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CONSTRUCTION NOTES AND DETAILS
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11
MEDICINE - VALLEY MEDICAL
UW CENTER
TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS Ic
22. Drainage outlets (stub -outs) shall be provided for each individual lot, except for
Irface Water Standard Plan Notes and Example of Construction those lots approved for infiltration by the City. Stub -outs shall conform to the
Iquence following:
a. Each outlet shall be suitably located at the lowest elevation on the lot, so as to NOTES
4'-0•MIN - A 4'-0"MIN - A
rface Water Standard Plan Notes service all future roof downspouts and footing drains driveways yard drains SEE CONTRACT PLANS SEE CONTRACT PLANS t At marked Crosswalks, the connection between the landing and the
7 3r3' EXPANSIONS
EE
PEDESTRIAN CURS - 315" JOINT
EXPANSION
JOINT (TYP SEE NOTE 9 JOINT (TYP) -SEE PEDESTRIAN CURB - roadway must be contained within the width Of the crosswalk markings
and any other surface or subsurface drains necessary to render the lots suitable STANDARD f•UNFSTANDARD PLAN F-]0.10 SEE ROTES 2 Where 'GRADE BREAK is called out, the entire length of the grade
1. These notes shall appear on projects far the surface water utility. ANDING LANDROG
p� p j' for their intended use. Each outlet shall have free -flowing, positive drai nage to break between the two adjacent surface planes shall be flush.
an approved stormwater conveyance system or to an approved outfail location, B BIDEWAtK 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte-
2. Before any construction or development activity occurs, a pre -construction meeting CURB AND GUTTER * A C nonces on any part Of the Curb Ramp or Landing, or in the Depressed
f SIDEWALK Curb and Gutter where the Landing Connects to the roadway.
must be held between the City of Renton plan review section and the applicant. b Outlets an each lot shall be located with alive -foot -high 2" x 4" stake marked I 4. See Contract Plans for the curb design specified. See Standard Plan
r _ _ - F-10A2 for Curb, Curb and Gutter, Depressed Curti and Gutter. and
"storm" or "drain". The stub -out shall extend above surface level, be visible, and CL,RCURB AND GUTTER Pedestrian Curb details.
3. All design and construction shall be in accordance with the Renton Municipal Code CURB RAMP CURB RAMP 5. See Standard Plan F-30-10 for Cement Concrete Sidewalk Details.
be secured to the stake. � 4' . a° MIN - SE BT,i, ilw RPuw sus oAGE See Contract Plans for w d[h and placement of sidewalk
(RMC), the latest edition of the Standard Specifications for Road, Bridge and SEE CONTRACT PLANS DETECTABLE WARNING SURFACE- P
SEES .AR. PLAN F•E.10 SEE CONTRACT P.; 1 $. The Bid Item "Cement Concrete Curb Ram T _ does not Municipal Construction prepared try WSilQT and the American Public Works FACE OF CURB 7EpRESSSDCURB AND G Tf7ER FRCE OF CURB @ DEPRESSED CURB RAND GUTTER the adjacent Curb, Curb and Gutter, Depressedurb and Gutter.
Association (APWA), as amended by the City of Renton Public Works Department. It c. Pipe material shall conform to underdrain specifications described in Chapter 4 of CROSSWALK CR0881NALK Pedestrian Curb, or Sidewalks.
shall be the sole responsibility of the applicant and the professional civil engineer to the Surface Water Design Manual and, if non-metallic, the pipe shall be placed in7 The Curb Ramp length is notrequired to exceed 75 feet (unless otherwise
x shown in the Contract Plans). When applying the 15-foot max length,
correct any error, omission or variation from the above requirements found in this a trench with a tracing wire above or other acceptable detection. PLAN VIEW DETECTABLE WARNING SURFACE- PLAN VIEW the running slope of the curb ramp Is allowed tD exceed 8.3%. Use asirlgle
TYPE PARALLEL A SEE STANDARD PLAN FJ3.10 TYPE PARALLEL B constant slope from bottom of ramp to top of ramp to match Into the Sidewalk
plans, all corrections shall be at no additional cost to the City. r a -vMrN over a horizontal distance of 15 feel Do not include abutting landings) in
d, Private drainage easements are required for drainage systems designed to SEECOfRR_TplMLS GNADE BREAK the15-foot may. measurement When a ramp is constructed on a radius, the
convey flows through individual lots- a 15-foot max length is measured on tl� Inside radius atong the back of the
4. Approval of this road, grading, parking and drainage plan does not constitute an Y 9 o p CONTRACTION JOINT MP SEE STANDARD PLANF-$0.1 a stoPE walkway.
FOR CURB RAMP LENGTHS GREATER THAN 9 - O"PROVIDE COUNTER TOP OF
approval of any other construction (e.g. domestic water conveyance, sewer CONTRACTION JOINT EIIUAtlY SPACED a' - 0' MIN OC * f500°k - RGADMV 8. Curb Ramps and Landings shall receive a broom finish See Standard
conveyance gas electrical. etc.)The surface water drainage system shall be e. The applicant/contractor is responsible for coordinating the locations of all stub- Specifications CuTb a
r + 4.
w DEPRESSED CURB AND GUTTER - B. Pedestrian Curb maybe omitted d me ground surface at the back of ilia
constructed according to the approved plans, which are an file in with the City. Any out conveyance lines with respect t0 other utilities (e.g. power, gas telephone CEMENT CONCRETE PEDESTRIAN LANDING SEE STANDARD PLAN F•10A 2 Curb Ramp andlor Landing will be at the same elevabon as the Curb
+ r r CURB - SEE NOTE B a AND NOTE B Ramp or Landing and there will be no material to retain
deviation from the approved plans will require written approval from the City of television). SECTION I p I q-p N11N 15 SE MAX. [TYP.] LEGEND
Renton Public Works Department, Surface Water Utility Section. �J BEEC rRR�rPwNs SEE "°FE 7 SLOPE IN EITHER DIRECTION
f. All individual stub -outs shall be privately owned and maintained by the lot home 15-0' MAX ITYPI 4'-G'MIN 15'-D' MAX fTrP) GRADE BREAK SIDEWALK k 1.5% OR FLATTER RECOMMENDED FOR
5. A copy of these approved plans must be on the jab site wherever construction is in owner,
SEE NOTE 7 CONTRACT PLANS SEE NOTE 7 GRADE BREAK _. DESIGMTORMWORK ^ MAX )
progress. SIDEWALK GRACE BREAK k - ~~ * A OR FLATTER RECOMMENDED FOR OESIGN7 FOR
GRADE BREAK FORMWORK (S 393 MAX) -SEE NOTE 7
g. Storm drainage pipe systems shall not penetrate building foundations, except for *�� **� CURB RAMP
6. Grading activities (site alteration) are limited to the hours of 7 a.m. to 7 p.m. sum urn discharge lines used to drain crawls aces provided the sum pumpPEDESTRIAN CURB- 3B (IN)EKPANSIOHJOINT[TYPS- TT
p pump spaces, p SEE HOTS 9 LANDING 1 SEE STANDARD PLAN F]0.10-
Monday through Saturday and no work on Sunday is allowed, unless otherwise system includes backflow prevention or a check valve- = CURB RAMP
approved with a written decision by the City of Renton. CURB uNDING
3i8- EXPANSION JOINT [TYP i - 1 SECTION
SEE STANDARD PLAN F-M.Ia
7. It shall be the applicant's/contractor's responsibility to obtain all construction 23. All disturbed pervious areas (compacted, graded, landscaped, etc.) of the SECTION [ALONG I NSIDE RADIUS AT BACK OF VAAUKWAV)
B
easements necessary before initiating off -site work. Easements require City review development site must demonstrate one of the following: The existing duff layer iALOf4G INSIDE RADIUS AT BACK OF WALK4MkY) "CEMENT CONCRETE CURB RAMP TYPE
shall be staged and redistributed to maintain the moisture capacity of the soil, OR; PARALLELS- PAY LIMIT- SEE NOTE 8 A
and approval prior to construction. 'CEMENT GONGRETE CURB RAMP TYPE
Amended sail shall be added to maintain the moisture capacity. PARALLEL A' PAY LIMIT SEE NOTE$
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 meet all requirements 24• Proof of liability insurance shall be submitted to the City prior to construction permit
of Chapter 4 of the Surface Water Design Manual are submitted to the City of issuance.
Renton.
25. Issuance of the building or construction permits by the City of Renton does not
9. Datum shall be NAVD 88 unless otherwise approved by the City of Renton. relieve the owner of the continuing legal obligation and/or liability connected with
Reference benchmark and elevations are noted on the cans. storm surface water disposition. Further, the City of Renton does not accept any ISOMETRIC wow
p TYPE PARALLEL A PAY LIMIT
obligation for the proper functioning and maintenance of the system provided during
10. Any dewatering system necessary for the construction of stormwater facilities must construction.
b b 'tt d t th C' f d I
ISOMETRIC VIEW
TYPE PARALLEL B PAY LIMIT
PARALLEL CURB RAMP
STANDARD PLAN F-40.12-03E SHEET I OF 1 SHET
APPROVED FOR PUBLICATIO"
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WmhlnfP•^ �� M NTrema.,rax.n
e su col e o e Ity or review an approva . NOTES
A CURB RAMP WilTH 4' - T MIN LANDING TO MATCH A
26. The Contractor shall be responsible for providing adequate safeguard, safety CURB RAMP WOTH - SEE CONTRACT PLANSLANOCURfl RAMTCM CURB RAMP
P W DTH 4'- B' MINI Al marked crosswalks, tree connection between the curb ramp and the rplad-
11. All utility trenches and roadway subgrade shall be backfil led and compacted to devices, protective equipment, flaggers, and any other needed actions to protect the LANDING PT- "SEE To COONTRACT PLANS way must be contained within the width of the crosswalk markings
95 percent density, standard proctor, life, health, and safety of the public, and to protect property in connection with the LANDING GRADE BREAK CURB RAMP 2 Vetere "GRADE BREAH"!s called plan the entire length of the grade oak
GRADE BREAK betwean the two ad Iacent surface PI nes sh II be flush
GRADE BREAK SEE CONTRACT PLANS - CEMENT CONCRETE
SEE CONTRACT PLANS -
4-
0• MIN.
TRAC Da not lace Gratings, Junction IiDxeS Access Covers Or other a urten-
slpEyyALK -SEE NOTE 5 3 P n9 Pp
12. Open cutting of existing roadways for non -franchised utility or storm drainage work performance of work. An work within the traveled right-of-way that may interrupt ° """ antes on any part of the Curb Ramp or Landing, or in front of the Curb
1" g g Y utility g p Y g y Y f' PROVIDE SMOOTH TRANSITION Ramp where it Connects t0 the roadway
is not allowed unless specifically approved by the City of Renton and noted on these normal traffic flow shall require a traffic control plan approve by the Public Works SIDE CEMENT CONCEE RETE ! (TYPTO$IDEWALK WDT" BEEGOfJiRACTPLANB- �;BEEGDNIRAGT 4 Sag CantrauTPlansfor the cub designspecifed. Sao StandaTdPlan
* r - 0' MAN PLANS - 4• - T MIN F-10.12 far Curb, Curb and Gutter, Depressed Curb and Gutter. and
approved tans. An open cut shall be restored in accordance with the City of pp p y p tY Department, Transportation Systems Division. All sections Of the WSDOT Standard L$'EXPANSIGN BUFFERVNDTH - MATCH Pedestrian Curb details
FLARE (T'rP } JOINT (TYP., - SEE TO CURB RAMP DEPTH
Renton trench restoration standards. Specifications 1-07-23 Traffic Control shall apply. I w 5 See Standard Plan F-30.10 for Cement Concrete Sidewalk Detads See
3!g' EXPANSION I CURB RAMP STANDARD PLAN F-]0.70 mp ))
JOINT (TYP.) -SEE ( Contract Plans for width and placement of sidewalk
STANDARD PLAN F-20.10 GRADE w r 6. The Bid Item "Cement Concrete Curb Ramp Type _" does no[ include the
13. All sedimentation/erosion facilities must be in operation prior to clearing and building 27, Project located within the aquifer protection area (APA) shall comply with Special BREAK PRESENT
OR
BACK
c BUFFER, F
GRADE BREAK PRESENT. DR TO BACK OF CURB [TYP y - '+ adjacent Curb- Curb and Gutter, Depressed Curb and Gutter, Pedestrian
construction and the must be satisfactorily maintained until construction is �::;;;: SEEGDNTRACTPLNNS » .• •-_; " Curb,orSdewalks
7 Y Y Requirement #6 of the Water design Manual and Aquifer Protection * * * imill€:•I. �� �;:' •.�'
completed and the potential for on -site erosion has passed. Regulations (RMC 4-3-050). CURB. OR CURB CEMBHT CONCRETE T The Curb Ramp length IS not required to exceed 15 feet (unless Shown
i P! applying 1 f max. length.
AND GUTTER - _ _ _ _ _ CURB. OR CURB PEDESTRIAN CURB - otherwise n the Contract ins). When app y rig the 15-loot a .
SEE NOTE a - - - - AND GUTTER - SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a
DETECTABLE WARNING SURCACC - SEE NOTE 4 B single constant Slope from bottom Of ramp t0 top of ramp to match Into
14. All retention/detention facilities must be installed and In operation prior to or in SEE STANDARD PLAN Fis DETECTABLE WARNING SURFACE - the landing over a honzontal dAstanca of 15 feet. Da not Include the
FACE OF CURE SEE STANDARD PLAN F-46-10
FACE OF CURB abutting landing in the 15-fool max. measurement
conjunction with all construction activity unless otherwise approved by the Public MEASURED PARALLEL DEPRESSED CURB AND GUTTER - DEPRESSED CURS AND GUTTER 8. CUrO Ramps and Landings shall race ire a broom knish. See Standard
Works Department, Surface Water Utility Section. TG CURB cop., CROSSWALK SEE NOTE" CROSSWALK Specifications 8-14.
W L L 0 Pedestrian Curb may be omitted it the ground surFace at the back of the
15, All pipe and appurtenances shall be laid on a properly prepared foundation in o Curb Ramp andlor Landing will be at the same elevation as the Curb
p P Pp P p y p p Ramp or Landing and there will not be material to retain
1� CONTRACT]GN JOINT {lYP) - SEE STANDARD PLAN Fall-10
accordance with the current State of Washington Standard Specification for Road = FOR CURB RAMP LENGTHS GREATER THAN - PROVIDE
PLAg necessary 9 T TYPE PERPENDICULAR LAR A EW CONTRACTION JOINT Eq ALLY SPACED d' - 0 MIN OC TYPE PERPENDICULAR B LEGEND
and Bridge Construction. This shall include necessa leveling of the trench bottom
m DETECTABLE WARNING SURFACE - (SHOWN MATH BUFFER)
or the top of the foundation material, as well as placement and compaction of 3" COMPACTED DEPTH HMA PAVEMENT SEE STANDARD PLAN"5.10 - SLOPE ITN ErrHER DIRECTION
required bedding material, to uniform grade so that the entire length of the pipe will a Cr MIN 15'-(r MAX. GRADE BREAK * 50R FETTER RECOMMENDED FOR
DESIGNlFORM WORK (2% MAK. )
be supported on a uniformly dense, unyielding base. All pipe bedding shall be APWA SLOPE TREATMENT- SEE CONTRACT PLANS SEE NOTE7 COUNTERSLOPE-
SEE STANDARD PLAN F70.10 GRADE BREAK 5 ° MAX
7 5% OR FLATTER RECOMMENDED FOR
Class "C", with the exception of PVC pipe. 8" COMPACTED DEPTH CRUSHED * * DESIGN F LATTER R �SMACOM MAX )
SURFACING BASE COURSE (CSBC) TOP OF ROADWAY * B5k OR FLATTER RECOMMENDED FOR
DESIGNIFORMVUORK (10% MAX) _ .i„
16.
sir
Steel pipe shall be aluminized, or galvanized with asphalt treatment #1 or better
LANDING
CURD RAMP
inside and outside.
DEPRESSED CURB AND GUTTER -
"���JJJ SFr STANDARD PLAN F-10-12
SECTION f A ]
17.
All drainage structures, such as catch basins and manholes shall have solid locking
lid All dr In t r a t d with rm n nt r t ntI njd t ntI n f IIIco O
CfiMEM CONCRETE
CEMENT CONCRETE CURB RAMP TYPE CEMENT CONCRETE GIRS RAMP TYPE
PERPENOICULAR•A- PAY UMrT - SEE NOTE PERPENDICULAR W PAY LIMIT - SEE NOTE$
- a age UL U e5 SSQCia a ape ty
O ° O
000 O °
°
PEDESTRIANCURB-
SEE NOTE
shall have solid locking lids.
o ° o
°
o °'� o
° °
T UE
0 O O 00 O
°o
O 40 0 O 0 O ° °
0 °o oo L�°oo
SEE STANDARD PLAN FAISA0ACE
18.
Building and other structures shall be placed in accordance with Table 4.1 Easement
O o 00 0,30 ° o°
°a°
Widths and Building Setbacks Lines.
° 0,0
0 0 00 OOO
00Q o 0° °O °
O G. O O o 0
]'R. TYP DEPRESSED CURB ANDGUTTER -
SEE NOTE a
19.
All catch basin grates shall be depressed 0.10 feet below pavement level.
o
CEMENT CONCRETE CURB
AND GUTTER - SEE NOTE 4
20,
Ali driveway culverts located within City of Renton right-of-way shall be of sufficient
_
��
ISOMETRIC VIEW
length to provide a minimum 3:1 slope from the edge of the driveway to the bottom
CURB RADIUS DETAIL t B i TYPE PERPENDICULAR A PAY LIMIT
��
of the ditch. Rock for erosion protection of roadside ditches, where required, shall be
COMPACTED BASE 1
of sound quarry rock placed to a depth of one (1) foot and must meet the following
MATCH EXISTING ASPHALT THICKNESS
specifications:
BUT NO LESS THAN 8" COMPACTED
4 - 8 inch rock 140 - 700/c passing;
DEPTH HMA PAVEMENT
less han 2'inch oak;10°- 20%
ON -SITE PRIVATE ROAD PAVEMENT SECTION
(2;; LIFT OVER 6" LIFT)
passing.
6 COMPACTED DEPTH CRUSHED
21.
All building downspouts and footing drains shall be connected to the storm drainage
NOT TO SCALE
SURFACING BASE COURSE (CSBC)
system, unless approved by the City plan reviewer or Surface Water Utility Section.
An accurately dimensioned, certified as -built drawing of this drainage system will be
submitted to the City upon completion.
C 0000 0 0
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
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24661
s�' STE ���
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COMPACTED BASE
PUBLIC ROW PAVEMENT SECTION
NOT TO SCALE
SURVEYED:
DESIGNED:
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DRAWN: ZTW
1 REVISED PER ASBUILT DRAWINGS ZTW 2 16 20 ZTW CHECKED
NO. REVISION BY DATE APPR APPRmD:
AS
ISOMETRIC VIEW
TYPE PERPENDICULAR S PAY LIMIT
PAVEMENT WIDTH
1
e 01
ode
g�'F�ONA1, e.�G
PERPENDICULAR
CURB RAMP
STANDARD PLAN F-40.15-03
SHEET 1 OF 1 SHEET
APPROVED
�� FOR PUBLICATION
e.� ossxu rrw 'II. .•
1W wp.hkg%. son v.pwMyni d rv,i.w.raNen
C�.
POST 8' - 10' ON -CENTER POST
TREE PROTECTION DETAIL
NOT TO SCALE
TYI
OF
o" I,," RAIN
r_l�Jl�.r_11I
ZED STEEL POST
EXISTING GRADE
COMPACTED OR
EXISTING SUBGRADE
ON -SITE EXTRUDED CEMENT CONCRETE CURB DETAIL
NOT TO SCALE
IT
rMIL CURB RAMP, LANDING CUT-
MIN.A 100r 240' THROUGH OR WALKWAY
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a 0.w -
D C DAY DSo'
D O.♦t 1 40' BACK OF CURB -
TRUNCATED DOZE E 0.2' 0.2' SEE NOTE 2
SECTION O
SEE STANDARD SPECIFICATIONS
FOR COLOR OF SURFACE
TRUNCATED DOME DETAILS /
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NOTES L1J
1 The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp
DETECTABLE WARNING landing, or other roadway entrance as applicable. Exception. If the Manufacturer of
RWSI SUFACE (D- the DWS requires a concrete border around the DWS. a Variance of up to 2 Inches
SEE NOTE 3 On each side of the DWS is permitted
CURB AND GUTTER �JY.
I UNI DING, Cl
WALKWAY
1 ¢ DETECTABLE WARNING SURFACE DETAIL
LANDING O mOFFSET
CURB RAMP •.. SEE NOTE B
MOTH OF LANDING
WALKWAY WALKWAY
O
2
The Detectable Warning Surface (DWS) shall be placed at the back of orb. with the
two leading comers of the DWS panel placed adjacent to the back of the curb, and
with no more than a 2 inch gap between the DWS and the back of the curb measured
2 - D" MIN -
at the center of the DWS panel Exception If the Manufacturer of the selected DWS
TYP OF ALL
APPLICATIONS
requires a concrete border around the DWS, a variance of up to 2 inches from the
back of the curb is permitted (measured at the leading comers of the DWS panel)
3
The rows of truncated domes shall be aligned to be perpendicular to the grade
break at the back of curb
4
The rows of truncated domes shall be aligned to be parallel t0 the direction of travel
IF CURB RAMP
)UGH OR 5
It curb and gutter are not present, such as a shared -use path connection, the
z
Detectable Warning Surface shall be placed at the pavement edge
O
6
See Standard Plana for sidewalk and Curb ramp details
7
If a curb ramp is required, Me location of the Detectable Warning Surface must be at
the bottom of the ramp and within the required distance from the rail
8
When the grade break between the curb ramp and the landing is less than or equal to
U
5 R from the back of Curb at all points place the Detectable Warning Surface on the
vwtxWlAr
WALKWAY
THUTH OF CUT- bottom of the curb ramp directly above the grade break
w
THROUGH fiYP)
w DETECTABLE WARNING
SURFACE ftriVSl -
- SEE NOTE 4
CURB RAMP
NADTH OF Cur -THROUGH
MP)
' ^
V J
2 BACK OF CURB
a
DIRECTION CURB RAMP
FLARE
;.. •;;
FLARE
-D•ANNSINGLE
LJ_I
m (GRADE BREAK BETWEEN CURB AND
LANDING s S FT FROM BACK OF CURB)(SEE
NOTE S)
LgppD,G
OF
BACK OF CURB -
SEE NOTE 2
DETECTABLE WARNINGBLE
SURFACE (DINS) -CE
SEE NOTE ]
WARNING
(TYP)DIRECTION
NOTE ]BACK
TRAVEL
WIDTH OF CURB RAMPCURB
PY.EE
OF CURB -
RAMP O
-
SEENOTE 2
MOTH OF
PERPENDICULAR CURB RAMP
Q
WALKWAY
..
X.
WALKWAY
(SEE NOTE B)
r • o MIN
Z
•�f'
WIDTH G CURB RAMP DETECTABLE WARNING
LANDING, OR WALKWAY SURFACE(TYP)-��
SEE NOTE ]
ISLAND CUT -THROUGH
S} EA,IB
- - DETECTABLE WARNING
t- SURFACE (OWS) -SEE
NOTE ]TT
BACK OF CURB -
SEE NOTE 2
SINGLE DIRECTION CURB RAMP DETECTABLE WARNING
(GRADE BREAK BETWEEN CURB AND SURFACE (DWS)-
LANDING > 5 FT FROM BACK OF CURB) SEE NOTES 4 6 7
(SEE NOTE SI
CURB RAMP ` CURB RAMP
WALKWAY , LANDING 1 r SWAY
BACK OF CURB -� SURFACE ILDWSRSEE NOTE 3
SEE NOTE 2 WIDTH OF
PARALLEL CURB RAMP
(SEE NOTE 0)
I. 18" .�
ON -SITE CURB AND GUTTER
NOT TO SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
%R3
CITY OF-
RENTON
Nklov
Planning/Building/Public Works Dept.
Z
RAILk_i. It
� h
PATH OR
WALKWAY
PEDESTRIAN RAILROAD CROSSING
Z SEE NOTE 2 - MEDIAN CUT -THROUGH I
$
b Zr WIDTH OF SHARED- O�� It xecso
Ls 60 QAub 7
r r - USE PATH OR � D/I sTd'
J` \ L
; p:,'iir WALKWAY (TYP) ,,.
yONAL
MOTH OF CUT -THROUGH /dlo• w, ii
SHARED -USE n.i I. i�.�a •, rk
(TYP) --- PATH OR
WALKWAY DETECTABLE WARNING
ROUNDABOUT SPLITTER SURFACE
ISLAND PAVEMENT SHOULDER tJ
EDGE STANDARD PLAN F-45.10-02 _
SHEET 1 OF I SHEET LL
DETECTABLE WARNING APPROVED FOR PUBLICATION
SURFACE
SEE NOTES 4 8 5
sr.te orsmx rxairErn
PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION wo hMy w Rob o.oe .no w d T wopwMlon
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R-3991 13
IN COMPLIANCE WITH CITY OF RENTON STANDARDS w
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CONSTRUCTION NOTES AND DETAILS 09/27/19
UW MEDICINE -VALLEY MEDICAL CENTER FlELDBOOK:
PAGE
TALBOT ROAD INTERSECTION UPGRADES DRAWING NO: LLJ
400 SOUTH 43RD STREET
RENTON, WA 98055 SHEET: OF: Q
R14 20