HomeMy WebLinkAboutR-426812SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
00
W
N
1
I
Ill
H
l-
O
O
I
CV
O
N
0
U
QJ
C/7
O
-I
n
W
U)
cV
a
n
/
0
/
O
CY
Tit
m
SPECIAL NtlTE:
IN THE EVENT TRANSVERSE PATCHES EXIST
WID-IN THE AFFECTED STREET, THE LENGio
OF THE PATCH SHALL R£ EXTENDED TO
INCLUDE ANY EXISTING PATCH MTHiN 16
FEET OF THE EDGE OF WE PATCH REQUIRED
FOR THE NEW CROSSING AND ANY
SVBSEQUENT PATCH EDGE WITHIN 1D FEAT
OF THE EDGE OF THE SECOND PATCH AND
SO ON UP TO A TOTAL OF 300 FEET.
MIH � MIN VA� MIN � MIN
I
IjlI ,
I �
� I a
�--f .
-TRAFFIC FLOW f ,I
I
Z' HMA I I
fi
2" TO ri- HMA
6 5' MIN-
2- DEPTH OF
PLANING UK SAWCUT AND REMOVE
FACE OF GUTTER OR
EDGE OF PAVEMENT
CENTER UNE OR
LANE LINE
VARIES, 6.5' MIN.
DEPTH OF EXISTlNC PAVEMENT
�•�- VARIES I
MIN 1 MIN IJ MIN MIN
2" SAWCUT AND REM04E
OR PLANE. SEAL WITH 2" - 6" MW HMA (SEE NOTE 2)
AR-4000W f
(EACH SIDE)
$" CRASHED SURFACING TOP COURSE (CSTC
2" HMA (9-03.9(3)) PER WSDOT STAN7ARO
SPECIFICATIONS, COMPACTED TO 95% MODIFIED
PPOCTOR,
5RWCU1 Ar ILH UACKFILL
(EACH 90E)
\-CSrC, BANK RUN GRAVEL FOR TRENCH BACKFILL
GRAVEL BORROW (9-D3,14(1)) PER
WSDOT STANDARD SPECIFICATIONSOR NATIVE
MATERIAL IF APPR01'T'D INJN WRITING
G BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO 95%
MODIFIED PROCTOR.
VdDTI-l
IMPRQ E TRENCH A5 RCI 5T O BY SIZE OF PROPOSED
IMPROVEMENT (SEE WSDOT STANDARD SPECIf ICROH 2-09.4)
FLU$ AN ALLOWANCE FOR AA1Y SHORING. 5}it7RINCr, IF
NEEDED. SHALL MEET THE REOUIREMENTS OF WSOOT
STANDARD SPECIRCATIDN 7-D0,3(1)8
TRENCH WIDTH
PIPE PONE 9EDDING. MATERIAL-- SEE STANDARD
PLAN SIO.t.
FOR NOTES, SEE STANDARD PLAN 110.E
TYPICAL TRANSVE�iSE PATCH FQR STD, PLAN - 110
PUBLIC WORKSFLEXIBLE PAVEIIAENT OR RIGI!!
DEPARTMENTDEPARTMENTNTPAVEMENT WiTH OVERLAY fp
FACE OF CURB
- 6
1 + TOP OF
• '-^ 112` R. ROADWAY
t- r
[
Io
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
PLUSH VM GUTTER
PAN AT SIDEWALK
RALIP FNTRPJJCE
1-12 1:i4
TOP OF
1I2' R. ROAMVAY
1
�r
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
316"
8' CEMENT CONCRETE
112-R. 1 R SIDEWALK RAMP
VAROR LANDING
FROM M L
6 TOO j
t
3m, PREMOL OCI7
JOINT fa LEER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RANIPS AND LANCING$
FACE OF ADJACENT CURS
5 112'--
SEE REPRESSED CURB OF -TAIL THIS SHEET
124
TOP Or
t T j• 112"14. ROADWAY
r I
1
r�
r
DEPRESSED CURB SECTiON
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF ADJACENT CURB
■ P * y'+ •r - ' QLFTMR SURFACE
PREMCLI]EL, �!
JO NT FILLER
1• R,
E FUt,L-DEPTH
EXPANSION JOINT
FACE OF CURB
8 If2-
Ti. 1' R,
+ I
TOP OF
ROADWAY
r
r
8 1J4'
CEMENT CONCRETE
TRAFFIC CUR8
DEPRESSED CURB DETAIL
AT RnIMNTTAL OR COMMERCIAL DRIVEWAYS. AND ALLEYS
GEN ERAL NOT ES.
1, See Starewd plan 102 and 101.1 for auh expansion and wntracbon joint spamrig.
2. ENparwen joint 0411 be foil depth• 378- fln.l prenwMM joint Eller.
3. For Vapr*Wd hlbnoFAhiC Dtimway Cu-b 3 Gutier Soclon, sea Slatldard Plan 104.2
PUBLIC WORKS STD. PLAN - 101
DEPARTMENT' CEMENT CONCRETE CURBS fT
r
VARIES! 4.5' MIN,
LANE LiNE
MARKING
SAWCUT AFTER BACKFILL
DEPTH OF EXISTING PAVEMENT
2" - 6" HMA
(SEE NOTE 2)
i'
1`
EDGE Or PAVEMENT, EDGE J
OF CARE & GUTTER, OR
MIN,
MrN. CENTER OF LANE MARKING
2" HMA (SEE NOTE 2)
6" CRUSHED SURFACING TOP COURSE
(CSTC) (9-O3.9(3}) PER WSDOT STANDARD
2" SAWCUT AND REMOVE
SPECIFCATIONS, COMPACTED TO 955t
OR PLANE, SEAL WITH
MODIFIED PROCTOR
AR-4000W
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
(9-03.19), GRAVEL BORROW (9-03-14.(1)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED rN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO
WIDTH OF TRENCH AS REQUIRED BY SIZE OF
95% MODIFIED PROCTOR.
PROPOSED IMPROVEMENT (SEE WSDOT
STANDARD SPECIFICATION 2-09.4) PLUS AN
PIPE ZONE BEDDING MATERIAL AND COMPACTION AS
ALLOWANCE FOR ANY SHORING. SHORING, IF
REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS
NEEDED, SHALL MEET THE REQUIREMENTS OF
FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT:
WSDOT STANDARD SPECIFICATION 7-48.3(1)e
' FOR STORM AND WATER PIPE, PER STD PLAN 220.0
" FOR SANITARY SEWER, PER STD PLAN 405
TRENCH MOTH " FOR JOINT UTILITY TRENCH, SAND WiTH 95%
PASSING A #4 SIEVE ANO LESS THAN 57 PASSING
A #200 SIEVE
NOTES: I
I. WHEN ExISTING PAVEMENT IN A LANE REQUIRING A FULL 1MDTH REPLACEMENT IS BROKEN OR DETERIORATED
TO A PAVEMENT CONDITION INDEX RATING OF 70 CAR LESS, THE EMSTING PAVEMENT IN THAT LANE, AND
FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH
USED IN THE EXISTING STREET OR THE DEPTH PER CiTY STANDARD, WHICHEVER IS GREA7£R-
2. PRINCIPAL/ MIN ORfCGLLECTOR, ARTERIAL, do INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS
SHALL BE HMA CL �' PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 5".
RESIDENTIAL ACCESS STREETS - HMA CL J' PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING
PAVEMENT SECTION AND IN NO CASE LESS THAN 4",
3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER ❑R
SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB &
GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND
OVERLAID WITH HMA-
4- IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR rVR135, THEN THE SIDEWALK k4VOR CURB SHALL BE
REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT.
5. IF TRENCHING THROU13H EXISTING MVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL
BE REPLACED TO MEET ADA STANDARDS.
TYPICAL fLL.ONGITUff51NAL PJfo►TC" STD. PLAN - 110.1
■ PUBLIC WOFK5 FOR F4E]CIRLE PAVEMENT DR
DEPARTMENT RIGID PAVEMENT WITH OVERLAY riiNVJI�k �� l
Specifications and Space Use
Models 301, 301R 302
301
49"
I I
U
74.54
itructure and Finish
• 1 door, 1 hike rapacity. All la[kers are shipped assembled
• One piece molded fiberglas5 plastic campasfte, UV and graffftf resistant. and can stand atone or he grouped.
• Comes In choice of two colors - medsum grey or tan. No commanwalls- Lockers ate
• Comes -standard wtlh choice of F handle lack with three keys or padiockfng handle system. easilvelocaled
Fiberglass reinforced plastic is highly
resisrarlt to Impact and status and
Will not corrode.
kNh security With standard trey ticks
recessed in door face and internal
Igcking Nai mechanism.
Models 351, 351P, 352
351 ! 351P
49"
� 49" Q
�rtl 1 a
74.5"
Structure and Finish
1 door, 1 bike capacity
Modular molded fiberglass plastic composite
• UV and graffiti resistant
• Comes in choice of seven colors
• Comes standard with Medeco T-hand fe lack system
• All stainless steel hardware
• Gear Hooks (2 per locker)
• Air#law vents
• Engraved locker numbers (Starting at i unless otherwise noted)
�► lD�Ra
•I=LAYeaF.�a
BIKE L
352�C�
a
74.5'
�A0-
Fiberglass rei n{orLed plastc
mmtruction is highly resistant to
impact and snatching
Finish never needs painting, WrlI nut
rust or corrode, and is extremely
resisual to staff s
Standard tacking mechanism is
completely internal and resists
tamperl+�g
` C� vVVVvll.c�era-G�Im �; r.���.3�✓7•G7�°J
CKER
s RAISED £OGEDETAIL
LEVEL ' EICFFJf65;1DEWALK7XVrSlEFI5C T•,T' t'-tr' 3S- i N) PREMaLDEDjD4NT F&LER
IJ'L, SiR}R I :!dWY510 INCLUDE RPosPu LD4-- TYPICAL IYHEREAPPUG1BLE
• RaU ❑ING 7 D% I tp' {'N! R rT4P I
Sf£ STD P[AN kp1
+ •:. ,a r - ry; 5 ,�7a snrrcmewlwLr
: i • • • �� $�£ Wu3E4 E l , Yt - - J CR3ssrlEe RGaG RA_
s'+p SIDEWALK WE tlYPFl AL urinER C LISFic} OURFACIM TOP CGUR,SE
ICLLct1r MH SIDEWALK 10 t5x IJflOn P(1vCFOft
SLOPE �Vp WITH RAISED EDGE iUNLESSRr-YPI LU%I WANED tiY
lr2' H. rTYPI GVrT Ff R] TYPI{'JIL u%OAR ALL CURa,
4N! cUTTE. a anEWAex CSTC UNDER
7_VS t y Fart CURB DE -TAILS Cu-"A RMJFTMTP fteTH 9CSSOR
1.51E MATCH E10STWG ROADWAYCRUStED RO
p`. SEE S[O PLAN 1A1 Lr
SASS, W111CHEVER I$ GREATER CM. FOR
ALL GU" {GUrrj
T TOPO COW-R E r SURFACr
sePnF cGFxreETs slmFAce
=-p• sreEWxR
ADJACENT TO CURB r MIN
11T ON} R. CrYP j
RCiI DING FDR CURD DPNL5
? k I tSR 9EE STD PLAN 101
d
05EDGE OR PEDESTRM 5t� �; �' ,: �'%••�'��
RULWG � •
FOR WRBGETARS ADJACENT TD CURS
UARFUER-SEE &DEWA11[ SEE 519 %JVQ tpi {STEEP Fh15LDPEd]
CONTRACT ikAHS ALL ORGAMIER
r� I Ill" IIN) R rrYP.)
FLUSH ` I SLDESVAIX
� 1.71
•.:."tiK -S•_. .:ray■: r:r'1`'""Y' ,re MR.
•�c rt lr�1-WALL- F �•;.!''���
Ss:Ene7M r
3WVZ PPJJJOLnED ~
JtlENi feJFTt , pNy
ADJACENTT0 CURS AND RAILING OR WALL PAET,101>SED
JdN7 FILLE R
MR 4[>E BIl>:FTR STRIP
TURYT 311UEWALK SIDEWALK ADJACENT TO WALL DETAIL
L 'ENOTE$N
BlDEWALK -IRA R
5EGY IOIy5 . 1 pw I
!.S!L Fart CURB CETAHS `
1 SIG k4N. SEE STp PLAN 141
♦;ter r..
eROCYMEB Fuasll
1at•_i�
OR RtATGHEXFSirNG
. er
ihl
'-L
TE,
RaWfjYE[ED PEPoMETER
FINISHED GP404 Y,1 `NjjQ$bLJI)POF CONCRETE
SURFACE Ftlit PIAHi]HU -FLUsk IF PAVED
'
�
■
CLMEM CONGRETFCURG
ADJACENT TO BUFFER STRIP
1�.�
l�✓ /� � k
[GlAta u+3]GUrtER snout
S
SEEFOR sraPlhmtrACURB
SEE 8T8 P Wq 4PY
r www TO Trr
NOTES p
1. Four root yr the Giduwalk width shah /f
by The mintrrtum edesbian
P Z `�� N91DEWAL1c Orxti *i'r
at=sslWe rwlre =.xl free of venlcal
and harizontat obsuucnons. Grodrl %
Access Covens. Juncgon Bomm. GURDARL SIDEWAALLK(str�ePlµ��Ij
Cable Vauils. Pup Saxes and ether • ,
appurleAwsms Willi In the Wdswatk aS C CONTRACTION JOINT
must to llv3h M1h 5urtop9, and malch
grade al the aldewalk JOINT AND FINISH
DETAIL , . + ♦ +}x•
7. Moncli me Cement Ccmcr[SC Curb and ` •r ' �A •�
Wewatk is net permitted In nrx Far ether referenced NOTES see 9
constmmicn. When repl")w-ern work STD PLAN 1104.2-
nevmlidSus • klonellthIc Cement MpLaE
Cuna[ne cul butld Re, WPRE
50QT PRIT rALFIt
Standard Plen F-30.10-03. Paved Surfaces mull oan'oy with jOINTE FULL-6EPT#I
3. Commie to he 4.01% PSI, S TO N 102.1 2a applicable,
1EXPANSION JOINT
STD- PLAN - 102
t PUBLIC WORKS EMENT CONCIRETE ff -�f'E:I `] - ; 1 DEPARTMENT SIDEWALK
'r'flrlL,r►11 {"3-A ICie, L
TRUCK APRON
MATCH TRUCK
APRON SLOPE
1 /2" R -
TRUCK APRON- \
N TS i
0
®
Q
5
CIVIL CONSTRUCTION PERMIT COMMENTS
NAVIX
12.07.23
JET
SURVEYED:
Z.NALL
SCALE:
4
CIVIL CONSTRUCTION PERMIT COMMENTS
NAVIX
10.20.23
JET
DESIGNED:
N/D.RIDDLE
3
CIVIL CONSTRUCTION PERMIT APPLICATION
NAVIX
06.02.23
JET
2
SITE PLAN REVIEW RESUBMITTAL
NAVIX
03.03.23
JET
DRAWN:
DAWN:
J.GREEN D.RIDDLE
ONE INCH
1
INITIAL SITE PLAN REVIEW SUBMITTAL
NAVIX
02.10.23
JET
CHECKED: J.TAFLIN J.GREEN
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
APPR
APPROVED: J. TAFLI N
PUBLIC SIDEWALKS TO BE CONSTRUCTED
WITH 4,000 PSI CONCRETE.
PRIVATE SIDEWALK TO BE CONSTRUCTED
WITH 3,000 PSI CONCRETE.
10" 1'-0"
FACE OF
CURB
T 1 /2" R
ROUNDABOUT LANE
MATCH ROUNDABOUT
LANE CROSS SLOPE
1 /2" R
ROUNDABOUT LANE
ROLLED CURB
PER WSDOT STANDARD PLAN F-10.12-01
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
N TS
CITY OF
RENTON
Planning/Building/Public Works Dept.
NAVIX
SITE I CIVIL
11235 s.e. 6th street I suite 150
bellevue, wa 98004
t: 425.453.9501 1 f: 425-453-8208
www.navixeng.com
�N,I ZABE?'
OF WAShrt�G
�ssIONAL E���
/2/07/ZQZ3
R-426812
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
/ram
00
N
40
1
N
w
L7 J
LO
M
O
O
O
1
N
W
yqi 12/20/2023
WEST77 PARTNERS
LIVAWAY HOTEL
PARK AVENUE NORTH
RENTON, WA 98057
SITE DETAILS
i
DATE:
12.07.2023
FIELDBOOK:
PAGE:
DRAWING NO:
C-1.3
W
SHEET: OF:
12 41