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LANDING
GRADE BREAK
SEE OONTRACT PLANS -
0 4'-WUIN.
CEMENT CONCRETE
SIDEWALK - SEE NOTE S
FLARE OYPj
30" EXPANSION
JOINT (1rYP.) - REE
3TANDARD PLAN P -MID
GRADE BREAK
10..0,
CURB, OR CURB
AND GUTTER -
SEE NOTE 4
FADE OF CURD
MEASURED PARALLEL _2
To CURB (rYP.)
SLOPE TREATMENT -
SCE STANDARD PLAN F-70.10
SE 1/4 SECTION 31,
TOWNSHIP 23 N, RANGE
5
E, W.M.
VUECRES T ESTATES
& VUECRES T
l/
SHORT FLAT
A CURB RAMP WDTH 4' - D' YIN. LANDING TO MATCH { k y NOTES
l�J CUREI R1WP wairH - SEE CONTRACT PLANS Vr CURD RALIP wirrH 4• • Y' MIN. 1, Provide a separate Gurb Ramp foF each marked or unmarked crosswalk_
r LANDING TQ MATCH CU RB RAMP
Cur" Ran•p location shell 6a placed within the width of the a9rvcialed
GRADE BREAK LANDING
1 I JrJ` .,T,. -SEE CONTRACT PLANS crosswalk or as shown In the Contract Plans.
SEE CONTRACT PLANS - CURB RAAW GRADE BREAK 2. Whare "GRADE BREAK' is iallad out, the entira length of the grada
4•. or MIN. CEMENT CONCRETE SIDENALK - I break behveen the two adjacent surface planes shall be flush.
SEE NOTE 5
PRDiADE SIIDOT>a 3. D4 not place Gratings, Junction Bawer, Access Covers. 4r other appurw
TRANSITION TOa,-Ir nanoas in front of the Curti Ramp or cr any part of The Curti Ramp Of
ATM L } SEE CONTRACT PIANS - I MM $E£ CONTRACT PLANS •- Landing.
2. NAl1L r - CrMIN, 2 MAX. 4' - P MIN 4, See the Contract Plans for the Curb design specified, See Standard Plan
TYP'AWBUFFER WIDTH - MATCH TO F-10.12 for Curb. Curb and Gutler, DeFressed Curb and Gutter, and
CURAMP STANDARD PLAN F-70,10
JOINT P.i T SEE W CURB RAMP DEPTH (TYP.I Pedestrian Curti details.
I RB I
GRADE 1 5. See Standard Plan FTD.10 fof Cement Concrete Sidewalk details
BREAK TRAN19DON TO SIDITMLK BUFFER, IFSee Contract Plans for width ane placement of sidewalk
PRESENT, OR TO BACK OF CURB (T'rP.) -• 'does not induce
EEE CUHTRACT PLANS W+ B. The Bid Item '+Cement Concrete Curb Ramp Type -'
m..° `E!� wu� v., ° the adjacent Gurb. Curb and Gutter- Depressed Curti and Gutter,
Pedestrian Curti, or Sidewalk.
CURB, OR CURB CEMENT CONCRETE
Y
AND GUTTER - PEDESTRIAN CURB -• 7. The Curb Ramp nn"mwen running skoe shall not "ire the ramp IBnglh
I DETECTABLE WARNING SURFACE - SEE WTE 4 D I SEE NOTE 4 to Bxcaed 15 -feel t8 avoid chasing the s10pe indefinitely When ODnlieCtirl]
BEE STANDARD PLAN F--4E_io OETECTARLE WARNING SURFACE - to steep grades. When applying the 15 -foot maximum length, the running
FACE OF CURB SEE STANDARD PLAN F• -0I.10 slope of the Curb Ramp Shall a5 flat a6 feasible.
DEPRESSED CURB AND GUTTER - $ DEPRESSED CURB AND GUTTER S. Curb Ramp, Landing, and Flares sh$II receive bmom finlsh. Saa
CROBBVMLK SEE NOTE 4 CROSSWALK Standard Specifications III
L LEGEND
SLOPE IN EITHER DIRECTION
PLAN VIEW
CITY COMMENTS,
REVIEW 1
PLAN VIEW
��
TYPE PERPENDICULAR A
3
CITY COMMENTS,
TYPE PERPENDICULAR B
4
CITY COMMENTS,
DETECTABLE WARNING SURFACE -
5
(SHOWN NRTH BUFFER]
CEMENT CONCRETE DETECTABLE WARNING SURFACE -
6
$EE STANDARD FUyMr4i,10
N0.
SK M POST
PEDESTRIAN CURB- SEE STANDARDPLANF46.10
PIPE CLAMP
z
TYPE ST -2
(TYR)
SEE NOTE 4
T MIN.
45 -4• MAX
GRADE BRFJUr
SEE CONTRACT PLANS
S€€ NOTE T
COUNTER SLOPE -•
GRADE BREAK
'3-04' MAK
rR. TYP. DEPRESSED CURB AND GUTTER
7.d)L MAT[.
(TYP) (SEE SHEET 2)
SEE NOTE 4
9.34f�
TOP OF ROACrIVAY
WMAuk . 33
CEMBNT CONCRETE CURB LkTR11R$ E
LANDPHG OUR@ RANAP
AND GUTTER - SEE NOTE 0q qy / rA
+ DEPRESSED CURB AND GUTTER - ° % rs70 Ila9
SEE STANDARD PLAN F,10A2 CURB RADIUS DETAIL ( O 1 [rte_' --4
SECTION f A 1J aka;
�J CEMENT CONCRETE CURB RAMP 'TYPE app 43
363
/V PERPENDICULAR B- Pa.Y LIMIT - SEE NOTE 6
I$OBETRIC VIEW
TYPE PERPENDICULPLR A PAY UMIT
ISOMETRIC VIEW
TYPE PERPENDICULAR S PAY LIMIT
'r0xAL Q gH
IMF
PERPENDICULAR
CURB RAMP
STANDARD PLAN F-40.15-02
SfRET 1 OF 1 SWEET
APPROVED FOR PUBLICATION
Pasco 9akarkh AI 5170113
IT4iFpEgKWE4GI NEER nor.
quwiiiihmg sial.aW,M1n.nl oflrvirpwtaion
NOTES
1. The Detectable Warning Surface (DWS) shall extend the full width of the
}- C DETECTABLE VMRNING curb ramp (exclusive of flares) or the landing.
CURB RAMP, LANDING, CUT- SURFACE (WVS) - 2. ThiE Dalacta4le Warning $UThdOa shall t)Q arxG at the back of curb, and
THROr1GH OR WALKWAY SEE NOTE 3 9 p
Y-0- __-_ nead nal follow the radius.
MIN- LFAx- - -
A 1 eu • 240 3. The rows of truncated dumas shall be aligned t0 to perpcndicLlar to the
grade break at the back of curb.
A
BACK OF CURB - 7 • 0• MIH. -
■ -
n c o45" 0.90 SEE 2 TYP. OF ALL 4 The rows of truncated drxnea shall lx aligned to he parallel to he
TRUNc,ArEOl DOME D APPLICATIONS dKaation of trawl,
---4-.-
--- - _ o.a 1w
---
SECTION a J E 0.2' o.Y - 5. IF Curb alld Butler are nlit Pre9enl, sUth a5 a 8hared-use PaU1 oOnneCtion,
the Delaciabla Warning Surface shall ha placed at the pavement edge.
SEE STANDARD SPECIFICATIONS FOR 6. See Standard Plans far sidewalk and curb ramp decals_
DOLOR OF SURFACE MATCH TODTH OF CURB RAMP ca
7. If a curb ramp is required, the lotion Of the Detectable "tSurface
SurfaTT
TRUNCATED 80111E SPACING CURB AND GUER WI
LANING, CUT-THRL"IH OR must be at the botlom of the ramp and within the required distance from
SE= NOTE TRUNCATED DOME DETAILS MUPom r
lea If1a rail,
DETECTAEILE wARNING SURFACE DETAIL
m OFFSET S. Men the grade break bewamv the curb ramp and the landing is lass than
GURR R,4VP
LANDMB $EENOTEor equal to 5 ft. from the back of curb at all points, place the Detectable
S
LANraNCI Warning Slxtace on the bottom b ai the cu ramp
YM DTH OF
YWALKYMAY WALKWAY
WALWAY VWALI(MY VHDTH
(TYP } OF
CUT-TrIItOIIOH WIDTH OF CUT-TIstGUGH
` DETECTABLE WARNING (TYP.)
SURFACE(YM)- -
SEE NOTE 4 CURB RAMP
x - - - BACK OF CURB Y • �' IIMN,
SINGLE DIRECTION CURB RAID FLARE ;; . FLARE 7-w
m (GRADE BREAK BETWEEN CURB AND MIN
i LANDING s 5 FT, FROM BACK OF CURB}
(*EE NOTE 8) DETECTABLE WARNING DETECTABLE riPARNINB
F LANDING BACK OF CURB - SURFACE i0m) -• SURFACE TYP. K OF B"
DIRECTION OF SEE H47E Z SEE NOTE a SEE NOTE 9 } - ��SEE NOTE 3
TRAVEL WIDTH OF GURB RAMP
OULffi ftAdfPc, m I BACK OF CURB
SEE NOTE 2 T -Or MIN
IMDTH [IF PERPENDICULAR CURB RAMP
LVALKWAY J.. r' • WALKWAY (SEE NOTE 6)
ISLAND cuT-T HROLIGH
VMOTH DF UL1RB RAMP,
\LA11 DING. OR WRLKW4Y DETECTABLE WARNING ti: .. 4T H!"
SURFACE fTYP.j •-
'1b
� 4 DETECTABLE WARNING SEE ROTE 9 �� g4 1T68iq/ ,* cp b
• SURFACE COWS) -• SEE NOTE 3 � .(� ,� � E
tit�lAN Ctli THROUGH't gAb
BACK OF CMI1- BACK 6F CURB - 2i it
SEE NOTE 2
SINGLE DIRECTION CURB RAW DETECTABLE WARNING,
(DRADE BREAK BETYLEEN CURB AND SURFACE fes) -
LANDING > 5 FT FROM BACK OF CURB} SEE NOTES 4 & 7
(3EE NOTE EK
CURB RAM CURB RAMP
WWGIEAY LANDING , I f- YW4LKWAY • .. ..
BACK OF CURB- I l CETECTABLE WARNING
SURFACE (DW&} - SEE NOTE }
SEE NOTE 2 WIDTH OF
' LANDING F
PARALLEL CU RB RAMP
13EE NOTE 4)
r
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
PATHoR
vwLNOMItY
PEDESTRIAN RAILROAD CROSSING
QD
SEE NOTE2 - -4
e 1S
L` h IMDTHOF SHARED-
UPATH OR343a3��4 !Jill
WALKWAY {IV P.] �S O1 STE L
ri,rrTH Or CUT-THROUSH I I g $ yL
SEARED -USE
fryp-1 PATH OR
VALKWAY DETECTABLE WARNING
ROUND'A80UT SPUTTER SURFACE
ISLAND PAVEMENT SHOULDER
EDGE STANDARD PLAN F-5.10.01
SHEET 1 OF I SHEET
CE I ECTABLE IrRNIN6 j esPPROVED FOR PUBLICATION
$URFAGF •DSVS) -
SEE NO -ES 4 A S Pasco BakaNch RI DOMI12
STATE REFgN FIN=ER ❑ M
PLACEMENT GUIDELINES 9HARED•USE PATH CONNECTION qVw.rhl"al-1 &a. D.Pnmw."r 0Ii-iP.e.fi.P
AS -BUILT
"/ CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS
AS -BUILT BY D. R. STRONG, AND MAY INCLUDE LOCATIONS,
ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS,
ACCURATELY REFLECTS EXISTING FIELD COND177ONS AS DETERMINED BY
ME OR UNDER MY DIRECT SUPERVISION ON THIS DA TE: 1/12/2018."
•I
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
- r}rILVAHL= STEEL
CITY COMMENTS,
REVIEW 1
FRLOTION CAP
��
wX
3
CITY COMMENTS,
` T
4
CITY COMMENTS,
REVIEW 4
5
MYLARS
12.06.16
6
DRAFT AS-BUILTS
N0.
SK M POST
REVISION
PIPE CLAMP
z
TYPE ST -2
(TYR)
TYPE ST -3
2 v2, NOMINAL D1AM.
GALVANIZED SCHEDULE
80 STEEL SIGN POST (TYP)
SLIP BASE ASSEMBLY
(TYP) (SEE SHEET 2)
I 7
F4PECLAMP -4
L �J
0 BAR ,
2 112 ' NOMINAL DIAM,
GALVANIZED SCHEDUi F
Be STEEL SIGN POST (T)"
GROUND LINE
EI
72- MA)L
-� - --
T SPACES T
T■AR I !:
PIPE cLIWP N10LT IFF••xmr.iii
L- ---- -• -- -
2 12 - NOMINAL DIAM.
GALVANIZED SCHEDULE
00 STEEL SIGN POST (TYP)
Slue
ONCRETE
., FOUNDATION.. '• '•`
2" VEW PIKWr WIEW IRON! LHv PROMs MM
SINGLE POST MOUWnN0. U BAR MOUNTNG T BAR M0UWrNG
rW..Afr a POR U OAR DETAIL& ISLE S/6r7 FWP T PAR MA11L8}
SLIP BASE SIGN 61GN POST
ASSEMBLY
1 GROUND LINE
AT f POST lip TW
CSS y-1 I ;r4
rl r STEEL WASHER
(SEE NOTE 3) 1 I Y
ROE CLAMP
MAASHTC U32 SPIRAL - r
10 W PITCH, THREE FLAT 5116',: 1• SQUARE HEAD Op *r 1 LTE4•fv \}�
w TURNS ON TURN ON BOOµ E FLAT STNNUESS STEEL BOLT 1trJ�d / ,
5119- LOCKING aNkt
O [7 k y aF $BAR HEX NUT VATH NYLON IFNSERT I U�ULT ExP'NES JAS M 2e0+
�lmI
as B-a5BARS I SMI STEEL
NYLCN WASHER -
(SEE NOTE 3) I f// SIGN SUPPORT
2 1l1• 2STEEL 4YRSHERS I --- 5�`=_ STANDARD PLAN G -8b
1 I 4 - _' SHEET I OF 3 SHEETS
CONCRETE FOUNDATON SIGN ATTACHMENT DETAILn, ADOPTED
(URII_LEDSHAFTPER114TTEC) raEEsr rJFwr.wr¢euarANo-•r eoer❑sTAIEp �"��'°" CY CITY OFRENTON
FOUNDATIONDETAfL wrrALMPNATFArACr EWmROLYIOPOS7
SEE STAWARO PLAN 9-" �i°re`n.,'"a�rAia STANDARD PLANS
LAST DATE: 0$14412002
5I' PAGE G008.
NOTES
� A
A
1T� 1. Dlmeneiw+s for the pans used to aesemL�la the base con-
_ nectians are intentionally not shown. Base cannelaions are
SIGN POST -211Y (III ;� SIGN PANEL �. patented, manufacsNred products that are in compliance With
I. .:. M
SCRIWRE, ,2�aAGE 4: NCHRP 350 sash best criteria- The base connect on devils
STEEL TUBE In SICM BRACE. WHEN are shown on thle. plan only to llu6trale how the pafls ere
`• ` REQUIRED -SEE amemb1Bd.
;�! STD- PLAN A
DRIVE RIVET
________ ________ 2_ For'Hi" referta the Sign i on heat in the Contract.
SIGNPOST -2' IN 4R •^!�^•••^••a• $ S ficatl $
OR CORNER _
a
x
a
�y
� 2 tw• N sauA1R
:� 41
SIGN POST - 2' pN} � Fi '•
OR 2 tla• pNl 9❑L1{ARE• ASND WAASHE I = w 12.CIAC>@ STEEL TUBE _ ti "y 3. A 2" (in) poet with a 2 174" Linj PSST anchor or a
12�AGE STEEL tt)BE I = _ T(ry0 REgUIR,EO ! i ~ Z f r- 5 S SOU, RE 12 '.A(NE I� 2 114" (in} post with a 2 112' (i n) P S 5 T anchor may
L5 R5 z be Gultistid>ted. See Contract Plans,
ry $TEFL TUBE ($EE
TOP OF LOWER b Sw NOTE 31
e „ = 4. Perforated square steal poet shall meat the raqulrerrantt a`
SQUARETURF s _
FINISHED FINISHED f~ In = TOM Standard Spaclitcatlon 9.08_
GROUND FINISHED1 GROUND
LINE I GROUP 5i � LINE w V F SIGN $ S. Use only base connection manufacturer suppl ed hardware
= LINE T t5 TOP OF i that meets the requirements of Standard Specifications
3LOWERE
"V3 and 9,21181.
d
STABILIZER FIN TUBE � r~
rn I 8 E. m BOLTSTCP CLEAN-OUT BAR FINISHED 1
4 i ✓H _ FOR SIGN POST GROUND
ANCHOR LINE
LOWER SIGN POSTLEG ANGLE NYLON WASHER -
SUPPERT- 2 lir (IN) - n WHEN SIGN FACE HAS
SOLIARE, 12-aAGE STEEL TUBE TYPE III, IV, VIII, t]R p
COMPACTED NATIVE COMPACTED NATIVE ELEVATION - IX SHEETING
0 5 BACKFILL MATERIAL iT BACWILL MATERIAL - - BOLT STOP 1' (IN)DIMA. STEEi O HEAD NUT
UTAM. DwIL TYPE 5T-3 SIGN SUPPORT FOR SIGN POST FLAT WASNIER
NWON) DIAM. " _--CE�
ELEVATION ELEVATION LCWERSIGN PDST $1R';INILONG p I•(INfDAM.
SUPPORT -XON), HEX HEAD BOLT 0 STEEL LOCIL
TYPE ST -1 SIGN SUPPORT TYPE $T-25NiN SUPPORT 7 -GAGE. HUT -DIP GALV_, WASHER
HEAVY-0UTY ANCHOR SIGN PANEL
O
o ❑ 12' SIGN PQ$7
COMMERCIAL CONCRETE
❑ ❑ DIAFI
TOP OF SIGH s TOP OF o❑ DETAIL L 6 1
SIGN POST 4 0 ELEVATION /
LU ¢ u TYPE ST4 SIGN SUPPORT
� o
L._.
o SIGN I'OBT 0 0
❑ °
o r SIGN POST
SION PANEL ❑ °
b ❑ O
F O O
p 4 4
° � riEDGE
O 9
o D 0 O u
D D O
4 SIGN POST O a C B
e ° a
O 4
4 O 0 n❑ O 0 STABILLZFR FIN
a v
BOTTOM q ° d SIGN IDD o
OF SIGN o11 4 O PAST
0 4 $' HEX BOLT WITH HUT
VIEW AND WASHER (W-1
1�� ] 4 O
0 0 0 0 CLEAN OUT
1
CITY COMMENTS,
REVIEW 1
2
CITY COMMENTS,
REVIEW 2
3
CITY COMMENTS,
REVIEW 3
4
CITY COMMENTS,
REVIEW 4
5
MYLARS
12.06.16
6
DRAFT AS-BUILTS
N0.
SK M POST
REVISION
MAJ
LOWERSIGN
o e.
ANCHORBAR
MAJ
❑ G
POST SUPPORT
DESIGNED:
MAJ
LEGANdLE
MAJ
o °
MN
DRAWN:
YLP
BOLT-STOPFOR
12.06.16
MAJ
CHECKED:
MAJ
MAJ
SK M POST
MAJ
TYPE ST -1
BY DATE APP:[
TYPE ST -2
TYPE ST -3
MAJ
03.22.16
MAJ
SURVEYED:
SJS
MAJ
06.06'16
MAJ
DESIGNED:
MAJ
MAJ 08.25.16 MAJ
MAJ
10.21.16.
MN
DRAWN:
YLP
MAJ
12.06.16
MAJ
CHECKED:
MAJ
MAJ
01.04.18
MAJ
_
APPROVE
BY DATE APP:[
Q 01 WOZ -114
° ❑ b
SIGN POST c a
a a v
4 .V
Sx91rs �O �
$Ot STT. 01
�UNrAL �4
P � NEFp. luti
8 D hn IL?UI17:41 AM
e ° + STEEL SIGN SUPPORT
LOWER SIGN i 5r16 - (IN) CORNER BOLT TYPES ST -1 -ST-4
POST SUPPORT + QRSIa' IN}FLANGED INSTALLATION DETAILS
- NUTALNp WASHERS -
ERBOLr WITH
NUT A'STANDARD PLAN G-24.50-03
2 REQUIRED (TYR.) SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
BOLTST[7P r� p�� N,WL 1. Fw
POR SIGAN POST l i-.+ rd:LYrr< l�+ T xu q sl nv
WAn ii > EMWEER,
Vreh:wl." &Ma.P.rllw.r" d T,v.ParPll.l
TYPE STS
x_ r."11-ILNLTI
r -m r•r
rf ` ,!` La' Pi
lls! VW4 tLM hGT*bCLUOM3M 0o rKk-
� 2G RUYD LDTm lrIFY Pr1•x r.-ten1-J eCE'7MU b_NAL-I a la y+EEI A:t"r rLR
ill CLT rids ecol Rae I
M9 tj
R
,&,IH.TO' I SNIT11fTA0tC1 GOA
AG; IIIN3Ll^^n N ■D ROW"
RWahKA
NJ'; P4 JQ 1.� • l: FOF COciymmidI t,14tAbl r
17. r dKXIFALIs
,AWCEMT T{] CU R31 1, ,11 1aN pw c ernw *Tl
.n, twill FL R"n,}
Ik 1 Si C+.RF IID; WCLIL1DMIIrMOnF2V -
11RD� Dr rECIE TMIK PpU&D M WALL CR ed.WLk
hN,PJrld JMI FELE,
AD.FeG€NT TID Cu RB
40
aAi3PJFR -EFtF Am -d k IRwwPPI, I rU1143 1
C ewribh�T PLAIIG + C IS&C DDHT k4LT) WAIT DLI ■44MI
►Nr R (reps -r
rLLrj_ r +7� CUna MDQ WGLUCCO W R19LI • 7GCr1111C
IF-
YGFmCAI n+ll - }L' ff 1zN rn1gD
+seeaerl,ol aDIFTi111lI Tr�•I � ,•a • •- t
3PS Tm PFlMOLOaD
+tp4:r+CfcNT TOB+WGAA" P►� +vPs 4 .LNrf I R4fR
{l7lltaLK �.rPe+
iTRB r te•
M}Ta
IiG R I
tT rr SGEWALK ADLIACEITT M WALL DETAIL
�
1'JK l Cmm41DI94CLL13MH9aMr1EV- i -
Y 1
- - L.E rr I I p'
iT �•y��� L•THdIR
FlNaneD vUDt 1,.Lw Baan fiIx GrNi?L•TI♦:TE -
&OW ACE I'CL4 ►1.4IITR4a- F Lu& -i it Ok iB:� L
` F
75DLLRGf7ik YO R17FFEIxBT i ` I� h • d
*IQ4laD FINfSN �y,y"L
4' YAS1 SRLDDTH
• r Traoerecw�L c�Lrr RilkSED EP0r; PETAII-
�•• EJLI ZhV 3MI! PALM TrA1NQNL4E
if I . �. _ ..' JSKIIS TOWLLUE "SED EOG!!
PUBLIC WORKS
O*.lr
I )FPA FITM ENT
"I D
M0
I
30
MC
°v
zz
to
I
sm S
4-24-90-03 n
MIA LATIUN
.. CQNONT DDN7nh E CLRB
:FCW P40TED OW e7# PLAN H K2.
STD PLAN 70.1 AA app{t:36I6
In, M
I M ;i�F1'aNL K D IE•�
4r Ib r d
r !%PAR X0141 .+4+: F.
•* .6
� 'b
• ' D3+43 9asasxw_K_K'1n rO
GrLsNLNe III l I � a•■,•'. "
AND TINI&I lCFA
Dip
DETAIL
£ EiAW-HSI4N 141M I �Irs QOFlTRAArTrpIl STSiti'
CEMENT CONCRETE
SIDEWALK
TYPICAL INSTALLATION
. " - 1
El):...
S
m
'e55fF 2,11,11"
-` v 10CD�
;CD
13
NOTES:
1. SIGNS SHALL BE WHITE LETTERING ON GREEN
BACKGROUND WITH A 0.3' BORDER, DOUBLE
SIDED.
2. SIGN BLADE SHALL BE S' EXTRUDED
ALUMINUM, TREATED, 0.080 GAUGE.
3. SIGN SHEETING SHALL BE 3M HIGH INTENSITY
PRISMATIC OR APPROVED EQUAL
4. LETTERING SHALL BE CUR FROM 3M
ELECTROCUT (EC) FILM SERIES 1170 OR
APPROVED EQUAL
5. FONT SHALL BE FHWA C2DDOEX UPPER AND
LOWER CASE PER SECTION 2DA3 OF THE
M.U.T.C.D.
6. POST SHALL BE MINIMUM OF 2"X2" SQUARE
TUBE. SEE STANDARD DETAIL G006.3 FOR
INSTALLATION DETAILS.
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: Date:
SCALE: DATE:
VERTICHORZONTAL-NADVD19988
83/1991 ,► VUECREST ESTATES & VUECREST II 09.28.15
AS NOTED �A C T Y 0
FIELDBOOK-
ML
R E N TO N PAGE:
ROAD & STREET SIGN DETAILS
ONE INCH neT'u DRAWING NO:
AT FULL SCALE w��,vvN�N Planning/Building/Public Works Dept. C11
IF NOT ONE INCH
SCALE ACCORDINGLY U15007217 / U15007232
SHEET. 11 OF. 33
DRS PROJECT NO. 12102 R-389761
T-38971 0
3/8' PTiQLDED .0l`IT rILLER (TYP)
9FENMR2 3/87? X s/E-4 DURWMY JGWT SEc NOTE
ap 11,
SF^110N (D
:.Ei"+7ERAL NOTE5'
1, TING ilttertt of No. design is to Maws To Ierrlaval
of a Gatch basin whin minlmal dWrbarm
Of the o1Jrb.
rti
CANT �'A
C1JP9N-J0U1TLR
The expanslon Joints of the
be RdjmW to tw In
One WtIT ange curb ' x
6)to8I761DI'IJ�Dlnts. �r � I I
ISQ"C btE t4
CEMENT CONCRETE CURB M. I11
* i'AIHI_•:C: '14i1k }{ INSTALLATION AT
II;;I'J1i�['}d vT CATCH BASINS
jLIE
2'-7" MAX. MIN. 5'-0"
CLEAR WIDTH
0 0 0 0
0 0 0 0
0 0 0 o MOUNT ON
PEDESTAL
0 0PRO VIDEO WI TH
N. D. C. B. U. UNI T
"x FULL DEPTH PLANTING STRIP
EXPANSION JOINT WIDTH
0' TO VARIABLE "x FULL DEPTH
6' EXPANSION JOINT
WALK
4 G QQ'
d a
ANCHOR BOLT .. a e. .. a' G a
PATTERN PER - a
N. D. C. B. U.
PEDESTAL i
TEMPLA TE ` a
ca n d
NOTES.° FRONT VIEW SIDEVIEW
1. INSTALLATION OF N.D.C.B.U. (INCLUDING CONSTRUCTION OF BASE) WILL BE DONE BY U.S.
POSTAL SERVICE
2. DO NOT PLACE MAILBOXES NEAR CATCH BASIN GRATE,- 15' MIN. DISTANCE
NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT
(N. D. C. B. U.) TYPE I MAILBOX INSTALLATION (8, 12 BOX UNI T)
CITY OF RENTON STANDARD DETAIL H026 NTS
GUTTER LINE MAILBOX CONCRETE PAD DETAIL
VC STA. 12+92.28, 13+02.28 SM/THERS AVE S 1 =5
FLOW LINE VCII STA. 22+44.16 SE 186TH ST
"l CERTIFY THA T THE INFORMATION
4' SHOWN HEREON WHICH WAS AS -BUILT BY
D.R. STRONG, AND MAY INCLUDE
PLANTER STRIP LOCATIONS, ELEVATIONS, DEPTHS, PIPE
SIZES, AND AS -BUILT COMMENTS,
4' ACCURA TEL Y REFLECTS EXISTING FIELD
CONDITIONS AS DETERMINED BY ME OR
UNDER MY DIRECT SUPERVISION ON THIS
DA TE.• 1/12/2018. "
FACE OF SIDEWALK
r
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(IDNT,ND,OR,WA)
W�
SE 1/4 SECTION 37,
TOWNSHIP 23 N, RANGE
5
CM
VUECREST ESTATES
8 VUECREST
11411.10 OF
_CENT
FRME A CF UffE
3
CITY COMMENTS.
REVIEW 3
4
CITY COMMENTS.
REVIEW 4
5
6 1112P.
1.3'
6
DRAFT AS-BUILTS
N0.
CHECKED...
REVISION
il.ae']
APPROVED:
MN
BY DATE I APPR
(RELATIVE TO GRADE)
31
1F
10 : 1 SLOPE OR FLATTER
EDGE OF PAVED (OR UN -PAVED)
OFFSET -SEE NOTE 6
FROM AND ORATE - NOT IiiCLUDO
`SHOULDER
RaADW*1r
SLOPE
- N.MANDGurrM6*r W
G?
. t
_
a tr
TOP of
*
R
clrral4U
a�EAalrxr
..'
+,
AJ?JuSTNENTSMT4N=N0r04 LuDM
N MIRE AND BUTTER BIOfraM
GA7M SAah - NOT &Ct UDFD
-
IN Wiftmo avrrEFt @D rnN
SF^110N (D
:.Ei"+7ERAL NOTE5'
1, TING ilttertt of No. design is to Maws To Ierrlaval
of a Gatch basin whin minlmal dWrbarm
Of the o1Jrb.
rti
CANT �'A
C1JP9N-J0U1TLR
The expanslon Joints of the
be RdjmW to tw In
One WtIT ange curb ' x
6)to8I761DI'IJ�Dlnts. �r � I I
ISQ"C btE t4
CEMENT CONCRETE CURB M. I11
* i'AIHI_•:C: '14i1k }{ INSTALLATION AT
II;;I'J1i�['}d vT CATCH BASINS
jLIE
2'-7" MAX. MIN. 5'-0"
CLEAR WIDTH
0 0 0 0
0 0 0 0
0 0 0 o MOUNT ON
PEDESTAL
0 0PRO VIDEO WI TH
N. D. C. B. U. UNI T
"x FULL DEPTH PLANTING STRIP
EXPANSION JOINT WIDTH
0' TO VARIABLE "x FULL DEPTH
6' EXPANSION JOINT
WALK
4 G QQ'
d a
ANCHOR BOLT .. a e. .. a' G a
PATTERN PER - a
N. D. C. B. U.
PEDESTAL i
TEMPLA TE ` a
ca n d
NOTES.° FRONT VIEW SIDEVIEW
1. INSTALLATION OF N.D.C.B.U. (INCLUDING CONSTRUCTION OF BASE) WILL BE DONE BY U.S.
POSTAL SERVICE
2. DO NOT PLACE MAILBOXES NEAR CATCH BASIN GRATE,- 15' MIN. DISTANCE
NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT
(N. D. C. B. U.) TYPE I MAILBOX INSTALLATION (8, 12 BOX UNI T)
CITY OF RENTON STANDARD DETAIL H026 NTS
GUTTER LINE MAILBOX CONCRETE PAD DETAIL
VC STA. 12+92.28, 13+02.28 SM/THERS AVE S 1 =5
FLOW LINE VCII STA. 22+44.16 SE 186TH ST
"l CERTIFY THA T THE INFORMATION
4' SHOWN HEREON WHICH WAS AS -BUILT BY
D.R. STRONG, AND MAY INCLUDE
PLANTER STRIP LOCATIONS, ELEVATIONS, DEPTHS, PIPE
SIZES, AND AS -BUILT COMMENTS,
4' ACCURA TEL Y REFLECTS EXISTING FIELD
CONDITIONS AS DETERMINED BY ME OR
UNDER MY DIRECT SUPERVISION ON THIS
DA TE.• 1/12/2018. "
FACE OF SIDEWALK
r
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(IDNT,ND,OR,WA)
W�
SE 1/4 SECTION 37,
TOWNSHIP 23 N, RANGE
5
E, W. M.
VUECREST ESTATES
8 VUECREST
l/
SHORT PLAT
- - FACE 1W CURB
rx iI'2•
TOPOF
I , k 6:/ { 1 112' R_ ROADWAY
r ' • -' ' . ' • 4 i
CEMENT CONCRETE
TRAFF I C U U RB AND GUTTER
rr
FACE -DF kQJAI;EWrCL M
_6 tJ2' FLUSH WRH BUTTER
- PAN ATS"VrALx
RAMP Ed{TRA NW.
1_i2 rr 1:24
{ _ TOP CF
{ 1'2`1+ RDALOWAY
F a• ` 4
I x�
DEPRESSED CURB SECTION
of S108NALK AARAPS
!- 6 CEMENT CONCRETE
lr9"fL - I t VA. SIDEWALKRA3ir'
VARIES I ORLnNdING
E' TD 4 - o-
318' f'FiEMdL17Ep
`- JOLNTFIL.LER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIGEWALK RAMPS AND I ANE]IHGS
PAIGE OF ADJACEWCUMB
Ii 1 i._ -
SEE DEPRESSED D JIIRR DETAIL THIS SHEET
I r"
Ila
I Tur Of
L _ 1' } 11y R ROADWAY
kT • P IQ
DEPRESSED CURB SECTION
Al IREENt]ENVAL CWVE WAYS ONLY.
f OR Cow*ACtAt. CANF'rAYS SEE STD MAK +D+.2
FAKE OF CURB
:6 Vr
51r2". 1'
1'2'R. - �. 1'R.
FAACI*OFAJ80JuCfrNTCUrffi i' i
TDP DF
I
RQ,4D'J4'.4Y
GUTTER SURFACE
ti
V FL. r e
" - � P. CEMENT CONCRETE
• • •• ' . ,� , TRAFFIC CURB
DEPRESSED CURB t)ETAIL
AT AWIDENTtrAL C* COMMERCiAL DRIVEWAYS. AND Aik.1:YS
GIFLMERAI, NOTES -
1, See atandarii plans !Q2 4nd 1@1.9 (R 4;Wb empansinr Wahl a0rtracllan Ohl wwjrg.
Z Nal used.
3. ppr vepreseA 1A8^JJINFk DrlvA±wey CuIL 6 T3ulLer 5aeBcn see 5wlCard Fla" 04.2
BTO. PLAN - 101
I
PUBLIC' WORKS
* C191WENT CONCRE`1`IB CUAGIS PR ED
1+ DEPARTMENT
Gr Imoctsran, Pvlile wadi}Ad
FACE OF
BARRIER
SHOULDER
W - SEE TABLE
ACTUAL S x L OR W6 x 9
1� 6 x 8 TIMBER POST, OR
STEEL POST
6 x 12 TES 3 4)
(SEE NOTES 3 &4)
N
(SEE NOTES 1 &5)
I
BEAM GUARDRAIL TYPE 31
T-11/2" 6'-3" 6'-3"
CEMENT
GSOIN
w;,,,�� , > TYPE C2B -• ISOMETRIC VIEW
(GOiAMERGUAL, VYtTH ®UPPER)
CEMENT CONCRETE
GIJRB to GUTTER
(SEE NOTE 3)
DLnmc
SHEET)
NOTES
1. When a driver"yw)dih.exceeds 15 feet, oonsbvct a full depth
expanslonoint with 3181 joint tiller along the driveway lone Adsie
nes PAoeOF
(see std, plan 102). Construct expansion joints parallel with the alae Q r aeeDePR1MED CUM DIETAI.
centerline as required at 15 maximum spacing when driveway CWMACnONJDINT - 0112' oNTM1S81�T
widths exceed 30'.am PUN 102 \, s Wr r ,
b \� UrC FL ROADWAY
TOPOF
2. See std, plan 102 for sidewalk details. -- --�
3. Curb and gutter shown, other curb designs may be specified.
Sea aid. plan 101 for curb details.
•
4. Not used.
5. The Onglneerwill design all driveways to Include elevations at all t• NOTE: 00NE AYLONGITUDpUJ EJrANSION
points marked with symbol ")V. All elevations we atthe back of DEPRESSEDMONOLITHICCCCURS6 GUTTERDETAL
curb top on uphill side.
6. Not used.
7. For Driveway Widths sea DRIVEWAY STANDARDS
(See NOTE 10), The expansion joints (see std. plan 102) shall be
spaced in shown in the corresponding Isometric view.
8. Slopes shall comply with sections R303.2.1 or R303.2.2 or - FACE of ADJACENT WRS
R303.2.3 of the Revised Draft Guidelines for Acoosaible Public
Rights -of -Way ofNovember 23, 2005 (PROWAO). Jr'
9. Curb returns for any Type C -MAX Driveway may be approved on---'�N`
a case-by-case basis. ,, af- a---OUTTSR SURFACE
10. STREET STANDARDS - Renton Municipal Code (RMC) 1•R b ' o D
Title IV Development Regulations D a• • • b . u .
CHAPTER 6 STREET AND UTILITY STANDARDS 4\• a .D a - D
Section 4-"60SMEETSTANDARDS DEPRESSED CURB DETAIL
AT RESIDENTIAL ORCOMMERCIAL DRIVEWAYS, AND ALLEYS
DRIVEWAY STANDARDS Renton Municipal Code (RMC)
Title IV Development Regulations Driveway Example: TYPE C1 B
CHAPTER 4 R=Reslde ftf C-Commardal f
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Numbef°f lertaa, J
Section 4-4-M PARKING, LOADING AND DRIVEWAY � (MNL=L Lane Commerral)
REGULATIONS B�rrer(PianprpSrrip), Blank"NoBufli
t * PUBLIC WORKS CEMENT CONCRETE DRIVEWAY �'PROV, � - 104.8
DEPARTMENT ENTRANCES - NOTES AND DETAILS
NAWds-
ATE
NOTES
6'-3" 1. Refer to Standard Plans C-1 and C-1 b for
additional details not shown on this plan.
2. Extend shoulder pavement to provide a base for the
UND LINE
- HINGEPOINT 4 1/4" 3' - 1 1/2"
SLOPE- (TYP.)
j �_4
YSEETABLE
TYPICAL SECTION •- WITHOUT CURB
(6' 0" LONG POSTS)
TYPICAL ELEVATION
13'- 6 1/2"
6'-3"
SYMMETRICAL
ABOUT
extruded curb. See Contract Plans for exceptions to
distances shown.
3. Use a single block or combination of blocks (no more
than two (2) to achieve the actual 12" (in) offset. See
Standard Specification 9-16.3(2). Wood blocks
shall be secured to the posts with anti -rotation nails.
If combination blocks are used, the adjacent blocks
shall be toenailed with two 16d galvanized nails to
prevent block rotation.
T- 11/2" 4. Wood blocks are shown. Blocks of an approved
alternative material may be used. See Standard
Specification 9-16.3(2).
5. All posts for any standard barrier run shall be of the
same type: timber or steel.
1'- 0 1/4"
2" (TYP.)
RAIL ELEMENTr� 3/4" (IN) x 2 1/2" (IN) TYPICAL RAIL ELEMENT
6. SLOT (TYP.)
1 3/16"
6 x 12 BLOCKOUT
(SEE NOTE 4)�A 1/4" (IN) DIAM. HOLE FOR 1" (TYP.)
ANTI -ROTATION 16d NAIL ANTI -ROTATION
6 x 8 TIMBER POST OR (TYP.) NAIL 16d (TYP.)
W6 x 8.5 OR W6 x 9 STEEL
POST (SEE NOTES 1 & 5) 1 „ W6 x 8.5 x 6' (FT) OR
1g� _ M W6 x 9 x 6' (FT) LONG
STEEL POST
(SEE NOTES 1 &5)
5/8" (IN) x 14" (IN) BUTTON HEAD BOLT
WITH 7/32" (IN) OVAL GRIPAND / 3/4" (IN) DIAM. HOLE THROUGH BLOCK
RECESSED HEX NUT (TYP.) FOR STEEL POST ATTACHMENT CUT WASHER (TTP.) ANTI -ROTATION
5/8" (IN) RECESSED NAIL 16d (TYP.)
3/4" (IN) DIAM. HOLE 3/4" (IN) DIAM. HOLE FOR BUTTON HEX NUT (TYP.)
PLAN VIEW THROUGH BLOCK HEAD BOLT (TTP.)
FOR TIMBER POST STEEL POST
ATTACHMENT (SEE NOTE 3)
WOOD BLOCK 6 x 8 x 6' (FT) LONG
FACE OF
BARRIER TIMBER POST
(SEE NOTES 1 &5)
SHOULDER W - SEE TABLE (SEE NOTE 3)
5 x 12 BLOCKOUT 12" 6 x 8 TIMBER POST OR
(SEE NOTE 4) ACTUAL W6 x 8.5 OR W6 x 9 STEEL
POST (SEE NOTES 1 & 5)
- 1O PERMISSIBLE CURB
a PLACEMENTAREA (SEE NOTE 3)
(SEE NOTE 2)
N 6 x 8 TIMBER POST OR
FAC OF W6 x 8.5 OR W6 x 9 5/8" (IN) x 22" (IN) BUTTON HEAD BOLT
CURB LIMIT 1 GROUND LINE STEEL POST (TYP.) WITH 7/32" (IN) OVAL GRIPAND
RAIL ELEMENT RECESSED HEX NUT (TYP.)
HINGEPOINT (TYP.)
SLOPE-
SEE
LOPE-SEE TABLE
ELEVATION VIEW
TYPICAL SECTION •- WITH CURB
(6'- 0" LONG POSTS)
WSDOT STANDARD PLAN C-20.10.03
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033
O 425 827 3063 F 425 827 2423
iv
MID SPAN
SPLICE
GROUND LINE
CITY COMMENTS,
REVIEW 1
2
CITY COMMENTS,
Al
3
UND LINE
- HINGEPOINT 4 1/4" 3' - 1 1/2"
SLOPE- (TYP.)
j �_4
YSEETABLE
TYPICAL SECTION •- WITHOUT CURB
(6' 0" LONG POSTS)
TYPICAL ELEVATION
13'- 6 1/2"
6'-3"
SYMMETRICAL
ABOUT
extruded curb. See Contract Plans for exceptions to
distances shown.
3. Use a single block or combination of blocks (no more
than two (2) to achieve the actual 12" (in) offset. See
Standard Specification 9-16.3(2). Wood blocks
shall be secured to the posts with anti -rotation nails.
If combination blocks are used, the adjacent blocks
shall be toenailed with two 16d galvanized nails to
prevent block rotation.
T- 11/2" 4. Wood blocks are shown. Blocks of an approved
alternative material may be used. See Standard
Specification 9-16.3(2).
5. All posts for any standard barrier run shall be of the
same type: timber or steel.
1'- 0 1/4"
2" (TYP.)
RAIL ELEMENTr� 3/4" (IN) x 2 1/2" (IN) TYPICAL RAIL ELEMENT
6. SLOT (TYP.)
1 3/16"
6 x 12 BLOCKOUT
(SEE NOTE 4)�A 1/4" (IN) DIAM. HOLE FOR 1" (TYP.)
ANTI -ROTATION 16d NAIL ANTI -ROTATION
6 x 8 TIMBER POST OR (TYP.) NAIL 16d (TYP.)
W6 x 8.5 OR W6 x 9 STEEL
POST (SEE NOTES 1 & 5) 1 „ W6 x 8.5 x 6' (FT) OR
1g� _ M W6 x 9 x 6' (FT) LONG
STEEL POST
(SEE NOTES 1 &5)
5/8" (IN) x 14" (IN) BUTTON HEAD BOLT
WITH 7/32" (IN) OVAL GRIPAND / 3/4" (IN) DIAM. HOLE THROUGH BLOCK
RECESSED HEX NUT (TYP.) FOR STEEL POST ATTACHMENT CUT WASHER (TTP.) ANTI -ROTATION
5/8" (IN) RECESSED NAIL 16d (TYP.)
3/4" (IN) DIAM. HOLE 3/4" (IN) DIAM. HOLE FOR BUTTON HEX NUT (TYP.)
PLAN VIEW THROUGH BLOCK HEAD BOLT (TTP.)
FOR TIMBER POST STEEL POST
ATTACHMENT (SEE NOTE 3)
WOOD BLOCK 6 x 8 x 6' (FT) LONG
FACE OF
BARRIER TIMBER POST
(SEE NOTES 1 &5)
SHOULDER W - SEE TABLE (SEE NOTE 3)
5 x 12 BLOCKOUT 12" 6 x 8 TIMBER POST OR
(SEE NOTE 4) ACTUAL W6 x 8.5 OR W6 x 9 STEEL
POST (SEE NOTES 1 & 5)
- 1O PERMISSIBLE CURB
a PLACEMENTAREA (SEE NOTE 3)
(SEE NOTE 2)
N 6 x 8 TIMBER POST OR
FAC OF W6 x 8.5 OR W6 x 9 5/8" (IN) x 22" (IN) BUTTON HEAD BOLT
CURB LIMIT 1 GROUND LINE STEEL POST (TYP.) WITH 7/32" (IN) OVAL GRIPAND
RAIL ELEMENT RECESSED HEX NUT (TYP.)
HINGEPOINT (TYP.)
SLOPE-
SEE
LOPE-SEE TABLE
ELEVATION VIEW
TYPICAL SECTION •- WITH CURB
(6'- 0" LONG POSTS)
WSDOT STANDARD PLAN C-20.10.03
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033
O 425 827 3063 F 425 827 2423
/`Iv-UVIL 1
SLOPE\ EMBANKMENT TABLE
SLOPE W (FT)
2H : 1V OR FLATTER 2.5' MIN.
STEEPER THAN 2H:1V
BUT NOT 4.0' MIN.
STEEPER THAN 1H:1V
5/8" (IN) RECESSED
HEX NUT (TYP.)
6 x 12 BLOCKOUT (TYP.)
(SEE NOTE 3)
5/8" (IN) x 14" (IN) BUTTON
HEAD BOLT WITH 7/32" (IN)
OVAL GRIP AND RECESSED
HEX NUT (TYP.)
{ ,2 ' Tftli
*#41
W. 11y, EJ
% Jul J4 2015 7:59 AM
BEAM GUARDRAIL TYPE 31-
STANDARD PLAN C-20.10-03
SHEET 1 OP i SHEET
APPRUVFD FQR PUBUIZAT10M
Carrelrrer. Jeff
f J t Jug L41015 11:29AM
GI -" d Ti pW d "
1
CITY COMMENTS,
REVIEW 1
2
CITY COMMENTS,
REVIEW 2
3
CITY COMMENTS.
REVIEW 3
4
CITY COMMENTS.
REVIEW 4
5
MYLARS
ONE INCH
6
DRAFT AS-BUILTS
N0.
CHECKED...
REVISION
/`Iv-UVIL 1
SLOPE\ EMBANKMENT TABLE
SLOPE W (FT)
2H : 1V OR FLATTER 2.5' MIN.
STEEPER THAN 2H:1V
BUT NOT 4.0' MIN.
STEEPER THAN 1H:1V
5/8" (IN) RECESSED
HEX NUT (TYP.)
6 x 12 BLOCKOUT (TYP.)
(SEE NOTE 3)
5/8" (IN) x 14" (IN) BUTTON
HEAD BOLT WITH 7/32" (IN)
OVAL GRIP AND RECESSED
HEX NUT (TYP.)
{ ,2 ' Tftli
*#41
W. 11y, EJ
% Jul J4 2015 7:59 AM
BEAM GUARDRAIL TYPE 31-
STANDARD PLAN C-20.10-03
SHEET 1 OP i SHEET
APPRUVFD FQR PUBUIZAT10M
Carrelrrer. Jeff
f J t Jug L41015 11:29AM
GI -" d Ti pW d "
BEAM GUARDRAIL TYPE 31 - PAY LIMIT
NOTES
1. When a driveway width exceeds 15 feet, construct a full depth
expansion joint with 3i8' joint tiller along the driveway lane lines aAoeoFdNie
(see std. plan 102). Construct expansion Joints parallel with the seE� a 1rr amTHIS *!Er was oeTAa
centerline as required at 15' maximum spacing when driveway CONiRAGTION JOINT - f
widths exceed 30'. b STOKM laxur, FL
\,\ a tJr ,• toPOF
2. See std, plan 102 for sidewalk details.
3. Curb and gutter shown, other curb designs may be specified, +�
"
See aid. plan 101 for curb details.
a
4. Not used.f_ �-
1• -Ir
5. The englneerwill design all driveways to Include elevations at all Nora: oRLVEwAY LONcnuowu slwAraloN
pointe marked with symbol "X". All elevations are at the back of
DEPRESSED ntoNvi rtriC CUA d GUTTER DETAIL
curb top on uphill side.
6. Not used.
7. For Driveway Widths see DRIVEWAY STANDARDS
(See NOTE 10), The expansion joints (see std. plan 102) shall be
spaced as shown In the corresponding Isometric view.
8. Slopes shall comply with sections 8303.2.1 or R303.2.2 or - FACE OF ADJACENT CURB
R303.2.3 of the Revised Doan Guidelines for Accessible fablic 1"
Rigbts-of-Way of November 23, 2005 (PROWAG). �--'
9. Curb returns for any Type C -MAX Driveway may be approved an r�I
e cawby basis. ?. r. , a - ; t R ourTER SURFACE
10. STREET STANDARDS = Renton Municipal Cade (RMC) a c
Title IV Development Regulations
CHAPTER 6 STREET AND UTILITY STANDARDS
Section 4-"60STREET STANDARDS DEPRESSED CURB DETAIL
AT RESIDENTIAL. OR COMMERCIAL DRIVEWAYS, AND ALLEYS
DRIVEWAY STANDARDS = Renton Municipal Code (RMC)
Title IV Development Regulations Drivelrlt8y Example: TYPE C1 B
CHAPTER 4 RmResmeneel, C -Comer" f
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Numbxei4ense, k
Section 4.4-M PARKING, LOADING AND DRIVEWAY (MAX -4 Lane CO
REGULATIONS a aBulrer(a)enwle SMA elsnl 0ukrer
+ * PUBLIC WORKS CEMENT CONCRETE DRIVEWAY RC _ 1"'B
DEPARTMENT ENTRANCES - NOTES AND DETAILS
... ATE
BEAM GUARDRAIL TYPE 31 NON -FLARED TERMINAL (SEE NOTE
10'-0"MIN.
kW
03.22.16
kW
SURVEYED:
sis
SCALE:
AS NOTED
MAJ 06.06'16 kW
DESIGNED:
"
MN 08.25.16 "
MAJ
10.21.16.
kW
DRAWN:
YLP
ONE INCH
MAJ
12.06.16
MAJ1
CHECKED...
AT FULL SCALE
NOT ONE INCH
SCALE ACCORDINGLY
MAJ 01.04.18 MNF
APPROVED:
MN
BY DATE I APPR
BEAM GUARDRAIL TYPE 31 - PAY LIMIT
NOTES
1. When a driveway width exceeds 15 feet, construct a full depth
expansion joint with 3i8' joint tiller along the driveway lane lines aAoeoFdNie
(see std. plan 102). Construct expansion Joints parallel with the seE� a 1rr amTHIS *!Er was oeTAa
centerline as required at 15' maximum spacing when driveway CONiRAGTION JOINT - f
widths exceed 30'. b STOKM laxur, FL
\,\ a tJr ,• toPOF
2. See std, plan 102 for sidewalk details.
3. Curb and gutter shown, other curb designs may be specified, +�
"
See aid. plan 101 for curb details.
a
4. Not used.f_ �-
1• -Ir
5. The englneerwill design all driveways to Include elevations at all Nora: oRLVEwAY LONcnuowu slwAraloN
pointe marked with symbol "X". All elevations are at the back of
DEPRESSED ntoNvi rtriC CUA d GUTTER DETAIL
curb top on uphill side.
6. Not used.
7. For Driveway Widths see DRIVEWAY STANDARDS
(See NOTE 10), The expansion joints (see std. plan 102) shall be
spaced as shown In the corresponding Isometric view.
8. Slopes shall comply with sections 8303.2.1 or R303.2.2 or - FACE OF ADJACENT CURB
R303.2.3 of the Revised Doan Guidelines for Accessible fablic 1"
Rigbts-of-Way of November 23, 2005 (PROWAG). �--'
9. Curb returns for any Type C -MAX Driveway may be approved an r�I
e cawby basis. ?. r. , a - ; t R ourTER SURFACE
10. STREET STANDARDS = Renton Municipal Cade (RMC) a c
Title IV Development Regulations
CHAPTER 6 STREET AND UTILITY STANDARDS
Section 4-"60STREET STANDARDS DEPRESSED CURB DETAIL
AT RESIDENTIAL. OR COMMERCIAL DRIVEWAYS, AND ALLEYS
DRIVEWAY STANDARDS = Renton Municipal Code (RMC)
Title IV Development Regulations Drivelrlt8y Example: TYPE C1 B
CHAPTER 4 RmResmeneel, C -Comer" f
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Numbxei4ense, k
Section 4.4-M PARKING, LOADING AND DRIVEWAY (MAX -4 Lane CO
REGULATIONS a aBulrer(a)enwle SMA elsnl 0ukrer
+ * PUBLIC WORKS CEMENT CONCRETE DRIVEWAY RC _ 1"'B
DEPARTMENT ENTRANCES - NOTES AND DETAILS
... ATE
BEAM GUARDRAIL TYPE 31 NON -FLARED TERMINAL (SEE NOTE
10'-0"MIN.
EDGE OF WIDENED
EMBANKMENT
6
?
20: 1 SLOPE OR FLATTER
1
o
(RELATIVE TO GRADE)
10 : 1 SLOPE OR FLATTER
EDGE OF PAVED (OR UN -PAVED)
OFFSET -SEE NOTE 6
`SHOULDER
PLAN VIEW
(SKT-SP-MGS (TL -2) SHOWN)
BEAM GUARDRAIL
TYPE 31 BEAM GUARDRAIL TYPE 31 NON -FLARED TERMINAL- PAY LIMIT
PAY LIMIT
SKT-SP-MGS (TL -2) SYSTEM LENGTH = 28' -1 1/2"
(SEE NOTE 6) SEE NOTE;
LENGTH OF NEED
� � POINT
ELEVATION VIEW
SKT-SP MGS (TL -2)
BEAM GUARDRAIL
TYPE 31 BEAM GUARDRAIL TYPE 31 NON -FLARED TERMINAL- PAY LIMIT
PAY LIMIT
SOFTSTOP (TL -2) SYSTEM LENGTH = 38' - 3 1/2"
(SEE NOTE 6) LENGTH OF 5' - 8"
NEED POINT
(TYP.)
ELEVATION VIEW
SOFTSTOP (TIL -2) %.
(SEE NOTE 8) 7,1f
e:.
��$PI ST$&a0 /4r
BEAUARDRAIL TTPL J1
NON -FLARED TERMINAL
(POSTED SPEED
45 MPH AND BELOW}
STANDARD PLAN C -22A5-02
SHEET 1 ;.F "SHEET
AF PRUVLD Fuii P�BLICA1 UN
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1 ISNI6 f FM
- I" ErvCI EEk
WSDOT STANDARD PLAN C-22.45-02 Wrn'nyu�'Svi.�]:ponm.n. .11.. n.pcno .n
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 C T Y OF
RENTON
DATUM
Planning /Building/Public Works Dept
6'- 3"
POST1
1. The Implementation of the Manual for Assessment of Safety
Hardware (MASH) criteria may result in the acceptance of
guardrail terminal systems currently not shown on this plan,
or the elimination of guardrail terminals that are on this plan.
Non -Flared terminals shall be selected from the WSDOT
Qualified Products List (QPL) or approved through the WSDOT
Request for Approval of Materials (RAM) process.
2 This terminal is FHWA eligible at Test Level Two (TL -2) and
may be used in applications with posted speeds of 45 mph
or less.
GROUND 3. An SKT-SP-MGS (TL -2) as manufactured by Road Systems,
LINE Inc. or SOFTSTOP (TL -2) as manufactured by Trinity Highway
Products, LLC shall be installed according to manufacturer's
recommendations.
4 A reflectorized object marker shall be installed according to
manufacturer's recommendations.
6 When snow load post washers and snow load rail washers are
required by the Contract, the snow load rail washers shall not
be installed within the terminal limits.
6. Terminal shall be installed at a widening, ensuring the end piece
Is entirely off the shoulder. While this terminal does not require
an offset at the end, a flare is recommended. For the SKT-SP-MGS
(TL -2), a maximum flare of 25 : 1 or flatter over the length of the
terminal is allowed with a maximum offset of 24" (in) over 50' (ft).
4'- 7" For the SOFTSTOP (TL -2) a maximum flare of 38.29: 1 or flatter
SEE NOTE 4 is allowed over the system length of
38' - 3 1/2" with a maximum offset
GROUND of 12 (in) at the anchor
LINE post.
For terminal details, see WSDOT approved manufacturer's
7. drawings.
The SOFTSTOP
terminal is supplied
POST 1 with steel posts only.
8. It can be used with
guardrail runs
composed of steel
ANCHOR or wood guardrail
POST posts. BEAM GUARDRAIL TYPE 31
NON -FLARED TERMINAL
(POSTED SPEED
45 MPH AND BELOW)
SHEET 1 OF 1 SHEET
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
B : Date:
VUECREST ESTATES & VUECREST II
�( ROAD &STREET SIGN DETAILS
U15007217 / U15007232
DATE:
09.28.15
FIELDBOOK:
PAGE:
DRAWING N0:
C12
SHEET: 12 OF:
DRS PROJECT N0. 12102 R-389762
T-389711
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Utilities Underground Location Center
(ID,MT,ND,OR,WA)
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17
16
15
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PRI VA TE ACCESS
19
TRACT rH"
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PROVIDE SIGN R9-1
"SIDEWALK CLOSED iHEAD,
CROSS HERE"
is
13 12 11
AREA TO BE MOUNTED ON
CHA/NLINK FENCE (T1P.)
TRACT "B"
SENSITIVE AREA/NGPA
9 IMAM 1/1UN YMUM 1J 1U 1U LA
WITH IPAVEMENT MARKERS ON A
147' RADIUS
20
'?ACT "F
SI TI VE AREA/NGPA
10
VUECREST ES TA TES
015007217
TRACT "D"
SENSITIVE AREA/NGPA
Pavement Marling Details
15' 20'145
ADDPTDD
RAILROAD CROSSING MARKING 1AY CITY OF RENTON
STANDARD PLANS
LST DATE: 1 -Aug 90
DWG NAME: EM,03 Sp' -PAGE: H008
NO TES:
1. CITY TO APPROVE SHOP DRAWINGS FOR ALL SIGNAGE PRIOR TO FABRICATION.
2. ALL STREET SIGNS TO BE FABRICATED PER CITY OF RENTON STANDARD PLANS.
VUECREST 11 SHORT PLA T
015007232
WITH PAVEMENT MARKERS ON A
50' RAD/US
100,
�i STA. 15+48.57 TO STA. 20+51.22
STRIPE 4" FOGL/NE, 2 FEET FROM
!� CURB FLOWLINE AT LOCA 77ON OF TRACT 'A "
GUARDRAIL SENSITIVE AREA/NGPA
loe
8' LANDSCAPE
•�: — o ! / EASEMENT
---- _ — —
TRACT "C"
TREE RETENTION YELLOW CENTERLINE
BUTTONS AT CURVES PER
STRIPE 4" FOGLINE 2 FEET FROM COR PLAN H001 (IYP),
CURB FLOWLINE AT LOCA770N OF SEE DEETT AIL, 1NlS SHEET
GUARDRAIL
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
1
CITY COMMENTS, REVIEW 1
2 CITY COMMENTS, REVIEW 2
3 CITY COMMENTS, REVIEW 3
¢ CITY COMMENTS, REVIEW 4
5 MYLARS
6 DRAFT AS–BUILTS
N 0. REVISION
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MAJ
03,22,16
MAJ
SURVEYED:
SJS
MAJ
06.06'16
MAJ
DESIGNED:
MAJ
MAJ 08.25.16 MAJ
MAJ
10.21.16.
MXI
DRAWN:
YLP
MAJ
12.06.16
MAJ
CHECKED:
MAJ
MAJ
01.04.18
MAJ
APPROVE
BY DATE APPR
MUTCD SIGN R7 -2A (MODIFIED)
NPAT = NO PARKING ANYTIME
*ORIENT NO PARKING SIGN
AT 45 DEGREES FROM STREET
NOTE 'NO PARKING SIGN' TO BE
BANDED TO STREET LIGHT POLE
(WHERE APPLICABLE); 50'
SEPARA TION BETWEEN SIGNS
4" FOGLINE AT I
EXTRUDED CURB
SE 186TH ST.
CENTER LINES
r ® e e � • • � • • � � � � � • • • r �4w
4" YELLOW TYPE 'I'
0LINE MARKERS
DOABLE YELLOW CENTER LINE 4" YELLOW TYPE 'lid'
LINE MARKERS (REEL.)
' 15' 4" YELLOW TYPE ' I'
LINE DARKER$
SINGLE SKIP YELL : ,r :E .TE LINE 4" YELLOW TYPE 'lid'
LINE MARKERS (REEL,)
. #
9' � 15' — Y
;}
12, �l" YELLOW TY E 'Ili' LINE MARKERS (REFL.)
4" YELLOW TYPE 'I' LINE MARKERS
® • 6 • • •
.•VBER OF 2 -WAY LEFT TURN ARROWS
(TYP.)
SPEED LIMIT 25 MPH ----- 200' O.G.
SPEED LIMIT 30-33 MPH -- 250' O.C.
SPEED LIMIT 40-45 MPH -- 300' O.C.
Lj
— — — — — — — — — — ----
16"
— 16" WIDE STOP BAR
PER STANDARD
PLAN H008
STOP 57
PER MU CD R1-1
TO BE B NDED TO
STREETLIGHT POLE
6 5 4 3 2 1
VI -1A NRT.17ATIG }I R1cRIL9 TIFTA11-
ADOPTED
MY ar PXr,73 7
• '•
mr MI: a+Poi
D -WG. hb"E: H001 sl' I -.,,.E H,,"
AS -BUILT
"I CERTIFY THAT THE
INFORMATION SHOWN HEREON
\ WHICH WAS AS–BUILT BY D.R.
S7RONG, AND MAY INCLUDE
LOCA TIONS, ELEVATIONS,
DEPTHS, PIPE SIZES, AND
AS–BUILT COMMENTS,
ACCURA TEL Y REFLECTS
_ EXISTING FIELD CONDITIONS AS
.� DETERMINED BY ME OR UNDER
(� MY DIRECT SUPERVISION ON
7HL,S DATE: 1/12/2018. "
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RAMP
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a� W,} GRAPHIC SCALE
Q 020 40 80
II
Q _mmil
N I 1 INCH = 40 FT.
i o
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: Date:
SCALE: VERTICDATE-
HORIZONTAL: NAD 19 1988 83/1991 ,► VUECREST ESTATES & VUECREST II 09.28.15
AS NOTED �. C T Y OF
FIELDBOOK:
R E \ TO \ PAGE:
w'� CHANNELIZATION AND SIGNAGE PLAN
ONE INCH I�N'tt�� DRAWING NO:
AT FULL SCALE Planning/Building/Public Works Dept. C31
IF NOT ONE INCH
SCALE ACCORDINGLY U15007217 / U15007232---
SHEEP: OF:
31 33
DRS PROJECT NO. 12102 R-387981
T-389712
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LED PEDESTRIAN LUMINAIRE
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--- PVC CONDUIT (SEE WIRING SCHEDULE) p--ALp
WAS
TYPE 1 JUNCTION BOX WITH O°E
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11410 NE 124th St., #590, Kirkland, WA 98034 s�ONAL
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l U I D IRE AND POLE .ACCEPTING I'r36'r4'
RELATED PARTS SHALL BE FACTORY DALVA LIED STEL
PRIMED AND POWDER COATEp:-
ANCHOR BOLTS
Qg; RAL 90MIX ',ET SLAW 9'
BASE PLATE DETAIL
ritESTICE SERIES (CY1714) LED
POST -TOP LUMINAIRE (WATTAGE 24, 8 - P5 BARS,
PER PLANS 4,00614 CGT. 120-27N - EVENLY $PACEI#
UNIVERSAL DRIVER. AlT11 VS3AR f CON601 UNLESS -_
RIBBED ACRYLIC LENS) BY CYCLONE. STATED OTHERWISE ON CENTER CONDUIT
(OR APPROVED EQUAL). DRIVER - -
' SHALL. BE INTEGRAL TO THE IN FOUNDATION
•' %TURIE
BOLT CIRCLE (DIA PER
BASE. PLATE DETAIL,
ANC.m BOLT - THIS SHEET)
J4 HOOPS 0 12'
FOUNDATION SECTION
Y CONDUIT UNLESS GROUND POLE TO
STATED O1t1ERWM ON FOUNDATION
PLANS
. S/4' CHAMFER (1Y0) � t•i .n
V-6' MLN BELOW
GROUND.
FOR STREET LIGHT 2•-0" MIN UNDER
STANDARD DECAL, PAVEMENT
NUMBERING BE TAIL,
REFER TO CITY OF EXTEN6 THE emi7
RENTON Sic PLAN f21 6" MIN BEYOND
FOUNDATION OR THE
CONTROLLED DENSITY it
BAMILL z
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14'-0' FLUTED SHAPE, a DIAMETER, N HOOPS 0 fir -
STRAIGHT ALUMINUM POLE
(POf6-14-Bc4fi-RpL9005TX-1N831 8 - %i BARS,
BY CYCLOtK (OR APPROVED EQUAL) EVENLY SPACED c
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c. 3" MN.. BOLT
r PROJECTION
INSTALL GROUT. 24'
PROVIDE 1/2' DIA DRAM
TUBE THRCUGH GROUT. -
FOUNDA110N DETAIL
7/8- .DIA HOLE
1/4' STEEL PLATE
2',5' HANDHaE - BOLT CIRCLE (DIA
PER BASE PLATE
DECORATIVEALUMINUM "CLAMSHELL __ DETAA., TroS' 4"
BASE COVER BO46 BY CYCLONE
(OF APPROVW 9Wa) POLE BASE DETAIL ANCHOR' BOLT TEMPLATE DETAIL
M SEE PGLE BASE IOP OF_E4S DAI.(Ni .
DETAIL. THIS - -
SHEET _ ANCHOR BOLT, 4. TOTAL, .
. - 3/4' DIA (TYP)
16' OrAM T R
j. - BaSE GDVER 3/4' HEX NUTS. STEEL (b'
HEOD PER ANCHOR BOLT).- -
FLAT WASHERS (6 KVO, PER - -
FOR 'FOUNDATIO KlitRS. ANCHOR BOLT ASSEMBLY DETAIL
SEE THIS SHEET -
POLE ELEVATION FOUNDATION DETAILS
NEIGHBORHOOD STREET STD. PLAN — 116.1
PUBLIC 'WORKS
+ � f DEPARTMENT PEDESTRIAN LUMINAIRE PROVE
dzk
FIXTURE AND POLE DETAILS Da
INSTALL DECAL NUMBERS VERTICALLY.
INSTALL IN DRY WEATHER, 50' F OR
ABOVE.
T NUMBERING
2 EXAMPLES
3
4
C LED TYPE
5
6
7
WATTAGE
CURB
MOUNTING
HEIGHT AFP
15 FEET 9!
45'
TRAFFIC
~LOW
PLAN VIEW
1-3/4" TO 2"
2" TO 2-7/8-
2-1/2" TO 3"
DECAL:
REFLECTORIZED GOTHIC GOLD OR WHITE
LEGEND ON BLACK BACKGROUND '
PUBLIC WORKS STREET LIGHT STANDARD PLAN 121
�O+ DEPARTMENT DECAL NUMBERING SYSTEM Prxo ED:� i
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RECOMMENDED
SLOPE211
(Inffl-) ORF
TEMPORARY SLOPE OR
SNORE AS REQUIRED
LIG,fr STANDARD
FOUNDATION I METAL FORM FOR LIGHT L - - -
FOUNDATION ;^ CONCRETE CLASS 4tgOP STANDARD FOUNDATION I t OVER -EXCAVATED AREA SHALL BE BACKFILLED
N... r WITH CONTROLLED -DENSITY FILL (CDF), OR WITH -
' I COMPACTED BORROW IN ACCORDANCE WITH
CONCRETE CLASS 4000P i fl' STANDARD SPECIFICATION 11140.7(T) - .. - - _. 81
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LIMITS TI STRUCTURE - -
' EXCAVATION -
3-(r', UNDISTURBED SOL - ,•-P 1 3-V DVM. .. _ - , _ BY
IMDISTURBEDSOIL BY-
ASmBUILTS
(CASEA SHOWN) (CASEA SHOWN)
m
METHOD 1 METHOD 2
,I CHECKED FOR COMPLIANCE
METAL NO SUBSURFACE FORM _ _ _ _ - I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. TO CITY STANDARDS
This option is °zed only when the existing soil in the hole will When the existing evil will net retain a vertical face, oYar excavate STRONG AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS PIPE SIZES AND AS -
remain standing and the cement concrete can be placed with the foundation area and install a 36" (in) diameter corrugated metal
cut ingthe sturbe to collapse. Concrete shall be Kizt directly _ S* (in)
form. The below any portio Foft shall foundation nd that Bla° - - - - -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED
against undisturbed sol. a (os d p n fi below any portion of the foundation Thal will remain all
ZECp- - _ - - _ - ��a�Br�s�+ •' �.. - DATE exposed upon final grading. Continue forming b full height using a b OT [r;g rj. - - - - - .. .. - - ��GGJJ V '
f
- - - Auger the hole for the foundation. Use a paper or cardboard loan paper or cardboard form to achieve a smooth finish on final exposed v � BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 1/12/2018." - - -
to achieve a smooth finish on the final exposed cement concrete. cement concrete. Support the form as necessary to remain plumb. As iT
Support the form as necessary W remain Plumb. — - . - - - - - DATE
See Standard Plans J-28.24 and J-28.28 for maximum heights - -
See Standard Plans J-28.24 and J-28.28 for maximum heights of exposed foundation when no embankment widening is to beof exposed foundation when no embankment widening is to be - Installed. DATE
installed. Plowthe concrete foundation. fs10NAL "'L - - - - - - - - - - - -
Place the concrete foundation. Alta-
Zeideurv•I, Sichard - -
concrete has cured, remove the paper a cardboard ,�, )w 10 201410.38 AM
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After
poer concrete has cured, remove the paper or cardboard .. i0rrrl Pontin.
form portion. STEEL LIGHT STANDARD
anc ll with
handard Specification
or compacted dborrow ina«ord- FOUNDATION TYPESA B B - - - - - - - - - - - -
-
Construct the embankment widening (U required). ante wilt) Standard Specification 8.20.3(ZJ.
Construct the embankmentwidening (if required). STANDARD PLAN J-28.30-03 O FA`S
SHEET 2 OF 2 SHEETS V/w1
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APPROVED FOR PUBLICATION
CONSTRUCTION METHODS
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l U I D IRE AND POLE .ACCEPTING I'r36'r4'
RELATED PARTS SHALL BE FACTORY DALVA LIED STEL
PRIMED AND POWDER COATEp:-
ANCHOR BOLTS
Qg; RAL 90MIX ',ET SLAW 9'
BASE PLATE DETAIL
ritESTICE SERIES (CY1714) LED
POST -TOP LUMINAIRE (WATTAGE 24, 8 - P5 BARS,
PER PLANS 4,00614 CGT. 120-27N - EVENLY $PACEI#
UNIVERSAL DRIVER. AlT11 VS3AR f CON601 UNLESS -_
RIBBED ACRYLIC LENS) BY CYCLONE. STATED OTHERWISE ON CENTER CONDUIT
(OR APPROVED EQUAL). DRIVER - -
' SHALL. BE INTEGRAL TO THE IN FOUNDATION
•' %TURIE
BOLT CIRCLE (DIA PER
BASE. PLATE DETAIL,
ANC.m BOLT - THIS SHEET)
J4 HOOPS 0 12'
FOUNDATION SECTION
Y CONDUIT UNLESS GROUND POLE TO
STATED O1t1ERWM ON FOUNDATION
PLANS
. S/4' CHAMFER (1Y0) � t•i .n
V-6' MLN BELOW
GROUND.
FOR STREET LIGHT 2•-0" MIN UNDER
STANDARD DECAL, PAVEMENT
NUMBERING BE TAIL,
REFER TO CITY OF EXTEN6 THE emi7
RENTON Sic PLAN f21 6" MIN BEYOND
FOUNDATION OR THE
CONTROLLED DENSITY it
BAMILL z
s
14'-0' FLUTED SHAPE, a DIAMETER, N HOOPS 0 fir -
STRAIGHT ALUMINUM POLE
(POf6-14-Bc4fi-RpL9005TX-1N831 8 - %i BARS,
BY CYCLOtK (OR APPROVED EQUAL) EVENLY SPACED c
i3
1
c. 3" MN.. BOLT
r PROJECTION
INSTALL GROUT. 24'
PROVIDE 1/2' DIA DRAM
TUBE THRCUGH GROUT. -
FOUNDA110N DETAIL
7/8- .DIA HOLE
1/4' STEEL PLATE
2',5' HANDHaE - BOLT CIRCLE (DIA
PER BASE PLATE
DECORATIVEALUMINUM "CLAMSHELL __ DETAA., TroS' 4"
BASE COVER BO46 BY CYCLONE
(OF APPROVW 9Wa) POLE BASE DETAIL ANCHOR' BOLT TEMPLATE DETAIL
M SEE PGLE BASE IOP OF_E4S DAI.(Ni .
DETAIL. THIS - -
SHEET _ ANCHOR BOLT, 4. TOTAL, .
. - 3/4' DIA (TYP)
16' OrAM T R
j. - BaSE GDVER 3/4' HEX NUTS. STEEL (b'
HEOD PER ANCHOR BOLT).- -
FLAT WASHERS (6 KVO, PER - -
FOR 'FOUNDATIO KlitRS. ANCHOR BOLT ASSEMBLY DETAIL
SEE THIS SHEET -
POLE ELEVATION FOUNDATION DETAILS
NEIGHBORHOOD STREET STD. PLAN — 116.1
PUBLIC 'WORKS
+ � f DEPARTMENT PEDESTRIAN LUMINAIRE PROVE
dzk
FIXTURE AND POLE DETAILS Da
INSTALL DECAL NUMBERS VERTICALLY.
INSTALL IN DRY WEATHER, 50' F OR
ABOVE.
T NUMBERING
2 EXAMPLES
3
4
C LED TYPE
5
6
7
WATTAGE
CURB
MOUNTING
HEIGHT AFP
15 FEET 9!
45'
TRAFFIC
~LOW
PLAN VIEW
1-3/4" TO 2"
2" TO 2-7/8-
2-1/2" TO 3"
DECAL:
REFLECTORIZED GOTHIC GOLD OR WHITE
LEGEND ON BLACK BACKGROUND '
PUBLIC WORKS STREET LIGHT STANDARD PLAN 121
�O+ DEPARTMENT DECAL NUMBERING SYSTEM Prxo ED:� i
YATY,
NL
V I EMBANKMEM I ..
:> WIDENING :.: !�i I I .. SL PE 2H: IV (MAX)
i
'v<obbm
UNDISTURBED SOIL am
'i
RECOMMENDED
SLOPE211
(Inffl-) ORF
TEMPORARY SLOPE OR
SNORE AS REQUIRED
LIG,fr STANDARD
FOUNDATION I METAL FORM FOR LIGHT L - - -
FOUNDATION ;^ CONCRETE CLASS 4tgOP STANDARD FOUNDATION I t OVER -EXCAVATED AREA SHALL BE BACKFILLED
N... r WITH CONTROLLED -DENSITY FILL (CDF), OR WITH -
' I COMPACTED BORROW IN ACCORDANCE WITH
CONCRETE CLASS 4000P i fl' STANDARD SPECIFICATION 11140.7(T) - .. - - _. 81
i
LIMITS TI STRUCTURE - -
' EXCAVATION -
3-(r', UNDISTURBED SOL - ,•-P 1 3-V DVM. .. _ - , _ BY
IMDISTURBEDSOIL BY-
ASmBUILTS
(CASEA SHOWN) (CASEA SHOWN)
m
METHOD 1 METHOD 2
,I CHECKED FOR COMPLIANCE
METAL NO SUBSURFACE FORM _ _ _ _ - I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. TO CITY STANDARDS
This option is °zed only when the existing soil in the hole will When the existing evil will net retain a vertical face, oYar excavate STRONG AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS PIPE SIZES AND AS -
remain standing and the cement concrete can be placed with the foundation area and install a 36" (in) diameter corrugated metal
cut ingthe sturbe to collapse. Concrete shall be Kizt directly _ S* (in)
form. The below any portio Foft shall foundation nd that Bla° - - - - -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED
against undisturbed sol. a (os d p n fi below any portion of the foundation Thal will remain all
ZECp- - _ - - _ - ��a�Br�s�+ •' �.. - DATE exposed upon final grading. Continue forming b full height using a b OT [r;g rj. - - - - - .. .. - - ��GGJJ V '
f
- - - Auger the hole for the foundation. Use a paper or cardboard loan paper or cardboard form to achieve a smooth finish on final exposed v � BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 1/12/2018." - - -
to achieve a smooth finish on the final exposed cement concrete. cement concrete. Support the form as necessary to remain plumb. As iT
Support the form as necessary W remain Plumb. — - . - - - - - DATE
See Standard Plans J-28.24 and J-28.28 for maximum heights - -
See Standard Plans J-28.24 and J-28.28 for maximum heights of exposed foundation when no embankment widening is to beof exposed foundation when no embankment widening is to be - Installed. DATE
installed. Plowthe concrete foundation. fs10NAL "'L - - - - - - - - - - - -
Place the concrete foundation. Alta-
Zeideurv•I, Sichard - -
concrete has cured, remove the paper a cardboard ,�, )w 10 201410.38 AM
i
After
poer concrete has cured, remove the paper or cardboard .. i0rrrl Pontin.
form portion. STEEL LIGHT STANDARD
anc ll with
handard Specification
or compacted dborrow ina«ord- FOUNDATION TYPESA B B - - - - - - - - - - - -
-
Construct the embankment widening (U required). ante wilt) Standard Specification 8.20.3(ZJ.
Construct the embankmentwidening (if required). STANDARD PLAN J-28.30-03 O FA`S
SHEET 2 OF 2 SHEETS V/w1
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APPROVED FOR PUBLICATION
CONSTRUCTION METHODS
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T-389715 TRA FF/NG EXPEI F TS o 302x,
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11410 NE 124th St., #590, Kirkland, WA 98034 SS/oN L
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Phone: 425.522.4118 Fax: 425.522.4311 -
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EPDXY FILL EPDXY FILL �
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11410 NE 124th St., #590, Kirkland, WA 98034 ONAI ab
CONDUIT ENTR. AREA S�
INLINE SPLICE Phone: 425.522.4118 Fax: 425.522.4311
p WYE SPLICE o.o
4.
SPLICE KIT ,
- -t PLAN ME ..
LUMINAIRE WIRES WILL BE A CONTINUOUS RUN s _ SIZE TO FIT SIZE TO FIT
FROM FUSE HOLDER i0 FIXTURE WITH
W NO SPLICES. CABINET CABINET
A/ Q GROUND ROD - - _ 6• 6 I' -O" ..
U r -Grade Level
A
.d
W FUSE KITS WICK DISCONNECT TO LUMINAIRE _ N
Z 3 AMP IN LINE FUSE KITS LUMINAIRE HARES WILL BE 2
` p S.E.C. OR EQUAL w • -
/ AWG IN A JACKETED CAB
REFER TO WS00T LOCKING LID STANDARD 4'11 GREEN INSULATED PARE -
DUTY JUNCTION BOX TYPES 1 & 2 TO FIXTURE GROUND LUG - FRONT MEW SIDE MEWe
'SYANDARO PLAN J -40.10 -OJ
Qo
Z GROUND LUG - -
A. 1/4". MHJMAl1M '
DRAIN HOLE STREET LIGHT CONTACTOR FOUNDATION -
- SPLICE KITS CLEAR EPDXY 2' MIN. GROUT TOP OF CONCRETE FOUNDATION TO STREET
KITS ON ALL THRU
WARE RUNS UNDER POLE BASE BE LEVEC:WITH TOP OF SIDEWALK,
1 4" CONCRETE PAO OBER CURBa DIAMETER = 7/8" _ -
Q
Ld
2 IN. /B BARE COPPER ,.Y�i II (I I -
_
GROUND WIRE II II I ^ _ 7 /Q n _ - _ -
' ^ GROUND II II j�--`F C, _ Shim to plumb Shim to plumb
V) U CLAMP - ASmBUILTS
See Note 3 See Note 3 - -
W A` hO.per +� µ bar c "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R.
LOAD LINE o �4 bar oath corner c /4 bar oath tamer
WIREW/GREEN INSULATION 2" PVC CONDUIT II II f �
FROM SERVICE CABINET SYSTEM II / FUSE /
2 - LIGHTING SYSTEM � `� � - - 'I 4" � 4»... _ � _ -� � -- STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -
VARIES TO CONTACTOR I 6' MIN r to 2• 6• MIN -BUILT COMMENTS
(SIZED AS REO'0.) CONCRETE - fl - ff - 3/A• diameter plastic drain 3/11" d'rometer pbsGc drab - ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS -
FouNDnnoN 3• SO. OR DIA. 1 /8 O 1/8)) DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 1/12/2018.
5/8"x11' COPPE(2 CLAD
SIDE MEW SIDE VIEW
GROUND ROD
CUTTING RINGS 1 -60
Cab+ z depth Cabinet depth
IZ - - -
NOTA -----
L EQUIPMENT GROUND WIRE &BARE WIRE SHALL 8E $ J4 bar each r r4 bar each RECOMMENDED
Y SECURELY FASTENED TO THE GROUND LUG INSIDE THE s comer s comer
Q O POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS s C + A4 hoope + R4 Nowa FOR APPROVAL
SHALL REMAIN ACCESSIBLE FOR INSPECTION AND FUSE K I T
MAINTENANCE.
S 8
Vm
� 2 IF THE FIXTURE MANUFACTURER HAS MADE PROVISION FOR BY
�...� THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED
' W WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE PLAN MEw PLAN MEw BY
TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE
T \ N PAD MOUNT PAD MOUNT
FIXTURE MANUFACTURER HAS A GROUND LUG A8 GREEN
INSULATED WIRE SHALL BE RUN FROM THE FIXTURE g CONTROLLER CABINET FOUNDATION BATTERY BACKUP SYSTEM (BBS) FOUNDATION BY
— GROUND LUG TO THE POLE GROUND LUG.
FUSE KIT & SPLICE KIT DETAILS'`' For NOTES see Std. Plan 126.2 CHECKED FOR COMPLIANCE
m M. PLAN — 119
PUBLIC WORKS TYPICAL LIGHTING APPROV>?Db �'`" s'rn. PLAN — 126.1 TO CITY STANDARDS
oY DEPARTMENT UNDERGROUND SYSTEM - + • ; PUBLIC WORKS CABINET FOUNDATION DETAILS P ROVE '
0
�._u I. a C Y DEPARTMENT
c ... � )c)�+ ADOPTED`' �1 . DATE / 3 d / 7
c :��� _ - - :- - - _ — V CITY OF RENTONedDATE
IL Standard plans
�`N LST DATE: 11/5/96
_ DATE
Ob
CM DATE REVISION BY APPR' DWG. NAME: JR -12 SP PAGE: J013
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NZo STREET LIGHTING CONTACTOR CABINET
0
o <Z r WIRING SCHEMATIC
TYPE III SERVICE 120/240 VOLT
O C) .e 3
DO
100 A MAIN BREAKER (MIN.)
�$
� Z 2 POLE 240 VOLT
8 STREET LIGHT POLE z O O
JUNCTION BOX o
z 8 0 PLAN VIEW m
a
~ §4 BRANCH BREAKERS E
Owl. i
OL" 120/240 VOLT
W a ev TEST
ErW O N SWITCH 16 POLE
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m u �W Y17711_ �l 0 'U B >t g A UTILITY
A Pr.- I° i, j� Wit]' A PLUG (G I)
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m� awl A STREET LIGHTING
a _ .I„ T.t ti` a a B CONTACTORS
SIDE VIEW sa#<m xa o
ac� r
J • . e' _
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a• .. j' 1--i L®� W CIRCUIT WIRES TO LIGHTING RUNS
LIGHTING STANDARD &JUNCTION BOX I W I A
PHOTO -CELL TO GROUND
ry N 0 I m Z Pa MOUNTED ON ROD
PLAN VIEW t I p NEAREST
.LUMINAIRE
-- — --' r I.X.I I . <4
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