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1 BASIS OF HORIZONTAL DATUM_ HELD iHORSTON COUNIY GEARING 9EIWEEJ $?5s6 ANO x/839
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2. RDBF DRAINAGE DN EAe.H LGT Tn aE BaNVEVED ro IrmmoIJAL oar
wELLe. or eE cR DED TD DR Irv. DRYWELLC rn EE eIZED FER
C Y REC FE E i.. aND Pko DED R OME EUILDER. PROPOSED LEGEND:
cuR6 AND cuTTER
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SURVEY INFORMATION:
HORIZONTAL DATUM: NPD33/91 WASHING ON STAT E SOUTH ZONE
BA515 OF HORI=OTITAL OATLAI~ HELD THUBSrON GOUVTI' BEARING BETWEEN ~J65B AND X839
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_
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HELD 5/&" REBAR LOCATED
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VERi CA DAT ^: GVJ2
BASS OF L - SE EGT GOR
( ) AR . 3 (338 33')
ADD TIONAL REMARYS- l33~2 ],H
k INO -. USTMENT MADE(
RP NGR6RD CRU ENO
COMEINCO SCALC FA~TOP = 0.9 999'J69
ROA D"A"HORRONTAL CURVE DATA
CURVE DELA RA DIUS LENGTH TANGENT BEGIN STA END SrA PI STA
C4 03'4J'12" 29 ].60 19610' 9909' A1..+41]5 A1s+39.86 A14+40.84
C5 9510^1' 10 250 17026' 112X' A1E+56.28 A1T+26.54 AIE+6848
RECORD
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L'l ATIiJN OF LTILITIES SHOV~IN HEREON IS B ~ ]N
INFORIM IJIJ OB-AWED FROM THE FIELD ARG FF II RE:;OkDS.
PRR4M~RIX RSSCMES NO RESPONSIBILITY =0R E}AGT LOCRTION
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CALL TWO WORKING DAYS AaPROVeo FoR colvsTPUCnoN
~ BEFORE YOU DIG ~
er DATE
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`~`~eRSS69ao~PO~sD1GL
J0325] 5269-001
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SECTION 19, TOWNSHIP 17 N, RANGE 2 E, W.M.
MATCHLINE STA A17+20_ _ _ _ _ _
SEE SHEET C 1.2.3
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f~ PLAT ROADWAY AND DRAINAGE
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SECTION 79, TOWNSHIP 17 N, RANGE 2 E, W.M.
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Nikn.rok A F R nrD sfi~ A rwA ERA nD E¢uIFNENi
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SURVEY INFORMATION: RIGHT-OF N4Y LNE
3i4 PROPQSED CO~iOUF
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Q R1V- w~ ~ INFORMATION CBTAINEO FROM THE FIELLI ANLI FR'M RECORDS.
~I E cuT ~~} BOTTOM 356 9 Z PARAMETRIX AS~JMES NO RESPONSIBILITY FOR EXACT LOCATION
OF IIL IILS SHOWN OK N01 SHOWN HLktCN_
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" "" 6" "" "" p" p" "" "" '" '" ~ BEFORE YOU DIG
n+zo n+eo ie+SO is+3D 16+do ie+zc ie+w za+DG o+3c zG+eG 6 _ DeSELOCNENr kEVIEw ENDwEEk
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pFCH RSON No." ~.; JOHN'S MEADOWS
o~R"P"s"ie2omaozrmsm~~ ~ ~ '~ PLAT ROADWAY AND DRAINAGE
4 J°° "` C 1.2.3
~~ 569-0°1 <> >, m^~ PLAN AND PROFILE
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° ~b5-t6-2007
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GENERAL NOTES: PROPOSED LEGEND:
1. corvrRacrou SHAL FuuNlsn AND wsTALL ALL mArERwas AND wuIPNEnr
NEC3cauY To coN~LETE Tws woau_ cuRB AND currER
_ RDDE DRAIN4r,F DN Far,H IDT TD BF r,DNVTVFD ro wmernul nur LoT ENE
~ wCUS. Los s TALL BE caADm TO DRAIN. Drrwnls TO DE ezm Fax
crv uECUIREIdENr aND PROVmso 6v HOME euILDEU. PRaPER,r uNE
a_ cnmH 6asIN srMeDLS ARL rvarea,L see, Rlci cF war LNE
a. srsnONS AND OFFSETS FDR CATCH easws ARE Ta cCNTER of sTRUCruRE. a3~ PROaos3D r CONTOUR
s_ 1FpICAL ROTD SECTIONS ARE $HDWN ON SHEET C 1.2.8 -330- PROPDSED 5 CONTDUR
`CURB RAMP LOCATIONS (ROAD B) CATCH 6ASIN ttPE i
POINr A POINT e ~ carcH egsw nPE 2
No.
sranoN DEES sranoN DFFS °z~~~ sraRM DFAIN uvE
^1 63C+23.64 1200'~T 830+28.41 20.OS'~T AIR AND ~~aCUUM
REU=ASE vALVE
^2 330+2AA2 122E' RT B30+28-0~] 2+J.38' RT TER FITTING
*REFER i0 CC RR RNA'FST oiIONING DETAIL ON SHEET C 1 2.] ~ BLOW OFF A53EMBLY
AND wso0 _TG EuN _ Fore rrEE 1A cuR6 RuvE /// ~ wArEU Maw
~~~ ~ ~ ~ waTEU SERVICE wlrH METEu
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/~/ah~ RUE HrDR Nr
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sgmTAx~ FcucC N,w
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KEY MAP ~ sEwER =_EreTICE
-<OG N 0 ~PFAa PTVEMENT
GDNGRETE SIDEWALK
SURVEY INFORMATION:
63/91 wASHINCrON sraTE wLT+ zonE
RASIS OF HORIZGNTAL DATUM: HELD THURSTON CDUNtt BEARING 6ETWEEN ~J6s6 AND W'R35
AND C
OF RAILWAYS ROAD >NDEMIJDLER RDAD 100?fi5 FROM eE1 /48PER ~Ui OF PRAERIE N_R~KGT ON
ZELa~S]8"Ar EBENTEx GSECTION II ITERSECTION MIDDLE RD AI ID RAILWAY RD AND
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RASIS aF vFerlicnlL DATUM HUR4(]N couN r pscs~
LOW POIM ELEV 339 B5 N E RECiN OR ( ( A R 3 ARK (3,A T
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LOW P9 Ni STA - 30+2991
PV STA 30+25 PV ELEV 338 ]
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PLAT ROADWAY AND DRAINAGE
PLAN AND PROFILE C 1.2.4
.~..,..<~. VELM1I. ~A/ASHINGTON
SECTION 19, TOWNSHIP 17 N, RANGE 2 E, W.M.
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~CB25] 5269-001
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GENERAL NOTES: PROPOSED LEGEND:
E MATER,LS AND EDDIPMENT
NECE'SARY T aMPLETE TFI WORk. CURE AND COTTER
ROCF DR NME E i i0 RE CO EYED r0 NDV DUAL DRY - - L]T LrvE
E S. of S RE GP DED iG Ok. D2 E S i0 RE SSE] PER
0 PROPERTY E
3 CATCH BASIN YMBOL ARE N0RM4L SIE RGHT-oF LNE
.T ro s D oFF ET FoR Tc a RE TG cEVrER of ,raucruRE_ -,Ta SF a : +
~_ T'PC4L ROAD SCOT DNS a~ _ OW! 0 5 CCf C 11 .. PROPOSED 5' 0 i0 3
~ CATCH BAS N PPE 2
~STGFM DRAIN LINE
WATER, FTTN JM
~BLOV OFF SSEMB'1
WATER M::N
~ / ~ cATE vALVE
~~1~( \~~ ERs. ME ER
~°/~)) `FIRE HYDRANT
\~/ T \r;~ ~~/~, / qlR/RELEA E h.~E. BLY
~ / ~~~; y REDI.cEH
ATE VALVE
G
~ ~S4N AM FORCE MAIN
~~ Y ~uw PoINTHDRAIN
KEY MAP ~swER sERVc
r'=4DD' pJ / ~ n,PHaLT PAVeae~T
0 cormRETE sD=_wALK
SURVEY INFORMATION:
HOR ZCNTAL DATUM: NAD83/91 WASH NGTDN T..TE Sn TH ZO JE
EARS GF HDR ZONTAL DATUM. HEU TFURSTON COUNTY`BEAP. NGDBETWEEN ~L65b ANC X339
E1/4 - ON
OF RAILWAYS ROACGANOEMICOLE ROAD 13GD.65 FROM 6E1 j46FER FLAT GF PRAIRIE CPEEKC
J s/B' TERSECTION MIDDLE RJ AHD RAILWAY RD AND
D AT IN
2ELBRAS AT EOENTER SEGrION
VERTICAL DATUM: NGrD29
BASS DF VER _ L DATUM. C f~GP52
H ON
SE SECT. CCR
(.38294' To FEMA k FERENGE MAFK ? (33833')
ADOInoNAL REMARK,: _3z ,
ER (~D aoa.{sTMENT MADe)
misGORAwwc is anDmE cPaurvD
COMBINED SCALE FLCTOR = 0,99991 J69
ROAD'B'CURB RETURN TABLE
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OFFSET LN ~ rAGE Gr cur
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343.22 353.38 a»6 a a
34 SST 3~z.]S ess+6c n aa6T L 3s_D s_es eT a9 sa
A35+?6.11 4].50' Ri 35.0' Sfi.48' 92'2]'25'
'CURB RAMP LOCATIONS (ROAD B)
PO Ni A PO NT B
No
FTATDN DFFE FTATGN DTI RECORD
G, 0 335+6966 2,~~T Bi5+69 T9 46.9o~T DRAWING
^4 335+fiJ 7d 23.30' RT B35+6J.33 30.59' RT L'}'.,gTON OF UTILITIES SHO'R'N HEREON IS BASED ON
INFORMATION OBTAINED FROM THE FIE D AND FROA{ RECORDS
PREFER TO CURB RAMP STATIONING DETAIL ON SHEET c 12.] PARAUETRIX ASSUMES NO RESPON5161LITY FOR EXACT LOCATION
AND wsDGT SrD PuN T-_a FDR TYPE 1a cuRe RAMP OF UTILITIES SHOWN OR NOT 3HO1~VN HEREON.
CALL TWO WORKING DAYS APPROVCD roR consTRUCrloly
BEFORE YOU DIG
~;~ ~.DEVELOPMENr Re~lEw ENGwEER
1-800-424-5555 APPRDVALExPIRES DATE.
3nuTr~ uNOERCROUnD Lac„TION cen TER
a~ecr rvnac JOHN'S MEADOWS ROAD ~~B" V13 OF 48
PLAT ROADWAY AND DRAINAGE
°'v PLAN AND PROFILE C 1.2.5
~~~_~_~..~~.rr VELM, WASHINGTON
N
U
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W
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2
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GENERAL NOTES: PROPOSED LEGEND:
1. corvrROCrDR snnL_ Euewsnllsrv 3wsTAU Au mATERwES ArvD EoulcMEnr cuRS ArvD cuTTER
2. RDaP DRAwacE DN Eae.n Ear Tn aE oarvvEVED ro IrmmoILAE oar EDI LrvE
wEELe. Eors fliALL DE cRADeD iD DRAw. DRYWEELC rn eE elzeD PER
crv RECwREUErvrs arvD aROVmeD ar noME ewEDER. PROPERY LINE
~_ cATCn Dasw wM9o~ ARE nDR~_E srze. RICE =cP-war LNE
4_ sranarvs AND oPPSETS PoR cAmn eASws ARE To cervrER oP sTRUCruRE. -~A PeavoseD I corvrauR
s_ nPICAE RO„D secnovs ARE snowrv Drv snEEr c 1 z9 -~D- PROPeseD s' coNTOUR
`CURB RAMP LOCATIONS IROAD B) ~ cATCn eA31rv nPE
PDlnr A Pawl D ~
No. -rprloN aEERET sraTloN oEESET
~~ SrRRM DRAIN LIVE
^5 ^_757 _ LT C40+2~ 2B 2 9E' LT RLEArvD \ LVE M
^6 SC 2944 125P' RT C40+28.]1 20.fi9' Ri ~W4TER FITTING
*REFER TD CURB RNA STATIDNING DETAIL ON SHEEP C 1 2.J 000 ~ 6EOW-0FF ASSEMBLY
AND wsDDT srD PuN F 3o FDR ttPE 1A cuRe RaMP ' waTER 1.1aw
v~ GATE vaEVE
~ ~ ~ -WATER ER cE wrn METER
~~..~ \ >~ FIRE nT r
/ AIR/RELATE ASSEMBLY
J~~~ ~ GATE cER
~ ~ ~ snNlrnR~ EoacE I,~w
~ Plc uurvcn cORr
~EDw PD
KEY MAP ~ sewER EERmcew
r=aaa' N 0 AscrAET c„eEMErvT
0 I:DNDRETE ;wFwFl K
SURVEY INFORMATION:
HORIZONTAL DATUM- NADE3TH1 WASHINGTON STATE SOUTH ZDNE
BASIS OF HORIZONTAL DAiu M_ HE D RSr~ N cn NTY BEARING BERNEEJ ~~E56 AfID X839
E1/3 i0 CEN,SECTU PER THURSTON COUNTY = N 8530'-8' W AND COMPUTED INTERSECTION
E1/4 ..REEK
D ..ND NIODLE R
PRAIRIE •
HEL6A6/8'"~ RE6Ak LOCATE) AT IRT33SECTION MIDDLE R6 AND RAILWAY RD AND
VERTICAL DATUM- NG1D29v AT cEI ITER ~ECTIDN
BASIS OF VERTICAL DAiu M_ HELD iHORSTON COUNTY #GPS2
SE SECT. GOP
TH JR~TON COU Jif ~PS2 (338.294) TO F MA REFERENCE MARK 3 (•38.33')
ADCITIONAL REMARKS- S +D.04' H GFER 2HECNEC r0 FEMA REFERENCE MIRK 2 (332.21'),
cnecK N ERRCR +o Da n cnER (ao ADaESrMErvT MADE)
,o I
---I
---
LOW POIM ELEV 336.64 Pvl STA 41+00
LOW POINT STA =. 40+3306. PM1 ELEV =. 338.00....
PH STA = 40+35 AD. =-1.43
PVI.ELEY.=.33642 N 2] 93
LSD A.0.. = 4.43 3s0
K =9.03 40.00' vC
b.00' VC
° E11sT cENrcRLwE cw,DE~
N ~ e ~ ' ~ PROan~EO ,ENTERErvEranDE
Z ~ ~ ~ ~ ~ ~ 3.10-
l F 13 ) SD __T_ ___ ___
s 00031 R/R __-_____-~
___- __- .
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STA CiD 3J 2 10 20' Ri '~
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30TTOrf ELfiV. 33 ' ti
CB 20 TYPE 248 CB22 TYPE 1 °
STA A 11+5 6 to DET 5 r,~ ETA c 22, 1a 20 °
w a
RIV 333.33 R - P1336-46 N
Y' \x' If Ifl '-"; If Hh. 3sFiR 1L Sf;~f OG 1~ SE
L Ol T, 333 1, 13 SW 4E 001 3H35 (I B' RN) OTTOM HLL'V 322 ]
40+M0 40+40 40+80 41+2C 41+f0 42+00 42+40 42+60
Rnen"n^
"EeRSi6sao1PO2TO1so1 f _.;a~~~~~`e~R~
J0325] 5269-001 ~ vt, . ~.,,
DnT05-i6-200)
SECTION 19, TOWNSHIP 17 N, RANGE 2 E, W.M.
I ~~ I
D n~E®D
I
p I
/ I
ROAD'C"CURB RETURN TABLE
FLOW uNE/ Fn^E aF Cu RB ELEJATIONS
BETN ST4 0FF Ei BEG N 1/4 1 2 3/ E 0 EflD iA OFFSET RADILS LENTH DELTA
01 C 0 ?~6 3 ]' r X135 13]12 .53630 36~', 35_ ~ C D 33.02 0 LT 25.0 3235 i D8 "
O C4.+.i5 ~J.9 T .ln.nn l3fi TS 33ny 3fi TS ln. i. Ci0+1J 33 I .5( 4(4J 99413)"
03 C42+1225 29.6)' Li 339.21 139.93 310.65 339.94 .539.0 GI2+02.10 33.05' Ri 38.0' 1E322' 24]33'26'
04 cat+0. a0 cs RT 3~y0 - E30.6 - 393_ col+e9_ a 19.5 - .50 29~ o1.s626
ROAD "C" HORIZONTAL CURVE DATA RECORD
~,~MF DEETA RADwS EErvDTn TArvDErvT DEarv,TA ErvDSTA PI ,TA DRAWING
L'l ATIJN OF UTILITIES SHOV~IN HEREON IS B ~ ~]N
rOA 4341 s5 s.5n Tn la_s.s 1.41 +ns.T9 ca.+ 3.14 aL+it31 INFORIM IJIJ OB AWED FROM THE FIELD ANG FRJAI kE00R05.
PRR4M~RIX ASSLMES NO RESPONSIBILITY =0R E}Al'T LOCFTION
OF uTI CITIES SHOWN OR NOT 5101NN HEREON.
CALL TWO WORKING DAYS AaPROVeo FoR colvsraucnoN
BEFORE YOU DIG
en DAre.
'~~ DEVELOPMENT REVIEW ENGINEER
1-800-424-5555 APPROV E ExPIREs
ununes uNDeRCROUND LocnTloN ceNTeR
o~ErT LAME JOHN'S MEADOWS ROAD "C" D13 of a8
PLAT ROADWAY AND DRAINAGE
PLAN AND PROFILE C 1.2.6
.~..,..<~. VELM1I. 1A/ASHINGTON