Laserfiche WebLink
NW 1/4, SEC. 11 T.28 N., R.4 E, W.M. <br />CITY OFEVERETT, WASHINGTON <br />15irIl <br />330 <br />320 <br />CB 3 <br />STA:1 A <br />RIM:&: <br />IF- 32 <br />IF-- 32 <br />310 <br />300 <br />290 <br />id <br />260 <br />PROPOSED <br />GRADE ALONG <br />DRAINAGE PIPE <br />E <br />CONTROL STRUCTU <br />N <br />15.98, 13Z50' R <br />.50 (AS) <br />.52 (12IM IN, <br />.52 (12- OUT, SE <br />(AB) <br />(AB) <br />EX. GRADE <br />ALONG <br />DRAINAGE PIPE <br />MUMMIT LINE <br />TA: 50+92.81 <br />12" HDPE (SDR 2 <br />ND PIPE IN/PIPE <br />RS EVERY 20 FEE- <br />399LF <br />OVER <br />ANCH <br />) <br />(AS) <br />TO DIFFU <br />AND ROC <br />8 x7 x2' <br />ER TEE <br />PAD <br />AB) <br />cfl <br />L O <br />rn <br />N <br />N <br />N <br />O <br />N N <br />N N <br />mil- <br />N N <br />op <br />N N <br />00 <br />N <br />49+50 50+00 50+50 51 +00 51 +50 52+00 52+50 53+00 53+50 <br />0 UTFALL DRAINAGE PROFILE <br />HORIZ. SCALE. 1 `50' <br />VERT. SCALE. 1 "=5' <br />Know what's below. <br />Cal 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 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 />11111MA <br />330 <br />32 0 <br />310 <br />300 <br />290 <br />I111M <br />260 <br />54+00 54+50 55+00 <br />ENDS MAY BE GIPPED <br />FULLY OR PARTIALLY (AS SHOWN <br />FOR WEIR EFFECT <br />FUSED OR FLANGED CONNECTION <br />SPECIFIED IN PROFILE/PLAN <br />HDPE MOLDED OR FABRICATED <br />TEE SAME DIAMETER AND <br />DIMENSION RATIO AS PIPE 30LF 6" <br />DIFFUSER TEE <br />NO HOLES <br />OPPOSITE PIPE <br />TEE OPENING <br />SPA ON INE- <br />7.5 X LE A41ET + <br />HOLE D1RbQE <br />btb <br />SPACING ON CENTERLINE= <br />1.5 k HOLE DIAMETER + <br />HOLE DIAMETER <br />ROCK PAD —1 <br />8x7'x2' DRILL HOLES IN FRONT HALF OF TEE ONLY. <br />HOLE DIAMETER (INCHES) = <br />TEE PIPE DIAMETER DIVIDED BY 6 <br />(EX.- 6 INCH TEE = 1 INCH HOLES <br />18 INCH TEE _ 3 INCH HOLES) <br />1 OVERFLOW STRUCTUREDE'TAIL (AB) <br />C3.2 N.T.S. <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 />02/23/2024 <br />