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PAYING B CHANNELIZATPON DETAILS
24-26
27 -32 -
SS I - 3
SION SPECIFiCA"11ONS
516NING PLANS
55_4 -R
33 -38�
TC 1 -6 —�
TRAFFIC CCM01- PLAN
vi
INDEX
_
PLAN
.... ,
SHEET
No.
PLAN
REFERENCE
�ok_
TITLE
1
1.4 1
INNEX
: 7
WO. AND MATCH LINE 5HEET REFERENCES, ETC., THROUGHOUT THE PLANT.
ar :.
Y �I __yjqLN1TY
A P
V
DPW
-4
50
NMAAY OF QUETITI&S
N
F OR CONSTRUdfff-
RI 1
ROADWAY SECTIghS
_
E.
Sn I
STRUCTURE NOTES_ is DETAILS
1 7 1 QTP I I QUANTITY TABULATW - ^°EPARATION ITEMS €
14 -16 1 OTT I -3 1 WANTITY TABULATION - TRAFFIC ITEMS
0
PD I
PAYING B CHANNELIZATPON DETAILS
24-26
27 -32 -
SS I - 3
SION SPECIFiCA"11ONS
516NING PLANS
55_4 -R
33 -38�
TC 1 -6 —�
TRAFFIC CCM01- PLAN
PLOT9
s
k
c
1
i
vi
PLAN
REFERENCE NOTEt ALL SHEET REFERENCES, FIRST NOS. OF STRUCTURE CODE DES16NATIORS
: 7
WO. AND MATCH LINE 5HEET REFERENCES, ETC., THROUGHOUT THE PLANT.
G
REFER TO THP ENTRY IN THE PLAN REFERENCE NuMOER BOX.
,
N
F OR CONSTRUdfff-
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PLANS" ONLY
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TAT
FED.AID PROJ.NO.
P OGRAM DEVELOPMENT
.
az
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DIVISION
f491!ftOt State
IR166
IN -1
ES BY
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5TPF- 0169[QF01
tsav p
1 II % "�vi7Y 3
Department OP ir=as't portatIon
AmuisLt10on ims
ENTERED BY
BY
G.J.PARSONS
sae
PROD. ENGR.
GzL jj E _
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DIST, ADM. R. Q. AND RE SON
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INDEX
FAbruary12,1993
DATE
DATE
REVISION
BY
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PROGRAM DEVELOPMENT
DIVISION
STPF- 0169(010)
STA 14704-33
MP 23 68
A61'#ashington State
Deportment of Tronsportotion
0
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MAPLEWOOD AVENUE B.E. TO BR 405
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ENTERED BY
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CHECKED BY G. J. MCKEE
PROD. ENGR.
G. L. MCKEE
+ 7
D15T. ADM.
R. 0. ANDERSON
L iF
DATE
11 DAVE
REVISION
BY
10
2
PROGRAM DEVELOPMENT
DIVISION
STPF- 0169(010)
STA 14704-33
MP 23 68
A61'#ashington State
Deportment of Tronsportotion
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® PLANING ASPHALT CONCRETE PAVEMENT
EXISTING TRAFFIC LOOPS
L f
REMOVE CEMENT CONC. CURB, GUTTER & SIDEWALK
REnxovZ* rA4ffi-P AR&W
3 23 N. R. 5 E. W M. v
BEGIN STPF- 0169(010)
BEGINNING OF PROJECT
MP 23 85
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ac I I
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DOT .ow. m "w" 5 R, e/
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----
IFTAM
FED. AID PROD. MO.
HIGHWAY DIVISION
Aft Washington State
w7wDepartment of Transportation
an 169
+ — 'I�uu . "wom AvuuE &6 TO' A A05
AD-1
Al
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WAIN
$TPF•OI89IOF01
DRAWM CC BERG
CHECKED G J McKEE
Joe Nwnu
33W002
,�..
8
38
PROD. Eiion. G L McKEk
LI Mt. ADM.. R ANDER90N
CONTRACT No.
Y z I L
AWGNWJgDRAINAGE 6 SITE PREP PLAN
s
DATE
REVISION
6Y
APP'
DOT .ow. m "w" 5 R, e/
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°va='r��7re+rxvYOar,. �c:�w�:i�aY�ei:�"'r"`.w.. ".w..T -= �.�two:i1�_'�#^.�e- i:i::'`" 5i�ut;a �tss�aw�ai •'' ;wa•+xn:�"ii+A;�:v.�,...a�.- - a ......,.... Gw..� ». � .,x .�.. .. _. _ _,_ ...- --•• - -
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CURVE DATA 10 'Poo
PI R T L —�
F� APP 8 9122 14 75° 16 00 LT 40 30 84 52 55 SCALE 1N PFET
1492+95.73 8050'5 9 Rr Z000'...1 i5a rr 30891 FOR "A� CONSTR�GTED
PLANS" ONLY
m9m PRO, AID PROA NO, HIGHWAY DIVISION {
DRAWN Cc ER0 WASH �i LYaShiri+�tOn State gq �gg,�, - _ 2
CNECKtO 0J McKEE STPF- 6169(010} -/� Department of Transportavon MARk�Wt Jiil�lirJl6S TqS 7la6'''
PROS, tNOR,O L MCKCE 03WO02 a
$ 01ST.ApM. R 0 A.OERSON cowwTNO. ALIGNMENT,I RAIVAGE a SITE PREP. PLAN 38
DATE AVISION 6r APp Y2,16 am I
DOT PvR>M aarrn
zrsa°rr�rrvaz,�vwm< s� Flow
k
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REMOY£ firnfIrec Amrow -
CURVE DATA 10 'Poo
PI R T L —�
F� APP 8 9122 14 75° 16 00 LT 40 30 84 52 55 SCALE 1N PFET
1492+95.73 8050'5 9 Rr Z000'...1 i5a rr 30891 FOR "A� CONSTR�GTED
PLANS" ONLY
m9m PRO, AID PROA NO, HIGHWAY DIVISION {
DRAWN Cc ER0 WASH �i LYaShiri+�tOn State gq �gg,�, - _ 2
CNECKtO 0J McKEE STPF- 6169(010} -/� Department of Transportavon MARk�Wt Jiil�lirJl6S TqS 7la6'''
PROS, tNOR,O L MCKCE 03WO02 a
$ 01ST.ApM. R 0 A.OERSON cowwTNO. ALIGNMENT,I RAIVAGE a SITE PREP. PLAN 38
DATE AVISION 6r APp Y2,16 am I
DOT PvR>M aarrn
zrsa°rr�rrvaz,�vwm< s� Flow
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CURVE DATA
P1
L
R
T L�
1555 59Z
1512' 14.9
6�° I�00 LT
60001 00 RT
600
550
35472 64071
31765• 576 42
R(
64 °0900 RT
200
125 34 223.93
oti
w-
vr -
1a z1 DRAWN C Cr BERG
CHECKED GJ McKEE
Q1 a in PROJ.INGR.G L Mc{CEE_
rD W N h
DIST ADM„ R 0 ANpER9GY
Q t J
V) O .A
DOT FORM 921.011
Rvw..d Wa
10 WASH
J4i MVMKR
93WO02 STPF- 0168!0101
OWPACT NO
1411E
f/f6i1 rAvcmuv 1 rm-rwn
CONSTRUCTION GMTEXTILE SILT FENCE
PLANING ASPHALT CONCRETE PAVEMENT IOU
SCALE IN FEET ; ; EXISTING TRAFFIC LOOPS
REMDVE CEMENT CONC. CURB, GUTTER a SIDEWALK
L•. • ^•, •',i SEEDING, FERTILIZING,AND M"HING /PCMOVI' 19 ffC AR)FOW
)72= ulr wwev nlul -a1nki
FOR "AS CONSTRUCTED
PLANS" ONLY
Aft Washington State eIa Teo AD-3
Department of Transportation WA"0ft ,'AVENULv'9X,9ff ' W ,
wnr
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ALIGNMENT, DRAINAGE 81 SITE PREP. PLAN 38 y
.SA /6rl
" ' Lie d'&t '` :tliL�" a `'. k."• ..Ar.= *. -�'v` ai kl'i�. '. a • < n"` "' '�'�' s w'e„ '".: i •-
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END REMOVE CEMENT CONCRETE CUM & GI)TTM
END REMOVE CEMENT CONCRETE SIDEWALK, =
STRAW BALE BARRIER 8TA. 1523 +00 LT. T 23 N. R. 5 E. W. M. -
BEGIN REMOVE CEMENT CONCRETE CURB 8c GUTTER GEO�T
E AIL THE BEGIN REMOVE CEMENT CONCRETE E SIDEWALK
STA. 15224-65 LT. /97R 1rJLT - - TYPICAL ><I
EXISTING C4434 "R SIGNEQLL r
STA. 1522'50 C0I45TRUCT'ION INFORMATION
RtGH7 -OF -WRY LINE 15 70' MIN. HAY BALES
(� `+^y/ � F CENTERLINE IN THIS AREA
END STA. 1522 +96 38' LT
OF -wr D REOVEEEN E CI SOIVC.RETE CUI KGUTTER
STA. 150 + 78 LT.
\ BEGIN REMOVE CEMENT CONCRETE SIDEWALK
\ BEGIN REMOVE CEMENT CONCRETE CURB & GUTTER
\ N \ STA. 1521' 43 LT.
•`N \
PT
BEGIN vc vvrvuwVA
BEGIN Sr . 1 I521 + 47 38 LT �
END STA. 1521 X75 38' LT.
/
LEGEND
ads STRAW BALE BARRIER /
Q DRAINAGE NOTE - SC£ d7t'T .W/
row. CONSTRUCTION GEOTFXTILE SILT FENCE
SEEDING FERTILIZING, 1518'1206 PT BK,=
AND MULCHING 616'02 36 PQ . AHD
I� PLANING ASPHALT CONCRETE POWEMEMT
L.
] EXISTING TRAFFIC LOOPS
a 9M REMOVE CEMENT CONC. CURB,GUTTER & SIDEWALK
LL
Q
w
W
a
4
I 10
CURVE DATA
PI
A
I R
I T
L
1512' 14 29
60 001 00 RT
1 550
31755
57612
1517159.86
02° 00 00 LT
1 2996
52 30
IS 4 58
FR-2 7#55
07'08'31"
300
18.72
37.40
M
BEN
t F
i'
U v
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J —
DIiAIIYN
c v, j CHECKED Ca J. MCKEE
o 31 T PROs. ENOR.0 L, MCKEE
- w • DIST ADM . P 0 ANDERSON
° � DATtl
DOT FORM W-011
Ra+MoO flEi
I
d 5o 100
SCALE IN FEET
EXISTING
c�a1N_� �
11
,
it II II �
U II
STRAW BALE BARRIER
STA. 1522 +80
STA 1539 +40RT
1514 +84.37 BK =
Lade 1514 +81.98 AHD
PT
I
r
! ►r \�.� �\�� ice_ 7
a
CONSTRUCTION INFORMAT} \
RIGHT -OF -WAY LAND 15 51 A ;N
FROM CENTERLINE iN THIS AREA
STA 1912.1
CEDAR RIVER
0 CONSTRUCTM'ION GGEOT'EXTILE
UNDER EACH BALE.
CE
I' MIN.
PENETRATION
18"
MIN.
-W- A Fes. AID PWOO. W. HIGHWAY DIVISION
10 wA� Aah. Washington State
Department of Transportation
33W002 STPF- 01691010) '1i
YISK]N
BY APP Z 6
MIN, SPD�AT MAXIMUM OF
IDF . CENTER 10 CENTER.
SUPPORT F19ER FABRIC ON WIRE
MESH IF RECOMMENDED BY FABRIC
MANUFACTURER.
SSRU CTREC' omLE
STAPLES, WIRES, HOG RINGS,ETC.
FLAP OF %U017 MA
D BACKFIL.L -
RUN OFF FU>W
6MN FABRIC
1. "
.
CONSTRUCTION GEOTEXTILE SILT
FENCE DETAIL
NT S
END REMOVE C
END REMOVE C
STA. 1512 0 01 LT
CONCRE CBWB GUTTER
FOR 11AS CONSTRUCTED
F LAM" ONLY
OR 169 . r_4
f1
ALIGNMENT, MNAGE a SITE PREP. FLAN
sR�r��
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k9
Rio
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t528+91.37 PT. BK
all 0131� 1528188.96 P 0. T. AHD.
CEDAR
RIVER
SfA. 1525 36,85
LEGEND
PLANING ASPHALT CONCRETE PAVEMENT
EXISTING TRAFFIC LJDOPS
REMOVE CEMENT CONC. CURIBAUTTER & SIDEWALJ(
CURVE DATA 1p
PI I
---L-- LZI= L
1; RT 1 2.004: J- 25679' 510,6U-
SCAS M FEET FOR "AS CONSTRUCTED
PIANS" ONLY
_j
fSTATI FED. AID PROL NO, HIGHWAY DIVISION
WANW-4 "m wk Washington State AD-5
SI fffr- -111OWD AUE CHECKED 0 J MCKEF Departnwnt of Transportation -WW-
mo. . 0. LNell.r. L-Mr_KEE 9,SW002 ITPF-0169(0101 lz
ODWRA= ALIGNMENT, DRANAGE 6k SITE PREP PLAN
DATE REVISION BY APP" v 16
— �w -- -- J—
DOT F'"'ll
mewmed W&I
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4
4
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Rio
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all 0131� 1528188.96 P 0. T. AHD.
CEDAR
RIVER
SfA. 1525 36,85
LEGEND
PLANING ASPHALT CONCRETE PAVEMENT
EXISTING TRAFFIC LJDOPS
REMOVE CEMENT CONC. CURIBAUTTER & SIDEWALJ(
CURVE DATA 1p
PI I
---L-- LZI= L
1; RT 1 2.004: J- 25679' 510,6U-
SCAS M FEET FOR "AS CONSTRUCTED
PIANS" ONLY
_j
fSTATI FED. AID PROL NO, HIGHWAY DIVISION
WANW-4 "m wk Washington State AD-5
SI fffr- -111OWD AUE CHECKED 0 J MCKEF Departnwnt of Transportation -WW-
mo. . 0. LNell.r. L-Mr_KEE 9,SW002 ITPF-0169(0101 lz
ODWRA= ALIGNMENT, DRANAGE 6k SITE PREP PLAN
DATE REVISION BY APP" v 16
— �w -- -- J—
DOT F'"'ll
mewmed W&I
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SECTION 8 SECTION A
PROGRAM DEVELOPMENT Washington State $11169 , I SN-1
DIVISION ftportment of Transportation
STRUCTURE NOTES & DETAILS
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