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RAISED EDGE DETAIL r 8 S DEWALK
LE1nY 1YL' EXrF_N050EYYALKTRANSVERSE
1a•{iN}PREMOLDEL
1YY flNl R JOINTS TO INC4ODE ft46E0 EDGE TYPICAL WHERE APF
20%
� ROU IfIG .� 1 117(81) R fTYp) PDR CURB DETAILS
t '•e • ; Ik7h ME STD PLAN lot
A
1"hN)R ;h.• sN
•
•fir-----Ti-
ix1
•. CRUSHEDRO CK
s.
BEE RAISED
I -WI DETAIL -TTAe0 TW7C.Y uNDER
LIC � hhN SIDEWALK
NTH RAISED EDGE
117 I INI R. r".)
CRLAS?" SLAWACING lm COARSE MCI
OMPACT TO 95X 4A MFIED PROrrog
(UN.EZ6RECIUMMIEWWARVEDBY
ENGINEFRi TYPICAL l)NQER ALL GARB,
GUTTER d EIDETMAi1L CSTC UNDEIC
C!-'{f
2.0% 1
ty
Ole A
Ttp+
FORCURB DLTAILB
SLL STD PLAN 1tl1
• ,�
r•: -�
CDRa AGuTrER TO BE C'THICK1403SOR
MATCH EX16TING ROAMAYC91MMM ROCK
HALE, V"CHEVER IS GREATM fl P FOR
ALL CURB LGLrrtFRi
1 FINrBHED GRMF 1' [ BELOW
TOP OF EDYCRETE 9Iµ]N{7FACE
ADJACENT TO CURB
MIN
1' Cr
1 0'
RCtI
DING
lr( 11NL R sw-1
-? '
1 1
FOR CURB BEE STO PLJW 10B
6R7DCIE OR PFt1E8TRNN 9_ta "'
� '• • '
RAILR46
�tT"
e
ADJACfRTr
-
ISAMER aEE
D FOR CURB DETAILS
SIFWALlt SEE STD FLAN IDI
(1EEP FIll $� OPES).
COIdT19A•CT PLAN$
T-WAI-L OR WMIER
I 12• jIN)R. nYP.I
+/�
7
I
SIDEWALK
FLUSH
151E
' lfr NQ
FL
VERTICAL WALL-
•�••
'
SEE DC -SAIL
•� ■•
A'S <INl PREMCLDIFD
JOINT FILLER
ADJACENT TO CURB AND RAILING OR WALL
FOR
TTIM
ITEATNEM
SIpEwAIJ{
AUFFLR aTFaP BiDEWNa[ ADJACENT TO
WALL PkTA1L
SIDEWALK
IEEE NOTE VD}
SECTIO44
Irr 0Zit�
1
�
�
() FOR CURBOETAILS
7.dX kiN� SEE BSfl PLIW 101
�
'
'•!
J
$ROOMED RN4K
1...
OR MATCH M571NG
,,I
/
<' WILE, SMDDTH
f r
TROWEIZD PERIMETER
FINISHED tlRAi7E 1- ((IN} BElflN' 117iP OF IP PAVED CONCRETE
SuirFACE FOR PIANTIf10-:LII$H Q•
/ `
..
tG, rj'•�
¢I
CSMLW CONCRETE CURB
ADJACENT TO BUFFER STRIP
lCVPtSANDGUrTER
FOR eURB oETAILs tLklo�a
9EE f3TO PLAN 191
J r•
NOTf5 1 `�:.,;(- � VCT41µ•
T, FDMr Wl of the aoewatk Width shag L'+JI
be the minkllum pedelstrian
8CCeMNS 01atn ; '. irea of varl],*
and= hOrLZMtl41 0b6trUCb6n9. Gr-almgs,
Access Covers.Juncbon Baxoa.
CaOIe Vaults, Pull BDX08 and
oltw
upvunenanoes wkthe
e sldewWk
muel be hush with surface, and nl6tcif
grade of the sklewa Ik.
.�. Min Kluc Cement Convert: orb Ind
Sidewalk Is nor pefmlTted in new
Per other fefeirerlced NOTES See
❑LlrlsliuctIon. Wban rrt0gCe grit work
STID PLAN 1042-
110L* ikatesa MonolmlllcttYrtr m
concrete Curb bdlld per WSOOT
Standard Plan F-30.10-03
PaVW surfaces must CCMPly With
3. Concrete In W A.DW PSI.
STD PLAN 102.1 as 13pg(iCab4e.
II _
-
Po"TRACTa7N JOINT
WSIDEWALK ONLY
F • '+tyy'
1 `.Y
r FILL-0EFTN PGPNLSgNJOiNT
W BOTH
E
CkM AND SIDEWA,Lk
(TEE ST7fuaN IbLd
ys'
C CONTRACTION JOINT
JOINT AMD FINISH
OETNL
PRE
JONT Fllii31
E FULL•3FM
EXPANSION JOINT
qTn
Am no
felPUBLIC WORKS � CEMENT CONCRETE
DEPARTMENT mniFwsm iw 11�. •- 17I ' r _ A...
�r{,ytly
« U 4t:J. I
e'1.-
H A�
a 7C
c1J
YSTIL G� c
tr243o-0
1 FON PC6i
061ALLABN WTAil,S
-n to r/1
rn M 0
a-1i
y4y
"U�1a
= yC4ll Ci+�
d 40 i
rim
Cn
W (A
�L
CEMENT CONCRETE
CURB & GUTTER
(SEE NOTE 3)
CEMENT
DEPRESSED MONOLITHIC
CONCRETE
CURB 8 GUTTER
SIDEWALK
(SEE DETAIL THIS SHEET)
y
TYPE C2B - ISOMETRIC ViEW
(COMMERCIAL, WITH BUFFER)
FACE OF CURB
SEEQSEE DEPRESSED CURB DETAII.
CONTRACTION JOINT 6lr1' ON THIS SHEET
1,
WHEN A DRIVEWAY WIDTH EXCEEDS 15 FEET, CONSTRUCTA
STD PION 1132 5 ire t"
FULL DEPTH EXPANSION JOINT WITH 3f8" JOINT FILLER
Fit"R. TOP OF
ALONG THE DRIVEWAY LANE LINES (SEE STD. PLAN 1U2).
ROADWAY
CONSTRUCT EXPANSION JOINTS PARALLEL WITH THE
CENTERLINE AS REQUIRED AT 15' MAXIMUM SPACING WHEN
.- .
DRIVEWAY WIDTHS EXCEED 30'.
4 • -
a.
2.
SEE STD. PLAN 1012 FOR SIDEWALK DETAILS.
u _" q
w
3.
CURB AND GUTTER SHOWN, OTHER CURB DESIGNS MAY BE
SPECIFIED. SEE STD. PLAN 101 FOR CURB DETAILS.
s" r-a"
4.
STREET STANDARDS = RENTON MUNICIPAL CODE (RMC)
NOTE DRIVEWAY LONCITUDINAL FxPANSION
TITLE IV DEVELOPMENT REGULATIONS
JOINTS SHALL BE FULLDEPTII
CHAPTER 6 STREET AND UTILITY STANDARDS
DEPRESSED MONOLITHIC CURB 8 GUTTER DETAIL
SECTION 4-r060 STREET STANDARDS
DRIVEWAY STANDARDS = RENTON MUNICIPAL CODE (RMC)
TITLE IV DEVELOPMENT REGULATIONS
CHAPTER 4
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS
SECTION 4-4-080 PARKING. LOADING AND DRIVEWAY
REGULATIONS
FACE OF ADJACENT CURB
1"
5.
THE ENGINEER WILL DESIGN ALL DRIVEWAYS TO INCLUDE
ELEVATIONS AT ALL POINTS MARKED WITH SYMBOL "X' ALL
ELEVATIONS ARE AT THE BACK OF CURB TOP ON UPHILL
SIDE.
' 1 R. UTTERSURFACE
• o-
6.
FIXED OBJECTS INCLUDING STREET TREES AND STREET
P}, v
LIGHT POLES SHOULD NOT BE LOCATED CLOSER THAN 10
1" R
FEET FROM THE DRIVEWAY EDGE.
7.
FOR DRIVEWAY WIDTHS SEE DRIVEWAY STANDARDS (SEE
p9 c n
NOTE 10), THE EXPANSION JOINTS (SEE STD. PLAN 102)
'
SHALL BE SPACED AS SHOWN IN THE CORRESPONDING
DEPRESSED CURB DETAIL
ISOMETRIC VIEW.
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
.0,
SLOPE$ SHALL COMPLY WITH THE REVISED DRAFT
Driveway Example: TYPE C1 B
GUIDELINES FOR ACCESSIBLE PUBLIC RIGHTS -OF -WAY JULY
1
26, 2011
R--ReSldei11la1, C=Commercial
Jj
Nu mbef of Lanes,
9.
CURB RETURNS FOR ANY TYPE C-MAX DRIVEWAY MAY BE
(MAX=4 Lane Commercial)
APPROVED ON A CASE -BY -CASE BASIS-
B-Buffer {Planting Strip), Blank -No Buffer
CEMENT CONCRETE DRIVEWAY
STD PLAN - 104.2
PUBLIC WORKS
ENTRANCES -
NOTES AND DETAILS
APPROVED:
+ *
` DEPARTMENT
DATE
TYPICAL INSTALLATIM
"BAND -
OR
MOUNTING ON EXISTING
METAL POLE OR LUMINAIRE
MIN, Ti
GALVANI(EL} BOLT NTH
GALVANIZED +MASKERST
SQUARE
METAL POST
a T P .UF AN H R
~
�
LOWER 5OUAR
TUaE)
C]
L Cy
i
rr
FINISHED
W
G DUN
LINE
-O
-
a�
7
ASBUILT ROAD DRAINAGE NOTES + DETAILS
OF
FOREST TERRACE PLAT
A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
FiiiF-Filwt r�slaEil
i YrrlFy
i
s0 (1 i
4
-0.3 INCH WXMN 1J'
SIR
• 1ST
■ 11L1[Lyyulj
NOTES
I. SIGNS SHALL BE WHITE LETTERING ON GREEN
BACKGROUND WITH A 0.3- BORDER, DOUBLE
SIDED-
2. SIGN BLADE SHALL BE 8• EXTRUDED
ALUMINUM. TREATS(). 0 OW GAUGE,
3. SIGN SHEETING SHALL BE 3M HIGH INTENSITY
PRISMATIC OR APPROVED ECIUAL
4. LETMRING SHALL 13E CUR FROM 3M
ELEGTROCII"T (EC) FILM SERIES 1170 OR
APPROVED EQUAL-
S. FONT SMALL BE FHWA C20DOFX UPPER AND
LCpWER CASE PER SECTION 2D,43 OF THE
kU.T.GJD.
fi. POST SHALL BE MINIMUM OF 2)tr SOUARE
TUBE. SEE STANDARD DETAIL GOU8.3 FOR
INSTALLATION DETAILS,
NOTES
1. D(MENSLONS FOR THE PARTS USED TO ASSEMBLE THE BASE
CONNECTIONS ARE INTENTIONALLY NOT SHOWN- BASE
CONNECTIONS ARE PATENTED, MANUFACTURED iaRODUCTS
THAT ARE IN COMPLIANCE NTH NCHRP 350 CRASH TEST
CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON
THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARF
ASSEMBLED.
2, A 2" (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2
1/4" (IN) POST W17H A 2 1/2" (IN) PSST ANCHOR MAY BE
SUBSTITUTED. SEE CONTRACT PLANIS-
3. PERFORATED SQUARE STEEL POST SHALL MEET THE
REOUIREMEN7S OF WSDOT STANDARD SPECIFICATION 9-06.
4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED
HARDWARE THAT MEETS THE REQUIREMENTS OF WSOOT
STANDARD SPECIFiCATIONS 9 06 AND 9-28.
EDGE 05 TRAVELED
ROADWAY
90 3Q'v- )
FOR REFLECTORIZED SIGNS: MOUNT
FACING 3'(degr-ee) OUTWARD IF SIGN
IS WITHIN 30 FEET OF ROADWAY
SIGN FACE ORIENTATION
a
e
a •
a
SIGN POST °■
n
e
a d
a q
i
LOWER SIGN 5/16" QNj CORNER BOLT
POST SUPPORT O8Fi"NL5/8" (IN) HANGED
SHOVLOE+� S&F` W111i
NU T AND WASHERS --
2 REQUIRED (TYP•)
BOLT STOP
atoll POST
TYPE ST-4 SION SUPPORT
LOWER SIGN POST SUPPORT - 2.25"
6 11 HEAVY-DUTY ANCHORP CALV
AM.
COMMERCIAL CONCRETE
MOUNITINO ON MIETAL POST
SIGN MOUNTING ON SINGLE STD- PLAN- 129
PUBLIC WORKS METAL E COST APPROVED; cs
DEPARTMENT 16
DATE
IRECORD DRAWINGS AS BUILT
BENCHMARK
FOUND PUNCHMARK IN 1 Y4" BRASS FOUND PUNCHMARK IN Y8" BRASS PIN
DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE
0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017)
HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11)
NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30
NO.
REVISION
B' Min. Low Permeabe Sri Keysbre Cep Uri
8• Mru Low Permeable Sri
Keystone Cep Unh
Concrete Cc�r Sew Cut Unhs b Fh
8' Mn. Low Permeable Sri
Keystone Cep Unk
__�
_
IM aPPlcetiel Whhh irr tPhle
LControl uJa�
- Keystone Standard Unh
Keystme Sunda,
'
•
Keystnne Standard
Unh
cw,trol Jolm Cm
unh
Rolnbrcrea Sri 24' UAL'"Ina F1
24' - Unh DraeF
Rdniorced SoN
Geo
-'� (314'Crusiead
Retllrec[ Gdd
(314'Crushetl E
g
9dd
�•
-7 RxN w Sore)
i
ASauntl Stpe
Rock ar Slone)
Geotexlle 1
Fabric _� - - - - - - HWL
Ragdro
-
--Concrete Cellar
l' Above HWL
G
APWDAmate /:�
Apprmdmau J" -/
SPIP.
IfAPpkde au
a
Urnils cl Wei Toe Prmecdon N,M
LIAM d
Excavadw
Storm Drain
`Scour Protedbn
Regare0
Ex atlon Grid Depth
Pipe
/ as
FWsred =
Remined Sol
Fldsned Grade
RelaMed Sal Grade
Ud[ Drainage FIN -. ` - - �
- `Gemezdlo I
-
Drainage Tle
- - �
Scour Proleclon as RequMi
_ - -
(314' Crushed �.. Fabric
L
When See Conadons
Use RIP Rap or Gmcm*Slab Note'
Rock or SimeJ Unrolnf.'Cwd COnctwe
ReQdre
Unrdnh)roetl Cwlaeee
In Outlet Afea For pipes krrgertMn24'acancrete 1'Mn. inkknoss
Unrolnlwced Concrete
Gewesdle FAWk or Crushed Slone
Foundation Sri
w Crushed St -
Faunnadon sell
ZIl r may be cast around PIP. fw Concrete Col
w Crushed Sore
Leveling Peel
L�,etrg Ped
ease or wnsvuneon
and appearance. If APPllcable
Le 1W Peel
Typical Reinforced Water Wall Section
Wall Section with Pipe
in Reinforced Zone
Typical Pipe Outlet Detail
Typical Pipe Outlet Section
Standard Unh-Near Vwtidl Setback
Standard Unk-Near V.dCal Setback
Standaro Unh-New Vedcal Setback
G
a• tMne eagdd I
Stun" Posiln Center of
StAndaro Uat Vdd
Beckfll or Caterer"
Post In Pia®
3 Mn
Note:
_
Conaele ti1kW tube or form to be set during me .vat
wmt-mlon, rot drilled through geogrld ahenvml•.
,vnen 11r 4, -hind unNs.
_
'-
IGaha,lc,;a
•'
-'-
-
SWd Fcn wRalling
Noo-Shrhk Grout
Post in PbW
Steel Fence
' p �
or Rafg -
I� Concrete Filled Tube or
Form 8• ax. Max
N,t anu
y<�
--'
a- -y • 5 'JI.
"(aN
�
sH
Keystone d'
Cep Uri
Siv
KeyMbn4'
Cep Uh
•• /
Key.W4-
CepUnh
3�a'c7o' ita I„:roc
Lon9
anite •d
-
i
•'
Lnu
' "T
K".t-
�
Key,t
K soe
S"ndArd
CO Pan
o
C Dec
Unl
•Q
Unh}
a.
Unh
GeOgM
Backm or Carka'ete `- Geagrtl
L Concrete Filled Tube or
`Geogdd
g"
Form 8' o.c. Max.
W_
Fence Plan
Detail Fence SecdonDe tail
Fence Plan
Detail
Fence SecdonDetai
Fence Plan
Detail Fence Secdon & Plan Detail
_• _. _._•.••� _••• _
Stanaard Unh-1'So MwA
Compac Unit- Near Vertical Seback
CMD-11 Uolt- Near Vertical SnIb k
Keystone Compac UrLI
Wall Plan at Pier I Manhole
Note
Compac uat
Note:
d' Mln,
1' (Min.! t' (MIn.)
1.) Corner units w111 need b be cut bake fw each
1, Auger through 9e 94d ! ryMm
Flee, Fab*
coutse to malnlaln proper batter and allgm L
5' Lap
Z. BacMl w concrete gtwrdrAl
post In place, ' T Mln.
Steel F
Relkg Concrete w Gress
Dralrutge S•r.nll •r
2.) Sacura comer whh Keyalane Kapsed adeadve
or whist bonding agent. or by drilling pin holes
*Concrete coping t0 be a'
high in carder whh 19'
Keystone
Int ercept e I FII -'
In Bath ad olnl u+dl.
par MotdreMege sklpa
Compac
Il-
2B'
/ Unh
Keystone
,
Pelrteeade
sal 3' I
Keystone UnR
3.) Pll geogdd relfiorcemertte.•ery
abler course from the topdawn
C.I.P. Concrete Coping
Design Googrld Level J
a'IVarlesl unh
Cap U41
GuardrailPas,-
/ I I Expanslon
Material whh
Concrete Refa nlrg Wei
'a-
?A-Cfue
3r4-Galvarized CTB &rr FA (3+d' Crushed
Rock w Store)
�•
Concrete
iBy Others)
r-1- Ca Corner Blocks b Pll -
V ITyp.)
2
Plasth
Filter Fabric
1' (Min,
Flnlahed Grade (Varlos)
- Keystone Compac Unhs
4' GalvanDed Floe Ge dtl-Wrap
og
Geo9dd
Me b n
-
R
,Parapet wall only)
Relnrorced Sri Around pipe and
8-
,
Return to Wall
-
j1_ V (Min.)
/
-
8acktll Ol Cannero i
.•moo .'moo .A o o'�b
Cmereee Ledge Faaling
Keystone Standard Uric
Concrete Plat
Unit Dralmge Fill (3+4'
(Male Wall Only)
Ke stone SUMard Unit -�
Y
IG(e stone Com ec Uri
Y P
Keysbnn Unh
Crushed Rock or Same)
Wall Section at Pier / Manhole
Compac Unh-Near Ve-tical Satbw:k
Typical Guardrail Detail
Drainage Swale Detail
Connection Details
Parapet End Detail
Copy,lghl 2003 KoystonO RdAlIrg WA Sywl
Standard Uolt- Near Venlwl Setback Shave
Cgmpac Unh- Naar Vardcal Setbck Sham
Compac Unit -Shorn
NearVenk.1SwbAkSh-
0.1p is rorlmcrnnl M.Nillyot 1W KEYSTONE wail StruCturt: LA, [Jtt A
y„-
_.,
Re•Ai -
By
I)esl3nna aY:
Title-_
Dina
.,Wbihly, inrlwN but nathaimd b four mian and elope matiy is tre
RKM
Conceptual Details
ra .-Mte yofthOwwer- Thedeagone nisbdanthen4sump1l nNuuthe
mat.dak whhin Nee leUir d meee. melhode ofmretmcfan. and qualify or
Chuckod By.Pmjerl:
PmFd No:
maleiib Cmtorrn 10 KEYSTONE's 9petacadon for INS pmjecL
rr+Tnptc~t'.I'=r:r
CDM
Keystone Retaining Wall Systems
rNe dradng a being furasned for thLa aper.Rc Pmlecl odY• AM Party
accepingthls docurrgnl ones ao In conllgencc aw agrroa lhaslshPl nail be
4444 Wyam Sbeet
T ical Wall Details
yf
omwing rim
duplicated in whole ar in panw dut adwed b often withoIne careem of
n,
UK
1Ainne.P.W. tAN 55435
ay9onc Reuloing wall Systems. Im:
952.8911040
RAISED GUARDRAIL BLOCK
16d ANTI -ROTATION NAIL
SEE NOTE 3
FACE OF
GUARDRAIL
FIELD DRILL NEW 314' (IN)
HOLE FOR 518" (IN) BUTTON
HEAD BOLT
+II
EXISTING GUARURAIL
j' POST
I
1
I
I
I
I
1
I
HMA OVERLAY t
1
w
I
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1
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TJS 1/12/22 BJT suRVEYED:
DESIGNED:
TJS
DRAWN:
TJS
CHECKED:
BJT
BY DATE APPR APPROVED:
BJT
RAISING BEAM GUARDRAIL DETAIL
SCALE:
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL NAVD 1
HORIZONTAL* WA 1991
DATU M
NOTES
T When required by the Contract a Snow Load Post Washer
shall be used on the backside of the post (in lieu of the 1 3/4'
(in) Post Bolt Washer) and a Snow Load Rae Washer shall be
placed on the face side of Beam Guardrail Types 1 and 2
Snow Load Rail Washers shall not be instailed on terminals
2 Rail Washers, also called "Snow Load Rail Washefs", are not
required on new installation, except as called for in Note 1
Unnecessary Rail washers need not be removed from exist-
ing installations except those on posts 2 through 8 of a BCT
vistallabon shall be removed
3 Timber blocks shall be toe nailed to the post with a 16d gal-
vanized nail to prevent block rotation
4 For post and block details, see Standard Plan C-1b.
5 Existing posts shall not be raised Replace posts as
necessary to achieve required guardra-1 height
6 Holes shall be located on approaching traffic side of
web
94
RAISING BEAM GUARDRAIL
DETAIL
STANDARD PLAN C4
SHEET 1 OF i SHEET
APPROVED FOR PUBLICATION
_ hunk cfal6vkrcivtrR
W..h1m elan $by Dayan..rnr .1 Trwwpn r-
■ CITY OF
,RiRENTON
Nksa
Planning/Building/Public Works Dept.
F.TALf��
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y 423 p ��
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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00
ASBUILT ROAD DRAINAGE NOTES + DETAILS DA2/7/2022 m
FOREST TERRACE PLAT �aDOK: c~OO
PULTE GROUP, INC DRAWING NO: w
3535 FACTORIA BLVD S.E., #600 Iz (w,
BELLEVUE, WA 98006 SHEET: oF: Q v
L,L m