HomeMy WebLinkAboutR-42781800
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NOTES
1. Wher: a Gnveway wk fth exc4W9 15 fe+mt, com*,uct a full dep1h
expen slon joint whh WW palnt 1711er akxV Ills dAvaway Jerre Tides
(&m ate, plan 102). Con5tW expansion loft pwWW with ft
oarllAr' ns as s requlmd st 15 maximum bpadrhg when d0voway
wddthe oxceed X,
2. Sec 1wW, plan 102 11r 15idWwe& duWs
3. Curb and glitter 0Kwn. other curb delslgrm rM bu spWflad-
See utd, plan 101 fcr curb deWs
4 N-Di umW
DEPFUMMO 0AC*bI
CILFB 4 O
MEL QUAIL TK5 n
TYPE C213 - ISOMl="IC VIEW
( MMERCIA'- WTTH RLIFFER)
5, 70le en9lnear vAlI de%lgn a]I ditmuys to Indude elavedoans at all
points rrlerked with "baI "X6. All alelrri oft ere ad ine back of
curb top an uphill sl`&L
6 Nci used.
7 For IDdveway WUtha see ()RIVE -WAY STANDARDS
(See NOTIE 10)- The expa on jo4ft (see V4 102} shell be
8puced as 1}1iCiwn rrt Lhe ConvipandIN biL7m(rrIc YI9w,
8, Slwe-5 -shall damply with iIig R303Zi or R Z2 or
R303 of the ReviW Daft C;uidclinaaw ferr A nsiblePublic
Rights-aF Way nFNowmmba :23, 7005 (PROWAG).
S. Curb retjn1.i for ■r y Typa C- NI Ortveway rley bIr approved 4n
a ;aw bye b al%-
10. STREET ST-mDARDS o Itenton Municipal Code (kMC�
TMJ9 IV [)VVel0pmen,. RegIJW9F*
CHAMA 6 STREET ANE) UTILITY STANDARLDS
Section 4 60 5" EET STAN DAAD5
DRIVMAY STANDARDS - Renton MunJcLpal Code (HRAC)
Title IV Dmmlopment Regulalrlan5
CHAPTER 4
CFTY-1110E PROPERTY DEIFELOQMENT STANDARDS
Sectlarl 4A4= PARKING, LOADING AND DRFVEWAV"
REGULATIONS
avFMEN7 CONCF
CURB a4 DUIT
(SFE NOTE 31
NAM 00 COW
a c I- ` am p V TAJ
CONTrLAGrI _*1.7 ON TXG llNIIIII'Vr
ITC RAFT so
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hIGTE: 074titF�14KY L,r�rM1.lal."L+1 ��
DOWN WIIIII ro Fi OLL• EEFTM
FACE OF ADJACENT CUFM
k
DEPRESSED CURB DETAIL
AT R"Lmr+1T111L OR 000401CM DFI IVS WAYS, AND ALLM
Drfvewmy Example. TYI CIS
R=RmkknW Cr�41 — — — i
Nuffd r of Llwa, --
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PUBI.iC IyORK F-MENT CONCRETE 13RIVIEWAY SM. PLAN — 1042
DEP,+ki 'MT✓N-r ENTRANCES - NO-FES AND DETAILS
CONCRETE DRIVEWAY NOTES AND DETAILS
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TYPE RIB - ISDIVIETIRIC VIEW
(RESIDEN-TLAL WITH BUFFERI
CWW c M
1142 N07E I
For NOTES STD PLAN 104.2
u � M. PL14 104.
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
DEPAl��`�4F'N ENTRANCE E - TYPE RIB i'F7i}
DRIVEWAY ENTRANCE - TYPE R1 B
NOT TO SCALE ` ` f NOT TO SCALE
�TT.�
0 �0 of WAS1q,, ll
0 CD .•� �0rG, SURVEYED: SCALE:
W
A C O M A S E A T T L E DESIGNF� / RI
T
tl
'0� 97, w� S P O K A N E T R I -CITIES 2 REVISED PER CITY COMMENTS DATED 04/02/24 RI 9/6/24 DRAWNJ
CB
0�� ��GISTERE9 l��' 1 REVISED PER CITY COMMENTS DATED 10 25 23 JMT 2 16 24 ONE INCH
s 2215 North 30th Street, Suite 300 Tacoma, WA 98403 / / / / GHEGK AT FULL SCALE
Know what's below. sIONAL E� 253.383.2422 TEL 253.383.2572 Fax www.ahbLcom WEB K/ MW SCALE TCCORDWGLY
Call before you dig. 09/10/2024 No. REVISION BY DATE APPR APPROVED
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
1' �+ VARIES
MIN Mlh# hilN iAlf¢
SPECIAL NOT
IN THE EVENT TRAAkSWR. E PATCHES EXIST
PITHIN THE Ar EOTIED STREET, THE LEWOTH � T
OF THE PA70H SHALL BE EMT -ENDED TO
INCLUIaE ANY E-XIS11rvav PATCH WITHIN 10
FEET or tHE EDGE OF THE PATCH KOUIRM
FOR tHE NEW CROSSING "D ANY
SIJ85E01IJENT PArCH EDGE: ;MT14IN 10 FEET
OF THE EDGE Or THE SECOND PATCH AND I I
50 ON UP' TO A TOTAL Of .3QO FEET
I[RAI IC RDW y
2" HMA
d_5, hAIH_
- DEPTH OF
PLANING OR S,'4VL'OIPT AND REMOVE
3F GUTTER OR
3F PAVEMENT
ENTFR LINO* OR
ANE UNE
Y,4F}JES; E_5' MIN
DEPTH OF EXISTIFIO FAVEAIENT
MIN 161I N r V.4 I I MIN MIN
I
2" SAWMT AND REMOVE
OR PLANf-- SEAL WITH 2' - 6" MIN. HMA (SEA NOTE 2)
AR-4009W I
( EACH SIDE) I
h" ORUISHED SURFACIN-G TOP COURSE (CSTG)
2' HWAt (S-03-:90)) PER WSDIDT STANDARD
SPECIFiCA11CINS, IDNPAO TEp TO 95% MMFIED
PROCTOR
SAKIIT AFTER $ACKPILL
GSTC, IBANK RIJN GRAVEL FOR 7RENOH BACKFrLL
(9-0319), GRAVEL 80FROW (9-03.14(1)) PEP
WSDOT S7ANDARIL7 SPE CIF ICATTON5 QR NATIVE
MATERIAL IF APPROVED IN 14RITTNO By ENOINEEIR
BASED ON GEOTECH REPORT. COMPACTED TO 959
kA{]DIFIED PROCTOR.
MOTH OF TRENCH AS REQUIRED IRY SIZE OF PROPOSED
IMPROVEMENT (SEE Y4SDOT STANDARD SPEaFICATION 2-09.4)
PLUS AN ALLOWANCE FOR ANY SHORING. 's1IQRaf,IC,. IF PIPE ZONE IDEDDING_ VATERIAL- SEE STANDARD
NEEDED, SHALE 41'EE t THE RECMIREIAENTS OF W5r)0T PLAN 110.1.
STANDARD SPECWJCA-R0 7-08.3{1)6
TRENCH WIDTH
FOR NOTES, SEE STANDARD PLAN 1TO-1
TYPICAL TRANSVERSE P" H FOR . PLAN — 110
• Pi��LCO WORKSI'I�I� F�f I
DEPARTMENT FLEXIBLE P"EMENT OFF RIGIDPAVEMJENT WITH OVERLAY-ug 4
TRANSVERSE PAVEMENT PATCH WITH OVERLAY
NOT TO SCALE
A0046
CITY OF
RENTON
P"R
NUIV
Planning/Building/Public Works Dept.
R-427818
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
F
MENT ENGINEERING �8n h 12/04/2024 '�+
MAPLE HIGHLANDS
AHBL JOB #2221005.10
ROAD NOTES & DETAILS
DATE:
9/6/2024
FIELDBOOK:
PAGE:
DRAWING NO:
C3.10
SHEET: 18 OF: 39
R- C3.10
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