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<br /> NOT�S � " ¢ �
<br /> MDhFOUTHICTHiGKE1VEDE0GE NOTES o �
<br /> 1�2"R 1"R 1"R 1. CUT Olt SpWEQ JOINTS SHALL BE RLACE6 NOT Fq CUR6 AIVD$ID€WALK
<br /> StOPE� El(CEED 15°ON CEtVTER.THflU JOlNTS SWALt BE 3/8"FULL bEPTH EXPAMSION 3/8"FULL DEPTH EXPANSION 1gR -? 1. SIDEWALKS SHAiI SE A MINlMUM�F 4"TF�CK, •�
<br /> I� 6e � 14" PtACEA ONa Y AT pQINTS OF TA�GENCY ON JOINT 30'MAX INTfRVAL MAT�F{ 16tNT 30'MAX fNTERVAL AND SHALL BE COMMERCIA�MIX CONCRETE AS � �
<br /> �I ! �Cf � VARSAB� STREEfi ALLEY ANp DRNEWAY R�TURNS AND CURB FULL DEPTH IOINTS � V-GRDOVE GON7ROL M�OR CONC. 6� CALI�p OUT IN WSOOt STDSPECS.,WITM AIR c•7
<br /> f��� SVOgE '-,'�� WHERE THRU 101NT5 OCCUR IN THE PAVEMENT � PRVEMENT �•`���� €NTRAiNMENT MIN 4.5%,MAX 6.5 96). N c•�j
<br /> � °, ` < <� �� 2 u2" 5" 2 iJ2� SLAB. J � - �-3/S"HALF DEPTH ' ��NTERVALS BETWEEN FU4l 2• 51pESNALK FULL QEPTH EXPANSION 701NT5 SHALI � �`• •
<br /> � EXPANSION 1C�INT AND HALF DEPTH EXPAtVSlON • � GENERALLY BE PLACED TO tr7ATCH THOSE IN V �
<br /> � .4 ��� Z. CONCRET�SHALL BE COMMERCIAL MIX A5 CfiLtED 15'IN1'ER4ALS � w ~ t���� � kDJACENT CURB&GUTfER(WITN6UT pWNTER J �?
<br /> . �. � �'.a �O io .� � � �
<br /> 3' a ° 1^g OUf IN WSDOT STD SPEGS. �� i �� BETWEEN FULL DEPTH JOINTS TYP /���{% J �
<br /> 4 _ _
<br /> p�� -_=- , ..♦ • � �, , o�.'�-� �/ � \ SPAqNG Rk�ERMINATiQN SHALL dE OEpDEO BY
<br /> � ' '��..S�c-`�'� I 3J&"HALF DEPTIi STRiP).MAX1MUM SPACING 4F 30 FEET,FIRAL p, .
<br /> TMP Z P� EXPANSlON JQtNT ' r�
<br /> � r � �
<br /> '� THE INSFECFOR IN THE FIELD. �"�
<br /> N a- __ -- � A • 3. COPlCRkFE CURBS WILL�E ANCHdRED TO THE � i�P � BFf WEEN FULI �`� 3. SUBGR&�E 54iALL B€C4MPACTfD FO NOT LE55 � �
<br /> o d '� Pp�VEMENP � • • o- " € ADHESIVESHALLMEETTHEREQUIREMENTSOF • '�`� 15'�NTERVAtS
<br /> v ie EXISTING PAVEMEI�FY BY USING AN A6t§ESIVE.THE $. SIDEWAIK SHALL BE A7 LEAST 6"THICK IN �p
<br /> a a ' �° • �1 l�Z�a $ECTiON 9-26.1 OF THE W560YfAPWA STANDAf�D ` �'�., �s CIEPFM 12" THAN 9594 OF MAXIMtJM DENSIFV. ti
<br /> Y-GR4VE CaNTROI �s�. �- ,r
<br /> r d � ;.,:•`:•`;-`.'`:".°::.�^,�. ..'.,.:- ,.. .•- rrAS SPECI�fED $PECIfICATIONS FOR TYPE Il EPDXY BpNpING IOINT i[4"p€EP 6" s � �
<br /> e � ` ; ,, -'.. � { AGENT. � � / MONOLITHICCURB QRIYEWAYSANQBEkINDROtI-CURB(5T0305B). V �
<br /> y FROM FACE OF CURB &SIDEWALK SECTfON 5. THE FINISHE65iDEWALK SFtALL BF SPRAYE�WITH A
<br /> � � 9 TRANSPARENT CURING COMPOUND COVERED BY =�"'" � d
<br /> . .. .. . .. .. v .. ..... . < : .,<:'. .�
<br /> � g� � � �. i ADHESNE ![ WATERpRO�F pAp€R OR PEASTICSHE€TiNG IN THE
<br /> f'�'---^'� ! � ..� V-GRQVE CONTR p L f E V E N 7 0 F R A I N O R Q T H£R I N C L E M€N T W E A T H E R.
<br /> PER PLANS
<br /> JOiNT 1/4"DEEP 5' � ..-` Q �` 5�M�� CURING TI7�1E SHALL$E FOR A MINIMUM OG 72
<br /> l N T E R V A L S B E(W E E M F U LL 6 JP `4 �"� 1"R H 6 U R 5.
<br /> EXTRUDEDCEMENTCONCRETECURBSECTION nrjowai�a�aTHexaaNs�aN� ��1.546MAX �. ALLJOtNT55HALLBECLEANE�ANDEDGEDWRH
<br /> . �Q�N���r MONOUTHIC .� � � AM EDGER HAV(NG A 3fS"HADIUS AFfER FI�iAI �
<br /> CURB&SIDEWA[K q �� ,.,- ;. - �. BROOM FtNISH ISCQMFLfS€Q.
<br /> TYPE E-1 CURB �'Fe�-�cu�s � �,��
<br /> TYPE E-2 CUR6 �� e �,�\\\.� `/�. �~� $. 7. SIDEWALKSARE S`MlN.WIDE,EXCEPT6'AtDNG
<br /> � � � TYPE E�I CURB St SW HMAOR WN . + �t�`` - ARTERIAIS,INCQMMERCIALAREAS,ORAS � �
<br /> APPROVEp�V THE CITY€NGINEER.
<br /> PAVEMENT 2"CRUSHED SURFACINC, g, CURB REVEAL Mt15T MATCH EXISTtNG T4P OF CURB
<br /> BASE CQURSE,COMPACTEp FOR REPLACEMENT PRO1ECf5.7HI5 MEANS THAT
<br /> ^-3/8"FULL 6EPTH EXPANSIdN T1'PE E-1 TO 95%MA7(D£NSfTY THE FULL CURB IS PIACED IN A$SHdWN IPI THE
<br /> IOINT 34'MA?C INTERVAL MATCH �u�� IYPICAL SECTIQN gUT THE ASPHALT 54REEi WILL
<br /> 2 3/4" g^ 2 3/4" 2 3/4" �,° 2 3/4" CiJR6 FULL tJEPTN J9INT5 COVER FAC€OF CURB 50 LE55 THAN b"MA'�BE
<br /> v-cRovecaNrao� TYPE E-1 CURB,PLANTER STRIP& REVEAlEO. �
<br /> � JO�F71/4"OEEP 5' 1f2"FUII DEPTH EXPANSION SEDEWALK SECTtON �
<br /> � 15'MAXSPACING INTERYAiS 6ENJEEN FULL J4iNT 30'MAJf INTERUA! �
<br /> Ai�HALF p€PTH�KPANSIQN
<br /> � �
<br /> g d V-UROVECONTROL
<br /> a e a 1� ; J06tT5 7YP IOINF ij4"OEE?5' COLD JOINT g�-� O
<br /> � 1"R ,. � � 3!&MAIf�EPTH T 5'MPN
<br /> � � • b° � � � INTERVALSBETWEENFULL ' I CEMEN7CONCRETE
<br /> EXPANSION JOtN
<br /> a o _ a � 15'iNTERVALS B€7WE€P! ANO#1RLF DEPTH EXPANSION �
<br /> � � . -. �e . a ��,. -. . . '.•:jt.,:^�..:'�� 30'fULLDEP'MIQINT MAX SIOfWALK
<br /> 4 . . �.�...�....
<br /> ., "�� � JOINTS TYP HM PAVEfv1ENT 1 b'% a
<br /> a a .�•. •... . ,; :..�.,.: . .. _...• � .'.: :_,.�
<br /> ` ` v `�--^-^.'�-�t,., A ]
<br /> 3/&HALF pEPTH ; -W-�'=�"`• _.J. Vir
<br /> e a � CUT/54WED.fOINT ' •�.'.: / , _
<br /> '����Q� CEMEPiT CQNCRETE tUR6 � � EXPANSION JQiNT ° `� �
<br /> g a 6 a d. 0 � \ 15'INTERVALS 6ETWEEIV / �, 2'°CRUSHED SURFACIiV6 BASE
<br /> 4 � � COLD 101NT `� �. �', � � COURSE,COMPAC7ED TO 3595
<br /> � lp�� ° ,� � s. 30'fULI DEP7H JOINTS TYPE A-1
<br /> �s CURB&CUTTER A+lAAX DENSITY �
<br /> e s �� MONOLITHIC CURS&5lDEWALK SECTION "��
<br /> 6 �' x
<br /> s � ,, . SEE STD 305A ��
<br /> � � ---- � 101NT SPACING ='.�� � . �'',"
<br /> 11 u�� " CITY OF EVERETT CITY OF EVERETT
<br /> R �PUBLIC WQRKS DEPARTMENT s �f ` � � � v CITY OF EVERETT � �
<br /> 5 G � ��'4'�T PU�LIC WORKS DEPARTMENT a � �
<br /> �� TYPE E-3 CURB TYPE E-4 RB �k`""� '°'"`�"'° ""`""`"`� �''�g iz�s'o°�zoi� �� ,,
<br /> CU �� p „n�,� y ,. . �5 PUSLIC WORKS DEPARTMENT
<br /> �„ � _- �'" ail�olzoa� � cu�a&curT€e 12J30�Tz015 �
<br /> R - � M _lr�v's on vu,i vir�e�an wme � _
<br /> � ■ ■
<br /> �P.'iudS155 ;4�A.�tlp �>Auiw�4+EL'A �tYR6
<br /> �� TYPES E-1,E-2,E-3&E-4 �3a9 a 'EXTRUDED CEMENT -��9��"�� a E
<br /> � 'CEMENT CONCRETE CURB& � �w� N �
<br /> ��,pT CEMENTCONCRETEGURB&6ltTTER �� p�q�T CpNCRETE SECTIONS 311 � TYPE A CURB&SW
<br /> DAA,FT SIDEWALK DETAllS 312 �
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<br /> . 1 +00 1 +80 � '�
<br /> 11 : 110 � �
<br /> �
<br /> �NOTES : : : ■O �
<br /> 2 1. EQUAlS WIDTH OF DRIVEWAY A7 PROPERTY UNE � NOTES � . }� �
<br /> � � � 1 DETEC't'ABLE WARPI WG PATTERN AR£'A SHALI B� • . ' �, �r
<br /> EXIST SIDEWAtK 2. 318"WIQE fULI DEPTH EXPANSION JOIN7. YELLOW IM C�MPt{ANCE WITH W560T/APWA . . � L V �
<br /> BROOM FINl5H All STAN6ARa SPEC SECTION 9-14.3{3�.
<br /> EXISTTYP€A � 3. 3/8"WIDE FUU QEPTH EXPANSlON JOINT IF SURPAC€S BEF6RE ///���'''BROOM FINISH O.�L \ EXISTING GRADE : : 1 > O ■�
<br /> CURB NOTE 1 ABOVE IS SS'OR GREAiER. SMOOTH 3RpW6LING 10 �SURFACES BEFORE 2 CURB RAMPS SHALL Nt?T BE POUR£D INTEGRAL 1� O N �
<br /> 9 4 EDGESANOJ�f31NT5 SMOOTHTROWELING WITHSI�EWALKANOSHALLBEI50L4TEDPROM TYPE E-1 CURB � � �
<br /> 4. WtTHIN THE CfTY RIGHT-OF-INAY THE ORNEWAY 3 1 EDGES AND 101NT5 AOJACENT SIDEWAIK BY A 3/8"FULL DEVtH : • �� � �
<br /> � SHALL BE SURFACED WITH/�SPHALT OR � Bp��F s� E7(PANSION JOINT. : . : O � �
<br /> � 2 CONCRETE. 3 GUTIERSE("fIONATCItRBRAMFSHALLNOTBE Z� HOT MIX ASPHALT (HMA) OVERLAY N A' �
<br /> 1 P4URE0 INSERGAL WITH ADJACENT GUTfER CLASS �~ `�' � O
<br /> �� `� 5. THE DRIVE\VAY RAMP INCLUDING WING RAMPS Q SECT10N5ld�dD ShfALL SE ISOlATEO BY A 3/8"c�+u � CURB RAMP, 5.3� MAX � �
<br /> '� SHALL BE CONCRETE COMNERCIAL M{X AS A 2 DEPTH EXPANSION lOINT. ' � �
<br /> . s"us. � \ 5 CALLED OUi IN WSDOT STD SPECS.,A MIN OF 6' z � `�" : . �
<br /> THICK AND PLACED 4N A M(NIMUM Of 2" � � 4 CURB RAMP AI�FD GUTTER SECTION AT CURB RAMP
<br /> � / CRUSHEDSURPACINGBASEtOURSECOMPACTED Cn � � MAYBEPpLIREDASAHI(�fTERGAlSECTION. MONOUTHIC CURB AND SIDEWALK : �
<br /> -� ' ` .�J TO 95%MA7tIMUM DENSITY. 5 1;12 MAK,, "1:1Z MAl( N : : ; J � .� �
<br /> 1 �j 3 5 TYPE A-1 INTEGRAL CUR9 ANp GUTTER PER qTY . : . �� �
<br /> ., ' 6. MAINTAIN1/2"LIPATGUTTER.
<br /> STD OW6 3Q5A. � U ��
<br /> �� .�� RAMP 5'W�DING (�,Mp 6 FORRETR�ITINSTALtATIOPlSAWCUTAND "'�"
<br /> s.� ��` � 6'MIN REM�VE EXiSTING SiD�MAU(.CURB AND GUTTER ; . .: .:..: : . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . 10 5 ��
<br /> C�'� 10 . ....=.:..::-:... . . . . . � � -� C'� �
<br /> . . . . .
<br /> :,.:;,... c�
<br /> � � �
<br /> 6'MiN SECTION ALONG NEW EXPANSIOPI JOINT , :
<br /> FACE OF CURB .. ' 1
<br /> '''.,,,.ts�::.,.... • .
<br /> � � LOCATfON.SAWCiIT EXISTWG PAVEMENT AS :::::
<br /> \ 3 REQUIRED FOR FORMING CE NEW CURB AND -.•... � • ,
<br /> -::;:::,z•;:.... V
<br /> CU B AND 0�HIC �� GUTTER.PATCH PAVfMEPfi AS REQUERE0.
<br /> ..
<br /> CROSSWALK q 5 7 FLUSH WITH GUi"fER MO LiP PERMI7TED) : .:.:::.:::::Y;•:::�:•:";,-�•""�'""'� � 10� : 18' . � � W �
<br /> {SEE STD dWG 721� p�N
<br /> ADA STALL � L � �
<br /> g 8 A MfN OF 4'6F TME RAMV'NIDTH MttSf PALL '"�::•:.;;,�_� " „�r � �
<br /> ......:::::.:.�.�:....;.
<br /> ......:..:.::. •
<br /> . .
<br /> INITH3N THE CRpSS WALK$ERVED BY THE RAMP, °••."' " ' ' �v
<br /> YEMENT � � .:::;::•;•:... ' ..i�
<br /> e,>,.,;t�:... � . A
<br /> � ,,.•,;... .
<br /> RAMP 6 MFV 5'MIM RAMV 6'MIN 9 THICKEN EDGE TO FUII OEPTH OF Ap9ACENT CURB . .;y;;�;,:s,, � : � , ■ �
<br /> ..
<br /> 2 1� tAN01NG i SECi70N. . , :, ,, ��i , ,
<br /> � � : � � rn �
<br /> > .,.,. ......................
<br /> „„e, ...........:::.�:::.:::.::.::.........
<br /> .>, .......::::..:. .... . .,. ,:
<br /> •.•..,.. •�
<br /> ...:..........:: � � N
<br /> � �-A-�{ � � N �
<br /> � SECTION A-A I I � : � �
<br /> �'n � s'M�ry Ex�sT s'M!N � � �� 2" HOT:MIX ASPHALT (HMA) � � � �
<br /> PAVEMEiYT `� � �� "�"� 4 PAVEMENT ��`" z� 4 B R,qMP . .
<br /> � .. � . _ ° � '_ _��'_' � 7 5'MIN Q : C.�S �* ; � �1 t
<br /> , � ,:: � LAN�NG 6" � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2� C
<br /> ■=♦
<br /> ,. - -
<br /> g �,"��' - r-.� �0�LITHICCURB � 2' � �� . . Q m � Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . p R'USHED SURFACING .TOP. .COURSE. . . . . . . . . . : . . . . . � OO O �
<br /> � �
<br /> � ��' �5 � � �
<br /> `�.,,�_ s$ 1�z 12 MIN. GRAVEL BASE � � N N
<br /> _ � , F
<br /> � 2 MINCRUSHE�SURFACING � - ° � � r c . COMPAGTED TO 95% MAX DENSITY, MOD. PROCTOR
<br /> �E�o"�E CITY QF EVERETT c
<br /> �� SEGTION A-A SECTION B-B PUBLtC WORKS DEPARTMENT � -FI�I� I�� C�TY �F EVERETT :
<br /> s � � :;� ,, ���T PU6LIC WORKS DEPARTM�NT ,�Ob N0: 16fi2 Date:Ma G 9(117
<br /> �a USIftlG TYPE A-1 CURB USING MONOt1TFI1C CURB&SW '�"� " mA�' V°�•" �� a 12t30�20I6 q� �6 M y�
<br /> iz�a"o�zois File No:
<br /> �� CEMENT CONCRETE � SEGTION B-B DETECTABI.E WARNING PATTERN A��=���
<br /> ��� DRAFT � DRIVEWAY RAMP TYPE-1 �15 �� �TYPE C CURB RAMPp g 3� : ; � Drawn Bv:
<br /> a _ �E�tAFT � � Checked Bv:
<br /> - � - _- - --- �.yTe.�__. �..�.� : � :
<br /> � : Issued for: BID SET
<br /> � : � : 1. BID SET-MAY 19,2017
<br /> : ; : : 2. BID ADDENDUM-JUN.19,2017
<br /> : : : 3. PERMIT RESUBMITTAL-JUL.12,2017
<br /> 9 5
<br /> , TYPICAL ASPHALT SECTION
<br /> SCALE: H 1"=10';V 1"=2' CIVIL '
<br /> ROAD DETAILS
<br /> �-+s i��r�:.1 v�.z:s
<br /> ;,,; ,� �JVV�RK� ��A�'�' �. V A�'II�
<br /> ��t.��.�� � � ,�,��og �rasg��,p�
<br /> c
<br /> �3Y .... .. �ye �' , �c1
<br /> DATE _�.._L�'..=.�.� �,_..�� �... . -
<br /> _ GITY OF EVERET�'REVIEWEI�. ,; ^ y
<br /> 37432 �
<br /> ���'�'L�' �'GI STEgS�'G��l�'�
<br /> SSI4NAL El1 .
<br /> �-ll-l7
<br />
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