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1 I <br /> I <br /> h 0 \ 0 NOTES c e S r i t h <br /> 12" R 1" R 1" R <br /> 1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE. <br /> St opE V - <br /> Y i qR/q$�E 6" S�OP�vPR1PB�� EXIST SIDEWALK 2. 3/8":::: <br /> EXPANSION C 0 X <br /> I yy3. 3/8" EXPANSION JOINT IF <br /> a ° �- I I EXIST TYPE A y y y y y y y y y y ` y w y NOTE 1 ABOVE IS 15'OR GREATER. V <br /> aLo to as ° CURB 1110 <br /> ` y y y y y ' y ` * 9 4. WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY r h i a c to cts <br /> y SHALL BE SURFACED WITH ASPHALT OR <br /> y <br /> A 98112 <br /> ° a ° _ a ��1 y y y0 CONCRETE. 1928 43rd Ave E., Ste A <br /> a -= PAVEMENT - -- - ° to <br /> I 9� ` \ 5. THE DRIVEWAY RAMP INCLUDING WING RAMPS ( 2 0 6 )Seattle , <br /> e 4\5 3 4 0 5 3 <br /> a \ SHALL BE CONCRETE COMMERCIAL MIX AS shoesmithcox . com <br /> a A11011 <br /> ��oCALLED OUT IN WSDOT STANDARD <br /> ° y y W © SPECIFICATIONS,A MIN OF 6"THICK AND PLACED <br /> y y ON A MINIMUM OF 2" CRUSHED SURFACING <br /> 4.4 <br /> a `�� W y BASE COURSE COMPACTED TO 95% MAXIMUM <br /> a11!114111. 1.1444****** <br /> O ''' ywyy yyyyyy y DENSITY. <br /> .• a y y y y y y y <br /> y y y y y y y y <br /> 8" I 6" y y y y 6. MAINTAIN 1/2" LIP AT GUTTER. <br /> �-1 4,111000.1 <br /> yyyyyyy <br /> \ 4244, W y <br /> 1 �\ yy <br /> 4, <br /> O \ <br /> TYPE E-1 CURB TYPE E-2 CURB <br /> .4.41#,,, '' 14101111sp <br /> 2-3/4" 6" 2 3/4" 2-3/4" 2-3/4" V EXIST MONOLITHIC <br /> 6" CURB AND SW <br /> PAVEMENT <br /> a <br /> a ° �, 5' MIN 5' MIN bethany <br /> ,, . 1„R o <br /> N ° 11t ° <br /> o d EXIST EXIST skilled n u rs i n g <br /> Z ' a a° ° ° a Z PAVEMENT CI 2% O PAVEMENT 2% O a d d t (� r1 S <br /> A <br /> w <br /> O Q <br /> w <br /> 10" a ° \:-- / 2235 Lake Heights Drive <br /> 5 \ MONOLITHIC CURB <br /> w a <br /> _ Everett, WA 98208 <br /> Z 11 1/2" CITY OF EVERETT &SW <br /> U <br /> 2" MIN CRUSHED CITY OF EVERETT <br /> ' ;m�Err PUBLIC WORKS DEPARTMENT Z SURFACING '` <br /> Err PUBLIC WORKS DEPARTMENT <br /> SECTION A-A SECTION B-B BASE COURSE <br /> City EngYA S TO Managr CADManager Dravm By Curren RevDate City Engin Section Manager CAD Manager Drawn By Curtent Pev Date <br /> O o RYAN SASS TOM HOOD PAUL WILHELM WRB 04�26/2017 .,a <br /> TYPE E-3 CURB TYPE E-4 CURB "T� RYAN SASS TOM HOOD PAUL WILHELM WRB 4/26/2017 <br /> W USING TYPE A-1 CURB USING MONOLITHIC CURB&SW TITLE <br /> w t` STANDARD DRAWING No. O STANDARD DRAWING No, <br /> TYPES E-1, E-2, E-3 & E-4 CEMENT CONCRETE <br /> Es, CEMENT CONCRETE CURB & GUTTER 309 qge <br /> DRIVEWAY RAMP TYPE - 1 315 <br /> 1 I <br /> KEYMAP <br /> OT <br /> PE El C RB CEMENT CONCRETE DRI EWA RAMP - T PE 1 <br /> NOT TO SCALE 2 NOT TO SCALE <br /> Bethany <br /> MODIFIED CONC of the Northwest <br /> <„,........._ CURB ❑ GUTTER <br /> ANO. DATE REVISION <br /> DOH CRS <br /> FLOW ROUTING 1 01-28-2019 RESPONSE 1 <br /> HMA CL Y2", PG 64-22 PER WSDOT 9-03.8(6) CONCRETE MOUND <br /> AND 9-02.1(4) s-"'.' <br /> \ \�\ \ \ \\ \ \ _ '�' 3/8" MINUS CRUSHED GRAVEL 1 CITY OF EVERETT <br /> CRUSHED SURFACING BASE COURSE PER �- i i.�, ..j,I - [ 1 - IIII <br /> *41 CONC CURB i GUTTERv. 3 03.29-2019 RESPONSE D 1 (BLDG) <br /> NON-WOVEN GEOTEXTILE FABRIC MIRAFI7o° <br /> CITY OF EVERETT I ° I ° ° WSDOT 9 03.9(3) 140N OR APPROVED EQUIVALENT)( 7 21 'ram /� PER STD MATCH 4 04.29-2019 RESPONSE 01 (PW) <br /> -•----- SUBGRADE NOTES: I I ' � I ' ' I I , 1 I ��� �/ PAVEMENT LINE <br /> SUBGRADE - ,/ CITY OF EVERETT <br /> NOTES: III III III III III 1. DEPTHS INDICATED ARE COMPACTED THICKNESSES. <br /> A 5 05.31-2019 RESPONSE El 2(PVV) <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 RA E L S RFAC I N G <br /> LAYERS. ANY LOCALIZED ZONES OF SOFT, ORGANIC-RICH, OR DEBRIS-LADEN SOILS SHOULD BE OVEREXCAVATED AND C RB DRAIN C T OPENING <br /> REPLACED WITH STRUCTURAL FILL MATERIAL. 5 NOT TO SCALE <br /> SCALE NTS PROJECT MANAGER <br /> ASPHALT PA EMENT I_D- <br /> NOT TO SCALE0 TOP OF CURB <br /> TYPICAL GUTTER ELEVATION PROJECT ENGINEER <br /> GUTTER LINE 6" 18 2 6 TOP OF CURB TOM <br /> _i 2" PROJECT TEAM MEMBERS <br /> L- FACE OF CURB a GUTTER LINE ROS <br /> J CHECK <br /> 6 1/2" ,-- _.„„ggoit/aY 2� DCN <br /> d i A. a `_a <br /> a e a CEMENT CONCRETE PAVEMENT 5 1/2 1„ 6-•�-- 0%„ _ _ <br /> r- CRUSHED SURFACING BASE COURSE PER <br /> 1" R 6 1 SEAL <br /> I I v f I Ivl III (I I I WSDOT 9-03.9(3) <br /> Imo- I _ 1" DROP AT GUTTER FACE <br /> N ;, ! SUBGRADE 1'2" R MODIFIED CURB GUTTER <br /> GUTTER SLOPE <br /> GUTTER SLOPE �,cISTO <br /> phrb <br /> NOTES: r a ° ��" og Aasg/kc-'so�� <br /> 1. DEPTHS INDICATED ARE COMPACTED THICKNESSES. a 1" R 1/2" R ROADWAY SECTION B-B T PE 1 •0":;1 <br /> 2. CEMENT CONCRETE PAVEMENT SHALL CONSIST OF PORTLAND CEMENT CONCRETE WITH A MINIMUM COMPRESSIVE SECTION A-A t1 STRENGTH OF 4000 PSI AND A MINIMUM RUPTURE MODULUS OF 580 PSI. a a SCALE: NTS <br /> - <br /> 3. GRANULAR SUBBASE SHALL CONSIST OF "BALLAST" PER WSDOT 9-03.9(1), "GRAVEL BORROW' PER WSDOT 9-03.14, OR ENSCALE: NTS °�' ��c s �'0 � <br /> a a <br /> CRUSHED RECYCLED CONCRETE PROVIDED THAT IT MEETS THE SAME TEXTURAL CRITERIA AS "BALLAST" OR "GRAVEL �SSIONAL �� <br /> C RB C T <br /> BORROW." ° <br /> 4 5/31/2019 <br /> 4. ALL BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95°/0 BASED ON THE MODIFIED PROCTOR a <br /> MAXIMUM DRY DENSITY PER ASTM D-1557. a ° 4 a a L NOT TO SCALE <br /> 5. SUBGRADE SHALL BE COMPACTED TO A FIRM AND UNYIELDING CONDITION PRIOR TO PLACEMENT OF ANY PAVEMENT TITLE <br /> LAYERS. ANY LOCALIZED ZONES OF SOFT, ORGANIC-RICH, OR DEBRIS-LADEN SOILS SHOULD BE OVEREXCAVATED I 1 t_6tt PA I N G DETAILS <br /> AND REPLACED WITH STRUCTURAL FILL MATERIAL. <br /> CONCRETEPA E M E N T Civil Engineers <br /> 0 ( CONCRETEC RB & G TT ER <br /> R Structural Engineers <br /> Landscape Architects inNOT TO SCALE <br /> 6 Community Planners ilk AMP <br /> NOT TO SCALE Natural Resource Ecologists <br /> Land Surveyors PROJECT NO. <br /> Neighbors 18.03-01 <br /> DATE <br /> A H B L 12/21/2018 <br /> PROJECT NETWORK PATH <br /> 4 <br /> O TACOMA • SEATTLE <br /> Q qua SPOKANE • TRI - CITIES SHEET NUMBER <br /> 2215 North 30th Street, Suite 300 Tacoma, WA 98403 <br /> Know what's a OW. <br /> 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB 1 0 <br /> C4 • <br /> Call before you dig. NOT FOR CONSTRUCTION PERMIT SET <br /> DATE: May 30, 2019 FILENAME: Q:\2018\2180406\10_CIV\CAD\2180406-SH-PAVE.dwg COPYRIGHT© 2018 shoesmith cox architects <br />