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580 <br />570 <br />560 <br />550 <br />540 <br />A PORTION OF THE NW 114 OF THE NE 114 OF SEC. 14, TWP. 28 N, R. 4 E, W.M. CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON <br />EXISTING GRADE <br />AT PIPE <br />Uj <br />AT FINISHPIPED GRADE <br />EXTERNAL TOP OF VAULT EL=569.67' <br />i <br />INTERNAL TOP OF VAULT EL=568.30 <br />QShift C13-4 <br />6' westerly <br />- - - - BOTTOM OF LIVE STORAGE EL=561.80 <br />VAULT INLET-1 <br />N=339275.99, E=1288920.70 <br />IE=563.20 (12"0) W <br />20 LF 12" SD ® 1.007 <br />CB-3, TYPE 2-48"0 <br />N=339276.37, E=1288900.70 <br />RIM=572.94 <br />IE=563.40 (12"0) S <br />IE=563.40 (12"0) N <br />IE=563.40 (12"0) E <br />STORM ALIGNMENT A <br />HOR: 1 "=30' <br />VIER: 1 "=3' <br />00 <br />ry) <br />ACCEPTABLE STORM PIPE MATERIALS <br />1. CLASS IV REINFORCED CONCRETE STORM SEWER PIPE. <br />2. SOLID AND/OR PROFILE WALL PVC STORM SEWER PIPE (SDR35, ASTM D3034 WITH <br />3' COVER MINIMUM). <br />3. CORRUGATED POLYETHYLENE STORM SEWER PIPE WITH SMOOTH INTERIOR. <br />4. HDPE PIPE (BUTT FUSED ONLY). <br />5. POLYPROPYLENE STORM SEWER PIPE. <br />6. PLAIN ALUMINIZED STEEL SPIRAL RIB STORM SEWER PIPE WITH GASKETED OR <br />WELDED AND REMETALLIZED SEAMS. <br />7. PLAIN ALUMINUM STORM SEWER PIPE WITH GASKETED SEAMS. <br />8. PLAIN ALUMINUM SPIRAL RIB STORM SEWER PIPE WITH GASKETED SEAMS. <br />9. DUCTILE IRON PIPE. <br />1 <br />1 <br />I <br />1 <br />1 <br />0 <br />QApproximate location <br />\\,-and depth of ex. <br />Comcast/AT&T fiber <br />optic line <br />61_ <br />CB-4, TYPE 2-48"0 <br />N=339289.53, E=1289070.20 <br />RIM=571-52 571.58 <br />IE=564.50 (12"0) W <br />IE=564.50 (12"0) S <br />IE=564.50 (12"0) N <br />13 1.53% <br />W LF 12" SD 01:9�X <br />VAULT INLET-2 <br />N=339289.90, E=1289050.99 <br />IE=564.30 (12"0) E <br />STORM PIPING NOTE <br />CONTRACTOR SHALL CHOOSE THE STORM PIPE <br />MATERIALS BASED ON THE ACCEPTABLE <br />MATERIALS LIST ON THIS SHEET. INSTALLED <br />PIPE MATERIALS SHALL BE NOTED ON <br />AS -BUILT PLANS. <br />570 <br />560 <br />550 <br />540 <br />580 <br />570 <br />560 <br />550 <br />540 <br />Contractor to verify depth <br />of fiber line at low point to <br />WI <br />Z check and make sure we <br />w; have vertical clearance <br />�I from new curb inlet box. <br />0 <br />0- <br />1 EXISTING GRADE <br />1 Top of fiber line = 568.01' AT PIPE <br />IAssumed depth of ex. dry located 9.7' from property FINISHED GRADE <br />1 utility conduit per contractor. line per surveyor AT PIPE <br />1 <br />1 I � <br />I100 LF 12" SD ® 1.30Z <br />I147LF12'°SD®0.619� <br />CB-46, TYPE 1 <br />N=339536.63, E=1289075.90 <br />RIM=578:@6 570.04 <br />IE=566.70 (12"0) S <br />IE=567.80 (12"0) NE <br />I E=566.70 (12") E <br />6LF 12" SD @ 3.33% <br />Curb Inlet, <br />10 LF 12" SD 0 8.00% Rim=570.00 <br />IE=567.00 (12") W <br />OUTFALL-1 <br />N=339543.30, E=1289083.42 <br />IE=567.00 (12"0) SW <br />INSTALL DEBRIS BARRIER <br />AT PIPE OUTFALL PER <br />COE STD DTL 435 ON <br />SHEET DT-08 <br />CB-4A, TYPE 1 <br />N=339436.31, E=1289073.99 <br />RIM=568:fr% 568.71 <br />IE=565.40 (12"0) S <br />IE=565.40 (12"0) N <br />I E=565.40 (12") E <br />6LF 12" SD @ 4.50% <br />Curb Inlet, <br />Rim=568.67 <br />E=565.67 (12") W- <br />Top of fiber line = 567.11' <br />located 8.8' from property <br />line per surveyor <br />STORM ALIGNMENT B <br />HOR: 1 "=30' <br />VER: 1 "=3' <br />UTILITYNOTE <br />THE CONTRACTOR SHALL VERIFY THE <br />LOCATION OF ALL EXISTING UTILITIES <br />PRIOR TO ANY CONSTRUCTION. <br />AGENCIES INVOLVED SHALL BE NOTIFIED <br />WITHIN A REASONABLE TIME PRIOR TO <br />THE START OF CONSTRUCTION. <br />C13-4, TYPE 2-48"0 <br />N=339289.53, E=1289070.20 <br />RIM=57.52 571.56 <br />IE=564.50 (12"0) W <br />IE=564.50 (12"0) S <br />IE=564.50 (12"0) N <br />I RECORD DRAWING I <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 11/21/2023 <br />Permit Inspector <br />Assumed depth of <br />dry utility conduit <br />2„ 5D ® 2.13% \ \ <br />\ <br />CB-5, TYPE 1 <br />N=339162.33, E=1289068.78 <br />RIM=577 570.42 <br />IE=567.20 (12"0) N <br />I E=567.20 (12") E <br />6LF 12" SD @ 4.66% <br />Curb Inlet. <br />Rim=570.48 <br />I E=567.48 (12") W <br />CIP <br />RETAINING <br />WALL <br />Top of condiut=560.41 per <br />survey locate. <br />bottom of footing = 562.00 <br />STORM PIPING NOTE <br />CONTRACTOR SHALL CHOOSE THE STORM PIPE <br />MATERIALS BASED ON THE ACCEPTABLE <br />MATERIALS LIST ON THIS SHEET. INSTALLED <br />PIPE MATERIALS SHALL BE NOTED ON <br />AS -BUILT PLANS. <br />v) L J L J vJ <br />DISCLAIMER <br />THE TOPOGRAPHIC SURREY WAS PERFORMED BY LDC, INC. IN SEPTEMBER <br />2021. ANY CHANGES TO THE SITE AFTER THIS DATE WILL NOT BE <br />REFLECTED IN THE PLANS. ANY DISCREPANCIES FOUND BETWEEN WHAT IS <br />SHOWN ON THE PLANS AND WHAT IS NOTED IN THE FIELD SHOULD BE <br />BROUGHT IMMEDIATELY TO THE ATTENTION OF THE ENGINEER. <br />580 <br />570 <br />560 <br />550 <br />540 <br />FIELD CHANGE <br />11-22-2022 <br />REV 1-22-015 & REV II-22-006 <br />Call 2 Business Days Before You Dig <br />811 or 1-800-424-5555 <br />Utilities Underground Location Center <br />m <br />cn <br />U <br />cn <br />U <br />cn <br />U <br />cn <br />U <br />cn <br />U <br />cn <br />U <br />M <br />0 <br />W <br />Z <br />Z <br />� <br />0 <br />z <br />rE <br />O <br />�E <br />ff <br />W <br />NLd <br />O <br />�o <br />O <br />N <br />� <br />M <br />w <br />N <br />=> <br />w <br />w <br />N <br />:5 <br />=> <br />w <br />w <br />a <br />z <br />o <br />w <br />m <br />o <br />m <br />o <br />Qo:f <br />W <br />N <br />N <br />I <br />N <br />N <br />I <br />N <br />N <br />I <br />N <br />N <br />I <br />N <br />N <br />I <br />N <br />N <br />I <br />Q <br />p <br />LC) <br />N <br />O <br />n <br />M <br />T <br />U-) <br />CDN <br />-.4- <br />N <br />i <br />L <br />� <br />1-4-� <br />� <br />r <br />ZN <br />r) <br />vt <br />LO <br />ED <br />•� <br />•� <br />N <br />to <br />•� v sc <br />2` <br />C <br />N <br />Ln <br />W = c <br />i •� C <br />tit <br />IT <br />LL <br />v, W a <br />N <br />w� B <br />u <br />o <br />•= Q u <br />-o ai U <br />c= <br />3�>0 <br />r <br />o c <br />0co <br />N <br />co <br />= <br />� <br />�C <br />N <br />7 <br />I- <br />J <br />U <br />W <br />Q <br />L <br />0 <br />O <br />Z <br />ZQ <br />LOZ <br />W <br />Q <br />pC <br />Q <br />Q <br />O <br />Z <br />Q. <br />W <br />:z, <br />0 <br />2 <br />2 <br />0 <br />UL0 <br />o <br />F. <br />z <br />V <br />Co <br />W <br />J <br />Q <br />O <br />V <br />� <br />W <br />C <br />OF v WVAs <br />•y WAShrr <br />C-D <br />33807 <br />CIS T ER��1��'� <br />SIGNAL <br />JOB NUMBER: <br />C21-180 <br />DRAWING NAME: C2118OC-RD-PR <br />DESIGNER: <br />DCS <br />DRAFTING BY: <br />BJN <br />DATE: <br />1-25-22 <br />SCALE: <br />1" =30' <br />JURISDICTION: <br />EVERETT <br />PR-02 <br />SHEET 1 6 OF 38 <br />