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m GI PTN. OF SE 1/4,SE 1/4 OF SEC 18, P 28 N, R5E W.6Vi. LEGEND " ti
<br /> --160----- EXIST. TOPOGRAPHIC CONTOURCD
<br /> o
<br /> c 4
<br /> A 0 Is0 PROPOSED GRADE CONTOUR a
<br /> 06 ft7 .I TYPE i STORM DRAINAGE CATCH BASIN
<br /> TYPE 2 STORM DRAINAGE CATCH BASIN k
<br /> SD STORM DRAINAGE PIPE(12"LCPE TIP.LINO)
<br /> ( " F
<br /> ® WATER METER
<br /> INT 22+53.69 ROAD B I �
<br /> ' 6'TALL FENCE TYP. 70P 480.7 =32+22.41 ROAD C <' ow.
<br /> I ( ) E 476.7 39) .'. W 8 DI WA IN
<br /> TOP 4796 i 4801
<br /> -_. 8 SDR 35 SANITARY SEWER
<br /> R MA
<br /> 475.2 '�(21 TOE 44a0 IN 42669 ROADD _ SS m 3
<br /> C
<br /> N - XXX FINISHED FLOOR ELEVATION
<br /> 6 PVC ROOF DRAIN CONN.
<br /> • - f - -' - -- -' ro - LOCK AND LOAD RETAINING WALL
<br /> (25 TOP 453.2 �� o �+
<br /> TOE 46p. 22, 21 20 18 1 16 15
<br /> If I'
<br /> 7pp 4g�"� y';ryT�O' FFE- FFE= FFE__ _ 14 -13 �12 11 10 9 8 CAMCARCAMEA[Caii ROCKERY
<br /> f-y 9 /e\ / ./(4.4 `'�� ate'O I 481.5 I 481.5 481.5 48`0 4620 482.5,I5 4625. 483. 48.I0 483.0 I 11
<br /> FFE I -l. Ft.E i I I'y" --0--o--o-- 4'HIGH FALL PROTECTION FENCE(TYP.) z
<br /> 463.0'.• I , i 3.5 483.5� P TOP XXX
<br /> ' Y;• TOE XXX TOP/TOE WALL CALLOUTS
<br /> T 9 1 { l
<br /> ACCESS&Ui1IaT1ES ------------------ LIMIT OF GRADING
<br /> GRADING LIM17S'•(7YP.)
<br /> I� s` .. .. •..�-
<br /> 4'TALL FENCE(TYP.)
<br /> STORY VAULT
<br /> a oo �
<br /> 1
<br /> f10QQ PR
<br /> C
<br /> STD_PRECAST MANHOLE ss7gv L 0�
<br /> / I 1.,. (23 TOP 4649
<br /> 1 I -, TOE 4 2.6
<br /> APPROXIMATE EARTHWORK QUANTITIES
<br /> i TRACT 998 - n
<br /> (CRITICAL AREA) 6 4FE.5 _, i -"-�_° t' �. EARTHWORK QUANTITIES WERE ESTIMATED USING A GRID VOLUME METHOD
<br /> �' , s, - - - ---- -• ! .o I- AND AUTODESK AUTOCAD GVIL3D SOFTWARE THE FOLLOWING VALUES
<br /> ARE APPROXIMATE AND PROVIDED TO ILLUSTRATE GENERAL EARTHWORK
<br /> EFFORTS BASED ON AVAILABLE SURVEY AND DESIGN DATA EXCLUDING
<br /> TOP 481.51 eFjm 25 '.i aao 75 _74 a35 5 4835 s" I ESTIMATES OF STRIPPING, VAULT, FOUNDATION,AND PAVEMENT
<br /> _ I
<br /> FFE= .5 I i
<br /> TOE 48a ' 1 v 76 � _ • � 3 QUANTITIES:
<br /> 1 'tom o I (i.o TolT� � ' FFE - y `� � 73 48i5 •>z �T r „� Q 46a5 J 1 la CUT.' Z298 CY
<br /> _ l • FILL: 17,428 CY
<br /> v r
<br /> '. �Xl$T..UMITS•QF... q 77_. ' = I` ' _ -� '. r ..1 NET.• 15,130CY(FILL)
<br /> 4805 2T
<br /> 1 J(. F 0 5 'J L 72 483.5 - $ I e Z
<br /> ,DISTURBANCE•• --- -- o
<br /> If •(EXI$T.'P.ARKING) ' r.. :.-'-aos 27 ' `T _ _�� I' --- , - Ic" ( THESE VALUES ARE NOT FOR CONSTRUCTION BID PURPOSES THE z
<br /> -. �M ; g ,-i r- FFE© ,•¢ - ' "� CONTRACTOR SHALL USE THEIR OWN MEANS AND METHODS TO ESTIMATE
<br /> I ` _® 7 seas 71 , , x
<br /> 1 0-GRADE F OP"COE OF-WALL - r 10.OS I _ _ .I 2 4ai5 i ! 0+� .EARTHWORK QUANTI7)ES
<br /> I TO EDGE 0 CRITICAL 3
<br /> 'ARE TRACT AT MAXIMUM `70E477.1 _. _. ❑ n".' I. 1 .� _ --- INTI11 ROADNOTES
<br /> 1 SLOPE(TYP.PA (•fig a `. - 70 48.i.5 1. SPOT ELEVATION SHOWN REPRESENT FINISHED GRADE AT THE
<br /> ( - '8, n I' FFE J L - = - .A `, I FLOWLINE OF FACE OF CURB OR FINISHED PVMT ELEVATION $
<br /> ----
<br /> �- %-:'. • .ACCESS �' 80 --t 17_ 6g _ } `� -----, 1 <" -2 SEE ARCHITECTUAL PLANS FOR BUILDING FOUNDATION DETALL AND - _.x
<br /> ''..(,47'tpP 4 0 ,.- "+ �-r'- '-'-`---`= ;J L• ae36 `n Y I -- I - .I I. ' ADDITIONAL ELEVATION INFORMATION
<br /> J : 23 - .cc_,__� ___ AND a
<br /> I A ��. - _- �'. .H�0 - E-
<br /> '`` :1+P 3 PROFILED SHEET FOR EACHROAD, SH1X DC3.02 C308AN xo
<br /> CAT. ll I DR lNAGE- ° 0 FFES 30 -, (2 4a d ft�.�I")f� (PRIVATE) ,„, ''I•'` t - 4. ALL LANDSCAPE AREA SHALL BE AMENDED PER GEOTEC/iN1CAL N
<br /> I 1 ^,ASS v -- g I gi'FFF - - " 68 aaa. !� r 11 i ENGINEER RECOMMENDATION PROVIDED IN THE GE07ECHNICAL
<br /> IWE
<br /> 22,"I SFA `OP SPA, '. •c.....'o - `` rq. �.�.. ,Ili I REPORT FOR THIS PROJECT. LIIJ
<br /> (T
<br /> 1,.P 5. WALL 4'IN HEIGHT OR TALLER REQUIRE SEPARATE DEFERRED I-
<br /> ,. -+, s y a I� a7s15 :.I , I P �- BUILDING PERMIT
<br /> (9.1 T 47 F e �' 6FY �'� - - - - •L• 82 g795 'J T' 67 46y5 i l� a. - _ "L 6. CONTRACTOR SHALL GRADE SITE TO PROVIDE POSITIVE DRAINAGE Q
<br /> "' I'. ,.w._. '- 1 479 ¢ ,- 1 �69 AWAY FROM ALL BUILDINGS FOR 5 FEET AT A MIN. GRADE OF 5%
<br /> - P; LJu
<br /> 41' _ _
<br /> \ \ G.[,c� 0. ..,•' FFE= r r F�FE�- _-. , �..._�.._ CY
<br /> 83 _. _66?483.51" .10' / 62 _ -I ! I �. d t INT. 1.18 ROAD A V a
<br /> ^.19 48d5 -. s Z7,04
<br /> 6.70 191H AVENUE SE U)
<br /> 9
<br /> 33 (n
<br /> 4 1 1 \ w. _ _ �.'.
<br /> -- 4785 - 25
<br /> � 84 47s , , \ t L I I cs
<br /> EXPO VAUL I65
<br /> / .1 w, -1 I'.,'E. •� / _ ©35 `r "'} v____ ___._ - _-__ Jv L y 6O 5 ,I V I U) U Z
<br /> rya4 TOP 476.z ,'
<br /> 10
<br /> i
<br /> 5 b�0- t -.- � p i t � 0 0
<br /> (19.5 TOP 47zo w _ _ Q - - r R �._E Al✓ o
<br /> TOE 457.5 �fJ
<br /> CLIENT
<br /> I'I INT 50+00.00 ROAD E
<br /> 60+00.03 VAULT ACCESS
<br /> PACIFIC RIDGE HOMES
<br /> i P 47Z0 1 0:9 ( i, J�
<br /> (720 TOE 460.0 6 u II � l r�- `� I I 17921 BOSUITE 1V0REfT HW1'
<br /> 37 38 39 40 ! 41 42 43 r y ` SUITE A9
<br /> 1 BO(425)4 WA 98012
<br /> / - FFE I FFE FFE= FFE FFE-_ F 4F5 46 147 48 49 50 51 52 53 54 55 56 57 'X o
<br /> Vr�; {425)438-8444
<br /> TOP 476.0 a77.o ®r® � _
<br /> -- -- -- - 77 4770 476.5�Y 476.5 n 477.0, 79.0 k' 460.0 0.5 48�0 481.5 482.5 482.5 483.0 ®.0 483.5 0 q6a= 2 Ir
<br /> _
<br /> 770 4775 47a
<br /> 4 i I
<br /> 77,
<br /> ioP a76. To , INT 40f00.00 AUf: -` - _ -__ s - 00H
<br /> (77.6 (1.0 TOE 476.0 =Si+46.I�E-TOE 458.4 T 7 5 1
<br /> (d3 ROAD
<br /> TEE 46zz -.. '` -- °60 IN 0+00.00 ROAD B 1 I f
<br /> 6'TALL FENCE(TYP.) = - - 3+02.21ROAD I I I O N S U LTA N_ C TS
<br /> I
<br /> Landscape NchIWLNre•Land Use Com0ng
<br /> L KwnnldWA9803a�jaisl2esz390
<br /> III So,11W"11,111Avenue Swle Cl
<br /> Wenotd-WA 98801.(99)DIM'
<br /> w.0 ph to nsu I to n ts.com
<br /> PROJECT NO.
<br /> 0132-21-028
<br /> DRAWING
<br /> C3.00
<br /> 0 30 60
<br /> Itmwwnazbelow.
<br /> ,.. Loll xroreyom9. �}
<br /> P®I»cvn conwn.nm,uc IN
<br /> Fa.mrvea. SHEET 13 OF
<br />
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