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APPROVED PLN BLD2022-1116+Site_Plan+8.19.2022_11.20.20_AM+3061757BLOCK 12 HANBURY'S SOUND I VIEW TRACTS V. 7 / PG.20 LOT 5-- LOT 4 460 17189 Ar 1117173 32 F,r r %` j'716j� r t 17166 2 V CD ♦ `__ _ ��' ' �_� 140 89'45 " E i�`♦ \_-____---___ , I�\-'(\176�r�'r\V/ 16EN\\ \ \1\I\ It i-- ♦_ �C-� ♦ \ Ili 14 \ \ A / \ \ �:♦ �k Or ,---�� �c ♦\ a' �_�\� -440� `\ O , � i' �_� � � ♦ / � 1 � ♦ 1 �♦ \�� �� ♦\ \\ � COI 77tP� 1 V 17�\ \ / 18t 4 H bi`�7 \` 17162 \ / // Vc / / ' `J -' -id- 't- h \, � LbT 4� I II I 1 , 17t 0 _ X` Ylj�\ Y y 4 3^ �\ , >< NW CORNER FE CE IS III 1/h�l -ti 311 ► 1 \�� \` ��J �Y�� \�Fj �r jL\�20t1*20"C/01`.2'W. OF / OT LINE -I�1 ' �'r �` I 3 T��-- T2t I a ,ram \ Il�t� '�' FENCE CROSSES II 7n ►1 ♦ \ 1► \ ♦ �,fi \♦\� rr ♦ ♦ ♦ r k r ` �•9 .SINE 9.8N. OF r 1 III 11769 .M�y_ _ . T Q oI' \ \\� \ y+J\-'� X -L � ♦ 1714WA l CE SL�N � �d _ 8 V• _ /� 13 , 1 F 1 III ' \7�1 1 / ► r :\ ' i �` 16" 1 s"C 1_ � �� � � �i �\I 1\ \�\ \ ` � ♦�� ♦ 22"F� 1 � 1 /��,T ♦ -�'♦ ��r•l -1� ♦ 1s7a91 \\� \ \ \ �,� ��� �acd �j;ti j }---� - 1�NfL4 l i 1 1 I jg'IF 1 \ I 1, , I 1 1077 1071 29/ �� ' \2 �o78i 4-F 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 1715 I-17�15� I . 4F 1058 8 C 10579 1 \1�B'REM� - I --- / 0 HEM -L� 10 H 10 A� \ _0- N 8945 F� ' ..�i � ; END F}F♦E\N,L'E ' SW FENCE CORNEA'�N LOzz1Z\VE. 0.5N.�0.5'E. 01=L� - �l \ T� 1 a it \r ��� /T/Ti�ij�1 CO'R 1 SE I L6"Hl 41? LOT L )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 I III 10�LI / 1 `1 1 F i� 2 F�� / \ = f- , P I \ 'r I - / ♦, Ak- 6 l �l .\ I `�lam \ /_ ``� ,f7OOW \ 1 J 11dRY Wo i 4 I,( i\ I �ilY i • , }'► Q, •♦ � 1fYls1�� , 1 - E_ I 1 HOUS \ I , ♦ / I 1� y r I l'' 2236- I �/ \- `\ �i I \\ FOUND 1/2" REBAR 1✓t I I. �2 } ♦ � sOl o f Fes\ I Q,� 11 I ___ � �� .j� I /- / ?� �% \ c 1 \ AND CAP "LSA 22969» � � 1 752 �- � � �� \ � Ido \,,�� \ / 1 ♦\ \, , I ♦ ,r4' CHICKEN ♦ l I ` v'- 1 0.1 N.xO.1 E OF LOT r ie ` 40 ► \ / 1D�etl . %`I •' x' ' (_ _7' DFKV FENCE `�,/ I I o ` 1 I \\ I �`_=�iNA I •, �L= 1 ' / r \ Z \ \ 1 32-q FI I/ I I CORNER 1 ` 1', 4 \/ -( �� 17as�T \ ♦ ' \ \ I E r , \ . r r1 I (11/06/2020) I I 1 7 \-�:. ��� i �`; .�-�y' i i i��_ ` 28'c�'�♦\ X RHEAS\P V,q/ER i iFo i\Irk II - � \� �. � 7�e'/ \ ` �4 / / 0755 -' D ONNEC �N 1 \ \ X l 100\ 1 121E L !` Z♦ J I \ bra ri \ I r .107nis 096,i FENCE INTERSECTION \ L�.1\/ ` x \ �a�.- 2" \ \ `\1 0 \I / F / �C� / 1 9 65 r- \ V _\ to I IS 0.5E. OF LOT LINE. \ ^ \ `♦\I ♦ / 1 \ ,%I� _ ♦\ 1b]39 \ I `f07 / % `��\4709Y,1 \y��' j \\ \ \ `�\ I\ .'� t E EDGE GRAVEL IS \ 1 � i I \ 1 ♦\ \, % \ \ `� \ I �♦ I 1.5'W. OF LOT LINE \ 2 _ �� - I `\\ 16 Cl ,k, ; �105 2 t 1/S 07+2J 40 . \i 4 1 4 It N?- 10507 I.jIt N `\ \ 047 , k \ ♦ ♦ , ` 1 201E ► 1 `\ , \ I \`, _k' �' • FOUND 1/2" REBAR 34 \1 i I i �\ \ y♦\ \\-- i I ,�--_�\ `� `; \ \/y.: AND CAP "LSA 22969„ \ � \ \ . \ _\1 \ , \ ,� `♦ \ POW 9� UTILITY I __-\ ` 1 _ i _ \�.•:':•: AT LOT CORNER. - I o \ *-� / I ► , I \ y\ PANT NO SIGNAL E l •'-2�\ 1 1 \ �\\ �' 11/06�20� i _ 1 500 \ `♦ i r 2 ♦ 1 1 EDMONDS I I O \ 1 I I r't I �`x ~ I ` F 1 �`�- _ 'h?77 1j ♦ �\ I I► ` ♦ E. EDGE OF ASPHALT o \ \ 117 ,r,♦ ,( ♦ 1� I 1 ♦ 1044 -� l 1037� \':' ' CROSSES LOT LINE 7.2S. OF SCHOOL _s�4AD i r \ �11 i G \ 1 \ , o 1 \ , �V049 Q W L'. • I� sir / 10�9\� \ 4 F '•' FOUND REBAR AND CAP. DISTRICT 15 2 I I I x c� r.:.... - / 17078 / vQ C.' ,• .• .• 1\ 1 0P,1 I �\ L•• I► I /� ► II "\` i I 4 �8P \ / I/=Q 1.'.,•'l1� 1 Z •. _ 0 0 �/1 1':': <. ;\ ..\............. /.:. \.. \T EDMUNDS HIGHLANDS DIRT I I I I I o I 1 \ 17083 I -� _ YO C �/ �:::�`�a\'...;•..;•.rr' j '.0 � . •. • . •. • . •. • .;• . •. • .:' � _ � � :••� . � : �: •�• �.: •. •' : •\:: •: • . •. •'.:.'. •.. •... •....•. •� 3 `REC. NO, 200404125344 PA TH I / 1 I I I I \ 170� ` 1 1082 1 / `� G� Z ` -. : ^.. . y. , • r . , \ \ \ I I I 12 1�,1,` 1 ► / Y ` ►�\ '1 i���_ �\\ .[l` :•::.•: :•: :•:CI .\'••'>..'d/"__/, \ \ i� �• �0372 1 I 1 N 1 ► I �703 1 8",P�, `>�10497 `\�,'-��\�' :': ` 1�'-1---�♦ to352 \11D 51, �� 1 \ III 1 _ 2_0 EA� \ .• '�•'� �HMMT" I F r T I 3 OvB9 1 B// i _ice F \�'. •' 1 1 I I \ I I I ► , / �8 I h / G� , %T /�pQ4493 ` ,I. -/j-� I 1 \v I V� I I / I� ' A �~7V� u / -1-- 1 ,T�yF .1 / j� / , ♦i n oN..:.):. o I IA / t�s�44 4s \ I ►. '. �{ F,(7UNO 1/2" REBAR �' C77� 9109 240th W:': >... I /. ► I I �\ I I q, I I 1 r �{ iCiF-1� / Fi 1 c� sF\/ v / \ �: ' . •.. \\ 2 ,'AND CAP "LSA 22969., II , 1 . 1, I► I I 1 1 8 '/ 9 /2rF /c��---; /•''•.' �z :::.{ I l 1 f - / r \ /• : ►� \ _ 1 �' A T L 0 T CORNER. ► I / /� / 1 1 1 1 7� 1 9 r<.' k•.'i. '� - 1 'l' ���� ..�..• •L•••%'•.•.i�\�♦ 0" 7 1� 1 GONC. BLOCK .,•�`\ , / fb" l /� /F :'.::: • . ' '� / ` 1 II' '. ' ' I / FENCE INTERSECTION 9125i'L`40�t� P� o g . \ \ ,� -- '' III I t ,.:. 1 \ / r `' ��'` Z 'I '�;� 0.6'E. OF LOT LINE. FENCE INTERSECTION /77; " t \� \ \ V ..:: -_ :,;�- ' i \ 111 pF \ - , .: ` IS 0.6E. OF LOT LINE. F , � ::. / \ C7 ON I b' � - _ t ' / 7 i"-FEE-470.0'-- ♦WI II' I % \ \ - % I 183C I 2 1 I 9125 240TH ST SW \� / , 1 ,� 14 1 , �• I I I ► I/% 1.5 STORY WOOD I `� �� (` ' ,--�_09 Z41ZTH_ST I ' I / / I I J .� / ` � \ l \ 7� l� / / '•:�'••.�•: /FOUND 1 2" REBAR �) ♦ \ / 1' V I _ 8465 \ r' 1 STORY WOOD ERA I \ AND CAP "LSA 22969" �f, 1 F 1. FRAME HOUSE _ �( \ p 1 , �1; I x 1\I �1�a>o♦ \I i''fO�J� Wd1,\Eu�L`NT \ �1 1 _\ �K `T I / _ � #03 y:, \, 0.1E OF LOT CORNER. ►/► 1-- FI \ \ /��[ .. _ _ ,� �(, ..:r - (1110612020) I \ I :.:•�''1� 11 - ♦ �T a t \ P�\TLi,'�1-- I 1 III/ F- fmQl§ Q / ``' J7 31 1 1I 4.�I:�.✓Y.I FENCE INTERSECTION p31% ;f \ 0.6E. OF LOT LINE. I i, p�� ter\•' 38 F \ k rt�rr »« p"C l , _ I �' 10�39 I� / `\ r \ 'LJEZ°Fi-r •'. ;'tE„ \ / �j'f0 c3 Y ` 1 I 108121 4"G L 201F \ I .� \ I \ iO� \ 1 ♦ I / �� - / 22" `•c / `103 12 II� / ` U -mac- 1� '�1= } - J /' ' X� �- / ♦ - 110329� �� X 1 '\ .1 I 6'BFNC 1 N EDGE ASPHALT '-� F 1 \ X 1070 S 18.6E. OF LOT \ I / , iN0 \ 1 F ♦ _ 1 -\� `♦ ` ' / I \ 0 �! \ -�`\ \ ► ; F ♦ I r 1 II , I---H- 1p64i1. '14Fi L__ k1. 42 ` /I I , I t I /SW FENCE CORNER. \ w _ 1 6 --�- ► I �_�-r'fr�E� S -_ I \ ♦ 1 %\ I �> _ { I ►� ► � r' �:?2"F.'+ti ; / -� � : �' 1 � I) I A�L'F\\ � y\ , ��k� 3 � 11 I :'•', \ CORNER IS 1. 1 'E. u \ r \ �- - - T-� ♦ II 1 �'1� OF LOT LINE. 11� er \ \♦\ 7 11\r\ 7 Z \ /i Jf .ram_ / y C ��J T ♦ J i'.. 3j� I/� 1 r \ 1 a� `� ,0 2�. __ I' '�_ `,r 1x-- `\mot ► l e� - _ iD ` �. ' -.L 1 I I \ E EDGE ASPHALT " }' - - 1• �' I ��R- F\ \ IS 3.5'W. OF LOT \ 1 ; ► \ 1 \ h_I tb 25 8 `--` + I losfi5� r Il ����i �� �" s.: �1S �� 64�_' CORNER. / CB 10020 �1\ I III 1 �� `� ti___---fiX:••.� 1 A 54�F :\I FOUND 1 2" REBAR RIM 428.46 , N ` ,� _ :... , _ _ 1 / l A - &A' `-� `\'� \ \ 6 6" PVC lE 423.92 (N)\a..•..•.•:�..•..._>_� 1 22969» I 12" DI lE 423.55 E / \ `\ y y•. # �,�LL_�- ,,,�,.w 1 �� rx t Cv,cPP yE =�4, D--------- 8" DI lE 423.42 SW O /1. ___'�'..•:.: '.'. _s _-___ ---__ _�9�s� c-- 2 ^��� - -� c _ �- \ t ♦ q .,•.. . . . J- \ �0644� `. _ `""�-' , .'.•:lr. \ �- I -SD-- -SD / / ?'"'' �'•',�� ��____ =-0�P� �_6fj-�_6��cr�R/�T•H-CH-� � l�l B _�1V_ --_�_ ... � � �-�- -c�Q� \ �. � - _ -w W- - W - w 1 .� T.. IADD'RE'SYES 1 _ 1 ....� CULV,2"CTNC IE - 433:90'� Y� C AND AP / W/TRASH RACK , 294,04 I - - FOUND REBAR AnJD CAP - % - _ - - - `. 127.1 sr = --- SS- SS SS , .... 2 -- -SS- � ..SS � V. (12/16/20) ♦ Sl Dl \ "LE ..T C ". ` . \ 1 CB 10018 i G -` - lMI T D �d,� S AN E_. - _ - RIM 427.19 - ♦ ��\ - -G--- ��`3 `a L 3r - --1-T - 12" DI lE 423.71 ) i I�t LBOX ¢ ADDRESS ON POST -•� �sz� .. 6 T Psr IBM B' ' \ Ap `� 'r "NO PARKING ELEV.=455.40 8" DI lE 423.09 �NE) � � � �IGSK 12" DI IE 422.88 (W) SSMH 10019 IBM ASDMH 10043 STREET ' RIM 432.15 FOUND X' IN 1 314 BRASS RIM 428.91 O ELEV.=429.50 12" CONC lE 427.42 (E) / 8" CONC lE 418.82 (E) I Z LQ 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) FOUND X' IN 1 1/2" BRASS DISK Q CONCRETE MONUMENT 8" CONC lE 444.77 (W) DOWN 0.3' IN CASE. STAMPED "WSI 16916" IN 4"X4" (11/06/2020) CONCRETE MONUMENT DOWN 0.4' IN CASE 0.08'W. OF SECTION LINE (1110612020) VERTICAL DATUM NA VD '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' IBM 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' IBM 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 7I0N: 455.40' NOTE: TREE REMOVAL IS PROHIBITED AS PART OF A DEMOLITION EXCEPT AS REQUIRED TO REASONABLEY CONDUCT DEMOLITION ACTIVITIES, SUBJECT TO CITY APPROVAL. 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 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. APPROVED BY PLANNING Sep 06 2022 City Of Edmonds Building Department --------------------------------------------------- Work DEMO SFR ---------------------------------- Address 9105 240TH ST SW Owner BRACKETT'S RESERVE PAACIFIC RIDGE - Approved Date Building Official --------------------------------------------------- I ------------------------------------------------------ Permit Number -------------------------- ---- BLD2022.1116-- 0 Know Y haft. belOW. Call before you dig. BLD2022-1116 PLN 2021-0037 APPROVED FOR CONSTRUCTION CITY OF EDMONDS W�aAt 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 o_ a v W W ac W 0 1 RECEIVED Aug 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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 I I I BLOCK 12 HANBURVS SOUND VIEW TRACTS V, 7 / 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 5 N�` ` i 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 8 P 1 01C l 17075 10497 \`�k L ' V OBO 1'.6 201EM "C I,IBtF I I1270710 241F II I I 10491 l II 17t69 J2-H 1 1 495 E I I F I 20 F I I H ` •/7074 ► � 10496 1 104 4 F 14 I - -- L TOP 452.5 3.2 20Z 1 OP 452"56 - J 7oE 44� 3 10457 TOP 454.5 I I j I 11046412 F TOE 449.3 I I 1 f0463 10465 i / 0 TO- 0654 1 / 0 F - - ccr wf APPI 1-i- I^I-ITi ii -_i i i I I;- I- -4- 4-I-4 4-1--I -+ li I I I I I I I I I I 8"sny EX H041SE TO �70\77711 BE �b 117 SEE I 1] ; A / F- \\\ L - -4- '41 , fo5 J `\r - - -j- - - 0540 -I IMV CI !00 \ `\III • 1o3r\ SE 452.8 12 IF11 40 `y `\ 10434 `\�\ 1 0415 \ --4---I---11-J EX FEES 7O B' REMQVED (f" P) ; lac I , Il 44 1 1 1 _ FI 1 `I 4 Ito �•': 1 ` � 1 I 1 *!-F1037), pcGOI 24 FI_ L-11-1---- -7J I 1452 \IIIr T------�--- /I i II\1 �110346 \♦ 1 0352 1m351 \ I I I 1 10344 )0349 III 1122E 1 -1. SE\451. OF \ 460 I 1 o35�t o343 1 10347 \ \ J - `1 57\;m• MO \ 1 318 10342\ `I IIII�� I f0317 '/30 F\ V .4.48 D `y `�F 6F I �. V• \ I \ 1315 II SE 45 7.5 •.•.� , Jr. 1 F 1 �� I 10316, I \ t0 F \\\ 1\ "c 4�6 I L TOP 44.9. 1} TO 5 3 \ TOE 444 \ I I 22 F1 1 0� 110 0�\V �329�� 103P4 ` 10" I IFQ- _ 11Yxnl - M426 _---- I 2O F4 j I .� v d a/r 1 o309I `\ = BONG -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 4-2 In \ \ I -SD �434-- 436 __ -- \�, } - \,�-`-r----SD- -- --- _ _ - - ---iW r- - ----- -- - ------ - --- ------ ---- ---- ----- ---- I _ I fro ; _ I_ % -1 f0 Ob- I _ I - i 1 ll i00- -- 12+0 - `428� S-- S--�\ -S-T SS ----`ASS-- SS-� \SSSs-i- � / �R �� � `R� I \RX � - �¢6 � 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 /S REQUIRED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. J. CALL FOR UTILITY LOCATES 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVEN77NG DISTURBANCE OF ANY AREAS OF VEGETA770N OUTS/DE THE CONSTRUC770N ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE /N PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTA77ON CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UN77L PERMANENT VEGETATION IS ESTABLISHED. 6. DEMOLISH EXIS77NG STRUCTURES. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FE RES. 8. INS DETENTION VAULT. 9. CLEAR, GRUB OUGH GRADE SITE. REVEGET E DISTURBED AREAS NOT SUBJECT TO ADD/ L SURFACE D/STUR CE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPO AREAS SH BE STABILIZED PER EROSION CONTROL NOTES BELOW) 10. INSTALL UTIL177ES AND 07 SITE /M EMENTS, INCLUDING FRONTAGE IMPROVEMEN IS. 11. STABILIZE AND MPOST AMEND ALL EXPOSED SOIL OR TO REVEGETA TI OF ENTIRE SITE. 12. EST lSH LANDSCAPING AND PERMANENT VEGETA770N. ALL TEMP Y S/ON CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZA77ON AND APPROVAL BY CITY INSPECTOR. Permit is approved for demolition only II101N Y haft. below. Carl defare you BLD2022-1116 PLN 2021-0037 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 O _ 0 a v W W cc W 0 1 Q W � O L y (a Q O o Ilk V Q1\ Q W J t,RECEIVED Aug 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 21.2122 Q O tu 40 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