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s <br /> I LEGEND: <br /> 1 <br /> i l CLEANOUT <br /> ■ CB TYPE 1/INLET <br /> — :- , S ® CB TYPE 1L <br /> (----- <br /> - - - <br /> f_ - - _ -"�._ - CB TYPE 2 <br /> gr - �! --� -- - =- -it - -- -- __ - - ® STORM LINE <br /> I 0 0 IF - _ —up--UNDERORAIN <br /> r <br /> I - KV\ �i�J CLEAR,GRADE, HYDROSEED <br /> t <br /> s CONSTRUCTION NOTES: <br /> 7 9 r l i 0 REMOVE EXIST CONCRETE TRENCH DRAIN. SIZE <br /> -- VARIES 7" OR 11" WIDE. SEE NOTE 12 ON SHEET <br /> H. <br /> _ SDN01. <br /> • __-- ' 9 O2 CONNECT TRENCH DRAIN TO NEW CATCH BASIN, <br /> I; < k SEE DETAIL 13, SHEET SDD03. <br /> — GSwz I i a '' 0 REMOVE EXIST CATCH BASIN. <br /> rK. <br /> o I ADMINISTRATION BUILDING O RECONSTRUCT WATERLINE AS NEEDED TO AVOID <br /> . 9 1 _ I CONFUCT WITH STORM DRAIN. <br /> g I _ , <br /> p <br /> f I <br /> I o / _I © COORDINATE WTH PUGET SOUND ENERGY TO <br /> z <br /> 11---.7-.-, <br /> c <br /> RELOCATE GAS TO AVOID CONFLICT WITH STORM <br /> I, s r DRAIN. <br /> i <br /> "' 07 VERIFY ELEVATION AND LOCATION OF POWER AND <br /> --- i ! or- <br /> , ":,,, <br /> D _ COMMUNICATIONS CONDUIT CROSSINGS WITH STORM. <br /> - <br /> RELOCATE CONDUIT AS NECESSARY. <br /> ■ _ - © CLEANOUT, SEE DETAIL 20, SHEET SDD04. <br /> AI / _ GENERAL NOTES: <br /> 09 •,I- SDDD4 <br /> `1,h S S _ 1. CONTRACTOR SHALL VERIFY GRADES FOR <br /> I. <br /> DRAINAGE BEFORE CONSTRUCTION BEGINS. <br /> 0 as <br /> 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL III 11 r <br /> fr <br /> 0 0 UTILITIES AND DOCUMENT PRIOR TO BEGINNING <br /> FL <br /> CONSTRUCTION. <br /> u <br /> or Impi <br /> vii u - - . i = -,. 1 -9/ <br /> ‘0.%, / <br /> UD UD UD UD--UD UD UD UD UD I N M <br /> ,O <br /> . B 1=N <br /> r B 2 4"UNDERDRAIN law SD1I <br /> ., 0 <br /> I YP Ill' <br /> x <br /> r r w <br /> -F,'<? r - - _- -- u� X59 T UD UD------ <br /> UD---IS <br /> D uD� rn <br /> u, I <br /> I(—. I _— -__ .._. _. -. - <br /> PHASE 4 KEY PLAN <br /> II 18 <br /> SDD04 1 7 <br /> 50004 <br /> o.w <br /> S1' <br /> rn3 <br /> 8a <br /> 0 10 20 40 <br /> I <br /> 1 inch=20 ft.HORZ <br /> 0 2.5 5 10 <br /> 1 inch=5 ft.VERT <br /> om <br /> DRAWN BY DESIGNED BY o LE/if,,, _ MCOB PAVEMENT RENOVATION AND REPLACEMENT SHEET <br /> .!=Z3 <br /> CHECKED BY APPROVED BY 2�4�6oP�z�2t'�cn 1Pff ommunitytran i 7000/7100 HARDESON ROAD, EVERETT, WASHINGTON <br /> LAW RJL � , 40,11.8{\d° — STORM DRAINAGE SD 1 1 <br /> DATE '� %` ,�' <br /> ;E: <br /> 1/25/2018 z.4. , 1601 5th Avenue,Suite 1600 7100 Hardeson Road <br /> 2/14/18 KJH LAW RJL ADDENDUM 1 `8��4c1srti�� Seattle.WA 98101 <br /> PLAN <br /> 0sInxet s Everett.Washington 98203 i 80 OF <br /> NO. DATE BY CHD. APPR. REVISION J 0 6 No 1600557 2/21/18 zD6.6zzsezz 1 <br /> www.kpn.com (425)348-2312 Fax(425)438-6141 PHASE 4 <br /> I <br />