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FABER REDLINES - REVISED GRADING AND STORM LAYOUT <br />ALL ITEMS PER THIS PLAN <br />/ <br />W <br />z <br />0 <br />CD <br />Z <br />0 <br />m <br />Z <br />Q <br />m <br />O <br />U <br />U <br />Y <br />I <br />Q <br />/ <br />z <br />U <br />I <br />CD <br />0 <br />I <br />m <br />O <br />U <br />ME <br />I <br />X <br />/ <br />w <br />I <br />0 <br />I <br />O <br />U <br />ME <br />I <br />X <br />/ <br />0 <br />U <br />_� <br />Uo <br />I I <br />00 <br />I U <br />m <br />OMi I <br />U X <br />o� <br />o� <br />oW <br />X <br />wo <br />N <br />_o <br />m I <br />m <br />oCD <br />m1 <br />O X <br />M/ <br />F- <br />U I <br />o0 <br />CD <br />I <br />o� <br />N U <br />X <br />O <br />O= <br />R1 <br />r- <br />M <br />Eo <br />E U <br />O � <br />X <br />/ <br />c� I <br />/ <br />a� <br />o E <br />N C <br />v <br />N � <br />L <br />� X <br />mee <br />01 <br />no <br />9 <br />9 <br />lqjff <br />1601 5th Avenue, Suite 1600 <br />Seattle, WA 98101 <br />206.622.5822 <br />www.kpff.com <br />• •, <br />• •; 8 • <br />TOP OF WALL= 430.8'.5' <br />•* <br />N=344618.25 <br />E=1291946.13 <br />FG=429.24 <br />CONNECT TO WALL <br />UNDERDRAIN <br />N=344606.79 <br />E=1291949.28 <br />TOP OF WALL=429.82 <br />FG=429.21 <br />L, N=344714.87- <br />E=1291955.11 <br />FG= 428.00 <br />U N <br />z � <br />o � � 'n <br />ti N <br />N _j � J <br />J _ <br />W W <br />W W <br />a- <br />wm <br />S. <br />,d 24089 <br />I STEg��, <br />�`rs10NAL�l <br />\�A <br />p <br />�p <br />p <br />�\ P <br />`P <br />DESIGN INTENT THIS EDGE IS TO MATCH EXISTING <br />/ <br />z° FAR 427.O67 <br />I° FIR_ <br />-„ F p <br />4 �* <br />EVISION <br />CB1 TYPE 1 <br />w/ kmmrn r_R®TP M-4 TVDC , <br />a <br />GENERAL NOTES: <br />1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR <br />PUT INTO USE UNTIL IT HAS BEEN INSPECTED, TESTED, AND ACCEPTED BY <br />THE CITY OF EVERETT. <br />2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN <br />AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE <br />WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND <br />MUNICIPAL CONSTRUCTION (CURRENT EDITION). <br />3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM <br />AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR <br />SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID <br />DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING <br />UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY <br />THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE <br />APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED <br />CONSTRUCTION ON THE PROJECT. <br />4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS <br />MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING <br />CONSTRUCTION. <br />5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP NO <br />WASTE, DRAINS TO STREAM, LAKE, RIVER, PUGET SOUND, OR WETLAND <br />CHOOSE APPROPRIATE FEATURE FOR THE PROJECT. <br />6. STORM DRAINAGE PIPE SHALL BE CORRUGATED POLYETHYLENE STORM <br />SEWER PIPE UNLESS NOTED OTHERWISE. <br />• CLEANOUT <br />o DOWNSPOUT <br />CB TYPE 1 /INLET <br />_SD- STORM LINE <br />uD UNDERDRAIN <br />- R® ® ROOF DRAIN <br />TRENCH DRAIN <br />This Record Drawing has been prepared, in part, based <br />on "As -Built" information provided by others. Though <br />the as -built information and this drawing are based on <br />the best available information, no presumption should <br />be made regarding the drawing's accuracy. <br />t 0_ <br />Signed By Date <br />FMFORCE MAIN I Print Name & Title ` l 1 <br />CONSTRUCTION NOTES: <br />G) CONNECT TO DOWNSPOUT. SEE DETAIL 3, DRAWING CG.07A <br />® TRENCH DRAIN SEE DETAIL 2, DRAWING CG.07A <br />�3 CONNECT TO EXISTING DRAINAGE STRUCTURE <br />® CONNECT TO EXISTING 8" PVC STORM DRAIN <br />CLEAN OUT (CO) LOCATION TABLE <br />STRUCTURE <br />NORTHING <br />FASTING <br />INVERT <br />C06 <br />344528.12 <br />1292079.39 <br />425.02 <br />C07 <br />344559.13 <br />1292147.71 <br />424.45 <br />C08 <br />344590.51 <br />1292224.29 <br />423.86 <br />C09 <br />344582.42 <br />1292243.61 <br />423.71 <br />CATCH BASIN (CB) LOCATION TABLE <br />STRUCTURE <br />NORTHING <br />FASTING <br />C81 <br />344739.66 <br />1292096.37 <br />C82 <br />344773.62 <br />1292179.40 <br />C83 <br />344788.01 <br />1292214.58 <br />C612 <br />344578.02 <br />1292037.95 <br />C613 <br />344643.44 <br />7292197.79 <br />MCOB MAINTENANCE IMPROVEMENTS <br />FACILITIES MASTERPLAN PHASE 3A <br />11 HARDESON ROAD, EVERETT WA 98203 <br />A 1 1 1 <br />_I <br />1 <br />0 10 20 40 <br />miiiid <br />1 inch = 20 feet <br />DRAWN: TLC PROJECT NO,: 20-002 <br />DESIGNED: CJM DATE: APRIL 13, 2021 <br />CHECKED: LAW ITB #2021-011 <br />DRAWING NO.: <br />CGm04 <br />