|
NW 1/4, SE 1/4, SEC.3D, T.29N., R.SE., W.M.
<br /> SNOHOMISH COUNTY, WASHINGTON - _ �
<br /> -- -- ------- -___ ___ ___-- __-- -_____ _----- � NOTES
<br /> � �_,
<br /> I NOTES �l J �-� 1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY IINE.
<br /> ' lp�� GATCH BASIN fRAME AND
<br /> I VANED GRATE OR 1. NO STEP5 AR£REQUIRED WHEN HEIGHT IS 4'4R EXiST SIDEWAIK 2. 3/8"WIDE fULI DEPTH EXPANSION JOINT.
<br /> i i MANHOLE RtNG AND COWER LESS.
<br /> � 2S" 5" 2.5" ' 2. THE BOITOM OF THE PRECAST CATCH BASIN MAY � , � , . 3. 3/8"W!(JE FULI PEPTH EXPANSION JOINF lF
<br /> BE SL�PEO TO FACILITA?E CIEANiNG. y �. . . . . .. . . NOTE 1 ABOVE IS 15'OR GREATER.
<br /> i _ RECTANGULAR ADJUSTMENT EX15T TYPE A
<br /> SECTlON OR CIRCUTAR 3. THE RECTANGUTAR FRAME AND GRATE MAY 6E CURB-�� 9
<br /> � RQIUSTMENT SECTION tNSTAI.LEP WITH THE FLANGE UF OR DpWN.THE � W+�Y" ' , ` �� �� 4. WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY
<br /> � 1"RADIUS,TYPICAL,2 PLACES- j x -� SECTI4N.AY BE CAST#NTO THE ADIUSTMENT � � ,rJ ° j� �J CONCRETEURFACED WITH ASPHALT OR
<br /> ASPHALT PAVEMENT � � FLAT 5LA8 TOP� �� . _ Qj �r� �
<br /> ' AS SPECIFlED� _ - � P)PE ALLOWANCES 4. KNOCKOUTS SHALL HAVE A WALL THiCKNE55 OF �. S. THE dRtVEWAY RAMP INCLUDING WING RAMPS
<br /> � ; ` .tO-,N � 2"MINIMUM Td 2.5"MAXIMUM. PROVIDE A ?1 SHALL BE C4NCRETE COMMERCIAL Mlk AS
<br /> i ` ' - � `�' CATCH PIPE MA7ERIAL WITH MAXIMUM INSIDE DIAMETER 1.5"MiNIMUM GAP BETWEEN THE KNOCKOUT '�,� � � CAILEd OUT IN WSDOT STANDARD �
<br /> -- -- -- --- -�-� - WALI AND THE OUTSIDE OF THE PIRE. AFTER THE � �" -4-
<br /> I SQLID PROF4LE �P `, . .�. _ SPECIFICATIONS,A MIN OF 6"THfCK AND PLACED '
<br /> c� � BASIN CONCRETE A�� �Pss� WALL WAIL PIPE IS INSTALLED,FiLLTHE GAP WfTH JOINT ��, �,, � � 21
<br /> � DIAMETER ��A� Ia) PVC(6) PVC c MORTAR IN ACCdRDANCE WITN WSpOT < ,ti �� . w=�=`-;''-�"`, ON A MINIMUM OF 2"CRUSHED SURFACING
<br /> � r'`," . . . - . . BASE COU SE COMPACTED TQ 95%MAXIMUM
<br /> ` - STANDARD SPEqfICATION 9-04.3. s: 5
<br /> R
<br /> �, qg,� Zq�� 30,� Zq�� 30�� 30�� ,s �.` �/� .y. . . . L.+ . dENSITY.
<br /> - _____ . .
<br /> I � �- -STEPS�R 54" 30° 36" 30" 36" 36" 5. CONCRET@ STRUCTURE SHALL MEET TWE � � � ° � * � � °
<br /> � 5EE TABLE , ��DE� 60" 36" 42" 36" 42" 42" REQUIREMENTS OF AASHTO M149. �� , � " ,`,',� 6. MAINTAIN lj2"LIP AT GUTTER.
<br /> I - � . . .�
<br /> i W
<br /> j 2 MORTAR TYP 7z" 42" 54" 42" 48" 48" 6. FQR MANNOLE COVER SEE STANDARD DRAWING �� �,�, '�.� ' 'LL"
<br /> X 4 c-� � 84° SA'" 6Q" 54" 48" 43" 510 AND 811.REFER TO DESIGN AND 9 \ ��j1 ,
<br /> <t� CONSFRUCTION STAN�ARDS AND � d" �� '�f- y
<br /> �� 96" 6d" 72" 60" 4&" 48° SPEC�FICATIONS SECT(ON 4 FOR ADDITIONAL �` �, '
<br /> EXTRUQED ASPHALT CONCRETE CURB �� a. CORRUGATED POLYETHYLENE STORM SEWER PIPE,WSDOT REQUIREMENTS. 6 ��
<br /> �� o STANDARD PLAN 9-05.20. 7, STEPS PER STANDARQ DRAWiNG b09. �-��: \�� �� i'
<br /> � _ a fLdW b. WSDOT STANDARD PLAN 9-05.12(1). �
<br /> ��pW �F c. WSDOT STANDARD PLAN 9-05.12(2). �., \`
<br /> _ ss, ,��
<br /> � II �r -
<br /> I t1�{rs,� r-/�.�` �•.,\ '----�_� CURB AND SW
<br /> ,� � �
<br /> CA7CH BASIN DIMENSIONS EXISTMONdtITHIC
<br /> 2"X4" � Ix � \� PAVEMENT
<br /> 6"MIN Z ZI`L a 4 REIMFt�RCINt'i CATCH MAXIMUM M{NIMUM
<br /> � �'�� � WALL ' BASE �IS7ANCE
<br /> STEELTYP 9ASIN KRlOCKpUT
<br /> I ASPHALT PAVEMENT `� �-'�ry - THICKNESS�THICKNESS BETWEEN
<br /> ASSPECIFIED-� �;.j�/j"I N � 12� DIAMETER SIZE KN�CKOUTS 5'MIN 5'MIN _ _
<br /> i
<br /> / f � Trt.�'p�.5„ . -"{ 48„ 4,� 6„ 36�� $,� �
<br /> � � � � � �rd��RING-�� � 54" 4.5" g' 4�" a., �
<br /> � 60° 5�� s�� 4$" $�� EXIST i EXIST � 4
<br /> 6 4 PAVEMENT�
<br /> SEPARATE BASE 1NTEGRAL BASE PavEnnErvT i z�io , Zn�a
<br /> � _ 72�� ��� 8�� 6d�f 1��� - \ -
<br /> , PRECAST PRECAST WITH RISEft �" 8�� ; 1Z" 7z�� iz,� __ ___--_-.--_..,._-..
<br /> , (48"T072' ONIY) , ---- -- _
<br /> � � � GRAVEL 9b° $�� , 12�� 84�� 12" ~.
<br /> I BACKFILL FOR
<br /> ,.,._..�.
<br /> � ti:__.�:�� _ ,,�.5�-- _
<br /> MORTAR 12,� PIPE ZONE . --.---
<br /> , FiLLET-� BEDL�ING � �MONOUTHiC CURB
<br /> I - -------..- W�DGT Si D Pt,AN B-10.20-01 ACCEP'ABLE SU65TITUTE
<br /> _ � �� �.
<br /> ASPHALT WEDGE CURB r�- CITY OF EVERETT : � T� v �5� �
<br /> � CtTY OF EVERETT
<br /> � GITY OF EVERETT -r�M��v eRus�Eo � �
<br /> � E"►�'�PUBLIC WORKS DEPARTMENT ---- SURFACiNG FtrE tTr .
<br /> �'E' �T RUB41C WORKS DEPARTMENT PUBLIC W�RKS DEPARTMENT -
<br /> �.•�.YP �.� =.�M�.Fr �.n, ;.�.�..o.� SECTION A-A SECTION B-B BASECOURSE
<br /> kYAN$A55 �TOM 11f70D pAl/i.WI N I.M WR 441�b�Z.a�.7 (� (��{ r p '.L:-�� ..-,.��.,.�.�w. �.c,.om»u� .o-..�v. �. ..�,.. e...- ,.�.�e. . -
<br /> .f " � ..�..�.>:«
<br /> � a+w � SET'ARF#�6 6ASE GRAVEL$ACKFILLFOR RYAt -_ NFATHFRCrRIFGIN;'� PAULWILHELM WR8 O3/O7/ZOS7 NYANSASS �OAAHO00 PAUI.WI.HEt.'v� WIiB 4/26/2017
<br /> ! EXTRUDEO ASPHALT s CAST-IN-PLACE p�PE ZONE BEDDING .„,.,:o.,„„tHo-- USING TYPE A-1 CURB USING MONOUTHIC CURB&SV�J *•��
<br /> � CONCRETE SECTIONS 31Q CATCH BASIN TYPE 2 4Q5 DR V WAY RAMP TYPE- 1 315
<br /> 1 XTRUDED ASPHALT CONCRETE SECTlONS
<br /> C4.2 N.T.S. (CITY OF EVERETf STD. 310) 2 CATCH BASIN TYPE 2 3 CEMENT CONCRETE DRIVEWAY RAMP-TYPE 1
<br /> C4.2 N.T.S. (CITY OF EVERETT STD. 405) C4.2 N.T.S. (C17Y OF EVERE77 STD. 315)
<br /> 1i2"R 1"R 1"R I MONOUTHIC THICKENEd EDGE NOTES i
<br /> SCQp��AR( 6" � 3/8"FUIt DEPTH EXPANS(ON 3f8°FULL DEPTH EXPANSION CURB AipR IOEWAIK 1. SIDEWALKS SHALL 8E A MIN{MUM OF 4"THICK,ANQ �
<br /> -�., � SHALL BE COMMERCIAL MIX CONCRETE AS CAILEp � "
<br /> AB� . � 5�-QQ�v�R}a�`- �'RB U�Ln EPTH O NTSMATCH l JQINT 30�M��OO�E�OEPTSOL HMA OR CONC \ �6 j Z%MAX {MINI4.5%,MAX 6D S��CS,WtTH AIR ENTRAINMENT
<br /> > -�I ' 3 8"HALF DEPTH ' ' I ... ;-------��
<br /> �`�� , PAVEMENT
<br /> j a, n � I � INTERVALS BEfiWEEN FULL � ,�. :�.-��- 2, SIDEWALK FULL fJEPTH EXPANSION JOINTS SHALL
<br /> ; � � � ��XPANSION JOINT I � AND HAI�F DEPTH EXPANSION '' ��\�' � GEhERAtIY BE PLAGED Td MATGH THOSE IN
<br /> o �O ip I I % 15'I�ITERVALS � lO1NTS TYP N 6 �\�/\� .p ADIACENT CUR$&GUTTER(WITHOUT PLAN7ER
<br /> o � � I { BETWEEN FULL DEPTH �- ` STRIPJ.MAXIMUM SPACIN6 OF 30 FEET,FINAL
<br /> . 1�� SPACING DETERMINATtON SHALI BE DECIDED BY THE i
<br /> j ��c, / 3/8"HALf DEPTH �� i
<br /> � G a - - s'�,`�^ +� E X P A N S�O N J O I N T
<br /> � -- - � o :�. 'I�,, e�,�c. � INSPECTOR IN THE FIfLD.
<br /> ----
<br /> _ _= PAV€M€NT --__ ° _ � , '�• • S.�cc,'ti � � 15'INTERVALS ��, �'"�
<br /> ,.1°i Q �� f a ,.`B.� � � �• N� s � BE7WEEN FUIL ' r'12;� 3. SUBGRADE SHAL!BE COMPACTED TO NOT IESS THAN I
<br /> � a � � <, � � ,�y� DEP7H 95%OF MAXIMUM DENSITY.
<br /> ' a I V-GROVE CONTROL ' �2'"� MONOLITHlC CURB 4. SIDEWALK SHAII BE AT LEAST 6"7HICK tN DR4VEWAyS f
<br /> � a � ' JOINT 1/4"DEEP 6" I s'� ZGJ'r
<br /> � tl d ° i FROM FACE OP CURB� �' �q & SIDEWALK SECTI�N AND BEHIND ROLL-CURB(STANDARD DRAWING 308). !
<br /> � G ' � S. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A •
<br /> �- � � � • PER PLANS� TRANSPARENT GURING COMFOUND COVERED BY
<br /> � �� f V-GROVE CONTROUpINT 1/4" ? b �PQ`�� + •',��` �,,, ; 1"R-z j 5'MIN _'''f VENT QF RAIN OR OTOHER NC EMENT WEATHER.E � • �
<br /> DEEP 5'INTERVALS BETWfEN Zry MqX { CURING TIME SHAIL BE fpR A MINiMUM OF 72
<br /> FULC AND HALF DEPTH � ""� -� HOURS.
<br /> MONOtITHIC � � e
<br /> i EXPANSION JOINTS TYP ��j .. '
<br /> � CURB&SIQEWALK TMpE Ed CURS- � ���/ I
<br /> r___ �' 6. ALL101NT5 SHAII BE CLEANED AND EDGEp WITH AN Know what�s below.
<br /> ' °/\\/��\ ' '��'�'�� `�A, EDGER HAVING A 3/8"RADIUS AfTER FINAL BROOM �
<br /> TYPE E-1 CURB TYPE E-2 CURB � TYPE E-1 CURB &SW ` ��`�� � FINISH ISCOMPIETED. � C1II before you dig.
<br /> HMA OR CQNC Z'CRUSNED SURFACING
<br /> j PAVEMENT 7. SIDEWAlKS ARE 5'MIN WIDE,EXCEPT 6'ALONG I
<br /> BASE COURSE,COMPACTEd ARTERIALS,IN COMMERCIAL AREAS,QR AS I 7��J r
<br /> � 3/8"FULL DEPTH EXPANSldN TO 95°h MAX DENSITY qppROVED BY TNE GTY ENC�INEER. UTILIl l CONFLII�T NOT�
<br /> 101NT 30'MAX INTERVAL MAFCH TYPE E-1 CUftB -' ;
<br /> a CURB FUtI D�PTH 104NTS 8. CURB REVEAL MUST MATCH EXISTING TOP OF CURB i CAUTION.�
<br /> ; FOR REPLACEMENT PROJECTS.TNIS MEANS TNAT THE
<br /> V-GROVE CONTROL JOINT 1/4"DEEP TYFE E-1 CURB, FLANTER STRIP& FUIL CURB f5 PLACE�IN AS SHOWN IN THE TYPICAL ( TNE CONTRACTOR SHALL 8E RESPONSIBLE FOR VERIFYING THE
<br /> Z-3t4" �" 2-3�4�� 2-3/4" �° 2-3/4" 5'INTERVAlS BETWEEN FULL AN� 1/Z"FUIL DEPTH EXPAN�ION SIDEWALK SECTION SECTION BUTTHE ASPHALT STREET Wlll COVER FACE ( LOCATION, DIMENSION, AND DEPTH OF ALL EXISTIN6 UTIUTIES
<br /> �� _ - _�_ i HALF DEPTH EXPANSION JOINTS TYP � 101NT 30'MAX INTERYAL OF CURB SO LESS THAN 6"MAYBE REVEAlE0. I
<br /> � � � WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE
<br /> j UTILIT(ES AND SURVEYING THE HORIZONTAL AND VERTlCAL LOCATION
<br /> � i / v-�RovE coNrRo� s'MiN PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY
<br /> ^ -3/8"HALF DEPTH JOINT 1/4"DEEP 5' COLD JOINT - ��N��E
<br /> ; � ' � 1 � � � LOCATE � 1-800-424-5555 POTHOLING ALL OF THE EXtSTIN�
<br /> � � EXPANSiON 101NT I INTERVALS BETWEEN FULL CEMENT CONCRETE
<br /> ° � � � \ { IS'INTERYALS BETWEEN � AND HALF pEPTH EXPAPlSION � 2%MAX si�ewa�K UTILITIES AT LOCATIONS OF NEW UTlUTY CROSSINGS TO PHYSICALLY
<br /> ��' R n1-1 9t I 30`FUII DEPTH 1QINT i JOINTS TYP HMA OR CONC � � - ' VERIFY WHETHER OR NOT CONFLICrS EXIST. LOCATIONS OF SAID �
<br /> N r° j �- Ir , / PavennENr-� ;4� �� ° - . ; UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE
<br /> 4� , a � � I / a a� Ha�F�eprH - �t-- ----a �r�� . . =�"=-- "-- UNVERIFIED PUBLIC �NFORMATION AND ARE SUBJECT TO VARIATION.
<br /> ip ' /i EXPANSION JOINT i� ��' �f�i
<br /> ,� �, 4 Q --- ��/ �!\���`' � �' IF CONFUCTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT
<br /> �'g'y ( 35'INTERVALS$ETWEEN TYPE A-1 / 2 CRUSHEO$URfAC(NG BASE �
<br /> � a � co�o�oiNr r \'y� 30'FULL DEPTH 101NTS CURB&CUTTER �%� / couRse,COMPACTED TO 95% I WITH INSIGHT EN�INEERING COMPANY TO RESOLVE ALL PROBLEMS
<br /> � � " A�� � '�r9�� SEE STANDARD MAX DENSITY � PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br /> Q a � ��� , ORAWING 307-� MONOLITHIC CURB & SIDEWALK SECTION
<br /> 10�. � a a �� �� � _ �
<br /> � _, �-��-" �� �'`� C1TY OF EVERETT ;
<br /> ..a�,.,
<br /> ( 1' ��Z i ; ` CITY OF EVERETT ���� E�E'�' PUBLtCN10RKS DEPARTMENT ,
<br /> �E�' PUBLIC WORKS DEPARTMENT � - - "��.w..., M, ,. -
<br /> J TYPE A-1
<br /> �tRYANSF55 TOMWOOD PAULLViCHELM „pWRB CURBSICUTTER-J�� aYi4Sn's5 I(ip�ti00G. PAUL_N!11NEIM „y,WRB , �O4�ZG�ZO1��:
<br /> TYPE E-3 CURB 7YPE E-4 CURB �E � p oa./z6/zos� ! CEMENT CONCRETE CURB & ' ' �
<br /> TYPES E-1, E-2, TYPE A CURB & SW 312 , ,
<br /> E-3 8c E-4 . ��� SIDEWALK DETAILS
<br /> CEMENT CONCRETE CUR6&GUTTER -._________ __ ------.._ _ ---- ----_..------------------ -- ------- .
<br /> 5 CEMENT CONCRETE CURB & SIDEWALK DETAILS
<br /> 4 CEMENT CONCRETE CURB & GUTTER C4.2 N.T.S. (C17Y OF EVERETT STD. 312)
<br /> C4.2 N.L S. (C/TY OF EVERETf STD. 309)
<br /> NOTES: R�'QUIRED NOTESFOR STDRMDRAINAGEPLANS.•
<br /> 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,
<br /> 2. DUMMY JOINTS SHALL BE PLACED ON 15 FOOT CENTERS. DUMMY JOINTS CONCEALED OR PUT lNTO USE UNTiI IT HAS BEEN INSPECTED,
<br /> 5.5" SHALL BE 3/8" X 1-1/2". TESTED, AND ACCEPTED BY THE CITY OF EVERE(T.
<br /> i/2'R 2% 1�R 3. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS, INLETS AND 2. ALL WORK AND MATERIAC SHALL CONFORM TO �HE CI7Y OF `
<br /> AT POINTS OF TANGENCY ON STREETS, ALLEY AND DRIVEWAY RETURNS. EVERETT STANDARDS AND STANDARD SPECIFICATIONS OF
<br /> MAXIMUM SPACING SHALL BE 30 FT. PRE-MOLDED JOWT FfLLER SHALL BE WSDOT/APWA. INSIGHT ENGINEERING CO.
<br /> 3/8" WIDE AND CONFORM TO AASHTO DESIGN M213.
<br /> P.O. BOX - 1478
<br /> ' `� 4. ALL JOlNTS SHALL BE CLEAN AND EDGED. 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN
<br /> � R 1/2'%FT OBTAINED FROM At/AILABLE RECORDS AND ARE SHOWN FOR EVERETT, WA 9gZOC)
<br /> _ �.- 5. CONCRETE SHALL BE COMMERCIAL M1X AS CALLED OUT IN WSDOT CONVENIENCE THE CONTRACTOR SHALL BE RESPONSIBLE FOR (425) 303-9363 (425) 303-9362 FAX
<br /> ;� � STANDARD SPECIFlCATlONS. VERIFICAT(ON OF LOCATIONS AND TO AV010 DAMAGE TO --- INFO a INSIGHTENGINEERING.NET
<br /> ' 1/Z'� � � 6. STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS. WOOD FORMS ANY ADDITIONAL UTILITIES SHOWN. IF CONFUCTS WITH EXISTING ________,_ 3 � AS-BUItTS BRK 02-04-2020
<br /> ' �° '\ MAY BE USED ON CURVED SECTlONS. UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR . : � � :: . � • � •. � , SITE ADDRESS: 3632 RUCKER AVE
<br /> 6.5" SHALL NOTIFY THE PUBUC WORKS lNSPECTOR AND ANY CHANGES 2 C11Y 2ND REVIEW BRK 12-07-2018
<br /> 7. FINISH SHALL BE LIGHT BROOM FINISH. REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER EVERETT, WA 9820]
<br /> D/W CUT ___�_.__�---------------` ,.,_ 8. THE FINISHED CURB SHALL BE SPRAYED WITH A TRANSPARENT CURING PRlOR TO COMMENCEMENT OF REL4TED CONSTRUCTION ON THE 2" COMPACTED DEPTH CtASS B ASPHALT 1 CITY 1ST REVIEW BRK t0-10-2018
<br /> ----�-""✓'" � COMPOUND AND COVERED BY WATERPROOF PAPER OR PLASTIC MEMBRANE PROJECT. 4" COMPACTED DEPTH CR. SIJRFACE TAX ACCOUNT N0.'S: 00451401301700, 00451401302000,
<br /> � J �Y REV. N0. DESCRIPTlON INITIALS DATE 0045150 i 000001, 00451501000000
<br /> �-"---"-�� IN TNE EVENT OF RAIN OR OTHER UNSUITABLE WEA7NER. CURING T1ME TOP COURSE
<br /> �SEE NOTE 9 SHALL BE A MINIMUM OF 72 HOURS. 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN �
<br /> 24" 9. ALL CURBS AND GUTTER SHALL BE PLACED ON A MINIMUM OF 2" OF EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND 6" COMPACTED DEPTH GRAVEL BORROW PERMIT#PW 1805-050
<br /> CRUSHED SURFACING TOP COURSE. GRADE PRIOR TO STARTING CONSTRUCTION. � R k �
<br /> 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED 'DUMP �� �� wAs�t�,� NW��4, SE 1�4, SEC.3D, T.Z9N.,R.SE., W.M. � �
<br /> NO WASTE, DRAINS TO STREAM, LAKE. RIVER, � � THE LANDING AT PORT GARDNER
<br /> PUGE( SOUND, OR WETLAND." CHOOSE APPROPRIATE FEATURE FOR ��� � z�
<br /> 6 TYPE A-1 CEMENT CONCRETE CURB & GUTTER THE PROJECT. '
<br /> ,a � DWG FILENAME DESIGNED BY: DATE SCALE JOB NO.:
<br /> C4.2 N.LS. (CIiY OF EVEREIT STD. 307) 7 TYPICAL PA i�ING SECTION �O`�'� 36499 tiq�vw 170891-AB.DWG SPC 03-28-2018 1"=20' 1�-�89�
<br /> �,', G'I s T���1
<br /> C4.2 N.T.S. (C11Y OF EVERETf STD. 3-52) SSIONqt, �� SHEET
<br /> AS-B UILT
<br /> ROAD&DRAINAGE NOTES C4.Z
<br /> AND DETAILS
<br />
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