C1-2-4SECTION 19, TOWNSHIP 17 N, RANGE 2 E, W.M. GENERAL NOTES: PROPOSED LEGEND:
CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIPLS AND EQUIPMENT
I I I NECESSARY i0 COMPLETE THIS WORK. CURB AND GUTTER
2. ROOF DRAINAGE ON EACH LOT TO Bf CONVEYED TO INDINOUAL DRY LOT LINE
I I I - - PFOPEFtt LINE
2 ~ Clrv REQUIREMENTS ANDGPROV DED BVHOME RBUILDER?0 BE SIZED PER
1 I 1
SL(PLE IN FEET 3 GTCH 6ASIN SYMBOLS ARE NORMAL SIZE RIGHT-OF-WAY LINE
I i
1
I
I / S' V` 0 20' 40' 4. STATIONS AND OFFSETS FUR CATCH BASINS ARf TO CEMER OF STRUCTURE. -334 pFOPOSED 5 CONTOUF
2 I I I
N 5. TYPICAL ROAD SECTIONS PRE SHOWN ON SHEET C 1 28 -330-
CB5-TVPE1 N CA CH BASN TYPE ~
I A sTA B3o+3).34, io.6o LT I CgT-rypg~ I ~ 1 `CURB RAMP LOCATIONS )ROAD B)
I RIM: 338.63 I SIA B33+00, 1I.I0 Li I I~
I O I POINT A POINT B CATCH &+SN TYPE 2
RIM: 340.)6 I V No.
I - - - - STATION OFFS T STATION OFFS T STORM GRAIN LINE
D 338.JI 1 ~
FL. Pc - r W
I I D = ~ 830+28.64 12.00' Li &30+28.41 20.05' Li AIR AND VACUUM
RELEASE VALVE
N I IN ~2 B}0+29.D2 12.2fi RT BJD+29.D0 20.}9' RT EF FrtiING
5 ~`s ~ ROAD "B" W ~ BLOw-oFF assEMBLY
1II elast99 c9 a 9a wREFER To cuRB BPMP sTn lownlc DETUL oN SHEET c ~.2.J
V I ~ B31+00 - _ ~ _I _ - t- - ~- - ~(n PND WSDOi STD PUllJ F-3o FOR TYPE 1A CURB RAMP ~ GATER MAIN
W I I N35'3] OBE - ~ - ~ - I V E VALVE
wI g3 DO 20.49 ~ 35 LF 12' 61 SD IM WATER SERNCE WITH METER
1 LF F 12" CPEP S F 1 CP P SD
~ z' DI sD m EIRE Hvoeann 2
I I _ are/RELEASE assEMeLY
w 6 ~ .~ ,-¢
Ni II O ~ CB6-TVPE1 N / \
v339.00 o STA B33+00. 7J.I0 RT REDUCER
FL8'PC FL Pi RIM: 340.)6 I IZ GATE VALVE
SANITARY FORCE MAIN
2 LF CB4-TVPE1 I J l
12 ~I SD STA B30+31.34. 10.00 Ri = PIG UUNCH PORT
I 2 RIM'. 338.63 I („) r
I I I IF ~/ \`LUW POINT ORNN
I 3J LF 12" DI SD I I IQ
1 ~ KEY MAP sfwfR SfremcE
STA N30+09.99, 35.80' Ri Q, S
I CB3-TVPE1 I 2 I 2 II r I ~~ I ~~ I I 400 N ~ coNCRETEPSOEwALK
I t N RIM 3394) 2 I I I I 1
I I I 1 SURVEY INFORMATION:
I I HORIZONTAL DATUM: NAD83T 91 WASHINGTON STATE SOUTH ZONE
t o ~ I I I BASIS OF HORIZONTAL DATUM: N A]6 0//93 3
E1/4 TO CEN SECT. PER THURSTON COUNTY = N 88'40'48' W PND COMPUTED INTERSECTION
AI WAV ROAD ANO MIDDLE ROAD 7300.65 FROM E7/a PE PuT DF PRAIRIE CREEK
~ELD 5/8" REBAR LOCATED Ai INTERSECTION MIDDLE RD AND RRAILWAY RD AND
N VERTICAL DATUM: N l1
BCSIS OF VERTICAL DATUM: HELD2THURSTON COUNTY nGPS2
N THURSTON COUNTY GP52 (338.294) TO FEMA REFERENCE MPRK 3 (33833')
V ADDITIONAL REMARKS: S +004 HGHER, CHECKED TO FEMA REFERENCE MPRK 2 (332.21),
350
IF CHECK N ERROR +0.03 HGHER (NO ADJUSTMENT MPDE)
THS DRAW NG IS GN THE GROUND
Iw mMe NED SALE FACTOR o.9999,F59
vc cEN NRL NE GRADE W
I
/n ROAD "B" CURB RETURN TABLE
w FLOW LINE/ FACE OF CURB ELEVATIONS
N N0. B EGN STA FFSE BEGIN 1/4 1/2 3/4 END ENU STA FFSE PDU ENGT pELTA
- C 4
'
'
-- ~~ ~ 340 a O B 30+10 I6 35.65 Li 338.11 33884 33891 338.)8 33858 B30+3556 110 Li 25.0 3881 88
5622
- M
IM
" CPEP SD
s
O
]D+, 0.9z .JS ]9A T9.s ]9.9 T9.J ]9.9 9TO+]e.oo 0 ss.0 9.,2 99]945
RT } 0 3 D 3 9 ] 9
?5 LOF 2 D F D
=D. OS FT/T 282 IF 12
m
S-O.OOJS R/R IQ
C66~TVPE1 f ROAD"8"HORRONTAL CURVE DATA
STA B33+00, 1I.I0' RT IN
R
RIM'. 340 J6'
IE IN: 33J 88 (2' NE)
E IN
12" NW
33)
80 w
Z
1 CU
VE DELTA RADIUS LENGTH TANGENT BEGIN SfA END STA PI SfA
:
.
(
)
0 (~2" SN) .
530
=
C9
Ofi 4244" 3002.50 3f 1.14' 116.0 J' 830+20.49 833+)223 831+90.56
I
CB]-TVPE1 U
STA 833+00, 1I.I0 Li F
R M 340Ifi
E OUT. .338.06 (12" SE) Q
I
LOW POINT O.EV = }18.85
lOW POINT STA = 1Ot29.91
SiA b+Z5 PW Fl cv - ]38.))
A O 3 8) 8 =. 8.)I
]5
00' VC
.
,
~ r 83
.~
am
~ ~ S 0J2 FD/ D
.y
G
50.0050 Fo/Ffo _----_-~
- IE: 332.88
330
PROPOSED 0"
0
E N3333.64 (12' N)
E OUT: 335.6P (12" `.
30+40
E N 335.92 (12'' NW)
IE OUT 33592 (12' S)
CBS-TYPE1
G
E OUT 33603
o~BRS]fi900~PO~5gl L
~URR9J-5889-801
oATr54-20-200fi
CALL TWO WORKING DAYS APPROVED FOR CONSTRUCPON
32+00 32+40 32+80 33+20 BV: DATE:
~~ ~ ~~ ~ ~~ ~ ~~ ~ ®BEFORE YOU DIG APpRDAAL ExPIREs
DEVELOPMENT RENEW ENGINEER
1-800-424-5555
UTILITIES UNDERGROUND LOCATION CENTER
PAY ~ HE9O
JOHN'S MEADOWS ROAD "B" BIZ of as
~,,,$ PLAT ROADWAY AND DRAINAGE
0 ,~,,~„~w~ '°°^ vELM,wnsnlNCroN PLAN AND PROFILE C 1.2.4