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SW 114, NE 114, SEC. 23, T.28 N., R.4 E,, W.M. <br />CITY OFEVERETT, WASHINGTON <br />*LOT 4&5 <br />UFG=548 & FG=548 <br />• <br />Know what's below. <br />Cali before you dig. <br />UTILITY CONFLICT NOTE.- <br />CAUTIOA7- <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 />550 <br />540 <br />F0xt01 <br />525 <br />,M4 M <br />+ <br />+ <br />M_ <br />3 � <br />� U <br />p <br />p <br />CIL OF RW <br />U <br />U <br />*LOT 7 <br />LOT 8 <br />—�*LOT <br />LOT 10 <br />FG=548 <br />=548 <br />FG=548 <br />FG=548 <br />* LOT 3 <br />m <br />= __ <br />FG=547 <br />C� N h o <br />______ <br />0.509 <br />+ Q O <br />N <br />O + N <br />p + + O W O^M <br />p <br />O <br />*LOT 2 <br />a <br />�¢� <br />ZOp <br />FG=545 <br />PROPOSED GRADE <br />o <br />Wo <br />wo <br />® CIL OF <br />RW <br />r <br />w Q <br />o <br />�S°3 <br />U <br />Q <br />U X m <br />Q �- <br />= <br />*LOT 1 <br />FG=543 <br />rok_2.00% <br />1 F e' 1°1C S.Qo102 <br />�/FT <br />(AB) <br />(b� <br />SSM 3, <br />STA 13+31.41. 4.9; L (AB) <br />L di4, <br />0 53IL45 (81M OUT. SE) (AB) <br />S5M <br />0 SX55 (MC ft SW) (AS) <br />STA:11+52.o7, 4.18' L (AB) <br />0 5X55 (6AKV ob M) (AB) <br />54 <br />'? <br />5J&84 (e'WC (AB) <br />0 SX54 (81WC WT. S) (AB) <br />t9 <br />SSUH 1, <br />STA:10+61.7$ 4.55 L (AB) <br />RK-540.70 (AB) <br />E: &U 18 (8'PYC ft N) (AB) <br />E� (BpUC' <br />EX. SSMH <br />STA:10+00.91, 1.97'R <br />RIM=54 L21 <br />o <br />IE 12" PVC(W)=529.41 <br />z <br />No <br />IE 12" PVC(E)=529.51 <br />o <br />IE 8" PVC(S)=530.00 <br />�a <br />0 529.61 (81M 6% W) (AB) <br />N� <br />n.� <br />��, <br />N� <br />0 �Ln <br />N <br />Ln <br />� <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 />FOR <br />525 <br />9+50 <br />RECORD DRAWING <br />This Record Drawing has been prepared, in part, <br />based on "As -Built" information provided by <br />others. Though the as -built information and this <br />drawing are based on the best available <br />information, no presumption should be made <br />regarding the drawing's accuracy. <br />Jim Knappert <br />Permit Inspector <br />07/29/2024 <br />