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<br /> ...-;.iii,-.----.:'N.r .I ,j 1 EARTHWORK QUANTITIES
<br /> h*J __ o -3iz. /c��. C� r y i.. ✓^: �' ._ '1 .7. - +;._� _ — — APPROX.QU ➢MATED USING A GRID VOLUME METHOD
<br /> / I •'., –r"� – -" -- _iP - - "1::::‘,0,415 _ y' AND AUTODESK AUTOCAD CI NL 3D SOFTWARE. THE FOLLOVNNG VALUES ARE
<br /> s '� _"� _ APPROXIMATE AND PROVIDED TO ILLUSTRATE GENERAL EARTHWORK EFFORTS
<br /> ' G --. G - BASED ON AVAILABLE SURVEY AND DESIGN DATA EXCLUDING ESTIMATES OF
<br /> / \ , ` a �' '/1 �' ` to+Do X--- - - �''G•G .,,- \ : : sues 7./.,, . V % • • 1[1, ANY VAULT,FOUNDATION,AND PAVEMENT QUANTITIES:
<br /> -- -'�' i r "/ _G G 1 - - - -r- _ s' - ; / TOTAL FILL TO RAISE SITE TO FINISHED GRADE 10,600 CY
<br /> , \ \ }• sya�, � - ` _C TOTAL FILL TO PRE-LOAD BUILDING TO ELEV.30: 16,600 CY
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<br /> .. '- TOTAL FILL TO PRE-LOAD PATIO AREA TO ELEV. 23: 750 CY
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<br /> \ 9-n /` .�.:, `k .'� �`!` - I - 11�_ �T - THESE VALUES ARE NOT FOR CONSTRUCTION BID PURPOSES THE
<br /> , / j �� ➢ _ ETHAWORKRSHALL USE OUAHn71ES THEIR OWN MEANS AND METHODS TO ESTIMATE
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<br /> a��E� °e\� //f N=367770.00 ;, \ I rf! LEGEND
<br /> • \� a, �c ?. `r,, `,� /` E=130168256%;-,...
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<br /> \ r �}'YL� ®: / / _ "' EXISTING TOPOGRAPHIC CONTOUR
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<br /> --- 0', b _ .\\ O .-- ___. 30— 100 PROPOSED TOPOGRAPHIC CONTOUR
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<br /> ,C \\ - ._• "',, --- _- --'. _ - __ __ ___ .. --- q l �{ 70'BUILDING PRELOAD. TOP=30.00
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<br /> "•'^ +. �,� ' ,.?•• \ _ N=367762.56 i
<br /> \ / \ `rr :- 3'PATIO PRE-LOAD, TOP=23.00
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<br /> / '^y N=367693.19
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<br /> ',Uti -►�_I c'� L' . �\ l "�,.''^,y E=1301685.52 - I I �// '..'
<br /> lip * '''. Q, \ \ \ ' BUILDING PRE LOAD I E
<br /> h �!►A/_ \\ - , ++ TOP F1EV.=30.00 / /
<br /> \ T '\ `\, \ °/ \' •'••\ ( _ �. I / .��� STOCKPILES WILLBE COVERED W11H PLASTIC
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<br /> \<'Of _ 1 -- f' I - SHEETING AND INLET PROTECTION/SILT FENCING
<br /> �`'` ,�\ �1' • e I1 _ 'F TO BE INSTALLED AS NEEDED. -
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<br /> '•'\ 1 - I TOP ELEV.--.23.00 1 / +
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<br /> I I I` 1 I f�m �.`'�i i.,?;. _ _- -.•�•_.. ! -23 7 __N=3 6 961 78 k \
<br /> Q 1 : I_ L" --1 1 ,—_ L,• I I `� PUBLI W�APPROVED SDEP ', ME
<br /> -- i ' 1 I ' \ 70P PAD hp
<br /> E=1 1157259 I bSd' `. '' p J f / 7
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<br /> 11'�Py1 I ' I I _ I a t . . DATE
<br /> .. . I : - . ._ . -/�. �N + ♦ :\ -. CITY OF EVERETT REV ED FOR PERMIT
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<br /> C P H („1,,)a CONSULTANTS EVERETT WATERFRONT HOTEL INDIGO
<br /> Site Planning••Civil Endneering 0 30 60
<br /> N e Land Use Consulting•Project Management �- ---
<br /> 11031Wi sea NE sone 120 PLAN IN FEET
<br /> WA 98052
<br /> PRE—LOAD EXHIBIT
<br /> 8Me,42512852'1901 GAL 025,2852389
<br /> .6',1.., 0p,,.Cenneml,Anrsu,a;V,N JULY 6, 2017
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