIRCUITS WIRE SIZE RATING
15 AMP 480V 15 AMP 480V 15 AMP 480V 30 AMP 480V
PURPOSE
ILLUMINATION ILLUMINATION ILLUMINATION FUTURE SIGNAL
N 1 N2 N3 N4
3c#8 3c#8 3c#8 3c#6
NOTE: N4 SHALL BY-PASS THE PHOTO ELECTRIC CONTROL CELL.
GEIST RD.-DANBY ST. "G" "L"64+00 95' RT.
480/240 VOLT SINGLE PHASE SERVICE 200 AMP MAIN BREAKER 100 AMP MAGNETIC CONTACTOR
CIRCUITS
Gl
WIRE SIZE
3c#6 3c#6 3c#6 3c#6 3c#6 3c#8
RATING
20 AMP 480V 20 AMP 480V 20 AMP 480V 20 AMP 480V 30 AMP 480V 20 AMP 480V
PURPOSE
ILLUMINATION ILLUMINATION G2
G3 G4 G5 G6
FUTURE ILLUMINATION FUTURE ILLUMINATION FUTURE SIGNAL FLASHER STEP DOWN
NOTE: G5 & G6 SHALL BY-PASS THE PHOTO ELECTRIC CONTROL CELL .
COLLEGE ROAD-DANBY ST. "C" "Ll"127+80 45' RT.
480/240 VOLT SINGLE PHASE SERVICE 100 AMP MAIN BREAKER 60 AMP MAGNET CONTACTOR
CIRCUITS WIRE SIZE RATING PURPOSE
Cl 3c#8 15 AMP 480V ILLUMINATION C2 3c#8 15 AMP 480V ILLUMINATION C3 3c#8 15 AMP 480V ILL U MIN A TI 0 N 3C." (" to :J-
C4 3c#6 30 AMP 480V SIGNALS
NOTE: C4 SHALL BY-PASS THE PHOTO ELECTRIC CONTROL CELL.
HANSON ROAD-AURORA DR. "AD"6+10. 25 LT.
240/120 VOLT SINGLE PHASE SERVICE 100 AMP MAIN BREAKER
CIRCUITS WIRE SIZE RATING PURPOSE
HI 3c#8 10 AMP 240V ILLUMINATION H2 3c#8 20 AMP 120V CONTROLLER
EQUIPMENT H3 * * GATE MOTOR
* BREAKER & WIRE SIZE SHALL BE BASE ON MFG RECOMMENDATION OF GATE OPERATOR MOTOR. THIS LOAD CENTER CAN BE STANDARD 100 AMP EXTERIOR RESIDENTAL TYPE BREAKER BOX THAT MAYBE SECURELY LOCKED WITH HASP FOR A PADLOCK.
GENERAL NOTES ON LOAD CENTER
1. LIGHTNING ARRESTERS SHALL BE INSTALLED ON ALL LOAD CENTERS.
2. A 2.5 KVA 480/240/120 VOLT SIGNLE PHASE STEP DOWN TRANSFORMER SHALL BE PROVIDED & MOUNTED AT LOAD CENTER "G" TO PROVIDE 120 VOLT POWER TO THE FLASHERS & DOWN LIGHTS NORTH & WEST OF GEIST RDIDANBY STREET INTERSECTION.
3. WIRES FOR FUTURE USE CIRCUITS SHALL BE BROUGHT INTO THE LOAD CENTER & SUFFICIENT LENGTH PROVIDED FOR TERMINATION TO THEIR RESPECTIVE BREAKERS. THE ENDS SHALL BE CAPPTED & TIED OUT OF THE WAY FOR TERMINATION AT A LATER DATE.
4. THE WOOD LOAD CENTER POLES SHALL BE OF SUFFICIENT LENGTH SO THAT THE WIRE CONNECTING THE LOAD CENTER WEATHER HEAD TO THE UTILITY TRANSFORMER IS 18' MIN ABOVE THE GROUND.
5. THE POLE FOR LOAD CENTER "H" SHALL BE LOCATED SUCH THAT THE OPTICOM DETECTOR FOR OPERATING THE ACCESS GATE AT AURORA DRIVE CAN BE SEEN BY BOTH NORTH & SOUTH BOUND EMERGENCY VEHICLES AN ADEQUATE TIME IN ADVANCE TO OPEN THE GATE.
6. A 10 KVA 480/240/120 VOLT SINGLE STEPDOWN TRANSFORMER SHALL BE FURNISHED & MOUNTED ON THE SIGNAL CONTROLLER CABINET AT COLLEGE ROAD & DANBY STREET. THE TRANSFORMER & MOUNTING WILL BE CONSIDERED INCIDENTAL TO ITEM 660 (1) .
'Ok. ~z 71ro7 3C ""8'- I!.. o. 10 (3e ITt, USEP ,coT{ ToT/IL /?UN)
DETECTION DETAIL a LOAD CENTER
SUMMARY
• --. ....
,~"
3/8 WIND BRACE BOLT
SIGN PANEL -I
3°
SIGNAL
o Cd
MAST ARM MOUNTED SIGNS (Not for " R " s e r Not to Scale
END OF SIGN---, 7
SIGNS SHALL BE INSTALLED LEVEL
SEE TABLE BELOW
e s s 9 n s)
SIGNAL POLE
1 ' - 0"
o DOUBLE BAND EACH SIDE WITH 3/4" STAINLESS STEEL BAND AND BUCKLES
LOCK WASHERS C I I CS o ALL BOLTS
o ~ ~ CAST ALUMINUM MOUNT
o o
MAST ARM
DRILL ARM AND INSTALL 3/8" SPLIT PIN IN ALL CLAMPS TO PREVENT ROTATION
1/2 HEIGHT AT CENTER OF SIGNS o
o , MOUNTING PLATE
CD
®
(])
@
o o
1-1/2" PERFORATED STEEL TUBE
'----- EXTRUDED ALUMI NUM WI ND BRACE (BEAM) AS APPROVED BY THE ENGI NEER. SEE ST ANDARD DRAWINGS S-OO.OO.
CAST ALUMINUM MOUNTS AND BANDING MATERIALS SHALL BE "BAND-IT" OR APPROVED EQUAL.
MOUNTING PLATE SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123.
ALL WELDING SHALL MEET AMERICAN WELDING SOCIETY SPECS.
BOLTS. NUTS AND WASHERS SHALL MEET THE REQUIREMENTS OF STANDARD DRAWING 5-20.00.
SECTION A-A
3/4"
ilol'--=l 5-1/2" 10 I
~ 3/8" STEEL PLATE / (ASTM. A36)
_____ 3/8"x2-1/2" STEEL BOLT CT ACKWELD I N PLACE)
_ _ ---1/4" FILLET WELD (ALL AROUND)
L 0 L --I2-112"Q-~ ~ 2"
3/4"
1-1/2" ID SCHEDULE 40 STEEL PIPE (1-1/2" NPTl THREADED AS REQUIRED FOR FULL PENETRATION OF ALUMINUM MOUNT
MOUNTING PLATE DETAIL
AS-BUILT PLANS
INlTlALs: ,9 t)." DATE:
SIGN WI DTH (W) 0-12-1/2' 13' T021'
STATE I PROJECT OESIGNATION I YEAR SHEET I TOT AI.. NO. SHEETS
ALASKA I RS-RRS-M-OOOS (52) I 1987 57 I 118 ~ft. I I I I I
CADD REFERENCE NUMBER 86080.60494N03
BANDING = STAINLESS STEEL 3/4"xO.030" TYPE 201 NO. C206
BUCKLES = STAINLESS STEEL 3/4" TYPE 201 NO. C256
ALUMI NUM MOUNT (S I GNALl = 1 -1 12 "NPT NO. D040
PIN = NO. D042
NO. OF CLAMPS
2 3
CLAMP SPACING OVERHANG BETWEEN CLAMPS OVERHANG
0.2W 1 SPACE AT 0.5 0.2W 0.15W 2 SPACES AT 0.35 0.15W
.,~ ~/
03-18 STREET SIGN
MOUNTING DETAIL (S I GN AL MAST ARM)
I:.
'J
8- 2c "'12 LQ-j
~- 2c"/ZLL
1" RMC DET
z- 5c "'/4 SIG 5- 7c "'14 SIGJ PED, F 2.- 3c "*12. PPB 2.- ope 6- 3c ~ 12 LL 1- .3c -8 ILL
13-L:.-
,l"RMC ILL ZHRMC DfT 3/1RMC SlG
7c #11 PED, F., SIG 3c"/2 PPB
3 H RMC SIG 2 H RMC ..5?ARE ZHRMC ILL
{.5ee -Secfion 660-Z,08 or file .special ?roYisions for loop conducfor Speci-flc4f,ons th,s rlln
~- 2c -/2 LL
Zh /fMC DET
[Z-3c *'8 PWR
~" RMC
4- 5c #/4 51G 10- 7c ""/4 PEa 5/G'Z3 4- 3c'" 12. PPB 4- OPe 14- 2c'*12 LL 3- Ie #6 PWR
1- Z/IRMC PWR 1- 3/1 RMC DET 1- 4/1RMC 5/G 1- .3 n RMC S?ARE
$IG = Signal F = Future DET = Defector PPB = Pedesfnqn ptJsh button LL = Loop leild-in OPe = Opt/com cable PED = Pedestriiln signal PWR = Power -for aonrroller ILL = IJ lum/fJahot)
rRMC DfT I
~ \\e,(
>(0
G°f.
2.-8-3-2.-6-
5c"14 SIG 7c-''/1· PED, SIG.F 3c ""12 PPB ope 2c#fZ LL
2"RMC ILL 3t"RMC SI6 2 P RMC DET
1- 5c *14 5/G 1- 5c #/4 SIG 3- 7c ·,4 51G, F; P£D 3- 7c '" 1-1 SIG~3., PED 1- 3c. "'/2 PPB f- 3c*IZ PPB
/1/- OPC 1- ope 2- 2c "'12 LL 1- 3c *8 ILL
/ 1/- 3c *8 ILL 3 H RMC
2/1RMC ILL / c'" RMC SPARE 3 u RMC 5/6 ZURMC ILL
2- 2c*12 L~
1- 5e ';14 5/G 2.- 7c *1"1- 5/G,PED f- 3c*IZ PPB
~J'-.J ~ ~I 1- ope F 1- .3c. "*8 ILL
fk~
2- 5c #/4 SIG 2- 7c -/4 f, PED /- .3c M/Z PPB Z- ope 4- 2.c #LL f- 3c~8 ILL
J"RMC SIGJDET 2" RMC ILL
tnRMC !JET
3 11 RMC 5/G ZIIRMC SPARE ZIIRMC ILL
4.2C-IZLL~
2. H RMC DET
x"a ILI]
ZHRMC ILL
GC #.12 LL =:J I H RMC DET
EXI5ting -type I-J-Box 1-0 be replaced with new fype I-A c./- Box
Confrol/er~
CablfJef
2- Sc "'145/6 2- 7c M/4 F, P£D f- 3c#IZ PPB z- ope ~ 3e*8 ILL
3"RMC SIG 2" I(MC SPARE Z'RMC ILL
\-Z' 5
... ..
BACK OF S/LlEWALX
AS-BUILT PLANS @Jm @ I ~ = f ~ .. .. ... "-.... .. "-
I N ITI AL s: "'-' " j .. .., DATE: $/f!fT. I; I'
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THIS RUA/ i.VI!S !'IDOl: D TO BYPASs V,tflJ?I'IG£D 7T(!N.
iHlS 1?UA/ W'15 DliM/IGED :lJV1?1A/G COA/~VCT/ON.
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'Wcmf( /Nal/lJGJ) !IIST/lU-ING AN /l0fJ1710A//lL 5GIIII'II- HERO ON POt£ #'f, /LJOP L6!JfJ-/1/ C/'IBLl: I'IN/) N~W s/"LICl:S.
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7?ETVRN 70 VOT Yfl!?O ON ~7?OI'IP.
®~Et<tt:IVe- 19c1ST7A/G J-l3<JkGS /IT pOl..£" /lAID I'i'CROSS THe
5T1!?EE'r.
..sec+ion A-A ,.q -:::-; I / /,' I I II
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For conduit routlfJ!] across Noye s S/ot.l.gh Bridge. to Load Cente.r "c" ..see. .shed 36.
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SIGNAL and LIGHTING
COLLEGE Rd. and DANB Y 51.
'"
I .. -DETECTION SCHEDULE
ASSIGNMENT PHASE CALLS INSTALLATION DETEC- REF. DURING TOR -STATION
Cl NO. CHAN. PHASE GREEN YELLOW RED DIMENSIONS NO. CONNECT IN REMARKS NO. L W TURNS SERIES WITH 1 rL 1 " 127+40 16.5 LT 6 25 6 2 EC-DC SEE NOTE 2 "Ll "129+30 16.5 LT 6 6 6 6 3 .5 I 5££ \"/0 '8!j8' FOR CHfIIIG£5 3 "Ll "130+25 16.5 LT 6 6 6 6 6 6 3 2 4 rL 1 " 127+40 i5.5 LT 6 25 6 2 EC-DC SEE NOTE 5 "Ll "129+30 .5.5 LT 6 6 6 6 3 2-6 "Ll "130+25 5.5 LT 6 6 6 6 6 6 3 5 7 "0 2"106+99 25 RT 4 4 40 40 6 20 2 8.9 8 "02"106+84 21 RT 4 4 40 40 6 1 2 2 7.9 9 "02"106+69 21 RT 4 4 40 40 6 1 2 2 8.7 1 0 "02"106+19 18 RT 4 4E 6 6 3 -..../' 1 1 "02"106+99 6 RT 4 4 40 40 6 6 3 1 2. 1 3 1 2 "02"106+84 6 RT 4 4 40 40 6 6 3 1 1. 1 3 1 3 "02"106+69 6 RT 4 4 40 40 6 6 3 1 1. 12 1 4 "02"106+19 6 RT 4 4E 6 6 3 ~ 1 5 "Ll "126+50 16.5 RT 2 25 6 2 18 EC-DC SEE NOTE 1 6 "Ll "124+60 16.5 RT 2 2 6 6 3 ICf
1 7 "Ll"123+65 16.5 RT 2 2 2 2 6 6 3 16 18 "Ll "126+50 5.5 RT 2 25 6 2 EC-DC SEE NOTE 1 9 "Ll "124+60 5.5 RT 2 2 6 6 3 15 20 "Ll "123+65 5.5 RT 2 2 2 2 6 6 3 Ib 21 "L"107+70 6 LT 8 8 80 80 6 6 3 22.23 22 "L"107+85 6 LT 8 8 80 80 6 6 3 21.23 23 "L"108+00 6 LT 8 8 80 80 6 6 3 21.22 24 "L"107+70 25 LT 8 8 80 80 6 20 2 25.26 25 "L "107+85 18 LT 8 8 80 80 6 6 3 24.26 26 "L"108+00 18 LT 8 8 80 80 6 6 3 24.25
- INTERSECTION & Q REFERENCED TO THE MIDPOINT OF THAT EDGE D=DELAY FLASH PROGRAM COLOR E=EXTENSION LOOPS ARE TO CENTERED IN THEIR RESPECTIVE LANES UNLESS NOTED OTHERWISE
PHASE 1 2 3 4 5 6 NOTE: DETECTORS MARKED "EC-DC" IN THE REMARKS COLUMN SHALL BE
OPERATED IN THE "EXTEND CALL-DELAY CALL" MODE WITHOUT COLOR 0 Y R Y EXTERNAL LOGIC. AT THE BEGINNING OF THE GREEN. THE - -DETECTOR SHALL OPERATE IN THE EXTEND-CALL MODE UNTIL TRAFFIC GAPS OUT AT WHICH TIME THE DETECTOR SHALL SWITCH -FUTURE PHASE TO DELAY-CALL MODE. D=DARK
~ SEE SECTION 660-2.08 OF THE SPECIAL PROVISIONS.
POLE - POST SCHEDULE (SEE NOTE 4)
OFFSET MAST ARM SIGNALS MAST ARM SIGNS SIG. LUM
POLE STATION ARM ARM FACE TENON NO. OF SIZE SIGN SIZE REMARKS NO. LOCATION LT RT LENGTH LENGTH NO. LOCATION SECTIONS IN. NO. IN. 41 39 3 12" 1 38 30x36
1 "L"107+70 50' 46' 1 5 ' 2 33 30x36 3 7 84x18
F 29 5 12" 4 4 60x18 2 Ll"127+60 35' 30' 1 2' 21 23 3 1 2"
F 1 7 3 1 2" 5 42 30x36
3 O2 ''106+94 52 42' 1 5 ' 81 35 3 12ft 6 27 30x36 7 7 84x18
61 32 5 12" 8 4 60x18 4 Ll "126+39 38 33' 1 5' F 26 3 12ft
62 20 3
1 . ALL TENON & SIGN LOCATION ARE REFERENCED FROM TH~ C OF THE POLE TO CENTER OF SIGN OR TENON. 2. SIGNAL ARM LENGTH IS REFERENCED TO THE ~ OF THE POLE 3. F= FUTURE SIGNAL OR SIGN LOCATION. 4. INSTALL D3-1B SIGNS WITH NEAR EDGE 1 FT. FROM EDGE OF POLE
STATE PROJECT DESIGNATION YEAR SHEET TOTAL
AS-BUILT PLANS NO. SHEETS
,"',." ;!L .",~t! ALASKA RS-RRS-M-OOOS(52) 1987 59 /18
CADD REFERENCE NUMBER 86080.60494N05 •
PEDESTRIAN DETECTION SCHEDULE POLE PUSH BUTTON PHASE REMARKS
1 6 1 2 4
3 4 2 4 2
3 5 2 6 8
7 8 4 6 8
OPTICOM DETECTOR SCHEDULE LOCATION DET PHASE FACING
NO CALL DIR. ON TOP OF SIGNAL 41 4 4 S
ON TOP OF SIGNAL 62 6 6 E
ON TOP SIGNAL 2 2 W POLE CD
7 8
- R
SINGLE DETECTOR --I 1 1 ONE DIRECTION
SINGLE DETECTOR --I 1 1 1 1 1 • TWO DIRECTION
0 DETECTOR NUMBER
I ,
~Of~ ~*~, SIGNAL &
... 41TH ~ .. LIGHTING SYSTEM ,N4.J.,... -=---- ....... lDW.T'" ~
NO. 307'~ .,
COLLEGE RD & DANBY ST ;;:? ?.,..~ \0& ---''--'''''''
_. .
"
~,
-;; ~ . ~<:)... ~ ......
CS~~ CS .... -:; II> lib .., <:)
~~~ ~~~ I\') ~ ::t ~ lib t\jctl~ .~~
.... Terminal End Treatment Standard Fence erminal En Tr t t\I ~ ~ ~ 12'-0" '-~ ':i
~I ....
Pay Limit Far 6' Chain Link Fence (See Standard Drawing F-OI. 0 I)
,
AS-BUILT PLANS STATE PROJECT DEIIGNATICIN
A LAS KAIRS-RRS-M-O(}(}S(5Z) DATE: ~li/n , INITIALS: ftL
-" ... , ..... "- -
YEAR iriEET
110.
/9871 61
TOTAL
IHEETS
//8
. ~ ~ c:s .... Bock Frome A Gate ~ C) ~ CS ... L 12'-4 Malleable
26' 4 " Frome Pall Limit For 6' Chain Link Fen,.. As Re,qllired For Gate e Op,mer
It) ~ ~ ~ 1.660 O. D. Diag. Members Iran Rollers 2.37S 11 O.D. SCH. 40 ~ ~ ~ I\') II> ' SCN. 40" @ 3.65 #/FT Top i Bottom
2. 875"aD. Latch (End) Post S.79 #/FT ~
~ , II t\j ~ , II C\i .~ 2.272'*" I FT. ~ 6'-7" I Members ' I ~I ~ 10 -0 10 -0 -.J I ... ----.L ~
~~-----fl:-il--8 4---=----+-t--.llr-----:------'T HI t t Stretcher Bar SCH. 40@
And Bonds 2.27#/FT. Ties 12" O.C.
~2'~
~
~ / II II 1.660 an 7 Gage 17 ~
~ ~
T 10
_0.00%
8 4
42'-0"
Tension Wire L90"0.D. . 1.9dao.
04
/ ~ ~------------/7-------~~----------------u~ lR,l , j' , NOTE' ~.D. Support : : :: All 'Faberic" SIIol1
Posts(2-Req'dJ I II I Be -# 9 GA-2 SCN 40 9.11 :" 1 Mesh ,Knuckled
:; :~ L f '-0'-6" CI •• ,.nco AI I, : :A € Of Rood : : :t I II I I
#/FT I I : : Tap f Bottom Closs "w "Canc. 1 I, I Selvages ~~~-'..:...--'~---"'i :_1 I
1 __ -1
~ 1 I SCN. 40 @ 2.72 #/FT. 1.90 0.0. I I,
\t. 3' I I I Typical All Vertical Members : ' I 4 I II I III. rl '-I I 26 - 0 Gate Openln g I., 1_,
~lt.d~ ~ (BefweenPosts) '-t , II T 11..4"
~ 12 -0 .1
13'-2"
b IG'-O "
Receiving Catch As A roved
il\ ~
4'0,.. "'0/ ..-0
"0", .5'/0
';0.
yStandard Terminal End Treatment
~ ,
~
~I Roller
4"a . D. ~I Post II> .. I
.!;:: ::t
II> ~
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y
-\' )r
" II V4 xl Bar
y y !(
Bonds
Fobric Side
~ Guide Post X \" K ~ Gale x r
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K
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SECTION A-A ELEVATION VIEW See Standard Drawing F- 01 01 -1' '---AS Required For
I - Gote Ope"e, -6x6
Loop
Qo4) "---I
~\\\ I \ l ! I I II I I I [ I I I I I [ I I I I I \ I \ I I I r I I ~\~---?/~.!..£-- _______ I ____ IL----..J
--....; ././ 100" Or as Requi,.etl /,/ To Avoid Utility
,/ Pole t Downguy~ ./ ' ~' ,
---- 6' Chain Link Fence "A 0" 6 +20
(OpeNlffH) Ho,dwa,e
ShOUlder of Road
I
(~AAXAXXXAxxxxxxxxxxxxxxAxxxxxxxxxx¥xxxxxxxxxxxxAxXXXXxxxxxxxxxxxxxxxxxxxffxxxxxyxxxxxxxxxxxxxxxx1' () 7 J J( ,
,/;:Y' 7 10PERATER T Receivin~ cotCll3A T, H
-----./ ._ CONC. PAD 010 . 2-0
.. R/Y1C _ - - AS REOD. I Cleoranct As Recommened I
-- GATE PAD
---- \ R=2' ----- ~
tJpficom Sen5ot;:/' ./
/-
J.:----=- /I 6x6.j., 1 1: Gale Opening .. I
/ PVC Loop ,~: r. > -,-i.u-u-" 1
--7 ----'l; . , . . . . .. . Loaa' Cenfer "IF~ I
1 \!It 1f\ I (I! \/ \
6'-0" 4'- 0"
I 1/2.' I i r 4:"'01l Ditch (Ditch Around Pod
as Required to Drain) ~
~p711::? III .:-~"2 _,-_'ll
~I '"
2% __ --2" .. . \
It· ~ --?tIl 171o? 111:2 ///:2 ///.::::: //,/$" /~ . .c::::/~.== 111 -
Bocrow Type "A" Orignal Ground
SECTION 8-8
1 , r /~ ~ PLAN VIEW
6' Cllain Link Fence ,
~ ~
11 / ~ <:) .., ~
"AD II 7+12. 81 eo.T. '''R'' 48-1- 86. 39 PO.T.
, Chain Link Fence I )(
5' Chain Link Fence _~1,. --x _ x _ 'OJ ---::
Bike Patn y..
"AO"6+20 ~ AURORA
GATE
..---®=
Alore: See sheer 37 Tor Aclo'ifitJn x- x -x-
ConduiT !?oufin9s. '- 6' Chain Llllk Fence GATE LOCATION
OPERATER PLAN W£W
I.. Ga te Opening .. I
Gate Operator
Power Rail or Chain
'::.-:=.-;;='::=-
'- - - - - - • I-•• " OPERATER ELEVATION 'DEW
Gate
f-- As Required
1/ Drive Wheels or Sprocket V __ ~·---+--Power Rail or Chain
I. Gate Operator
I Concrete Pad u I :: ~ "Grode
Borrow Type ';tr I L _ _ ~ _ ~ :--6'" ~ J.1'J:" I Electrical Conduit
-L.. ___ L " ___ I As Required
I '
OPERATER END ELEVATION SNEET DETAIL SCALE
OPTICOM ACTIVATED EMERGENCY GATE
SYSTEM DETAILS
Cr. ,
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a:::: 0 0 i 0-1 z z I ----~
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--
,- 1
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Gravel Pit
------~
5.' ",f "BP" Line ([ji/(e Path)
I--~-l----+--+--
r
Ll7n
1----+-- -, 4/5 +
t + ~-
f--- +-
f-- ---.4------ +---
t=- J:::--c - -
f--- ....t=. +--+ -
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---
T- ---.c::: --- - ---.... 'It'>- )1 I I EKisfinlj 5ewe~Jf --1-<- -I-t~-t-t-Ft-l
Lif't 51gllon #26 1 I I T I I
Construct ;;rayel pad I I I w/fh Borrow, Iype A T at a to'/? rrom f I I I manhole_...... I
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-0.- _________ •• . , ~ +._._----. i +
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.----- T -.......... ......
~
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TOTA L ."IIT YEAR 'RO~ECT DEBIINATION STATE - '''11'1
A~BUILT PLANS AL ASK AI RS-RRS-M-OOOS(52) I 1987 62 /18
INITIALS: ~ DATE: i7~j: •
Corrugafed <'7nnular band C~,,1i'" 5 tee ~ te
. -~ '--- .......
b 2" Foam insulation(wifh waferproor
coalin~ !'or sewer sleeves).
Sleeve
~
+
22S .NS6<X
~ Water or sewer pipe
+-
~~ .... -~Corru9ated annular band STEEL PIPE IS SIMILAR-
Noles: 51eeve Closure De/ail For Corruiafed Pipe
And HiQh StrenQth Steel PIi2e I. The sleeves under the roadway shall be /2 gauge min. and may be either round c.s.P. or
nestable corru;;ated pipe. 2. The sleeyes bored under the railroad shall be extra slron~ steel pipe wiTh min. fh/ckness
or 0.50 inches. Steel shall be A3b. See plan sheet 76 -fOY general deta/Is. 3. 51eeye closures shall be steel plale With min. two inches openin:; around dllcflle iron
FLIJIJRCRAFT 4
pipe_ The openin3 shall be filled Wllh urefhane insulation_ Reslrained joint pipe shall be Ll5. Pipe TR-rlex or efual. shall be resfr<'7ined joinf pipe.
All pipe installed in sleeves
D.lP= Ouelile .lron Pipe 5.P. = 5teel Pipe
5.
6. 7
The confractor is responsible fOr maintaining water and sewer racilifies throll~houf the projecf. IN lieu of s./:ids, i"sv!afrbJf Wilt 6e. il"lCrecued In a.c(:Oi-cI~ UJ,'fh tZtfachmenf "J:l" 0.,0 e.t;7hA. work ",.Ier ,(/0. (;.
The contractor should expecf to dewafer french e;rcavCfTion during cons/ruction. 8. All 5e wer manholes and sewer pipe shall receive insulation and w(fferprOoT coafing_ 9. Relocation of fhe exisfinJ villve lind fi"re hydr.Mf will not be ,Paid Tor directly hvl sl1;l/
be incldenfal "-0 olher items 0/ worle Reins/allalion 0/ 9uilrd posls shiill be incidenlal. 10. Manholes to be abandoned and those which are wifhin embankment slope liinits, shall De
/'illed wi/h Borrow, Type fJ and hand Tamped to Ihe siiTisraclion or The En9ineer. This work shall no! be paid !"or direCTly bul .s1",11 be incidenlal to olher tfems 01' worK.
II. The contractor shall nofir!/ -fAe C/f!/ in writing 48 hours prior ro an!! shutdoMlns of the UI.arer /;ne~ So I-A8t fhe c/f!/ power plelnt can Yero",'!"e ,-their coolin.!! lines -fo appropriiJfe cont:lenser.s.
C5.I?= Corru.9i1ted Steel Pipe 1£ =Invert Elevation D = .5ee Utilities Summar)," ~- '--~----r-_ :-----y - 1---;- I i f-f : .. ~ -- i + - + -- t
. -- t! t ... I -f t f··' I ' --t--o ~--:---:--.-- - - ~-- -' __ .~--~_._ . -- _: -.. -___ =._ - 7..-.- -.- .- ~-=- --.-~, . . __ _
L
--+--~--
PI.ATE ' P, AN PROFILE >' H ... - "',\",.~I
+ --~~:i t~+ . _ r= -= .=1-. . ~ - -I=-t- I r ~ --!.. -1-- 1-, L ~ i' . " ,...- - '-r -~----. I -_. --: - +- .- - t-- +
+----+---
i. . ,- I -) t----, i j ::..:.=!:_
r J : . 1 --+- -- t- -;:::- ·1 .-= . +- 1 ._.J --1'- I-~:--- '_+, I t- _ :_ t -=1440
,
.. ----+
r -- f·- -- -T- I -+- t
t t
~-.~ ~
I
. -L I- ,. - ----. ~
..1. +--~- +- .. -i-._+---; -1---· -+----t-- j
~
--+f---'--- -+
+ i -1--._- +
l- + -- ~ _._-
- -
t4-::~ ... -+ .. +-
._-- - -~-..
-t-
t-, 1- "-i -
. -- - ---r··· . --- -_. - ...
t--
---+- .. -
t=-i L-:-· .~ ..
I
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f- 1 ,
-t =j435 -
1- .... _+
- ·-1430 - ---- - --
1-
420
• II:. ~
~
• tI"
(j)
WATER MAIN NOTES
The Cantractor shall excavate the existing Nater line at the beginning and end of the utility re10catian and verify the existing Hater line's location both vertically and horizontally. The grade and location of the nell line IIil1 be adjusted to acco/llOdate the actual existing pipe location. The nell line shall be installed at a constant grade from beginning to end. Hinor adjustments in grade and location sf/ou1d be expected and IIill not be allolled as a basis for claim.
® Nestib1e Corrugated Pipe or regular corrugated steel pipe may be used for the IIater main sleeve under the roadNay emaankment. ~strained JOint IIater pipe shall be used Nithin the sleeve.
GV The COntractor shall coordinate all Nater main shutdoNns IIith the H.V S. Kater ~partment. ,.4&tua1 shutdoNns IIi 11 be the responsibility of the Kater ~partment.
@ The cenlraclor is advised Ih., inlerruplian of, exposure of, and work on, exisling waler mains will nol be allowed from Sep/ember 30 10 May 15. Work on fhe mains during Ihis lime may be allowed, subjec/ to weather condi/ions, M.U.S. concurrance and wriffen approval of the Engineer.
SEWER MAIN NOTES
QD The COntractor shall excavate the existing seller line at the beginning and end of the utility relocation and verify the existing seller 1jne's location both vertically and horizontally. The 9rade and location of the nell line IIi11 be adjusted to accomodate the actual existing pipe location. The neN line shall be installed at a constant slope from beginning to end. The inlet end at ~8/1110Ie £511811 he finCh lowerth8/J fhe e%islin! pipe oulle/' af Manhole £ and fhe outlet end iii #1anho/e £ shall be finch hl9her Man the eKisfin9 pipe 1i?lef al #1al7hole £-.
® Nestib1e Corrugated Pipe or regular corrugated steel pipe may be used for the seller line sleeve /HIder tf/e roatWay emaankment.
GV Sewage f10N volume, capacity, and direction shall not be interrupted at any time.
(() Construction of telfl/Jorary bypass lines. may be required, should be expected, and IIill not be a110lled as a basis for claim. Such IIork IIi11 not be paid for separate1~ but IIi11 be incidental to other items of Nork.
(§) Hydro-static testing of the nell seller main shall be cOlfl/J1eted before the main is placed into .service. The existing seller mains shall be plugged IIith grout.
® The contractor is advised that interruption of, exposure of, and work on, existing sewer mains will not be allowed 'rom September 30 fo May 15. Work on Ihe mains during this time may be allowed, subject 10 we a/her conditions, M.U.S. concurrance and wrilfen approval 01 fhe Engineer.
INLET # 16 fJETAIL Sial/t;/J nOn..m- rI"O - /O,¢',.'f,/:m
(see sheef 24.)
IT .. T r I ".O~ICT DI ..... TlO. yr •• '.111' - T"A L . a. 11"
IALASKAIRS-RRS~M-OOOS(52) i 1987 I 63 1//8 I , EXislil1J /?"i/road ?raelr Em/Janlrmt'/J/----,
, Ro.Wwlj EmIN/J,f/7lt'/J/ ~: I i"~~: if~a . Ir;l, -0 _0 .c·· .• ".
_ "Y'lc;7 :~c:;, .. t> a . '?2, '-;1111 0 . ~ . , ~ ./'7 lIT V. 0 ... .- ~ . d ~ :t;;
p'Q,-• • <> ~"t
'nO' V ,},..~' + . ,0 , ...... ___ L._ I> . "-(1
, A" ~. AS-BUILT PLANS
DATE: 0/"',r7' ",4 V -INITIALS: ~ .... <::>
.36' H /)/". Pipe ] , t> .' c::,~ p." , .... f: ... , .. ~ .... fl.. ,'0' ~ .. ,6 ,~ • .,< • S::::," S:i l'-..~
I I I I I I I I..
I
4" •. ...
6,'b., I £Xisl/ng /BH .o/&. Pipe
(I.//l(:ler RtI//rOHd Jj"co/rS)
II "
{
\ '·JIl-C-III 1111 IIII " I ,IIIIISQUA1\'£ Box
Slit
= -, -~ -r-
~ Type A, CO/Jcrele In/"I 817%. (hdd //1/el 8o~ 7jI,..ot'). (See st8/Ja'ara' a'rgwli'l? 0-26.0;). CI.// (5'" w/de ndic8/ ,uo/ O/J ,00/,1 eJ/fTe,$ 171' ,oar, /0 ,oQ//Qm 17/ J/-j)l/c/J .1'17 ;oermil drd/ntl~ 01' j/- /)ilc/J i/Jlo //J/el IJOK.
@ Minor motll/k,/ion09 Jb I,?e //1/e-1 dtwjn Will be a/lowed ,$I/.o/eci 10 IlJe Howllen dPl'rovtll 01 the engint"el".
Pipe
D
Embankmeof slopes flatfer fhan 3:/
Beveled al 3:/ !!) I I /
\.} i
Warp slope
.!2.. z
Embankment slopes sleeper than 3:1
13eveled al 510pe ru/e
End Bevel Oefail5 /!I.r.s .
"
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1 3' MAX 'I- -i
I I I
6" D.I.P.
1_· __ ---
PL..AN
A BAEAKAWAY F1...AlllGE IS REQUIRED ON ALL FIRE HYDRANTS.
(-j \,_/
3' -L PAY LIMIT ---- - ,
HYDRANT
1
I I I 1 1 1 ,
---- -'
I'
LOCATION FOR ADDITIONAL GUARDPOSTS IF REQUIRED FOR PROTECTION. TYP.
PAINT CHROME YELLOW. TWO COATS AFTER INSTALLATION
HYDRANT
1-- -
I
,-~--- -.
o , " ( I ,-_I
__ L PAY LIMIT
HYDRANT
, --~ I TiW I \
--I~ :r
BURNDY GROUND CLAMP QA- 28 - B OR EQUAL
I 6" D.t.1I!
PLAN
TAP IN AS CLOSE TO VALVE. AS POSSIBLE
o
,
,-.... I ) ,_/
-I I I I 1
LIMIT BOLT_ I .1_~~L1MITl_l ,
FILL GUARDPOST I" -j WITH CONCRETE . .----- -{CROWN TOP r
TWO SIX INCH DIA. SCH-40 STEEL GUARDPOSTS SET IN CONCRETE. PAINT POSTS CHROME YELLOW. SET POSTS 3'· 0" FROM EACH SIDE OF THE HYDRANT OR AS SHOWN ON PLAN: 1-1
SEE VALVE 8 VALVE BO)( DETAIL. SHEET WD3
\
4-1/2" PUMPER '1 '(lJ!l, NOZZLE I
I
CONCRETE
)-1 2 1/2" HOSE NOZZLE
ELEVATION AS SPECIFIED ... -MIN. ," MAlt
HYDIIA.T UtTtllSlOfilS SEE. "PM. GtftltAL NOTES
~ TWO CONDUCTIVITY STRAPS
I F.lLTER FA8RIC ALL AROUND TYPAR 3401 OR EQUAL
f I
3/4" TYPE K COPPER PIPE. ONE FOR EACH OUTLET
I CY OF 31'1" TO 3"
WASHED GRAVEL I
~ ~ ~~ ~ 15"XI5"X6" 7o/P~ 0 Ai:: CONCRETE BASE
I
'"INLET -1-1 -
LUG DETAIL 8-1
~
I" TYPE K COPPER PIPE
I I~ I I
I I I
12"
GRADE SaO H/H
I I I I I
I 1
I I I I
MAXIMUM 3' SPOOl... OF 6-1l1.P. lIEf WEEN VALVE FLANGE At4D FL.ANGE OF TEE IN MAIN '
______ -1 '" PlTORIMCE FACING lJPITFiEAM ANO C.ORPORATTON STOP. INCUIOED IN PAY LIMIT. WHERE PlTOIItIFICE CANNOT .BE INSTALL£O AT TH£ LOCATION SHOWN. A DIRECT fAll' ON TOP OF TI1E TEE IS ALLOWED.
L __ -l.. _______ ..I
2" INSULATION CpvERING ALL PARTS GRADE S'O FT/FT
L--TWO FLEXIBLE JOINTS WITH RESTRAINT REQUIRED BETWEEN THE HYDRANT VALVE AND THE MAIN TYPICAL ALL F.H.'S REQUIRING A SPOOL .
. ELEVATION
H.IN. n.l
I. ALL. JOINTS FROM THE MAIN TO TH£ HYDRANT SHAL.L. IE • RESTRAINED MECHANICAL JOlftiTS OR FlANGED JOINTS.
2. ALL NOTES SHOWN ON DETAIL "An APPLY TO DETAIL "B". NOTES SHOWN ON DETAIL "8" APPLY TO THE TYPE II FIRE HYDRANT ONLY.
3.. AU. VAl...VES WILL BE.. Fl..ANGED.... , .
4. FIRE HYDRANT LOCATIONS AS SPECIFIED ON PLAN SHEETS,
5. STRUCTURAL EXCAVATION SHALL 8£ I S" FROM THE HORIZONTAL PROJECTION OF THE INSULATED ST~ AND SMALL CONFORM
. TO OSHA STANDARDS.
•
"
• 6. ALL FmE HYDRANTS SHAL.L BE INSTAL.LED PLUMB.
7. PAY LIMIT INCLUDES STRUCTURAL. EXCAVATION AND ALL ITEMS WITHIN THE PAY LIMIT LINES.
ELEVATION
TYP (N.T.Sl
© .. F. H. GENERAL NOTES
... FOR H'IORAIiITS ON EXISTING .AIIIII ONi SIX INCH •• 0 ONE TW£LYE INCH EXTENSION WILL BE PROVIDED AS SHOWN IN THE KTAIL ABOVE. FOR HYDRANTS ON A NEllllA/N ONE TWELve: INCH EXTENSION WILL IE ""OYIOEO.
&. '~L FIRE W¥MANTS SHAL.L. RECEN£. _,.3 LAYERS 6 MIL. POL.YETMYLENE SHEETING ALL AROUND.
10. TYPE n FIREHYDRANTS SHALL BE INSTALLED WITH A MINIMUM OF TWO FLEXIBLE JOINTS BETW£EN THE FIRE HYDRANT 8t THE MAIN,
n; THE PAY LIMITS NOTED ONTIf! PLANllAIiiIO~UIGtIANOTE.7AeoVE ARE FOR INFORMATlON'ONLY UNDER THIS COtliT'lACT.STftUCTURAL. EXCAVATION WILL NOT lillIE PAlO FOfi DlRECTU. DIff' SMALL It IffCI1IIIENTAL TO OTM!" ITEMS fI!F womc. - .
ITATI t ... aCT ..... iA110II I YEA •
AUSKAln-RftI-.oooemeJ •• 11
-----
.... T .... 64
AS-BUILT. PLANS--
INITIALS: 1 ,. r 7 ~
1I"re: "/£/'·Z \--- MINIMUM OF 9' BETWEEN
F~ ANY RESTRAINED JOINT SEE JOINT RESTRAINT DETAIL SHEET WD-2
THIS JOINT AND NEXT JOINT AS SHOWN
• •
THRUST BLOCK OR RESTRAINED JOINT (TYP)
FLANGED JOINT
•
Te"'AL . ...... 118
THIS JOINT MAY BE A RESTRAINED MECHANICAL JOINT OR A FLANGED JOINT
FLANGED VALVE I
1------ MINIMUM OF 9' BETWEEN THIS JOINT AND NEXT AS SHOWN
t @ F.H. PIPE INSTALLATION (N.T.S.l
SHEET.
J
.
of_ DEC. 19113 DETAUIB - ADO to NOTE dEV
cr.ew~ 1IIIn'&6 C;. ADO NO'1l!~ , e ID DAO Pl.AN SCALE: NOT TO SCALE DETAIL A-GlJARDPOSTS. B- FLEXIBLE .JOINT,C •
DESIGNED .lEV
CITY DRAWN CAL OF FAIRBANKS, ALASKA ROAD EX I ENSICN I ELEPRONE DUCTBANK'u WATER SYSTEM DETAILS WDI CHECKED DAD
FIR£ HYDRANT INSTALLATION ~...,I DATE IlEVtSION--. IIY I I DATE 3/15/83 I FILE ,,~, I I I I ENGINEERING
---'---~.
DEPARTMENT
~ --'-~ ,-"~ •
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G;£
• • • ~
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D.l.P. RlMM! I tItS -CLASS 5t !At.\.. DIMENSIONS IN INCHE!) S'f'b:l.. PlJII! PAROIllDiI
fDI.DIA. 00. 10. 1IiN., . NOM.DlAo OD. to. .,.~ NII.1IttIL o.D. .tf1J11t'MC1r " .. -
" 4.80 3.97 .2t 1fI f9.50 la.43 0.41 .. 4!\co 4.13 .lle
6 &10 6.03 O.!l 20 21.60 20.51 0.42 S 6.000 5." .134 . .
• e 9.05 8.14 0.33 24 25.80 24.67 0.. S 8.00c 7.73 .134
10 11.10 10.15 0.35 30 3200 30.81 0.47 10 0000 9.'13 .1!4
12 • 13.20 lUI 417 36 38.30 !6.!!le 0.53 12 12.00c ItS:!! .188
14 15.30 14.21 Q39 42 44.00 4107 0.59 14 I4.CDJ IS.ID) .250 ~ . .. - - ,~ .. - --~.---~.
II 11.40 .35 040 48 50.10 ".25 o'lS
-METAL. THICICNf:!S ONI..Y; DOES NOT INClJJDE V8" IIIOIIfflR \..INlNG • "Dc:D NOT' INCtJJDE COAL. TAR UING. •
•
DUCTILE IRON NOn:: MtNIIWfI.IM DEPTH Of I9URIAL FOR ALL WATER MAINS SHALL BE 4'@O~
•
pusH~ON , -'?""
,
• .
•
fi\ PIPE· PARAMETERS
MECHANICAL DRESSER COUPLING
• Dli.l!ING QI.P. ALL FCIIJft JOINT TYPES SHALL 8£ ALLOWED. _tN'USiNG SfEa. PIPE .DftESeLR AND FLANGE FITTN'JS ONLY WILL 19£ AI..lDW£D . 1U:'1firER MAIN INllA.ATION SHALL I( A MINIMUM OF ~
® WATER PIPE JOINTS
• ..
.
r + .
+
r. rr . .
QI." CROSSES AND TEES SHALL BE FtANCE£I FITTINGS UNLESS OTHERWISE SPECIF'/U), (F1..ANGE SHOWN)
.~
• ""~~~~-~~== -=~~==O~
.
•
OJ.1i! ELBOWS SHALL BE MECHANIC.At. JOINT, TYTON, Oft f'I..AM'Ef) AS SPECIFI£O. (M.J. SHCMW)
-- ~~~~--~~-~--- ,-=~~ ~ __ o ____ ~ ___ • __ ~_
fc) PIPE FITIINGS
Pl. .. " SCALE: NO SCALE
STEEL APE
FLANGE CDJPLtlG
•
•
QI.P. END CAPS SHALL BE TITON OR BLIND FLANGE AS SPECIFIEQ (TYTON SHOWN)
NOTE: STEEL PIPE BENDS AND FITTINGS SHALL BE WELDED OR FLANGED AS SPECIFIED IN THE PLANS.
ORAWN DAI..
REVISION BY -" .~ >~~. --~
DATE LE NO.
-~- --."""-,,.
B1..IND FLANGE OR VALVE AT DtAD END
RESTRAINTS i "lI
AS IUlLT PLANS
lIHT ....... jIJ if' .. IIIfIl.
• TAT a I 'Ill IK1' ... 11 •• ".. I y ....
.---. ...-, 118 -- ,eN' 'Rna
_ .... _--
;
I. JOINT HARNESSES SHOWN ARE EXAMPLES ONLY. CONTRACTOR SHALL USE PIPE: MANU~RERS JOINT RESTRAINT METHOD OR OTHER CERTIFIED IllETHOD MEETING AWWA STANDAR05.
2. RESTRAIN JOINTS FAR ENOUGH FROM BEND TO ADEQUATELY WI1'HSTANO THRUST FORCES.
3. FOR VERTICAL BENDS, CONTRACTOR SHALL USE A MECHANICAL JOINT RESTRAINT METHOQ
4. IN ACCORDANCE WITH SPECIAL PROVISIONS SPECIFICATION 628-1·03. THE CONTRACTOR SHALL SlJElMIT CATALOG CUTS AND DESIGN CALCULATIONS FOR THE PROPOSED JOINT RESTRAINT SYSTEM FOR REVIEW BY THE ENGINEER.
@ TYPICAL JOINT RESTRAINTS
/
WRAP PIPE AND ~~ . JOINlS W/6 MIL. POI..YETHVI.ENE SHEETING --_~
.--MlMlN. 112 CY. CONe. "Z DEPTH; TWICE CIA. OF'
BRANCH OR BENDS FOJiIM THRIJSl'BI..OCKS SO THAT / '';.9.' BOLTS AM NOT COVERED '11/ "·~:d: "'IN. INSULATION fJJiiDtE'I'E AND ARE READILY ACCESSIB1..E /
~ .~ ~~ ~ ~
.. ;0 ~ Vv 1}6}s.,t
BENDS
iii FOR DEAD END, TEE" OR CROSS USE LENGTH FOR A 60 BEND.
* FOR BENDS GREATER THAN 5" BUT LESS T~N 22· 30' USE LENGTH FOR A 22· 30
BEND DEGREES
"'":: 4"
22"30 t 0'-10"
45" " - a" 60°. Z-2"
90" 3'-0" --'--
. ® THRUST BLOCK DETAILS
SECTION C-C
LENGTH 'OF BEARING AREA
110"'=6" Jtto"zs" '*"0":10" "ti~ 12" "D- 14"
0-10" "-2" (-4" (-I" 2'-0"
,'-fJ" 2·-2" 2'-9" 3'-3" 3'_9"
2:" 2" 2'-10" 3'-1" 4'- 311 5'-0"
3'-0·' 4'-0" 5'-0" 6'-0" 1-0" , -~ -~- '------ -- - - -_ .... _- - -_ ... _-
"If= 16"
2'- 4"
4-3'
5'-9"
a-o" _ .. _-
11 0= IS"
3'_0"
5'-6"
1'-6"
10· ... 4 .. c- -- ----
.. ..,,..~i. Jh .. ~""t.OF~\,
;;.,.~'''flf".'t. '-flJ/' ... ~ '-* 149!!!. A'\*'~ . .. ~ ~ ~
- -,,;J ~~. John C. PhiUip. t'li t • ~ ••. ts 41£ ,~; , I, ~.~£ 1fi'...:J'ff
"~~i5f'S~;~~'\:;;'-~ 'l.. , ,"
SHEET of.
CITY OF FAIRBANKS, ALASKA WATER SYSTEM DETAILS WD2 ENGINEERING DEPARTMENT PIPE, JOINTS, THRUST RESTRAINT.
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~-t----~MINIMUM OF 9' OF PIPE BETWEE N JOINTS AT ALL s) , TEES, CROSSES, AND BENDS I TYPICAL -----j
~
® PIPE LENGTHS REQUIRED AT
TEES, CROSSES, B BENDS
~XISTIr-G LINE --: OLD PIPE LOCATION OOSTRUCTION -=--=--150
SEE NOTE DRESSER COUPLING (TYP.) ,#2
0.5 MIN.
it ~XISTING
- +' ---,
~.J "---
LINE
l!;;nj o WELDED ~"i ,. ,~
ALL BENFDLSA~E FITTINGS I WirDTH OF OBSTRUCTION + 3 •
OONDUCTIVITY STRAPS (2 EA. TYP. FOR EACH COUPLING-NOT REQUIRED ON WELD JOINlS.)
NOTES: OR USE ~ ' __
I. ALL PIPE TO OJMPLY WITH SPECIFICA'TIONS FOR WATER ~ PIPING
2. OFFSET DISTANCE SHALL BE MINIMUM . NECESSARY m tcHIEVE 05' MIN. CLEARAt£E
® TYPICAL RELOCATION DETAIL
BOLT,WELD OR BRAZE STRAPS TO PIPE WALL. DO NOT DAMAGE LINING. OTHER METHODS
;---REQUIRE ENGINEER'S ADVANCE APPROVAL. CONDUCTIVITY STRAp, TWO REQUIRED PER JOINT FOR ALL JOINTS.' ~
NOTES:
I. DETAIL SHOWS DUCTILE IRON PIPE . 2. ELECTRICALLY BOND STEEL PIPE JOINTS IN SIMILAR MANNER OR AS APPROVED
BY ENGINEER. 3 CONDUCTIVITY WILL BE TESTED AT 600 AMPS DC. FOR 15 MIN, SEE SPECIFICATIONS. 4. CONDUCTIVITY STRAPS SHALL BE INSTALLED ON ALL JOINTS I!'.;CL'JD''JG FLANGED JOII';TS. 5. ALL CONDUCTIVITY STRAP CONNECTIONS SHALL BE COATED W/BITUMASTiC.
® CONDUCTIVITY STRAP DETAIL
DEC. 1983 DETAIL A- DELETE DETAIL D -ADD NOTE J E V DESIGNED JEV
I DRAWN DAL CHECKED
JAN. 1985 DETAIL,.!, - F'IPE_I=E~~GTHS_Ai TEE'?, CROSSES,BENDS. J E V JAN. 1985 DETAIL F-PITORIFICE ASSEMBLY JEV JAN. 1986 ,DETAIL F-CHANGE NOM. SIZE FROM. I 1!4"TOII/?' C,JH
PLAN SCALE NO SCALE
AS-BUILT PLANS STATE PROJECT DESIGNATION YEA II I IItlft I TOTAL Il10. IHIIT'
TIGHTLY REWIND ORIGINAL WSP BONDING AND STAPLE
,
c-"-FLANGE AND 6" MIN SFQl
[NlTlALS: ~ DATE: 'z"Pjfl A LA S K AIRS-RRS-M-OOOS(52) 1987 66 /IB
....... ,-----~ri SECURELY-- -1 f--- ' ,_E3,M",1 N-,,-. _~ ,
• I ,
I
" .. I t:H 1--0-
~\~~'~i=ffA~ ,
:
t P'
!I-
MINIMUM OF 3 WRAPS 1/4" APART AT THE END.
~
~
~ [p
-SINGLE LOOP BANDS WITH TIGHTENI NG SHOES ON OPPOSITE SIDES OF THE PIPE PLACED ON I 1/4" CENTERS. AS MANY AS REQUIRED.
BANDS A-30 STEEL WITH A MIN. DIAMETER OF 3/8"
(D) ADAPTATION - WSP TO DUCTILE IRON PIPE
,-MAXIMUM GAP BETWEEN PIPES NOT TO EXCEED 3/8"
di. ftp-----OJVER ALL BOLTS WI BITUMASTIC
(
( II I P. \ I I , JE~L __ ~ ,
ROCKWELL 433 OR EQUAL TRANSITION COUPLING
(E) ADAPTATION-STEEL TO DUCTILE IRON PIPE
GENERAL NOTES:
I. ALTHOUGH SOME DETAILS ON THESE SHEETS DO NOT SHOW INSULATION, ALL BURIED WATER LINES AND FITTINGS ARE TO BE INSULATED PER SPECIFICATIONS.
2. ALL HYDRANTS,GATE VALVES, BUTTERFLY VALVES, AND CURB STOPS SHALL BE INSTALLED WITH A DRAIN FIELD AND DRAIN LlNE(S).
\
CITY OF FAIRBANKS, ALASKA ENGINEERING DEPARTMENT
V
~ SIDE VIEW
(EMALE FLARE NUT
'-7f I
~'--...J
RADIUS 0 /+R F CURVATURE
900
CAP FULL CLOSED CAP FULL OPEN
=~l
CC THREAD
A -L=-=~-
IN ET ARIEA ·S e
To Ie
FRONT VIEW
VIEW I B-B
'HEMISPHERICAL BODY HEAD SECTION
PITORIFACE BASIC
NOMINAL, A liN.) SIZE
3/4
1112
2
3/4
11/4
11/4 TO
11/2
DIMENSIONS AREA
R (IN.) 'INLET lIN2 )
2 0.75
21/4 1.34
2314 3.00
31/4 500
®STANDARD REQUIREMENTS FOR PITORIFACE TYPE CORPORATION STOPS
•
---~"':'\, - ;,-e, l.J f AI. '\\
" '(;e •• ~o."" A , ",'._ ~~ "_It\ , .. " &t"'''''' t ," e~ -";1" t '." "'" .~
. ,''"''l)TH '. '. *'\ . ' . J >H V -.
::.r~u.~.~ ">o~.~~.::o ..•• - •.••• ',oom ., • .t2 .. .r.:.£~ " (/ A' 1,.:1'1(1 C. f'nlillps III • ~ "f" . -~, NO lS 4788 ... ~,l t.J;;';-R I: +~fQ;\fS.;'
'\;.. ,'-1'" :........... ~.;.~~ .. v ,,"1'" -~~"\rJ).~\ ..::'
'-',," -,.","",,-,-
WATER SYSTEM DETAILS IWD4 DATE REVISION BY DATE I FiLE NO. SEWER CROSSING,RELOCATION,ADAPTATIONS,CONDUCTIVITY
,
• ---
I
~~
/.r~/
IS -!s 7"
V ~ . . y E V
p/7 ffi 6;)-/ 0 25f.1 • r; I
MIN.
2" MAX.
0
~ • ~ :/
• • • • •
o 48" FOR a" - 24" PIPE DIAMETER UNLESS OTHERWISE NOTED (TYP)
48" TYPE
DEPRESS IiIANHOLE LID BELOW PAVEMENT
II
• /. ~
V V V ,
SOLID MANHOLE LID AND FRAME.
SURFACE (TYP)
CAST IRON H-20 LOADING. OF CO QR IFC~ NO. 547 WITH LETTERS 'SEWER' (TYP)
¥a" / ~W ~ X'f" "1'7---' 7"
1 IFh f 1 . 6" MIN.
NO. 5945
AIlJ U STMENT RINGS 12" MAX. OR MORTAR a BRICK • (TYP) ;al . I I ~NO 3 REBAR OR
, 4/8, 4/9 WWF (TYP)
4" MIN.
12 "(TYP)
• o
•
"5 MIN 12" MAX
24"
SEAL ALL AROUND WITH "RAM NEC" OR EQUAL. (TYP ALL RISER JOINTS)
2" INSULATION (PER SPECS) AND 3 LAYERS 6 MIL POL YETHYLENE SHEETING ALL AROUND (TYP)
I 1'12 TYP II \ I
1/2 CDX PLYWOOD 4 TIE HOOKS EQUAL L Y OR I" x 6" T a. G SPACED AROUND BASE PLANKS IN ALL • SEE DE TAIL THIS SHEET. SANITARY MAN- 0 f HOLES. 1 INVERT '\ ,/ 3" TVP :.It. BY
JAN. 1966
• " ~ BASE AN9 FIRST RISER CH/l <:;E;:"O"7 6 MIN SECTION SIIALL BE CAST
~~122z;f2'1lm7Z!11tz'llL''llL~~ 0 TO GETIIER (TYPl t:. 6"
0.0 · .. o'n:.:.. 12" SELECT GRAVEL, 2" RIGID BOARD EXPANDED o~tr· . POLYSTYRENE INSULATION IN
ALL SANITARY MANHOLES
4811 TYPE I
TOP OF CONCRETE
~. TROUGH ~ I' - " , , .
-.'<;'.> ~ '':.'_,>....... _.-,~. '"'". _ ... ~" '."" .... ~ ,',_, ''''''".,:;:>. :'.', ",·.:'1'. ·r ..
I 1···.:,:"Fl;~I'i: ....... 1 -. . ; (', . - - .
:PIPE . CONTINUOUS' a INvERT SLOPE ,CONSTANT. SEE PLAN a. PROFILE.
~; ~ J '~.-~',/~';::~:~~',~::,I:~</:< ,.'~~.',~, ~:'!,~~;,~(\.:"; ;~"! ~'<fI,.:',.',~,: ~ k ~'; I'" ':." .• ,: ,' .. ".; "~',,',' :~.,. I ,1 ~~~T~~R~~~t6°~~QUAL )
'-- •
TYPICAL THROUGH SECTION
TYP F INSERT DDD
AT ALL CONNECTIONS TO MANHOLE
o TYPICAL MANHOLES
DEC.1983 I DETAIL A-ADD INSUL .. CHANGE SECTIONS. ADD JE V NOTES TO" hi:H. REINFORCE. SCHED.'·. NEW PLAN SCALE NO SCALE DETAIL F.
JAN. 19B51 DETAIL A- DELETED PIPE JOINTS AT M.H. JE V DATE REVISION BY
,~
"N'" d b"W .a" MIN _ 0 ~
3" • ~,---'.r----'i----~.----~.---c • .---•• r-J{~ • .----..r-
o
.,
•
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112" FOR 30" - 418M PIPE OIAIiIE T ER UNLESS OTHERWISE NOTED (HPJ
72" TYPE n
•
•
~~I-r.
" MAX 5 MIN
r---~\j~~ ,----r------i
\ 1
~ INVERT 'S::::::: :;::/ 3" TYP
~
6" MIN
4" MIN .
6" MIN.
~ '. ffl~,.,.,b"FFI~L,-r,."Ff"T"Ff"T"rFF'FFF'.~FT'Fi'7'99=tn=;=;=r7'7'li
~ ".'<:l. '0': . .
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r
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. .,,-,. Q-U,
---
12" SELECT GRAVEJ, 95 % M.D. ~~:
/ \'TI\WII
72" TYPE I
TOP OF C • 5' 5' TROUGH ONCRET E
•
•
~' rz';" t'>.. I FL~ .de ~\.. .' ~~.~
iROUGH TO 1 I
I , SLOPE ,
I I WlAIN. sEE PLAN 8
I I PROFILE
F OR INVERT I 1
I I OROP
I I
'",-,",' ,,~ " .... '1,"/" - I I _' "i'" A.' ~ .. _,' ~_'" ..... '. ,_"', Ao,':, • ~.. ' '., ;.":-..+;::.' , : , .' :'-:'. ~.-. -~ .,,;~ ~ ,-;;".: ...... "-'.'.:, • , .• ·f" , .. :,' ,.,.) •.. -.".,;,-~,; ..
, .... , "" ,'" ... ,.' ,.. .,/~.,.:., " .c'.:. '(lTT. '. . .. " '. :, .'" ' . ,/' • :., . .• ,." "il, I. --:.,~) ::',~~ ':. ~.:)
, --rt ,-. . . "-"-, • • I.
TYPICAL DROP SECTION
DESIGNED JEVI DFS
DRAWN DFS
CHECKED
DATE FILE NO.
a·'a,.· . ·1','·0 'h~
10"
~
,-.
~' .. ," . , ,'. v
. ~ ','
. , . •
THROUGH SECTION
-----." / .... / /
:'~/ ~ .~ .-,-. . ..
900 BEND
'- -1- ·~\I-'i ',II-I ---, ... :.-.:~ G
J .':--.--,--~'"""O- .
"T" SECTION
CONCR~TE BASE MAY BE' e4" SQUARE OR., 64 DIAMETER FOR 4a" MANHOLES; 92 SQUARE OR 92" DIAMETER FOR 72" MANHOLES.
TYPICAL PLAN SECTIONS
MANHOLE REINFORCEMENT SCHEDULE (SHALL COMPLY WITH AASHTO M-199-ASTM 478)
SECTION MANHOI. E SIZE 48' 7'1.' 0.39 SQ. IN/FT 0.39 SQ.IN./FT.
FLAT BASE EACH WAY EACH WAY RISER SECTION 0"2 SQ IN.lFT. 0.18 SQ.IN.lFT. CONE SECT ION 0.12 SQIN/FT -
FLAT LlD+ 012 SQ.IN.lFT. 0.12 SQ. IN.lFT
i EACH WAY ! EACH WAY ADJUSTING RING I 0.024 SO IN 0.024 SQ. IN.
"CIRCUMFERENTIAL REINFORCING
ALL AREAS ARE MINIMUM CROSS-SECTIONAL AREA OF REINFORCEMENT PER FOOT OF SECTION.
+OPENINGS IN FLAT LIDS SHALL BE ADDITIONALLY REINFORC~D WITH A MINIMUM OF THE EQUIVALENT OF 0.2 IN. OF STEEL AT 90 DEGREES.
• TAT E I PROJECT DESIGNATION lYE A R 110. IHIITI
AL
-r----;.tlt-FLOW
MAX. VERT. DROP FOR aEAVEIil SL.IOE (MEASURED CROWN TO CROWN)'
32" FOR 12" PIPE 30" FOR Id' PIPE 2a" FOR 8' PIPE
WHEN INSTALLING A 8EAVEIII SLIDE WHERE THE FLOW IS STRAIGHT THROUGH THE MANHOLE, THE BEAVER SLIDE IS TO MATCH THE INVERT OF THE EXISTING LINE AND
RS-RRS-M-nnn~I"'~ll IGII? I Dr I /J. WHEN lNSTACI.: THAT INTERCEPTS AN EXISTING SEWER AT A RIGHT ANGLE, THE CONNECTING INVERT OF THE SEAVER SLIDl IS TO INTERCEPT THE EXISTING SEWEIII SLIGHTLY ABOVE THE SPRINGLINE AS SHOWN.
AS-BUILT PLANS
I_mALI, '~4 '" J" .n, 'V"'r'"
tV>" .
NOT EXTEND MORE THAN HALFWAY THROUGH THE MANHOLE.
o TYPICAL BEAVER SLIDES
3" ~~TEP fABRICATED
.. EMBED HOOK 1.5"
!" FROM a REBAR OR ~", I <;QUAL. APPLY 2
ATS OF METAL PRIMER OR GAL-~ANIZE SPACE
lO" ,,' STEPS 12" O.C.
11 rJJ" I " .1
12
® MANHOLE STEP
1 """ '"0' MH. RING GROUT
~~~.:~. r-----, _ __ _ _ _ _ p~·~:~;·~:Jh:·:;~.':1,
;': ~'- D !,'t-"" I--______ b..~'.j. . '.. .. 0
~_ ·.b.()<.6.~ .. - -- - - - - - - "ri~:,,!.·'.·:,,;~: :·.':"1:' •• l· .... -•. ,
GROUT INTERIOR- ;1:' ... • . "~'I ~. Ill" o· . SMOOTH f,~'- '';'-'.~
1.. .. ;.:; ~ •• _ « : ', ... ',;. ; ;"'~:.""" 'i.,.,.,.."
L 7- 5/a,,--1 TYPE II CONCRET E LID
" . y
6" MIN. li'MAX.
15"1.I~
1.5"R, II \
e"
i 0 ~I NO.. 4 REBM ,
5"
o TIE HOOK
2-1/4" )( 3-5/a" X 7-5/B" CONCRETE BRICK, TWO COURSES MIN. AS SHOWN, OR TWO CONCRETE ADJUSTING RINGS SET IN GROUT.
ALL GROUT SHALL BE NON-SHRINK "WATER-PLUG" BY StANDARD DRY'V4U. OR EQUAL.' .
,
o GROUT AND CONCRETE BRICK ALTERNATIVE
~.,: ..... ' .. . .' .. ' ..... ".'
FRW INDUSTRIES INFLOW PROTECTOR COVER. STYLE 8---------------
r-----LlD
~.' ".' ": : ... :.: ..... ~.-;.
PPLY 2" URETHANE
o WATERTIGHT MANHOLE INSERT
FRAME
-_ .... ",,,,, ~-oL 0 F "I. '\
;
#71 "~ ""' ........... ~ft" -'"',- "" 00 *"" u.... t ,~,,,... -·7_ f
if';;';;.·- ... ~ ',Ii
til< 149TH ... *'1. r,,- --- OJ! F~.M"" .".-"~~. ~ ) ..... ~ -C .. I=J e;t!
~-,.. • , .. "hn C. Ph II/IPS II / .. 1 .~1,\~.,,,\> NO. LS 4708 •• ~I§"
~. ;" .... ~~ 0.. • ... ~'.; iI .. ,~ •••• c...~tIftlIf1 " '."'J •.•••••••. \ "v-"~: ... :'''!'"_,_,.,~ .,,'\ /.:;""--, . -~ , .-
CITY OF FAIRBANKS, ALASKA SANITARY SEWER SYSTEM MANHOLES
SSI ENGINEERING DEPARTMENT
_ .. , .....
• L .....
•
.,
-2:.,_~,
>
it
•
<
,·rl--------------------------~ RPM PIPE PARAMETEfIIS
Dill. I 0.:0. 11.0. ~. THICK. 'NSfi' PIP! PARAllltTERS f)It> PIPE PARA_TEllIS
DIA. IN.
0. 0. II.O.rMtN. THICK_ IJIIL o:tI. LD. JV1N. THlt K. IN. IN. IN. IN. IN.,N. IN. IN. IN. IN. 1 IN.
8 I IU4 1 8 1 0.17 ... 1 650 1 4 1 1.25 4 1 4.80 1 4.03 10 110.34 1 10 ! 0.17 ~ I 850 1 6 1 1.25 6 1 6.90 1 6. f!)
12 !1z'lS 1 '2 ! 0.18 8 110.50 1 8 1.25 8 ! 905 1 1.26 14 114.38 1 14 1 0.19 10 112.75 1 10 1 1.375 10 111.10 110.27
12 113.20 1 12.33 12· 114.15 1 12 1.315 14 16.75 14 1.375 14 1 15.30 I 14.39
15 115.38 1 15 1 0.19 16 116.40 1 Ii 1 0.20 18 I IS 42 1 18 1 0.21 lSI 1S:88~. 16 1 1.438 16 117.40 I 16.41
20 12042 1 20 I 0.21 18 12088 1 18 1 1.438 , .
18 ·11950 I 18.55
21 12142 I 21 0.21 20 22.88 20 I. 438 20 12169' 1 20.63 24 12448 I 24 I 0.24 22 2488 22 1.438 24 125.eO I 2"79
24 27.00 24 1.50 30 1 32.00 I 30.97 .. 26 129.00 I 26 1 1.50 ]6 138.30 I 37.19
28 131.00 1 28 I.!l> 42 144.50 143.31 30 133.00 I 30 1.50 48 15O.eo 149.53
PIPE PARAMETERS
WOOD COLLAR....... .--ASPHALT ROOF CEIlfENT
4==-:::;;::.::::::;r::::.:::;z;177l--, r-1=:;:7;$==+==;Q 11
/
II II
~~--~--~hh~~_JL_~~~==~==~~~~
WSP WITH WOOD COLLAR
_---~---I '/ ~ t
• ql lbo
HUB AND SPIGOT /
RPM PIPE
) ./
DRESSER COUPLING ROCKWELL 433 Oft EQUAL.
/ 11P ,1/ ~ \ ~
PUSH-ON JOINT /
~
IJ>
'"'ttlY' MECHANICAL JOINT
DUCTILE IRON PIPE
/
NOTE: ALL PIPE SHALL lIE COATED WITH A MINIMUM OF 2 '/4" INSUI.ATION. DUCTILE IRON SEWER SERVICES SHALL. COATED WITH A MINIMUM 3" OF INSULATION. FITTINGS SHALL BE COATED WITH AMINIMl./M OF 3" OF INSULATION
TYPICAL PIPE CONNECTIONS
•
~
0.26 0.25 0.27 0.29
0.31 0.33 0.33 0.35 0.36 0.38 0.39 0.43 0.47
0.51
DRESSEft CClI.PI..ll11G ~KWtLL 433 Oft tQUaL
~ ~O
NOTE: WHEN ADAPTING PIPES Of DIFFERENT INSIDE DIAMETER USE ROCKWELL 435 Of! EQUAL.
PIPE ADAPTATION DETAIL
4~WSP CAST~
~ I
IGIIII! /'t \
~
NOTES:
I. Type 450 o"d 60" WSP house service lioes shall lie stapled a. tap of pi pe.
2. Six galviniled staple. to be used at each wire ending.
3. Stapl.s not 10 penetrate inner surface of pipe.
4. Staples every 18" throughout the length of the pipe section
~- MINIMUM 3 TIGHT WRAPS 1/4" APART AT ENDS
TYPICAL W.S.P. STAPLE DETAIL
NOTES: t. FltJ!t1wet1 filii", is fairbanks 8" Cast Iron, IFCO
No. 2142 or equal. Adopt to a 6" pipe .men a 6" fl",hwelt is specified.
2. 45· FIlii", mar be: IiI.J. Cas! Iran. Hull GMt Spigot Cast IrOft, Double Hull Cast Iron, or 450
RPM fin ..... 3. When iAS1a1l1nQ a midline pair of flushwells use:
a) A Double Hub 8" Saddle. b) Two Single Hub 8" Saddles spaced 5' aparI. c) Two Cost Iran Wy •• separated by one full
length 01 sewer main pipe. . 4. Flushwelt' ptpe may be Wood Stove or RPM
pipe CIS specified.
2" Insutation Minimum
J.
L:Gr_, surface
3/8" Depreaeed
_ ... _+ U~ved I\PlIved
A>-
V 45- Bend
•
6" .. . .... :~ . . '" . ~ . .
i b ~
§' .f' 'v
do
~b " .. J'
.... <:'
.. <:>
TYPICAL FLUSHWELL DETAI L
•• tension
----. STATE PROJECT DESla." TIOIII YEAR
AS-BUILT PLANS SMEET -68 A LAS K AI RS-RRS-M-OOOS(52) 1987
iAn: ;VI', t!llnAU: F --,---
118" MAX. GAP
L ..
e I r r I !l ,
,-, .. -
r r r'
I .~ FOR PtPE SECTIONS DAMAGED CLOSE TO PUSH-ON OR HUB AND SPIGOT TYPE JOINT CUT OFF DAMAGED SECTION AND BELL OF UNDAMAGED PIPE PERPENDICULAR TO PIPE AXIS. INSERT SAME TYPE AND DIAMETER OF PIPE LEAVING A MAXIMUM 1/8" GAP BETWEEN PtPES. USE FULL CIRCLE CLAMP, ROCKWELL 256 OR EQUAL\OR FLEXIBLE COUPLING, ROCKWELL 433 OR EQUAL. (FLEXIBLE COUPLING SHOWN)
~ ~? J
/1/8" MAX. GAP\
~~I I~J ~ ;
FOR PIPE DAMAGED NEAR THE MtOOLE OF THE SECTION REMOVE THE DAMAGED SECTION MAKING CUTS PERPENDICULAR TO THE PtPE AXIS. INSERT SAME TYPE AND DIAMETER Of PIPE LEAVING A MAXIMUM GAP BETWEEN PIPES OF 1/8". USE FULL CIRCLE CLAMP, ROCKWELL 256 OR EQUAL; OR FLEXIBLE COUPLING, ROCKWELL 433 OR EQUAL. (FULL CIRCLE CLAMP SHOWN)
118" MAX. GAP
~\ \ \ ~\V 1~~ ~ l1\. \\\ \ JL
\\ \~ ~~I~!~ \ =s~ \ ~ ~ii!w j~\ \\ \ JL
WHEN REPAIRING WOOD STAVE PtPE CUT AND REMOVE THE DAMAGED SECTION, MAKING CUTS PERPENDICULAR TO THE PIPE AXIS. STAPLE BANDING TO ALLOW A MtNIMUM OF THREE WRAPS OF THE WIRE AT EACH END. STAPLE ACCORDING TO DETAIL THIS SHEET. CUT NEW WSP TO LENGTH ALLOWING A MAXIMUM OF 1/8"GAP AT EACH END. CREOSOTE SHALL BE APPLIED TO ALL FRESHLY CUT ENDS OF PIPE. INSTALl. FLEXIBLE COUPLING. ROCKWELL 413 OR EQUAL; Of! FULL CIRCLE CLAMp, ROCKWELL 256 OR EQUAL. (FULL CIRCLE CLAMP SHOWN)
AFTER BEING ACCEPTED BY THE ENGINEER ALL PIPE INSTALLED AND ExPOSED DURING THE WORK SHALL BE COATED WITH A MINIMUM 2" OF INSULATION.
PIPE REPAIR
_~""""i!.~"'" n"",,- \) f .IJ i \ .. :'\ '<: ......... ~ .. .r. 't :-.,>., * ....... ~ ~
" '.11." ''-:'I' f)·· ....... 49 TH · '* ; -f ~·~~:I;,60.P·:-~I ~~~.- . • ~··.~4~·(.tj •• ,,~ ............ ~\ r;g
·\~~!qrus\~~..:---
TOTAL IltelTI
/i8,
, ". . . . I. ~ SH,EET. of.
• DEC.I9B3..j. CHANGE NOTE ON TVP: WS,P. ST~ DETAIL. -l dEV .... DESlGNEDJEV OS,AC.DI),c:t Ai" CD ,C) /J /J/'J CITY OF CAIRBANKS ALASKA GEIST ROAD EXTENSION TELEPHONE OUCTIANK " PLAN SCALE: NONE • ~AWN GOfI !.t IJ'-'~JJ.L . .-. '" SANITARY SEWER SYSTEM 552
DATE REVtSION BY CHECKED ~ CITY ~NEER /' ENGINEERING DEPARTMENT PARAMETERS CONNECTItWC ADAPlaTION I:'LUSHWELL REPAIR DATE 3-83 FILE NO. , ...... -,.. l" ,
--=-::: .. ~ ~:~ ---'-~ --~-~"-- ~--'-~. ~-. ~-~...-...- -.--.111.
• •
68
• --'-
...
• ,(JI ..
NOTES GENERAL REQUIREMENTS: SECTION 1
(1) PIPELINES. CULVERTS AND CONDUITS INSTALLED ON RAILROAD PROPERTY SHALL CONFORM TO CURRENT AMERICAN RAILWAY ENGINEERING ASSOCIATION "SPECIFICATIONS FOR PIPELINES CONVEYING NON-FLAMMABLE SUBSTANCES." EXCEPT AS EXPANDED OR MODIFIED BY THE SPECIFICATION. WHERE LAWS OR ORDERS OF PUBLIC AUTHDRITY PRESCRIBE A HIGHER DEGREE OF PROTECTION THAN SPECIFIED HERIN. THE HIGHER DEGREE OF PROTECTION SO PRESCRIBED SHALL BE DEEMED AS PART OF THE SPECIFICATION.
MATERIALS: SECTION 2
(1) REFER TO TABLE 2 FOR WALL THICKNESS. CLASS OR GAUGE. (2) STEEL PIPE SHALL CONFORM TO ANSI SPECIFICATION B36.10. CURRENT. AND
SHALL HAVE A MINIMUM YIELD STRENGTH OF 35.000 PSI. (3) REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM SPECIFICATION C76.
CURRENT. (4) CORRUGATED STEEL PIPE SHALL CONFORM TO AREA "SPECIFICATIONS FOR PRE
FABRICATED CORRUGATED STEEL PIPE AND PIPE ARCHES FOR CULVERTS AND UNDERDRAINS. "CURRENT. ASPHALT-COATED PIPE CONFORMING TO AREA "SPECIFICATIDNS FOR BITUMINOUS COATED CORRUGATED METAL PIPE AND ARCHES." CURRENT. IS RECOMMENDED.
(5) CORRUGATED STRUCTURAL PLATE PIPE SHALL CONFORM TO AREA ·SPECIFICATIONS FOR CORRUGATED PLATE PIPE. PIPE ARCHES. AND ARCHES. CURRENT.
(6) DUCTILE IRON PIPE SHALL CONFORM TO ANSI SPECIFICATION A21 .51. CURRENT. (7) CAST IRON PIPE SHALL CONFORM TO ANSI SPECIFICATION A21.6 OR A21.8.
CURRENT.
(8) SPECIFICATIONS FOR TUNNEL LINER PLATE SHALL BE SUBMITTED TO THE RAILROAD FOR APPROVAL.
INSTALLATION: SECTION 3
(1) ALL PIPELINES ON RAILROAD PROPERTY SHALL BE OF SUFFICIENT STRENGTH TO WITHSTAND RAILROAD LOADING. AND SHALL BE OF LEAKPROOF CONSTRUCTION.
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(1 0)
CASING PIPE MAY BE OMITTED WHERE THE CONTENTS OF THE CARRIER ARE NOT UNDER PRESSURE AND WHERE THE CARRIER PIPE CONFORMS WITH SECTION 2 OF THIS SPECIFICATION EXCEPT THAT CAST IRON MAY BE USED ONLY WHEN THE METHOD OF INSTALLATION IS BY OPEN TRENCH. WHEN REQUIRED THE CASING SHALL EXTEND ACROSS THE ENTIRE RIGHT-OF-WAY. CASING PIPE SHALL CONFORM WITH SECTION 2 OF THIS SPECIFICATION EXCEPT THAT CAST IRON MAY BE USED ONLY WHEN THE METHOD OF INSTALLATION IS BY OPEN TRENCH. PIPELINES INSTALLED LONGITUDINALLY ON RAILROAD PROPERTY SHALL BE LOCATED AS FAR AS PRACTICABLE FROM TRACKS OR OTHER IMPORTANT STRUCTURES. PREFERABLY WITHIN FIVE FEET OF RIGHT-OF-WAY LINE. WHERE THERE IS DANGER TO ANY STRUCTION FROM LEAKAGE. AS DETERMINED BY THE CHIEF ENGINEER OF THE RAILROAD. THE CARRIER PIPE SHALL BE ENCASED. PIPELINES SHALL BE LOCATED. WHERE PRACTICABLE. TO CROSS TRACKS AT APPROXIMATELY RIGHT ANGLES BUT PREFERABLY AT NOT LESS THAN 45 DEGREES. AND SHALL NOT BE PLACED WITHIN CULVERTS. NOR UNDER RAILWAY BRIDGES WHERE THERE IS A POSSIBILITY OF RESTRICTING THE OPENING REQUIRED. OF ENDANGERING BRIDGE OR CULVERT FOUNDATIONS. OR OF INTERFERRING WITH MAINTAINANCE AND RECONSTRUCTION. LINES UNDER TRACKS SHALL BE INSTALLED BY BORING OR JACKING METHODS. DISTANCE TO HEADERS SHALL CONFORM TO TABLE 1. WHERE CASING PIPE IS LESS THAN 36" IN DIAMETER. THE ENDS SHALL BE SEALED WITH BULKHEADS OF CONCRETE AT LEAST ONE FOOT THICK. WHERE CASING PIPE IS 36" OR MORE DIAMETER. THE SPACE BETWEEN CARRIER PIPE AND CASING SHALL BE BACKFILLED WITH DRIED SAND BLOWN INTO PLACE AND ENDS SHALL BE SEALED WITH BULKHEADS OF CONCRETE AT LEAST ONE FOOT THICK. WHEN PIPES ARE TO BE LAID IN OPEN TRENCHES. THE TRENCH SHALL BE EXCAVATED WITH A CURVED BOTTOM SO THAT THE LOWER ONE-THIRD OF THE PIPE WILL BEAR EVENLY FOR ITS ENTIRE LENGTH. IN ROCK OR ROCKY MATERIAL. THE TRENCH SHALL BE EXCAVATED TO A DEPTH OF 8" BELOW THE BOTTOM OF THE PIPE AND BACKFILLED WITH A BED OF GRANULAR MATERIAL WHICH CAN BE SHAPED TO THE PIPE OUTLINE. IF PIPE HAVING A PROJECTING BELL IS USED. THE SURFACE UPON WHICH THE PIPE RESTS SHALL BE SHAPED TO FIT THE BELL AS WELL AS THE BARREL OF THE PIPE. THE BACKFILL SHALL CONSIST OF MATERIAL ACCEPTABLE TO THE CHIEF ENGINEER. UNDER NO CIRCUMSTANCES SHALL CINDER OR SLAG BACKFILL BE PLACED OVER ANY PIPE CROSSING. THE BACKFILL SHALL BE CAREFULLY PLACED IN 6" LAYERS AND THOROUGHLY TAMPED INTO PLACE. THE TRACK SHALL BE BALLASTED AND RESTORED TO ITS ORIGINAL CONDITION. WHEN PIPES ARE INSTALLED BY THE BORING METHOD. THE PIPE MUST BE JACKED THROUGH THE SOIL AS THE SOIL IS REMOVED BY THE AUGER. INSTALLING PIPE THROUGH PRE-BORED HOLES AFTER AUGERING IS COMPLETED WILL NOT BE ALLOWED. EXCEPT FOR SMALL DIAMETER PIPES WHEN APPROVAL BY THE RAILROAD IS OBTAINED. REMOVAL OF MATERIAL FROM THE BORED HOLES BY WASHING OR SLUICING WILL NOT BE ALLOWED.
(11) WHEN MULTIPLE LINES OF PIPE ARE INSTALLED. THE CLEAR DISTANCE BETWEEN THE CASING. OR CARRIERS IF NOT ENCASED. SHALL BE EQUAL TO THE DIAMETER OF THE LARGER ADJACENT PIPE. BUT NOT LESS THAN 2'-6" FOR PIPES OVER 18" IN DIAMETER.
(12) UNDERGROUND POWER LINE. TELEPHONE OR OTHER CONDUITS MAY BE OF VITRIFIED CLAY. TILE. CEMENT. FIBRE. ASBESTOS-CEMENT OR OTHER CONDUIT MATERIAL AND MUST BE ENCASED. STEEL TAPE ARMORED. LEAD COVERED CABLE DESIGNED FOR BURYING DIRECTLY IN THE EARTH. WHEN CARRYING COMMUNICATION LINES OR SERVICE SUPPLY CIRCUITS NOT EXCEEDING 750 VOLTS MAY BE LAID WITHOUT ANY FORM OF PROTECTION UNLESS CASING PIPES ARE NEEDED IN ORDER TO PERMIT THE INSTALLATION TO BE MADE BENEATH OPERATED TRACKS.
(13) ALL PIPES OR UNDERGROUND CONDUITS SHALL BE INSTALLED IN SUCH A MANNER THAT THERE WILL BE NO INTERRUPTION TO TRAFFIC ON MAIN TRACKS. PASSING TRACKS AND SIDE TRACKS. NO TRACK CAN BE TAKEN OUT OF SERVICE WITHOUT PERMISSION FROM THE CHIEF ENGINEER.
I--- HEADERS
:><: ()
« 0::: I-
CASING TO EXTEND ACROSS iNTIRE RIGHT-OF-WAY UNLESS OTHERWISE APPROVED BY TH~RAILROAD. FOR CASING WITHIN CONFINES OF PUBLIC RIGHT- F-WAY AN EXTENSION BEYOND ~ OF OUTSIDE TRACKS (MEASUR D PERPENDICULAR TO ~ OF 25' MINIMUM IS REQUIRED
:><: ()
« 0::: I-
r--HEADERS FOR BORING JACKING OR TUNNELING
SHEET I TOT AL NO. SHEETS
76 //8
STATE I PROJECT DESIGNATION I YEAR
ALASKA I RS-RRS-M-OOOS (52) I 1 987
CADD REFERENCE NUMBER 86080.60494F09
AS-BUILT PLANS TABLE 1 DATE: 3-171 ft.
TOE OF SLOPE ~
2' MI N L
>->-0:::0::: «I"oen :Z:~ 00 w:z: wen
0::: ~o
;:;1 « l:
yJl L
INITIALS: ~
DITCH LINE
MINIMUM DISTANCE ~ TRACK TO HEADERS OR TO EDGE OF OPEN CUT
(MEASURED PERPENDICULAR TO ~ OF TRACK) SEE DETAILS 1 & 2
GROUNDLINE
h
~
SEAL
:><:' ~I 0:::' 1-1 u.. 01 "',
I
,3' MIN
-. -r -~ ..
SEE TABLE 1
~
o
I-
:z: -l: • <0
""" +
:z: -l: • <0 I
I/)
rf-
SEE TABLE
~ r- 3'
o MIN.
~ ~± .. +
3' MI N.
""1 ..J
• ci
SEAL \ ' --------= 'BOTTOM OF TRENCH
LCASING PIPE
D=DISTANCE FROM BASE OF RAIL TO BOTTOM OF TRENCH L=DISTANCE FROM ~ OUTSIDE TRACK TO HEADERS (MEASURED PERPENDICULAR
DIMENSIONS TO CASING ARE TO APPLY TO CARRIER PIPE WHEN NO CASING ,
DETAIL 1 NOT TO SCALE
L---CARRIER PIPE
TO ~ IS USED.
TABLE 2
D FT. L FT. NOTE:
5 13"L" VALUES SHOWN 6 14 ARE MINIMUM 8 7 IF FIELD
1 CONDITIONS SO 10 19 WARRANT VALUES 12 22 SHALL BE 14 24 APPROPRIATELY 16 27 INCREASED. OPEN
CUTS MAY REQUIRE 18 29 SHEETING AND BRACING 20 32 SHEETING AND BRACING 22 34 MUST BE APPROVED BY 24 CHIEF ENGINEER OF
37 THE RAILROAD. 28 42 32 47 36 52 40 57 45 63 50 69
OVER 50 REQUIRES SPECIAL CONSIDERATION
CIRCULAR PIPE-WALL THICKNESS' CASING PIPE, CARRIER PIPE - NOT ENCASED
:><:1 (),
g! . L --------u.1 (SEE TABLE 1) S 0, ()
"'1 ~ a. I 0 u. I 0
w (!)
o w
Cl
, , PIPELINE} I " ADJACENT ,
PIPE DIA.
INCHES
8 OR LESS 10 12 14 15 16 18 20 2T 22 24 26 28 30 32 34 36
(CONTENTS NOT UNDER PRESSURE)
STEEL MINIMUM WALL THICKNESS-INCHES CONCRETE NOT THODE MINIMUM
P~~J~g~~D P~~TECTED CLASS
. 188 . 188 . 188 .282
.282
.31 3
.344
.375
.188 .188 .188 .219
.219
.250
.281
.312
MUST BE ENCASED
v
v
v
v
CORRUGATED STEEL
MINIMUM GAGE
14 GA.
1 4 l>A.
12 GA. " "
.407
.438 .344 .375
IV 12 GA. 10 GA.
.469 .406
.469 .406
.501 .438
.532 .469
.532 .469 10 GA.
CORRUGATED STRUCTURAL
PLATE MINIMUM
GAGE
DUCTILE IRON MIN. CLASS BASE/RAIL TO TOP/PIPE
4.5'- 8'1 9'-16' 117'-24'
2 2 2
2 2 3 2 2 3 2 2 4
2 3 4 2 3 5 3 ..±.. 6
V//J//
~ E7///LL
4 5
V/~~~ 5 V//J/6 "///J/.
V///U V///~ V///// '/////
5 '////...6 VL/~~ . TO TRACK ~ ) C3 "" DET AI L 2 BOTTOM"UF TRENCH ----
V///// '/////,
38 .563 40 .563
8 GA. .500 V//J// V///J%, .500
OPEN CUT FOR PIPELINE ADJACENT TO TRACK· 42 44
.563 .500 5 ~ ~ NOT TO SCALE
RAILROAD TRACK UTILITY CROSSING GENERAL DETAI~ SEE SHEETS 62-75
FOR SPECIFIC DETAILS.
RAILROAD TRACK-UTILITY GENERAL DETAIL
(SEE SHEETS 62. THRU 75 FOR SPECIFIC DETAILS)
CROSS
46 48 54 60
66-72 OVER 84
"//////// V/T/7/77,
~ V////////
v//////, V/T/7/7/
~ 8 GA. SPECIAL
"/////// IV ICONSIOERATIONI SPECIAL CONSIDERATION
8 7 5
5 5
V/O/fl
V//J/: V//J/, V///// V/////
Wdh W06 V///A V//J%
A. - CAST IRON PIPE NOT TO BE JACKED. DESIGN TO CONFORM TOANSI SPEC. A21.1. CURRENT. AND TO INCLUDE E80 RR-LOADING PROPOSED SIZE AND CLASSTO BE SUBMITTED TO THE RAILROAD FOR APPROVAL.
B. - TUNNEL LINEAR MATERIAL AND INSTALLATION METHODS MUST BE SUBMITTED TO THE RAILROAD FOR APPROVAL.
__ ""'"\ ..... ..!" OfAL \, . ~~"""" ••••• -4 ... 't .., ... * .. '''If t .~ .. -. '" .- -. l.
*l491ll .-f*~ . .... : ................. __ ......... -1 'uz:.;:.::l~.~ '" V1>'" lED JOHNSON@:?1 ~. •• ......0£ .-o1 •• l I
~. ••• Mr ~ ........ ~ -", ... ~.., ' .. ,,,"', .......
• --•
",11!ll
iJ !~ i i ~:' • I
!!!!l ! i j !
~; ;~ ; \~i i,~ i ~ i~ i ~i~i }) .tl.t
I'q dO ...
........... ,
KitE Iq !HI)
~ -<: a - ...... ~ 4C'" ~:: "1.,\J 0" '" ~ ....:-.8 "" '"' 0 ,,::.: d'i It) ~ ~ ..... '"'i ", "" 0::) f>. • ~ 1\0.1 ~ It' '" • ~ -.s "'... 'I- <l\ '::J '" :-... ~ "" ~ '<) 'Ojo- 'l.: ":J " "r) '" ~ ,* "'" :::; ~ ,'I- ~ :,:,~ t ,.; "J '!'
s:::> " ... "" ~ -...j" '.." i:" ~ :-t- ::.. , X ~I .s ~~' . J IJ :t' ~ ~ '<.j '3J Q'; ;-l ~ V);:-: b oN ~, . Q::l ' ----:! 0718 y cq '-4 ~." '~~ '.5;'~ /0__ ~_I..j
~ ~~ GRADE DATA
81 ..... t:;:)Q ':;)r-; """,
~~ .~ .. ~~ '-')~
~ ~
:.3 ~ (No Scale) Protd~ Grade = Bridge Grade '" u
. ~ :,. ~
~~
STATE PROJECT DESIGNATION YEAR
AS-BUILT. PLANS-.. ALASKA ItS-RSS-M-O(J()S(SZJ /987
1_fTl ... : ;V~ j Ian: j{.Qrt..
I: 12'O-U 10'0 I:~;~" IN" IN U H~;D" ~'''£~2:~'''' I~ I;:" Pathwd)' . ~ I---T---I . 1 .-
_ .h2 I LJ t. c t Profile GrcUfl!! Pomt ,n~cas oncre e I /72 fA h It
,- 115~.3" Out to Out of' Deck
SHEET NO.
77
TOTAL
SHUTS
//6
Vee'I'P Concrete ,.N)ed/an Barrier; I op 0 '.Sp d 2 "Asphalt 5afet:J FelJCe,-- Bn'dqe. P-9",' ~") 1 I '-, I \" Ovuld)'(Typ) - ~ I P C,;nc.r;t
1 ~ I -2.0'7.. I -2.0Z. ~ I I- 13r dg'! Rat/I .280~a' I). II) ~ e • nJ
, . 1-!tB' N '0 ~-O -~ I-
41IIfI";., 8r~,- -,tt Ab..,!." / r E
~ • ~;,-/--, /
~(-'. .1 Ground line cd "- . I . IJ\ -: . '~
-
~ce or /Jr/dge---;: , i .' J
0. rl
_. -
1.2£):0"
~
6.'-0"
1--£ P'e"- #~ F~6~-I:#3. f--£,.,d e,-;-d''j'B
E
II~I-:---:-T ' r- I
1 I 1 ; I I 1 I I 1 ' "
\
F > •
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/- '-
litt~ ...
I' I 1 '" -11-"
Reinrorct!'d e/77Oank/77ent reialnl/7'1 wdll
Prestr, Coner,
- '~ , r' ~ss~d C0l7c.6/rders - 'I~' '
. '- rr-~te Spread Foot/I7'l . '. ~ ~:::. .., ::. ~ ::. ::. t::::. ::.....:: ""
,._ .. __ jl-~ hi.--1I~-_~~~---~,~---~~-f-,ii= I _I __ ~-~~=-=---:,'I'~ r 11
-',.-
, ' I!" I , I ' , , ,- 1 l \' 1- - - :-. t_ - f-. -- , :, f- -- ~ -
- . - I ----~-jt- I : -, , ~ r - 1--- ; .---- -. ~ - . 1- -- I-- 1-- f--- 1---. -1
--_.. -- . - _.- - . -- I':, ( f - - t_ - - -- - I- r' f-- - I- r-- t_- .- -
, t L I --. . .- - - - c---' ,- -. 1- - - I--- - -- t_. I-- -. --- - --, ' 1
01:1 ",wr'? EI6v6r'1e;,/7 400,0
. ..-. ~--- r-,.- t_'I I, -,. -. I--- I-- - - - -I 1-- ,- . ". t_-- -, I I ,
--1 -1--- I·· - I I. - . --- _.-- I- i -j I- I- I-- f-..j 1-- .-~ /" ~ .....
I - -! 1- -I r tl r -; f - IJ ~ l r - I- -I I-..j ~ - r-I 1-1 t- l r- -I f- 1 r -I 1-1 I 1 ; -I II II r'l r l -___ ,_ --L _ '- _I _ ..!.... L1 ...J __ ---l _ ~ ---1 .....J. -1 ....!. -L -1 ---1 -L -1 _ --1 ---1 .-l .-l -J. -l. ...J -I .-l .....J J --.J. -L -L --l. -1 -l J ---!.. ......... ----I. ----'- ~ - -----<- ~ - - - - -i
ELEVATION (tVo Scale)
PILE TIP ELEVATIONS fstirnat~d Oe.sirOlble
P/er.No . .2 34.5 395
~<:<': r,;; 0 + ..... -..:..-:: . '" c:-.....::: ..... -::> . ~:'....... ~"'" _9 s:
'-1' ... - w ;... .....:;:,. :;..<:) .... _
1-\ '} -~-.;::-'{ 5ee /?oCJd PIal.} '1 Tor renee ~
al'9I7ment~ Z J (ljp./eH .o'di!) J, 1/ "* It lit M )4 II It
\
\ " ,
~. ....... ......
---_.-./
COl7crete Barr/i!,-' Tral7s,lion -5 E'e
• 70 Gllor"1e! ~rk.r #w'l'
4~-
'.~~
POInt of'Mt'l7Im(./m Vert/cal Clearance
44-
.sheet Alo.8 For details. (lJrP. each end t.his side) 5n&l 81"': Sf~ -18-KJ3.~
/£ Ie V6-r/'c" ~ 68 . .5 P
,'.::::~ LJ t,"- .. -'1\ * ' ICJ "way,. ' ,-...: ~." ............... ""-.!....... -, -;::,;: ---- -::..,. '- -~~-....... ~ '" .......... ~ ........... " " "- ,..... "- '... '," ':::..... / ...... ....... .. "" .......... ...... '" ""- "- ' , "" . ....... ,
~"' ........."...................' -........:' " ;;;;::. '::: ... " " "- ...... '" '" '-., ....,> '>. ...... ;:::. "'" "" ~ ,'" "'-,.......:.......... "" ............. ) ......... ~ ~"":.I' '''-..''-". ,'?;. , .......... ~
~::---..... '. ..... .... ..... . , '> ..... "- "" 4E~ ~ . • 4"~~ ,. "' ...... '-, ,~~ ': '-. ,':, 47- ..... "- "" 'I - AI p9 07!TZ ~
. ,. ~ ~, .... '. '...................... ,.... Z '-,"'11
"' ........... ,. ~P;er 5t..3.~-f77.90 .... :r....~ .... ' ........... ~ "" Med,an BCJrrter Jranslhon ..... - - ""......, /' II , I
Elf:"" 8;-; .rflfl. 45'-1- 25.90, £,J6Vg-,l-/i:>" -168.53
00 "" ........ Elevation +("8.82,, "- ,)-.. " .' ............. "" (S~~ Road P/"m.s) ~ '-?,II'ZI! .R~. &. ">,:::-- ~~......... .......> ,~L umlnOllre ....... ......-: 'f' " ;::-........ . ..... ~ :--.. "- ~ " (TYp. each end Pie/,) ..... '" '-"'" ... ........... ' <' ....... "
~"" " :". £1,,"""""£1 Approac h G(./,;;rdra/U ~ -'7 I ~ '- ~ ~ " .... " >-. ".... .... "-..... ..... :-..... \ ,., .. v ...... v
c)/pI'ca1 r/~ht SIde , ... 1 ,.:- ~I (See ROdd Plan.s ¢ ........ \ --- 'i ./)wnq. No. /6) \ I
""6&14'" w.,;rll
PLAN (No Scale)
.. ","-,", -" .. ~ ....... ~~-
TYPICAL SECTION (No Sedle)
•
DtlS';9r1 .Lt've /.04&1 ~ 115-25 Dllfld ./.ead !l7c/~6"r .2S" p.r.(' Nr Fuf~r •
.---....~ .",~
DRAWING. INDEX Tit It!! DW'I7Q. ;Vo.
Gel7eral Layout / site Pldln 2-
4,etaininQ Walls 3 fie/nrorced Earth Walls 45t,?? Retained Earth Walls 8,9¢'(O Rbutl77ents II -Pier 12 TYPical Secft"on 13 6lrder.s - Span 1 14 Gt'rd~rs - Span .2 15 -M/scelldneoUS DetailS It,
-------Bndqe Deck Llqlitinq8rac/ret. 17 1.0Q of Test Holes /819{20
Note: The followt'n9 St.andard Drawin9.5 rna v dPply: £)-05. 00, G-C~. 02 hi, G'O~.02.s, G'1403,/, _:-'.":'.,:;:>S G-15.00, G-I8.01, G-.21.03 W; 0-,24·_, .... :5, L -03.00.
GEIST ROAD OVERHEAD
ROUTE NO. S - 665
GENERAL LAYOUT
State of· AI.ska DEPARTMENT OF TRANSPORTATION
and PUBLIC FACILITIES Juneau, AI.,b
-;.'-"'-
.IOGE NO. 169 7 DWNG. NO. I
"
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..
~
'<,.
't-
~' ~ii llj!J ~i~i~ Nl ;-..\: ~ :~~!
>. >. • >. III III ...
11~"~ c~e":"a ·!r¥6~B .:!OcO.g
K.E I. 1aN .... n Me U78_
,
STATE PROJECT DESIGNATION
AS-BUILT PLANS ALASKA
YEAR SHEET NO.
TOTAL SHEETS
INITIALS' if'1P I I RS-fmS~~OOOS(52) 1 /987 I 78 1//8
DATE, e;1.J7 ft L. -_---L-______ L-. _--L.. _---1.._--1 2'-,,">25 Pipe Pile, fI/led with 8c'rl'-;c~/ Tjoe A above 2°!e u,!~'i-CU 'U ::" ')' F301 r, - See
---- Provide 4 - 3" diameter even I!/ sp<1ced holes in plate -fo Cli/ow escaf'e of air during driving.
..<::> -/~
~,1
~::--?
Be(pn fjr/dCfe "< >
0,>
0"0
SJ . ....s
'>0
'>0'>0 '0
'>0 '>0
'>
1 ",.Ira. \;0. /2 --' IP f'x 2:1.," ¢ '" ";1' \ ~( ~ /e/j )(1., "\ ": .~.~ f\
"'- 17 TyP-/ %;. o
, () " Ci
""
PIP€" PILES ""'ERE rlt..I.£D 'WITH coA/cR~TE', 1110 -SORROW W;,{S VSE.D
_ 46+00 (: , ~ ;> <» ' P>, '> ) ';,6 \ I ~( ~) I N 69° of 52" E ~..s -- ii. II I .... .-1 Q, < « {rT <
:
\)t· " ~ ")1-.:
~
() " ~
Site information furnished by the Interior Region, May 1984.
201..0"
~:o~ 1 -, ,
~. ,I
,-- ',# W502 @ .9N * (r~)
'-----L]-f-J ----W 501 (i> .9" * * aG#'antity or WSO/~
W502 showl7 on Dwn7" .No. II- SECTION A-A
38 o~
<"...<>. 432
430
PILE CLOSURE Ie.- DETAIL
~~::" ESTIMATED QUANTITIES
SITE PLAN . contour interval =
scale
.2''A.sPhalt O,erlaj'
Bx 81t I" Ii: Washer with 2.:tJ" ¢ Hole I'or 2"¢ /lnchor Rod with nuts (Typ. each end)
O/A1?Hr.S ',»
II 1"= 401
® ~tem numbers are fOr refen:.nce. on(!J' Ql.lontir/es shown are not necessardlj the pay QlAant(t'1 no,.- the tot.ar. 'juantdf:! or the pa,.-t,clA{a,.- demo
50! /1)
,:;0;2(;,1. 502(18. 50.3 (I) 505(5P., >CQ"/"f'~ - ..... \.,. /'
00 7 (3B) 625(1) "40(1) 507(5) 51i (.,
Item ReinForc.ed BackF/'/1
Class A Concret.e Prestressed Concret.e Struct.ural/YJembers Span.l - Bul.6 Tee Girders - /50'-/0" ~pan-'::: - C5ulb Tee Girders ':':'::722.'-7D"-Re/nTorcin9 Steel 5truct.~ral Steel Pipe PIles (Furnishe Structurdl steel Pipe Piles (Driven) .5afetl-j Fence. p'-pe Rat" (t"n Precast Concrete /Vled/an Barr/er Cast-tn-Place Concrete Br/dge. Rad/I7'1 ReinForced E/77Dankment l'i'etair7lnQ Walls
* For- Asphalt Quantities I .see Road PLans
~
~:-<?~o~~
:5? '" 0<;...« . --'" -s. ~
,.../-'.a .5t.. ""
~
-.2'-
-~ ?<,~
Un/tl 5ubst. Is,-,~erst. Ton 13+.310
C.Y.
Tac. Eacli
10_ Lr: Each: Lf L.r. L.r: L.F. Sort.
737./
10'1;810 Z!2§2
18
19. ~05
/.90 /
.2 92. 9
18 18
37,'1-90
.2. 98 279 2.80 578
.... 0" .... /~!)"A' "":0"
'"
Total 3+.310
;'05'0
18 /8
144300 2,0("'Z
18 298 .279 Z80 578 19,903
Note: -1-:r4'xI' Precast C:oncro=t:e aloc.lrs »~be vsed /n place o-/' 'Anchor Wall. }~/·te} ICifldti!! t."c iJack :5j<dc/v;!# .99aj' Be =56s,_:eee~/ re,'Dp;s>"a )'f/-.
. . o~ 0 0 ""i ~ - <;... <"' Q.K'
®...-- .0 :-<> ';R ~ ~<'.f
~--
0 ......
--1=>~ '"
COi'C, ete. /1 "'>~ ~ .41'/t'hs.- 14.0,. '~>
'" _ ~:?o~.9 £r;ON ~ /SJo _
'0--
Be'1/n Brldge
I"O'x 4~O"Concret.~ Anchor Wall
L ~--~<».- ~rld'1e :t= RoadWt9.Y .py.~~", ~0"<!V o ",<:;;.;:
• &- '> X" "" ?:',o ... '1; ~ .... X'. &J ' .. ~~ ~ .'& ~
-'. :st'/ ... '''-''-'' ..... cS,..j>
~'>~ ~ .. '"
>
~ ~~
" ''>'''~",-,
GENERAL NOTES
Spec/f/cdt/on.s : De-519n -' AAS/-ITO standard 5jJt!"ci/ications .;:or
k';9.hway Bndges, /983 ed;tio/7 wdh latest Inter//77 Speci/ications_
Con-5truct/on.- state of' Alasl.-a standard Specd'icat ions fOr !/;9-nway Construct/on 1981; standdrd Mod/f'/ccilt.lons and Sp~cJal Prov/s/ons.
Lire .Load: H5-.25
Dead Load: Incl(/des 25 ~.sl" Tor rut~r~ pavln9'
Desi9n Unit stress~s; Casl-in-?Iac~ Concrete: Clas.s A f'C=.3pOO psi
f'y =1.,0,000 psi
Pre.str~ss~d Concrero=: See G/rder Details.
Concrete: All cast-in-place concrete ..shdll be ClassA.
Reinrorcin9 steel: All rejnrorc/n9. steel .shall be ASTM A~/.5~ Grade t:::-O.
str</ct~ral st~o=l: All structural ..steel shall I,,~ 9alYanized A..3~, unless ot.herwise noted.
P/lin9:
root/n'j Pre.s.sur~.s :
2~t." ~ 5truciural Steel PifJe P//es Y.z." wall thic);r7<!'ss. 2.00 Tons .
1.5 . Tons / F't: 2.
• • • 4" Jf x I PIft:01sr /II/CliO/? l3LOCIrS j./£ifE l/Se:D
GEIST ROAD OVERHEAD
ROUTE NO. 5-665
"I.~-""<-..>'- >< ....v-~ ........
.'~~ SITE PLAN
,.'>.....",', ..
ANCHOR WALL PLAN NO SCALE
Y~ ...... . <$
State of Alaska DEPARTMENT OF TRANSPORTATION
and PUBLIC FACILITIES Juneau. Alaska
IRID6E NO. 1697 OWNS. NO. 2
" .~-
'.
I. ,.. -
"
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1 I I I I , • 1 I I: f I
I ' ! I I I 1 I J ~~~~~ ! i i ! I I II I I . , I . I I , . I ~~ ~ i
lll.'ll.' l~J~l
K .. I.IIU .... 29
Top orWdl! EI.=".58~
•
.~ ........ 1· ~~
~6'-. x .....
/
Break slope @ Top of' w.:;11
'- ' ........ '- ' ........
~/...9--<'
, ' ....... , ' ....... , ' ....... , , , ' ....... , ' ....... , ' .......
~
, ' ....... , ''-, ' ........ , "-'''-, "'-,-, "'-,,, ..... ,,-, "'-,,-, "'-,,-, "'-,,-, "'-,,-, "'-,,'- "'-,,-
'-~' , , , , ,--......, , , , , , , , ,
,Face of'WaI/@f?: Roadway Sid 15++3.'30
, , , , , , , , , , , , , , , , , , ,
~-
<-I ' '. "'" , "'" ~ ,
I Top ot Wall E/.= -?52.:e
3 .... ~ , ~~ , ~ 'l>. ,
"<:.~ " ~ 'l>. , ~~ , ~ , ~~ ,
,,~ , ~~ , ~~ , ~~ , IoO"Skew
(ryp.) /~-'0--
~ .... , ~.". ',
"Br'L,ine
1M ... NO. PROJECT DESIGNATION YEAR STATE
AlASKA I qS-RRS-M~S(52) 11987 I 79
AS-BUILT. PLANS
... ... ..... //8 <
INITIALS. }~ '! .. DATE. ,,1/ /fl.
AS --......' '-,,-"T. - --......' '''-
" +0-
, , ~. " "+7- "-"', + ' ~.
"~ , ~~ ,
~...". , 5?dBrtdge Sta. 18103. 90
~ L~" Lil7tf1
I :U'''~~'~5'; I . Anchor Wall(See Dwnf.#o.2)
Abut. #0.1} .c/.: +.37-1-Abut:.lYo . .;:, £1.: -f28r
fI~ Top of' Wall 11 -(/ - £/. = HaS (ifp)
+'01/I7I/num) 1- _.J f--- ~ 3':/~//~J/ "_
___ I 1 ___ 1
...J........!...-L.....J....J
VIEW A-A
Be9/n 8rtd9a Sea. "f 5 t-23. 90
IA","' Anchor Wall
, '''-,"'-....... ~ ....... '........ ~~ , " 0-- ------£~I?<~i:)~~~dJJ..w.;~~,A< >', //@£
if 17'-;:1-77. 90 , , , : ' , race of' ~ "mS.J. 90
..... , ~-,.. , "-,.. , "-,.. '
N~.9·0r5.2"E
, ''-, " "-,.. , , ''-
Sta. " ' , -floadNay .
"...". , "-,.. ,
r
, ''-, ''-, " , '-....... , ''-, " , " , ''-, ''-, " , " 1 71 '
~
, , " " , ,
" " , , " ,
€ Pie!"
"-,.. '"'-, , "'-, , " ,
''- , ''- ,
''- , ''- ,
'''- , ..... ,,- , "'-, , '''- ,
B/"eak slope @ Top of' wall----
:<?/.s>-~
Top of' Wall £/.= "f52+
-, \~,
~ PLAN
Bre.:;k slope @Top of'wal/
..90 _
~
Top of' Wall EI. = +.2.9 + -
Top of'Roadway-? 7 ,?,//'/ " - c///' N I',:, (J1P,. 1 /' ~//F/,//,_
~ - ;>' f-- t- ' I ! - 1- 1- r- - 1- -~ , - f- ~
~ --f- ,- --l .-'- I-- I- 1- f- - r- f---'" f-- f-- ~--- - - - 1- - - - - f- - ~ --- .- - - - - - I- I-- ~r---
t-I~ ._.,- .1 1 -1- -1-- -I-I--.I--~ : h ' -I r- " - 1- - f-- - -- r- - - r- - r-~ '-L.:''1 I-- r- 1- - - - 1- - - - 1- r- - 1- - - - ...... r--f-h ~l-' /H-~ -, - I ---r-'-r- '- r-'-I -1--1-- - r- ,-- - r--_r- - - - - r-~---
;"1 ~ . H t- - H r-- f I - - 1- - r- - - Hl:; ,0 y//-//////:-/7:"-T- 1J" I' j
I · ~ . L '--
,
,- • j
.......!.....!... - --
---""w/'- W/f /7/~// ~/7F ~//3//E/~~ u~ _, , _, 1 ___ :---:_.0' : ___ ~---:---~ ~ __ ~ : ____ :---~--~ ~nr :- __ ~ : ___ '1 ~. r-:-~~i-_____ • _ _ _ _ _ _ _ ....J..... :--..,_, _ -'- ___ ' ~ ....J.- -L-. _,_,_, __ -!.. -0.- '-- ,_'--J --,-...J.. .I.- !....- _' __ ....... .J... .... '
ELEVATION Note; l7er not shown.
Plans prepared under my direct supervision.
GEIST ROAD OVERHEAD
ROUTE NO. 5-665
RETAINING WALLS
State of Alaska DEPARTMENT OF TRANSPORTATION
and PUBLIC FACILITIES Juneau, Alaska
BRIDGE NO. 1 697 DWNG. NO. 3
"
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) ..
--. "-.. l
"'"
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!I!I!I!~. III a " D OODo,
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~ ,:. ij"j"' c~ <-01 1.~~12 ouC5u~
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'~ ~ _ 10 GtOe.ft~ PA4~ ~\.N. .'
4~ 44 ',.:::::,
~ eE'~ I~ eJ/G·..,fA 4:;+-22 '
I ' LI MIT 0>= R.E.. VOLUME >'01(. RETAIIo • .I\NG, WAL'- - '/.
V ~~
~
" , 4(0 \J <09·07' !:>z,"&
.. 1 _ ______ .... ____ _ 11
LIMIT OF R.c. VOLUME I FOR RETAIIJlt-J", WALL
/ I-LIMIT OF R.E. VOLUME. A'T e.AC.1<. O~ Ae:.UTMcl-J'T 5EAT
"L" liN~ 4Cf
~ I
•
GENERAL NOTES I. FOR LOCATION AND ALIGNMENT OF R.E. WALLS SEE CONTRACT DRAW INGS.
2. ALL PANELS ARE TYPE 'A' UNLESS OTHERWISE NOTED.
3. FOR TYPICAL SECTION THRU WALL SEE SHEET 3 OF 4 4. DESIGN IS BASED ON THE ASSUMPTION THAT THE MATERIAL WITHIN
THE REINFORCED EARTH VOLUME, METHODS OF CONSTRUCTION AND QUALITY OF PREFABRICATED MATERIALS SHALL CONFORM TO THE MANUFACTURER's SPECI FICA TION S.
5.
~
FOR STANDARD PANEL DETAILS SEE SHEET 4 OF 4 . REINFORCING STRIPS FOR REINFORCED EARTH® WALLS SHALL CONFORM TO THE PHYSICAL AND MECHANICAL PROPERTIES OFASTM A-572,GRADE65.
fleIOR... fO I 1-lf,IAUAllO t-J .. Of II+E e.eIDGtE. f>I>.AM£> T+t6. CDNfR-ACfore.. <7I-1ALI.. I ,," M<lX !
pLAce. A =;"-_0" III~: fltick-iJEP.W Of bA~'u.. e.~HIIoJO ,1tE- t:;."'f'R.L ~NG!fl"i OF fleIPG,t. %.AT) AS t-1E.A6U!CE..D rICOM ·ptt; ~ 0T/OM Or 1'"+ E. SEAT THE.,
, I " f>.0~~iLL SHALL exT"-tJD toe A 1011~ WloTH Of z?o) A5. H6.,A-:,ule£:..-,.
fRO'" 1+1£ eAcA:.rA.c.~ or pIe e.elD~E. er:;..»..T
LIMIT Of= R.~ VOLUME AT eAC-K OF A5uiME"-l'i WALL
teoNT ~ of' R.E.. AeU"'. JI I .......... ............ I
v
I. ., oJ'I
?lAt-J 1".40
freoNT ~CE. of f::- .f:. . A eu r 1f !!>
THE onl.N CONTAINED ON '"lSI ORAWIN.S IS eASED ON INFUllttATlON PROYIOID IY 1lII OWNER. ON THI eAS11 0' TNII INFUllttATION. TNE
r----------------------------------r----~v.~---,~---~1~~~~~~C~~~~~~~IIR~~Sg~~ I nCORa. lIeU til call. IDESI_O 8V: JA I' DATI! TNI INTERNAL STAaIUTY 0' 1lII ITRUCTUltI! ONLY. IDCTIRNAL STAafUTY. ,_.... _ ",001.1_: KT : - INCWalNS FOUMIIATIDII AHO SLOPI STAaIUTY. IS TNI IInpONSlIlIUTY 0'
CNECllEO .v, 4· ~q -eM ".. 01 NIP. ......... c ..... , 1180 NOfIh ............. 8' s. VII9fNa 22211
(70lIl 121·_.
•
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"
''REINFORCED EARTH" IS THE REGISTERED TRADEMARK OF THE REINFORCED EARTH COMPANY.
CERTIfIED WITH
R[SPEs;,..r...-{~ IN~Uf !.; ~$lN~o' ,tH muCT N., *:' 49!1! '. * ~ ....... ... ..... '"1' ••.• , .......... ~
X\ •• ~. MICHAEL A. PAG .:::: ~
., ~~'. No. CE 5699 •• ·h I.'...,.·. .' ..... _ ·,~1T1'4 oooo ....... • " \: -
. '\ PROFr'~I"'f,."'~-- - .. \'\. .... "', ..... '""!--
This clrawlnt ~ Inform,lIon roprletary to The Reinforced E .... h Company. and Is being furnished for the uee of k J>, P ,Q. • only In connection wHh this project. and the information contained herein Is not to be transmitted to MY other orgMlzat1on un .... specifically authorized In wrttlnt by The Reinforced Earth Company. The Reinforced Earth Company Is exclusive licensee In the UnHed S ..... under patents ..... ed to Henri Vidal, ~ the IunalBhlng of this drawing does not constHute an exprwe or Implied license under the Vidal patents.
~.E. '2()~
ArF§OXI MATtE.. SOU ~fAC.e:. AR.£A
Ae>tJ'f . .,1 At>UT ~ e> -fO/Af....
SJsz.1 11,703. 7
/(I,lISS. 'J 5~
GEIST ROAD OVERt lEAD
ROUTE NO. S-665
REINFORCED EARTH WALL .
0. ..
"'ppt'~ .. ~d
Stata of AIa,ka DEPARTMENT OF TRANSPORTATION
and PUBLIC FACILITIES Juneau, AIa,ke
ff
il
• • • • • • •
•
- - ----- - ----
''';)G' "'CC 1c..91 OWN€. . ....:4
<::::;1. rr- I rl C' II
t. ..... ,~
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~
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TYPICAL CHAMFER
".----, ,._------
SUTE I'~r ,fer DeSIGNATION . ~ "I' , .... , . - ~ ..... •. '''1.. ~
" 4'-11 "(1.50m.l 1 TYPICAL ·1 3/L.",fl DOWEL OR 1· I.D. NOM. PVC PIPE
AI ASI<.A ,RS'RRS-M-OOOS(52) 1987 • 83 , //8 , ,
f-----+ ---------4----AS-BUILT PLANS nn .! ~ q u 9 • , 1ft,
DATE: ~ IniTIALS: 1f~ ~ } , ...
~ ~ I
L.'-'1"
'", L.'-/. 1/2" . "' 7 1/2" 7 1/2" II ICJ ...... -- . - I ,/
lliG.
PANEL REINFORCEMENT PANEL MAXIMUM ALLOWABLE THICKNESS DESIGNATION REINFORCEMENT HORIZONTAL STRESS
AT FACING (KSF I I
I I
I I I I I 1
I 1
I I I I
I
I I
Irt 1
I I I
I I I tl ,
,
j ~ I I I I 2 I
I- - ------
I I 2 !
I 1
~t>
V II'
'(PIC~L PANEL LAYOUT SCALE' 1/2" - . '-0"
"
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I
1
I
JOINTCD 2 BEARING BLOK"
I
I I
I
I
I I I
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4 *L. HORIZONTAL 2.83
NOTES: 1. REINFORCING STEEL TO BE A615 GRADE 50.
2. 3/8" X 3/8" CHAMFER SHALL BE PROVIOED ON ALL EXPOSED EDGES (FRONT FACE ONLYl.
-
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3. ALL PANEL TYPES AND OTHER RELATED ELEMENTS WILL BE DETAILED ON SHOP DRAWINGS.
l.. ALL PANELS SHALL HAVE TWO LIFTING INSERTS OF ONE TON CAPACITY EACH .
5. PANEL DESIGN THICKNESS IS 5f'. QUANTITY OF CONCRETE WILL INCREASE TO ACCOMODATE ANY ARCHITECTURAL SURFACE FINISH THAT MAY BE SPECIFIED.
6. ACTUAL PANEL REINFORCEMENT FOR ALL PANEL TYPES IS DESIGNATED ON THE WALL ELEVATION DRAWINGS. PL. ILLusTRATED FOR INFORMATION ONLY.
7. HORIZONTAL STRESS AT THE FACING 1 S CALCULATED BASED ON STANDARD REINFORCED EARTHil CALCULATION PROCEDURE.
8. PANELS SUBJECT TO HORIZONTAL STRESS AT THE FACING IN EXCESS OF 2.83 KSF WILL BE DESIGNED ON AN INDIVIDUAL PROJECT BASIS.
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TN' ohlall CONTAIIIED all THEil DllAWllla. IS 8ASIO OH IN'OIlMATlOII I'IIDYIDED 8T THI DWHIII. ON TN. eASIS 0' TNIS INreIlMATIOH, THI 1", ... ",ltCIO IAllTN COMPANY MAS DIIISNED. ANO IS IIIIPON518LI 'Olt I ,. . nco coma. IDE_D .Y: J A. :} DATE TNI INTPIIAL STAIIIUTY 0' !Ma STitUCTUIt, ONLY. ElITIIINAL STABIUTY.
...... PC!!! a PRO.I. ENGII: itT INCWDINa ",UIIOATIDM AND SLOP. STAIIIUTY. IS TNI IInl'DII"BIUTY 0' ., __ ~ 'IDa Reinforced Earth company ....,. c-t.. '711 ....................... :, ....... 1bOI
1NItU7 __ CHt:Clm:D ay: TMC III 11l1li.
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CON N E C T ION 0 ET A I L NO SCALE
"REINFORCED EARTH" IS THE REGISTERED TRADEMARK OF THE R~INFORCED EARTH COMPANY,
This dr_lng contalnl Informallon roprl.tary to The Reinforced Earth Com ..... y, and Is being furnished for the u .. 01 AL As KA D,O, Dnly In connection with thll proJ8Cl, and the information contained herein II not 10 be transmmed tD any other organlz .. 1on unl ... lpeclflcally authorized In writing by The Reinforced Earth Company, The Reinforced Earth Company II exclusive licensee In the United St .... under p"ants lsaued to Hanrl Vidal. and the furnishing of this dr_lng does not con.tltute an .xpr_ or Implied llcan .. under lhe Vidal peten",
r? '~ n" r" _ 4....
GEIST ROAD OVERHEAD
ROUTE NO. S-665
REINFORCED EARTH WALL
t ...
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St.te of Ale ... DEPARTMENT OF TRANSPORTATION
and PUBLIC FACILITIES Juneau, AIe,k.
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IOn 00MIt'1.TIN(J MVlLAND~'ML IINOlNIIM
1924 BROADWAY.IIUITIIB YANOOUVER,WA_ ~_._
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GEIST ROAD OVERHEAD
ROUTE NO. S-885
RETAINED EARTH WALLS
State of Alaska DEPARTMENT OF TRANSPORTATION
and PUBLIC FACILITIES Juneau, AIasb
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STATE PROJECT DESIGNATION
AS-BUILT PLANS YEAR
SHEET NO,
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'INITIALS: '1 "" ~ ..
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ROUTE NO. S-885
IJN ~I6IN FO/I..(.6't) c.oN~"e.
RETAINED EARTH WALLS
SEc.... -flON A - A.
l~E;u"INC, PA1:> /7' !
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VSL Corporation .JOHN w. PARKIN OONMII.TTNOnvn.AND~'RALKNtII"'f:ItR
1924 BROMlWAY. 8U1T1!l B VANCOUVER. w ... _ ~ __
State of Alaska DEPARTMENT OF TRANSPORTATION
and PUBLIC FACILITIES Juneau, Alaska
IRIDGE NO. 1 891 OWNS. NO, I}
KaE ,. 1153
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PROJECT ~TION YEAII
RS-RRS-M-OOOS(52) 11987
AS-BUILT PLANS
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,ration 1'XlNW111:nNCI nvn. ANtJ""'UC1'1fML KNOI"'_
'924 BIlOADWAY. 8UlT811 YANCQUIIIm. WA _ «-'_,II.-mI
. ~ -. ..- ~~ • ~~ ......... O~." 41,,, Aofessmna\ •• ' ...........
GEIST ROAD OVERHEAD
ROUTE NO. 8-885
RIITAINED I!ARTH WALLS
St.te of AJ.... ' DEPARTMENT OF TRANSPORTATION
and PUBLIC FACILITIES Ju,...u, AJ. ..
• • . . ~. '. .
IRID&E NO. 1897 DWN&. NO. '0
(
-...
I
'c-'.".,
I i ~~'l
i~~' )Iilj
K.R '.11" .... 20
~ £ f)x6" Blor.!out +Or 2· R/9/d Metal Corx/uit-SeeOw"9' 13.
'-
~/"£rp..1".s/on JOint
STATE PROJ£CT b[S'GflATION
AS-BUILT PLANS ALASKA
'.ITIALII .:r" ! .... ,..
~
""'r E' ,., IA -"t~ _"'r ,"'" , ,rj,.-I!I-~ ,,':;t nchor Bar.s are 1!7~,del7ta{ 1"0 - ..1t.
.. .• br,'dge. Radlng 1:. 6xE B/ocko~t 1'01".2" /I/9/d _
YEAR ~ ,,, ....
NO. ItfHI"I
''187 I tn 118
End 01' 1Jr~t!~£cIpt! of Dedr,\ tJ90/ol"
SeJt Eley. - Sea OlN'ntfj./tIo. I~Slope ~op aT cap pa,-al/e/ to ,-oadway proF/Ie /on9/tu~nC111y ,gi7d
P.d1,.01llt!!l to Cr"os.s sIope ,-FU·02 .30"{ry'p.)
Met.;/ Conduit J:Y 890::' (See Ow",? ND.l3) 8306 ----...
!J90Z or A0'"'E'- 880/ End oFGiradtrl"--' A903- / alit!!'" t5I /
• • •
/ / /o~ /.!/r E;..sto'"tlY"'~ / 16'-.880.2 (ji)/~D-I 8r9' Pad-soc;:;;'~~7 ljp. Lu'!t>Yt!"t!"n q/,-i;/e,..s (T;y,oiC41) /
--/
,./
/
I '~11~ v - ,7 PI :;7 \/'1. A 90+ ___ ~
A905~
~BY; 6/,-de,. (if;:;) "~iI-\ •
no' of 8ndre@Edre of'iJeck
~ 2~"¢ /lole in fJacKwal/ 1'0'- Z "¢ Anchor Rod
£"'L '1;." -<:' ,- ~ :;[email protected]'"9~:r:: 115-.2 8 I .-e5 ,...f!:!i /2~ t'l_<5""".///...L. - -, - c . ., ':/' e:itJ
>-~
,_ ... _--- .. " N
PLAN VIEW _ ... I\, 30 -~;a--fl' Ha/tU Sp~ced @ &,'- 4-~" ac .z~~ . Dwn9' #0 . .2) 1 3: 2,'1 Anchor fiod Spacinr@lOp of iJl!'ck
~ ClIp 8603 ;35 Re'i.'cI @ , II 12- N05 Bars F-() ~ 5611. til .sitie 01'
1-____ -=-_--:-______________ --"r---l.~L...!2!=~Oa./~-==>~L-~' O-!..'..=' +~ ___ .!t_~IR~(l:.::.t....:o"O~~_bo_t_to_rn...:J~4-------B-80---I1 Bt.02. to c/eOlr rooti,,!) _____ 1-
B8O/7 I 8"0+(s~~~W/thfJ9011B!J02) "... .. -;., .. :.;.; ... c .. ,: .. _:....-.-:. __ .-- ._~:_ .. __ I II, 1()IB(.O/@I!O·'+,--l)loclrout "
~ : ' _..... Gtmel" Sl!'at E/I!'Y- 9iyen'::~ :~:: II II ~ j,. D ___ :;~~ I ~ II
9 - N" 4- Bars (? f ~6 "£ • , hI'" ie/g. tMly
Ele.v = -f58.S(rr,P.) .2. 0- .
1-1 ~
\1-1 Q , , C!I
~ ~ , G\ 'u..
A~O.2.
J-
~
~t tap 01' CoP}' -See .',' ". I I I I' 8802., Ol/vrl9- /'Ia./J.- ::'; . ::.: II II !!r (2 ftI" ¢ /lole 10,- Anchor Rods II
. 0 • ':_:'>"'-' .,._: .. >., ..... _ I ) (See Own'1. No. 2 ) ::11
. ~~~~=~~~ A~OZ or A90-, A!IOI, A90.2 . 0 0 0 0 I , " __ I I I orA90.3 I ... A90+o:/ _ 1.11
~~;;;;;;;;;;~~~~~~~~ ________ ~~~~~~;;~~I====~ A 905 ~ I ~ 1--________________ .L/'-.;/9~..!.IW~ir:.=_:5' .. At,O/ Ll!:lI'el ,I I igP"llrJ At,O.2. I II 1 880/
/28 SD<!ICes@FO'z I ,II. 87 PcIirJ At.D/, 9Pai/.sA~D.z
~ 110 Si:Jaces @ I!/"'·'· • :7 R:,;, t AL/);J
II
~ ~"'I G\~ "'- -. tn,
~~ tt:I 0.,
ELEVATION ,'.3" rl.D. Sleev~ -5 Fa.
REINFORCING STEEL (ONE ABUTMENT) Marlll Sile No.ReCl'lI LenQfh I Type I Bend"" Dio.,,,s
I!." (i' A"OI" -II Z /C:C:~ IJe"t. I ,5!8: I r IV.m·C{ IS~y .. ,.d27!5 '"I
(2): :~1; ~ I;;{rr /3t!"t ~I I ~I I 1-1 ...!.'1'"",,8~'-.L~~~_\v \ ~/.50· 2. A~2 9 3 12,)~5 ¥ /3e"t A601 A§02 A90 A903
>1 A~3' 3 /2J:V' Bent .. r/~/o· I!'·· 7" /.?,." ~ ~ II',~ v , , I' ~, iii I .2. A4Vl4, 8 10/ -7 ~ 0 TO' TO • T , •
~ A90~ ~ " 1/3 :2" !Bent ~;g~ ~ I I ~ ~ ~~;nl
- ---86M embed lowe,. IJ~O.l
thr~t!" Inf'oot.inq-.. Li'O/~ ~B801
lTl'- ) V ~ "-
I;
II I I~ I
- .3" End or 9;,der ~"~ (top I' bottom) .At ex,xJn.s /.
~ I 8(.0'2
~ I f'LG.sO.2 e~tended
~ I f'r0n7 top Tli1l?9t! \ I
,~ V,1 r-12-LJ901 " .~ 'I""
Ilrbtend~d..strands. ~ -~ -'Ie f'1'Cn7 /3ott.f'/a.~ n
IL
/01'1 jO/l7t
§. K: • \t ~ I to...
8602·
~
<0 -,
""
E &0/ '" .2.2(, /-I'-ON 1 Bent £ fJ('02 (. 3 1.2~/O" tJe"t
6" x 10:Jt9.ge £ 8(,,03 (. .2/ I~!O' Bent Dra'n P,p" T &~ ~ :7 .2'-10·' Bent
(~ Dwg. tVo. I' ~ D~ B ~ 8"0-
I~'H I· - • I
c.s:d ~ok :::> 8604 ~ 8607'1
(,' Z ..
D ....
\) ....
J4"charrfer - 11Iz.·
Z"
7"
;1-4
4'0 , em ~, -'
,
" ~ ~H ..., 3'~
em
(-See Dwn;; No. 16 11' . ..:-,1 ) (Dr tra.M/Non
/0"9 ed 1'4" . _ ._
12 Nt'-C.-):4
It"'9 ~dl'4·
~
defa.ils
• 0\ -" TopofrOtJd
•• •
GEIST ROAD OVERHEAD
~ f-- - f-- - -- ,t- -- - - fOr ~~i/4) ...... FfA/h" /36 -1"-0"
1.50·~' ~~~4\ 1/27~5" I¥'
~/SO· ,?cr 1
d II~ 86~f
II:;) I
) I I ~ ~
• CJ\
~ 'OIr 1'00t'r1f
VIEW 8-B-
,~~
#'
r;;- ~A90/ ;{ ~~Ol A~.2.
.~ Ill! 'A'J0.3 • -II 1=
~
" _t
~
~ '011'1390 //7 /'oot://79' II 5 s~es@fL~ 'I
, t,'--O if I'P- ""Y)" (n l "\. .... I'P- ,("
,.:~""
SECTION A-A
Not~: B..,r nu",~".s COl",.".sponci to the leFt side of th~ abvt",ent.
-~
1I (HZ 8901' 1.2. /23:9" 8ant
K • t/t B!J02' /2 1O/!2H Cent 6 ppe b,-acke 5{8:: /390.3 9 9 11'02" cas~ mto (~8904 ~ 9 10!/" Bant c0r:,tn.9 -not E> B;\Q5 9 ~ 12~'" Bent: de~at7ed ~ 8906 ~ <J /+'·9" 8ent
Ancho,- JVa.I/ W501 5 12 /8':8'" fi~/nf'orc;?9.. W502 oS 25+ Y.!!r
(!ke1JWJrt9No t) . 1-
~ ActlAill /~n9th yaries~ ~yel"~9~ /t!"9th shown.
B901 B904 .!.' KI/ ~/t)" I
',If I ...
~/5{;-8902
"6?O· ~-2" r I 890S - ,
v.,X'S- /50· /.; o· ~I 13~:J" .1
B906
2J 1V0 C1lbwJlnc~s Tor splicl!'s hdll't!! 6e~n n7adt!'. ~ /:PO)(IJ coat 860/,8602 f 8'05 i tcp t~ 8901 ~ I3'1OZ; e"", top Bo04; Bq~ B~O'<f t 890ft .
, I
Plans prepared under . my direct supervision.
ROUTE NO. S-665
ABUTMENTS
State of Alas.e DEPARTMENT OF TRANSPORTATION
and PUBLIC FACILITIES Juneau, Ale •••
I"· " • • • •
BRIDGE NO. 1697 OWNS_ NO. II
~ .. c
•
.. • ~
~
.. ~
t
""
~ UC~I'
! !"I!J ! ! I~~ I : : II J 1 ' i i Il'i Vli •
IIII~ • • • • I
! iii I !!~. 1 • 1 ! !~ , , I :", I I : • I • ,:.,!. ":'1
I11III iD ' ... I ,!.
! 11;1-'i'2 ~'n dOQO~
K.E ,_ tin 84829
J
* Dimension yanes wtth temperature (See Section A-A)
Brtde Deck Liqht//79' typical each end oT P/er: (See
* , Dwn9' ;Yo, 17) ---~I f ,2'¢; Cordi/it _____
, /r' :tj F Diaphraq/77 r--
./, ./
-)/
5ee DW173 ;1/0. 16 Po.- De-tat (5 OT La+'er .. l Restraint AS!Sel'nbi!1 Dlm,S I
(ocatlon'5 a,..e Shown thIS sheet --_ 'l: Roadway
AS-BUILT PLANS
INITIALS: ," v ] ~ DATE:
STATE PROJECT DESIGNATION YEAR SHEET TOTAL
NO. SHEETS
88 1/18 'It ~~~~~~------L...----'-_ I
ALASKA I RS-RRS-M-OOO(52) 1/987
6 '- 4.1#6 H f .3 ~ac;E's_ @ • \ ~~ ~7"h."" 7,,'-/0":t '
4- Spaces @ 25 '- 7",/;",'1 = IO:Z .. I-5'i4";t
y; Block out I'or ,Z"¢ RM.C. /See Dwn9' No. 1.3.
12 7~4" 'I:. Girder- @ 'i.. Pier- I03'-Z"
GI/-der' Seat Eley. - See Dwnc;" #0.13 \ \ VAR'C=: "L EfE-r,tJa/'2.510n Joint Slope top 01' cap parallel to roadway \ (3,v4 - if ~' .", Girder /?<:?strd/nt J typical each t"nienor Y; Blockout For' 2"R./VI.C.
(See Dwn9' ;110.13) pr'oflle lonqdud/n.911y and,jJarallel - ~ to Cro..£.5 slope lateraill/. (lj.-p) ././ ././
bay except: those ad)i;Jcent to EKpan.s/on JOInt.
/ I / ---::::../ ././ > > ~
-.= -=-"""":.--- - -'-'-/' .//\ \/ ..::_L __ v
IO-P40I@ 1~0'1: .... ~./.c;>:..:::; - - - of - , i:Bra'.s.
/ '" ., 7 --- :~ -./ ,'./ \'\ P..,.02 / / D504 ~ -~ .
Q £Pt"er'
lh ~~ rrtfjl IJJ\t5I'-z 1 /,-7 - '7
/' ~ /'
, ~,
~"" /,- -.-~
./\ ,/ ./
- ..::- - ...... , f PIer :;> ;> /,'\/- /- \\ ( '...A. ~/ ~ =: ~f ~
./ ./ ./ ./ < '< I r----~<57L.=:S;;~==:::::~ ,-, »- - - - - - - \ '/ ,v -:.. --"",~ -----z---~:z:~---~ ____ ____ L _~ __ _ _. - ./
;7 - - \~ ---,. --=-377" 'TF--./ /' ___ C > c '*'" >< ~---- i-Brq's . ./
./ .//
./ ./
./ ./ PIOOI clip J/ 2 "£xpanded ~olye.:y~:(?/ \ 'L..2'xID/~ l!fIu £/astomeric
as refuired (ljp. I4nder dlaphr~ 81"'9' Pad -.50 Duro. / -y- V /
/ ./
.","'_-------ffGirders (;yp.) ~ 12' 9 5 -" - IJ':-':,2%,(lJ'Plcal) A. , " ~ 7'Off:J" L/ 7 [email protected]'9f$" '\ 89~ 79§" / 95paces@-Ta 'f--/lJ 23 " ~--..4r~~ -.Ajo---- ~ .• 5'-fl~' 7'-;:."
~ Dlmenslons@ Top. of' Deck:.
GEt: CO~5rleVCTION IOIAIT pt:TIIIL. FIIClNG PAGC' '
PLAN VIEW
90-D5LJ3 @ I~O"+ ~------------t 11'0594' . I3I-D50.3 ,{f1:O"i: 1'71' '\j " -I
,-...",..".1 I
- I ~'-t::,F at / ICJI.J 010/1- I : ' __ .. "" .:"\ ,~ .. , - • -~'. ': .. '. : ........ ~~. k' ,'" ,
14-050MDlmelJs/ons alon,?.£ O'd,Phra'j'i715 @/'O"t;
X" ---;;- 7- -[3-;'; tr - " . I "" +;.'l' I 1 II Assembly -:--.rr.:.t 7~T "1\ •.. ~ "', I I ,..- 0.501 ~ ~ "'.. I ::t -c..'~ I I II: (see Dwmr·AIo.l") lL,)o:E] i-f.P502."". < I / 8rtdg e LJeck J.I>Jhtin<J
('9 '" I I I ! I _ I I ~ \~ I.. V)" II (See Dwoc;'. 1V0,17) ".t I Ir" . - -..J .-I_...,..,......-~c - . 'L J,...: -!- "D503 :; I r<
P~02; ~...J~_, LL PIOOlorPIOO.3~ 4r~'111 1 :1 I I IIII .. ,..j.. 1 -+ J ~":.";,:"r<: ... ", II.
' [ - I .. ~ '7 , I, II I 1 I I I ~ Q ( I~ -.: I p L, - , I. 1 'I 1 - - PI002 or- PI004 I ~~ 1..1. r::-.::, , ~ I I I ! II I I r- ~
• - . :::::0 f\l~ Pc,D3 I I I I'
Pt:,OI ~~:::::o -!i> 2'-.10" ¢ Pile) I I :
V k V ~) .~ I I I
I. ~ ble~:c'n? @ if Pie,- " 9 Spaces @ ~y. ~ ~,-J~J I ' I ~ H,/~ l:::::::A....J b.
7 Spaces @ 1.z~9%.u ___ ~ 5-,q,02 @FL)"~
" --
1.2.7 CJ' -PC,OI @ I':D"-f- 111--.U I ,f-PC,02! @Ir.s ry -u~_ .. _~_ IS-PC,D.z.1 I I 99&1;".s-Pc:,OI@I!D'~
135 .space's@ 1:0"+ ~ ;2." II L . . I ~ IDB ..5paces@I!O"+
I08:10~H 12';' ~8?+" " : 1[;= .U ___ ••
'l SEE Ji'EVISEZJ IJEr,l/It. OAf 1\..- - ------
!"@{,O"F ~t," Ft."
.2(Ty;.) I:O:i I 'OJ:z 2" RMC(See
F,l/c.lNG Sfl£~ .2"Asphalt Overlay(7yl'.) C stnp Seal ELEVATION
Own9' No. 17) Top or dlaphl"aql77 f'11./.sh w/t-h top of'Q/'rck,., See 6rpansio/7 JOlnt
4 D~e.ta __ i/~~' i'F1111 )])i
i-~~ ~ =========::::;/ 1 ,
12-05DI _______ (each c/ti;Jphra<j/T7)
oE Span 1
~~ ,..
~
I=- = ';rh
.0503 '! Span Z ao ~,
••
I"¢ /Is. Rods
@' I!O"~:P.21 (j
f
~
I I ~ ~
~
1,;
l L~ 'z ..... =====1 i ~ "\"
P-1-02 ~,~ ~.~ ~ 2J:z" c," Jo, if yp. )
S-PlOO3 (top 9' Dottorn)
P("OI @ I:O"~
(pairs)
l1Ioie; Bar nVI77.6ers correspond to leTt Side of' P/er.
U U~/~======I
l!o'j:
"\ I I 3-PIOOI {each race)
Pier'
SECTION A-A
~ . Mln_
'L
EXPANSION
IO-P901 a/ternati/79 1/
with 10-P90..z .-.-. .r.f:
(eyenly S?acc3d)
IJ7stall Pile c:.1D..5l./re R. 30~O" /'/'0/77 pile t./p.
(See DW/79' #o.Z)
J I I'@&:,O°
JOINT DETAIL
.' c,\' '/.-/
P3LJI (sp/ra;)
2't," ¢ 5truc t~ral St.eel p/;oe Pile, ~" Wall (ifp)
SECTION B-B
PIER REINFORCING STEEL Mark I Size I No, I Length I Type I Bending Diagrams
@lp301 3 J'=' 2.2p:~·5pirdl ~:2~~1 "I( 1 I,": -"10" 1
P401 4- c" .JO 3~/O, Bent Q ..:::::t ~/50' P4{)2 4- .,4 8- 4 -" PIOOI P~OI ~ 4..52 12'1-' B<:?nt Q ~ " I. / '.4" P~02 ~ .20 ID~.2" Bent ~ ~ . P/,03 If, 2 .2'8" - <:i:: /50·
~,';~" P301 PI002 .... - - . - ~ .. -.- .. ,
®@~ D50/1 5 ®@® D5Q. 5
® 5035 ® 50 5
£)50. 5
® Bars r<:?'lvired on riyht side of pier on(;,. (Q BOirs retjl./'/'<:?d OIJ lel't Side of' pier- OJ7{y.
D503
BlaCKout (See DWJ79' #0./7 ) Ii
il1 hii i)Wifi)f~505
Cltp 05D2 F' DS03 to clear rlangep weD E f3lockout
See Dwnq.I'/IO./7 ,. ;,." /'. I
S"'pport det<3ds.
SECTION C-C @ No allovvances have been made f0r splices. ® Epoxy coat D503 f D504 and top two D50/ o· D502
GEIST
5-P~02 .. Jr
@/~O"+
Plans prepared under my direct supervision,
ROAD
,..,--'-''\.", -- Of A ''''\ :~"' ....... !4 .. b
"'''''r;..- I .... ·' #"'J... ..~.., ~ 1.*:4 lIS ·.*l ~.~{.,~~.: ... ~ ~.~.i;".~ .• ~ •.. ~ ~, ;;;'. L. A. c.rlsoa i..S J 't~". CE 14111 •• ~~ fl~. ..~~~
'\\ ,; ....... ~ ....... -\\ ... #f£SS\~_-.. ", ..... "
OVERHEAD
ROUTE NO. 5-665
PIER
State of Alaska DEPARTMENT OF TRANSPORTATION
and PUBLIC FACILITIES Juneau, Alaska
BRIDGE NO. 1697 DWNG. NO. 12
,
~
CONSTRUCTION
~BACI F FACE
LE~D ~ F~N~ ~ , 7'
./ ./
/'
',/ /'
./ ,/ E
./ F
~
GIR DER #"17'
SKETCH BACKW,
GIRDER
J'
"H, ~~ 00 "o·~" UV'~r, w,· ... ,. vn 1C~ JU"~HL~;; .,.,. 01' T.leo"4 !lOAD ~ ~ 7 '1;' '/~ ..... .\. WA'"'NOTOH -dC 4 0
• .• 11 $" IJ QUr: ~ (:V~,',';/ "1' ~ (",r, I'I!'" '/'/, -.1'1/"-1' t--- . .,t '1'1' f. _ ,. _ '" ~
r'rl." /. t',· t<.."VI' ~
,v /:::$41\ .HI:E1' NC>. It-'. "01' I c: @') IlU. -,,~ CHit ~'"
('-&--lJ/ .. -f" {,
1(;.'/,',\' 'Ii V'r" I !---,., r I, t
12 , .. /( TAtr14~, t
V" . 1'/ ,": 'g .1/ l '"? 1'/ I /,. ;/ . ,. .
I ~ !f//! M ~ ".J"\ ~'-=-, = _
• • V""...,... ~,V--~'
1/ R tV j f ~d It'; •
/ J rv/I 1hrtftJ~J tt?d, Fy .. It?' Ib/, r-u'" J 1tJ II. S; &~/tI-:)"iZ u1 {ff(JflllJ V~J)-J '" :' !Aj, ]j
G;\:rli.,f,..v-
"/~~ • i
II~~
'Ii A J( ¢.." 1- WI r
kloldl1'f ./''1 Ne. 1M. /;'J~II Q z..:; ~C'C
N ).,
N <:'
SEE FILE B-I-b t BRIDGE DESIGN CORRESPONDENCE)
~t\o I\~-QIIII T I nrt.TI()N~ OF THREADED RODS . ~
~
.. _--
.. -~
I~~. ,i •. • 1:0 ....... , . . I" ,\\; , I) . ,. f'\ :'~ "1 V ' .. '" J f"..··
'* I'D' . . (I \ "" . 0.-. \.1\ i ',' v):'- '\ ' ~ ~' :.' '. .' "\.' J'" (! t7: : ' . " Sr : . jl , .
f\. C\ ~ 1:\ Jl ;;. ct· 19 -<: IJl iV ':.I '- ~I lA , • ("!\:r' .~ 01 AI \; _. f\) C1 Vj('l 1:\ ~ b ~ ('l . D. f' Q<~ '0 " , II' . (1\_
..... '" Q ~ ~'I .~ ::; '>:.:fl ~" .l\ )'J ~ (tl QII ~ 0 ~ (,\ :>;) ('t! ~
~ ~ Cj f1'\ N) ~ ~,,, U'S Q . ~ ._ ....... _-_.___ l:
S't tr(
...... .1-. ____ .• _ .• _,~, •• _._, ___ •••• : ... _,. __ , ,.,_1 '. _ " ~. \i .; ~ (I ... '" : __ • __ . , __ ~ ___ .. --'" , 1 ,
~, ,~~
tilt, N~ IU(2.;/'ul.· .. A!((QH.t. a~;41 11.7 bPI'
MPIOYo , "lICE DOIU mrtOIf
AUla DDAITlIEII'I Of TIMISPOttTA~ • AIID I'IIIUc 'JCll.1TIQ ' ~, '() (/:), z ~ tI, c. .:. Inf.... far cnfarlllftCl ./1 Nslc "b1~
D. )/ , .., ~fI"sl'lS.t I .. QI!ract 'las. Accmcr ~ 7 P u- ik. ttJOO IlS.(. Cd>IG . If lIfI_lIIa • ."Btl _11k fdrlutll' Is Itt . r .. ..,.. j~" m . tJ ~ z~tt _., If" lit. ~y t ~!?
» lI: -l "" ,!)~ fa "())(6~) ~ 4' t. . ~ ~~~ J.1!/t1JU kJrilt4 l1ftJ1 • .$'000 ~t :t> ~:~:
',f 0> .J 1"1 ". A.~ m ,~ , . "G>(') I'W'.i It: '" ~C:I I /Z",1./ c..n'~
V /'1- ~ $,t6',,' au ~ f1,1t. (.!(. ¢. •• • 1
\,V) ,
OJ.?!! k /tt.~II';'Y. dJ ,.ogiM A',s h y w/6;/m.PJGt if' t~/VM)~ kid' n~ ~" ,re;;',)
"._----
"
r--'-"
.. _ . ..l._. -.....--...;..-
f\! rf'
::
. ,~~ -~---'-"'"'T--------"
"----- -, I '.;\, !
~;----:-
':'[J'~:'~ .~~[}. , . .... ,.... ',' ' . . -1' ':tI: ,~
'V." ,~, . .- ," O· . . ' ,) . . Vi' • . i' (\.'
',' . ~ '.(j' '. " ~ ., J- \
.... .~ ',/\' .... ~' l_) .'-!.-
I
- .". __ . __ .
-.- _ ••• __ .- "'-p'" ..... -.
'. I -t '-.. ' . I~~ ~
,.J ~ ~ - .
..•••. _. __ .L ,
~--..........
J /"
-.-.. -...... ~,- ,
"\ f':\''': .~
~ ~.~ ~ & ~ . VJ ? ~
~~ C;~
-(\I ,/~
'<
0 ....
'0.--r'
/; -1~' ;VOIS;Vf6t;G-9 ~S'g-;9 ) _Irr?/ I crt",·
STATE. PROJECT DESIGNA TION YEAR SHEET NO.
ALASKA RS- RRS-M-Oe0s.(52) 1987 88A
t?-.\'d"'~ l ~~ 8 '89 11: 42 DOT&PF COI1~1. OFFICE JUljEAU
-""'~~ STATE OF ALASKA P.:::
DEPARTMENT OF TRANSPORTATION
AND PUBLIC FACILITIES Projo., No. .......... " ... "",, ...................... .
Computations ~:::~y~t.if.~!:"jj/ii/8' !'!'./?I,'/.. ..' "J -rfi' i· \. '. "" : , D ,'.--" I". '" • J' \ ~ . :-:-:J.,,"' I _ v' ... ~ .. ) .. ~ ..... "'~ ....... " .. , .............. _."._ ......... __ ........... , Cl!.ec:k.d D) ..... ,............ • ................. .
ll .... , ..... , ............... " ................. , ... ····· ... · .. • .. · .. ·,,··· ..... " "', ....... _ ..
A~I'- [)sz;4-edr~ zl~ ~/>1? 4b"f . S,IJ / . "'f!xlvrJd ot-,,"mJIlj'
Bge./t 1:11 B:;e/(wf}/I "',. FQtd ~/' .oJ.,,,;,,..,/I" __ 4"l'/d til w,t
- - - ". ...,-._--. --" .. e,j,1 Fli:itIJ'~ ~~ _'_2 __
-- .---- ... --~ > ,/ > / ./
,/ /' ~ GI,.J,;o w46 ,/ /' /'dll tJI5!,-d,,. ~~
/',/ "
/' F!IUI viav(' _, ',1 ' ,t,
II If.J tJ Z 'I' Slll~" lfoey
, '-- Epee tJ/ t-f'm,oiI'Jt"Y ~ of ~kw;J.IJ ~/' j)J:!~A~4tn I1';)~A dIe t:J.r
"'/"<:[,/1:1'7 9/ll"d",I" ~hJljit
GINlfl' /F11
TIME: ~:fo~ BY, L2,,~
GIld" CJVIF~tJI!I!IQ .
5"1<e-ffj~ ~ CoI'/.5Ir~~h~-1 )~J1t /1 ,t;J~J.n1fllf 8~?!tl.Vu/ -;;;l7d 11t'/' f)/;;,phr;Jq m hlfwul1 j/'l"kltJ (J.;~ltl' 17 ;3t1d -Ivfl.lt"t- Gj~"IB, 1'1 c.;,. F'!o 'J "1-
Sh... of Shoo .. 250-119 8/82
J
......
/I, "" .5 ,I, e v!-As -1#4;/1 1~1I5
I~ -I ~/fllft
t / f"",)-I2 ~YP) "
~ /"4"X 4" BAR .20' LENGTHS
/
L
)R DECREASE
•
TOTAL SHEETS
II S
.... -_.
. ~
JI" I~~--i ~l I ! , ! !, I 1 I
iii.tl .t ~
IlJIJ
" ..... , .. I41:n
3"
STATE 1'IIOJ£C1' _AnoN YEAR SHUT NO.
AS-BUILT. PLANS-- . I ALASKA ""'-,f".s-H-bc'tlS(S2~ "87 I 89
TOTAL SHEETS
//8 INITIAU' DAn," fl. ('-lib."
~ 115~.r Ou:t;:~;; Dtlck 50~t:." ~ _____________ _ .. r-~~~ir:~:3' /2~ /,2'..0" Pathw.y
.50'-t:.#
~.-¥7 • ~ £,rpans/on Joint It- I '- Pine RailLn.!J . I ~ ell? Concret.e R~il
&e. [)wn No Ii.) Brie/. e Graae - To Or .... . .. " , ,
cC .. :.1 ~. Cast-irrPlace I ~ ssphalt@)£RoawaY(seeDecallth'sDwn9.)SeeDetall;AI'-to" wide ove,.. joints (Typ_) F~'h_ - ---2-1 Concrete 8r/dge .J ;2." Aspl'wlt Oyer/il)' (Tjp) • -2.0% -2.07. .. ,liwn.9.N'o.l~ I Railt'ns - 2.0'h ..
" " ~" Rt'9id /'?et.,;d Conduit Fo,.- 2 flU/lei I .. (Typ. both sides of Metal Conduit , Istr'ucture)5ee. D"I"9 (Typ.@ both UNO. 14 For (ond",it
Ahutment.s f .l<. J.l J'< ¥( ) (;./ Hange". A/e,.-) To of'Retaln/ Wall L 3:Z)f3:O':z lj'p 5 D t ·1"'8" WT tox 15 ljp) .1,," r. t· fB J~ /T )
t!e e al /.2 ¢~rt!'C Ion 01<' (I,Y,P.
•
I I I "- Oeck O"'illn ...stand - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - ---":'"-=- - - - - - - - - - - - - Pipe locatt'on I
Deck O,.-ain stand PIpe reZ;vlred 1'01" c9lldeckdrain~ ..strsp to
Y4 Span 2. Onl5:/ - See. . &" D,,'om!:) IVc 16 Tor Details.
NEAR ABUTMENT NEAR MID-SPAN p.! • ..... ..... walls at Glb<.!Crnents I' at. tac~ U F, A' Ra l . Pta TYPICAL SECTION cap GIna' 9rovnd at pier • ~ Or ipe. "n9 n (~o. in. No. 16 fOr detai/.sJ ~ ~ De.t61l(-see Dwn3- No. 1b c
w:t. • :::::: _I 2~ N CONTII!ItCTO/ll's 7eIFQtHi'57: ;r::: Roadway GIRDER SEAT ELEVATIONS "Cham-r~r _.:z.:£" 7 A?,OVEP ~~t!l!/1ff;J./JY I
rNa. Elt!v. No. FIe¥. No. Elev. No. Elev. *".$ 8 I- , '8" 84r r Y'J < No.4! 18"""/
See Own! /I :Sed C-C ror dimen.5;ons
5" I 'I
~ , , ..... ~.
•
f Girder'
I I. +(./01 19. +~L('5 37. ~t.I.(. 7 55. ~/. 137. "a"Ba,. ~ J r /~No.'4..B_'-.s lon9d~'nall)' 2. ~/.n 20 +(,1.81 38. 4(,1.83 5t.. ""('CJ') Na.4~/8· . /' • spaced as shown.~Ea. .3. +t./. <17 21. +(,1.97 39. +t.1.9t:, 57. ~c. 7. .. 1,) <.. V'~ !Vote: Expansion Joint.s will ..,.. ~t./' ",' 22. 4(..2..12 40. 4t:.2.lj 58. +(,2.2.0 ." L,,'" "be ref'4'/red@ PI,y ~ at each .5. -k./.ff? .2..3 +(,.2..2(, -II. +t.2..27 5'. +t.2.31 ~~ \ mid-span. (See Dwn'l' IV",. It.) (.. +t.::'01 2+: +(,2,,,,,, 42. 4(,2..41. (,,0 +1...2. 1/-1 ~ §. Weakened Plane.s shall b,c; 7. +(,,2.20 :1.5. +(,2 . ..5+43. 4(,.2. . .55 t.1. +(,2.50 0' provided @ .2+ """a)(. mtwy.Jis. 8. -1(,2.3') 2(,. +1-2..(,8 .,..,.. +('.2..t.8t..z. +1.2.;9 ..... ~ (See StdOWnll' No. B-05.0D) 9. -1(.2.57 ZZ 4(,.2..81 .,.5. +(,.2..81 (,..3. +t.2_68 -.,- .....
10. -u..z. 'lD 28. +(.2..94- .,.'-. +l.2.9.3 t.+. +42.7 t.. PC" Sa t" .2"A.sI'~/t. (7}t/¥ II. +6..2..78..z~ +t.2.9Z 17. +(,2..91 1..5. +42.71 Na.4@IB· ~ ~ 1.2.. -1<.2.7030. +('2..7e 48. "'t.2.7~ t.~. 4-1.2.51. ~ ~I=r- "~. ,-"A" Bar
I.,.. +1,.2.51 32. +('.2.S() SO. -1"2.49 1.8. +'2./S 7. 7' 8,..~ II! top~
~! ·C"Bar Nf). +e IBN
"A" Ba,. No.5@ I Z" - - '-..1~'·Chamrer
I I (Typ)
~
.~ 't-
~ 2"
DETAIL "C" .
~ G/rdt!'r' 'I -,. z " + f Diaphrat:tm
+ I r/ L-
.~ L.J-2-2'x Ni"x¥.j Bc;],.-
~ VIEW B-B
5'5< t:, "x J:z" Bar
I ;' , ~' 'i II ~ -~ : I: :1: ; ,£ Dlaphr'a 'll77 "; ILl. I .1,
.,.----<; rull Pen. Weld ~ • SA 7'x Y,a" Bdr (Ol77it
+'JtrJt ft- 8.,.--... where d/d,IJh,.-at:tm 1.3. ~2..61 31. +t.2.l.4 .,,, +(.2.t:.' t..7. 4(,2.-::04 ''f~ \ / N()5~/Z" "" ..
15. 41..2..4.2 334t.2..35 .5/. ""t.2..33 '9. +/.1. % .J" -- bottom· • /1, •. 1(,2.3/.3-1 +(..2..19 5.2.. +'2,18 7Q ""(.1. 77 ----1' • y;.. 17. -1-6..2.. ZI.J5 ,,",,2.04 5~ +(.2..0;' 71. +1.1. 57 CAST-IN-PLACE fr 1:~ns;on Joint: ~ 4 ~
'/8. -1(,.2.10 3' +('I,e~- 5-1-. +'1.86 7.2. +1./.36 £h"tIUI.S,8olt.s with G::;iYar':7.e er.e) :.-Note: G/rd~r 5,edt. e-,,;!y~tior2S CI"-t! c~/cvl_tea'l CONCRETE BRIDGE RAII..ING nvt!'wil.sh~rJ sf'Jud~/~" Jo,'nt . Asst!mbl..!:!.
'\, not ,.-e?vlr'~cI) rul(Pen. BuU Wt!ld{7jp.) • r "I~")(7x-k,." • Wt!ld3p+
-§! lJ~nt fJar .'{'If . " .' ~ ~_ ~ 5 J( 7)f}:z Bar
5Ii'¢ E"-t!ctlon .:\i dt. £ 8rtfr. <§J E G;rt::I~rs @ t.op OT C4I,D. (:5ee Detail "c" for Exter/or SI'I'-'!j tight - burr thrt:/lds
(See Dw"9-/Vo:S. 111'1.2.) '. Br,do-= F:,':,., AYJ(hor DetadJ PRECAST CONCRETE MEDIAN BARRIER ~ 11M ,.M:n:MT ''''~WI'''~ LOCItrIDN tty C:;AI»~ Note: See Sheet /V"'7/..'(Cr b for 0·,', F1flJ1tICIfT0It. S4r F~Nt; ""lfE' ~ CDlfIt£L;~ DECK DRAINS
.itrl-EDI II Hole (ry!,.) ~ ;2.- 2."x 1!ll"x k' ~r (Rovnc! ~ ed9~s Co ayold da177age
• 3 t-f to pt'~stressln'1 strands.)
2~9" ::r: - F~r"~ Fost: ~-",ces @ 9'-9" (See f),.Jng. No. "";1.5) "~.9" No. Station Offset ~ 1 - ---.. -----. - ..- '.1 r-· I 14" 57. 4~ 50./7 J.:t W /11
Typ.) ~; 5K(.NX~" Bar (Omit on DETAIL -B-
J.. outsid~ Face or e.rter/or tv. t .
l
~ Q ,I
~
.......
~ , ,.. " '-" @J~ "I" \I ,I \Jr-..,
'<)
. ~ ~I ...., ,I
'\9
~I~I ,.. , . ~t "I" \jOlt
CD _ _ I _.__ ~. 7I 451-85.5') 50.17 t..t ~- - t---t--1--t--i-- - - - t- - -t-"-===i--, 1Il 47+70.21 50.I7Rt ,,"'x5".rk,." Bar/ .J.-'"'
tjirde,..s ~ on Face of' _0 es· . 9in::lerJ ad.;acent: to /. All stn,;ciural steel shall be 9alvOJn/~ed a~t.er r , , - , I I " 1Y 48+70.37 50./7Rt Expansion Joint) Ta6r/c~t/on.
""'-c---<']~--~- I 1 , 1 " I I 1 Y 4.5 + H.:3' r;/!.r. 7 Lt DETAIL -A-
I r _ 1 1 1 I I' -, 1 ~I " I . L 1 'I I I I 1
----(2) , 1- 1 I 'I 'I 1 1 , , I I I" 'I 1
\ I r , 'I 1 I I 1 ~ r~ rbpansion Joint I , 1 , 1 , 1 ,
Plans prepared unde1' my direct supervision.
L-£ flo adwa.,Y
/Vote: Interrned;,att! D/aphr-*?ms F Sh~C1r Connt!c.t.orS ~o be olTJ/tt~d ror Deck E-tpansion Joint. (See ~ No 15.)
~ -<I ' .:r.:: .. o. -'I 'I , I . ~:~: •••.•••••
7"o;;;,:-'--OO---7-----;----;-----;----:----~I-~o:__{'4 ~. ~ .... I' "I" '" ,,~~'L- "~* " I' I 1 1 I i.~ ... '.i ..... ;.· i.' .. ~
, '" I '" I ~.~ .. Cl .l4Ol .... __ , , I" 1 I, 'z1-2jl", , I' ··~~j~ .. V )"
, , " " ~2-.2' I 1 ,70 ,--"
2. The t.op ed,yes oT ac(jacent 9irdt!r'.s shall be rnaintaineil dt the ..sdn?e t!/t!yat/on dVr'/a? th e weld/n9 or dt;;'ph"-dI9R1S .nd shea,.- connectar' pliltes, iilnd dvnn9 th. Pht:in9 and cvr/n'l of' 9rout in she~r' *t!Ys. .
,g. Thes~ w~kI.s may be l77ade //7 ..shop after 9/rder.s are· cast .
.,.. LIse mvltiple passes 101' -/)~/d welds to alf'OJd dal7?age to concrete.
GEIST ROAD OVERHEAD
ROUTE NO. S-665
TYPICAL SECTION
.£ ,." d. /.,,) - . ". ... ---I I -In. . . I ·1 "--1--___ I ___________________ -.::..:::CJ:,'/r.~e~r~{I~/)')~~~=.==~~:t:.:G - - - ....-- - - - - .--. ~ . - -,- - ;-- - -+- St.t. oT AI.sk.
DEPARTMENT OF TRANSPORTATION and PUBLIC FACILITIES ,2~ R/91d lt1etal Condvd/ typ/c~1 both ..R' InterlTJt!diclie DiQ1phl'dtfITJ(Typj
sld~.s. 01 /J,r/d9t!. Se~ Dwn9' !Vo./7 FOr'. ~<-_ If} .s; tr. (6) 22~.2-itN c/,rcut't /Jr'anch//79 detat! @ P'e,.--!3oth CY/cles.
~-----~-----------------------------------------------_n~~~~~~~ ~'a,Dhr"9/7'7 SfolCin9)
fRAMING PLAN
Jun.au, AI.lk.
I"· . • • • •
I BRIDGE NO. 1697 DWNG. NO. 13
--,,~. -.... .-..JiI_ '-~~ ,., ........ "'~. ',-.,,~- ~~ -,~- . .,.. ........ -
I
-
I
"
t
it'1III1I'
i I ~N-I .. j : ;
~~ i~ ;
Jlili ""~
KHt.lt .. lAIn
J~.5N
.............. r····~-: .... ~·~~:~~f:.--.. ;:~·- _.~- .~. __ :~~:::: .. :-::,. ,~, ... ~.'".,.,~ .~)·f
#.;J~d P, r(f'inal)r
~ -: ~~
;tens'-,?nin'1 ~ i , -.83 KIps ~: . '. ..
, '
Ftmc~ Post Ancha. (See D ND.oJ . - -
Shl!"ilr G --(!ctor <:'nArinQ = .9t. SDdces@"~O"" /H'-O" .3:5" (.See Detail Dwn9·IVD. 15)
Tinal Profile Gracll!"ilt top of9irder shall parallel fio.iJ(:/ ProFile G".dt! plus ~"@Gird~r Mt'd-5p.;1n1
• --". ,
eG.31 !-I.iIrpt:d strands .. '1'-'::1 -- --- -- ---- ,~+~ : 'J
.. AS-BUILT PLANS SH£ET TOTAL "0. SHEETS I'IIOJECT _ATlON STATE YEAR
:'
11m ... : I,!. __ .~::_~~~ __ ~:~SKA t!5-A'RS-H-tWS(5.l) 1,.,7 I 90 I 118
~ I
I 1 I I 1
®~ 14 2'32 ,~r Bent r''Y.1 4- 314 7'-0 • Bent
~~~ 4- 10 1+8~5 ~.
..... 1/2 -1-.5" Bent " 4- \tj
4- 90 I'-~ I. (/.5 ~) I G401 G404
5tr.:iil'.qht Pr~ F(hnal) "'~
~nslon'n9
~/lfips "'
. '
'. '
. -,' ' -." ."'
CG...1O St.ra'9ht , StrancLs-, -' "
I I ·r.-'::I - -, - I~(.n ,.e'-O") ~2~O") ~(.2)
~I ! II 'I I
.3/"1- II. ~ 7/% /0 1/5')~4
Not .. : Oin'N!!. alo
". . . ",
r'lsions -shown ~ ~ Gin::le r;
-, .
E~I." 1'2-£ lJr. . @
/lb"lNo.1
-- , ,
Harpm9 Poin t s-; 10'-0" 10'-0" . f-z--lIarpin? Point 75~5"
I~O'..IO"
ELEVATION (No Scole)
C-.(j501 (top) ( 6-102. (bottom)
7 "~.5"
II '!-,.."
~ &17. @ ,~ 2~r PierAb.2
-End lOp rlange @ ~ (jirt:l~r
2,c!" End Bottom rlange @ £ G/rder
G402
I I Mlte: /Y)/ntmU/Tl /enQth.s shown within brac/rets.
BAR
DECK REINFORCING REQUIRED FOR ALL CONTRACTOR PROPOSED GIRDER ALTERNATES
GIRDER WIDTH -c:::: 6.0' 16.0'- 6.S'16.S·-7.0'17.0'-7.S'1 7.S'-S.O'IS.o'-S.S'
G402 Spaced at G403 No. of ban
7" 6" 5 1'1" 5" 4"j)" 4" 8 10 12 14 16 16 --i
GSOI 7 n 6- 5 W' 5· 4V," 4" S No. of bani S 10 12 14 16 16
6.502 ~d~ndt:d ------------------------ - - - - - - - - -~ __ t:~ G4-01{'G-I-O-l~:... _ ~ Girder
* ** ®
Len9th,S vary, average len9th shown fOr ?GI'dntlty purposes. 1110 Clilowanc~s made f'or splices. Epo)(if coat G~, GSOI { G50;? I dll CJ.P. bridge rail rei,,!. AnchO"'8ge -To ... C.z. P. Concretc BrJel9c ~a!lI;"J r(!9Gllr~d t'n two EB int 9/rders on/IJ (See /:)loI)n,. No. /j.) .
From top r/an9'-e / J _M~\t\t~ - - - __ ":-3.:-rtJrnll\::' - - - - - - - - -~
.-+
~
\9 " '<'\
;: ,;:;',..,../ ... r__"
End 70,0 rlange @ ~ Girder'---'
------------------------
bt,rlDrG'-,d.r -SDt.tfll sit. , hn A II top rt!it1forcing $-/1 _.
(,,-4- 21 J.t"z sfanddrd hDf)k.. [1I~ifion 1b /I (NO Sca .3~2~t:' d~f!." re;j0 d~k ~/"l~
+Spaces@B"t: _.3t,,"' .. ","SpOCt:s§Jtrz. de/. #5 .24"ac.-....... I..-I-~A··8"r
I '
·e" f3ar No.4 t! ISH
G;r!der
In
, rJs I!
J ~
G502 extended f'rom top f'lan'1e
COncr~te Dt!ck. "-
GIRDER NOTES Alternate designs. are allow.d p.r Section 502 of the Specifications.
Concrete for girders shall be normal weight having the following strengths:
At Stress Transfer fci= 6,500 psi At 28 days f'c • 7 ,000 p.1
All prestressing shall b. with '12- round strands having an ultimate strength of 270 Ksi and an area of 0.153 Sq. In .. ~ G502 Top -1· -1- 1-G-f-O.3 80tto177 1-'1/ r See Detail if"' ()wntj No It.. \ / N •. 5t! 12."--
I I ~ '/' I-( , Wood nOdt FInish (Typo) ~ "C .. 8., ~)I 1 I , 1(.1) .. -0 1._ ,- • • -.. I_ I. . - .,[";.~ I N"-~t!.18
De.ign is based on the following steel .tr ..... : Pretensioning
•
~ .I J~ __ _ 2~'M/n, ce, ~ 1-.-1 I I "" - --I t.. "I .... I ' : ...... it ;L-G"Ia2(j>~" ~ """'" I'i~ L¥"lpGroo.-e ,,~
Jacking Stre.. 189 Ksi Aft.r Lo.... 144 Ksi
~ - - - - -~ , - -' ~,,-
. I, ,- - - --=--.., c c!:;::;'-::: c:cll" 0 ~ z! ~tI ~-i30~.-~ '.,J H
-"'~ ~'-.
I"c/.
9&'" -
• ...... -..!!'" fill~~{7;-p.) For/Tl outsick t:d g e
of' exterior 9ir~rs (thos~ ac(jacent to expansion joint plumb to accornod,,;d.d renee po.st anchors ~ E..rp. Jt.
fl4rpt:clstrands - - ...... - --- ~ - - One inch clear on all r.inforcing 'Icept a. noted.
.5"W~iJ
G#01
G~OS
Note; See Dwng, No. 16 for Deck Dram J.ocat.lon s i Oetai (5,
C.G. 7 lIarpt:d Str.:iil/7ds
CG.I.2 hlar,.oed strands
~ %
i,q r }e e.G.2 St.ral9ht Sb·o1nd.s ... :-0 :.. r- C.G. 8 St.ral9ht Strands
~I ;:::; e :::::- ;..s,..CLi. IOSt.rai9ht Str.u7ds
'~vst@J p,er end to C9vold hori.zontClI surFaces or adjust hOl"ljonfat SUrract! G"I-04-
ena's
Note: lOp FIa"ge and wt:b rein'orcin9 .51/mlar to rnid-spCln.
--I~'
o - I J~2" rrom nf' All structural st .. 1 emb.dd.d in girders shall be A36. All structural
St 1 D· H. .teel except shear connectors shall be galvanized after fabrication. / ~ ec; ':'t~ '.7ntler~ s~~
@IO-O - Q.c.,s~%er.2 A I t G' d W' ht III C.or1rJu,'t DAAC . . oJ . ,~ pprol mo. ,r.r e'g • . , IIrn .J01nc.s,an 'Oc.c.e 135
}-J'pmg - mldm>'j'" between hanr~rJ .
Kips - Span I •• Kip. - Span 2.
off. • • Ga1vamje All Ha,.dwart!
See Dwn9 No.s 13 i 17 -For Add;t/ona/ D.tai(s . Note: Jnst!,-ts 112." /~
?rI~
~ ~
~ mal:jbc st.Abst/tutcd
CONDUIT HANGER
~
:q s"
I I~'I .1-' 4-SpCs.fi>/~' ) Y , ~//2."¢ 1I0/~.s In W~b 3 cO ~
N.T.S. -A" Bar "BnBar "e" Bar
NEAR MID-SPAN NEAR END (~ Holes shall .2'- r MJte: s~~ lJ<,.rnq No. 12 j!.()" . TYPICAL SECTION parallel ~ Pier) \ 2cO~ -for~" RMC l..ocatt'on
N ~8unl: ,PointsI' (No Scal.) &&nA-;:blnt~ '"'I .2~!., @~O!or..# . .2 tPAbut. No.1 .2'-~ LiFbl79 Loops LJtmq Loop'..s 10 i' I".-Gso..z
GSO.z- f/
:"Ions prepared under ~';1 direct supervision.
_-.."..o~~, -. ~~"""':"9.'" ....... l':.. . .... ~. GEIST ROAD OVERHEAD
9f I{ I ----- -2 ~~ ~ II I ~~
1-1 I I1III II I I I IIIIII1II I I I I I I I I I 'L I I I I I I I . r--:. I't)~
__ If-"". •• ff~~" ". i ;;*. "*1] .,.~.. • ....... a.
I. . '-~.. •• I. • • • ••• :. . . .,.,.~ ~ ~.. L A. CarhDtr ~;::;t 'I#?~··.o CE l40i •• ~.# ,... .. ~ .... ." \ ~ .', ~~!., ~, ..
\\"""""," ,;,
ROUTE NO. S-665
GIRDERS (SPAN I)
Not~: Dimensions shown 610ntJ ~ G/~r . .5k~w not ..shown. 2" ----
"I'I",!,III,IIIII"jl,,1 , ii, 1,,111111
I, I. ~o Sp,cu , • 7 s,.
AS ;]# ~ 6" 1!~1Espcf 85 ('..,
i jib I ~ft!!lijihljtrijllikiki I "'n ~ 7sp.;oces;: ZO spaas J 2" \v 'THE M»frH EIoID OF G/~ /-:L, ~~~ 7J.
r~ @ I~t." , 2 Spes, /.c~ St.t. of AI.,k.
DEPARTMENT OF TRANSPORTATION and PUBLIC FACILITIES
June.uL AI •• k. @/~ON
28 P.,'r$ CS .... r> .. go 6-105. (&ttevn F",I ..---
146 P.ir ... G-IDI (JtI.- J.
END ELEVATION {No Scale)
''-=~ '=~ '-~-"
@ /!.O"
~) ~'" @ ~" 150~/(J" S1M~ ~ htJL~ IN w£11 W~IY:'
. 28 Pa/rs G404 10101 CAS; AS PElt pt.M/ fI(JIE5 W~ 1(!1!f!JIe1L.J.£D. /'fISGIIsr htN-I!'S ""sel: ~-'7!:-:D."'. I· '. .
• • • •
BRIDGE NO. 1697 DWNG. NO, 14
...... ,
..
~
"
~~,
1 !
\/I
I ~N , ,
~~ ~ ~ ~ JIJI]
..... ~-
KY'."N ..an
I:'" ,.'. ' " ', . ." " ..... ', ..
Hi51!"ped I+tJt~nsit:m. r(lliuJl) • 2 ~.,. kips
, '
' ' '9
,3'-5"
. :: ..... ', :.: .,' .. ~ ". " '~"':" ~ ;- ,'.' ',' ;',1 '. ~:"' ... ', '
" ~ .~ --
" --- . ~:i .: c~-.. , ,
" . , " C:::J • . ,
rene'!! ro~c /'1nC:Fl0r.j Inu 1...:7_ (;W'I'7Q. EVO.I.;) j
Shl!!!ar Connl!'ctor Spacil1Q - 2., SD«~S@ +'-0": /l1.~O~
nn.i11 Profill!' C;,..ttitt:k .gt top of' 9..ittil!'r shall 1'3 ptiVoill/1!'1 RoriJd /+oli'h plw.$ Y.z"@ Gi~r ;t1id-5pdn
e.G. 12 ~ptKi stl"rlll'Jds
stra;9ht !+4It,ns, F(f'inal)" &.t.1 kips
mn1 ~ ': ' "
-' :~:I r-C.G. JO str~/9ht Sir.gnds -- ----• ~ - _. \ \ '., , . ~.~ •. $
2~r r"Z~ IJr,y §
Note: Oimtrn.sio. <91an9 ~
'.$ shown . i-o'l '/ ",...
G502 extended f'1"On1 top f'lant:;e
O-f.O/ t G~.J End 8otto/77 rlange @ ~ Girder <::...
End 7qorlcJnge @ £ Girder )
Pier Af>. 2.
-(.1 ~.5"
1/ ~~"
~ -- - ~fi,;,rpin9 Point iI.rpi"9 Ibint IO~ON IO"ON
1.22'-/0"
ELEVATION (No Scale)
G.50/ (rop) Gof.OZ (boUom)
-~----------------------------r----- ---------- ------------------------------------__ - - - - - __ - - - __ - - __ - - __ - __ --I
.2 l. C; fI G":t
PLAN
,3'- ,5"
1 ------ 1
I I , I I I
- 1
M~5"
1. 131'"9 @ ~,.~~ A tJl./t. No . .3
~ 1\ '.',- - - - - - - -<:' ~G/rt:I~r
------------~~~ .
SH£ET TOTAL NO. SHEETS AS-BUILT PLANS PROJECT DESIGNATION ITAll YEAR
IliTl"LSI #' ' tAn, 'f.b. I ALASKA jI.!-A'A"5-Jl1-00PSfS2JI/987 111 I ~ REINFORCING STEEL (ONE GIRDER)
118
®k{WIl 4- 124021 ':-7" 18entl * **~ ., 1 '0 1
120:3'1 Q * ., "4 +"5" 8en
* ( 251!1.~'" 10 1133'-1"
9" r-:-'1
• ..... " II')
.1-'
G401
Bendin
. ~ ~[~3 (/!.,~ ")
G404
~h, (2'-0') c.z '-0") (/.2")
;,v-' "I "
G402
1----+---+--+--+---11 Note:Minimwn /enQth.s shown within bracfefs. DECK REINFORCING REQUIRED FOR ALL CONTRACTOR
PROPOSED GIRDER ALTERNATES GIRDER WIDTH BAR -= 6.0' 16.0'-6.5'16.5'-1.0'! 1.0'-1.5'! 1.5'-8.0' a.o'-a.5'
G402 Spacld at' 7" f· 6 u -T-- slJ2ii 1 5" 4 1,," 4" G403 No. of ban" 10 12 14 16 16 G501 Spacld at '7- 6" 5 1/0' 5" 4 1,," 4
f bars' 8 10 12 14 16 16 * Lenqth.s vary, aYeroll~ /en'1ths shown Tor fVd ;tity I'"rposes. ** No allowances made FOr splices. ® Epox'j c06t G-IOI, (;501 I GSOZ/ all C l-,P., bridgt!' ra.il ,:ell1F. E9 Anchor8!J#! -For C,I.P. Concre.tc. l!J,..u;;lge. ~CJ"m9 re!?wrecl In two
int-erior 9/rdel"$ on/!!, f 51!! e Own 9, No, 13)
GIRDER NOTES
See drawing number 14
I ~~N
r - -! 11"'! -.-\ See OW"9 14- (Dr defails ... ..1 (No, Scale)
G,~4fB" 1
'1~" i: -...: .3~.2h',," .!I'-2J1,,"
Typ- . I I -~ G,.,-der r \I
~ ",. 5pace.5@8'";t 3" to" -ISPd1Ct!' s@8"to ~ 6.501
r-Sl!'e Detail::4" For/77 outoS,de, e7e /-acc 0/770 d&1t e rei; po~
/U/77b to t ancho,-.$ ~ ... j§)'/.u ~ G/n:/er Wood Float
Fini.sh (ifP.) ~~---1t --=---
(Ij) IDOl 6502. Top G~.3Bottom
1.J and e Kpansion joint t !I"'-I ,- ~ - - - - - II I, - - - -
II I, ~ No. 1- iJd,-.$ 1\
\9 I ,.
+ '-- --\ ~
, ..... I
~ "'{
/:2h'1."
\, .1 It')
~
"" , •
"
Note: D/mensions .show" .lon9 ~Girt::l('!r. SIrI!'W not shown.
I
""'~~~
I -. ''i ,- - 1 .- - • I ~ -
" ..£. ~
' 1
I I .A r-
'" I /{.~.~ipG'OD~I'"
~
" CG.. 12 JIti1rpeti
,I 'I 2<-0" lon~ I==='~----f-+ ---=.,---------+r ------
~ I • "" " "( ~~-
2'-0" 2" Fi'/Iet .... l!.f,r;or Girder -.50 f/l-Sid.
VIEW B-B
rt)J~ ~; ., '-,
ret Note: See Dllln!}. All I"op re;,,'o~;ng oS}
No. If;) Fo~ "Deck Sf,.nddrd hook. In 8dc Or jiln J..ocattf)n6 to d~$i9n req'd dec
1/ hall. I'v, 't' 5 SpdCIffS@ 7i'
10" ~~st-8>pit!'r endtD
Debond 6 Strands
<il- Gt'Out: -!i) V _ ..---:c3x"~ yi' bar -,V , 5"Web I DetiJi(s
I reinf.J a.dd ___ ~. Z.f-(
[5"G.,OI ~~
~~ 9~"
1 r-G405 e.G. 12/1ar,oed StrO'nds-1 .. :": 0 :::
"t-tii CLi. 2. strtil" ,.-""'"' ....... \'-0-. /LC.G. 8 Strtili9'
~~J I·~~~~ •••• ~. ..... . ... • • •
c. tilvoid hor/~onW .suri'JICt! or adj~t hor/zont.( s"'r-face)
'ht strands t strands
G-I-CH
·ht St.r.nds
•• ••
Note: lOp f'1.In~e 4no' IItItlb r"IrVDrcln1 .simi/.r to mid-s,AN'l.
Debond ..,. strand.s IO!.O''(9) ends
Typ.~9.&
• f'l
-f.Spaces@/~"\ I 1 ~ I t Ur' NEAR MID-SPAN \..:J __ NEAR ENDS
SHEAR 3~O" TYPICAL SECTION
- ." L---E I~-'" hb/~ in Wei" j; M>/'u 'CO" I "&nk ;b;nt. f sj 1'-0" I ~ jlla/l f""',all~' " , ,C'.1 Li,t/fltyLocy" 2'-4h
I ! 2'3" .1 "Bunk /hints N.;m Lo .~ it t f 1ft t f f I f 111111111111111111111 (TYP' i~ ,
(No !
~
1_-
~~ !.!!...!:.:.:~ _:.!..lilt.,IIUd • • 10 La Ie
.., '. . '.. . , , • .' "". " ,
, . ~f
L l)jit,zx~"Jtt.: ~ I( 2-M>.'" bars x ,z!()" ~
-J I ,Y.t"+
CONNECTOR DETAIL (No Scali)
Plans prepared under my direct supervision.
"'O'AI"'~ ~ •....... ~. :~.' * ..... -1': ...... . .. -.,
.: " ..• ~.;.~~ ... ~.: ... ~ ~ .. ~ ...... -, ...... :-. ~ ~~~'. L A. CIlIa .:EiI f~ •• Cl ,1401 .~~ 1/1/
I'~;;==-==:~~# 1<'_,,11 ~."~ .\\,,~~- ;f ,
2. M II 20 Spaces 1'· • @ .3/f 6Sft t§) tr
~/.. c. ./ (.. ..
r fsJ I /!.~" h' " .. " ~ SP4ICI!'S @/0"-
[ ~III~~~I~J~ 1I,!~'''I.'bII~'' /1, !!' ' . !" ~ !! .d,d. ~J::I!..d;\ 9 ;::.0 Sffes 11 .,,,
~3 -I-£-
~I P."rG"(>tf • gJ Pa;rG-f.O-l-, 79 G~.5 ... (l!Jott0H7 ,r/~ , .1 121 P"",(";4D/ 11.1 .. .1.)
ENDELEVA,.ION
-.. --"II '-~~-~
/" 1\5 ! ' Growt
~l--~, ~.. Poi'lP"opy/ttnt: M/n/n,wm G"'D~t- Rope p,:;,kmq or
l ~ I ~ ,,~
Penetratl'on, /<oprov,d Eglliil
--11 Y,i':t;
DETAIL HAH (No Scale)
Note: She.r Connector3 t:o be omitt~d { ed9('! of' top f'1.gnge t:o be rormed plumb /Or deck eJr,Pdns/on Joint, (see drarvin9 No. 13. .
GEIST ROAD OVERHEAD
ROUTE NO.S - 665
GIRDERS (SPAN 2)
State of Alaska DEPARTMENT·OF TRANSPORTATION
and PUBLIC FACILITIES Jun .. u, A'.sk.
I"· . • • • •
, BRIDGE NO. 1697 OWNS, NO. 15
~ ~
.' ,
"
-v" I 1;- 1_ j
JJiJi .,.-~-
KM'.ltWI .. Itt
I -
Lengtb e;.r 8p~8ailinQ 101' Payment - 27':0" 7 ,
,~," !YPlc,1 S.oacino ~~o" J';'
:::-.....
~ +"¢ Std. Pipe !fail (7;-,,") I i'l ~ ~ ~r 1 /
J>.
~ M TJlp·
• ~I'l "..!..~
Jj¢ '" r~" 115. Rae's:2-Nuts t Wash"rJ (l:yp_)
eLI? Concret.e 8ndge c-/' flailimr J tral',r/~ race -.-J ' ..
. '9" •
I Anchol' ter/1?inal sirmlaj to posts,
• l141 _ ..2~i/' ~r' ~L.
•
2 ~.....-..-Thr~aded Inse,-t.s'£r ~"¢ t.am~r proof' bolt5 fOr Brid9'! M>.~
y
I
End of' 8l'it:l,/e I End C-I-P Bal'rler
7}p) k 0
1''' - ,2"
I~O"
I "2Pt StdPioe (T/pJ
Y,z." Bas (See 0
..
.. f Concret.e Rc;if Expcmsion Joint (See Det.ail this sheet)
4" .£r1IItW5ItW r/OlN1" ~ HAJlJn:JflL NOT '-~1'1tZ> ,,~ EJt.~ ./tJIAff IN C.l 'P- t'jIflL, AS FdR. 5Ht1P &I09Ic11M1iO.
;Full Pen. W~/d(7jp.) (Y~
1" IP el'ec.t.ion
'Ji';Z sid Pipe '_",e (Typ.)
=--- =1
~
"" Y,t&r
Y.t'¢ lIofe t;;,r -l1J'" ¢ Bolt (Typ.)
+" 2",.Pa5t
~ '. ~ ,-
BASE I.
I
"
.!7
\
\
')10
~ .:-;: ....
• ~'" I\)
, e ~ .....
I~" -i. I
<: ... /" Thre.adec:l Rod (rypJ
o •
VIEW E-E
F.:Jce 01' Concrete Br/d9~ Rai//n'j
Grdt#!! Bar . I I .B
£ D'-Jin
~'91Dr_il7
Ab.-I- ~r.f I!('·· lon9
SHEET TOTAL NO. SHEElS PWOJECT DESIGNATION Sf An: YEAR
AI..\SKA INS-llflS-I'1-(}OOS(52). 1'167 I 92. 1 /18
€ P/er t EA'p. Jt.
I rConcr~te 8ri~e Rail i I
> • ,
t C'¢x 2'-0" St.ruct. Pipe Drain (Cast ;17 Girdt!\ ~
.H. J H' , ( I '-~"to 12"Flare
I r -,I·.-t::tr-I-- Mount""g 8"8c/re~ 1 ~~"'(l1/ 101'ge
steel P/pe(Galr.) 6_ ..--.c
Wir~ I?ope Loops r~£'v/r~:d FOr t!!J(t~nC:///7<J Bar",ir,.oS OfF .• """""""- EXPANSION JOINT
~ ~ l: ~ '" ~post"
PLAN
rGrayel Basin 2!O"¢ xIO!O" deep (Min.) to ai/Old pondln9 about t.racks. Gravel shall meet t.he re~ut"rement...s of Sed:ion 70.3-.2./0 Porous Back-
~ P/erOlnd E.rp.Jt. '
Throvph M!DJ.'.6 ~~~E~ ,
tret.c.h~r 8.~ ~ 5
l Cf'I
--S ,
~MJ( K, ~/Yie 'ot shown{.
....
\3
~
" • I
~
m l 0'1
~ ~ • , T t('" ." '- .. \ . . .. ,..~. , .' ,
,~ ,
PIPE RAILING (S~e Own'9 No 13)
Br/d?t!! (See Sh., .. t. No.8 fO,. connect/on deta,ls) / . """"~ •• I' :!", ~
I."'" -Oil I (Tllr/~lJMm ~/N" 6" ',. -~ r I I I z '. G " \ Allacll III'IIIS-;' /I.$.801h, r--l ~ ~ --11, -I \/ltll8 (Spm,r/ Ihs/J~/'s I I ~ \..
I
fiubrat'l 7}'P::' " FOl I x (. Jo:i' x Y.L" 6rate Sa,. '<::, fill (7Jp. all stand pipes) 'l'< mefill ,angled T-Secrion
--rJ '~ - - - - -r+I~
"''X"' x J:[ IR Wdsh~r with /14" ¢ Hole ct!'ntert!'d.
f/"¢ II.S.R~ nut.s ~ washer oS, 2:~:' below t.op of' concrete deCk S~e DW"9' #0./.2
l ~
oC
I r oC I
1
L. " !-- . Q Q
CD <=> '" 1- ~.-4~--
Q __ c;>
j ! .. 1 ;~ .~
- ---itU ... fr) :;.a. "
. I/.;
;::" ~ .,~ :::- - ,'//
:1 I Slope todrain /nt.o basin
ELEVAT\ION - DRAIN IO~::'~ ';,~~OY .. f~d
-. ---t.i~ III '\I ~'JJ f ~ . , I'~;:r:;;e!~:.r~~ I !;:JI t'vt'<-<.<",-',-,"',-,
i~''xI!fJ'' 1 S ~ I No.+bar. CD
f'or locat· .". °C ---~
Q .. /0//.3 - ~
I l 4~· 3~~· ~
'" '"
~~ " C\ I • I'rJ ( ~
• - -II\)
I"r\
NcJri,zontal Slot I :t- I..~ 'J- St<!"ld Pipe
2!O" 10"'7 NEAR PIER 'rt
5ee. OWnt},No .l3-15 .t.f31 n&I':,\
.r lamFe,.~ _
I I .,.
Ch N¢ steel P;p~
_I.
•
'" ~ \
1
I
T ~~.?/i? l& ,P~/' 5"1 \
I
r-l·~~·1 I L ( I. ~" • ..,
m'p of rood (.1 .. 1.0. S/~~I1~ ~&t?o)
4" _ 4" _ 'l.~ ~Rod, Nut I f W.a.sht,.
PLAN AT EXPANSION JOINT .z~(iyP~ cRl.lbrai/ t-- --f~1-----t
[~ ] ~e> 0'" (lj I
pI {see !io f Pier {e( 11 ~ lo,a
rr. I..:e(l"" {o( fI' I ~
~ " C-...... ~o' ~
Pier D/~phr_1m It 't@~
~~~_J'J -~ •
I i I
~~F~ ~~:~! DECK DRAIN
i,-1
( ~ rilce of' Oi.ilphrCltf'" .~\
~" /I. "'-asher r
~ I")
• 1\1
"" 3;j •
ifp,:) '"'I'. .-Nole: rill joints wt"t.h eA'pand<!"d 'polyethylene
.... ;t: epo.r/<%I'to one,pee. --u-~:"C:Trc;rflc f;;Jce r ~ Debond one 71 I ~
174« I )) 1 n I/;;M t· rb /01 'Dun /177 I%:
~ ~"K~" 5/otlnMountln'JlP. and £ ~NfII Hole.s in top( boUom /'lan<Je of' RubOlII.
~ I"¢ II.S.Rod Thre~cI (§) ends (Nuts f' W.1Sh~rs)
VIEW F-F RUBRAIL CONNECTION PLAN
l . It ~ "~ -- - ------- ~ "
LATERAL RESTRAINT ASSEMBLY PLAN .J-.JI:,."¢ 6d/¥. &r.r+'-O· eyenlf spaced within depth 01' r"il
.... , I -I1.2H (iEsrl6£L z:te ~ 61'MAI TH1ttJt;f!!HI AT PIER NEAR MID-SPAN THE/fXPJ1JJ6JON .j(JIAIT
Se~ Own, No 13 TfJIIo' . • ~ of c= (or &,Yrn.nt • 208'0"
I. A '-!1' ifp· exc~pt tfP end.s /yp. @ ~"c:ls 2'..9"
CONCRETE RAIL EXPANSION JOINT PLAN
• • • r,r"II :1 Cut top!' bottom
(Iii. "J( u." If
4 '9< '. y
.X J. 11'1:11
J.
""
"" -J. III ..I.
r c: CIJ:z"~.std.P,;o. : .. ~t. top ~Y~'7 ;t.,"'"
~ ?:
~ f /c;l7<Je to !
!4¢ x-rstuds, ~ ci<!"ar pipe I 1===:::::;;:;;:::
x:
v ----
_ ..!Il ___ l ---- --- -
_ ] ~ _ bvs h/nr .. 'v 1"1 I
Jk.V II II ~
Rubrail x;: .. '- u. -_ _ _ r..1 ;..:,. rEnd Il. , £ I&"¢?tp~~
/ ,(V H ,"cule 0 Wi"'!wall HeA'.a'1on
~~g~~~> - - - - - - - - - - - Attach sim,Ic;r' PLAN t3l.1shln'1 C / to typical post m" £~"¢ Hole-s rel7ce Fabric .z~"¢Std.rJpe //j''¢5td.'p';oe mount (.s~e 1 @I:t.";t 9 GCI~/2'/'1e.5h P0.5t (J'y~.) /?"brat'/ Connect/on I I
Ph~ -~I~ k,'';!Iok In top .f'~ or C9~/.3.",!- I II I Y.;' End 12 cl»nne/~ I~b" C.toC.TO" . rC'I(I.1.+ .--r (C) I II I on C9KI3.+ tnn., d;wW7 ~brl(:..~ , -.r-r-- ...." " II I II I ,... H>r> IoV J ,.,-,,,,,-,,, I I
L.~'x.3':.r? I! II, I
II I
Re~iresbendin9 of' ~ !.,;. J I I I I
." ~,'1 ...... >
It)
C;;:;ral!
•
8x/Z';cJ:t." Ii!.
TYp.
.....,.. -,
@: : @): I
-I-
I
4 Y+ sf' HS. Bolt, tYvtl' wc;shers (ljp.)
•
II I I
~II-
I 'I II
) I,M> <-TlJP ~ I
L-.II_
@) .. @)
I I@)
2~"¢Std.P;pe Post
;SC 9 X't4
C,t'p f1an9e. ~".,,..,,,, l IP.. t we b f",.
mo"ntin9 , Top Cancre~t! Deck
I I
€hpans/ol7 ~ Joint in Oed: ancl Co~ !Pail
P/~r O,aphra9m
~'er Cap (:/irderJ not .shown)
Deck Oraia (See Detat/)
Cr.1? t:oncr~tt!' 8r;dqe !f::y/1in1 (S~~ Dwn'1_No.13)
Ed9~ or ot!'ck
k,"Mountlny IP. PLAN - DRAIN NEAR PIER
" '
•
..., x (iff>·
AS-BUILT PLANS DaTI: .. , .. · .. m..... f1.Qr ,
PIons prepared under mv direct supervision .
",-""'" -- OF AI ~\, .:-~~ ••••••• ~of.t 't ,::'.!'....... *. . .. ;+ t. ;~. - -;V i,
j!' *: .. ttY" . • .... 1. ij •••••• ::;;. .................. " ........ -,,- ~ ~ .. ~ ....... -................ -~
. ~ 5/~" ~ I( 21f~· H.5. Bolts, ~~.. L A. Cartso. if I ~'~'. CE .l4ll1 .':S ;
nuts and wash~rs. WI?' thread~ ('l!'~ ... • ... ~ .. -\\~ "::h~ '" ... . ~ \~ .• unSSPI _-- • ",'-, ............. "-'"
GEIST ROAD OVERHEAD
ROUTE NO. 5-665 '. ~ r • , .. ~
.. ~ MISCELLANEOUS DETAILS .,
'" I .anchor' flOC/S. to 61llow I ~ ~. 2"c/. on earth Tace
~F' Wil79wal/ I\. . C
~t i!:: Top 0 r Deck lID Conc.rete Deck
11~-:~-~[7 l.""'J ~:~-4 I
@I ~I
I I~
" t\l No Scale
. . .L. ________ .,....~, , ~
!.t."
SECTION A-A
.3" 12~"'1 .3" 13~: SAFETY FENCE /4(1 214"' 2'" • d I J TYp.
VIEW B-B
VIEW C-C
";"~ '--~ ''""-.-.,.
~ , 0
~ ~~'; If ,;," H..3. !!Jolt', fI(Jt5 ~"t( wash .... , bunth,.ead. '
SECTION D-=IL
-St.te of Alaska
DEPARTMENT OF TRANSPORTATION and PUBLIC FACILITIES
June.u, AI •• ke
I'"· . • • • •
, BRIDGE NO. 1697 DWNG. NO. 16
~
~
•
• • •
I
"
r~
II l~ I lJn~ i : : : r , , I' I
I I j
i" ' I j _
~~I"'1 11"'1'" fJj~l
KaE 1. I1N 84129
I
, " ,I
I I I I
I I ,
,
}' ,I
, I II I
I I ,
)'1 I / I I 1/
y II / VI I I /
'I I I 1/ I II I I)
!' II I J 1(\
I ~\ , pL\~
I I
)" II
End top rian912 i I
of' "j/rder ~
Edc;e or Deck Z' 7jpe URSe~/t./te, ~',jL V r/exi~/e Conduit~
,
~{
r ~
'/
/ /
/
/ I I
~ / , .\1
::"'\1 ) II I II
) I I I , I I I I II' II I { II f I
/ ~ I II II <:::, 1/1 I I
I 11 I I I I 'I I II
rll II II / II II / I
I I
/ I I I II
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 I I I 1
I' ..... l
..... ./ I I
f Exterior Girder
PLAN VIEW
I I
, I
,
,-fjdck fdce of' dlajJhra~l'n
-.--.--------
---------- -----
Expanded Polyet.hylene under d/aphrarm.s(Typ)
I
, <:::l , I
t\..
Ar-IJIQld fVJetal Condud 2"¢
£ j" rP ft/ourdln9 Bolts with IE Washers F Nut
Irde/'face Assembly (See DetaIl this sheet i Ow"9 No /2)
D'-~~' ~ _J
~'-O"
--------' Luminaire -See Roadway Plans Tor type. Mountl/79 /le/9ht = 40'-0"
LI9htln9 Sfandard- See standard Dra.vv1/79 L-03.00 -Por pole, mast ar//l, and general not.es, except alum/nvm opt/on //lay not be used
Hand hole - See Std. Dwn9' /IIo.L-03.QO Tor detatis.
f Exte/lor Girder
211 lfpe UR Sealide I Flexible Conduit
See Dwn,!, #0. 14 TO~ Condut't /lamler Deiat/.
j I
:2 "RMC
" \J > "J
Blockout in d/aphra"jm f'or /i'i5'/d l'1etal Cond'-lit
Junction Bo)( af';F/)(ed to' botto/l7 of'top rian'1e (NEtvJR T)'Pe..3R Screw Cove/' Can /8"1(2'!-")(~" deep! H5'(/,;}9'
--frtt---..... -.c 1'¢Aacho/' Rods
- - -ce-=-~Alo,';:; bars ;Z'O" lon9 2'-0" • I bent. @ hoo/r or
~ eac h anchor rod
ELEVATION
~ ~ c:
7:-:Z"
~ Li9htm9 St.andard
7;,z" I"
STATE
ALASKA
PROJECT DESIGNATION YEAR SHEET NO,
RS-RRS-M-OOOS(52) I 1987 I 93
~
:~ r 0 -l----I---+--IJ./,,"¢ /lole /Or I"~, A.325
'r"-<- Mount,nc; Bolt (lyp.)
,S " 'I-J [ .. - - - - 1- - - - - - -~ T---~-------.~ III
, AS-BUILT PLANS >
TOTAL SHEETS
/18
'-I I I ~ -,1-----
!\')
" "-INITIALS: /"f#}""" DATE' j,f1l1"
Y2
, ~ t\..
I \ , III 6J.0-ll,/,' l"7_ -1- _____ _
• 1'\ Ii/ ~ - .J., - - - - - -
'.
;z/
I; 1~.3" .1
TOP VIEW
h
~CI i: :! ~ ''"~I ::;:>'I )
~
1_ - - - - - - _A_ - -
II II Y.z I
II II TS 8)f~x~ ~ , II '----j
-----------" ___ lJI.3<"1R
Ya:.jr:--
F-o"
FRONT VIEW
• "-., .......
, 5f Lljhtl17:J Standard #L 3" 47.2" 4~" 3", I l I I l
~[--~ ~ --I ~ I 1"----1 I
EB II I: Q)
> ~ 0\
~t-I EB "
I I I I I I I
I I I
I 1 II I I I
~ ~--- ----~: Ifft.," ¢ /IDle f'o~ /}nchor !!..od) (TyP) u---
I. /'-.3"
END VIEW
INTERFACE ASSEMBLY
NOTES
I. All lighting standard posts sholl be plumb, with most arm perpendicular to <t.. Roadway,
2, All lighting standards and interface assemblies shall be galvanized after fabrication,
3, All bolts sholl have locking nuts or lock washers.
4, All bolts, nuts, washers, and shims sholl be galvanized.
5. All electrical work sholl conform to the latest edition of N.E.C. and to all local codes
and ordinances.
Pluns prepared under my direct supervision,
.... -"'-, .. -- OF A'\' .:":\1:. ...... l4s 't
;~l:." * .... + t, ; ~.. ..~ , ~*:' 49!JJ ..... ..t. ~ ••••••••••••• ~ ........... J ,.~ ",' ~ ....................... ~ "-0. . .... io! 'A~' L A. Carl,on .~ .... iI , ~. . ~ ~I~" CE .lWI .'~'-
, ~ *'11> .... '\. .... .,
~,~ h: .... :.:,\}. ,,_'\~~.uf£Ul.\J" _-,'\"', ..........
GEIST ROAD OVERHEAD
ROUTE NO. 5-665
BRIDGE DECK LIGHTING BRACKET
State of Alaska DEPARTMENT OF TRANSPORTATION
and PUBLIC FACILITIES Juneau, Alaska
BRIDGE NO, 1697 DWNG, NO, 17
:>. \.":~ ,-
~
•
,
•
"
.f(~ ~
,
! i ! i
.!.!!~.! Q " a 4;11 c CODOC :: !:
II II ! 1 i i ! i i l ~l; l;: ,.. ,.. 11"1"' .~~ ~·n =~-",e c 15 0 (.,., ~.
NORTHERN TRAPING AS50C '16,J ~_71 ~~~9&'
IV
•
f.,.:
Q,: ~ ll)
c:i Cl 1-
I<')
'to > ,'I
!) » ,
~O' ,,~ (l'~'t) \~
Ih~ ~~ Vr,;,'1
" \ \ X "f, ,
Penetrometer 6 \
Penetrometer 5
, t,
\
"', , '+ " "-+ ,
\ .. , '-> , ,
'i-, +,
'+
Penetrometer 2
~
'-
/ /
/
;' ;'
II~I /tine
/
/ /
I
;'
/
;'
;'
".-
Penetrometer 4 50
AS-_BUIL T PLANS
INITIALS: t1,.. " ~ ....
e( (Jdf),oJ pit
DATE: _I _, , r •
,; Penetrometer 3 I \ \ "-"
""
"-"
"-"-
" "-
" " " "-
" '-
" "
"
"
"-"
" " " " "-
"
"-
"-"
"
"-"
" "-"-
'-"-
""-
" " " "
SCALE"
" " " "-
~ I
" "
" "-
" "-
~.,
"-"
" "-" "
" "- "-
'lei r; yo. pit
"
o 50 100 Feet
-~'''''''\~ --to Of At, :-. .:;..~ 1i~~~ 'to .1f'_1-,_ . \r~. t 4 . *).
I- --Z ii! -t"... ",:"-:1 ,.,.\ NO. 13<l9-E ! /!;S '.r.~~ ~~'{;:/;' ',~";;O;~.l.~,~~o/
'\,'IONAL ~_-~'-.... "f.ol..", ......
SOI:_ '"RAIN SIZE DEFINIT,ONS
Boulder (rounded)
Cobble (rounded)
fl, oken rock (anQular)
(;,nvpl (rounded), ~;Ione (anQulnr)
~~nnd
';lit/cl"V
>12" Diameter
3" DlOmeter - I?" Diameter
• 3" Diameter
# 10 Sieve ," Dlomf>te,
·It ,'on ';,PVf> fllO
It ?UU "If'VIl
Nil',' III ,I.t':'.ifH'lfif1flr, 'II" ,IP I,d .!d" 'JI1/'" I\I\'~"") ',nll ""'.', r; ':I"ll/\tri II!I I/lf' r,)l.) ._---- ,--._------ --'--"----- .,._---- -_._. ------'-.
STATE PROJECT DESIGNATION YEAR SHEET
NO. TOTAL
SHEETS
ALASKA "?S-RRS-M-OOOS(52) 1/987 94 IIf),
BASIC MATERIALS SYMBOLS
~::: I Or9ani~ ~'" ,~ -I
Bgi Cobbles; Boulders
~ Silt
~Clay
000. 00 : Gravel ~
Lillj:.:,.,,::-:; :'::::: Sand .->:':-:'
TYPICAL TEST HOLE SYMBOLS
Plan View
A Location
Vof any hole
Sedlan View
o Rolary
gAUger
o Diamond Core
o Penetrometer
Note: SignIfIcant soil mixtures ore shown by combining soil symbols
D o
RELATIVE DENSITY AND CONSISTENCY CLASSIFICATION
aosed on Siandard Penetralion l .. f
GRANULAR COHESIVE
Blowslft ReI. Densily Blawslft Consistency
0-5 Very Loose 2 Very Soft
6 -10 Loose '2-4 Soft
11 - 20 Firm S ·8 Medium
21 - 35 Compocl 9 >15 Stiff
36-50 Dense 16-30 Vitr, Stiff
51 - 70 I Very Den •• 31-60 Hard
71+ I v. Very Dense 6/+ Very Hard
TYPICAL TEST HOLE LOG
Number loco".... Hole symbol
('ev. Dale Begun - Dale Comp'eted [3].--w/I D. in inc"-
Ground water,
Depth ~_ -"Dato -
.. , GraphIC mal.rials description
Approximal. ,,~---5tra' ..... con'act
Depth - De-'h
I. Translhanal SOl" change
Frozen ~I ~ Est"led .traf .. ", "ORtact _ _ _ __ Depth
Dopth Blaw c_1 per 'oa' .... .",~ w/.'an~.rd pen.'ralioft ... ,
Int.r"af sampled --H 10 A-1-.. (5a .. ",1et w/1.4' 1.0. 2" 0 D. w/recavery shaded 140* ............. "/JD" fr .... II)
AASHTO '>001 "actK.1 r •• saI ClasSlficalion * • "I'sla ..... rd ~ ... ' .. n , .. , ~
Blow./ft. with \66 100-4' 100" __ C_"- .0,,. ...... _ 342 lb. hammer ,. 55 • and 30" fr.efall/" ,53
Vane shear ~( lesl
5T I. Shel.., t ............... pushed
Total Dopth
0 ........... Care s ..... l.r ... 1----wI-It.
TYPICAL PENETROMETER TEST LOG
Number L«alian Hole s,,,,bal
EI Dale Begun - Dale Co",pleted (2.'5)""'---w/OD. in inches ev. I K 2.5
-.. .. ... . 5 ~ -... .. Q
Practical refusal ___ \wI _:,.o_'er lest
_L-~ ____ ;:::::===='=.'400 5 Total Depth 400:;; Blow Count
Blows/Foot (Penetrometer w/2.5' Q D .• 342 # hammer w/30' Ireefall)
5" ~P.netrafion
LOG OF TEST HOLES
GEIST ROAD OVERHEAD
ROUTE NO. 5-665
State of Alaska
DEPARTMENT OF TRANSPORTATION & PUBLIC FACILITIES
Juneau. Alaska
D.I. April, 1984 - , ArrllnV.,,..j r.rt' ____
----- ---
BRIDGE NO. 1697 " ,.---- --------
OWNS NO, 16 __ _ "
::.-' _ ..
'"
•
•
"
.fc'~
NORTHERN TRADING ASSOC. 138_3 5-71 .015796.
Elevation:
1-440' Elev.
f-
f-430'
f-
f-420'
f-
f-410'
f-
f-400'
f-
1-390'
Penetrometer 6 Sta. 44 +26, 2' Rt. of ct "L"
438.7' !1/1~/83-1I/16/83
+-II) II)
I.L.
c:
46 77 36 22
:g 10" k~
29 26 34
--' 28 --. 30
25 21 13
20-1 :~ I ( 20 17 22
--' 21 --. 18
16 18
t 30l:~ II) 17 a 18
15 22
--,23 -, 22
21 15
21 40-1 :~
13 12 10
--i IT 19 28
672
)
2.5" Elev.
I-
50l~1! L
Total 561 L"'--""'''I O th 54'11'~ _____ 1000-11 -------
ep I I I I I I o 100 200 300 400 500 600
1-380'
I-
1-370'
f-
f-360'
f-
1-350'
I-
1-340'
I-
1-330'
I-
1-320'
I-
, 1-310'
! tiJJJJ .-00000 00000
: : : : : . , , , , IIII i ~300' : : : i
llll f-eaa:l:aJ.
>- >il"'CaJ"'C aJ c$c:$"'C "'~.~. '_~b~O • "" ~"" e 1-290' ouoUt-
Blows/Foot
Note, Penetrometer rod broke at coupling; lost 20' of rod in this test hole when pulled from 54' II"
Total Oepth
AS-BUILT. PLANS--
INITIALS: r DATE: qt'-7ft
Penetrometer 5 Boring I
STATE PROJECT DESIGNATION YEAR
ALASKA RS-RRS-M-OOOS{52] 1997
BASIC MATERIALS SYMBOLS
-::. Organic
SHEET NO.
.95
TOTAL SHEETS
fl8
Sta. 45 +23, 1.5' Lt. of c.. "L" , 11/15/83-11/15/83 ( "
438.0 I I 2.5
',-----~======~-
Penetrometer I Sta. 46+44.6, I' Rt. of c.. "L"
EI 436 4' .11/3/83 -1I/4/83@25"
Sta. 46 +84.5, on ct "L"
Elev. 437.1' 1~1/1~/83-1I/18/83 13.0 "1
Elevation: 440'- ~-
~ -B8I Co bbles: Boulders
~Si"
~Clay 211 103
--,49 --
.... II)
If c:
-, 28 28 31 37
10-1 ~~ 36 43 50
-I~ ~~
20-1 !~ I ( 28 20 18
118 -, 22
22 :~
30-1 :~ 23 24 18
,14 --. 16
16 18 17
40-1 :~ II 22 31
126 -, 23
21 21 18 50-1 k~ 26 37 38
--i ~i .c 35 .... 138 a. 60 59 II) 64 a 74 71
53 --l 51
48 47 ~~
70-1 65 68 76 64 73
-I 79 77 76 79 71 80-1 98 81 73 83 78
-1 78 66 65 65 68
90-1 70 71 72 74 78
-1 76 77 77 78 102
100-1 113 113 92 89 120
--i 113 80 87 90 74
110-1 75 84 93 99 108
-I 113 109 118 148 145
120-1 175 163 131 132 160
-l187 171 205 267 243
(
}
130 ~~~ 132'.4' 206~ ,
o
)
I
100
3> I
200 300 Blows/Foot
e~ . 11411 . 313
~~ --' 30 '36
39 32 32
10-1 ~~ 36 35 35
--i 28
B 25 23
20-1 ~g ~~ 30
--' 33 '30
24 32 37
30-1 ~: 45 26 26
--' 29 , 30
17 26
~ >
40-1 i~ I ( 27 25 25
.... 37 138
42 45 42
50-1 ~~ 32
~k -l35
~t
- l~9 ~ 60 ~% I.L. 82
c: 73 68
'-
.c ] ~r .... 78 a. 77 II) 85
a 70 ~~ 76 75 80
--' 81 190 85 87 91 80-1 ~1, 96 102 105 92
--i 109 105 88 99
90-1 ~§ 81
~~ --,74 -, 82
96 150 142
100-1 :~~ 113 115 126
-l :~~ 150 141 141
110-1 :~~ 131 145 153
--' 153 '149
148 165 197
120-1~6g 207 219 234
--,224 '265
)
~
(
14' ~ 11/16/84
15 17 12 12 19 4 9
I~ II 5 6 17 14 16 II 33 33 25 17 9
~ 12 15 7 10 15 15 16 8 II 16 17 19 19 21 29 31 30 15 24 36 37 56 33 40 53 71 66 35 47 57 60 65 31 29 41 49 53
~ 49 48 51 36 36 41 43 51 ~ 43 48 62 99 131 113
~c 73 82 94 97 105 131 181 132 136 126 58 r,8. 21~ 203
1 ~~5l ~ Total 262L_.", O pth 130'4'" L.::3:;,'2.===9T!1!-"15:.::-4!.."LI ----,,...----.------T:.....--~ e - I I I I
o 100 200 300 400
Blows/Foot Note: 0) Pullout jacking pressure was 20,415 pounds
immediately after driving. Note: 0) Pullout jacking pressure was 26,893 pounds after 16 hours in - place
b) 40 minute delay in driving at 83' b) 40 minute delay at 67'
o c:
I\~: Ton, light brown, moist 10 wet, 'q'" A-I-b(O) firm to compact, silty sandy grovel :.Q: 22 gravelly sand and silty sand; pieces ~.q' SiSaGrl of wood in sample at 15'
~ ..
r· .. '. 13 .~
41.:
r.;;~ 30 I A I 0(0) SaGrl 20'
···0 .. , . .", o.~ '.~ 16
r..o" :";.~ ~o
~~tJrGJ: 'D: II 16·~ -. '. ~':rn .~ 10 :~ ....• o .• ~·. /'. 21 .0 ... ' • 0 0" . ;,:.~ .o~ .' .
Gray, wet, loose to compact, sandy grovel containing occasional 3 - 6" thick layer / lenses fine-medium groin sand
·0 ..
,:.~ .. ~ A-I-a(O) SaGrl .04-=-J ': 0
-
430'-
420'-
-
410'-
-
400'-
-
390'-
-
380!...
~oo 00 Gravel o a
Plan View
~ Location Vol any hole
Seellon View
D Rolary
gAuger
o Diamond Co.e
o Penetrometer
Note, Significant soil mixtures are shown by combining soil
bois
Belsed on Siandard Penelrulion Tesl
GRANULAR COHESIVE
Blowsllt Rei. Densily Blowsllt Co"si~fency
0-5 Very Loose 2 Very Salt
6 -10 Loose 2·4 Salt
11 - 20 Firm 5 ·8 Medium
21 - 35 Compact 9 ·15 Slilt
36- 50 Dense 16-30 Very Slill
51 -70 Very Dense 31-60 Hard
71f V Very Dense 61f Very Hard
TYPICAL TEST HOLE LOG
Number Localion Hole symbol
Elev. Date Begun - Dale· Compleled 0,---W/I D. in inches
Ground waler~
Depth -="' - 1 __
& Oate
l1li1 GraphIC malerials descriplion
Approximate
1 1 tL~---Slral~:,:on'act Depth
XI I~'~"~' 22 z ~ .• ." ..
CII o
U ~.. Translflonal sOil, change
Frozen ------l.~t _ '- _ .JI.. _ _ _ ~slim;:;: slralum conlael -· . '0' .-· . · :~ o· : .. "0 '0.';
;~~ 'O~ , .. "O'~ ~o.
10'·, '6·
;, .. ' .' ~ o·
O~ -', .. · ... ' "0
370'-
-
360'-
~
Depth Blow counl per fool .------w/sfandard penetration tesf
Inlerval sampled ~~A-1-a (Sampler "'/1.4' 1.0 .. 2" 00, wlrecovery shaded ----rL4" 140# hammer ""/30" freelali}
AASHTO .soil Pract~al relusal ClasSll~alion * ... w/slandard penelralion lesl
Blows/ft. with i66 100·4" 100' Blow Counl; 4',Pe.elrallon 342 lb. hammer ~ 155 and 30" freefoll ,53 S T ... Shelby 'ube sampler, pushed Vane shear • ~ lest ~- ~ Diamond core
~... "'/e",e sampler
Totol Deplh..l..LL r. ... :-~j.~ A-I-a(O) SISiSaGri
340' 350'- TYPICAL PENETROMETER TEST LOG
Number 128 . 100'
Localion Hole symbol ---------91' 103 : ' .. 122 . ' .. 158 .. .-. 156 .' iJ----,
- E Date Begun - Dale Compleled (2.5)"""---w/O.D. in inches I~ K ~5
335'
~§ :.::r 96 I A-I-b(O) SISiSaGrl 78' Gray, wet, very dense ~~ : .' to . very v~ry dense, 107 ::. : Uniform, fine 10 :k~ : :.:.: medium gr~in silty L ' :i~ ~ ." : :.- sand c~tarning !ayers;.325 84.!; . -: 61·1 lenses shghtly Silty ~~,~ .':. sandy grovel and" 120 "-' gravelly sand ± 6 138 . : :. thO k 171 X .'. IC
.. .. ~IOO'
178 Z .... ,-185 .' ." 172 '.' 1-315' 167 ....
~~ ::.:.~ 127 ••... ~ 132 ..... 139 : 150 ':"
340'-
-
330!...
320'-
-.! .5 · t I -",., ~,.w, ~ '\W/Pene: .. omeler lest
T olal Depth *-400 5 Blows/Foot I 400;; Blow Count
/
(Penelromeler "'/2.5' Q D., 342 # hammer w/3D" freefall)
lOG OF TEST HOLES
5 11 ~Penetration
218 .'. 215 ..•.. 140 . : . ,
- GEIST ROAD OVERHEAD 305' 152 - ' .• '.,;j' 'f--....,
Total I :~.1"l117 I A-2-4(0)SiSa Oepth 137 r L300, 310'-
Note: Casing pullout jacking pressure was 19,630 Ibs. after sampling at I~:'~~~"''l'''. ROUTE NO. S-665
--~ <4(,4·' SOIL GRAIN SIZE DEFINITIONS "~7 ... ,~.,.~\ State of Alaska "* 4 . \.~
Boulder (roundedL __________ ...>12" Diameter te .. !'IRTMENT OF TRANSPORTATION & PUBLIC FACILITIES C bbl ( d d) 3" O' t 12" D' tft~_' .. ' ':". ~ o e roun e _ _ _ _ _ _ _ _ _ _ _ _ _ _ lame er - lame ~ ~ NO 13019.E : P::iI Juneau Alaska
" ~ • ~ ~'JU, , Broken rock (angular L _________ >3 ~iameter '. .~ ~~.' ~~ " • ~ ... 'I: ~t:.J'\!',s<""~
Gravel (rounded); Stone (angularL __ .# 10 Sieve - 3 Diameter l'~~/a "~:r'i't.."::" Sand_nn_ h __ h _____ n ___ Af200 Sieve - #10 '"'' .... ""'t.:: April, 1984 Siltlclay ____________________ <#200 Sieve ??7' I
Note: Soil classifications are visual only unless AASHTO soil closs Approved (..<.../
is shown on the log .
BRIDGE NO. 1697 DWNG. NO. 19
I
~ ~ ...
~ -.
• ,
r
a
~
• ~
""""~
~' ....
! :
! !
.!~.!!.!.! o 0 0 a " aoaoa : : : : : i 1 j j j
l ! j j ! : : : : : ! : : ! : : : : : I >->-:>-:
all III ,:. IQ ,:.,
l11D'i1D c .. c.:ao:"1l .2Iu~uS .. • a ., a ~Oot5~
NORTHERN TRADING ASSOC. 136-3 5_71 45796*
Elevation: 440'
Penetrometer 2 Sta. 47+00, on (. ilL"
,11/4/83-11/8/83 Elev. 437.7'ln5:11llrrl-----------I
942
430'
420'
410'
400'
390'
380'
370'
360'
350'
340'
330'
320'
310'
300'
290'
..... Q)
~ c
.c ..... a. Q)
o
244 47 42 40 33 22 18
10-1 :~ 15 18 18 19 23 31
46 20-1 ~~
34 32 19 10 12 16 16 17
30-l3~ ~S 24 ~~ 26 23 25
40-1 ~6 34 32 31 32 31 32 g~
50-1 g? 57 62 56 38 40 41 49 53
60-l §~ 56 54 54 52 52 65 61 53
70-l 4~ 44 47 45 55 65 58 59 68
80-1 ~~ 91 90 77 76 82 88
~9 90-1 ~~
66 g~ 74 113 122 146 176
100--1 :~6 133 118 127 140 134 135 199 152
110-1'~g 108 114 119 120 152 152 154 163
120--1 \~~ 207 236 241 231 249 239 280 293
130-1T§t 192 190 210 178 161 166 158 187
140-1 :§~
Notes: a) Penetrometer driven 0-120.5' and left in-place 90 hours before pullout jacking pressure of 27,482 pounds was recorded
b) Rod driven from 120.5' to 150', 11/8/83 and pulled immediately after driving: Pullout jacking pressure at 150' was 25,519 pounds
c)45 minute delay in driving at 71' 30 minute delay in driving at 105' 40 minute delay in driving at 135'
210 218 210 200 271 256 208
Total 12441 ~ Depth 150'265 ,~
o 100 200 BlowslFoot
300 400
Penetrometer 3 Sta. 48+19, on (. ilL"
EI 436 4' 11/9/83-11/9/83 ev. . 111701
1022 122 ~~ ~2 52 58
10 150 , 62 66 80 66 50 ~§ 32 41
20-l ~~ 64 55 34 32 25 21 49 42
30-13r 24 15
~~ 24 39 77
40-1 ~~ §~ 49 40 30 21 23 30 41
50-1 g1 51 44 45 52 69
4~ 43
60-1 ~4 50 44 49
..... 51 Q) 64 Q) 72
IJ... 72 c 80 .- 70 81 ~ 82 'K n Q) 63 o 66
73 79 84 80
80-1 ~~ 83 83 BO 87 86 76 101
90-1 §p ~3 76 80 110 109 101 B6
100-l ~~ 77 84 96 107 B9 67 BI 85
--' 90 110, 104 119 122 120 127 130 151 166 148
120 1147 , IB2 209 200 166 155 168 178 193 200
130--1 :~~ 195 184 189 190 210 197
Total I ~P351 ~ Depth 140' 225 I
o 100 200
BlowslFoot
300 400
Notes: a) Pullout jacking pressure was 25,912 pounds immediately after driving.
b) 1.1 hr: delay in driving at 87'
AS-BUILT PLANS STATE PROJECT DESIGNATION YEAR
SHEET NO.
TOTAL SHEETS
ALASKA I RS-RRS-M-OOOS(52)1 1.9811 96 I 1/8 INITIALS: Jf"'--, - DATE' ~1I/71.
Elevation: 440'
-I~ --------------------------------~
Penetrometer 4 , f ","" Sta. 48+96, I Lt 0 prop ..... L
Elev. 432.5' llthO(83-II/I0/83
10
20
30
40
50
..... Q)
~ .s
£ 60 a. Q)
o
70
80
90
9 7
I~ b"b 31 31 31 21 19 17 15 10 13 16 27 21 15 II 9 14 12 25 23 13 16 17 21 16 26 24 24 29 37 32 29 28 23 ~g 23 35 35 49 46 55 59 54 47 57 61 64 4; 39 41 46 38 37 39 44 41 47 62 67 58 71 67 66 69 68 71 77 70 67 61 59 56 54 54 56 59 59 50 56 60 56 58 65 60 61 59 61 66 BI 75 71
Total 100j ~~ I ) Depth 102' 73 I
o 100 200
BlowslFoot
300 400
Notes: a) Pullout jacking pressure was 9,815 pounds immediately after driving.
b) 40 minute delay at 48'
SOIL GRAIN SIZE DEFINITIONS
Boulder (rounded) ___________ ....>12" Diameter Cobble (roundedL _____________ 3" Diameter -12" Diameter
Broken rock (angularL _________ >3" Diameter
Gravel (rounded); Stone (angularL __ .# 10 Sieve - 3" Diameter Sand _______________________ '1*200 Sieve - #10 Siltlclay ____________________ < #200 Sieve Note: Soil classifications are visual only unless AASHTO soil class
is shown on the log.
430'
420'
410'
40d
390'
380'
370'
360'
350'
340'
330'
320'
310'
30d
BASIC MATERIALS SYMBOLS
~-rw::' Organic ~-
E8I Cobbles;
~oo 00 Gravel • a
[2] .. :::.:::: ::::::; Sand .. :-::::.
TYPICAL TEST HOLE SYMBOLS
Plan View
A Locafion Vol any hole
Sectton View
D Rotary
gAUger
o Diamond Core
o Penetrometer
Boulders
Note, Significant soil mixtures Ore shown by combining soil symbols
~ Silt
~ Clay
D D
RELATIVE DENSITY AND CONSISTENCY CLASSIFICA liON
Based on Standard Penetration Test
GRANULAR COHESIVE
Blowslft Rei. Density Blowslft Con.istency
o - 5 Very Loose 2 Very Salt
6 -10 I Loose 2. • 4 I Soft
11 - 20 I firm 5 ·8 I Medium
21 - 35 I Compoct 9 • 15 I Still
36- 50 I Dense 16 -30 I Very Still
51 - 70 I Very'Den.e 31-60 I Hard
71 t I V Very Dense 61t I Very Hard
TYPICAL TEST HOLE LOG
Number Location Hole symbol
(lev. Dote Begun - Dale Completed [3]"--"'11 D. in inches
Ground water~ .. I GraphIC materials description Depth -=- _.--& Dat.
Approximate
,--+ __ ... L~ ______ Depth Depth r
Q j~---Stratum contact
<II TranSihonal so, I. change
~ Estimated strahm' contact ______ Depth
Frozen ~I
Blow count per foot
Interval sampled _~~...---W/standard penetralion lesl w/recovery shaded -n~~1-a (Sampler "'/1.4' I.D., 2' OD,
140# hammer "'/30" freefall}
Depth
AASHTO soil Praclic.al relusal ClaSSification * .. w/slandard penelration lest
Blows/ft, with (66 100·4' 100 'Blow Cou.l. 4',Pe.etratio. 342 lb. hom mer ./' \ 55 , and 30" freefall [53 .... Shelby lube 'ampler, pushed ST Vane shear ~ r--lest IVS
Diamond c:ore sampler t---<BX) ""<11&--- "'/_",e
Tofal Depth
TYPICAL PENETROMETER TEST LOG
Number Localion Hole symbol
EI Dote Begun - Dale Completed ~..,..,..-"'/O.D. in inche. ev. K 2.5
-.. .f .!: ':> Prac.tical refusal i .< \w/penetrometer test
c 1+-_"----__ .:;:::::=====,= ~ .. *400 5 Total Depth 400:: Blow Count
Blows/Fool (Penelromeler "'/2.5' Q 0., 342 # hammer "'flO" freefall)
LOG OF TEST HOLES
5" ~ Penetration
GEIST ROAD OVERHEAD
ROUTE NO. S-665
State of Alaska
DEPARTMENT OF TRANSPORTATIOH & PUBLIC FACILITIES
Juneau, Alaska
O.te April, 1984 BRIDGE NO. 1697 Approved --nr c..J OWNS. NO. 20
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GRADE DATA 170 reg/e
, '/
65-/0~&. r& eo. , . . / , . -"11' 60-0 C,Nr .r,o.m I · BqmBd4'~ I, '·'r..-"'''' Bn4'f'e
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\ U '~ ~ '0,2" //'.rJ~ \~ ,', /
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~ £)~S"/:'1'1 #, w, £/ 4.27,0
Oa7"urn Elevg1'/'on 400.00 II II
cc"",o/',.,qr/c,/? A'<7/::Z
,
STATE PROJECT DES1GNATION YEAR
AS-BUILT PLANS ALASKA RS-RRS-M-OOOS(52) 1/987
INITIALS: r- DATE: ~li/f1.
jf Kogdwgy
/" J tS'Lg5/t:>,vf ~ //74, " .?1-.3~ I .3,z·0
9:0~ro.' ~:o' 1.2~O" II 1.2~0" /2~ON / " 8 ... 0-1-;O.:>1'h ~I rlJ"""lder- t qnt:;. t:. t:1nlf t:.t::I/?e;
£' f770cnk""'e/1t' ~ffe~ # • ...
9 ,2 c.rph.:>/.j pqveP7ea;l r ffee / 1;,..-,0''1' n:1Ij1
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SHEET NO.
97
~ - - - - '-' - - - - 5 Con.:: ,-&f~ M;"9/A/.:711 '" . I .. ' ~- .. :..-_\_-.;. I, 't' c) '. ,
COr7C"r-I~e A reI-? / I I I I
I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _____ 1_ ~ __
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.! il ~. I->CIP P/le~
u L.. L.
PILE TIP ELEVATIONS TYPICAL SECTION
~ 7(
To A~""o"'-Q 0;-:
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.,..,~
E.r l' /rr,,; 1',.:;1'
'345.0
\ ~ -
?ai"h '.v £/7,:1 .5',..-/~ e .Ftq He? 106 +S8. 78 £1.;'va7"/.;71'1 456.,22
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£).. 3'''.Y 0 ' "/ ;: 3:5.p. 68
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o 20 H E3 I
,.-1,
i • De.r;,..-qlf,/e
380_0 ;,.;. 0 Z II AA HI
in. 1'-1.
ESTI MATE of QUANTITIES #,0. I-Iem
.? 0;; (/) I Rt:!' /?7" y~ / or' .r ,.,...'-/.:-r.;./ I"',.r t:T n 6?' 06.r" r.;./.:-1'" ;::, /'7.r
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1856
26
64
64
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Item numbers a,-e *" r~'er,::,,·"' 'J.oC.{, Q",an'f!t"~s sr,::...;--: are 170t ncCeSSCir(('! (lie pa') 'lual7t/t'j r;Or ~re ",oc;;( ce",antit'j ~ of th;: pCJrt/c4f8r- d!?m. ~_~ * For- Asohai~ Q.Jc;ntiti1?s, see f?oad Pfan:, __ , .... ,,,,.. ,_":;;-;:Of AI':\~
I ......... OF A "\, 18' -, "' ........ ~.t
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De5i9 n L/ve Load: /IS 2. 5 Oet:1a: Load ;I7C/~a't!".s 25 psf for fu7ure ,oov,/19·
, ••••• 0 ......... lJe 'f} .. ~f~\ L A. Carlson i~4.- ~ ... ~ ~/ fl~" CE 1401 •• ~'J';'. ~··.tf.~!Sll:t~:6~
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,
DRAWING INDEX Gene r-QI '-.:7",0,-/ f _________ I .s-/~e PIQn _ ____ ~ ~ ~ ~ __ ~_2 Ab"'~n?~I'1"'~ ~ ~ ~ ~ _ ~ __ ~ __ ~~ W//'fW.1I/J'" ________ ~ ___ ~ .4 #If'Pt7wQI/ _ ~ ____ ~ _ ~ _____ S" .Fu;oer.rfr-... ~,.'-/,..-t: ~ ____ ~ ~ _ ~ _i> Ar&h P.:1I'1t:IJ"' _ __ ~ ~ ~ ______ 7 RC1~n~ __ ~ ___________ e Con~"'-e-fe pn~.r _ ~ ~ _ ~ ___ ~ j(i, Loof or rerf Haler _ ~ _____ _ 17Fi8
STANDARD DRAWl NGS G -04. O.8..f" r·,20 G-04.02W G-14.03.f" C'lo( S T,_ . If G-18_0/ G"',i?4.03f G-.24.0.3W
NOYES SLOUGH BRIDGE ALTERNATIVE II A"
RO UTE NO. S -665
GENERAL LAYOUT
State of Alaska DEPARTMENT OF TRANSPORTATION
and PUBLIC FACILITIES Juneau, Alaska
BRIDGE NO. 14 4 8 DWNG. No.1
TOTAL SHEETS
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SHEET TOTAL NO. SHEETS AS-BUILT PLANS STATE PROJECT DESIGNATION YEAR
ALASKA
IN I TiALS: rf.~~=~~~::::t'=!.=--1---~..:..:.:::....:.::.:.:::...:.:::....::=:::.:=.:..J..:.:::.~---.l-=::.-.----.l:....:...~__l
REINFORCING ONE ABUTMENT ;1-1"'1'1( I .J/z~ No I ",n'll*h 'Tvpe BII'7d1'hf' tJ/~f',,-q/?7S"
II' , I r4011 4 I ~4-1 3~Oq IlJdnf-1 \-.1 'I,I ~\\V ,r40Z 4 ~4 I ~B" 8erJ"f" ~I I/'~~ Y Id .:cntf fded Hefm"/
" /e/ ejevq,-,/o/7 417. 7 .. Comf'ac. t back,,'I{ in Trant of w/ngw .. I{~ to 10070 of AASHTO T- lao.
r4a31 4 I &.4-1 2t..O~ 1 81/"}11. I C401 r404 ~ 4 7~~#
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" /r>7/~f- I ' -
..ft:flec'l'" No'l'"en-;;'/ 4
. " 1-3 SECTION B-B I'
H H [ 2$: I; c/kI;11Ter
PLAN F~OZ @ II" S ~.f. 4- rr;;o~ ;t'lot:"# qr .rhown
II It , \ • L.
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8-;;' 60'-8 6;1f~1 b?"wn • p/les-
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1/'0 ;:"404 _',:. c74nr/t"y /40 /I;,/r~'(_".' \\ "60/ "-:-- . , '. __ . '_ - -
, COl?strvctlon Jo/nt (d5 nwi(d) '. , JB~~~4" £1. 421.00
:? , ~ PI. 420.50 I() "
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----tl-------+-I +-1 +-1 HI IHIf-tIf-tI-------------_~ __ +++1 fJ C;, 417.67 '/ eo
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AHI---=J H 1/7. rf;
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LJ ,;7-1='601 ,-, or ..rhow/7
II I Ab..,,tmenl'
SECTION A-A L.. 12 0 / .z :;
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\ w-rOS" '" .. \ --r-+-77
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I --r--r~ - / ~ :::; --:--:, Ti 1-= ~ Ft-OS . Plans prepared under ,<:tJ . =t1j/ ~- \ my supervision.
'1... : _ ....... ,""-'\" ,"-=--=:::::"=::"':=:"'::-=-=~=-=~:::Ji ..:"::3..~.!?f. :1!4s'~ ~ - ... r:.' ~. ~'V''?
SECTION C-C r· End or TOOrJo'1 f..'')/~ . .t2."\*:t. / ~~. :::/." ...... . ..... :~ ,. "r ~
O """ •• ".......... .j! 12 2 4 .. ~" .~"" '.'" • L A. Carl1lOD '''';i H H I t:~:.... CE .1401 •• ~~~ , ' I,~.. ..~ ... V'
;rl It t;¢;·· .... ··i~_y;~\\(1 .,,\.J;nS$',~_- IT'
, .... ~" .... -
NOYES SLOUGH BRIDGE ALTERNATIVE "A"
ROUTE NO S - 665
ABUTMENT
State of Alaska DEPARTMENT OF TRANSPORTATION
and PUBLIC FACILITIES Juneau, Alaska
BRIDGE NO. 1448 DWNG. No.3
:;:e ~
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K.IE 1111111S 8-4829
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I II ,_ Ia __ ....... ___ , ... ___ ... __ ....... ___ ... ___ .. ___ 0. ___________ .... __ ........ ___ '-_
r,:>c'" 1"/79
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15:"0 11
PLAN
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ELEVATION
1.20/Z$ H H F-3 t-----1 /n, r-~
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£1- 4"/7.67
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I. 10// .13// I SECTION C-C
6 o I 2
RH H EJ ============r==== In ft
. AS-BUILT PLANS
INITIALS: y" v /F ~
DATE: 1./ (;Ift..
SHEET TOTAL NO. SHEETS PROJECT DESIGNATION YEAR STATE
ALASKA I RS-RRS-M-000SfS2) 1 19871/00' 1//8
REINFORCING STEEL ONE WINGWALL ;'/4rk ...r/le M:> /1/401 t;£ 7 W40l .:1 7 /1/4"0.3 -4 2-
W<1C4- 4 2. W40S 4- ~o
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ier'?'fl'h Tvpe YP,-?e-s
Val"'t'es II'.. tr /5'-(."'+ Z~ I" "ent:
Va,../es Varies Var/es Va!'/;"
Varl"$" Bent 17!a" l3t!nt Varle.s Bent
'2
Plans prepared under
my supervision. ... ,,~'\.,\ ... . .::-& OF A'"'\
-~""'."'~".r.~ ;,r..' ~.,,!,6, ", ft._ . ."l~
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NOYES SLOUGH BRIDGE ALTERNATIVE" A" ROUTE NO. 5-665
PRECAST WINGWALLS
State of Alaska DEPARTMENT OF TRANSPORTATION
and PUBLIC FACILITIES Juneau, AI.sk.
BRIDGE NO. 1448 OWNS, No.4
..
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h"~" ~ ~ r ~IVI{ 'I £1. 45_.08 -'/,o.n"l"tr4r7 w.:1l/ .e1.436,.,0 downrf'reQ/7J Wd//
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1".'7. .,. r,
t~ ,. _____ 0 __ _
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Vi 1"-.. 0/ ' . 1/501' L." '1/507 or
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STATE
AS-BUILT PLANS ALASKA
PROJECT DESIGNATION YEAR SHEET
NO.
RS-RRS-M-000S(52J 1/987 I 101 INITIALS: ~ i!' DATE: z,Zt/fz •
REINFORCING STEEL ONE HALF HEADWALL Nark 1 .Fl." I NO I LerJ<?,,'-h T~,.oe B~n.::tI n)7 D h 9 /"7:iS/?? S
Increa5t!!: th,'ckness as requ/red to compen~ate. fa,.. surface iexfu,..t'ng. (T'1?,'cat Ci/t tf!xturtd surfaces.)
"
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NOYES SLOUGH BRIDGE ALTERNATIVE "A"
ROUTE NO. S - 665
SUPERSTRUCTURE
State of Alaska DEPARTMENT OF TRANSPORTATION
and PUBLIC FACILITIES Juneau, Alaska
BRIDGE NO. I 44 8 DWNG. NO. 6
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ROUTE NO, 5-665
SITE PLAN
State of Alaska DEPARTMENT OF TRANSPORTATION
Qnd PUBLIC FAClLlT.IES Juneau, Alaska
BRIDGE NO. 1448 DWNS. No.2
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ELEJ/ATION ENO YIEW
NOTES
I. All t"'P/I/;'19" perf".r" 1f?"",::A,I" t:?,rJW/n.//ir d/71!?' 07'~"" ruwl C'c"",~e/V/?'.r .rh_// h, ,g/WT/7/i,.t:r g~r "."~"/,,&,,.,,~,, G,glvl?""::'-- .. ,t / ..r",,/mr .rAw// I:w 7"V .... ,...,/~Aww' by .,1,1" Q:I""",.",;r"" 17 .... "",U/;'M
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Plans prepared und~,
my supervision.
'~
NOYES SLOUGH BRIDGE ALTERNATIVE "A"
ROUTE NO. 5-665
RAILING
Stete of AIe.k. DEPARTMENT OF TRANSPORTATION
and PUBLIC FACILITIES June.u, Aluk.
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IRID$E NO. 1448 DWN&. NO. 8
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;Pr"'S"~n:i'S".rt!'g co;;.:',-,'" B .. llr ~I f'~r,,;f,/'T
u I' 8-0
, . 1,2,-0
Po-l-h F..?.:v/de,- t:.one
A,ol'f'Ox. 2~.rph,;/'1 pgVe"""/7,1
-~~- I I _ -2~ I
.l..:7Y'0~~ .:./he I ,
12-0
~one
Br/df'i6 Grgqe ~o,.c
c r q. '--Ph&?I I-
, ., 12-0
':on6
-.2~
r -'
, . 8 -0 "'"
MeTC;( Coadt.!lt Rljht SIde 0"1::1
.5leel brld'le 1'01/
, " 0-9
c4S"1-/'n-p/Q'.:"4 concre,le q6E/~/17e/7r
'\lit
*B~-a.b .. 1 '*',2
'-", ~;, ;:,,~--' ..
I -2
/III
/I II /I II
ELEVATION o 10 ,ZO
E3 it
I:"'.;, 1";-'
~ d
~"I
PLAN o 10 .. 0 E3 H I
rr:
I
I
£" "',.oo.r.f'c:7 <:7<?9' ~e'tf' ..r~1# d r.; w /n9 .., / I
q,/,
" Gr04 ";/0/7<j' 4'p.rrreC'm ,
'ge ",. £:JeSI9/7 HoW. £'1. 4.27C
PI LE TIP ELEV. Erf"/~o-l-ed = 345".0
041r/..-ob/e = ~6'O.O
111I CoS"r-/~-p/qC' p,/'/#'s-
TYPICAL SECTION
ESTIMATE of QUANTITIES No, Ire/77 Vall OC/O/1 f /1 I~.s
Super SC/osfr. 70101
ZOZO) Re/1?ovol 0/ Srruc/ures O/JeT a6~f/"ucr/o/7:S is All Re'9d
m . ,
Ene' g,-/d9<f:' .Fro '0; 106 ~~8.01 elevohon 436,.22
• N
07 Fne. 107'
iC CO//"'f~ _ Rood
CWr"C/e Dqf;; '0; /03" 80, '?J/ PI
.::1 ,., 24~ .e 7' 00" L)~ S':ffO' r = ..5.5'4.66
L. • 6~8.:J7 If • /61'7. 02
ZOr.:,(/8) Exeo vof/oa t"01- 5 fr<.lcfures CY /80 180
®
501(18) C IQJ"J" ~" Con':"J-e~e C.Y. 47.0 92_0 139.0
5020) P,-e F "',....e.rJ"tI'q' CO/"7.:""-''';'' ..r"'r4'?'''''~,-q I M4'.n7b"J-J" #Q'. /0 /0
INDEX Gene,",.,.1 k<;>y";""of'_ ~ ~ ~ _ ~ __ '9 »~re Plo/"7 ________ ~ _ /0 Ab"'''l'"'7en~..r _ ______ ~ ~ j/ F"'fP8r..r,..-... ~ ... .-e _ ~ _____ j2 G/,-d,,..-_ ____ ~ _______ /3 C",u'nc/'ng-l-;::,,,, RQ//~ ~ __ _ 14 S'-ldpt:Y ,Rq/PI -,. _______ -.IS C~/"7<:'-li1l'e p/ lef~ ~ ~ _ ~ _ j(" kef' TeFl' Holes- _ ~ ___ _ 17<1"18
STANDARD DRAWINGS G"-04.03,) (i-04-.03W ~-I"'-03,) G-14,03 W G-18. 01 G-;?4.03.r $-..24.03 hi
74:'6'1 au/p- re4'r
503(18) Re/hro'-':/"'9,r-r-eel
S~S(1B) Cor,l - /;"'-P/Q~' Concre~e p//6'S-r.;;..-- ..-/? / r ~'7011'&?'
5'05(88.) C13.rr, /n- P/13t:"i? Ct:JnC"-4'~e "of,/,s-D
.0 r / Vd't"?
;;-07(18) Meola/ Br/d9 eo ;'fa;'1
507(48) Melo-l COff?,o/nollon BI'10'9 9 flo;"/
® /, ) ) J 1r .t . ,"0 P1ad Plans
, . . ... ;-....... " ?fn-.-.,-".,." V~"!'r ' , ,I. 'H
\.,'!r"l»fW ,,"" ... ~'! \,)"\\ ____ ..... ..J
;:,."""'" -- Of <41 ,;\, .,-:\ \. ••••••• ~.t.: '.
.:"~!-., . ··.'+.,·f III ~. • # l *"49T" '. *, ~ ... ' ... -. . .. ~ ~ .. ~.... ... :'. ~ '-'1: No. 860·E :~I ~#~Q'.~~ ~Q.'~' .,~.: •• Qlsnv.: •• ;,.~.:' ',~,f/6"" "i~"'-', .. , HAL ", ... -
"''-'-''''' L)e .1"19/7 4 /ve 1. Ooct' .f H S 25 Deod L.ood /n,;-lue'eS" Z5,o.r" ror r4''''4're ,ogVi'/79
Lh 275"0 /0 45'0 /3; 2tJO
k~ 1603 160.3
£4. 20 20
~;::- 75 75
~,# 75 75
NOYES SLOUGH SRIDGE A L TERNA TIVE II S"
ROUTE NO. S- 665
GENERAL LAYOUT
State of AllIskll DEPARTMENT OF TRANSPORTATION
and PUBLIC FACILITIES JunellU, AllIskll
BRIDGE NO, 1448 DWNG, NO, 9
> --~
........
~. ... ~
!! I I I :
! ! 1<1 ! ! : i iiii1! Ciocca: qqqqq
i I ~li ! , ., ,
Iii I I : : : : i ~~ :~: "'D >- >.. .,"tIa::J"'D CO c"c 4l -g OI~):..lItCl
"Wi ~ 0 ~ u u..c ... ..cl:! oucUao-
K8.E 19 lZ83 .... 75 Me 3578_
I
--'
\ \
\
'\ , \
\ , \
\ \ , ,
r<l l"- N', N\ <t <t
/ ,
N' <t
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_I NI <t'
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/ I I ! \
"
,
i I I ' I
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<t
.... -e \ Y"O I -;-cT
_\ - - ~ .,.--. -- ~ ,,,,,?,,,, --- """"""" dt&Jf"~l'-~~r-"l~----r---:~'-~-.--~~-4JM"--~I .... J'/\--"J,-)\/,,-J'J'J'i~J .,
-)')' - --~ )' -\. --------______ ~ 43 5 ~ ~ \~-\~ ~ ~ ,~ (\ ,):~ ~ "},
433
" Lit ~\ ~~ 1'\
---~-
"0"
--~--
~
3l"" ~
t-I /'" 0..'/
'" "
El
I.D .,1 / I IL } I
_I IV)/ t:::t-/
\ "
I
/ 0) (V, <;f,
. C\J 10, + 10 o --...J =
"-
HYDROLOGIC 8 HYDRAULIC SUMMARY i:)I"'Q//'?<:JY''' ArtS'Q
.: Jrced,:-ace PrOCQ b /; /f-y
~er;t;" ,Ois-,;;/'JQr-9'
O~5"/9/? /·h-t;hw",,1"{i'r-
~c,t A,opl/~~ab;e
i?e:/U/dtary ,Flood
53~ ers
429 -Fe:
Pro/'j?,;;l'ed 8.:;.:KwQ""e,.- 0
CapKity , 1321 c'& dt fie}': -1330 hdY/n'1 an eA'c:eedC;lrlce proDaiJ//dy eeuell to or less than 1% CG./ocjl
<Xl
<t
C r OJ"S"f/'?9 Q r/o6Jf'h 0":- -rhlii Cheng R/'ver wh/::h fr """,aq'el' -r/7~ Corp cr' .!"/7f'/'r1d,r-.r ~/ood CCV7rr-o/
w
I / I
~! I i I 1<)1
_} / NI _ i Vi "I i
~
o
"'IU~ "-
'\':::'() ~~ ~~ ,S -"!'o
I' ~$J !
II\: ~ / ~ I <.. ~ I
"" , I;:; r-- 0)/_ ~*~$
contour interval 2' scale I" = 20' survey date 9-19-83
\ , II
/ II
/ " , " , /1:
, . \\ , /"
/ " II I II
r-- 'II
19:J,:1 I
/ ' II I I I, ' I : I I' I
d ~ ),1/ : ;]<;1-11 1 ,.
Be,?;';'" Brf'dY"1ii fi-.:> '~;' ;0~"8S'.OO
"I f-°ifa.. I a.. 00 C\lco O· rt)v
C\I ++ 1"-1"-00 --:...J[ON
57:'6" ~ C';,o,-t:/
/;4 8oh',:-ni't:/ ?tIe
7'>; 0066 ere 16r1<;>1"h
Sfr~ .. -f~,-, i..t:Jf'O~?' i. ine
£17 '-6" ~ cher4
LAYOUT LINE
GENERAL NOTES
.£.ole h~ Ie g-l' /D /'? J'I .::;, r !9/'? .f AA rH ,0 .r"'g"dg,-~ .rP"N-..,r/~t:nJ !OI'1.1" ""r h'/~/'J w:y
e,-/'gp'.r ;'83 edf't-/c/1 w/"r/'J lores-l" I'?7'"4'r-/'r,.., ¥4~/~·/~t:Jr/on.r_
Con.r"r'6J~"/'on: ';-1'01, or Alt:J.S"/rg f1'g,..,oIgJ'"'" .J;::;F~/,t/::-,;,.,'/b~S" ~I' H/9hw.:ry Co".r"'I'~cr/';;,n /911 ~ .r-r,g"dt:J,.,:;/ M"''''/~·/-ogr/'t:J"r 4/74' fp,t:)i;,1 P!'""'o v /"r J'D/7'.
L tve L.OQt:/ r HI- 25
£),t::1d ':'e;ui I In';;/<J'de.r 25 p.rr re,... ~,",,1"v,-e pqv/-""~.
£'en;',.., 4/,,:-,.. £";-4'££4'£1
Carr-!/1- P/coe CD;'"?"''-'''''; C/crr A r;/ 19000 ,off
~ • 6~ C'OC' pr/·
?r4'rr!'""',r£1TQ" C"C/70'-~I.f "";6 ~/""d,,- d""t..,/'/r
C&>J'7orere : A/I oo.r;·!n-,.,Iqct? &,c,., .. ,-,,1, .rhq//64' C/gr..rA.
Rein re,-~ :"9 .rteel,r
.5" ";-1./ Ii -1'1./ nll .r'I eel :
,
All "'-16'/" ~el""~/nf' .r?'.:!','; r/7g// be A f r,A-7 A 615 <?J'"t:Jt:/e ~O.
All .r"'r-~o"'vrc/ dee/ .rhq// be f"c/V.;7/1/;',t/ A 56 ~"Id.rr t:Jthe'-w/''s-e /7t:J t,d'.
e/)I/a'~; /6 ¢ t:".r p /(X] 'l'c,.,
"" II ~
0 .. "//1e
end Br/&/t;e .r--l'c"O; 106+:18 .. 0/ ~"""~''-''''\: _-~ Of Ai \,
-~.,., ••• •• 4 .. \bo "' .... r.... * ... A't ;'",.~. ..~? t. br:'49W ••• *t~ ~ .. '4······"'·"·······1 ~ ......... -............. ~ '-. \III!:~ :"'-iI 'j ~. L A. c.rlsoa .s,. 't "" • ...,. '" , ~~" CE 14111 • '.~,I ,.... . ..... ,.,
1\ ~ ••••••••• ~ \."'C".., '\\ "lqFIm~"'~~-\,'-" ... .' ... ~ --~'-"=' '\. '\\. _~~ O~ Ai \\
-~~" ... , •• ;1.s \~ :;' .... ..-;.. , ~. "'1-~,
.>' '?' ..' '.-V 'I (/*.: 49 71l1fr: ... .,. ~ ~ ....... , ' .• "" \'J ... ,.~ ••• lOa" .... ~
~ -1~ •• ~.R~:'.n.';~t-~~ ~;. ..'~ F: fA~\ Dean G Grigx3 .r;:~.., \'~'l". '. _ . .. ••. ~ 1"" ',\,<?~" Cf ';4b? ••. ~_ "\ ,,~. . .'" ... "~~q ••• ~ .... ,f. ,,'.,. q"x i'.~m:s.s\n'r~ ..... ~
'!\~.-" .. ''''' .... ""
NOYES SLOUGH ALTERNATIVE
BRIDGE IIBII
ROUTE NO. S-665
SITE PLAN
S+ ... te of Alaska DEPARTMENT OF TRANSPORTATION
and PUBLIC FACILITIES Juneau, Ala.ka
BRIDGE NO. 1448 DWNG. NO. 10
,-"
:. --~
':,
\(11 P,I\1 I I , ",;""1 \Q! I
~' '~"" i l\.~ , i'.., i I\i- i , , , , I
~~~~! iii j 'I ~ i i j
\~ ~ I !~ i,'''i i i I;I;I~: .. ... lov mlC:':~olII:'V 'P !! ¥8 oOoO,g
K&£ 19 11113 84B29
~ ~ 1:1
~" ~ ~~
~" 'Hi ~~ C~ 'II
"
AS-BUILT PLANS STATE PROJECT DESIGNATION
II
YEAR SHEET
NO. TOTAL
SHEETS
V" ~~
C" , O~
DATE: "/l4ft. /9871 /07 INITIALS: ~ ALASKA IRS-RRS-M-OOOS(52, ,
REINFORCING STEEL ONE ABUTMENT No,.-/( Size IVo /.6/7 r (1
s "'6$-4" SI 7'-'" ~ KGS--1-'
7y",_ 11 ~ru? 1"';-, f .07 q.;; nu.,., r
118
, .'
A412(r'TP) .. 61
~/~~=============-------------~ ~
E a,6.." 7"/77111' n 1\
~
V .. ",.,.,o.,;r i,/"ne
~ 2Zx 9''.-~' ,SC; d.."ror1'?/'''''- ~ A604 £y..oo.s-ed • / £I,.,rlo/ne'-I"; O':'#'-I.n-; Pt:71f7' rl",<:J.) t:7f;'r,-e9'<?"e 7'n~ ...
L w,n,? rc.:e -1"...,1,
,/ 6'.< cO - blackout +or 2' ::ond"i:t 'A 411 (tvP')
, f i ~ ~¥~ r-r--n) f :: j'(~) I ;460/ vI , ______ L.. I ( I I ----~I'h !, :1 14~) I n FI A 1110 ."\, \. ~
~, --' ~ 1'-' I
'-...
I~ III .. 'r-z-b,.,fftt'rei7' p;''/e ~
f-A408 , H
,Z-O 5" ----I I -A409
III ,4407' !'-e' I U"
I 5" , IN
@ A40/ 4
A-fOZ "" A40.3 -4 A404 4-
A405 4
AIIO' I -4 A407 4-
A.,.08 I .p ,4409 4
A410 I 4-A4// 4-A4/"i I .,. A-4/~ -4
(E I M-/4- 4
~9 I .5 '-6' IZ* e. 9' 9" 69 1'-671
6 Sl-e/" 6 ~~6~
2 N~O#
2 12'-2'/
.20 ¥* '-- 2." ,30 F*IO 1.,3" 38 ''-0'' ~ I 4--0' - _.-
A4/~ ~ 4 4'-~"
4416 '" 4 7 1.4"
8emt.
iMl1f
BtI.nr
8 "''I 't
II" 1;"2" 2'-2'
U' n 0 ~ ~ \., '>() '~'~ \0 ~
~- 6" A40,Z A 4.04 A40~
II e-I/ O "p
1:3" 'j ,tf~
A tlql A60~ •
5/<~( ,Z:'s" , " I-~
\J. 'I
'" A6{N A 60,1
33-/18 34-62 .. #6 EPOXY BAR WAS USED (Si.. A"f17 4 4- ~,5" FOR A417 A418 ~ 18 4'- 3" ~
I.' 'J.
A408 II A4/.,·.,f'
, " ;/-11'8
4 q/rder fJOQcer;9 1i:'5¥· '?5~9~"
PLAN 12 0 I Z ~ H H E----=J t---I
1-'" n.
Z'-IO~'
~.L Oyo .... ,t t./n~
E .r 7",-""";;",,, '-e ;~ /15/,,"
1~;
.5.2 '.. c/' I. " .. EXPANDED POLYETHYLENE
4 1/',.-der .rpg.:er /I 6~~r = "FS~9;;' • I '!Ji/7le/7S/o//~ q,T -.toP __ • "8 or wo/I 6'6 (oc;:-
,JUt For ",rial
A60/1 6 Z5 AbOZI 6 2S AbO.11 6 1~8
A 604 1 IS 25" A801 I 8 40 A802 I 8 6
,Si.aH 8417-1' 6'-9" Bdnl-e'-I(/ Benl-3"'-.5- ,-; L3enr 4'-0" TO~/r
. H .I,~? ~~
Plcn
,4415'
I 9 ... ..i?t5 , \
~
"" AI/ovv.r ri?r It:?p .r,<:JI/ce Be'1/;' or Em:! Br~g-;e * * VarleS.l averaye /('!/79J'h A 402 £'xtend 650;:' shown. !:::
® Expo,,'.] coat A414, A4/7 ::' '~ ~ ",£)p two A401. A405 ~ ~
't A~ ~~
I:l
I" If + l'i x5 - A 80/ EXPANDED r'i' ~ A 404
nz,YerH'/l£NE' >: \., IJ..~~./ If' ","0, "z.'il ~ ~ ----; .1.\ 5i
"'- ~ ~ ~t
Ar //80rHli/olT NO,:l... ! ~ "RES-EEL WAS "IPt)6IJ "
It- II AbO';
7Ow/DcN 'PIeR CAP #0_ ~ I
-------- ~
-.2~ V A 40/ -::- --A 4 I
0 ~~mq:rL=--J---::=t~-=t:I=-~~:-d ~,f~ A41~~ ~
A4.5eJ"" ~-,- '~ I --+t~
.3c,</, 0- 1-~ ""~ A 40~-
6-A 802 gF.r/';~17 ~~~~ 4~A.80/ c.r Fhew,:, condu;r-Rtgi>t A';'14tRt" rA409~f' 'typical ",(-wilen t:?/,.i7'Irr sid~ ONLY A407
~ \() ,I I
~ -I ________ ~ t= I ~ '~Ii ~. .~ I 1=5 e" A60 1, 4602/46(# ,rw·) F 1 1 r I ~rl: I ff I 1 I 6, A 415 ~f =E ><£INFs7m
t'{
A 4-1'- ~r; --c: \ _ 2L:; ~
I,----r---, I .... -+ •• , ~( _~ ScHeDvLE
--I I I 1 l-d II ..J.l. _" / A ~/ 7 e,7"; . ('I ~ [ A4/tb~,r
II I I I I I I I I 111I1 lfi AGO!, A60.z;' A604rty,c., I ~-A4C'.z f¥A, J?f-W/'l" f'iri7'~~F
A418~ \A405
A 404 -----p
/ ~ ~
~~ ~~
PILE CAP AT ntff/1£N/ NO, z WAS CAST.:2 '--6 "x 3 '- 4" POE TO HISALIGAlHEAI"T OF PILE' SHELLS
I I 11+
IO-A4IZ C'fo' .rR~· ~a r4.:;-ti?
,---,
11I1 III
--=
'" •
_ level _
,---,
,~, ~~r--'
~ IIII I~I III
C ","/II
<4 P//6 .r,.ogt:W'r 16 6~; ::~'s-8 z'-/If" I I II
S-6~
ELEVATION .201.2.3 H 9 E"""""i E"""""i /n. rf.
.1;1 I I I I I I I I I I I I IUI=A<IJ3'OS -----I £/. 452.49 /
A{:)O.3
.
"'" ,- - ., r--, r '\
lIP..,. .,.: ... ,:;-Cf
./o-,.q -:rl 1 ~ .);0'-,
A40b~ II III II II
'11~ /1::' ¢ CQJ~-,n"plqt:'~ ..d ,.0/'/$ (''-Y'P)
'I III ABC);,
'-- -<::
II> / It ...
o4,<:J,le r;ooce.r IS 6~,5. ~S- S
, .-__ 68 .r;O<3':;-~.r ,e 1-0 ..
~~
~" ~I Ii 'U
~~ ~ "-':1: \) Ii] • ~)::! ().t:~
£1. 4.2 4-.0
; ... lf~S 1'l(2'JOr~t~ '1ei-('j '5Upe r 'Jls, . .)c
...... "',,,,,,,, _~G OF AI· .~. _): ~ ••••.••• ~4 l'I .. -~')r, ...... ,.' 1i'''''-'. ,., -,. to~ ~
, ~.' 'J .. 'I' :};"'<:
p. ..... (~!lJ .. ~ \ 1/ j
i'!'~I~"'."' •••• ' ••• ""J""'..t ~ ~ '.""~ ••••• ".'!}.;;:;fo;;.l)":: r.... ~~!d: , ..• , L A. "-rt~, ',," .;
( "..... W .... l~ .z~ ~
!"~'" CEUOI .':~'"§ '... •• A.,. ... ,., , ~ ••••••• .:.:a.... ,,~ ...
\, Ft1I'E$$\'1!"';_",;\,,,,, ... ,,~
I 1/ / II
1-3 1-3 41; E ~. b.."r/77e/'lt-
SECTION A-A 12 W Z If AH f""==3 In. ~r.
NOYES SLOUGH ALTERNATIVE
BRIDGE II B II
ROUTE NO. 5-665
ABUTMENTS
State of Alaska DEPARTMENT OF TRANSPORTATION
and PUBLIC FACILITIES Juneau, Alaska
BRIDGE NO. 1448 DWNG, NO. II
,
~
......
•
I
ttl
\ ! ILl I I ~! i~-'»''<>! i ~i 1-.."11'<>, , ",\ i~ I , 1'. iii 1iJiJ -.! Ii j I ~I ~:~lJ ~!~ ~~;~ !1~1~ .!!'"¥ n 1 =..c~..cl! DUOUt-
K.E I. lin 84829
~ ..
n±
,
SIDEWALK REINFORCING STEEL Mgdt!.fi~ .. ! #0 !1.,n.;-,I",! 7¥p, 8tf'"t;?'/n4' ,0 /~ 9'-':;r>? r
..L4(}1 I 4 7'~ I 9~9' f4~.z1 4 /0 I"" 76-6"
E;oO)(y Coat all re/n/'or'c/r;9 In sidewalk. 'If I r,,: /~g'e S" o-/W I"",,.,. /",0/ I~'
7~'; 0# 01.11- ,,"0 owf
I" "-I I' 1 ~ 75-0 B'-I&n;'1f1 r4/"/;n9 ,oQy' rtf'n';-rn
'" "/ IN II, ~ A~I p;;>S"r rI2Q~d'F t6 ~. 9 • 7'0-0
r r r r r :r:
iE Rcodwoy-
r
, ~
/
"'/~5~' o L. Q", <7..-f (, 1 n6 _______
, A c-9 - 6 rn /17 un"" 177
9 '/1//1 P - 4! ~4"Klrn<.l177 r N
-r.e-O 9'-6/' Ccn.;-r'~' "o"",t'" fhct./144f'1" 1~l.Irt"r Lane
AS-BUILT PLANS STATE
• L. ...
'!lm'ALS: F DATE: j,7~/ft. r •
052'-0"
ALASKA
, , 12-0 12:'0'
iqn' 4.O'n, o
PROJECT DESIGNATION YEAR SHEET
NO .
RS-RRS-M-000Sf52J 1 1987 1/08
.. . B -0 -:7'//7/ """,,,/"T7
e"'s~ /'17, .... !/J1";1"17
... .r"o .... /der
TOTAL SHEETS
1/8
.)-"~t:/ Corn,,/'ng~/cn rQ/1
E /fo<7dwQy NOT~ : ,PC(vemenl d<!l'l'~ v(7r;~ since ~ I 9 lrdt:!r cr;;>wl7 IS not af' ..somt!'
Vi;;;; r /(!! S"'
, ",00
I~ d~' lo~of/o/l CIS roodw~ crown. I DELETED E.w.O.
/ ____ ~ ~ //-,,-1/ ..::f,./da~ ~,-ad8 1'-L!JL:J .,.-\1;~,.,...,,,FAuj'M6tN.ge #38 .1"-,1,,/ t I"ol"fi::' -'---1"0'/1
-2%_ ..
(P404
Gr4'r~r"rr'.:t' 9/',-q'erf
;:'O/"7~re~e ov/,,- "e6
Coner-de Deck-\ F G/I"t;?',r .' .
;;: 30 " M/'7~' ,.2-~--=----=- -= --::'. -. ~--= ..
. Y'z u ¢ S' ( J-8olf I( j , I I , I
+ -1- .... I I I I
I (- I I , I I ....L
:~------~--p------ -----. . ,;. , ~
?I 'f""~ .' I. II . Irz -From 17£ Steel Pipe l1angers,
/-:'\ 0'0" 7-1Z II Nuts
)
/ J/ ,-" .. J • • ~
Al'l'rcx,2.'A5,Phall-"~- _._- _._--/ c
Z" Rt"q'Ol MetC7f Conduit - See
., /I 1/ "'-- / Deta,! 'c" Oef'ol/A 'oef'cjl');;" W/O,f'15 i..3:zd·4'~~
<ir--r...,.....( Ty~. '4
TYPI CAL SECTION I~ 0 Z 4-AHA H I" 1";
.I' ~!1"4r
P O/~,oh'-~~n? ~ ~.£.! O/'gphro-p"" "I + /
~~ ,1
~ \(, 3' ........ 8o-l"'.r ,i' ... ;;t
- II '~ Conduit I~-i space <::y.7- - a.c_)
sia'1'1er- .2"R Me jOints joints and locate SEC T ION A - A m,dwa)" between :::..:~;;;".:",:.,;:;;;,,:,-==:=:..~=~
SECTION S-B
~
'= Note.- Ga/JldnJ.ze
hanqer-s. No .fC<711 HANGER
a/I hardwar-e. CONDUIT
N.T5.
• ,,",<I;)
,~ £np BI"'/P9'
~/ , -~~ } \!J
~ ~II penerrQf'/on 6..-rr w~4/
d~ ~ ...
« , .
~
~'¢K"'HV'" -jJ ~~
Bol" 4-"~' ~O'.,4 ~
--1-.8.:-1'1-1' 6<71" 4:Z'" ~k tr 0:' 7"
~ ...
~
o .3 " 9 12 HHHHHHI
I";,ch
" (r..-I/ P4'n, W4'lo'
,
-/ Ber S'..:I';/lfo:'r"
Bq!n e~,-"',,,, /
~I ri.aqOO/f {Jne
~ ~ ~
";' '" ... ....._-r- "8 ¢ ,ho/e r2:>r ereer/on ~ ':,. • 6;;>/1' ,,~
t\j. ,-- I -8ql"f;,~u..r0"'6~ 00"71"
~4 .38 V
~c
01"7/1" en rO'fCI# .r/Ptf' or exre,-i~,- fl-rq'e;oJ""
---,,--- - - '=- £ ~:,,, R.M.c. ~
~ e '~ !l\
_ II .... <\)
I' ~t I r I I I I 'I '~ I I I I I
/8:" 9" L , ,
/$-0 ~ /s:"o' r: /6"-9"
~9" '\..~ /)/ophr-O' 9/1'1 \......', /)/ql'hI"O'9"" "'--'E 1)/OphrQ9r"1
O~9"11-- -I' .a,-~ . ., T ~ '- €/ . rEB '-9,
FRAM IN G PLAN 120 4 8 HH H H H I I~. 1"-1;
2// ~
ry..o>--~
#" ~-~----; \. 8~1'" S M'~# "~7'" '- 1/ ~'" / #
u.;-/:;' .rIg', or ""¥f'er/or ~ f'/";-q'e,-.r ..
,2 ,b<7rJ" 2"''''4 >'/-// r04//74 ""'~
-t_ ••
eO'r 4~'''''{:',o( o~s·' Pkll1i :)(epared under \t. ~df'''.r 1'0 <:7//0/;;;'" dt::7rnC'96
rOy r,llpe,'IJ sian. -1'0 p,-,.rrre.r.r/n9 .rt'rq/?d
D ETAI L "A" iVo .Jco/~
Nof'tlf
......... .,."",'-\ _ ... < Of A' '\ -~." ,· .. ·.·4 ... '" ,...~ ". ,.' '. ".L'. ,.. .... '. *""'" ~ ?,,-- •• :v '{ .
. J:': tt~W ~ "./1. ~""' .. ".,'.a ••••••• > •• ~ ~ . ~
, • ... ?Hi;;"'~"1f.t •• ' .. ,.s.,.~ i'! 'I "" '''''it' f r;\ '-. L A, Carlson ':~-;at
1!'0\_j.~ Ct 1401 .... ~~ "<',),,-, ....... -., fD~·~··.···i\.~ ......
\\~,fqFUS\ll$.\:_--I,,:. ,_,'-..... ,~
tAil .rfrioolc1"",,-QI .r1"~el .rhO'I/ be Y'i7///i7nl'4'g1 O'-rflf'r ro,ol"'/cQI'!~n.
Z. All 6vlt?--fl'e t;7lr4el"f ~ho// Cd ~r&"eg' Info rlno/ pc~/"Icn wJ7'h CQ;':q&".nr 9,-,-Q,r.r ;001"/0"- 1'0 w,/d/~9 ..r""""",r ;;;-o""/?4f'do~J"" c7/'"1d /nr~q//q~/bn orrhe q/'o-phr.:7<j7I'7?.r.
~. rh~.r~ wekl.r /7,,:>.,- 6 .. made in 7'-17, .rhqt:' 0'''''',1 .. ,- ~h4' 91i-cT'4'1".r .:;r, t:'t::7d.
4. u.re m<.l/"~/6' ,.a<?r.rer ,ro,- ""'16>/P W6'/4f ro .... V'o/q ~on'::I"'~d' q'q""'O'9tP.
D ETAI L "B" o 3 b 9 ~ HHHHHHI
I~#~
NOYES SLOUGH BRIDGE ALTERNATIVE "SII
ROUTE NO. S - 665
SUPERSTRUCTURE
State of Alaska DEPARTMENT OF TRANSPORTATION
and PUBLIC FACILITIES Juneau, Alaska
BRIDGE NO. I 4 4 8 OWNG. NO. 12
po -. Iw--
...
~I h!~ I ~i~~! : :v)j !
I I I
J~!JJ • • • I I • • •
~I ~ .t.t,.t. 11 .t1 .t ,.!~¥!·n -" -"e v v ..
KaE 1. lin 84829
, " .. "''''-6 ,,"",., '1*c "6iti t:'~'" /',..d,.-
11/ /1/1 'II
Z-8 6 - .$pOG,r B 8-9 • 70-0
1 'I ~qil,eo,.", o;"Gho.- fp"gG'J'r1f1 /B .r~4cer (.iF 4~OH =: 72 :-0" ~ I" ~ ~ ~"" I-,J I "h,g;- CO;<7n'G'r"l::''- ..rPOG/"", ,
.~~
E 'I"'tf~ . ../ e9 hor,01O' ..rrr"mo'.r F(F,na() '" ZC.4 Kips
/7C'<7 .rr,-Ql';;h"'- .r~,.....,nq'r F(Flna() -= 4411<,Ps ).
rt z~~d' ('
ELEVATION ~ liorp/179 pf.
/,z 0 I H,B I I
In> " ,
/0 -8S"02.~ 4" h»c/",;
AS-BUILT PLANS STATE PROJECT DESIGNATION YEAR SHEET
NO. TOTAL
SHE""
INITIALS: # Q DATE: WIt. I ALASKA I RS-RRS-M-000S(52) 1/987 I /09 1 118 f ,
tJ REINFORCING STEEL ONE GIRDER £) f'gfrol"?7S'
• I "ri¥1
"Ot, .
Nork I Sl'ze INC J i.enr "'17 1 iype B4'/7g/~'1 5"101 4 .7R. /-/(J" .'
a I ()4CZ ~ 166 4. :'84- e..enf .~
~ \~" G4C1 4 ~~ 4 '-7# BInI' .t;. G404- 4 76 Z - Z" lffI"r 540$ 4 76 /-10# 8,,.,;- 1/'
C.O.#4 a G~ 4 ./0 73'?'-" tiJtI.O~ 74(..(.'/ Vrf04 ~ 6407 4 to '-~" 8el?t ~I 6S02 I~
«:.0.#4145 r . 1:'/ '~ . '_ .•. 1~;" a SSOI ~ ~'_ON .e.-c" z"a . a,b 5~Z ~ /0 7.5'-(#' BenT~' GAeZ ~t6~
• .~. t§4tJ4
"tIP" A71 ;-4'f,.,~.-c/,,~ w!''''~ J/7 f!;.' ;;7,iii, ~,... -,7'Jr.~ ..... :r/io// .6e 'P&JKY &:'tfI~~N,. (G 406 BARS)
HI::l ;V'p 4/~W4"&1 ,-nl#" ~;- S-p//~" Extend G"Soz:.s //-tS"
I ,I 47 r;'~ '.rtiiir/':ZH:
rtf ~:.i!~b
~ Gtro'er I '7' .-
,5 -,2 /6 IO-G406 C.O.#4
C 'i97dfil8~ S;~u'c/~.., 4SO S'htJWn ~. G;rd~;I .
y"" ~
7.rp~r~ 1// &'2 ~ 11"
16 rpt:).s t1Ji) 6
• I
~ l~ I t r r rI t T ttl T 1 1 T I ,I
" I 1101 1 1 0 ..
~I r I/el 1 l-e I'~ ,
'l:j
"
.. .,
lo~ I; \ -'----
~T
~ ,I
~ ,
, ~CI ;' 10 ~\j /W~ ,.e/Pr1~ I"in/S'A 5501 tfiJ~ .rPO~/"'~~ .. )
)).~
/"
, ,
,z'-ON ~f z' .fLU
•• 7 iC=1 e. ~.~ tZiJ (p "rpoG';n~
~ 540";: rrl":'''6ipr v
w , ,
~I Gf /2.rlr&?l'1o'S'
H
'- d,-/p f?,-HVI ~r.rt:re Id'~.
16K 'II ,-te,,- /' I""lt#' '''''
.x.. ,
.~
~-------=~tU~!_: . 0jO ° • ,
.• ~ t-S£cocer ~ I-&-
~IG40.i'-1#11I111(111111111 II II II II II I 1 1- I G40Z ~~I ~
I ••••• jr;x • • •• \:..J
,,~ . " ~ 10 n",&?! hf rf!"t:;'.I7d.r
_6401 ~
'f"" ·1 I" I. ..
/~~ hO/lIf.,4;- A40J f:,g;-J'"(it,'p) ~6"'01
• \()
II
~~ ~~
~ ,~
~
@}
• 'Q
END ELEVATION
1=
IZ -,.., , t::1 E3 I In, ~;; I."
-, ~
6~
~ -.-
('hplp"
----,-\ I I I I I I I I I I
~No.4
I- - - - - - - 4- ...j -4 3 I I c I- 1-1-------++ I ..... ----_/:
VIEW 8- 8 016 • a HHE3HE3H
//7&hl"
-~~;v .\ Gro ... r
/ /R 3'1(~~"
.\ y , ~
-jJ
borr
~~ ~ ~NO. 4 bO'-f )r 2~0"/0/?~
/" II ~ 'L 21(;/,z ;'-~~0:"6# /"n9
~~
SHEAR CONNECTOR DETAIL o J ,6 C) 12 13 H E3 !=--i H H
! nt;;""S""
, " 1-0 , " 1-0
TYPICAL SECTION I.Z 6 C I
--I E3 E3 E 1/"7. fi.
Ii III 1/
/1/211
~ \ \~ ,,-'-----\--~
"e VIII m/m/mqn f'r~ti ~/7tIi'~r~ 1'::;"-' I 1'-/?:;cKia9
J I. fl. f: "1'1,.0,
DETAIL I'AI
o 5 6 ~ l,z f=3 E3 t----f J--I E""3 E3
1-~t:h4'''
DECK REINFORCING REQUIRED FOR CONTRACTOR PROPOSED GIRDER ALTERNATES
G/",-g'e..- Wf'd~h
••• • • • •
G4'OI1: J-"lt ~I"P':;' c' ¥.rpcr
Jil!l'" 1 li'/.V
F Gl'.ro'lr
GIRDER NOTES
/0 .rf ,-Q / h f r1' 1'Y1.17# S'
A/ierr1ai', o'C'f/~/7.r <:pnF 4110w6o' p4'r- .r'C"'I';:,!? 50Z o~ '1*Ae r"o'G:r;';;;-qr;,or1.S"
CO/7cr"r, I0r .pJ'ro',rr fA.:?// be 0'" /"7orl"77O'I we-;t7hti hOv//?" ",,I,, ~//t:Jwf'n9 .r~r4'n9rhr;,
A-r' rrr4'rr r~/lrr'''''' Ar 28 q'q.,.r
/ . r~f • 5500 ~.r/
"t:'~ .: 6500 PI-/"
AI I pl"'6'..rlne.s:TI"'nf .rh.:?l/ Oli' ~/~ 1"06,1/7"/ .r~/""I:?/?d.r h<7I//",.,£ a n ~ /1'/;".".;;,1, ..r~r4"'fTrh 0 r ~7(;7 IYr/' .,,,q' Q'n g,-C'g C' ~ O.It!8..rtf/·""
0 ... .r1917 :f ,6g.rlPd C'/1 ~h". TO/ /oW'/':-,.p f-,l".,/ .r/r4".r;r4'S""
P.-e r4'n r/bl'?/~fT ..7~&k/Q,.,~ rrrvrf , /$9 kS"""/-
A"""C",- -tprJ"S' .. /qfl kr/"
O/?e I"'/,ch ;;:-/".<7'- 017 &:7// '-~/"n"£'-c/n9 C'Kc6pr g..r /?<?~t:'Q".
5.:7'- ~ b, 0 16.0-6,~16.5'-7,O 17.0-7."$ I7:S-6-0 leo-~,$
AI/ .r1'r"-l"~r~rcl .r1'e-el .:'/??.!J,qdM'd /n 9/";.-g"/"r /hq// PC" Al1~. All .rrl"'~t;;""~rol .r~I4'/ fAq// b, fTt:;'/I/.;;'/7I.,q C7fi,.rC7br/&-of"/'f:,,, •
640~ sp~;'; /IV 7" G407 Bar-s B G ;10 I .r ,ot:'c ;3 7<1 G502. Bars e
&:," I 5 '2' 1 5 "
10 10"
10
12. "I i,
~~
12.
14 :;" /4
41z h 4"
A~P'-C'K/r-,QI' ",f,-q',;- w,/;'h,., • 7~ Ir',p:,r I&:, I~ 4- 'I 4 ~"
Ito I~
I. •••• 1';\,. •• ,. • ••••
•• a .li
~ f LJebond TWO slrqnd5 rl'rst- .5-:"0'/
END VIEW I. bel H E3 i
/17, ~
Plans prepared unde,' my supervision.
---OF'"e", :"~" ••••••• !<4" ~",. ' .... .-::.. . ....... .. ,~. . ..... .. ,,~.. . .. .. I. : '*~ jI!' •• - .e •• o<>-w l !<f ~.. • ••••• OIl F. • .". ~~'. LA.~~ :;:: ~t~··. u 1.01 ••• ~.:. •• ~.. ":!t-"- I ,:0-'1) ; •••••••• " -.,; -r ,(
~\ -:1On~.·~ .A. >" \.,," .... ~_-(p (lfl
NOYES SLOUGH 8RIDGE ALTERNATIVE "8"
ROUTE NO S - 665
GIRDER
State of Alaska DEPARTMENT OF TRANSPORTATION
and PUBLIC FACILITIES Juneau, Alaska
BRIDGE NO. 1448 OWNS. NO. 13 .
-
-
.. ~,
,
~I ~ ~i I ~~ : !~ !~! iiI i !:
. ~ : ! I ~~ ~~
J!iJl ~-.-~
•
K .... ' .......
..
, "~ . IJ~ 1I.r.- ¥ 1'. IHI"'~
/..' '" Ii -., Nr '" -N wNAt I"1v1> t wlr"""" "./Z' htN-11ItJ!p:-..t"Jtd1" "fll;#~M~"
{,# lin' Itf. .11 .... ~ """"., 1M Yo f·· /,",," ~,,,"'.;_~. .rIll"'" at ... 6' • .IID,y ./':( ,..y/. Z •• 1~1I'IA""'" /..,r/~ ,.,f/
" :ZWlb " -I'
. '" 6~1I'i ,#/q~r
• M, '1'11..11 .. 1"", - I __
~
~
, " " ~"~'~"4~
i.E. ,:'';''~~
. " , Tr '_II''..
f""'v.c')
, ' .. ~
• ., ......
• ,", .'1'-"
~ Ii""
/~,('J-Ji #,f ~-/ ?IfJ!i1l~" " ,- t -r ~~.r ) -~ IIIIIIIlt:'h P#I'''
•
~
SECTION C- C t:L.6 ~ • /3 HEtHHRA'
JI"¥"~
CCI"1&-I"'I1'1 r/&IIw4/~
-_ ~"; K ;:OJ' ~'" .,/ ,.... .... z~" .. 1zM 61"-
h--:r:=-.~~6~;''''''''''''''' II """'J" I tN#rh''''~ ..t '_"'ptfII'~ SECTION A--A
Wld-If . /1'7. ,... ~, "..II &It" ~, .,- 7S-d - • --, "r -- -7 c: T-- • ~-,'rTyp-) J;'~ '"
I
•
~ f
~. ~ ~ h&ll,s- n,,..-- ,,..~"'~ N~MH"'~
\. (l .. t 0 'tJ . ~ o 0 .
~
'\
7.j;,tI'" r..w" .... ~/k\
I I I I A ,:' ~-:'. ~.,t6.~
I I I I .: ',," ·1"-. .. I 1 I I I I ! I ,.'. . .... I 1 1 . "~.
-~ ..
ELEVATION II. ,,- I t-; t-; FI ===t
In. 7""f,
......... .--... ~.~ .~.,.....
I~ '7" ;,," n:
..JI:Il , ;;: -~h' :1:1_ I .:. -
" 1'''' F~'I.,.rA 76,.. --S~,,_fl' /"1~~S"
I ,.;. I;" ""'l1li ---4l:I
" ~ .. i:JI~ I. r_v, II. W/IIE .. ,M'I" V-II .r/-'T~~'~
J " r 11 ..k _______ I .:. I 'W', ::
"- " J'iIa, ~v " II , - I
r r - - ~I ' c-. I • ,J, - .,," - - I -
'W' I II II
I~'II d'ra,,, ~,.." II II II I
II ,- 1- -!~ ,." I r lL ~ 'l.' I -..I, /1 .1 ... I
,,~. ~I --I I I
II II II
-1-,ll r - . ,. I~ 1I,r~ .r/&lI.J'
1~ V
·~4t t-1111
\~ _~II,- -II
7.' AI ~ ~f' r- ., 11 Z .r/D~.I' ~ " 3-tt- tl- -.~
II
.11..
EXPANSION JOINT DETAIL
W W,& 7n.
'-;~ -' .. '~
, Iii ,.4/ f /J.;-I lY.,p)
ITATE PROJECT DESIGNATION YEAR
AS-BUILT PLANS IHEET
NO. TOTAL
S.IITO
ALASKA HS-RRS-M-tJtN1S(5'2) 1/987 //0 118 '1IT1ALS: ".,. I I
IATI: .lil/ft ... .
!I'
~
I/" + "- ~ -. "- ,..I .r
L J
I
ILl
I .J
HANDHOLE DETAI L o 3. C ., /z E3 E3 F3 E3 F3 F3
Y/"1&h
NOTES
/4/1 nf7!/!I'7'1,p#rf-lj ~ 1iTS"S"I/'r7blt'''J 4n.:Y ,:7fh,,- ",,,,,,/ II:'If'\ ; ;:v...,."..,,1.r rh6// &1# 9'I/v"/'7,'A1w 6~'" ,.w,6,-/_.,.,/~/'7" kJ~""liII' r~' .... / rh/,"71' .rh-r// ..... ~"'''''~N 6,,- ~hl ..::2:J,..,r~","-,i, ....... 4.r:rl~.v/; .~
4D11'1'W 4r/~ ".,,,IfI: ... ,1/''''''r #~ '-/~h'" hili"'#' .r~, ~.,# 4~",""'","hf:.7, ~_~""'-'-#t!T&h .:, 6rl"7t'M_,,_
8,-/-'", ~".,~,,.. P'~ ,fo ~ ..61.,rv"'~'~4ff::7.6J1' ~hl .f"?'II7"'I,
All ,.",.:;;+/';,,, ~r rh#// ~YI /""k/~ /'7vfr tIII'- /_k WI~I"r.
~q/11'7y '.r",,~r)::''' ..!tII/n,l .. ~~ ~ 'p"f:)W~ .. r 6el ~..r;/'7'No~ PI. J'l'7'rir,-.... /., .,Ih_,h_7" .,.h, -/'/?o/-,I'f .. /,//h~ rh,// 61 ftJ~""~'S" &If'fI'--~ pc'~r ""'/..;/~""' ..
,If'q/I/';,, ..... p..,/'7rkc.;1:r/~" .s-h#// .61 /p#,,-I.v J:..n;J?"'-;;""/y .-:/~,/"?r ~ I1t?f/,.-,,~
~rr.r rh,// ~I .rh/'"""",,,,,,,-'# tIT p/v",,"6 ~#r/r/D~.
Plans prepared under my supervi si on.
, -
NOYES SLOUGH BRIDGE ALTERNATIVE "S"
ROUTE NO. S -665
COMB INATION RA I L
State of Alaska DEPARTMENT OF TRANSPORTATION
and PUBLIC FACILITIES Juneau, Alaska
BRIDGE NO. 1448 DWNS. NO. 14
•
..
~
:::.
It). 1);),
I C\
~ 41 Q.> " II o 0 -0 '0 "0 nDO 0 C
~ ~
\.:) , ~
~ ~ ~
~ , > <i:"",:!O"":al
:- Il. 1:) ~ ,
.~
KarT. '" '"'~ •• ~ Me 'U1I"
STATE PROJECT DESIGNATION yEAft
TS-6"x 3"x 3/16" 1l3116"x75/S"x61/2" 1112" '__ ------'\r------__I _ ~"_~3' 0" long tiS. R _0 d --- (a) ~ AS-BUILT. PLANS-.~
SHUT NO
TOTAL SH£rTS
--N .:::-
r L I
--N .:::.. ~
-' -=0 - i-J N
Lt'l I -
~ * =u} * .i)' en a> ~. t 01 >. =o:t~
>
?
/
TS-6"x4"x 3/16"
Handhole (See details below)
W8x
Drivino Surface
-:I 3/16" Bent It.. Sleeve Sliding fit(Typ.)~
. 7 ~ -------- 1;1'~ t Rail Post
3/4" Ih21J2" H.S. Bolt with 7. " nut and washers. 18 0 T
hole in rail, ~s"x 1112" horizontal slot in post 2lt2"121/2".1t2" It washer inside rail.
7/S"x11/2 for 3/4" washer
'--11:::- i Holes for Rail Post Anchors
III
,
~; T, ~ . :.' ~ -:. J..I -_i 1
~ I: 1 'I 3/4" . / -I fP'}-;-3/-16:-1VrT--
1 and H.S. E .-.
;- I: , ,a~ I jJ ~ : 11 ..... ..11 '. " ~ &J
sleeve (Typ.l II ,ith II ,
. 11-1-: /'111-IL
~Q~ " Slots -- l.:) "I'
__ JI11+ I
yp. 7/S )ts -c/:eN 1 ~ I
IE 3/S".7 7/S".61/2" I_ 3 1/2
"Slot olt.
s"10!...7 "
1--ALASKA IfS-'ItS-I't-()NS(52) ""7 II/
, DATI. t Railpost ,,,n.,, 1f-1 "
~7/8"1IJ.6'Stud)\" 5114" 13f111~/i'l" 5u't4"_--rLl ' (Full Pen.Weld 2 -- T I I.
4"(Min.)
r ?f- I 11/2" I
51e"'14"5tud. (Min.) .. r-- 1 11/2" Full Pen. weld - -1- I""SI N I ~I il---b(Min.l
2" 4" r T-- ___ -1 '67",
. '\, III eeve ut~ I 1
, . ,. '. .'" .. v. '" )"""''''':''::',':·'1 l' ~""""'''''~''''''i~'::'': I~I I .. " ,', . .d.-"li. ··~··'1·~·[··" ., ' •.. ,'. , ..... : .~,: ~ .. , . . :;0';1:.·, .. _ _ _ _ ~ \ ... 3/1 , , ..... ~.,~}:.:-.' .. - PJ,:· .. .,.~~"---·- .. "' ... , ..•. " , = -. '. . ,".' 1 . .",';). .' ',' ... ,,' ,~ CD : ....... , ..•. ".'. ':.',;' ':" .... ,> .... , . ~ " '
":" .. ,'. ,.:.,.;:.._-----1- ----- -------.~.!!!'.~'-. --~-.'"-.-'-L;; ~ 1t 3/4 1
). ~_- _- -- ------1· -------.---------~~. - ,- - - . -. ...'.. .. ..," . ... '
~~~~~~~,It~~:~~:~~: r;:,c;/_!, , ",,'4i">~ _~ -----t I
Rod.Tackweldtonuts. ~~.," 1-; I --~ 1t4
Adjust deck reinforcing No.4 bar to clear.
1/4
. , - ,
TopolConeret. r T 'I 1, Deck. =( \ I I ,- -, _____ ((t
l-) 1 I ~ 7\ . + _'-. _1_ + ..... ./ <' ~ .. - \~l--- "~<f i,1 q(,,"~::: ~glf: I ,
--II) ;s-a> W8x24
" I!./ I I I' for 5/16 ~ : I
3fa "Anchor ~ (embed in girder)
:11: I'" I IVI2".7"x9" 1 I I
1/8
It'll It 1/2"x7"x9"
[ 1/2" ---l It 1t2".2".9"
It 318"
!- T - m --1--: I 7/s"xll/2"slot -~I...LG --'iLG)tt'- for 3f4"1IJ bolts.
I ',1I I I--
1/4 It 3,,".6"
1/4
~
3/4"' H.S. Bolt with nut and washers
=o:t.L....----t _
13f4" w
I II I I I I I I I I I III I 1- T -l.L. --:- --I
~ 13f4"
7"
VIEW B-B
SECTION A-A
~
EXPANSION JOINT FOR EXTERIOR GIRDERS ONLY
(RAIL POST NOT SHOWN)
ct. Rail Post
4
o 4
~
... • Length of Railing for Payment = 75'-0" /'-8 "
-I I
I I
I" * 9'-6"M ,
~ ax. 1-
ct Rail Post
, ,
I
I I
I
1
,;
~
7, p
< '16"" Holes in roil ost for BridgeNo.1t
4 1/4"
~
Tc. 10 of Ii'Ot7dtuij -;
21 6" * - Max. 12-j H 7i" Gil / I -..
/~ ~ fl I fl i
: , Y I 1 • =.: '" '" ~ I • '" '" o 0 _ , I =
-~, 0 ~'" 1 .-NI
1 _._'?_ '" I I I = , I L..-
t - ... --. j --",+--' ~.'
~ '" " I
l\) <;} ~ ... 1 .... 1 "l
,
'\J ...... " ~ ~ ...... ~
I I , ...L
-- /
Nole: &e ,Sheet /I4A I'or Irons/lion fo guard roil
33fa"
li Full Pen
Weld
L /0 Go. Thr/e f3"!O/T;
7e;omli?o/ CO/dle..: ·c;o Ct/llo I!'/?plh
ELEVATION (RAIL POST ANCHOR) Note: Support bracket may be welded to
anchor plate in shop ulinv rail post template.
3" I
1 ? ~CD
It 1/2" 16".1'-8 ..
1110'
+"--ct. Guardra
= en I --!
-.lL Driving Surface
Hand in bO of ra bolt.
'r--10le typical 'I II tom surface 11 i1inO below b __ JL~
HANDHOLE DETAIL
NOTES
1. All railinQ. posts. anchor assemblies and other ateel components shall be Qalvanized after fabrication. Galvanized steel shims shall be furnished by the contractor as required.
2. Locate bridge number plates on right hand side of approachinQ t~affic at each end as shown.
3. Brid,e number plates to be furnished by the State
4. All machine bolts shall have 10ckinQ nuts or lock washe,..
5. Railing expansion joints must be provided at 50' maximum intervals throughout the railing. Railing
shall be continuous over 2 posts minimum.
I Q I' I
I <> " • l L, ". " 0·1 '
I • I <> ~ I .a D 6
0 4
"r 8 " Pos I /" ';.J 6. Railing expansion joints shall be located Immediately
adjacent to a roil post . , •
~ ELEVATION
• See "Typical Section" drawing
* * 1'-3"without asphalt paving.
* .. 11-5" with asphalt paving.
~
" a I ,
~
.,
I ''--.': >-- - .
END VIEW
I!. 3/4"x278"xO'-7"
=~1 ,.., -, Grind or clip to fit -/1
.~.-... .~
= I
-~ _i
:lI)n fC)..... I
(An:hor Rod It.. Rail Post _.
':--- . 5/16 17 <... Typ.
',;--~~ 1/4 17 (Typ.
SECTION C-C
7. Posts shall be shimmed to a plumb position.
NOYES SLOUGH BRIDGE ALTERNATIVE" B II
ROUTE NO. 5-665
BRIDGE RAILING
PI,H1S p.r<epored ,.r,GE't NO SCALE
111\ superv~siol1, . "3_::\",~.
~.:1" Of ~, ... \\ -. ~t.r······M .. \\. .,.. ... r.... *"~+: 1\ "1tt(/" '· ... ;7 'f.
,; .. ,'~- '0'il!:l (' ".......... • r. ir ....... I11 .... ~ ••••• fI.~ •• 't ~. . ~ ~~ ......... ,JV ............... ~
(1 ~;~-> L ,'~ ~-..... "'.. ~e: ? 'j ',,= ~ "-- \H!lIl:wt( _.~,-
'i.~" > 11: hoCOI •• ,w . .:-1."~ It""~ ._ ~\, ,;-... ~ ... \.,-~;~ ' .. !?'ISStll ___ -
.... <;<~ .......... --
State of Alaska DEPARTMENT OF TRANSPORTATION
and PUBLIC FACILITIES Juneau, Alaska
BRIDGE NO. 1448 JWNG NO 15
--, .. ,,---
... - - ~
... --, "
•
.. • •
•
• l ~ ..
, " ",,~
'" " ,. , "
o (.) ~ Cl) (l,) +- ........... +-+It! 't) 'tI ttl '0 00000
~ ~ "" >-,.. ,..
co co >- a::I >"""'OCl"al •• • c::~ C...lI!" 0' u ~ u Q)
.~ ~ ~ ~ ~ DUOU.,!:
~" NOTES
Minimum shell thickness sholl be d inch i however, the controctor sholl provide a shell of sufficient thickness to withstand the method of installation he proposes to use on this project.
2"c"
V;~:I"" I~l~ ", .
Min. Shell Dio. I /~4~
#6 X 3!..6" Dowels Tolol 6
SECTION A-A
Dowels, ~ Detail Z
\, ... 1
''8'' NOTES
RtlinftJf'Cinll cagll shallllxtllnd atlllas! 12 ff. billow fINI 10wilsI of '". followlng l
I Bottom of foollnll 2. Top of filltlill/'Ound surfacll .! Top of OI'ifIlnal ground surfacII, whBn piles
>0" drIven through fills or in holliS bored through fills.
Shlllls sholl be of sufficillnt thickness to be drivlln without injury with the aid of a mondl'fJl inserilld In thll shell.
2"cl. .. 6 Total 6
~tYl<.~~ No. 5 wire • ----+t~j>' _ 6"pitch
Min. Nominal Shell I ,/-4: Dia. (J Bull (ryp,)
SECTION 8-8
See Detail Z - -_ ~ ::: ~ ,I
~ ~ -III HI - - ..... -f r+--- --11111.- - -.- .....
~ - -
- ~ CulofiLlne or Splice Point
~ ~ u ~
" G
I ::: ~
~ ~
~ ~ (..) F
..-c::
~ ~ -I::: ~
.!II ~ ~ ::::: l4: ::::: Cb
~ ..... J! (I)
/" 4'max. --~
3 it (mliIJ _ ~ I I 4--,-" ~=--V_---L-.----!-4 .
I '--Note: A Iternate Pile Tips may be submitted for approval.
ALTERNATIVE ~"
•
~ ,..-
rfJ-
~ K::;
r-
~
~ ~ U ::: ~ ..... tl ~ ,S! (j
~ -c:: ~
~I ?Ii ~ :2
1 ~ -...; lC c:: ::::: Q) Cb
...,J ~
"q; ~ CI)
~ ~ ~
~
l ~ ~ fI)
~
~ !:S ~ §
~ ~ e ~ ~ ~
u. yo. ". !\:!dSIiI __ ---.l_.L
__ ill_'IP. I.JIO~ I -i-
ALTERNATIVE· ''8"
CAST IN PLACE PILES
'i''' NOTES Minimum shell thickness sholl be 7 1101111.
CDntractor shall be responsible for furnishing s".lIs of sufficient thickness to drllltJ without distortion.
2"Cl --
Min. Nominal Shell ~/-£.; Dia. 8 Buff
-#6 x 3'-6" [)owels, Tot 6
SECTION C-C
2"Cl
SHEET TOTAL
AS-BUILT PLANS STATE PROJECT NUMBER NO. SHEETS
ALASKA II?S-RRS-M-OOOS(52) I 1987 I 112 I fI~
#6h;~:/~ 11m:' V Il7f'2"c/.' '-__ --'-______ ---.1 __ 1----.1 __
'I!:,;~): ~ X 3'-6/1 Dowels ..---No.5 wire .:V~- .6"pilch
0-0
..... : ' . : I'] Teotal 6 ,",:~ . ,. /':'4"
SECTION E-E
See Detail Z ~ 588 Dllfail Z --.j I II ~j L Cutoff Lins
• I I I I • •
::: ~ ,I ..... i .L,Cutoff Linll
cer ! (J, ~I ..... - " ~ II Q) 'I;;;
~ ~
~ ~ ~
00;:: Q
~ ~~ Cb :::
...,J _~
fI)
~ s
~ ~
p-
fJ .I! ~ u ~ ..... U
~ -E: R
~ ~ ~
(j ~
~ ~ .... ?Ii ~ ~ ~ ~ -J :;=: 0.;:
::::: II)
Dowels, See Detail Z -- ._~ I
Final Ground Surface ~ .......... « .. ;:_,C$4~
~ ::f -r
(..). Finol Ground surfac~~ ~ .....
~ ~ ,I
"" - - - - - - - .11 II. r-
9- -P .!! ~ U
~ G
III II
U " ~ ~ ~ (j
~ ~ ~
; ~
~
1 .
. I
I ,
' , II
I I: ,I , I ' ,,: I , ,
i Iii II
il
~ ~ ::::: l(
~I ::::: II)
1 ~ ..... Q)
~ (I)
~
~ II)
II ~ ~
• II
,
II! '" ~ ~ l(
• . I~I Min. TilL {)j(/. ~(j"r-
L
ALTERNATIVE ''e" . ,
.. --y
5? .~ Splice Point-~ ..... ~
-'- LOW Wilti" ~'-v. - ~---II -- i-
" ::: . ~ ~I~
::: (:)c::
1 .....
~e in Waterways ~::: ~
~I~ 1-";:
FORMED PILE EXTENSION - ~ --- ----
Note: Formed Pile Extensions sholl be used with Alfernallve ':4" 8 "c" when web walls are used and shall a/ways be used with Alternative "B" Piles. Formed Pile Exlen6ions may be used with Alternative '~" or "c" piles when web walls are not used,
When depth of concrete alKNe pile cutoff is
I "J._ --..:_ less than I '-8,uur5 "u .~ rap of slob, shall be bent as shown t\J ,g cap or footing
::~.:;~'..~.:.p:~:r.' ).: ,.~?~ ..•... : 'J!': '~I'-'l '." . '·'--,4>:'1
J~:~:'~ t.!.j .. 'j 1>: ,~, :' ... '
Cutoff Line
-..;:
SHELL PILE EXTENSION
Shell pile extensions sholl be cosl in a steel shell of uniform cross section equal to HIe section of the pile at the buff. They may be used on Alfernollve ':4"or"C"piles when web walls are not used.
~ ............. ,'-'\., ... _ ... of At .,'
--~~ ........... \. ".r. e' *' .,~~. NOYES SLOUGH BRIDGE
DETAIL z JIII~... If. C '{~ ill --;p. t
tI*l49V!J " •• ,l. ~ ..... ~O~ .... ~ t· e•••• •• • -: •• ,
~.~'. No. 860·[ /~J 'I a ... .,~ ~<>"Iii" .~~(f'; .. ~/$lf.~.·;.~.t' ·\ .. $'0······,"''"'-:' \,\~.NA\' :"4'"
.-"''-~
REVISIONS
ROUTE NO. S- 665
CONCRETE PILES BRIDGE NO.
State of Alaska No. I Date Description
DEPARTMENT OF HIGHWAYS Juneau, Alaska
Date 1448
Approved DWNG. NC 16
~ --,
..
~
....... ~
0'4:0:"
! !
!!i!~~ DOD 0 0 ~qqqq
: i : : : ! ~ ! ] !
11 : 1 i .... 'CD '
ilij~ 5,..KC::~"'U ._ U • u 8 ;:.l~~D o U CI V !"::
NORTHERN TRADING ASSOC 138_35_71 "'5796'
o
N
STATE PROJECT DESIGNATION YEAR
AS-BUILT PLANS ALASKA RS-RRS-M-OOOS{52li 1987
SHEET HO.
1/3
TOTAL SHun
//8 INiTIALS: Jet «:. .... DATE: ~It 1ft
r r I I .
\
",.35 ""penetrometer 4
-------- == ----
College Rood curb, ~~===:~~-;:=~==-~================~~~-~~~-~;;=~===~~~~-~~~~~~~=~-~-=---- - -------- -------- --- ---- - --- -- -- ------ --------- - -- -~"""
existing sidewalk --- --""\', ----------------------------------------- '" ; ----- -- ~ " ~ --~~ ? ""- ~ ~--
,I I' '\. ~ I ,\ t
\ \\ ,1 \ \' / 107 \ \\ ,I
\ " P \ I " \ \ r'
\ I It
"'3"3~-- \ : ,:
+" = - ' : : - __ I I I
4J.'1 I I I $:f; _ _ _ _ _ - - - - - ~;;t-==-t=--:-:-::--=~:-:-"'""'+' --""~r~-----------4t-~ .- - - --/' ... _ - - - - =-ll~ -.::: -- -.f-:z. 1 - ---------.., - -
---- -:----------+.31 :== -~L9
-~~~~~~~~~~~~:~~===~~~~===-==~~~~~="'====.~--.:===~-=-----107 ------.--< ~-- 4-31
------
~ ====~--~~~~ ___ __ - 4.1,r
o Penetrometer 2 . ..,.,55
--- -"1Z,Z,j-
BASIC MATERIALS SYM80LS
~--:: Orllonic ~ -BBl Cobbles; Boutders
~ Sill
~Clay
~o 00 Gravel
• 0
LJ"::,,,::,:: :'::: ':. Sand .":.:.":::
TYPICAL TEST HOLE SYMBOLS
Plan Vie",
A Location Vof any hole
Sedlon View
D Rolary
[OJ Auger
V Diamond Co.e
o Penetrometer
Note: Significant 50;1 mixtures ore shown by combining soil symbols
D D
RELATIVE DENSITY AND CONSISTENCY CLASSifiCATION
8cosed on Slandard PencI ... I"", T esl
GIIANIILAR COHESIVE
Blowslft I R.I. Densily I Blows/It I C ..... i5lency
o - 5 I Very Loose 2 I Very Salt
6 -10 I Loose '1. • 4. I Solt
11 - 20 I Firm 5 - 8 I Medium
21 - 35 I Compacl 9 • 15 I Stiff
36 - SO I Dense 16 '30 I V.ry Sllff
51 - 70 I Very Den,. 31-60 I Hard
71 + I V Very Dense 61t I Very Hard
TYPICAL TEST HOLE LOG
Number location Hole symbol
Elev. Dote Begun - Date Compleled 0"'-"'/1 D. in inc'-
Ground water"
Depth 4..L_ -& Dale -
.. I GraphIC malerials description
Approximate
1--f __ ..oL"-______ Deplh 4-19 ____________ _
~7 :--.
'-
~ ~ /,----Slralum conlacI
... TranSihonal so,l. change
Deplh
4'1-1
4Z~
------
- ~7 ,~ .......
"'.<>,5'
" " --
-------- ----___ ~=~I.:---
----~ g----:-~ - -: --- - j~t~-- ---~ 106
..... of' w,;:: - --------------- I I ,--
e d9::" - 47-~ Penetrometer ~ (?\ I I I - ~ I I 1
'f~1
Ir'l-Q,
~ I I 1 I I I
43/---
-t:3:3 --------- --/'
end of
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 I
I I t... I I
:~ I I I
I I I I I I I I I J
I I I I I I I I J I I I I I 1 I I I I I I I I I I
I I
I I L_________ I
pavement.../" ----I ----- ..... : ,
\ I I I )
I I I )
105
-~ Boring Pen
"all L" e .~ In
105
IILII Line
--- -- - -
""- -rometer I """-
"'<;>
"'<5'
'7'</
'-~-~~~
'S-_ .. .. "'</ ;::'4'
~ ......
....... ,..~ , ,
" ~" ~ " \
'\ \
"
\
"
"
, , ,
'\
---------------------- 4-31
\
\
SCALE ] ~ .. -~
~-.----, , I
o 20 40 Feet
r SOIL .;~ AIN SZ E DEFINIT IONS
Boulder (rounded) __ .. ________ ...>12" Diameter Cobble (rounded) . _______ . _3" Diameter - 12" Diameter
Broken rock (angular L ____________ >3" Diameter
Grovel (rounded); Stone (angular!. __ :it 10 Sieve - 3" Diameter Sand_ _ _ _ . . _ .~ 200 Sieve - :tt 10
Silt/clay ___ .. _______ .<**200 Sieve N"tr- ' .... ,)11 llnssrfi( (jfll)ns 'Jre \/1'-,11,,1 'nl.., l..Jnkc::~, AASHT() sod closs
I'":, ~h(lWfl nn Hl(' loy
" "
,
,
Frozen •• .. / Estimated ,tro'l.Ift\ contact , ______ Deplh
Deplh Blow coun' per 1001
Inlerval sampled 1 r~'---w/s'andard penelration lesl "'/recovery shaded --n~~l-a (Sampler ""/1.4' 1.0" 2" 00,
140# hammer ""/30' Ireelalt}
AASHTO sod Practic.al relusal
CloSSlfication "* .... w/stondard penetrafion fesf Blows/ ft With 66 100-4· 100 ~ Blow Count _ .":Penetration 3421b. hammer ~ 55 , und 30" freefall 53
ST 14 Shelby 'ube sampler, pushed Vane shear lesl '=~-I~~(VS
'- Diamond core sampler ... 11----""lute
Total Depth
TYPICAL PENETROMETER TEST LOG
Number location Hole symbol
EI Date Begun - Date Completed ~~'W/O_D. in inches ev. K 2.5
-.. .. ... .~
..r: -a. .. C
Practical refusal __ \w, peno'.romeler test
_Lt.-____ ~======:::=~* .. oo 5 Total Depth 400;; Blow Count
Blows/Foot (Penelromeler "'/2.5' Q D., 342 # hommor w.30" Ireololl)
LOG OF TEST HOLES
NOYES SLOUGH
State of Alaska
5" -<' Penetration
DEPARTMENT OF TRANSPORTATION & PUBLIC FACILITIES
Juneau, Alaska
O.t. May, 1984 BRIDGE NO. 1448 ~pproved DWNG. NO. 17
~
"-
:(,,,
NORTHfRN TRADING A.SSOC: 1 18_! ~-'I 4~7911'
Elevation; Penetrometer 3 ~ 430' Sta. 105+90, 109' Lt. of ''L'' It
, 11/29/83-11/30/83 ( " Elev.428.4 I I 2.5
~
~420'
I-
~410'
I-
1-400'
I-
1-390'
~
1-380'
I-
~370'
• ~
• I
-11 2 3 6
10-j tb 12 13 12
-j 10 12 8 6 7
20-j f 6 13 9
-1 ~ 8 10 9
_30-Q)
10 7 4 8 12
~
.c -a.
c ~ 10 13 16 13
Q)
0 4 0- II? II 30 42 47 54
,35 .., 48 41 24 17
50-1 ~~ 29 34 21
-,26 -, 35
52 49 56
60-j 54 53 58 58 62
,57 ..., 47 43
360' Total, 12~ I I Depth 70 I I I
I-
1-350'
I-
1-340'
I-
1-330'
... 1-320'
I-
1-310'
~
1-300'
I I-
ii~.!li ~ ~ ~ ~ ~ 1-290' : : : : :
: : : : : : : ; : :
iii iiI-i i : : ! ~ ~ 1 ~ ! .. ea :10 : ." ,.. ,.. ."tJal"tJ al I- ' c.: C -= "D 280 .~ ~ ~ ~ B CD..c!:!..c!:! cvov~ ..
o 100 200 300 BlowslFoot
Note; Pullout jacking pressure was 5496 pounds after 22 hours in-place.
J
Elev.
Penetrometer I Sta. 105+95, 20.5' Rt. of'l" t-
, 10/25/83 -10/26/83 (2 " 428.1 I 4 I .5
-Q)
~ .!;;
s:::. -a. Q)
2 I I
-1 ~ 3
4 10-1 :~ )
Ij , 5
-1 7 1 5 6
20-1 § 8 10 19
--l 26 39 41 37 31
30-1 ~g 23 19
-1 ~§ 35 34 42
40-j 33 37 64 57 45
-,73 • 70 81
51 34
50 ,39 .., 37 42 53 33
,28 -, 31 32 ~~
60-1 4~ 55 58 39
146 .., 49
45 40 40
7O-j 41; 52 62 76
)
o
--l 75 64 55 52 48
Total Depth
80-14§ 51 47 48 50 49 44 54 56
90-1 ~~ 75 67 67
-' 70 -, 80 74 68 71
100-1 ~~ 93 83 80
-1 ~~ 84 79 73
110-1 ~6 79 67 93
..J 91
.., 82 82 80 81
120-1 §? 101 109 115
.1 122 -, 114
121 125 126
1301 !~~I 132'IO'~
o
')
)
I I 100 200 BlowslFoot
I 300
Note; Pullout jacking pressure w(]s 20,415 pounds after 15.7 hours in-place
Boring I Sta. 105+96,12.3' Rt. of "L" It
Elev. 427.5' 10/26/83-10/28/83 3.0"
?J _ 3 10/27/83 ~
II 21 8 10 13 II 12 5 10 12 II 14 8 12
lf4 35 20 37 44 36 27 14 15 22 24 27 27 35 43 34 49 33 55 55 76 90 27 37 39 48 47 25 31 35 30 32 31 41 41 C 54 c 70 'iii 26 C
Very loose, brown, wet organic gravelly silt
A-4(0) GrlSi ~====-------8'
Firm gray sandy grovel
~~=:;-----------14' 1-:'"" . ,', " 15 A-3(0) So
~:o'q~ Firm gray sand 19'
· 0'_ 9 ,Cl .• i-.i I--....J
'-t----'
... · "
<;J .,,"'.1--' • . v ~ •. 6 · . .. ~ ~ , . ,0 .... ,~::.~
A-I-a(O) SaGrl
Loose to dense gray sandy grovel containing sand lenses (Heaving sand encountered below elev. 400')
Q.' ~
~:~ A-I-a(O) SaGrl
0,'0 ,0 •
0, 18 ; O!-t. -----' In ; .Cl I:'. __ --, <;l; 18 .. Lj-----' f\ •. v ,I:) , '
" ,'~ \J.O 31 U
39
~~ 37 42 47 45 55
~11~~b29 ~:...... 69'
Total
34 34 71 102 112 38 43 49 51 48 44 46 45 49 51 45 47 56 54 81 ~r 102 105 101 5l 91 100 98 129 231 165 131 123 137 142 119 109 110
.2:. - F' :,. 20 Irm gray gravelly sand ~.'.~. r~------73'
~'\'~129l A-I-a(O) SaGrl
· (). .' . .; . " 0 d. .· .. 1 Pieces of ~ Wood '-'-'V
10.00
~.~~ · 0 .•
,. • (I •
'0.0 r': ' • • .; ·0:
Compact gray sandy grovel containing sand lenses
-p. 95' tD"O '« 291 A-3(0) SISiGrlSa
'/ ...
:0/ .... ... :. :~ ./ . ,' .. '·V· . y ..
I:Srit?7l
Compact gray slightly silty gravelly sand
Depth 112.5' ~ Note, The casing pullout jacking pressure was
19,630 pounds less than I hr. ofter driving to 110',
AS-BUILT PLANS
J INITIAL" • -;1-1 Penetrometer 2 II
Penetrometer 4 " " =t/i'lfl. Sta. 106+94.5, 160' Lt. of L It
Elevation: 440'·
STATE PROJECT DESIGNATION YEAR SHEET NO.
TOTAL SHEETS
Sta. 106+85, 12.4' Rt. of 't" ~ , 11/1/83-11/2183
E lev. 432.0 '1r,2"'4rrl -=--..c:..:....=c...;:....:..
-Q)
~ c
.c -a. Q)
o
15
~ -1 ~
2 2 5
10-1 I~ 9 13 6
-l g 8 9 9
20-1 i~ 10 10
I " -, 13
" /I 14
30-1 I~ 15 16 13
--l ~~ 36 32 33
40-1 ~~ 20 18 I I 30
..J 44 -, 47 54 52 45
50-1 ~g 26 29 36
--l 41 31 I 31
~~ 60-1 J~
52
sS -,50 -, 54
48 43 44
70-1 §~ 51 59 64
161 .., 70 58 52 50
80--l4f 42 29 27
--l §T 64 65 64
90-1 §; 62 59 85
,78 -, 76
80 71 60
100-1 §~ 72 81 65
-,78 '100
91 105 117
110-1 ~~ 98
~5
t
2.5"
, 11/30/83-12/1/83 (25" EleJ. 435.6, , .
."
-Q)
~ c
s:::. -a. Q)
o
Total Depth
~.'
--l :~ I J ~ 4
10-1 8 13 10 10 15
-i 16 10 7 4 3
20-1 § ? 8 8
--l 10 13 10 10 10
30-1 8 II 15 14 14 14 12 15 15 14
40-j 13 T§ I ) 14 16
--I 18 22 32 33 39
50-1 65 55 54
~§ -1 27
33 51 46 45
60-1 37 35 29 26 31
-1 42 65 34 29 32
70-1 35 41 37 27 20
--l 21 24 35 58 75
80--1 g~ 48 43 44
-144 45 46 54 58
90-1 ;~ ~~ 78
-l83 70 81 75
100,m 6
I
L, 100
I 200
BlowslFoot Note: Pullout jacking pressure was
9,815 pounds after 18 hours in -place.
1
300
--llb~ 87 95 110
Note; @ Initial pullout was 15,704 pounds (Ci 150 immediately after driving; redrove to 151' and left in- place
120-1 :~~ 118 114 112
--l ::~ 117 123 128
13:1-1 :~B 128 154 135
-,131 , 129
133 134 142
140-1146 149 142 149
J 148 -, 137
142 153
\
Total 15f Depth 15I'--'--"12"""-! ___ -,_~_--,
o 100 200 BlowslFoot
16.5 hours before 2nd pu lIout pressure of 15,900 pounds recorded.
@ 45 minute de1ay in driving at 88'.
--.... ~,~ ~i. Of A':'~~
~ tl~.\ l."-._.... ···::7i:.~ J '_~' NO. 13-49·E !l!;iI .... • 9;-' {<'fi' '. ~.($.-4'~':f" .~~ ,~~(;-
'~a~;.:-... -"
I SOIL GRAIN S.Z:: DEFINIT.ONS
Boulder (rouI'ded) >12"D' tr _ _ _ _ _ _ ,ame e () "" . Cobble ro~nded _ _ ___________ 3 Diameter - 12 Diameter
Broken rock (angularL _________ >3" Diameter
Gravel (rounded); Stone (angularl. __ #IO Sieve - 3" Diameter Sand ___ . __ . _ __ _ _ _ _ _ _ _ _ _ , ___ ~ 200 Sieve - :t:!: 10 S,lt/clay ____________ ,. _______ .: 4200 Sieve r J,)t, .":':"JIi "losSlf,cutlons 'Jrt> Ii ':.>0']1 mly (Jnll'S~ AASHTO soil class
I:) ';hnwn on fh,' b~
ALASKA RS-RRS-M-OOOS(52) 11987 I 114A I //8
l~--------------------------------~
430~
-
420'-
-
410'-
-
400'-
-
390'-
-
380'-
-
370'-
-
360'-
-
350'-
-
BASIC MATERIALS SYMBOLS
I-Zl Organic ~~,
,"""" -I
~'3i Cobbles; Boulders
~SiIt
~CIay 10, O~ 1 0 J Grayel ~':J
D Sand
TYPICAL TEST HOLE SYMBOLS
Plan View
A Location
Vof any hole
SectIon View
o Rotary
gAuger
o Diamond Co.e
o Penetrometer
Nofe Significant so;1 mixtures ore shown by combining soil symbols
D LJ
RELATIVE DENSITY AND CONSISTENCY CLASSIFICATION
Based on Standard Penetration rest
GRANULAR COHESIVE
Blows! ff ReI. Density Blows/ft Consistency
o - 5 I Very Loose 2 I Very Soft
6 - 10 1 Loose 1. - 4 I Soft
11 - 20 I firm S . 8 Medium
21 - 35 :ompoct 9 • 15 Stilt
36 - 50 Dense 16' 30 Very Still
51 - 70 I Very Den,e 31-60 I Hard
71., I V Very Dense 61+ I Very Hard
TYPICAL TEST HOLE lOG
Number
Location Hole symbol (ley. _D_c_te_B_e_g_u_n_-...,D,-a_te,-C_o_m_p_'e_t_e_d _____ 0L..3,j...-wilD, in inch&s
Ground water"
Depth ~_ -1-... 1 Graph.c materials description
Approximate & Date I I ,(r----Sfraf~:t:ontacf
Depth
~... TranSitional SOil, change
Frozen -------I.~ .. / Estimated strah,", contact ____ .# ______ Depth
Depth Blow count per foot .--------w/sfondard penetration fest
Interval sampled I r ~ A-1-a (Sampler "'/1.4' 1.0., 2' 00, W/recovery shaded ~4" t4a# hammer "'/30' 'ree'aUI
AASHTO .sod Practi<;al re'usal ClasSI'ication * .. w/standard penetration test
Blowsl ft. with f 66 100-4- 100 ;:; Blow Count. -4"::Penetrotlon 3421b, hammer ~ ,55 , cnd 30" freefoll .53 Vane test
shear .@-- ~4 Shelby tube sampler, pushed
~ Diamond core sampler IX .. '";'n:e ~
340'-1 Total Depth I TYPICAL PENETROMETER TEST LOG
-
330'-
-
320'-
-
310'-
-
300'-
-
Number
Location Hoi. s,mbol EI Dote 8egun - Dote Completed (5)"""-w/O.D. in inchel
ev. i K 2.5
-• .! .5 ~ Practical refulal ]. \W/_trometer test Q ~'
Tolal Oepth *400 5" Blows/Foot 400, Blow Cou.t
5" , P._trafion (Penetrometer w/2.5' Q D .• 342 # hammer WilD' free'all)
LOG OF TEST HOLES
NOYES SLOUGH
State of Alaska
DEPARTMENT OF TRANSPORTATION & PUBLIC FACILITIES
Juneau, Alaska
D.t. May, 1984 Approved
BRIDGE NO. 1448 DWNG. 1'10.18
---, MIoIE I. Itn 84121
., ~~ ~ ~ JI!I)
~--.---.~- -.-.:..-.~
~ 1-'~Jt..2JJtI ~(C.IL~
NOTES:
/. Guardrail lr.:i1n.rition Brt:ilclret: ..shall be .$hop /'t:iI/;r;ca~<!"d and 9alya/7/z~ in accordance with .stt:ilndcil"d Sp~"'kat/on 7.2.2.
.2. Galya/l/',zed steel da~d by FJ'eld lIVek/in,! shall bt!' repa/n:!'d in accordance wIth Special ,orew/.sion .50~-.3.03.
~,.
~Jr AS/i 'J,- J;z" 13.a,., 1---...", I
{' .1
,
1-1 .
1-1 •
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DETAIL "A"
~ ~
,1lO ~ ,~
..:....
~"8ar r: ~p 01' A(phalt
.l
END VIEW
IO~ ~rn7/n,
(CtJt
lOp o-r EAi5t,: tJrid,?e ROlil
YEAR SHEET TOTAL NO. SHEETS . AS-BUILT PLANS STAT[ PROJECT DESIGNATION
_,. ,'ft ALASKA IKS-JrKS-M-IJ(JDS(SZ)I/'I87 I 1146 I 118 1.lnACI: II-/!J r r.
~
Sl!'~ D~tail:4"
~[] 0 0
ft." --
I . j!I..H ,I .
End r;;,c~ of' Ex/stin9 Brid1~ R~il(Grind f'lvJh dfi~r ren7oY/n9 e)(is{in9 Mountinq Bracket
PLAN VIEW
€ h"'x21rz'" 510ttod lIo/~s ~ I..-' £ r-//-st I?dilpart
~ BeGln7 (cond/t/ons pe/"/17ittin9)
",n~t:to" ~ ~~ nd of' EAis6n'l e) " MetGlI fJrid9C' Rail
~ I ~ I - "
o ."'l! .. -~
~ , ,
o L - -0 I);) "-Q;) --~-"
,I
"- " 0 " -0 "
/ o .. ~~ ..
EX/5tin,! GuardrOJil ~
2"_1.1 8;~1 .I Mount/~ Brack~t-(10 be emoyt!'cl)
-
"---.
. I
~ ~ ,.
, I I
II I' II I
, I I I » I 11 I • , I
THRIE BEAM CONNECTION TO CHENA RIVER BRIDGE NO.1I91
(lfl'-) -1s, eJ@j-!t.4- .2.5. [email protected]" .25. ~/J!z" Tj, {cal Post .5. -See Road Plans
8~" ,
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THRIE BEAll TO STANDARD BEAll TRANSITION
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Plans prepared under my direct supervision.
~OF£.~~,. ..... ~ r...... -.,'1:" ~,. 4.11 "7"'1 I·· ..... .... . .... -. c~.. .."' .. . .-.
-./II/IT
-,{TO ~ ._-
f3!i11~ 0 I ~ .. .
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GUARDRAIL TRANSITIONS
State of Alalka DEPARTMENT OF TRANSPORTATION
and PUBLIC FACILITIES Juneau, AI.lka
I· '. . • • • •
BRID6E NO.
DWN&. NO.
-... -... ,
-.~.~
It .. -~
.. \ • ~ • I
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PHILLIPS FIELC A'RSTR'" ACCESS ROAC
'-'. '\:~
CONSTRUCTION
, INOT • PART OF THIS CONTRACT)
,..-~-
BEGINNING OF LINE
",r.' 0+00.00 PC'T.
"0"43 +61.99 PT •
'C' 43+00.56 PT.
.. .; .. 1'/1-
.. .;
// \\ \
// \\ \\ J~.;~ ~.\ ~;( ~" \ \\ A'~ ~
t:
iJa!7/;'y <51
\
\
\~~~ lrIoyls
-----------"-..... S> 0 up,."
NOYES 'LOUGH
RECREATION
~FISH 8 GAME
\\ AREA
\ J \,\\\\ ~ :0:' 27 +3444 P T' \')
L94+7445POT \\ \ \ \\ " ",
\
~. #(4 r@ 6fGINNI~!G OF PROJECT
"L" 2"62.15 P'O.T.
.. \ -"""-'-..... \
\ "-. ~'" 0' -''''- - , ,V ~~ \ ". '",- "A" 19+ 00.00 PO. . )) '\ '. " ", ( ,
/ , OC , " "'" CO,,"" , ·"O+0326P.. \', "iOPARTOFT"15 , 0, ...... (~. / \ '" " / . '- " . < .
0·~~
®@ ~) Colleqe Road
Noyes S/ou;lh !fee.
BEGINNlfiG OF LINE "N" 44+0000 POT
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NOYES SLOt/Gil REC. AREA t/Se AL/RORA
REC. AREA
DE TOLIR
t
DE TOIIR ., DE TOLIR ~
)/OYE5 SLOL/GII REC. AREA ~
ROAD CLOSEO
M4 - Spec/al
,114- 9 ALI%
M 4 - 9 Mod/T/ed ;If Lise Arrow' rrom ,116'-3 S/9n
A44 - 9 A1odd/ec/ ;If dse Arrow' rrom M5 -.IL .5/5Jn
,114-9L
,114· Spec/al
RII - 2
54" " 36"
76'';, 12"
!JO" x 30"
30" x 30"
:Jo" x 24"
54" ;( 36"
48"x '0"
TYPE ~ i3ARRICAOE (SI.Jlicien/ Number to E6'ectlYely Close fhe !?oqdway).
+- CWI-7/?orL 4tJ"x2,f"
The aDove signs will be considered incidenlal 1'0 flte l!Jic/ Item 11.5(3)Permanenl Cans/rL/c/lon 519ns.
CD <2) Q) @ (j)
, /
,/. -=..
@
£" ~ %':"'" ,
~
, %. ~ %'~
Permanel7/ Cons/rue/loa S/gl7._:..5',,--_ (Bid Item 115(3))
END CONSTRUCTION G20-2 60"x24" ROAD CONSTRUCTION AHEAD CW20-1F 48"x48"
S TAT E I PROJECT OES!GNA'l'IO!'! Y!:A~
A lAS K AII?.5 -/?/?.5-)1-(}O(}S(.52) 1981
AS-BUILT PLANS
SHEET
NO .
115
ROAD CONSTRUCTION 500 FT. CW20-1A 48"x48" ROAD CONSTRUCTION 1000 FT. CW20-1B 48"x48" ROAD CONSTRUCTION 1500 FT. CW20-1E 48"x48"
INITIALS: tf." .... ~ . DATE: z./"'/(f.
TYPE 3 BARRICADES CSL/PFIC/E/vT Nl/M8ER m EFFECT/VELY CLO.5E ROAtj) ROAD CLOSED Rl1-2 48"x30"
5PECIAL 51G# LAYOUTS
24" 'I
o N ~~~~~ -ROADWAY._
IP2 'J;> ?r nC'uu~c: oJp
W/I -IAUX Colors
:;%N
4"- ( C Z~2 "
C 4" - (
~%' "
19 10%
Le;leml : BlaCK BaCK!Jrounc/ = Ye//ow
I , 36" -I ,.
...
IrR E C. ARE A ..
, %" ~ .:I" ?il
L
3!1Z" 5"-C
,~"
I. '70" -I
T R A INS ~~~~ - W HEN -----F LAS H I N -G--::
Legend = Blacl< 8dck;lround = Yellow'
I_ 54"
/.
NOYES
'?J2 "
4"-C
27'2 " 4" -I C 2!lZ"
4" c , . ~~ "
..
SLOUGH ..
1 I
5ft "
5"C
TOTAL
SHEETS
//8
5" /~ " L M4-9 AI/X %.:......, -/Pz"R. Co/tJrs
Legend = .8/dc/( .8i1cKjrtJl/nd = Yellow
, ~
L 3"R
------
R E C. ARE A . _____ --- ---
USE A U R a R A.-.-.
Colors Legend = B/acl< .8acI<9rOl/nd = YellolV
:--
5'~C
5"
5" c -(
5~"
*' Rep/ace (//5E AIIRORA) w/lh an drrtJw fo file n9ltf /'or sljn 017 Aurora JUs! soullt or w'embley.
e~~ .- 49TH \*\
TRAFFIC CONTROL PLAN 'a;.~~
\~~tJ .~~~~~.#'
\'''''''''-'''~-
, I .. -
I
~ ...
-_. -- -- --- -- -- --1 1 -- -- -- - -.320' C'C/~YE£) •
?"A-PE"'f •
'f" 111
VI , ~"j/, '.f ''£)Y;
~oO X'< ././ /' 5rP';0 '<~
'--- i?3 -71, .36 JfJ6, LErT L,4#E AltlJ'T T?W# LE/7
¥ ... , ... - ;;>,3-8 L/J', Jox30,
'C '<.~ __ ;;>3-8 Lis, 30 x 30,
~ O#iY 4t
O#LY
t ONiY
t OtVLY
EAC# J'/()# J'#A--LL AI,4Y/:
... ~---~=~=--.------- C'W.9 - 2R, 38)t 36', LAtVE EAlN !WEReE R/(7,11T
Tf1/0 rLABJ' AtV.o OtYE
IZ4.f1f/#~ LICHT
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-- ...-.-, -~- - - -
i?ELOCATEtJ COif/CRETE IIIE/)/.4# t1MRIER , (CONCRETE .,(,fEO/AN BAR"'f/E/? "N pli'OJEeT £)
I. Pavemen.J markings· for Ihis deJour shall be. construction. qrade thermoplastic. Painted pavement markings may be substituted if the final lift of asphalt has not been placed.
2. Place Type II barricades 2 feet behind pavement markings.
3. Lane width shall be 12 foot minimum.
4. Concrete median barrier shall have tapered end sections on all ends.
5.
6.
Signs shall be mounted a minimum of 5 foot above the roadway and on posts imbeded in the ground, or mounted on approved sign stands. Mounting sign post in barrels will not be acceptable ••
Note all oilier permo/Jetl/ CO/1crele mea/o/J .jorrlers slloll be Ins/oiled 0/ //.1 liml loco//(}/J ,£)/"/01" la qoet7//19 mainline de/our /0 Iro!!ic.
Clf/IS -'" J6' x.36', TWO WII-Y TR,4/",r/C J'YAl4()L
!?6 -I, J6',r 36', O() tV()T EAlTE!?
{ I.,'/ tJy
r
) IN -7, 24){.J0, /(EEP ;;>/6'IIT .JYMB()L
/£'
r--rLAJ'/f/#6' A/i'/i'OW PAh'EL, TYPE 8
Oe/oIJr
~ /"2" /0' /£ • /0' /2
TYPICAL 5£CTldN ACROSS I3RIOGE
MAINLINE" DETOLlI?
;to' ;>-;;;--
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Projeel ~
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trW! frY!
J A~BUILT PLANS I -INITIALS: ;gAY DATE: £7111ft.
rLA S!f/NG ARROW PAA/U, TYPE B
IN -?, £-1 x.30, /(££,0 R/G/l7 SytWtlOL-
G'.c/U'?' -9~
RS -/, .36'X.36', .00 /VOT EAlTER
.36''' CA,vOt.£ oS
4,vCHOREO TO AIfP'£Ar/EA'T -10'.
TYP.
( CW6-3., 36)1'36 TWO ;,rAY TRArrlC SYMBOL.
LEGE}!£)
TYPE.u BARRICAIJE 11/11'11 OHE oJT£AIJY-gURN, Ty,oE C, LIGIIT £AC# (EXCEPT HRST g'##RICALJE IH SERIES SIIALL IIAJI'E OAIE TYPE A, !"LASHING LJGIIT) .3(j" III Gil Tt/1Jt/L,4R AfARKER AIYC#O,l;ELJ TO PAYEAf£tYT JIGH FLASIiIAIG ARROW ,oAIYEL, TYP£ 8
~ N 11/11)£ J'YIlITE j),4J1'EMEIYT AI"fRA"I#/9
-IN W/I)£ YELLOJ/l' PAY'EMEIYT AlAA'KI#G
NNPfl -I" W/IJE 1)OUg1-£ YELLOIf' ,oAYEAIIEIYT MARK/AIG
COIVCRETE MEI)/A,v t1AA'RIER
~
~
~
~
'~" J7.
20' 'ryp
iN .
~~
, •
BHRIT I TOTAL 1 _.weT DIlS'liIOIATI"'" t ., I! A" I NO. SHE .. S I ITAT!! I
I - II!. • A L AI K A I RS-RRS-M-OOOS(52) I 1987 I 116 '8 r_ ......... _ ... ·;o co .. ,_
-I"W;
~ ~ s
~
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C'OlVc;t;ET£ /IrI££J/A-1V 4ARR/E;t; (,OIV P/?O,/ECr £)
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II AD LINE" DETOUR SIGN SUMMARY
SIGN LOCATION OR SIGN LEGEND SIZE AREA POST # STATION LT RT CODE
1 X CW1-5R ~ 36X36 9.00
2 X CW13-1 10 MPH 24X24 4.00
3 TRAIN
36X24 6.00 W10-1AUX WHEN FLASHING
4 DO NOT 5.00 RB-8 STOP 24X30 DO NOT ON
STOP TRACKS 5 R8-8 ON 24X30 5.00 TRACKS
6 W11-1 dR> 36X36 9.00 2-1/2"
7 W11-1AUX ON 24X24 4.00 PT ROADWAY
B BEHIND BARRIER W1-7 .. 48X24 8.00 IN HEAD ON 2-1/2"
9 POSITION 0 PT OM-1 •• 18X1B 2.25 • • • • • 0
0 10 OM-1 ' , 18X18 2.25 o , , , 0 ,
11 R4-7 ? 24X30 5.00 2-1/2" PT
12 OM-1 0 ' , 18X18 2.25 , , , , , ,
13 W11-1 dR> 36X36 9.00 2-1/2"
14 W11-1AUX ON 24X24 4.00 PT ROADWAY
~ 15 X CW1-5L 36X36 9.00 2-1/2" AD 4+75 16 X CW13-1 10 MPH 24X24 4.00 PT
17 X W10-1 8 AD 2+70 TRAIN 18 X WHEN 24X24 4.00 W10-1AUX FLASHING
19 MOUNT SO THAT W1-7 .. 48X24 8.00 IT FACES APP- 2-1/2" ROACHING TRA- PT 0 20 OM-1 ' , 18X18 2.25 FIC HEAD-ON. ' , , ' , ,
21 R1-1 STOP 30X30 6.25 2-1/2" PT
22 BEHIND BARRIER W1-7 • 48X24 8.00 IN HEAD ON 2-1/2" POSITION 0 PT 23 OM-1 ' , 12X18 2.25 ' . ,
'0'
24 X D11-1K BEGIN BIKE 25 X D11-1 ROUTE
26 X R5-3A NO MOTOR VEHICLES
27 X D11-M END 28 X D11-1 BIKE
ROUTE 29 X
WALK 8IKES
ACROSS 30 .. TRACKS 48X24 8.00 2-1/2"
0 PT 31 . , 18X18 2.25 ' , , , , 0
32-35 X CW1-8 fC] 24X30 20.00 2-1/2" PT
..
* SEE SPECIAL SIGN LAYOUTS ON SHEET 115
STATE YEAR SHEET TOTAL AS-BUILT PLANS NO. II EIS
Ai ASICA RS-RRS-M-000S(52) 1987 118 /18 INITIALS: ' . DATE:
CADD REFERENCE NUMBER 87005, 60494F01. TDA
REMARKS NOTE
ALL SIGNS SHOULD BE MOUNTED SO THAT NEAR EDGE OF SIGN IS AT LEAST 2' FROM EDGE REMOVE EXISTING TURN SIGN OF BIKE PATH & 6' FROM ROADWAY.
NO SIGNS SHALL BE CLOSER THAN 15' FROM ~ OF RAILROAD TRACK UNLESS PERMISSION & ADVISORY SPEED PLATE IS GRANTED BY THE RAILROAD. INSTALL SIGNS 1 & 2 ON UNLESS NOTED OTHERWISE, SIGNS SHALL BE LOCATED AS SHOWN ON THE "AD LINE"
EXISTING POST DETOUR. MOUNT BELOW EXISTING RAILROAD TWO TYPE 3 BARRICADES TO CLOSE EXISTING AURORA DRIVE AS SHOWN WILL BE
CROSSING WARNING SIGN * INCIDENTAL TO 115 (11) . MOUNT BELOW EXISTING RAILROAD ALL NEW" & RELOCATED POST rOO "AD" LINE DETOUR MAY BE DRIVEN POST
CROSS BUCKS RATHER THAN SLEEVE TYPE. THE MINIMUM EMBEDMENT FOR POST SHALL BE 4 FEET. MOUNT BELOW EXISTING RAILROAD
CROSS BUCKS
*
MOUNT OM-1 BACK TO BACK ON POST
DETOUR TEMPLATE (BEGIN DETOUR TO "AD" 1+50)
* CD CD®
® ®® @ - - 4 MOUNT ON RELOCATED FLASHER 12" A'. ~ ---- --- -- -----
POST -- ----------------------~-----*
2" ASPHALT CONCRETE ® @ ® CRUSHED AGGREGATE BASE COURSE
BORROW, TYPE A
ffi AS DETAILED. AS DETAILED AND/OR APPROVED BY THE ENGINEER FROM BEGINNING OF DETOUR TO "AD" 1+50.
® ALL EXCAVATION & GRADING BETWEEN BEGIN DETOUR & "AD" 1+50 SHALL BE INCIDENTAL TO ITEM 115(11
RELOCATED FROM JUST SOUTH OF @ GRADING AND DRAINAGE NOT SHOWN ELSEWHERE ON THE PLANS SHALL BE AS APPROVED BY THE ENGINEER.
HANSON ROAD SEE "AD" LINE TEMPLATE SHEET 6 FOR "AD" 3+00 TO END OF DETOUR. ® SEE "AD" TYPICAL SECTION ON SHEET #6 FOR "AD" 1+50 TO END DETOUR.
® PLACE 4" CRUSHED AGGREGATE BASE COURSE IN ALL OTHER APPLICABLE RELOCATED FROM JUST SOUTH OF AREAS FROM BEGIN DETOUR TO "AD" 1+50. HANSON ROAD
RELOCATED FROM JUST NORTH OF THE TAIL OF WYE TRACK
4 POST & SIGNS TRAFFIC CONTROL PLAN "AD LINE" DETOUR
SHEET 2 OF 2 - .- - - ---- --- --- -- -- ---
