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't c,_ ...-----. - .. .�cb -N .....--_. ....--------...... ..._.._.. ....._ ... .... . . 6, - t-- --.� GRADE ('".} --m... ...cam.,. 490 ......... .._...... ._.... .._.... ........ ......._. ......._� o... _!rw: .... ......... .._...... ......... ......_.. .. Vic°.-:�:_..... ._....... _........ ......... ..0...... .m...... ... ... -. < (*�. 90 ,480 .._..... ... I�-....--- ..._..... ... T__.,. 4. low 80 ........_ ....._... ......... ....... ......... ..,.*.- 04* .t. .... ......... ..._..... ......... .ot+-- - .. - - - ................ ......... ........ ......... - - -._ ...._ .`'� ---- .. .-- ---- -- D FHSHED ...... ... . ._. .� _._ ___ _- - G�NIQ_- �^N`V)�1. :- - .-: -- E'- SII _ __ - -- - -- : _ Z. �_....... ...._._ ...._ ._....._. ...----� <cn n ;: .... ._._..... ::.::.... := :� - ....__. :_::.:: ::::::::: :::.-.... 2....._ ......0.. --•----- :::::... ..._ .� .� '}..- -.. .. 6' HIGH . . . . . . . (A - - - - - - - - - . - - - - . - . . . . . . . . . _ . . . _ . . . . . . . . . _ . .. '(- � - Ir . ---� Q .-J- - - - - - - - - - - - . .J .f.. J. _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . � . . . . . . . . . . ::::::: .. :::::_. -- ':'::- - - -- - ...__... .....c„3v�J w. ---- ---------PROPOSED FINISHED GRADE TYP. ... c. .4 w. -- _..... _ ---- - ------ - .. ... .._..... ........ .... .._ PROPOSED -------- .. RFK - .. .... .... ._....._. ._... ... _ .._. { ) ... .. ..._ .... ... ..._..... .. _... ._. ...----- - WALL_ - _._._._ . �.._...._ _... _ ._ ... ~---- ._.._... ........ ..__ ._...... _..... - ...._ _... ... ...... 47a .... .. 10� W (TYP.} ..._... ... ... I A470 ::::::: : :::::::: ::::::::: ::::: :: ::: .. _ ..: �'`' - ::: ::::::::: :::: ::::::::: :::EXISTING GRADE TYP. :::. :: ::: :::: - - - :. .. ::: --'"�-�' . " ;... -•"': :::::: :::::: ::::::::: :::: :::: . _ ... _ . . _ ... .::: :. . _ . ' ' ' (TYP.) _ .......-:-::-:--:....... ---: .-- ......_. ...... "~'''�:"' ......... - .... ......... ......... ......... . --:: ... ---- . ... --:_ % :--�-�" �"". y ::: -- ---- ::::::::: ... ...- ---: - - ... 0.06$7 .- . . . . . . . 0 !- . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . _ . - - - - - - - . . . . . . . . _ . . . . . . . . _ . . . . . . . . . . . . . . . . • _ . . . . . . . . . !. _ I. ~' :: " -:�.-, _ . . . . - . - - - _ . . . . . . . . . . . . . . . . . . . _ . . . _ . . . . . _ '� - - - . _ . . . . , . . . . . .... •c .. .... __ _. °.._. :�._..._ - .._._. ._....... .._...... .. --...2 0 -. ...... ......._ ._.- ..-...... ..._ ..�3 .._ to ._._... o ---.... PROPOSED 8� W - --. -. .._... -._... ----- - - -.-._._------- - - - - ----- - - - - -- -. . . '. . �'-- ---- - 5 J .. - - -- - - -- - - - - - ----....... ..---.... .. :--mal -- - %O -...... w .._...... .._..... ..... --.. .. .... .--- .........--- - - - - -- ......... ...... ...... '-,:--'.. . ..... _. ...._.... ..- _........._ ..... � ...1? .... .. -� 7a 4fi0 460 . . . . . . ,r - . _ _ . . . . . . . . . . . . . . . . . - . . . . . . _ . . . . . . . . . . . . . - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . .-•r.....T.. 7� . . ....... 0) - - -- ---- - - - - ------------------ -.- I :�,� P. .... ._.. ......... ......,-7:-_. ...._. ..._-� .--._......- - .. ... -- -- -- - - ...-.... ..... .. ...e. $ - :: ::: o -: - --.. ._... - ._._.. ._..so ....I��.. ... ....�;, ....._ _........ PROPOSED 8s6 W .._ ._...---- ........ ....... .:... .- - -- x.012 -:I�fi+Sr(RN} .___ + --- -- ----------...----------------- . �.�.`-. _.... _ _.... ..- -�,.- ...__ .. . - ...... .......__ ._..-- . -- ::: ... 460.62' PVC ...... r..4_... ...... _...... _....._�� y ..._... :Il:.�y.. .. RIM ._... ...._.... ._.._.... ....._... .._.._ ._.......---..... .... ($ E) 8� 11-- - .._ ... -...- .._ .... -._ --- (»} - .......Q.:::::::: ------*.. ....*-------*---- ---: *.. ::-_..... .... ...._. ..�.---- - -. _..t :::: ::::::::: ::::::::: :::::: ::::::::. CRrM} :. ::::: ::: ,ts» ;460.5otPVC� t~nll........ _..__.. __ __... ..... ... {� -- - - - �, {8 E)466.69(PVC.... ....._ ....--_.. ......... -------- 4 a ......... ._....._. ......... ......_. _......_. ....----- ..--..... ....._' .._. _.-... _.._:_........ .�-.. .... " ..-•----.------------- ---------•----- .----..-. (» } 458.26' PVC .- ; (s" sw}460.77 PVC _=_ -- �, t8 sW 466.9 ' PV 8 E -- -- ..�... --^„ , a \ , 8 C 450 Q � SE , I� ._...... ........_ _.._... - .. ......... .. ....... . .._-7. .....-246 --- .... ... .-... 61.._.. ....-.-. ....- - ........_ . -- - -- .. - - �(VV )458.24 (PVC} : ::: : ::::-:::: :-:::-:-:-::--:::: :::::::: ::::::::: ::::::::: ::::::::: :::::::-- - ---- _....._. --..- :::::::: :.:�8"-::::::::-:::::::: ::::::::: ::::::::: { �) t-----*... (8� N,458.03'(PVC}'USED SD 4f'.._.. ... _ .... _ . _ .. ...... - - - . ........ _ ..-4�s,�s. RtI i` ... ......... : 8�: - - - - - - - .- - :�� {8 w} 47.9 PVC ...... _ .. _ ...... - - . - - - tTYP.) : ::: ......... ....._ . ._.-----------_.._ ..._..._. ...-477.44(6" NE, SE) 477. NE{PVC)---...... ...--.--- ....--- =8:8 - - :.:_..:.: :::...:.: ::__:::._ ::....:. ::::._.:. :__::::. ::::::::: :.�,{8" E}4 8.26' PVC ----- ---PROPOSED SD (TYP.} '''-: - 4RIM} .. ::_:::: ::::::::: ::::::::: ::::::::: ::::::::: ---- ......... ......... ......... ......... ......... ... ..._..... .....__.. ......... ...._... _...__._. ....---.. ..� 8"SE)458.24' PVC ... ......... ..... .. -�". (8 S) 456.89(PVC)._._... .-_.-....------•-- .--- -- -.- ...---- ...._47 ... SE PVC ......... ....... ...... ......... . - . 45p----.. ......... ._....-- .._.... ---- .. ...... - - -- ( .-------..--.--....... .--. ... .... ....- .... - - - .._..-- .._...... ....._... .--.----- ...-. (RIM} ....... . _ _ . _ .. _ .. _ _ ..... _ . _ .... - - - - - (8" N) 458.03' PVC .. - - - . (8" NE) 457.31 (PVC) _ .. - - - - - - - - - 440 ......... ... _ ..... .461.69' {PVC} �7-, (8" E)... _ 440 ....0.... ..._..... ......... ..--.... .....--_. ......... ......... .........(... ..... ..._..-.SEE CF�NNNELIZATION ..... {8 Nw,456.75'(PVC _.-...-----..-. ..-....._ ...-.-... ---. --------------- ..._ _........ " -- - -..... ........ ......... _........ ...... ...DETAILON SHEET5 _._._ ... - - ... - ...__.... - -- - ..- .. ......... ......... 461.52' PVC}:�; (8 W)... . . ..._..... ...._.__. ......... ......... 482 {RIM) ........ ..._.....------_._ ...--.... ..... ......... ......--- .....__._ .......-- ......... _........ ..__._... _........---_...-----_..... ......... .-------- ......... - - ......... - .__...._ .. 8"W t .-- -- - - ...::::: : -' 32--23-5 .-. ._....... ::: ....._._. .._.. __... ...... _....._.. _....... - ::::: ::::::::: ::::::::: :::::.18 L.F., 18"� D.I. CASING :: ------EX. SEWER -::- ::-::::-- :......._ ---...t.. )474.14 PVC........ .......-- ......... ... ......... ....:_... ......... ....0.... ......... ......... .........--------- --- --: ...._.... .......-- ......... .........-------- ......... ..... ... ......_ --. ... .._. ..... ----- - - -- - --- ..._.. S1105 : . -----------.-------- ---.-- ----- ------ ------ -----.--- - - ---- --- - - - - --------... .._.... ....... -- -.---+6%.-(RIM) .. .......:7 ._. .---.. ..._... ....---.... ...._. ...... ...._.. _. ..24 .... 2 - ---... - -- ... ....---5 - -.. .......:6 ... (8" w):.. _.. I �� ------ _W.. > �,� ,�cRii 4 r 462.20' ) X9565001 8956500130 89565001403 il50 19503001 8950300110 322305920 F I .. ; _1r1Ar .. Ir I I _u �#- _ , . *1 I � I . .. 7 . - � . I I I I . ., " � _ . . -1 ..____1_II . P .� I%r-liar - 17 i- : :� I �' was ••� � � - - I.. . 1. �. ,.'j ,:, �, 11 •9 I , I t I I . ) - * _.. _ _ __ ___ _ _ -_ ______, I . C 1 q1 4 V •�� irNN-I 1284-2 1 Q - ' EX MH 466--9 MH 1284-1 f -- 6 f - I � t f: g 7 6 5 _- _, 4 �- 3 2 i !_ " 668 f TO / o. --- �, ,:. -w...__ _:Y ... f -= �1 2 _ ._ e � SE 186TH ST •. `�, ; -' .- 1) r J J r� '� _ _..--- - --- _ __. . - ...... - - ��Q- r r 4 3 r �![. LAND - RC3AD A -" . - j +oo _ _ ,_ _ _._ -___ _ _ -_____ __...__.___.________-- _. ___ _ _ _ - - 1 47a -*- - - - -I --1- [�- - - i WETLAND E - _ ..p --- _ _ , 27. 00- _ 2 75 �. L.. �_ 24 w ..-:.�' :_. _ 2 _ _ _ [�E1284--3 .�_ _. ��_..___T ` _; �'j --T 11 7 TRACT E � �-_-=_ - .I a (RECREATION) R o CL INT X I:- STA 27+15.95. . ROAD A/B 40 i I �, : - • --�, 0 = STA. 56+32.27, 108TH AVE SE --A L / �-�- _I �' _ _ LOWIL:ST 14 / I� / $ I11 ,[- ;ONSITE ESMT 11 r. FF=463.80 1 " NSI 1284-5 L ' �4[7MjT 1284-6 �. 9 �r MH 1284-4 ti.4 27 Ex. EDGE OF 32--23--5 4 /I/r 4 -{fir SEE DETA . I 3O 31 , PAVEMEW - ON SHEET 5 CL INT'X �11J i 450 • �� S1113 _ _ �O`.1. PROPOSED MAILBOX _ A + A 28 29 _._..._ 4 _ _ EI -- STA. 3+47.41, PRIVATE c--1 TVP. I B _ AXIS SURVEY &MAPPING, INC o s . 1 - :� ( ) 1 Q ACCESS ESM'T . - TRACT D _ I I �- Y - 152341 NE 90TH ST. - (OPEN SPACE)I.LOWEST I26 o 2641 FF 4f0.� o I WA 98052 44Q s.I.(SENSITIVE AA#:AS}� o REDMOND, I=--== 1` NO SEWER SERVICE Q + 425-$23-5700 ( _ . _ _ _ - Q N I PROPOSED CURB, I G _ _ . _ _ � I GUTTER, SIDEEWALK -- `- W LOWEST & PUNTER TYP. 3223059068 WETLAND A - - . _. i� co P FF=458.73 ) -�- -- �! -- "._--� IL;- -... - �lr . 5 MIN. _ ., ASBUILT DRAWINGS xf �� J i �j� 43� \_______ SEPARATION 25 { PROPOSED_._ _ _ CL INT x >6/10/2015 . t TA 20+56.96, ROAD WATER (TVP.} .�� a : < �. `�: _ _ LOWEST I AT CUL-DE-SAC' _ FF 458.32 1 STATION EQUATION I . �.... CL INT'X L PROPOSED 12"O SD '�- j - STA. 20+OU.00 3223059080 STA 7+09.47 ROAD C 24 0 «? .. "" (TVP.) =STA. 4+00.00 + Q =STA. 53+65.09, 108TH AVE SE X � � M� 9- r. 2 7 WETLAND B t i WETLAND I .011- - �..... _.._ - ...... ::::::::: -to- ::%-::: ::::PI RIVATE ACCESS EASEMENT :::: :::::::,.: :::::::: = ......... -;*.--*--- ----------:------- _ " ----- I -----,-*- "-:-:-..: ... ........*. 214 ......... ....---- .-N--- - --....... . . . . . . . . I ..co -• - -- --- - - - - -. ce........ > ,It .......�_ i ......... ......... . . .. W ......... ......... ..- ----- - - - - _ r. _ --------- .---..-- r- . . . _ . . . . ------- . . . . . . . m. ...--.--- . . . . . . . . . ......... 11Ct i..� -.. ......_.. ......... . . m ..... ........ 4-_-._.-. u. _...-.. -...-...- . . . . . . . . . to - - . . - - . . - . . . . - . . . _ - . . - - - - - - - - - - - - - - - . . - - - - - . - - - - - . - - - - - - - . . . - t_ �3° ,. w ui W N ,. -= ......... . -. -EXISTING GRI ADE{TYP.}: -- ----- --------- -------- -" ... . ......... _- ......... . A ... ......... ......... ..... ......... ......A - -- ------... . I" :-- -PROPOSED SHED " -: : ,: - --------- '' ._.::I :--:-: ......:-- ....__.. . J. .. .GRADE (TYP.) - ---.- ......." . ..... ...... ......... .......: ..._..... . Q- O --- - -- --------- ---- -_.- --- - - - - -- -- -� - .. -%, .- ..... . ...... ........ __ ."�J.. .�-:... --� _ . ::::::::: ......... ...._.... . FL- ... ......_.. ... ... .. ..._. _......_. .n-.... ... .. ...._..-- ......... .. -�"� .. I........ ......... 'I::....- .. -. :.... 11 8'--- . DSD, Com'-) -.. ' .:: ......... ::::::::: - :: :::::::: -137 ...-::: -p� I - - ::::::::: ......_.. 20' *.. - _. _.... ,-. ...._.... ....... ._...... --------- ----•--- . . ... -x}.115- ..8._.._. ......... ........_ ....... ......_. ......... ......... . . . ... ......... ......... ... ..... (RIM} _ ......T S 5 3i- {RIM) .. ........ . (8 SE} � (8 S} 45fi.89 (PVC) - - - - - - ... ::::::::: . . . ... . _ ....... ..464.68' ... .... ... ::::::: :::: ..... (8'� N) ::::::� {8" _ NE) 457.311 (PVC) - " 455.05 (RIM) 456.35' (8" SE} ,456:82; .... (8* NW)456.75 (PVC) ......... ......... ......... ..�( ..� .. .. 8 S ...... ) .. .. ( ) ......456.14'(8"N) --------- (8" E}.. :-�(g" W)...... ......... ......... .._... ......... --------- ......... ......... -...--.-. ......... ---...... __4".j3; (8" N) -- --(451.68'S) ------ --------- --------- --------- --------- ::::::::: .::-. -.(451.32'W) ------ --------- ----- ::: ::::::::: ::::::::: 448.65N -8,. ........ ......... �448.85'(5) .__... ......... ......... ......... ...._... ... ..... -- :...... .... 0.0045 �. ...... .... ....... ... .... ....... . ....... .... ......... ......... ._ Irlwqu . - .... ......... {EX. 8" S} 455.09' . ......... ......... ......... ......... ......... ......... ......... ......... ......... ...... - - - ::NOTE: VERY EX. IE PRIOR TO START 448.32'(N) :. ...... _ _ . 0 ........ ..... _ .. _ ......... ......... -------NSTI ---N -CORE do QRtI_....448.57'(S) - -----,-..-------:: ......... --------- 470 460 450 440 430 1.1, l� k o r.. 40+a0 41 +{l0 42+00 43-00 44+0 11 f - ` j I r 4 _. _ _ -- _ _.1 MH 1284 7 ROAD► C � 11.1 LOWEST 13 _ ,.... ,_. _ �....._._ -- - -- -- -- -�-� - �.- - - NOTES: SURVEY INSTRUMENTATION i FF --458.70 Imo._ LOWEST ', +FF=4.58.40 14 CENTER OF CUL-DE-SAC STA. 20+56.96, 32.92' LT. 11 LOWEST 15 FF=458.00 __.. r Et . . -tet "t 11. . % . -- - . . a TRACT C - - /STORM FACILITY (NO SEWER SERVICE) i1 �+ I , - - . _. � --- / r " I w .L / { _1' I. .--------,-- ' + i =' .---- -----_ 1 / MH 1284-8 _ .. ---- - :: -I- - - - ------:-- ] ,,,. ,- " :: I/ a - - ; . 3-- rl _.._ .______.._____ f 10 11 ' . _._.._� :' i + \ I 21 22 23 I \ cS' __ I - s I , - 'QL \ I I_� \ 14 I Q 9 �,. :.,.. I I 17 � MH 1284-10 I Q 16 am I. r SSCO 1 _._ _ _. _._ --p I 1 SEE DETAIL '� Q ._.'._._. < o I ON SHEET 5 -� I _,_ -- - - _ _ + 1. 1-1 1011, .1 `� 18 L.F., 18"O D.I. CASING 1-1 13 "III MH 1284-9 SEE DETAIL ON SHEET 5 r r i e I PROPOSED SEWER I 2t EASEMENT _ 1 :r l11 19L`� I "I' "I j ` , l '�'Li I ,", :' ; t 1$ r, . I I? LOWEST: II , / FF=466.00 ____ \ LOWEST I--- -- - j j � - cd 1 + \ FF=440.00 1. „ �.I - _ TRACT B WETLAND D 11 (OPEN SPACE)-"1--_� . r f. 623�400t)51 -%, 6 t �_ NOTE: DEVELOIP"ERICONTR/4CTOR t E TO SURVEYING PERFORMED IN CONJUNCTION WITH THIS PLAT UTILIZED THE FOLLOWING (D 5' POWER EASEMENT REC. NO. 7901230675 (TO BE VERIFY LOCATION OF EXISTMG SEVVER MANN EQUIPMENT AM PROCEDURES: RELINQUISHED) PRIOR TO CONSTRUCTION, AND NOTIFY 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY SER OF ANY DISCREPMNCIE WAC -332-130-100. (D2 10 UTILITY EASEMENT, (TYP.) PROCEDURE USED: FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE MOTE: ALL VMORK AND MATERIAL IN 1 OATH AVE. SE REQUREMENTS OF WAC -332-130-090. (D3 10' WATER EASEMENT REC. NO. 9207171283 REC. NO. SUBJECT TO CITY OF RENTON RIGHT OF WAY 9207171284 {T0 BE RELINQUISHED} CONSTRUCTION PERMIT. BASIS OF BEARINGS /� NO1'26'21OE BETWEEN FOUND MONUMENTS AT THE SOUTH AND CENTER OUARTER CORNERS (D 34' PRIVATE ACCESS EASEMENT NOTE: DEVELOPER/CONTRACTOR RESPONSOLE TO OF SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M. REMO& ANY EXISTING (DOMESTIC USE) 0 PROPOSED 20' UTILITY EASEMENT WELL ANDKOR EXISTING SEPTIC TAW AND VERTICAL DATUM & B E NC HM A► RK DII~tAMNFIELD FROM SEFlV"ICE ACCOFtl]IIwNG TO HEALTH DEPARTMENT RE TS. �� REFERENCED TO CTN OF RENTON VERTICAL CONTROL NO. 2138 A 3" BRASS (D 10' SEWER EASEMENT REC. N0. 9207171283 (TO BE DISK STAMPED "Kc -F-8 1993" IN CONCRETE WALK ON EAST SIDE OF 108TH AVENUE S.E. RELINQUISHED)IN FRONT OF HOUSE NO. 18814. ELEVATION = 486.89 NOTE: PRIVATE INTERNAL BOOSTER PUMP WILL BE UTILI?. O ON LOTS 9 INT, AND Wit NAW 88 As REFERENCED TO CITY OF RENTON BENCHMARK NUMBER 2137: FOUND 3" Q 20' EASEMENT FOR INGRESS EGRESS & UTILITIES BY BRASS DISK STAMPED "KC -F -7A 1993" SET IN THE SE CORNER OF THE CONCRETE BASE DEED REC. NO. 9805271362 (TO BE RELINQUISHED) I OF THE TRAFFlC SIGNAL POLE AT THE NW CORNER OF THE INTERSECTION OF SE 192ND STREET AND 108M AVENUE SE. ELEVATION = 465.10 FEET. (D 10' MIN. WTR/SWR SEPARATION UNLESS OTHERWISE NOTED (TVP.) = ASBUILT DATA SHOWN HEREON WAS PROVIDED BY AXIS SURVEY AND MAPPING, INC. MEASUREMENTS WERE OBTAINED ON 6/10/15 \'! 22' PRIVATE ACCESS & UTILITY EASEMENT AND RIMS OF THE STRUCTURES WERE NOT SET AT THAT TIME. 10 PROVIDE 3' MIN_ CLEARANCE FROM THE PROPOSED STORM CB'S AND SEWER I�lN 11 20' EASEMENT FOR INGRESS EGRESS & UTILITIES BY PROPERTY t� DEED REC. NO. 20120809000865 {TO BE RIGHTS LEGEND RELINQUISHED} Nm ---- - - PROPOSED R/W . EXtSTM R/W, PROPERTY LINE 12 PROPOSED 25' ACCESS AND UTILITY/WATER EASEMENTPROPOSED PROPERTY LINE di I M o bbig Drys Moa You D#S so 25 o so 100 13 16" PRIVATE ACCESS & UTILITY EASEMENT SCALE: in 150' NORIZ. � - � PROPOSED EASEMENT un 1"-10 VERT. EXE EASEMENT G EX. STRUCTURE TO BE REMOVED PROPERTY BOUNDARY IL m zz � o W 4Q a> 60 za aQ z V_ W v o z m 1-1 1 I k ]O V: a a. m .11 I �I � T f E C,! 0 & ..�.. 214 v.r 4 VA #:11 �a C x r_ m a > ,It - i qw o " W > ;�, t i 3 0 0- � Y ..� N ffi > 11Ct J to 0 0 S U� w J Q z Q. � o W 4Q a> 60 za aQ z � o W v o z m 1-1 1 I k ]O V: a a. m .11 I �I � T f E C,! Im m & ..�.. 214 v.r 4 VA #:11 �a C x r_ m a > ,It - i o� o " W > ;�, t i 3 0 0- n '01 a , ..� N ffi > 11Ct J to 0 0 -10 '0 E 00 J Q z Q. R � m ie _ kt... 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