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VICINITY PTN. OF SW 1/4,SE 1/4 OF SEC 14,TWP 28 N, R4E W.M. <br /> CGRD1322126 <br /> CNOT1322126 <br /> CSIT1322126 m <br /> CUSD1322126 LEGEND <br /> CUWS132212 I 1 I <br /> OTOP1322126 LOT 19 <br /> RDEN TRACTS <br /> TBLOCK - 160 EXIST. TOPOGRAPHIC CONTOUR INTERCITY G� <br /> OSI T1322126 VOL. 13,1 PAGE 43 00480600101902 1 1 1I <br /> ASIT1322126 60 PROPOSED GRADE CONTOUR 1 00480600107900 I �I TBLOCK-ec I 1 <br /> TYPE i STORM DRAINAGE CATCH BASIN i 00480600101901 <br /> PROVIDE FALL PROTECTION <br /> =m 0 TYPE 2 STORM DRAINAGE CATCH BASIN 4'HIGH FENCE(TIP.) I I <br /> ^'" SD STORM DRAINAGE PIPE(12"LCPE TIP. UNO) (X TEE 550.0 (J TOP 550.0 PROPERTY I I V5 <br /> _ TOE 549. BOUNDARY(TIP.) / Q <br /> ~ n -aD-HD 6"PVC ROOF DRAIN CONN. P M <br /> PRIVATE SD ESML -------c-J-_ HP -�Ir=�-op op � Qj'w OF M rr <br /> s N O - - - - - OP pp --_- PRIVATE SD ESMT. p j <br /> _� OP i <br /> - <br /> N SO VAULT FOOTING DRAIN OHP&7&7 <br /> 10 N 9 WATER METER r_ \ u Op s B w� <br /> reD-HD I�D t reD HD H D HD --5--- --- + <br /> •L- reD OP <br /> RD reD -reD T9H&7 m <br /> N'a'a W 8"DI WATER MAIN I ____ - � _ - _ �-S __� _yy9 _- �re -\H Z-reo <br /> - - ---- - <br /> < � SS 8"SDR 35 SANITARY SEWER II - -�-- ---= I ------T---___�_ I - - I- •I <br /> z <br /> o.;I) PRECAST MANHOLE I; g6� � �bno'6pl <br /> GAR= GARAGE FINISHED FLOOR ELEVATION - <br /> N 5E=549.37 5E=549.37 \ 5E-549. 5E=54957 \ I / <br /> 17SE- STRUCTURAL ELEVATION 13 SE=I4 9.57 5E=54.9.57 5E=549.57 I 5E=549.17 <br /> 10 8 7 sE=s4s.n <br /> 5E=555 0.17 SE/=/45/0.17 5E-550.67 <br /> LOCK AND LOAD RETAINING WALL ' <br /> 5E=�o.fi7 <br /> (SEE SHT. W-1 FOR DETAILS) PRIVA SD ESMT. <br /> 00480600102001 <br /> APPROXIMATE EARTHWORK QUANTITIES <br /> I ' <br /> - -- + -- <br /> EARTHWORK QUANTITIES WERE ESTIMATED USING A GRID VOLUME METHOD <br /> AND AUTODESK AUTOCAD CIVIL3D SOFTWARE. THE FOLLOWING VALUES <br /> ARE APPROXIMATE AND PROVIDED TO ILLUSTRATE GENERAL EARTHWORK -I - e - <br /> EFFORTS BASED ON AVAILABLE SURVEY AND DESIGN DATA EXCLUDING <br /> ESTIMATES OF STRIPPING, VAULT, FOUNDATION, AND PAVEMENT <br /> QUANTITIES -�-�' S' -� S SS SS SS <br /> 5 CY <br /> FILL: 64330 CY <br /> i S S_ <br /> NEE 6.185 CY(FILL) SD D D --. �---- � - -' 1k RACT 999I 9 �--- ------�- --- -- �'`6509 �,.(:= - o <br /> HD _ <br /> - 48-- ___ __ _________z_ -_ <br /> THESE VALUES ARE NOT FOR CONSTRUCTION BID PURPOSES. THE i______ _-- - - -- - -_lA�€S 53 3 <br /> AND UTIL <br /> CONTRACTOR SHALL USE THEIR OWN MEANS AND METHODS TO ESTIMATE --------- <br /> 1 -- <br /> EARTHWORK QUANTITIES. '* ---,�--------- <br /> `F1 _ <br /> (A TOP 550.0 q I l_ �55 <br /> TOE 543.0 I I - - - - - I NT 23+60.77 DRIVE A z <br /> TEMPORit ___ \ =32+00.00 18TH AVE W <br /> WILL BEARY REQUIRED FROMOADJACENTNTS TOP 550.0 <br /> �I18 20 547.5TOE �� I o <br /> PROPERTIES IF WALL CONSTRUCTION (7 TOE 543.0 �� 19 �; o \ (zs 54Z5 TOE W ram`• I <br /> TOP 550.0 SD DETENTION/WATER ¢ ¢ 0 <br /> REQUIRES ACCESS FROM ADJACENT 5E=549.47 <br /> u sE=sas.a7 SE=549.47 \ 1 TOE 548.8(J'z) QUALITY VAULT N s <br /> PRIVATE PROPERTY. I ' SEE SHT C3.20 FOR = o <br /> TOP 550.0` 9/ DETAILS I v 1 ❑ m <br /> TOP 550.0 i PRIVA SD ESMT. L TOE 544..9�, i I I I 00 o , <br /> (5 TOE 545.0 I I UNIT 1 <br /> LOT 21 /J I INTERCITY GARDENS CONDO I I N 1 1 •I LIJ ~J ICI J 1 A.F. #200605165002 <br /> INTERCITY GARDEN TRACTS -- -- ___ I I I'° <br /> VOL. 13, PAGE 43 <br /> ' RIVATE SD ESM � z <br /> I �-------------- of I I <br /> I T. Q 00450600102105 i 1 1 I � I I I LLJ a <br /> 1 sE=sas.n 21 I 00480600102109 j I I I U) z <br /> 00480600102102 • <br /> (4 TOE 546.0 I 22 5E=549.27 I <br /> P 550.B + 1 O J <br /> i 546.5 J 5) I � U <br /> 23 sE=sa9.v �o' dI� I P 550.0 3I j m p w <br /> 547.0 <br /> TRACT998 LU o <br /> 1 -- TOP550. - -'- PRIVATEACCESS AND UTILITIES) 1 m <br /> / (1 TOE 549.0 - A�' i wi sF j 1 UNIT 2 I I o <br /> I TOP 550.0 I INTERCITY GARDENS CONDO I I <br /> (4 TOE 546.0 TOP 550.0 I 548.5 j I A.F. #200605165002 of 1 CLIENT <br /> - - - - - _ 0 (4 TOE 546.0 E 54Z5 1); 1 FUTURE ROADWAY IMPROVEMENTS 1 <br /> - _ - of BY CITY OF EVERETT 1 <br /> J <br /> _544-> _- -,546 I _ _ - - - PACIFIC RIDGE HOMES <br /> s -546-- vt ---- 0� - -� - - __- <br /> _ __ _�=� '-548- - - _ � '________ <br /> � -°-' �- �� ------- SUITE 100 <br /> -- -------- BOTHELL,WA 98012 <br /> i l 548 \ PHONE:(425)438-8444 <br /> --------_546 -\ <br /> m -42+00 --- <br /> "S '---- __ss --__ oo � -� 100THSTREETSW N <br /> CPH <br /> °i d0 ----544--- __--_- 3 4a+o0 (LOCAL ACCESS) N <br /> 3 d0 1 -d8-- d0- d0 as+oo - <br /> -sD sD - 54z- do sdo °s do D as I SD -sDs� �R �n 4s+oo - 46+50 CONSULTANTS <br /> v 3� d - do OHP&T do- do�- do SS--- S -� Site Planning-Civil Engineering <br /> INT 43+51.38 f00TH STREET SW INT 33+89.70 18TH AVE W Landscape Architecture•Land Use Consulting <br /> 3 = 46+34.17 IOOTH STREET SW <br /> = 10+94.12 DRIVE 8 11321-E NE IZMI eet <br /> o? w W d,WA 9803a•(425)285-2390 <br /> --L W W ` IOI South Weiwichee Avenue,Suite 13 <br /> W W / Wenatchee.WA 988a1•t5091291]]31 <br /> W -w W W 12' �R w /� <br /> mlw W w w www.aPn�onsalranr:.aom <br /> PROJECT NO. <br /> s 0132-21-026 <br /> N DRAWING <br /> o\ o zo ao <br /> C3.00 <br /> /�, Nn whars below. PLAN IN FEET SHEEP $ OF 14 <br /> "Call bebre ou di. co of®s 3caHco":.1 a a nn Rigors Hese,"ea. <br />