HomeMy WebLinkAboutR-406818A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
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111-1
� I FACE OF CURB 6" CEMENT CONCRETE
I 12" R. 1" R SIDEWALK RAMP
6 12 VARIES OR LANDING
12"R - - - 1"R 1
w TOO
2.0' MIN. 512" 1" 124 FROM -6
6FROM
EXISTING ASPHALT- NEW CURB
CEMENT CONCRETE PAVEMENT & GUTTER 1 ml TOP 1 NTER
(SEE NOTE 2) 12" R. ROADWAY 318*PJOINEED
(SEE OTOEU3 ER 1 CEMENT CONCRETE
1
BD ITEM (INCLUDES SIDEWALK RAMPS) T PEDESTRIAN CURB
r " AT SIDEWALK RAMPS AND LANDINGS
SAWCUT
CB6R DEPRESSED MONOLITHIC
COPOOM 7F - Clam 6 GLITTER
Z SIDEION1f �j` �� (SEE DETAIL THIS SHEET)
0 �a 3
- - TYPE C2B -ISOMETRIC VIEW
r ) (COMMERCLA WITH BUFFER)
Z
W NOTES L
When a driveway width exceeds 15 fee:, construct a full depth
expansion joint wtth 3B• Jolnt filter along the driveway lane lines FA EGF CURB
- srf DEPREaam tarre DETAE
(SEE NOTE 2) - 1'-61
FACE OF ADJACENT CURB
CEMENT CONCRETE 61r-,'_
TRAFFIC CURB AND GUTTER SEE DEPRESSED CURB DETAIL THIS SHEET
a• 4
EMENT i
ONCREIE • 1:24
xNwALK � a • FACE OF ADJACENT CURB
1 6 1rZ TOP OF
' - - FLUSH WITH GUTTER L 1' 12'R. ROADWAY
PAN AT SIDEWALK 2"
RAMP ENTRANCE -L ---- -
-�A 112 1:24 1
X (see sld. plan 102). Construct expanslon jomn s parallel wHh the assi ; a,� on r!,e sE�Er _ TOP OF - 1' 6" -
DBn',eAlneasre aired of 15 maximum ad when drivewe CONTRAC-ONJDNT _ - 6EE NOTE CEMENTOONCRETE 12'R. ROADWAY 1
w 9 spacing Y eroPLAI RAMP UDH 1zH:ry B CURSaG ER
Wldthse%ceed30'. \ 1TR 70POF SLOPE(TYP.1 (SEE NOTE3) L
b % ROADWAY 3re•CONTRACTIONJaNr(TVP.1 _ DEPRESSED CURB SECTION
2. See std. plan 102 for sidewalk details. - - w L - (SEESro. PLAN ,e21 PUN VIE W u AT RESIDENTIAL DRIVEWAYS ONLY.
w OYPEcasHow(SEENO E9) SIMILAR) ARTERIAL STREET MINIMUM
(SEE NOTE 81 1 FOR COMMERCIAL. DRIVEWAYS SEE STD PLAN 104.2
3. Curb end gutter shown, other curb deslgrts may be specified.
_"• i VARIES
7" HMA (or ACP Class B) - _ 1'- 6" _
see atd.plan tOtfor wrbdetails sEENOTEID, (SEE NOTE 1), OVER
_I &3%MAX SEE NO EaMF 6" CRUSHED ROCK DEPRESSED CURB SECTION FACE OF CURB
4. Not used.
1'-C 1••e' _ 6 12' r
AT SIDEWALK RAMPS
5, The engineer will design all driveways to IrA4ude elevations mild Note 13leverwrLaemlowaLmJLNenN ( - - -
points marked with symbol "X'. All eleva:jons we at the back of JGNOe SwlL 11E P11LL111•STH ,D•MIN ,D MN. 12" R.
DEPRESSED MONOLITHIC CURB 6 ET GUTTER DETAIL CEMENT CONCRETE 1" R.
curb top on uphill aide. SIDEWALK SEEETD. PLAIN
IN JONT (iW.) ���,,,JJJ 37B" 1
Ir RESIDENTIAL STREET MINIMUM I FACE OF ADJACENT CURB 1 TOP OF
SECTION A (SEE STD. PUN 102)
snEwAUK vnOTH
6. Not used. low. DIFFERENCE IN SLOPE MAX W'R(TYP.) 4" HMA (or ACP Class B) `A ROADWAY
7 For Driveway Wfd:hs See DRIVEWAY STANDARDS
DRNEWAYWI RIVE SLOPE (SLOPE SHOWN EXAG(SEE NOTE 1)• OVER GERATED) % , ••►► '•;; • GIJTTERSURFACE t
e,
�1 (See NOTE 10). The expansion Joints (see s+d. plan 102) shall be -1'61 6" CRUSHED ROCK ', e • �'!.'?;Pro '
LL spaced as shown In the corresponding Isometric view. r D • D N DRIVEWAY 10 MN a • r
DRIVEWAY -RELATIVENEcAmSEE RTAR pI eTDPWltg3
SHOWVE SLOPE RATIE
8. Slopes shall comply with sections FW&2.1 or R303.2.2 or - FACE OF ADJACENT CURB SHOWN E%AGGERAlE0) O
PREMOLDED�1 •
R3032.3 of the Revised Draft Guidelines for Accessible Public 1• SECTION a JOINT FILLER t
RigbtsaC--Way afNov®ba 23, 2005 (PROWAO). �. E FULL -DEPTH 1.R B $14" -
O9. Curb returns for any Type C-MAX Driveway may be approved on R = CENIE TGUCONNoRETE NOTES: EXPANSION JOINT 1" R.
a case -by -case basis ✓ ,. su1FADE gs 1 (SEE NOTE3) CEMENT CONCRETE
• =ra �, 1. MUST MATCH EXISTING THICKNESS IF GREATER. TRAFFIC CURB
STREET STANDARDS =Renton Municipal Code (RMC) ` ' P P
TR IV Development Regulations • ' •� C-TR ITRIG 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF
Title CRETE DAMAGED PAVEMENT. DEPRESSED CURB DETAIL
"'L's a PA 'D�1
CHAPTER6STREET AND UTILITY STAN DAADS '• P �� SIDEWALK
Section 4-6-060 STREET STANDARDS DEPRESSED CURB DETAIL 111 - 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
DAT RESIDENTIAL ORCOMAERCIALDRIVEWAYS. ANDALLEYS TYPE C2 -ISOMETRIC VIEW PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN
DRIVEWAY STANDARDS Renton Municipal Code RMC For NOTES am STD. PLAN 1 D4.2
O p ( ) FOR CEMENT CONCRETE CURBS.
Title IV Development Regulatlans Driveway EKample: TYPE C113 GENERAL NOTES:
1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing.
� ^ CHAPTER 4 R=Re,derNd CK7uIn�1aW 2. Expansion joint shall be full depth, 3/S" (In.) premolded joint filler.
\J J CITY-WIDE PROPERTY DEVELOPMENT STANDARDS wnmx of urr, ----
Section IONS PARKING, LOADING AND DRIVEWAY ( 'i u"° fl 3. For Depressed Monolithic Driveway Curb 6 Gutter Section, see Standard Plan 104.2
REGULATIONS 9.Buaer(PleTwkgs,ry) Bar''c.r:oBurtr - - P Y
-- STD. PLAN - 103
M. PLAN - 1042 ��Y o STD. PLAN - 104 n�PUBLIC WORKS CURB AND GUTTER \ PPRO D: • PUBLIC WORKS STD. PLAN - 101
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY GA PUBLIC WORKS CEMENT CONCRETE DRIVEWAY ` +!� ' CEMENT CONCRETE CURBS PPP �T.L
PFPART6IE T ENTRANCES -NOTES AHD DETAILS P �^ DEPARTMENT PPRO D: ,�- $ DEPARTMENT REPLACEMENT DETAIL Z DEPARTMENT
p- ENTRANCE - TYPES C1, C2, fi0 A;E
ANtO C3, and C-MAX If TIT;/
Gregg Zimmerman, Public Works Administrator
Std Plan 104.2 Types C1, C2, C3, Andn C-max City of Renton Std Plan 103.00 City of Renton Std Plan 101.00
Cement Concrete DrivewayEntrance Cement Concrete Driveway Entrance Curb and Gutter Replacement Detail Cement Concrete Curb 4
y P
e• RAISED EDGE DETAIL V-O" s. SIDEWALK
LEVEL ,.l tIr EXIENDSIDEWALKTRANSVERSE 1'- 1'-D' P Wa' ON) PREMGLDED JOINT FILLER
,2'fir'1)R JOINTS TO RAISED EDGE TYPICAL WHERE APRICFBLE
ROV DING 2t�0 j tlJ'(IN1 R. (rvP.J
FOR CURS DETAILS
�ON)R-'
SEE STD FIAN,01
;r.• 1,L•-'.•..�TING
•' �- a
•'RYA _. _ �, CRUSHED R(1CK
SEE RAISED EDGE
1'-v •SIDEWALK DETAIL -THIS SHE LTYPICAI-UNDER CRUSHED SURFACING TOP COURSE(CSTC)
ALL CUT MIN atDEWALK CRUSHED
TO 95% MODIFIED PROCTOR
`LOPE57 WITH RAISED EDGE (UNLESS REOUIREMENT WAIVED BY
CC//// ENGINEER) TYPICAL UNDER ALL cURB,
1R" (IN) R. {TYP.) GUTTER A SIDEWALK CSTC UNDER
_2.0% 'j' FOR CURB DETAILS CURB 6 GUTTER TO BE T THICKNESS OR
SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK
Iy OR ` BASE, WHICHEVER IS GREATER (TYP. FOR
AF�1'c�5` - • • • •• • ALL CURB 4 GUTTER).
FINISHEDGRADEI•p(IN)eELOW
) • 2'-0' SIDEWALK TOP OF CONCRETE ZRIME
ADJACENT TO CURB t• o• 11a• MIN.
ROU DING Itr (IN) R. (TYP.) R CURB -2_.0% 6 1.5X SEE STD PLAN 015
SAWCUT 12" MINIMUM
10" EXISTING EDGE OF ROADWAY ASPHALT INTO ROADWAY ASPHALT BRIDGE OR PEDESTRIAN .�.,t #4's @ 12" O.C.
3" MIN 2 1l2" 12" MIN FROM EXISTING EDGE RAILINGI� �"''' ADJACENT TO CURB°
( ) 5" 2 1/2" FINISH GRADE ) EACH WAY (TYP)
FOR cuRe DETAILS
BARRIER -SEE SIDEWALK SEE STD PLAN101. (STEEPFlLLSLOPES) CONCRETE SLAB
CONTRACT PLANS /-WALL OR BARRIER
1 1/2" R / i 1R•(IN1ROTYP)
FLUSH / I SIDEWALK
VERTICAL WALL- •N •N ,►. 6" • _• _ 8 •
SEE DEFAIL n _ - : ►' lJ
2" 3a' (IN) PREMO DED
JOINT FILLER -
1 I1R a ADJACENT TO CURB AND RAILING OR WALL a
Il PREMOLDED
1" DEEP THRU JOINT ° ° 6" aQDOoO° OD Q��°O O O O FOR SIDE JOINTFlLLER O moo QD o0� o� a°o 000 0 o Oao QD
1"R ooOO�OQD OOQ OQDO TREATMENT SIDEWALK BUFFER SIDEWALK ADJACENT TO WALL DETAIL �QDO Q°��oOoODo�°°�O ��o�Qo o�000�QD� a°o�00�
@ 10' o° o/c a°0000 Doo�o° 0�00° Oi0i0i0i0i ,OiOi;> sl DEWS (SEE NOTE 61r ooOoDDooOQo oOooaQ°0 O°��oODDo�°°OoOoDDoo�aD �Do
oa°o�QD0�0 °oDo �ae �P, FEEG°�DETAILS 0����a°0000OoDDo0�oo0�0�� Qo0�0oa°�a°o00DDo�°°OoOoDDooO
,.SY. 1.eXMIR_ SEE STOPl.AN107 oao Qo O a° OooOoo Dao o00aDOQD o000o Qo0 D a°o
•t
_ \ / OMEDFINISH
OR°MATCH EXISTING
.4 4II II I II II I
J J •/ 04WIDE,SMOOTHCONCRETE PAVEMENTTROWELED PERMETER
FINISHED GRADE 1-(IN) BELOW TOP OF CONCRETE 0EXISTING ASPHALT SURFACE FOR PLANTING -FLUSH IF PAVED Q' Q'
GEMENTCONCRETE CURB
CRUSHED SURFACING BASE COURSE
`a (CURB ANOGUITER SHOWN)
_ _ RE-ESTABLISH DEPTH OF BASE UNDER REMOVED ADJACENT TO BUFFER STRP FOR CURB DETAILS °
a = _ / o t SEE STD PLAN ,D, COMPACT TO 95% MAX DENSITY II
e , ASPHALT PAVEMENT A MINIMUM OF 6 INCHES s'
B BEYOND NEW PAVEMENT SECTION AND IN ANY e„01 SCARIFY AND RECOMPACT TOP 6 OF EXISTING
LOCATIONS BASE COARSE IS EXPOSED. COMPACT < ,a To,r4 SOIL TO 95% MAX DENSITY SOILS ENGINEER
o°�a�8o°Oo�go°�o��o° 8�o°�a�go°�o�go°�o8�o°�a�8o°�o�go°�� _ _ _ _ _ _ _
oo�o�oo�o�oo�o�o �o�oo�o�oo�o�oo�o�oo�o�oo�o�oo� TO 95% MAX DENSITY PER ASTM D 1557 1. Four feet of the sidewalk width Shall ' b� j TO APPROVE EX SUB GRADE PRIOR TO
P IN • � ' • • PLACEMENT OF CONC)
aaessible route (PM free of veridal , ► • • , r - O •.
0 0 0 0 0 0 0 0 0 6" HMA CL 1l2" PG 64 22 PAVEMENT PER WSDOT the minimum edctions • R
O O O O O O O O O O CONTRACTION JOINT •
and Access
Co tat , Jun Lion B. xes.GraS, \. FULL -DEPTH EXPANSIONJOINTIN BOTH
Access CoCable vorsPull
Boxes Boxes, and other CURB AND SIDEWALK (SEE Sm PLAN 101.11
STDS ppurtenances withinxthe sldewalik ro 3w C CONTRACTION JOINT
6" CRUSHED SURFACING BASE COURSE COMPACT grad of the sdewalk 01 `ace, and match gf JOINT AND FINISH
#3 DEFORMED BARS SUBGRADE o - DETAIL ,,
8" LONG @ 24" OC TO 95 /D MAX DENSITY 2. Monolithic Cement Concrete Curband . RAO S
Sidewalk is not permitted In new For other referenced NOTES see
12" (MIN) STRUCTURAL FILL AS REQUIRED OR necessuction,Whenrepiacementwok STD PLAN 104.2.
necessitates a Monolithic Cement __
EXISTING SUBGRADE COMPACTED TO 95% MAX Standard Plan FConcrete Curb '3010-o s°DT Paved surfaces must comply With OINT RI R
DENSITY PER ASTM D 1557 3. ConcreteSTD PLAN 102.1 as applicable. tobe4,000PS1. PP E FULL-DEPTH
EXPANSION JOINT NTS
NOTES: STD PLAN - 102 Reinforced Heavy Duty Concrete Paving
• PUBLIC WORKS CEMENT CONCRETE F!'[tO; i;j'
DEPARTMENT SIDEWALK /^IVT
1. ASPHALT PAVEMENT SHALL BE PLACED IN (2) LIFTS. FINAL LIFT SHALL BE CONSTRUCTED WITH THE 4r.'
2. SDETAIL C3.001 FORGENERAL PAVINGNOTES OVERLAY
OL F THE TING ASPHALT OAFTERNLY BUILDING IMPROVEMENTS ARE COMPLETE Std Plan 102 R"4 O 6 8 1 8
Cement Concrete Sidewalk Std Plan 102 7
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CONSTRUCTION RECORD DRAWING
This construction record drawing is a copy of a cad file prepared by
COUGHLIN PORTER LUNDEEN and has been edited to reflect field
verified invert and rim elevations of the storm, sanitary sewer and water
main systems. Field verified invert and rim elevations were obtained by
KLB CONSTRUCTION IN JUNE 2022
NTS IT S The on -site private storm drainage facilities and public/private water and
B. B4 Concrete Extruded Curb 5 As halt Pavement Overla with New Pavi n Section sewer systems were installed in accordance with the approved plans and
�� of coil sy � P y g the documented field revisions and function as intended.
VERTICAL: NAVD 1988 04 30 2021
>, SURVEYED: SCALE: DATE:
� c RECORD DRAWINGS 07 08 22
'� QJ TRS HORIZONTAL: NAD 1983/1991
VTENW DESIGNED: AS SHOWN , CITY OF PARK AVENUE NORTH EXTENSION FIELDB O: /
COUGHLINPORTERLUNDEEN RAG RENTON, WASHINGTON
cy� Transportation Engineering NorthWest RENTON PAGE.
Q 33708 � P g g STRUCTURAL CIVIL SEISMIC ENGINEERING DRAWN:
9 PRW
�CISTTransportation Planning I Design I Traffic Impact S.Operations ONE INCH DATUM DRAWING NO:
11400 SE 8th Street, Suite 200, Bellevue, WA 98004 CHECKED:
IVAL /n^ Office (425) 889-6747 801 SECONDTTLE, W AVENUE,98104SUITE 900 ww.cp43c.com BSB AT FULL SCALE Planning/Building/Public Works Dept. PAVING DETAILS -
/�/� SEATTLE, WA 98104 www.cplinc.com IF NOT ONE INCH
Project Contact: Elyse Stemmler, P.E. NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 2Z OF:30
V Phone:425-250-5004 TBB
fi' MN. "RIES (SEE NOTE "Z
' M"L
(SEE NOTE 91
Ill LP OF PAVED
DRIVEWAY REQUIRED
EXPANSION JO W T
(SEE STD. PLAN 1a2)
(SEE NDIE 9)
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