sp-1251a12ROAD SECTIO FOR VALLEYWAY
NOT TO SCALE
FRONTAGE IMPR
RO AD RECONSTRUCTI AND PAWING
a a w r r a a 4 9 3 _ 'e
1 E. Va For ctanstrr atran f r ells inst fil t r f a br ic
PER SPOKANE COUNTY
L URACT k M r approved
$ SH FACE � . I C: a u �alnt b the dr ill barr sand th dra rock, rr
SOD OR GRASS F F TOP A beta San t ,- washed drama rack and native sails.
OR SIDES OF SWALES. (TYP) \4YPE "B* CEMENT CONCRETE CURB, 00 ce!� E
lyric to si construction, the Contractor is responsible fear locatin underground
SPOKANE COUNTY S Z_- :D 0 utili i s, C oil the underground utility location service at 456-8000 before you dig.
L
I taa 7 For any cu -b grades less than Ca. (0.00 ft./ft.), a Washington State—
EX DREWlELL Or
licet Sa Pr of ssiontal € and Surveyor shall verify that the 'curb forms are
TYPICAL SECTION: DRAINAGE SWALE C Utility pale t b r l da d y
•' as lrad si at grade no ted can the approved lane rior to lac arrt of cub
CONSTRUCT � -- RIVE SAY STAN RC} F'LAtI� � RIVE Y STANDA�R PLAN A�- � a �3 PCB � F '
DRI AY APPROACH ACH 0 � c� rra a# arra #. h Contractor as responsible for arranging sand caard'natrne�
NOT TO SCALE CO 0 l =AL T °RI L orl with l h Professional Land Surveyor
Utility Pole to b � C � N Wheelchair Rca
' AL.E ENTRY Front 'curd Setback
AT EDGE OF relocated behind curb 0 Standard curb ramp
GRAVEL/ASPHALT , 4 �D FPI C sit ra The floor f a Grassed Percolation Area (G PA) Swale includes the level
ex
SAGk AND SIDES F W t + r ar, tin of .hay floor of the Swale, parr the Sid slca s o f the Swale to the
20 DRAINAGE ALE o n I AY O GPA ov rflt elevation or tap of d y ll. The sail located in the floor of the
TO E HIGHER THAN �aa CJ G A Swale shall d to medium to well—draining material, with minimu
u..
., �.
ENTRY 11E .., .., • . _ _ . tnfil �atrcan - ate of 0.5 in r tatar, `thy Erl inr shall r i Sri _ ca
�, #y
1 n
.0 _ � . . tca r a
e, s _ t which r of
ads that call G,A
sal anfcarrn to this requir
ottom , 171 r-1
Thr� wrrtta stat shall b sawn rtt t€ the aara County rs ty E n rn _ r f s
END O F
« .a
K tit
31 .05 T.
32.7 Tt T. - ., Tff ffr s trar to rrastallrn finish ladsca an gad sand racr to final';
M I 4 P c
VARIES---*---*— AS PER LA��I� ,� MIN,— tang The seal floor material shrill b_ inst a n I
T'�F'�E tJf. 9 .'� �'. l� to d t ca crt scaa
E � iJ TYPE . E l�r� • � ,
r
str
r urea t ach als meets f a rra'
L W, 1t1 . T a a s arc_ ads _ s rr_ a pe rcolation rate of G'.
� ASS r�ar� � � .
Q�yLL G
PA a r T LIMITS CON TRACT
EL LL V Y rraal r r hour. `.. a
* P Si BARREL LL E
S LOPE GRASS T SPOKANE CO. ST ANDARD
TOP OF GRATE ti cal te b Relocated
TGIF OF Gf LL ca Saar y Ltrr
208" MALE FLOOR
LL Dr to b ,. T 31�
with drylcand gross.
NOTE Swale floor elevation can plan is top of gross,
«
IL x
MOTE All drvwells shall he in tcalled with filter fcahric: M 44545 or
d'ry v ll is instilled ureic checked periodically grad cleared of se diment.
_e�a «• __ «.e, «�. «_ _�. ...._ . . ... ffi. ._ .... ...•...._ .•d.e__ _ _._....44 ......_ __.._._.. .,_.._ # «. K......... _..• «.... •... «;._b m_ «.__... _......,.
_a... ._ ._.... «.. . «
�+$ if i #°r•'t g irt to r �l� � l-4 r3 $ � r h � „ � _ _ � m �