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<br /> � � NOTES m � th
<br /> 3 h es
<br /> 2 1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LiNE. S O
<br /> � �� �� �� �
<br /> ' S�Op 1/2 R� �1 R 1_ R EXIST SIDEWALK 2. 3/8"WIDE FULL DEPTH EXPANSION JOINT.
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<br /> �VqR�qB�F 6 / � vp,R\PB�E � I 4 � W W W v 3. 3/8" WIDE FULL DEPTH EXPANSION JOINT IF °
<br /> � � S�OP� � i��� ' NOTE 1 ABOVE IS 15'OR GREATER. ' �
<br /> -I i i ,----�`t'" _ ; , � � � � � _ _
<br /> �� � �- !�3'� � ������� � EXIST TYPE A " � " � '" ,� � �, � � � � � �� TY RI HT-OF-WAY THE DRNEWAY � � I � � � � S
<br /> a CURB � � .� � 4. WITHIN THE CI G Vt C �
<br /> a° a W � � 4 SHALL BE SURFACED WITH ASPHALT OR
<br /> � 1D � ` CONCRETE. 1928 43rd Ave E., Ste A
<br /> � a Q ° �9� � Seattle , WA 98112
<br /> � _ _ _ - - - \ 5. THE DRIVEWAY RAMP INCLUDING WING RAMPS ( 2 0 6 ) 4 5 3 • 4 0 5 3
<br /> _ = PAVEMENT - - _ = ° � 0 1 SHALL BE CONCRETE COMMERCIAL MIX AS s h o e s m i t h c o x . c o m
<br /> � �° a .-�
<br /> .-+ a � � CALLED OUT IN WSDOT STANDARQ
<br /> a a � �� �P-� \ ,� � y , Z SPECIFICATIONS,A MIN OF 6"THICK AND PLACED
<br /> a � �� � ON A MINIMUM OF Z"CRUSHED SURFACING
<br /> a 4 c s / � O W W W � y � W BASE COURSE COMPACTED TO 95%MAXIMUM "
<br /> a � - 1 �, �� \ W �' � � y � y " LL DENSITY.
<br /> � ° -�- � y , .� �. W
<br /> i 6 �� � W � " �, W .� 6. MAINTAIN 1/2" LIP AT GUTTER. `
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<br /> 2-3/4" 6�� 2-3/4° 2-3/4° 6° 2-3/4"
<br /> PAVEMENT '
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<br /> MONOLITHIC CURB '
<br /> w , ___ ___ _ a &SW ---' Everett, WA 98208 E
<br /> � 11-1/2�� CITY OF EVERETT o 2�� M,N �R�SHEo �� � CITY OF EVERETT
<br /> o �
<br /> � .' FVE�Err � PUBLIG WORKS DEPARTMENT
<br /> Z PUBLIC WORKS DEPARTMENT SURFACING ` EVE/,tE�
<br /> � �� � � BASE COURSE �
<br /> � SECTION A-A SECTION B-B
<br /> o Q ��ERYANSASS �TOMHOOD �QPAUnLWILHFLM °`aw�e�Rg eo�.e�ae�oa o Q �c�.e�:;eN� �s�;o�nnanaee� c.�oma�age. o�aw�er c��.e��aevoaoe
<br /> 04%26�2017 RYAN SASS TOM HOOD PAUL WILHELM WRB 4/2 6 j 2 0 1 7
<br /> �� � T Y P E E-3 C U R B T Y P E E-4 C U R B �_ °$ USING TYPE A-1 CURB USING MONOLITHIC CURB&SW T'�'F
<br /> S T A N�A R�O P A W I N G N o. STANGAPD�PA W ING No.
<br /> w� ' TYPES E-1, E-2, E-3 & E-4 w� C E M E N T C O N C R E T E
<br /> 309 �� 315
<br /> �Q� CEMENT CONCRETE CURB & GUTTER 9 a� DRIVEWAY RAMP TYPE - 1
<br /> `�" _ - -
<br /> - -- -- - -- -- --_- _�_ , G�� --
<br /> KEYMAP
<br /> CEMENT CONCRETE DRIVEWAY RAMP - TYPE 1
<br /> TYPE E1 CURB =
<br /> 2 NOT TO SCALE B �'t �"' �'. �
<br /> � NOT TO SCALE y
<br /> MODIFIED CONC Of tIl@ Northwest
<br /> 6 CURB & GUTTER
<br /> A � N0. DATE REVISION
<br /> FLOW ROUTING DOH CRS
<br /> HMA CL Yz", PG 64-22 PER WSDOT 9-03.8(6) � � CONCRETE MOUND 1 01-28-2019 RESPONSE#1 _
<br /> ..:, .
<br /> - 1
<br /> CITY OF EVERETT
<br /> _ - - . • ��
<br /> .. . ....: . .. . ..
<br /> ..:y<. . , .:..:,�:',, .,.._t�_•.,:,:.��.::.�.��'�'�•.. : .:•.. •�. ••: : :,• .
<br /> AND 9-02.1(4) � , . ... ,.. .. �,_..;,�::_.�.r:::_.�..�.,:,.,,_...,-�...:..w:. .}.. -----.`.- - __ __---- ---
<br /> : . �� � ..- 3/8 MINUS CRUSHED GRAVEL
<br /> � � :% i� %j i'%%'.�i�j';�����ii��� �i,:i,.����; � � _�, _ _ , �, .3-- O3. RESPONSE#1 (BLDG) .
<br /> . . . ..; ;�: '.; ';-; - --
<br /> CRUSHED SURFAGNG BASE COURSE PER � � CONC CURB & GUTTER
<br /> : �� ��.-- ��- . _ _ �� IRAFI � - -- -
<br /> � J`� �, ��'�, ��, RESPONSE#1 PW
<br /> NO�1-WOVEN GEOTEXTILE FABRIC (M �°J PER STD MATCH 4 04.29-2019 O
<br /> �t � a��,� o�?�,� �.���a� aL J a��J�`,-���� WSDOT 9-03.9(3) � - � �� - - - - -
<br /> , � , -- 140N OR APPROVED EQUIVALENT) PAVEMENT LINE
<br /> � _ - �
<br /> > CITY OF EVERETT
<br /> � - I - ' I • SUBGRADE SUBGRADE � 5 _ __05.31-2019 RESPONSE#2(PW) �
<br /> � , ;
<br /> � I _ , ; NOTES:
<br /> NOTES: 1. DEPTHS INDICATED ARE COMPACTED THICKNESSES.
<br /> 1. DEPTHS INDICATED ARE COMPACTED THICKNESS. 2. CRUSHED GRAVEL AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% BASED ON THE MODIFIED _ ---- --
<br /> 2. HMA SHALL BE COMPACTED TO A TARGET AVERAGE DENSITY OF 92% BASED ON THE RICE THEORETICAL MAXIMUM PROCTOR MAXIMUM DRY DENSITY PER ASTM D-1557. IF COMPACTION REQUIREMENT IS NOT MET, EXCAVATE AND MATCH EXIST
<br /> DENSITY PER ASTM D-2041. INDIVIDUAL LOCATIONS SHALL BE COMPACTED NOT LESS THAN 90% NOR MORE THAN 96%. REPLACE WITH 6" GRAVEL BASE PER WSDOT 4-02. GRAVEL BASE SHALL BE INCREASED AS REQUIRED TO ACHIEVE A CROSS SLOPE
<br /> 3. ALL ASPHALT BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% BASED ON THE MODIFIED FIRM AND UNYIELDING SUBGRADE
<br /> PROCTOR MAXIMUM DRY DENSITY PER ASTM D-1557.
<br /> 4. SUBGRADE SHALL BE COMPACTED TO A FIRM AND UNYIELDING CONDITION PRIOR TO PLACEMENT OF ANY PAVEMENT G RAVE L S U RFAC I N G C U RB D RAI N C UT O P E N I N G
<br /> LAYERS. ANY LOCALIZED ZONES OF SOFT, ORGANIC-RICH, OR DEBRIS-LADEN SOILS SHOULD BE OVEREXCAVATED AND �
<br /> REPLACED WITH STRUCTURAL FILL MATERIAL. .
<br /> NOT TO SCALE SCALE: NTS
<br /> PROJECT MANAGER
<br /> LDJ
<br /> AS P H ALT PAV E M E N T TYPICAL GUTTER ELEVATION
<br /> TOP OF CURB PROJECT ENGINEER
<br /> 3 NOT TO SCALE GUTTER LINE 18 6 TOP OF CURB TJM
<br /> C�� .Lo PROJECT TEAM MEMBERS
<br /> 2n
<br /> GUTTER LINE R�S
<br /> FACE OF CURB � cHECK ---
<br /> � J 2V DCN
<br /> „
<br /> � _--- .------
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<br /> , o ' ° r u � o `�� CEMENT CONCRETE PAVEMENT „ ��� 6;1 -
<br /> 6�,1 SEAL
<br /> �
<br /> �-� ��� � � �,��� � � � CRUSHED SURFACING BASE COURSE PER 1" DROP AT GUTTER FACE
<br /> _ - _i _ _ WSDOT 9-03.9(3) ��� R MODIFIED CURB & GUTTER
<br /> �-`-�-I-- SUBGRADE 1'2" R GUTTER SLOPE G��oF WO���'
<br /> cv ' ''' _, I _ GUTTER SLOPE �� '1'G�
<br /> � ��� �a��
<br /> .
<br /> 0
<br /> NOTES: a'-- 1/2" R ROADWAY SECTION B-B TYPE 1
<br /> 1" R
<br /> 1. DEPTHS INDICATED ARE COMPACTED THICKNESSES. °
<br /> 2. CEMENT CONCRETE PAVEMENT SHALL CONSIST OF PORTLAND CEMENT CONCRETE WITH A MINIMUM COMPRESSNE S ECTI O N A'A � r, �
<br /> STRENGTH OF 4000 PSI AND A MINIMUM RUPTURE MODULUS OF 580 PSI. _ SCALE: NTS �'a� RE�9���,0 �c�,`;'
<br /> ._ a
<br /> 3. GRANULAR SUBBASE SHALL CONSIST OF "BALLAST" PER WSDOT 9-03.9(1), "GRAVEL BORROW" PER WSDOT 9-03.14, OR � � a SCALE: NTS s1
<br /> �s ONAL ���
<br /> CRUSHED RECYCLED CONCRETE PROVIDED THAT IT MEETS THE SAME TEXTURAL CRITERIA AS "BALLAST" OR "GRAVEL
<br /> BORROW." � � C U RB C UT 5/31/2019
<br /> 4. ALL BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% BASED ON THE MODIFIED PROCTOR _� , 7
<br /> � -� NOT TO SCALE nr�
<br /> MAXIMUM DRY DENSITY PER ASTM D-1557. ��
<br /> � ; �,
<br /> �: �
<br /> 5. SUBGRADE SHALL BE COMPACTED TO A FIRM AND UNYIELDING CONDITION PRIOR TO PLACEMENT OF ANY PAVEMENT PAVING DETAI_LS _ �
<br /> ---- --- -_----------------- ---
<br /> LAYERS. ANY LOCALIZED ZONES OF SOFT, ORGANIC-RICH, OR DEBRIS-LADEN SOILS SHOULD BE OVEREXCAVATED I 1'-6° _
<br /> AND REPLACED WITH STRUCTURAL FILL MATERIAL. r
<br /> Civil Engineers � - - ---
<br /> Structural Engineers `�
<br /> CONCRETE PAVEMENT -- -
<br /> Landscape Architects
<br /> 4 NOT TO SCALE
<br /> C O N C R E T E C U R B & G U TT E R Community Planners
<br /> 6 NOT TO SCALE Natural Resource Ecologists,,� � y � PRo�ECT No.
<br /> Land Surveyors
<br /> Neighbors 18.03-01
<br /> DATE
<br /> -- _ - ---- ----
<br /> � � 12/21/2018
<br /> ---___ _ ------ - ---------
<br /> - PROJECT NETWQRK PATH
<br /> 0
<br /> � � �� } � �� �� ���� � TACOMA � SEATTLE � �
<br /> .�. , � ,_ --- ._--- ----- -
<br /> SPOKAN E • TRI - CITI ES SHEETNUMBER
<br /> �Q Q� a '��1����'�EQ FQR. P��'-''' 2215 North 30th Street, Suite 300 Tacoma, WA 98403
<br /> � 253.383.2422 TEI. 253.383.2572 F,4x www.ahbl.com wE6
<br /> ■
<br /> Know what's be�OW.
<br /> NOT FOR CONSTRUCTION PERMITSET
<br /> Cal I before you dig. COPYRIGHT O 2018 shoesmith cox architects
<br /> DATE: May 30, 2019 FILENAME: Q;\2018\2180406\10_CIVICAD\2180406-SH-PAVE.dwg
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