HomeMy WebLinkAboutR-417869NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
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CEMENT
CONCRETE
SIDEWALK
%Y L GRADE BREAK (TYP)
DEPRESSED MONOUTIIC
URB & GUTTER
SEE DETAIL THIS SHEET)
TYPE C28 — ISOMETRIC VIEW
(COMMERCIAL, WITH BUFFER)
1 WHEN A DRIVEWAY TMEXCEEDS 1 FULL DEPTH EXPANSION JOINT AI3/6• JONTNA
FlLLERCT
ALONG THE DRIVEWAY LANE UNES (SEE SM. PLAN 102).
CONSTRUCT EXPANSION JOINTS PARALLEL WITH THE
CENTERLINE AS REQUIRED AT 15' MAXIMUM SPACING MEN
DRIVEWAY MIDTHS EXCEED 30'
2. SEE SM. PLAN 102 FOR SIDEWALK DETAILS.
3. CURB AND GUTTER MOM, OTHER CURB DESIGNS MAY BE
SPECIFIED. SEE SM. PLAN 101 FOR CURB DETAILS.
4. STREET STANDARDS = RENTON MUNICIPAL CODE (RMC)
TT£ IV DEVELOPMENT REGULATIONS
CHAPTER 6 STREET AND UTILITY STANDARDS
SECTION 4-6-060 STREET STANDARDS
DRIVEWAY STANDARDS — RENTON MUNICIPAL CODE (RMC)
TITLE IV DEVELOPMENT REGULATIONS
CHAPTER 4
CITY—WIDE PROPERTY DEVELOPMENT STANDARDS
SECTOR 4-4-080 PARKING. LOADING AND DRIVEWAY
REGULATIONS
5. THE DRIVEWAY RAMP LENGTH IS NOT REQUIRED TO EXCEED
15% WHEN APPL)ANG THE 15' MM. LENGTH, THE RUNNING
SLOPE OF THE DRIVEWAY RAMP IS ALLOW1iD TD EXCEED
&OX USE A SINGLE CONSTANT SLOPE FROM BOTTOM OF
RAMP TO TOP OF RAMP TO MATCH INTO THE SIDEWALK
OVER A HORIZONTAL DISTANCE OF 15'.
6. FIXED OBJECTS INCLUDING STREET TREES AND STREET UNIT
POLES SHOULD NOT BE LOCATED CLOSER THAN 10 FEET
FROM THE DRIVEWAY EDGE.
1. THE EXPANSION JOINTS (SEE SM. PLAN 102) SHALL BE
SPACED AS SHOWN IN THE CORRESPONDING ISOMETRIC
MEW.
e. SLOPES SHALL COMPLY WITH THE REVISED DRAFT
GUIDELINES FOR ACCESSIBLE PUBUC RIGHTS —OF —WAY JULY
26, 2011. SLOPES MALT BE BUILT TdTHIN +/— 0.3% OF
SLOPES SHOVM ON THE STANDARD PLANS.
9. CURB RETURNS FOR ANY TYPE C—MAX DRIMEWAY MAY BE
APPROVED ON A CASE —BY —CASE BASS
CURB
OME
N THIS SHEET CUMBETNL
r1/2' R. �IOP Ci
Y—e• e'
MOM DRIVEWAY UNCATINNAL. EXPANSION
mn SHALL BE FULL DEPTH
DEPRESSED MNOUIHIC CURB At GUTTER DETAIL
OF ADJACENT CURB
1• fl.
EPRESSED CURB DETAIL
AT RESIDENTIAL N COMMERCIAL
10. SEE RMC 4-6-06O.F.2 FOR SIDEWALK WIDTH. 5' MINIMUM
TYPICAL.
11. ALL RAMPS & LANDING EDGES SHALL BE SEPARATELY
FORMED.
R=ReMdenual, C=Cmnmencld f i
Number of Lonee 1
(MAX-4 Lone Commercial)
B—Buffer (Planting Strip). Blank —No Buffet
CEMENT CONCRETE DRIVEWAY
S1D PI9N —
BUC WORKSDEPAEENTRANCES - NOTES AND DETAILS APPROVED:
CEMENT CONCRETE DRIVEWAY ENTRANCE 5
NTS
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• two business days
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TYPE R1B — ISOMETRIC VIEW
(RESIDENTIAL, WITH BUFFER)
FOR NOTES STD. PLAN 1042
CEMENT CONCRETE DRIVEWAY SM PLAN — 104.3
4 S'e 4 PDUH�LIICC NET ENTRANCE - TYPE FIB
8 pppROVED: _
CNIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBM17AL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
N0. I REVISION
NTS
BY I DATE I APPR
AS NOTED RIZONT' NUN IRE NET ^°°'
DATUM
AT Eu
IF MET ONE INCH
GRADE —
POINT 1"R
CEM. CONIC
SCORE LINE
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16015th Avenue, Suite 1600
Seattle, WA 98101
206.622.5811
WWw.kpff.com
AVIIIIIIIIIIIACITY OF
' RENTON
Planning/Building/Public Works Dept.
'viv/\i, I— THICKENED
COMPACTED EDGE
SUBGRADE
NOTE:
"HE MUST BE 6" FROM FINISHED
ROADWAY GRADE UNLESS
OTHERWISE SPECIFIED
NTS
R-417869
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
msippo 04/07/2022
SOLERA
2842 NE SUNSET BLVD
RENTON, WA 98056
ROAD DETAILS
SWEDENUFAMING NO
C5.44
69 14z
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