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APPROVED PLN BLD2022-1118+Site_Plan+8.19.2022_11.12.31_AM+3061722BLOCK 12 HANBURY'S SOUND I VIEW TRACTS V. 7 / PG.20 LOT 5-- LOT 4 460 17189 Ar '117173 ' r \ ♦�\ 4"8•"73' 1 JP cS 32 F,r r %\ j'716j� 1 t 17166 V CD ♦ `__ _ -�' ' _� 140 89'45 " E I i�`♦ \_-____---___ , I�\-'(\176�r--r\V/ 16EN\\ \ \►\I\ It i --- ♦_ �C-- ♦ \ Ili 14 \ \ A / \ \ �:♦ lt#` 0� / - -' ----�� ♦\ a- �_�\� -440� `\ O 1 1 '- ,_' 8T ♦ l � 1 � ♦ \ �♦ \-= �� ♦\ \\ ) COI 18t 4 H bi`�7 \` 17162 \ / // Vc / / ' `J -' -id- 't- h \, V 1 . , • ♦. LbT 4\ I II I 1 , / /,_ 17t 0 _ X♦ YLj�\ Y y 4 3^ �\ 1 >< NW CORNER FE CE IS III 1/h%l -ti 311 ► 1 \�� \` �',AJ �Y�� \�Fj �r jL\ / 200 120"C ` .2'W. OF / OT LINE A 7 �-I r\ �� 1�/r' �' i20 1 �'/�` I 3T��-- �ri2rf� I a -ram \ Il�t� '�' FENCE CROSSES II 7n ►1y�h�,♦ \ 1► ` ♦ �,fi \♦\� /r ♦ ♦ ♦ r k r �•9 .SINE 9.8N. OF r 1 III 11769 1 \♦/T��` % ♦�; ?x � ;\ Ic��C,y.� .M�__. T Q oI' \ 71 \\� \ y \ '� ♦ L ♦ 1��V CE SL�N FI C.�l \ 1 1_ � �� � � �i �\I 1\ \�\ \ ` � ♦�� ♦ 22"F� 1 � 1 /��-T ♦ -�'♦ ��r•l -1� ♦ 1s7a91 \\� \ \ \ �,� ��� �acd �j;ti j�'IF \ 1 ♦♦ \ �l • � I; ►1 1 1 1 f077 q 1071 `� _ I 107 �o78' 4 SEA/4, SEC 31, TWP 27N, RGE 4E, W.M. 9 -FOUND 1/2" REBAR I / 0.1 'E. OF L 0 T CORNER. / (1110712020) ,LUG (am#€R-F-€A7 dCE-lam 1.2'W OF LOT LINE FENCE CROSSES LOT LINE 55.8N. OF L 0 T CORNER. 5'CLFNC VILLAGER REC. NO, 8112285001 FENCE CROSSES LOT LINE 9.8'N. OF 5 LOT CORNER. FENCE IN TERSECjt IS 0.4E. OF LOT GATE E 7154 6'CLFNC 10582 ` J.L 1715 1r I 4F 1058 8 C 10579 -t--- / 0 HEM -L� 10 H 10 A� \ -45�- N 8945 F� ' ..�i q�'v 5'?v� F}� ; - • , • ��. END F♦C\N,L'`E -�_17 --- t ' SW FENCE CORNEA �, LOzziL'�NE. Ir ��+1- I1- y 1 0.5'N.f0.5'E. 01=L0 T7// 1 O,O�r' \r - ���_/T/7r-1 1 rCOR I L6"Hl 41? LOT L I )0577 y6" E. ND FENCE IS ON LOT LINE. FOUND 1/2" REBAR AND SMASHED CAP 0.1 N. OF L 0 T CORNER (1110612020) TRACT 998 \ 1 \y / � 2.\\ / � 1 4�� �r 18 / \ i � / ♦ I III 10, FAY /\ �= f- \--=�9,1�J� 240 1SWI� 'i I - / I ` /_ `•� ,f7OO \ 1 RY WO i � /(i� • , • >'' a / •� '�� lolh`t�� , ► _ E_ I ► HOUS \ I 1 ♦ / I 1� y - r I l'- 2236- \- �\ I �i I \\ FOUND 1/2" REBAR 1✓� �. �2 } ♦ � sOl o -1 Fes\ j Q,� ?� AND CAP "LSA 22969» 1 752 Ido 1 \^�� / 2 �- \ /, ♦\ \, , I ♦ 1 CHICKEN ♦ l 1 `�y - I 0.1 N.xO.1 E OF LOT va ►\ / r 1D�etl ..� X' '(- o \ \ "%`' I ,`_ =�iNA I •, �L = 1 ' r / ` ' r \ Z CORNER 1 " ` 1', _ - I 6 r4 4 1 / -( �� 17as�T \ ♦ ' \ \ I E r \ . r r1 I (11/06/2020) I I 1 7 ;'��- i �`; .�-�y' i ` 28'c�^♦\ X RHEAP tyER i i�Fo 1� x! 'T 0755 < I , . ' . I r,- D ONNEC . I .h VERTICAL DATUM NAVD '88 AS VERIFIED TO SNOHOMISH COUNTY CONTROL POINT 25. BENCH MARK ORIGINATING BENCHMARK SNOHOMISH COUNTY CONTROL POINT 25 FOUND INVERTED NAIL IN CONCRETE MONUMENT DOWN 1.0' IN CASE AT THE CENTERLINE OF 236TH ST SW AT THE INTERSECTION WITH 92ND AVE W. ELEVA TION: 442.74' TBM A' AT FOUND X' IN 1-1/2" BRASS DISK STAMPED "WSI 16916" IN 4'X4" CONCRETE MONUMENT DOWN 0.4' IN CASE LOCATED AT THE SCALE.' 1 " _ JO' INTERSECTION OF 240TH ST SW & 92ND AVE W. 0 15 30 60 ELEVATION: 429.50' TBM B' AT FOUND X' IN 1 3/4" BRASS DISK IN 4 "X4" CONCRETE MONUMENT DOWN 0.3' IN CASE LOCATED AT THE CENTERLINE RIGHT-OF-WAY FOR 2407H S7 SW, SOUTH, OF HOUSE NO. 9019. ELEVA 7/0N: 455.40' -NOT-E-TREE REMOVAL IS PROHIBITED AS PART OF A PERMITTED DEMOLITION EXCEPT AS REQUIRED TO REASONABLY CONDUCT DEMOLITION ACTIVITIES SUBJECT TO APPROVAL BY THE CITY. APPROVED TREE PROTECTION FENCE LOCATIONS ON SHEET TP-01 SHALL BE INSTALLED PRIOR TO DEMOLITION ACTIVIITES, OR APPLICANT SHALL SUBMIT PROPOSED TREE PROTECTION PLAN RELATED TO DEMOLITION ONLY. REVIEWED DP 9/6/22 \ \ �f 7 '`\\ 4' l fo 0\ ` 1 / 12 F L `� - Z ♦ \ I r .107nis /, 096 ri Db096 /\ 1 1 \ , c ), FENCE INTERSECTION \ 1, \L,��_ 2" \ \ \�1 or \I / F /d�c� / 1 9 d+5 �- \ V _eo- 11� IS 0.5E. OF LOT LINE. \ ^ \ `♦\I ♦ I \ / / 1 \ ,%I� _ ♦\ 1b]39 \ I `f07 / 1", % `��� \y�K I � `\ \ \ `\\ I\ .-�� E EDGE GRAVEL lSOF I ,� i I iI `% \ \It ` �I �♦ I 1.5'W. OF LOT LINE. \ �� - I ` . 16 �, ,�, ; 09 105200t 1/s 07+2J®\ �i 4 1 4 I I ` e 1\ \ 1 r ♦ A l 10507 \ ��_ --�� \ \ ► \\\ 1 � l �� 1� \ ♦ ♦ , \ l 20"F ► 1 `\ 1 \`� _k' �' FOUND 1/2" REBAR I \\ O \ 34 \1 i I i �\�\ \ y♦\ \�-- i I ,�--_�\ \\ `; \ \/y.: AND CAP "LSA 22969„ U ^ \ -�' \ , \ ,� `♦ \ POW T UTILITY I __-\ ` 1 _ i _ \�.•:':•: AT LOT CORNER. - I o \ rt'� / I ► 1 I \ y\ PANT NO SIGNAL E l •'- 2�\ 1 1 \ \`�\ �' 11106 2020 1 500 \ `♦ i r 2 ♦ I 1 \ ` 1 ' EDMONDS I I O \ 1 I I ,'r I �`x ~ ` F 1 _ '�77 1j \ �\ I \► ` E. EDGE OF ASPHALT p \ \ 117 �r_� ,� \ 1� 1 I �•�1 1 ♦ 1044 -� l 1037� \':' ' CROSSES LOT LINE 7.2S. OF SCHOOL I I L{ - _s�47o i / \ �11 i G \ 1 \ , o 1 \ , -�1049 Q W L'. • I� 6�� / 10�9\� 4 F ': '•' FOUND REBAR AND CAP. D/STR/CT 15 2 I I I ,c / 06�+ , \ x c� r.:.... - / 1 I I 1 17078 / C Q 1' 1. .• .• 1\ 1 0P,1 I �\ L•• I► I /� ► I' 48P \ / I/=Q 1.'.,•'l1� 1 Z •. _ \T EDMUNDS HIGHLANDS DIRT I I 1 I I o I 1 \ 17083I -� _ YOB C �/ /...:•:';:' \�.\�a�..•.'•. rr'. •% '.0 • y �Y'.Y�_�\ `�� ;' .�.. �\ �' �•�I /{�-'.•.• .•.• .•.• .;• .•.• .:' � :••� . � : �: �•,.•�.:•.•�:•�::•:• .•.•�.:..•..•... �..• .•.•� 3 `REC. NO, 200404125344 PATH i /1 I I I I \ 170� ` 1 1082 � 1/ �! G� Z `'-...� : ^.•.�.��;. y.,• .r � ., \ `\ \ I I 1 N 1 ► 1 I 1703 1 8",Pr->,10497 `\�,'-��\�': ': ': : : 70, 1jC�3fB-1---�♦ to352 \11D 511 �� \.:•: j Lfi 1 1 \ III 1 ,JB: M _ �M-2_0 EA� \ .• �•'� F r r I 3 �� 089 1 .B// r _ice '.• /' F �' \�'.••.•..•.� 1 p 1 I I \ I I ► , / �8 I h / G- , %T / �pQ4493 ` I I ' -/ j -� 'i / P \ I 1 \v I V r I I / �� ' A � ~7V � u / -1-- 1 ,T�yF .1 :/ j / 1 ♦i n oN / t�s�44 4s I ►. '. �{ \ F,(7UND 1/2" REBAR 111� I �{ iCiF-1� / Fi I c� sF\/ v i' \ �: .•.. \\ 2 ,'AND CAP "LSA 22969., II , 1 . 1, I► I I 1 ' 8 '/ 9 /2rF /c am---G / I l f f - / ►� ► �' A T L O T CORNER. _ t'�.. •L ••%'•\�` 0" r_ ,,j` -I -t - I� 7 1� 1 CONC. BLOCK `�.1'�..,::.: /� /F..: •.. / `1 / FENCE INTERSECTION \ ' 1 0 912040� 1 ` I ��e44g . \ \'` ,.:.1 r / �r� � `' �` Z 'I�•'rl 0.6E OF LOT LINE. 1 \ 1,Ir,C I \�-- ��� -- jar, / f\\ i �r \` ` \� / , I, f �y \ I I ~..: \ FENCE INTERSECTION I .) I / / p / 1 �:.:..:; /77T(i " t \� \ V :.:: 1 ♦ \RH P 1034 -• : y�- �. ► ' r l / l 1 `-� 77�T71 `� \ L y/ \ 111 OF - 1 .: ` /S 0.6E. OF LOT LINE. I `\lA9--'` _ F , 77 '. / \ C7 ON ' _FFE=470.0'_- ♦VVI 111 I % \ \- % I 183C i 2 1 1 / 'P�6it1 9125 240TH ST SW \� / , 1 ,- 14 I , �• I I I ► t/i' 1.5 STORY WOOD I `� �� (` ' ,--Q_09 Z41ZTH_ST I I r \ / / / ♦ � \ / \ 7� /,/ / '•;�'••.\•: FOUND 1 2" REBAR �) ♦ \ / 1' V I _ 8465 \ r' 1 STOF�'Y WOOD ERA II I I \ / 11 /�� AND CAP "LSA 22969" �f, / 1. FRAME HOUSE _ �( \ p \ ,� I r I x 1\I �1�a>o♦ \I �. - < s-- �.- USE Wd 1,\EAYNT \ �1 1 _\ u.K ♦�T I / _ �� #03 y:, \ 1 0.1E OF LOT CORNER. �1; ►/► 1-- F1 \ /� .. _ _ ,-- " ..: - (1110612020) / � I l�, r'0 � I \,I �-:.:.�,� 11 - � ♦ AST a t \ P,a'\Tl�,'�1-- I ,.... r3y`lI _ F '1-�k'--�I:�.✓Y.I FENCE INTERSECTION 1\ / / \ 1 0.6E. OF LOT LINE. i, p�� � ��'�r\�•' � - 38 F \ k rt----rrr »'«< 0"C 1081 i 10l , _ I • •�'. 10�39 !� / l8 \ 'LJE Z°Fi -r •'. ;' " \ l . c57 Y \ 1 I 220"F 1 4"G L '•'. ;� \ I .� \ I \ i '�O� \�.� 1 ♦ I / � �� - � / 22" `•c / M. 12 1 ♦�OF I� / I _� - 110329� �� 6'BFNC 1 N EDGE ASPHALT I�l I �_ � � 110736 \ ....� '-� 1 \ X 1070 S 18.6E. OF L 0 T \ I / , iN0 _\ 1 ♦ _ 1 , `�C `♦ ` - I \ p �\ ` I } \ 1 \ \ i O F ♦ I r 1 \ k1J1/2 I SW FENCE CORNER. \ w _ 1 6 --�- ► I �_�-_t g -_ I \ ♦ 1 %\ I �> _ I{ I ►� ► r' �:?2"F'+� ; 1 _V : �' I I) 17K,LF - y\ , I.�� 3 11 I :' ' d t CORNER IS 1. 1 'E. �[ r \ �- - _ T-� ♦ II 1 �'1� OF LOT LINE. 7 I V 7 Z \ / i J f .ram _/ y C �� J T ♦ J I'.. 3j� ,0. _ I' '�_ `,r 1�-- `\mot ► l e� - _ iD ` �. ' -.L �� I I 1 E EDGE ASPHALT I,\ �_ ��� ��;>,c iL ��F��� ♦ F\ IS 3.5'W. OF LOT \ 1 ; ► \ 1 \ h_I >b 25 8 cYj \l t \ �� --- < r - ` `--` 1065� Il �-'>.i �" 15�_ CORNER. / CB 10020 �1\ lit ► �� `7 ti___`�---�X:•''1 A FOUND 1 2" REBAR RIM 428.46 :... , _ _ / / l A - &A' `-� `\'� \ :• \ 6 6" PVC lE 423.92 (N)\ ` _. a..•. . 22969» I CAP 1SA 12" DI lE 423.55 E / \ `\ y y•. # LL_�- , 1 rx t C v 1 CPP 4E -AA.. / D--------- 8" DI lE 423.42 SW O I /I. ___'�'..•:.: '.'. _s'_-___ ---_�9�s� c-- 2 ^��_ ��� _ - _ , : __ OHP - -� c _ �-\ j t ♦ _ _� �.... .\J J= 0"r110644�- `.`��-_ LCs:Q-' I �. \ fi - -SD-- -SD / / ?'"'' �'•',�� �� _ =-O�P� �6fj-�6��cr�R/�TfI-CH-� � l�l B �1V_ --_�_ ... � � �-�- -c�SQ�- _ W \ I I L DD'RE'SYES 1 1 CULV.12"CNC IE 433.90' 2' FOUND REBAR AnJD CAP C AND AP / w/TRASH RACK 141.0- - O - - - -VH9�- - - r2�.1�3 .. ► 1 sr -- --- SS ASS SS-t , .. (12116120) ♦ 1 1 \ LIMITED Sl DIS.TAIICE CB 10018 G-----*i -- -� - \- RIM 427.19 - �� ��\ - - - G- - =�-� `� �T -�- T G 7 12" DI lE 423.71 ) i I�t LBOX `� ADDRESS ON POST -• �sz� �6 Psr TBM B' ' \ Ap `_ 'r "NO PARKING ELEV.=455.40 12 DI lE 423092.8 8NE) 910SK 12 DI lE 422.88 (W) ---------4 IN 1 3 BRASS -E�sT�-,�1�=- SSMH 10019 �'_STREET TBM A' SDMH 10043 RIM 428.91 O cn , RIM 432.15 FOUND X' " ELEV.=429.50 12" CONC lE 427.42 (E) / 8" CONC lE 418.82 (E) I Z 12" CONC lE 423.74 (W) SSMH 10118 DISK IN 4')C4" CONCRETE 8" CONC lE 418.76 (S) FOUND X' IN 1 3/4" RIM 452.30 MONUMENT DOWN 0.3' IN CASE. BRASS DISK IN 4'X4" 6" CONC lE 445.85 (N) (1110612020) Q CONCRETE MONUMENT 8" CONC lE 444.77 (W) FOUND X' IN 1 1/2" BRASS DISK DOWN 0 STAMPED "WSI 16916" IN 4"X4" CONCRETE MONUMENT DOWN 0.4' (11/06/2020) CASE. IN CASE 0.08'W. OF SECTION LINE (1110612020) TREE LEGEND TREE TAG NUMBER & DESCRIPTION XXX XXX EXISTING TREE DRIP LINE LEGEND - EXISTING UTILITIES / FEATURES X WIRE FENCE QO EX REBAR -0- POWER POLE 0 CHAIN LINK FENCE E- GUY ANCHOR ❑ WOOD FENCE SECTION M Y STREET LIGHT _ DITCH OR SWALE � QUARTER SECTION � POLE LIGHT n n n n GUARDRAIL ® EX MONUMENT © POWER VAULT RETAINING WALL ROCKERY El ASPHALT W TRANSFORMER -------FLOW A�( POWER METER - - - - - - - CURB ❑ CONCRETE Z JUNCTION BOX -- - - - -- ASPHALT GAS METER - - - - - - - CONCRETE ❑ GRA VEL -------GRAVEL GAS VALVE ------------- ROOF WETLAND (D FIBER OPTICS MANHOLE CHANNELIZA TION B TV RISER ------ DRIP LINE ❑ CATCH BASIN, TYPE I T TELECOMM VAULT - SURFACE FEATURES 0❑ CATCH BASIN, TYPE ll ❑ TELECOMM RISER Z111L1/1/1/1/._1 BUILDING FOOTPRINT Q SD PIPE FLOW - - - - - - - - - TOP OF 40% SLOPE QO YARD DRAIN Z TELECOMM JUNCTION BOX - - - - - STEEP SLOPE BUFFER TRAFFIC SIGNAL o STORM CLEANOUT - • - EDGE OF WETLAND •"••••••••••••••••••• WETLAND BUFFER STORM CULVERT END o MAIL BOX - - -190- - - 10' CONTOURS SEWER MANHOLE SIGN -----192------ 2' CONTOURS o SEWER CLEANOUT ® BOLLARD ----SD- STORM DRAIN PIPE 4 • SOIL LOG TEST PIT ----SS- SEWER MAIN SS PIPE FLOW ----FM- SEWER FORCE MAIN O SEPTIC LID CONIFEROUS TREE ----W- WA TER MAIN )C� FIRE HYDRANT OHP AERIAL POWER LINE WATER METER 0 DECIDUOUS TREE P BURIED POWER LINE - - - - G - GAS MAIN pd GATE VALVE C BURIED CABLE WATER MANHOLE - -TV- BURIED TV AIR/VAC RELEASE VALVE T BURIED TELEPHONE LINE C^ BLOW OFF P/T BURIED POWER/TELEPHONE 0 IRRIGATION METER Fo- BURIED FIBER OPTIC CABLE M IRRIGATION VALVE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. Contact OVWSD regarding providing water to site during construction. City Of Edmonds Building Department Work DEMO SF --------------------------------------------- Address 9109 240TH ST SW d-------------------------------------------------------- -- Owner ; BRCKETT'S LANDING- PACIFIC RIDGE JOMES ------------------------------------------------------------ Approved Date. Building Official ------------------------------------------------- -- ----------------------------------------------------- Permit Number; BLD2022-1118 ---------------------------------------------------------- APPROVED BY PLANNING Sep 06 2022 • Know Y haft. below. Callbefore you dig. RECEIVED Aug 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-1118 PLN 2021-0037 APPROVED FOR CONSTRUCTION CITY OF EDMONDS \Vll_� 09/07/2022 CITY ENGINEERING DIVISION RAMI ENGINEERING, INC. Civil Engineering / Land Planning 19109 36TH AVE W, SUITE 100 LYNNWOOD, WA 98036 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM m W 0 1 ENGINEER: 21.2122 ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DA TE.• SCALE.• 212122 1 AS NOTED 20-024 SHEET EC-01 SHT 3 OF 15 LOT 5--,, 17189 17166 \ 4;r,l; ffA I I I BLOCK 12 HANBURVS SOUND VIEW TRACTS V, 71 PG,20 LOT 4 J �� �5$ A,56 SEA/4, SEC 31, TWP 27N, RGE 4E, W.M. LOCK & LOAD RETAINING WALL OP 454.0 13 OE 441.0 VILLAGER REC, NO. 8112285001 TOP 453.0 /Ot 454.7 u 1 �147 \ 17 0 TOE 450. 0 3 10581 '12'e' 6- H 10582 10579 `� \ 11715 -- f / �1IF 54 1 84 8"C 10""A �17> 18 NE#-- - - - - - 0 H r • \ Q80 10586 F -- e 17153 .6 2 \\ 014 A 2\ 10787 10 49 0 VD7rl6 ;115 ��` ` 1 F 4 F #0 01 SE 461.6 € 89- - 4" 8"MA TOP 467.0 p \ - 07W 462.410 4.6 F 0�461.4 1075 I `. 10744 � cr f' m � P463.8 - ---- J TO -462.4 - _-\ 105 \\ \ TOP 462.4 0 I OP 46X'. 4 9.3 TOE 453.1 9' 3 I i b\ 60.0} 45 \\ CONC BLOCK rl ; .1 '9 `, ,TAINING WAL4 I 10499 P�576 8 C 145�.- 4 (- I 1452 �7O� 17079 WP 1 01C l 17075 10497 \`�k L ' V OBO f1.6 201EM "C I,IBtF I I1270710 241F II I I 10491 1 II 17t69 J2-H 1 1 495 F I I 4j+F I 20"F I I I 1 H` 1/7071� ► 1 o4ss 1 / II /�Q r 104 4 14 F I - -- L TOP 452.5 3 2 20 1 OP 452"56 - J 7oE 44� 3 Af 10457 TOP 454.5 I I j I 11046412 F TOE 449.3 II I 1 f0463 f0465 i TOE 4 5- 0654 1 / 0 F 7{i t68L- L -P-1 - - - .56 I- -4- 4-1-4 + 1--I -+ 4-1 li I I I I -Li-L I I I 8'(r>ty EX H041SE TO 117 SEE I 1] ; A / F- L\\ L - -iL-4- '41 , fo5 J `\F - - - -j- - - 0540 -I IMV CI !00 \ `\III • 1o3r} SE 452.8 12 IF111I� 40 `y` `\ 10434 \I 1 04L5 \ --4---I---11-J EX FEES 7O B' REMQVED (f" P) ; Il 44 1 1 1 _ FI 1 `I 4 Ito �•': 1 ` � 1 I 1 *!-F I S 452.1 \ 1037), Dc�� I 24 F} I 1452 `IIIr T------�--- /I i II\1 �\1��� \♦ 1 0352 1m351 II III I I v} � I I 1 10344 )0349 I I III 1122E 1 8F SD451. OF \ 450 I 10 35�t o343 1 10347 \ o?OR 4 T ,� \ \ J 1 318 10342\ \ III I I f0317 , F O O` '30 F\ v 448 D 6F I \ I \ Jr. 1 lt-F I SE 4 7.5 ,.•.� , F 1 10316, I } 10 F \\\ 1\ "c 4�6 I L TOP 44.9. ,} TO 5 3 \ TOE \ _ 444 } I I 22 F1 1 0JI1 0 C \ ` 1104329 0�\I 11Yxnl 2O F4 j I 1.1 -M.3 _' 103091 `\ = 9ONC- BLOCK - T- - RETAINING WALL (FILL - 3' MAX HEIGHT) TRACT 998 4 SIL T FENCE EDMUNDS HIGHLANDS REC. NO, 200404125344 10372 48"C TOP 458.0 5 4 TOE 452.E 3 PROPOSED CUT ROCKER Y 10139 20 F TOP 460.0 6 9 TOE 453.1 ,I - • ----Din 7 44-2 In -SD �434-- 436 __ -- \�, } - `,�-`-r----SD- -- -- - - - - - ------ ------ W --------------------- ------ - --- ------ ---- ---- - - - - I _ I +1110 ; _ I_ % -1 10 Ob- I - 1 _ i l 11 oo,,� - - - � - 12+00 - `428� S-- S--�\ -Si SS ----`ASS-- SS-� SS -\ SS-'r---�-i- - - - - - - \` - -�R �� �¢6 J� io CB PROTECTION (TYP) 240TH ST SW R k ----------- TEMPORAR Y N Q CONSTRUCTION ENTRANCE Q nAk SCALE.- 1 " = 30' 0 15 30 60 TREE LEGEND 0 EXISTING TREE TO BE REMOVED DRIP LINE EXISTING TREE TO REMAIN TREE PROTECTION FENCING (LIMITS OF DISTURBANCE) BRAD/NG QUANTITIES CUT FILL ±24, 000 CY ±2, 000 CY CONSTRUCT/ON SEQUENCE 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. J. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTA7ON AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION /S ESTABLISHED. 6. DEMOLISH EXISTING STRUCTURES. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE F RES. 8. INSTA ETENTION VAULT. 9. CLEAR, GRUB & UGH GRADE SITE. REVEGET E DISTURBED AREAS NOT SUBJECT TO ADD/TIO SURFACE D/STUR CE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSE EAS SH BE STABILIZED PER EROSION CONTROL NOTES BELOW) 10. INSTALL UTIL177ES AND OTHE SITE IMPRO ENTS, INCLUDING FRONTAGE IMPROVEMEN IS. 11. STABILIZE AND CO OST AMEND ALL EXPOSED SOILS P TO REVEGETA TION ENTIRE St TE. 12. ESTABLIS LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORA ER OS CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE ST /LIZAT/ON AND APPROVAL BY CITY INSPECTOR. Permit is approved for demolition only Iniuw Y haft. b810W. Carl defare you RECEIVED Aug 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-1118 PLN2021-0037 APPROVED FOR CONSTRUCTION CITY OF EDMONDS 09/07/2022 CITY ENGINEERING DIVISION RAMI ENGINEERING, INC. Civil Engineering I Land Planning 19109 36TH AVE W, SUITE 100 LYNNWOOD, WA 98036 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM m 0 a v W W cc W 0 1 21.2122 Q O tu 40 V ENGINEER: ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DA TE.• SCALE.• 212122 AS NOTED JOB NO: 20-024 SHEET.- TP-01 SHT 4 OF 15