HomeMy WebLinkAboutR-406215A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA
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GENERAL NOTES: �1
1. The II b tqf 1* duip In ID ftWi t1 tie remDflal
of q ankhteM WADI mkf awl &iW rb5 m
Of III* eAti.
2. TIS inhiIDfi )Dlnlsd ft
�OUIt11d/MRII(Slwll ,r• i /,i/� � _ ,�L� .I� r
ID be in
b Ift flNil curb '
IS04E-4C VIEW
CAMBItT CONIC IM cum BM Riff - 1M.1
. . PLTH A MF14T AllW^LLIATf" AT PRo D: kA
DEPARi]�NT CA1rCH BASINS
T
Cl/TM a OUTTCR
i (SFF M)TE 1'
F 1r-.R DEPRESSEO MONOIIT'1 C
CLM a (Ar1 MA
.... K NEE DETAIL THIS SHEET)
l
TYPE C2B - ISOMETRIC VIEW
(CCMM E RCLA . VVI T-H BUFFER)
NOTES
I When a dnvewsy erctn exceeds 15 fee'., constrv�l a hull depth
expsnulon joint wr 3/8' )olrlt tiller &&V Me dnvwtray lone ones
?ACE Or CUM
(see sill. plan 104. ConsiruG expansion )6-n% parallel wth Lho
ea c We DF-REBM CUM DRAA
-- tr. r••s w..*
Oan:erfiM 8/ re:IJInW at 15' ma)emUm spacing WPlen EtiveTway
Co1KTNla. ON Ae7 _"".
wldns exceed 30•
aTO 1,AA 10
1.7 R Tropop
y r
2 See aid. plan 102 (or v!dawak dooils
N
3 Curb and g4tor shown, otnvr ;;urb debfg'Is they be specified.
See end. plan 10t for curb deWI3
v
d Not useed
5 The engineer w1:1 design all driveways to Inclvde alevaions at at
NOTE DINVIrNA•LaDMAN.ALooAraoN
points marked wtlh aymDDl •X'. All elevations we at the back of
JON, $aaa ere RA. CEPTO
DEPRE SSFO MONDL ITHIC CURB a OUnILR DETAIL
curb top on u ph3l %;do.
6 No; used
7 For Orlvellemy W6&M see DRIVEWAY STANDARDS
(See NOTF 10) The expansion joints (see ird plan 102) shal be
spaced as s'1Dwn In the Carlespondlng leame'rlc view.
e Slopes shah co npty wm seeJorts 113012.1 or R3032.2 KX
FACE OF ADJACENT CUM
R3032.3 of the Reeieed DesR Cirsidetines for AcoesBMe Pubhe
1
Riabbor•Way uf%'GvnDtw 23,2005 (PROWAG).
9. Curb reams for ary Type C-MAX Driveway may be approved on
1•R
a p=W by case W s J
--- -DUT-T R 3UnrACE
10, STREET STANDARDS a Rertan Municloal Cock (!L'NCI
TWeIV Development RequtaLam
CHAPTER 6 ST R EFT AND UTILITY STANDARDS
sealw,4-"6DSTAffTSTANDARDS
DEPRESSED CURB DETeAII.
A • RES:DFNI DAL OR COMMERCIAL DRIVEWAYS. AND ALLEYS
DRIVEWAY STANDARDS - Renton M w-Jctpal Cc& (NINE)
_
rtle fV Development ReCulatielns
Driveway Eumpie TYPE C1B
1
CHAPTER
R=fleMdeResl GCamms•ca1
CITY -MADE PROPERTY DEVELOPMENT STANDARDS
N.Ime, of Lerner
Scctlon 4-44)80 PARKING, LOADING AND ORIVEWAv
(MAX-4 Lane CO-WIS na)
REGULATIONS
6-s '4r IPr erlp S►DI 9ar'owo 9e"
OW
CONCRETE DRIVEWAY
ENTRANCES -NOTES AND DETAILS
SM. PLAN - 104.2CEMENT
'-&9I T 2
Know what's below.
1jil Call before you dig
05/27/2020
FACE OF CURB
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t ^.•R IR. 124
1 TOP OF
1? R ROADWAY
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1
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CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACF OF ADJACENT CURB
FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
124
TOP OF
1W R ROADWAY
_L
1
/
_ t 6
DEPRESSED CURB SECTION
At SIDEWALK RAMPS
3W
6' CFMFNT CCvv -ftf .F
If2". - - l-ty ti L1E'A AI.K HAMF
VARIES '"• LANDN,
FROM ; r
6'TO0 /
1
3r6' PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RM1PS AND LANDINGS
FACF OF An1AC.FNT CURB
SEE DEPRESSED CURB DETAIL INS SHEE 1
124
TOP OF
1 _ r 1• 1?R. ROADWAY
1'
1 ,
1
/
DEPRESSED CURB SECTION
At RESIDEN-LAL DRIVEWAYS ONLY
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE Of CURB
�61rr
6 112
R R I. R
FACE OF ADJACENT CURB 1 1
b TOP OF
ROADWAY
P to a ',�• CUTTER SURFACE r
PREMOLDEC
JOINT FILLER 1
E FULL -DEPTH rR
EXPANSION JOINT r
CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS AND ALLEYS
GENERAL NOTES
1 See sta-4ard plans 102 and 101.1 for curb a xpenseon and conbatetwn pent spaond
2. Emanucn Ian, %hall be lull depth, 3/9- In.l prerrulded ivint FItr
3. For Depressed Monolithic Delvoway CUM a Guner Sad -on see Starda-d Flay 104 2
-
PUBLIC WORKS CEMENT CONCRETE CURBS STD. PLAN 101
DEPARTMENT
K t/u KUOL-teelw:-aY/II
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SINES-R.R01e I. • Me.
{AIL sans J
Or' wnn. r
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u LIpMYBD
OrNRAr+a�O _
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River WISP v'.r a cw A wn�
ROAR III -I Mt•l0 L
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een Iw ail F JW lrtEw
vAlaa
IMF,d1M a 1- t14 AOR e-,
le N
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BE[TpN 1 ••l � LR et0 r1aN RF
�'ILAL4Q NaPtIW \ '
lianAR
... •R MreI IaU'M I • �I �-� I �_-_ nWN,lal- •�TbRI IO0 left'.,
.x:.leyewe�iO.a
s'eel. elAreu nv
•I:IaIsM crscean
Etas W�L -
TYPE R1B - ISOMETRIC VIEW
(RESIDENTIAL WITH BUFFER)
a' RAISED EDGE DETAIL t .QNOEWALK
17 EXTEND SIDCWALK IRAVAIFRss 1' O T•tZ
1? pees. JOINTS TO INCLUX RASED EDW �ICAL WHIM
HI MDr CK I
_ p) MW I •.: � r L 1? N A FOR [Ua/DFTAIf
y 1•at[ _ 1IFF%In PI AN$01
L+1:!T y i C AOCRM6
BEE RAISED E
T •Or sm sex x D'TAIL - h10 t1sRaAL VNOOI CRUee®91AKApNO TOrOOLAYE (CRCI
AI CUT SIDEWALK Vf'ALT NJ 4Sx I.Ialv[C PR?
30PFS WITH RAISED EDGE �ISLA.[L M(MM NIMWhArto BY
1? dM A, (M 1 uAll
Gu"ER a 9orwALK exTC UNDER
f.IDB A OUn FA TO RE V INCteESS V+
1J�``�01 , I, IA SEE 510sa-UT ON PLA 101 MATb1 f1007)NO RDADwnr CRUeraD ROLA
SEE BtDRAI'1 Del SAX. WFSCMEVFR,S GWAIER(1W ION
•� A I CURD s GUTTM
I r k1s4CD GRATE 1- (M) BKLKAv
17P OFCOWAEIE S-AFACE
Z P
ADJACENT TO CURB , � 1 ? .4
17 pN)R (TYP)
ISrJU FOR CURB DETALS
15% DEk SID Ih AN I
Ile ` _
BRIDCIA PCDCSTRNN y GE _•�
elw ruRB tV TAl. S ADJACENT TO CURB
BARRIER - SE sOEWAL)t s,r STD PLAN'In 'JtEEP FILL S0PIrS,
CONTRACT PLANS _ AL OR BARR ra
17 ON)N ITN)
/ I BIDFYrA K
FwsN 1A
4�
VTRT. WAII - 1
sEF OFTAK '
7/e'(IN) PREUK4,1XII .S •' °
IALJ
ADJACENT TO CURB AND RAILING OR WALLJoan FkLrR
pN�
e(1e1 SIOF t
TRLLTVEM SIDEWALK BJ"rEa STOP SIDEWALK ADJACENT TO WALL DETAIL
MOtN'AJl ISEE NOtt IG
SECTK*A '?(eQ R
1 nw) rtMolslsaTAls
t 4eL_ 1.17♦Mt[ SEE eTeBLAw IM
BROOMED nN SH
t.• +y ---� OR WTCH tX1&rNC
• / . d r WIDE SMOOTH
5 1, rR AVF1 Fn PERR!TEA
FINISHED GRADE r 0N� BElO1N TOP OF CONCRETE V -
911"ACII FOR hAN11NC - F u.IF IIAUiD (1•
Id • •d I I (CURS
:D GUTTER
Cu"
(CIIRs AND GUTTER 91nrIr.I
ADJACENT TO BUFFER STRIP FORCURB OETAAS
or SEE STD R AN VI
I
I atl ter• To W
I Fou-Ioetof lc rwdowaak?I wshal •.\� eoNTRAenae .rlwt - s •{w• • +
be the m. tm pedestrian E
eerwsslbW IDNY• aN of CLIxLLwend W ANDSIDEWAIIr14 SIDEWAF Ohl SOD FUNL0:11
eb• r1.(�?� ,
snd horamaill obucbols. Orsengs.
Aoom Comes. Jji Kew Bares, 'F.J)EPTE/E)a'ANS0IN JOINT IN BOTH •-•- •••
- -
Cattle VILLAS.
RS. Put Band atRer -
. J C CONTRACTION JOINT
must be Rush wdh awlem - and me"
grade of the fldewaaL �r t JOINT AND FINISH
' DETAI e
2 Molnl1tl' L Cer•Nr.l ConUete Cub and •, i', Gam 0 .
SweWaR K not peermated in new For other referwv_vd NOTES see q
*ruction. When relr!&A Wd Wesel STD PLAN 104:1
^
.cees:tate/ a Monvllwc eer"M • A
Conoele Curb (wild per WSOOT .f}NT iUliR
Slarderd PaI F-lD I"ll Vavod surfaces must Comply .RIM my
FULL-DEPTH
3 Concrerte Lo be 4,000 151. STD PLAN 102 1 as aDplecable
EXPANSION JOINT
PUBLIC WORKS CEMENT CONCRETE STD. PLAN - 102
DEPARTMENT SIDEWALK /0 ,1 ,
_ w rrw wtz.rcaA eauwnRAr� _
O►.arAT taws 1 I '
besalwaveJ0N1RM r )I'hIAIp0ltlAllmr,
us Sro P.-M M, yr S•D r1MITl'
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Y
S X I
S =�
RAI/eLf'""I t[ r fix' NO>�T
W tOTeAetCNJOMI lee , �/
A11A sea IRON w, PLAN VIEW
ITYsa Ct /►OWN CI A CT s C AW INALAM
on wTi a
rNILa
r me rBTITT--'
rj'7( _`1 .•-..1 lrlr off""# wslY'rUl
ttllal►ta->♦ 'T It
Ire
NCtxxe O :vl e•o wlVV
rZ ll l/rrl - �!tr�S AD1N
II r•nsrsa rs-ie rr _ _ -�' I
PR/WM-IlafTa I: JIR 11 :/F YgW'llauRPJ 41J , ���-1'I , I,y
Iq s 1
rewlew" 1 MAI"
.aaAles sale ears e
erl�al sWM•m ---1
For NOTES STD PLAN IG4 1
SM. PLAN - 304.3
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY I,i, I e 4 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
DEPARTMENT ENTRANCE - TYPE R1B � DEPARTMENT ENTRANCE - TYPES C1B, C2B,
C310, and C-MAXB (WITH BUFFER
AS -BUILT NOTES
1. AS -BUILT INFORMATION ON THESE DRAWINGS IS BASED ON INFORMATION PROVIDED TO APCE BY SADLER &
BARNARD SURVEYORS AND ANYTHING NOT SHOWN ON THESE PLANS AS HAVING BEEN CONSTRUCTED
DIFFERENTLY FROM WHAT WAS SHOWN ON THE APPROVED CONSTRUCTIONS DRAWINGS IS UNDERSTOOD BY
APCE TO HAVE BEEN BUILT PER THE APPROVED DESIGN PLANS.
2. OTHER THAN AS SHOWN AS -BUILT CHANGES TO SURFACE ELEVATIONS ARE NOT REFLECTED IN THIS PLAN.
PLO
ENGINEERING
Surveyors & Civil Engineers
P.O. Box 412
Ravensdale, WA 98051
(206) 420-7130
www.PlogEngineering.com
For NOES see STD PLAN 104 2
STD. PLAN - 104.4
7 re VIM .._... -..-_
EXISTING ASPHA
PAVEMENT
SAWCUT
(SEE NOTE 2)
{ ARTERIAL STREET MINIMUM
7" HMA (or ACID Class B)
(SEE NOTE 1). OVER
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM
4" HMA (or ACP Close 0)
(SEE NOTE 1), OVER
6" CRUSHED ROO(
NOTES
1. MUST MATCH EXISTING THICKNESS IF GREATER.
2. SAW%CUT SHALL BE POSITIONED V - 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
3, THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
PUBIX WORK$ =j" AND AmTBR �
DEPARTMENT RGP ACEMiMT DETAIL
COVER PER STD PLAN 401
APP
EQUAL AND RYDSA RAFTER v �V PLAN
PATCHING NTS
OUTSICE NAMETE14 OF
(SEE NOTE 9) ADJUSTMENT RING K
x I B07roN=�--�I
SEE NOTE 2
II•
MORTAR JOINT(S) (3/8- MIN.-2• MAX.)
ADJUSTMENT RING (1' MIN.). SEE
SEE NOTE 3 AND SPECIAL PROVISION
NOTE 6.
SECTIO'^NA-A
IDS
1. RFJIIOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE
6. COkWRiUCTLON AND ADJUSTMENT SHALL BE PERFORMED
WINCH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS ONE
ONLY BY A JOURNEYMAN MA80K
FOOT (MAll.} ADJUST CASINO FRAME TO PAVEMENT
SURFACE L IS ING RESTER RAILS AND MORTAR
0. ADAXTMIEINT OF THE FRAME TO GRADE SHALL BE
ACCOMPUSHED Wmi ADJUSTMENT RINIM AND MORTAR ONLY.
2. REPLACE EXCAVATED MATMAL WITH A MINIMUM OF 6' OF
THE WE Oil SHIMS IS FR'AIESTED.
INAA CLASS }' PO 64-22 (OR TO A DEPTH THAT IS 2' BELOW
THE BOTTOM OF THE UPPER ACUUMMENT RING WHICFEVER
7. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
i8 GREATER) OR AS APPROVED BY THE ENGINEER.
TAPPING UNTIL FRAME IS RUSH WITH PAVEMENT AS
DETERMINED WITH A STRAXJIfT EDGE OF SUFFICIENT LENGM
3. ADJUSTMENT RINGS AND FRAME SHALL BE FULLY BEDDED IN
MORTAR. MORTAR SHALL BE ABTMA C270 FOR TYPE S.
B. ALL MORTAR JOINTS SKALL BE TRIMMED FLUSH AND REMAIN
VISLBLE UPON COMPLETION.
4. MORTAR SWILL BE MIXED AND APPLIED PER
MANUFACTURERS DIrECTI0N5.
9, X- V-0' MIN. TO 74r MAX - PER ENGINEER'S INSTRUCTION
SM. PLAN _ toe
TYPICAL CONSTRUCTION
PUBLIC WORKS
ADJUSTMENT OF
DEPARTMENTAND
MANMOLE RISERS
R-406215
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1
READY FOR SUBMITTAL
MXP
5/27/2020
MXP
SURVEYED
MXP
SCALE'.
SEE GRAPHIC
VERTICAL: NAVD 1986
(roRIzoNTAL: NAD 1983/1991
DATUM
CITY O F
t
R E N T O
`
CIVIL PLAN S E T
PLAT
H A EV I N RIDGE SHORT P
RENTON, WA
05/27/2020
2
1ST REVIEW REVISIONS
MXP
tvos/2ots
MXP
DESIGNED:
MXP
FIELD600K'.
PACE,
3
2ND REVIEW REVISIONS
MXP
04/05/202
MXP
4
3RD REVIEW REVISIONS
MXP
05/27/2020
MXP
DRAWN. CM
ONE INCH
DRAAING NO
080_ 1 8
CHECKED:
MXP
AT FUI I. SCALE
IF NOT ONE INCH
SCAI EACCORDINGLY
Planning/Building/Public Works Dept.
DRAINAGE DETAILS
SAIL" of
NO.
REVISION
BY
DATE
APPR
APPROVED:
15 23
MXP
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