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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