HomeMy WebLinkAboutR-399806cc
j0)
l
�I
V
F AC E OF C URB
G v2'F~
5 112' i'
I' R 124
I
1 J TOP OF
Ur R. ROADWAY
T I
F }
CEMENT CONCRIETE
TRAFFIC CURB AND GUTTER:
FACE OF ADJACENT CURB
6 15T� FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1:12 1:24
TOP OF
IX R. ROADWAY
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
3,�•
G" C EMEN T CO NG R ETF
IJ2' R. 1" R. SIDEWALK RASP
VARIES i ❑RLANDING
FWW ?
fi' TO 0 � --
B
7
BM' PREMOLDEO
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LAW DINiis
FACE OF ADJAC ENT OURS
6 1 d2l-
SEE DEPRESSED GUREI DETAIL THIS SHEET
1:24
TOP OF
1 1. 1f2'Fl ROADWAY
j I
D EP RESSE ❑ CURB SECTI ON
AT-RE81DENTIAL DR IYUNAYS ONLY,
FOR COMMERCLAL DRIVEWAYS SEE STD PLA4104.2
FACE of GURa
B 1 rl't"
5 1I2' 1'
iZ R. w 1• R.
FACE OF ALTJACCNTCUFD I I
TOP OF
• r, r ■ F ', " GUTTER SURFACE 1 HOADWRY
' r •P � `1
PHE:MULDE❑
JOINT FILLER r
E FULL-I}EPTH 1'R.
_ aka
E]CPAN81ON JOINT -
i-� CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT R-ESIDENTIAL OR COMME RCIAL uwvEWAYB. AND ALLEYS
UENFRAL NOTES:
i. See slandard;slam 102 and 101,1 for curb axXnSIDl1 and duntrae6DnOra apaelrIn.
2. Expansion joint shalt he quill depth, 31a' (In-) Premolded 141ni filler,
3. For Depressed MoaDlilhk DrHrawey Curb & Guile Sadlon• set) Standard Plan 11M.2
RFD. PLAN - E01
PUBLIC WORKS
'MEN'r
p>3'PJ�>��r;u � rrCEMENT CONCRETE CURBS I111'r
I
•7�,:} - CEMENT C )MOREFE
rf CURS A. GUgTER
• _ / ISEE NOTES)
CF�1tcFfP DEPFWtHD MONClUTHIG
CONCRETE -. CURS a OUTTER
SIDEWALK ` IEEE DETAIL 7118 SHEET}
TYRE C2B - ISOMETRIC VIEW
[COMMERCIAL. WITH SUFFER)
NOTES
1, When a driveway width exceeds 13 feei, Gonsi u4H a full depth
expanslon jol nt wt h 3f0" joint Illar along To driveway lone 11n es FAG! of oURN
(see atd . plan 102). Construct expo na}Dn jolnix parallel with the : - - - � Apt x� ¢sT►'L
oentedino am required at 16 rrAArnum apadrig when driveway eoHTRAerew+�DlHs - e lir I2N THIS MEET
widths exceed 30' OTO PLAN IC2 a ur, 1
y 1R'R _ TOPOF
•h ROADWAY
2- See std, plan 102 forsldewalk datalls-
2, Curb End gutter shown, dher curb design!; may ha apecifisd. '� ,
SEe std_ plan 101 for Curb detalls- • , - 4 , 1ff
4. Not Used.
5. The engineer will I design all driveways to Induds elmllons at all NOTE: GR NE"IFLETIC,I OINRLEVANIPUR
paints marked with Byrn bDl '•YA". AJI Dlevatiens are at the hack of JDIOLI H FULL t7r3•Ttt
curb top On uphlll side DEDEPRESSEDM MONOLITHIC CURB it BUTTER DETAIL
6. Not used.
7. For Driveway VMths Sao DRIVEWAY STANIDAMS
(See N07E 10). The expansion joints (see std_ plan 102) ahalI be
a paced as shown In the =rreaponding Isomw0c vlew.
8. Slopes shall comply with BezWns R303.2.1 or R303.2.2 or _ FACE OF A WACENT GU FC5
R303-2.3 of the Revised DrLkGdidelline¢ for AcomiblaPublie r'•
Rigbts-Of-Way OFNow pn6u 23, 2D05 (PROWA0). �
r�
9. Curti returns for Eny Type C-MAX Driveway may ha approved a �
aCos 0-by-0as4basis. '. P - QilTTERSURFACE
ID. STREET 9TANDA1Rt3S = Renton Mu III dpaICade IRMCJ , " a i•R
Title IV Development Regulatlans P • " - v ,
CHAPTER 6 STREET AND UTiUTYVAN iDARDS '' s ��
S9Ltlan 4.6-0613STitELTSTANDARl75 DEPRESSED CCUR13 DETAIL
AT FIESI0ENFAL OR COMIERCTALDIRIVEWAYS. AND, ALLEYS
DRIVEWAY 9TAMQAR0$ - Renton ManlCtpal Code IRMQ
Title N Development Regulaticn9 Oltvewety Mornpia: TYPE C18
CHAPTER 4 R=Raalacmrai, C=carEwnerow - -
CITY-WIDE PR.OPEATY 0EVELOPMENrr STANDARD$ %aberolLa riea.
Sectlon 4--4-OB0 PARKING, LOADING AND DRIVEWAY (MAI Lane Gainv arM
RE-GULADONS a itJRelr[PisRHIg +A). EpsnlpNDsaner
STD. PLAN - 104,2
T * PuBtiC 1TORRS CEMENT CONCRETE DRIVEYYAY PROb
DEPJIRTMEN'T ENTRANCES - NOTES AND DETAIL$
TF
Encompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE juniper Street, Suite 201 ■ IssaQuah, WA 98027 IS Phone: (425) 392-0250 IS Fax: (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. ■ Cie Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419
m�
CENTER: NL OF
(-,� TitMrE S ORAIE
a 1 2'
5 1
(I oe')
1'
-
;Y p
MATCH
ROADWAY
SLOPE
l
3• ,
SEENOIE2 .3:H'a , SrB
SEE h OfE 2
- II 1„'URB AND GUTTER
PLAN VIA'
_ F9AME ANO OPIATE - NOT INCLLDEED
IN CURB AND OUTTER BID TEA
TOP OF
ROADWAY
y ADJUSTMENT SECTION - NOT INCLUDED
IN CURB AND OUTTER BD REM
• CATCH BASIN - NOT 0.(XLIDED
• IN CURS ANU OU TTFR S D REM
.P
SE C 7101. 0 r
GENERAL NOTES:
1. The intent of this design Is to faceirtale the removal /
of a catch basin wrath minimal dlstuMOB nce
of the curb.
The expansion joints of the i
adjacent sldewalk shall
be adjusted to be In
11re with these curb
expanslon joints
4 PUBLJC WORKS
D?YAT<T'MENT
J
ISOWTVIC VILW
�\ I f
CEMENT CONCRETE CURB ]PAS - 101.1
INSTALLATION AT PRO D:
CATCH BASINS
BD 1111,4 RQUOESSIDEVIALKISMAPn
VARI IEEE IIDTE TI
tun
(SU MM Ill
GEE ND IE II 1�
1 E LF Oi PAVED
r
DRNFWAT ■EOUFfO
1r' iJtPANSRJN ,PNT TTYP.1
(:EU6NT
IEEE SiD PLAw 1�2i
COIIGPETE
34MWALK
z
w
SEE rpTC s
= gi
E
i
S. wl
h
m
�
-I- IT
iEe IATE1 - C.-.Tr. h[wLTE
M5W lri•H /BI IV B CURB GUTTER
SLOPE ITYPd SEE NOTE 11
SA-CDNTMCr,Ort1'•Ii I
(SEE ETDID PLAN TDn PLAN VIEW
I':1 DIFFERENCE IN SL OPE IJAL -
011i W RELAW
NE THE SLOPE(%W
SNOwn ExAODERATEI
vAwEa
r �E ■ ]\ rrx SEE nDM1 I ITYPI
CEM[W COSICRI E-Allk S'MM DEPRESSED-" E GUTTER
316EWN.N 3W Exp"51ON JOWT ITYPI IEEE MTE II
ecn Trnu ! n \ IEEESM.PLANIDE,
InwmP, BDLPTME wed
tN• „P,y
y.-- • S.� erA11
B
TYPE RIS - ISOMETRIC VIEW
(RESIDENTIAL, WITH BUFFER)
CEM ENT CON611SE
CI,RE a TER
See No.e 3)
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
DEPARTMENT ENTRANCE -TYPE R10
LE E' M�
� OF WAS�I�
ti'r O
co 7
1�
39897
2 PER CITY OF RENTON COMMENTS
IST 1 PER CITY OF RENTON COMMENTS
s O
05/17/19 NO. REVISION
For NOTES STD PLAN 104.2
STD. PLAN - 104.3
PF P 1 f Il ,/,����
c M a-, 1µ`Y-��
E RAISED EDGE DETAIL 1' • a' e• IT}ewNx
iEA1 F1 12 E TEND$I PWA%N; TRANSYBRSE 1'.0- T•IP
JOINTS TIP IN"IJ OE FA8Ed E DG=_ TYPNNJP HE11LDEfluCAb FILLER
1r3'(IN1 R TYPICAL WHERI2 APPL1i'AftLC
RIXl DING 7 �'
y .�- - .7 1/1' IINJ R. IT1'P.t FOR CURB DETAILS
F-Ow.
1.5", SEESib IPI�JN Tol
! ■. 1� 'p 4. r•is �+` "- 9nND RCA➢WAY
CRUSHEEIROCKM
7 }r .rtT•.'�r'•
6EE RAISED
1'-C BIDE1VPiK DETAIL THIS SH•• gloEWALIDENDiR CRUSHED BUpFACIR6 TOP G4URe E �,&TG)
ALL CUT z
OMPAGI TO 95% If06It1re PROCTOR
3L� WITH RA ISED E04E IUNLE88 REG UIR EMENr wmmn try
IYJ' tIFTr R (!1'F I RNOIDIEPRI TYPIICAL UNDER ALL CDRIL
QUIT `R ALA ID6WALIt_ d&t't L44DER
1 y FOR CURB DETAIL$ C UJU3 S eLITT ER TO BE C' THIC14iE59M
r81 SEESTO PUIN ICI MATCH MATE, V4 V571III 1G R RFAT R ETW FOR GRUSHM F
�j•. -••_• • ALL CURB L DIJTTEn
1 FINISHED ORPOE E'(INILOW
T._a. M DEWM TOP DF CONG'N"S', RFACE
ADJACENT TO CURB i'•V T-0' MW.
nDU DING 12' (an R "I
FDA CURB DETAAT
1 7,Wi TEE $iO PLAN tat
P.
BRIDGE DR PE
RARARRINCa
rORcuae ❑ETAlLS ADJACFHT To CURE
BARRIER - ME MCIEWALIC SE E STD PLAN 10k (BTEEYfLLL SLOPES]
COTrTr4LCTPLAN3 ALL O7; EIANIVER
FLUSH 810EYrAix
Lk
Olt; 11,7
1Y' Nl I.
11
CUE' t M PREM=R
.fOIHNfTFeLtr2 rrI
ADJACENT TD CURB AND RAILING OR WALL p>RE AOLDED
JDI NT FILLER
FOR SIRE B11FFEq aTFaP
YACAYh+ENT rJOEWALK SIDEWALK ADJACENT To WALL OETAEL
SIDEWALK IEEE NOTE IN
sEGTJDHS 1rr P %R.
1 V TSY. R-I'P'7 FOR CURE OETALB
SEE WD PLAN 101 r
? r
- - -- ,;•= F, - 9ROOMED FINISH
- H DRLMTCH FJOBTII�AS
, d 4-WM, s;W3grH
I �• TftOVfBLEn PEAI METER
FINISHED ettALE 1- 0 ySEiD1V TOP Dg OOI4[ariElr
SURFACE FOR"MT IIi - ELusH D=PAyEp10"- C,EMEN7 COFASeE7E CURE
ADJACENT TO BUFFER 5TR1P f (`-y f' o CITRa DETAIL;5
NIFF It PLAN 101
5'. ,
N CITES ,,ryy��j TIF'TO 1H'
1_ Four foal GithaIII e"IkWidlh6hall
he the minlmumpedestrian � •. ��-CaNTAACtH%JdM leap P
eCOeWNa rourta �o Ie tree of Lrenkal � ' - IN SIDEPrALKOHLY F � s,�! � •.
t
Bred bar lxantal c0.11rud1ona. GrdtlnpN, �_Z
AoeaRs Covert;, Junedw Bekas, � ti �' f •. FULL-ESSTH DFW MN JOINT IN H077i • ••'
Gable Yuults, Pull Boxes end Ober ti CUR8 ANDInDEWALB (SAES D PLLR 101.I]
appurranan0da within aE0 eld Alk f 71e' G COU RACTICN JOINT
mutt be, 11u511 wilts BurTaon, and Rlatcn r' • J .
itmda or :he ddewalk JOINT AN D F IN S H
DETAIL
2.-MondlltIIle Ceme nt roanLrete Curb and * •e F ��
WdwalI It na1 permlttal In new For ether referenced NOTES sea
mnstruclloD. When rep facementwar k STO PLAN 104.2- • �. ,�
I,-n gtates6 MoncAlihk Cement
Concrete ❑erb bulyd per WSDDT PREWO=
SIDnC6fd FM F-20.1 W. Payed surfaces must F.ompry With JOINT FILLtR
STO PLAN 102.1 as applkabre. E • FULL -DEPTH
S. CDntrete W be 4,000 PSI. EXPANSIDNJQINT
STD. PLAN - 102
r PUBLIC WORKS CEMENT CONCIRETE I'1'f2Ei
I]E1,Al2TA1ENT SIDEWALK f,
'4j.•4Far:•����i
F r
V. 12-. OR 24-
ONE N 3 BAR HOOP FOR W HEIGHT
INCRE MENT (SPACED EQUALLY 1.
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
6
��NOt� SFFh2,
O
I �
03 BAR EACH CORNER I I I
z
I
03 BAR EACH SIDE Y'
6
N3 BAR EACH WAY
PRECAST BASE SECTION
713 BAR HOOF
N3 BAR FACH
CORNER Ir MIN.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
AptIL • PUBLIC WORKS
V!t DEPARTMENT
SURVEYED:
SDM
DESIGNED:
NEM
AAD
05117119
NEM
DRAWN: LFM
NEM
03129118
CHECKED:
NEM
BY
DATE
APPR
APPROVED:
CJA
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
IN8IOE
DIAMETER
REINFORCED OR PLAIN
12'
CONCRETE
ALL METAL PIPE
15•
CPSSP•.
12'
STD, SPEC. 9.05-20
SOLID WALL PVC,
STD. SPEC. 9.05.12(t )
15'
PROFILE WALL PVC,
STD. SPEC. 405.1212)
15'
•CORRUGATEOPOLYETHYLENESTORM
SEWER PIPE
NOTES:
1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN
IN THE PRECASTBASE SECTION, FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION
9-05.50(fl)}, OR WIRE MESH HAVING A MINIMUM AREA OF
0.12 SOUARE INCHES PER FOOT SHALL BE USED WITH
THE MINIMUM REQUIRED REBAR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH
SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN
ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN
THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH
HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE USED.
2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
THAN 20'. KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF 2-MINIMUM T02.V MAXIMUM PROVIDE A 15'
MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE
OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED,
FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-04.31.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRACE TO
THE LOWEST PIPE INVERT SHALL BE 5 FEET.
4. THE•: FRAME AND CIRATE MUTT BE INSTALLED WITH THE
FLANGE DOWN,
5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF
1H:24V OR STEEPER.
a. THE OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SECTION.
7. ALL PICKUP HOLES SHALL BeOROUTEDFULL APY9k19C
INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR
14ON-SHRINK APPLICATIONS IN ACCORDANCE WITH
STANDARD, SPECIFICATION 9-20.3(2).
B. ALL GRACE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-IMA THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS. RINGS, RISERS, AND
FRAMES.
B. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURERS DIRECTIONS,
$0. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLU SK WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH,
111. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NITS)
STD. PLAN - 200.00
AAPR ea:
CATCH BASIN TYPE 1 GAZ 9/28/2018 I
,<w.,/.nr,•.. n.,o. DATE
SCALE:
1 "=20'
:45
RECORD DRAWING
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
NOTES
1. Not Used.
Y. All ramp and landing iti shall be sepwately lanced
:i. Ulilllies sit urluf es Ihal must I Britain are to be madr.. nun Slip ar noD• skid.
4 Utilities Structures SCICh as vain' S and jvnC:liOH boxes 041 not be k-ca(eLl in the Pedestrian Access Roule (PAk) Of the
Pedestrian Circ:ulalian Rottle.,
5 Orainagu appurlenanres, sur_h as Rian'tales• ciilvh basins cic slholi nut Ue located in the PAR These shoul-d be localed
in the SireCi Or the buffer strip,
6. Accessible pedostri0n attes5 shall bb of&Adod tot dkArig COnsirUdlirin.
0--'�"
STD. PLAN - 102.1 r UTILITY PLACEMENT IN
CEMENT CANCRETF SIUFWALK & � t11
TRENCH WIDTH,......
SEE NOTE 3 j
PIPE ZONE BE; ---nun +
BACKFILL. $E
FOUND
LEVEL
FOUNDATION MATERFAL,
IF RECIUIREO, SEE NOTE i
TRE14CHVODTH
SEE NOTE 3
P7PEZONEaEDDIHGAW SPAN ��•
BACKPILL• SEE NOTE 4 •fir
1
RISE
FOUNDATION
LEVEL
RIGID PIPE NOTES_
1, PVT, GCIMPACTIPH LIMIT'S SHOWN ON THIS PLAN ARE; FOR PIPE
CONSTRUCTION IN AN EMBANKMENT. FOR PIPE CONSTRUCTION IN
A TRENCH, THE HORIZONTAL LIMITS OF THE PIPE CO MPJICTION
ZONE SHALL 6E THE WALLS OF THE TRENCH.
2. O.D. IS EQUAL TO THE OUTSIDE DIAMETER Of A PIPE OR THE
OUTSIDE SPAN OF PIPE -ARCH,
3. SEE STANDARD WSDDTIAPWA SPECIFICATIONS SECTION 2-00_4 FOR
TRENCH WIDTH.
4, PIPE ZONE BEDDING AND RACKFILL MATERIAL SHALL SE PLACED IN
e- LOOSE LAYERS AND COMPACTED TO 959L MAXIMUM DENSITY.
5. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRµ SOIL AND REPLACE
WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD
WS007JAPWASPECPFICATIOM SECTION 94a.17.
®GRAVEL SACRFILL FOR PIPE ZONE BEODRIG (WSOOT s-03.1213p
OR WINTENANCE ROCK {WSDCIT 943.9(4H
FOUNDATION MATERIAL, L ¢•
IF REQUIRED, SE E NOTE 5
MINIMUM
ALLOWED IN ZONE
PIPE TYPE
COVER(M
pUaLIC7
PRWAT A
DFTHEAPA7
CORRUGATED
RTEFL PIPE
8.0
YEE
YEs
YES
SPIRAL RIB STEEL
10
YES
YES
YES
PIPE
-1
PLAIN CONCRETE
2.D
No
YES
NO
PIPE(PCP)
R.F;LNFORCED
CONCRETE PIPE
1-0
YES
YES
NO
(RCP)
CORRUGATEDOR
SPIRAL RIB
2.0
YES
YES
NO
ALUMINUM PIPE
D UC71 E IRON PIPE
I.D
YES
YES
YES
CIRCULAR PIPE
DIAMETER
MINIMUM DISTANCE
BETWEEN BARRELS
T2'TO24'
17'
3V7OS •
UlALMETER13
10P•TO18(r
4B•
1`111"RGH
SPAN
mmmum DISTANCE
BETWEEN BARRELS
IF TO 26'
12•
43• TO 142"
SPAN 1 3
141V TO 109'
4W
UN LESS OTHEIW ISE NOTED- DRAWING N NOT TO5CW (NITS)
STD. PLAN - 220.00
a � PUBLIC WORKS PIPE ZONE REIDDIN(i AND RPM ED;
DEPARTMENT COMPACTION - RIGID PIPE OAZ 9/28/2OL6 I
OATS
Know what's below.
Call before you dig.
C TY OF
OR) RENTON
Plan ning/Building/Public Works Dept.
A5
R-399806
IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q
SURFACE WATER UTILITY DEVELOPMENT ENGINEERING
jfarah 07/10/2019 swarlick 07/24/2019 �-
O
DATE:
MA TVEYEV SHORT PLAT 05117119
LUA 17- 000503 FIELDBOOK: NNIA LLJ
IAPAGE:
DRAWING NO:
CONSTRUCTION DETAILS 16645
SHEET: OF:
6 7