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.
<br /> VW O RAN ^.".,' o
<br /> I
<br /> (,.� — ETBAL MINT_tuMUSr SAVE-COT OR NC ORILL m II m n d'
<br /> 2'A6N ASPHALT CONCRETE
<br /> BE SAW-CUT UNDERLYING CONCRETE a u N 11
<br /> 2% O I L O „ 2% I DOSING ASPHALT CONCRETE _ --.__„ o w -w
<br /> 1 5
<br /> —�MIN MIN ....-
<br /> MIN r— -. . _ 6" ___—�-. o m
<br /> �' 3' VARIES , ..- -/-----MNt-- •- --..—.----6_M01 CEMENT CONCRETE 440 _- _.. .... __. W, II. _ _. .._._. _...... - 440
<br /> O I PROPOSED GRADE
<br /> MIN 0 5 8
<br /> .: ?,g EXSIWG CEMENT 6"YIN CRUSHED SURFACING _.... .. n
<br /> i�C/i� CONCRETE COURSE 420
<br /> TOP
<br /> I
<br /> itige4
<br /> '�r�.►�L1I MIN "CRUSHED —• AnN z'causHED"A, CONCRETE 1R)(SHALL BE SEE STD PUN 610 0 I _.. ..
<br /> �� ��L►„ t CUSS IOW,TYPE 1(H.ES.) 400 w EXISHNG GRADE S4 ! 40
<br /> 001111 420
<br /> SURFACING TOP COURSE SURFACING TOP COURSE COSTING ASPHALT CONCRETE OVER CEMENT CONCRETE I II___,— �$,2�2 c� o
<br /> 1 EP
<br /> ASPHALT CONCRETE(3'M0I) 380S
<br /> 3"CLASS B ASPHALT 3"COMPACTED DEPTH - / RkP1ACElAFNr PATCH TO BE 1' 5� 40 LF0
<br /> 8
<br /> 2 LIFTS REQUIRED CLASS B ASPHALT y �'� THICKER THAN MOUSEY DUSTED ._.. .__. .... �+�moc $=072% ",T ....
<br /> 2 UFrS REQUIRED > --- 360 A\y5%...__.. 12'CPEP SD .._. , 360
<br /> 4"ATB 4"COMPACT DEPTH N -- i I - `, " S/_ ..........._ :..... ._..... .._.,. ..
<br /> CRUSHED SURFACING TOP COURSE / ���� 6"LDN CRUSHED SURFACING DATUM ELEV
<br /> I
<br /> 2"CRUSHED SURFACING `a 6" '(� ( --BA - -
<br /> TOP COURSE 4"GRAVEL BASE E7(LSRNG ASPHALT. TOP COURSE 340.00
<br /> � CONCRETE
<br /> ALTERNATE ROADWAY SECTION STANDARD ROADWAY SECTION SEE STD PLAN 610
<br /> 7 7 M N n G) Tn — ,0 co N
<br /> ., OA RIGHT OF WAY REQUIREMENTS 0 CONCRETE CURB AND GUTTER TYPE A-1 -
<br /> ' SEE STD DWG 305A DOSING ASPHALT CONCRETE OVER PREPARED GRADE " M a 'I M ' M M M
<br /> ci 0 N N
<br /> SHORT PLAT ACCESS STREET=40' 0 a LOCAL ACCESS A =50' 0 CEMENT CONCRETE SIDEWALK CaF}IT CONCRETE 8"MRA
<br /> LOCAL ACCESS B =50'
<br /> SEE STD OWE 306 _ ( )
<br /> fil
<br /> "CiQB PAVEMENT WIDTH i; FINAL JOINT MUST RIPLACEIIQIf PATCH TO BE i'
<br /> SHORT PLAT ACCESS STREET= 12' ii BE SAW-CUT 'WICKER THAN PREVIOUSLY EXISTED
<br /> LOCAL ACCESS A 14' 25+00 25+50 26+00 26+50 27+00 27+50
<br /> I
<br /> NOTES: LOCAL ACCESS B =16' s / ___ PROPOSED STORMWATER PROFILE (SDMH #1 TO SDMH #4)
<br /> 1 IN WIDENING AREAS,THE EXISTING PAVEMENT EDGE SHALL BE SAW-CUT TO LEAVE A JOIN POINT. _
<br /> ANY TRAFFIC STRIPING REMOVED OR DAMAGED DURING WIDENING WORK SHALL BE REPLACED IN KIND CfLtQHf 6 6'YIN CRUSHED SURFACING SCALE: 1"= 30'HORIZONTAL
<br /> OR AS DIRECTED BY THE CITY ENGINEER. CONCRETE pAYT7JFM MN TOP COURSE I"= 30'VERTICAL
<br /> 2 COMPACTOR TESTS ON SUBGRADE AND SURFACING SHALL BE REQUIRED. THE NUMBER OF TESTS I CONCRETE HBX SWILL BE SEE STD PLAN 610
<br /> I
<br /> SHALL BE AT THE DISCRETION OF THE CITY INSPECTOR. ALL TESTING SHALL BE THROUGH A - ''
<br /> U LICENSED TESTING LABORATORY. THE MINIMUM COMPACTION SHALL BE 95%OF MAXIMUM DENSITYO
<br /> i 12A55 'TIFF 3( ') SEE SHEET C-2.0 FOR STORM SYSTEM ; I ; _
<br /> na ON BOTH sulscRADE AND SURFACING. EXISTING CEMENT CONCRETE OVER PREPARED GRADE DESIGN CONTINUATION(TYPr . SDCB ;14, TYPE I W/VANED GRATE
<br /> � ) _ RIM= 353.6
<br /> 3 ADJUSTMENT OF CATCH BASIN LIDS OR GRATES,MONUMENTS CASES,VALVE BOXES, ETC SHALL MITES: - N 3/ x IV t ,, - IE=351.01
<br /> BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER. I. ALL TRENCHES IN ROADWAY AREAS SHALL RE BACKFRIFD AND PATCHED WRH IEYPORARY -
<br /> -. ''
<br /> II
<br /> i 4 ROADWAY SECTION MAY BE ADJUSTED WITH THE APPROVAL OF THE CITY ENGINEER UPON SUBMISSION ASPHALT Al THE DO OF EACH WORK DAY,UNLESS PERMISSION IS WHIM TO DO OTHERWISE __ _- = I 3'\'` v I TIE INTO EXISTING
<br /> OF SUBSTANTIATING ENGINEERING DATA(CBR,ETC)TO SUPPORT THE ADJUSTMENT. FOR BY THE CITY ENGINEER `'I \ \ CURB AND SIDEWALK
<br /> 5 DESIGN PURPOSES,THE MINIMUM THICKNESS OF CLASS B ASPHALT SHALL BE 3"COMPACTED DEPTH. 2. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN 2 WEEKS OF �� ..CONNECT TO EXISTING
<br /> COMPACTION SHALL BE AN AVERAGE OF 92%OF RICE DENSITY.
<br /> 12"PVC PIPE
<br /> %i CITY OF EVERETT TYPICAL ROADWAY 5-6-1996 ' PAVEMENT PATCHING DETAILS 1012-OQ 31 6 186 LF s°CPEP ,
<br /> I
<br /> /� --� dote revised number S 4.54% - `+
<br /> PUBLIC WORKS date
<br /> SECTION Rao \
<br /> ENGINEERING 8 PUBLIC 302 CITY OF EVERETT — PUBLIC WORKS DEPARTMENT
<br /> SERVICES DEPARTMENT LOCAL ACCESS STREETS ►�
<br /> number
<br /> w ,
<br /> ITYPICAL ROADWAY SECTION TYPICAL PAVEMENT PATCHING 15 STORM a s }
<br /> NTS O © DRAINAGE ''r .- \
<br /> NTS EASEMENT PROPOSED \
<br /> ROW DEDICATION ', ' \'\ '
<br /> - R40'(APPROX 141 SF)` % ,
<br /> I CURB RETURN TABLE TH
<br /> 210 LF.5 SIDEWALK ‘,,
<br /> PC= 352.57' 10503 SF ..
<br /> 50 O Y,= 35194 \
<br /> R=45' \•` PAVEMENT PATCH 1
<br /> I
<br /> y- 351.33' STANDARD'ROADWAY .‘1.':::„c
<br /> R.aW. C.O.E. STD.DTL 316 "®
<br /> \U+0394-5T25'03"�_ 350.76. PAVEMENT PER C.O.E.
<br /> L=45.10' PT= 350.23' STD DR.302(TYP)
<br /> PC SPA- 11+64.69(14,00'LEFT) \ \. /
<br /> _�2% 2%�_ PT STA= 11+26.77(34.77'LEFT) ''�``` "
<br /> t1;;° \\`\`a "\" ? \\ ROADWAY HORIZONTAL LINE TABLE PC= 350.23' \ r .e y `� P_ 01A \
<br /> "" ." LINE LENGTH BEARING NORTHING FASTING 2 1915±S.F.
<br /> III
<br /> O Y= 348.73' PROPOSED SEWER
<br /> ASPHALT
<br /> L1 522.79 S83'31'08"E 348375 1284552 R=65' �, \ SEE SHEETS C-3.0
<br /> 14' 14' L2 144.14 S18'36'33"E 348181 1285239 U+0394=295'07'37"39= 347.61' PAVEMENT - `` ��', AND C-3:1
<br /> _ CENTERLINE _ CENTERLINE L3 82.43 SO4'33'O6°W 347977 1285295 L=334.81' - 347.61' \
<br /> / / 347.50' \ ,'\ \, 15'SEWER
<br /> / 5'LANDSCAPE STRIP %= 347.94' TIE INTO
<br /> 5'LANDSCAPE STRIP \ EASEMENT
<br /> I
<br /> ROADWAY HORIZONTAL CURVE TABLE T
<br /> 6'SIDEWALK 6'SIDEWALK /N= 348.73' EXISTING
<br /> ce
<br /> CURVE LENGTH RADIUS DELTA TANGENT
<br /> PC STA=11+26.77(34.77PT= 350.23'LEFT) SIDEWALK
<br /> TYPICAL ROADWAY SECTION Cl 226.73 2°°.°° 64'S'''S" 127.30 - \
<br /> A C2 68.57 200.00 19'38'39" 34.63 PT STA= 11+26.95(34.96'RIGHT) ,
<br /> O PER C.O.E.STD.DTL.302 SCALE 1"= 10'
<br /> I
<br /> 0 ce
<br /> SEE THIS SHEET DETAIL 1 O PC= 350.23' \ .
<br /> ¢ 3 Y.= 350.76' �. �d$6 r3 z^t, 1 CALL 48,HOURS
<br /> R=45' 351.33' \ BEFORE YOU DIG
<br /> \U+0394=5T25'03"�- 351.94' .� s,]' II �' \ 80,0-424-.5555
<br /> L=45.I0' Pi= 352.5T -
<br /> cc
<br /> a I '-
<br /> ce
<br /> PT STA= 11+64.99(14.00'RIGHT)) SOUND AVENUE FRONTAGE IMPROVEMENTS
<br /> o SCALE 1"=20'
<br /> z
<br /> a a-`Q :.,-:d'm4.-8G-.,_.s:b--7...`-1.7.0 T....-L' g... „Kaas', am va€,Tt_- wF - ,..a,.,..-,;. -5v.41,1.4z,.:7Y.3„' .:SS,sTs,_*.l. .-r,'',v„-i*,-;,,,t,Pe,.::..s—.t "... ,f..._-_.ek' s.a".s.,.; 3. :r...:s`. 3
<br /> No. . Date By Revision Description DesbDadBr kmbeDats ,Q,FFREPk A 3 n
<br /> a 02/14/06 PACLAND ISSUE FOR REVIEW STP �4ldov� "r"O��cA C32-1 INTERAIR ROADWAY
<br /> 111
<br /> i 2 02/14/O6 a« v sr
<br /> w 7/11/O6 PACLAND RESUBMITTAL DTar BY; . ,
<br /> cLi8/15/06 PACLAND ISSUE FOR PERMIT JKG PERMIT r,40 r ;A- , I COMMERCE CENTER SECTION AND DETAILS CR-1.2
<br /> checked By Probct No �o A r':W a�� 11235 SE (�) EVERETT, WASHINGTON
<br /> PJM 2005024.003 AT4tsxxu b° Sae 06Ut St. F 25)453 3208
<br /> I
<br /> I EXPIRES 12/2B/ I Bellevue,WA 98004 wmi.PAdwn ow
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