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cCill)o .... C 2 S --E E T
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S' 1 102 .... cj:N,7F1-j !tDT=s
SD103 .... SjVM-*— Cr SU!XT,7-,-ES
S', SUML!,RY OE C-JANT77--
S;D 0:) .... SUZ SUYVA,--y BICYCLE PATH,
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TS
TS2 ...... SIGNAL DETAIL
TS5 ...... SIGN ALIZAT ION Fl AN N. o-TH ST."GARDEN AVE. N.
TS=: ...... WIRINS uR AV.
D! A - N. STH ST./GARDEN AVE. N.
TS5 ....... SU-13-SUMMAPY N. ETF ST./CAARDIEN AVE. %I.
T 6 ...... SIGN,' PLAIN - N. 8TH ST./GARDEN AVE. N. (EAST)
STH AVE. N. �EAST)
,55 ...... S'j5-'-1UUVARY N. BT. ST.ISARDEN AVE. N. ',EAST)
TS9 ...... S I G NAA � 77 TiON P! AN - Ni 8TH ST. AT PACCAR -EVPLOY7_E E--� 71
L! ID�dizs
VAS
A D-IINS D,:�
TS 10 ..... W7 ' RING Ui.�, RAM - IN. F, T; I` ST. AT PACCAR O,L=- ZN TR NCE/
TSil ..... SLB WUARY - N. 8� ST. AT PACCAR EMPLOYE- ENTRANCE"r-RCIETN' DRIVES
t
TS12 rHANN- TZATT
-CN PLAN - AVE. N. /N. STH ST.
TS13 ..... CH,'NN-Z! TZATION' PLAN - WEST N. 8TH ST.1GAPD-:N AVE. N.
isid ..... CH A NN- -7AIT!r,N
PL�PN - EAST N. BT .H ST./GARDEN AVE. N.
TS15 ..... CH.' AA,` IZZAT 11 ON PLAN - N. 5TH T. AT PACCAR EUPLOYE.-- -ENTZZAfZ-E,50Z.ING DRIVES
E101 ..... L'- -I NUZ GENERA' X-3TES
E102 ..... STR=-�-T LIGHTING NOTES AND DETAILS
E10-4 ..... LIGHTING SUi
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F i-104 ..... LIGHT-iNG PLAN 6ARDEN AVE. NORTH
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LDO1 ..... LANDSCAPING PL -A N
LD112 ..... LANDSCAPING PLAN
LD03 ..... L A N ED SC A? NS P, L AN
LD^' LANDSCA? fLA N
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PACCAR, INC.
BUSINESS CENTER BUILDING
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3015 112TH AVENU-E. N.E_ SUITE 101;
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GENERAL SITE DESCRIPTION
GARDEN AVENUE NORTH,
NORTH 8TH STREET
SECTION 8,
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ss=1 INC.
ENGINEERS ARCHITECTS PLANNERS
3015 112TH AVENUE, N.E., SUITE 101
B-D-LE-VUE, WASHINGTON 58004 TEL. 206-627-2050
CHECKED FOR COMPLIANCE
TO CITY STANDARDS PR J =C, 915011 s 'I
—Date--- SD100 ^8
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CITY 01-- R I\i T 0,\1
DEPARTMENT 07 PUBLIC w 0 R k1. s
COVER SHEET
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ALTERNATE ALT.
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CONCRETE MASONRY UNIT fa
CONSTRUCTION
DECIDUOUS
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DOMESTIC WATER +^
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EAST -
ELEVATION
EQUAL EC.
ETCETERA
/
EXISTING - - . 7
EXPANSION -.
FINISH FLOOR EL=VATION F__
FIRE HYDRANT FH
FOOT FT.
FORCE MAIN FU.
FEDERAL STANDARD COLOR FSC
GALVANIZED
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HIGH PRESSURE SODIUM -.5.
INVERT EL V ION I.
INDUSTRIAL WATE�n TO
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MOUNT 1 NC w G_
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NO o SC - - f .LE S
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PAVEMENT PVMT.
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P D_STRIAN P.
POLYVINYL CHLORIDE PVC
CONTOUR LINE
POST INDICATOR VALVE V'
POUNDS PER SQUARE _NCH _
S! _ ND ,CAICR
POWER POLE PP
RADIUS R.
VP
RAILROAD RR
REQUIRED RE9'D.
RA_,LQOAD 7
ROOF DRAIN RT)
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SANITARY SEWER SAN,
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SANITARY SEWER, FORCE MAIN SAN, FM
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STORM DRAIN SD
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TEMPORARY TEM=•
TOP OF CURE T,,
TOP OF FRAME
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UNIFORM BUI_DINS GOD= L S
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sc
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HYL ANT
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tj
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r /
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E MATERIAL
iREATM_NT
SCHEMA s C PLAN
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X CllY OF RENTON STANDARD D A,(; N_:: S _z' _2 . 2 5 1 AND 5..;.?. N
E i "N, 7 p S D 11 . Cjfr-'P_D. t%7 e t 7-L C_D�- 37�'-
CONSTRUCT CATCH BASIN - TVDE 1 WITH E'RAME AND GRAT_ L' R
I NSTALL" REMOVABLE WOODEN BOLLARD AS SHOWN ON DETAoL-5
CITY OF RENTON STANDARD DRAWINGS 3.2.2, 3.5.2 AND 5.5.3. :1B. ON PLAN SHEET SDI 11. AND SPEC I AL PROVT s' YONS.
A PEE', CITY C__ E71 1 NS_T AILL S 1 GN S `,0 W N N�E_D ON !D-
M.ANHOLE MOU!7
WL T.. POST PEE.' P- NiUN
STANDARD'DRAWINCS ". 2. 5. ___. 3. AN 3. E. 7 STAT"' 'IRD DE-1 A TL 10.1.
0 5 ,C: 15 2
D�VZ!�7N7 ]D-\r-AAY
7 10 INCH 7U - �7-M7N7 -77
J. CONSTRUCT CK CON�Z I, N�_
__T 7�
S SHOWN IN DETAILS CN SL4 q IT- PC"S. GUYS. J; T�
l'!=201 GRALUTC V!,L -, V!,!V�S. Fo- 20Wf-
R PUBj I:" O?
k _'HION" OTU�
(34 FROM rUDS 70 C TE, -"�
MOVE EXISTING HYDRANT. _�N7 vi
k. : CASLE CAS
R I P VA - - I ED OR A'DjUSTED . H__
UT-i -,-7-S TC G,- y UT-H --Y.
� JE E RELOCA t L
vp
t ITER VA!
ADJUST W, L r.
CI I u -op, STD.-
RECOMMENDED ISSUED r
FOR APPROVAL
11101 ADJUST ,7CH, BASIN.
x
'El T 1-14-92
M.-INAIRY f!WNER E'-'7V-'EW
it
13Y ZIJ�f //U10
A D J US T MANHOLE.
N'DTL: ESTT MATED QUANTITIES EC THE TRUCK AND EMPLOYEE
RJCHT'-OF-WAY ARE INCLUDED
ENTRAN7�t DRIVES IHI
IN T' SUB-SUMMARY SM05.
PAVEMENT TYPICAL SECTION:
2' ASPHALT CONCRETE PAVEMENT, CLASS B (SURFACE)
2' ASPHALT CONCRETE PAVEMENT, CLASS B (BINDER)
AS' HA!l TREATED ' SLE
E BA E.
(D
eape
... S:,,Nc.
ENGINEERS ARCHITECTS PLANNERS
3015 112TH AVENUE, NI.E., SUITE -01
D�LLEVUE, WASHINGTDN 9,3004 TEL. 205-627-2950
S
�RD SEC T
Nom2E.R 915011 7
OF
DRA.TNG SD 106 45
NUMBER
C i y 0
DE_PA�<TNA.FNT OF PUBLIC WORKS
GARDEN AVENUE NORTH
STA. 12+00 TO STA. 18+00
D: ERM DATE; FILE NAME:
DRAWN: JSM 011SD105
SCALE. !'=20'
N V:SIDN BY DAT7 t 111-1:
P,7t _6,4K_
!® A A-1— A l I I A I A A I A I
--- --- - -------
.. - ------ ------------------- — ---- -- -----------
-- - --------
.. . .. . .. . ..
* ------ LLj
-------------
LL!
-A- -
--rl. .............
-�_= ------------------------ �__j 1 4 - -----
s Ter 2 05 '3
352-49 ------------
CONTRCLLER - - - - - - - - - - - - - - - - - -
I---------- - ----------- -- ------------ - - - - - - - - - - -
-------------- E;
JELE. ------ G=
JUNZT, -.ON KIX ------------------------- -- -------
Ah _s: GN Al 41
V-7 ---------------------------
?z ,rA_L- j --------------------------
@8 c- 5T-ly�';: PATH ------------------ ------- ---------
- , -��'�14 GARDEN AVENUE NORTH 15
w
12 C104 <_:
AU_ I PROFILE GRADE (TrF.
3._ 27.55 C, An
Li� ` co
(Dce'� 27.24A
IL. 2 4
L T.' L 15, ' _J-,
T - - - - - - - - - - - - -
127.5D.
CON - - - — - - - - - - - - - - - --- (IMF_;Zo 21 17
ec,
T --------- ----------- ------ I-
- - - - - - - - - - - - - - - - 12 513
'7-
---------- - - - - - - - - - - _ - - - - - - - - - -
m. Q
I;&.- —n
I TV CABLE .75 �' Y_�_. _ �. -� �\ �Z' v_/ Vil
VAULT
'26
q
rn
- ----- - - - - - - -
- - - - - - - - - - - -
GjY AN'01
% I.T VAI 11
f Conc. U..* T_ 0�,-R VAt E T
_Y:
-A C. S7�b P
V 1 CONI. I CURB a CONC.
'-TV VAUL�
yp I
STA.14+O'lz_.17' RT.(D; UTILITY
Titre T Y P-:
VAU!T
--------------- -------
- ----- -------- --- ------ - - - - -- - - - - -- --------- ----- -------------- - ------------------- ---- ------------------------- ---------------- --------------
--------------------- -- ----------
ST, 173,20 92
10 VA'E- RT" YK
A� - - - \.�'
&-;ROE ------
. .. ...... .
Nf�, Tq
STA. 4+47.25
TRUCK ENTRANCE EASEMENT FOR 571 _A . 15 +2 1 . RT .
DETECTORS- CACE v
"n cl
BUILD
EXIST. 77' PTP
wEar)
_ ) LOOP
P—d NCH MARK RIM jff�J.25
BE
TOP OFF 2' BRONZE
DISK IN PIPE
ELEV.=27.51
N, ---- --- - - -- --- --------- - - - - -- ------ - - - - -- ----------
% 31 - -------------------------
----------------------- -------- T --------------
--- ---------------
---------- ---------
10, --- ------ ------ -----------------------------------
6.5'
16.5'b IO'b ------- - ------------------
N------------
�hor I EDGE/PVMT CONSTRUCTION NOTES
6
�L21 CONSTRU7_T 4 IN-, THICK CTME - CONr -T-
ol CONSTRUCT CEMENT CONCRETE CURB AND GUTTER. A PER -N, -RE-E SID-
0 R-EMOVEE' CURB AND GUTTER. CITY OF RENTON STANDARD DRAWING 2.1.2.
5 SIGNAL VAULT OR JUNCTION BOX.
_'PVMT AD
EDGE - - - - - - -
REMOVE PAVE'VENT CONSTRUCT CLASS " BTCY', FATU P R TYPIC SECTION SH"WN ON
a t � z
_7 - -- - AN " - - - -- - -1 "'U" NCH D I AVET, E.' MAN"O" :-: PER C I TV OF RENTON
fZ 0' z 1 -, t - . . - .
SDIII AND AS SHOWN ON rL... 7 S DRAWTN:_�S 3.2-z. 5".3.1 AND 5.5.7.
EMnVE FONT_: WALK
7
CONSTRUCT CEMENT CoNrR_-T� EED-STDTAN CUD RAMP HR -I N-14 `AV_"_Mz_N_x PER PAVEMENT TYPICAl S- 7-JO
rONZDU_. - E FC, N
SA'4i-U,71 ING CITY 07 BENIGN STANDARD. DIR'AWING 2.2.? AQ AT LOC-AlIONS SHDAN ch' _X
S „ 1 0 WN ON S D 111 f C M I � ,
I T
04 '11 L 311N�j iAVEIVEN1
ON THE PLAN SHELIS. 7
_Q27D EM ENT CONCRE_;-__ C!';DP �ND GUT--
"'AND-jN EXISTING CATCH BASIN =-67R” 7 D=.Dz— C , -- .1LIP. TYPE, D
ZJ , "_NTON ANDARD DRANT
t _- �-, �' _� I Y 0 E R L
3 1 N - TYPE I W,7T'.' 1 17 1 -
CONSTRUCT CATCH BAS IL T'_-
'ONSTRU,-T CEMENT CONCRETE DIKE, RAMP PER a
X CllY OF RENTON STANDARD D A,(; N_:: S _z' _2 . 2 5 1 AND 5..;.?. N
E i "N, 7 p S D 11 . Cjfr-'P_D. t%7 e t 7-L C_D�- 37�'-
CONSTRUCT CATCH BASIN - TVDE 1 WITH E'RAME AND GRAT_ L' R
I NSTALL" REMOVABLE WOODEN BOLLARD AS SHOWN ON DETAoL-5
CITY OF RENTON STANDARD DRAWINGS 3.2.2, 3.5.2 AND 5.5.3. :1B. ON PLAN SHEET SDI 11. AND SPEC I AL PROVT s' YONS.
A PEE', CITY C__ E71 1 NS_T AILL S 1 GN S `,0 W N N�E_D ON !D-
M.ANHOLE MOU!7
WL T.. POST PEE.' P- NiUN
STANDARD'DRAWINCS ". 2. 5. ___. 3. AN 3. E. 7 STAT"' 'IRD DE-1 A TL 10.1.
0 5 ,C: 15 2
D�VZ!�7N7 ]D-\r-AAY
7 10 INCH 7U - �7-M7N7 -77
J. CONSTRUCT CK CON�Z I, N�_
__T 7�
S SHOWN IN DETAILS CN SL4 q IT- PC"S. GUYS. J; T�
l'!=201 GRALUTC V!,L -, V!,!V�S. Fo- 20Wf-
R PUBj I:" O?
k _'HION" OTU�
(34 FROM rUDS 70 C TE, -"�
MOVE EXISTING HYDRANT. _�N7 vi
k. : CASLE CAS
R I P VA - - I ED OR A'DjUSTED . H__
UT-i -,-7-S TC G,- y UT-H --Y.
� JE E RELOCA t L
vp
t ITER VA!
ADJUST W, L r.
CI I u -op, STD.-
RECOMMENDED ISSUED r
FOR APPROVAL
11101 ADJUST ,7CH, BASIN.
x
'El T 1-14-92
M.-INAIRY f!WNER E'-'7V-'EW
it
13Y ZIJ�f //U10
A D J US T MANHOLE.
N'DTL: ESTT MATED QUANTITIES EC THE TRUCK AND EMPLOYEE
RJCHT'-OF-WAY ARE INCLUDED
ENTRAN7�t DRIVES IHI
IN T' SUB-SUMMARY SM05.
PAVEMENT TYPICAL SECTION:
2' ASPHALT CONCRETE PAVEMENT, CLASS B (SURFACE)
2' ASPHALT CONCRETE PAVEMENT, CLASS B (BINDER)
AS' HA!l TREATED ' SLE
E BA E.
(D
eape
... S:,,Nc.
ENGINEERS ARCHITECTS PLANNERS
3015 112TH AVENUE, NI.E., SUITE -01
D�LLEVUE, WASHINGTDN 9,3004 TEL. 205-627-2950
S
�RD SEC T
Nom2E.R 915011 7
OF
DRA.TNG SD 106 45
NUMBER
C i y 0
DE_PA�<TNA.FNT OF PUBLIC WORKS
GARDEN AVENUE NORTH
STA. 12+00 TO STA. 18+00
D: ERM DATE; FILE NAME:
DRAWN: JSM 011SD105
SCALE. !'=20'
N V:SIDN BY DAT7 t 111-1:
P,7t _6,4K_
!® A A-1— A l I I A I A A I A I
P-ed
Co cc
RZ
Ns
-------------- -, ------
L
TL
.................... ...... VALLT
-
--- - -- - ------
s"EN 0 FIT con
--- ------------ -----------
lit'
----4 -------------- -------------- ------
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------------ --------------
T' L--
:7 _- _t- ---------- I ------
28.11----- _ - - - -- ---------------- --- - i;t - - - - - - - --- 7 - - - - - - - - -
----------- -------- 7 i ---------- ------
------------------ --------- -- ------ ----------- -X ------------------------- ------ ------ * ------------------------
cb 18/ ------------------- ------- --------
21' -------- -------
21 -------
----------
GAIHKIEI� AVLNLIE tNOR,TH
-1=27 21
— — — ...... '-1 621
7 22
— — — — — — — ----------- 125, 52�
— R-- - - - - -- — ------ -8
cr)
15 — — — — — — rl
— — — — — — — — — — — - — ----- :: -------
pan,"
% ------------
LLI
A,
AX
Lp
- ------- ------ ------------- - ------------------ -------- A v
-- ----------------------- ----------------------- -------------------- ----------------------------- I ------------ v -------------------------------------------------------------------- --------------- i 01i
- 1 CONC. PAD
0 au S=p- SPREE7
4P & Cc;NJR0-i!E'l/ c2l- fir, L
'
7.1 k
Do-, 1 ngs
LiL�
07
-A —
----------------
-------------- t ------
rl Fl irl
REMOVAL NOTES
n n n n
REMOVE CURB AND GUTTER
O RUNE PUEMENT
REMOVE CON:RETE WALK
SAWMTT',N3
(1) A•AUM EUSTINO CATCH SAS:N
U
3i
CTO STL •554 17' RT.
MOVE HYDRANT
TO STA. Z>l 17' RT.
T
CONSTRUCTION NOTES I
CONSTRUCT CEMENT CONCRETE CURB AND GUTTER, TYPE A PER
CITY 07- RENTON STANDARD DRAWING 2.1.2.
CONSTRUCT CLASS 1 BICYCLE PATH PER TYPICAL SECTION TOWN W
S Dlll AND AS SHOWN ON THE PLAN SHEETS SDI05 TO SDIIO.
CL�NSTRU:T CEMENT CONCRETE PEDESTRIAN CURB UP PH
CITY IF RENTON' STANDARD DRAW,NG 2.2.2 AND AT LOCATIONS SHOWN
ON THE PLO SHEETS.
COS; RUCT CATCH WIN - TYPE 1 WIU FRAME AM SUH PH
C:TY 07 RENTON STAN_` . R--, DRAt INIGS 112. 16A AND 1&2.
CONSTRUCT AT BASIN - TYPE 1 WITH FRAME AM GRATE OR
CITY OF RENTON STANDARD DRAWINGS 3.2.2, 3.6.2 AM 3.5.3.
DDNSTRU - A. MANHDLE PER CITY OF RENTON
STANDARD ORAUNK 9.2j. &I! AND 3.6.7
1NDH THICK CEMENT CONCR-T.- PAIVEM-ENT FOR DR---VEwAYS
IN
ET DA-Lb N 57
z '- 01' IFET SD-'.-,!.
Q FRO COB W MOUNT.
�7'E EXIST 7, N!,-D HYDRAN'T.
ADAST WATER VALE.
AD ST CATC'.- 3ASIN,
ADOST MANHOLE.
CONSTRUCT 4 !NC;', THICK CEMENT CONCRETE SIDEWALK.
ADJUST SIGNAL VAULT e:ii JUNCTION BOX.
T i2 INCH DIAMETER MANADLE PER CITY OF RENMN
DRAWINH 3.2.3. 3.3.1 AND 35.17.
livil1 PKEENT OR PAVEMENT NFIMIL SE_-T:5N
sill-' (OR MATCH EXISTINE PAVEMENT).
CONSTRUCT 0EFRESSED CEMENT CONZOTE COB AM SUPS, TYPE D
PER CITY OF RENT�N STANDARD DR�AWINS 2.1.3.
TE -TAI
CONSTR�7 CEV.F%T 0',
PLAN SHEET SD___.
NS-'ALL
REMOVABLE W03DEN BOLLARD -'cc SHOWN ON DETILAI—S
ON PLAN SHEET SCI II, AND SPECIAL PROVISIONS.
LL NST
IA c
I SIGN SHOWN, MOMTED ON WOOD POST PER RENON
STANDIARD 10.1.
NOT--:
POLES. GUYS- VA&TS- VAAES. AL FOR POER,
TELEPHONE. CASH OWL BE AN OTHER PAAC OF
PRUTE U :ILA T!GS TC BE RELOCATED 01 .,N .ED BY THE UTKITY.
RECOMMENDED
FOR APPROVAL
BY
N OR
0 5 N 15 20 40 613
RUNE EXIST.
CONC. DRIVE
APPROACH,
CONSTRUCT NEW
CONC. APPROACH
TO OUTSIDE LINE
OF BICYCLE PATH
0,
i mm
BROW] C SCALE Maw 91501i T 8
16 S D 4
I 07
= 3
CITY OF RENTON
DEP,r,:F2TMENT OF PUBLIC WORKS
GARDEN AVENUE NORTH
STA. 18+00 TO STA. 24+00
j -92
DESllN---L; ERM DAT=: ME NMI MIS W7
S SU E L-11 F 0 P E7 T 1-30-92 DRAWN: JSM
SCALE: 1'=20' F LD SDM
PKmINjY OARR REVIEW ! IV92 C��MCMKNVS=
N3. REVESION E3Y I A D -1-1. Z APPROVED: man
I Al I I I 1 I I 1A I A IA I I I IA I I I I I
------- i ------ J
-------
L30 --- J
-------
------ ---------------- ------- ------- -------- - - -- -------
Tj
------ ------ ------------- -11, ------- ------
------ -------
--- ---
-------------
CONSTRUCTION NOTES I
CONSTRUCT CEMENT CONCRETE CURB AND GUTTER, TYPE A PER
CITY 07- RENTON STANDARD DRAWING 2.1.2.
CONSTRUCT CLASS 1 BICYCLE PATH PER TYPICAL SECTION TOWN W
S Dlll AND AS SHOWN ON THE PLAN SHEETS SDI05 TO SDIIO.
CL�NSTRU:T CEMENT CONCRETE PEDESTRIAN CURB UP PH
CITY IF RENTON' STANDARD DRAW,NG 2.2.2 AND AT LOCATIONS SHOWN
ON THE PLO SHEETS.
COS; RUCT CATCH WIN - TYPE 1 WIU FRAME AM SUH PH
C:TY 07 RENTON STAN_` . R--, DRAt INIGS 112. 16A AND 1&2.
CONSTRUCT AT BASIN - TYPE 1 WITH FRAME AM GRATE OR
CITY OF RENTON STANDARD DRAWINGS 3.2.2, 3.6.2 AM 3.5.3.
DDNSTRU - A. MANHDLE PER CITY OF RENTON
STANDARD ORAUNK 9.2j. &I! AND 3.6.7
1NDH THICK CEMENT CONCR-T.- PAIVEM-ENT FOR DR---VEwAYS
IN
ET DA-Lb N 57
z '- 01' IFET SD-'.-,!.
Q FRO COB W MOUNT.
�7'E EXIST 7, N!,-D HYDRAN'T.
ADAST WATER VALE.
AD ST CATC'.- 3ASIN,
ADOST MANHOLE.
CONSTRUCT 4 !NC;', THICK CEMENT CONCRETE SIDEWALK.
ADJUST SIGNAL VAULT e:ii JUNCTION BOX.
T i2 INCH DIAMETER MANADLE PER CITY OF RENMN
DRAWINH 3.2.3. 3.3.1 AND 35.17.
livil1 PKEENT OR PAVEMENT NFIMIL SE_-T:5N
sill-' (OR MATCH EXISTINE PAVEMENT).
CONSTRUCT 0EFRESSED CEMENT CONZOTE COB AM SUPS, TYPE D
PER CITY OF RENT�N STANDARD DR�AWINS 2.1.3.
TE -TAI
CONSTR�7 CEV.F%T 0',
PLAN SHEET SD___.
NS-'ALL
REMOVABLE W03DEN BOLLARD -'cc SHOWN ON DETILAI—S
ON PLAN SHEET SCI II, AND SPECIAL PROVISIONS.
LL NST
IA c
I SIGN SHOWN, MOMTED ON WOOD POST PER RENON
STANDIARD 10.1.
NOT--:
POLES. GUYS- VA&TS- VAAES. AL FOR POER,
TELEPHONE. CASH OWL BE AN OTHER PAAC OF
PRUTE U :ILA T!GS TC BE RELOCATED 01 .,N .ED BY THE UTKITY.
RECOMMENDED
FOR APPROVAL
BY
N OR
0 5 N 15 20 40 613
RUNE EXIST.
CONC. DRIVE
APPROACH,
CONSTRUCT NEW
CONC. APPROACH
TO OUTSIDE LINE
OF BICYCLE PATH
0,
i mm
BROW] C SCALE Maw 91501i T 8
16 S D 4
I 07
= 3
CITY OF RENTON
DEP,r,:F2TMENT OF PUBLIC WORKS
GARDEN AVENUE NORTH
STA. 18+00 TO STA. 24+00
j -92
DESllN---L; ERM DAT=: ME NMI MIS W7
S SU E L-11 F 0 P E7 T 1-30-92 DRAWN: JSM
SCALE: 1'=20' F LD SDM
PKmINjY OARR REVIEW ! IV92 C��MCMKNVS=
N3. REVESION E3Y I A D -1-1. Z APPROVED: man
I Al I I I 1 I I 1A I A IA I I I IA I I I I I
S I CIN A L
VAULT-, i TRUCK ENTRANCE 30'
SIGNAL/LIGHT STA. 27-!8.42 30,
STA. 8+35.48
VAULT :;--XISI. R/W EXIST. R/ft
/-SERVICE]
NORTH 8TH STREET :: " PANEL -I Lo
--------------------------------
SIG%A• CONTROLLER —
V A USIGNAL/LIGHT 1
UONUUENT 01'
v NC. PAD
2/-C 7' TO EX.
------- ; 6ARDEN AVE. NORTH 'VAU!
_T
-X WALK
STA. 27+18.42
A..8 =31 15 1 3
STA,8
Z �h " : I , I C',
-NORTH 8TH STREET
-----------
--------------
----------- -- — ----- — -- -------------------- ------------
✓ 'L LI
C�,e,ed --Ik.cy -SIGNA G�a 4 12
IAULT SIGNA!
___ ( : '. —, - -
------------------------------------ ------------- - ------ ---- - - --------- ------ ------ -------------- ----- - ------- --------- ---------------- --- : v �p . I- __ �:� VAU' T -Ty
-------------------- ------------------- - ---- ------------ ------
. .. . .. . .. . .. Cf_l
. . .. . .. . .. . .. . .. . .. . .. . .. . . P
7: . .. . .. ..........
STA. 26+19.01 X
d GARDEN AVE. NOR H NORTH 8th STREET
1
go
-STA-4*47.78 25
- - — - - - - -
------
NORTH 8TH ST.
-- ___ = - -- — - - - - - - - - - - - - - - - - - - -- -
- - - - - - - - - - - --- - - - -
6 - - -- -- - - - - - —
T
4
F�' 51 Ft-� A,
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
_!� - - - - I s - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - -
--------- ----------------------------------------- - - - - - - - - - 7-7- y -----------------------
22 -1 - - - - - - - - - - - - -
- — - - - - - - - - - - - - - - - - - - - - - - -
---------- -------------------------- — -----------------------------------------
12" STW - — ------------------------ t r3
:= ,ST Ljr4_:��
--- - - - - - - - - -
CONC.
- - - - - - - -- -
T 7r ------ a'- - - - - -- - - - - - - - - - - - - - - - --
CB 5 F3 —f: 30 F, c>
- ME, P
- - — ------ ---------------- ja
- --------- L
- ----- - -------------
771 2,'r
-36
L
m t --------------
--------- -
17
SIGNAL VAU! T
17
7 - -- - -- - -- - -- - -- - -- - -- -
L-NEW R/ft LIG -2
TO —IR 30
GUY POLE c= .3_1R::=_%"& BT-
2'R - -- - - - - --- - - - - -
& ANZHOR--, x -CLASS I VAU_ VALL-1
7 BICYCLE PATH POLE
(Typ.� SMNAL --- 13 U2_
LiI_T ------------ 2S 104 n
VA @
--------------------- ---- -- ....
VAlji T_
-47.55'
'94- VAULT �T P. EASL
l-,S. 43"16'43' W. k�TA. J51 Ia, RT."'v,
12
VA�T_T FOR LOOP
BENCH L(ARK ON' Ey
-NT OR
ASEC!
OR BTClrj, PA i 43HIS 48• PT'=
% R/EH T TST IDEPTECTORS
TOP O� 2' BRON7=
DISK IN SIDEWALK
f
AT Ahri-ERSECTION CR
-4, 30 MIS TE i30.4c; T
5. 81
ENID 3sn
SIA. 9+005. RT.
Y CORNER
AT PROPERTY 2'
.21 E. F i SW. 17 20
INIOd 41" N. 22:2
ELEV.=28.31
3
CLASS I BICYCLE PAIAt 2 SIRJ ENO;-G
RIND D7
'2., �'8 5'
8.5 1 1
28 CONNECT TO
IS i; Q,
-N MH AT
NEW TYPE 3 CB f
STA. 25+55, RT. AcH > STAA. 8-151,
RIM Rlvt opm ,B,
RT'
------------
------- -- ---- ----- ------ - - ------------ ------ --
USING i2°
12' E. TE
CONNECT TO EXIST. k(H Z CONC. PiPE
--------------------------------------------------------------- - - - - -- --------------
NE-76. C' L.11)
STA. 271+67, 28' Rl.
�z ZD
USING 12' CON-C. PIPE ' ( c'
(C-76, CLASS 11) Z R
REMOVE Ei(IST. CrflCr. DRIVE
12' W. It F2��_00' E , ! : " , -
Lj%;
16
-1 APPROACH. CDN!STRUCT NEW
CONC. APPROACH TO OUTSIDE
Z
LINE 0�7 BIKE PATH.
�iL E-XTST.4 R/V� IS-
EX 4. R Irl
- - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - -
is 1 3 ----------
ii BUILDING
11 Z I
-A 11,
7<\'
x
q
02 Q
x Y
71,
MATCHLINE STA. 24+00 SEE M. SD 107
CONSTRUCTION NOTES
REMOVAL NOTES AD �ST WATER VALVE siscia, INC.
CONSTRUCT CEMENT CO.\--P,:T= CURS AND G'j77 R. Tl,'Z�� =D Jj_
O R;7MDVZ CU-_Z CITY O.-� RENTON STANDA,:`,D DRAWING 2.1.2. &'j, 0�t CE e, Z� ENGINEERS ArCl.417ECFS FLAKINE S
G , I
rvaFDE�j EJQ7?,40,1�:�E tll � AD
JUST ATCH BAS I N. v 3015 112TH AVENUE, N.E.
CONSTRU,- 11 ASS 1 5 1 F' PATH cz- TYPIL`: S:-7TON q
D, N �) L L Sr'
t�
AN C��. 7 C! Z� -7 11 L �ASHINGT01�98 4 __L 206-S-_7225C
V
�i L S SL'_ -
NE S
S
C to
/-Z-\ REVOV- CON,-R-7E WAI k Cl _T=, T :Z:� SH___=T
CONCRETE P_ CURE RAMm PEP TNCH T�,ITCK CCl),.7.1iT CONCRE7 STD71VALK. E .7 0 0 R A D J'_:S . D BY HE
\2_/ C_ I L - � - - LD I I � 2 1 � - N �� I � m Z L I Z =R0 =c
DRAW 2._2.2'AND AT I - g 9150H 9
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GARDEN AVE. N. STA.24-,00 TO STA.27
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.
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T PIPE BEDDING
PAVEMENT TYPICAL SECTION OD IN 4' LAYERS : ��' GUTTER
SCALE: -0
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FOR APPROVAL
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FOR APPROVAL
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BOEING PARKING LOT
MODIFICATIONS
69
4
860
56
150
540
85
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1 4
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69 1
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540 I
85 J 40 ;
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2' 36' 2``�
1 TYP. � i O TY�P. � e TYP.
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END WHITE C;4ANNELIZING LINE
I��I�i►�11 �
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Mill rcON'CRET Ua. NLRENT 2 1GP i AT C T R. SEC. 8 -23 -5
I..��'< P r.
t
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i
STREET � 12' I 12'!12 , e _ .. � EXIST. 'BO ING LO�
°N °o 8TH-- _ CSI4 TO KUkIN
NEW CONCRETE
u
o . o
12 13 DRIVE APPROACH ` i 14 15 L
a. ...e .e.. .... 7-s C 6 I i- CB 7
RIEMOVAL NOTES:
�_`APPROXIMATELY 540 FEET OF 4' WHITE PAINT STRIPE (PARKING STALLS)
C2) APPROXIMATELY 85 FEET OF EXTRUDED CURB
C3 STOP BAR & THE WORD 'STOP'
4 STOP SIGN
INSTALLATION NOTL
O CITY OF RENTON STANDARD PLAN 8.3 (18' STOP BAR)
2O WHITE CHANN L (ZING LINE 1130' )
O DOUBLE YELLOW CENTER LINE (230')
O CITY OF RENTON STANDARD PLAN 8.3 (RIGHT TURN ARROW)
0 CITY OF RENTON STANDARD PLAN 8,9 (THRU & RIGHT TURN ARROW)
O CITY OF RENTON STANDARD PLAN 8.3 (ISLAND w/ CROSS HATCHING)
O APPROXIMATELY 400 FEET OF 4' WHITE PAINT STRIPE (PARKING STALLS)
O 150 FEET OF EXTRUDED CURB (TOTAL)
GE'N =RAL NOTES:
1.) ALL STRIPING IS CONSIDERED EXISTING UNLESS POINTED TO BY AN INSTALLATION NOTE.
2.) ALL OPEN SYM30LS A° TO REMAIN FOR FAD AWAY OR TO BE REFURBISHED BY OTHERS.
3.) SEE DRAWING SDI09 FOR APRON REMOVAL AND REPLACEMENT FOR RELOCATED
BOEING DRIVE. SEE DRAWING TS15 FOR PAVEMENT MARKINGS ON NORTH 81H STREET AND
ACCAi !r DY__ _NTRA. E
4 ) 7 t, S =T FOR STRIA Nu ES )M4 ED QUANTITIES. SEE DRAWING SD105 FOR
CURB AND SIMILAR ESTIMATED OUA(vE_tIES.
0
16
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END WHITE C;4ANNELIZING LINE
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I..��'< P r.
t
- - - - -- - - i�-
i
STREET � 12' I 12'!12 , e _ .. � EXIST. 'BO ING LO�
°N °o 8TH-- _ CSI4 TO KUkIN
NEW CONCRETE
u
o . o
12 13 DRIVE APPROACH ` i 14 15 L
a. ...e .e.. .... 7-s C 6 I i- CB 7
RIEMOVAL NOTES:
�_`APPROXIMATELY 540 FEET OF 4' WHITE PAINT STRIPE (PARKING STALLS)
C2) APPROXIMATELY 85 FEET OF EXTRUDED CURB
C3 STOP BAR & THE WORD 'STOP'
4 STOP SIGN
INSTALLATION NOTL
O CITY OF RENTON STANDARD PLAN 8.3 (18' STOP BAR)
2O WHITE CHANN L (ZING LINE 1130' )
O DOUBLE YELLOW CENTER LINE (230')
O CITY OF RENTON STANDARD PLAN 8.3 (RIGHT TURN ARROW)
0 CITY OF RENTON STANDARD PLAN 8,9 (THRU & RIGHT TURN ARROW)
O CITY OF RENTON STANDARD PLAN 8.3 (ISLAND w/ CROSS HATCHING)
O APPROXIMATELY 400 FEET OF 4' WHITE PAINT STRIPE (PARKING STALLS)
O 150 FEET OF EXTRUDED CURB (TOTAL)
GE'N =RAL NOTES:
1.) ALL STRIPING IS CONSIDERED EXISTING UNLESS POINTED TO BY AN INSTALLATION NOTE.
2.) ALL OPEN SYM30LS A° TO REMAIN FOR FAD AWAY OR TO BE REFURBISHED BY OTHERS.
3.) SEE DRAWING SDI09 FOR APRON REMOVAL AND REPLACEMENT FOR RELOCATED
BOEING DRIVE. SEE DRAWING TS15 FOR PAVEMENT MARKINGS ON NORTH 81H STREET AND
ACCAi !r DY__ _NTRA. E
4 ) 7 t, S =T FOR STRIA Nu ES )M4 ED QUANTITIES. SEE DRAWING SD105 FOR
CURB AND SIMILAR ESTIMATED OUA(vE_tIES.
0
16
SIGNALIZATION GENERAL NOTES
1. ALL WORK SHALL BE IN CONFORMANCE WITH THE CITY OF RENTON STANDARD PLANS At
SPECIFICATION'S OR AS AMEi"DED BY I' PLANS AND THE CONTRACT SPECIAL
PROVISIONS.
2. ALL MATERIALS SHOWN ON THE PLANS Slilt,"-L B'E NEW AND OF T-1: F:-ST AV, T! 1;:
GRADE AND QUALITY.
3. THE EXISTING CONDITION'S ARE SHDI % ACCORDING TOT 4ST ACCURAIE A
AVAILABLE TO THE ENGINEER. ADJUSTVENTS MAY SEE ;Eu- 7-RED 1P CONFI�ICTSI
I A-.ISE WITH
ACTUAL FIELD CONDITIONS. CHANGES WILL HAVE TO BE APPKV-DL BY T-!E Et0iNZE-F
To COMMENCEMENT OMMENCEMENT Orr WDRK A S-51,,TLTS W17L K- RE0-111RED.
4. ALL WORK INVOLVING JILITY Snili 3=- -'TDNISISTENT WTT.H T--- 7
AGENCIES' REOUTREMENTS. THE C1 :�
11JRA-T�'C SFA-11 C.-,'-r,7 A' :71
0 C -T-
AGENCIES 48 HOURS BEF RE Cov,.c-N:`N5 wu 1"'D S4�L rES )INATE T Z w3 z,,
WITH THE UTILITIES THROJ5ROJIT v,-:E PROJECT.
5. UNLESS SHOWN OTWF WISE, THE CONTIRICTOR
:E r Cz
TRENCH DiGGTNG OR BORIN3 U .1-:
BY THE ENGINEER. CONCRETE OR ASZ-ALT REVI)VAL r-"L; TX
WITH SECTION $- 20.3:3) fl= OF WASH T!�7C-, F,,,
. THE STATE STANDARD S:--IF:ATTj*,lS
6. EXCAVATION FOR CONDUITS, STREET CROSSINGS, =DU ONC, S1,TIEWA! J,
REMOVAL SHALL BE PERFORMED PE R S7 TYCG.�,4
- -9-2C%-- 7 T-f-7 OF RENTON,
STANDARD SPECiFICATII yj�� T Pl TO!,l.
E �N S TOO ; , � Cr' L __- I
7. THE CONTRACTOR SHriL SUBMIT A RE0 HST TD, THE ClTi Oz REN70\ F 7
APPROVAL AT THE EARl llST POSS�51 1-1- PRIOR TO CONISTR,'770% .
8. THE ENGINEER SHALL LOCATE ALL PO,"LES AND REVIEW WITH TH =- CONTRACTOR As THE
FIRST ITEM OF WORK. TF ADJUSTilENTS IN LOCATIDNS AND!OR VAST ARV L-N-T S
r E H
, Arts
BECOME NECESSARY THEY SHALL BE MADE PRIOR TO APPR3V-Al OF THE FD l E 'ID -, S
BY THE ENGINEER.
9. JUNCTION BOX AND CONDUIT RUNS ARE S?t`00 SNEUAT, ICAl LY AND MAY BE ADJUSTED
WITH THE APPROVAL 07 THE ENBINEHER.
10. JUNCTION BOXES SHALL ND T BE 116TA -ED IN WALKWAYS DR SIDEWALK AREAS
- ALL
APPROVED BY THE ENGINIEEER.
11. TYPE 11 SIGNAL AND TYPE E III EOV 7_NATION PDLEES SHALL BE IN ACCORDAIDE WITH
WSSP J-7o. SEE SPECIAL PROVISIONS.
12. BEFORE INSTALLING NEW CABLE IN -EXTSTINS 'lDTDC.TT THE 01-D CABLE SHALL BE REUDVED
AND THE CONDUIT CLEAN , W7TH AN APPROVED CYL`KDzl[A WIRE BRUSH 0-- TriE
PROPER SIZE FOR EACH RUNI, AND Tr--N 31 OWN CLEAN WiTin COMPRESSED AIR.
13, THE CONTRACTOR SHALL B RE S 0 * STE A*,Y DAMAGE TO EXISTING UIT: -TT=S.
rTTy TkVED:A---L
T = -1 F 7- AND THE
CONTRACTOR SHALL -1 . HE F. ,ED U, 71 !TY CO % - --
UPON DAMAGE.
14. THE CONTRACTOR SHAILL Nl.')7-, Y 07 R NTON TRArl. lC ENGIINEE INS DIVISION
lF z. r
(235-262'0) FOR INSPECTION PURP�Z ODES, 2" HD12,RS 5-EFORE COMMENCING WORK. NO WORK
SHALL BE COVERED UNTIL IT HAS D=N A::'PROVED BY THE ENGTNz:7
15. THE CITY OF RENTON SIGNAL SHOPS ARE LOCATED AT: 3555 N.E. 2ND. RENTON, WA.
98055. PHONE: 1135-2558.
15. BORING AND JACKING 07 CON'DJ17T WITHIN THE BURLINGTON NORTHERN RAILROAD RIGHT
,CC' _z I ILI BNRR 57 NDARDS AND SPEC TFjrTTON!Z
OF WAY SHALL BE PERFORMED IN ORDANC W:T 1A -1 IA i I � 5.
SIGNING SUHLEDULE
0_
TAI
SIZE
SIGN CODEE
MUTCO
II
C-)
EACH
NO LEFT TURK' SIGN X 24')
JQ.LrC� 7N3
-DifiFENTS
DRAWING
1
EACH
ill
LEFT TURN ONLY/T.-iRU & I-EFTi T.JR. SITS!" '50' y 30')
1
EACH
GARDEN AVE. N. SIGN (75" X 18')
3
EACH
N. 8TH STREET SIGN (48' X 18')
NO.
I EACH
I RIGHT TURN ONLY/THiU & RIM- U RN STU!,' X 5011
VEHICLE DETECTOR LOOP
i
CONDUIT RUN
TYNE & T-T S IGNAL
PO; -
LE & MAST ARM,
ol
24' X 24'
X
x
PENTON DE711iL
INO LEZ-7
'o
TS3
10.9
(1 RE J))
02.
24' Y, 24"
:E7,
-.�Rf=2'
TS3
3 171)
T S5
12 FE:O'D)
30' X 301
II
i X
y
DET-� IL
L;z
E T TL RN ONLY/
TS9
iD.9
!rRU & I
L
48' X 18'
SNS-D3
X
5 + :: S -T
j
T55
10.2
PZD'D)
78' X
SNS-D5
X
i-
-FT
GARDE, N.
A'' it
-3
12 r-_= D)
i ESs
76- X 18,
SNS-D3
X
x
iO.TON BETAIL
GARDEN AVE. N. I
TS3
10.2
(1 RE-Q,D)
07
48' X 18'
SNS-D3
X
CC NTO, -T.Tj
N. STR---
T55
10.2
11 REv "D)
48, X is,
SNS-03
P_71J.O%
N'. BT s
TS5
10.2
:z D=
1 1 _Q D
T-
30' X 301.
X
X
D,-
p gN H-TA-
R, 7iJRN OtLy/
1
TDRN
RE Q
SIGNING SCILITEDUILiE QUANTITI ES
INST-LLA7 ION
QUANTITY,
UNI T
II
I
EACH
NO LEFT TURK' SIGN X 24')
2
EACH
THROUGH TRAFFIC PROH1511D SIGN 124' X 24'
1
EACH
ill
LEFT TURN ONLY/T.-iRU & I-EFTi T.JR. SITS!" '50' y 30')
1
EACH
GARDEN AVE. N. SIGN (75" X 18')
3
EACH
N. 8TH STREET SIGN (48' X 18')
1
I EACH
I RIGHT TURN ONLY/THiU & RIM- U RN STU!,' X 5011
SIGNING SCHEDULE QUANTT
-TIES
RELOCATION
II
oul-IN T I y
UNIT
PROP3,5ED
I
i EACH
N. 5TH STREET SIGN (48" X 15'
JUNCTION BOX TYPE 1
6ARD`N IV-. N. �SIGN �7 X I-'
JUNCTION BOX TYPE 2
EACH,
N. 8TH STFI-EET SIGN X
I I A I I 1 1 i t 1 I I I A A
SIGNALIZATION PLAN LEGEND
EXISTING
PROP3,5ED
CONTROLLER CABINET
T
ER
JUNCTION BOX TYPE 1
JUNCTION BOX TYPE 2
Z
VEHICLE SIGNAL HEAD
PEDESTRIAN SIGNAL HEAD
=
ri
OPT[COM DETECTOR T. CTOR
VEHICLE DETECTOR LOOP
CONDUIT RUN
TYNE & T-T S IGNAL
PO; -
LE & MAST ARM,
0-
LUMINA[RE
+
0 - CONSTRUCTION NOTE- SYMP-0:1
(D - REMOVAL NOTE SYMBOL
Ax - CONDUIT & WIRING NOTE SYMBOL
(D -SIGNING NOTE SYMBOL
WIRING -DIAIGRAM KLEY
EXISTING p RO; 0 S ED
JUNCTION BOX J
WIRING / CABLE
DETECTION LOOP
P 0 -1 E 0
LUMT NAIRE t
10\
T- 20/13
sso=_, INC.
ENGINEERS ARCHITECTS PLANNERS
3015 112TH AVENUE, N.E., SUiTE 101
BELLEVUE, W-SHINGTON 23004 TEL. 205-627-2950
"CMFWCoLfU"E PRQJT 91501i 14
mcnv=@CMN
I I 4.3
Date_ c1 T Y OF R L N -1 ON
DE-PARTMFINIT OF PUBLIC WOPKS
T
SIGNALIZAHON GENERAL NOTES
ISSUED FOR BaOr -9
DES c , NK I FLE NAME: S,Ij I TS01
1 ISSUED FOR PERM., T RLS/D B
SCALE: N/A
PR EL W
iMINARY ONE- , REVT-Eyi i-� l-Q7 CHECKED:
NC. RE =IOC APP: D-17= APPROVED SHEEN, OF:
NOTES:
O MOUNTING COUPLING INSTALLED BY FABRICATOR AT DF SET DISTANCE INDICATED IN CHART.
O FIELD INSTALLED
3O SEE SPECIAL PROVISIONS FOR LUMINAIRE ARM TYPE.
4O FOUNDATION'S SHALL CONFORM TO TFL CITY OF RENTON STANDARD FOUNDATION DETAIL FOR SIGNAL POLES.
C
f e
s
go
iYPICAI El —
1 y i t I I ALL B.-c r. S
1 / -
�� S.6'tiAL AR M -� ZV � -�
� I i�v % Ae t.,L
A i TAL?IT POINT ' Q'
BI B3 ,, 65 �� Af A — — — — —
d B6 i' BB °
B� - — — -- a Bg 0`? POLE ORIENTATION
B4 _ 9 ! 4 ANSLE (P_D.A. )
o b or O B7 BIO 81f z! a e DEGREES CLOCK€FISE
b or & FS -T LINE
-7.- k- - - --- .. k b or O TO 01 POINT.
�.'o
- -- - - - - -; b f,. \ LBASE PLATE
LIMITS OF VERTICAL CLEARANCE RrOUIREMENT 270°
9 9 Sj9Tt
1 oN
VERTICAL CLEARANCE: I h COCST
MINIMUM 16' -6• I o c �F`q�g0 jQry
M, 7
1 I T.
r J ► r Y T
POLE SECTION A —A
SIGNAL POLE DETAIL N.T.S.
N. -.S.
LEGEND
VEHICLE S[GNAL HEAD
b. INTERNALLY P LUP TNA"D SIG \
c. STREET NAME SIGN
d. PRE -EMPT D_TECTOR
e. 1NOICATO =
----------------
- -- ----------- F�_�_T
2/C-SHLD. 12 OTM
I
TO EX VAULT Ig /18
DETECTOR
AT STA VAULTY, /VA i,J
--- MONUMENT
STA. 13+23.70
4 GARDEN AVE. N
STA. 4+47.25
NORTH 6TH ST.
--------- fl—
CONSTRUCTION NOTES
O
- EAD .
INSTALL GALV. STEEL S16NAL POLE (POLE: NO. 3) WITH 25' MAST ARIM, TWO NEW VEHCLE SIGNAL HE MT-.
I WIRE SIZE
RE DVZ. T LTal--TNz AND LUM7NAIRE AND DELIVER TO THE CITY
J Pbveb
WIRE SIZE
---'I _':GH7 VAULT
DETAIL SHEETS AND STD. PLANS.
WIRE SIZE
JIICN TO 22 FEET 3-LCW H_ SUB GRADE
ENEINE-R. REMOVE E.ONDAT
L
INSTAL GAL V. STEEL SIGNAL POLE (POLE NO. 2) WITH 25' MAST ARM, TWO RELOCATED VEHICi E S I 6NA 7&
S[&\AL✓
POWER
VAULT
W17H SOUARE DOORS, 5' BACK PLATES AND TUNNEL VISORS. INSTAL L' S. - 200 WATT H.P.S. LUMTNA__ 555' S�:
*EX. - 5 PR. SHLD. INTERCONNECT)
0
A
A_,
A STF
-u-
:
12,
x
7.-
3
— -----------------
1 m_ SE-z DrS. TSIO FOR
A
--- MONUMENT
STA. 13+23.70
4 GARDEN AVE. N
STA. 4+47.25
NORTH 6TH ST.
--------- fl—
CONSTRUCTION NOTES
Do !
1 4 T- L 0 CA T 10 N S C'r 11 ED U L E
PEDESTRIAN HEADS
N
NOT TO SCALE
EX. 9,10,11.12
N, RELOC. 13,16
N NEW 14,15
CONDUIT & WIRING SCHEDULE
O
- EAD .
INSTALL GALV. STEEL S16NAL POLE (POLE: NO. 3) WITH 25' MAST ARIM, TWO NEW VEHCLE SIGNAL HE MT-.
I WIRE SIZE
RE DVZ. T LTal--TNz AND LUM7NAIRE AND DELIVER TO THE CITY
SQUARE DOORS, 5' BACK PLATES AND TUNNEL VISORS. INSTAL!- 200 ViATIT H.P.S. LUMIWAI-RiE-351 MOLINFTNG HIT. SEE cp. p Tc-�O`
au I_
WIRE SIZE
PUGET
DETAIL SHEETS AND STD. PLANS.
WIRE SIZE
JIICN TO 22 FEET 3-LCW H_ SUB GRADE
ENEINE-R. REMOVE E.ONDAT
L
INSTAL GAL V. STEEL SIGNAL POLE (POLE NO. 2) WITH 25' MAST ARM, TWO RELOCATED VEHICi E S I 6NA 7&
S[&\AL✓
POWER
VAULT
W17H SOUARE DOORS, 5' BACK PLATES AND TUNNEL VISORS. INSTAL L' S. - 200 WATT H.P.S. LUMTNA__ 555' S�:
*EX. - 5 PR. SHLD. INTERCONNECT)
0
A
ROVISIONS, DE711� -
SHEETS AND STD. PLANS.
LIGH� VI-i
I
x
IN57ALL GALV. STEEL SIGNAL PU E (POLE NO. I ) WITH 42� MAST ARM�, TWO RPLO-�ATED VE.-! r, jt.L -t L
1 m_ SE-z DrS. TSIO FOR
A
TYPE 'L' TIJ E� FA7ED (NC 13 AND CN:_: N�A ESES
W7 7H SQUARE DOORS, 5_` BACK PLATES AND i NNEL VISORS, ONE
L 1 1 UIAINATD7
SIGNS. STALL AAT 7 P. CZ.
M73. 7YF7 'A' AND TWO PEDESTRIAN PUSH. BUTTONS WITH SIL
7 9
;EMOV-7 CO' U__ �U\S -\AAA&
WIRING TO BECOME PROPERTY 0: L z
,J7A'.
SPEC. PR01IISIONS, DETAIL SHEETS AND STD. PLANS.
By
OV-i _ 5 (C)).
(D
N;IIALL S -RI 'm t R:; O-�.TED 'IN". 16) AND ONE NEW PEDESIRTAN riGN.A!_ HE' y -.z r
AN H.E.- DOLE AlITH ONE AD 'o
1 LX.(S - =12)
AE-A D-IN COI'�Dj__ -,N FLAACL.
4NE. 7 6 -D RELOCATED PEDES7RI AN PUS'-I BUTTONS WIT 1,H SIGNS. SEE SPEC. PROVISIONS, DETAI: SL --7S AND STAND AR01 %c
4
7 C! A
VEH T r'� C,:)7 r! zr, TA I' SH 'N3 STD. P: NS.
NS AL! RELOCAT-D EVERCEND D TOD. SEE SP-P. PROVTQTI�,�S, D
D CT:C!, O�F DETECTORS. :7 PROVISIONS, �6 __�jl E F: AN`
A_ 5'xE ' "N C S=C. P� �NS. .
I � L! - - i---- - 5 T D
OV 0
---------- ----- ----------------------- ----- ------ ------ 7
(D
-TAI SHE -- AN STD. AN .
INSTAL! TYPE 1 CONCREE E JUNCTION BOX. SEE SPEC. S, I I HEI D PL S
EC. PROVISION Dri 1-
[EX.(l - 2/c S.:_3.} 1
— — — — —
- - - — - - - - -- - - - - --
;120TH`_'_ TYPE Co!j'��ZZTCE j- EE SPEC. PROVISIONS, DETAIL SHEET AND STD. PLANS.
JUNCTION' BOX. S,
INC.
- - - - - - - - - - - - -
9
I 710-f-c-
NTEKE=7 ItID R:RC,,'Lj7E _7 -C_
F:X_�ST IN& CONDUIT RUN USING EXISTING CABLE TO jN:-W TIDE JUNCT I ON B`_,X. 5 5
A
EX. 1�'-'
S":E7 AND STD. P 'NS.
1 U E NORT' 15 ?
EX. Y
IL S-�'�_ET
T:�S-ALL POLE BDX 57," ). SEE SPEC. PROVISIONS, DETA� AND STD. PLANS.
L
A
3"
(3 - 5/C. 2 - 2/C SHLO.
A6
- - - - - - - --- - - - - -
1)
ROUTE -EXISTING INDUCTION LOOP DETECTOR T NEW JUNCTION BOX. REINSTALL EXISTING LOOP DETECTORS
- - - - - - - - - - - - -
CB li
SHI-13-2 - _D/ C SH;
TERCONNE 1)
EX.(24i8 SE:IVICL,l 6 PR. TNl_ C
R To S AND 5T PLANS.
AS N:ECESSARY IN ORDE -EXTEND LOOPS TO PULLBOX. SEE SPEC. PROVISIONS, DETAIL SHEET _D
--tit
vii 2
3 - 5/C
-
REMOVAL NOTES
/I Q�' 71 :X.(_1
A
7 Z 7
L� -- -- -- -- -- -- - - --- --
steer
-5/C. 4-2/C SHLD.).(4-5 fr� S
14 _IjL71. I
1 5/C 04 L D. . i -6 R. i C i . I
REMOVZ EZXl-_-T7NG SIGNAL PCL-E, MAST ARY., AND LUM.TNAIR'- AND DELIVER TO THE CITY OF RENTON SIGN'; SHOPS AA-- :,Tal-F7- Dzy T-::
pbs,s
- - - - - - - - -
E X. ;/c,-, -)/C
" II/E. 2/c SHI-D. , 2 #8
Ex.(i P D 11
ENSTN I HR. REMOVE FOUNDJ70N 7 0 2 E BELOh THE SUBS AD-. REINSIALL SIGNAL HEADS AND P-D7rTRI' PUS' BUTTONS
-' AN
UTILITY /
VAULT —
X.(3 _'o _S7_Rv_:17_Ll'
As IN CONSTRUC-TION NOTE.
Do !
1 4 T- L 0 CA T 10 N S C'r 11 ED U L E
PEDESTRIAN HEADS
N
NOT TO SCALE
EX. 9,10,11.12
N, RELOC. 13,16
N NEW 14,15
CONDUIT & WIRING SCHEDULE
RUN N0.1
CONDUIT SIZE
I WIRE SIZE
RE DVZ. T LTal--TNz AND LUM7NAIRE AND DELIVER TO THE CITY
OF RENTON SIGNAl SHOPS AS DIRECTIED BY
WIRE SIZE
PUGET
CONDUIT SIZE
WIRE SIZE
JIICN TO 22 FEET 3-LCW H_ SUB GRADE
ENEINE-R. REMOVE E.ONDAT
EX, 1 %
S[&\AL✓
POWER
VAULT
EX. 2'
*EX. - 5 PR. SHLD. INTERCONNECT)
0
A
A
LIGH� VI-i
I
x
EX. IV`
EX�(? - 6 PR. INTERCONNECT)
A
EX. 1��7'
III
7 9
;EMOV-7 CO' U__ �U\S -\AAA&
WIRING TO BECOME PROPERTY 0: L z
IY,', 1�,-
(5/C), (2 - i98)
Zn3
EX.
1 LX.(S - =12)
AE-A D-IN COI'�Dj__ -,N FLAACL.
Ex. (5% 11",
*EX - -5/C), EX.(2 - #8)
3". 3', 2'
(2 - 98)
(D
-X-Si_N iN_-T-,OY OX.
[EX.(l - 2/c S.:_3.} 1
r°.-
cl
X
F N�
26
A
n T SRS.
(5/c. 3/c SH:_01.) (2 - -8)
Do !
1 4 T- L 0 CA T 10 N S C'r 11 ED U L E
PEDESTRIAN HEADS
N
NOT TO SCALE
EX. 9,10,11.12
N, RELOC. 13,16
N NEW 14,15
CONDUIT & WIRING SCHEDULE
RUN N0.1
CONDUIT SIZE
I WIRE SIZE
I RUN NO.1
CONDUIT SIZE
WIRE SIZE
RUN N0.1
CONDUIT SIZE
WIRE SIZE
A
EX, 1 %
EX.(2 - #12)
A
EX. 2'
*EX. - 5 PR. SHLD. INTERCONNECT)
0
A
2..
1�
8 - #12
A
EX. IV`
EX�(? - 6 PR. INTERCONNECT)
A
EX. 1��7'
III
4EX. (2 - 2/C S!-ILD.
IY,', 1�,-
(5/C), (2 - i98)
Zn3
EX.
1 LX.(S - =12)
A
Ex. (5% 11",
*EX - -5/C), EX.(2 - #8)
3". 3', 2'
(2 - 98)
A4
EX.
[EX.(l - 2/c S.:_3.} 1
4�
*EX.(? -5/C. 2 - 2/C SHI D. 1, ED X. 1, 2 - #8
L
26
A
IV2", 1�?
(5/c. 3/c SH:_01.) (2 - -8)
EX. 1�'-'
EX.(2, - -�57 SEE,
EX. Y
*-;.(4 - 5/C)
A
3"
(3 - 5/C. 2 - 2/C SHLO.
A6
116,
FX.(2- ,
.(1 "C SLZ
E X - Lmo. X. (2 - �s SERVICE,
8 I
A
SHI-13-2 - _D/ C SH;
TERCONNE 1)
EX.(24i8 SE:IVICL,l 6 PR. TNl_ C
-
128\
3 - 5/C
-lt2
/I Q�' 71 :X.(_1
A
3% 2"
-5/C. 4-2/C SHLD.).(4-5 fr� S
14 _IjL71. I
1 5/C 04 L D. . i -6 R. i C i . I
A
EX.(3'.2')
E X. ;/c,-, -)/C
" II/E. 2/c SHI-D. , 2 #8
Ex.(i P D 11
A
X.(3 _'o _S7_Rv_:17_Ll'
A
3", 3% 3'
(6-5/c, i---'/C S`4 _D)�3-51C. SHLD.
1-5 PRI., �') - - -_
I-3/c SHILD. i/l - .1,2 �s SZ�Rvil_z.
x.,3
I X: . 2 - 5 1 3f SLILL X.
Z n2ri
E X.
A
(3 - 5/C, __%/C SHILD.
A
X.(3',
FX. 2 - ;:8
1�2�2
EX.
PR� ET)
*EXISTT* WIRIN7 n 5- D-Z -M
TO EuW�-'
DUEE TO NE COND,_ RO
A
PD LEI LOCATION
1 STA. 112-71, 228' RT.
? 13� STA. 9, 17' RT.
I 1 .9
3 STA. 4+03, 25.5' LT.
PHA Sr
-S
I ' E -EN CY
R G'
'4E-EMPT
ON
i
7.8
R
G
R
II
2
22
T
R,
R
I G
i PED.
10,
1
ixi
Fl,
H
14.71�
[)I
_2 ED.
9-
I i Jv 11)
1A
SEQUENCE DIAGRAM
2
2
Q1 6
6
02 8 14
4
SIGNAL PHASING
R RED
A AWBR
6 GREEN
H HAND
NOT TO SCALE
R 12' _Zqlz�l
5 NORTH
i , ''_' f
SSDE, INC-
ENGINEERS ARCHITECTS PLANNERS
2 3015 112TH AVENUE, N.E., SUITE 10'
I3ELLEVUE. --S.IN.T.- 9.004 TE-__ 205-82-7-2-950
SH
GAR'.D.EN AEl. N.
PRCJE T 915011 15
SIGNAL HEADS 0=
HEADS
NOT TO SCALE EX. 3,4 DRAWT s 48
1 jlEC DW NUMSERN
RELOC. 5.6, 7, 8 1 ;Fm'APPFIDVAL
NEW 1,2 4 C 1 T Y OF RENT ON
Ely 4.0-
-20
DPARTMENT OF P Ll 5 L I C WORKS
A;�_�Ifzf fa 2, GARDEN AVENUE N. N. 6TH STREET
ivoRTH T/05 �
SIGNALIZATION PLAN
1 -92 FL, NA
C 0 :5 20 C, DESIGN- D: NVK DAT�;
i S SUE: D F OR B T �D S I 5011TS017
ss l D r DRAWN: D.E.WHITE
iUl
i- 14-92
PRFI 'WImDY OWNED, -REV E� CHECKED
I R'�. PH C S CA
NC. R= By t_- PP.. DATz AFPR,'%':D: SHEET: OF,
CONDUIT & WIRING SCHEDULE
TO .11v '�l .--r
i
SIGN" MIR
T
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INSTALL POLE MOUNIED TIDRVUNAL,30 Su=-.T AN A POLE LOCATION SCHEDULE
X
ELECTRICAL SERVICE POINT- VODD.!F- EMSTING DLECTRICI-1 SERVI DDT%TG A. 40 AM SiGN4L BREAKER,
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SEE DWG. NO TSI FOR SIGNING SOLE-DULTE;
REFERENCED BY NUL9ERS IN OVALS (( x). 10 STA. 8-*99, 22' RT.
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AT GARDEN 9 8TH (EAST) 4 10
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AT GARDEN & 8'Dii (EAST)
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FIXTURES & SERVICE PANEL
AT GARDEN & 8TH (EAST)
r
RTN RETURN
SEQUENCE DIAGRAM
HEADS
1 61
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......................
1 61
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NEW 12,13,14,15
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21
x
......................
NDR1-HI STIH ST , POLE LOCATI ON ON SCHEDULE
POLE f LOCATION
14 STA. 1D
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5 2 15 STA. 14+11, 27.5' LT. 0 r
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SIGNAL PHA
17 STA. 14+40, 22' RT.
NOT TO SCALE im=201 FRAPHiC SCA!'_E
CONDUIT & WIRING SCHEDULE
RUN NO. CONDUIT SIZE WIRE SIZE ! NO. CONDUIT SIZE 1 WDRE SIZE
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Q I N.' Z'l 5 V. S � E �'_ .ST'oNAL POLE (POLE NO. 14) WITH 25' MAST ARM, TWO VEHICLE SIGNAL 'HEADS Y. b.
_L VISOR
TYP-. 'L WITH SLIAD- D: .S BA-K PLAT S AND TUNNEL S. INSTALL 200 WATT H.P.S. L"M7NAiRa 15
L
=C . n OVISIONS. DETAIL S E TS AND ST
S__ iR PLANS.
_V. 51-AL POLE (PD L- NO 15) WITH 25' MAST ARM. TWO VEHICLE SIGIN'AAL PE-ALDS WT5. Tl`__
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D,E n:]-i7S- T N ', U"ON W-71H SM.. iNSTALL 200 WATT H.P.S. LUMINAIRLl _ 55' MOUNT- I S__
Da' A SHE- 7s AN-11 11 STD. PLANS.
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7 AN 5 TA A __ 55 V.OUN
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6 7 Li- f L-. -
iN TL SH ET AND STD. PIA!
F7,�` -2 T j -TM 20' S__ SPEC . PROVISIONS, DFT.A S
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!NST ALL TYPE !2' 0 , j N-'- j!,F T
ON BOX. S E SPEC, PROVISIONS, DETAIL SHEET AND STD. PLANS.
O INSTALL
-ONTRO 1 AND CON7 R 0' R C-01NE; TYPE 'P-l' ON RAISED CONCRETE FOUNDATION. SEE SPEC. PROVISION-,
pi
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I!Lz: T Plul'7 M3LINTED, 7ERVINAL BOX f irlXj - ITX 5}g`). S_= SPEC. PROVISIONS, DETAIL SCI T AND STD. PLANS.
t'� Sn-r DWG. 14C. TSI POR SIGNING EDULL.
REFEREINICEDD --
_YAUM3ER
JR 0YALz ((Z)
7-2013
R R I7°
PROPOSED
PULLBOX-\ 5RI
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SSOE. ENO.
ENGTKR S ARC:P.ITECTS PLANNERS
57
STA. 15-'145 - ?3' R. xn' 'c�
C N. STH 5 112TH AVENUE, N.E SUET=- 101
BELLEVUE�, WASH_NGTCN 98014 TEL. 205-C27-295C
L
NUms °150!1 2 2
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CKTN6 I 1 -1 � - - I --- ! Ki T T 0 S.,- L
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WD_-L,= S. J,
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RECOWN08)
FOR Al F N
R, ER I. -S fljdl OF RL 1 ON
S_r'_' SO Pv
7i' DEPARTMENT PUELIC WOPKS
&
' �p s
N. 8TH STREET AT PACCAR/BOEING DRIVES
PROFILE OF JACKED US B 0 Ri- lei 4� D SIGNAL IZATION PLAN
CONDUIT RAILROAD CDOPQ T NG
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PE-DESTRIAN HEADS
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4 N
POLE f LOCATION
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SIGNAL PHA
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NOT TO SCALE im=201 FRAPHiC SCA!'_E
CONDUIT & WIRING SCHEDULE
RUN NO. CONDUIT SIZE WIRE SIZE ! NO. CONDUIT SIZE 1 WDRE SIZE
- 5.. 1�1'° (3 5 1C. 3/Z- SHLD. ), (2 - #8)
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L
KRLINSTON NOR-i N R.R.
ST A 19-55
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R.R. R/W
25'
Q I N.' Z'l 5 V. S � E �'_ .ST'oNAL POLE (POLE NO. 14) WITH 25' MAST ARM, TWO VEHICLE SIGNAL 'HEADS Y. b.
_L VISOR
TYP-. 'L WITH SLIAD- D: .S BA-K PLAT S AND TUNNEL S. INSTALL 200 WATT H.P.S. L"M7NAiRa 15
L
=C . n OVISIONS. DETAIL S E TS AND ST
S__ iR PLANS.
_V. 51-AL POLE (PD L- NO 15) WITH 25' MAST ARM. TWO VEHICLE SIGIN'AAL PE-ALDS WT5. Tl`__
W p! L 7 ITH SQ, ARE 'Do _K _� 4� _ND TUNNEL VISORS. ONE PEDESTRIAN SIGNAL READ MTG. TYP-"- ',A' AN
D,E n:]-i7S- T N ', U"ON W-71H SM.. iNSTALL 200 WATT H.P.S. LUMINAIRLl _ 55' MOUNT- I S__
Da' A SHE- 7s AN-11 11 STD. PLANS.
03, V. S7 7 �ZTG%�f DO' N'. 17) WT TH 20' M!. C T ARMI. TWO V--"4.T 'DS k-5. W-T'
'CLE SIGNAL H'EA
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__ - _. 4 k , � A AND TUNNE- V I SORS. TViO P . I . P Z_ I AND iYO
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K 7- D V-,SOR�" Ojl- D- PS-I TANSIGNAL HLAD MTG TYP_ ND ONE
__ N EDE JRT
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0 ?"'STALL ',"x-,-' 00- L'_ z—ORS. S-7 S:3-�C. PROVISIONS, DETAIL SH-1-T AND -ID. PLANS.
6 7 Li- f L-. -
iN TL SH ET AND STD. PIA!
F7,�` -2 T j -TM 20' S__ SPEC . PROVISIONS, DFT.A S
- ll�l La a _ , 0.1
!NST ALL TYPE !2' 0 , j N-'- j!,F T
ON BOX. S E SPEC, PROVISIONS, DETAIL SHEET AND STD. PLANS.
O INSTALL
-ONTRO 1 AND CON7 R 0' R C-01NE; TYPE 'P-l' ON RAISED CONCRETE FOUNDATION. SEE SPEC. PROVISION-,
pi
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I!Lz: T Plul'7 M3LINTED, 7ERVINAL BOX f irlXj - ITX 5}g`). S_= SPEC. PROVISIONS, DETAIL SCI T AND STD. PLANS.
t'� Sn-r DWG. 14C. TSI POR SIGNING EDULL.
REFEREINICEDD --
_YAUM3ER
JR 0YALz ((Z)
7-2013
R R I7°
PROPOSED
PULLBOX-\ 5RI
eeoe
SSOE. ENO.
ENGTKR S ARC:P.ITECTS PLANNERS
57
STA. 15-'145 - ?3' R. xn' 'c�
C N. STH 5 112TH AVENUE, N.E SUET=- 101
BELLEVUE�, WASH_NGTCN 98014 TEL. 205-C27-295C
L
NUms °150!1 2 2
g
5_ =
HEAD~
;
'LOOSEL" __A'i= BULKHEAD -.21; 4,STM A'7D' GRADE B S- -L SIGNAL HFr Q S T'�Q
(Typ. BOTH PAqTN�z PTP�. 0,15L9" MTN. WA 'L THICKNEH 45
CKTN6 I 1 -1 � - - I --- ! Ki T T 0 S.,- L
- 1 TN_ "CKED
WD_-L,= S. J,
z:
RECOWN08)
FOR Al F N
R, ER I. -S fljdl OF RL 1 ON
S_r'_' SO Pv
7i' DEPARTMENT PUELIC WOPKS
&
' �p s
N. 8TH STREET AT PACCAR/BOEING DRIVES
PROFILE OF JACKED US B 0 Ri- lei 4� D SIGNAL IZATION PLAN
CONDUIT RAILROAD CDOPQ T NG
SCALE- HOR-jZ. v___
S5'' D ORR 5 -, ' I _9? DATE: PLE NAME -1 5,G 11TS09
IISSILIED FOR DERM-ii
hl C/ DRAWN: 0. E Win' 1 TE
M
)_ � SCALE-, 1 '=20'
-97, c"EEKED
E-
NA R Y 0 WINE R REV
61, App-. D A TF APPROVED1 s D7:
CONDUIT & WIRING SCHEDULE
RUN NO. CONDUIT SIZE WIRE SIZE ! NO. CONDUIT SIZE 1 WDRE SIZE
- 5.. 1�1'° (3 5 1C. 3/Z- SHLD. ), (2 - #8)
A, 8 -12 I A
-A2
1 4 - :-12 (1 51,. 2/C SLLD. ),,2-;E8)
1 �2' 1 3� 5 2
L SL_
21C 6 PR. I/C)(2 S-, B �O D��T-, T a-
j N" 0 iq STR:---T PJW
A4 2 C CTION
- ET�
C, ..... 5- ETIDN 01,.`N�
A5
3',
LO
_ L15
5/-) . L 5/c. :N 2
5 - 2/ C SHT --3/,- S, -5 PR. 1,-1), 0.
3 3 2 1 & 3 53/_ 3/C SH-
16
Z-6\
5,1-- 3/C 2/C SHLD.
L
KRLINSTON NOR-i N R.R.
ST A 19-55
55'
--BURLINGTON NORTIH"�J�N
R.R. R/W
25'
Q I N.' Z'l 5 V. S � E �'_ .ST'oNAL POLE (POLE NO. 14) WITH 25' MAST ARM, TWO VEHICLE SIGNAL 'HEADS Y. b.
_L VISOR
TYP-. 'L WITH SLIAD- D: .S BA-K PLAT S AND TUNNEL S. INSTALL 200 WATT H.P.S. L"M7NAiRa 15
L
=C . n OVISIONS. DETAIL S E TS AND ST
S__ iR PLANS.
_V. 51-AL POLE (PD L- NO 15) WITH 25' MAST ARM. TWO VEHICLE SIGIN'AAL PE-ALDS WT5. Tl`__
W p! L 7 ITH SQ, ARE 'Do _K _� 4� _ND TUNNEL VISORS. ONE PEDESTRIAN SIGNAL READ MTG. TYP-"- ',A' AN
D,E n:]-i7S- T N ', U"ON W-71H SM.. iNSTALL 200 WATT H.P.S. LUMINAIRLl _ 55' MOUNT- I S__
Da' A SHE- 7s AN-11 11 STD. PLANS.
03, V. S7 7 �ZTG%�f DO' N'. 17) WT TH 20' M!. C T ARMI. TWO V--"4.T 'DS k-5. W-T'
'CLE SIGNAL H'EA
'U, _,Z Z' 5 C 0 - 'z EDESTRIAN SIGNAL H.___ADS VT6 A'
__ - _. 4 k , � A AND TUNNE- V I SORS. TViO P . I . P Z_ I AND iYO
N ��_,�Z' - 5 ".�ZTA! 1 200 WATT H.P.S. 1 UMENATK 35' MOUNTING LI*T. S�� � -C. �ROV-,S Cl
J 7 �- �,M S`ISN��. ; �� 7 INS,
i. I TDN
LIZ 7A. �z IN TFI. 0 ANq
-7 zz __ljl�" 0! N 0 -TH 25' VAST ARM, TWO VEHICLE SIGNAL HEADS TYPE W
K 7- D V-,SOR�" Ojl- D- PS-I TANSIGNAL HLAD MTG TYP_ ND ONE
__ N EDE JRT
-, f
T ON -.ND SIGN`. I'S TA5 L '200; WATT H.P.S. LUMIN IR_ TING LT. H_� S. P�OVISTOINS.
7 AN 5 TA A __ 55 V.OUN
I EDzS j 7
D_zT I'Ll S' _�E E T S v"D E57D. P'LANS.
(DI lNT L z V�_Tr! 0:1- L D- T R . SE z SP C. PROVISIONS, DETAIL SHE� AND STD. PL AN
S.
0 ?"'STALL ',"x-,-' 00- L'_ z—ORS. S-7 S:3-�C. PROVISIONS, DETAIL SH-1-T AND -ID. PLANS.
6 7 Li- f L-. -
iN TL SH ET AND STD. PIA!
F7,�` -2 T j -TM 20' S__ SPEC . PROVISIONS, DFT.A S
- ll�l La a _ , 0.1
!NST ALL TYPE !2' 0 , j N-'- j!,F T
ON BOX. S E SPEC, PROVISIONS, DETAIL SHEET AND STD. PLANS.
O INSTALL
-ONTRO 1 AND CON7 R 0' R C-01NE; TYPE 'P-l' ON RAISED CONCRETE FOUNDATION. SEE SPEC. PROVISION-,
pi
�N -ANS.
I!Lz: T Plul'7 M3LINTED, 7ERVINAL BOX f irlXj - ITX 5}g`). S_= SPEC. PROVISIONS, DETAIL SCI T AND STD. PLANS.
t'� Sn-r DWG. 14C. TSI POR SIGNING EDULL.
REFEREINICEDD --
_YAUM3ER
JR 0YALz ((Z)
7-2013
R R I7°
PROPOSED
PULLBOX-\ 5RI
eeoe
SSOE. ENO.
ENGTKR S ARC:P.ITECTS PLANNERS
57
STA. 15-'145 - ?3' R. xn' 'c�
C N. STH 5 112TH AVENUE, N.E SUET=- 101
BELLEVUE�, WASH_NGTCN 98014 TEL. 205-C27-295C
L
NUms °150!1 2 2
g
5_ =
HEAD~
;
'LOOSEL" __A'i= BULKHEAD -.21; 4,STM A'7D' GRADE B S- -L SIGNAL HFr Q S T'�Q
(Typ. BOTH PAqTN�z PTP�. 0,15L9" MTN. WA 'L THICKNEH 45
CKTN6 I 1 -1 � - - I --- ! Ki T T 0 S.,- L
- 1 TN_ "CKED
WD_-L,= S. J,
z:
RECOWN08)
FOR Al F N
R, ER I. -S fljdl OF RL 1 ON
S_r'_' SO Pv
7i' DEPARTMENT PUELIC WOPKS
&
' �p s
N. 8TH STREET AT PACCAR/BOEING DRIVES
PROFILE OF JACKED US B 0 Ri- lei 4� D SIGNAL IZATION PLAN
CONDUIT RAILROAD CDOPQ T NG
SCALE- HOR-jZ. v___
S5'' D ORR 5 -, ' I _9? DATE: PLE NAME -1 5,G 11TS09
IISSILIED FOR DERM-ii
hl C/ DRAWN: 0. E Win' 1 TE
M
)_ � SCALE-, 1 '=20'
-97, c"EEKED
E-
NA R Y 0 WINE R REV
61, App-. D A TF APPROVED1 s D7:
KRLINSTON NOR-i N R.R.
ST A 19-55
55'
--BURLINGTON NORTIH"�J�N
R.R. R/W
25'
Q I N.' Z'l 5 V. S � E �'_ .ST'oNAL POLE (POLE NO. 14) WITH 25' MAST ARM, TWO VEHICLE SIGNAL 'HEADS Y. b.
_L VISOR
TYP-. 'L WITH SLIAD- D: .S BA-K PLAT S AND TUNNEL S. INSTALL 200 WATT H.P.S. L"M7NAiRa 15
L
=C . n OVISIONS. DETAIL S E TS AND ST
S__ iR PLANS.
_V. 51-AL POLE (PD L- NO 15) WITH 25' MAST ARM. TWO VEHICLE SIGIN'AAL PE-ALDS WT5. Tl`__
W p! L 7 ITH SQ, ARE 'Do _K _� 4� _ND TUNNEL VISORS. ONE PEDESTRIAN SIGNAL READ MTG. TYP-"- ',A' AN
D,E n:]-i7S- T N ', U"ON W-71H SM.. iNSTALL 200 WATT H.P.S. LUMINAIRLl _ 55' MOUNT- I S__
Da' A SHE- 7s AN-11 11 STD. PLANS.
03, V. S7 7 �ZTG%�f DO' N'. 17) WT TH 20' M!. C T ARMI. TWO V--"4.T 'DS k-5. W-T'
'CLE SIGNAL H'EA
'U, _,Z Z' 5 C 0 - 'z EDESTRIAN SIGNAL H.___ADS VT6 A'
__ - _. 4 k , � A AND TUNNE- V I SORS. TViO P . I . P Z_ I AND iYO
N ��_,�Z' - 5 ".�ZTA! 1 200 WATT H.P.S. 1 UMENATK 35' MOUNTING LI*T. S�� � -C. �ROV-,S Cl
J 7 �- �,M S`ISN��. ; �� 7 INS,
i. I TDN
LIZ 7A. �z IN TFI. 0 ANq
-7 zz __ljl�" 0! N 0 -TH 25' VAST ARM, TWO VEHICLE SIGNAL HEADS TYPE W
K 7- D V-,SOR�" Ojl- D- PS-I TANSIGNAL HLAD MTG TYP_ ND ONE
__ N EDE JRT
-, f
T ON -.ND SIGN`. I'S TA5 L '200; WATT H.P.S. LUMIN IR_ TING LT. H_� S. P�OVISTOINS.
7 AN 5 TA A __ 55 V.OUN
I EDzS j 7
D_zT I'Ll S' _�E E T S v"D E57D. P'LANS.
(DI lNT L z V�_Tr! 0:1- L D- T R . SE z SP C. PROVISIONS, DETAIL SHE� AND STD. PL AN
S.
0 ?"'STALL ',"x-,-' 00- L'_ z—ORS. S-7 S:3-�C. PROVISIONS, DETAIL SH-1-T AND -ID. PLANS.
6 7 Li- f L-. -
iN TL SH ET AND STD. PIA!
F7,�` -2 T j -TM 20' S__ SPEC . PROVISIONS, DFT.A S
- ll�l La a _ , 0.1
!NST ALL TYPE !2' 0 , j N-'- j!,F T
ON BOX. S E SPEC, PROVISIONS, DETAIL SHEET AND STD. PLANS.
O INSTALL
-ONTRO 1 AND CON7 R 0' R C-01NE; TYPE 'P-l' ON RAISED CONCRETE FOUNDATION. SEE SPEC. PROVISION-,
pi
�N -ANS.
I!Lz: T Plul'7 M3LINTED, 7ERVINAL BOX f irlXj - ITX 5}g`). S_= SPEC. PROVISIONS, DETAIL SCI T AND STD. PLANS.
t'� Sn-r DWG. 14C. TSI POR SIGNING EDULL.
REFEREINICEDD --
_YAUM3ER
JR 0YALz ((Z)
7-2013
R R I7°
PROPOSED
PULLBOX-\ 5RI
eeoe
SSOE. ENO.
ENGTKR S ARC:P.ITECTS PLANNERS
57
STA. 15-'145 - ?3' R. xn' 'c�
C N. STH 5 112TH AVENUE, N.E SUET=- 101
BELLEVUE�, WASH_NGTCN 98014 TEL. 205-C27-295C
L
NUms °150!1 2 2
g
5_ =
HEAD~
;
'LOOSEL" __A'i= BULKHEAD -.21; 4,STM A'7D' GRADE B S- -L SIGNAL HFr Q S T'�Q
(Typ. BOTH PAqTN�z PTP�. 0,15L9" MTN. WA 'L THICKNEH 45
CKTN6 I 1 -1 � - - I --- ! Ki T T 0 S.,- L
- 1 TN_ "CKED
WD_-L,= S. J,
z:
RECOWN08)
FOR Al F N
R, ER I. -S fljdl OF RL 1 ON
S_r'_' SO Pv
7i' DEPARTMENT PUELIC WOPKS
&
' �p s
N. 8TH STREET AT PACCAR/BOEING DRIVES
PROFILE OF JACKED US B 0 Ri- lei 4� D SIGNAL IZATION PLAN
CONDUIT RAILROAD CDOPQ T NG
SCALE- HOR-jZ. v___
S5'' D ORR 5 -, ' I _9? DATE: PLE NAME -1 5,G 11TS09
IISSILIED FOR DERM-ii
hl C/ DRAWN: 0. E Win' 1 TE
M
)_ � SCALE-, 1 '=20'
-97, c"EEKED
E-
NA R Y 0 WINE R REV
61, App-. D A TF APPROVED1 s D7:
REMOVAL MOTES:
APPRGXVJATELY 466 F7--ZT CF 4' YELLOW STRIPE.
( DOUBLE SOLID & GASR O. BETW-EN S7A. 5-57 TO 15=220)1.
O2 ARROW AND NCR-3 *31-Y' VAFXTNCS. AS INDICATED
ALL 10' YELLOW BUT-kC.NS !E—ETIVEEN STA. 571 -0 1:5-70).
O APPL7,0AITMATELY 140 FEET, PA�T� 7 STRIPE r -::- ALK
1 — �N.
INSTALLATION NOT"-S:
'CITY OFF RENTON STANDARO PLAN 3.5 (CROSSWALK)
20CITY OF RENTON STAND-430 PLAN 8.3 (LEFT TURN ARROW).
0 -:1.-
S_.,TNG DETAIL IA. THIS SHEET.
LDSTIRIPING PLAN 3, THIS SHEET
0 �`NER L NOTES:
Z. �- A
*W-A
.3'
4' YELLFU 17-E
LINE MAR c S;
—4. YF–H ON TYPE '11.11
LINE WAIRKERSS I
!A )DOUBLE YELLOW CENTER LINE
A
4' WH f —It E
V b
15' 31 -,�RKTYP
LINE g'
4' WH 7 TE TYPE
LINE MARKERS (PEPL.)
STRIPING DETAILS
NOT TO SCALE
T- 2013
x
SSOE, 1NC-
ENGINEERS ARCHITECTS PLANNERS
3015 112TH. AVENUE. N. E., SUITE 101
x BELLEVUE. WASHINGTON 98004 TEL 205-627-2950
6 SHEET
PROJIC
UMSERT 915011 25
N
OFQ
DRAWTNG T S 1 2
NUMBER
RECOMMENDED CITY OF RENTON
FOR APPROVAL
BY DEPARTMENT OF PUBLIC WORKS
GARDEN AVENUE N. & N. 6TH STREET
HIf CHANNEL IZAT ION PLAN
0 15 10 15 20 40 60 FOR BIDS
D; OTB
1-92 DESIGNED: DATE: FILE. NAME: 501 ITS12
PE
ERMIT 1-30-92 DRAWN: OEW
EVI�7.
il=?Ol GRAPH!', SCALE PRELIMINARY OWNER RE 1-14-92 CHECKED: SCALE. 1'=20'
No,
.1-V!S10N BY APRR. i DATE SHEET: DF:
®I I I I A I 1 i A I A 0 A I A I A I f 1 I A I I
1. ALL CHANNELIZATION E) LUN�U:tmt-U LACz,11NU
UNLESS POINTED TO BY AN INSIALLATICN NOTE
A iNC A 7N 0
J
cD
c%cNU1 -NT -----
13+23.70
�i
i [ARDE-N AVE. NORTH
1�1
i
STA. 4+47.25
NTITH 67H ST.
z
k-iN A-INO
f
SiGN
Al �u
- -------------------- ----- ---------------------------- ----------- ------------ - --------------- --
65 d
16-z
-ARDE AVE. NMT14
13
.14
GAzDEN AVE. N-GRT,4 15 i
-4 t
—1--92
. . ... .
(D
A
3.y Ar�. :
X
35' R
5
STA. 13+20.92
1
50'
R.
GARDEN AVE. NORTH =
i
x
STA. 4+47.25
TRUE( ENTRAAME
V'
16.5' _j
16.5'_
10'_
7
x
*W-A
.3'
4' YELLFU 17-E
LINE MAR c S;
—4. YF–H ON TYPE '11.11
LINE WAIRKERSS I
!A )DOUBLE YELLOW CENTER LINE
A
4' WH f —It E
V b
15' 31 -,�RKTYP
LINE g'
4' WH 7 TE TYPE
LINE MARKERS (PEPL.)
STRIPING DETAILS
NOT TO SCALE
T- 2013
x
SSOE, 1NC-
ENGINEERS ARCHITECTS PLANNERS
3015 112TH. AVENUE. N. E., SUITE 101
x BELLEVUE. WASHINGTON 98004 TEL 205-627-2950
6 SHEET
PROJIC
UMSERT 915011 25
N
OFQ
DRAWTNG T S 1 2
NUMBER
RECOMMENDED CITY OF RENTON
FOR APPROVAL
BY DEPARTMENT OF PUBLIC WORKS
GARDEN AVENUE N. & N. 6TH STREET
HIf CHANNEL IZAT ION PLAN
0 15 10 15 20 40 60 FOR BIDS
D; OTB
1-92 DESIGNED: DATE: FILE. NAME: 501 ITS12
PE
ERMIT 1-30-92 DRAWN: OEW
EVI�7.
il=?Ol GRAPH!', SCALE PRELIMINARY OWNER RE 1-14-92 CHECKED: SCALE. 1'=20'
No,
.1-V!S10N BY APRR. i DATE SHEET: DF:
®I I I I A I 1 i A I A 0 A I A I A I f 1 I A I I
I®
�n �n
5
REMOVAL NOTES:
Oi APPROXIMATELY 98 FEET OF DOUBLE 4' YELLOW STRIPE
(BETWEEN STA. 13 +27 TO M-25).
O RAILROAD CROSSING MARKINBS.
O3 ALL 10' WHITE BUTTONS (BETWEEN STA. 13 +30 TO 14 +27,
SOUTH LANE BETWEEN STA.13 +55 TO 14-27, NORTH LANE).
I
21
STA. 13 +75.00
4 NORTH BTH ST.=
STA. 20 +00
a !.` BOEING DR. (WEST)
0
z
o:
'cvr; a LJ
STA. 13 =74.33 < ?
t 1t!0R 8TR ST.= I— .. —..— o
)
t Em?_0y__ ErrTRArY^_ LRI «E — ( +22
G7"y
l.J
..— ..— ..— .....— ....... — ..— ..— ..— ..— .. — .. —.. —.. �.. —.. —.. Paved. — —
Paved y - I`� ••_ -. ., -.. -.
s
.. . X X7.75. 1 < ... .`a' +42 ... 4 . ... < ....
NORTH
8TH ST. .13 1 ` 14 ' 1 15
. - - - - --
— ..— . :— ..— ..— ..— ..— ..— .. —.. —.. �...— ..— ..— .� —..— �� .T..— f.- e.
44 +45
IX
z
C
N1
z
19
0
c
�( u
X '
INSTALLATION NOTES:
CITY OF RENTON STANDARD PLAN 8.5 (CROSSWALK)
I
0 ?2 CITY OF RENTON STANDARD PLAN 8.3 (LEFT TURN ARROW).
Ia3 CITY OF RENTON STANDARD PLAN 8.9 (THRU & LEFT TURN ONLY ARROW).
Q CITY OF RENTON STANDARD PLAN 8.3 (RAILROAD CROSSING MARKING).
CITY OF RENTON STANDARD PLAN 8.3 (LANE LINES ON 50' RADIUS).
CITY OF RENTON STANDARD PLAN 8.3 (18' STOP BAR).
GENERA! NOT:q:
1. ALL CHA11t+ELIZATION IS CONSIDERED EXISTING
UNLESS POlN tD TO BY AN INSTALLATION NOTE.
2. SEE DRAWINc3 SD -112 FOR STOP BAR & CHANNELIZATiON
As SELDCA ED SOEING DRIVE.
3. SEE SITE DRAWIN9 SDS FOR PACCAR Ek,:,LOYEE
ENTRANCE FOR ADDITIONAL STRIPING.
CHANN=LIZATION SUB- SUMMARY
' J
l
{
I
CD
in
U?.IT
j L.F.j E A. E.
! EA.
EA. ! EA.
L.F.
L.F.
L.F.
EA.
EA.
L. F.
L. S.
LOCATION
I E
1 I
f
i
GARDEN AV=. N. &
N. 5th S 1 P ;+_ )
ISO 1 6
152
1
12
!!! I
468
III
9
5
IWEST N. S h STREET
GARDEN AL +E N.
6 E
f
NORTH 8th S R:tl &
GARDEN AVE. NORTH
0 [
{ 1
15 !
15
320
3
BOEING 8 & PA CAR DRIVES
360 2 E i
ii ii
f
III
1 (
18
18
98 i
1 I
28
TOTAL 1
11061 4 j 6 1
132 1
12 1 1
18
18 1
581 (
1
52 1
320
8
T
0
4r n
- R1.
R LIT
RECOMMENDED
FOR APPROVAL
BY A:t 4 'r, Ae.,
T- 2013 /�y;
I I I I A I I 1 1 i t 1 I I 1 1 I l I A I I I Z I I I ii 1 1 I I I
�- ST V7�-- PM STA. 8`01
p I H A EL
T STING ZjRrl�j7T
(14,
D
\,, 2
10)
b 13 CO,
1150, �77 5 5
Q�,
il 17y
log
71,
EXISTING CIRCUIT "A2" SCHILEMATIC
VOLTAGE DROP TO SIGNAL/LIGHT VAULT STA. 7+97
10.50A x 2 x 48' x .66/1000 =0.6653
VOLTAGE DROP TO EXISTING LAMP STA. 787
1.05A x 2 x 10' x .65/1000 =0.0139
VOLTAGE DROP TO EXISTING LAMP STA. 27+58
1.05A x 2 x 62' x .66/1000 =0.0859
VOLTAGE DROP TO SIGNAL/LIGHT VAULT STA. 7-,85
8.40A x 2 x 68' x .66/1000 =0.754D
VOLTAGE DROP TO LAMP STA. 8+35
1.05A x 2 x 52' x .65/1000 =0.0721
VOLTAGE DROP TO LAMP STA. 8+99
1.05A x 2 x I45' x .65/1100" =10.2100
VOLTAGE DROP TO LAMP STA. 7+35
6.30A x 2 x 55' x .66/1000 =0.4571
VOLTAGE DROP TO LAMP STA. 5-,75
5.25A x 2 x 160' x .65/1000 =1.10 'j
VOLTAGE DROP TO EXISTING LAMP STA. 4+79
4.20A x 2 x 109' x .66/1000 =0.6043
@ VOLTAGE DROP TO EXISTING LAMP STA. 4+79
1.05A x 2 x 5' x .66/1000 =0.0069
VOLTAGE DROP TO EXISTING LAMP STA. 4+09
1.05A x 2 x 71' x .66/1000 =0.0984
VOLTAGE DROP TO EXISTING PULL BOX STA. 4+74
2.10A x 2 x 60' x .66/1000 =0.1653
013. VOLTAGE DROP TO EXISTING LAMP STA. 4+21
1.05A x 2 x 51' x .66/1000 =0.0707
VOLTAGE DROP TO EXISTING LAMP STA. 4, :)
1.05A x 2 x 10' x .66/1000 =0.0139
TOTAL VOLTAGE DROP =4.3279
1 1
PERCENT VOLTAGE DROP 4.3279 x 100 =1.801'
240
I IA I I I I I AI I I I A I I I A I A
() I r) 1n '1 r7 I r, 4 1 nn nn 11.1 nn r%
21
81
80-
1 223,;
2
47
V,
417 0 a5 '.L' 165 70
7
_Z _TA. 5-0'j 12
(CIRCUIT A2
CIRCUIT "Al" SCHEMATIC
VOLTAGE DROP TO LAMP STA. 10+81
9.45A x 2 x 417' x .66/1000 =5.2017
VOLTAGE DROP TO LAMP STA. 12+41
8.40A x 2 x 160' x .66/1000 =1.7741
017- VOLTAGE DROP TO JUNCTION BOX STA. 13+27.5
7.55A x 2 x 86' x .66/1000 =0.8344
VOLTAGEt DROP TO LAMP STA 13-50
1.05A x 2 x 27' x .55/1000 =0.0374
05 -
!Z i
VOLTRA DROP T' 0 JUN! C' 10! � BOX STA. !-+-5
. - I I �11 Dl
SYMBOLS
2. 1 OA x 2 x 47' X .;36/1000
EXISTING DAVIT POLE AND LIGHTING FIXTURE - 30' k1.0UNTIN,:5 HEIGHT.
2;
VOLTAGE DROP TO LAMP STA. I4+11
RELOCATED DAVIT POLE INTTH NEW ARM AND 200 WATT HPS
1.05A x 2 x 80' x .66/1000
30' MOUNTING HEIGHT
(2--
Vt,; 7�C- m-7OD TO 1 _AMP STA 3
�L�- _ D„ OP
NEW DAVIT POLE, ARM AND 200 WATT HPS LUMINAIRE -
x 2 x 8' ...66/1000
35' MOUNTING F-EIGHT
202
T-
EXISTING DAVIT POLE WITH 200 WATT HPS LUMINA 'RE AND TRAr-PIC SIGNAL
..201 x 2 x 121V x .65/i000
35' MOUNTING HEIGHT, fSEE PLANS)
0
V 0 L TA SHE DROP -0 EXISTING L AMP STA. 14+140
RELOCATED DAVIT POLE WITH 200 WATT HPS LUMINATRE AND TRAPFIC SIGNAL
1.05A x 2 x 9' x .66/1000
35' MOUNTING HEIGHT, fSH PLANS)
H -
- - - -:
NEW DAVIT POLE WITH 200 WATT 14PS LUj(T NA ti
I"Ra ND TRA:'ZIc SIGNAL
*
35- MOUNTING HEIGHT, ISEE PLANS)
H_
JUNCTION BOX - TYPE I WITH CONCRETE PAD
EXISTING JUNCTION BOX - TYPE I WITH CONCRETE PAD
CONCRETE PAD LIGHT BASE AND JUNCTION BOX - TYPE I
EXISTING CONCRETE PAD LISHT BASE AND JUNCTION BOX - TYPE I
PVC CONDUIT (SEE WIRING SCHEDULE ON SIGNAL PLANS)
---------------
EXISTING PVC CONDUIT (SEE WIRING SCHEDULE ON SIGNAL PLANS)
SERVICE: PANEL - EXISTING
Z,
TYPE '2' CONCRETE JUNCTION BOX
�- ST V7�-- PM STA. 8`01
p I H A EL
T STING ZjRrl�j7T
(14,
D
\,, 2
10)
b 13 CO,
1150, �77 5 5
Q�,
il 17y
log
71,
EXISTING CIRCUIT "A2" SCHILEMATIC
VOLTAGE DROP TO SIGNAL/LIGHT VAULT STA. 7+97
10.50A x 2 x 48' x .66/1000 =0.6653
VOLTAGE DROP TO EXISTING LAMP STA. 787
1.05A x 2 x 10' x .65/1000 =0.0139
VOLTAGE DROP TO EXISTING LAMP STA. 27+58
1.05A x 2 x 62' x .66/1000 =0.0859
VOLTAGE DROP TO SIGNAL/LIGHT VAULT STA. 7-,85
8.40A x 2 x 68' x .66/1000 =0.754D
VOLTAGE DROP TO LAMP STA. 8+35
1.05A x 2 x 52' x .65/1000 =0.0721
VOLTAGE DROP TO LAMP STA. 8+99
1.05A x 2 x I45' x .65/1100" =10.2100
VOLTAGE DROP TO LAMP STA. 7+35
6.30A x 2 x 55' x .66/1000 =0.4571
VOLTAGE DROP TO LAMP STA. 5-,75
5.25A x 2 x 160' x .65/1000 =1.10 'j
VOLTAGE DROP TO EXISTING LAMP STA. 4+79
4.20A x 2 x 109' x .66/1000 =0.6043
@ VOLTAGE DROP TO EXISTING LAMP STA. 4+79
1.05A x 2 x 5' x .66/1000 =0.0069
VOLTAGE DROP TO EXISTING LAMP STA. 4+09
1.05A x 2 x 71' x .66/1000 =0.0984
VOLTAGE DROP TO EXISTING PULL BOX STA. 4+74
2.10A x 2 x 60' x .66/1000 =0.1653
013. VOLTAGE DROP TO EXISTING LAMP STA. 4+21
1.05A x 2 x 51' x .66/1000 =0.0707
VOLTAGE DROP TO EXISTING LAMP STA. 4, :)
1.05A x 2 x 10' x .66/1000 =0.0139
TOTAL VOLTAGE DROP =4.3279
1 1
PERCENT VOLTAGE DROP 4.3279 x 100 =1.801'
240
I IA I I I I I AI I I I A I I I A I A
() I r) 1n '1 r7 I r, 4 1 nn nn 11.1 nn r%
21
81
80-
1 223,;
2
47
V,
417 0 a5 '.L' 165 70
7
_Z _TA. 5-0'j 12
(CIRCUIT A2
CIRCUIT "Al" SCHEMATIC
VOLTAGE DROP TO LAMP STA. 10+81
9.45A x 2 x 417' x .66/1000 =5.2017
VOLTAGE DROP TO LAMP STA. 12+41
8.40A x 2 x 160' x .66/1000 =1.7741
017- VOLTAGE DROP TO JUNCTION BOX STA. 13+27.5
7.55A x 2 x 86' x .66/1000 =0.8344
VOLTAGEt DROP TO LAMP STA 13-50
1.05A x 2 x 27' x .55/1000 =0.0374
05 -
!Z i
VOLTRA DROP T' 0 JUN! C' 10! � BOX STA. !-+-5
. - I I �11 Dl
2. 1 OA x 2 x 47' X .;36/1000
=0.1303
2;
VOLTAGE DROP TO LAMP STA. I4+11
1.05A x 2 x 80' x .66/1000
=0.1109
(2--
Vt,; 7�C- m-7OD TO 1 _AMP STA 3
�L�- _ D„ OP
x 2 x 8' ...66/1000
=0.0111
202
VOLTAGE DROP TO JUNCTION BOX STA. 14+18.55
..201 x 2 x 121V x .65/i000
=0.6875
0
V 0 L TA SHE DROP -0 EXISTING L AMP STA. 14+140
1.05A x 2 x 9' x .66/1000
=0.0125
024- VOL T AGLE DROP T 0 El X I S -1, T N1 G LAMP S T A. 15.35
-5.15A x 2 x 95' x .6:5/1000 = 0.3950
C5 - VOLTAGE DROP TO EXISTING LAMP STA. 17+08
2.10A x 2 x 165' x .66/1000 =0.4574
T- 2013
VOLTAGE DRO P To LAMP STA. 18-78
1.05A x 2 x 170' x .66/1000 =0.2356
TOTAL VOLTAGE DROP =9.8879
eace
PERCENT VOLTAGE DROP 9.8879 X loo =4.12% sso--. INC.
240 ENGINEERS ARCHITECTS PLANK-RS
3015 1! 2TH AVENUE, N.E.. SUITE 101
SELLEVUE, WASHINGTON 9800, TEL. 205-527-29500
PROJECT 915011
N.0 p=_ 30
0=
RECOMMENDED DRAWING
wums__.� F102 4
FOR A"ROVAL
C 0 N 0 N
By I I y
DEPAF�_. M.EN-1 10=
SYMBOL L 1 S T
VOLT AGE DIROP CALCULATIONS
E771 -s,_- 77 D F 0 P, E D _Q? 1A Ta; RE E KIJAE: 5011710
DRAWN:
NA.Y 0ME2 _v 7 -1k,
Y t.�PF. 1A 7- APPROVE D:
A
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RUN NO. CONDUIT CABLE GENERAL NOTES:
THE CONTRACTOR SHAL, - PROVIDE TRENCHING FOR
tc.:
2' SCHEDULE 80 2 9 8 STRE.- -AILL
EFT LIGHTING W,-.:�' R AND INST
13' SCHEDULE 830 2 ff 8, 29 8
STREET LIGHTING CONDUIT.
THE CONTRACTOR SHALL PROVIDE ALL LIAISON FOR
2' SCHEDULE 40 2 f 8 THIS PROi-ECT B-TW-7 PUG=' SOUND
I L ZEN U Ef POWER & LIGHT
COMPANY WITH REGA-70 TO TRENCHING AND
>4 3' SCHEDULE- 40 2 ;9 8, 2 L' 8 R SERVICE
ES'ONSIELE FOR ANY STREET LIGHTING SER I
CONNECTIONS R-QUTRr
= I ED AT' THE SOURCE 0: POWER
> 3' SCHEDULE 40 2 A 8 WITH PUGET SOUND POWER '& LIGHT COfPXNY.
3' SCHEDULE 80 2 f 8
SCHEDULE 40 2 8 RECOMMENDED
FOR APPROVAL
NORTH 7 -L
,ij,74 j
0 1c. i; 'In 40 60
ISSJED. FOR B-1,25
GRAPI-11-
4='C --:WALK
..........
X
T- 200
a
!A I f AI I
19 18 17 16 15 14 13 12 11 10 9 8 7 6 MICROBOX R 7 R 9 1n 1F 1`7 10 1 r)
SIGNAL
VAL "LT-
SIGNAL/LIGHT
VAULT
sv PANELCE — 28
O z,a
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SIGNAL
CONTROLLER II iI I VAULT I
ON CONC. PAD (SIGNAL /LI( ��
r �:-� ..� " �r'•. --1� '.�-.� 'VAULT 2/ EX_
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NA _IGHi 1�7 I: ,II I � SIGNAL STAND
S �3
7 STA. 8-67
r✓ / G Y L I. 28'
/ I\
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-- Covered .a_k ... .. SIGKAL/L ?GHi.. -- SIGNAL N ' 7
i �r �VAU -T j 3`
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S
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T— -- — - - — — — -- — -- — -- — -- — -- — -- — -- — — — — -- — — — —T— '— — — — — — — — — — —
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MIRING C
SEE SIGNL�
\ `-0 f j PLANS ruI
i 6 : I t
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SIGNAL VAULT'° 75�'�
I ,v 5 ? _ ._.._.._.._.._.._.. . sTA_ , �. _ _ _ _
1I1I F3WGtt a i �lica7v .. .. TO Lis TPD+! i }: i rA__PAD !.
GUY POLE 11 j J' �,*'' y� ;''; ^! ✓" vatL' '. • : V. ��y�= 5i =„_Y vA� v _T- 3 a .A - - +_ __G4AL
8 ANCHOR 1 /� y=am_ J 7 VAL_.i ' AE =IC SIGNAL
^.` SIGNAL to a 7 OLC D__ aAT -� M �' rn li SIGNAL /LIGHT
sz�! sts VAJ_T
Ull LISH7 YA'T 7 Pope, _llm . + p L. M • co PP � SIGH VALt.t . h�!co - 7 � STA. ..
39.7' f cn
_' —� i` i POLE No. 9 3S' y X o z°
17 i
CD
SIGNAL VAtL'
r�
CD
L
_� (; j �• z x a a( f 1 ,
BRING EXISTING JUNCTION BOX moo- zz 1
UP TO GRADE AND CONNECT EXISTING
F ING TO RELOCATED POLE
r — 1
STA. 2 ?t- "4 I 1
RT. 1-,,
f i 1
PO Igo. 6 30' I r 1
BUILDING 1 X I
_ Y >> '' riiRING AND COtJUiT SCHEDULE1
�� '
1 i
EXISTING CON'D'UIT & H'IR i , RUN NO. CONDUIT CABLE 1 X
MATCHL I NE STA. 2 A ; 00 SEL DWG) E 105 p 2• SCPEDULE 80 2 = B
I> 3' SCHEDULE E 80 - S, �= GENERAL NOTES:
_ THE CONTRAC',O.°. SHA!i PROVTD- TRENCHING OR ssoE. INC.
2' SC =_OUL= ':0 2 = 8 - u r= " -A'_
STR_FT LIGHTING WH_RE NE ESSARY AND INS .L
ENGINEERS ARCHITECTS PLANNERS
STREET LIGHTING CONDUIT.
3' SCH=DL E 40 2 = 8, 2 � 8 sops II27H — ENU= -, N.E., SUIT= Io;
Pr A A' I O ALL i IgIS1t
THE LQNIR- „iLii'E �-j `C`Jt .� — 'Q�. -' =VU -. WASHINGTON 92006 'C._. 205-627-2-25C
3' SCHEDULE 40 _ r 8 THIS PROJECT 5 h N aU i SOJN1 ' +A , -& LIC -
COWPANY W1 H REGARD TO 1R_INCHTNG AND
RESPONSIBLE FOR ANY STREET LIGHTING SERVIGr PRCUeU- oi��ii X34
3' SCHEDULE 80 2 8 r c CE NUtis= =�
CONNECTIONS REQUIRED AT THE SOURCE QF POWER
WITH PUGET SOUND POWER c LIGHT COBPANY. oRA�.N L 1 0�
D 1;1 SEH RULE 4.0 2 . 8 NU 6E-
RECOMMENDED C f j Y 011F ZR E N O N
FOR APPROVAL
1 _ T -2013 By LIGHTING PLAN
rtr GARDEN AVP. N. STA.24 +00 TO STA .27+00
/`y/ NORM 8TH. ST STfie3 +00 TO STA,0 +50
- 110 15 _ 4 C ISS I_, FOR SIDS. — - ! -92 o-s R. PEEPS DATE: _ "A'47'
50'iE i�J
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7
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LLJ V42L- (FUSH)
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(D 7 STA. 14-149 CD
Lfl 10 it 12 i4 RT. _23'
+ 13 i5
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1 \RT. 38' nw-
POW=—, P 7C. 5-j.T-=D
POLE No. 16 35'
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x T-2013
WIRING AND CONDUIT SCHEDULE
GENERAL NDTES-
RUN KID. CONDUIT CABLE THE CONTRACTOR SHALL PROVIDE TRENCHING FOR
STREET LIGHITINS WHERRE NHCZSS.ARY AND INSTALL eEDe
2' SCHEDULE 80 2 P 8 STREET LIGHTING CONDUIT.
I L PROVIDE LIAISON 3' SCHEDULE 80 2 9 8, 2,2 8 THE CONTRACTOR SHALL ALL — ISON FOR ENGINEERS InCHITECTS PLANNERS
CT B--Th='- PUS--T SOUN POWE & LIGHT
THIS PROJECT - - N 5 112T AVENUE, SUJ7�_ jC!
2' SCHEDULE 40 2 # 8 COWPANY Wrl TH R GARD TO TRENCHING AND 5
RESPONSIBLE FOR ANY S7Z
. ZEET LIGHTING SEERVICE
UTR - SOURC�_ OF POWER
3* SCHEDULE Ao CONNECTIONS REG AT T4
D
2 8, 2 8 1 r, - I i 18
"T COMPANY. ANY T
KUM=
WITH PUt:.-,T SOUND F WER IGH 9; 5011
2 8
3' SCHEDULE 40 rvING E 107 4 S
w �u -M
3' SCHEDULE 80 2 8
Y N
1�2' SCHEDULE 40 2 # 8 T 01- l RL-
N
RECOMMENDED nE p r, p -1. t,/, [,j 7
IVAOUcldV 1103 0= PI E Li C Yll _- R K s
0 FOR APPROVAL
z C130N31NIN003li
BY NORTH 8TH STREET LIGHTING
0
STA, 9+50 TO STA. 5+00
_92 R. PEEPS — E 0
DA. 5011-
GRAPH S-��:
ISSjED FOR, DRAWNI: mis =20'
7 NARY 0ANE S,
PREL -I V� _R RF�,!__�l
Lpp,. DATE S- - T:
AI I i I A I I I A I A A I A i I I T I i I ii I 1 I I p/4'-a4R I
O O
Lu
En
a-
t
Pg
x T-2013
WIRING AND CONDUIT SCHEDULE
GENERAL NDTES-
RUN KID. CONDUIT CABLE THE CONTRACTOR SHALL PROVIDE TRENCHING FOR
STREET LIGHITINS WHERRE NHCZSS.ARY AND INSTALL eEDe
2' SCHEDULE 80 2 P 8 STREET LIGHTING CONDUIT.
I L PROVIDE LIAISON 3' SCHEDULE 80 2 9 8, 2,2 8 THE CONTRACTOR SHALL ALL — ISON FOR ENGINEERS InCHITECTS PLANNERS
CT B--Th='- PUS--T SOUN POWE & LIGHT
THIS PROJECT - - N 5 112T AVENUE, SUJ7�_ jC!
2' SCHEDULE 40 2 # 8 COWPANY Wrl TH R GARD TO TRENCHING AND 5
RESPONSIBLE FOR ANY S7Z
. ZEET LIGHTING SEERVICE
UTR - SOURC�_ OF POWER
3* SCHEDULE Ao CONNECTIONS REG AT T4
D
2 8, 2 8 1 r, - I i 18
"T COMPANY. ANY T
KUM=
WITH PUt:.-,T SOUND F WER IGH 9; 5011
2 8
3' SCHEDULE 40 rvING E 107 4 S
w �u -M
3' SCHEDULE 80 2 8
Y N
1�2' SCHEDULE 40 2 # 8 T 01- l RL-
N
RECOMMENDED nE p r, p -1. t,/, [,j 7
IVAOUcldV 1103 0= PI E Li C Yll _- R K s
0 FOR APPROVAL
z C130N31NIN003li
BY NORTH 8TH STREET LIGHTING
0
STA, 9+50 TO STA. 5+00
_92 R. PEEPS — E 0
DA. 5011-
GRAPH S-��:
ISSjED FOR, DRAWNI: mis =20'
7 NARY 0ANE S,
PREL -I V� _R RF�,!__�l
Lpp,. DATE S- - T:
AI I i I A I I I A I A A I A i I I T I i I ii I 1 I I p/4'-a4R I
M
w TRAFFIC CONTROL NOTES:
I. PROVIDE SINGLE 4" BROKEN CENTERLINE PAINTED YELLOW (FSC- 23655)
Gur' ! / , ON ROADWAY. USE 12' TO 15' LONG STRIPES WITH A 3 TO 5 RATIO OF
ANC.FCR CONC. PAD yr -LIGHT SIGNAL LENGTH OF STRIPE TO LENGTH OF GAP. LANE STRIP SIMILAR EXCEPT
TALI IC SIGNAL`. /� I "auu j WHITE (FCS- 17886)
VAULT C " 1 X WALK Paved ,
\� sIGNAL�,RAFFIC SIGNAL 2. PROVIDE 2' WIDE STOP LINES PAINTED WHITE IFCS 17886) AT LOCATIONS
} @ //-SIGNAIL VAULT (FLUSH) —UTILITY POLE INDICATED. ' Tq� SIGNAL ,L11 �'' RISER GUY ANCHOR
` \ VAULT (FLUSH) ,� /. UTILITY PO St9 i TRAFFIC SIGNAL 3 PROVIDE 4 PARKING STALL LINES PAINTED _ - - T� - _� VAULT (FLUSH, 1 DE " P 1 N ED WHITE IFSC- !7886) AS INDICATED.
CONC. Coveretl . Ikxay
-� - -T __ 1 -
v VAULT NORTH 8th STREET \o # y 4. PROVIDE LANE USE CONTROL WORD MARKINGS PAINTED WHITE (FSC- 17886) - k- AT LOCATIONS INDICATED. WORDING TO BE 2' -4' IN HEIGHT.
Cu POL # -2' BRONZE DISK 508 \\ .5011
s ANCHaa. , „ [N SIDEWALK =.GRID ORIGIN ✓ 5. PROVIDE 6' CROSSWALK LINES PAINTED WHITE (FSC- 17886) AT LOCATIONS
i - - -
INDICATED.
C C STOP LINE - 30.4
� -
N 10,000 6 P A I N T F A CE
AND TOP OF CUR B IN NO P A RKI N G AREA Y ELLO W (FSC
-23655)
N 1 00 I-T
� Uc=T POWER 11ULr —YELE. JUNCTION BOx S 89 27'25 "E 988. 13 1 7. PROVIDE 4' ROADWAY LIMIT LINES PAINTED WHITE (FCS- 17886).
SIGNAL T /ILLY .E 5000 SOR I LANDSCAPING
I 8. ALL TRAFFIC REGULATORY LINING AND SIGNS SHALL BE REFLECTORIZED.
LIGHT °A"L' -L "-- -'� ` 2" BRONZE DISC IN SW ASPHALT (y P I� SIGN'. - N9953`_ "-""I"'�• 9. ALL SIGNS AND TRAFFIC CONTROL SHALL CONFORM TO THE STANDARDS ESTABLISHED
L EL =28.31 L ASPHALAT LANDSCA E- i - A' 'u " IN THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL
PROPERTY LINE & A �1-tlr I, ;� WELL Mw-zDR N9951.26 m
/ 1
/� CONSTRUCTION LIMITS RLN =zs.9z f DEVICES ".
SIGNAL vALLY Y j. f_' 6 I 4 I� JJ •
MONITORING ° 10. PAINTMARKING COLORS SHALL BE FEDERAL STANDARD COLOR NUMBER
_ _ _ _ _SO11 - WELL Mw -z
SDiI R[M =so.m AREAILT ON j ) INDICATED A V
RAT( i.. y (FSC ABOVE.
_ _ _ _ _ _ _ _ _ _ _ _ _ _ CONTROL , 11. REFERS TO NUMBER OF PARKING STALLS. WHERE VISITOR, CARPOOL, HANDICAP
POWER TRANS.' ^'".j STRUCTURE 1 \ O
LIGHT VAULT I z i� LJNE STRIPE z w x o COMPACT, OR MOTORCYCLE INDICATED PROVIDE 8" STENCILED MARKINGS
III f x- I 30 R N9891 , N ' CENTERED ON EACH STALL.
LIMITS OF I I_ j 25' OETENTiCN POND w 1'
TRAFFIC SIGN VA - '` Z 'y�. CONTRUCTION i� z I 5 r
Lover POE GA I, ) Irnx. w r N9868 I CONCRETE PAVING:
Vi. ca4c., PA I I Iw 2 -1 'GATES j w I a I o `;
LIGHT vAUL- 1' oz "� II GUARD HOUS FIE. J wlo °z iaZ 1. SUBMIT CONCRETE JOINTING PLAN SHOWING TYPE AND LOCATION. OF JOINTS
z� Ij .PROVIDE CO CRETE SLAB PER ® J I FORAPPROVAL',PRIOR TO CONSTRUCTION.
`r a
BUILDING SOIL x' ( BEGIN BI9F[URATION
co ` II COORDINATE W /GUARD I �'R SCALE E5456 L : N9829.74
HOUSE MANUFACTURER. I �+ LANDSCAPING N N i.
PARKING LIGH f (}�• -' I 9817.75 «,
2�1 9 10 5' I j z32/
N 9,800. I I CI I (MOTORIZED SLIDE ( I 9770 1
-_ --- - __ - --
GATES I xSTO LINE.
'SJ -{
LIMITS -0F STOP SIGN I h r y E5362.75 L c
i11 I CONTRUCTION ¢ BIOF[LTRATION
/C 1
1 x LANDSCAPE SCALE
'I I N9736.25 / /J�"
rE4499 96 - - - - - - - f _ _ J ENDS OVER FLOW
1 N9744.25 - - - 80TH
-io -x -- ° H SPILLWAY
�` L LANDSCAPING 9736:25 x_ x rt 5011 V Y
cti 7 °t- � I I
%Paved
-POSE 0 TS 3 LER T�� J
aESTDU ( =GR FuiuRE WATER H. J U .TRENCH GRAIN H �LANDSCAF1Nb
vwLT SO11 50 R SDI! ` t °. N9805 r ,� c
__ 50'RO - PTO ASPHALT
N9685 / STOPSIGN .Y _
o I A N9663 t R /
11 -W �,.. MON[TO RING v'1 SDI1 1\ N9663 E5358.25 ^ --
WELL MW -I1 MEN [TGR iNG. U01 R IG -
( lA -a 'NE L LN 20
MONITORING I
WELL DM -2D TYP. DR R:iN
nELL MW IS
aoxedtl j on LANDSCAPINCr m 1 PAINTED ROADWAY (
10 CONC.
' /M ni
t 6
27"1 N zMI( LINE
" Y
j 5011 ASPH. PH. /.' ° 1 i � ,13 MIN SDll °Y 5011 °o
_. -
b`I I� LANDSCAPING 86-R 6\ 16' MAX ® -
PROPERTY LINE & I ( j I PC 13 MIN �nsfn.ct>`u. N
CONSTRUCTION LIMITS v! � A� CANOPY 1 As -� '/fflw.lab /e
N9577 /J OR PAVING BELOW I L__
s I' So 11 E5126.83 D CANOPY SEE SHY. C6
N9541 O1 J \
PAaKtN �j moi o; j r SDll E5333 83 v N90e00 00 E-
LIGHT a c-;3 �_ e
~ e -
AS'PHALi CONCRETE
_ TRUCK WELL
IGHr .Lull I' SEE STRUCTURAL SHT. C6
55 0 1 ZS,' 10 9 1
,N9539.34.
1/
sDI a
TYPICAL .® 1 wi / S0I1 5011 - 1
PARKING LINES ¢
CO4C. PAD, .
zo x15 so R� r °I� MANUFACTURING y� /9:
SO11 I
o Lou N9433 ' R BUILDING �4' wAmaTM� 5 N! 100 I FFE 31.0 0w �' °t
-- N9413 0 N /,
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N 9400 -"-' -- -- -..._. • R 23$n4t46
` MATCH LINE N 9,400 FOR CONTINUATION SEE DWG SD9 0
�SIONAlF3�'�
i
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AREA (( A g I TE PLAN
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KEY PLAN
NO SCALE z
T -2013
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3015 112TH A N.E. SUITE 101
iUE. 111II 6 9-4 TEL. 205 -827 -2950.
E --
uU °8E 91 =011
oF(r„ I;n7 I�
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CITY OF RENTON
AREA "A" SITE PLAN
2 1 BULLETIN u2 (B -2) 11 NS 1 4 '.a -l? DFSIOG - M.B
SCALE: 1' =40' � DATE: 10 -31-91 �: FIE E: 5011 S07
o I BULLETIN 01 NS 3/24/91 DRAWN: C.N.
z 1 CHECKED: S. T SCALE: 1' =40' Pu
p ,( 0 ISSUED CONSTRUCTION nea P
2017 N0. REVISION BY. —R. DATE APPROVED: SHEET: OF:
/34cGAR 2 -i
.�
TREES
TEST PILE SCHEDULE
TEST PILE FULL -DEPTH
'', FULL -DEPTH �ISHORT -DEPTH
SHORT -DEPTH
LOCATION TEST PILE TIP!, TEST PILE i TEST PILE TIP
I TEST PILE
NUMBER ! ELEVATION IN
MAXIMUM 'ELEVATION IN
MAXIMUM
FEET
APPLIED LOAD :'FEET
APPLIED LOAD
!
IN TONS
IN TONS
1 -90
288 -80
200
2 -- 70
288 -
-
3 I -44
288 _
-
4 ' -46
' 2S8 -27
125
C : VAULT GH VAULT Paved \'
-- Paved _
T
JUNCTION
NOTES:
MANUAL NEW CURB !PERK \� -IRON PIPE \ ti� sox 1. PROVIDE IS 0 TEST PILFS (6 TOTAL)
SLIDING ` u CITY OF ' ° \ \ ! W /2" BRASS ' \ - ° AT LOCATIONS DIRECTED BY OWNER,
GATE \, SOII RENTOPFSTDS r (\ DISK NOR?H 81H �IREEI c 2. FOR TEST PROCEDURES AND OTHER
• _ - _ sAd„ _ N 0 � - REQUIREMENTS SEE SPECS. - !-
-__. - REDO
_ �3. 30" HOT DIPPED GALV.STEEL CASING P[PE, -�\
i9E l0 0G
I 986. 13 t x / N9981.9 •� Ancfio� ti ' a 1
e / MIN 0.469 INCH HALL, ASTU A53 GRADE B,
35'R.( / 4�\ ° ��. �A -14 °A6 33 rt� 'V •i \° \ fy 35,000PSI
- PROPERTY LINE & 6' STpp 35'R
N9966.1,5 �., R=757. 01 IRON PIN 1/2" / �* - - - - - - - - - - - - -
I CONSTRUCTION L[MtTS SIOEWALK S C., * \� .,�•.` 195.22 Pd ° =� BRONZE DISC \ �i 42 T
STOP LIE - N9950.16 24�R :Bp .L.= 37.19 -'' � �Y , 50'-6 CASING - 1
N9951.26 LANDSCAPING 6 ^ 9 . -- \ \ 40 - �.
m \ N
0
SD11 m SIGN. ° ea � � Cf6j0 /�S7c N 18 °00 40J I� \ TOP OF TIE A ' /'-Y -GRADE
I OETENT ION POND/ \ N _
'BIOFILTRATION a ENTRANCE SIGN ( �/ '�A9• 82 1' 38�
x SEE SIGNAGEIDIGS 9,pOCq=M ^�07�` •'.SO• "/ 3 Q-o •\\ \ RECEIVING
1 ,cr AREA S•'� 9 .` Y y ti \ PIT
JACKING IT
dry G LANDSCAPING'. •ol 9F:. \ - K[NG P
N9 ° 26.. 36
25 SDiI -LANE
STRIPE 5 R 4 R. C N F7,,6 N 9836 , /Y S5�SHORENGSPIT \\ /�R=95326g 34 + Aa = =- - -4
to-
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�I N9866 ! x - N - ^z-a 'fi.,�/ �• '�diiFd) t / GALV. STEEL
32 I°- ----I CASING PIPE
I °I \.III II. LANDSCAPING NOTE 3 'N9861.21
:.wr` PC ' 9 BEGIN TAPER _ fl 0 h/ 9 j h II 30 _
R .. 5':R SC9 N9809.0 /` ti'�e :E 6345.79 11 p;1,j .-
N I N9832. 5 Q r 07.89 \ '.��',. ` �., I b-(, I 28 ` i-- ---1
•
N 842 95 N
40'
j E5897. 8 d SDtI, ti ,I y 11 r I {
20'R x 30' 20' 24 20 30 '.20' 24' 20 l 24' 5'R 1 / '� "� I 0 20 40 60 80 100 120
5'R 24'R 9805.16', �. -,,_�
a J - N 9,800 \ NOTE: j
N9790 �I : i N 98T4.81, r AI •�-� MAINTAIN 25 FT CLEAR FROM JACKING PIT TO RR
a I---/ BI OF I LTRAT[ON x 8
SWALE a, 15 �� END T PER' o.. 30' 24' E 6P26. 96'� ! ! gb �•
u� .N9774 25'R my I. eA, r ! �^- -f�•__•.,,.�.�•'"
u, LANDSCAPING i `O- 1\ p2p'R 1 /r/i ¢`, /�� RECEIVF3lG Iq� A71510 7 54" SECTION
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0 0
LL z
= REQUIRED
L 182 l0, SCALE. t" = 40
�_ m TALC N9744 i -� °d 1t``"'1 / N9793 85 �� y - a'
16 a i V PC 12 R - I [ E0333.62 REUSE EXIST.
HORIZ
w _....
ERT l"
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26 OxGO' � D
PUMP i `\ ( SW ILHGEAR -PAD I ,
I-TRENCH: DRAIN HOUSE ' / S011 END TAPER '12 R P�oQ �VI FF D11
i :4 + p still P-0 i ;�'
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<"I ! +' G o ! 153' -p �J
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sl GONG SCREEN 9637_ �9k a do S `✓ u�dO1S
BD11 MONITOR ING o°o j'WALL SEE L.Q -��I + `5'R <IoN9630.66 LANDSCAPING LIMITS OF I f ALIGN, FIELD'VERIF'!
- / NELL Ln 30 El 16
MAX I � y � -_\ 1 /p° OP. SAW CUT / � CONTRUCTION PRIOR TO CONSTRUCTION w
RIM 31.71 Y. 13 .MIN, I L- SO45A A l JOINT TYP. a 1 4 I! u a
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6'ISIOEriALK 10
REML31 „835 `CANOPY I T x SDtl II I5 VISITOR III
a = 11 x w l KEY PLAN
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j SOti ','13 MIN /' SEE SPIT. C7 j / rL - / ��� -I SO11 NI - z
SDII SDI - h SDIt -�
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Con:/r..ciPCY. No a
/ % .' r .' i / !. < .. i' SEE; S'S612 ! /� ?��o° z SDI1 �I 01 i /J.r- /3e. /f Ava °Y 6/e
FOR PAVING BELOW PATIO DETROOM �. aj I: li z EE3ef-201,
I CANOPY SEE SHi. C7 PATIO. DETAILS T / T 132 R \ III _
LANDSCAPING I�•� '�I' Pa• d
SITE RETAINING riALL - - - - - - - C
3 PLACES SEE N9488 l0 '' 9 9 I E
j I I N9484.17 PT IT OR I_i I �! ENGINEERS ARCelrecrs PLANNERS
SD43A I. r 1 N9480.43 MoNtroetNS, 'I PROPERTY IL[NE� li I cols IIarN AVENUE, N.E.. SUITE lol
I, N9465. 67 N9469: 51 E6155.58 n oM -s \; I I� I 5 / / .L BELLEVUE, nASHINGT @I 9eoo< TEL. 206 -e27-2950
MANUFACTURING E ® 5 4 m Ili vl ( s EET
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BUILDING
/ � ! nE 1 1 4
dI, r
FFE 31.0 SEE SHT. 5012 /f 6 S[OEW LK - SD11 'I�' , w fC_:T p u.°�eE,"zG `JDU C
I FOR ENTRANCE 'F w SIDEWALK \ w T� ,x:11 '�M,� �r
AREA. DETAILS / LANDSCAPING - V 'I CARPOOL l _ - _ - 1 C/ .aa
t .._.._ :._.._. _!.�. - \ .. CITY OF RENTON
_.._.._.._.. _.._.._.._.._.._.._.._.._.._..- - -- .._.._.._. _ . .._.._.._. _. .. ..�.__.._.._.. s
.� •brrnl. 9'y'1 DEPARTMENT OF PUBLIC WORKS
MATCH LINE N 9,400 FOR CONTINUATION SEE DWG S010 c u iVr P
AREA NBN SITE PLAN
3 BULLETIN K/o (B -6) I S'MT i �! 5171q'
AREA "B" SITE PLAN 2 1 BULLETIN A2 (B -2L WS DEIGNED: M.B. DATE: 10 -31 91 E NAME: 5011 SOS
SCALE: 1 " =40 I "� I BULLETIN RI WS 1 3/24/92 IRA : C.M. °
Z CHECKED' S.W -T. SCALE: 1 °._qp' 08
0 ISSUEDFOR. CONSTRUCTION
N0. 1 REVISION I BY APPR. DATE :APPROVED: SHEET: OF:
MO - 41 - ?O /T - - --
pAccnk 2�7+
MATCH LINE N 9,400 FOR CONTINUATION SEE ONG SC7
._. _ _.._.._.._ _.._.._.._.._.._.._.._.._.._ .._.._.._.._.._.._.._.._.._.._. _
Y9393.0
TEL E605L0 y93T7, 75 BDII /
CONC. PAD
20' t5' 5 N9339.35 :ti�'R
24 t00' N9339 65 17.16 10'E503- y 322 WIJO(NLS'4 (/ 7 MIN TAflM C � Soil 15�MAX. PCG'
�� z" TYP
11ANUFACTU�4ING
1
STRE T LIG a O ��,. SHAKER c' ��� TvP 1/ mrFICE
er °z
rflaLK / 4) � 1;% BUILDING
/ FFE 31.0
SEE SFOR- OYO ,/ / A
N9268.51 N9269!Ol C -41 FQR�CAYOUY A /
c uc..Y E5033. 16
- E5087!,B DETAILS /�
uc vac N9249.01 ¢ N9258. 011
c E5033. 16 \ N9249. �T
GAS SUP ORT _ ASPHALT CONCRETE -
PAD SEE STRUC' URAL -- , OVERHEAD . ) " �' NOTE: PROVIDE LONGITUDINAL
PIPE 'RUS 5011 / I 'PINTS 3 8-0 O.C.
/ SIM
PAINTED ROAOWAY \ 7J ' / I ?, NO SLAB THICKNESS
1 I �� i� SD7
N 9,200 _ �� LIMIT LIN �r a I dl
NEW CURB v IOx10 CO ��` \ N9202
PER Cl TY OF � PAD J '� E5101.16 /I 1 F� 11' 4 SO PAD PER J
`� Uy ANCHOR N9177 \ �� / 1 'N71' -9x8"
RENTON STOS - BOil _ REMOVABLE JOINT_
3 PLACES s� { �PawER vauL 5011 SDII N / PERIMETER riALL� o �.
L. VAULT /
SD7. N9131 SCALE: NONE
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vauLr�
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1
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. N
N 9.000 - 1 j / r- B
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sIGNAC 1 o L x a �O11 ° gNpa v c4 °� N8950.6V STOP 51G _
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j
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T E4976 88 wi 'I °- ci N8805. 33 87 R r E5581.921'j
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SIGN &
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N 6TH ST. 2' BRONZE DISK f, ' 1 li #`' _ 8732.43 _ / SURFACING I�
[`! PIPE EL 27.31 •. N TRUCK SCALE
- I T SDII -'3 0x10. �� IP a �U.II
--�. OF CONIC FOOTINGS _ FUTURE 01VIS70N OFFICE - >I
cauc_, r` -STOP LINE °v -
`ENTRANCE DRIVEWAY oA e MANUFACTURE - ' CCURDINAIE H w SC LG
SIGH Li r c i el ,o�A SEE CITY OF RENTON a SOI1 LANDSCAPMG SDII R. CONITRUC'IC ?I LIMITS uMeEao JD
a- '.` +LT DETAIL SHT. 2,.3.1- ALTERNATE I C;T,.•�,� B�iv Ci•.
-.-s �` __
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0 - . -_ CHUM S.W -T, veo sa a
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MATCH LINE N 9,400 FOR CONTINUATION SEE DWG S08
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a CARPOOL CARPO L
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S�11 x I m R O.t.S
I PROPERTY LINE
ALIGN, FIELD VERIFY
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N91t6. 34 UNDERGROUND FIRE .WATER SDi1 `,. RAMP I \x 1' °STOP ^ STOP
E5705 STORAGE VAULT
SEE SHT C32, FFE 20.50 N TYP. OR _M <I j I
' ARP OL CA I'
SO11 SD11 x 1) Ilr CONSTRUCTION LIMITS I j ED
N99o00'00 E K I x _ RACK
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- CONTRUCTION LIMITS ,;; STOP SIGN CE-� ' DEPARTMENT OF PUBLIC 'WORKS
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Z N0. REVISION BY APPR. DATE APPROVED: SHEET: OF:
—_ -
TRO -41-2717
FED. HD. #14
951
T-2013
STS PLANNERS
TON 9800<
7_ 20c -521 -2950
—ET
17
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EMERGENCY
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02 _
02 LOOP WB
02 LOOP W'B CALL
02 LOOP EB
02 LOOP EB CALL
41 LOOP N5 BALL
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m1 PED. HD.
§14 & 15
¢30 INACTIVE
02 PED. HD.
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PRE- EMPTION 922 ®-
02 & 03 921. _�, ®! 726 CALL CALL z ? h ill
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03 RT. TURN LALL 833 61G 5/C 5/C �3 �3 Wa
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823 POLE
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821 61- 200 WATT 625
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813
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12 -
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721 2 °8 I
02 RED. HD '. 722
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BURLINGTON NORTHERN R.R. 1
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1 721 €
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i PRELIMINARY OWIJER
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