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. . ... . .... .. . .. . _.. . _ . .. .. . . . .
<br /> � NOTES m i h
<br /> 3 h es t
<br /> Z 1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE. � �
<br /> ,� �, ��
<br /> SCOp� 1/2 R 1 R 1_ R EXIST SIDEWALK 2. 3/8"WIDE FULL DEPTH EXPANSION JOINT.
<br /> rVq 6�� �
<br /> �� ��qB�F '� 5`pPE�AR�AB�� � y W W W _ W W 3. 3/8"WIDE FULL DEPTH EXPANSION JOINT IF
<br /> 0� � f" ,� ,� ,� NOTE 1 ABOVE IS 15'OR GREATER. ' c�
<br /> �� � ��- � � EXIST TYPE A W "� "' " W "" � " �' -9 �,,1 1 C I � V V 1. S Q
<br /> ` a- ° CURB ` ` ` �` , � 4. WITHIN THE CITY RI6HT-OF-WAY THE DRNEWAY
<br /> - 8 d W W W W `� SHALI BE SURFACED WITH ASPHALT OR
<br /> a `° �p
<br /> Q � CONCRETE. 1928 43rd Ave E., Ste A
<br /> a . d d _ ���' Seattie , WA 981 1 2
<br /> -- __ _ _ � \ � 5. THE DRIVEWAY RAMP INCLUDING WING RAMPS ( 2 0 6 ) 4 5 3 - 4 0 5 3
<br /> PAVEMENT °
<br /> � a. __ __ _ _ �c i SHALL BE CONCRETE COMMERCIAL MIX AS s h o e s m i t h c o x , c o m
<br /> � a
<br /> d � o CALLED OUT IN WSDOT STANDARD
<br /> ° d d ��\ �� \ y ,� � �` � 2 S P E G F I C A T I O N S,A M I N O F 6"T H I C K A N D P L A C E D
<br /> a � ON A MIIdIMUM OF 2"CRUSHED SURFACING
<br /> �d Q � ,� �.� .� � y � w � .� W BASE COURSE COMPACTED TO 95%MAXIMUM
<br /> a � 'r�. �\ 5O\ WWWy � W � W yWy DENSITY.
<br /> ♦
<br /> . .Q � �i y W W W
<br /> $„ 6�� �\ / \ W ` "' � y � W y y ,� W ,� � 6. MAINTAIN 1/2" LIP AT GUTTER.
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<br /> TYPE E-1 CURB TYPE E-2 CURB � ��
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<br /> ;
<br /> ��' ' EXIST MONOLITHIC
<br /> CURB AND SW
<br /> 2-3/4" 6" 2-3/4" 2-3j4" 6,� 2-3j4"
<br /> PAVEMENT
<br /> ,
<br /> � a. � 5'MIN 5'MIN
<br /> 0 1��R d d 1«� � skilled nursing
<br /> o � EXIST � �
<br /> g a,, a ''' _ 4 .. 3 PAVEMENT 6 2� 4 PAVEMENT 2% � a d d � t � 0 n S
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<br /> � � °Q a Z
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<br /> � a ° Q A Q � - 2235 Lake Heights Drive
<br /> Q
<br /> s 10�� ° ° 5 �MONOLITHIC CURB
<br /> � � � Everett WA 98208
<br /> N &Sw � - ---- ,
<br /> 0 11-1/2�� � � � CITY OF EVERETT o 2��MIN CRUSHED i CITY OF EVERETT
<br /> � : ��R�T PUBLIC WORKS DEPARTMENT °� SURFACING � : �R�' pUBLIC WORKS DEPARTMENT
<br /> Z Z SECTION B-B BASE COURSE
<br /> � " SECTION A-A
<br /> wCityCng�nzEr ----� Sestionhtene�r GDManqer DrewnBy Nrren PevDate W dryEnpneer SecHonMaru{er U�Mma�er Dra.mBy Curte tPev
<br /> �Q RYAN SA55 TOM HOOD PAUL WILHELM WRB 04�26/2017 �< RYAN SA55 TOM HOOD UPAUL WILHELM WRB 4f 26�2017
<br /> �� TYPE E-3 CU RB TYPE E-4 CU RB T"`� STAMMN6DNAWINGNa. �� USING TYPE A-1 CURB USIN6 MONOLITHIC CURB&SW "� n�,o�,o�„�„„�,�
<br /> � T Y P E S E-1, E-2, E-3 & E-4 � CEMENT CONCRETE 315
<br /> �g" CEMENT CONCRETE CURB &GUTTER 30g L<� DRIVEWAY RAM P TYPE - 1
<br /> KEYMAP
<br /> TYPE E1 CURB CEMENT CONCRETE DRIVEWAY RAMP - TYPE 1
<br /> � NOT TO SCALE g �� h a n
<br /> 1 NOT TO SCALE y
<br /> MODIFIED CONC O'f tf'1@ NOI"'t�'1W@St
<br /> 6 CURB & GUTTER
<br /> A � N0. DATE REVISION
<br /> FLOW ROUTING
<br /> �_ � CONCRETE MOUND
<br /> HMA CL y2", PG 64-22 PER WSDOT 9-03.8(6) , . .,_ J:.. . .;_.....,,„;.; ... . �: ,� '
<br /> = AND 9-02.1(4) �. ' `�' � � `�" ' ;::�� "�`«�-:+'� 3/8" MINUS CRUSHED GRAVEL
<br /> � : �'�,�...' 7,
<br /> CRUSHED SURFACING BASE COURSE PER �. `' .. .. ,^,.r...•..'-, , ,. ,-,` .'I,t-•. • CONC CURB & GUTTER
<br /> -i I - -� NON-WOVEN GEOTEXTILE FABRIC (MIRAFI �°� PER STD MATCH
<br /> � ° ° o ° ° WSDOT 9-03.9(3) 1 ,- j ,� 140N OR APPROVED EQUIVALENT) � PAVEMENT LINE
<br /> �-_T i I �=---_-_ SUBGRADE SUBGRADE
<br /> NOTES: A
<br /> - i -- I -- I 1. DEPTHS INDICATED ARE COMPACTED THICKNESSES.
<br /> NOTES: ' ' ' ' '
<br /> 1. DEPTHS INDICATED ARE COMPACTED THICKNESS. 2. CRUSHED GRAVEL AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95°/a 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°/a 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 RA1 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 /> 0 C MANA
<br /> LDJ
<br /> AS P HALT PAVE M E N T TYPICAL GUTTER ELEVATION PROJECT ENGINEER
<br /> 3 NOT TO SCALE GUOTTEOR LINE�
<br /> 6�� 18� 6 TOP OF CURB TJM
<br /> � 2�� •Ln PROJECT TEAM MEMBERS
<br /> GUTTER LINE R�S
<br /> FACE OF CURB a cHecK
<br /> � � 2V DCN
<br /> „
<br /> o°ia_
<br /> , ° ° , ` Q , "--e--- CEMENT CONCRETE PAVEMENT „ �� 6:1
<br /> p � 6•.1 s�o,�
<br /> ,
<br /> ,
<br /> CRUSHED SURFACING BASE COURSE PER
<br /> 1" DROP AT GUTTER FACE
<br /> � �_i � WSDOT 9-03.9(3)
<br /> 1" R MODIFIED CURB &GUTTER 1STOp
<br /> - ' - �i - - -�--- SUBGRADE ��2' R GUTTER SLOPE �� �I�
<br /> i� ��!� ���,� � �_�� , ��� � ��� � � GUTTER SLOPE ����oF Rasg������
<br /> a - �
<br /> 4 6, � � ' �
<br /> NOTES: �/2�� R ROADWAY SECTION B-B TYPE 1
<br /> 1. DEPTHS INDICATED ARE COMPACTED THICKNESSES. �
<br /> 1" R
<br /> 2. CEMENT CONCRETE PAVEMENT SHALL CONSIST OF PORTLAND CEMENT CONCRETE WITH A MINIMUM COMPRESSIVE S ECTI O N A�A � �� �
<br /> SCALE: NTS �'o� ,p�,�S�4�o �4,w
<br /> STRENGTH OF 4000 PSI AND A MINIMUM RUPTURE MODULUS OF 580 PSI. - ° a
<br /> 3. GRANULAR SUBBASE SHALL CONSIST OF "BALLAST" PER WSDOT 9-03.9(1), "GRAVEL BORROW" PER WSDOT 9-03.14, OR � a a SCALE: NTS
<br /> ti
<br /> `sSIONAL E��
<br /> CRUSHED RECYCLED CONCRETE PROVIDED THAT IT MEETS THE SAME TEXTURAL CRITERIA AS"BALLAST" OR"GRAVEL a
<br /> BORROW." a ° CURB CUT
<br /> 4. ALL BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% BASED ON THE MODIFIED PROCTOR o 7
<br /> MAXIMUM DRY DENSITY PER ASTM D-1557. ° . ° a a a � NOT TO SCALE
<br /> 5. SUBGRADE SHALL BE COMPACTED TO A FIRM AND UNYIELDING CONDITION PRIOR TO P�ACEMENT OF ANY PAVEMENT ¶�PAVI N G D ETAI LS
<br /> LAYERS. ANY LOCAUZED ZONES OF SOFT, ORGANIGRICH, OR DEBRIS-LADEN SOILS SHOULD BE OVEREXCAVATED I+ 1'-6° _
<br /> AND REPLACED WITH STRUCTURAL FILL MATERIAL. r
<br /> Civil Engineers -.
<br /> °x:' �s� �
<br /> C O N C R E T E P AV E M E N T Str�°tu�'E�g'�ee�s { j
<br /> Landscape Architects �: ., ��� � � �'
<br /> 4 NOT TO SCALE C O N C R ET E C U R B & G U TT E R Community Planners �� �
<br /> 6 NOT TO SCALE Natural Resource Ecologists �� .�, PRo�Ecr r,o.
<br /> Land Surveyors
<br /> Neighbors - 18.�3-�1
<br /> DATE
<br /> � � 6/8/2020
<br /> - PROJECT NETWORK PATH
<br /> AS-BUIIT DRANANG NOTE: ,
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<br /> nESE AS-BULt oRA�16S IFt1E�CT I�II�AEM9�15
<br /> 11NT�WOE W lE qAAIIL Od11RACf ORANI6S
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<br /> �sva��aE�oa�cr aa�xo�ouo�s a
<br /> � �� '�'�"Lt0R/�'�' 2215 North 30th Street, Suite 300 Tacoma, WA 98403
<br /> 253.383.2422 TE� 253.3832572 FAx www.ahbl.com wEa
<br /> Know what's b@�OW. �
<br /> f r I . AS-BU 1 LT PERMIT SET
<br /> Callbeoeyoudg
<br /> COPYRIGHT O 2018 shoesmith cox architects
<br /> DATE: June 8, 2020 FILENAME: Q:\2018\2180406\10_CIV�CAD\2180406-SH-PAVE.dwg
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