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NW 114, SEC. 11 T.28 N., R.4 E., W.M. <br />CITY OFEVERETT, WASHINGTON <br />RECORD DRAWING <br />1F <br />SCALE: 1" = 40' <br />40 20 0 40 <br />m„ n <br />$ATm� <br />'^ - -' N 00'00'00• W 274.29' Cal <br />\ tP` TYPE i CCQE37D 402 <br />+ L <br />Ammo ✓ ,� ��� �� � I\ � I I _� _- <br />360 <br />350 <br />340 <br />330 <br />80 <br />23+4%63 <br />-PT: �3+48.36 <br />I w <br />0 qo <br />w� n4 <br />n a <br />�o <br />�L� - x_� 7YPE-1 COES7L <br />- N 0000'00' E 65.29- _ _ _ <br />o <br />PVI STA: 10+78.47 <br />PVI ELEV' 350.12 <br />+ <br />K: 5.05 <br />i,J <br />LVC: 40.00 <br />ro <br />eh N (AQ) eh cNo <br />U <br />CO <br />o �7 <br />NG 402 15LF 12' SD 0 4.82% (AB)Ic. wA - <br />/-, I I <br />mO <br />04 r.,j <br />PVI STA: 14+00.00 <br />PVI ELEV- 348.58 <br />K. 34.25 <br />LVC: 160.00 <br />(AB) <br />IO <br />0 <br />+ <br />m <br />v4- <br />o <br />o <br />. <br />m <br />W <br />� <br />LOW POINT S <br />A: 13+0 <br />.00 <br />Z <br />o <br />LOW POINTELEV: <br />J42 <br />65 <br />oLr) <br />W <br />+ <br />PVI STA: <br />3+00.00 <br />N <br />+ <br />o <br />N <br />PVI EL <br />:347.58 <br />rn <br />p� <br />U <br />K.1 <br />LVC: <br />.00 <br />0.00 <br />0� <br />O <br />+ <br />IRS <br />o� <br />O^ <br />0nl <br />m <br />U <br />- <br />m <br />PROPOSED GRADE <br />EX. GRADE <br />® C/L OF RD <br />® C/L OF RD <br />-1.00o <br />0 0.89X <br />CB12, <br />E-1 COE STD DWG 40 <br />.75, 0.00' <br />STA/3+0 <br />RRL•347.7 <br />(AS) <br />CB 1 <br />-1 COE STD DWG 402 <br />STA10+99. <br />0 344 <br />(12' k% S) (AB) <br />6, 0.01' R <br />RRL•349.95 <br />(AB) <br />F 344. <br />(12' OUT. E) (AB) <br />AR 346.45 <br />(12' OUT, N) (AS) <br />0 345 <br />(47NC N. W) (AB) <br />346.79 <br />6 PW Ml Q AB <br />0 <br />z <br />O <br />Fz <br />Cn <br />o <br />wa <br />co <br />n <br />N <br />CO n <br />co Ln <br />CO CQ <br />C n <br />LO o <br />N o) <br />N <br />9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 <br />DRIVE AISLE PROFILE <br />HORIZ. SCALE: 1 "=40' <br />VERT. SCALE: 1 "=4' <br />360 <br />350 <br />340 <br />330 <br />13+50 14+00 14+50 15+00 15+50 <br />PAVEMENT <br />RESTORATION <br />PER COE <br />STD 326 (TYP.) > <br />OL <br />- 4T <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 />--------- a l ' °': `\ ; Jim Knappert 02/23/2024 <br />Cr <br />Permit Inspector <br />w I <br />00436800003703 <br />°o3E /y\ \%4PT.2T+48.36 L11i <br />414'06• <br />PC: 23+1.63 R=139 <br />q� <br />/////////////!✓,CGP.Lei%.'�1/L%fi.�`f!/'%!Lf%two, <br />%///��%////�� <br />I <br />1s' SEWER � <br />EasENENr ro <br />CRY OF EVEREIT / <br />RECORDED <br />1202009230693 <br />Fl.OW ARRONIS <br />PVI <br />STA: <br />23+90.00 <br />PVI <br />ELEV- <br />349.91 <br />K: <br />5.00 <br />LVC: <br />30.00 <br />o <br />o <br />� <br />( <br />'��)+� <br />0 <br />+ <br />N <br />N <br />U <br />UUU <br />W <br />>an <br />> <br />l� <br />74+ <br />l wr <br />SCALE: 1" = 40' <br />40 20 0 40 80 <br />/ / I <br />EX. GRADE <br />® C/L OF <br />o PROPOSED <br />GRADE <br />RD STA.23+15. <br />3 <br />® C/L OF <br />RD <br />ELEV-356.27 <br />^ <br />W <br />,j <br />O <br />J <br />of <br />� <br />U <br />(A) <br />N <br />N <br />Y <br />ti <br />O <br />CO <br />Ln <br />Z_ <br />�s <br />1.50' <br />007 <br />B TYPE-1 COE <br />STD DWG 402 <br />RIk349.95 (AS) <br />346.45 (12' W, <br />N) (AS) <br />c� <br />c <br />N <br />z <br />o <br />� <br />o <br />w <br />a <br />N^ <br />Lno <br />C; N <br />'+50 23+00 23+50 24+00 24+50 <br />54TH ST PROFILE <br />HORIZ. SCALE: 1 "=40' <br />VERT. SCALE: 1"=4' <br />360 <br />• <br />Know whars below. <br />Cali before you dig. <br />UTILITY CONFLICT NOTE.- <br />350 <br />340 <br />330 <br />325 <br />25+00 25+50 <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 AND THEN SHALL <br />INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE <br />EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY <br />VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS <br />SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC <br />INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, <br />THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO <br />RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. <br />