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non Retention Wall Plan <br />Immediate Bluff Survey <br />Topographic Rendering <br />layered over � � 9 r. <br />nstruction and landscape plan NOS 90008 SET OF <br />D15 Pre -Construction View AT EXIST GRADE <br />s <br />J \\ <br />// DS <br />Everett, Washington Public Works Permit III PWI606r002,. <br />Permit NO: 131606-004 <br />\ \ CC a R We Registrations <br />14,5-0i \ \ \ 201607020612 a 201607020613 <br />m <br />t �T+irP <br />H <br />�® \>Qhfift C1AB QN GRADf W/ (3) <br />I ?l DSco L#4 <br />48" OC. 6" GAP <br />% ` ♦ E LL ND SIDEWALK <br />94 186.43 \ <br />�16'a <br />REMOVE APPROXIMATELY (7) l x'" 187.82 4 ,, ABANDON EXIST <br />/ ROWS OF PAVERS TO INSTALL DRAIN PIPE <br />DRAIN PIPE. REPLACE BORDER t' 145 197.90 T =� 0 \ <br />FRAMING AS REQ"D BY OWNER �. j `TO <br />-184 i \ <br />/ DS I \ \ <br />187A3 �'' � IIM�{1) 7�LQCK HEIGHT <br />NEW 4" PERF PIPE DRAIN CO! .+ IiYE <br />/ j ALONG DECK DRIP LINE IN \_ et+� 11BQ`VE NE SI WALK <br />/ 12" x 12" GRAVEL TRENCH. EXIST CONC H6 TOP: \ 0 <br />REMOVE & REPLACE PATIO H76. \ 6' HDPE <br />/ PAVERS AS REQ"D I f 'TO BASE <br />FFE: 287.76ROCKER`I 2LiNAItbE►GHT �� <br />l t INSTALL NDS 900 Ce & ',•% KEYSTONE WALL _ a 32 .,� <br />fi I i TIE INTO EXIST (r e, <br />i DRAINAGE SYSTEM DEMO EXIST �16g H8deg✓ �� <br />DS YARD DRAIN -- ' O� -1i.83 <br />I TOE ',;86 0 <br />,. TIE EXIST <br />1 r DOWNSPOUT INTO CB 191 «1+ <br />i a _ EXTEND 190�✓�. # •. EXIST <br />' RE-ROUTE TO EXIST g ° PLANTERS ' ' XIST WALLS j _ EXPOSE <br />r <br />1: FOOTING TING DRAIN l., i" CONC I <br />Q�� <br />3 JJJ - DS ` 1 s, - 18"0 NYLOPLAST CS <br />{ <br />RIM = lag .0 <br />IE (SE) =1861 <br />IE (NW) =186.1 <br />191.82 IE(NE) ¢ 186.0 <br />4 <br />192.32 <br />194.32 CONC BLOCK STAIRS <br />a `' ` �w - ' i93,32 TO EXIST GRADE <br />PROTECT EX WIRING <br />&SPRINKLER SYSTEM <br />TOOLED CRACK CONTROL <br />JOINTS 8'•0" OC <br />K '/ .i aA 5 INSTALL NOS 900 CS REPLACE NOTE: <br />EXIST PERF PIPE EAST OF CATCH B5 I INDICATES THE ROOF DOWNSPOUTS THAT <br />n ate+/ BASIN W/ 4- SOLID PVC & TIE ROUTE DRAINAGE TOWARD THE SLOPE AT HE <br />INTO NYLOPLAST CB BACK OF THE HOME. CONTRACTOR TO PROVIDE <br />OWNER A SEPARATE BIG► TO CONFIRM DRAIN <br />LINES ARE IN PROPER WORKING CONDITION <br />a�T4 „C AND CAN BE CONNECTED TO THE TWO <br />/ a6�A'1' NYLOPLAST CATCH BASINS. OWNER MAY ELECT <br />TO HIRE A SPECIALTY CONTRACTOR TO VERIFY <br />s <br />"� CURRENT DRAINAGE SYSTEM. <br />