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HomeMy WebLinkAboutLarge Formatdrought tolerant planting (typ.) — — — — — — — — — — —1 I I I LOT 8 8,806 SQ. FT. 0.202 ACRES I I I — — — — — — — — — — J I I I I I I I I LOT 5 5,984 SQ. FT. 0.137 ACRES I I LOT 6 6,617 SQ. FT. 0.152 ACRES TRACT "A" 3,191 SQ. FT. DRAINAGE TRACT 0.073 ACRES ALLEY — — —1 Scale: 1" = 20'-0" NORTH W O N O 0 drought tolerant planting (typ.) I stake tree with (2) treated 2" 0 lodgepole pine doweled tree stakes (8'-0" length) loop each tie around half tree loosely to provide 1" slack for trunk growth W e "chainlock" or equal tree tie material (1" width) nail or staple tree tie material to stake to hold vertically. loop each tie around half tree W r" LO loosely to provide 1" slack for trunk growth 00 0) 2"-3" mulch depth, tapered at trunk Z 0 00 mulch tree pit min 5'-0" length x full I) planting strip width between curb and sidewalk (for planting strips less than 6-0"wide.) provide 5'-0" 0 mulch ring for 0 planting strips wider than 6-0" oo sidewalk _I 0 W roughen sides of planting hole maximize excavated area without undermining adjacent paving/curb D remove all wire & string, and remove all burlap from top 2/3 of rootball native backfill soil amendment with 25% (@1/3 cu yd) decomposed organic mulch amendment for entire tree pit area x rootball depth undisturbed subgrade (provides firm base so that rootball will not sink) -0" mi M notes: 1. installation includes removal of stakes one year after installation 2. shape soil surface to provide 3diameter watering ring set top of root crown 2" above -6" mi adjacent curb & sidewalk grade 18" deep root barrier per mfr. specs. (typ. within 10' of paving) min. width of tree pit=2 times rootball diameter or 5'-0" whichever is greater mulch area to be clear of grass, weeds, etc. to reduce competition with tree roots tree pit depth=rootball depth (measure before digging to avoid overexcavation) r drive stakes 6" to 1'-0" into ®undisturbed soil below rootball drive stake at rootball edge (typ.) Scale: n.t.s ()EVEr.ona 1F--Nt- p, ,r ; ci;y0 F;`�"'i"), l a n d s c a p e a r c h i t e c t u r e NORTHEAST 1 /4, NORTHWEST 1 /4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M ., KING COUNTY, WASH N GTON SCALE IN FEET 20 10 0 20 40 SCALE : 1" = 20' 8 LEUhND.-.-- 4,37.0] FINISHED FLOOR ELEVATION SHEET FLOW RUNOFF DIRECTI CATCH BASIN PROP STORM DRAIN SD SB— PROP HOUSE CONNECTION 71 0 = N Z C m 0 o = 1r0 00 CALL 48 HOURS BEFORE YOU DIG 1— 800-- 424— 5555 REV.I DATE j GARY A. & DENISE Y. LONG 1058 CHELAN AVENUE NE I' 4 102305 9332 is $: 3 �° �( �' COD CN LLJ n Q CD 436 W N. to ,I z = o cD ` Mo III , 4' WOOD FENCE 4' WOOD FENCE \ WN8834'18"W ' om_!@ 41.93 ------' i ICP _ C1;'VOCD FENCE- Q[I z LO CDw I I o ' I W r QSHED _ OT 4 CD LOT 8 [36.5 '436.0 Q y_". °aLOT 5� —t1iC d o z I I I 436.0 i L----------- _ W W I 1 I 1--______ I I Ec ° P M ' X .FT F— — — — — — — -� I �-- — — — — — — — — — —� r.I °a s �� 1-.; W\ i Q EX. SD z I Q Cf) �I i W = I EX WM Cn U U) PROP 5' S/W � I © ICn l a .n T I e, \ — 4' BARBED 'WIRE FENCE S 8 9' 3 4"E 286.2 6.2 6' f f 4 x8 PRECAST STORMFILTER VAULT 1 1 w rn HERITAGE HOMES, INC. 102305 9005 DR. APP. I ENGINEER DHC CIVIL ENGINEERING LTD. 6426 NE 198th St., Kenmore, WA 98028 Ph. 206-499-1993 PROJECT CITY OF RENTON 1 of wS y I7 q� J 2G M307 W s R EXPIRES 01/26/ PROJECT It+ 0 f 00 f C €b s w z w z w z v z z :3 O w z 1w- z �y N z 7 CD oC/) I w z E1 0 BOON PHANNY SHORT PLAT SITE INFORMATION PARCEL # 1023059139 ZONING R-8 LOT AREA 57,664 SF (1.324 ac) EXISTIND CONDITIONS ON SITE BUILDING 500 SF ON SITE DRIVEWAY AREA 0 SF OFFSITE SIDEWALK AREA 0 SF TOTAL EXISTING IMPERVIOUS AREA 500 SF (0.01 ac) TOTAL EXISTING PERVIOUS AREA 58,524 SF (1.31 ac) TOTAL AREA 59,024 SF (1.324 ac) PROPOSED CONDITIONS ON SITE BLDG AREA 21, 720 SF ON SITE ROADWAY 7,200 SF OFF SITE SIDEWALK & ASOHALT 1,360 SF TOTAL PROPOSED IMPERVIOUS AREA 30,280 SF (0.7 cc) TOTAL PROPOSED PERVIOUS AREA 28,744 SF (0.66 cc) TOTAL AREA 59,024 SF (1.36 cc) A 15'x15O'x4.5' vault is required to provide a Level 2 flow control as per KCSWDM. FTS) 3E JVIIrI LJLL IYr\IIYL VI\ I ILL IVIr\1 LI\1/-lL TYPICAL CHELAN PL NE & ALLEY SECTION N.T.S. TITLE PROJECT NO. DRAINAGE & GRADING 13-07 SCALE DATE DRAWING NO. AS NOTED JULY 2007 SHEET NO. DRAWN DC/TN CHECKED — C 2 OF 3 DESIGN D.H.C. JOB NO. 0EC t `7 20 SCALE IN FEET 20 10 0 20 SCALE : 1" = 20' z 0 F- Q W _I W REV.I DATE NORTHEAST 1 /4, NORTHWEST 1 /4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M ., KING COUNTY, WASH I N GTON CD i m I I LOT 4 Ld ' I LOT 8 I I I LOT 5 z I I I I L_- w- 40 w w -i ----------� I L-----------� I --- ' ' N c I I I LOT 3 ' 053 1 ALLEY 01 1— 2+00 3+00 �--� — — I -- -- — ---- — -- — _ — D ( �--- cn— L-----------� ,-- WI 1 I-- WM = i' 18 WATER EASEMENT I I o cn i U i I I ± I LOT 2 I I I 20' LOT 7 1 1 1 ,,�,LOT 6 ► ER I cn [—II -� _ I I I I ► 'I W L_ t 440A 430.t PVI STA: 2+12.50 PVI ELEV. 437.48 K: 21.56 i yr. . an nn rL 700 M 1+53 - 1+00 "ten. 2+00 3+00 00 0)+ + rn .- N lit m U m W',W 1.02% 1.91 EX. GRADE — — — -- PROP. GRADE �8 0 i o i i i �I mot- N N 0-) 00 (3) O 0) O 4n O N� Ln N LC)00 Ln O O O O O O -1-CU O N N N N � Q0 f` � rq 0+53 1-+ 00 2+00 DR. APP. ENGINEER DHC CIVIL ENGINEERING LTD. 6426 NE 198th St., Kenmore, WA 98028 Ph. 206-499-1993 PROJECT CITY OF RENTON 3+00 E0.0 50.0 ► M ' I ��� -i ---� i I N 0 G� ® ,.,., u" i i 0-) ® or ¢3s I I Ln A I o _ Z L——— m I — — — — --— 81� � N c0 10+00 C H E L A N P L I . E. 11+00 + — Z -- -- i — — I — — M _N O� 0-) g38 ► I 00 ! I 0 I i o I I N I� I I I ► I 0o I I i 0.78' L----- - - - - - � ----3' BARBED WIRE FENCE 0.82' 12+00 + r- i I F-- i I r`' 0 I l 0 1 1 1 I I I I I I I 1 1.3 19 12+50 PM STA: 11+35.36 MA ELEV: 438.11 K: 49.07 LVC: 100.00 Coto 10 00 LO r- 11+00 PROP.; GRADE ui ^ 12 00 12 50 440. o rn - + n - 0.0 EX. GR DE R U m U > W m w — _ z _ 0 h W Lil 30.0 430. r� O N d O O O O O 0 O O N O coo. d L LO CO O O O c0 j r� r� rq � r`) r9 � ) � r'� 1-) f � O � L d- 15+00 11 +00 12+00 12+50 ,.' of WS y PROJECT pc) z� 38307 /QNAL EXPIRES 01/26/ BOUN PHANNY SHORT PLAT TI TILE ROAD PROFILES SCALE DATE AS NOTED OCT. 2007 DRAWN DC/TN CHECKED DESIGN D.H.C. PROJECT NO. 13- 07 DRAWING NO. SHEET NO. C 3 OF 3 JOB NO. DEVELOE'AJEN1 FLANNNNG C9;y CIF i=iEN-i0,i RECEIVED NORTHEAST 1 /4, NORTHWEST 1 /4 OF SECTION 10, TOWNSHIP W.M., KING COUNTY, WASI-II ON SCALE IN FEET 200 100 0 200 400 SCALE : 1" = 200' REV.I DATE DR. APP. I ENGINEER DHC CIVIL ENGINEERING LTC. 6426 NE 198th St., Kenmore, WA 98028 Ph. 206-499-1993 PROJECT CITY OF REN TON ff Q I I � I --PRbJECT 1, 38307 �x,AL w -.r EXPIRES 01/26/ PROJECT lolowi K'M M M l 1111! i TITLE PROJECT NO. NEIGHBORHOOD DETAIL 13-07 SCALE DATE DRAWING NO. AS NOTED JULY 2007 SHEET NO. DRAWN DC/TN CHECKED 1 OF DESIGN D.H.C. _ JOB NO. 4 1 �� J loin 031 NOTE: THIS PORTION OF RIGHT OF WAY TO BE IMPROVED BY VUONG SHORT PLAT. V) i� C) ,, a1pp / V A , ) C) �./ ® I 1 "Go all, '10W 1 1 18.01' , -� ---- -- -- - 1 " S. WE, N. 110.', I- 1/2, S.W. 1/4, N.E. 1/4, NX 1/4, SEC. 10-2,J-5 1 1 � O bi � P TITLE REPORT SPECIAL EXCEPTIONS NOTE: NOTE 3 DESCRIBES AN AGREEMENT AND THE TERMS AND CON0111ONS THEREOF: BY: ALBERT F. NEVIN AND LLOYD RONGHOLT AND KAY RONHOLT I to RECORDED: APRIL 11, 1990 1 RECORDING NUMBER: 9004111113 CHARY A & IIENISE Y, LONG I REGARDING: INDEMNIFICATION REGARDING THE USE OF AN 1.58 CHELAN AVENUE NE EASEMENT OVER PROPERTY ADJACENT ON THE WEST. _02305 9332 NOTE: THE BENEFICIAL EASEMENT MENTIONED THEREIN MAY NOT BE USABLE BY OUR PROPERTY AS THE CITY OF RENTON OWNS • THE WEST 12 FEET ADJACENT. — 61.78' I — — —1 F — — — 79.80' I I I I I LOT 8 I 8,806 SQ. FT. ( • I 0.202 ACRES I i o I LOT 5,984 SQ. FT. 0.137 ACRES ---_---J L------ L-31.42' R=20.00' b=90`00'00" 59976' _ _ 59.76' ---- 18' WATER EASEMENT N8959'53"W 119.52' REC. No. EASE 2 2 0' PUBLIC RIGHT ' I N89 3"WOF WAY ALLEY 001, REPORT SPECI& EXCEPTIONS NO p'® NOTE 1 DESCRIBES AN ELEC1WC TRANSMISSION AND/OR DISTRIBUTION SYSTEM EASEMENT OVER All UNDISCLOSED PORTION OF THIS PROPERTY. I I� I I I LOT 7 6,450 SQ. FT. _ I 0.148 ACRES 00 I r- — — — — LOT 6 6,617 SQ. FT. 0.152 ACRES J I I 1 L--_ -� —_- 79.78' I RAI:T �A» N88129"34"W 159.57' I 3,191 SQ. FT. DRAINAGE TRACT I 0.073 ACRES S. UK N. =04', E. 1/Y, S.W.1/4, N.E. 1/4, NX 1/4, SEC. 10°21--5 20.01' 95.28' r- --- — _._.. — — � I LOT 4 ri 0 4,785 SQ. FT. I n 0.110 ACRES 1 w L — — —9,--,— -j — or, wa CO 7,538 SQ. FT. 0.173 ACRES i� CN tY . 0 NV) I I I LOT 3 1 +, LO 1 4,764 SQ. FT. 0.109 ACRES 1 w I Cq L �I N8-9'34"' cv I 95.28 p— — — — "-- N I 1 _ C 0 I LOT 2 I LO I 4,764 SQ. FT. 1 I I 0.109 ACRES 0 L 1 — — — J - - N8829'.14"W I I 1 I" I LOT 1 CD 4,764 SQ. FT. 0.109 ACRES I L— — — _. J '29'341 236.26' N. 2�1' E. 1%, -------------- HERITAGE gqi51ES, 1tdC� S.W.1/4, N.E, /4, N.� i.1i�i L7YS1 �V l� 1/4, 'C. r-5 1 1 1 1 1 3 cn ci 1 1 NI " I ''I AND ASSOCIATES, INC. Survey/ng, Mapping and Land Planing P.O. BOX 4173 Federal Way, Washington 98063-4173 Des Moines (253) 838-1199 Tacoma (253) 272-9858 FAX (253) 838-8164 SCALE: i INCH = 30 FT. NE 1 /4 of N V 1 /4, S. j d ._, T. 3 _N., R. L E.,W.M. Ira R.F D IJi;1 NOV w5201 R EE-1-1vD DWN. BY GATE JOB NO. cis 08/28/0707-026 CHKD. BY SCALE SHEET KRA 1" =30' 2 OF 2 a 0 CO to 0 0 I cL Nn I N 0 r; i v IL 0 z Rn a c v a E O 0 w Nn (0 a.0 I 0 U Na. 0 0 i U NOTE: THIS PORTION OF RIGHT OF WAY TO BE IMPROVED BY VUONG SHORT PLAT. o 0 CA > S. LINE., N. 110.04', I- 1A S,wf 1A N.E. 1/4, NX JA Sm 10-23--5 I ulo o0 TITLE REPORT SPECIAL EXCEPTIONS NOTE: NOTE 3 DESCRIBES AN AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY: ALBERT F. NEVIN AND LOYD RONGHOLT AND KAY RONHOLT RECORDED: APRIL 11, 1990 RECORDING NUMBER: 9004111113 GARY A. & DENISE Y. LONG REGARDING: INDEMNIFICATION REGARDING THE USE OF AN 4 5$ CHELAN AVENUE NE EASEMENT OVER PROPERTY ADJACENT ON THE WEST. 10,12305 9332 a NOTE: THE BENEFICIAL EASEMENT MENTIONED THEREIN MAY NOT BE USABLE BY OUR PROPERTY AS THE CITY OF RENTON OWNS THE WEST 12 FEET ADJACENT. i 00 � ,�.. S. , N. 2.04', �. ,. 1A S. 1/4, N.E. 1/4, w 0 N. 1/4, SEC. 10-23-5 �o .�MEN _ _ — — -. — 95.2--®-- �It%�° i ��n I_ 8 — — 2 — — — 41.93' 0 � Ci -® I LOT 4 �w LOTS I M 4,785 SQ, FT. 8,806 SQ. FT. I " I � `n I 0.110 ACRES I LO 0.202 ACRES LOT 5,984 SQ.FT. ��OO�Y II 0.137 ACRES I L- SCALE. 1 INCH = 30 FT TOUVIT00 Will _NE 1 /4 of NW 1 /4, S. 10 —, T. Z3 —N., R.5-E.,W.M. g R=20.00' 1. 59976' 59.7614 I LOT 3 I iv__11 2- 4,764 SQ. FT.18' WATER EASEMENT N895''53'6 PUBLIC RIGHT 7,538 SQ. FT. 0_ 0.109 ACRES ( °n REC. NO. 4732272 OF WAY 0.173 ACRES N89"59'53"W 110.5Z _ _ ` �� C d L9. — — — ee 0 EXCEPT]59.76' 54,76- Atc 0 . ,_" -` -- o, 7G1-o SG °® �r. �, 9 4WV1�1✓�t�1S�"C`� —. ®• sv' 95.28 g� t NNO E 1 DESCRIBES AN ELECTRIC TRANSMI UNDI OSED PORTION OF THIS PR I I LOT 2 i ,!;'L- ✓ q ° ° I 4,764 SQ. FT. I ® o 0.109 ACRES `O LOT 7 LOT 6 A I 6,617 SQ. FT. I �� o L — — ,450 SQ. FT. ( r 0.152 ACRES I — — — - J .148 ACRES t 9'3 " ' 95.28 v 07 r- — — — — - -1 !C 7� 79 v F z9:7$, �� ' LOT 1 �, n N88'29'34"W 159.57' I4,764 0.109 ACRES FT TRACT A 3LO.;3 191 SQ. FT. DRAINAGE TRACT ' I I ACRES 159.56' `� L — - — �j 20.01, J�. i"T f / I "M��� - - - S8829'347"E 28N6.26' N.�. /2" HERITAGE HOMES, INC. S-w A N.LI/AN.�` 3"v5 998 IA SEC, -5 I421 rl KENNETH R. ANDERSON AND ASSOCIATES, INC. Surveying, Mapp/ng and land Planning P.O. BOX 4173 Federal Way, Washington 98063-4173 Des Moines (253) 838-1199 Tacoma (253) 272-9858 FAX (253) 838-8164 SIR Ala--- OV207 N'i n a ... a `�y" �. DWN. BY DATE JOB NO. Cis 08/28/07 07-026 CHKD. BY SCALE SHEET KRA 1'r=30' 2 OF 2 i.L i- 0 a CL N L0 Ot 3 v Q 0 0 t A C O O_ E 0 v w N m U 0 0 C) O N N U 0 O a03� 1g k a3 ""•'' ® �v'' - _ 0 28" ' •• a33� s � ,j I s t ` E� a3a� S. LINE, N. 110.04', E. 1/2, S.W. IA N.E. 1/4, N. . 1/4, SEC. 10-23-5 4, SECTION 10, v'' GARY LONG -w 7: I HELAN AVENUE NE 1'0230 5 9332 ... • 1 13 •28" aB 2"i/{ Z E8 28 " LEGEND: ... 3 CAT CABLE TELEVISION LINE V/ { --°° --OHE OVERHEAD ELECTRIC LINE g0 w � AGE— UNDERGROUND ELECTRIC LINE a3 x L3 G— GAS LINE n9 p3gOg U La Z� SS� SANITARY SEWER LINE .• =3 SD— STORM DRAIN LINE 0 MB ate' ygSO. xp�p --BT BURIED TELEPHONE LINE —W— WATER LINE TITLE REPORT SPECIAL EXCEPTIONS NOTE: NOTE 3 DESCRIBES AN AGREEMENT AND THE TERMS AND EREOF- # X FENCE (AS NOTED) ,.. gOYNDALBERT ITIONS F. NEVIN AND LLOYD RONGHOLT AND KAY RONHOLT GA :Y A. •: TJE�' I' E Y. LONG x RECORDED: APRIL 11 1990 05''"' BOLLARD _.r� CHELAt••I' AVENUE NE ' RECORDING NUMBER: 9004111113 , r ..-,r_ r. ,� r,. ; C❑ CABLE TV JUNCTION BOX paATVp . I p bb REGARDING: INDEMNIFICATION REGARDING THE USE OF AN ='��= =' - 32 EASEMENT OVER PROPERTY ADJACENT ON THE WEST. 0 ELECRIC CASE NOTE: THE BENEFICIAL EASEMENT MENTIONED THEREIN MAY NOT EJB ka BE USABLEWESTI2 FEETOUR PROPERTY AS THE CITY OF RENTON OWNS ❑ ELECRIC JUNCTION BOX �° �� • • "3 • • • • a'3`'�i 11 ka3g� p3gA a GUY ANCHOR x _ jl kpg k NIP LIGHT STANDARD ? II ` I I S. UNIF, N. 2 .04, E. 1/2, � "• -- GAS METER a0a�2 cy iI s a M S.N. 1/4, N.E. 1/4, N. apt x o =v�l " i I 1/4, SEC. 10-,2—~ pQ GAS VALVE w"' F 4' WGE FENCE 4' WOOD FENCE SS SANITARY SEWER MANHOLE CULVERT ` a1 WOOD FENCE xp3 4 _T 13g STORM DRAIN CATCH BASIN xp` I xp� p,c� co N in 3' BARBED VARE SD STORM DRAIN MANHOLE - •� � c�ka a'�gb .,. w,...o,,..o .,., kp31•i�S'.,,.,,w � �, w ��� TELEPHONE JUNCTION BOX i, x FIRE HYDRANT I SHED LU I WATER BLOW OFF Ci r;", wm ® WATER METER M wv �-- WATER VALVE SIGNAL BOX w a1 1 � �• �I xa310 SIGNAL POLE w k a30 ka xp01 xp31g0 o MAIL BOX 1 ka�11 xa31�3 SIGN 0.60 f STOP SIGN 3 xa ASPHALTIC CONCRETE PAVING w 1 WATER E SEMENT aye, CEMENT CONCRETE PAVING RAC. NO. 4732272 k GRAVEL SURFACE Ike ^92 LAj 0 I I g x a32� I I x x a'3t6, .n2pg � ! ! ! ! 2 a 31 Area b 36ab 101 9 q3 a gib p3b� a A'h a b• a36�6 a36(0 p3b�'g x LLJ Dw �1 ti5 1g p31 P2 p01 y0 `� p31 A� a bs ti9 ate. ! V) .0 41,3-- ---- _`p 7— z T ! 00w v 3d 9g 1 pA p31 �3 p3196 a'�11g p'v c z`� p3 l i I ?31 h y1 96 A'�• l a3g �g p30yp •'• gS x< I Li Z W � Z Z k' o �o o oa :a �tI8 a g3 a'•�21 p�gb p'�g9 a'�69 algi 31ga ! • g b ba a'�3� ag0� a,�9 p�001 x 01 a 1i 0 0b £ i 19 #J • a 13 p,309 xg3g• a . # k k p38 �1 a3019 Doti a�s0 a A91�1 i p 0 A`30 -kill, • xa3�0.p xp�1 a,�cfl k a 1 SCALE 4f PROJECT INFORMATION: ADDRESS: *NO ADDRESS OF RECORD* RENTON, WA 98059 PARCEL NUMBER: 102305 9139 ZONING: R-8 (RESIDENTIAL, 8 UNITS PER ACRE) SITE AREA: 57,664i SQ. FT. / 1.324 ACRES LEGAL DESCRIPTION: THE EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER, SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M., IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 200 FEET; AND EXCEPT THE WEST 12 FEET; AND EXCEPT THE NORTH 110.04 FEET; AND EXCEPT THE SOUTH 148 FEET OF THE NORTH 258.04 FEET; EXCEPT THE EAST 18 FEET OF THE WEST 30 FEET; AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 6380985. TITLE REPORT: 3 THE ABOVE LEGAL DESCRIPTION AND THIS SURVEY ARE BASED UPON PACIFIC NORTHWEST TITLE ' COMPANYOF 'NASINGTON, INC. , SHORT PLAT CERTIFICATE ORDER NUMBER 616798, DATED MARCH 10, 2006 AT 8:00 A.M. ' MERIDIAN: KCAS-KING COUNTY AERIAL SURVEY, LAMBERT GRID COORDINATES, PRODUCED BY WORKS PROJECTS ADMINISTRATION. BASIS OF BEARINGS: BASED UPON THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 10, T 23 N, R 5 E. WM; BEARING: N88'39'01"W. CITY OF RENTON SURVEY CONTROL NETWORK POINT NO. 1844 AND PROJECT CONTROL BASELINE ORIGIN. CITY OF RENTON RECORD COORDINATES IN FEET: N 187285.6819, E 1313391.5202. CITY OF RENTON SURVEY CONTROL NETWORK POINT NO. 1894 AND PROJECT CONTROL BASELINE. CITY OF RENTON COORDINATES IN FEET: N 186648.3767, E 1311364.0407. CALCULATED COORDINATES BASED UPON BASIS OF BEARING IN FEET: N 186648.3519, E 1311363.9651. VERTICAL DATUM: CITY OF RENTON VERTICAL DATUM (NAVD 1988) BENCHMARK: CITY OF RENTON BENCHMARK NUMBER 1844; TACK IN CONCRETE FILLED 2" IRON PIPE IN CASE, AT INTERSECTION OF N.E SUNSET BLVD. AND DUVALL AVE. N.E. ELEVATION = 409.379'. CONTOUR INTERVAL: 1 FOOT '. DATE OF FIELD SURVEY: MAY 31, 2007 KING COUNTY ASSESSORS MAPS OF SECTION 10, T. 23 N., R. 5 E., W.M. KING COUNTY LOT LINE ADJUSTMENT NO. 8803032. KCAS-KING COUNTY CONTROL SURVEY, PRODUCED BY WORKS PROJECTS ADMINISTRATION. KING COUNTY CONTROL SURVEY, DEPARTMENT OF PUBLIC WORKS, SURVEY BRANCH, GEOGRAPHIC INFORMATION SYSTEM, MONUMENT INFORMATION DATABASE. UNDERGROUND NOTE: UNDERGROUND WATER, SEWER, STORM, AND GAS UTILITIES AND STRUCTURAL APPURTENANCES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FOUND SURFACE FEATURES LOCATED IN THE FIELD. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THESE RECORDS. FOR FINAL LOCATION OF THESE AND OTHER EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN, CONTACT THE UTILITY OWNER / AGENCY. UTILITY PROVIDERS: CABLE TELEVISION: COMCAST CABLE 425-398-6131 ELECTRICITY: PUGET SOUND ENERGY 888-225-5773 GAS: PUGET SOUND ENERGY 888-225-5773 SANITARY SEWER: CITY OF RENTON PUBLIC UTILITIES 425-430-7234 STORM DRAIN: KING COUNTY SURFACE WATER MANAGEMENT 206-296-3712 TELEPHONE: QWEST 800-573-1311 WATER: KING COUNTY WATER DISTRICT NO. 90 425-255-9600 DEVELOPNIF1°•IT P sal I JI :C, f 1Em01 v %5 T CALL 48 HOURS BEFORE OR YOU DIG 1-800-424-5555 z O N �1 0 z u Cn . � c C 6 I- c cc:, -J -4- E 1 0 "Cr U - vi O �c� N a)•� 00 0 c 1 �0 °c cn Q no CL C 00 1 z 0)� o >N In C (1y) i cnaE`y O N L� O N •v cn 0 X N �:t0)®I2<W 0 z cn Lei V) 0 CL 0 0 o m 0. z cn z w DRAWN BY: CHECKED BY: cis KRA SCALE: DATE: 1" = 20' 06/06/07 JOB # 0 7 - Lf J"'2 6"' SHEET 1 of 1 NORTHEAST 1 /4, NORTHWEST 1 /4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M ., KING COUNTY, WASH I N GTON SCALE IN FEET 20 10 0 20 40 SCALE : 1" = 20' c� Z 0 Y0) = N z r- m °' 0 o 00 REV.I DATE OR I in O DR. APP. ENGINEER DHC CIVIL ENGINEERING LTD. 6426 NE 198th St., Kenmore, WA 98028 Ph. 206-499-1993 PROJECT CITY OF RENTON �, o WS y Ate_" 2� 3fi.i07 o�F` RFGI- SS/ONAL ENG EXPIRES 01/26/ PROJECT w Z z w Z � a � w z CN z a CN Vl V rY=W� O oCD cn ° w I d � . z � d W a 7 z �I w Q ° T I BOUN PHANNY SHORT PLAT PROJECT INFORMATION: w ADDRESS: *NO ADDRESS OF RECORD* 3 RENTON, WA 98059 m % PARCEL NUMBER: 102305 9139 ZONING: R-8 (RESIDENTIAL, 8 UNITS PER ACRE) SITE AREA: 57,664t SQ. FT. / 1.324 ACRES MERIDIAN: KCAS—KING COUNTY CONTROL SURVEY, LAMBERT GRID COORDINATES, PRODUCED BY WORKS PROJECTS ADMINISTRATION. BASIS OF BEARINGS: BASED UPON THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 3, T 23 N, R 5 E, WM; BEARING: N88°39'01"W. VERTICAL DATUM: CITY OF RENTON VERTICAL DATUM (NAVD 1988) CD BENCHMARK: CITY OF RENTON BENCHMARK NUMBER 1844; TACK IN CONCRETE FILLED 2" IRON PIPE IN CASE, AT INTERSECTION OF N.E SUNSET BLVD. AND DUVALL AVE. N.E. ELEVATION = 409.379. UNDERGROUND NOTE: UNDERGROUND WATER, SEWER, STORM, AND GAS UTILITIES AND STRUCTURAL APPURTENANCES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FOUND SURFACE FEATURES LOCATED IN THE FIELD. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THESE RECORDS. FOR FINAL LOCATION OF THESE AND OTHER EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN, CONTACT THE UTILITY OWNER/ AGENCY. UTILITY PROVIDERS: CABLE TELEVISION: COMCAST CABLE 425-398-6131 ELECTRICITY: PUGET SOUND ENERGY 888-225-5773 GAS: PUGET SOUND ENERGY 888-225-5773 SANITARY SEWER: CITY OF RENTON PUBLIC UTILITIES 425-430-7234 STORM DRAIN: KING COUNTY SURFACE WATER MANAGEMENT 206-296-3712 TELEPHONE: QWEST 800-573-1311 WATER: KING COUNTY WATER DISTRICT NO. 90 425-255-9600 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 i TITLE UTILITIES PLAN SCALE DATE AS NOTED OCT. 2007 DRAWN DC/TN CHECKED DESIGN D.H.C. PROJECT NO. 13— 07 DRAWING NO. SHEET NO. Cl of 3 ILei : ••