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CITY OF YELN
DEPT. OF PUBLIC WORKS o-v"r c _A is CITY OF YELN
DEPT. OF PUBLIC NVJRKS ~ ~ ~~ ~ ~~ CITY OF YELM
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CEMENT CONCRETE
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Aoe ~-5269-001 -""`~~'~~~rrrrrr~~~~. _
oA~bS 16-200J
Ac oacANCEGwiH MUT D. Peon T DI RUPTr nLCF : Nr TRAFFIC IN
TRAFF, iR0 PUN A EE PREPAREC AND S EM TTED i T E
Ctt FOR FPRO NC OR/ S COMA NCE T PPR ED
TR FFC ~ 0 iR0 S PLACE.
A A R RA A K RA
OTHER EFTICAL AND R HCRIZO lTPL ALLGNMENT SHALL 3E TAI ED EY
A ENC EER c oR s RvEr N_ FR caPAe E of EERF RM NC s c
cav.
LUi TO AL NEAT VERTf ALNEDCE AfD TA'. KED WITH, hSPHALT EMULSION L
ttPE ss N A oRwn E wr T E sTA DAaD sPE F°Arons. THE
EE -sP r eE FEAT ERED eA K e ER Ex ~T NC ro PROV DE
FGR ~E T T E T oc TD D T E o aT sEALEO wrH
5 OMPA TLN OF SUBCRADE RO K ND '-PHALT HALL EE If
ACORCAN,E Ni T E STANDARD SPEC FCAi ON
E. S E~R DE SFE i0 - EE FERFOk ED E PPRO EC TEST NG
ER EEF.F E C]NCRETE FOF LNE A~ OE ET N
~ ERr FCCroN A Tc ccNFGRMAnce a EE PROV Deo To rHE crv
FR GR To „ccEPT E GF woau.
PERMANENT~IGlIN~. PLR 5 LL fLP15 A D NSrALL ALL
A WORK~N~rH' AND FAiERNLi WILL EE I~ ALGORJA~CE WITH CITY
DF ELM sT„NOAROs
~ cTrA of vE~m oe oiHEe cmEeTiv~NCNn-ieoeiY oeLncErvcc Y THE
A R
LEPARTME~T OF ..OMMUNItt DEVEL PMENT. PRIOR TO THE START OF
mN~TRU.,ron_
a ALL sioPM co E cfs D RETE rD /DE ErON AREAS wurvEENc
FIRM C~P46LE CF PEPF(RMINGMSU,H WORKE NEER NG OF S C
5. STORM DRTIN PIPE WILL MEET THE FOLLOWING REOUIREMENTS_ SUEMITTAL
cEVELaFMDDE THE PIPE ttPE As „LLDNEO PER cltt of v LM
0. SPEGNL S HUCTLRES, OIL/WATER SEPAF,PTORS, AND OUrLET CONTPGLS
WILL EE INSTALLED PUR_ttUNT iC PUNS AND MANUFLCTUREE'S
PE Or ENDAT DNS.
R..FFG GGNTFDL PUN(S) PS PEOJ FED N ACCOFOANGE WTH
8 .L OER RO ~D OCATE Ai 800 24 555 q ~ M M OF a8
OR PROF TO EC i9
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PolNrs wiL~1sE ExPTSeD Er coN RA~T,R Ano Fi~wcs vewFl ~o as
FoLR. PRIOR To DI TRIEUrwc sH TLOwN NOTICE
c ToR E D c Tc Ea EE c E G tt~ E ED
N
AEJVE kEFERENCED SPE~IFII.ATION (EE COTE 1.) HYD '~T FWSHIN6
_F NES or A nccEP AE E En c nEr oL.
. TE T c of THE sreR DE rE E so sFEC D of
R R
TH LL~f SC IT _MES OUT THE LOWEP AA`lHOLf AND THE LLff IS
FWSHEO LLEAN. ACCEPTANCE OF THE LLNE WILL EE MADE AFTER THE
TELNIS ON INSPECTION TAPE HAS BEEN REVIEWED AND APFRCVED 6T
Te=_ INSPECrGR_ A WATER TEST of Au MANHOLES w AcroacANCE rvlrH
PLACE nFr=
ALL UflJERGHOUND UTILLTIfS ARf INSrA_Lf] WJD COMP4CPON OF THE
PQADWAY SUBGRPDE IS C9MPLETW.,
RECORD
DRAWING
LOCAi OD CF UTILITIES SHOI~VN HEREOfV IS BASED OR
INFORMATION DETAINED FROM THE FIELD ANU FRDM RECORDS.
PARAMETRIX ASSUMES NO RESPONSIBILITY FOR EXACT LOCATION
OF OIIL IMS SHOWN UK N(ll SHOWN HLkt(;N_
CALL TWO WORKING DAYS APPROVCO FoR coNSTRUCTION
e BEFORE YOU DIG
DATE-
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1-800-424-5555 DEVELOPMErvr REVIEW ENDwEEa
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ununES uNOeRCeouNC uccanoN c-NTeR
a,E~T NAME JOHN'S MEADOWS STORM DRAINAGE AND Nis of as
PLAT
,, ROADWAY DETAILS C 1.2.7
• _-~ VELM, WASHINGTON
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CITY OF YELM
DEPT. OF PUBLIC WDRKS
LOCAL ACCESS
RESIDENTIAL
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SECTION 19, TOWNSHIP 17 N, RANGE 2 E, W.M.
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CITY OF YELM
_ DEPT. OF PUBLIC NC~RKS
ON-STREET
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GO TTER
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SECTION A-A
CURB INLET CATCH BASIN
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~ aaa NLET chTC" ensN cETAIL
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BR5269001P02T015D2
~OB25]-5269-001
o1T05-16-200J
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CRUSHED SURFPC NG TOP COURSE 2" MIN COMP DEPTH ~
CRUSHED SLLRFPC fIG BASE COJR~E 9 MIN COUP DEPTH C~
TYPICAL ROADWAY
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TYPICAL ROADWAY
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sra a19+o0 ro srA ale+szae (ROAD a) ;E 1 z.1)
sTA A1z+l o.as TD sTA A13 a1.zx (ROaD A)(c 1.z1)
S1A A5+00.88 TO STA A19+40.95 (ROAD A) (C 1.2.2, C 1.2.3)
STA Ci0+8199 in STP C51+629] (ROAD C; (C 1.2E)
RECORD
DRAWING
urzsloN of unLmes sno~mN HEREON ~ enseo oN
INFORMATION OBTAINED FROM THE FIE D AND FROM RECORDS
PARAUETRIX ASSUMES NO RESPON5161LITY FDR EXACT LOGTION
OF UTILITIES SHOWN OR NOT SHOI~VN HEREON.
CALL TWO WORKING DAYS AaaROVCD FoR colvsTRUCrION
BEFORE YOU DIG
DATE.
R
f
1-800-424-5555 DEVELOPMENT RE`~IEN ENGINEER
AFPRDVAL ERFIREs
nun=s unloERCROUnD LacarloN CENTER
aAeR ~A~e ~oeNS McADOws STORM DRAINAGE AND +s of ae
PLAT
v ROADWAY DETAILS C 1.2.8
~~.~_~_~.,.~~~..Gr VELM, WASHINGTON