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<br /> e I ; ►4 \ \ ! I BUILDING OUTLINE 1928 43rd Ave E., Ste A
<br /> I). \ 43k-,' Seattle , WA 98112
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<br /> 123 PROPOSED MINOR CONTOUR ( 2 0 6 ) 4 5 3 - 4 0 5 3
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<br /> \� I I - - - - 123 PROPOSED MAJOR CONTOUR
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<br /> .,-123.45 SPOT ELEVATION
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<br /> \I I 1.0% OR 3:1 SLOPE
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<br /> .� - RIDGE OR VALLEY
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<br /> � I f-LP 123.45 LOW POINT
<br /> .,-HP 123.45 HIGH POINT
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<br /> II I i `- , `� j LP 454.96 e I ` / I {I 1 ; 1O MATCH EXISTING GRADE.
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<br /> _ \ / 455.49 l I ! { • 2 ACCESSIBLE PATH. SLOPE SHALL NOT EXCEED 2.0% IN ANY
<br /> e t I- ► DIRECTION. 2235 Lake Heights Drive
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<br /> '° I / lb. r� / ., L.L.W.7/_ / I 1. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO
<br /> y / PLACEMENT OF PAVING AND UTILITY IMPROVEMENTS.
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<br /> 456.70
<br /> Iin to �� D4 / e m / I I 2. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM
<br /> - _ _ _ / • J BUILDINGS FOR ALL PAVED AND NON-PAVED
<br /> 14_ ON PAVED AREAS, AND SHALL1 II 1 � 3 ' / 1 = 456 62I
<br /> GRADE ALL AREAS TO PRECLUDE PONDING OF SURFACE WATER. O F the Northwest
<br /> �;� ( ' 456.81 ~ O ! I I I 3. THE SPOT ELEVATIONS INDICATED ON T NO. DATE REVISION
<br /> i � LP454.85 T7"T/ THESE PLANS REPRESENTS
<br /> . .,w. � , e 456.75�� 0 �456161 I DOH CR5
<br /> tom.. e 456.81 457.08 / THE DESIGN TOP OF PAVEMENT UNLESS NOTED OTHERWISE.
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<br /> / Q u, 1 01-28-2019 RESPONSE 1
<br /> / / \ .0 / % 456.76 / d oo
<br /> ( " I { 1 'n CITY OF EVERETT
<br /> "„' _�s 4r,' / / ` / 456 58 d 4. VEGETATED AREAS LOCATED ADJACENT TO THE BUILDING SHALL BE 3 03.29-2019 RESPONSE 1 (BLDG)
<br /> - 1 / , \�S I ! 6" MIN BELOW FINISH FLOOR ELEVATION UNLESS NOTED OTHERWISE.
<br /> 11- L ._�.�..�..� 1 / e �� I ! CITY OF EVERETT
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<br /> 5. ADAROUTESSHALL NOT EXCEED 5% IN THE DIRECTION OF TRAVEL 4 04.29-2019 RESPONSE 1 (PW)
<br /> / 456j61 / lip UNLESS HANDRAILS ARE PROVIDED. LANDINGS AT NO MORE THAN 2% CITY OF EVERETT
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<br /> J / e j / / SHALL BE PROVIDED FOR EVERY 2.5 FEET OF RISE. CROSS SLOPE 5 05.31-2019 RESPONSE 02(PW)
<br /> I jiii,i, „i,i,ii,4 / / / SHALL NOT EXCEED2%.
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<br /> I / / / ,' 6. TYPICAL CURB HEIGHT IS SIX INCHES UNLESS NOTED OTHERWISE.
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<br /> BOTTOM OF FACIL TY: 455.25 /
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<br /> / RC S/ / / CHECK 455.96 //t I 455.90 456.02 DCN/ �/ I l ` 1455.96 i o /
<br /> 4''/ I I I \ 455.92
<br /> 455.98 - / � o`/ I I Ax.N. / 456.54 / 641 �<' //-457' // I 1 r
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<br /> 1 ( TITLE
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<br /> I
<br /> Civil Engineers AREA B
<br /> GRADING PLAN
<br /> N4.0 Structural Engineers
<br /> Landscape Architects
<br /> Community Planners
<br /> Natural Resource Ecologists
<br /> Land Surveyors PROJECT NO.
<br /> Neighbors 18.03-01
<br /> Ink
<br /> alir .4"‘wi
<br /> DATE
<br /> A ImI B 12/21/2018
<br /> EA LPROJECT NETWORK PATH
<br /> GRAPHIC SCALE
<br /> -Q Q D- 0 10 20 40 TACOMA • SEATTLE
<br /> ,� SPOKAN E • TRI - CITIES SHEET NUMBER
<br /> 1" = 20 FEET 2215 North 30th Street, Suite 300 Tacoma, WA 98403
<br /> Know what's
<br /> 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEBa OW.
<br /> C2 • O2
<br /> Call before you dig. NOT FOR PERMI CONSTRUCTION PERMIT SET
<br /> COPYRIGHT©2018 shoesmith cox architects
<br /> DATE: May 30, 2019 FILENAME: Q:\2018\2180406\10_CIV\CAD\2180406-SH-GRAD.dwg
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