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HomeMy WebLinkAboutWTR2703451.2POR OF THE NE 1/4 OF THE SE 1/4 & THE SE 1/4 OF THE NE 1/4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M. EX. CB 7855 TOP 460.58 �X" CONC ��I 12" lE CPP 458.58 N 12" lE CPP 458.58 E EX. CB 7854 TOP 460.44 EX WM 18" lE CPP 457.14 N 18" lE CPP 457.14 S r - - ) J I- 12 1E EX CB CPP 6 58.14 W 921 � � 101 � J � r EX SSMN 10301 J 1 r r r r- I RIM 460.67 TOP 459.90 18" (IN E, OUT N) I I 18" lE CPP 457.25 N -- CTR CHANNEL 457.95 11 18" lE CPP 457.25 S 1 0230593541,EX. OUTFALL I 0638100199 --- -- - - X�� � _ 24" lE CMP 451.19 I ! 7-7 v w 0,328 � v - �- _ -�_ EX. 4 .5J _ TOP 460.53 � w v. �; x- i - _ - _ __ - __ 12' lE CMP 458.88 E ON) v w - yy _-_�_�-' _- ----- _ 12' lE CONC 458.88 SW OUT) -------------- S SS/ // T-_ -- c ----------- EX. CB 10314 J2 0 J J TOP 461.04 12" lE CONC 458.89E ON) -� 12" lE CONC 458.84 NW (OUT) EX "DEAD END„ F1 EX. CB 7857 TYPE 11 48" TOP 460.37 -- , 12" lE CPP 456.64 S 12" lE CONC 457.37 SW 12" lE CONC 456.64 SE (3 12" lE CONC 456.64 NE y"�� / / ! / / / / / / / / / / / �' \ I �v ♦\ v �` 18" lE CPP 457.07 N 18" lE CMP 456.97 W (OUT) EX. DANCEOBARN HORSE UTP ' %• . - - - / / / /; / / I I \ \ \ I 1 1 1 I EX. SDMH 7863 TYPE 11 48" A• I 1 � - TRACTI K �" - �; w / - - -' / �.4 / , / / I 1 1 1 I �_- TOP 459.68 24" lE CMP 451.88 NW SENSI RVE AREA�/ i j I12lE CONC 453.60 E 12" lE CMP 454.75 S _ � y / - ���� ���//� �;i i / / 1 ► 1 1 I 1� I i 1 1 1 I 1 _ 18" lE CMP 455.83 E 1 1 �, _ w -✓ Ji ,. - i i� �' � / � -' _• � � i� -• .'' /' � I I 1 1 1 1 1� ' 1' I 1 I' (BRICK CONSTRUCTION) /��/,�/ / � _--_ i Fj�' •�•' /��' . / I I 1 1 I I I' I• � j l � l l Iq 10, TRACT I j 1 jl j 1 jl 1 1 1 I 1 / 1� I 11 I i 1 / DETENTIONS 1 1 I 1 1 I /Ir 1 I 1 1 I 1 _ 1 1 I I 1 1 1 - 1 x /�i- Q6 �- I I I 1 1 1 1 1 ! - --A' �- RECREA 770N � I � 1 1 i ,l � i . 1 1 i i i 1 1 � _ � I WEDC.EPOOD LANE ANKEY MAP NOT TO SCALE 11 � 1 :. w �' •p L - -- _- • __ ________- SCALE: __--444---- __--- _ ---_ % / / i i / l r 1 i I 1 0 20 40 80 I-lo/ - -' - - \ / // -- /- --- --- --_ - / / / / I / / / l EX CB 7880 r TOP 471.82 j I w / ,� - /� // /� - - I I I �----------- ---- _ _ _ 44 _- -- /. �/ ///i i / / I 1 12" lE CMP 469.52 N - �� / / =-_ - - - --- --_ _ - -- - - 450 ---- ------ ,'// /// / + 12" lE CMP 469.62 S `„ / / ,-. �.' -- / - '`�`\` I \ •\\ \ - - - - - - - - - - - - - - - � .---------------- _ 4 -- _ - - � - ♦�� `--- --- -------------- 6__==_ ---_ _ 460- L'�r i� i' ,---a_ \ `- - wr�'" - w _ a - ..•.- - .. ///' - // c- J I __4so 1 0J38 1 00 1 80 PHASE l NDARY I I 1 1 I 1 ;,, � � 10' PUBLIC 10- 2 3 - 5 _ / ,1 , / r I I I I I= I I I I TR T✓ WA TER r l II i' i/ r I I I= I I I I i 1 JOINT USE D AVEWAY U77LlTY 1 EASEMENT 1082 I TOP C483.999 I I 1 / / 1 1 I I I\ ---------- Jil /r----------' �I I / __ __ I r 1 72" lE CMP 481.99 N II I I I I-------/ J _--'r i--------//.---N468--------�470----',----------��/ - ----- --- 1--------- ' i J 1 7=a� 1. 12' lE CMP 482.19 S / / -- - :---------�-476--' �� _ ! 1 \ \ \ ��-------� / r----466----' / i i ----- /------- ------ J 1 I �50- �/ / / / �/---472-- /----474----� / /------------r '-1-M�_ - / r / -EX UTP /---46�h-� / /---------- / / / / ----482----. - I 1 y L \ \ \ \ \\\ \ ! _ _/ I I ��------- / /'--------------------------------------- -- 3-B \ ! -_-_ _- 1 1 f- (/ �/ /1 480- � \� / I 3 » D.I.D.l. /` EX TR ? EX. I EX WV 50 WETLAND \ \ \ `\ \ \ \ \ \ \ �� ! I 1 �, � 47 -8 D.I. tMV S 41 NE 9 TH 6 EX CULVERT w I 4g0 8 /E CPP 486.70 y 3G ' GE \ \ \ \ \-----1 _ \ \ 1 o t 1 t \ ♦ / f 2-8 Dl SLEEVES (RJ) 1 \ / / �t I » ' I EX CUL VER T \�\ \ /,/ ,-,� / j t / r r -t I I 1-8 45' BEND MJ ( ) cp 12 lE CMP 486.06 f k _J- 1 /<� I 1 W/ CONC. BLOCKING tl / / \1 \ ' -----' I 'ter ! I J CONNECTED TO EX. 12" D.I. WA i' I �t 10-8 D.I. (RJ) r--------- 1-8" TAPPING GATE VA1-12*x8o TAPPING TEE LVEMFLxMJ 1-8M TEE (FL) - �1 j---------1 W/ CONC. BLOCKING ( ) 1_ / 1 112-8 GATE VALvtp (FLxRJ) I I I --- I t l; / I 1 .-------- I I 1-8" ADAPTER (FtxRJ) 1 l j i /r \ ! I I l !_� 474-----' 1 1-8" PLUG MJ l r i 14 / l l 1, \ ! 1 / J 472--- ( ) / / 1 '' � / '----------- ALUGS A CONCtoe. BLOCK/ G -• l d' Q t \ ) --_ ' I 1 /---------'-------------'� / / �t �" a- --- ABANDONED WATER METER ,�-----� /i'� 470--� l' I I //--------------------- / I .--- - -- y !! I 1/------------- _ 11LIJ \1 i I 1 1 Ii i1 Ii '�� J ' 10' PUBLIC 10-23- 5 I 1 ► I I 1- T 45' BEND RJ J EASEMENT 108 3 ; Q 0638100220 V I 1 1 I I I I () WA TER Nam , PHASE,M BOUNDARY ,� W EGALUGS AND I ! , / ' / i !/ / 1 •-M-460--�� -/ % _' I i CON . BLOCKING � kUk 1 . -482-------- ' � / I I i i �►-�---s-a-�-a-al �.--- w. --------------" � It Z SEX. 12" D.I. WATER TRACT Fi,`;/�i [1-8-x6w)i I EXCULVERT �/IISENS177VE AREA -' //'/'I I I I I I TEE R✓xFL Q ___� ��-i� /!/i if 1-4"i ik1 I I I 11-" I I ! i OW --OFF ASS'Y I I Fit j J if w /*i1 t t t 1 (Ni P II ;; 15 I I 14 iI 13 ! DF I 10' PUBLIC I 12'-8" D.I. I I WA TER -. EA ENT I I I 0 / Fri/'-- /1qi0PUBLIC 10-23- 5 J WATER 101 1 r 1 i �1-87x6" TEE (MJxFL) 7r� .u�E ! `I EASEMENT1083 I " aCEU�ND 16vBcoCKavc 1-5 114" MV10 FIRE ' j I HYDRANT ASSEMBLY (MJ) PER STD. DWG 4 ------------------ 12 W/ MEGALUGS AND CONC, BLOCKING 1-5 1/4" MVO FIRE HYDRANT ASSEMBLY PER STD. DWG 4 28'-8" D.I. (RJ) 11 242 -f" D.I. i 1 ME -------------- 1-8" TEE FLxFL I co /'1 I 2-8' GATT VALVE (FLxM 1-8" ADAPTER (FZxM✓) I 1 I W/ CONC. BLOCKING I 1 t l I MA TC HUNE 33 i 1 1 32 MA TCHUNE +I I -+- SEE SHEET 5'EE SHEET 3 _ I , , MT BAKER AVE NE I -- t ; 12" lE CONC 496.66 ---------------- EX. EX. TR w l 3-8" GATE (FL VALVES (FLxMJ) i 500 EX U TP W/ XFR W/ CONC BLOCKING 10t I I O EX TMH I I t�� I j EX. CUL VER T 1 I t1 1 ----12" IE CMP 499.29 i 1 9 I I 0 6.3 J 10 0 21 I .- I �_ I I 1 ----- ---------- ------ 1 ' EX. CUL VER T 12 lE CONC 501.26 � EX a GRA VEL I I �l EX. MB '--�, EX. CUL VER T i $ o t '� 12" IE CONC 501.95 0 1 EX. CUL VER T -- 7 , lE 12 "CONC 503.52 1 I 0638100212 SEE SHEET 3 W-345 102 FOR CONSTRUCTION RECORD DRAWING '�1 N' Ca OF WASH » 49787 w4'`^ �SSIONAi, E �� w,1Nvv* 5--1-13 ROTH HILL, LLC REVISED TO INDICATE CONSTRUCTION RECORDS FIELD REP: JOSH DERAITUS REVISED BY: QUYEN DANG DATE: 04/03/2013 CONTRACTOR: STEVE RUHNKE CONSTRUCTION, INC. 8"D.I. PIPE: 958 L.F. (CL52) / GRIFFIN PIPE F.HYDRANTS: AVK VALVES: AVK FITTINGS: STAR THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC (ROTH HILL). ALL FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. ROTH HILL JOB N0. 0021.00254 ROTH HILL DWG N0. C-2.017 WATER DISTRICT NO. 90 APPROVED WATER PRESSURE ZONE = 649 cONSTRucnON J�'�- S'-2- 8 DRAVANI DATE. 3 510 1 ,�I -- , ©2011 TRIAD ASSOCIATE TRLAD ASSOCIATES 12112 115th Ave. NE Kirkland, WA 98034-6929 425.821.8448 425.821.3481 fax 800.488.0756 toll free www. tdadassociates.net �4 v a 2 a�a A A x z RICHARD A. TOMKINS, PE PROJECT MANAGER MARK S HARR/SON, PLS PROJECT SURVEYOR RICHARD A. TOMKINS, PE PROJECT ENGINEER ,EFFREY L. COX, ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 7127107 SCALE: HORIZ.: VERT.: FOR DESIGN ONLY L STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01- 04 7 SHEET N0. 4 OF 10 l 1 r4 �a O � zz = y R ®�O i N � V O O ' > Y Y C