Plans 0
1
[ :oi:I i rs. x6 TIMBER 6
2 -34' DIA x 10' S C L--1
BOTS WITH ,. ,, c,-' 72 ,5 97PE
I i AND L WASH RSNFOR CA' Q' I $Cc _._,....__ � v-.Q ,D 'f � 0r-,.� /*-
RAILS (TYP} ; v e _ O
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. ®i a e 2x92. TIMBER 3 EXPIRES 06/30/10 ( V 2x6 TIMBER Rggq��� �' DECKING (TYP)
ST EMBER
STRINGERS (TYP PROJECT NUMBER
.3 EXTG ANGLE IRON XX)0(
(TYP) a IF TO REMAIN (TYP)
1 4' -8' N DIA x 12' BOLTS W1TN NUTS A
— 3 DECK SCREWS, CONNECT AND MALLEABLE WASHERS TO F
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/ 62PERBOARD : CON NECT STRINGERS AND ANGLE ���\ : , ' LE 6•} '�
.A , .tA,A,i_ <AA, ___
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1 [ VARIES VARIES
EXTG CAnLEYER / 2x4 EMBER CROSS
3,' DIA x 12' BOLTS WITH NUTS TIMBER BENT, BRACES. TOE NAILED z
AND MALLEABLE WASHERS TO TO REMAIN (TYP) / TO STRINGERS o
ATTACH POST TO STRINGER (TYP) p2 ,, c , 00 6--
1
TYPICAL SECTION City Of Tigard .....,
SCALE: 1' = 20' R 1
GENERAL NOTES;
•rived Plans - ° �
1. BRIDGE IS DESIGNED FOR A PEDESTRIAN LIVE LOAD OF 85 PSF WITH NO ALLOWANCE FOR r� ��
VEHICULAR LOADING :1116 1 Date 1. Date I (" $ a
2. PROVIDE PRESSURE TREATED DOUGLAS FIR (NON - LAMINATED) TIMBER CONFORMING TO NO � J F i
2 GRADE OR BETTER, ACCORDING TO WCUB RULES BENT SECTION ° ° O z
•
0 3. PROVIDE ALL BOLTS AND WOOD SCREWS ACCORDING TO AASHTO SPECIFICATION M314, I SCALE: 1' 20' ¢ o N
GRADE 35 (ASTM A307) AND /OR AASHTO M314 GRADE 105 (ASTM A449) I a
r � i
co
4. ALL BOLTS AND BOLT HARDWARE TO BE GALVANIZED H*0 PiPf'C r x
0 I— ci
OFFICE COPY -I a O S. DECK SCREWS SHALL BE RED `PHILLIPS II SQUARE MINE SCREWS (OR APPROVED EQUAL) - BY ATE
6. INCISE AND TREAT SAWN MEMBERS WITH ONE OF THE PRESERVATIVES USED IN SECTION DRWN PDT 07/0
021 OF THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION 2002 IN DSGN POT 07/08
ACCORDANCE WITH APWA SPECIFICATION C -2 - TTC IC' 6 ' -4x12 TIMBER BLOCK CHKD 08/08
0 7. 2x6 RAILS SHALL BEGIN AND END AT MID -POST ONLY, EXCEPT AT ENDS OF BRIDGE, RAIL FOR RAIL POST WHEN
SHALL EXTEND FLUSH TO EDGE OF POST STRINGER IS INSET FROM
8. CONTRACTOR SHALL NOT ALLOW ANY DEBRIS, EQUIPMENT, PERSONEL, ETC. TO CONTACT
'_ EDGE Of DECK
CREEK
60 -9`t 2x12 TIMBER DECKING w
14'f 15 15' -3't I 16' -3'# 3i' DIA x 16" BOLTS WITH NUTS AND Y MALLEABLE WASHERS TO CONNECT ❑ 0 Z
T
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RAIL POST (TYP)
I' 44 DIA x 12' BOLTS WITH NUTS 2x12 TIMBER 4x12 TIMBER STRINGER
AND MALLEABLE WASHERS TO P Tx TIMBER BLOCK FOR RAIL DECKING (TYP) •
CONNECT STRINGERS AND ANGLE (INSET FROM DECK EDGE)
GLE PLAN POST WHEN STRINGER IS INSET 6 -334" DECK
IRON (TYP) FROM DECK EDGE (TYP) SCREWS PER DECK I POST BLOCK DETAIL
SCALE: 1' = 100' SEE POST BLOCK DETAIL BOARD (TYP) 1
SCALE: 1' = 10'
LI
�,
d ` X" DIA x 6X" CARRAGE BOLTS
" WITH NUTS AND WASHERS FOR
RAILS (TYP)
I" 1— (
1v° 2x6 TIMBER RAIL
(TYP)
•
4X6 RAIL POST I T III
SECTION A -A
SCALE: 1" = 10'
6' (TYP) 4x6 TIMBER RAIL POSTS,
4' -0 SPACING (TYP)
A 2 • 2�6 Z, • f L 6
2-,Y DIA x 6)i"
CARRAGE BOLTS WITH t1 7i - .,
NUTS . () Y -
Iin. 2x6 TIMBER RAIL (TYP) � ' � '
A fcLyr
1 ' . 7 5'5
3Xi" DCK SCRWS,
6 / PEEE
2 MID-DECK '1. 1 / �J ,7
X i___ /
•
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N" DIA x 12" BOLTS WITH NUTS
AND MALLEABLE WASHERS TO ` � ` Q1�p PROFF
ATTACH POST TO STRINGER (TYP) ' - liNi�F94 ,
TYPICAL SECTION cc.. 72597PE � 9 �`.
SCALE: 1" = 20' - 'iLe b T ci -, ,
OREGONV
(� GENERAL NOTE: EXPIRATION DATE:
1. ALL BOLTS AND BOLT HARDWARE TO BE HOT - DIPPED GALVANIZED ���
•
/ -2x6 RAIL
BRIDGE DECK ° 4x6 RAIL POST CONCRETE /6LVTH SOIL OR
{3 CRU ,,, ROCK ._ . / "" ,,A•' -2x6 PRESSURE
TREATED TIMBER
-c--'' ` 4x4 PRESSOR TREATED
"POST
•
•
EDGE \OF EXTG.
PAVED' :PATH
—1 ‘
EASTERN BRIDGE END
PLAN
SCALE: 1" = 20'
X" DIA x 6" CARRAGE BOLTS
L3 WITH NUTS AND WASHERS FOR
3 /�' -2x6 PRESSURE RAILS (TIP)
M / TREATED, TIMBERS (TYP)
r. 0
/
Y" DIA x `7," GARRAWE BOLTS
WIlidENOTS AND WASHERS FOR :
RAILS (TYP) 3 ,
B' -4x4 PRESSURE
TREATED POST \ 2't
, 1 fi
0 3" 3 O
B
0 (TYP.) 0
BRIDGE DECK
EXTG.
5 HEADBOARDS
BA'Gl,CFIL EHIND EXTG.
4 ) HEADBO WITH SOIL OR
( CRU$F(Et's>, ROCK
`
EXTG- GROUND
(. ,
9
" ° ,63'f
CONCRETE -
a
r
EASTERN BRIDGE END
SECTION
j SCALE: 1" = 20'
GENERAL NOTE_ •
1. ALL BOLTS AND BOLT HARDWARE TO BE HOT DIPPED GALVANIZED
�%� PRO
D I 597F
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- OREGON
rz
-9 'C 14 9 -- 0
D. TAB
L �` 2x12 11MB:R
DECKING (TIP) " EXPIRES 06/30/10
4x12 TIMBER PROJECT NUMBER
STRINGERS (TIP) XXJN(
EXTG ANGLE IRON
", TO REMAIN (TIP) N
i' DIA x 12' BOLTS WITH NUTS R "3
AND MALLEABLE WASHERS TO
ONNECT STRINGERS AND ANGLE 01 - S/:.. _ )#( - ,-,
IRON (TIP) 6't
Ear c"
()
l it .t ii i ' it if -
r� ; ,
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EXTG CATILEVER 2x4 TIMBER CRO •
TIMBER BENT, BRACES. TOE NAILED z
TO REMAIN (TYP) TO STRINGERS g o
Existing column 1 U' O 08 , �
0, N
�t� l r0i
/ U
BENT SECTION . ° ' Z
SCALE: 1' = 20' M U
4x12 braced with 3 "x4" steel angle bar ° Q
on each end with 6" lag bolts, 2 per leg BY ATE
DRWN r0T 07 /95
DSGN POT 07/08
6' -4x12 TIMBER BLOCK CHKD Rw 08/08
FOR RAIL POST WHEN
STRINGER IS INSET FROM
I r . _ EDGE Of DECK
1 - 2x12 TIMBER DECKING .
CD 0
�' DIA x 16' BOLTS WITH NUTS AND Y 0 0 Z
16' -3't 1 MALLEABLE WASHERS TO CONNECT L S j - F CI
4' I STRINGERS BLOCK AND POST (TYP) 1.1.1 m o m I' -
1 (TYP) - I
mi mg I. U Z 0 Q m
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i 4x12 TIMBER STRINGER
2x12 TIMBER (INSET FROM DECK EDGE)
DECKING (Ti?)
DECK , I POST BLOCK DETAIL
.. SIRE SCREWS PER DECK
BOARD (TIP) SCALE: 1' = 10' /
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HEADBOARDS
1
BOARDS 1" T A. ATE
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STEEL__PIRE
- 8 '
it
. si . EXTG. CANTILEVER I
TIMBER
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8
8 '
8
11
RP• •
'
a
BLOCK SPACE, NOTCH NEW COLUMN OR
BOW CANTILEVER TO FIT CANTILEVER
AGAINST COLUMN (BLOCK SHOWN)
BRIDGE ABUTMENT
PLAN
SCALE: 1" = 20'
SHEET OF FELT PAPER
12 . ..7 - ___ . e . 6 , -
p, ATTACHED TO TOP OF
W DIA. thetAlt PILE
BLOCK SPACE, 449•T8H-1411-80UMN.
41MBER-PIL-E- -OR BOW CANTILEVER TO FIT
EXTG. -
•
. -
HEADBOARDS - - ' -
CANTILEVER AGAINST
I , .
- -
, t!. , 1 EXTG. CANTILEVER
A
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_1 ,_ —
............./ x 22" LAG BOLT
0 WITH MALLEABLE
WASHER
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. IMMO
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- - •
11" ID x Z THICK CUT OFF TOP OF
STEEL PIPE .,.... EXTG TIMBER PILE 4.--
• ..A c... a f--P Xi 4. 5 7 4.
• •IC -o" 1
i I, f'cATE.
,
1 . 1 Cryp .) I ...... AS DIRECTED
------ _ _, _
-- --- ----7-- . -- - I i :
(TYP.); Ji" DIA x le BOLTS WITH NUTS
EXTG. GROUND EXTG. TIMBER PILE : ,
AND WASHERS (TYP)
. '
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•
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BRIDGE ABUTMENT
ELEVATION
SCALE: 1" = 20'
,,..
GENFRAI NOM
1. ALL BOLTS AND BOLT HARDWARE TO BE HOT-DIPPED GALVANIZED
2. BOTH BENTS SIMILAR
3. TREAT OPEN ENDS OF SUBJECT PILE (OLD AND-NEW) WITH "JASCO COPPER CLEAR
TERMIN-8" WOOD PRESERVATIVE OR APPROAVED EQUAL
II
CITY OF TIGARD •
6 TAYLOR'S FERRY
• OREGON .
lip .
• ,..
N RD . ,
PLANS FOR PROJECT 6R RY . ,
t
TIGARD STREET ry NDRT 111 11) , 1/4, ,....,._
sook..,5 , OAK° ._,
''
PEDESTRIAN I ®GREPAIR BA RROWS � ('r 1� STREET to
k
1 \ BUS AIO Vin :EET MCDONALD
UryT V4' RD R BON/TA '
m TO BE SUPPLEMENTED BY THE CITY OF TIGARD DESIGN STANDARDS DATED JULY 15, 1998 _BEEF BEND RD• � DURHAM
1 11 11
11 Ri
Project Location
VICINITY MAP
N INDEX OF SHEETS
o
i NO_ NAME TITLE
o (" 1 1 Pedestrian Bridge Rehabilitation
ilk 2 f
( 2 EC 1 Erosion Control Plan
a 3 EC2 ' Erosion Control Details
• o
W
W Tigard Street
O
-, m
2 /
Q
0 2 t
o
V. w Project Location �``�
'''''''''':\
w
n ,,,,,,._
w / o � \ O TIGARD
0 o �� cm Approved di
> unaily� Appi re8� f ]
. W r t See Letter to: Fallow...,.....,,,»„.. t i
c—
° m Mead Street "'� ' ' . �� 9 0 -00
ti o Katherine Street ��
a LOCATION MAP
'g
o k
L ry
CL o U
OFFICE COPY
IN II: t PROF F
v` o ATTENTION: Oregon low requires you to follow rules I << ED
• - 3 R, adopted by the Oregon Utility Notification Center. Those j �S G 1 N £ /O 2
o
. ,� rules ore set forth in OAR 952 - 001 -0010 through OAR ] 3106PE
2 5 952 -001 -0090 You may obtain copies of the rules by
coiling the center. (Note: the telephone number for the
z Oregon Utility Notification Center is (503) 232 - 1987). , /
L,06 OREG S / PROJECT D SICN 73VERSIGI-lr APPROVAL 6�
�• J ATT ENTION: Notify NW natural at (503)220 -2415 when � 9 •°"• CAPITAL CONSTRUCTION AND
= excavatin within 5 of on existing high
pressure gas
o g ' g g
o co . ; , -, main. Y \0 �)1L�`!/ N 4 i � � _ /� 19 • �� GINEERING MAMA F- TRANSPORTATION DIVISION
2 `� Alt CALL BEFORE YOU DIG N . N G �� 08 �' 13125 S.W. HALL BLVD.
a 1 - 800 - 332 - 2344 BID DATE TIGARD, OREGON 97223
h MICE. 503- 639 -4171
EXPIRES L? /31 /.Q.oj� M08 -08 06551 r - FAX: 503 - 624 -0752
PROJECT NO. FILE NUMBER -7 YMICI j WNW. TIGARD—OR.GOV
f
I le
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6' () �x6 RAIL (TYP) E , S k•NG' NF /�
2 -3 DIA x 10' .t' �' 72,597PE r
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BOLTS WITH NUTS aL i �� Q • �� "P�Q `�
AND W RAILS (TYP) 1 . ` p i — II ®�- F . `. OREGON
.J I —
(rap) G � D. TAP
P E I c ° Ad � < , 2x12. TIMBER .1 EXPIRES /30/ x6 TIMBER RAr (T1') t
�ft t p , �' li
,� 4x12 TIMBER
f ` DECKING (TYP) 06
I VV \ `/ l STRINGERS (TYP) PROTECT NUMB 10 ER
2
3 "1 EXTG ANGLE IRON
e 1' i�T YP) 1 e •1' TO REMAIN {IYP) 1 y „ /� '. 4' -8° Y4” DIA x 12' BOLTS WITH NUTS 3X" DECK SCREWS, AND MALLEABLE WASHERS TO �_ __ Q 6 PER BOARD: ' CONNECT STRINGERS AND ANGLE . .I 8 .k it
e !� 2 EACH END IRON (TYP) 6't r•r '� 2 MID -DECK I 9 •k ( ) F
� _ / s § 2 X T ---: '4 ) 1 . 2 )( 1 <; I .. kde
� � — -f:. - -� =!I R
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VARIES VARIES -
Y4' DIA x 12' BOLTS WITH NUTS EXTG CATILEVER 2x4 TIMBER CROSS
AND MALLEABLE WASHERS TO
'TIMBER BENT, BRACES, TOE NAILED
o
ATTACH POST TO STRINGER (TYP) TO REMAIN (TYP) / TO STRINGERS a o
TYPICAL SECTION
° d
GENERAL NOTES: SCALE: 1' = 20' n
N. ^mss
1. BRIDGE IS DESIGNED FOR A PEDESTRIAN LIVE LOAD OF 85 PSF WITH NO ALLOWANCE FOR
VEHICULAR LOADING 8 o a
\F ''
2. PROVIDE PRESSURE TREATED DOUGLAS FIR (NON - LAMINATED) TIMBER CONFORMING TO NO.
2 GRADE OR BETTER, ACCORDING TO WCUB RULES __- BENT SECTION 8 test; p
f' a
3. PROVIDE ALL BOLTS AND WOOD SCREWS ACCORDING TO AASHTO SPECIFICATION M314, SCALE 1' 20' < o v - '
0
GRADE 35 (ASTM A307) AND /OR AASHTO M314 GRADE 105 (ASTM A449) --- f
4. ALL BOLTS AND BOLT HARDWARE TO BE GALVANIZED y irccr P /PP-EP d ¢ O
5. DECK SCREWS SHALL BE RED 'PHILLIPS II SQUARE ORIV" SCREWS (OR APPROVED EQUAL) BY ATE
6. INCISE AND TREAT SAWN MEMBERS WITH ONE OF THE PRESERVATIVES USED IN SECTION DRWN ?ur 07/08
• 02190.10 OF THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION 2002 IN DSGN PoT 07/08
ACCORDANCE WITH APWA SPECIFICATION C -2
6" -4x12 TIMBER BLOCK CI-BCD n... 08/08
7. 2x6 RAILS SHALL BEGIN AND END AT MID -POST ONLY, EXCEPT AT ENDS OF BRIDGE, RAIL FOR RAIL POST WHEN
• SHALL EXTEND FLUSH TO EDGE OF POST STRINGER IS INSET FROM
V 8. CONTRACTOR SHALL NOT ALLOW ANY DEBRIS, EQUIPMENT, PERSONEL, ETC. TO CONTACT
CREEK
E.
- 60' -9'f . _ EDGE .OF DECK 2x12 TIMBER DECKING
W 111
14'± t 15' -3 "f 15' -3't I- 16' -3't .. 4/4" DIA x 16" BOLTS WITH NUTS AND Y 0 0 Z
MALLEABLE WASHERS TO CONNECT 0
J STRINGERS BLOCK AND POST TY" W Crl o
I
INSET STRINGERS - ' - I h (r.P)
Z Et Ce m
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L
I i INSET STRIGERS - - - - ' ' , i ' J i _I) A
BENT 1 BENT 2 BENT 3 RAIL (TYP) BENT 4 BENT 5
RAIL POST (TYP)
■
4x12 TIMBER STRINGER
° DIA x 12" BOLTS WITH NUTS 6 -4x12 TIMBER BLOCK FOR RAIL 2x12 TIMBER (INSET FROM DECK EDGE)
:
AND MALLEABLE WASHERS TO POST WHEN STRINGER IS INSET DECKING (TYP)
CONNECT STRINGERS AND ANGLE PLAN FROM DECK EDGE (TYP) 6-374" DECK •
IRON (TYP) SCREWS PER DECK = I POST BLOCK DETAIL
SCALE: 1" = 100' SEE POST BLOCK DETAIL BOARD (TYP) SCALE: 1' = 10' f
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Project , 1 .,,, ,•-, „,-,, ' Subject --- • c' ' - v .: c Sheet No. of
Job No. ...._..0 ,-/ 7,„ (-. 7 Prepared by ° 1 ..-) T Date lip://i Checked by_ , Date
_____ _
.
4
•
r
�� PR Of Off
B (TYP) 4x0 TIMBER RAIL POSTS, I . Q. Nte I
4' -0' SPACING (TYP) - " 72,597PE
2 - )4' DIA X 10" { � p ...�_
BOLTS WITH NUTS D �7 "
AND WASHERS FOR - - ' � OREGON
RAILS (TYP) l 1 � - - - -- - - "- - 1 � - DECKING (Eire) E XPIRES 06/30/10
2>f6 TIMBER RAIL (TYP) • STRINGERS (TYP) PROJECT WARIER E XTO ANGLE IRON . 1000 " () TO REMAIN (TYP) N r )5 DIA v 12" BOLTS W11H NUTS _ AND MALLEABLE WASHERS TO
8 P DECK SCREWS. CONNECT STRINGERS AND ANGLE A�ip �illif '� I1 ( ) i� B E2 EDQID . IRON (TYP) 2 1 \ I e ' 3
.' 2 MID -DECK 1' - - ._ _L ' _ 4..) A FE TYP IMMIIIIIIHNIMENIIIMPIIIIIMMIII F in
1 r , 31`111
VARIES / VARIES
41' DIA WITH 12' BOLTS NUTS EXEC TIMBER BENT, 2a4 S. TEE CAGED
AND MALLEABLE WASHERS TO TO REMAIN (TYP) BRACES. TOE NAILED
STRINGERS
ATTACH POST TO STRINGER (TYP) S i S Y / °
TYPICAL SECTION jj
•
C,ENFRAL NOTTS
1' 4. 20' S p
I. BRIDGE IS DESIGNED FOR A PEDESTRIAN UVE LOAD OF 85 PSF WTH NO ALLOWANCE FOR
VEHICULAR LOADING
2. PRONDE PRESSURE TREATED DOUGLAS F1R (NON - LAMINATED) TIMBER CONFORMING TO NO. a /
2 GRADE OR BETTER, ACCORDING TO WCUB RULES __ BENT SECTION 8 )5 11 g
l -
3. PROVIDE ALE BOLTS AND W000 SCREWS ACCORDING TO MSHTO SPECIFlCATION M3I 4, I SCALE: 1' 20 F _
o
GRADE 35 (ASTM A307) AND /OR MSHTO M314 GRADE 105 (ASTM A449) r � I I-n d. i
4. ALL BOLTS AND BOLT HARDWARE TO BE GALVANIZED i�'r ti1)p c-Ei
~O .. z
5. DECK SCREWS SHALL BE RED 'PHIWPS II SQUARE ORIY SCREWS (OR APPROVED EQUAL) BY ATE
B. INCISE AND TREAT SAWN MEMBERS WITH ONE OF THE PRESERVATIVES USED IN SECTION DRWN NIT 07/C6
02180.10 OF THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION 2002 IN DSON Pot 07/a
ACCORDANCE YAT11 APWA SPECIFICATION C-2 6" -012 TIMBER BLOCK CHIm R^' Wm
7. LB RAILS SHALL BEGIN ANO END AT MID -POST ONLY, EXCEPT AT ENDS OF BRIDGE. RAIL FOR RAIL POST WHEN
SHALL EXTEND FLUSH TO EDGE CF POST STRINGER IS INSET FROM
EDGE OF DECK
B. CONTRACTOR SHALL NOT ALLOW ANY DEBRIS, EQUIPMENT, PERSONEL, ETC. TO CONTACT _ FI CREEK I 2,12 RIMER DECKING w
6O' -9' W
1 {'t I IS' -3't I 15' -3't I I6' -3'2 I DIA x 18" BOLTS Wins NOON NECT AND
MALLEABLE WASHERS TO CON -� Y Cl O
I I I I (TYP) I STRINGERS BLOCK AND POST (TYP) —
W m ~ ct
m Q
i i d cc ° " � _
J
I I I °I
z
INSET STRINGERS —I -.- (TYP) I L __ _ _ -� Z D ES
1 r -" .. .. .. -__ Q W W W
INSET STRINGERS .. .. - .. `I. ill Cl II' I. LL Q Q .
W
I J
BENT 1 BENT 2 \_ BENT 3 RAIL (TYP) BENT 4 BENT 5
RAIL POST (TYP)
2,12 TIMBER 4X12 TUBER STRINGER
DIA a 12' BOLTS WITH NUTS 11" -012 TIMBER BLOCK FOR RAIL DECKING (TYP) (INSET FROM DECK EDGE)
AND MALLEABLE WASHERS TO PLAN POST WHEN STRINGER IS INSET 8 -3Y." DECK
CONNECT STRINGERS AND ANGLE FROM DECK EDGE (TYt) SCREWS PER DECK POST BLOCK DETAIL
IRON (TYP) SCALE: I' - 100' SEE POST BLOCK DETAIL BOARD (TYP) SCALE: 1" - 10' I
.1