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<br /> \ \ \ \ \ N. N. \ \ \ \ \ CB TYPE 2
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<br /> \ \ \\ \\ \\ �, , \\ \\ , \\ `, , MrA CLEAR, GRADE, HYDROSEED
<br /> S 0 EXISTING 8" SD CONNECTS TO \ \\ \\ \\ \\ `\ N. \`\ \\ `\ N.
<br /> \\ \\\ N.
<br /> TRENCH DRAIN. REMOVE \\ \ \ 8" SD ` \\ \, `, \, \ `, , \ `\ CONSTRUCTION NOTES:
<br /> TRENCH DRAIN AND CONNECT \ \ \ \ \. o
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<br /> 7 CO 8" SD TO TYPE 1 CB. \ \ \\ \\ \ \\ �\ \ \� t�i1\ O1 REMOVE EXIST CONCRETE TRENCH DRAIN. SIZE
<br /> \ \\ \ `, \\ `, •\\ \, \\ \\ VARIES 7" OR 11" WIDE. SEE NOTE 12 ON SHEET
<br /> - _ ,,, •_ SDN01.
<br /> (VSO SD'— SD. SD �411111.1" - \ - �!�� - — ����! r,, 2O CONNECT TRENCH DRAIN TO NEW CATCH BASIN,
<br /> L1') \ \ N 'N.
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<br /> SEE DETAIL 13, SHEET SDD03.
<br /> ' CB-58\ J •
<br /> \ N=3442 x.87 \ N , All'
<br /> ® REMOVE EXIST CATCH BASIN.
<br /> \ 1292304 dP\ , , , \ � O RECONSTRUCT WATERLINE AS NEEDED TO AVOID
<br /> S EXISTING 8" DI SD TO REMAIN • \ \ \ •
<br /> •
<br /> _ ‘ .,, •
<br /> \ \ \\ \. \\ �\ \\ CONFLICT WITH STORM DRAIN.
<br /> AT LOCATIONSO01) \\ \\ \\ \\ \\ \, \\ \� \\ , \ \\ \\ 1
<br /> IDENTIFIED BY CTPM c30OA \ \\ \ \ \ ` ` \ \ \ , \�B-55 �N \ © COORDINATE WITH PUGET SOUND ENERGY TO
<br /> \ \ \ \ ' �\ �` �\ `, 12" �\ \, , RELOCATE GAS TO AVOID CONFLICT WITH STORM
<br /> Y \`i \ \ \ \\ , N. \�\\ \,\ \\\ `,\ �\\ �\ \ \N., \ DRAIN.
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<br /> x \\ \\\ \\\ \`\ ;\\ \\\ \\ \\ ..
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<br /> '.. •,\ \`, \\,, \\ \�. 7O VERIFY ELEVATION AND LOCATION OF POWER AND
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<br /> \ \ \ N \ \\ \\ \` \\ , COMMUNICATIONS CONDUIT CROSSINGS WITH STORM.
<br /> N.
<br /> \ \\ \ \ \, \\ `\ \\ \\ `N \\ ``, `\ \\ \, RELOCATE CONDUIT AS NECESSARY.
<br /> i \\ \ \\ \\\ \\\ \\ ..s \\ \\ \` \\\ \\\ \•\ \\ \\\ ® CLEANOUT, SEE DETAIL 20, SHEET SDD04.
<br /> \ \ `, \ \ I GENERAL NOTES:
<br /> \ \. \\ `..
<br /> \ \ \\ \\ \\ \\ \\ \\\ \\ \, `\\ \\, \\\ 1. CONTRACTOR SHALL VERIFY GRADES FOR
<br /> S
<br /> SEE SHEET SD10 DRAINAGE BEFORE CONSTRUCTION BEGINS.
<br /> 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL
<br /> UTILITIES AND DOCUMENT PRIOR TO BEGINNING
<br /> CONSTRUCTION.
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<br /> ------------ EXISTING GRADE PHASE 3 KEY PLAN
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<br /> "' 1SD
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<br /> 05 LF 8„ 2.91%
<br /> 50 LF 12" SD ®0.65% 60 LF 12" SD ®D.66% 65 LF 12" SD ®0.60%
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<br /> 425 _ 425
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<br /> 420 420
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<br /> Pa
<br /> 415 415
<br /> 0 10 20 ao
<br /> ,, 300+00 300+40 300+80 301+20 301+60 302+00 302+40
<br /> 1 inch=20 fl.HORZ
<br /> 0 2.5 5 10
<br /> E io 1 inch=5 ft.VERs
<br /> S,'
<br /> I DRAWN CBY DESIGNED BY o1. LE/k, _ MCOB PAVEMENT RENOVATION AND REPLACEMENT SHEET
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<br /> - CHELKAED BY APPROVED BY 2 �� i��=y'CA oCoc mmunitytran � 7000/7100 HARDESON ROAD, EVERETT, WASHINGTON
<br /> -,i,„
<br /> DATE A'�: J lq:Iff amis.&" STORM DRAINAGE
<br /> 7. 16015th Avenue,Suite 1600 PLAN AND PROFILE SD08
<br /> E 2/14/18 KJH LAW RJL ADDENDUM 1 1/25/2018 F�t��s°t°Bet \� Seattle.WA 98101 7100 Hardeson Road
<br /> S,O8A1 4w Everett.Washington 98203
<br /> 206.622.5822
<br /> NO. DATE BY CHD. APPR. REVISION J 0 8 No 1600557 2/21/18 www.kpff.com (425)348-2312 Fax(a25)438-6141 PHASE 3 OF 121
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