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I
'BAND —IT BF
OR APPROVE[
PIPE CAP
2" GALVAN17ED
STEEL PIPE
CEMENT
1 -1/2' CONCRETE
CLASS '13'
3'
5 /8th
1 -1/2' MINUS
CRUSHED
ROCK
42° MAX
24" MIN
2' M N CLEARANCE
FROM FACE OF
E.
10' MIN CLEARANCE
IF NO CURB. i
GROUND MOUNTED STRE13T NAME SIGNS
p ADOPTED
CITT OF NF, I N
3fANDARD PLANS ♦��1 LSf DATE. D4 /04
IaTC I Rw1anN qv eaaan DWG. NAME: G013 SP PAGE: GO 13
MOUNTING ON METAL POLE
2' MIN.
EDGE OF
4 "R4" PRESSURE L ^-r \
TREATED POST
12' 7' MIN
TYPICAL TO BOTTOM
OR AS OF SIGN
REQUIRED
l
EDGE OF TRAVELED
ROADWAY
90' 30'
FOR REFLECTORIZED SIGNS: MOUNT
FACING 3' OUTWARD IF SIGN IS WITHIN
30 FEET OF ROADWAY
SIGN FACE ORIENTATION
5/16 °x2 -1 /2" GALVANIZED
LAG SCREWS \NTH
GALVANIZED WASHERS.
30 "'MIN.
I;,. REPLACE TO MATCH EXISTING
ADJACENT MATERIAL
COMPACTED SELECT FILL MATERIAL
MOUNTING ON WOOD POST
SIGN MOUNTING ON SINGLE
WOOD OR METAL POST
ADOPTED
CITY OF k8N40N
�4
3fANDAR PPIANO 1St DA'FB: Aprll 2004
MTF RrvrelnN qv aaR n. DWG. NAME GR01 SP PACE: GO 10
CONSTRUCTION NOTES AND DETAILS
FOR
CAVALLA
A PORTION OF THE SE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M.
KING COUNTY, WASHINGTON
GRAVEL ROAD WIDTH PER PLAN
IV 2" CRUSHED SURFACING TOP COURSE
4" CRUSHED SURFACING BASE COURSE
12" GRAVEL BASE DEPENDING ON SOIL CONDITIONS
GRAVEL ROAD SECTION
162ND AVE S.E. STA: 20 +00 -23 +14.79 AND 10 +20 -18 +26.50
NOT TO SCALE
EX. 30' RIGHT OF WAY
\ `2" CRUSHED SURFACING TOP COURSE
4" CRUSHED SURFACING BASE COURSE
12" GRAVEL BASE DEPENDING ON SOIL CONDITIONS
GRAVEL ROAD SECTION
164TH AVE S.E. STA: 6 +55.89 — 13 +12.00
NOT TO SCALE
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SIDE VIEW
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� PUBLIC WORKS DEBRIS BARRIER STD. PLAN — 229.00
DEPARTMENT MARCH 2008
R- 361344
o 4X4
w w POST i
m 48 TOP OF GR NO
!i w° o. OR TOP OF IONC.
a
SIDEWALK
a 4 e ■ IP 11FOFNNA1f_ !1M COC hC
-71 SIGN AND NUMBER OF
N SIGNS ON POST (TYP.)
POST BEHIND SIDEWALK POST WITHIN SIDEWALK
NOTE:
LEGIBILITY DISTANCE SHOULD BE AT LEAST
40 FEET PER INCH OF LETTER HEIGb[7.
TYPICAL SIGN INSTALLATION DETAIL
ADp>EED -
CItYOFPFHTON
e Sf1ALNNRRlb '
IASrMTE GBW/NO2
wiwe G012
■ ■
MIN.
CLR.
° 4 °x4• o 0 4'•x4" "'�
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SIDEWALK s a o 48" TOP OF OF
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■' fi SIGN AND NUMBER OF
N SIGNS ON POST (TYP,)
POST BEHIND SIDEWALK POST WITHIN SIDEWALK -
NOTE:
LEGIBILITY DISTANCE SHOULD BE AT
40 FEET PER INCH OF LETTER. HEIGIZT.
TYPICAL SIGN INSTALLATION DETAIL _
PD(1PTED 'r
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DETAIL A
ME III BOI IUCADE
ADOPTED
cr"CURBIO ON
StNmNDM
1ST DATE:591ko89
SPPAGE. FmS
RECORD SET
PER AS —BUILT REVISIONS 5 -31 -2013 CITY OF RENTON F
[7EPAR7MEf4T OP PUBLIC WORKS
CHECKED FOR COMPLIANCE TO CITY STANDARDS 'reee
CONSTRUCTION NOTES AND DETAILS z
Im
DESI01M CP O
DATE 8/18/11 FILE NO, LOA 09-
DRAWN AI
E7CCKED AS SCALE raD BOOK PAGE UW
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��'5"
2
1_7/2"
STD 90' BRACKET OR 360
ADJUSTABLE BRACKET IF
REQUIRED.
I
'BAND —IT BF
OR APPROVE[
PIPE CAP
2" GALVAN17ED
STEEL PIPE
CEMENT
1 -1/2' CONCRETE
CLASS '13'
3'
5 /8th
1 -1/2' MINUS
CRUSHED
ROCK
42° MAX
24" MIN
2' M N CLEARANCE
FROM FACE OF
E.
10' MIN CLEARANCE
IF NO CURB. i
GROUND MOUNTED STRE13T NAME SIGNS
p ADOPTED
CITT OF NF, I N
3fANDARD PLANS ♦��1 LSf DATE. D4 /04
IaTC I Rw1anN qv eaaan DWG. NAME: G013 SP PAGE: GO 13
MOUNTING ON METAL POLE
2' MIN.
EDGE OF
4 "R4" PRESSURE L ^-r \
TREATED POST
12' 7' MIN
TYPICAL TO BOTTOM
OR AS OF SIGN
REQUIRED
l
EDGE OF TRAVELED
ROADWAY
90' 30'
FOR REFLECTORIZED SIGNS: MOUNT
FACING 3' OUTWARD IF SIGN IS WITHIN
30 FEET OF ROADWAY
SIGN FACE ORIENTATION
5/16 °x2 -1 /2" GALVANIZED
LAG SCREWS \NTH
GALVANIZED WASHERS.
30 "'MIN.
I;,. REPLACE TO MATCH EXISTING
ADJACENT MATERIAL
COMPACTED SELECT FILL MATERIAL
MOUNTING ON WOOD POST
SIGN MOUNTING ON SINGLE
WOOD OR METAL POST
ADOPTED
CITY OF k8N40N
�4
3fANDAR PPIANO 1St DA'FB: Aprll 2004
MTF RrvrelnN qv aaR n. DWG. NAME GR01 SP PACE: GO 10
CONSTRUCTION NOTES AND DETAILS
FOR
CAVALLA
A PORTION OF THE SE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M.
KING COUNTY, WASHINGTON
GRAVEL ROAD WIDTH PER PLAN
IV 2" CRUSHED SURFACING TOP COURSE
4" CRUSHED SURFACING BASE COURSE
12" GRAVEL BASE DEPENDING ON SOIL CONDITIONS
GRAVEL ROAD SECTION
162ND AVE S.E. STA: 20 +00 -23 +14.79 AND 10 +20 -18 +26.50
NOT TO SCALE
EX. 30' RIGHT OF WAY
\ `2" CRUSHED SURFACING TOP COURSE
4" CRUSHED SURFACING BASE COURSE
12" GRAVEL BASE DEPENDING ON SOIL CONDITIONS
GRAVEL ROAD SECTION
164TH AVE S.E. STA: 6 +55.89 — 13 +12.00
NOT TO SCALE
i
E
a
II
PuN
ISOMETRIC
a W /�
L
II >•
as•
w•uv.suooTXar.R —� F a w«.MF
PIPE WRIJXG SPOT NEID BMS iO AT IEASi R ENOVIEN
CMP GR CPEP SIGO GGRPEGAT QVS Ci xET4L PIPE
.MR. DarroWM SIWrX
N.I. PIPE.
SIDE VIEW
RIM
1. TN die.a eb eW. muaecNWY ma]x-rys Un PlP°a
SB•tlle.eT 4br.
2 S60 tllaMnp ]33.101Ortleblk beMxam p'papOpdLq
Imm OINevep w mNxay aNle abpaa.
3.(T.a °1llecl 1..1).
a. cPEP.a mleftr
PlepNe erenWberetle lwtl a® ppa.lelamre
0e00e 6ankrbple.
� PUBLIC WORKS DEBRIS BARRIER STD. PLAN — 229.00
DEPARTMENT MARCH 2008
R- 361344
o 4X4
w w POST i
m 48 TOP OF GR NO
!i w° o. OR TOP OF IONC.
a
SIDEWALK
a 4 e ■ IP 11FOFNNA1f_ !1M COC hC
-71 SIGN AND NUMBER OF
N SIGNS ON POST (TYP.)
POST BEHIND SIDEWALK POST WITHIN SIDEWALK
NOTE:
LEGIBILITY DISTANCE SHOULD BE AT LEAST
40 FEET PER INCH OF LETTER HEIGb[7.
TYPICAL SIGN INSTALLATION DETAIL
ADp>EED -
CItYOFPFHTON
e Sf1ALNNRRlb '
IASrMTE GBW/NO2
wiwe G012
■ ■
MIN.
CLR.
° 4 °x4• o 0 4'•x4" "'�
TOP OF CONC. m z POST w w pOST i
SIDEWALK s a o 48" TOP OF OF
0 O w o ' OR 70P 0 cCC
SIDEWALK
r
e ■ ° • `O DEPENDING ON Stt, OF
■' fi SIGN AND NUMBER OF
N SIGNS ON POST (TYP,)
POST BEHIND SIDEWALK POST WITHIN SIDEWALK -
NOTE:
LEGIBILITY DISTANCE SHOULD BE AT
40 FEET PER INCH OF LETTER. HEIGIZT.
TYPICAL SIGN INSTALLATION DETAIL _
PD(1PTED 'r
crtroFRETnox
SfAIIOYNI'I.aNS
R;FiAis 4OSDI/dOi
�12 I
ireer:e ie°i. ilaiiDO°irizee zeo..
faehanM p
•r I.. i tIVOm ZaO�
f laf wa•6e rIM
Pm DDII pED1.
.: ExavlY Plye.ee we..rrol.1.
m EmD eases
xCUeEP VWJ 0.... nrm.ml
0
a x 1' Sx10a ITY11c01
SIDE NEW
I.IO'll Ieelle DezvMer:m arI 11 .1 Inep
wTw.
°e,ti, 1 e. A- 1 . e ..1'. D ee .f , e°e
ua.
r. a ro..ONOI I be ewDmr° —0e n
s. Lade m1 a>.I.w.v a moe ° .e a a m o-enm.
Iu OwnD.O. . a err m f`.e�m.
6. Nav° 0 Dv.i DOe ev13 a tdi aveae 0 rc�icy
Mlcb I.alfla cmnl0lvn in OelDx f lxn'"VTVe OaM •I�q'f vq
Emnf -O `n °pvl�m:wll W I: 1M�eM�i yr`a I IM OT /ICw°p°.
1. if• aly^ I. ree01re0 nem Or", tnMa
af.11 o In I. r m.
Tm a imai• a 1ri.D ..r Ca .l mf
.-e°.
Umell . VYnlry LIAr
Xm.e
.' PD°f ITy.I..11
0IP tgle remi�fEWwK
Of
mtl ryfu Fo a atlas.
.0%. ITDTIw11
aPM. on DOG ala.
�....... tVbl.
saax..R..,
• • r.rroenl. .Im n°a.
x 2' E9e 6011
r x I' IT10-1l
;ay Wx
DETAIL A
ME III BOI IUCADE
ADOPTED
cr"CURBIO ON
StNmNDM
1ST DATE:591ko89
SPPAGE. FmS
RECORD SET
PER AS —BUILT REVISIONS 5 -31 -2013 CITY OF RENTON F
[7EPAR7MEf4T OP PUBLIC WORKS
CHECKED FOR COMPLIANCE TO CITY STANDARDS 'reee
CONSTRUCTION NOTES AND DETAILS z
Im
DESI01M CP O
DATE 8/18/11 FILE NO, LOA 09-
DRAWN AI
E7CCKED AS SCALE raD BOOK PAGE UW
°�� aI¢crm a wart .ov¢ 9ffT C° aP .'32
m