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Home My WebLink AboutLUA00-101- large format SIERRA HEIGHTS ELEMENTARY SCHOOL istrict No 403 SIERRA HEIGHTS PARK Q . c = - o 2 -— f a y R E N T O N 31 5 . 4 7 3 1 8 6 4 089 Ac TL #76 . Pi e c e r w i te e we e ee Be EE o at t ? 412 | 41) i 410 pe 2N=C#O ot e e e e e e e e e h y a i 'T o S . E . 1 3 0 T H A V E Q e S E . 1 2 4 8 i v . F T a c t o r s OS S e G a t i e n O F ae 0: \7 3 9 0 1 1 P P .d w g PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. W 1/4 CORNER SEC 3-23-5 [ FOUND 3” BRASS DISK W/ *X” IN CONCRETE. AT TEE INTER. OF NE 20th STREET & UNION AVE NE (6/00) FOUND 3/16” BRASS PLUG IN CONCRETE. AT THE INTER. OF NE 24th STREET & UNION AVE NE (6/00) 1400.00 E UNION AVE NE 1400.00 S NE 25th PL SURVEY NOTES | INSTRUMENT: NIKON TOTAL STATION DTM—A1OLG (5 SECOND INSTRUMENT). METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-070 DATE OF SURVEY: JULY 1997 BASIS OF BEARING: NORTH LINE OF THE NE 1/4 SEC 19-23-5 (N 89°42'36” W) ee BENCHMARK: CITY OF RENTON MON #1920; 3” BRASS DISK STAMPED ” KING COUNTY SURVEY MONUMNET EN-—61 1973” IN SIDEWALK ON THE EAST SIDE OF RAINIER. AVE_S. LOCATED NORTH SIDE OF SOUTHERLY DRWY AT 604 RAINER AVE S. ELEVATION = 27.87’ (8.49M) O62. 7a°e i _ a 3+00 | . see seat = + 2302.54" MEAS) 4+00 =) . a i ‘nen | = One oe oe a gk er a ae rr ee SSS 50.001 sg gc = GoW, a ON CITY OF RENTON, STATE OF WASHINGTON (BASIS OF BEARING) S 01°55’59” w 2302.67’ (KCAS /ONT — EASEMENT | | 16" PS SS a SS 5,700 sq. ft. | . 4 te Ol 0.135 acres 3 8 | LOT 71: } . | ho [2 a 4,565 sq. ft. BR 5,400 sq.ft. | ; . ; { op iy) in pa 0.10 acres 0.12 acres , Sf : 1a = ~~ se i j tu Ly wl Me | NE oy OR Hm | {Sl | 4,750 sq.ft. = Q | Sim 0.17 acres 9 ~~ I | fol p----- | 2 8 i Q. J | N } ®) 20x20’ JIONT a. le I ¢ DRIVEWAY EASEMENT . 1 9) re u LOT 9 , | 3 pN lO ‘ 4,893 sq. ft. | LOT 8 px LOT 6 LOT 5 9 00 11 acres 6,541 sq.ft. [> 5,490 sq.ft. 8,205 sq.ft. 5} 9 \ ei 0.15 acres 0.13 acres 0.19 acres > | ’ Ly 16 Les eee 2 iF | | Be | * | NC OPH#ABE OAD Jo’ OT 7 | oe! AQUIFER PROTECTION NOTICE THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE #4367. THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY’S SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM CONTACT WITH THE GROUND SURFACE. IT IS THE HOMEOWNERS RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER. eee LUA— LND 1” = 80’ ( —— \, : B GRAPHIC SCALE 120 Il 384.00’ W 1/4 CORNER SEC 3-23-5 if S S} FOUND 1/2” BRASS W/PUNCH ———— — IN CONCRETE. (6/00) __SE_95TH STREET Z NE 25TH ST (SE 997TH ST) NE 24 ST UN I O N AV E NE SUNSET BLVD NE a aa VICINITY S8 8 ' 2 9 ' 2 5 " E 26 3 5 . 6 2 ’ PLAT DATA TOTAL AREA = 60,934 sq. ft. = 1.40 Acres STREET DEDICATION = NONE ZONE = R 8 PROPOSED NUMBER OF LOTS = 171 PROPOSED DENSITY = 7.86 DU/ACRE PERMITTED DENSITY = 11 DU/ACRE OWNER/DE VELOPER ROBERT E. DYKEMAN 14029 SE 124TH STREET RENTON, WA 98059 (425)235-0412 ENGINEER/SURVE YOR TOUMA ENGINNERS & LAND SURVEYORS 6632 S 191st PLACE SUITE E 102 KENT, WASHINGTON 98032 (425)251—0665 LEGAL DESCRIPTION THE SOUTH 335.72 FEET OF THE NORTH 719.72 FEET OF THE WEST 211.50 FEET OF GOVERNMENT LOT 4, SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM.; EXCEPT THE COUNTY ROAD SITUATE IN THE KING COUNTY STATE OF WASHINGTON N 1/ 4 CO R N E R SE C T I O N 3- 2 3 - 5 FO U N D 1” IR O N PI P E SURVEY NOTES THE DESCRIPTION CONTAINED IN PSE TOUMA ENGINEERS & LAND SURVEYORS DYKEMAN PRELIMINARY PLAT ELECTRIC TRANSMISSION LINE EASEMENT NO. 3243248 IS NOT SUFFICIENT TO DETERMINE ITS EXCAT LOCATION. 6632 SOUTH 191ST PLACE, SUITE E-102 * KENT, WA 98032 PHONE (425) 251-0665 FAX (425) 251-0625 FOR ROBERT E DYKEMAN DWN. BY DATE JOB NO. DAN T JUNE 2000 739-011-001 CHKD. BY SCALE SHEET MHT 7" = 350’ 1 OF 4 PP-o0-10l , 73 9 0 4 1 P P . dw g J: (6/00) (6/00) W 1/4 CORNER SEC 3-23-5 [ FOUND 3” BRASS DISK W/ "X” IN CONCRETE. AT TEE INTER. OF NE 20th STREET & UNION AVE NE FOUND 3/16” BRASS PLUG IN CONCRETE. AT THE INTER. OF NE 24th STREET & UNION AVE NE 14+.00,00_ E UNION _AVE NE 74#+00.00 S NE 25th PL SURVEY NOTES INSTRUMENT: NIKON TOTAL STATION DTM—A10LG (5 SECOND INSTRUMENT). METHOD USED: FIELD TRAVERSE WITH ACTUAL NE W 5’ CO N C R E T E WA L K d BO F S NE 25 t h PL A C E 30’ PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON LND LUA— 1” = 80° c= \, =) GRAPHIC SCALE 120 aA S8 8 ' 2 9 ' 2 5 " E 26 3 5 . 6 2 ’ — UNION moh = 30 AVE NE 1 inch = 30 ft. (BASIS OF BEARING) Ss ai el _ 2400 seop 5 0755'59" W 2302.67’ (KCAS) Ss + — —}+ 2302.54’ (MEAS) 4+00 iS} % + Soteo4 (MEAS) + ~ z 5400 @ ~ : _- ort, |— nel % 384.00’ 7 4 —— - W 1/4 CORNER SEC 3-23-5 | eH Ht = 8 FOUND 1/2” BRASS W/PUNCH ! . | | \ 7 ' teed . 20°20" WONT | ! 60.00 + | ' “6000, 7 aan — IN CONCRETE. (6/00) oe DRIVEWAY EASEMENT =| | ' RI | | 20. > ome 1-1 fT TT php ! Si & | ! © LOT 77 1 © 1 Q ! —v+— = —— S 5,700 sq.ft. a | x | +— P [ @5 — oa ___SE_95TH STREET i. © 0.13 acres 1 © 3 ; 7 = =w SITE 0 | |) Ef Lor 7 &fy LOT 2 ia} | |LOT|S et LOT 4e18 2/0 xo A L , 4,565 sq. ft. b 5,400 sq. fi. S ee 5,400. sq. ft. . 4,500 sq.ft. NEES fa) y NE 25TH ST (SE 99TH ST) 0 NOT *55°59°E it | d 0.10 acres © 0.12 acres DR. | | 0.12 acfes i S| 2.70 acres N g a ~ w | S) 1 WI | ° E XN = ™~ __¢ , LN On ie) > |NE 24 ST p> —8se0-— — ew PL fe = =s |2 g RS Z | = N 1 a a 02x20" HO = > oS | Qt | SI | DRIVEWAY EA ene S | bor 70 |e 8p--— ft ee | ° , Sq. iT. oN oS ° ? ” . f 2 SSS oS a ee we ee LY ) > Vey | Fay eepee | oo! NO1°55’59”E NO1°55’5 | NO1°55’59”F enw fF SUNSET BLVD NE mae S 5070" 50.00 oa NO1°55'59"E > — : | = 0 OUSE 00"! 50.00’ | 1 . I NOT'SS'5g9%e — : VICINITY 0 . pee } \ 88.97 i ! | FS = [7 pase « = | —_ ———_ _ O)| 2. 20°20’ JIONT | iS ok | 2 _ PLAT DATA 2 RANEY EAS | & N lo - - | | - 7 TOTAL AREA = 60,934 sq. ft. = 1.40 Acres oO} 2 LOT 9 * ; 3 % N o] STREET DEDICATION = NONE Oj 6 | ee ag | 61| LOT 8 x ~ LOT 7 LOT 6 ® 3 LOT 5 | ~ Ne) ZONE = R 8 0.11 acres Rea et > 5,490 so. D 5490 sq.ft. é 3.205 sq.ft St PROPOSED NUMBER OF LOTS = 11 2 | | 0.15 acres iS 0.13 acrds | 0.13 acres © a iS eres PROPOSED DENSITY = 7.86 DU/ACRE SOT 5558" W L L J 2 PERMITTED DENSITY = & DU/ACRE S 95.00" — see ——— sous ——— _J OWNER/DE VELOPER < ROBERT E. DYKEMAN 145,72 ‘ 14029 SE 124TH STREET 60.00 ™ 60.00 70.00 RENTON, WA 98059 S 01°55’58” w =ae -. . (425)235-0412 72 ENGINEER/SURVE YOR TOUMA ENGINNERS & LAND SURVEYORS NCOPHASE OAR 6632 S 191st PLACE SUITE E 102 ~~ KENT, WASHINGTON 98032 POF 9 (425)251-0665 AQUIFER PROTECTION NOTICE THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON’S LEGAL DESCRIPTION AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS TH FEET OF THE NORTH 771 OF THE CITY OF RENTON ORDINANCE #4367. THIS CITY'S SOLE a See a - EE UMERRE A OF = AQUIFER UNDER THE CITY’S SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. EXTREME CARE SHOULD EXCEPT THE COUNTY ROAD BE EXERCISED WHEN HANDLING ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM CONTACT WITH THE GROUND SITUATE IN THE KING COUNTY STATE OF WASHINGTON FIELD MEASUREMENTS AND ANGLES WAC 332-130-070 DATE OF SURVEY: JULY 1997 SURFACE. IT IS THE HOMEOWNERS RESPONSIBILITY TO PROTECT THE CITY’S DRINKING WATER. SURVEY NOTES THE DESCRIPTION CONTAINED IN PSE N 1/ 4 CO R N E R SE C T I O N 3- 2 3 - 5 FO U N D 1” IR O N PI P E TOUMA ENGINEERS & LAND SURVEYORS DYKEMAN PRELIMINARY PLAT FOR ROBERT E DYKEMAN BASIS OF BEARING: NORTH LINE OF THE NE 1/4 SEC 19—23-5 (N 89°42'36” W) ELECTRIC TRANSMISSION LINE EASEMENT | " NO. 3243248 IS NOT SUFFICIENT TO i DWN. BY DATE JOB NO @ BENCTMARTE CY OF RENTON MON P1920) 2 BRD 32 bio DETERMINE ITS EXCAT LOCATION 4 6632 SOUTH 191ST PLACE, SUITE E-102 * KENT, WA 98032 , , A IDEWALK ON THE EAST SIDE OF RAINIER AVES. LOCATED ( coe (ay eet eee RN ES ee Ae —— —— ——— NORTH_SIDE OF SOUTHERLY DRWY AT 604 RAINER AVE S. CHKD. BY SCALE SHEET ELEVATION = 27.87’ (8.49M) MHT 1” = 30° . ae PP-00- (61 \7 3 9 0 1 1 P P . d w o n- U, PORTION OF THE NW 1/4 OF THE NW 1/4 OF LUA— Wy 1/4 CORNER SEC 3-24-5 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LND - FOUND 3” BRASS DISK W/ "X” CITY OF RENTON, STATE OF WASHINGTON IN CONCRETE. AT TEE INTER. OF NE 20th STREET & UNION AVE NE a_i = (6/00) FOUND 3/16” BRASS PLUG GRAPHIC SCALE IN CONCRETE. AT THE INTER. OF re NE 24th STREET & UNION AVE NE | | var, t i ann ° “ (6/00) i oe " noe -_ wo ; 3 ee eee TTT SS em ee ~--OL > _—— UNION A VE NE 1 inch = 30 ft. i he moe x ps oa i a ~~. ees Were ccs stab c eta wee eset e ene e en “SL se ——_——_— | / / fc / \ . TE MA Res secs ___ Seq : P # re es - ~da,| , / | | | : \ \ \ \ ¢ (BASIS OF BEARING)? NON f-— 1062.78 3 , | _ \ \ sedp 2 OT88'S9" WS 2302.67" (KEAS) —, \ S : | | yt —_-— \ 2302.54’ (MEAS 4+00 \, \ 5 on = / + rf | ! oT Te Te xf// — FT 384.00’ a _1+00.00_E UNION AVE NE 5 Jol ee cia vara = W 1/4 CORNER SEC 3-235-5 A 7400.00 5 NE 25th PL 150.72 4 —— 8 FOUND 1/2” BRASS W/PUNCH ier} — | IN CONCRETE. (6/00) | Y EASEMENT NOS a | AA DOB Ba | | f sty a A << a Lu} j : le) ‘ 7 i res J : j 2 i / H om —— . L ~ ~ “~ i) © | fare |-~ |. | LOT | LOT 2 |r} 3 es 11 BIS © | kyo. \ | | 4,565 sq.¥t. 495,400 sqft ——~Li$ i AS NH NO | / \ \ ; { % 7d: ; YE gq ris >= oil, \ ) se ce yy. CO} Cy Ny | | / : 0 WOT *55°59°E __| \ g \ 0.10 acres N S O72 GELeS _ 1 OP ~++—6-42_ otres LS Ie ne oN ° = | ofuls 495.00: ar 8 a) i ee Ni nh | : ve eS SAS : X A ‘ \ ! \ s \ | ku | \LeT 10 | ed ae a ENT \Y oS ; oe ' ly a) |S - 4 Oy i ofS i -- SSS Ho , i 4S S 4, 79Q sq.ft. NN Sp pt pete St =< 7" = = “EA a | Q) [| She ie ‘gy 11 acres * | o a | WO : : ss \ i Pas ‘ ; , x \ q ! > j : = \ \ = oe ls peer N od = - (a \ HOUSE 6. 0" \ ] = \ Sa xt} ) [Ello pees sote | < ae Loot med fA he = Qt) FIN sft —95.005— __ 7 \ a, ‘ Cone = | , | F9a 20°x20" JONT \ ~ mS | LIN — 7 \Y NON =“ ¢ JN] DRIVEWAY EASEMENT | | j \ 3 " —\ ho OT | Lele LOT 9 Sts \ \ Ne | \Y) ; - Xe) — sq. ft. \ L O T 6... & ‘t \ L O T 5 \ | Ae 0 to Q\ Ge >| TT acres \ ,490 sq.ft. ~~ 8,205 sq.ft. &f.00 Li — . NN _ res .13 acres 8 * O42 acres ‘ | | i 6’ : SOT ‘ >, : § W a ~. . i 7 £ | : oe mM —" \ a | Plo ys) Pl ds 95.00" a ‘ an Se ae i 2 i) i ; Ss — a NY is \ i | AAG 14579 ee on 4 é a ae \ \ ; \, i SO \ | | RAVEL pp SOI5 S'S IO + \ | me Ww Tt Ota = “SS 5.72 ~~ a . SN NS NN | \ Md 2) 4 ~~ ~ \ \ FHE+OOOBND a | go’ 7 O7 . \ | | 7 : 30.00" 50.00" 17.00° 18.00-—— 4 050’ - | 105'+/-05 | = = = = 50" | . : JH ° eee Sh, OCT Oey as fares eer EX. EDGE OF PAVEMENT——' #° MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE. 6" MIN. COMPACTED DEPTH CLASS “8B” GRAVEL OR SUITABLE NATIVE MATERIAL. : UNION AVE NE ROAD SECTION f ee 18.00'/22.00 pari | | 17.00’ 00° /22.00° , — po 1.50" GRADING PLAN 10.5°+/-0.5 _ oe FO R |e eR ITI BEY AEIY REL EN EY RIOT PY TPE SE : —— a 2: ; \ TOUMA ENGINEERS ROBERT E DYKEMAN 1 WIDTH SAWCUT— \_, MIN. COMPACTED DEPTH CLASS “B" ASPHALT CONCRETE & LAND SURVEYORS ex. EDCE OF Paknet-—! 2” MIN. COMPACTED DEPTH ASPHALT TREATED BASE. DWN. BY DATE JOB NO. . 7 post SS he ae BASE COURSE. 6632 SOUTH 191ST PLACE, SUITE E-102 * KENT, WA 980352 DAN T JUNE 2000 739-011-001 SUITABLE NATIVE MATERIAL. PHONE (425) 251-0665 FAX (425) 251-0625 25th PLACE NE ROAD SECTION CHKD. BY SCALE SHEET MHT 1 = oY 2 OF 4 PP-00-/0/ D: \7 3 9 0 1 1 P P . d w a W 1/4 CORNER SEC 3-23-5 [ FOUND 3” BRASS DISK W/ ”X” (6/00) (6/00) IN CONCRETE. AT TEE INTER. OF NE 20th STREET & UNION AVE NE FOUND 3/16” BRASS PLUG IN CONCRETE. AT THE INTER. OF NE 24th STREET & UNION AVE NE RIM EL = INV EL = 435,.35’'—24”"CONC N&S PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON A 1+18 EX SD MH = 438.80’ =ereRPzre== 2+00} a = nm Ho STA 1+80 EX SD CB 434.07’ STA 1+98.60 EX SD CB RIM EL = 432.34 INV EL = 430.14’-8"CMP E UNION / A VE 430.17’—24”CONC N&S RIM EL 426.40’ INV EL INV EL INV EL NE STA 2457.30 EX SD MH 423.50’-24”"CMP N 423.40-24”CONC S$ 424.40-12"CONC W STA 3+57.9 EX SD CB _ _— —_— _—_—_——— RIM EL INV EL 416.81" 413.41—24”"CMP 120 ( IN FEET ) 1 inch = 30 ft. = ES en RY 4 _ _ , EX SSMH TO oa = a — Eee a = = = INV EL = 404.78° — 24” CMP CONSTRUCTED BY - |\ 6s (BASIS OF BEARING)/ J a, ee GK — SS LONG PLAT sam a = W 2302.67’ (KCAS) _\ _ oo S \ 2302.54 (MEA: 1400.00 £ UNION AVE NE ~74+00.00 S NE 25th PL STA —1+166.75 EX SD CB | RIM EL = 441.88" INV EL = 438.68’-12”CMP STA 2+50 EX SD CB RIM EL = 435.45’ + INV EL = 432.65’—-12”CONC SNS | EX SSMH J RIM EL 436.03' INV EL 431.63'— 8” STAMPED ELEVATION = extn BS IM EL =’432.47’ A 1496.5’ EX ce? 4.34, 72’—42”CMP '20°x2Q _/ DRINE Sr | WONT | Ay EASEMENT 0.72 \ R \ iy | \ LOT 70 |X | \AS | 9 O0 0 ? hd - eat rs ey ee es ee 20 " JO I N T EA S E M E N T IN B E 2 9 25 W a Ee \ 8) ! —95.00*— X-szihoo aan 20°x20’ JIONT \ DRIVEWAY EASEMENT | | LOT 9° 51 . 5 0 i \ { } | ' i \ | — sorss'ss"y = 95.00” 145,72 60.00. BENCHMARK: CITY OF RENTON MON #1920; 3” BRASS DISK ” KING COUNTY SURVEY MONUMNET EN-61 1973” IN SIDEWALK ON THE EAST SIDE OF RAINIER AVE _S. LOCATED NORTH SIDE OF SOUTHERLY DRWY AT 604 RAINER AVE S. 27.87 (8.49M) ~~~ = ~~~ S_.01°55'58" W—___ NN ane NS FOUND 1/2” BRASS W/PUNCH IN CONCRETE. (6/00) FO 384.00" W 1/4 CORNER SEC 3-23-5 WA S8 8 ' 2 9 ' 2 5 " E 26 3 5 . 6 2 ’ N 1/ 4 CO R N E R SE C T I O N 3- 2 3 - 5 FO U N D 1” IR O N PI P E TOUMA ENGINEERS & LAND SURVEYORS 6632 SOUTH 191ST PLACE, SUITE E-102 * KENT, WA 98032 PHONE (425) 251-0665 UTILITIES PLAN FOR ROBERT E DYKEMAN DWN. BY DATE JOB NO. FAX (425) 251-0625 DAN T JUNE 2000 739-011-001 CHKD. BY SCALE SHEET MHT 1” = 30’ 3 OF 4 a PP-0D-/0/ PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON W 1/4 CORNER SEC 3-23-5 | FOUND 3” BRASS DISK W/ "X” IN CONCRETE. AT TEE INTER. OF NE 20th STREET & UNION AVE NE (6/00) FOUND 3/16” BRASS PLUG IN CONCRETE. AT THE INTER. OF NE 24th STREET & UNION AVE NE i inch = 30 ft. aie — — ~— th = = — . Se SS oe (BASIS OF BEARING)” 7S NA og y > 078859" Ww 2502.67" (KCAS) — ty S =~ 7) + 2508.94" | so aka ~ i yo 5400 a= =f / | | . z ~~ eer + HO +— +— i © . 584.00 anal EO ace rT say a J DITCH > as y Sf ' HON AVI ee Gina cemeenceaaatige nn ae ANN evererrrsrrs reo, sess) RE an W 1/4 CORNER SEC 3-23-5 450B8 SMa ee Nb ) BS Lo PUR ee aes W/PUNCH | i \ % — < ral ee : | \ *s “\% ? \ ! - Yy, | 16 \ i ns ie a cA 12 iz i BS a ENE | a | .. hu}. bal is \ oS © N\ ly olOys oT. No an be 2 || 9 B18 ; tk ; S No | iz PR IS. ae" KY o N q | ene Le) “Sikes OF ok Pood [In Al] ® ‘ | Soh fy =\T% S . i : / \ 5 G re | Lay | } \ \ *\ | a ny i | f \ \ . a i GU] ak T = \ a Ss | 2 ALR 2 ee ences pli) Ee Yate q SS a QO tT I . i N \ \ in 2 s) TR TN aaa : : & if A . | YY) t Ke \ z M1! Pie! 3 | ; | | ; \ = \ | PD a ae oe \ a \ \ Ce ee ee . : \ | . \ | f } AVEL Dp — ~~-~~-~~ S_.O7°55§’58*Sy7~. a = wi SN } | _® <a - Se | a ae “335.72? > Ta\ GENERAL NOTE | ! / N O\ ALL TREES WILL BE REMOVED | F fe <F SO J O * . \ 30 7 | \ / | ! | \ { | 4 S TREE PLAN FOR TOUMA ENGINEERS ROBERT E DYKEMAN & LAND SURVEYORS _ 95050) DWN: BY DATE JOB NO. 6632 SOUTH 191ST PLACE, SUITE E-102 * KENT, WA 98032 PHONE (425) 251-0665 FAX (425) 251-0625 DAN JUNE 2000 739-011-001 CHKD. BY SCALE SHEET MHT 1" = 30’ 4 OF 4 PP-00-7 0/ W 1/4 CORNER SEC 3-23-5 (6/00) (6/00) 062. 78’ 1+00.00_E UNION AVE NE 1+00.00 S NE 25th PL SURVEY NOTES | | FOUND 3” BRASS DISK W/ ”x” IN CONCRETE. AT TEE INTER. OF NE 20th STREET & UNION AVE NE FOUND 3/16” BRASS PLUG IN CONCRETE. AT THE INTER. OF NE 24th STREET & UNION AVE NE — © [ — PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON UNION AVE NE 30 (e) 15 30 (BASIS OF BEARING) 18 1 . 5 0 ’ W GRAPHIC SCALE 60 120 ( IN FEET ) 1 inch = 30 ft. N 88 ' 2 9 ' 2 5 ” | | iid ; i FE Ly ty fs 0! S Tj! fs Z|! f $I \) <a | a6? Ly is = | | | 2, . sugo 5 0195'59” W 2302.67’ (KCAS) _ ta 8 4. 2302.54" (MEAS) 4+00 Seon a _ NS eee fe _ +00 Om = ; e fo. fee! I~ _ % 384.00’ a me ie =e Se ese rea At 8 nero cece : iS N 01°35 5256” 2 oo : . — _ W 1/4 CORNER SEC 3-23-5 2155 DI. 2. OOo S FOUND 1/2” BRASS W/PUNCH _—_ 50.72 | | 60.0) i 6 ’ f= st — — — — ~ WN CONCRETE. (6/00) 20'x20’ MONT =) oe on 0.00} | ' 50.00 0.00 DRIVEWAY EASEMENT = i (Qi po. — —_- ——_- —_ ___ | 1 ! ! I 9 | 1% [7 -4- a , 4 ron S LOT 717 ; 4 TT [~~ “| S [os SS —- = —s ___SE_95TH STREET S 5,700 sq.ft. IS | iS Na I ! | © ! 0.13 acres © 3 . ; I & & + : SITE |i kl Lor 4 LoT 2/:8| :|Lorl3a 4 Lor 48/83 lo ria i 4,565 sq.ft. 5,400 sq.ft. | Sixt | 5.400 sq.ft a 4500 sa.ft. BIS — YH r Ble 20m — NOT 55°59*E —_| ! ¢ 0.10 acres ® S 0.12 acres % i. | | 0.12 aces ; OG} 2.70 acres N x = ta w "95 00° | D> | 1 WIN | ) F Tes 96 ef 00’. ] iN. 1 2 E 24 ST [ 9-80 2 1 —. _ _F- Lo gfe z = 8 2 § 2 1 ! = N i = 0x2 0!_O iS ~ S| Qs ; S]% | DRIVEWAY EASBNEN Te 8 LOT 170 | NSP--~-_____ J} _ ele! | 78 S 4,750 sq.ft. NG ‘cmIrg" eee pe NG. eet LL N | a | 0.11 acres | © NO195 59°E NO1°55 82°E———|__1_NOQ1°55’5 oe seme SUNSET BLVD NE ary % 5072 7. oo PEt N0155’59°E > —— iad | alia SE 60.00'\ , | _NO1°55'°59°F _ \ Ex HOU 00 t | VICINITY ! —95.00~— 5 —— it~ popes eae \) bff : ens brats 4-7" 7f---— wi 0'x20’ JIONT Ye) 3 | B | ds PLAT DATA VEWAY EASEMENT : 3 : 2 at | & N lo}. 8B Ok . | re y TOTAL AREA = 60,934 sq. ft. = 1.40 Acres i: LOT 9 ad ee : 3 le 3 8 N Q} & STREET DEDICATION = NONE SB | 4893 saf | 8] | LOT 8 Rls LOT 7 Ai~ LOT 6 LOTS | 4% ZONE = R 8 0.11 acres 6,541 sq.ft. ? 5,490 sq. 2 5,490 sq. ft. Q 8,205 sq.ft. 0) 4) PROPOSED NUMBER OF LOTS = 117 | | 0.15 acres S 0.13 acrés | 0.13 acres © > 19 eores | PROPOSED DENSITY = 7.86 DU/ACRE SOT 5558" W L 7 | OX ot [ he. Zz PERMITTED DENSITY = 11 DU/ACRE = 95.00" a GAR ._ sag =i OWNER/DE VELOPER < ae ROBERT E. DYKEMAN : 145,72 60 cet 14029 SE 124TH STREET . OO = 60.00 70.00 RENTON, WA 98059 S 01°55’58” w ES — (425)235—0412 9-72 ENGINEER /SURVE YOR TOUMA ENGINNERS & LAND SURVEYORS CSP KABE TARA 6632 S 191st PLACE SUITE E 102 SOOdD ne KENT, WASHINGTON 98032 LOT 7 (425)251-0665 AQUIFER PROTECTION NOTICE THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON’S LEGAL DESCRIPTION AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS TH 7 OF THE NORTH 71 FEET OF THE CITY OF RENTON ORDINANCE #4367. THIS CITY’S SOLE ar eer re, OF a oes ae rf 7 SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW SECTION 3. TOWNSHIP 23 NORTH. RANGE 5 EAST. WM: AQUIFER UNDER THE CITY'S SURFACE. THERE IS NO NATURAL BARRIER , , , : BETWEEN THE WATER TABLE AND GROUND SURFACE. EXTREME CARE SHOULD EXCEPT THE COUNTY ROAD BE EXERCISED WHEN HANDLING ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM CONTACT WTH THE GROUND SITUATE IN THE CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON INSTRUMENT: NIKON TOTAL STATION DTM—A10LG (5 SECOND INSTRUMENT). METHOD USED: FIELD TRAVERSE WITH ACTUAL SURFACE. IT 1S THE HOMEOWNERS RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER. wa $8 8 ' 2 9 ° 2 5 " E 26 3 5 . 6 2 ’ N 1/ 4 CO R N E R SE C T I O N 3- 2 3 - 5 FO U N D .1 ” IR O N PI P E DYKEMAN PRELIMINARY PLAT FIELD MEASUREMENTS AND ANGLES WAC 332-130-070 DATE OF SURVEY: JULY 1997 SURVEY NOTES TOUMA ENGINEERS FOR BASIS OF BEARING: NORTH LINE OF THE NE 1/4 THE DESCRIPTION CONTAINED IN PSE ROBERT E DYKEMAN SEC 19-23-5 (N 89°42'36” W) ELECTRIC TRANSMISSION LINE EASEMENT & LAND SURVEYORS on NO. 3243248 IS NOT SUFFICIENT TO as — SOG NO. ee BENCHMARK: CITY OF RENTON MON #1920; 3° BRASS DISK’ DETERMINE ITS EXCAT LOCATION. 6632 SOUTH 191ST PLACE, SUITE E-102 * KENT, WA 98032 = oe ° STAMPED ” KING COUNTY SURVEY MONUMNET EN—61 1973 BHONG (420) BST OOS FAR (425) 251-0e2s DAN T JUNE 2000 739-011-001 IN SIDEWALK ON THE EAST SIDE OF RAINIER AVE S. LOCATED NORTH SIDE OF SOUTHERLY DRWY AT 604 RAINER AVE S. CHKD. BY SCALE SHEET ELEVATION = 27.87’ (8.49M) MHT 1” = 30 1 GE A PP-n - in PORTION OF THE NW 1/4 OF THE NW 1/4 OF LUA— SECTION 3, TOWNSAIP 23 NORTH, RANGE 5 EAST, W.M. LND W 1/4 CORNER SEC 3-23-5 > FOUND S” BRASS DISK W/ x" CITY OF RENTON, STATE OF WASHINGTON IN CONCRETE. AT TEE INTER. OF NE 20th STREET & UNION AVE NE a a (6/00) FOUND 3/16” BRASS PLUG GRAPHIC SCALE IN CONCRETE. AT THE INTER. OF G& NE 24th STREET & UNION AVE NE! } vo (6/4 00) ai vs fs u a IN FEET ) La = UNION _A VE NE 1 inch = 30 ft. 7 eB = __| \ \ \ . (BASIS OF Beanie) 4 OS NNN oe - \ \ \ \ S 0155’59" wr 4 a © \ \ \ S409 ay 2502.67’ (KEAS) \ \ ~\ iS) by | 3 / fue _ } a a - — _ 2302.54’ (MEAS & 4+00\ FS f ‘| ~) / | i . sy sfi— fF a sf — fi ! | > | 384.00’ ~ 1 homo Z Ls “i M A oe me a: Be rr { 3 ~ if 14.00.00 £ UNION AVE NE fo) j re een _ W 1/4 CORNER SEC 3-23-5 ae ae - ol an | ae 8 FOUND 1/2” BRASS W/PUNCH / = } i (y \ | 9 DRIVEWAY EASEMENT “| | ! 8] | a se } ; ak F ] . | | } j . yy " ei Lor 17 | iar Pry fe = Xe . ! | | | ’ | _ as 410 5,700 ,8q. ft. | i & | | & / i im ‘ ll a tu 1 i | , | ! oo . t 0.13’ acres fo i { KI to ae & Sl Sh 8 a Od bor 1 Bly cor. 2 Tre} 1n0T 3.8 Tihs Sea , C! | 4,565 sq. Kt. 5,400 sq.f.~ t oS \_sq.ft \p 4, 500 sq.ft. ASR ~ i. . © My | / O155°59°E — i og \,0.10 acres “O.12~aeres | HR ~-+-+-O-12 acres NES ONO acres © ; |, Ne) N | / \ 4 \ i ee a 1) ; ~ ~ b a ik NS = \ ee . Y | | ~95.00— — XN | L_ SSH fd Neri) hee ~~ AR SS PH OO ~ j < \ | =S\ = <= co —_——— _| 1 S|FD ; mY e os. ae B~3 Q ~ = ! S A -< te a a) 0°x20"- ONT | a Sy | by “s fog | yO .. DRNEWAY EA. EN Fe S& % -* a NL \ \ Hw Lay is Sik rc =— = + i ie igs me meee —~S \ and Sy | © | ne WE NOT = - . \ =e | LQ | ive) Fi a . UOUSE 60 Oo’ \ ] 50 00” ~~, \ = ks Lt olin bk 55S RE | } es —~ +94 ! a | | x) j ? a mo ==-4 f \ \ e Nz QO) i 7 a ae \I2 ss ! , |) PPO 20x20’ JIONT SOF = — | | pan ai c | Nho DRIVEWAY EASEMENT | | Na io . s, \ - \ —™\ hb ND ; 7 i sk SN N “ \ \ ‘Ss : i TT ity 2 LOT 9) 6 NRX . Sle \ BPR tin} | PMopey | 48s see) | BLT Lk F.8 Ne LO ; LOT 6 2 LOT 5 ‘| 2% £25 me | pnt eRe: | | 6,541 39.7 ai _5,490°S 5,490 sq.ft. ~~ § 3,205 sq.ft. Y OE : \ Zz | 0.75 acres Sh 0.13 acre 0.13 acres © Og epeietlie \ ‘ | | : = St O7 55°58 "Ww s, —_ | NK ae NN _| \ 7 i ee \ ra | yy S 95.00" ae ace 7 i aanetmsion ' oS \ Ss, Za N 145 72 aes a a ~ ™ \ a ! eo ee 60.00 : 76.00 | CRAVEL Dp - -S-.01-°55’58*~ yw ; : ~ “S35. 72 3 i _\ | — ee Vv — . \ | N \ ~ \ | ~ ; oN ! FFSECOAO 7 ‘ 30’ C)T 47 se \ 5 | . S | . 3 . ' 30.00 - - 30.00 ) | 17.00 18.00-— 5 0.50" = 105+/-05 —s = 4 = ie ! _2% = xd ty ee 9:1 AX ie \ | pa S 1 WIDTH SAWCUT—" 2” MIN. COMPACTED DEPTH CLASS ‘2 ASPHALT CONCRETE 2” MIN. COMPACTED DEPTH ASPHAL ; EX. EDGE OF PAVEMENT—— 4” MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE. &” MIN. COMPACTED DEPTH CLASS “8” GRAVEL OR SUITABLE NATIVE MATERIAL. ; UNION AVE NE ROAD SECTION f 50.00". Se 30.00" f } 17.00’ .00°/22.00° , a a we GRADING PLAN . "705'4/-05 | oe ______——zm ssramtien ——— — 24 = FOR \ TOUMA ENGINEERS ROBERT E DYKEMAN ? 1° WIDTH SAWCUT— 2" MIN. COMPACTED DEPTH CLASS "B” ASPHALT CONCRETE Be LAND SUR VE YORS DCE OF PAVEMENT 2” MIN. COMPACTED DEPTH ASPHALT TREATED BASE. DWN. BY DATE JOB NO. EX. EDG PAVEM 4” MIN. COMPACTED DEPTH CUSED SURFACING BASE COURSE. 6632 SOUTH 191ST PLACE, SUITE E-—102 * KENT, WA 98032 © SUTABLE MAINE MATERIAL OE PHONE (425) 251-0665 FAX (425) 251-0625 DAN T JUNE 2000 739—011—001 25th PLACE NE ROAD SECTION CHKD. BY SCALE SHEET MHT 1” = 30’ 2 OF 4 PP-00-/0/ PORTION OF THE NW 1/4 OF THE NW 1/4 OF LUA— SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LND FOUND 3” BRASS DISK W/ ” CITY OF RENTON, STATE OF WASHINGTON [ FOUND 3” BRASS DISK W/ ”X” IN CONCRETE. AT TEE INTER. OF (6/00) RIM EL = 438.80" RIM EL = 434.07’ INV EL = 435.35’-24°CONC N&S/ [Ny © = 45077'-24°CONC N&S STA 2457.30 EX SD MH GRAPHIC SCALE FOUND 3/16” BRASS PLUG ; RIM EL = 426.40’ STA 3457.9 EX SD CB NE 24th STREET & UNION AVE NE STA 1498.60 EX SD CB f= 667,00 “24, GMP N RIM EL = 416.817 9 INV EL = 423.40-24”CONC S INV EL. = 413.41’-24"CMP INV EL = 424.40-12”CONC W (IN FEET ) RIM EL = 432.34 INV EL = 430.14’-—8"CMP E 1 inch = 30 ft. _ _ _ es _ o = s = == = = = -WM. > a ; » EX SSMH TO | \ SS we NE IV EL = 404.78" — 24° CMP CONSTRUCTED BY | | ) 7 >. so a= _ S LONG PLAT ed, a, 2302.67’ (KCAS) ae | \ S \ sd \ \ 2904.. 54” (MEA: r - = \ | ___EXIGTING BRKEI. WA. > Pf | = ic - - S =o ' , | FN : 00’ wolves | ae or “2 . a f- t L | oo i fh eS + i 8 : rf = ; ; ‘ = t 17 F UNION AVE N o ieceieetiediecs diay Wt OF PS 5 TERY OO aD ny ge SET WEEE S Sn _ a_ W 1/4 CORNER SEC 3-23-5 re Ub VT ppo.on Tt ake) : — oe NE ~_ e FOUND 1/2” BRASS W/PUNCH ° : PPS A 1+96.5°EX CB Ya | j90.72 —— Ee - IN CONCRETE. (6/00) S| IM EL =“432.47’ 20° x2Q} PIONT | i 7 Op | _/ DRIVEWAY EASEMENT =} ‘ - é \ { a _ fi e OS Sr. t ! [ | =T IS IQ STA -1+166.75 EX SD CB ; i [A iad RIM EL = 441.88" | | | |, ras . re ul, INV EL = 438.68’-12”CMP 7 (as |] &§ p= - Re Q | 4 j q Pn i. BS | 7 { pi 7boT 7 & Ja 1] 9 a8 & \ ! \ 5 . a ss © | FTE | \ 18 <q ON IQ 19 \ \ | KS = qi~ Y | 1 9) \ \ dy q \ bp) ! x | 2] \ FF 09 . = TE Sy, | © ras ON Bu STA 2+50 EX SD CB | “ WENT \¥ * Og RIM EL = 435.45’ | Ly | OM PRO --- Hr HH ET EL | 7 ne INV EL = 432.65’-12”CONC N ie epee STA ez ae | S " — S on O | © Le = \ =k i TL ‘ ~ \ \ Os | s _ _* i “ b \, Eo © ~ a abt ee yr a \ \ Ps qd SS PUNT. / ~~- | ere ‘ \ ly. 738 OO) 20x20" JIONT SOK T NON seit INbo DRIVEWAY EASEMENT | | 0) ale) ie LOT 9) \ Ks TOTS | | | xp 9 EX _SSMH 4 | | I SP 09 RIM EL = 436.03" {2 | _ | \ \ = 431.63'— 8” 5 a * Y. \ . S 95.00’ \ S \ 145,72 LPN fa ; \ GRAVEL Dp _— ~ \ ’ eee — =—\ Ly \ , \ ; ~ . , o\ A 4 _ i \ i \ DP TOIOVEO NS | — ~ \ | . 4] w | | . a] a S UTILITIES PLAN BENCHMARK: CITY OF RENTON MON #1920; 3” BRASS DISK FOR ® STAMPED ” KING COUNTY SURVEY MONUMNET EN-—61 1973” TOUMA ENGINEERS T D EMAN IN SIDEWALK ON THE EAST SIDE OF RAINIER AVE_S. LOCATED & LAND SURVEYORS ROBERT E DYK NORTH SIDE OF SOUTHERLY DRWY AT 604 RAINER AVE S. : 6632 SOUTH 191ST PLACE, SUITE E-—102 * KENT, WA 98032 PHONE (425) 251-0665 FAX (425) 251-0625 DAN T JUNE 2000 758-011-001 CHKD. BY SCALE SHEET MHT 1” = 30’ 3 OF 4 Pp-00-/0) PORTION OF THE NW 1/4 OF THE NW 1/4 OF LUA— on come ere + SECTION 3, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M. LND (Ae ge ae mr CITY OF RENTON, STATE OF WASHINGTON [” FOUND 3” BRASS DISK W/ ”X” IN CONCRETE. AT TEE INTER. OF NE 20th STREET & UNION AVE NE (6/00) FOUND 3/16” BRASS PLUG IN CONCRETE. AT THE INTER. OF G NE 24th STREET & UNION AVE NE |! | , (6/00) - ww oq tyv XS sgh ¥ nie oy a W i ( IN FEET ) pone it ; UNION AVE NE 1 inch = 30 ft. see cereweeenne eel Tm O_ ine + / nan === Soe =e Sf | | | , Sh (Basis OF BEARING)” DOK \ / j | \ \ ; | an <= = ; __ / ‘ 2400! \ \ \ g \ °, , ” \ > VA 7 = : 5 mee . : SO 0c | \ \ \ Boe © OM9PS9" W\ 2502.67" (KoAS) . \ }{° | \ | Vt SO} —xtS \ |, 2502,54’ (MEAS) 4400 } \ A | | | % | | s —— — / | : oi : re / / | } i « qa- a = fas Pp eet seers ! * / [_ | “ 584.00’ ~ f Ss W 1/4 CORNER SEC 3-23-5 _/ NE 25 t h PL A C E le 2 : * = : { 1400.00 UNIO = x PS iS) ae y . Ve = t 00. E ON _AVE Ni ie ‘ft L J re ” F406. 00 S NE 25th PL ye . off | H = ——f FOUND 1/2” BRASS W/PUNCH J | ff p>. ! | IN CONCRETE. (6/00) | / 1 P \ ; {a= an nan be (aes he 16 {7 : i © ae EL TN _ LOT . _ | j = ‘ros aN / vA ; wl. ty f LY \ a \ f ; Pal 1 N le PION S Ly oak Qi | Mm EhQT Co LA LF 110 BIS © | [Pde Be C 46 si aN 2 | { / 4 \ = —- ‘ , oN e be = Ne) N | (a © + a= 7 aN = ~ Y ai | 47) [5 r+ eye YN s. |] ‘00 F788 IN \Wox 1 “S\IR S | i “LQT 10 | | \ Ih ge : 3 \ \ \ : I \ \ | | , | ae | an NE Te MPN | 5S } pepe Po : “ss . | > * Se i ee ee 4 ak, “ [\ Os | } ug: Mo ee So Or } \ ; % hy we | 3 eg > me ‘ees ee DS 1 “~~ Me z iP Te ‘og | oo. 1 \ IS 2 | | | | LOT 9\ ~ | ; CRAVEL pp oe oe ee SOF 5 5’ 528 or. 7 — ~S : | cae tease ee NS35.72) GENERAL NOTE ! if oe Se SS N —, . \ | : “ ae NS . \ \ ALL TREES WLL BE REMOVED i (i Zé 4. & la 5 AP N —_ | \ 4 2 \ TREE PLAN FOR TOUMA ENGINEERS & LAND SURVEYORS ROBERT E DYKEMAN DWN. BY DATE JOB NO. 6632 SOUTH 191ST PLACE, SUITE £-102 * KENT, WA 98032 PHONE (425) 251-0665 FAX (425) 251-0625 DAN T JUNE 2000 739-011-001 CHKD. BY SCALE SHEET MHT 1° = 30 4 OF 4 PP-00-(0]/