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- FACE OF CURB
NF1-_ Y
-.
t:r P y1 •F yt• R
1:24
I + TOP OF
T72•R. ROADWAY
I y ° t,E• ,`�
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
6 1!2" - ' FLUSH WITH GLITTER
~ Ti - PAN AT SIDEWALK
RAMP ENTRANCE
1,11 r 124
/ TOP OF
1)2•R, ROADWAY
9 , P
v
�v
_T.6. F I.
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
6' CEMEINTCONCRETE
112' R. -. 1" R SIDEWALK RAMP
VARIES T OR LANDING
FROM - I
6.700
til
318" PREMOLDED
JS7i NT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
fi�SEE DEPRESSED CURB DETAIL THIS SHEET
1:2Q
TOP OF
1 ,..1• 1:2" R. ROADWAY
I °
9 i
GI
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY -
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURS
512". V
112' R r 1' R.
1
FACE OF ADJACENT CURB TOP OF
ROADWAY
GUTTER SURFACE
GENERAL NOTES
I. See standard plans 102 and 1171,1 1& cu r0 aspansior and owtracTlon jolm spaclTry-
2. Not used.
3. For Depressed Momlllhlc Or,veway Curb, 8. Gullet Sectlan, see Standard Plan 104.2
r - BTO. PIAN -- 101
+' ;+ PUBLIC WORKS CEMENT CONCRETE CURBS PR M.
DEPARTMENT ,
ED
ja 77 dr r A -:
1/2-X4- EXPANSION MATERIAL
1/4"R AT JOINTS
SCORE LINES TO BE RADIAL
TO CURB AND Gll TTER 1
+
1/2'X4" EXPANSION MATERIAL
1/4'R AT JOINTS
"W"-WDTH OF SIDEWALK
1/2"X4" EXPANSION MATERIAL
1/4-R AT JOINTS CEM. CONIC. CURS AND GUTTER
I•yEf+7t1iU@I�l'
1/2"X5" EXPANSION
1/4'/1-T- SLOPE ANTERIAL CURB RETURN
1/2"R 1/4 -/FT. SLOPE
1/2-R 4.. 1/`'R
PAVEMENT AS PER PLANS
4' Ii PAVEMENT AS PER PLAINS
STANDARD CEM. CONC- PARKWAY STANDARD CEM.
CURD AND GUTTER CONC. CURB AND
GUTTER
SECTION A—A SECTION 8-13
SEE SHEET 2-5-1 FOR ROADWAY DEVELOPMENT STANDAROS
A
JrANTg DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15 C/C RCft LESS THAN 1O' C/C. THEY SHALL
NOT W LESS THAN 3/Ig- IN THICKNESS AND SHALL BE ixTLT]DI) m R0.0W TRE GUTTER LINE 1/2-
THRV JOIKT9 SHALL RE PLACED AT ALL COLD dOINTS As DIRECTED BY ENGNEER AND SHALL ExTEND 1'
BELOW MNMETE-
WHERE THE SDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT 94ALL BE A COLD
JOINT- 1/2'x S• E)VANSWN MATERIAL SHALL BE PLACID FROM P-C.'S TO P.T-'S AT ALL CURB RETURNS
1/2"%A' E%PAIVSM MATERIAL SHALL BE PLACED AT EYE" FOJRTN 51OEWALN PANEL
THE CORCREIE MIX FOR SIDEWALKS SHALL CONFORM TO THE REDIREMENTS OF CLASS a (3/S•) WTH AIR
ENTRAINWENT.
THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGER HAVING A 2 1/2" TOOLED FINISH
SVBCRA➢E CLTiPAC11ON 51- 1 BE 90% (MOOIiED FRGCT )L
TYPICAL SIDEWALK
e
ADOPTED
CITY OF RENTON
f" +
STANDARD PLANS
• ', r
T.B114'
�1•RP o-
F007 SP PAGE: F007
-
CEMENT CONCRETE
A '•
TRAFFIC CURB
• Py
Z
DEPRESSED CURB DETAIL
tl_G$•
AT RESIDEI,ITIAL OR COMMERCIAL DRIVEWAYS. AND ALLEYS
GENERAL NOTES
I. See standard plans 102 and 1171,1 1& cu r0 aspansior and owtracTlon jolm spaclTry-
2. Not used.
3. For Depressed Momlllhlc Or,veway Curb, 8. Gullet Sectlan, see Standard Plan 104.2
r - BTO. PIAN -- 101
+' ;+ PUBLIC WORKS CEMENT CONCRETE CURBS PR M.
DEPARTMENT ,
ED
ja 77 dr r A -:
1/2-X4- EXPANSION MATERIAL
1/4"R AT JOINTS
SCORE LINES TO BE RADIAL
TO CURB AND Gll TTER 1
+
1/2'X4" EXPANSION MATERIAL
1/4'R AT JOINTS
"W"-WDTH OF SIDEWALK
1/2"X4" EXPANSION MATERIAL
1/4-R AT JOINTS CEM. CONIC. CURS AND GUTTER
I•yEf+7t1iU@I�l'
1/2"X5" EXPANSION
1/4'/1-T- SLOPE ANTERIAL CURB RETURN
1/2"R 1/4 -/FT. SLOPE
1/2-R 4.. 1/`'R
PAVEMENT AS PER PLANS
4' Ii PAVEMENT AS PER PLAINS
STANDARD CEM. CONC- PARKWAY STANDARD CEM.
CURD AND GUTTER CONC. CURB AND
GUTTER
SECTION A—A SECTION 8-13
SEE SHEET 2-5-1 FOR ROADWAY DEVELOPMENT STANDAROS
A
JrANTg DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15 C/C RCft LESS THAN 1O' C/C. THEY SHALL
NOT W LESS THAN 3/Ig- IN THICKNESS AND SHALL BE ixTLT]DI) m R0.0W TRE GUTTER LINE 1/2-
THRV JOIKT9 SHALL RE PLACED AT ALL COLD dOINTS As DIRECTED BY ENGNEER AND SHALL ExTEND 1'
BELOW MNMETE-
WHERE THE SDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT 94ALL BE A COLD
JOINT- 1/2'x S• E)VANSWN MATERIAL SHALL BE PLACID FROM P-C.'S TO P.T-'S AT ALL CURB RETURNS
1/2"%A' E%PAIVSM MATERIAL SHALL BE PLACED AT EYE" FOJRTN 51OEWALN PANEL
THE CORCREIE MIX FOR SIDEWALKS SHALL CONFORM TO THE REDIREMENTS OF CLASS a (3/S•) WTH AIR
ENTRAINWENT.
THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGER HAVING A 2 1/2" TOOLED FINISH
SVBCRA➢E CLTiPAC11ON 51- 1 BE 90% (MOOIiED FRGCT )L
3/a' PREMOLDED JOINT FILLER (714)
SEC MUM 2 /B"R X 5/a'0 DUMMY JOINT
TYPICAL SIDEWALK
/®
ADOPTED
CITY OF RENTON
f" +
STANDARD PLANS
S - FRAU E 8 GRATE
G
LST DATR: 04/04
DWG. NAME:
F007 SP PAGE: F007
3/a' PREMOLDED JOINT FILLER (714)
SEC MUM 2 /B"R X 5/a'0 DUMMY JOINT
SECTION
GENERAE NOTE'S: - J
The intent of 1hi6 dBSIgn Is to facilitate the removal /
of a cath basin vnlh minimal disUrbance
of the wrb.
. The expansion joints of the
adjacent sidewalk shall
be adjusted to be In
line With these cuff
expansion joints. I I
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.
ME KLTTE 2
CEMENTCONCRETE
CURSALNDGU-11ER
L IS109E411 VIEW
v�
CEMENT CONCRETE CUM Em. PLAN- 101.1
PUBLIC INSTALLATION AT PI�Q
+ `
DEPARTMENT
EAiT CATCH BASIN&
Da _
_ ExISIING ASYNf
PAVEMENT
SAWCUT
(SEE NOTE 2)
ARTERIAL STREET MINIMUM
7" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIDENTIAL STREET Mblin
4" HMA (or ACP Close B)
(SEE NOTE 1), OVER
6'' CRUSHED ROCK
•] fly LAIN) -----
NOTES;
1, MUST MATCH EXISTING THICKNESS IF GREATER -
2. SAWCUT SHALL BE POSITIONED 1' - 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.
SM. PLAN 103
PUBLIC WORKS CURB AND GLITTER PPRC} 'U:
DEPARTMENT REPLACEMENT DETAILy
WWOL
ATE
4/25/18
1,.G. , -D• ISEECDMRACTI
ROU. DING 2�'•• �� 1f2' PNI R {TYP.I
CURB NOT INCJ_uCED 1N BIO ITEM -
t SY
SEE BASED EDGE 3'8- HINI PREMOLDED +•
1'-0' SIDEWALK DETAIL-THISSHEET JOINT FILLER
ALL CVT )MIN IEEE CONTRALTI
BL�PES
trY rLN) R_ rTYP-1 WITH RAISED EDGE
1 15� URB NOT INCLUDED IN BIO TEEN -
�lf•.
1'I' DN. PREMDLDED FINISHED GRADE V IlMt BELOW
JOINT FILLER '/ TOP OF CONCRETE SURFACE
V -O- SIDEWALK
ADJACENT TO CURBV-GYRN (SSE CONTACT)
Am ING f!Y IINI R- RtP.)
CORE NOT INCLUDED IN al9 REh1-
-� 15%
3n!' Ir11I �„7
FRIDGE OR PEDESTRIAN r PREMD1.9E0 WALL OR BARRIER
RAILING JpINT Fryi£R
ADJACENT TO CURB
BARRIER - SeE'. SIDEWALK
[STEEP Fl.L SLOPESI
CONTRACT PLANS )SEE CONTRA" WALL OR BARRIER
r I IR-(IN,R (TYP,)
FLUSH I ] CU" NOT MCLUDED IN BID ITEM - SIDEWALK
Intl IR -
VERTICAL WALL - It' IINI PRE.CLDED
SEE DETNL JOINT FILLER {TYP.1 •�A
ADJACENT TO CURB AND RAILING OR WALL JQf Tru PRET M.WLLDEO
311' 0 FILLER
SIDEWALK SUPPER STRIP
[SEE CONTRACT {SEE NOTE 10)
IfY OW R. SIDEWALK ADJACENT TO WALL DETA L
rrYP.1 CURS NOT INCLUDED W BID ITEM -
15
LEM
_ 1'7' LINT R
FINISHED oRADE 1- {IM stuaW TOP OF CONCRETE + ,
SURFACE.. FOR PLANTING - FLUSH IF PAVED v
V.
ADJACENT T4 HUF FER STRIP ¢'' ' 11x71 R
- sRDWED FINISH ' �' ••
41WIDE SMOOTH
k•• .+ TROWELED PERWETER RAISED EDGE DETAIL
1� • J XT END OIN LUREALK RAISED
L E
D• Jp;N TS TO 11'CLVOE RAIgED EDGE
CEMENT CONCRETE CURE
(CUPS AMC) GUTTER SHOWNI
NOT INCLUDED N BID ITEM
For NOTES see STD PLAN 104,2,
Paved surfaces must comply With
STD PLAN 102.1 as applicable.
,/- 3x8 x 18 -TO 14
- \ _ coNIRACnoNJowT
IN SIDEWALK ONLY
O
_ WANSkON"KrINBOTH •�,••'�;�r2'o'.• },'{'.a `o'.
CURB 4 N SIDEWALK I SEE STP PLAN 101 EI '• R . a. •'. g ,
JOINT AND FINISH FILL
DETAIL JOINTIHr FFILLER
-,E , EXPANSION JOINT�.G: CONTRACTION JOINT
1 PUBLIC WORKS CEMENT CONCRETE SM. PLAN — 102
+ i+ DEPARTMENT SIDEWALK PPR❑ IEDIdibly
71 y
T�T—i
-
.fq,piT;rA IPKLPPEF'E4EwALK aA7AM1 -! _� .�I
4ENTEAL
4 11,N VARIES 7SEE rAIE i1 R CNN.
r )SEE NOTE 31
F 1 6�
S - FRAU E 8 GRATE
G
Ta LF PAGED
can++rllna as requlred at 19 me]dnlum spacing when dHvaway
CONTRA& IONJOINr -
-
a lar r
arwEw'Av REWIRED
ROADWAY
I
W W AAT nW-J
Z
DRAWING NO:
C10
tl_G$•
=EsrD,tOR
rxPUN Ippl
10'
51
1'
aapipi�cc
L
a
�
YAiCii
FRNJE AND GRATE - NOT INCLUDED
I /2' R.
T" R.
ROADWAY
IN CURB AND OU1n4ta1113 ITEM
points marked with symbol "X.", All elevations we at the back or
'D'NTs ysAu� CORM
DEPRE93Er] MDHULrTHIC cwt& B UJTTERDETA 1L
,/
/ sum
B. Not used.
r
7. For Driveway Widths see DRIVEWAY STANDARDS
P.
]11• Jq
_ �l'
ROADWAY
p
FACT' OFADMUMNT LAIRS
R303-2-3 of the Revised Draft Gvidclirim For Access{btePubl r
Rights Ndvcmba 23, 2005
y
IN •
f
9. Curb rui lms for any Type C -MAX Driveway may be approved an
B Case-by-case Wats.
- - r 1^A SURFACE
10. STREET STANDARDS = Renton Municipal Lode (RMC)
P
P
,•
Secto n A-6-060 TME ET5TANDAR OS
DEPRESSEDCURBNAIL
AT RF9ICF NTNµ, OR COMLIERCIAL MVEWAYS, AND ALLEYS
DRIVEWAY STANDARDS - Renton Munfolpal Code (RMC)
Ttle IV Development RegulatJons
ADJUSTN.ENT SECTION NUT IWLUDEO
CHAPTER 4
p
• a
N UT.M AND GUTTER HID RHn
Section 4-4-M PARKING, LOADING AND DRNEWAY
4Lam Coi"n'RrRaq
REGULATIONS
9-BuRMI gsMA). tianpFNotiLrRr
PUBLEC WORJI S
CEMENT CONCRETE DRIVEWAY
SM. PLAN— 104.2
CATCH BASIN - NCT gaA9LUDI n
` DEPARTMENT
ENTRANCES - NOTES AND DETAILS
•
NC•UR9 ANC GUTTER SO REM
w
N w •-
SECTION
GENERAE NOTE'S: - J
The intent of 1hi6 dBSIgn Is to facilitate the removal /
of a cath basin vnlh minimal disUrbance
of the wrb.
. The expansion joints of the
adjacent sidewalk shall
be adjusted to be In
line With these cuff
expansion joints. I I
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.
ME KLTTE 2
CEMENTCONCRETE
CURSALNDGU-11ER
L IS109E411 VIEW
v�
CEMENT CONCRETE CUM Em. PLAN- 101.1
PUBLIC INSTALLATION AT PI�Q
+ `
DEPARTMENT
EAiT CATCH BASIN&
Da _
_ ExISIING ASYNf
PAVEMENT
SAWCUT
(SEE NOTE 2)
ARTERIAL STREET MINIMUM
7" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIDENTIAL STREET Mblin
4" HMA (or ACP Close B)
(SEE NOTE 1), OVER
6'' CRUSHED ROCK
•] fly LAIN) -----
NOTES;
1, MUST MATCH EXISTING THICKNESS IF GREATER -
2. SAWCUT SHALL BE POSITIONED 1' - 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.
SM. PLAN 103
PUBLIC WORKS CURB AND GLITTER PPRC} 'U:
DEPARTMENT REPLACEMENT DETAILy
WWOL
ATE
4/25/18
1,.G. , -D• ISEECDMRACTI
ROU. DING 2�'•• �� 1f2' PNI R {TYP.I
CURB NOT INCJ_uCED 1N BIO ITEM -
t SY
SEE BASED EDGE 3'8- HINI PREMOLDED +•
1'-0' SIDEWALK DETAIL-THISSHEET JOINT FILLER
ALL CVT )MIN IEEE CONTRALTI
BL�PES
trY rLN) R_ rTYP-1 WITH RAISED EDGE
1 15� URB NOT INCLUDED IN BIO TEEN -
�lf•.
1'I' DN. PREMDLDED FINISHED GRADE V IlMt BELOW
JOINT FILLER '/ TOP OF CONCRETE SURFACE
V -O- SIDEWALK
ADJACENT TO CURBV-GYRN (SSE CONTACT)
Am ING f!Y IINI R- RtP.)
CORE NOT INCLUDED IN al9 REh1-
-� 15%
3n!' Ir11I �„7
FRIDGE OR PEDESTRIAN r PREMD1.9E0 WALL OR BARRIER
RAILING JpINT Fryi£R
ADJACENT TO CURB
BARRIER - SeE'. SIDEWALK
[STEEP Fl.L SLOPESI
CONTRACT PLANS )SEE CONTRA" WALL OR BARRIER
r I IR-(IN,R (TYP,)
FLUSH I ] CU" NOT MCLUDED IN BID ITEM - SIDEWALK
Intl IR -
VERTICAL WALL - It' IINI PRE.CLDED
SEE DETNL JOINT FILLER {TYP.1 •�A
ADJACENT TO CURB AND RAILING OR WALL JQf Tru PRET M.WLLDEO
311' 0 FILLER
SIDEWALK SUPPER STRIP
[SEE CONTRACT {SEE NOTE 10)
IfY OW R. SIDEWALK ADJACENT TO WALL DETA L
rrYP.1 CURS NOT INCLUDED W BID ITEM -
15
LEM
_ 1'7' LINT R
FINISHED oRADE 1- {IM stuaW TOP OF CONCRETE + ,
SURFACE.. FOR PLANTING - FLUSH IF PAVED v
V.
ADJACENT T4 HUF FER STRIP ¢'' ' 11x71 R
- sRDWED FINISH ' �' ••
41WIDE SMOOTH
k•• .+ TROWELED PERWETER RAISED EDGE DETAIL
1� • J XT END OIN LUREALK RAISED
L E
D• Jp;N TS TO 11'CLVOE RAIgED EDGE
CEMENT CONCRETE CURE
(CUPS AMC) GUTTER SHOWNI
NOT INCLUDED N BID ITEM
For NOTES see STD PLAN 104,2,
Paved surfaces must comply With
STD PLAN 102.1 as applicable.
,/- 3x8 x 18 -TO 14
- \ _ coNIRACnoNJowT
IN SIDEWALK ONLY
O
_ WANSkON"KrINBOTH •�,••'�;�r2'o'.• },'{'.a `o'.
CURB 4 N SIDEWALK I SEE STP PLAN 101 EI '• R . a. •'. g ,
JOINT AND FINISH FILL
DETAIL JOINTIHr FFILLER
-,E , EXPANSION JOINT�.G: CONTRACTION JOINT
1 PUBLIC WORKS CEMENT CONCRETE SM. PLAN — 102
+ i+ DEPARTMENT SIDEWALK PPR❑ IEDIdibly
71 y
T�T—i
-
cEIaLM
CONCRETE
SIDEWALK
I'.CN cTton Axrr I
SEENOTEI CEhrEHT C9I+CRETE
RA'.1P1MTN r]N 1V a LlJll!SESE GIPTEII
W oPE 1T1'P.I E NpiE 31
ld' C-0NTIGC[iD TO PLN 1021
jSEe SiD PLAN 1021 pll'.N VIESY
roti OSFERENCE W SLOPE I.W. -
CI"WAr W. AE V INE
SHOWN
NBLOPERLOPC
SHOWN EXADGERFTEO,
CEMENT
cONCREM
S"WW[
L_J
_vuuEe
.. ISkE HbTf r� P ]t MAx SEE -ort 0ITYP1
I
CEMENTLpIGIETE pEPR{pSEP-.�AUJTt{R
EpP1PAiA1 3!'£%PAnSION AW] {Tt'P I rev; P e 1V
REECln l A 1 ME STD. PLM! IM�~ �J IR'R�T1'P.. �G..M'A1otk-
oNGEWAT YW11 NE atOPE )SLOPE SIKIMM ELUl.ERATEDi I Sfit\,z
� PwvEwxr. p. WN rear
5 off �
TYPE R18 - ISOMETRIC VIEW
(RESIDENTIAL, WITH BUFFER)
CEMWTCONCRETE
CURV ILGUTI ER
IEEE NOTE M
rim .l61I *&111E•l:2I_I3iGLls
ti
SEA, PLAN — 104.3
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
PIP x 1}:
�?y DEPARTMENT ENTRANCE - TYPE RIB effil
'ATE
Gregg Zimmerman, Puhlk works Administrator
CEMENT CONCRETE
CURS a GLITTER
(SEE NOTE a)
SIDEWALK f (WE DETAIL THIS aKWn
�r
1- '_ TYPE C28- ISOMETRIC VIEW
{COMMERCIAL, WITH BUFFER)
NOTES
.fq,piT;rA IPKLPPEF'E4EwALK aA7AM1 -! _� .�I
I. When a driveway width exceeds 15 feet, con*ucl a lull depth
4 11,N VARIES 7SEE rAIE i1 R CNN.
r )SEE NOTE 31
;Aeeor=o11r'ta
IEEE -11 ^
Ta LF PAGED
can++rllna as requlred at 19 me]dnlum spacing when dHvaway
CONTRA& IONJOINr -
widths exceed 30'.�H
a lar r
arwEw'Av REWIRED
ROADWAY
I
W W AAT nW-J
Z
DRAWING NO:
C10
3. Curb and gutter shown, other Curt designs may be specified.
Sae std. plan 101 for curb detalls.
=EsrD,tOR
rxPUN Ippl
10'
SHEET:10 oF:19
m
aapipi�cc
L
a
�
SEE UGIES
x
V -r 1, r -s
5, The engineer will design all driveways to Include el avatons al all
NOTE DRVLMYLONGrrU01K&MAMON
points marked with symbol "X.", All elevations we at the back or
'D'NTs ysAu� CORM
DEPRE93Er] MDHULrTHIC cwt& B UJTTERDETA 1L
rkrh ;Dp an uphill side
B. Not used.
7. For Driveway Widths see DRIVEWAY STANDARDS
(See NOTE 10). The erpansian joints (see std. plan 102) shall be
spaced as shown In the Corresponding Immelrlc view.
cEIaLM
CONCRETE
SIDEWALK
I'.CN cTton Axrr I
SEENOTEI CEhrEHT C9I+CRETE
RA'.1P1MTN r]N 1V a LlJll!SESE GIPTEII
W oPE 1T1'P.I E NpiE 31
ld' C-0NTIGC[iD TO PLN 1021
jSEe SiD PLAN 1021 pll'.N VIESY
roti OSFERENCE W SLOPE I.W. -
CI"WAr W. AE V INE
SHOWN
NBLOPERLOPC
SHOWN EXADGERFTEO,
CEMENT
cONCREM
S"WW[
L_J
_vuuEe
.. ISkE HbTf r� P ]t MAx SEE -ort 0ITYP1
I
CEMENTLpIGIETE pEPR{pSEP-.�AUJTt{R
EpP1PAiA1 3!'£%PAnSION AW] {Tt'P I rev; P e 1V
REECln l A 1 ME STD. PLM! IM�~ �J IR'R�T1'P.. �G..M'A1otk-
oNGEWAT YW11 NE atOPE )SLOPE SIKIMM ELUl.ERATEDi I Sfit\,z
� PwvEwxr. p. WN rear
5 off �
TYPE R18 - ISOMETRIC VIEW
(RESIDENTIAL, WITH BUFFER)
CEMWTCONCRETE
CURV ILGUTI ER
IEEE NOTE M
rim .l61I *&111E•l:2I_I3iGLls
ti
SEA, PLAN — 104.3
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
PIP x 1}:
�?y DEPARTMENT ENTRANCE - TYPE RIB effil
'ATE
Gregg Zimmerman, Puhlk works Administrator
CEMENT CONCRETE
CURS a GLITTER
(SEE NOTE a)
SIDEWALK f (WE DETAIL THIS aKWn
�r
1- '_ TYPE C28- ISOMETRIC VIEW
{COMMERCIAL, WITH BUFFER)
NOTES
I
I. When a driveway width exceeds 15 feet, con*ucl a lull depth
n
expenMon joint with 31e" JDInt IfIAer a" the 0rivoway iane lines
;Aeeor=o11r'ta
{sea std, plan 102). Construct expansion JDinIS parallel with the
SEEDEFR MED CURB DETAIL
° DN THIS SHEEl
can++rllna as requlred at 19 me]dnlum spacing when dHvaway
CONTRA& IONJOINr -
widths exceed 30'.�H
a lar r
FIELDBOOK
NA
ROADWAY
2. See std. plan 102 for sidewalk details.
Z
DRAWING NO:
C10
3. Curb and gutter shown, other Curt designs may be specified.
Sae std. plan 101 for curb detalls.
10'
SHEET:10 oF:19
m
4. Not used.
V -r 1, r -s
5, The engineer will design all driveways to Include el avatons al all
NOTE DRVLMYLONGrrU01K&MAMON
points marked with symbol "X.", All elevations we at the back or
'D'NTs ysAu� CORM
DEPRE93Er] MDHULrTHIC cwt& B UJTTERDETA 1L
rkrh ;Dp an uphill side
B. Not used.
7. For Driveway Widths see DRIVEWAY STANDARDS
(See NOTE 10). The erpansian joints (see std. plan 102) shall be
spaced as shown In the Corresponding Immelrlc view.
S. Slopes shall comply with sections 8303.2.1 or R3032.2 or
FACT' OFADMUMNT LAIRS
R303-2-3 of the Revised Draft Gvidclirim For Access{btePubl r
Rights Ndvcmba 23, 2005
y
-of --Way of (PROWALi).
f
9. Curb rui lms for any Type C -MAX Driveway may be approved an
B Case-by-case Wats.
- - r 1^A SURFACE
10. STREET STANDARDS = Renton Municipal Lode (RMC)
TNIeIVDevelopment Regulatlons
z A
CHAPTER 6STA EETANDUTI UTYSTAN DARDS
Secto n A-6-060 TME ET5TANDAR OS
DEPRESSEDCURBNAIL
AT RF9ICF NTNµ, OR COMLIERCIAL MVEWAYS, AND ALLEYS
DRIVEWAY STANDARDS - Renton Munfolpal Code (RMC)
Ttle IV Development RegulatJons
Driveway Example: 'TYPE CIS
CHAPTER 4
C-Ocin ardal
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS
Nu bwOf LrW, _
Section 4-4-M PARKING, LOADING AND DRNEWAY
4Lam Coi"n'RrRaq
REGULATIONS
9-BuRMI gsMA). tianpFNotiLrRr
PUBLEC WORJI S
CEMENT CONCRETE DRIVEWAY
SM. PLAN— 104.2
PRO D:
` DEPARTMENT
ENTRANCES - NOTES AND DETAILS
uI
SURVEYED: SCALE:
BEYLER CONSULT.
NTS
DESIGNED:
DTY/KRD
DRAWN:
DTY/KRD ONE INCH
CHECKED: AT FULL SCALE
DRB IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
DRB
VERTICAL: NAVE) 1988
HORIZONTAL: NAD 1983/1991
DATU M
BEYLER
CONSULTING
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 5920 100TH ST SW, STE 25
beyierconsuiting.com Lakewood, WA 98499
R-392410
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING 4
D
(Fitz -James 04/30/2018 ~
CITY OF BOUN SHORT PLAT
RENTON
CONSTRUCTION PLANS
'R)
LUA16-000124, SHPL-A, U16-006297
Planning/Building/Public Works Dept. GRADING/PAVING/STORMWATER COR STANDARD DETAILS
I
n
I—
rr
O
DATE:
12/14/2017
1:
FIELDBOOK
NA
_: +
PAGE: NA
Z
DRAWING NO:
C10
D
SHEET:10 oF:19
m