HomeMy WebLinkAboutR-417308__4_
ree rcn L•
pw.Pnn+ncvlEieP
1
v •'
V�,
iLIiE,E
FE f
/ Y
I
�
�1
3
l
IeICT10R lYA
seq 1F,re 1 ' [IAeIFI �w':NE1F
As!.u%IrH,R,a ru G lW.p
P•E IrrPa islrAoft e
llwrTE P WArq•+r slp l4E.1Li•" PIAx VIEW
I E. p,11 a I4WA HM[1N MAi
r.�0o.r1P.,a"1�wA�pArwe
rHowH=rs-
[iT+aET
FFL,IAN
wa
• "¢�+i
f, N4 NEE Mill 1,7m
.l
5ECIXYd
aME.
r� it F+ALi4+'iH inrn IFrn �
wJ 11d r[AR IN
npAArgF o&4 wttra
�FRI!
T
' wr,rcr.rwtl�nvr-a-u•cw-oPEn�AF•r.ewra.nP:
T•
4-Y�i
sutn_•. y p}
T Div R 1H - 1SCA& FW VIEW
fRcsNr.FLNTIaL IARTHI aLIFF1LTiI
For NOTES STO. PLAN 1C42
MM. PLAN •- 184.3
PUBLIC WORKS f EMENT G�NCRETE DRIVEWAY PPR 1"f1
rL�TF A QEPARTIdENT ENTRANCE - TYPE R'IB l����T
ixx7- 2'AN SLOr. 1jp.
SEE DIETCL AND
NOTE 1
1 1A4'
lt10
�
I
SOLT•DOVM 3NLOT 13 TAIL
— — — SEE NOTE — —
TOP
WDLETTEFNO
' I
S
s
ISOMETRIC 5-
2a-
=r r
T OR g EQUAL SANIZE3 s•ED
vwEtl 01` P1. I a
mr M%& T
IIECTION A STICTHaII Y
NOTES!
I BD-743QURF CAPARILRV 0 NECKUBEp OHALL FRAME-r5EATF-J. Alel
QVVER9.'lI N.FJ79 PTHr. T 159 UPIRr AIM. PREY" Two LADLES IN
THE FRA/AE TROT ARE VERTICALLY AL KRfm N" THE GRATE CAR
COVE R. SLOTS THE ri UC" ILL ACCEPT THE 55T-11 PIC•Y-ALLEN
HEM GOP 2GREW BY BEING TAPPE D. OR KITH ER APPROVED
NNEC IWNISM. LOCATION OF HOLT-DOWN P40LE9. VARIES R4
ICAPI IIFAGTURF;R.
2 FIEVERTO 5TANOAFHI'S'EC FIC.KTION S-1351!{i) FOR AGOI!11 11_
R5QQIREW§W1 5
S FDR FTIALE nETAIL3-9ff ST1W []N70 PLAIN e'OI 6G
.MNFN3 TI-ER'WU E OUT Fa• RRAIUNQu I S OPT ro 9C,LLF;Nisi
M. PLAN - 204, 20
PUBLIC WORKS RECTANGULAR VANED GRATE A
DEPARTMENT GPLZ 9/2812018 1
GATE
erg,--9s'
r CEfr�d GLRTER
rsp RDTEEI
CF.IEhIF
_ r,rs, Rar___,Fn MOP"ff-EG
BiCETMALl1 .. /'
SIDEFIALK
CITE 9TAM11A
IEEE DE FA0.17F9 rTEEiJ
TYPE UM - IC Gl*
QQM r C.I� TLL'1UFF
NOTES
1. When a driveway wkilf, succeeds 15 fee., corlstad a WI dep',h
terra
enpanFlo" Jura wah'am" Jain! ffW amFq{ Ma O Meg
FAQea OPrs
Ciao Sid. plan 102), Cansb0 cl exparrclon Jdr�iel wIh Um
,EE — - �N1OS deE 11FFAl
ezg�' B11 rHR '
DEIl1gr]Ine>se IOI}ILVed e! 15 mo[Jmum ep• dm W&M d'vo A8y
[-prTlctTdLL �+T
>, r- LTA _
z sea Old. plea 142lof OdawiIldoWs.
Y
__j: 4 `
S. Curb End 9,7ii8F EhIPA71, other curb de5:9T$ Tn3'J be apyd$ed.
`.Sao HIM, plan 101 far curb do=a
er
4. Mod used.
5. The englneor 141I! design all dd6,l5ways to lrld.69 6 llama E WI
lei olp Oldwy LnrmroauL KOWI oA
pa*ft marked wAh Eylrr xt ")i•. AT Oe Ir xfn art 9L Um bnd[ of
ia.lA.F.IrA YlL1 pEPIH
DERRES SED NONCNJn11C CURB ■ 3U. TER L& TU-
uJ16 wp m Qph1 sf[iD_
4 N21wad
T For pds'ewayWUJm *m0RNEWAYSTANDN ASS
See NOTE 10] The EDWartsion jd'AT15F (we xd plan 1O2j 3WI W
spend as shovm In the carrespandi nq fannl[FrI IAIew-
S. 81wm OW11 ygwp IT wth aeC,ipna 11343 I d R3022 a
_ - -- - FAd`F OF ADJ7'u�iu717JRg
R303 2.3 of 1heRaviW Dail G,tidehm for Aceraaibk Pubha
Aighta-mr' Way of Nowunba M. 205 CP DWAG),
I �
I
9. Cufb TgWrps fflr Eny Type FLIAI7C Qr,YeArNa> mry W jWprqw0 a
y
7 --GVn6R SMFAM
e SA9•rQj1 +E9a beiM
r
KI STREET 87ANLDARDSmRemian Municipal CoOm JA-NCi
f•R
- -
TrTJe IV De Je D-man[ RFSuIWHu n5
-
{ t1AAPTEFL d STREET AN 0 6.711 LIN STM DARDS
..
S Ierl4.6-01%5"CTT STAJNDA A06
DEPIRr.95E17 CURS DETAIi
A T REE 10EANTIAL M CGLrMEFUNUAL DAIM AYS, ArfQ ALLEYS
DRIVEWAY SPAN!)MLOS = ALE WT Munidpll Lode 114M C)
TKIe V OeveloRR Ent AeCu dkm
DIi VM E)MMple! TYPE C1}1k
CHAPTER4
2_RAyficntld P�Da7NYdril
CTY-WIDEPROPE.RTYQEVU0Ph1#NTSTAA,IC,ARO5
kftr WtA'1M,-- _
Sertlon 4•4-= PARIUNG, LOADING AND DF;F FWAY
(OA";Lim wO Hand il
REGULATIONS
RA.0 fwtPler MAW elnk-RCRre Or
M. PLAN- 1G4P,
PUIRX, WORT:
CIERMENT CONCRETE 1pRJIrEWWAY
&fPRO11 1.
' DEPAM IEN'T
ENTRANCES - NQTES AN0 IDEYAILS
RAISED CD -GE DETAIL r S dEWA1Ll4
LEVEL �J ice- "7frDSIDiVIFAiKIkwWLASE 1--T 1 -v *,Ir (IN IPRLIVOLD C]�M—FFIIIER
I ONl.9 I _" KIT 5 TO*4CLIA7E RAIScD ETOT TYP0VIL YVHLRE A1PPLIGPOLE
ROLL D:Hf3 A'3'AA
- ` i 1 fA7{IN11i(TIP.] P6kdUIt11MIA:LA
■ ° L Y ^ SLE STO PLAN 101
MMGIROALWAAY .
e . rF L• • � �-: 1 - �RL1S1�E{Y Ri1��i FLL3
S9- FLOU d EDG: + r 1 4T
LTYFTGAIL UN D ETi
V. r Sfnf1Y'A1K f]1ETAJL • n,$ C:RiA6MEb9l1NFANL^IhIQ 1DP COURSE: ICSTGF
Sillm LIi WPACT TD 95X UCCNtIE, FIRCI-I0=
ALL CLFr kIR ASdiFf RAISED EDGE EuMLPAS11E51PRINdE aTWuuEDffi
SLBf• ENQk%EQI TYPICAII. UMRALL CURJL
11Y{INSR (E'fFj GU`TTER9EID OLK C=Uf,ZSER
all , vettuReereTwCURbA GUTTCIt Toes ir TkO:KN s f]H
1.6% MALTCH LIGETWO R'UPIUWAY CFLU4 HEQ Rl7CK
dL i ; '. - SCi STP PtiAVr 1101 DMK, McCli MR 18 GREATER (1 M. FM
11Tri ALL CJ,WE1 B CLITTEM
F FtNlwd GRINDS I•I�E'LU`AY
A 1 TIDF OF MKICRETIE ISRFA.CF_
t - IY' r51DE5YALil
ADJACENT TO CURB _ _ _ FAIN
0R1DGC OPLF'FT3[STR'AN
RAAIING
i
i] ARR ER - SCL
S Of Sn AAI R
CLtKR RAI('T PLaALS
11T LIN) R rIYP i
Jl
1�
FLUSH 1
v� T.rx
VIER T1C L WALL -
ITT
GEE DETAUI.
F
7 f' IIPky r'RLWALDED
JGYI role
ADJACENT
TO CURB AND FIAuhr, OR WALL
FOR EIQE
TRICATMEWT VIDLWEUpFtii al RIP
,vlA;
"Kur"C_
SIL)FWAYLK
MENDTL EW
BNECTICM
' y
,sal
rTtir 1
1"ANA t IZ, LIN R 1T7R I
y C l 1
I14%
_ �
Vu
FqR CURB ofrl4ns A4DJAJCENTTO CURS.
SCf 5713 PLAN IC (SrITEPfLL1 S opps3
�H ALL OR SMR.PR
BtDMALM
Yr SM PL
Te
PREIIEd.DED
JOINT FDA[q
51PEWALKAWACENT TO WALL DETAIL
rOq CURS REIAILE
FOR W RH DETA"
nip RFD PLAN 101
1_3%►Ar4 SEE 510 PLAii "I
ow rsrtcrl EYJSTIHIG
s
• +-F4017016100YPI.
} 7ROW-7.1,ED PER yIETER
1141 '1=D GRADE IIINI BELOW TOP OF QONCF4M [jf
suRFAcrITCIA PLAxTINA-ELuSH IPPAvEri 0 �
1f� • iu•' f�} / GEM ENT 40ONCSET L CURB
ADJACENT TO BUFFER STRIP { F h }CufkHAMU Gu1TER.S-IOLYN
.� ` �• -,.� rC4tCII9WO11A413
SEF SAD R AM i1 m
+• J r INS" to LW
NOTES
1. Four iC01 cif the 51dewGlk hridLTl 9heA � XWA ACN)m .rD1MT r .• 1P F
to the Mn i rll Urn p*d ca lr'iEn
a—lblovuv -AJ::frmofwonIC81
A
arld h0rizc al D55V mans. urBtyhg3,
ca-eas Cnvprs6, 1JEnI.;7n O0�,
Cab14 PuQf
VD Li1"S, I BoxeE and OCtl
oppLLIB na nces wflhln Me siderwalk
R1u5: bellush -M sv fow. and rna1dl
gTa�+v ref tjw �ldeA9alk.
2. MSi• nl'1 U41 CCBIEtI ran CF cle Cu rh an'J
Sid rmII II ITot MYinittld In nIw11
wo%Ansoimm, Wren reolammlM1l1'1 N
RfiMItokelA MtrpolIthIc Ccrn=d
CCM cr TLe C Lib hand p fr W500 T
Stand;Ird Pin F-36 1043.
a. Gonclri[ to he 4rDDO PSI.
Fur other reierercad 140'MS see
STO PLAN 1042.
Pavad Aurfaras must roerply with
5TID PLAN 1Oz.1 as appliimw
' IN 01 DFWALA CNL V •�'�h
rULL-DEPTH E1G+AlA91L1NJpNTIN fIiSTH
• CURB ,4D STEWA& ME STU PLl4 ]aL11
3'E• C CONTRACTION JOINT
JOINT AND FWISH
DETAIL
f } r+
' �•Farri: �Q
mem • 1r
jorfr FILER
K FULL-11PEPTIH
EXFAN51ON JOINT
PUBLIC WORK: I CEMENT CQNCRr—TE
ORDEPARTMENT SIDEWALK
—PREPARED BY
8627 NE 180th St.
A N S T E Y BOTHELL, WA 98011
PHONE: (206) 303-7639
E N G I V E E R I N G FAX: (425) 658-0923
EMAIL: benonstey52@yahoo.com
NO.
SIrD. FLAN — 102
f I•
REVISION
PACE OF CUM
b 1N'!' 1'
trrR F y rP_ 10y
L + TOPOF
1 rr 1L ROADWAY
I
T m
T
CEiNENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF AP J AGE NT CW4
-65IL'F— FLUSH WITH D LJITEN
PAN AT SIDEWALK
RAMP E HS FIANCE
, :2 1r7i
TOP OF
1f7' R RC14MAY
rV 1
DEPRE55EDCURB SECTION
AT SIDEWALK kAMP5
_ 6• _ CEMEN:CONCRETE
TR-Ti 1_R 8Id€9PALX 4L0.MP
V 1�$ OR L%NOIK5
FROM 4
B-TOO I
T 3Ar PREINICLDED
JOINFT KILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SI DEWA L K RAMPS AN G LAA NDIN GS
FACECFAOJACr= GU RB
B I rl
SEE DIRPRE MED CUR 51 DETAIL THIS SHEET
1.ZA
Top or
r T ,• SR" R ROK06YAY
DEPRESSED CURB SECTION
AT RESIDEK T IAL ORI VE WAY S ONLY.
PON COIAIUCRCIAL ORNEWAYS SEE STO PLAN ID4.2
FAGS DF CU1t0
e v2-
R1Ar 1-
�..[ IA•R - - I" R
FACE OF AD JA4ENTC1JRBI 1 r
� i(aPgF
7— RORDWr•^
r Y >-•P�F GUTIER SURFACE 1
F �
t. a.-
PFiEMPLFIED
JOINT FILLER
E FULL,DEPTH T•R
-
EKI ANSIDN JOINT
i, ' R CEMENT CONCRETE
TRAFFIC GARB
DEPRESSED CURB DETAIL
AT RESI DE NTLA.L OR C=MEFWLAL PRNEWA n. 4W V 1 En
0 ENERhL NOTES
See atenua rid PLAN 102 XW 1111 1 For L t1 aA`dPSI"_A• aW QOBtn Mon pnL"gD V].
2. E"an1Ap pm, Thal Bemeapll 9Vlr CR,_I premoldedpine n11RY.
3- PGrD ed F. WORIKil: Dfflm u y Curb d GNier Scorn, sin SUMNO Plsn 1134.2
5M_ PLAIN
PUSLiC waRK9 GElIfIJtrNT CQNCRETE CURBS n
DEPARTMENT � � !
74
i
5EE STANDARD PLANS 110. 119.5. 119.2 AIND 111 FOR PAU@AEHT
I
RESTORATION REQUIFIELMENT9
SAJ Fff1ACE AEE..`t b FIAT I bM AA
01CCIFIED MI 40NSRA4TPOCLIME N715
i
12•MIN- F_AcaGTING PAvEMENT SiJP5FACE
G MEN. SE NOTE 4
____..----i
HEAL LINE TRERCH
'GRU3HEDSU RFACING TAP COURSE' PER
WSOOT SM SPEC "N.0(3)- COLAWA=
T6 9d1'N 10F MNa_kiillUM OFNSTT4
'TRASHED su WAGIN G TOP C _LURSE- PER
ChM TT STD. SPEC 9-03.9g3), BfW K RUN
GRAVEL FOR TRENCH &WKFILL'PER
wM07 STD. SPEC Ed15.13,-CA 'GMVEL
bIjrd0w MA *,,kdT STD. ShEC9.[LT-1K{11f,
GNDM PAGTTL TO SE$-4 CIF MAXIM Lit DEN$IT'I`
BE NC N F 5 HE E PEP FOR
SHMKCI SY5TEM WHEN
DEPTH 13 B'OR GREATER
PIPE
PIP@ MWE BEDDING AND RACKFILL i
PER SM. PLINKS 22d. DG AFNO 220, 10
SEE RUSE 1
yAryPAYEG AREAS PAYEP�AI ..
I
NOTES:
I, a5E WSDISTrAP*A STAiHLPAID S PECiF ICA7117rca r,d-CTII}N i-09 4 FCA
MEA9LRRE WENT OF TR EhLpi LIAIPTH
2, UW&vATIU K5 0V%R d' DEEP 5HALLL UawLY WFrl I Tte SAIPF�' srAwwlTty
IDES CJRIBED 19CRAPTER 2W1561 ART H OF7HE WAIC-
3_ MAXIMUM BACK FILL DEPTH ARCIVE PIPE SHALL NOT BE EXG1KEDED. AS
DETERMO N ED 41Y PIPE PAM UFA4CTURER.
v. ar PAvE71J1FA5. IF PIPE NAPLESS TRAM] CF Ct711ER, LASE CFLuSF1E0
6uLrFAAC1NG i15p bLk1t3-FOR 1FE £1N'1tiNE Ea.CnFn1 LEpYP1 AE3trrE Prt1E2�NE
5 SEE CQMTn%*-rWrRN PLF 51 For? 5F>„OlFK PR IDAECTHe13LWEWN75
W! E55 OTT& RiL'uE N OT F D, D R A -WINE IS NOT TD S CA LF. { KITS)
5TD" PLAN - 220.20
PUBUIE WORKS [PROWD.
x.R.
DEPARTMENT TYPICAL TRENCH AND BACKFILL GAAZ 9I28Y2018 1
RITE
Z__ M �= _111
AIM
SCALE
ONE INCH
AT FLU SCALE
IF Wr ONE NCH
9L+ALE ACCORDINGLY
VETr11GAl- MVD ,
HORIZONTAL: WD ,583 1N,
DATUM
FRAME AND VANED ORATE
�1•, r �•, r-1r. aRx•
ONE ag W 00PP FOP T HE15 HT
rKREMENT fSPACEO EQUALLYL
SEE HO TIE 1
RECTANGULAR ADJUSTMENT SECTION
'Mm" EACH ME
43 EAR Exc4i WAY
rRECAST iiAM SECTION
"BAR HDI F
41 BAR 9AG4
tpNHfl? 1$' NEN
5EE NOTE 1
ALTERNATIVE PRECAST EASE SECTION
PIPE ALLOYMANCE9
MAI MUM
PW9 MATERIAL
INSIDE
DIArAETEe
FAMFCACEL 9R PLAIN
CONCRETE
tj.
ALL MITAAAM
Ir
CPIEG.
2
STTI SPEC. 9-0631
S&L.ID WALL PVC,
SIM aa6C g6m.I Ic }
13,
rRPF'" WAIL"
6:G 5T'EEG 9495.14f
1S
•CGFF,LIaAYf oPCAvp rvtXNf 9Td1N
U ER PIPE
1 AS ACCFPTALAE AL TLR No. rINES TD FHE RUMP LHOWN
IN THE PRECAST WE SECTION FIBERS IMAGED IN
ACUQR]ANfO * TH 5TANQA1* BPIF ICA11PH
"5 50jRIj L I LIW RE MESH HAWING A MINIM 1,1 AREA OF
B,E SOLIM ANC TIES PER FOOT 5H A ILL BE USED PVITH
TH E R NIMU M R E QLN9ED REEAR S11OY N I li THE
ALL AT NE PRECAST RASE SECTION. WORE NEW
SMALL NOT EE PLACED IN TIRE 1(NOMCLITS AS AN
AittEPTQILS AL.TEA!'ATi V 210 THE PO"R SHOWN IN
THE RECTANGULAI1 ALIJL[S'WtNT 6LVIIdM, WIRF MESH
HAYING A MINIMUM AREA GF 3 li $QLLAAE NrIHEB PER
LOOT MAY EE U B E O
1 THE KHDCNGUT DIAMETER SMALLFNOT BE GREATER
7KA142r. KNOCKOUTS "SHALL KAgE h WALL THIQKNBSS
Df7' MI NMLM TOy A' MAxuN km. PRGVI DE IA,
M IF,ILIM BAP BE MYEEN THE KROCIE1%1k WALL Mlp tNE
pPiBl[IE W 5HE FTN,. AFTER Tl1E PI F%Ti 1Klbi µNPR
FILL THE GAP WITH AVRIT MORTAR IN ACCORDANCX WITH
STAIN CLARD SPEC IFICATION &UA.3
'3 TIKE LACNIMIUM DEPTH FR DM THE FIN SHED GRADE TO
THE LOMST PIPE %VMT SHALL BE 5 FEET
4 THE FRIrA11 "^ CRATE ILIBST' pE IN$iKL,LfQ 4MTH 17{E
FLANGE DOM1J.
5 THE P RECAET 3&9E SECTION MAY HAVE A POUNDED
PLOM. AKD WE WALLS MAYBE RDPED AT ARATE OF
*;NV OR STEEPER
a THE OPErNING&HALL LSE M Eh81AHED A T THE TOP OF THE
rgfeAsraAaF sfcrlQK
1 ALL PICIWP HGL.E55 NAL1 BE 11 ROUTEO F U ILL AFTE R THE
NLET HAS SEEN I'SACEO 444E 0110 rTYPE 2 FOR
1 OWSHRIW APPLICATWNS IN ACCORDANCE WrrH
5TAW DMD 5PECIFICATION R-20.3(2)
it Ar r L'AADE HJNGS AMD CASTINGS SHALL BE SET IN
M ON 1 AN N AGCOMANCE 'hirH BTAADMD
SP E C wlI n0N l.da j TI-VK P Y NORTKR r4 FISIMP
AND CTUT$QE OF ALL JDI WN. RINZ,3 RIBERO. AMU
FR "ES
9 M ORTAR SH ALL BE D Iy D AND AFPUFD PER
MM UFACTUREWS DIREGTIO MS
lu FRAIAk nw BE ADJUSTED TO PAVRmEIIT GRADE Br
TAPPIN[ UNTIL FRALRE IS FLUSH WrFH PA%MM:NF A5
Mrr, RNMED Wrr" A STIA41C41T EI79E 9F AlrFF1CRHr
LENGTH
1, All MORTAR "NTS SHALL RE TRIUM ED FLUSH ANND
RENKai MF. &LE UPON D1AR€TICN.
TTLE WORKSCATCH BASIN TYPE i
>7EPARTMENT
rA7F 11PA41N FRAW AN P VAEEG
ORATE PER BTQ. PLAN 204,90
R I CTAMQULAR OR C5iC11 UR AMUSTM 1 N T
SEC TIOk CTWO 9&C rIONM MA I
WORTAK ITYFJ. SE€ MOTE 5
4' MEN.
N•Kgg
1E'AAAX-
FLAT%A6 TOP
Is 54'.eF•77
90%IM OR 1 Wo
SEE kaTE A, TIP.
Y ICAO FOR
NRrFTEKARGE
6T�5 OR -
vL�R
• f
1•MH.
1'
4 _
2S LIA.i. F
REINFORCING STEEL, (YIP
12'
TT ANAfC •.
CFAVELBACNFl1 RANPIRMNE
_
1T
SEEMING PER �v 5TB.
_
9Fg[I FICATI ON 4kn TION B-47 17[31
8
F•
WFARATE BASE IKTIZORALBABE
FREGIST
FRECA3TW`TT1 RISER
NOTESF
1
NO 6FEP5.ARE RE 121fHEP WHEN 1405FT QA'RR LESS.
E.
THE EOTTQM Of THE PR E C,45T CATCH BIASIN RAY SE
SLOPED TO FKCOUTATE CLEAVING.
S.
THE RECTAhC L4AR FRAME AND GRATE MUST BE
NSTA 9DWITH THE FLANGE DOWN. THE fFMMP MAY BE
CAST IN TU7HE p0JI15 TMENT SICT ION.
A
IMOCKCUTS 911ALL HAVE A WALL TWKC Z_%OF T
MII#ALFMT02-5"UMIFAJN PROVIDE A t.S NINILAUMG.AP
BETWEEN THE PN01;KOLIT WPLL AM THE QUI-SIDE OF THE
PIPE. AFTER THE PIPE LS INSTALLED, FILL THE GAP PATH
JOINT PKMAR IN ACCORDANCE MHTH STANDARD
SPECCrATiON MLA
5
ALL i ACE RINGS. RE*". AN t1 CAMINGE 9NALL EE SET
N rpRTAR INA{DOFDAIN CE WITH STANDARD
$PECIFICATION
6.
VWEN CONNECTING TO NOW PIPE. u 9 E A FLEXIBLE
CG N NECTOR JKOP •4 •SEAL 6007 YA1H CC PoR UGATED PIPE
ADAPT ER a R APMO V6D EUUALI. PAHE-H CDHN =CTI NG TD
MI F_X19 TNQ PIPE USE AFAEFRI ATEP _ G COLLAR OF
THE BAILIE MATERIAL AS T-HF GQNNLS1111a P1PQ
N DRTAR SHALL BE FAILED AND APPLIED PER
MAIAKJFA,CTUFEA'S LIREC11 DNS
a.
FRAME SHALL 9E ADjLW 6D TO PAYEh1EtNT GRADE 9T
TAFhIHd unFLL F WMf IS FLLFSH m1HlSRVEMfALT AS
DETE;A pn W itH ASTRAJC{1T;DIPS NM SLIFFIcaU NT
i EHgTH
4.
ALL MORTAR PORNT9 SHALL BE TRWED F UM AN D-
FEM k* VL416LE UPON CANPL.ETON.
03-23-2025
CITY OF
5R RENTON
Planning/Building/Public Works Dept.
PLOSL IC 1N OR ASS
DEPARTMENT
GAZ 9f2afzoLs
LATE
CAT" BASIN DINENSIONE
CATCH DAM
Na11,1ETR
MRL WALL
----_
IRE. EASE MA%IMIAM
TMIC 'k KIN IXfT 517E
I I IEIIE
V*TANf CE
BETME,PN
RNBMOL"
ta•
r
r
w•
B•
Sr
4.F'
r
AT
a'
W_
F
F
iF
E,
yr
6'
r
0d•
17
or
T
TV
72'
17'
Ge'
Nr
17
1.
IT
i AYI^
e[1-
Ty
9E7
12,
1 AA"
TZ•
TT
1DI'
1T
FIRE ALLOWANCES
CATCH BAHIIF
oIANrBTEx
FM MATERIAL MM YANMR IN I BE BMMETER
rFrlcrTF
ALL NFI=_'rALLL
cPsar'
WALLrfeoFKE
wAu
PIG'
il'
A'R'
9P
Pl'
9P-
M,
W
3e'
lG•60'
9F
42'
S8'
7..M;
42-
1.✓'1.
NN'W
ew
?2'
W
1r
12IT
OF
BP
LP
AV
1.
fAf
W
SC_
ED,
AR'
w
' COARLIGATED POLVETHYLEKE STOW SEWER PIPE ISTD. SPEC_ 94MA
'gI-D _9P'EC 9V51 WI 1I
Stu. SPEC. 1.95 1212I
CATCH BASIN TYPE Z GAS 9f231�iJT8 I
WTF
N
U
O
N
J
4
H
w
O
R-417308 z
IN COMPLIANCE WITH CITY OF RENTON STANDARDS O
DEVELOPMENT ENGINEERING w
r 1�
msippo 05/15/2025 ��!
Z
D
avEs
SUN RIDGE TOWNHOMES II 05-20-2021
FEUNIM - U
PMR - w
DWMM ia,
DRAINAGE_DEATILS C-8 0
AND NOTES SHM OP
— 8 O F 37