HomeMy WebLinkAboutR-417608LJ
Ld
z
L,
,EXISTING ASPHALT
PAVEMENT
SAWCUT
(SEE NOTE 2)
ARTERIAL STREET_ MINIMUM
7" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIDENTIAL STREET MiNiMI)M
4" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
20 MIN.
(SEE NOTE 2)
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.
NEW CURB
& GUTTER
M. PLAN — 103
PUBLIC WORKS CURB AND GUTTER \ PPRO D:
+
S*aRS DEPARTMENT REPLACEMENT DETAIL Z
O15ATE
AS -BUILT
NO AS —BOIL T INFORMA 71ON ON THIS SHEET.
"I CERTIFY THAT 7HE INFORMA77ON SHOWN HEREON WHICH WAS
AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS,
ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS,
ACCURATELY REFLECTB EXIS77NG FIELD COND177ONS AS DETERMINED BY
ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 912412025."
r1
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
)5
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
0425.8273063 F 425.827.2423
NW 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M.
BA SSA NO MUL TI=FA MIL Y
BD TEMtVICLUDESSIDEWAIXIIA P5i
6 MIN VAR'F<S ISEE NOTE 7i _ 6
(SEE NOrE a,_ _' _ (SEE NOTE 84
DRIVEWAY REDUBIEO
3II EAPANSDN JOINT 07& 1
CE
(SEE STD PUN 1171
CD
SC
7
0
z
SEE NOT[ S
W
NI
\
z
�
g
N
�
m
V SEE NOTE 1 CEAIF NT CONCRETE J
RA'. 1P WIT" 1M 1V B CURB 8 GUfrf3
SLOPE ITYP.1 'SEE NOTE ]I
38' CONTRACTION JOINT (TYP 1
(SEE STD PUN 1121 PLAN VIEW
REM
ACRETE
EWALK
vATDEs
ISEE Np1E 1�! w A],. f.UR SEE MOTE 8 iTYP,
•I
6• MIN -- 6• MR!
CEAENT CONCRETE 6' AKN pEPREBSED ;.uRe S GuTTER
58] Nl C ].8' EAPAASJON JOINT (TYP 1 ISEE NOTE 11 \
SECTION O .SEE STO. PUN 107, �\
- 112 Rjh• - SIOEWMK WIDM-I
10\ DIFFERENCE IN SLOPE PARR
DRIVEWAY W'h�ITNE SLOPE ISIOPE SNOwNE%AO.ERATE01
DRIVEWAY / 8 W L • ,•!
ORrJEwAY W RELATIVE
SE IN O
NEGAINE SLOPEr80PE- -
SNOW01E%AGGE TE(I '
i - I
CEMENT
CONCRE'E
SIDEWALK
v~ O�
s® PUBLIC WORK
,PFIVT�� DEPARTMENT
CEMENT CONCRETE
CURB 8 GUI TER
(Me NOTE ])
TYPE R1El - ISOMETRIC VIEW
(RESIDENTIAL WiTH BUFFER(
CEMENT CONCRETE DRIVEWAY
ENTRANCE - TYPE RIB
For NOTES STD PLAN 104.2
STD. PLAN — 104.3
Gregg Zimmerman, Pubilc Works Administrator
C E!.IENT
CONCZr-TE -
SI7EWALl
iq I
4g
ti i
DEPRESSED MONOUT-I C
CURB 8 GUTTER
(SEE DETAIL INS SHEEn
TYPE C2B - ISOMETRIC VIEW
(COMMERCIA. , WITH BUFFER)
CEMENT CONCRETE
CURB d GUTTER
(SEE NOTE 3)
NOTES
1 When a driveway width exceeds 15 fee:, construct a full depth
expansion Joint with 318' )olnt filler elorig the driveway lane lines FACE OFCURe
(seo std. plan 102). Construct expansion Joints parallel with the aEE.c; SEE DEFRESSED CR .R OF-TAR
cen:allne as required at 15' maximum spacing when driveway CONTRACTIONJONT aTAr oNT-ns"_Fi
widths exceed39. STOPLAN1fII aTr>:. r
ROACWAY
2. See std. plan 102 for sidewalk details
3. Curb and gutter shown, other curb designs may be specified. 1
See std. plan 101 for curb details . • • tl
4. Not used —
r-r t•-r
5. The engineer will design all driveways to Include elevations at all Noce: DF11VE"r L oNcnuDwAi EXPANSION
points marked with symbol "X'. All elevations we at the back of JDftta NDLIIIIIIAL9E C CFLP RB A,
curb top on uphill side. DEPRESSED MONOLRHtC CURB 8 OUTIER CETAII
6 Not used
7 For Driveway Widths see DRIVEWAY STANDARDS
(See NOTE 10). The expansion joints (see s d plan 102) shall be
spaced as shown In the corresponding Isome'ttc view.
8 Slopes shall comply with sections R303.2.1 or R303.2.2 or _ FACE OF ADJACENT CURB
R303.2.3 of the Revised Draft Guidelines for Accessible Public 1•
Rights -of -Way, of November 23, 2005 (PROWAO).
r �•
9. Curb returns for any Type C-MAX Driveway may be approved on I
a case-bycase basis 1•R = CiIITTER SURFACE
°
1�t. /t
12 STREET STANDARDS = Renton Municipal Code (RMC)
Title IV Development Regulations
CHAPTER 6 STREET AND UTILITY STANDARDS
Section 4-6160STREETSTANDARDS DEPRESSED CURB DETAIL
AT RES IDE NT IAI- OR COMMERGAL DR) VEWAYS, AND ALLEYS
DRIVEWAY STANDARDS =Renton Municipal Code (RMC)
Title IV Development Regulations Ddvv 9y Example. TYPE C1B
G
CHAPTER 4 R-Resldent* ConetTwaW - J
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Nuntberof Lana,
Section 4•-4-M PARKING, LOADING AND DRIVEWAY (' '' LanaCDLnlrfaaq
REGULATIONS 6-BurtBr(PYTAkp8lrlp) BarcNoBurtlr —
cJ PUBLIC WORKS CEMENT CONCRETE DRIVEWAY SM PLAN — 1042
DEPARTMENT ENTRANCES - NOTES AND DETAILS
2 CITY COMMENTS 7.3.24 YLP 08.23.24 YLP SURVEYED: SCALE:
DJC VERTICAL: NAVD 1988
3 CITY COMMENTS 9.10.24 YLP 09.19.24 YLP DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991
4 STORM REVISION DUE TO DUCT BANK CONFLICT YLP 12.13.24 YLP YLP
5 UTILITY REVISION YLP 01.10.25 YLP DRAWN:
GLB ONE INCH LEI e�e
Y Y�
6 UTILITY REVISION YLP 01.24.25 YLP CHECKED:a v
AT FULL SCALE
IF NOT ONE INCH
N 0. REVISION BY I DATE I AP P R APPROVED: SCALE ACCORDINGLY
YLP
•
pj�
C TY OF
RENTON
Planning/Building/Public Works Dept.
C)
U
J
R-417608 �
Q
IN COMPLIANCE WITH CITY OF RENTON STANDARDS -
BASSANO MULTI -FAMILY
STANDARD ROAD DETAILS AND NOTES
J
C�
G
O
z
Q
U)
DATE: v n
11.20.20 m
FIELDBOOK:
PAGE:
117 WELLS AVENUE S C8
RENTON, WASHINGTON 98057 SHEET: 8 OF:20
DRS PROJECT NO. 20070