pe-1504b-58CHA LIZATION GENEF®,L NOT ES
1 .4 s a, AVEMENT MARKING DIMENSIONS SHOWN ARE TO CENTER OF STRIFE OR TO FACE OF CURB AND
MEDIAN BARRIER. K AN a u T a i C/L TWO-WAY LEFT TURN LANE
T a ALL STRIPING AND PAVEMENT MARKINGS SHALL BE PREFORMED PLASTIC MATERIAL MEETING Y~ WIDTH UNDERGROUND SERVICE ALERT ~ ~Z 5' To 1a` ONE-GALL NUMBER
2. WSDOT SPECIFICATION. (A LIST OF PREAPPROVED MATERIAL SOURCES IS AVAILABLE). TW4-WAY LEFT TYPE '2L' a
TURN STRIPE TRAFFfC ARROWS 4" o _ . 10' 30` ~a' ~ z ~ 4 ~ ~ ~ _ _ _ ~ ~ ~ ~ Q ~ ~ ~ Associates, Inc,
CONSTRUCTION NOTES sEE DETAIL .G, ( ) (SEE DETAIL 'E'} _ _ U >::;:.,.Planning.
100 500' MAX " ~ ~ Architecture
1 4" LANE STRIPE (PER WSDOT STD. PLAN H-3), _ _ _ _ _ _ Q _ - - - ~ CALL TWO 9USINESS DAYS BeFORE You Dlc .landscape Architecture
2 TWO-WAY LEFT TURN STRIPE (PER WSDOT STD. PLAN H-3a). _ _ ~ '`<>< land Surveying
TYPE 2L TRAFFIC ARROWS ~ Y~ W11DTH '!707 W. 7th Avenue, Suite 200
3 TWO-WAY LEFT TURN ARROWS, SEE DETAIL THIS SHEET. _ TWO-WAY LEFT TURN STRIPE GRAPHIC <,Spokane, Washington 992D4 4 .....:..Phone. (509) 45B-fi840
® ~ ~ ~ - - - NOTE E TA I L ' Fax: (509) 458--6844
SIGN SIGN COpE N0. LOCATION ~GN LEVER POST MI,~I R IAl POST ~ZE POST RI d ~kS TWa u1AY Leer TURN LANE t FIRST NOTES: DETAIL 'E' so 0 3o so X20 1 FIRST TYPE. 2L IS INSTALLED 50' HACK OF STOP BAR OR CROSSWALK. SECOND ARROW IS LOCATED 100' BACK, OR AT LEFT TLiRN POCKET.
N0. APPROXIMATE X Y SIB HI
2 ~,5,~ a 1 R2-1 165+85 42'LT 24" 34" STD STEEL U-i:~~r~NNEL 2 1 2~~FT 10' "35 MPH" 2. "S" a 140 I-OR POSTED SPEED < 50 MPH., "S" 3 170' FOR POSTED SPEED > 5o MPH. (IN FEET) y~
2 R2-1 167+32 42'RT 24" 30" STD STEEL U-C~~r-~NNEL 2 1 2#fFT 1d' "35 MPH" ppueL= YELLOW CENTER sTRiPE 3. STOP 3 R2-1 180+41 42'LT ~4" gyp" STD STEEL U-(;-~~NNEL 2 1/2 AFT 10' "35 MPH" 1 inch = 60 ft. 0 ~ 04 s ~ 3. STOP ®AR TO BE INSTALLED AT THE STOPPING POINT ONLY WHEN MAINLINE MOVEMENT IS CONTROLLED 6Y A STOP SIGN OR TRAFFIC SiGNA ~
R2-1 181+35 42'RT 24" 30" STD STEEL U-U •~-:VNEL 2 1/2 AFT 10' ' 35 MPH"
' 4. RAISE 4. RAISED PAVk.MENT MARKERS SHALL EE INSTALLED ONLY AS SPECIFIED IN THE CONTRACT PLANS, L ~ ~ Z
Twa-INAY LEFT TUR N ~.ANE 5 sEE r 5. SEE STANDARD PLAN "YAVIiMGNTMARKIiRS'" FOR MARKER DESIGNATION. ~ ~ ~
~O~ 9F~ 5462
~~SXONAL E~~~ R,R, IGHT OF WAY I _
~ ~
PLAT BOUNpARY ~ / ~ ~ ► EXPIRES 9~24~~~
Y - A
QF R
_ - _ -
~~r ° _
CET AST
` ~-EXISTING EDGE OF~ ~ _ ~ ~ ~ - ° PAVEMENT
1
"yw' `e
1 - 4
~ ~ i 1
4 r ~ ~
r i \
/ / r r rr "'elrx. 0 O
r r r:%.rr' r:. x 0 ~ 1
1 ,vj,r , ..::•.r ~ r.
J ~:r''✓r'r,'rr~rfrr"~,rrrr'.Nfr: \ ~1 R2 r rr'" rr :.rr .rr rr rv' ;..9 ,Lu
rr ,.r rli y,rN r,''r'.rp_ ,d~ ~q 1 ,rr r _ r r rrrr rr,,...r ~1 t i
r r: k}4rfStsi'ffrrrr!~ Yj f-:' 3 f :r r: l~ f ~i
r 59+50
r .r 3 rr r'r rrr r \ ~s 1
~rr r r_rr.. rrr r r,.r~l + y j Vii... w ~ / it rr i rrrr ;rrt ~ . _.°'.;.y_ ~ ~ " ' ~ -n. *~*m+sm*-
r .rrr r r.rr.:3 `1,.s d. va %lw~. ~u. ;/n: t ~
r .f'' r ~ ~ . r rF' rr r:! 1 - _ - _ \ ,rr rrr r 1 ! _ .,."',,,,s
p " ~I~INA \ { f e
J M:G:... ~ „;<'<<.... tQ0 166 us^ ~ - ----1- ~ - . _ 16 _ -
• - ~
~ ~
~ ~ a ~ ~
tQ \ . - o
z ; r . rY.. r;. r: is ii~::::ii:5%. r -'e':"TM I® ~1L4:(}tLuvw f... rrr
S ~ STA. 16 ® ~ 4+50
~ 3
® 2 ~ ~2 R2-1
~ _ F •i
3 ~ c u Y D A U M
FOUND 2-1~2" BRASS CAP MARKED
' BR4518' BM 1986.16 1972 SPOKANE
COUNTY" 2' SOUTH, 1' EAST OF FENCE
AT SOUTHEAST CORNER OF BRIDGE OVER SPOKANE RIVER, EL=1986.16'
. s..,
~ - '
L
NANSON CENT ER EAST
s ~ 1 1
r~
,
r
z
G
Q
2
~ ~ 1 {
~ ~ goo
N ,..:;:f
o ~ Q O ~
N ~ Op i;;i' ii ii:.. ~~::.iiiii::... .::::.hf:: ~ pp ~ ..i.iv.;::
f• C ::''r'i: i, r:.:: r.:n.
rt a A~~f~
1jS ~ ~ 1 { }
y .;,`s
¢a ~ r7 4 8 _ f
. W ~
e. 0 7 ~e+oo t
STA. 174+50
P+ 3
9 :
- _ r . . a ~
mW 1 /~L) Dry -k.
C) OFFiC L 1" 4' aL =
79+50 0 STA. 1~- o ~ co
a - 1 a it CNANNELIZATION
mU PROJECT PLAN DATE ACCEP rE_D_: , _
a . 13 ACCEFTANC 3 D
`T 1 ca= 1 PROJ"-T'r.
74 4-- U PRO 2-
",6E D
TO ~ R