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A PORTION OF THE SE QUARTER OF SECTION 11, T 28 N, R 05 E,W.M. <br /> LEGEND It <br /> o a <br /> PROPOSED AREA TO BE REPAVED(40,155 SF) <br /> N <br /> DAVID EVANS <br /> O wHo ASSOCIATES i0 <br /> PERFORM 3"GRIND AND OVERLAY.PLACE HMA CL.%"PG 58H-22 OVERLAY {{N�� <br /> 1620 W Marine View Dr,Ste 200 <br /> O 98201 <br /> SCALE Everett,WA MATCH EXISTING CONCRETE WALK 20 0 10 20 40 Phone:425.259.4059.4099 <br /> O MATCH EXISTING CONCRETE GUTTER (FEET) <br /> 1 INCH=213 FT. Z <br /> O <br /> H <br /> Z z <br /> rry Wm <br /> W <br /> a EXISTING 3 3 J <br /> I LOADING DOCK o `\ a <br /> py\ H W <br /> CBMH 1-19A TYPE 2 \ <br /> TIOP=569.75 1"WATER SERVICE <br /> `o 3 W <br /> (PER RECORD DWG) > <br /> 5 ZE=6725-6"N Lu_ <br /> SIG IE=566.46-8"SE PLO COMMUNICATIONS w LL I l J Z <br /> NI \ / <br /> IE=565.25-12"W VAULT SSMH 10 a � w I � � Q <br /> a PUD FIBER j \ IE=564.75-18"E 1"SHUT OFF VALVE TOP 570.24 0 3a I / FIR J <br /> UG FO <br /> FW CONC WALK (PER RECORD DWG) (IE=564.02-8") o \I \\ <br /> Q <br /> — DIP \ F 6"DIPF GFo w w w w w w d01S I / V <br /> CONC WALK ® Z <br /> �\ \ TO o P(PER R CORD DWG) w w w w 12"DIP PE RECORD DWG w w D DA W <br /> TOP=569.67 2 uc Fo <br /> IE=567.92-6"N LL C w w 4"PVC(PER RECORD DWG) ( ) Fw w ; <br /> �, \X P�P -y€a566.56-8"E,W ° w w w w w w w w w w I I FDC W <br /> ----°F----° -- -°�-- P P o P P P P P ---° -- -° ----�--- - -- -° ----° --- ---- -- II U d'I T <br /> -- ----° ----° ----�----° -- -°� - F -P - ----° = m <br /> 1 ---Ui'_-_-Uf -_ __-_UF-_-_ - __U�---- -- _ -- ___U�-_--Ur_ <br /> OIL-WATEf� EPARATOR_�� �a CB TYPE 2 ` PROPOSED AREA TO BE <br /> 4 TOP=571.50 \ / \` a a TOP=570.00 TOP=570.61 GTE TELE MH 1 n _ Z <br /> E=565.57-12"(N a"(E) p- 9- IE=5ss.85-8"s,w - o REPAVED(40,155 SF) a Q \��°� - - O <br /> IE=564.29-12"S TOP 571.67 2 J °f <br /> �,"' \` IE=563.54-18"W I„ VERTICAL G p\� P ~ <br /> 1 9 CBI PE 1 `� - _JE-=563.44-(E) I CURB&GUTTER PSQN -- F <br /> TOP=57 20 ` -� =I I W w <br /> IE=565.49-1Z"S,E 3 ICAL CURB/GUTTER W <br /> FIFE 3 2-00 j 3 I O w <br /> D <br /> s <br /> °° s° ° �1 �f I LL <br /> s° s <br /> _ ° °° �° 1 O <br /> s° <br /> SIDEWALK <br /> 4 I QNPV COMPACT �coMPACT SIDEWALK SDMH1-7 1 U <br /> �------ _ CONC Y <br /> 4 TOP 572.01 <br /> GEOTHERMAL IE 552.76-18"(E,S,W� O <br /> WELL(TYP) H„i I" 3 STEPS TOLANDING <br /> 5 - 3 E575.11-12' <br /> 1 II III R09F_DRAIN" ---__-, SDMH#1-18 TYPE 2 IE 565.21-12"(SE)/ w <br /> lii I �i II � I ¢ <br /> I TOP 570.02 , o <br /> I ® ® ® \N� FlC E IE'�66.62-8"PVC IS) i <br /> IE5)10.92-18"(W) <br /> E561.82-18"(�------- ) \ <br /> FJ.C B TYPE 1 I i \ <br /> OP 569.91 ` <br /> 2"M y� a I�561.96-8"PVC(N)i r <br /> 2"S I I 0 II ® ®. ® W 1) 5e�a.as B"�V�(W) s \ <br /> I)=5P8.91-4" N m \ m <br /> -- 1 — FxlcTlnlr , ,11 1S W <br /> wo <br /> mN <br /> ow <br /> w � <br /> m w w <br /> J 3"CLASS"B"ASPHALTCONCRETE <br /> COMPACTED TO 95%OFMAXIMUM DENSITY /I <br /> W J Z <br /> ul - EXISTINGASPHALT TREATED BASE <br /> 2 <br /> y <br /> p \\\\\\\\\\\\ EXISTING CRUSHED SURFACING BASE COURSE <br /> EXISTING COMPACTED SUBGRADE <br /> w O <br /> 8-1 <br /> a Y <br /> �ONAI <br /> 3 PAVEMENT SECTION DETAIL ov�f4�1023 <br /> NOT TO SCALE <br /> UU <br /> CHECKED BY:JNS <br /> DESIGNED BY:APDC <br /> DRAWN BY:CHWO <br /> E <br /> a� <br /> �a FIRST SUBMITTAL DATE: <br /> PROJECT NO. <br /> CALL SPUD00000197 <br /> va <br /> 2 BUSINESS DAYS <br /> BEFORE YOU DIG SHEET NO. 7 OF 7 <br /> 0 o FOR UTILITY LOCATE w ■O <br /> 6 811 LV' <br /> E. <br />