HomeMy WebLinkAboutCEDAR RIVER TRAIL EXTENSION 1995REGION NO.
I STATE
I FEDERAL PROJECT NO.
SHEET NO.
10
WA.
STPE-0169(011)
7 OF 7
45_ + + +
40 + + +
35 I + + +
t 1 1 r
0 0 0
1
60
55
50
45
40
35
55
50
45
40
35
No. I Dote j By I Ckd. I Appr.
C3
0
a
a
W
=T
z
?
z
+
Z
u
�+
W
+
f
tx
+
+
+
+
+
0
0
o
0
0
Cu
V
%0
co
CROSS—SECTION "C"
HORZ- 1°-20'
VERT- 1°-10'
C o ti C, o m
CROSS—SECTION "B"
HORZ- lv-20'
VERT- V-10'
0
a
a
+
+
+
+
+
+
+
+
W
+
+
+
+
+
+
+
+
+
ae
+
+
+
+
+
o
+
+
+
>
z
Z
W
~+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
o
0
0
0
0
0
�
01
.
m
CROSS—SECTION "A"
FIORZn 19-20'
VERT, 1•-10'
Revision
PARKING AREA
(GRAVEL)
9E'D7Cfz i/� T�''N , i % ��o� f= I LTF_F--
2" -
1 I
{/ H of /�,f i�% \ L
'L. P
M�!)P,�LLS
° C ° 1 CIA i� L DIST'uRD P y
Iro
A�aN 1 n 6 0 0 1 2'
` \ J l.�i►�.A11�V15I �y
O 0 RAILROAD f CONC ►OGE SUPP r,T �WNE C
�IE D AIL
CONC FOOTINGS (TYP.)
1 I
\• ` .::1:...::.::, ` i TRUSTLE SUPPORTS (TYP.)
' 9
MUDW IN
"B° PtD59 l
OF 5!,✓Pt� �\�� s° ---
IN. ----------- _--
wqr R ,(ISTi Na fZJ P-RAP
C—AV5 Q FFOTF� T4200
,
°A° +N E0701070
A 0
SITE PLAN
ASCALE 1.- 20.
0 -DECIDUOUS
T -METAL SIGN POST
N
�-- STEEL SUPPORT — EXrzDnN4
CONC
FOOTING - 5XITINrq
D�AAA(C E� FZVI51
�)Y
(aANON , CfU)I13INCa A! B A--
-
►-( O`i�� S
PAP A7
y Phu. �Iu.
--- -�--
r"Acle 0H
IJTTFf (U
PLAAtr llN
llofp5
60MPACT 5U6'aRA0E
--�_ •���
; ?� 13
PLA(�t MAC4
BF1IDGE FOOTING DETAIL
M,1�7:IAL
pi� �61_
NTS (LOOKING SOUTH)
�
20 10 0 20 40
SCALE IN FEET
HORIZONTAL DATUM, ASSUMED
COORDINATES, BASES OF BEARING
SR 169. CENTERLINE MONUMENTS.
VERTICAL DATUM- NGVD 29
NOTE- SURVEYED 2-11-94
Cornus stolonifera Red Twig Dogwood I K-24 ht. Bare -root Prints.
30" o.c. triangular spacing; typical.
Salix scouliana / Scouler Willow Rooted cuttings - 24" lengths.
30" ox. triangular spacing; typical.
SURVEY INFORMATION PREPARED BY INCA ENGINEERS
Approved By: 1 %CA 1f%C' %r1f1P% NCO FORS
Bellevue, Washington
Drawn By Date Checked By Date JONGEJAN • GERRARD • McNEAL
MRC 2 94 MCR 2 94
Designed By Date Approved By Date
MRC 2/94 MCR 2 94
f,�UARf Z� SPALL. FILL
-- �- _ - V_
_tD0
COMB
�
LJUKII-5 A3 KOTIEP
FRONT ELEVATION DETAIL
SCALE 1'-10' (LOOKING EAST)
EXroTINO R•R. 5KIZt:�E
— �X ISTIN C CONC. NCB
_-EXIS7NC1 RIP -RAP AND
T LP4N_, PA4r
��
VI GUTT(H4'5 IN
ELEV-47.99
STATE OF
WASHINGTON
REGISTERED
JONGE)AN -GERRARD'McNEAL
Incorporated PS. Landscape Architecture 23103rd Ave N.E.
Urban Desqn Bellevue. Wk 98004
Planning 206.454.5723 CERTIFICATE NO.
Sale: CEDAR RIVER TRAIL EXTENSION
AS NOTED Sheet
TEMPORARY SLOPE PROTECTION Of 7 OF 7
Job No. MEASURES
9401401
UND15TURbE.D 501L 2"A4"I0UGLA5
—OR CUMPACTI=.D FILL FIIZOR ff62134L
Nib FILTER FA5RIG
- I
MATERIAL. F
a
III111 WASHED <WAVEL I
mql III 11/41, MINUS
I HT
� J IIIIJ too= 1 � III cllllIII
2" JC2" A 14''6A. gull
WeLDED WIRE FA821C a VI�IIIu�II
02 FOL AL .(OP'T I OKIAI-)
FILTER .FABRIC_ MATERIAL
M12AF1 100A DIDUM OR STAPLES OR g
EQUIVALEfJT. WIRE 2IK156(7YP) Cn"
TYPICAL C2055 SECTIOKJ
�-
1I AD01'TFD
CITY 01: It I. N'I ON
Dolt
I`I rI N!1 L•N.t,
I C
Rill z
U 1=In_�il� ui_ m lull_ _Mif�1 I� I — i �- 1
I =
- 1 1 Itir "I �i` 401
II II (I I N
i LI LI U 8..
eLUVTIT I Qki
M W E5CJTTOM OF FILTER f=AfWG
AM12-04. bN S'x6"T12ENCI•J
-O'�_Typical Filter Fabric Fence
1 1% N.T.S.
A� rr-A.cL t_p1�
Silt Fence
SADOPTED
CITY OF RENTON
STANDARD PLANS
LST DATE: 1 -Jun-89
DWG NAME: DR•03 SP PAGE: D018
To DPI N
:3EGTloE-{
Ci t3E�NC+1 pro`VIT��T> t5( ANb
INS7P�L l- D �Y 'oNT( ABC -
To W761r_1? T AI L
Co % Cs Y. lD lnA W.W.M.
Gc`7f 4C . S LA13 w/ LT.
1j1 ML-OW fN.
GONG_ M-r- MAWW,
R�Typical Concrete Slab for Bench
L % N.T.S.
A G.
IY' C� EYEgoLT WiEr_LVED TO l%2i,.
A N D CAF - V? I7714 Ei-!1�5 ') TYP
I YZ 95 5644. 40 STI✓EL F[M
GfALV. ENT(r-IF- A5SEt'(BLY AFTr--f--
FAt3V_(GaTlot4. ►N5-rALL TTIIS WAY
oN Ly. .
`1- C,0o C- SLAt3 W/ LT far-. Ffw15 —
Sing � G�. IzOGfL gf�`�
COf�fC. �C70ilNLI J
PEt3Ar WE( b
To FIFZ---
GOMtW,T '5 gZWAVt5,
St �_7GTI dN
Typical Trash Receptacle Tie -Down
N.T.S.
11;A thr r, ;, ;cv rod
over top of End Section.
Side tugs to be bolted
to End Section
t
Side Lug
End Section / i—
CONNECTOR DETAILS
Edge of End Section
sheet rolled snugly MIN %s" D1A Galvanized
against steel rod Steel Rod or No. 4
Galvanized Reinforcing
Bar
(Approx.)
SECTION A -A
See nd Treatment of
SafetyBors'• ITYP) �
m
Optio
Exton
CROSS ROAD DRAINAGE STRUCTURE
Reinforced Edge Full------,
Length of End Section Slope
�NAx
)See Section A-A)DIA Carriage
Head Bolts (TYP)
ID — Safety Bars (TYP)•
x�to L
SIDE VIEW
011
3' max.
We
f
I N
V)
v
a
o_
• Number of bars required
will vary depending on
the length of the
End Section
QD.
3' max. /Llmils of pipe
cormcc t ion —.
�b /
0.15 O.D. min.
I Limits of
of pipe
\ compaction ..•. .�....�..
l
l;.owel bockflll
for pipe bedding .
i Gravel Dockflll for
1'-0• for diomelers 12- t rovo 42• toundotlonz when specified
DIA Carriage
Head Bolts (TYP) DESIGN A
(For Metal and Concrete Pipe)
DIA Hex Head Bolts (TYP)
LEGEND
PIPE COMPACTION ZONE
- ® I. Bockfill material placed In ON loose layers
and cornpocted to 95% maximum density,
S 1/4
.. x I" Slots ( TYP) 2 Waf Sod B or C compaction.
3" Galvanized Pipet Flatten end,
then bend outside 4" to match
end section sides. NOTES:
END TREATMENT OF SAFETY BARS 1. Pipe compaction limits shown on this pan are for pipe construction In
on embankment. For pipe construction In a tench, the horizontal Smite
of the pipe compaction zone shalt be the walls of the trench.
2. All steel and aluminum pipe and pipe -arches shaft W Installed In accord-
s ons once with Design A.
METAL ENO SECTIONS FOR CIRCULAR PIPES
Pipe
_MIN
Thick
OltnensI
ns (Inches)
Den
DIA
I n.)
In,
oge
A
H
Y
overall
Yldth
Slope
Length
1 n.l
Slope
Length
(In.)
15
064
6
0
21
37
41l
40
,
21
06,
E
21
43
,il
064
16
E
30
46
4t1
30
.109
12
12
9
36
60
Ali]
p0
611
0
)Typical Culvert Inlet / Beddin
L l N.T.S.
9,&-1uHe WIH(o1--& _ -
-T�r r-iHlsl-+G9.1i-Dr-p-SPf+4L OF- C91�5HEV 900 -
-o �5 R-�P I Z� O.G.Z-
z _
� � • , #5 �-EC'�� I ZOO. C,,
— O 6
HoT�:: ovt:_-� HoF4zoHT,,&4.. M I H• 121 PAL4- nW-T10H
Section -Concrete Abutment/Wing Walls
E N.T.S.
�I GLEAr- TO
� [rxf, Our.. Doer
1 i w
pn
-1•I,1••1 .".• 1 Duroal fwl..q•
rut I po,t Pr n pmr
t - top rill
`
`- jl.7,
Sl�nl. r,.�
— CI Kr�n II,• IulN it
In•
Or ace roll
�
�—Brace roll
Truss root
I•n. ion •Ire
Iru,s r(M
:T.i•e•e
/
ow
barbed selvage
CONG. FTA.
CHAIN
LINK
FENCE TYPE I
Chain Link Fence - Type 1
N.T.S.
i-L-A4l
CHAIN LINK FENCE
STANDARD PLAN L-2
lw1 I.r 1 lM.t.
G� Typical Culvert Outlet Protection
N.T.S.
JONGEJAN •GERRARD•McNEAL
Incorporated PS. Landscape Architecture 23 103rd Ave. N.E.
Urban Design Bellevue. WA 98004
Planning 206.454.5723
STATE OF
WASHINGTON
REGISTERED
CERTIFICATE NO. O I
ccarnenu n enue rur a, one
�o
nE
�r f •e e�
69 f f to
A
�leG -
VN
TYPICAL ASSEMBLED GABION
Double loop
1ND,.bl'.
loop
loop
LACING DETAIL
Tie wires will encompass
` --" al and 2 horizontal
of the welded fabric.
2" x 4" WELDED FABRIC
Melded Fabric
,fisted Fabric d
V3W
I/3W
V3W_l
i"
ALL END GA13IONS
W FASTENING ADJACFNT BASKET
Tie wires will encompass
6 independent strands o1
the fabric wire
I
I \
n
1!
a
�
\
\
n
1/3W
1./JJw
1 /3W
W
Width
INTERIOR GABION
FRONT
TWISTED FABRIC
GABION CRIBBING
wr•nr .�R •M11�1� I Irl�Yi
�YMA i�1.1
Y
ADOPTED
CITY OF FENTON
• • STANDARD PLANS
IST DATE:25-Aug-88
SP PAGE: D009
I'iz-OT�G`i-
D' v
D
- +2->
�� -- NtW GdNC, Cot✓�l�--t
f'K 3S4M - SAVE -- 5AVE � �-r-OTECT x I ZS
9J5-MOVE EXIST, U(,(.tzAiLSj T`rP,
Section - Improvements To Existing
D
Gabion Cribbing -
N.T.S.-
IUDSAcr_wr I5izlp&l: II SOLD FOIHT @ lz ' U6,, t
12� alp G(tA1z I �SIt * I1,PFF-61ACH ?I U H& 3
To I N 45l D E
-- MST BAN-C.OrITIHuouS. ❑ 7 S 3 x 3 I LP Tip- CONG,.
• 1�4iD Lo",F 31101N.I5Ipf- L-4-P CLTS- 1
I
0HE-0) COFg.U&p-\T1oH �11N. �IY� b JOINTS, ���-MAIN 1
STfH To Tl� � lad Cruel, - l x (X 3/14vll WE(-t) To
GAL TS F(ZAM E I - c.(zu�IF_D (Lo�K- Cb ►n
s1�o0Lip 1�_�-=
J
5 C)�l�T1 oN To Gt_O* L'D � - • . • . . .
�_xl�T >30L_T 1�4iPS. WT OFF
�xr 5O' �_- Hp5 Ft-u5 - /, r_x�slOH ITTs-
W/ H uT To MAx. - - C cqf..'' � � q 5 — <— — — � � . ��� P,, �tO OF 60HC, DES-,
ANG� �— GDMu w 3 X /� �T remove ALL SCIDs �G c� W0 VT�Ti.E I MT�-
i 'lo >✓x15T 1✓uu �5 �AlL b S�{�wt1 oP SLDM-
@TI�S -L �,4 x�,61� FA, 1D I s Plan Bridge/Trestle & Approaches
CoH�% n� � �
A w� E
--��/�T Corp. Tf1�-IY � N.T.S.
s 4� 11�2 .� _ - 71CP'I
5j
�+ , 51 �!✓ O F �o5r I.�-{/ 3/4'� , d ,�, - � - '
' 1 2 I H F-U TOTS, a -,
3/� I� 7Hr t�al,T @" L: x� i�o T(�c�', T):
S�CTI�N a ss:ITI�s I �p�D5To4xCxL-Tit
i'-o'' fi T��TL._ o-iL : R 1o�1; EI H51,& +
� i
�'✓MoV�, E2E�'I.AG�; C���crtiAC.�{ `gyp T�5 Ilia F�.�T rO5IT)OH To &w&rl �F5 VAT oM
l2All hAp TIMBE$ZS TD t TC, -T - ►f+ITf f � � OF �RI C-�E waop p
M N,.l. (#a) 3/'4 'I P� X l4 I, (A( S(� (IZ W I pp), 1:5
�G- Tl Deg,, TY �' ALL TIzEST� To OFPo51TE SIPS oFT�sTI-�,
I ows
Section/Elevation - Bridge/Trestle Railing & Concrete Deck
B „ „
1 =1 —0 , U , II
EX� �T►t-l�! .____
>�A�}L-
DC NJ� ofSi VV-
Trail Pr
N.T.S.
A s��I�N GfZ13gINl�
3-0 GK- Flu-
41 r'
+�• am
5
ion Measures - Sectio
R.R. Bridge N.T.N.
(wE �-_T �4 f:�PT TF-E�STi- _ _ '�etvtwFf STMLT9.LIc,15 PF4 P&F- — =131'+ VIEPF ' .sT T�5TL = 23� ± ��Pf
w- - ----
4-y
A
F(NISFF GRADE
4-1
F I DC /,SFFF-o c.44 PAI u H&
SEE 510. 15WD&r,- PIUH�
�Fi-�ts�{ w/�.�PNAI�T PaTH.
6
Ex 1571 qG mac. N TI WEI_
�f5ADWA\LL.
fjLTef, Fr°tbg1L FE NGC ---
\6 T�Mi', �lD�t Got�'rizoL
EXlSTI�� �(v6i�
PO MOT CDIgTVF.15
�AWH'104NSV SF-_
�oNST�uc.Tiort TTS--
lo'o,�.- T'fP
Typical A.C. Path Paving - Section
1/4=1-0
STATE OF
WASHINGTON
REGISTERED
NDSQJ63 %ARCj0
Fr QHII r-clll-
FiIJ_,5G_nVt4 PCEA--
f?F_WVe A"MUIf<?�D
5kU E_A RO�1G . UEbfhjs.
<C-(-lDYE �-7,XI67- T(rlOCr-�
WIWA Ls
PIST )
I
I
i
�N��T� �I�Tr��rlr Imo --Tip
�
• I SIM,
I 6
i ET
Ir
C,f hWA� VI E� :Tf Fl6A L- OFFSf-T OF
�LTef4Nk'T�_ Tl E:5 o ff 1�sT � w ESt
Tgf-�TU—� 5�T 4fl5 To MATu4 FIST I
Bv4D&6 pE:t4 wv14, AT-ACHTo (sT M
TIM ►2 �EPMS w/ MIN,2� 3� �x�
t.�1/_S(9EFW6
Q p
� o
, II
l eLk2i_°II
i1 IN I l<T
�WEEb GONTZOL FAfWICAII(
2 t7E F TI-+ A, G, FA` H PAV I N
5L0pE Tb DgAlt-1 "rOWA�V �
- 2" nEPTH SA5E GOU95E
EX(5"rI &1 f'r. 6ALLASr
SPIZEAb DV Got-lPACT ToQ57
GdI"FAC.-C SVg6(F.ADE
JONG E JAN • G ERRARD • Mc N EAL
Incorporated PS. Landscape Architecture 23 103rd Ave. N.E.
Urban Design Bellevue, WA 98004
Planning 206.454.5723
• , :. .�-�CoNC�T WING
9"L4H(I-TT C
5
E)(lS_rrl (Gl
L)(57- U r-5
V4,11MUM oE�PTH :
gam(-loVc S(LT A4c> 17 �* &X (STING1 s ulAl.5
tit SAD rJ(579;�13eD 4�-'E-S
Elevation - Bridge Approach Railing-
N.T.S.
FERGUSON & SONS INC 91704
CERTIFICATE NO-�%
DIMENSIONS(INCHES)
SIGN
A
B
C
D
E
MIN.
24
%
%
5-C
3%2
1 11/2
1 24
COLORS
LEGEND-BLACK(NON-REFL.)
BACKGROUND-YELLOW(REFL.)
4 x-1 PT WOOD rc'5T
ki I o-
-ITKA! L rAV IW -°
n
- -41- o'
0L 3,.
4 •
GONG. �C70T l NGr ,
,a
o d
A
GOM�AGT S (�Gt tZAt� •A d A N
3"
. s �
Typical Rock Fall Warning Signs
h
N.T.S.
0
0
FILTER FABRIC FENCE
I lU I WA. I J-I-FE-U169(U11) I 4 UY
00
00
� 50 rill %
EXISTING CEDAR RIVER INTERPRETIVE PARK % use' 9 EXISTING BRIDE EDAR RIVER 01
'� • 7 /
00
rk
607 , V
00
.'� - \
5� / ' 95
95
mm SC./ �, / LIMIT OF WORK 1 �y�y00
/ IN ON ETE P H - TY CAL
CO STA. 60+00
V -
��
13
/ / y
^9` INSTALL ASPHALT PATH CONNECTION
LIMIT MI7 OF O , . / TO EXISTING CONCRETE PATH.
a
N'-- S A. 45+00
CSTA. 44+00
Y
)RDINARY IIIGII WATI',R I.IN1:
LV E RT OU
�r40 6 PR I,OGIi EXISTING CEDAR RIVER INTERPRETIVE PARK
0
.. �.
•o
STA. 37+20
STA. 3S+So (2) EXISTING 48" CULVERTS -
SAVE AND PROTECT, CLEAN OUT SILT AND DEBRIS.
EXISTING 24110 CULVERT -
SAVE- AND •PROTECT, CLEAN OUT SILT AND DEBRIS. ��00
-REPLACE EXISTING 12" 0 CULVERT WITH SAME LENGTH 15" 0 CORRUGATED METAL PIPE. SEE 00
60
O LET INSTALL FILTER FABRIC FENCE THIS SIDEZ A
7 ON j' POND OF TRAIL TO PROTECT EXISTING POND. 6
STA. S4+20
EXISTING 18 0 CV VERT -
SAVE AND PROTECT, CLEAN OUT SILT AND DEBRIS.
STA. SI+SO INSTALL ASPHALT PATH CONNECTION TO EXISTING CONCRETE PATH.
REPLACE EXISTING 12 0 CULVERT WITH SAME LENGTH 15 0 CORRUGATED METAL F;�,PE. SEE 6
STA. 50+00
STA. 49+00
12' WTnF A r. PAT H
TRAIL PROTECTION MEASURES
CENTERLINE OF ASPHALT PATH TO ALIGN WITH CENTERLINE
OF NORTHERNMOST R.R. LINE EXCEPT AS NOTED.
LOCATIONS FIELD LOCATED BY OWNER'S REP.
INDICATES NEW.. CONCRETE_PAD-LQCATIONS-FOR-BEH.INSTALLATION_-- 6
INDICATES NEW CONCRETE- PAD LOCATIONS FOR TRH RECEPTACLE INSTALLATION. 6
INDICATES ROCK FALL. WARNIN(i SIGN LOCATIONS. A
0 50 100
I" = I00'-0"
TEMPORARY SLOPE
200
F
5
JON0EJAN -GERRARD •McNEAL
Incorporated P.S. landscape Archiumme 23103rd Ave. N.E.
Urban Dew Bellevue. WA 99W4
P 206.454.5723
300
E7V i C -r r i. T.— ♦ 1 7 C' Tl !\ T T T A TV
NEW 6' HT. CHAIN LINK FENCE
ORDINARY HIGH
WAI'FR LINE
STATE OF
WASHINGTON
REGISTERED
CERTIFICATE
murrmnu a anuc III o. me
l
TO LIBERTY
PARK x
0
0
RENTON
COMMUNITY
TO CEDAR CENTER
RIVER PARK CARCO
THEATRE
j-- EXISTING PEDESTRIAN / BICYCLE BRIDGE (BY WSDOT)
OR f (IkrlI Wf1 II: _:
•y , 70 v
i/ - -
A TYP. FILTER FABRIC-
Q.
REGION NO.
STATE
FEDERAL PROJECT NO.
SHEET NO.
10
WA.
STPE-0169(011)
3 OF 7
ti
r01
0,
0
JI00
/ 01
04
I•.r �yG // Lam` _`` pI
��• • ORDINARY IHG11 AA� ' ?R LINE
xv� oar
77
_\-� A�r
A See Enlar ee Plan
" � 3 l -Beow
ow TO BE FIELD LOCATED BY 'OWNER'S --REP. THIS SECTION
NCO
� OFFSET TRAIL THIS AREA TO ALIGN WITH CENTERLINE OF SOUTHERNMOST R. R. SPUR.
LXISTIN(i 'TRAIL CONNF,CIION - ALIGN NEW TRAIL WITH ►;XISTIN6 SFC-TION
STA. 4+10±
I-405 NEW ALIGNMENT
CEDAR RIVER
LOC,AI'ION OF LIXISTING CITY OI" RENTON MONFFORING WF'Ll. NO. MW2
- - Y - CFN 11:RI.IN1: OF NOR'I'II1?RN RAILROAD AI.IGN'VII?N"T
ma's/ CRUSHED ROCK SHOUI.DUR (NEW)
---- - -- — — — — ---
: ...:...... f.::•:•:::::•:•:::::::::::::.:.:.:.:.:.:.:.:•:•:•: :•:•:•:•: :•:•:•:•:•:•:: :
NEW CEDAR RIVER TRAIL EXTENSION
............................................................................
100
5
FXISTING FENCE AND GA"1'ES
EXISTING ENTRANCE ROAD TO NARCO SITI'
,x f
I:XIS•rING "TRAILER
Enlarged Plan of Monitoring Well Location
NOT TO SCALF"
90
DF, _ - l
Q�. 6p
_ 00
COP
a a
aZ a• — -� - -
1- STA. 20+00 � \
12' WIDE A.C. PATH rH
TYPICAL 5
STA. 17+00
CENTERLINE OF ASPHALT PATH TO ALIGN WITH CENTERLINE
OF NORTHERNMOST R.R. LINE EXCEPT AS NOTED.
LOCATIONS FIELD LOCATED BY OWNER'S REP.
B
INDICA•TFS NEW CONCRF•I•E PAD LOCATIONS FOR BF,NCH INS•IALLA-TION. 6
INDICATES NEW CONCRE-FI: PAD LOCATIONS FOR TRASH RFCFP'TACLI; INSTALLATION.
6
,} JONGEJAN•GERRARD•McNEAL
;A Incorporated P.S. lmndvope Ardik= rc 23103rd Ave. N.E.
Urban Design sene„rre, WA 98W4
Planning 2M * 454.5723
0 50 100 .200 300
1"=100'-0"
REVISION
BY IAPPR.I DATE
fia4�
STA. 30+00
STATE OF
WASHINGTON
REGISTERED
)SCA CHI
l/��yaM
CERTIFICATE NO.
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
CEDAR RIVER TRAIL EXTENSION
SITE PLAN
DESIGNED DATE_u 7�tL l�s FILE NO.
DRAWN
w � n
CHECKED SCALE' 1 = 100- FIELD BOOK —PAGE
APPROVED SHEET-3 OF-__7J_
DIRECTOR OF PUBLIC WORKS
AGUSON & SONS INC 91 704
- r,
REGION NO. STATE FEDERAL PROJECT NO. SHEET NO.
10 WA. STPE-0169(011) 2 OF 7
STATE OF
)INASHINGTCN
REGISTERED
LA CAPE ARCHITECT
CERTIFICATE NO.
CITY OF RENTON
DEPARTMENT O F PUBLIC WORKS
CEDAR RIVER TRAIL EXTENSION
SUMMARY OF QUANTITIES
DESIGNED DATE L�I�t�iS
FILE NO.
DRAWN L
CHECKED SCALE FIELD BOOK PAGE_
NO. REVISION BY APPR. DATE APPROVED SHEET 2 OF 7
FFRGUSON & SONS INC 91704 DIRECTOR OF PUBLIC WORKS
j SUMMARY OF QUANTITIES
ITEM
NO.
TOTAL
� QUANTITY
UNIT
STD.
ITEM
FED. -AID
(FIIWA)
CITY OF RENTO_N
IAC
�
NO.
1
2
3
4
5
6
7
8
9
10
_
�
PREPARATION
Mobilization
Contractor Supplied Surveing
Demolition of Culverts
Clean Existing Ditch -
Grade /Compact Ballast
15" CMP Culvert w/ End Section
Siltation Fencing
SLOPE PROTECTION
Remove Hazardous Rock
Gabion Cribbing_
Washed Rock Fill
L.S.
1.4
4552:7
9767.E
82.8
L.S.
206 9
31.0
i
Group 2 -
L.S.
0.6
2(47.3
4392.4
37.2
310.2
L.S.
93.1
14.0
2
6,600.00
14,160.00
120.00
1,000.00
300.00
45.00
L.S.
L.S.
EA.
L.F.
S.Y.
L.F.
L.F.
L.S.
L.F.
C.Y.
-_
L.S.
EA.
�--------_1-
-- -
- ---- BRIDGE IMPROVEMENTS
Demo. Existing _Bullrail- L.S.
Reattach Railroad Ties L.S.
Replace Railroad Ties I 27.E
River Protection MeasuresL.S.
Concrete Bridge Deck - --�- -_- _---- --_---_386.3
Brid a Handrail 593.2
L.S.
11
13
_ 14
40.00
L.S.
12.4
L.S.
173.7
266.8
L.S.
15
16
560.00
860.00
S.Y.
L.F.
17
2.00
EA.
Concrete Headwall
1.4
0.6
BRIDGE ABUTMENT PROTECTION
18
L.S.
Reposition Rock
L.S.
L.S.
19
30.00
C.Y.
Quarry S alls
20.71
_
9.3
20
20.00
C.Y.
Heavy Ri -Ram
13.8
6.2
_ 21
22
20.00
20.00
L.F.
C.Y.
Gabion Cribbing
Beach Sand
13.8
� 13.8
6.2
6.2
23
150.00
C.Y.
Grading/Drainage
103.5
46.5
24
1,450.00
S.F.
Shrub Planting
1000.2
449.8
PAVING /SURFACING
25
8,800.00
S.Y.
Asphalt Path w/Base
6070.2
2729.8
26
325.00
C.Y.
_
Crushed Rock Shoulder
224.2
100.8
27
11,000.00
S.Y.
Weed Control Fabric
7587.2
3412.2
SITE IMPROVEMENTS
28
29
30
31
32
_ 33
5.00
5.00
5.00
800.00
4.00
4,000.00
EA.
EA.
EA.
L.F.
EA.
S.F.
'Chainlink
�Seedi�_,_-_
�
Bench Pad
Trash Pad _
Metal Bench
Fencing
Warning Sin
EROSION CONTROL PLANTING_____ �
--__- ---_-----_I_
_
3.5 1.5
3.5 1.5
3.5 1.5
551.8 248.2
2.8 1.2
_ -_
2759.2 1240.8
i
City of Renton Community Services
TOWNSHIP 23 NORTH RANGE 05 EAST 1/4 SECTION S.W. SECTION 16
Ilk
VICINITY MAP CONSULTANTS SHEET INDEX
Landscape Jongejan • Gerrard • McNeal 1 COVER SHEET
Architects: 23 103rd Avenue N.E. 2 SUMMARY OF QUANTITIES
Bellevue, WA. 98004
3 SITE PLAN
(206) 454-5723 4 SITE PLAN
5 DETAIL SHEET
Structural McLaren / Peterson 6 DETAIL SHEET
Engineers: 820 John St. 7 TEMPORARY SLOPE PROTECTION MEASURES
Seattle, WA. 98109
Geotechnical RZA-AGRA
EENoN Engineers: 11335 N.E. 122nd Way,
Suite #100
Kirkland, WA. 98034-6918
A.
i ti d
Trail Facilities Planning Associates,
Maplewccd Consultants: Fred Wert
Cf Ccif Ccurse 5520 Woodlawn Avenue N.
s Seattle, WA. 98103-5938
i1 M
Proposed Trail Extension ... tJ
STA. 74+50+
JONGEJAN •GERRARD•McNEAL
FHWA Transportation Enhancement Project STPE-0169(011) ��Y Incorporated P.S. landscape Architecture 23103rdAve.N.E.
EVE' CO1f Urban Design Bellevue. WA 98004
Y O N' Mi Planning 206 454 5723
IAC Project 92-297DAdft
King County Open space - G �P°
TOOO R RtC'�
tin . REVISIAN RV APPR.
STATE OF
WAS HINGTON
REGISTERED
CERTIFICATE
FFGr:I mnm a. CnNC INr Q77na