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A PORTION OF SECTION 18,TOWNSHIP 28 NORTH, RANGE 05 EAST,W.M. <br /> 535 North PC '---" PL W <br /> o <br /> s re eo,,ndoy Lot 14 -- u <br /> 1 1° ° O L,Lj <br /> iii Z M <br /> 7 " J w <br /> 530 ng I 530 o " ° 00 r, <br /> Su ce O <br /> El = Q Off, <br /> LLL 0 2 O Q�C14 <br /> L 13 of 3 0}3 o13 of 4 o1 ---� <br /> Proposed all ---- ° <br /> ° J _ a Y____il V -� Q CS <br /> 525 D sign Ground525 -- O W �C)O <br /> See ESNW Geolechnical Wall 1 0 1 - Q <br /> Report and Details for all Wall ° <br /> 520 520 Construction Requirements. r o J ' LOT 43 Lo}45 J ,+ Lot <br /> dill <br /> O - <br /> ,o <br /> 515 SIS l;}27 0}2 0}2 of3 o f3 0}3 o13 O 3 <br /> -10 -5 0 5 10 15 20 0- <br /> Y o ° <br /> SECTION N 1-N 1 (STA 2+20) SCALE:Hoa r'=5' = o <br /> 0 <br /> FILL WALL(ROCKERY) 0dlVed 1-5' oo •�•. 'a <br /> 0 <br /> Wall Height H 0.3 H=-1.8 H=-0.9 H=-0.2 H=0.0 H=0.1 H=0.4 H=2.2 H=2.7 H=4.2 H=4.3 H=4.5 H=4.4 H=5.1 H=4.6 H=3.7 H=3.1 H=1.4 H=0.3 H=-0.8 H=-1.8 H=-2.0 H=-2.1 H=-1.9 H=-1.6 H 0.2 <br /> Scale:1"=100' <br /> Stakeout Lot 17 Tract Lot 16 Lot 15 R Lot 14 Lot 13 me Lot 12 Lot 11 Tract Lot 10 y�,F- wa OSr <br /> 994 0 995 994 1 c P <br /> U <br /> 570 570 <br /> l � _ <br /> O � a <br /> 560 560 FssioNALENr' <br /> 2023 <br /> 550 550 <br /> 540 540 <br /> ExBlin Sun`ace b�Top Of a// <br /> esign Ground®lip of Wall <br /> 530 530 <br /> 520 520 <br /> Des on Ground 0 Toe bf Wall ExIsbhgSurf e Toe of Wo// <br /> by hh n"y hh �n h n h , w W r gZ <br /> zU <br /> aw <br /> 510 510 <br /> I v8 ¢E Z" <br /> QU O¢h h n n h 0 j <br /> w¢a F ¢m <br /> 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 4+98 a 0 0¢""' ¢ <br /> NORTH PL-PROFILE SCAI_e Hoa 1"=20' <br /> 11:11 Vert F 20' <br /> 535 535 3 <br /> r <br /> N <br /> ¢ <br /> (7 <br /> 530 530 R <br /> Lo t 7 sae eoundo, a F <br /> .� <br /> � o z <br /> � N <br /> 2 > a <br /> 525 Design Gro nd 525 w'y <br /> n >Op N <br /> Proposed W II ¢ F.50 <br /> � 0 <br /> 520 520 U (j <br /> ng <br /> SIM- See ESNW Geotechnical Wall a y W <br /> ___ _�_____-_ Report and Details for all Wall u- to <br /> _ <br /> ------- ............ <br /> --- Construction Requirements. z 05 <br /> 515 ---------- 515 a W <br /> J <br /> ¢ LL <br /> 0 <br /> De <br /> CL <br /> J <br /> 510 510 J <br /> -20 -15 -10 -5 0 5 10 Q <br /> SECTION E1-El (STA 1+90) SCALE:Hoar'=5' 3 <br /> FILL WALL(ROCKERY) II:IIVed 1"-5' <br /> Q <br /> Wall Height H 7.2 H=6.9 H=7.3 H=6.8 H=6.5 H=5.9 H=5.0 H=5.4 H LL.I=4.8 H=6.0 H=4.6 H=5.6 H=4.9 H=5.1 H=4.2 H=2.8 H=1.9=-0.1 U Y <br /> J ¢ aV <br /> 6 J = <br /> owo <br /> N Stakeout Lot Lot Lots Lot Lot? pQ Lot Lot Lot 10 Q m O <br /> w" Z <br /> o <br /> 560 560 <br /> c sso 550 Permit#: PW2303-023 _ <br /> w Site Address: 9506 7TH AVE SE <br /> Owner: PACIFIC RIDGE HOMES _ <br /> € sao sao Application Date: 3/21/2023 <br /> z° Description: Retaining Walls for Chelsea Heights U m <br /> u 530 Design Grou d @ To of wan 530 IL <br /> Review Status: APPROVED <br /> t Review Date: 08/11/2023 <br /> 520 520 <br /> 0 <br /> E - _ _ <br /> APPROVED <br /> $ 510 <br /> e PUBLIC WORKS DEPARTMENT <br /> 3 <br /> E BY:Thad Newport <br /> UNDERGROUND UTILITY NOTE SOo Poo DATE:08171/2023 SHEET <br /> m Underground utility locations Shown hereon are based __ __ e h R h R h CITY OF EVERETT REVIEWED FOR PERMIT C7 of C27 <br /> a 1 ® upon surface indicators.No underground location <br /> service was utilized for their location.The use of this r-. I I 1 24.36 <br /> -_ map for their exact location is not warranted.Prior to 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+203+26 <br /> construction user should call the utility location service <br /> a at 1-800-424555548 hours before construction. EAST PL-PROFILE SCALE:11-I"-20' <br /> p:p Vert r'=20' REVII22-047 <br />