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HomeMy WebLinkAboutLUA99-003 - Large Format ae i | | | \ NOTES: ; \ / | ' \ : | | ; \ 1. AMOUNT OF EARTH DISTURBED LESS THAN 500 C.Y. | i : | L AND GRADE DIFFERENTIAL FROM TOP OF CURB IS LESS | ‘ THAN 24” F | \ f i \ \ 2. UNLESS A SECONDARY MEANS OF ACCESS IS \ FURNISHED LOTS 9, 10 & 12 WILL BE REQUIRED TO | 8 | \ BE SPRINKLED. _~ i \ Sau Mon. IN CABE —_ (10) | \ 3. STREET LIGHTING IS REQUIRED. “s996" SESE “ A oe NN ee i He aes Gee ae ~ (2-24-08) ‘i \ Ss ag 4. ALL NEW ELECTRICAL, PHONE AND CABLE SERVICE E PioOND a | LINES MUST BE UNDERGROUND. G ‘a coe: \ aa 4 SSMH —————~-—--—— a 1 6 E RIM ELEV = 425.28 | CNTR CHANNEL = 410.51 8” PVC N,S,W | , i. \ pave a \ phe <5 as SD 7] a ys f / Lif, i ts Le = yy | N a RIM ELEV = 424.96 tH ee Enh URE we tad 6 5 ; 0 BOTTOM ELEV = 420,49 ip ne ae a a 2 Ah flame PP ieee a tty IE ELEV = 421.46 12” CSP NW en) ie ae ee ty, iE ELEV = 421.26 12" CSP S$ Howl s IE ELEV = 421.66 12” CSP E yy IE ELEV = 422.48 6" PVC E na M > | < - , » 15’ STORM DRAINAGE ESMT : oi < 3 (FOR BIO—SWALE) 5 & 2 2 f TA" 1 A, > SSMH te z i 3 fe) RIM ELEV = 424.17 1A N CNTR CHANNEL = 409.70 WALLIN A 8 o 8” PVC NS YY fg YS FENCE CORNER ———~\. ” = Q thy 0,32’ $) ‘i ete tee w) OF PROP. COR... A See eS | a x - RE Se en, NO 2 (2-95 i faa! en Fu baie, Rashes SHED 40 oO 40 EO CHAINLINE FENCE Za ---- ” os NEW CB (TYPE Il) SET IN LINE 7*= 40’ a WITH EXISTING STORM LINE. N \ ui z | | \ O \ \\\ a >» | ah / \ \ f tH bf Ry \ % \ & titi! ii a fad . q- ‘J . C30 , | | SF j \ \ ‘ \ ive] uk CB Z IS}; SUMMERLAN/DIV. 4 | \ 00 “ae RIM ELEV = 423.36 1 | Who} + \ _ zZa t IE ELEV = 416.21 ; —_ 2) b / ‘i Ezz 2 IE ELEV = 416.11 es eee SSP / / A \ eid a = Yr : j i is \ \ \ Gea 2 | STREET LIGHT a NM \ = po 2 11 * 12” csp. S\> # = Sy ue | LOT F.F. = 424 | to ‘ ul See Ok we a ‘ — Ot Geo 2 gi OEZ PORTABIE if i E TEE So LesHED| en | \ Ny ZGR GA seats 1B a 7) nl | : | fl | eee ae 1B TT Ts ~ SPWY W/ TRASH SCREEN -—~/ ai s | 5 RIN ELEY = 413.56 / \ o _ al TY LLL & a IE ELEV = 410.48 12” CSP SN Pe) < : Taegeell AOL! ‘on | fe ELEV = 410.40 18” CSP N/ RIM ELEV = 422.29 ML Lu IE ELEV = 420.77 Yy = be 12” SP $ ; : 8 2 RIM ELEV = 429 “le ply ye i 39 : / 4”, |W ELLE _ _ Ww aN KE | | Tee ~~~ \ STREET LIGHT fi | A. LEGEND il OS d 7) , =f | iis = Hoye |e Na | 6 00 =H ! ty FN PROPOSED ROADWAY LL 9238 w : | | a . } Hi Z . Cy & ¥ oe is | WX, He 8 39 PETIT] PROPOSED CONTOUR Cyigora Ww | wit ae P\\\ ES] FOUND 2” BRASS DISC —W—___ LU O8j2 [x LOT F.F. & LOT F.F i bi ra | \\) ee IN CONC MON 0,6’ DOWN | ss PROPOSED WATER cued a | x 7 = 424 |} . =| | LOT F.Fo4~\\ o> 4 | \ s HESS IN CASE AT lig OF FIELD IAVE. < 7 Sst 00 d N ; 4 tn 424 \ Be) LOT EF ‘ 2, ip HS ae 4 PROP. TEE W/ GATE VALVE i ft * | ae ! Ohh ns' wate \\ Yer ROS S| | . fz ; PROPOSED FIRE HYDRANT Ol? COLLAB ESSE F rn 2 ! 1 | (LINE ESMT\, VA sail Po eee eT x % ae cad | SS==S=S TIAL : | S . PROPOSED 11°25’ BEND ene / — HOGWIRE Se - i ~ =24.50°00' ops ata ————— 4 \_ ING | ie ” PROPOSED 22°50’ BEND SS oy Kang grog : LR tn ; _FENCE S * is ore ESS. a a = oe — NG ns 40 | z | m PROPOSED 90° BEND ‘ni \ SATE, ’ FA, i 20 eo a ee AA 2 | PROPOSED WATER EASEMENT eT a | — oe NG WATER! MINE _ - @ | PROPOSED SANITARY SEWER | | | | —@-— PROPOSED SANITARY SEWER ere ge / ; \ HIGHLAND BOOK ADDITION ° 4a, | MANHOLE WITH FLOW ARROW ISSUE DATE RIM ELEV = 421.44 ae | PARKWAY TOWNHOMES , end | cht cave = pow | ? | ‘ eerie he er 5 ee : on =a Seen — -SOMH _ PH.3: vou. 142/21~23 | — 4K PROPOSED STORM SEWER CB SHEET REVISION | of RIM ELEV = 420.98 i , | “ 44 iE ELEV = 414.26 18" CSP N | | \ P. © 41 (TYPE 1) W/ FLOW ARROW SMH Pop FEV = 407.43 18" CSP'S | | | \ | a | ! © PROPOSED STORM, SEWER CB may we OF (20) ' \ | Y “ + FOUND 2” BRAGS DIS aofMt 8 5 | | | , pote r | IN CONC MON 9.4’ DOWN | IES ELEV = 12” LP. W | Pa ~ # | PROPOSED STORM EASMENT , DUVALL AVE. NEW ee _ L | i a * gl _~ ‘= ~ | For PROPOSED LIGHT POLE ) Xo (2-24~98) Vy WMH. AR om Ne a eee nine ee oll em irs 4 7 f \ i Cy i oodles antl \ ‘ (11-20) j Ps HWY | ‘ Ned “i “TP a niger hs ~ 42 ' ni ! | | FE a tag : \ ! : _ . v~ a P: \sdsk\proj\98016\9816ped.dwg Wed Dec 30 07:06: 24 1998 . == == CIVIL- ENGINEERING AND == PaciFic ENGINEERING DESIGN INC. == Fannin CONSULTANTS -19-00 2 ba 7h44 AS . -_ of oN e = al (a. {Lz | Hl esea| ® | ® war ewue eaT i : of " de a. a sF wy je ml 24°79 } S318 ; 8 412.85 i? gf 6 bg i 4 ahs ” % | 34 ].33 | 32 1 3 | 3 | al Fr es iS ape 1. 0 29 fi if 6 ifr By Rati EiRyisy 2 ‘7 | ee | a7 | 2 - A 4e% 7. 5 eee ee et: +3 ig = | agi’ [s E w C S| T LIEV : ah Le n 4 : “ ; . Om f: af SeEETemarncvyeemenen teint i ae . ‘ sy (2) ® ee: » zs oe JOOTH PL. 2 ? : Sq eg ae 2, : ER R: Ww 2 oer gia Re ore a " . SA977031 t 6 5 | ais tt Fer a: B38 Teed ae : Ae NC 5 ao 5 P95 “T7667 6827 POO 5s P44 iF & eS iz | 5 pps a a 26 | 25 |} 24 | Ah) «| 22 4 atx iy 20 wk: Wi: fs eh om OF WC @ ee f Hg ‘al " s . oS G a2 48} ig ie Pe iy : pa ° _ i= ; : WW p26. f8 5) ; fw Fo 7) . ; — ‘ile . a bi i dei soil N fk ; z _ ee 2 re) ERR LiL Ys" Se falda Be SS Hy . 2 i ; ot . i Sts ya BT on 4 = Ne 12s Fh eas 3 .¥ ry fe gh we 2 at 3 a ll dle J" She | ip 2 22ND aPC ae fey) ch. eel ez] . S. it ‘ &3ll 6 KN [e)) E 2 | = ’) ' t+ Oo ! S pat _ ~ Las N . i ‘ > - 4 { BY Ae Ne] 205af oe aa TH! = ET KCENSESECS IRB gag S cmppaMomy 8 ve one SLi SB aye 6 | 5 | 4.) 3 Bh Shear OT ee | “ tO ed a] iy ah ka - oy * Z 2048 ne Bhs, a (A) 3 : 138 ij 9 g > M46, NW “ TBO [E13 say a @ b o . NEB? (9TH ‘fe ~ Ad : 2 fl q : oo — SPOA?-77 6 > 50 al ® Z : ec : > ia ah @ $ ran 3 « * a * | t i . fq ps & p = in i 79) a , | E t £5.17 ; : . n "1 b ( [prtenahpnipuioniaintaige 700. ¢ JOSEPH (ees 3 : O 1 H { | | : Tuk é . lA m | fee Li} HEL 3 Sa { 106 ’ fs 2 ial | > 13.89 [ors 18-01 5 8) FE = Pe MARBAATIS® (NE eri A os <i fy | 2 sd G4! : OF pa aie tear ial “a. Sa ea I g i L ey 219 . iy |Shieuat Bs Ce OR wel ae" ride WH # 10 as : oert) 4 40. il &: Re oan tei 9 = fe} o Tt eo HOES Ton 63.22 fo 94az fie A re ge = 165.63 ; : | 00 10} 2 QD a“ AS 00 TRACTS © {Ab 0 Pra Zs ut W : 3 i) 3 Bes ep : fiprio H : pay 40:04 100 oa hi > A " u. SHPL*V-14 780 ap as te 5 = LL 9 tr —) cf = : is : iS if | M p Bu | Xe p a | N’ 98016 i <p _ ; Rs a ft. P PROJECT NO. wif 72 % ie 32 Sli 1 A 6a aS x 9) Fh be 2| 3 : u f MDK aes 2 y| DRAWN BY uj) 4{]8 s.r osz8e ig Fy eh >? 3 oa 40 Ce lJ i acccicly peel a ore : - _ a s > ti 12-18-98 5 | t KA ‘ i (2) a F ISSUE DATE cS) here . i o 5 3 3 <i = e - a I 7 i os ae) Faia SHEET REVISION Pare 9 , © we LUA AS 004, PP ECF NORTH ELD PX P: \sdsk\proj\98016\9816ped.dwg Tue Dec 22 13: 11:37 1998 = Pacific ENGINEERING DESIGN INC. aie ‘CONSULTANTS PP-99-00 gai: Fawn Beckley Eee | POR NE 1/4, SW 1/4, SEC. 3, TWP. 23 N., RGE. 5 E., W.M. : : < LEGEND E\—% 7 ~~ _N ,_ SD © TEMPORARY BENCHMARK Bo BOLLARD 7 A 74 Ee SET REBAR W/ CAP SIGN SIGN POST Vy MON IN CASE MBO MAILBOX pice = Woes RIM ELEV = 424.86 BASIS OF BEARINGS BENCHMARK INFORMATION ® TRIAD ASSOCIATES BOTTOM ELEV = IE ELEV = 421.46 12” CSP N,W a SET MAG NAIL as ew ROCKERY 11814 115th Ave. NE 15 Oregon Ave IE ELEV = 421.80 Pf LVS IE ELEV = 421.26 12” CSP S ORIGINATING BENCHMARK: CITY OF RENTON "BM 1844” Kirkland, WA 98034 Suite 306 IE ELEV = 421.66 12” CSP JE, PLELLV PLE IE ELEV = 422.48 6° PVC E FOUND 2” LP. FILLED WITH CONCRETE WITH TACK IN MON CASE PPU-O- POWER POLE W/ UNDERGROUND CONDUIT ame Kee FENCE LINE Tel 425.821.8448 Tacoma, WA 98409 er CO LAE SLA S, AT INTX. OF SUNSET BLVD. S.E. AND DUVALL AVE. S.E. 1 ELEV = 409.38 GUYE— GUY POLE —-UGP—— —_ UNDERGROUND POWER LINE Fax 425.821.3481 Tel 253.474.2460 425.4 om i " * j DATUM www.triadassoc.com Fax 253.474.2480 ort EyBO ELECTRICAL JUNCTION BOX —— T —— __ UNDERGROUND TELEPHONE LINE aagianiaie re wr Land Surveying Civil Engineering a CITY OF RENTON a i land Use Planni Project Management bas TBM—A SET CHISLED SQUARE AT NW COR OF CONC. PAD UNDER ™HO© TELEPHONE - MANHOLE id AER Tt eine deciiebas Site Design ae re CONTOUR INTERVAL = 2’ POWER XFR ON N. SIDE OF N.E. 18TH ST. TRO TELEPHONE RISER —sSS—— __ SANITARY SEWER LINE ces ese | Bay op ELEV = 423.48 eed pe , 40’ = “ESM” REBAR AT "LOT 5” ON SOUTH ie! cg 4 | — Lied a 28 E WM 3 WATER METER — G6 —— __ GAS LINE 2 j 24 od a * O coy a wv 4 WATER VALVE & WHEELCHAIR RAMP > oe ies — Sa Cor GRAPHIC SCALE WMH @) WATER MANHOLE = POWER PAINT MARK = o 5 GAS PAINT MARK + 423.2 SDMH Q) STORM DRAIN MANHOLE GPM - ; a TELEPHONE PAINT MARK > : cBO CATCH BASIN TPM ‘ *° 425.1 3 — AINT MARK : ; SSMHO SANITARY SEWER MANHOLE mu WMER © AY ¢ RIVEWAY LPXX LIGHT POLE (RESIDENTIAL) + 421.5 ° b¢ 6 Ry “ © 421.2 R FENCE: GORNE FOUND 1/2 REBAR x (0.69" W) OF PROP. COR. W/ TAG (OBLITERATED) ay “| PPU ba (2-25-98) ee 2 421.8 yos 420. 425. 425.2, 425.4 . a a ak o a's 4 j is ee, N87°35'18"W ) ; amy HOGWRE FEN a 290.76" \ CHAINLINK FENCE ii Oereeee CE 422.5 x< hs 425.0 , ag RT x CARPORT AEP a 424.3 f<] © ri , 423.7 423.7 Y 3 405.4 ae | i) 3 é QO — = Fa = & j ° 421. i 423.6 | uy Qo t beg CS <I Li | “8 in ce Or | G , O2 424.7 | 5 ‘iE ELEV = 4 126 ésb Ww OF eo) Lu iV = pe { + 414.7 “IE ELEV = 4 12. CSP €£ CB. or SHED 7 414 y — es RIM ELEV = 423.36 , IE ELEV = 416.21 12” CSP N ar. ace : \ © IE ELEV = 416.11 12” CSP W A | S IE ELEV = 415.66 18” CSP S ; | | 3 a fi © Z| > >a AQ a , S :y = aie at A at < pp wo ry OPEL ae ee aa : x ong op agi > CONCRETE “an, + 415.3 : : : AE anaes , > ie tre B | Myo ce 425.3 - & or I wWywW a ous gq INTAKE Q Zao & J Wd iad 67 IE ELEV = 410.82 12” CSP S => = => oO > 5 ay <=0 Fa M i \ 416.7 6 > See a “ o « 424.0 a sae im G . so ~ ’ Hos 2 5 CHAINLINK FENCE é cose «1421.7 | ae E. Oe ¥ aa] 5 j ry . Be Liat | 2ErGL CHAINLINK FENCE. Pa - pa te | sPwy W/ TRASH SCREEN SECS PPM x a2 iver ( Faia a. RIM ELEV = 415.55 92x56 a : 423.6 423.3 1 Jif-25.3 428-2 “es ny ae : a a . fort Z iE ELEV = 410.46 12” CSP S \ ALO IPM ¢ PM, TPM ee eee be. fisinn : fe Bagge ae NOX 408 pi as “ ° : ! IE ELEV = 410.40 13” CSP fs : ; 7, a can I ES | | FENCE, CORNER # at : a RIM ELEV = “422.29 fy 0) Sin. fet P (OATON) & 4 Zs re on ; 420,77 : N T . * cto : : (0.61’ W) OF PROP. COR. a fi ; yD ae Owe eee _mrrmmngee NT : 417.0 V = “42 & 423" : ae ‘ol |: CB a ~ Se = r - x< ae om + eee "] mit ELEY 414.35 io © ws yA’ . 7 = +15, eto pee a IE ELEV = 410.00 18” CSF S pasa Ww IE ELEY = 409.85 18” CSP NW é \ ~ a4 * 425.8 rs =, \ > ° 421.3 6 & ® = ° 425. es 414.4 ~ fea] JN S z | = ° 4246 => © 41 fs a OC 420.6 5 re 4 + 424.8 * 425.2 Lu : = = = ° 419.5 . << s nn * 424.9 + 425.1 za Pe ad Ss mM YL . - =: «423.7 FOUND 2” BRASS DISC LL m= IN CONC MON 0.6’ DOWN > “424 + 421.5 IN CASE AT PC OF FIELD AVE + 425.2 ELEV = 412.17 <J (2-26-98) WY) ly i— 2 Pe) Q = — QO 3 < ae : LU SB 8 422.7 j WM wy Mlieciiad © 424.5 = = ozs eo & ° 419.6 LL = & ° 424.1 e 423.7 = & wy n #848 E<KKKKKKKKKKKK © 423.5 Ds , HOGWIRE FENCE + 426.9 + 426.8 419.2 ; = BILL DUNLAP Ee © 427. 423.5 Goze X : 4 ‘ ° 426.6 426 PROJECT MANAGER . - DESIGNED: —_—_ 7 e ’ » x —__ 7 ae mag 424.3 N87°44'24 W = 324.33' 424.9 © 424.6 “ x 425.0 = A254 CADD: FAB “ie as Ry ae FENCE eo KOE ° 75° E OF : BOARD FENCE x i x S222, 426.0 419.8 == e CHECKED: enc 426.1 x anc DATE: 5/29/98 _— — X—— ads ia B20 ol. A2T\4 Ti. . Oe os d FOUND REBAR W/ CAP 4274 —\ y * SCALE: oe | = -20 "ESM # OBLITERATED 420.0 F (2-26-98) Psa a i abel NOTES LEGAL DESCRIPTION IM ELEV = 421.47 -CNTR CHANNEL = 408.07 8” PVC N,S me 1) THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME. : THAT PORTION OF LOT 2 OF SHORT PLAT NO. 307-79 (FRAN BRIERE AA SHORT PLAT) RECORDED UNDER AUDITOR'S FILE NO. 7906209010 a 2) INSTRUMENATION FOR THIS SURVEY WAS A ONE MINUTE THEODOLITE AND RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 2; THENCE WERE FIELD TRAVERSE MEETING OR EXCEEDING STANDARDS SET BY WAC 332- $2°24'41"W 147.84 FEET; THENCE N87°35'19"W 27.95 FEET; 130-090. THENCE $2°24'41"W 174.11 FEET TO THE SOUTH LINE OF SAID LOT 2; THENCE $87°44’25"E ALONG SAID SOUTH LINE 324.33 3) SANITARY SEWER AND STORM DRAINAGE FACILITIES HAVE BEEN ASBUILT FEET TO THE EAST LINE OF SAID LOT 2; THENCE N1‘24'36"E THROUGH FIELD MEASUREMENTS OF THE LOCATION OF THE ACCESS STRUCTURES, ALONG SAID EAST LINE 321.14 FEET TO THE NORTH LINE OF SAID LP 3421.4 THE TOP ELEVATION OF THE STRUCTURES, AND THE INVERT ELEVATIONS OF ANY LOT 2; THENCE N87°35'19"W ALONG SAID NORTH LINE 290.75 FEET QD £Jpe 421.5 PIPES ENTERING OR LEAVING THE STRUCTURES. IT IS STANDARD PRACTICE TO TO THE POINT OF BEGINNING. ” SHOW THE PIPES CONNECTING THESES STRUCTURES AS STRAIGHT LINES. THIS IS ONLY AN ASSUMPTION AND THE ACTUAL LOCATION OF THE PIPING MUST BE SUBJECT TO EASEMENTS, CONDITIONS, RESERVATIONS, RESTRICTIONS | SDMH VERIFIED IN THE FIELD BY THE CONSTRUCTION CONTRACTOR PRIOR TO ANY AND OTHER MATTERS OF RECORD. RIM ELEV = 420.98 CONSTRUCTION. IE ELEV = 414.26 18” CSP N Se ee ee et 4) UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD LOCATION IE ELEN = 407.45 16 USPS OF EXISTING STRUCTURES. FIELD LOCATION OF UTILITIES BASED ON LOCATOR PAINT STAMP NOT VALID 421.0 — 4207 MARKINGS AND LOCATIONS BASED ON UTILITY MAPS FROM CITY AND UTILITY DRAWINGS. UNLESS SIGNED AND DATED CB i 5) THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE fe gn CB OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. JOB NUMBER RIM ELEV = 420.66 98- O33 IE ELEV = 417.97 12” LP. W TMH | ¢ SHEET NUMBER <8 420.5 g © Tor 7 Ee | 35 4 s P: \sdsk\proj\98016\9816ped.dwg Tue Dec 22 413: 14:37 1998 ay 284 | 288'| 266 & ewe HEE oo UF apunner WW i Oe comm © a a $334 I" va rm k eB ET eS oneac we wb ewe aero (2) ™ a e SR O77OS} 364 te! 7 nas “@ NE. 22ND sP 5 a Stee G4 A x Es @ § % & mdm O45 (2) 0.30 Ac, Sale [wishes iT 130.45 in | SECS TRE sug Semper |e S632 ig3i] HA Raj * MIST -< M 46 62.92 | b4 22 12 hy pple SEr 104 Th == ST).— CEN Bate Toon | | 68 g Phe | 28 fakes * Aa FE — DBREMERTON™ NG YY be 1G r (B) JOSEPH 1 ] i r\ I Ke fale : oe Be HAB RES 6 "SNE. ARSHALE ° Ne 33.89 [ers Lvs oJ AR BE, (356 He Ad ON 32 Ng a 8 a 5 No Sil OR Bear + BOOK 5 | 93-4 | = T i lf 6 10 HTR ase DY mE 3: iz me, 2Y Fe apres baw reabede MPa SL WS tS Ly py 8 {a are, 3 aes Sa f soe [IR 1s 165.63 CTS PAS 8 1 UA-93-014- SP 350 Lm JL LaMT BSE = {2) eee: 263 we * SP. 89-974" v7, ~~" 405, 84° 7 S.P. 052-88 or (BY WATER ESAT, Oy 4 oy iy ofg uf i377 48. 459 vee | eet 1% 13.86 it SLL 6075 n4I5 & Ss 2 ) HOQUIAMS f O57 - by ise Bo IY 5 SesattJ pe _-— EA T DLOT te an Mb By me ah "1 + 7) ae F i Bo” Hh2 > if | 1 wt hee ALB a Sg > W427 BT eo of Triple?’ ab? 65 NE. 16THS ST] & 59.52, | 122.21 6.0). CET, .e oy pis 2 al gq at o gg eT a a2: oyaer oy J ASE A = Pacific ENGINEERING DESIGN INC. == J NEKGHBORHOOD DETAIL MAP 431-7975 . . WHERE JURIDICTIONAL REVIEW AND MAY BE REVISED (206) 431-7970 FAX . . PHONE SEATTLE, WA 98188 SUITE 360 (425) 432-7682 188TH ST., 4800 S. BRIERE PLAT 98016 PROJECT NO. MDK DRAWN BY 12-18-98 ISSUE DATE SHEET REVISION PX CIVIL ENGINEERING AND PLANNING CONSULTANTS PP-99-002 P: \sdsk \proj \98016\98 16ped . dwg Fri Jan 08 08: 45: 16 1999 AL_DESCRIPTION . TOTAL AREA = 2.29 AC OR 99244 S.F. PROPOSED # OF LOTS = 12 THAT PORTION OF LOT 2 OF SHORT PLAT NO. 307-79 (FRAN BRIERE JONING R8 SHORT PLAT) RECORDED UNDER AUDITOR’S FILE NO. 7906209010 VICINITY MAP: RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: wert ‘ DENSITY = 12 LOTS BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 2; THENCE ot" ye Tt (TOTAL AREA (AC) — AREA R/W (AC)) S2'24'41"W 147.84 FEET; THENCE N87°35'19"W 27.95 FEET; 4} ~~ THENCE $2°24°41"W 174.11 FEET TO THE SOUTH LINE OF SAID = 6.73 DU/AC LOT 2; THENCE S$87°44’25"E ALONG SAID SOUTH LINE 324.33 FEET TO THE EAST LINE OF SAID LOT 2; THENCE N1‘24’36"E PROPOSED AREA OF LOTS ALONG SAID EAST LINE 321.14 FEET TO THE NORTH LINE OF SAID LOT ¥ LOT AREA (S.F.) LOT 2; THENCE N87°35'19"W ALONG SAID NORTH LINE 290.75 FEET ; on TO THE POINT OF BEGINNING. i. ay EXPIRES: SEPT. 5, 1999 | SUBJECT TO EASEMENTS, CONDITIONS, RESERVATIONS, RESTRICTIONS s 6229 AND OTHER MATTERS OF RECORD. : Bead 6 6580 BENCHMARK_INFORMATION = : oar ad 5S = ORIGINATING BENCHMARK: CITY OF RENTON "BM 1844” 3 9 6036 D FOUND 2” |.P. FILLED WITH CONCRETE WITH TACK IN MON CASE rail 10 6036 < , ‘AT INTX. OF SUNSET BLVD. S.E. AND DUVALL AVE. S.E. ey 4 11 7185 2 = ELEV = 409.38 a7 Feel AY 12 10610 3 ~ TBM—A SET CHISLED SQUARE AT NW COR OF CONC. PAD UNDER NOTE: Ley a geen habe 0 S POWER XFR ON N. SIDE OF N.E. 18TH ST. FOR LOCATIONS OF SEWER, WATER AND STORM S - PERCENTAGE ROADWAY = 21.6 ELEV = 425.48 DRAINAGE SEE SHEET P-2 : . ahee z “3 TBM-B TOP OF “ESM” REBAR AT "LOT 5” ON SOUTH PROPERTY LINE 15%STORM DRAINAGE ESMT r Zz : ELEV = 424.28 (FOR BIO—SWALE) zr DATUM ™ 00 CITY OF RENTON \ \ 00 CONTOUR INTERVAL = 2’ * \ o ius Se FE < ENGINEER: PACIFIC ENGINEERING DESIGN INC. FENCE CORNER ——\\ hs ‘\ a j / { = 4800 SOUTH 188TH ST., SUITE 360 2) — as a W7 he ac 5) \ (15) | | _J =| SEATTLE, WA 98188 ae BOR COR ig (WY IRC LSBuEANES ae eyca ~ cS PHONE: (206) 431-7970 <_— ~=* —_ — , i N87°35'18"w =. 290.76" WA iN \t | Oo < pee Rence 7 ——" TT | ee ec eee en S| (orn ee SURVEYOR: TRIAD ASSOCIATES ISREPAIR / | r 120-73-——+\. | 0 11814 115TH AVE. NE as / ! PAK > 9 xy o KIRKLAND, WA 98034 : 171 / i LV — 4 m9 et oat STREET/ LIGHT ~_ ! f 108 =f ANY B PHONE: (425) 821-8448 ¥ - a] 2 i iw! 6036 SF / / \ \ Yor | a Tt Sh & 24 H Tp) \ | \ <p i = OWNERS: GERALD J. & GAYLE A. BRIERE = eo aa 10610 SF | © Pd Pe | [| | W Fo Q 23205 SE 192ND ST. 4 aes | & i. sayy (sir ma a pi | Chazy KE MAPLE VALLEY, WA 98038 } ee = if fog 7 TITTY o aX46 Lu PHONE: (425) 432-7582 ; ee Ot ee | [- \40" STORM DRAIN ESMT. 11 7! ae i; , eT! | LEC s \\ uk TT) (atcha |e = oe SO , 6036 SF || itt Ih | fh wy bo rs \8 Hse | \ is a0 = | PSTREET LIGHT, nme | | \ Wi Seszl] = N87°35'19"W | 11 \ fois iv =e JB i f ig . fo) ‘ | 7185 SF Nie STREET LIGHT \\ | ii] | / iN" ie - | \ VE | ee bs 0 [o) CHAINLINH) FENCE : 4 8 | inl M iL S _onpinunk eye fe UP pO BIE , \ 8727 SF Bens | + 14 | " i Ij : " =n | W/ TRASH re RIM ELEV = 414.56 | ia a fa ELEY = = 410.45 12” CSP nee | iF ELEV = 410.40 18° CSP N/ bi | | , oy Ble i ’ | | TE / soy 98-16 RIM ELEV = 422. ei . | \ 8 : po PROJECT NO. IE ELEV = 421, 91 Ld - oo __ | \N 5 \— STREET LIGHT i; ip : ‘i les 18 MDK =T) ! cn | “PSP NW | DRAWN BY ne Ia | CURVE TABLE: ; 7 ! | ! | 12-18-98 7 a 2) fy 39 ! rE ISSUE DATE C1 C7 N wht 6202 SF py | FOUND 2” BRASS DISC —j———— su, : , ~— z | 6196 SF | IN CONC MON 0.6’ DOWN ® L = 22.39 L = 35.00 L = 18.65 | Oy BaP fs | 4 f IN CASE AT PC OF FIELD [AVE. Es ae By: 25.007 eels cl i - r325"24" > Ne sBs. BEF Hpi (2-26-98) ! le SHEET REVISION A = 5119'04” A = 36'27'39” = (TYP) = | i“ i. i WY OF RE C8 < = 1! \ fe eee ee | t te C2 saa L = 22.39 = i. +ypb----Y-s 7 a — S) 3 L = 14.06’ L = 35.00’ R = 25.00’ (26) > -HOGWRETFENCE {| * | | = 7 = R = crmod : = cae A = 51 4 904” we 3 5000 250. 00. = Rcadeceren ~ 7 veh ' z i A = 14°38'43" = 36°27’ | ——— “66.99 ga peed al! | aye i 3 ~ me | = Sobeo ee 33.__fi os nie 0.75 OF 7 | 40 s ae oe ' Ee | oe carte Lx lind REBAR W/ CAP =A | 9’ z L = 43.73 L = 39.44 R = 25.00’ YP). 4 “EBRAG OBLITERATED 7 tS 1 3 R = 55.00’ R = 55.00° | A = 91°00’06” | (2b-26-38}- EXISTING WATER LINE ; ; , # [) A = 45°33'28”" A = 41°05’20” | | ND T's ’ a as | == PACIFIC ENGINEERING DESIGN INC. £ 7 CNL ENGHEETINGA ion Jj c Sie ae CONSU EX. PP-99-003 1 [expres: SEPT. 5, 1999 | OL6L—-lEv (90Z) “ANOHd 88186 VM ‘JULVSS O9E ALINS ‘LFFYLS HL8Sl HLNOS OO8r SSS2Z-cSer (Scop) 'SINOHd Scoses VM ‘ASITTIVA SI1dVW LS CINSGl as sozec SYSgea AVEO UN wos C y VM ‘NOLNSY LVW1ld Wi1Ssald SYHSlya3 98-16 PROJECT NO. MDK DRAWN BY 12-18-98 ISSUE DATE SHEET REVISION ee =o oO bec > Lb 28 oe eee | ee Se eee VICINITY MAP: jl42nd Av SE IP 1 CIVIL ENGINEERING AND pf-49-003 PLANNING CONSULTANTS | i a | 5 NOW 8661 SP LE: Gl 62 930 an, mp" eee rae cca pedgre6\91086\ foud\ ysps\ :d P: \sdsk\proj\98016\9816ped.dwg Fri Jan 08 08: 45: 16 1999 A RIPTION THAT PORTION OF LOT 2 OF SHORT PLAT NO. 307-79 (FRAN BRIERE SHORT PLAT) RECORDED UNDER AUDITOR’S FILE NO. 7906209010 RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 2; THENCE S2°24'41"W 147.84 FEET; THENCE N87°35'19"W 27.95 FEET; THENCE $2°24'41”"W 174.11 FEET TO THE SOUTH LINE OF SAID LOT 2; THENCE S87°44'25”E ALONG SAID SOUTH LINE 324.33 FEET TO THE EAST LINE OF SAID LOT 2; THENCE N1°24’36"E ALONG SAID EAST LINE 321.14 FEET TO THE NORTH LINE OF SAID LOT 2; THENCE N87°35'19"W ALONG SAID NORTH LINE 290.75 FEET TO THE POINT OF BEGINNING. SUBJECT TO EASEMENTS, CONDITIONS, RESERVATIONS, RESTRICTIONS AND OTHER MATTERS OF RECORD. BENCHMARK INFORMATION ORIGINATING BENCHMARK: CITY OF RENTON "BM 1844” FOUND 2” |.P. FILLED WTH CONCRETE WITH TACK IN MON CASE AT INTX. OF SUNSET BLVD. S.E. AND DUVALL AVE. S.E. ELEV = 409.38 TBM—A SET CHISLED SQUARE AT NW COR OF CONC. PAD UNDER POWER XFR ON N. SIDE OF N.E. 18TH ST. ELEV = 423.48 TBM—-B_ TOP OF "ESM” REBAR AT "LOT 5” ON SOUTH PROPERTY LINE ELEV = 424.28 DATUM CITY OF RENTON CONTOUR INTERVAL = 2’ ENGINEER: PACIFIC ENGINEERING DESIGN INC. 4800 SOUTH 188TH ST., SUITE 360 SEATTLE, WA 98188 PHONE: (206) 431-7970 SURVEYOR: TRIAD ASSOCIATES 11814 115TH AVE. NE KIRKLAND, WA 98034 PHONE: (425) 821-8448 OWNERS: GERALD J. & GAYLE A. BRIERE 23205 SE 192ND ST. MAPLE VALLEY, WA 98038 PHONE: (425) 432-7582 VICINITY MAP: (3 aly, ‘ A PROPOSED AREA OF LOTS rs LOT # LOT AREA (S.F.) 1 6202 [ ( 2 6196 2 i an 3 6229 r SBong 4 5194 ae 5 6680 er 3 nag 6 6580 3 y eed Z a eo) || a oe 8 5727 FAG a Oe | 9 6036 > WH ean 10 6036 a oe 11 7185 Pal AL i 12 10610 sue TOTAL LOT AREA 77745 TOTAL R/W_AREA 21499 FOR LOCATIONS OF SEWER, WATER AND STORM PER _ DRAINAGE SEE SHEET P—2 ERCENTAGE ROADWAY = 21.66 15%STORM DRAINAGE ESMT (FOR BIO—SWALE) ~ \ \ \ \ \y Oy ‘ FENCE CORNER — % . ee S) & ~~ yo FOUND 1/2 REBAR, \ (8) 0.69 W) OF PROF. COR. Ss ° w/ PAG) (OELFER ATED) Ne pA ae es eS as Hh Eetanemengt nn aay (2—25~-98) x ao a ‘SHE ee N87‘35t8"W 290.76 \ || sae pa HOtaAOR ace 7—-—— TT : mu : | IN DISREPAIR / wai r-—~—4b420,73" — — 4 Se : ; LIA Q rr tt Ig 4g AMEE EEE SEO Oe ‘7 4 A Ne toh ‘ 40 to) 40 i FE Saib 6036 SF \\ ik a Se, (i Dee e 7 IS BYE 1"= 40 N : f+ +20: Ft 4 AH | STREET LIGH’ j reat i “ _ con ieee a! , : lan 5 Nareeiw ox 1 \ : STREET LIGHT a Cd | —, £ 7185 SF A] (cay ~CHAINLIN | : oe a . 8 CHAINLINK FERCE MQ pORTABIE 0 eee 3 pe : “RS oS a alt : } : €7) \ . 5727 SF 4 YO, ALL LL EMBL v tty é JN a (Ca el 4 (€6) | | 7 x \_ 5070 SF ~ oe RIM ELEV = 422.64 sw a IE ELEV = 421.91 a Cy me Wee STREET LIGHT oo 7 Sy =f) ae i | ‘S | | Ne j2 | 1d a | . | 1], 6 i i f \. 6580 SF 4 1 | 2. Br MNOS C1 C4 C7 ig, uJ HS 6202 SF 1, |! i ~. L SONY ’ Tig : |; 6196 SF Jp; a AX y SN 4 L = 22.39" L = 35.00" Ss om oa - : "S| 6229 S| 4 | NS R = 25.00’ R = 55.00’ R = 55.00 ar NE | nn ae oa | 5 \ NS, A = 5119'04” A = 36'27'39" A = 19°25'24" eo en ae ( Aly 7%, oir 6680 SFA SSN Sigma” | EE / )V"5) WATER \ : \IONS C2 C5 re 29.39" re mee As igt tl 1! LINE ESMT\, \ eo ‘ L = 14.06’ L = 35.00’ = 96 ON (26 \. -HoGWwIRE| FENCE ae ye = R = 25.00 : Saale NW \ R = 55.00 ; = Pa - A = 5119°04” ma bg 50°00 50.004] BN eg A = 14°38'43” = °97'° 39” i a mares am a \...66,99..000 A rex) \ — Men pence S243 a X winters r ‘ waa ) ay Reet \ CATE Y¥alIND REBAR W/ CAP L = 43.73’ L = 39.44’ R = 25.00’ (TYP) | ‘ 421.71 “EBM OBLITERATED ] R = 55.00’ R = 55.00’ A = 91°00'06 | ! Lee EXISTING WATER LINE A = 45°33'28" A = 41°05'20" | | \ | FR TOTAL AREA = 2.29 AC OR 99244 S.F. PROPOSED # OF LOTS = 12 ZONING R8 DENSITY = 12 LOTS (TOTAL AREA (AC) — AREA R/W (AC)) = 6.73 DU/AC HIGHLAND BOOK ADDITION EXPIRES: SEPT. 5, 1999 | RENTON, WA [o) nm oO) ~ ] a) t+ co [e) Abe ud Zz S xr QO. [e@) 00 00 b= o << < = _] ul a — kK QO Z Li : 0 ™ Si gall g <e) al iitesh | & Wy eeFat 2 } ig f pee a = i" 0 4 +0 uJ ‘ji \ aia fe “yy / \ < W < y Y SUMMERLAN/DIV. 4 wi \ \ \ Ws 2 aia i ko] / + \ \ Ww 0 W Ww NO <i] / f \ \ rc (6) 0 i Zz 0 i] / / \ \ \ | 0 = IL £ l \ \ NH o ry) { LT T ms = \ 20202 in ie INTAKE, ~ <i ; / a ; i 1 IE ELEY = 410.82 12” csp S$ | i r it ve Owe S / t 00 / + = 410,465 12” g/l = 410.40 18” an: i \ _ r~] PROJECT NO. a AN 18" csp. S|? MDK Vv = 409.85 ~18_fsP NW DRAWN BY i | 12-18-98 | I ISSUE DATE ii x ——— a SHEET. REVISION DIV. NO. ak = 5s E OF eg 40 = ii 59’ UMM ~ be ry f. ree a F e k Sod Pi == PaciFic ENGINEERING DESIGN INC. = UU L CIVIC GINEERING AND | PLANNING CONSULTANTS | PP-99- 002