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Know what's below. <br />Call before you dig. <br />UTILITY CONFLICT NOTE:• <br />CAUTION.• <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, <br />DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE <br />PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL <br />AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE <br />CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING <br />UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY <br />WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN <br />ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND <br />ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR <br />SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL <br />PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. <br />SW 114, NE 114, SEC. 23, T.28 N., R.4 E., W.M. <br />I <br />CITY OF EVERETT, WASHINGTON <br />s ® V I ►_ tea' 'O JTI °' ` + D / ♦ AV I� ,•7s' •-8 l.► ► b .Dps •((� �•s► s> ° ^1 K r•1(�� <br />100 <br />"A Y <br />+; �p ° 19 9. CB#1 �o i <br />48' R. = 80 .►.. g ' S5 - �i¢, \ �' �4 ary <br />�� °y 14? 5� _ 5.1 , �: W/THRU CtB INL o �%'��� �Q� h"'w• �� <br />G6' v ►\` _ ► °,•. •b s•6� '•.,♦ h� ►• D s' / .Ifo • �a�1 I'•. '• II I 1Uc/h� <br />BSA • ° ► .b , . ... ° • � —40' � '' �� ,1 \ � %� Q ` O <br />♦ ;'. ; ' �. _ '° �; -� 1 ���� ,�`1, a Q` ,� „�• Off` <br />°. <br />Cb ti ii ^3 <br />all \ `� I 71SS I a rV(t <br />50 <br />�• CB#S 1 r <br />.. <br />00 <br />w <br />67 +� 3.4'=�s.5 cB#4 - ( s SCALE: 1" = 30' <br />8 p <br />4• I <br />.I•r .' a ..•\.... ,. 90: ..• �> •, ► ..°�.•.,so' TYPE 2 48"0 .. 4, <br />° �`. ►.: R ,33 6 _ _ — — — — - — i (PER OE STD DWG 4C� )= :. , :. ► i �, o <br />\ I � O 30 15 0 30 60 <br />' I A <br />I ::♦ b - ° ► 1 ° — I ti I W/THRU CURB INLET .. o�� 00, <br />h a'' <br />AV <br />>O _ .b. � y • I I �_Y \ ° b ►.. ,•' ►: \ :,♦ •. ►•• 5 <br />00 <br />� �'.'° `•.'•°>•• I �� I :— I n I _ I. \ I �I '1 I V� '`�►`ti cow <br />---°s r, I I I a' I I `r I I �. 40 EX. R/W <br />550 <br />540 <br />530 <br />525 <br />13+50 13+00 12+50 12+00 11 +50 11 +00 <br />PUBLIC ROAD PROFILE <br />HORIZ. SCALE: 1 "=30' <br />VERT. SCALE: 1 "=3' <br />10+50 <br />10+00 <br />550 <br />540 <br />530 <br />525 <br />9+50 <br />R/W <br />5' f 6' S' <br />SIDEWALK PLANTER <br />60' PUBLIC ROAD <br />29' <br />14, <br />14, <br />5 p 6' S'f <br />PLANTER SIDEWALK <br />0.5' CURB 0.5' <br />2 0% 2�CURB <br />� � I � <br />4" MIN CSBC <br />CEMENT CONCRETE CURB <br />AND SIDEWALK PER COE 3" HMA CL 112 ; PG 64-22 <br />STD. DWG 312 3" ATB <br />4" CRUSHED SURFACING BASE COURSE <br />1 PUBLIC ROAD/TRACT 99S (SE'CTIONA—A) (AB) <br />C3.1 NOT TO SCALE DESIGN SPEED = 35 MPH <br />TYPICAL DRIVE AISLE — URBAN AREA <br />(PER COE STD DWG 302) <br />NOTE <br />ALL CATCH BASINS ARE TYPE-1 PER COE STD <br />DWG 402 UNLESS OTHERWISE SPECIFIED. <br />4" MIN CSBC <br />R/W <br />