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NOTE:
FACE OF CURB
-a 1? -
_5 1? _1'
12' R I' R. 124
I TOP OF
1?R. ROADWAY
I
1
I o
1
_ r-P
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
-81?-- FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1'.12 1 24
TOP OF
1 far R. ROADWAY
I
b
I
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
3�
_ 5. _ CEMENT CONCRETE
12' R. I.R. SIDEWALK RAMP
VARIES OR LANDING
FROM ;
6'TOO
s-
1
319" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND Lµ DINGS
FACE OF ADJACENT CURB
SEE DEPRESSED Cute DETAIL THIS SHEET
124
TOP OF
T 11' I-R. ROADWAY
r
r
t
b
/
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
_ 6
51? I'
112'R - _ I'R.
FACE OF ADJACENT CURB 1
TOP OF
m ROADWAY
• ► • GUTTER SURFACE
PREMOLDED
JOINT FILLER LE FULL -DEPTH B,M.
EXPANSION JOINT
1 CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES
-
I See standard plain 102 end 101.1 for purD expansion aM mntraaron arm Sparing.
2 Expansion Joint shall be full depth. 3/e' (In.) premolded pint filler
3 Fm Depressed Wmighc Nn ay Curb a Gueer Sedon, See Stallard Plan 104.2
3M. PLAN - 101
DEPARTMENTT1(F:N'I'
UBl.lc MENT CEMENT CONCRETE CURBS
NOTES
1. Not used
2 All used
and landing edges shall be separately farm
3. Utilities structures that must remain are to be made
4 Utilities structures such as Vaults and }unction boar.
Pedestrian Cirrulatlon Route.
5 Drainage appurtenances, such as manholes, catch
An the street or the buffer sthP,
6 Ac ;essible Pedestrian access shall be provided far I
PUBLIC W'Oi'.;. I UTILITY
A e•` DEPARTMEti CEMENT CO
HA(j
mQ' 1z
n Q.
2
Q`
`T/NG ENGXN��
.R(( Lrveeetman, Pubes N'aL. MmNaarab,
FAMOF MOF
I I/r R
CONSTRUCTION NOTES AND DETAILS
11
UW MEDICINE - VALLEY MEDICAL CENTER
TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS
T
PLAN MEW
1A41EANDOMTE-NW FI(T.UO®
N W I®ANe LtlAFldlw r1UA
r 1°Rawaero•
IN CUfT NO1111TIM11-IlarIRQ.IaEa
IN tarty AND 9Mlrstai BDTIIaR
CATCH BRAN-NOTPXLUCW
W C{IRa Alm IHYTiR sa IL9M
SECTION (A _
GENERAL NOTES: '
s � -
i. 1'IFa Ir1lerlt Of tlYs e?eBERrI IBiDa 1h6 FaRI0Y8I �� • .
of the oixb.
2. The Nit*@ anj0ft of the
adpvBnt BldBxl befri
1�nBlwl cart ::� • I ,I I
• 1 I tSCt4ETAIC VIEW
r �
CEMENT CONCRE're CURB 3w• - 101.1
&Mf * PUBLIC WORM Ug"AL1 ATiQN AT PRO D:
�i DEPARTMENT CATCH SABIM JC
a
P RAISEDEDGE DETAIL r-R r
[EYEI IT EXTvla eXrtYa14lt 1aealT�[11BE I•.r T-C ar�p PIe:YOIa(O ADNifurn
17luAA IaPFrFro4tttuoL lLyelb Few TWIr.4 NK�AP144�=
y r-- ` Ia Rsl Ffl Owe oetAIs
r a14R � e.• wI •. -� A%M1arG POFnarAY
• �e' - .. , /aPuaHEP RdCA
r •e` elaawxx oeTAA -TIq TYPICwI urAlDr ae/OHED Sri Y'lno TaI CaVeAC I[9fq
Au cur MP I®awAu nwA, r T r:•.,l a:, -. _•..,.
9A o.ea7 YAM ROBED EDGE IHa.ILsa IOFwIYrtjxNF WIVr,Eo a.
CI m u9P nl Pfah[LR iYP [Aa Ax ML�W
reIrTLII a 4eEYYUK rsTc uhoEP
`?'! rs Far LVlm peTAlLe rwaaaolmorroecr Tl.Wzes vA
eEE Alrp r4Vl lPi TW Eleeflra R]FbIYAv [IaaFVIF4 ra2alf
� Nam~` ALL�QIRa 4NTW �*16 (TA[XtFA fire wrt
_ 1
, FlaHdpl{p GRAPE ,•Alp eeLOW
=-p, }tY OF fXkkAEre aYMaACE
ADLACENF TO CURB. T-e ,•.d IrA
uF wan TTx4
FOR W R fXRA4f
�!� 1 y }SA eaE eln rvAe ul
K
eIDf10E ORF ��T} '
FaRaR. ETa a AOJAGENT►E10"
PINATA-e[[ :7LwrMu.� _ e,r ■
vlr:Rr JaN Aa a T
w f `fi'Nier WeIap
ADAACENT TO CUM Arrp RAILwG OR WALL 1�1111A11m
agelr FTIYR
• oR WIDE ellr=YR atHMF rREATYCHi eAlEewl[ BNFLLYYALIL AWACfHT TD WALL DETAIL
s1oEWA1K WIC ACM Iw
RFC rarA I1wIINR
�I ML H M► , l� Ill TAVILe
il""MrWFOR culax. Ett M
a
eoa"00wMCHH- rIo
1 5 l {7 iR MMOCI [P
Fw 0Gbirt I• NR Molly Tp as CONdIErE
.•cI FDA F1AMe- FLulrPAxD
AOJACENT TOBUFFER STRIP
� E,d � �� eEeelonANw1
NOTES � -
1. AaIe RIYIA111HT FedeEleD rrr • _
ea'wWlA mil ri-v eee al taWWu ^` ,' •. e1 WaEfYllx oAr •.�' A �:
Axe ARAeP[Iul aberlMlpna tTreW- .. .
Clltl VMA. PUN Bfww am l e . - •. - Ia�W AIEEI%N- X at[ P=o Ax f j ~
FFPanMrxKgHH nnh. Thx x rxMx Cr CONTRACTIONJOaiT
Alert be Itlh Weh MrAce. ell HAkl, .T
• .. JCMIIT FI'� FBA�I
MAIL • � ,
7 Merre&d.c Caaam[ Lw,une Curti and
LperwlM a nnad*-reAd In r..r. Fa D01B! releLenced NOTES see
ti uvrrn r Tiara x
MonoY�hc rnrent STD PLASM IN
CprHaHe [ore MWId Par N;DOTFq -
Surldsm Plan F-KI IU4:A Paved sudaees must canary VeM
3
STD PLAN 102 1 es aPPI bie E F11LL'I>FPM
Cmeretaw tr 4,000 FSI
EXPANSION JOINT
PUB11C WORKS CEMENT CONCRETE ' PIAN - 102
DEPARTMENT SIDEWALK f fQ e1117
_EXISTING ASPH/
PAVEMENT
SAWCUT
(SEE NOTE 2)
ARTERIAL STREET MINIMUM
7" HMA (or ACP Class 8)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM I
4" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
NOTES:
1. MUST MATCH EXISTING THICKNESS IF GREATER.
2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
STD. PLAN - 103
a
PUBLIC WORKS CURB AND GUTTER \ gp"
DEPARTMENT REPLACEMENT DETAIL Z
AiE
P.AICHED AIrA
t
A ' 1 p
I COVER I
t
/
COVER PER $Tp PLAN 401 � 1
(SEE NOTE 9)
SEAL WITH AR 4DOO OR APPROVED
EQUAL AND DRY SAND AFTER PPLP-,,N
PATCHING NTS
[%1T90E plAµEIER O
(SEE HOTS 9] ADJUSTMENT PIING AND X SEE NOTE 2
eor101A of FRAME
r A
MORTAR JOINTS) (3/8" MIN.-2' MAX.) ADJUSTMENT RING (I MIN). SEE
SEE NOTE 3 AND SPECIAL PROVISION NOTE 6.
7-05.3(I ).
SECTION A -A
NOTES
1. REMOVE PAVEMENT AND BASE MATERIALS FORA DISTANCE S. CONSTRUCTION AND ADJUSTMENT SHALL BE PERFORMED
WHICH IS E*JALIMD THE DIAMETER OF THE FRAME PLUS ONE ONLY BY A JOURNEYMAN MASON
FOOT IMIN.j. ADJUST CASTING FRAME TO PAVEMENT
SURFACE LASING RISER RINGS AND MORTAR. 6. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE
ACCOMPLISHED WITH ADJUSTMENT RINGS AND MORTAR ONLY
2 REPLACE EXCAVATED MATERIAL WITH A MHBAUM OF 9- OF THE -USEDF SHOO M PROHIBITED.
HIM (LASS }• PG 04-22 (OR TO A DEPTH THAT IS 2' BELOW
THE BOTTOM OF THE UPPER AOJUS7I01ENT RING WHICHEVER T. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
IS GREATER) OR AS APPROVED BY THE ENGINEER, TAPPING UNTIL FRAME RI FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUPFICIE:NT LENGTH.
3. ADJUSTMENT RINGS AND FRAME SMALL BE FULLY BEDDED IN
MORTAR MORTAR SHALL BE ASTM C270 FOR TYPE S. B- ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN
VISIBLE UPON COMPLETION.
A, MORTAR SHALL BE MOPED AND APPLIED PER
MANUFACTURERS DIRECTIONS, 9. X- V-D' MIN. TO 7Ji' MAX. • PER ENGINEER`S INSTRUCTiDN
r PUBLIC WORKS TYPICAL CONSTRUCTION STD. P7 AH - 108
�S DEPARTMENT AND ADJUSTMENT OF
MANHOLE RISERS �1
9A
VARIES- 4S MIN.
LANE LINE
MARKING � SAWCUT AFTER 6ACKFILL
DEPTH OF EXISTING PAVEMENT
2• - 6' HMA EDGE OF PAVEMENT, EpGE
(SEE kOTE 2) I' i' OF CURB & GUTTER. OR
MIN MR4. CENTER OF LANE MARKING
2- HMA (SEE NOTE 2) V CRUSHED SURFACING TOP COURSE
(CSTC) %OU.3-9(3)) PER WSOOT STANDARD
2' SAWCUT AND REMOVE SP_CIFCATIONS, COMPACTED TO 95%
OR PLANE, SEAL WITH MODIFIED PROCTOR
nR-40DDw
CSTC. BANK RUN GRAVEL FOR TRENCH BACKRLL
(9-03.19). GRAVEL BORROW (9-03.14(l)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN 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 A$
ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSOOT STANDARD SPECIFICATIONS
NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED. EXCEPT:
WWOT STANDARD SPECIFICATION 7-06.3(1)B �^ ^� • FOR STORM AND WATER PIPE, PER STD PLAN 220.0
• FOR SANITARY SEWER, PER S1D PLAN 405
TRENCH WIDTH FOR JOINT UTILITY TRENCH, SAND %NTH 95%
PASSING A g4 SIEVE AND LESS THAN 5% PASSING
A k200 SIEVE
NOTES
I WHEN EXISTING PAVEMENT IN A LAMP REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED
TO A PAVEMENT CONOMON INDEX RATING OF 70 OR LESS, THE EXISTING 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 GREATER
2 PRINCIPAL/ MINOR/COLLECTOR. ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS
SHALL BE HMA CL 4' PG 64-•22 AND MATCH EXISTING THICKNESS ANO IN NO CASE LESS THAH 6".
RESIDENTIAL ACCESS STREETS - HMA CL }' PG 54-22 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 OR
SMOULDER, 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 CURBS, THEN THE SIDEWALK AND/OR CURB SHALL K
REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT
5- IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL
BE REPLACED TO MEET ADA STANDARDS.
TYPICAL LONGITUDINAL PATCH 31'B• PL&N - 110.1
PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR I�iI
DEPARTMENT RIGID PAVEMENT WITH OVERLAY I
v
1
INITIAL 2' DEEP SAw(;UT OR CRIND. AND
LIMIT OF FINAL OVERLAY. GRIND AND PAVE
FULL STREET WIDTH OVERLAY REWIRED.
EDGE OF EXISTING PAVEMENT
EDGE OF TRAVELED LANE (EOCE STREE)
VARIES: 4.5' MIN (SEE STD PLAN IIO-1)
CENTER QF ANY MARKED LANE LINE,
PROVIDE NEW CHANNELIZATION AFTER OVERLAY
SECONDARY FOUL DEPTH SAWCUT FOR
P40POSED TRENCH
INITIAL 2" DEEP SAWCUT OR GRIND, AND
OMIT OF FINAL OVERLAY GRIND AND PAVE
FULL STREET WOTH OVERLAY REQUIRED
T
FOR TYPICAL SECTION AND NOTES SEE STANOAP.D PLAN 1tI3.1
PUBLIC WORKS REQUIRED sAMTCUT, GRIND AND 31D. PLAN - 110.2
I ;
DEPARTMENT OVERLAY FOR LONGITUDINAL TRENCHES ic- "-
SPECIAL NOTE
IN MIN MN I MIN
N THE EVENT TRANSVERSE PATCHES EXIST
"THIN TIE AFFECtED STREET, THE LENGTH
I I I
a THE PATCH SHALL BE EXTENDED TO
INCLUDE ANY EXISTING PATCH VATHIN 10
I I
FEET OF THE EDGE OF THE PATCH REOUIRED
M
FOR E NEW CROSSING µD ANY
I I
SUBSEQUENT PATCH EDGE tlIIMN 10 FEET
OF THE EDGE OF THE SECOND PATCH ANDI
I
SO ON UP TO A TOTAL OF 300 FEET
I
- FACE OF GUTTER OR
I
1
EDGE OF PAVEMENT
II
TRAFFIC FLOW
I 1
2' NITA
r
I I
CENTER LINE CH
LANE IINC
2' TO 6' HMA
I I
ram-
6.5' NIN
I' DEPTH OF
PLANING OR SAWLUT AND REMOVE
TVAPIES- 6.5' MIN .
VAi ES �'I
OF EXISTING PAVEMENT
r
NN I MM r1DEPTH
NM I YIN
,,7-7
.
T_
2' SAWCUr AND REMOVE J
OR PLANE. SEAL NINTH
AR-4DDDTI
1' - 6' MN MINA (SEE ROTE 2)
(EACH SIDE)
6' CRUSHED SURFACING TOP COURSE (CSTC)
2' "MA
(9- 03 9(3)) PER WSOOT STANDARD
SPECIFICATIONS. COMPACTED TO 95% MODIFIED
PROCTOR,
SAWCUT AFTER SACKFILL
(EACH SOE)
CSTC. BµK RUN GRAVEL FOR TRENCH BACKNLL
(9-0319). GRAVEL BORROW (9-03.14(1)) PER
WSOOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENDINEER
BASED ON GEOtECH REPORT, COMPACTED TO 95%
moointD PROCTOR
MDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSEp
MOVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09 4)
PLUS AN ALLOWANCE FOR ANY SHORING SHORING. IF
NEEOED, SHALL MEET THE REOUINEMENTS OF WSDOT
�-- PIPE ZONE BEDDING MATERIAL- SEE STANDARD
TANDARD SPECIFICATION 7-00 3(118
PLAN 110.1
TRENCH WIDTH
FOR NOTES, SEE STANDARD PLAN 110.1
TYPICAL TRANSVERSE PATCH FOR
STD, PLAN - no
PUBLIC WORKS
0DEPARTMENT
FLEXIBLE PAVEMENT OR RIGID
PAVEMENT WITH OVERLAY
"'I-r'
lI
SEAL WITH AR 4000 OR APPROVED
EQUAL AND DRY SAND AFTER
PATCHING
PLAN
NTS
A
- DEPTH OF CLASS 'B"
ASPHALT TO BE 2" BELOW
BOTTOM OF THE UPPER
ADJUSTMENT RING OR A
MINIMUM OF 8" WHICHEVER
IS GREATER.
MORTAR JOINT(S) (3/8' MIN.) SEE J
L ADJUSTMENT RING (1" MIN.) OR
NOTE 3 AND SPECIAL PROVISION
BRICKS. SEE NOTE 4.
7-05.3(1).
SECTION
A -A
NOTES
1, REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE
3. ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS,
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR
BRICKS AND FRAME SHALL BE GROUTED
FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE
USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN
4. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE
400.1
ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT
RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE
2 REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF W OF
STAGGERED TO CREATE A RUNNING BOND OR 12 BOND THE
CLASS'B' ASPHALT OR TO A DEPTH THAT IS 2" BELOW THE
USE OF SHIMS IS PROHIBITED.
BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS
GREATER OR AS APPROVED BY THE ENGINEER
STD. PLAN - 400.4
PUBLIC WORKS TYPICAL UTILITY COVER APPRoveb.
DEPARTMENT ADJUSTMENT FOR
PAVEMENT OR OVERLAY
8
DATE
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R-3991 1 6
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS w
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18215 72ND AVENUE SOUTH P�1 wAq�R U
KENT, WA 98032 A, °� , sy��'c o
�P'- ^z S,RVEYED: "�"�NAVD19� CONSTRUCTION NOTES AND DETAILS DATE, / / 2i
(425)251-6222 � _ � IKIPoZDNTAL: HAD ,sB3i,as, os 27 � s
(425)251-8782 FAX I -� a DESIGNED: CITY 0 F
,Rj RENTON UW MEDICINE -VALLEY MEDICAL CENTER PAGE OK:
p�24661�0 ��� °RPWNzM TALBOT ROAD INTERSECTION UPGRADES DRAWING NO:01Sw
CIVIL ENGINEERING, LAND PLANNING, ass/ONALT�E�G\� 1 REVISED PER ASBUILT DRAWINGS ZTW 2 16 2tAPPR
ZTW CHECKED: ATFULLONE NG� DATUM Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET
SURVEYING, ENVIRONMENTAL SERVICES IF NOT ONE INCH
NO. REVISION BY DATE APPROVED SCALE ACCORDINGLY RENTON, WA 98055 SHEET: R17 OF:20 Q
9 22 2020