HomeMy WebLinkAboutR-428307co
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C RAISED EDGE DETAIL SIDEWALK
LEVEL IR' iiTFJ.b S1tllWAUC 1RANSVEASE 1'-Ir i'•ff r(M PREMOLDED.VW7 F13LEJR
trti - n1'1}rL JOWTS To INCLUDE R ISM E77GE rYPicAL
12•rN'rl++ lrml WHERE APPLICAllLE
Raul ING zo'L
i FOR CURB OITTAILS
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SEE FWSEA Ef7GE
,• • d' SIDiSgALK DETAIL - Tk n35HEET �TYpIOµ eNPF7Y » CRUSHED SURFACING TOP COURSE (CSTC}
ALL CUT 9,i,iWAL1( i'At( ILL 951E LrppIF10 PROCTOR
SLOPE 7AIN
vwTHRAIseDEIIGE (UNLESS REQUIRETAENTWANED8Y
ENGINEER]TYPr{.ALLWaTO UNDFA )
r? (rN1 R [TT'Pi G,Tt1'ER& E7DEWAxR [SIC DHDER
FOR CURE DETAILS CURB a OUSTER TO BE ♦'THX>cr 33 OR
SEE STO WEAN 10
I BATCH LrD.4T]NO ROADWAY CRUSHED ROCK
vat r.-.T {tV/ BA9- WHICHEVER IS GREATER 9" FOR
6µ 5r ALL CURB &GUTTER)
F _ `4
1 TOP O COINC ZIPE SURFACE
rqp of W1rCRETE sURFAC11
2-P aJ EwuK
ADJACENT TO CURB I. B, 1, ¢ FAIN
IlrON)R . TTYP 1
RoiH
PIA
FOR CURD OEIAILS
I
�?.�-' } t.'+% SEE OTC PLAN 101
_ .__-. _ F
BWOGE OR PEDFSTRVJR 5�''.ri
.
ADJACENT TO CURB
RAWER -SCE S,nEWALK
FOR cuae DETAILS
SEF SrD PLAN lot (STEEP FILL S(GPESJ
CO-YTRACT PLANS
j•--W N.L CR BA WER
PLUS"
1$'A
- SIDE1Yr11Jt
VERTICAL WALL- •ti-- V ;•j,:,,r
_
SEE DETAIL
2W IIN]PREMRCEP
-.-
JOINT FILLER
ADJACENT TO CUR(3 AND RAILING QR VVAI L
'er ELKS
PFIE7JOLOED
JOINT FriLER
FOR SIDE SIDEWALK rM STRIP
SI LMWALK ADJACENT TO WAIL DETAIL
(511E ROTE 10)
SIMWALK
sIBEWALK
1)7(114R
O'h' 1
FOR CURB DETAILS
tEk '5X MW. SEE Sip PLAN 101
BRDaMEP FINISH
OIR MATCH OC ITTIN12
5
s•rnDF-SMOOTH
qc]
L�
TROWEL® PERMITTER
FINISHpO GRADE 1' pRl BELCH' iOPl]F CONCRETE
SURFACE FOR PL AtrTrNO-FLUSH IV PAVED
f
ADJACENT TO BUFFER STRIP
jd Yj'
ti .ti
�,
jCLJ ft T D GUT ETZ CURB
(Luw1ANDDurrTRSHORNI
FOR CURB DETAILS
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SEE STO PLAN 1B1
! 11W TO 1W
NOTES
1. Four feet of the skit-plk width Shan
minimum pedestrian COMPACTION JO 7 . • • •, E
be the r
P� t� IN SIDEWALK ONLY T
erc@ea7hfe r6,e1@ ww Leo of YcrtlCel ,•R • Rto •�
and horizontal Cowers. JUM L'on B. Gratlngs,
Access zontal Iziru do BgGr FULL-0" 0WANSIOR JOINT IN BOTH • '
Cable Vault, Pull Boxes and other OVfI6 AND SIPETNJILI(6tL STe lkAB 7DL71
a, punoaanom wl:hln the Sldenralk 21W C CONTRACTION JOINT
must be flush wldl Surface, and with
g radio of the sidexrak. JOINT AND FINISH
` DETAJL
2. Monetithl r Cem"T Concrete Curls and f. • '•`'{:'. O':
Sddewalk It not permlued In rlew For other referenced NOTES see 'E R
censtructien. When replacamentwmk Da $TU PLAN 104 2
COM1CrEteCulWldperV5DDT
PaEMCt-DE
Staod■rd Prue F-30.I0-03. Paved Surfaces must Comply with JOINT FILLER
E FULL DEPTH
3. Concrete tobe4,o00PSI, STD PLAN 102-1 as applicable.
EXPANSION JOINT
a PUBLIC WORKS CEMENT CONCRETE PLAN - 102
''I'
DEPARTMENT SIDEWALK � 1I(I?•??� r
Mem IMLLL7
I. ANE 'I LANE 'f LANE
:
I I r
i I r
I
I
}
I
I.
I I rr I
')
INITIAL 2" DEEP SAWCUT OR GRIND., AND
LIMIT OF FINAL OVERLAY. GRIND AND PAVE
I
FULL STREET WIDTH OVERLAY REOUIRED.
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EDGE OF EXISNNG PAVEMENT
Jrr J{ k
EDGE OF TRAVELED LANE (EDGE STRIPE)
f} !
re i .. .. 1:
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J
7 L
VARIES: 4.5' MIN (SEE STD PLAN 110.1)
CENTER OF ANY MARKED LANE LINE,
PROVIDE NEW CHA14NELIZATION
I
AFTER OVERLAY
+ I
SECONOARY FULL DEPTH SAWCUT FOR
d }
PROPOSEIS TRENCH
+
i
i
INITIAL 2" DEEP SAWCUT QR GRIND, AND
1
i
LIMIT OF FINAL OVERLAY. GRIND AND PAVE
FULL STREET WIDTH OVERLAY REQUIRED
O
LANE LANE. LANE
FOR TYPICAL SECTION AND NOTES SEE STANDARD PLAN
110.1
STD. PLAN - 110.2
PU13LIC WORKS
REQUIRED SAWCUT,
GRIND AND
DEPARTMENT
OVERLAY FOR LONGITUDINAL
TREIIICHES
r
EncoMD,ass
r
GTE ENGINEERING SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • Issaquah, WA 98027 - Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. • Cle Elum, WA 98922 - Phone: (509) 674-7433
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r.• Wr, I-, SM M 1AN M PLAN VIEW
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GENtA: UA�11E1i ii� 1�E�IF4■IOr brr Tr'rTl ISM tCJTrLA
SOEWY.. E d1R RAN le]i
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u,"EPEr�F ti5l�El IUA `` _
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t4luriu'1 C6�r1E (E
cure OUT37a
Jul NOTE ]r
TYPE R113 - ISOMETRIC VIEW
(rZESIC)ENTIAG WITH BUFFER)
For NOTES STD PLAN 104.2
. o
STD. PLAIT - 104.3
PUBLIC WORKS CEMENT CDEI+ICRETE DRIVIEVIIAY Pr'Ft ED +
L DEPARTMENT ENTRANCE - TYPE IR1fS f La.r.'ri1JMJIr�_ u�vll
DDCuSign E.rivelope ID: 6EECF5B6.602A4E4A-B436-A317AA638878
FRAME AND VARIED GRATE
•,6,1r,OR2a-
ONE *3 BAR HOOP FOR or HEIGHT
tNCRZMENT (SPACED EQNUALLYI,
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
N3 84R EACH CORNER
x3 BAR EACH SIDE Y'
43 BAR EACH WAY
PRECAST BASE SECTION
#3 BAR HOOP
4313AR EACH
CORNER 1B, MIN
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
GrrKK tlrnrrterman, Peb1kE Wor4] AdminhSrilur
PIPE ALLOWANCES
MAXNaUM
PIPE MATERIAL
INSDE
DIAMETER
REINFORCED OR PLAIN
12.,
CONCRETE
ALL METAL PIPE
l5"
CPSSP',
12'
STD. SPEC 9•P5.N
SOLID WALL PVC,
STD SPEC-StS-1201
15"
PROFILE WALL PVC,
15,
STD. SPEC. 9I15.12(2}
' CORRUGATED POLYETHYLENE STORM
SEWER PIPE
NOTES:
1 AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN
IN THE PRECAST BASE SECTION. FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION
9-45.500)), OR WIRE MESH HAVING A MINIMUM AREA OF
1112 SQUARE INCHES PER FOOT SHALL BE USED WITH
THE MINIMUM REOUIRED RESAR SHOWN IN THE
ALTERNATNE PRECAST BASE SEC71 ON. WIRE MESH
SHALL NOT BE PLACED IN THE KNOCKOUTS AS AN
ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN
THE RECTANGULAR ADJUSTMENT SECTION. WIRE MESH
HAVING A MINIMUM AREA OF (1.12 SQUARE INCHES PER
fOOT MAY BE USED
2. THE KNOCKOUT DIAMETER S HALL NOT HE GREATER
THAN 2d'. KN0CKOLITS SHALL HAVE A WALL TH3CKNFSS
OF 2- MINIMUM TO 2.5- MAXIMUM. PROVIDE A 1.57
MtNIMUM GAP BETWEEN THE KNOCKOUT WALL ANO THE
OUTSIDE OF THE PIPEAFTER THE PIPE IS INSTALLED,
FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-04.3.
3_ THE MAXWUM DEPTH FROM THE FINISHED GRAOE TO
THE LOWEST PIPE INVERT SHALL HE 5 FEET.
4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE
FLANGE DDW N.
5_ THE PRECAST BASE SECTION MAY HAVE A ROUNDED
fL0OR_ AND THE WALLS MAY BE SLOPED AT A RATE OF
, H:24V DR STEEPER,
fi, THE OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BAst SECTION.
7• ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR
NON-$HR INK APPLI CATION$ 9N ACCORDANCE WITH
STANDARD SPECIFICATION 9129.3(2).
8. ALL GRADE RINGS AND CASTINGS SHALL BE SET W
MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 4-04.3. THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND
FRAMES.
9. MORTAR SHALL BE MIRE D AND APPLIED PER
MANUFACTURER'S DIRECTIONS,
1D. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPNG UNTIL FRAME 15 FLUSH W17H PRVE.MENT AS
DETERMINED WITH A STRAIGilT EDGE OF SUFFICIENT
LENGTH
11. ALL MORTAR JOINTS SHALL HE TRIMMED FU51-1 AND
REMAIN VISIBLE LIF'ON COMPLETION_
SM, PLAN - 200.00
PUBLIC WORKS APPIR ED
DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018
Io ua wakx a Jn, niai.io, DATE
PER CITY COMMENTS
SITE PLAN & DRAINAGE PER CITY COMMENTS
REVISION
:45 A
1
MIN
1 VARIES
MIN MIN
f MIN
�zEClal_N_R�
� I I`
IN 111E EVENT TRANSVERSE PATCHES E,CIST
I
W NIN THE AFFECtILD STREET, THE LENGTH
ICI
OF THE PATCH SHALL BE EXTENDED TO
INCLUDE ANY EXISTING PATCH WITHIN M
FEET OF THE EDGE OF THE PATCH RFQUInE6
FOR THE NEW CROSSING AND ANY
SUBSEOUENT PATCH EDGE WITHIN IQ FEET
OF THE EDGE OF THE SECOND PATCH AND
i
{
SO ON UP TO A TOTAL OF 300 FEET.
1
I
I I
TRAFFIC FLOW I
I!
2" HMA +
I )
2' TO V HMA
I I
�I
8.5' MIN.
2" DEPTH OF
PLANING OR
SAWCUT
AND REMOVE
VARIES. 8-5, MIN,
1 1' V 1'
MIN I IMN VARIES I I MIN MIN
2
OR PLANE, SEAL WITH
SAWCUT AND REMOVE
AR - 4000W
(EACH SIDE)
2" HMA
SAWCUT AFTER BACKFILL -
(EACH SIDE)
'MATH OF TRENCH AS OTSTANDARD
REQUIRED BY SIZE CF PROPOSED
PLUSAN ENTAL-L (SEE E FOR 5TANDARD SPECIFICATION 2-09.4)
PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF
WEEDED, SHALL MEET THE REOUIREMENM OF WSDOT
STANDARD SPECIFICATION 7-M.XIl 8
TRENCH ,BOTH
FACE OF GUTTER OR
EOCE OF PAVEMENT
CENTER UNE OR
LANE LINE
DEPTH OF EXISTING PAVEMENT
2" - 5" MIN. (SEE NOTE 2)
5' CRUSHED SURFACING TOP COURSE (CSTC)
(9-03.9(3)) PER WSDOT STANDARD
SPECIFICATIONS, COMPACTED TO 95% MODIFIED
PROC TOIL,
CSTC, SANK RUN GRAVEL. FOR TRENCH BACKFILL
GRAVEL BORROW (9-03.14(1)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINFER
BASED ON CEOTECH REPORT, COMPACTED 7D 95%
MODIFIED PROCTOR.
PIPE ZONE BEDDING. MATERIAL- SEE STANDARD
PLAN 110.1.
FOR NOTES, SEE STANDARD PLAN 110.1
TYPICAL TRANSVERSE PATCH FOR SM. PLAN - liD
PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID i:'
DEPARTMENT
PAVEMENT WITH OVERLAY
DocuSign E.rivelope ID: 6EECF5B6.602A4E4A-B436-A317AA638878
CLEAN SURFACE AND SOTTOM AREA.
PROVIDE UNIFORM CONTACT. THE SURFACE
AREA OF THE BASE SECTION MUST BE
MORTARED TO THE BOTTOM AREA OF THE
ADJUSTMENT SECT[UN
FRAME AND VANED GRATE
ADJUSTMENT SECTION
I �
I �
I I
I I
I
� r
BASE SECTION
SEE NOTE A
NOTES:
I. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT. GUTTER,
DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS C7VEN BY THE ENGINEER TO
MORTAR IN PLACE IN ACCORDANCE WITH WSOOTIAPWA STANDARD SPECIE IGATION 7.05.3.
Z. SHIMS SHALL NOT 9E USED TO SET FRAME TO GRADE THE USE OF SHIM$ IS PROHIBITED,
3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT.
4. ONLY SY APPROVAL OF THE CITY. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Yr SOND.
5_ BASE SECTION SHALL BE SEALED TO THE BOTTOM AREAOF THE ADJUSTMENT SECTION WITH MORTAR-
6- MORTAR SHALL MEET THE RIMUIREMENTS OF WSDOTIAPWA STANDARD SPECIFICATION 9,64.3.
T PICK I LIFTING BOLES ARE TO BE GROUTED WATER TIGHT, USE GROUT TYPE 2 FOR NON•SHRINW APPLICATIONS JN ACCORDANCE WITH STANDARD
SPECIFICATION 9.20.3(2)
E. MORTAR SHALL BE MEXED AND APPLIED PER MANUFACTURER'S DIRECTIONS.
R- FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME iB FLUSH WITH PAVEMENT AE DETERMINED WITH A STRAIGHT EDGE OF
SUFPICI ENT LENGTH.
10. ALL MORTAR JOINTS SWILL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION.
STI7, PLAN - 202.00
PRIPUBLIC WORKS jpsom;
DEPARTMENT CATCH BASIN INSTALLATION GAZ 9/29/2018 1 9
%67ivu;:waIx Jn.......... PATF
CJA
03108124
SURVEYED:
DBM
NEM
08121118
DESIGNED:
SS
DRAWN:
PS
CHECKED:
CA
BY
DATE
AP P R
APPROVED:
CA
SCALE:
1 "=201
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
:45 A
VARIES; 4,5' MIN.
LANE LINE
MARKING
SAWCUT AFTER BACKFILL
DEPTH OF EASTING PAVEMENT
2" - $" HMA
(SEE NOTE 2} 1'
E OF PAVEMENT, EDGE J
EDGE
1' OF CURE & GUTTER, OR
-j
MIN.
MIN. CENTER OF LAME MARKING
2" HMA {SEE NOTE 2}
6" CRUSHED SURFACING TOP COURSE
(CSTC) (9-03.9(3)) PER WSDOT STANDARD
2" SAWCUT AND REMOVESPECIFCATIONS,
COMPACTED TO 95%
OR PLANE, SEAL WITH
MODIFIED PROCTOR
AR-400OW
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 IN WRITING BY ENGINEEI,'
BASED ON GEOTECH REPORT, COMPACTED TO
WIDTH OF TRENCH AS REQUIRED BY SIZE OF
95% MODIFIED PROCTOR.
0
PROPOSED IMPROVEMENT (SEE WSDOT
5TANDARD SPECIFICATION 2-09.4) PLUS AN
PIPE ZONE BEDDING MATERIAL AND COMPAC IION A5
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•-08.3(1)B
• rOR STORM AND WATER PIPE, PER STD PLAN 220.0
FOR SANITARY SEWER, PER STD PLAN 405
TRENCH WIDTH FOR JOINT UTILITY TRENCH, SAND WITH 957.
PASSING A #4 SIEVE AND LESS THAN 5% PASSING
A #200 SIEVE
NOTES:
1. WHEN EXISTING PAVEMENT IN A LANE RECUIRINC A FULL WIDTH REPLACEMENT IS 19ROKEN pR DE7ERICRATED
TO A PAVEMENT CONDITJON INDEX RATING OF 7D 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 54-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6".
RESIDENTIAL ACCESS STREETS - HMA CL }" PG 64-22. THE: THICKNESS SHALL BE THAT OF THE EXISTING
PAVEMENT SECTION AND IN NO CASE LESS THAN 4"-
1 WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, 0LJR9 dr GUTTER OR
SHOULDER, THE AFFECTED LANE SHALL 113E 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 A.NO/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE
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 STD. PLAN 110.1
PUBLIC WORM FOR F'LEXiBLE PAVEMENT OR
DEPARTMENT RIGID PAVEMENT WITH OVERLAY �� l
Know what's beIow.
Call before you dig.
• CITY OF
R EN TON
•
Planning/Building/Public Works Dept.
CN/
0.
N
N
Q
J
R-428307
J
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EHHuy:nh
ENT ENGINEERING
09/27/2024
'V Ji
v i
w
2E
DATE: CD
SIERRA HOMES SHORT PLAT 06/19/2024 =
L U A 2 2- 0 0 0 31 5 FIELDBOOK:
PAGE:
DRAWING NO:
CONSTRUCTION DETAILS I 21706 °LJ
SHEET: 7
OF:10 C40