HomeMy WebLinkAboutR-376215F -VERTICAL OR ROLLED CURB
nn' 5'-,3' 2'-0"
.
LAI 5
W 6" CRUSHED SURFACING 5' (TYP.) Oct
z U BASE COURSE I'
v Q 3" COMPACTED DEPTH ATB v
w
p 2" COMPACTED DEPTH HMA 12.0 S.D.
a a 8.0 S.S.--O
SHARED ACCESS EASEMENT
W
�w SCALE: 1"=6'
LL R I W .,...
tLL.tAX. 11 2.0%
CEMENT CONCRETE
VERTICAL CURB AND GUTTER
12"0 S.D.
6" CRUSHED SURFACING
BASE COURSE
3" COMPACTED DEPTH ATB
2" COMPACTED DEPTH HMA
:CESS - 120TH AVE. S.E.
SCALE: 1"-6'
SIDEWALK
�I
2 CPU UNITS 30x18
VERTICAL CURB
MAILBOX SIDEWALK TRANSITION DETAIL
NOT TO SCALE
GENERAL NOTES
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
PREUMINARY SUBDIVISION APPROVAL IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE
PROFESSIONAL CML 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 7A.M. TO 10 P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS.
7. IT SHALL BE THE APPUCANFS/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS
NECESSARY BEFORE INITIATING OFF SITE WORK 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 CIN INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION.
9. DATUM SHALL BE NAVD 1988 UNLESS OTHERWISE APPROVED BY CIN 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 UTILITY 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 CUTTING 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.
Cal 2 Wmift Days Before You Db
MOUNT ON PEDESTAL PROVIDED
WITH N.D.C.B.U. UNIT.
SEE NOTE NO.2
NOTES:
1. SEE SEC. 5.04. KCRS.
2. INSTALLATION OF N.D.0
ANCHOR BOLT PATTERN
PER N.D.C.B.U. PEDESTAL
TEMPLATE.
SEE NOTE N0.2
NOTE:
I�t�l SEE K.C.R.S. DWG NO. 5-010
REFLECTING CURB DETAIL FOR
FRONT VIEW MAILBOX LOCAMONS
NEIGHBORHOOD MAILBOX UNIT
NOT TO SCALE
3/8 EXPANXMNi (TNP.)
(SEF 510. PIAN F-3)
CEMENT VARIES - IE MM. (SEE CONTRACT)
ONONE E
9DEWALK
oP s
NP F a +
BUFFER STRIP ` SEE NO2 I 2. 6• 2. B. CEMENT CBMENE.
CURB x CUTTER
Y BIO ITEM (SEE NOTE J)
ORIA.Y ENTRANCE
SDE SLOPE (TYP)
IA MEW
fEYENI Cdi[REIF PORVEW ENTRANCE TYPE 3
NOT N SCALE
DRIVEWAY 5'-0" 6'-0'
(BY OTHERS) 112'N (TEP.) DN'NESSED
CUR
nl '^I B k DUMB
2, •o CUR NOTE 3)
3/6 E (ME SIM,SIONPIANNT (F J)
sEcnM O
VAWES - VARIES - VARIES tA' YIN.
2'6' 10 0 2'6' to 0 (SFE CONTRACT) DRIVEWAY ENTRANCE
SIDE SLOE (TP.)
r VMIES .- 6' to 0 BUFFER STRIP
SEEN. O
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPES 1, 2, 3, & 4
Sheet 5 OF 6
ADOPTED
CITY OF RENIUN
STANDARD PIANS
NR CST DATE'04/04
DATE I REVISION BY APPR n DWG. NAME: F004-4 SP PAGE: F004.4
47'
LIMITED RESIDENTIAL ACCESS
20'
5' S/W 8' PLANTER 10'
0.5'
2:1 MAX 3' MIN. 1
2.0% COVER
CEMENT CONCRETE J i TMP• 5 (TYP•)
VERTICAL CURB
AND GUTTER "0 W.M. Q
6" CRUSHED SURFACINGJ `12"0 S.D.
BASE COURSE
3" COMPACTED DEPTH ATB
2" COMPACTED DEPTH HMA
LIMITED RESIDENTIAL ACCESS - ROAD A
1/2"X4" EXPANSION MATERIAL
1/4"R AT JOINTS -
SCORE LINES TO BE RADIAL A
TO CURB AND GUTTER
1/2"X4" EXPANSION MATERIAL
1/4"R AT JOINTS
"W" -WIDTH OF SIDEWALK
1/2"X4" EXPANSION MATERIAL
1/4"R AT JOINTS 7- CEM. GONG. CURB AND GUTTER
SCORE LINES
1/2"X5" EXPANSION
1/4"/FT. SLOPE MATERIAL CURB RETURN
ONLY
1/2 -RFT 1/4"/. SLOPE
1/2"R 4 �1/2"RPAVEMENT AS PER PLANS
4" 1 PAVEMENT AS PER PLANS
STANDARD CEM. CORD. PARKWAY STANDARD CEM.
CURB AND GUTTER CONS CURB AND
GUTTER
SECTION A -A SECTION B -B
SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS
f'.FNFRAI NOTES
.XMNM DUMMY .KXNTS SHALL BE PLACED NOT TO EXCEED IC C/C NOR LESS MAN 10C/C. THEY SIAL -
NOT BE LESS THAN 3/16' IN THEKNESS AND SHALL BE EXTNDEO Y BROW THE GUTTER UNE. 1/2"
MRU JNNTS BYALL BE PLACED AT ALL CqD JUNTE AS DI BY ENGINEER AND SHALL EXIQN 1'
BELOW C NtMETE.
WERE ME SOEWAUt IS TO BE PI -AMO AGAINST HIE LLRB AND GUTTER. ME MNT STALL BE A CIXB
.1 I/2•X 5- EXPMVDN MATERIAL S AIT BE PLACED FRW FC.'S TO PT'S AT ALL CURB RENRNS
1/2'X4' EXPANSON MATERIAL 5NAU- BE PIAGD AT EVERY FWRM SIDEW M PANEL.
ME CONCRETE MIX TEN EDEWAVS STALL CMFMM TO ME KOUIREMENTS OF CLASS B (3/4') MM AIR
ENTRYNMENT..
ME CONCRETE STALL NAVE A BROM RN6T XM ALL EDGES HANNG A 2 1/2' TOOLED FINISH
W EBEADE COMPACTION SNALL BE 90% (MOOTTEB PROCTOR).
TYPICAL SIDEWALK
ADOPTED
STANDARD PUNS
LSI DATE: 04/04
DWG. NAME: F007 SP PAGE: F007
/W 47' R/
LIMITED RESIDENTIAL ACCESS
20'
PAVEMENT
5' S/W 8' PLANTER 10' 10' 8' PLANTER 5' S/W
� I I
2.1 MAX• I 2.0% 3' MIN.
COVER 2.0% 7.0%
r
5'
CEMENT CONCRETE TMP. 5 (1YP•)
VERTICAL CURB
AND GUTTER "0 W.M. Q
6" CRUSHED SURFACING 12"0 S.D.
1= BASE COURSE
3" COMPACTED DEPTH Al.
2" COMPACTED DEPTH HMA
FROM STA. 12+97.50 TO STA. 13+83.00
LIMITED RESIDENTIAL ACCESS - ROAD A
R-316215
CHECKED FOR COMPLIANCE TO CITY STANDARDS
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