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HomeMy WebLinkAboutLarge FormatGRAPHIC SCALE a w L) d J a w m d N J W U N N CJ U N O L a 1 ABETH �' F ` Section 4, Township 23 N, Range 5 E, WiHatnette Meridian, King County, Washington 1 'ALK GENERAL NOTES & UTILITIES: UTILITIES: WATER: CITY OF RENTON SEWERAGE: CITY OF RENTON POWER: PUGET SOUND ENERGY TELEPHONE: U.S. WEST CABLE T .V .: VIACOM GAS: PUGET SOUND ENERGY SITE: ACREAGE: 1.67 ACRES / 72,826 SQ FT ZONING: R-10 PROPOSED USE: SINGLE FAMILY DETACHED NUMBER OF LOTS: 17 DENSITY: 12.62 LOTS PER ACRE NET PERMITTED DENSITY:13 LOTS PER ACRE NET MINIMUM LOT SIZE: 3,000 SQ. FT. AVERAGE LOT SIZE: 3,205 SQ FT ROADS: PUBLIC 14,131 SQ FT / 0.32 ACRES OWNER / DEVELOPER: Arcarius Homes c/o Brad Olschefski 6947 Coal Creek Pkwy ., #257 email: bolschef@aol.com Phone: 425.746.5471 ENGINEER / SURVEYOR: LeRoy Surveyors and Engineers, Inc. P.O. Box 740 Puyallup, WA 9B371 Phone: (206) 848-6608 email: pau 1@ Ise inc .com DESCRIPTION PARCEL A: The north half of the south half of Lot 211, C.D. Hillman's Lake Washington Garden of Eden Addition to the City of Seattle, Division Number 4, Liccording to the plat thereof recorded in Volume 11 of Plats, page 82, in King County, Washington. PARCEL B: The south half of the south half Of Lot 211, C.D. Hillman's Lake Washington Garden of Eden Addition to the City of Seattle, Division Number 4, according to the plat thereof recorded in Volume 11 of Plats, page 82, in King County, Washington. BUILDING SETBACKS: FRONT: 20' SIDE TO LOT LINE: 0 to 5' SIDE TO STREET: 15 ' REAR: 15 ' TOPOGRAPHY: TOPOGRAPHIC INFORMATION FROM SITE SURVEY BY LEROY SURVEYORS & ENGINEERS, INC, OCTOBER 1999 PUBLIC SERVICES: FIRE DISTRICT: CITY OF RENTON POLICE: CITY OF RENTON ROAD & STORM IMPROVEMENTS STORM RUNOFF TO BE ROUTED INTO PUBLIC STORM DRAINAGE FACILITIES. ROOF RUNOFF TO BE ROUTED TO INDIVIDUAL INFILTRATION SYSTEMS. ALL ROADS TO BE PUBLIC. TREE CUTTING AND LAND CLEARING THE ENTIRE SITE WILL BE CLEARED AS REQUIRED TO ACCOMODATE THE CONSTRUCTION OF THE RESIDENTIAL DWELLINGS. SOME TREES MAY BE RETAINED ON THE PERIMETER OF THE SITE. VICINITY MAP SCALE 1" =1/4 MILE LOT AREA (SQ FT) ACRES % AREA 1 3110 0.07 4.27 2 3086 0.07 4.24 3 3320 0.08 4.56 4 3002 0.07 4.12 5 3003 0.07 4.12 6 3357 0.08 4.61 7 3000 0.07 4.12 8 3000 0.07 4.12 9 3001 0.07 4.12 10 3763 0.09 5.17 11 3205 0.07 4.40 12 3000 0.07 4.12 13 3120 0.07 4.28 14 3120 0.07 4.28 15 3120 0.07 4.28 16 3120 0.07 4.28 17 4164 0.10 5.72 ROW 14046 0.32 19.30 ROW 86 0.00 0.12 TRACT A 1 4203 0.10 5.77 TOTAL 1 728261 1.67 100.00 PP-99-1�0 0 N �tE r u C� N Q) m z a Nv f_ C n n Q zi U Q rp m m m � U .. Cp J ¢ W Ct T 4 7 C� O O U ¢ U 4�a► � a N M 00 U° r� 40 �' V • Q � W� Con/ o O � CD a c 0 a) [U Cu u-3 E a 0 0 a� 0 2, CL Ln 0 Q N Lf) 07 in N n 0 U L to a W U a J 0- U u, 0 �IU o I a 1E GRAPHIC SCALE z XTU ?) l l i 1.7 1 N� %o \11 N i ELIZAB ETHP ACE Section 5, Township 23 N, Range 5 E, Willamette Meridian, King County, Washington cu. crr Name of Project ------------------ DTM TO DTM VOLUME LeRoy Surveyors & Engineers, Inc. 1103 Shaw Road Puyallup, Washington 98372 253.848.6608 Tue Jan 04 17:45:03 2000 PROJECT: C:\Jobs\5351\LIZO104.pro Cut and Fill Volumes -------------------- Volume limited to boundary record 12148 _Area within boundary: 80097.89 SO FT .Total triangulated area: 80097.89 SO FT Shrinkage/swell factors: Cut 1.0000 Fill Original DTM # of Final DTM Layer Name Points Layer Name ---------------- ---------------- ---------------- ----- TOPO 437 DESPTS Cut Volume Cumulative Fill Volume (yd3) Cut Volume (yd3) 4,247.0 4,247.0 7,984.7 Net Difference: 3737.8 yd3 BORROW Cumulative Net Difference: 3737.8 yd3 BORROW NOTES: EXISTING BUILDING TO BE DEMOLISHED PROPERTY AREA = 72,&26 SQUARE FEET 1.0000 # of Points 662 Cumulative Fill Volume 7,984.7 AREAS OF WORK = 70,000 SQUARE FEET MORE OR LE55 CATCH BASINS WILL 5E LOCATED A MINIMUM OF 250 FEET ON CENTER. CATCH BA51N5 WILL BE CONNECTED WITH 12 INCH AD5(N-12) STORM LINES ROUTED TO THE STORM DRAINAGE FACILITIES IN TRACT A. SEE STORM DRAINAGE REPORT FOR DETAILS. FILL MATERIAL TO BE IMPORTED WILL BE PREDOMINANTLY GRAVEL, PAYING AND CONCRETE. FINISHED FLOOR ELEVATIONS OF 13UILDING5 WILL BE DETERMINED AT 11ME OF BUILDING PERMIT APPLICATION. LEGEND 300 - EXISTING CONTOUR LINES 300 DESIGN GRADE CONTOUR LINES --- — — --- — — — EXISTING PROPERTY LINE ® M EXISTING WATER MAIN W W PROPOSED WATER MAIN S S PROPOSED SANITARY SEWER EXISTING EDGE OF PAVEMENT ---------------------- BUILDING ENVELOPE CD CD C-) M ) C3 M CD C3 in C) = CD (n M EXISTING ROCK WALL X X X EXISTING FENCE 0 PROPOSED SANITARY SEWER MANHOLE X PROPOSED DRIVEWAY LOCATION � .�; EXISTING TREE W/DIA. 6 TYPE 32ALDER PROPOSED STREET LIGHT '. FIRE HYDRANT 0 PROPOSED STORM DRAIN CATCH BASIN EXISTING SIDEWALK PROPOSED SIDEWALK 4,. EXTENTS OF HALF -STREET ROAD IMPROVEMENTS may N C� fV V • ON f N 04 00 ��QT LLJ bs QO��S w DRAWING S Alh 47 SHEET 2 OF 3 pp-qi-15o ' ICI � .- s�r� .� '�� � .. ��.�' � �I�I �ili�l�llillil ililil�l�l' -�� -�Fi,�, .,�`'..:' i it if I Is 1011 Ll I I h j lii� �ll�,,i►I�i� ��� El 11 El- El EL-1 F" __l :7- a ELIZABETH PLACE .By: Arcarius Homes I. pip"99-150 Prepared By: Crane Design, Inc. N Ql O 0 O CU u1 v v 0 0 a 0 a Ln 0 0 N J Ln m Ln a w a a r W a w u 0 w 0 as Section 5, Township 23 N, Range 5 E, Willamette Meridian, King County, Washington Iq� �� �+ m U) W J -2.00 O 01 07 ` CM) m PROPOSED GRADE _P cn „ w o b , " i i / \\\ EXISTING GRADE \ SCALE 1" = 20' HORIZONTAL 1" = 4 ' VERTICAL 00 ® OO l • .a ON N P�cY 05 ULJ W YgO�� U` CqQ� Z CD N o k E � 0 U U U 4 O p t i N tip 4 [ "cvCnvtomNmM U w ^ .ca N o � w 1✓ a� CA 0 >'Cc 4§ 06 .-4 0 � ISM DRAWING S4 SHEET OF 3 PP-99��50 I 0- 10T Tr7 A"Dl0rPT_T l7T DACE King County, Washington LEGEND 300 - EXISTING CONTOUR LINES 300 DESIGN GRADE CONTOUR LINES ------ — — -- — — EXISTING PROPERTY LINE M EXISTING WATER MAIN W W PROPOSED WATER MAIN S S m C) m m CD commCDmCDC)C)m X X X O x C- Ly Ji 32ALDER PROPOSED SANITARY SEWER EXISTING EDGE OF PAVEMENT BUILDING ENVELOPE EXISTING ROCK WALL EXISTING FENCE PROPOSED SANITARY SEWER MANHOLE PROPOSED DRIVEWAY LOCATION EXISTING TREE W/DIA. & TYPE PROPOSED STREET LIGHT FIRE HYDRANT PROPOSED STORM DRAIN CATCH BASIN EXISTING SIDEWALK PROPOSED SIDEWALK EXTENTS OF HALF -STREET ROAD IMPROVEMENTS CV V H e-� 04 Uj a Qr R w U) rn � m Q) m m = m L r L (5 U a) CD N J M r.y Cr (Z5naa�a w 0 o m m m Om w O W o z w> � lii H 3 v a n� cnawa o<cw2ra. DRAWING t'83 HEET 3 OF 3 pf, I q /so ELIZABETH PLACE By: Arcarius Homes 0 , F O�RF,y��9N� �;,''�'l,✓i 9 Fp Prepared By: Crane Design, Inc. PP-99-/ 50 f m II co I un v 0 1 0 a r �Ic o 2 L L a CD u, o r\ N Lin J LO m ", 0 L w _ U V 0 0 n GRAPHIC SCALE 1"=20' WEz- :ME Section 5, Township 23 N, Range 5 E, Willamette Meridian, King County, Washington I V A 0 � 20� 0 � 0 S �> I� 3 `.5 WOCOT ' ' ���; 30.00 ' v 30.40 30.00 0.00 .00 26 30.00 41.31 ' _ 12ACAOT \ L ------ -,---, - 3 E �- g -- I--------- i---- --- f E------- !------- I--------- 24 D I I I I I I I I I f W�0�1 I I� � + I I I + ! I f w� •, �, �o + , i i ` f i i i i i i i i 8PE m 60 .00 ' cDl \ I I I 5' +\ \ I \ f N f I + I i I i I + I w f I i I o I , (TYP . I I I f CD I O 11 I I I CD' I I !CD1 N I i I 42'i 5Q Ft i In I I I IJ 1 Q i \3,33h SQ \ i i I i 4 1 �IE If o, w I I f 'iro i o I 4000 5Q FT 171 `o II+ , i , o+ N+ o f 8 I iFrE R CC)o I ` ; , 3040 sa FT I , SOOO sQ Ff r , I EXISTING 51 DEWA K51i EI OD r I l� TW18 APPLE 12I'J��y^�'�P E I ifWlT E + I t \ I I I I w t- -'$---Ja i_ + PROP056 ACCA55 E�5EM X F0FLOT 16r 11 A D 12 \ V� � N I n _ MAWLIM 5LOP 5% way s \ '" �' ' z 24 9 ti� \ \ ` _ 4 6.29 30.00 ' 30.00 18.03 ' x(S)x 0 x l 30.92 'LO W -�- _j W ®; Ln I I w �' m 9 \ I 5HAKED DRIVEWAY +� i \ •S1 S I i 1 LOCATION TYP. N ; w S w S N 1 ALL DRIVEWAYS TO ! n 5041 SO FT SLOPE TC STREET ' o � - AT 2% EXCEPT FOR � 1 48At7 _ \ - - - - - - - --- _ 5HAKED DRIVE FOR I - 02, ; t _ 62.07 ' C 21.91 ' LOT510,11 AND 12. 1 _ \ a3 0 30 EEID R U --- -- - - ------ --- --- cn I N M V f 1 c z-----------7 o 38`1'REEQ R�q F OO fFT I I W 0005QFT 90.97 ti° 2 \ Z OU `,+----------------- a 7 I rbsoFr------------- I N 7- . 4 f i I i Ln PROP05ED\STORM LINE ��� / ��o N b \ M \ +------------- 32 I g0p0gpF? `.� � 90.99' ------ 45.00' , I �o I NJ L--------------------- , PKOPO�ED 5' SIDEWALK N _ .Q + r^ I c r^I o 4 74.22 �96 1�i`MT 1�C'bT5 � 0 �_`_�-------i 15' I I I N PROPOSED WATER LINE , \ 3005 50 FT m - TELEPHONE EASEMENT \ EMER N_ VEHICLE- C_C_E55__ _ GATEOK HI + RECORDING NO.6029020 --- �N 91. 1' ----- Ln M 5188 50 FT 2 I- ----- ----- I ACTATR 4159 50 Ft o �p I irOT I o L------ ----- r POWER EASEMENT: 'OT \ �0s 3 - I o ORDING N0.71d3020307 ti .� - -- -- - - -- REc f.'R\©J.'E© �N�1 2'T T oct�n EXI5TING 8" WATER LINE i 1 01 wN �a GENERAL NOTES & UTILITIES: UTILITIES: WATER: CITY OF RENTON SEWERAGE: CITY OF RENTON POWER: PUGET SOUND ENERGY TELEPHONE: U.S. WEST CABLE T.V.: VIACOM GAS: PUGET SOUND ENERGY SITE: ACREAGE: 1.67 ACRES / 72,622 SO FT ZONING: R-10 PROPOSED USE: SINGLE FAMILY DETACHED NUMBER OF LOTS: 17 DENSITY: 12.62 LOTS PER ACRE NET PERMITTED DENSITY: 13 LOTS PER ACRE NET MINIMUM LOT SIZE: 3,000 SO. FT. AVERAGE LOT SIZE: 3,205 SO FT ROADS: PUBLIC 14,131 SQ FT / 0.32 ACRES OWNER / DEVELOPER: Arcarius Homes c/o Brad Olschefski 6947 Coal Creek Pkwy ., #257 email: bolschef@aol.com Phone: 425.746.5471 ENGINEER / SURVEYOR: LeRoy Surveyors and Engineers, Inc. P.O. Box 740 Puyallup, WA 98371 Phone: (206) 848-6608 email: paul@lseinc.com DESCRIPTION PARCEL A: The north half of the south half of Lot 211, C.D. Hillman's Lake Wasrington Garden of Eden Addition to the City of Seattle, Division Number 4, according to the plat thereof recorded in Volume 11 of Plats, page 82, in King County, Washington. PARCEL B: The south half of the south half of Lot 211, C.D. Hillman's Lake Washington Garden of Eden Addition to the City of Seattle, Division Number 4, according to the plat thereof recorded in Volume 11 of Plats, page 82, in King County, Washington. BUILDING SETBACKS: FRONT: 20' SIDE TO LOT LINE: 0 to 5' SIDE TO STREET: 15' REAR: 15' TOPOGRAPHY: TOPOGRAPHIC INFORMATION FROM SITE SURVEY BY LEROY SURVEYORS IS ENGINEERS, INC, OCTOBER 1999 PUBLIC SERVICES: FIRE DISTRICT: CITY OF RENTON POLICE: CITY OF RENTON ROAD & STORM IMPROVEMENTS STORM RUNOFF TO BE ROUTED INTO PUBLIC STORM DRAINAGE FACILITIES. ROOF RUNOFF TO BE ROUTED TO INDIVIDUAL INFILTRATION SYSTEMS. ALL ROADS TO BE PUBLIC. TREE CUTTING AND LAND CLEARING THE ENTIRE SITE WILL BE CLEARED AS REQUIRED TO ACCOMODATE THE CONSTRUCTION OF THE RESIDENTIAL DWELLINGS. SOME TREES MAY BE RETAINED ON THE PERIMETER OF THE SITE. LANDSCAPE BUFFER A 10' LANDSCAPE BUFFER AND UTILITY EASEMENT WILL BE PROVIDED ALONG ALL STREET FRONTAGES. w Ln H 'Q 07 E z 0 E w NE 12 H S All �J= VICINITY MAP SCALE 1" =1/4 MILE LOT SUMMARY LOT AREA (SO FT) ACRES % AREA 1 3198 0.07 4.40 2 3178 0.07 4.38 _3 3449 0.08 4.75 4 3002 0.07 4.13 15 3003 0.07 4.14 6 3537 0.08 4.87 '7 3000 0.07 4.13 8 3000 0.07 4.13 9 3041 0.07 4.19 10 3334 0.08 4.59 -1i 4276 0.10 5.89 12 3012 0.07 4.15 13 3154 0.07 4.34 14 3032 0.07 4.18 15 3000 0.07 4.13 16 3000 0.07 4.13 17 _ 4000 0.09 5.51 ROW 13247 0.30 18.24 TRACT A 4159 0.10 5.73 TOTAL 72622 1.67 100.00 LEGEND - - - --- - EXISTING CONTOUR LINES ------ -- ---- 300 DESIGN GRADE CONTOUR LINES EXISTING PROPERTY LINE ®M EXISTING WATER MAIN W W PROPOSED WATER MAIN S S PROPOSED SANITARY SEWER �--r� - -- - EXISTING EDGE OF PAVEMENT ----------- -- BUILDING ENVELOPE oC3CDMC)C) C�czCDC)C M CnCn EXISTING ROCK WALL X X X EXISTING FENCE 0 PROPOSED SANITARY SEWER MANHOLE X PROPOSED DRIVEWAY LOCATION � �'; EXISTING TREE W/DIA. G TYPE 32ALDER 0 PROPOSED STREET LIGHT lzr FIRE HYDRANT D PROPOSED STORM DRAIN CATCH BASIN EXISTING SIDEWALK PROPOSED SIDEWALK EXTENTS OF HALF -STREET ROAD IMPROVEMENTS r LLOZ T CF�Ii,�A o e d" H I C cN � Q v' ¢ Or: Uj �J Vj cn rn Qi a� ^1 w o ga a -.3 0 o m 00 ci z m o z LLi H 3 U Q m�(1)¢Wa O¢ W Q Z 4 w e14 (a.)M �a 0,C) Cd W00 'e �5 aN ci ;En ^ 0 C"t vto O � U' W � V 00 fl1 J v n v W O �a DRAWING 51 SHEET 1 OF 3 pp-11-150 a 0 0 Q 0 0 0 N LL"1 v 0 0 a 0 a Ln 0 0 N H J W m Ln i N 0 0 U r a W U d J a x F_ W m d J W U u 0 U u O a` GRAPHIC SCALE 1"=20' NE 12 r�v I I AB THE Section 5, Township 23 N, Range 5 E, Willamette Meridian, King County, Washington L LeRoy Surveyors & Engineers, Inc. 1103 Shaw Road Puyallup, Washington 98372 253.848 ,6608 Tue Jan 04 17:45:03 2000 Name of Project PROJECT: CAJobs\5351\LIZO104.pro -------------------------------------------------------------------------------- DTM TO DTM VOLUME Cut and Fill Volumes Volume limited to boundary record 12148 .Area within boundary: 80097.89 SO FT .Total triangulated area: 60097.89 SO FT Shrinkage/swell factors: Cut 1.0000 Fill 1.0000 Original DTM # of Final DTM # of Layer Name Points Layer Name Points TOPO 437 DESPTS 662 Cut Volume Cumulative Fill Volume Cumulative (yd3) Cut Volume (yd3) Fill Volume 4,247.0 4,247.0 7,984.7 ------ 7,984.7 Net Difference: 3737.8 yd3 BORROW Cumulative Net Difference: 3737.6 yd3 BORROW NOTE5o EXI5TING BUILDING TO 13E DEMOL15HED PROPERTY AREA = 72,626 SQUARE FEET AREAS OF WORK = 70,000 SQUARE FEET MORE OF. LE55 CATCH 13AOIN5 WILL 13E LOCATED A MINIMUM OF 2a0 FEET ON CENTER. CATCH 13A51N5 WILL 15E CONNECTED WITH 12 INCH AD5(N-12) 5TORM LINES ROUTED TO THE STORM DRAINAGE FACILITIE5 IN TRACT A. 5EE STORM DRAINAGE REPORT FOR DETAILS. FILL MATERIAL TO 13E IMPORTED WILL 13E PREDOMINANTLY GRAVEL, PAVING AND CONCRETE. FINISHED FLOOR ELEVATION5 OF 13UILDING5 WILL 13E DETERMINED AT TIME OF 1UILDING PERMIT APPLICATION, LEGEND 300 - EXISTING CONTOUR LINES 300 DESIGN GRADE CONTOUR LINES — — — — — — EXISTING PROPERTY LINE ® M EXISTING WATER MAIN W W PROPOSED WATER MAIN S S PROPOSED SANITARY SEWER EXISTING EDGE OF PAVEMENT ---------------------- BUILDING ENVELOPE CDoCnC.)MCnoC)C3nC)cnnorn EXISTING ROCK WALL X X X EXISTING FENCE 0 PROPOSED SANITARY SEWER MANHOLE X PROPOSED DRIVEWAY LOCATION '"� EXISTING TREE W/DIA. & TYPE 32ALDER PROPOSED STREET LIGHT FIRE HYDRANT O PROPOSED STORM DRAIN CATCH BASIN EXISTING SIDEWALK J PROPOSED SIDEWALK EXTENTS OF HALF -STREET ROAD IMPROVEMENTS Q ��FRF AWN, ��, NroNViy� a CFI;, F� N o N T V GJ N CV C11OC F N m o �- o Q_ w Uo m rn c c c c rn a> m a) n) m z a) tci (D CD U CUD '0 Q` a 9 IT o� O O m co [J a O W m b U 2 cza2Yo W N 3 U ccoa r- (0 ,q W Q. oQ W2za. 7 0 Q [J U Q U w v F. � �V Mo 0 a �-' a W M� 'd23 A. � 00 0 00 O 4� a F--I o, 0 00 ON W � U rl �+ r 0 o w U ca U DRAWING S2 SHEET 2 OF 3 FP_99_1r,_)0 I 0- W J a w m a N J W O v a U T Tr7 A "D U TLT 117)T DACE King County, Washington LEGEND 300 - 500 ®M W W S S CD�=n acz=nc�=C)c:)c)c�=CD X X X 0 x I i 32ALDER EXISTING CONTOUR LINES DESIGN GRADE CONTOUR LINES EXISTING PROPERTY LINE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED SANITARY SEWER EXISTING EDGE OF PAVEMENT BUILDING ENVELOPE EXISTING ROCK WALL EXISTING FENCE PROPOSED SANITARY SEWER MANHOLE PROPOSED DRIVEWAY LOCATION EXISTING TREE W/DIA. & TYPE PROPOSED STREET LIGHT FIRE HYDRANT PROPOSED STORM DRAIN CATCH BASIN EXISTING SIDEWALK PROPOSED SIDEWALK EXTENTS OF HALF -STREET ROAD IMPROVEMENTS O 40j°i� FMT OFR�NT� 6 G �Fc F/lb O o V cQ ON Ertl N N 0 V � LU Qr w W C7 U w con N 0A M q� U L1 00 a 8� 0 �v� o 48 ;9 �.' a ,00 �8 § 7� 'bb C05 a W4 o 0 � a DRAWING S3 SHEET 3 OF 3 PP-9q-/ 50 I L Q L n I AB THE Section 5, Township 23 N, Range 5 E, Willamette Meridian, King County, Washington le' IqGD C rn m o u > W LLJ % o PROPOSED GRADE (n o / w / ti• `\ EXISTING GRADE \. I / - SCALE 1 " = 20 ' HORIZONTAL 1 " = 4 ' VERTICAL 00 - --� 00 t "tad' P O rr M� N F N C .� oLIj ti �%/ cii QT pg0� w N 0 zil ro ro ro a n Q •� �U �h v u� to r\ 47 rn � U) Q) c c c c rn Q) �j U' Q j U y1 N i'-1 ry � ry L o- Q. 7 Q- C, wmoQ o z w> Z w N 3 U Q O ¢ W 2 = 4 r �s V w '�1 N U •� vt 0� c4d .� O � �,4 �C-0 w14 IS 4) � 0 00 O U O's DRAWING S4 SHEET OF 3 pp'iqll 50 a z GRAPHIC SCALE 1"=20' Wt<" M � C i;INMA !01 UUMOWND-VI-M Section 5, Township 23 N, Range 5 E, Willamette Meridian, King County, Washington 0 20\ �l0 � 0 r m r^� pro S 130.5 C41 • r^^) 0 30.40 0.000.00 _ 326 C'b 30.00 ' a 00 ' 30.00 ' 41.31 ' 1 W6n1✓OT 121�0T o� 4 \ r cJ N ------ ----- --,--------------`----- ---- ---3 Ef{------- - ,----------- 24 D I I I -- �---- i I\ Wo-M n I �I I I + \60.00 ' i _ 5 I N 1 11 i I I 1 211 I I I Q I I'., , I I I Imo : N I i\ i I ; sate J, ' w I \ I I I I I I. 1 1 + 427 5Q FT 1 ,n `� - 0 1 w I 13� RE + o + r j' O I I Q ! ' 555490 ' 1 •I' I 1 o I I 1 1 I 1 � 1 safl' 1 , ` o I i �' + i 8QFf ' o SOODSQF1'm ' ; 8I F R ` EXISTING 51DEWA K CD i I I , I ; 0 1 1 , �6' ), i ; E ' r I '� I \ I i I iTW T E TW18 APj�LE 12I�P E ------ - w 24 �R -- -- I ------- I------ -- '---------� _ OP05 AC 55 E 5EMt NT sN p I X! N FtA1Z LOT 1 11 A 12 7 J 1 ! n MA)�MUM LOP 5% wo o „pro I z - m 24.9 L629) 30.00 ' N 30.00 18.03 ' g X 1 30.92 ' o P� 1. "o) ' 5 L0 I 9 M i m 1 l I ND W41 SQ - p N10 w 1 10 I 1 so� I - I \ I _ I --------- ---------tom' PROPOSED STORM L(N� 9 i I i IT \ I s� Fr I I -------------------� - 00 ED ( iN 74.22 ' ( N PROPOSED WATER LINE E \ TELE HONE EASEMENT v RECOkRING NO.6029020 W w !r� w SHARED DRIVEWAY LOCATION TYP.I + ALL DRIVEWAYO � T 0 CD j fl M1 SLOPE TO STREET ! AT 20% EXCEPT FOR SHARED DRIVE FOR 62.07 ' 21.91 ' t LOTS 10,11 AND 12. a� un 0 30 EE 4MR 0 'L M �I TRA T-A ztCo- 4459 SQ Fr 0. - LD POWER EASEMENT° OT RECORDING NO.716�020307 tih in W U _ / 4 L a w S cv m 01 Q. � \ J Ld U r 0 0 a H V Z �O t 38`1'rI' ' C- '----------- \ I EE v , �F w / y�---- --- -co ---------- Z o do 90.97 'n, 1 U U I B 5Q Fr ' 1 o co ' SODZ + m / I �1 3 I `�'� 90 99 ' 45.00 ' 7o � m � I PRO ED 5' SIDEWALK N I C^, ; O ----------- T5 ' m w i 15' I i i M I Np - N %_ VEHICLECC��S---------, C? OR � N 91. 1 ' w ; ; Ln z 1 I I ------------------- 1 I - 61- 7 jo T\ I 1 I ^, 1 I I C., \ '�-3 I 1 \ qp i I O ------ ----- 000 -T, X, 5 3' _ w - N - ti � RY D�S SE OP 5E WE .. M1 /� 1 ANI- ( Q � O- v N < , l •4, 1 I 2T T • >� 1` I -�` ®Ipl � DWI - �_ ® OO> Ili [M�-_'Ivi o77 EXISTING 8 WATFF, LINE I \ � o �. N GENERAL NOTES & UTILITIES: UTILITIES: WATER: CITY OF RENTON SEWERAGE: CITY OF RENTON POWER: PUGET SOUND ENERGY TELEPHONE: U.S. WEST CABLE T.V.: VIACOM GAS: PUGET SOUND ENERGY SITE: ACREAGE: 1.67 ACRES / 72,622 SO FT ZONING: R-10 PROPOSED USE: SINGLE FAMILY DETACHED NUMBER OF LOTS: 17 DENSITY: 12.62 LOTS PER ACRE NET PERMITTED DENSITY: 13 LOTS PER ACRE NET MINIMUM LOT SIZE: 3,000 SO. FT. AVERAGE LOT SIZE: 3,205 SO FT ROADS: PUBLIC 14,131 SQ FT / 0.32 ACRES OWNER /DEVELOPER: Arcarius Homes c/o Brad Olschefski 6947 Coal Creek Pkwy., #257 email: bolschef@aol.com Phone: 425.746.5471 ENGINEER / SURVEYOR: LeRoy Surveyors and Engineers, Inc. P.O. Box 740 Puyallup, WA 98371 Phone: (206) 848-6608 email: paul@lseinc.com DESCRIPTION PARCEL A: The north half of the south half of Lot 211, C.D. Hillman's Lake Washington Garden of Eden Addition to the City of Seattle, Division Number 4, according to the plat thereof recorded in Volume 11 of Plats, page 82, in King County, Washington. PARCEL B: The south half of the south half of Lot 211, C.D. Hillman's Lake Washington Garden of Eden Addition to the City of Seattle, Division Number 4, according to the plat thereof recorded in Volume 11 of Plats, page 82, in King County, Washington. BUILDING SETBACKS: FRONT: 20' SIDE TO LOT LINE: 0 to 5' SIDE TO STREET: 15' REAR: 15' TOPOGRAPHY: TOPOGRAPHIC INFORMATION FROM SITE SURVEY BY LEROY SURVEYORS & ENGINEERS, INC, OCTOBER 1999 PUBLIC SERVICES: FIRE DISTRICT: CITY OF RENTON POLICE: CITY OF RENTON ROAD & STORM IMPROVEMENTS STORM RUNOFF TO BE ROUTED INTO PUBLIC STORM DRAINAGE FACILITIES. ROOF RUNOFF TO BE ROUTED TO INDIVIDUAL INFILTRATION SYSTEMS. ALL ROADS TO BE PUBLIC. TREE CUTTING AND LAND CLEARING THE ENTIRE SITE WILL BE CLEARED AS REQUIRED TO ACCOMODATE THE CONSTRUCTION OF THE RESIDENTIAL DWELLINGS. SOME TREES MAY BE RETAINED ON THE PERIMETER OF THE SITE. LANDSCAPE BUFFER ® A 10' LANDSCAPE BUFFER AND UTILITY EASEMENT WILL BE PROVIDED ALONG ALL STREET FRONTAGES. VICINITY MAP SCALE 1" =1/4 MILE LOT SiJbIMARY LOT AREA (SO FT) ACRES % AREA 1 3198 0.07 4.40 2 3178 0.07 4.38 3 3449 0.08 4.75 4 3002 0.07 4.13 5 3003 0.07 4.14 6 3537 0.08 4.87 7 3000 0.07 4.13 8 3000 0.07 4.13 9 3041 0.07 4.19 10 3334 0.08 4.59 11 4276 0.10 5.89 12 3012 0.07 4.15 13 3154 0.07 4.34 14 3032 0.07 4.18 15 3000 0.07 4.13 16 3000 0.07 4.13 17 4000 0.09 5.51 ROW 13247 0.30 18.24 TRACT A 4159 0.10 5.73 TOTAL- 72622 1.67 100.00 LEGEND 300 - EXISTING CONTOUR LINES 300 DESIGN GRADE CONTOUR LINES - - - - - EXISTING PROPERTY LINE m M EXISTING WATER MAIN W W PROPOSED WATER MAIN S S PROPOSED SANITARY SEWER EXISTING EDGE OF PAVEMENT ---------------------- BUILDING ENVELOPE n o c) M o a c) cn ca n n c:1 o cn n EXISTING ROCK WALL X X X EXISTING FENCE 0 PROPOSED SANITARY SEWER MANHOLE X PROPOSED DRIVEWAY LOCATION EXISTING TREE W/DIA. & TYPE 32ALDER - PROPOSED STREET LIGHT FIRE HYDRANT 0 PROPOSED STORM DRAIN CATCH BASIN EXISTING SIDEWALK PROPOSED SIDEWALK EXTENTS OF HALF -STREET ROAD IMPROVEMENTS Q� W oUj cv IPA o c> ti, vi w M U00 °^ CIO A p 7 Coo) w V r•+�1 DRAWING S1 SHEET 1 OF 3 M=W7P-R9- /50 1 8t St =w -=L.X 252.3 w CO � ED q 60 �' L0213 f i 70 76. r 16TH ST. 1u� I SP044-77 Q 16 5 2 (B) LJ :a. !0119 �irB 11 142- 3 ?` 160 15 ; 36 ! 62.OB i 63.081 76 1 88 5 1 �58 f 150 3 `=;�L 75- �c N 01 I$ P t t $ SCNpO )1 JJNI G - M� ! z!Ct _ 4:T CO 69 .� `A ({{[AA(i 2 / . 3 bo r � a• cn cn /�-3Tg..�S�� 9� �2 C 'NNc�c�'' 6 G N 2� \ 1.80 Ac• I U1 i b0 Y\I \ \ /36.0 �j 0` lA� N 3 10Z 120 41.6 130.08 /43.62 fOc TI-62 n lA Q S a N 6 45 _ .— -- — — 61 r— — r.L.195 ' ,i OMEGA APt s�sy i� �� q0�1 42. /32— T.1.133 L : ' Ev 4QPMEN� O. 9 ! I0d N. E. T.1•134 �` APT 87 0.63 Ac. ccit c.6 8 Tz.zz gal SUNSE z 151.47 5 ~ � o � NORTH) a LAURENCE J. ' 14 ' tr a c� o S. `c ERNEST 9 ! 7 / a2 Iloo.4 UT22-1 /42 103. 00 AC. 7.1.80 /33 Q a [4, !{ " 289" r i !) 13 h� 41 -97 47 2e9 n 0714, 0 0 AC /z- I f s, 11 Kcsnstrt Right of Way Cf Elizabeth Place � School Site Parcel � Apartment � Commercial � Condominium Coal/Mineral �J Residential Timber Undivided Int � Exempt E �X PP-99-15n