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HomeMy WebLinkAboutTED4703897.8A w a z J L, U VUECREST ES TA TES O O U15007217 II � � I 1 J� i l � 9' LLI Q z � U U w W ry W 13 AREA TO BE GRADED S kloi W I- LA4 Q W �- W V „ SOU TH END OF 102ND A VE IMPR0 VEMEN TS W ry W 101, 26' 21+00 t LO Z` / Z 0 Q N %� Z (n L.Z -C-) t PA VEMEN T WIDTH TRANSITION (zi N 0 x p .r c) O \A). EL. 409.19 EL. " ADA RAMP DETAILS PER WSDOT STANDARD PLAN F-40.15-02, SEE SHEET C11, 1 "=10' r� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SE 18 TH ST l_' /I W �Q EL. 408.07 FL EL. 408.58 TBC MA TCI I EX. MATCH EX. CURL RADI U' rr�^ ''v J EL. 405 W1 EL. 408., O NEL. 408.4 o EL. 408.93 T6 N--. MATCH E A. JOU 4 WAsg1A, ljr 45232 �� •`Y ��ISTER� �S SS�ONAL • SE 1/4 SECTION 31, TOWNSHIP 23 N, RANGE 5 E, W.M. VUECRES, %T tAr" 470"' n"' TA, Tv' E VUECREST 11 SHORT PLAT U15007232 R = 15.00' CR-1 A = 25 50 29. 4" L = 6.77' R = 25.00' CR-2 A = 117'24'1.2" L = 51.23' MEASURED ALONG FLOWLINE OF CURB EL. 408.69 MA TCH EX. 408.40 408.46 409.03 TCH EX. D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 0425827.3063 F 425- 8272423 ENU UR. Lt;a.Nt R. SST ° k i' 9k tic: < A3F,x, E1PF{U T'gF E ti a'TRFR::kk@AFL '=RI r ti 6-17 ` Lc)nRNCIS ITYP w` tt+X E TOP RAIL & TE 4£,-„fiE sNtYE -- BAR e"iYP , J i - rh3HC fle4kC!' ty Y r 1 CONCRETE f13ST SASE TO VUECREST II SHORT PLA T SITE VOLUME CALCULATIONS CUT VOLUME FILL VOLUME NET VOLUME (CU. YDS.) (CU. YDS.) (CU. YDS.) 5,682 210 5, 472 EXPORT ALL VOLUMES ARE APPROXIMATE AND REPRESENT EXCAVATION FOR RESIDENCE AS PROPOSED. THE VOLUMES DO NOT INCLUDE EXPANSION FACTOR OR ANY SOIL TYPE RESTRICTIONS. THE VOLUMES DO NOT INCLUDE STRUCTURAL EXCAVATION FOR BUILDINGS. V11 UL 1, L, Lll V l-[I -COIL. OMr%rC IL/l r'7/Y[l IlG IM11 Yrl If IA"ILL I uL nJ r rry rl._✓ -1 ten SEPARA TE PERMI T. _ MOTES j/ NOTES AAIX. , .:g {{ .. ., _ ... _ e „ . L N - \� .....:.... 0. 0, Ird'M...0 ,.. - r. , _ - t. - F. I DG +11",lG5 'rYT . st+ sail ks@ 90 =rn .......: 1.. r YI G £. dfaie CNI'ti Barr: 7 for aa..t. rnarrtmd Lif Dnma. keA HrpASrka k. ....... .. .. ......:.�..... ..._._ �L0.. P4?ST 5 hwEtl I ,. All cane,ei@ oast b.r c el P 9 d a s _ .._.. ...,_- .._ .. ..,.,.,,..µ,,I a t(= tFT)1k4X. r`,. bPA=:EI7 a :a.i` 0% ttN:r: t SEE CONTRACT PLANS j SEE C�@^e'iRAGi' W.AIGB R i I r r, e t be �T'. d wllban the w�d:h G. tte asm. ,lute+! Cult) Ra I IGcati n s ozl b use ta,mt r+urn ;11ar'vc r. t Jr hSlrrBi ,°r?eik: 16` c- MAX. aYw) i r' - „ e F , t , 1 P[FinSTAIA;ti «iand ,. P , i.a's••;•XFANa 1pW R'11NT 7YP .• :: f'EUE5T Rs4td CtJfit@-. 8Y8 E.NPAtI,.r.1N J]ItiT (-14P, _ 3 f S'F .. otV CIossWaft /✓r �ils VIOW"TI: on the COhlfdut Plank- t 1 C FIJ t S -- rs .. - ,'-,.� BRACE TEFi$('2N T,yt TED SEL4'.�.CE I - i <.:.r. - 2. ,Alen the Pap aryl bQhovi ;sing Hi;, ;. .: ST A .T ,i@ e. POST SP :.". I Tf.N51UN NINE , E50.1/....k' Pu.al B - 9 '9 fiEL- aTgWDAarT PLAN P< I.IU .SEE NOTE tt 6 EE AND RR P/hW F Q 1 LANDNir ... P . >r. a -.._ s , r ittNQLT .._ j T ttn3 :er1 th GP 1t:e Wade tfT,'. MAX.. . �,<9T %... E , :TY. s. .. ..�.,. _. � , - F*'tP� }3stzn t ,e Lha in 11e� F4x,4E+. ?. 4 ,dre C>SdAJt BREAK Is galled out i,re an t Nr N 9 r '< C Frail be Rush. I Errc to +fi.e T rsan 4Yire xrr#t*iri +F,s 1 iaraak behw•reEn the hvc ad:�@r�"nt strfa,e lams s / A F ,. ✓`.. , iElr.It. of NN® F_ s, fUil .. ...,.,.. ,. �...:.. ,..., _,.._., .. r.., -, TAccessCavars. or atnsia Nna _. _. ... _.... + _ Do not piece Ci.at»s. Jr:nctuTn F3cres ,..."....._ ,., n r,,rr x.,."., .r >':r,;"�.�.... y ': Sao .. t., : ?' % 3 P ¢ 8.PP ... � .,...... ., .. - _ .. _,...".. { r..:. : •.; C , ".urffi l2arn or an any ^rt: of the Cure Ramp or a.. Ctatuc.a a1a slustratE.+a arrd ai.all cast , l "7 �.. '/ _. j9 nkraeeas 9r� front ai .h.a C P r Pa P s ,Y.;•. G '.NAND GU I V. c : �,-� :•.� ` 4 T,e At4?B ell; .. €1t" t ttt{fiiuk+3. ii dBa�. N or �#t 8UIk3:.,ilGl1 � Landing YCNSUN u - Sl F jh/ .... 9 '-s•. - :.. s= •._.....,., 4 :.-`� .r'. !' - A _ j .: r I 7YP.. ..� ....,: ,.:, < TLN ax3N Y,Ar E i ➢ Cl."a. i._ [ t ..,..- .... r 4 Bfr} F.sSf il_ fFn� y5"�. f ry ... �, : .. .• h. -. r _..`'-.,... -,.,.. 4 «aa Contract Plans hx she curb design sGtxlftsd. See Standard Plan / ...., .i. .:....�; _<-..-... �....-....... ....E"..._. ,...: I , .:.....:.. , - ..:, - ,... ..""---r� -...,. -• a xN ..., ......:.....-...,..-_._:::� 6__:-__.-- P-1 .12 for Cart, c -,r a G r [: ,. sad crr<k and Gr+uae. and , �I uri _ .. CUPoa ctzrTT - q _rb a b P+t _UCt@" ba. Yaa i a. Fun.x sha tw .tsiss nor scat kttitl r � , N r F Y� r •I 4 t ITT u MIN P - ". t s _ tr. Gra„nc.aE-y .driuta;d>!r_',n Al ttly. cLt Ctlta rFAGi r^IAN.4 -^_. 1 , .-,f--..:, Padeslr:an C.tirb clew,€c. r:RIC BAND ITYp .t,.? . x c+ r:...t. •, ` r.URO FYAWFF" GUlia ItAMN --r i ,.. Z - C R%RRAiP r 1, f :._,> \ BrTfG:;A4IlG YdhkNtNG SURFACE ^• _ ,.- . }..o U iYy„`•• , K.. k'IAtN..;Maq._WAf SEE. STANDARD Pe A<NF45,110 §, ariderd Plan F-90.1e to, Cement Concrete Sld"aal4 Detads. ' : ,, ...._ UEtECT+Aft1E WARNING SURFAI,E See St STRETCHER OF S1YP.9 a. .:v,, 3" r, ,. :: �. - ,p ,. {K_ !:` '. �. '� ,•- ° r'` FAGF0FC1Ra ..1 • SE£ STANDARD PLAN Fes 10 Skk L.Nd. R ,F PLANS , . ,, :. Sae Contract Plans mr'W dth and placement. of sidewa I "ti'AR S Yr',.R 1 FACE 1F D EPW,ESSFD f,URA E G JTTER F tc c curs@ - 9P..ACu Include ,. k m nt Concrete Cu:'b Ramp T` " daa@ not I u �. ti The Bid Item'•ie e P rt>6- t '� +.• ,.+,v`'. Ukr.tE SSED CURES GUYfkR... 32 tic _4', - .. ..... .... ..,,. � ._. -,..-.Sri ,.. ....., m3 � � ':. r ' destrian : CRdjSSNMt.K CR+3rSSJ�lALK the ad'arsnt <.,urb. Curb and Gutter. ()e Pressed Curb and Gutte . Ps tEAt , ..t.. ......_ ,. _ :. wr Curb. or Sldawa:as. .rt.$. E iLA lid. dK ,. length ' -. _" •. wkt :;ac..Ld 5Lt u , - C. t - : - ., _ � r , m. n; I v h tl not re tl:ra tha rare ten .. Th Curb Ramp maxim 1. run n s s o n p 9. ... ,. T3.3daIrJN 4�9Ru :, 7 o ae ,"YP.] .:.; tES10.L r•1ak;t. , `� kDSf >,,.. - .. <,. r�.:Ata4lu ,� PLAN k7EaY ;... �.. ,,, : .PLAN VIEW c' .. �. ^ r _ r',. „ ; � ...�.. n4Tf«.rat•3t.E t'SAtiNIIdUStURrM:«E ic+axcEstl 1., leai irr auald uhaslnq [h@s4o@e iTdefinitely ache I annuin.:nq }g' F.. S In� :nne 'IG 1U TYPE PARRALLES. A ,see sTANOARq PAAN ras so � T`dPE. PARALLEL $ to stershl grat'�as. Wean uGFr4yn$ 1hT, 1., hxrt rnaX." W"tyth, n r� s i 11 t , - 4- __. CChCREYE t 06 f ; ' EP" ilc s.A}sG ir.,tT l ``':- � r h' li r Shall at e'A tahN51'JIU" isI tna d Rr am � a L� �, � 8T p BASE{TYPi n..; t.RF/Atgt RCy T",4NC7 1,] K ",,,, 9'-aT MWe _ _. f 8 L;uro Ramp Land�V'rg seta flares mall racciva DIxYG,Pfi hnfsh. ald See Std.ard': TYPE 3 M. [INC POST-- SPACED BRACE T IFF KNUC#1E _ 7 / . VA .. fi TF.%EbR .ikKE �._ �,E E,E - {. ;T"F.} HE VARE. 'k tTYP~ ~. 5 s2 ' k � I it it_ tts a i.. Kp:si.K.. EG act VAC.E � t TYPE 4 POST AND RAIL SPECIFICATIONS •� ` . , PIPE ROLL FORMED S "C4 aver" woo" ..N:1. u'JRNEYt `J.R PAIL €" T 2 fez' `>sIAM Y� 52@-r- .-.. •'i, 4 $$ INE CIR SRA;rl HOE I t�a&i " (t FABRIC LOOP- Z 51PTA i s' 1 1 CITY COMMENTS. REVIEW 1 2 CITY COMMENTS, REVIEW 2 3 CITY COMMENTS, REVIEW 3 N0. REVISION r0,T - SPNGEC 75 agN i- SEE CONITRAGT PLANS GRADE ItHL K - MAX - tY Spat€WcattoRs B•14. f tl f ( CDLTN1 ER S4-OFE Tow OF 9 Ped.%trarl CWV may hat omitted it ft% ground Surface At ItiO Dat.A: of the ^ ,, -' I . LTA MAX t � 9 k"L W✓x ' f RL'Aov0AY Cwb RathP andrar Lan hg witl be all this s@nru levy -ov as Irw Curb _ Ramp or Landing and snare will be no material to ratan. HUAIPC&T SPAb&lT I€•S (4ii. I IYP)^^ ��^`� ' �� � � [7EP&1fa�aEC?Gt1RSSGUTTER- FitY FTI IAA;(- /,� SPACED 2d' •iV, NtAX. C«WtIIENT t© CURB - SEC NOTE. 9 ".s AND N(?i-E ft ' +` UnNDIPLtI y'EE ¢7/1NSM!L$1Pu4W f-141R' ._..,� TOP R,4/L ; ', $EGTftiEi [/A� [5 a' MAx . : aFbiQE POST :. �./ , ' r' tdE°fT106 GP PASTEHING : •. .:. SSE fV*iT� 7 : W6CSYIR�7P4v4H�r L.EGENQ .�, STRETCHER EAR TO POST e4. k MAA 4 -DSN t � T _ ! r .s t tiRApE BREAK TSW^.�i4N NdSdb r t:' Etc ,' SE E NK1TB 7 r a€E GUNTTLAG T W-AtJfi . k N HL VARES [TYF:6 "- 2 01% Mr.X GRABh, aHEAd �t IN; rn i.. „ A._ L B LAtM sr SIAA TYP t RE x s SIREYd*.L I CHAIN LINK FENCE FSEWC S 835 fAhX L ,�. MAlt r` - 6 il� Stp,Y• f" CURB RAMP 1•L PFnESVR AN CURB =t .»ter' _ : &APIDtt'IS 5€F, NUSE @ $ / o •,�"� : !3W ExAANSON JOINT inP.) '*�j',y ut xttgr ..'... /?♦ f� 4 TN: d eke CURB RAMP SEE STANDARD PLAN F '-- CURB RAMP •30.1e ,y`.,%r�a '',-,.:` -y }n i LANDING s f < as F t 1 �1E t .. •. d _ }'@' "PAWON JOINT ITYP 1' - - - SE`C710N l.' ) ,; l- �•C 6t 5c .. SEE STANDARD PLAN F' ]0 10 .F` ac 1 BECMN $b..: J F\ rSTeQ,r �.' tt9b - PARALkTEMENT' 1, W PAY I CURS SEE N TYPE i, •'t1 I e 3, ^}►T' oh.at �. -. PaaRAUFx. a' PAY UME'F-sea NrraEa �_ �tT1T 1"V... t J' 'CEMENT CONCRETE CU R@ RAMP'Tl'PE _ _ / °%n �x-_'-- t e [ = 2 V 3.d ia.'nIT IIII-i ;3tt PARALLEL A" PAY LIMIT- SE€k0fE6 CHAIN LINK: FENCE TYPES 3 AND 4 PARALLEL CURB RAMP PLAN L40.10 09 � � � �_ = STANDARD PLAN F-40.42-02 STANDARD � n � - - 'tti(:I IOI Qrr--i -- 1 • X I iT• SHEEt 1'J'�t Fi.itET. M.,.....;....'I tl _ .r »ate t AFRR,CtE6 URAug ICA, ON A.om Rt'iL'rn FOii Prlfl1 ;:CAT3Otd I 1 Pasco saketitch 101 6r20113 w YI ut .,. s.�s a.r.a «Mi>rt Annrnesx -`"` ISOMETRIC VIEW ISOMETRIC VIEW TYPE PARALLEL A PAY' LIMIT TYPE; PARALLEL: SPAY LIMIT R=389708 NUR-FH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. RECOMMENDED FOR APPOVAL BY: A , - Date: BY:- Date: BY: _ Date: BY: - Date: MAJ 03.22.16 MAJ SURVEYED: SCALE: _ SiS VERTICAL: NAVD ,BBB VUECREST ESTATES & VUECREST II 09.28.15 MAJ 06.06.16 MAJ AS NOTED HORIZONTAL; NAD 1983/1991 C T Y OF DESIGNED: �'- FIELDBOOK: Al M08.12.16 MM Mai � R E N T 0 I V PAGE: DRAWN: YLP ^- ROAD AND GRADING PLAN ONE INCH � �T'u DRAWING N0: CHECKED: AT FULL SCALE 1 ,vn, Planning/Building/Public Works Dept. C10 MM IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY U15007217 / U15007232 SHEET: OF: Mm 10 33 DRS PROJECT NO. 12102 A A -- N �1 N N A O p • -9m _Z� z Wo �TM ar N z 71 z m cn z C m 11 .P 7w � I-� 7y C CrJ � y CD C:) "C �J 00 O � � l 1 W 00 � H CD Ln - D CD 0 m p ao MC C9c Wn