HomeMy WebLinkAboutR-372920w
fn
z O
U
!N
w LL
7 l
,TV
a J
26'
20'
PAVEMENT
1
2.07 1 I 2:1
I
5' (TYP.) TYP.
� 2" COMPACTED DEPTH HMA
6" CRUSHED SURFACING BASE COURSE
3" COMPACTED DEPTH ATB
12 "4 S.D.
8 "o S.S. —O
PRIVATE ACCESS EASEMENT_
SCALE: 1 " =6'
60'
EXISTING
41'f
8'
ADDITIONAL
6" CRUSHED SURFACING
! 5'
2 .11 MAX.
RESIDENTIAL ACCESS - BENSON ROAD S
SCALE: 1 " =6'
CEMENT CONCRETE VERTICAL CURB
AND GUTTER
53'
26'
PAVEMENT
6' 10'
3' MINA -,
COVER L?
10'
5' (TYP.)
6" CRUSHED SURFACING BASE COURSE ENO W.MJ V-12 "O S.D.
2" COMPACTED DEPTH HMA
L3" COMPACTED DEPTH ATB
RESIDENTIAL ACCESS - S 28TH ST
SCALE: 1"=6'
Call 2 Worft Days Before You D�
D1W WA CmW
(DMF,ND,OR,WA)
5'
nn•
HIGH AVE S
SCALE: 1"=6'
--
see r. r I
L: I, b
GENERALNOTES
GINE E RS
LL.
®
33400810AVenm SOYA
®
THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL
sane 3os
®I
2.
Fetleral Way, WA 88003
MISSED BY THE CITY PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON
www.esmeivil.com
PRIOR TO CONSTRUCTION.
3.
c" l Fnglneeanq
Lana sarvrylrq lum vlannZ
fume woha
I PmJ-1 uanoyement Eanaacape .bcnx «wrc
ESM
JOB #1670- 004 -013
5'
nn•
HIGH AVE S
SCALE: 1"=6'
--
see r. r I
L: I, b
GENERALNOTES
1.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON CODE, KING COUNTY ROAD STANDARDS (KCRS), KING COUNTY SURFACE WATER
DESIGN MANUAL (KCSWDM) AND THE CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL. 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 IN THESE PLANS. ALL
CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF RENTON.
2.
THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE CITY OF RENTON. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR
MISSED BY THE CITY PLAN 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, GAS, ELECTRICAL, ETC.).
4.
BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD 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 7AM. TO 10 P.M. ON WEEKDAYS
AND 9 AM. TO 10 P.M. ON WEEKENDS.
:TED DEPTH HMA 7.
IT SHALL BE THE APPLICANT'S /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF SITE WORK
:TED DEPTH ATB
WITHIN THE ROAD RIGHT -OF -WAY.
8.
FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET
OF PLANS THAT MEETS ALL REQUIREMENTS OF THE CITY OF RENTON IS SUBMITTED TO CITY INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION.
9.
DATUM SHALL BE NAVD 1988 UNLESS OTHERWISE APPROVED BY CITY OF RENTON.
10.
GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT -OF -WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY
SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION 815.02 OF THE APWA STANDARD SPECIFICATIONS.
11.
ALL UTIUTY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY.
12.
ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2- 06.5).
13.
OPEN CUFFING 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 DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, 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 THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT
LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1- 07.23, "TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY
IN ITS ENTIRETY.
CENIESI' COSCLI: 1: AM EIVA1 E3'IUNNCE
TYPE" I. ?. 5... _
Sheet 2 0[ G
O iCOP FD
'. � 1 l VI 2EViCM
s'nso lxo arl,¢s
_ 0
16" CONCRETE RN AY
-Tx
I I.
I T 1
IDEW
sr
u 1l ssr can UI I:I I: cmv':n 1T ra Rnsc,.
3 8 EXPANSION
JOINT (TYP.)
5'haat a 01 G
\1
ADOPTED
'IR� I II 111 \T
R- 312920
0 FIRST SUBMITTAL ESM 02/11/14 S"s" :
1 SECOND SUBMITTAL NM a� ; wm Isee
=WZ,s. CITY OF
ESM 04/15/14 ocscNm. �� >Z
2 MYLAR SUBMITTAL ESM 05/12/14 ONG
d+ RENTON
'
L� °xE iNLN DATUM
°HECK M .a lul usv+c Planning /Building /Public Works Dept.
IF NOT ONE MC"
NO. REVISION BY DATE APPR 0°PR D.
CHECKED FOR COMPLIANCE TO CITY STANDARDS
LaRosa
ROAD CROSS SECTIONS & DETAILS
9 96
DT -01
r
'O a
0
N O O
oa
w
N