C1-2-3I
1
NI
N 1 19
~I
UI i
~ I
W
W
21
NI
W
N e.. ..
N
n~
~ I
I 1
I
~ I I
J~ , I ~~ I
C619- ~
TYPE 'I I
X35 LF 12" DI SD 1
1
EI Ay-19180 C6
A18+88 n3za3 ps"c ROAD "~L. _ -- - - -
- ~~135,22 I
~ I nB A~J+26 E 1t J.Jp Rr - ~ -
a I RIM: 34p OP Sn
2I o I ~~ I ~
I
I I i
I
f_- ~--
~ C
B 18
T
VPE?
f
8
p
RIM: }41+23 ~ p R3
~ ~
~
i
I
~
~
N
r
F 1350
wl
W
RA
2
I
" f
W
W
W 1
m N
s + ____
23 LF ~2 Of SD 5 DP50~
Q '
F 1 35 LF12
DI SD
5 D Dasi E /EJ
N CB 1]-TVPE1
SAAJ+28
3a
1J I0 Ri CB 18-TVPE1
SAAIB+SP
1J J0 Ri
,
.
W R M: 3ao,o0 ,
R M 3a 1.23
z E N 33J,43 (12" NE
R n3 (,r ~1
l E N 338.05512" N)
o p (, r7
J
~s .
L) CB 19-TVPE1
1_ S A A18+3P, I IO Li
I
Q R M 3a 1.23.
E OUi 338;23 (12 S)
,~+2p ,~+6p ,fi+p0 ,fi+4p
0 DesS~r
SIRES
I
ElER
50N
RR
0
o
cAf o
f
SECTION 19, TOWNSHIP 17 N, RANGE 2 E, W.M.
GENERAL NOTES: PROPOSED LEGEND:
NECESSARYRiO HCOMPLfif iHISNWORK~ML ALL MATERIALS ANp EOUIPMEM CURB AND GUTTER
2. ROOF DRAINAGE ON EACH LDi i0 BE CONVENED i0 INDINDUAL DRV - - LOJ LINE
D ~ WELLS.f LOTS SHPLL BEpGRADED i0 DRPIN. ORVWELLS i0 BE SIZED PER - - PRPPERN LINE
Ctt R OUIREMENJS AN PRDNDEp BY HOME BU LDER ~
3. CATCH BASIN SYMBOLS ARf NORMAL SZf. RIGHT-OF-WAN LINE
SCALE N FEET
® 4. SiAiIDNS AND oFFSEiS FOR CATCH BCSINS ARE i0 CEMER OF siRUCiURE -33a- PROPOSEp i CONTOUR
D 20 4p 5. JwIG+L ROM SECJIONS ARE SHOWN ON SHEET C x.2.6 -33P- PROPOSED 5~ CONTOUR
N~2'3>'09"E
-- 6.58' CI
\ ~O~
0
~f
6 \~
~~.~ K°
Jd,
~2N~.JCH as2N JwPf 2
~SfoRM DRAIN LINE
_ RERLEAASED VALCVE M
~ ~ - ~ ~ ~ WATER FITTING
/// \\~ BLOW-oFF ASSEMBLV
\' Jf `GATE RVALVE
~FPIREER~fRRVRICE WRH METER 2
- - ~ / AIR/RELEASE ASSEMBLV
~ REDUCER
^ ~ ~ ~ GAif VALVE
J ~ SPNIiPRV FPRCE MNN
~ "\ i ~ PIG UuNCH PoRr
\_ LOW POINT DRAIN
KEY MAP sfwER SERVICE
\~ _ _ _ _ ~ °app N 0 AsPHa<, P~MEN.
l~ ~0 ~ CONCRfIf SIDEWALK
~s \ ~ SURVEY INFORMATION:
a
HORIZONTAL DAJUM: NA083/91 WASHINGioN STATE SOUJH ZONE
BASIS OF HORIZONTAL pAJUM_ HfLD JHUR510N COUNtt BEARING BfJWffN ¢'J656 AND X839
E1 /4 l0 CEN SECT. PER THURSioN COUNiV N 88'40'48"WAND LbMPMED INi ERSECiIDN
OF RAILWAY ROAD AND MIDDLE ROAD 1300.65 FROM fi/4 PER PIAi OF PRAIRIE CRffK
HELD 5/8" REBAR LOCATED AT IMERSECiION MIDDLE RD AND RAILWAY RD AND
2' BRASS Ai CEMER SfCiION
VERTICAL DAJUM: NGVD29
BASS DF vEM [AL cauNtt ~'GP52
SE SESoU COpoN
JV 52 (338.29a) Ja FEMA REFER NCE MARK 3 (33833)
PDDT ONPL REMAR S: EMA REFERENCE ARK 2f(112.2~)
- RF (NO MJUSfMENf MADE)
LbMBINED SCALE FACiDR GRP.99991 J69
ROAD A"CURB RETURN TABLE
flow IoNs
No. BECIN sfa oEESEJ LNf/ fact Df curee fLfvAJ END sJA oEESEJ RADIUS LENCJH DELTA
__ BEGN 1/4 1/2 }/4 END
~_ __
Oi A19+94.6J 26 42.e 4s.2 4s.s a},i 42.s A19+92.sa .es fia.z Js 4
O A19+9258 30.86' Ri 3x239 3a2a1 3x223 A19+51.68 1850' Ri 25.0' 2950' M'36'2fi'
ROAO'A"HORRONTAL CURVE DATA
CURVE pEL~A MIU ENGi NGE BEG N SiA END SiA PI SiA
C6 09'Sa'oa" a9J 50 85.9I' x3.09' A18+6"I.IJ A19+aJ.Ja A19+oa.66
G cO sl sa sz sp.p J.es 4.z9 AI9+6a.}, Ai 9+921p AI9+JB.fip
J
Qo " r
CALL TWO WORKING DAYS APPROVED FOR CONSTRUCPON
~~ m~ m" M ® BEFORE YOU DIG 3
i9+BO X9+20 ~9+6p 20+00 20+x0 20+ep BV: DATE:
RonO °A° 1-800-424-5555 DEVELPPMEM REVIEW ENGINEER H I
UTILITIES UNDERGROUND LOCATION CENTER
HoRlz: ~"=zP'
vERJ: ~'=s' ~ZpY ~ ~9d
~~ ~ cucc~ Nye JOHN'S MEADOWS ROAD ~~A~f D11 of 48
o~BR9]fi9001 P02i01801 L .~eRE~3~ PLAT ROADWAY AND DRAINAGE
,ARR5J-5R89-°01 D .~~~~w~ '°`" vE~M,wnsHlNCioR PLAN AND PROFILE C 1.2.3
pa~04-20-200fi