HomeMy WebLinkAboutR-380822W
I
J
L_
24'
EASEMENT
2' COMPACTED 2' COMPACTED
GRAVEL 20' GRAVEL
a: BASE COURSEvv......,....,
LL 3" COMPACTED DEPTH ATB
Q 2' COMPACTED DEPTH HMA
w EMERGENCY ACCESS-
.j
Z sca.E: i' =s'
w GENERAL NOTES
W
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON CODE, KING
/�
COUNTY ROAD STANDARDS (KCBs), KING COUNTY SURFACE WATER DESIGN MANUAL
V (KCSIMDAI) AND THE CONDITIONS OF PRELMIMIARY SUBDIVISION APPROWAL IT SHALL BE
THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO
CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND
MI THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDfT10NAL COST OR LIABILITY TO
THE CITY OF RENTON.
2. THE DESIGN ELEYEHTS MIRHNN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE
CRY OF RENTON. SOME ELEMENTS MAY FUWE BEEN OVERLOOKED OR MISSED BY THE
CRY PUW REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED
UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION.
3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN
APPROVAL OF ANY OTHER CONSTRUCTION (E.G., DOMESTIC WATER CONVEYANCE, SEWER
CONVEYANCE, G/S, ELECTRICAL, ETC.).
4. BEFORE ANY (INSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING
MUST BE HEIR BETWEEN THE CITY OF RENTON, THE APPLICANT, AND THE APPLICANTS
CONSTRUCTION REPRESENTATIVE.
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
6. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE
(SECTION 12.88); NORMALLY, THIS IS 7A.M. TO 10 P.Y. ON WEEKDAYS AND 9 A.M. TO
10 P.M. ON WEEKENDS.
7. R SHALL BE THE APPLICANT'S /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL
CONSTRUCTION EASEMENTS NECESSARY BEFORE MNTIATING OFF SITE WORK WITHIN THE
ROAD RIGHT -OF -WAY.
8. FRANCHISED UfILR1ES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE
APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SEf OF PLANS
THAT MEETS ALL REQUIREMENTS OF THE CITY OF RENTON IS SUBMITTED TO CITY
INSPECTION SECTION 7}N2EE DAYS PRIOR TO CONSTRUCTION.
9. DATUM SHALL BE NAVD 1968 UNLESS OTHERWISE APPROVED BY CITY OF RENTON.
10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT -OF -WAY OR
APPROPRIATE DRANrAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL
GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION 815.02
OF THE APMIA STANDARD SPECFICATIONS.
11. ALL UTHJTY TRENCHES SHALL BE 9ACKFlLLED AND COMPACTED TO 95 PERCENT DENSITY.
12. ALL ROADWAY SUBG(tADE SHALL BE 9ACKFlLLED AND COMPACTED TO 95 PERCENT
DENSITY (WSDOT 2- 06.5).
13. OPEN CllfilNG OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED
BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS,
SAFETY DEIACES, PROTECTIVE EQUIPMENT, fUuGGERS, AND ANY OTHER NEEDED ACTIONS
TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT
PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE
CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY Tlil►T MAY INTERRUPT
NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FL.AGGER FOR EACH LANE OF
TRAFFIC AFFECTED. SECTION 1-07.23, 'TRAFFIC CONTROL,' OF THE WSDOT STANDARD
SPEpfICA110NS SHALL APPLY IN ITS ENTIRETY.
CAI 2 WbrkkV Daye Beiore You Dip
811
um" W1*rW-0.M Lmaw CWIW
a�,Mrr�,a�wN
22'
lag EASEMENT
1 COMPACTED 10 1 1 COMPACTED
GRAVEL I I GRAVEL
I
2. 1 M,4X 2.OX _ .OX
2:1 MqX.
S'
5' (TYP.) (TYP.)
8'
(TYP•)
12"0 S. D.
SHARED DRIVEWAY
SCALE: 1 " =6'
PER RENTON CONCRETE
PRODUCTS "PRIVATE
YARD DRAIN" OR EQUAL
'\--8 "m S.S.
SLOTS 18 - 20)
- DISHED CAST IRON GRATE
PER OLYMPIC FOUNDARY
GRATE N0. 5819
� GROUT
(LOW w
w �
18 0
1 LENGTH 18 N
CONC. CULVERT
6' CONCRETE BOTTOM TO
BE POURED IN PLACE BY
CONTRACTOR
YARD DRAIN
0
D
'MIN
x
m
(
2: 1 MAX. I
2.OX _ � _ 2.0% I
2: 1 MAX.
5' 5' (NP.) 3' (NP.)
6' CRUSHED SURFACING
BASE COURSE
�
�
3" COMPACTED DEPTH ATB
5'
C,
"0 W. M.
R
2" COMPACTED DEPTH HMA
°0
MIN.
PROPERTY LINE
12 "0 S. D.
� (n
6f -8'0 S.S.
z Z
DRIVEWAY (LOTS 89 32-34)
Q
-
7
3
5' MIN
� /'►
NO 14 C,cESS
::
7eA4v. AIW� AIUMD y EMENT
�suT ,ee6l'D IF so!
a:
PR RN UN
O
3'
20' 2'
1' MIN.
SEPARATION
�
10"
10'
EXISTING GROUND �
I
I
2:1 TO EXISTING SLOPE
06
SHALL DAYLIGHT TO EXIST.
BLOCK WALL
I
GROUND WITHIN EASEMENT
Q
2. OX _
_ 2.0%
Q
0
Am rai icuGn ci iwceciur_
EXISTING GROUND
a: BASE COURSEvv......,....,
LL 3" COMPACTED DEPTH ATB
Q 2' COMPACTED DEPTH HMA
w EMERGENCY ACCESS-
.j
Z sca.E: i' =s'
w GENERAL NOTES
W
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON CODE, KING
/�
COUNTY ROAD STANDARDS (KCBs), KING COUNTY SURFACE WATER DESIGN MANUAL
V (KCSIMDAI) AND THE CONDITIONS OF PRELMIMIARY SUBDIVISION APPROWAL IT SHALL BE
THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO
CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND
MI THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDfT10NAL COST OR LIABILITY TO
THE CITY OF RENTON.
2. THE DESIGN ELEYEHTS MIRHNN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE
CRY OF RENTON. SOME ELEMENTS MAY FUWE BEEN OVERLOOKED OR MISSED BY THE
CRY PUW REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED
UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION.
3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN
APPROVAL OF ANY OTHER CONSTRUCTION (E.G., DOMESTIC WATER CONVEYANCE, SEWER
CONVEYANCE, G/S, ELECTRICAL, ETC.).
4. BEFORE ANY (INSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING
MUST BE HEIR BETWEEN THE CITY OF RENTON, THE APPLICANT, AND THE APPLICANTS
CONSTRUCTION REPRESENTATIVE.
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
6. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE
(SECTION 12.88); NORMALLY, THIS IS 7A.M. TO 10 P.Y. ON WEEKDAYS AND 9 A.M. TO
10 P.M. ON WEEKENDS.
7. R SHALL BE THE APPLICANT'S /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL
CONSTRUCTION EASEMENTS NECESSARY BEFORE MNTIATING OFF SITE WORK WITHIN THE
ROAD RIGHT -OF -WAY.
8. FRANCHISED UfILR1ES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE
APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SEf OF PLANS
THAT MEETS ALL REQUIREMENTS OF THE CITY OF RENTON IS SUBMITTED TO CITY
INSPECTION SECTION 7}N2EE DAYS PRIOR TO CONSTRUCTION.
9. DATUM SHALL BE NAVD 1968 UNLESS OTHERWISE APPROVED BY CITY OF RENTON.
10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT -OF -WAY OR
APPROPRIATE DRANrAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL
GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION 815.02
OF THE APMIA STANDARD SPECFICATIONS.
11. ALL UTHJTY TRENCHES SHALL BE 9ACKFlLLED AND COMPACTED TO 95 PERCENT DENSITY.
12. ALL ROADWAY SUBG(tADE SHALL BE 9ACKFlLLED AND COMPACTED TO 95 PERCENT
DENSITY (WSDOT 2- 06.5).
13. OPEN CllfilNG OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED
BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS,
SAFETY DEIACES, PROTECTIVE EQUIPMENT, fUuGGERS, AND ANY OTHER NEEDED ACTIONS
TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT
PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE
CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY Tlil►T MAY INTERRUPT
NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FL.AGGER FOR EACH LANE OF
TRAFFIC AFFECTED. SECTION 1-07.23, 'TRAFFIC CONTROL,' OF THE WSDOT STANDARD
SPEpfICA110NS SHALL APPLY IN ITS ENTIRETY.
CAI 2 WbrkkV Daye Beiore You Dip
811
um" W1*rW-0.M Lmaw CWIW
a�,Mrr�,a�wN
22'
lag EASEMENT
1 COMPACTED 10 1 1 COMPACTED
GRAVEL I I GRAVEL
I
2. 1 M,4X 2.OX _ .OX
2:1 MqX.
S'
5' (TYP.) (TYP.)
8'
(TYP•)
12"0 S. D.
SHARED DRIVEWAY
SCALE: 1 " =6'
PER RENTON CONCRETE
PRODUCTS "PRIVATE
YARD DRAIN" OR EQUAL
'\--8 "m S.S.
SLOTS 18 - 20)
- DISHED CAST IRON GRATE
PER OLYMPIC FOUNDARY
GRATE N0. 5819
� GROUT
(LOW w
w �
18 0
1 LENGTH 18 N
CONC. CULVERT
6' CONCRETE BOTTOM TO
BE POURED IN PLACE BY
CONTRACTOR
YARD DRAIN
ALib..
PLACE ROOF DRAIN
HIGHER.
CLEAN -OUT WITH
PERMANENT CAP
3ASIN - AREA DRAIN
NOT TO SCALE
PLACE CLEANOUT AT 300' MAX. SPACE, AT 90' BENDS,
EACH 2ND 45' BEND,
PIPE ENDS
NOTE:
MIN. PIPE SIZE 6 "0
PIPE MATERIALS ALLOWED: PVC, LINED CPE, TRIPLE WALL
POLYETHYLENE, DI (IF NEEDED FOR STRENGTH).
CAP. AND WHERE
CLEANOUT IS IN
PAVEMENT: IRON RING 3
COVER PER IFCO 5247
OR EQUIVALENT
45' BEND
-{ PERMANENT CAP OR CONNECT PIPE
i
45` WYE
TEE. CROSS. OR 45' WYE AT BENDS
CLEAN -otri oIIMAL
TEMPORARY CAP ON END OF ROOF DRAIN STUB.
MARKED BY 2'x4' STAKE
�! PUBLIC WORKS TYPICAL PRIVATE ROOF DRAIN
S - PLAN - 225.10
DEPARTMENT COLLECTION SYSTEM
CROSS SECTION MARCH 2008
CONSULTING ENGINEERS L L C
33400 8th Avenue South I ® I I I
Suite 205
Federal Way, WA 98003
F'80W DIY (253) 83"l13
www.esmcivil.com EVER'T (425) 297 -NM
Civil Engineering Land Surveying Land Planning
Public Works I Project Management Landec:We Architecture
ESM JOB #258- 044 -013
80 '_�� r�turJES SICcw/�,f FtArl�
TEE !GTE '
(SEE NCrE 7
1; i _f PAYED
DR-,*_ *Ay NEaSLE D
3 e EXPAAS ON NT (-'11P `
ISEF $10 PLAN 1,2
coNC�eTE
k
R
Y rA j f `.
uh
r R
IIL y
St E NOTi t l{ 3 : +.`t Y.: F':
RA.' IF Wi')-- I?-- 1L 8 r48 S Gull-TES;
I e' COr4TllA T 0►. x'lNT ;TYP
4SEE 5TD PIA14 11: P_M WEW
�c•yw I f
• SOEVMA:K ��. .PA Sf0a Tr _ CF J c '
SEC-)(',N a r `} F r T'U PY.ArJ lC
/ . Di�fERENCE Ir S' -DOE t.u� -
r DtJA*Ar M Pt.W'%* 5.00E ,StO
00,VILWAY W PELAIIVE
N F GA TI VF SL OPC ISI CIM
St✓OKW E KAG•GE„ATEC
�
� TEE CL
CLEANOUT
PLAN 1
(FOR 900 BEND)
ONCRE-E
SM WALK
TYPE R18 - ISOMETRIC VIEW
(RESIDENTIAL W'TH 6U;:FER;
E61t.'ti t",lilYNCi?1'�-
C'JRB A CUTTER
:se« Noie -^,
For NOTES STD PLAN 104.2
9TD. PLAN -- 104.3
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
DEPARTMENT P .. I �.AWACOfM,41L I D
ENTRANCE -TYPE RID �, l � � r
r -
SERVICE DRAIN
DRAIN
WYE
CLEANOUTJ '-- SERVICE TEE
PLAN 2
(FOR LOT SERVICE)
cm. PM
cumacwmgm
� PMIOIWr �N �1� t
cov"rw rw am
i M anuftmEw
e» @M
�P t� pi; OOIrIECr �
I
1� 4r WYE
TEL oAOSS, OR er wet: xr sacs
ELEVATION
CLEAN -OUT DETAILS
NOT TO SCALE
(_.egg PP_U'rf `ty� it s Cdr, 5traru,
R/W
I 5 , S/W 8' PLANTER
or
�.
S FM
CE#AM CONGO*
4311% N0M a1
CEAVENT
CONCRErE ` ~=roMamrc
SIDEWALK `i 1= WrAL 1*111111 3MKn
TYPE C� - 18011ETAIC VIEW
f - Wmr s
NOTES
1. when a driveway width exceeds 15 feel, construct a full depth
expetnion joint w#h 318* joint ft%r along the (driveway bm lines FAG! a caw
(Sets std. plan 102). Construct expansion joints pw*W wOh In seeeE ,�- � ur - � � cum oe.�
canislritne as required at 15 ma�dmurn spacing when cilivelrey oarnl11ACTM Jose CW
widths exceed 30'. M PL M to Siff ~; r
b vie' IL r
Ze See std. plan 102 for sidewalk details,
3. Curb and gutter sh+ awn. other curb designs may be spedled
See std- plan 1101 for curb details. • . _ x
4. Not used. --
1' -I' I 1'•t
j
S. The engineer will design all driveways to Include elevelons at a1 Ire os1111111relwr uamenucom se wwloe
points marked with symbol "X". Ali elevations one et the back of s10 r>= FULL� a tivT� oETK
curb top on uphill aide.
6. Not used.
7. For Driveway Wki is see DRIVEWAY STANDARDS
(See NOTE 10). The expansion pinta (see std. plan 102) *W be
spaced as shown In the conewI ont#ng Isiorrtw'1C view.
8. Stapes shell comply with sections R303.2.1 or R3032.2 or _ FATE OF ADJACW Cue
R3032.3 of the Revised i Dmft Guidelina for Accessible Public 1 •
Ri#bts -of Way ofNovssnber 23, 2005 (PROWAG).
9. Curb returns for any Type C -MAX Driveway may be approved on i
a cae-by-cage basis. • . 1 R - - - -01lRTdt MWAIM
• ,• It
10. STREET STANDARDS = Renton Municipal Code (RMC)
Title IV Development Reputations
CHAPTER 6 STREET AND UTIUTY STANDARDS
Section 4-6400 STREET STANDARDS DEPRESSED CURB DETAIL..
AT FOUNOHrflAL OR t711rVl VAM Aft ALL.M
DRIVEWAY S'T'ANDARDS = Renton MuMeipat Code (RMC)
Tide N DevWiopment Rezukakm D1i1111,111111111my IWM Tyn C18
CHAPTER 4 R AMiderA 1 - -- - --
CITY -WIDE PROPERTY DEVELOPMENT STANDARDS "Wave of tom, _
Section 4-4-M PARKING, LOADING AND DRIVEWAY tUAx'r LsiiiiiIiiI
REGULATIONS
am. nL - 1" .2
t; L ��' �, t �, CEMENT CONC TE D %FIT SWAY
E 7 AND DETAILS
6'
0.5' PARKING
�-- M 1 *2:
2:1 AX.
2: 1 MqX
2_ - -_
NO SIDEWALK LEFT
SIDE ON ROAD C CEMENT CONCRETE
FROM STA. 4 +31.68 VERTICAL CURB
TO STA. 5 +59.76 AND GUTTER
(SEE SHEET RD -03
FOR ROADWAY 6" CRUSHED SURFACING
TRANSITION BASE COURSE
INFORMATION)* 3" COMPACTED DEPTH ATB
2" COMPACTED DEPTH HMA
53'
LIMITED RESIDENTIAL ACCESS
26'
PAVEMENT
13'
20'
TRAVEL LANE
3' MIN. �
COVER 2.0%
5, , 5,
TYP. ) -1-(TYP.
8"o W.M.
R/W
13' 8' PLANTER 5' S/W
0.5'
2.OX
.1 M
5'
8'
TYP. (TYP.)
8"O S.S.
12 "0 S.D.
LIMITED RESIDENTIAL ACCESS -ROAD A, B & C'
SCALE: 1 " =6'
* REFER TO SHEET RD -03 FOR
SPECIFIC ROADWAY TRANSITION
INFORMATION
R- 380812
CHECKED FOR C AAPUANCE TO CITY STANDARDS
Z S
fro- 1i
f raj 0 FW SUNIf TTAL ESM J;IG/14 SURVEYED: SCALE: DATE: 1 EARLY CLF�i S oRA" MYLM TAL am VERTICAL: NAVD 83/ C 1 TY 0 F G R E E N L EA F 12,/3%ot
HORIZONTAL: NAD 1983/1991 � DES M ROAD CROSS SECTIONS & DETAILS FIC-08 ":
2 PLAIT `�""°E f' �''' RENTON
a9.#AM: PAGE:
3 PLAN CFIMIGE #2 am t4
Ot DIVE MICH DATUM DROMM "°:
4 MftM SUBMITTAL ESM CHECKED AT WT OW LL WALE Planning /Building /Public Works Dept. DT-01
s� L` NO. REVISION BY DATE APPR = SCALE AMY UTILITY PERMIT #14004398: ':
W
r""rX
c
z
C
z M
m M
D
D
1Z
D
0
D
Z
G1
Z
C
9
ca
M
0
D
'MIN
x
m
(
CLEANOUT, TYP.
K
rr OC _
rJ
0
\
CATCH BASIN - AREA DRAIN
R
I
I TEE i
Z f
PROPERTY LINE
1
-
7
3
5' MIN
0
-�
ALib..
PLACE ROOF DRAIN
HIGHER.
CLEAN -OUT WITH
PERMANENT CAP
3ASIN - AREA DRAIN
NOT TO SCALE
PLACE CLEANOUT AT 300' MAX. SPACE, AT 90' BENDS,
EACH 2ND 45' BEND,
PIPE ENDS
NOTE:
MIN. PIPE SIZE 6 "0
PIPE MATERIALS ALLOWED: PVC, LINED CPE, TRIPLE WALL
POLYETHYLENE, DI (IF NEEDED FOR STRENGTH).
CAP. AND WHERE
CLEANOUT IS IN
PAVEMENT: IRON RING 3
COVER PER IFCO 5247
OR EQUIVALENT
45' BEND
-{ PERMANENT CAP OR CONNECT PIPE
i
45` WYE
TEE. CROSS. OR 45' WYE AT BENDS
CLEAN -otri oIIMAL
TEMPORARY CAP ON END OF ROOF DRAIN STUB.
MARKED BY 2'x4' STAKE
�! PUBLIC WORKS TYPICAL PRIVATE ROOF DRAIN
S - PLAN - 225.10
DEPARTMENT COLLECTION SYSTEM
CROSS SECTION MARCH 2008
CONSULTING ENGINEERS L L C
33400 8th Avenue South I ® I I I
Suite 205
Federal Way, WA 98003
F'80W DIY (253) 83"l13
www.esmcivil.com EVER'T (425) 297 -NM
Civil Engineering Land Surveying Land Planning
Public Works I Project Management Landec:We Architecture
ESM JOB #258- 044 -013
80 '_�� r�turJES SICcw/�,f FtArl�
TEE !GTE '
(SEE NCrE 7
1; i _f PAYED
DR-,*_ *Ay NEaSLE D
3 e EXPAAS ON NT (-'11P `
ISEF $10 PLAN 1,2
coNC�eTE
k
R
Y rA j f `.
uh
r R
IIL y
St E NOTi t l{ 3 : +.`t Y.: F':
RA.' IF Wi')-- I?-- 1L 8 r48 S Gull-TES;
I e' COr4TllA T 0►. x'lNT ;TYP
4SEE 5TD PIA14 11: P_M WEW
�c•yw I f
• SOEVMA:K ��. .PA Sf0a Tr _ CF J c '
SEC-)(',N a r `} F r T'U PY.ArJ lC
/ . Di�fERENCE Ir S' -DOE t.u� -
r DtJA*Ar M Pt.W'%* 5.00E ,StO
00,VILWAY W PELAIIVE
N F GA TI VF SL OPC ISI CIM
St✓OKW E KAG•GE„ATEC
�
� TEE CL
CLEANOUT
PLAN 1
(FOR 900 BEND)
ONCRE-E
SM WALK
TYPE R18 - ISOMETRIC VIEW
(RESIDENTIAL W'TH 6U;:FER;
E61t.'ti t",lilYNCi?1'�-
C'JRB A CUTTER
:se« Noie -^,
For NOTES STD PLAN 104.2
9TD. PLAN -- 104.3
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
DEPARTMENT P .. I �.AWACOfM,41L I D
ENTRANCE -TYPE RID �, l � � r
r -
SERVICE DRAIN
DRAIN
WYE
CLEANOUTJ '-- SERVICE TEE
PLAN 2
(FOR LOT SERVICE)
cm. PM
cumacwmgm
� PMIOIWr �N �1� t
cov"rw rw am
i M anuftmEw
e» @M
�P t� pi; OOIrIECr �
I
1� 4r WYE
TEL oAOSS, OR er wet: xr sacs
ELEVATION
CLEAN -OUT DETAILS
NOT TO SCALE
(_.egg PP_U'rf `ty� it s Cdr, 5traru,
R/W
I 5 , S/W 8' PLANTER
or
�.
S FM
CE#AM CONGO*
4311% N0M a1
CEAVENT
CONCRErE ` ~=roMamrc
SIDEWALK `i 1= WrAL 1*111111 3MKn
TYPE C� - 18011ETAIC VIEW
f - Wmr s
NOTES
1. when a driveway width exceeds 15 feel, construct a full depth
expetnion joint w#h 318* joint ft%r along the (driveway bm lines FAG! a caw
(Sets std. plan 102). Construct expansion joints pw*W wOh In seeeE ,�- � ur - � � cum oe.�
canislritne as required at 15 ma�dmurn spacing when cilivelrey oarnl11ACTM Jose CW
widths exceed 30'. M PL M to Siff ~; r
b vie' IL r
Ze See std. plan 102 for sidewalk details,
3. Curb and gutter sh+ awn. other curb designs may be spedled
See std- plan 1101 for curb details. • . _ x
4. Not used. --
1' -I' I 1'•t
j
S. The engineer will design all driveways to Include elevelons at a1 Ire os1111111relwr uamenucom se wwloe
points marked with symbol "X". Ali elevations one et the back of s10 r>= FULL� a tivT� oETK
curb top on uphill aide.
6. Not used.
7. For Driveway Wki is see DRIVEWAY STANDARDS
(See NOTE 10). The expansion pinta (see std. plan 102) *W be
spaced as shown In the conewI ont#ng Isiorrtw'1C view.
8. Stapes shell comply with sections R303.2.1 or R3032.2 or _ FATE OF ADJACW Cue
R3032.3 of the Revised i Dmft Guidelina for Accessible Public 1 •
Ri#bts -of Way ofNovssnber 23, 2005 (PROWAG).
9. Curb returns for any Type C -MAX Driveway may be approved on i
a cae-by-cage basis. • . 1 R - - - -01lRTdt MWAIM
• ,• It
10. STREET STANDARDS = Renton Municipal Code (RMC)
Title IV Development Reputations
CHAPTER 6 STREET AND UTIUTY STANDARDS
Section 4-6400 STREET STANDARDS DEPRESSED CURB DETAIL..
AT FOUNOHrflAL OR t711rVl VAM Aft ALL.M
DRIVEWAY S'T'ANDARDS = Renton MuMeipat Code (RMC)
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CHAPTER 4 R AMiderA 1 - -- - --
CITY -WIDE PROPERTY DEVELOPMENT STANDARDS "Wave of tom, _
Section 4-4-M PARKING, LOADING AND DRIVEWAY tUAx'r LsiiiiiIiiI
REGULATIONS
am. nL - 1" .2
t; L ��' �, t �, CEMENT CONC TE D %FIT SWAY
E 7 AND DETAILS
6'
0.5' PARKING
�-- M 1 *2:
2:1 AX.
2: 1 MqX
2_ - -_
NO SIDEWALK LEFT
SIDE ON ROAD C CEMENT CONCRETE
FROM STA. 4 +31.68 VERTICAL CURB
TO STA. 5 +59.76 AND GUTTER
(SEE SHEET RD -03
FOR ROADWAY 6" CRUSHED SURFACING
TRANSITION BASE COURSE
INFORMATION)* 3" COMPACTED DEPTH ATB
2" COMPACTED DEPTH HMA
53'
LIMITED RESIDENTIAL ACCESS
26'
PAVEMENT
13'
20'
TRAVEL LANE
3' MIN. �
COVER 2.0%
5, , 5,
TYP. ) -1-(TYP.
8"o W.M.
R/W
13' 8' PLANTER 5' S/W
0.5'
2.OX
.1 M
5'
8'
TYP. (TYP.)
8"O S.S.
12 "0 S.D.
LIMITED RESIDENTIAL ACCESS -ROAD A, B & C'
SCALE: 1 " =6'
* REFER TO SHEET RD -03 FOR
SPECIFIC ROADWAY TRANSITION
INFORMATION
R- 380812
CHECKED FOR C AAPUANCE TO CITY STANDARDS
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HORIZONTAL: NAD 1983/1991 � DES M ROAD CROSS SECTIONS & DETAILS FIC-08 ":
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s� L` NO. REVISION BY DATE APPR = SCALE AMY UTILITY PERMIT #14004398: ':
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