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NE EEC 7, TWP 29N, RGE SE, W.M. <br /> BLUELINE <br /> SCALE: 1 40' <br /> m CENTRAL WAYWRER°°, <br /> KIRMAND,WA OM <br /> P:4 .216.Ol .R2811&A052 <br /> WWW.TW@ UEUWMOUP.0 <br /> MATCHLINE SEE SHEET GP-02 SCALE., <br /> AS N07ED <br /> S '5ZW W PROJECT MANAGER: <br /> N 129 <br /> 26 <br /> *4 '00"W le, 19.00 Inc( <br /> Cmw A&Lst PE <br /> PROJECT ENGINEER: <br /> 2aoo PRUP05ED BUILDING I <br /> F 20.00 AD 30 J4V KMWM PE <br /> SWRYDOOR 234,4BS SF_ <br /> 2aoo FFE 20.00 FF--ZCl.CC? FFE DESIGNER- <br /> S 7252 t -5012092 19.00 SHAW Coa'nR <br /> • moo(T) faro 1&50 <br /> 120.00 FFE2aou ISSUE DA 7E- <br /> N 21 E rl.922 OC JIM12421 <br /> 3po � ZE-80 r 72% <br /> fillIll <br /> RDN 10 N 1974 W <br /> ON ON (W)! <br /> Fl E3 Wr 29.00' FFE20,00 <br /> N 5579170'W L " 1 <br /> 51.00' <br /> IRALIIrl 1,70"Aso floFC711 I I I I'> <br /> WALL STRUCTURAL <br /> PLANS <br /> -16.25 <br /> g <br /> A <br /> 17.75(,Too) 7 <br /> N JI'53'00"W 36�oo 'IIp Q: <br /> % ..... ------ <br /> 35.00' 1674 <br /> --------- --- IzG5 <br /> RIDGE ---------------------- <br /> ----------- jw rvl4e <br /> 0c <br /> ---------- <br /> f.;F <br /> N N u tm'oo'w 52*48'00'W J <br /> 4�uu <br /> S 73'58'00' <br /> 2&00' <br /> N 6921,00,w v <br /> 38.00, <br /> N 04*59'00'E <br /> �A, <br /> 35 00' <br /> 'J1,00"w <br /> + rE` f z <br /> T- <br /> 41 0 <br /> N 51 2nal E <br /> 88.72' <br /> �l 7�- ... .. v I. <br /> V mava) z <br /> 16.70 117AI(POWER111.16 <br /> RECT LIGHT 37 <br /> r <br /> CHAINUNK FFJ4CF <br /> If.04 ALONG TOP OF WALL C IE&29(N) <br /> 15.16 <br /> 0 <br /> R-5 3.6 <br /> ---------- V, . <br /> L=&Z72' <br /> FABRIC WIRE FENCE <br /> 6"PVC DRAIN <br /> En rj <br /> W C3 <br /> APPROXIMATE STEEL POST WITH <br /> 74.30 <br /> WDE <br /> '4730 <br /> CONCRETE WALL <br /> A <br /> 4 <br /> R-J75.06' <br /> (FULL OF SIL T) <br /> L-127.12' <br /> ............ <br /> MA <br /> 73 EASE ENT <br /> TCH fix ra %m <br /> INSTRUMENT- _SS 'f <br /> 11.8s APPEARS TO INCLUDE <br /> EXINGUISHUENr <br /> FOR RAILROAD PURPOSES RAI 11.11 <br /> �is (FULL OF SILT)IZ84 TO <br /> SEE AFN.237455 ::b <br /> 1134 .... ... I yi <br /> 11.88 1 - ! 1 Q <br /> TT <br /> LL. i-80 11 1_�.,. , <br /> Ex 'XIS w 41 <br /> Go ED <br /> 11-28 2 CONCRETE PANEL 6'P vc IE 9.49 X <br /> ..DEBRIS P11 <br /> N 43*54'12'W <br /> f S". 1.77 8a f2' <br /> 1 7V Ix w <br /> MATCH ow ss, <br /> EX SDMH <br /> 5 IM 1117R2 3 POKER PO 1153 STEEL(7)ZE 5.74(V 72:srai(?)jr 7.21(N) <br /> N 12 7RA AfER It <br /> 12�1&a(7)IE ava(s) 12 STEEL(?)IE 7.27(S <br /> 4(2F SILT) <br /> DROP To SOUTH )16 7!4 7 6 L <br /> 61,wDE TYPE-1 DRIVEWA 6 (FULL OF SILT16 Z47 <br /> PER COE SID DWG 3315. 7 <br /> . . I . . .. .. . .- ta <br /> ta <br /> m <br /> DRIVEWAY DETAIL <br /> ER <br /> SCALE'1'-20' AS <br /> C 4C <br /> 70H KEY NOTES - <br /> (DPROVIDE CONCRETE CURB GUTTER PER CITY STD PLAN 307 CITY OF EVERETT c <br /> AS SHOW OR WERE CURB RECEIVING RUNOFF REVIEWED FOR PERMIT <br /> M71--=15715M, <br /> 6 PCC(4000 PSI 28 DAYS) ISLAND TO <br /> 71'HMA PROVIDE PAVED CONCRETE FLUME BEHIND PLANTER <br /> H DEPTH M�lr GRAVEL436�8;All-� CONVEY FLOW <br /> 2:Csov 6"csBc OFCR 3"COMPACEy Q <br /> z I LIZ 12'SUBGRADE COMPACTED TO 95X 72-SUBGRADE COMPAVED TO 95X BASE-COURSE(PER URFACWG STA&LIZER SOLU77ONS OR UNDERGROUND UTILITY NOTE <br /> vo UNDERGROUND UTILITIES ARE SHOW IN THE APPROMMATE LOC4770N. THERE IS <br /> -or- ED GRAVEL JETS NUMBER: <br /> j9TAEILIZ NOTES NO GUARANTEE THAT ALL UTILITYUNES ARE SfOW, OR THAT THE LOCA77ft <br /> -coNmoL jows SPACED AT A MAMMUM 15' SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL I El- 7 37 <br /> 50,'50 7RY 00 -20-00 <br /> CONCRETE PAVEMENT SECTION ASPHALT SECTION TRAIL SECT/0N 1. ALL ONSIZE CURB SHALL BE 6'UMUDED CONCRETE CURB PER IIVDIC47ED PIPING WERE Q?0.SWNG INTERFERENCES OR CONNECTIONS OCCUR <br /> CITY STD Jll WHERE CURB DOES NOT ABUT CONCRETE SIDEWALK PRIOR TO 7RE74CHING OR EWA VA 770N FOR ANY PIPE OR STRUCTURES, TO SHEET NAME. <br /> o (NOT 70 SCALE) (NOT TO SCALE) (NOT To SCALE) UNLESS 07HERMSE NOTED. DETERMINE ACTUAL LOCA7701VA SIZE AND MATERIAL THE CONTRACTOR SHALL <br /> SEE GED7rCh98CAL REPORT BY 7ERPA ASSOCIATES FOR DETAILED INFDRMA77ON SEE GEOZECHNICAL REPORT BY TERRA ASSOCIAIES FOR DETAILED INFaRMA 77ON MARE THE APPROPRIATE PROVISION FOR PROTEZ777ON OF SAID FACIL177ES. THE <br /> 2. ALL OAlSf7F SIDEWALK SHALL BE MONOLITHIC CURB&SIDEWALK CONTRAC70R SHALL M07FY 2E-C&L AT B-1-1 (WASSHINGTON61I.COM)AND ZQ <br /> PER CITY S7D 312 WERE ADJACENT TO PARIONG AREAS ARRANGE FOR FIELD LOCA 77CM OF EXISTING FAmiZIES BEFORE CONSTRUCTION. 6HT <br /> 02021 7HEBLUEUNE GROUP <br />