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HomeMy WebLinkAboutLUA98-161 Vol 2 - Large FormatF_ I J O m m U tLL Q z U _Z O 1- N Z C CL W Q •O Z c 0 U O 0 r r c � c.� c �J cl C O♦^ VJ Y 00 o Z Z �- Q m 0 < o Q N O Q Lj U a InOf � rr N a. a a Y L O E U W a � rn w c < CJ N :3 m I r, J a � A j C I Q d• m a Q Z 0 �o 0 ui w U W LYJ � ,n Z ; Y W U a < QQ < QQ¢Q a <� M -00 \000\\� N co \O\ 04 CO N Ill \ N \\\ O O L) r) -� 7) d � -a -3 N p !n (n (n � z0 ! O O o S S S w z z z z z 6-m a cL U � � H OU a cn cn cn y z ZZ� Z0 Z� w O O Q Q Q V FN- � z z X W Fes-- z H z FN- z z g U WL.", n- W W W a mm :mm 0 z 0 0 0 J Ij U L) U U U U J U U U Q U fYC W 'W = W W W W a¢a M NZ H ?p CO00 8" ROOF DRAIN 0 1.0% (TYP.) TO EACH BLDG. SECTION 21, Tl 23 N., RGE. 5 E., W.M. SEE SHE19,11,11111, FOR VAULT NO. DETAILS ; %t I , INSTALL GUARD RAIL PER WSDOT r \ 1 •�► I�_ �, i CBJAB o, STANDARD PLANS C-1 36 LF 22a l I J-PV _. . wT'x 18 PVC 32 LF ,sue Cn .' ��. - CB A7 DGE OF 40X TA. 1 +4 .43= 18" PVC •' ' , �' t­111�L-- y SLOPE STA. 91+23.88 :01 QA I5: 44 .F .a-1 t •l I S r II 1 / / I . •� a< i f +Y' •j 1 i I { Y- I I . i 't y� / w S 1. 1 I r •I o r 4- ! r t '. 6 / N- INTEdSECT10 T S; l t) ... / ,.s• O�•�'•. \ ' i5BSBST44+d0.00 o� 9 \ a 4 SEE SHEET 16 _ C / ( FOR PROFILE .t I s r yy i� '•4L- I 1 , I I _ 1 \ I 8B C8 Al` l 3 8 t• -�. II u0#A1r3. \ I S rn s I t 3 _ r:! • y: i . r •' J t cn 1• I I 2 s: EDGE 0 4 F 09G '••t / s - - v li I 1 ,'•. I 1� 1 SLOPE c•� 1 I T - /: •a I - 1 - f S L Z i • L •-1' 1 BSB A1' .' r 1 f t• � i \ S r l \'. s I la1 •t. • I 6- \ L • s '•,. 3 r -is i a Y' .. •r• .KEY MAP P ' h• .fir. '•{ ,^ 4' • 12 �. t I I - �- 4 1 A. .5 S 3 \ F 1 - '11 tl- 2 �-• .. I � J ` I.Y I I i '7- I I IN 'X NN t' 1' L i r I. q .. 3 i 7 •! •r.. tS. 0 1' r I 1. l 1 . I 8 C f: 1� 1 '+: I I C NO >\ I j 1 1 _I I I - TE: SE ! 3 1 r � E 4 ! H •, E HORIZONTAL ZONTAL CONTROL I I -• t0 1 I � v .�4' •: I - PLAN SHEE TS 2 3 4 i 1 I :y° I 026' � •4 2 FOR ROAD CE I \• '�► NTERLINE I \ 8 \' •. AND .r BEARING \DISTANCES / a I - 1 I T>= N T 1 N- \ � _ X• E 'T • I Itll S owcel " I /i +47. •.1 � 8 C I;T 2 UK I \ I 1 1 ,+I N T � 9 1 t 1 / � 1 Q I'• .3 ra +o .0 8 3 6 0 F I . 4 � 1 S + O I '\ M •V• I IR Cp \ 1 ► 9 1 ,�-� \ \ • ./ 1 Utility warnin i 8• � � \ / y sign 2 \ i 131 is• , EX POWER POSES I _ _ - -i,� 8 �� \ ', • \, • W/GUY WIRES - F. % \ NORTH EDGE' OF SEATTLE :.;-.'. EDGE 0 40 .,♦ \�I I \ \ C� GHT' - v�1� \ �,►.• '.. �--- i SHAPE,. \ \ 1 \ EASEMENT\� \ - �:ELF j 6' F OTING IDRAIN I. �+ .,_/ •,/ \ '\ \ 1 \\ 1 I TOP 20., \ ';ON FPOTING' I �• �' �'•.' . • \\ 11 { \ 1 \y \\ GAS PIPE \ / Ln et PUGET S UND ENERGY i' \� 1g 1 1 I , \ /i'.�i► TO LOW THREE (3) \ y, ; I \ •00 GUY CHOIRS DUE 'OP 20 / I I \ / TOP 16" � • �h� i �. ,•' T,0 LNG CUT O.P.C. PIPE: 1 \ GAS PIPS_ •� 7 / .•;' :. 57.16' CB628 II II l y 264.36'000 `��• • VNE / / ' i \ _ • C CB A17, TYPE � � •. %P\PE / ► � _ � '� �,H BASIN DATA: STA 46+32.00 13.75 L T a' 0�jIl `L . RIM-245.12 CID \ ` CB#Al2, TYPE 1 III!''': ,/ • STA. 87+87.22 IE-242.00 (67 E, """/ �y, / . CONTRACTOR TO INSTALL • �' • CB#A1, TYPE 1 CB#A7, TYPE 2-48" w/vANED GRATE IE-241.55 (12 W �.. CONCRETE SLAB OVER EXISTING �� STA. 19+79.15, 6.75' LT STA 15+92.98, 7.25LT IE241.50 127 RIM-256 99 v, \�/ j; OL'TMPIC PIPE LINE WITH CONCRETE • RIM=216.66 R>� 419•� f lE-?45.77 (67 ( '� E 2 .79 27 IE 245.6E (12 # I GAP PER SLAB DETAIL A- 20 • r� IE-212.83 12 ( - CB A18, TYPE I ON SHEET 20. • 1E-241.64 (12 - ( STA. 45+60.00, 13.75' LT / -�� / _ - ' II • CB#A2, TYPE 2-48" lE 245.53 12 - • E " RIM 25?..98 �� •� STA. 18+71.99, 6.75' LT CB#A8, TYPE 2-48 CB#A13, TYPE 1 IE-25? 03 (67 a -� ; , ; ; ; ; ; ; _ - j • R/AI=223 84 STA 15+04.41, 6.84 LT STA. 854 87.83 18.9' RT IE-249.48 (127 18 ( 1E-216.27 fiYM-2a 13 ' W/ROLLED VANED GRATE - - i IE-216.34 (18 /f-242.1S (12 06 (127 R/�/-267.53 CB#A19, TYPE I N , ,. , - ; ,�,i►• " 1E-262.99 (127 STA. 48+24.26, 18.85 LT :••f / _,,�6-�. CB#A3, TYPE 2-48 CB A9 TYPE 2-48' RIM-22.114 STA. 18+32.58 6.75 LT # lE 219.51 1? EOGE OF. 40Xr� ., \. , CB#A14, TYPE 1 - ( 7 • - RIM-226� 45 STA. 88+97.22 1OPE STA 90+55.86, 9.25 LT ? ter' � REINFORCED KEYSTONE 1E=220.12 (12 W/VANED GRATE RIM-229.56 CB#A20, TYPE I .f RETAINING WALL. SEE GRADING IE-219.82 (18 RIM-252.44 STA. 49+31.67, 19.35' RT /. ' - � AND EROSION CONTROL PLANS I£-24,.51 (12" N) IE- 224,96 (127 171i� 2J 04 FOR WALL PROFILE , ..: •. 1 r`f CB#A4, TYPE I I£-24,38 (f2' E CB#A15, TYPE 2-48" 1E=23Z.18 (6 STA. 17+81.00, 7.25 LT ( � I - STA. 90+ 16.45, 15.15 LT f 232.13 (1 ++ . *•� MAILBOX LOCATIONS IE 229 ?712 CB#A10, TYPE 1 RIM=27,43 IE-2.�2.02 (12� " • SYMBOL INDICATES LOCATION OF MAILBOX INSTALLATIOI+ ( 7 STA. 90+31.29 1E=227.4.3 (67 TILETY. IE-2�68? (12 CB#A21, TYPE I WARNING `'• ,. O AND NUMBER OF MAILBOXES. SEE KING COUNTY ROAD CB#A5, TYPE I W/VMED GRATE - STA. 49+60.13, 17.30' RT %SIGH �I STDS. PLAN 5-012 FOR DETAILS. EACH COLLECTION EOX UNIT STA. 17+24.00, 7.25 LT lE 2?6.97 (12� �M-2.i8f2 • .. . RIM-244.49 R : ::...`. `�� SHALL HAVE A PARCEL LOCKER. THESE LOCATIONS HAVE BEEN RIM. 17+23 /E=?44.05 (127 /E=235.0? (127 000 REVIEWED AND APPROVED BY THE RENTON POST OFFICE POSTMASTER. CB#A16, TYPE I 1E=2_M52 (67 ''••,:.�, •;`•.''-..•-.•-. �;'-.••-.`-.`:':'-..•,,•••.`,.': •.. IE-236.00 (67 STA. 46+99.98, 13.75 LT w CONTRACTOR SHALL RE -VERIFY WITH THE POSTMASTER AT THE TIME IE=235.61 12 CB#A11 TYPE 1 OF INSTALLATION. ( 7 STA 88+37.22 RIM=Z37, 70 if-?34.7 f (67 CB#A22, TYPE 1 CB#A6, TYPE I W/VANED GRATE IE-4525 (127 STA 60+00, 9.75' LT. o �' SEE TECHNICAL INFORMATION REPORT FOR STA. 16+62.00, 7.25' LT RIM-255•03 - W ROLLED VANED GRATE v. r � APPROVED BY: REDUCED PLAN AND APPROVAL IE244.69 (12 /E ?♦33.2� (12 / R/A1=244.03 RIM238.01 1E-240.83 (67 /E-244.61 (12� IE-2.U76 (12 IE-240.19 (12 /E-2-U64 (123 IE=240.17 (127 STA. 96+32 EX POWER POLES END PAVING W/GUY WIRES $ 89'59'05" IN 1014,64' \ s 6" ROOF AND FOOTING DRAIN TO EACH BLDG. • i s \ (TYP ) • CONTRACTOR TO INSTALL 1 _ • TOP 20" CONCRETE SLAB OVER EXISTING •� O.P.C. PIPE OLYMPIC PIPE LINE WITH CONCRETE \ 234.36' CAP PER SLAB DETAIL A-420 ON SHEET 20. (ONE SLAB) TOP 16" O.P.C. PIPE 235.56' AWoved :B#B28, TYPE 1 By Dote TA. 9+87.50. 13.75' LT UM-26Z32 .r=265.17 (127 DEVELOPER: ROGER NIX �cs vi A &.A PAGEANTRY COMMUNITIES vv 2936 KENNEWICK PLACE N.E. RENTON, WA 98056 M� 0- (425) 235-0744 �V 1 (425) 235-1394 FAX CITY of RENTON RECEIVED o i MAY 0 $ 2003 18215 72ND AVENUE SOUTH y�G` 5 KENT, WA 98032 BUILDING DIVISICG" (425)251-6222 T�HG ENG\N��� (425)251-8782 FAX CITY OF RENTON ,� �� C7EPARTMENT OF PUBLIC WORKS ARM l E w"Stir ROADWAY AND STORM DRAINAGE s' z ASBUILT (NORTH PORTION) SHADOWHAWK AKA: Kensington Crest Condominiums won DESIGNED MTS 'pf 2 - 16 � DATE 6/6/2000 FILE NO. LT E ��G\�� DRAWN DWW CHECKED RJA SCALE 1 "-40' FIELD BOOK PAGE_ EXPIRES 2 5 04 APPROVED _ DIRECTOR OF PUBLIC WORKS SHEET R �+ OF 20 A hP MATCH UNE \ 1 / 1\ — — PROS �Y— E \ \ 154 50, \\ ER PGA \ 232 63 \ �S�G m 9 O NOT TO SCALE 6" EXTRUDED CURB TYPICAL PARKING NO COMPACT STALLS CURB HDCP STALL (IF USED) 18' / HDCP PARKING EDGE SLOPE / 3 BR/2 1/2 BATH 2 BR/2 1/2 BATH OPEN RECREATION AREA • UNIT G 2 BR/2 BATH FLAT UNIT SHARED CARPORT 1004 SO FT (60 UNITS) /LD G 4A (2) 3 BR/2 1/2 BATH UNIT H 2 BR/1 BATH FLAT UNIT SHARED CARPORT 894 SO FT (36 UNITS) (2) 2 BR/2 1/2 BATH UNIT J 2 BR/1 BATH FLAT UNIT SHARED CARPORT 916 SQ FT (6 UNITS) G (2) 3 BR/2 1/2 BATH (WASH STATE HDCP UNIT) (5 REQ.) (2) 2 BR/2 1/2 BATH Qp \ ENCLOSED GARAGES 156 NORTHEAST QUADRANT 74 UNITS (SECONDARY USE) s COVERED CARPORTS 102 NORTHWEST QUADRANT 28 UNITS (SECONDARY USE) of -JL OFF STREET PARKING 150 TOTAL 205 UPJITS MATCH LINE ON STREET PARKING NOT COUNTED ALL BUILDINGS ARE WITHIN 115F- LENGTH LIMIT TOTAL 558 THREE BUILDINGS ARE IN EXCESS OF 10OFT IN LENGTH SITE PLAN SCALE 1"=40' 13 BLDGS 26 UNITS (C A A C) 26 UNITS 5 BLDGS 10 UNITS (C A A C) 10 UNITS TOTAL 103 TOWNHOUSE UNITS 0 ROYAL HILLS DRIVE EDGE 40% ` RECREATIONAL VEHICLE PARKING AREA BUIL ING DESIGNATI - FLAT UNITS BLDG 6A 6) 2 BR/1 H 5 BLDGS 30 UNITS (HH HH HH) BLDG 6B (6) 2 /2 BATH 18 BLDGS 48 UNITS (GG GG GG) BLDG 8A (2) 8 BR/1 BATH (HDCP) 3 BLDGS 6 UNITS (JGGJ HGGH) 2 BR/1 BATH 6 UNITS (4) 2 BR/2 BATH 12 UNITS TOTAL 102 FLAT UNITS PROJECT TOTAL 205 UNITS COMMUNITY BUILDING #47 INCLUDES: MEETING/GAME ROOM LOUNGE WITH KITCHENETTE EXERCISE ROOOM JUL 15 ENTRANCE OFFICE/SALES AREAe�-- ASSOCIATION MANAGERS OFFICE �`y:-�✓� a ��� HOT TUB MEN'S & WOMEN'S RESTROOMS HOT TUB EQUIPMENT & STORAGE ROOM PAVED PATIO PLAY AREA M I Seeded Lawn Seeded Lawn �1L uw, - TRASH ENCLOSURE Seeded Lawn °° 42 1 ° P.S.P.C. BEVERLY NO. 1 EASEMENT , RV PARKING (Cep. 15) O :..* .o • gip• � �� i�b� a• � i Rai a ° J Seeded Lawn i� i MATCH LINE OPERTY LINE F iPA ♦j��.A OPEN RECREATION AREA �- Seeded Lawn SPORT AREA (WA ° ° •O aOp :OWA wvm d� O 7.R N �i���'`'���i ��f1s• C, t�esss CY • :� t:9if � O(E) ASEMENT AREA OPEN RECREATION AREA �— EARTH BERM (TYP.) Seeded Lawn 0 PICNIC AREA WNffat:T 5�mbo l_ Tupe of Vecet t i on: rEvergreen Trees: • Large Deciduous Trees: i Medium Deciduous Trees: Small Deciduous Trees: Large Deciduous Shrubs Small Deciduous Shrub: Large Evergreen Shrubs dPdD0 Small Evergreen Shrub: Existing Vegetation Groundcover Cxroundcover VN Seeded Lawn ` •' �' •�ii�iiiiiii�i�iii�iii�iij ��►�_ �i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i ►••❖•❖.❖•••❖•••❖.❖•❖••j L'�`'• �� �i�i�i�iiii�i�ii�ii�i�i�iii�j Za �`•�°' �•• O fi• �•ii�iii�ii�ii�ii�ij y �;;' • �;� say �••••- :� tom: =0• ���� O�•ii'♦�►� �i: G• �`s'' �a'��. 4�P �► •:►tom pppC�p . SOALE IA' = 40" 40 20 n A � , \` ao. _v F AWRz, 01(�I ELE VA NUB .■ `�1 �� d,4,K�ia�„.����':do -� � .:,.ram �i� Cis: J'n�'IL `�� �_ I �:O �iy � O � �:�'i• BARRIER i RIF MA TCH UNE O O ° o° 0 I� l I �I I + I I° I ° I 00 00 O O ° O 00 °0 ❑ O ° 00 O I 1 ROYAL HILLS DRIVE ' r all . c'c 01 / 1 RECREATION VEHICLE PARKING AREA Seeded Lawn ,f 1� 1 DATE: 7/12/99 n� �O C r l v Z � E a. I p c$ 7 x cn N O V) ` X v o � ua .� Q z z V) 3� 0) E.. L °' m � 0 r+ � v N o A 0 c'n W 1N1---4� �_ Z C ° P4 > � d •OD° L � 77 I� O U N W STATE OF WASHINGTON RE TERED AP � OLL CERTIFICATE NO. 377 P: ijk 1 Pr m r � / SHEET of 1 2 -111 NOON NONE m �- -■�■- -� —� mm M •.mm. - EN■E NOONME C —�— -.� . •.��. �— -_ =111111 mm m MIND no FRONT ELEV. BLDG. TYPE — 4C SCALE: 1 /8"=1'-0" REAR ELEV. BLDG. TYPE — 4C SCALE: 1 /8"=1'-0" END ELEV. BLDG. TYPE — 4C SCALE: 1 /8"=1'-C NINE man MMw _,., NOON.. — NOON..-0 — N■NN N.NNNN. = ■■■ ■■■ —_■�.' �M_ END ELEV. BLDG. TYPE — 4C SCALE: 1 /8"=1'-0" L------------------J !--___—______---__—_- UPPER FLOOR PLAN BLDG. TYPE — 4GO" SCALE: 1 /8"=1'-0" LOWER FLOOR PLAN BLDG. TYPE — 4C SCALE: 1 /8"=1'-0" FOUNDATION PLAN BLDG. TYPE — 4_C SCALE: 1 /8"=1'-0" N Wcr U J� W% s m< O 0z: i CD _ II —D. te lob Drawn Checked co Q r-1 co �\ v \J II Wesce x co W o �c\2 O LO Uco 0 O z 0 U o z z O TQ U z Q O CIO W 7D w U cn z zu>�� O } o o U�U) Q zDz�Q m = W w LO z �LL��� o 0 0 m MATCI LINE 627•41 —— SITE PLAN SCALE 1 "=40 _ — - 44, /A \ \ o 232 63 - 6 r l\I co ro ° 42 6B \— 41 6A 40 6A 39 i 6 �' 6 i 6 \\ 000l \10I / e / loe / s 1-1 lee 0000 / / / 0-1ool \ / / / / /' \ / lool e / /' ols&�N� PREP ' \ ,\ \ /'' /'' \ \ \\ e < /' \ / %►' / Ile/ // \ ��A \ /''r �/PGRF- // // \��` e/ I /' /e 0\v- // G 0 // /� I.,Rooll\ \ / \ / /' / / � /000\ s / 1-1�P�' lool lool ooll 00_0'K'e \ 1/ lool / N / d 000l G / -o \ / �-A \r o ,c rj�° 1• n� '\ \�Z / / ��o • 3� e � i \ 4P� loop / \ av0. 10-1 / / / \ OQ�� P cs 0 \ / / / / / / III ��. to' \ ' 1> / l04' / / Q kn r l0000/��- 0�00I e O e lollo O v. � e e �� Ap• e / / F C� / e F \.e e //e/ePRF.P' e \ / / / e EDGE 40Z a e'' -- SL= E e e 0. 0. e / �o `TJ �y2y�oDy \ 1 - / \ = \ ' `- �G vcp �/ �a UNIT J 2 BR/1 BATH FLAT UNIT SHARE.) CARPO�T 916 SQ FT (6 UNITS) (WASH STATE HDCP UNIT) (5 REQ.) PARKING PROVIDED SOUTHE"ST QUADRANT 85 UNITS (PRIMARY USE) DRIVEWAY PARKING 150 SOUTHWEST QUADRANT 18 UNITS (PRIMARY USE) ENCLOSED GARAGES 15& NORTHEAST QUADRANT 74 UNITS (SECONDARY USE) COVERED CARPORTS 1C2 NORTHViE-ST QUADRANT 28 UNITS (SECONDARY USE) OFF STREET PARKING 150 TOTAL 205 UNITS '(2) 3 BR/2 1 /2 BATH (2) 2 BR/2 1 /2 BATH (2) 3 BR/2 1 /2 BATH (2) 2 BR/2 1 /2 BATH TOTAL 103 TOWNHOUSE UNITS SITE W C\2 coLo H I O� L) 1 ~ � z x o 1 O E I L)� E.+ Q x Z �z w ~ O o � w Q C) A w w�� cx E-+ W A o O kn cc 0 ---------- ROYAL HILLS DRIVE ,b EDGri E—��' SLOPE \ \ i 70 416 4B _ - 2 1t'�_7o w — — — — — — — — — — — — — — — RECREATIONAL VEHICLE \ PARKING AREA (C A A C) (C A A C) MATCH LINE ON STREET PARKING NOT COUNTED SHADOWPLAT OVERLAY ALL BI,ILDINGS ARE WITHIN 115FT LENGTH LIMIT TOTAL 5r78 TEN BUILDINGS ARE BETWEEN 10OFT TO 115FT IN LENGTH DESIGNATI — FLAT UNITS 6) 2 BR/1 H 5 BLDGS 3o UNITS (HH HH HH) (6) 2 /2 BATH S BLDGS 48) UNITS (GG GG GG) (2) 8 BR/1 BATH (HDCP) 3 BLDGS 6 UNITS (JGGJ HGGH) 2 BR/1 BATH 6 UNITS - 2 BR/2 BATH 12 UNITS. ! TOTAL 102 FLAT UNITS PROJECT TOTAL 205 UNITS COMMUNITY BUILDING #47 INCLUDES: MEETING/GAME ROOM LOUNGE WITH KITCHENETTE 0 Lp EXERCISE ROOOM ENTRANCE OFFICE/SALES AREA ASSOCIATION MANAGERS OFFICE HOT TUB OF MEN'S & WOMEN'S RESTROOMS SHADOWIPLAT HOT TUB EQUIPMENT & STORAGE ROOM PAVED PATIO PLAY AREA TYPICAL SCALE, 1'= 20'-0' LANDSCAPE TYPICAL SCALE, 1'= 20'-0' HANDICAP UNIT LANDSCAPE PLAN Groundcover STATE OF WASH I NGTON REGISTERED LANDSCAPE ARCHITECT MAR I IN L. LULLNER CERTIFICATE NO. 3-77 A" "A t '6� AV LEGEND NORTH Existing Property Line/ City Ownership Existing City Easement Proposed Property Line Future Aquisition Potential Acquisitions As Lind & Funcling Become o Available To Be Purchased When Residential o Parcels Become Available - A Ond & Funding Become Av.dilab[6 KENSINGTQN CREST COLORED DISPLAY MAP SECTION 21, TOWNSHIP 23 N., RANGE 5 E. W.M. 4 ot /M 3.4 SCALE I It =200' Primary Trail i vz 16 Wide 11 Secondary Trail t Iv- 14 Wide Footpath (3'-,S' Wide) Existing Trees Proposed Trees Brushland Grassland Z' 'I " r✓ (CJ %/a.�(% �� n?ij f Ir J;5' 175r *v -70' J q V/ 01: N V�31 Inr J' vn C3 9:3 r-T I �:."jo ".-I a'��C+",� � ¢ �=+--_-'-=�`'-- ZZ7 I-P via L;l L3 L' 17 )w r�7 V'- L ti C1 4 C1 �j 0 Lo C. rat, L - r� t -�z Z r _. �i� __, � � � 1 1, � _, _..�._ t � -' f 1 ,�i�� / 1:7 C C, Maplewood I Q Golf Course &IMeitdow % N '_.Trr1rrr1'11T11TTTM1Mt Parking Lot Number of Spaces is Indi(ated Restroorn Picnic Shelter 0 Picnic Site Play Area City Trail tit item v" 4 -v" X IUD-" A N IV. IJ A ) J, v Conservancy Zone N %\ r 4, IJ A00 ow NEIGHBORHOOD MAP 03A13038 g I Inr ­L'NJ_z� JO A-LIZZ) CL CL Q LAJ U LLJ Qr- Q) z C) z LU Cj O C14 cr_ CL Q 3 U) Q 00 00 At. 'C' LU Z z C'4 X LU Cr 04 Z W z a� LQ 5-- LIJ LAJ WO Z co t�z �mW� �j z �i 4h 0 5 fc 4(9 IT Wa 627.41 - \p �s- d \ \ 154.50ov \ . 0 \ 232.63 \S.��NGFI E� \ A 1 \ \ \ �N002 \ \ 41 8B 40 4C 39 4C 38 86 ���� C \ cp717, / � \ PARK 'S CARS ON STREET / \ \ BDAD—E N / i Val loo 71N,Y by \ — —10, TOp S�Qq 6 32 8C 33 4C 34 4C 35 8C i Q \ ` �5 EDGE / ALLEY 2 \ \ P K 4 P K 6 \ y \ 6 p R //P� c'o. / \ ti� 31 6 A o. 3 \ i \ 25 � c�� / \ \ `� o. X ti d OR/ P / / / / / / / / � / A� �` moo• of N'L' NI 'o. 0. / / X 4/0 2 9� _ ` % / PGA / L / �'� moo. � / / / /�• PP / \ ��� 6 do moo. moo. op co 0-011, / %� / o / N o c 13 4 No / l s / �,q Y C z8. 12 4 B 10, 28' .� ��co,N 1 4B , 46 c 12 1 z TKO — — — 4' SIDEWALK TYP o N p O 04 -Q) `O / q Rk 12 N / 2 2 cq / ?o. ?a 36' TYPICAL PARKING HDCP STALL co (IF USED) ti� CP PARKING j� '%I SITE PLAN SCALE 1 "=40' W co co co o � a w oC\2 ~ o o O L) z z L)� W x to 04 E­ LIM W to EDGE= SLOPE 16 4B 0 N RECREATIONAL VEHICLE PARKING AREA MATCH LINE ley, R(gir 4� _l � _9�_ 1 G ( J II SITE PLAN I of COLOR F— i-- I V) Y Z Z a o V) CL Q W W Z E < E 10 D O v W C 0 M U 0 Cc 41 OOFD U o rn Q J c 'rn _ z = z Q C a Y Z O cc a V) U a of a a� � a a O O � 0 ~ool CL \ C 2L: Q m O J a �I � C d O tr � Z_ Z O II w Joc� p F a �`-Ow Z a �L 6 V) N t N Q 0 cy U ij w w > Z 3 Y w O 11 a v, o o u a In LIJ Er W Q X (� w LJ T F- O z `r CB#3 TYPE 2-60" DETAIL 1 "=5' s N SECTION 21, TWP. 23 N., RGE. 5 E., W.M. HDPE ANCHORED ,ti l``tiiti� :�• TO CB 18" HDPE k` � t\ :� � �., •, � �,� \: `,.. � ,� � fit\ � ` I � ; ;'•`' .`- -','t • , � ` �.•.� i1���'' NOTE: _ �_ I___ .______ -__. �• .,, �� . ,;��;`� \ , PER THE FEMA MAPS THE 100 YEAR FLOOD PLAIN EDGE OF CEDAR ,1:� ii;. ; t. <<' '`,� �ti. EL=55.5' WHICH IS ON THE NGVD 29 DATUM. • I .; . �� �, RIVER 24" HDPE so �L�:`. •, ; r�1�• , ;� :� t USING THE NAVD 88 DATUM THE 100 YEAR FLOOD 24" X 18" TRANSITION a �PLAIN EL=59.08 SPECIAL NOTE: OLYMPIC PIPELINE CO. SHALL BE ONSITE DURING CONSTRUCTION OF STORM LINE NEAR EXISTING EX 12" CMPF- . '. ���`, ;t�1`.t�E ELEVATIONS SHOWN ON THE ENGINEERING PLANS PETROLEUM LINES. CONTACT MARK KRUGER HALF ROUND o �Q '•. �. :� t' `:. �;:1 WSE A CONVERSION TO THE NAVD 88 DATUM BY ADDING CAB#2TYPE 2-60 DETAIL .. •. '. `��.� �� , :.� .,� FEET TO THE ELEVATIONS SHOWN. 1 =5� ® (206) 510-0575 48 HOURS PRIOR TO INSTALLATION THERFOR THE 100 YEAR FLOOD PLAIN ELEVATION SHOWN ON THE PLAN EQUALS EX TOWER Qo Il' . ' G. 59.08-7.75=51.33' BASE EX OLYMPIC PIPELINE .1 COMPANY VAULTS ��/'• ' EDGE OF WATER EL=43.47 TOFF I 11 a Q M F FIELD SURVEY B AT TI E 0 ELD R 2 EX 3' HIGH 6 ON MAY 1998 \ r S I• 0 WODFENCE. 0 0 O s. •/ 2 N 2 G oEX UTILITY WARNING U TOP 20" STORM GAS CROSSING 10 YEAR FLOOD VERTICAL SIGN 0 PROVIDE 1 FOOT MINIMUM c AS PIPEN V 179.0 CLEARANCE BELOW GAS LINES gu1LplN�'0� �- AApIIPIPl:L1NF�• —� -CDF DAM XL - =•4�' PER DETAIL THIS SHEET EX 16" SFEEL.,PIP'E , OLYMPI : PIP�j N i-- -� _ _ q oo . �� a' EX UTILITY WARNING L18„ HDPE 24 X 18 TRANSITION TOP 16" GAS PIPE 181.8 a DAM 4� ' Uhl \` • � Z HDPE TO CB ANCHORED �'. 1 • �, 24" HDPE 1 \ ee •.. INSTALL PIPE ALONG CENTER OF EX 12 GRAVEL/QUARRY SPALL ROAD EJOWEf2 •.''•ri . BASE• 'r. f'" 2 6 S B :is::::;,-''••�:.:'•••'.''•••:::; ..:::;; � :::;::.•;''��''•�::;;:,::�:: _::::: ��''••�::;::::::::::;:;;::: ��''•�•. tc 06 EX UTILITY WARNING I \• `'• ,o SIGN ' •• 2j0 0 to 6isk 6F.40 •220 0 ..664 L F 18 :HDPE SDR 17 i � SIGN - o �—•. 6„ MAN 20' PRIVATE DRAINAGE =III= NOTE: EASEMENT — FOR HDPP PIPE MUST BE FREE III -I TO SLIDE INSIDE A 4' LONG SECTION OF PIPE ONE SIZE / DIAMETER LARGER ---- 4" PVC SOLID -X HALF ROUND CMP PLIGHT 4" PVC BEND NEW 4" TO 24" QUARRY SPALLS, 24" DEPTH Approved By Date `` -yam �o�� � �. \ rvrc�-rurn r ♦ nnr nrn 6-Zo-Oo DEVELOPER: ARM ROGER NIX PAGEANTRY COMMUNITIES 0� F AS/H/ 2936 KENNEWICK PLACE N.E. r RENTON, WA 98056 z �425 235-0744 425� 235-1394 FAX 60 6 ENGINEER: o��sS l S 1 E E�G\�18215 WA 98032 AVENUE SOUTH ONKENT,AL EXPIRES 2 5 02 (425)251-6222 (425)251-8782 FAX to CONCRETE BLOCK CONCRETE BLOCK ANCHOR t // III —III_ MAN l� e "J PIPE BED- r T r" A r'l r— n /'1 T 1 A I CITY OF RENTON C>E=PARTMENT OF= PUBLIC WORKS GRADING AND STORM DRAINAGE PLAN (OUTFALL TO CEDAR RIVER) Kensington Crest Condominiums DESIGNED MTS _ DATE 6/6/2 00 1 FILE NO. DRAWN DWW CHECKED RJA SCALE 1"=40' APPROVED LiRf C7r)R nr P'.�BIY: WgRKS FIELD BOOK SHEET -......- 9...._._.._. OF. - _20. N to �Y N v N Ivi N LO I CIA <Y f� N m I c� r7 J' r` N vi Q� X O �r Ii ai 0 U Ln N cfl O O O N 6> O 6 E N C' �i- I N r� d- Z Of W W Z Z Ld (�J d- / O CZ' W J) 0 cn / W 4� LE NM V KENSINGTON x4ja1Z� u ► u COMPLEX SLOPE EXHIBIT 90 I 6605 4z oJ+s;Ae coi A PORTION OF 40cle.SlopeS KING COUNTY, THE NW OF SEC. 21, TWP. 23N., RNG. 5E., W.M. WAS HINGTO N Area A= Area B= 0-25% slope = 19670 sq.ft. 0.451 acres 0-25% slope = 97580 sq.ft. 2.240 acres 25-40% slope= 19280 sq. ft. 0.443 acres 25-40% slope= 49570 sq. ft. 1.138 acres 40% + slope = 59460 sq. ft 1.365 acres 40% + slope = 84310 sq. ft. 1.936 acres Total area = 98410 sq. f 2.259 acres Total area = 231460 sq. ft. 5.314 acres Tower Base LegeIlU: 0 Area of 0-25% slope 1= Area of 25-40% slope J = Area over 40% slope i f v� No 485811, n 1 1 U N A E. OF W A S ,c -Z V 22338 vFO�lSTE �L AND 12-15-2003 Note: Areas A, B, and C represent those areas of the gross site not encumbered by Transmission Line easements. Centre 33639 9th Avenue South Federal Way, WA. 98003 ' (253) 661-1901 Pointe 4 Surveying DRAWN BY: S Woods CHECKED BY: N Larson DATE: June 04, 1998 JOB NO.: 1352 SCALE: I" = 50 ' DRAWING NAME: 1352 n. Revised 11TplY�y Ge1PFpywii'��E% 3o TON F -8FI f1 E 001LU11'46 DIVISION October 05, 1996 INDEX DATA NW 21, T23N, RSE, WM SURVEY FOR Dick Butko P.O. Box 3266 Federal Way, WA 98063-3266 KING COUNTY, WASHINGTON SHEET 1 OF 1 10 -`r� 1 ��l AP Rot 2 Mm'L I I I= FLAN a I 11 KOBEJH ARCHI -�ssm� MHOMMI IU,FMOW- ILYMP&MMUMP KF.NSINUTUN GHF.3 DNDOMINIUM COMP RENTOW WAIRHINGTC �HUHIIEV UKA b%..ITC 01 AKI KENSING TON CREST CALL BEFORE YOU DIG 1 800-424-5555 � I I 1 jo � oo I00 N ® DBM CC,�SULTING ENGINEERS,1999 THIS DOCUME AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY DBM CONSULTING ENGINEERS AND HAS BEEN FURNIS;-I=:D IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A . PARATE SECRECY AGREEMENT BETWEEN DBM AND THE REC:I;ITENT. THE RECIPIENT IS NOT TO COPY, DUPLICATE, OR DISCLOSE --IE CONTENTS TO ANY PERSON OR ENTITY EXCEPT AS EXPRESSL' AUTHORIZED BY SAID AGREEMENT OR BY DBM IN WRITING. SITE PLAN SCALE: 1 "= 30' S=(100)x2x7480 58800 S=25% SL APE ANALYSIS PLAN N 8 9,05 9 � 0� F SITE PLAN SCALE; 1 "= 30' S=(100)x2x2120 14000 S=30% SITE PLAN SCALE,, 1 "= 30' S=(100)x2x1180 7700 S=31% 3�v❑❑ qco q � V Q A o 00 �cy) U '�p Q O � co rn V) a� zx<r-') OUP 00 U m ry y n !— W � o m w I 64 SCALE: 1 "=40' 40% PLUS SLOPE AREAS SLOPE ANALYSIS #1 SCALE: 1 "= 20' 40% PLUS SLOPE AREAS AcT_/vsi_zv(;To_/v CRESIT GRADING & STORM DRAINAGE PLAN NOTES AND DETAILS SECTION 21, TOWNSHIP 23 N., RANGE 5 E. W.M. SLOPE ANALYSIS #3 SCALE: 1 "=20' 40% PLUS SLOPE AREAS IN IE_130.55 OUT IE=130.55 INSTALL PIPE ANCF WITH NO MORE THAN li u SEPARATION (SEE DETAIL) 45°BEND I o� C00 0 ESE DRAWINGS ARE FOR THE PURPOSE OF SITE _AN APPROVAL ONLY. THEY ARE NOT INTENDE[ )R CONSTRUCTION. THEY ARE PRELIMINARY J(:INI FRIPI(`_ npAwiPl(_C CALL BEFORE YOU DIG 1 800-424-5555 -BIRD CAGE (SEE DETAIL TIE RIP RAP INTO EXISTING BANK ROCK u 47.3a_/ OUT IE=47.3 n r- / T . I . I . HORIZONTAL SCALE: 1 "= 20' VERTICAL SCALE: 1 "=10' ORDINARY HIGH MATE R. _ _._M_ .._ ELEVATI ON = 45' CEDAR RIVER I)I3M COZVSUL TliVC EIVCIAITERS CIVIL ENGINEERING, DESIGN, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 502 16TH STREET N.E. SUITE 372 AUBURN, WA. 98002 OFFICE (253) 887-0924 FAX (253) 887-0925 150 125 100 75 ' in �9 d10 . r umm 1:/mm FRONT ELEV. BLDG. TYPE - 6B SCALE: 1 /8"=1'-0" REAR ELEV. BLDG. TYPE - 6B. SCALE: 1/8"=1'-0" END ELEV. BLDG. TYPE - 6B SCALE: i/e"=+'-o" END ELEV. BLDG. TYPE - 6B SCALE' 1/6"=1'-0" DINING { f _ KIT lr:rcm—l � BEDROOM 1 DECK LIVINGROOM UNIT G ENTRY BEDROOM 2 /" DECK LIVINGROOM UNIT G DINING KIT r--MF4; FLOOR PLAN BLDG. TYPE - 66 SCALE: 1 /8"=1'-0" TYP. (3) LEVELS FOUNDATION PLAN BLDG. TYPE - 6B SCALE: 1 /8"=1'-0" ul z O 5 Date a.e � c�..b.a 0 -- rn co cQ W rit W 00 � J 0 0 �CQ 0 U Iz D h Z z o �j 0 z Z z 0 Z w w Vz� O a I— p covz � W D o w C.� co Z Z O Lu 0 0 ?: cc �-' p o ��c �o Z � J W A V J m � GW'� ZccaML, W 0 0 co u. m �+ gR9�-1�I T ELEVATION SCALE: 1 /4"=1'-0" - BLDG TYPE 8B REARELEVATION - BLDG TYPE 8A SCALE: 1 /4"=1'-0" E SCALE: 1 /4"=1'-0" UPPER FLOOR PLAN - 8A SCALE: 1 /8"=1'-0" TYP. (2) LEVELS LOWER FLOOR PLAN - 8A & 8B SCALE: 1 /8"=1'-0" FOUNDATION PLAN SCALE: 1 /8"=1'-0" Ld W U LU U V) W i =; O 0 �Z 0 Date Job �/ Drawn Checked e� m wZ �Q cow / 232.6 ' I l _ _ SITE PLAN — — SCALE 1' =40NE PR_pPER W \. \ l 11 , I / / / / / / / / / / / / loll / ' 40 /'/ / / / Ile / EDGE 40q S, / P / MATCH UNE BUILDING DESIGNATION — TOWNHOUSE UNI—S cq co r- I CQ Eco L) cv . w F 0 m m z 0 • E., 0 •z u x or ROYAL HILLS DRIVE EDGE 40! SLOPE \ —7 W -o ----- ----- -------------- RECREATIONAL VEHICLE PARKING AREA UNIT DESIGNATION BLDG 2A (2) 3 BR/2 1/2 BATH/DEN 4 BLDGS 8 UNITS (E E) B) / BARRIER UNIT A 2 BR/2 1/2 BATH INTERIOR UNIT SINGLE GARAGE 1208 SO FT (48 UNITS) BLDG 2B 2 ( ) 3 BR/2 1 /2 BATH 1 BLDG 2 UNITS (B / UNIT B 3 BR/2 1/2 BATH END UNIT DOUBLE GARAGE 1356 SO �:- T ( 2 UNITS) BLDG 3A (1) 3 BR/2 1/2 BATH 4 BLDGS 4 UNITS (C A A) � (ONE BEDROOM/ONE BATH ON MAIN FLOOR) (2) 2 BR/2 1/2 BATH 8 UNITS (C D B) BUILDING DESIGNATIOIN — FLAT UNITS UNIT C 3 BR/2 1/2 BATH END UNIT DOUBLE GARAGE 1342 SO FT (44 UNITS) (1) 3 BR/2 1/2 BATH (MF BR) 4 UNITS (C D B`) BLDG 6A (6) 2 BR/1 BATH 3 BLDG 18 UNITS (HH HH HH) UNIT D 3 BR/2 1/2 BATH INTERIOR UNIT DOUBLE GARAGE 1342 SO FT ( 4 UNITS) BLDG 6B (6) 2 BR/2 BATH 10 BLDG 60 UNITS (GG GG GG) E4SEMENT AREA BATH,/DEN END UNIT UNIT E 2 BR/2 1/2 BATH DOUELE GARAGE 1360 SO FT ( 8 UNITS) BLDG 8A (8) 2 BR/1 BATH 1 BLDGS 4 UNITS (HGGHHGGH) 20' UNIT F 2 BR/1 1/2 BATH END UNIT DOUBLE GARAGE 1052 SO FT ( 4 UNITS) BLDG 4A (2) 3 BR/2 1 /2 BATH 16 BLDGS 32 UNITS (C A A C) (g) 2 BR/2 BATH 4 UNITS J / OPEN RECREATION AREA ONE LEVEL UNIT) (2) 2 BR/2 112 BATH 32 UNITS _ — — — — — — —B�f36�38- — (-2�- 8-$Rfi ��TI1-(Ti(TCF�'f ��LbG 6 — — — UNITS — — — — — — - (JGGJ HGGH) J / WASH STATE HDCP UNIT) (8 REQ.) — — — — — — — — —B�D� �� �� —�BR f`2� j`2-BA 1 — — —��DGS _ _ _ 8 UN TS (C A A C) 2 BR/1 BATH 6 UNITS / — — — — — — — — — _ — _liAilT-G — — z�-Bf2 f2-$ft-Ttt 1=tAi-C1NiT- — — — — — — — — — — — — — SHARED CARPORT 1004 SQ FT (64 UNITS) (2) 2 BR/2 1 /2 BATH 8 UNITS 2 BR/2 BATH 12 UNITS / � — — — — — -" _ -- UNIT H 2 BR/1 BATH FLAT UNIT SHARED CARPORT 894 SQ FT (36 UNITS) BLDG 4C (2) 3 BR/2 1/2 BATH 2 BLDGS 4 UNITS (F D D F) TOTAL 110 FLAT UNITS / / UNIT J 2 BR/1 BATH FLAT UNIT SHARED CARPORT 916 SO FT (6 UNITS) (2) BR/2 1/2 BAT DCP) 4 UNITS PROJECT TOTAL 220 UNITS (WASH STATE HDCP UNIT) (2 REQ.) A COMMUNITY BUILDING INCLUDES: 110 TOWNHOUSE UNITS MEETING/GAME ROOM PARKING PROVIDED SOUTI-EAST QUADRANT 92 UNITS (PRIMARY USE) LOUNGE WITH KITCHENETTE / / DRIVEWAY PARKING 180 SOUTHWEST QUADRANT 18 UNITS (PRIMARY USE) EXERCISE ROOOM ENCLOSED GARAGES 180 NORTI•-EAST QUADRANT 82 UNITS SECONDARY USE ( ) ENTRANCE OFFICE SALES AREA / COVERED CARPORTS 106 NORT4-WEST QUADRANT 28 UNITS (SECONDARY USE) ASSOCIATION MANAGERS OFFICE / HOT TUB OFMEN'S OFF STREET PARKING 158 TOTAL 220 UNITS & WOMEN'S RESTROOMS MATCH LANE ON STREET PARKING NOT COUNTED ALL BUILDINGS ARE WITHIN 115FT LENGTH LIMIT HOT TUB EQUIPMENT & STORAGE ROOM PAVED PATIO PLAY AREA TOTAL 624 TEN 3UILDINGS ARE BETWEEN 100FT TO 115E T IN LENGTH `'�+ FRONT ELEVATION - BLDG TYPE 4C SCALE: 1/4"=I'-0" REAR ELEVATION fts, BLDG TYPE 4C END ELEVATION - BLDG TYPE 4C SCALE: 1/4"=1'-0" END ELEVATION - B-L-DG----T-YPE 4C SC A, L 4 UPPER FLOOR PLAN --4C SCALE: TYP. (2) LEVELS DECK DINING LIVINGROOM ir r- I OA7 ATH BEDROOM !Ill BEDROOM 1 BEDROOM 2 LOWER FLOOR PLAN SCALE: 1/8"=1'-0" BEDROOM -- - 4 C, FOUNDATION PLAN SCALE: 1 /811=1 '_0" naa Job nmvn Ifteaked Cr cc L- CC) cc 0 CQ C\2 0 Lo CD 00 z 0 CD <! C) 0 cn u z < 0 3: 0 Fy L7 (n :77 > CU u� z M is < Lo C\2 0 o SA `1�S-/GI FRONT ELEVATION BLDG. TYPE — 4A SCALE REAR ELEVATION BLDG. TYPE — 4A EN D(LEFT ELEV. BLDG. TYPE — 4A N "I L 0 N 2 I 1'— UPPER FLOOR PLAN BLDG. TYPE — 4A scxm. 1/8--r-o- E LJ I I ENTRY GARAGE I I I —J r ---FUG I s TUN Y I f� EI KIT LIVINGROOM UNIT C DINING ENTRY C GARAGE H GARAGE ENTRY LIVINGROOM 0 't 0 FURN �s�' — — — FURN F==9 I1�iA� I DRY I ,. € � I DRY I L_ J L__J _ _ L__J N „T',IRV _ ,II I w� KITr4a KIT In LIVINGROOM F= UNIT A UNIT A DINING III DINING $SI {{{� E.��• PATIO LOWER FLOUR PLAN BLDG. TYPE — 4A u SIR , 25 1 /2 8'-1" 5'-511/L fp 3»is 8 4T t 4 ENTRY GARAGE rC 0 � L— FIJRH — F'—aF==q I II l�lM 1 DRY I r -t T , _ Yf I zy I N�G� I p I i I f KIT -.� �..,... LIYINGROOM f 1 i E UNIT C DINING itf— 5-5 II I F F F I JL__J I I n III n , r�r�� n n J LJ I I L L " I I " � J 1,LJ L -1 II F II II I III L --I' L PATIO SLM PATIO SLAB III PATIO SLAB - -L S 9'-410 57_ 0" 60_81► 61_80 1 59_0" 9,-4„ 9 _4 5$_0„ 69-8to 21'-0" 21,_0„ 219_0„ FOUNDATION PLAN BLDG. TYPE,— 4A scmm ..�+I3 w PAT I OEX I L U u F "o �,_ 9_8'9 �5,—oft kr- 21 >_0„ i 4 2 , lCop�FN �'oF rpU . ��� l R�NTcl/V �I , PATIO SLAB 9 —4 1 8'-0" co z 0 5 co C\2 00 x w� 00 W co H ^ O w O vco Lo z o 0 Z z O �vo~z Z ~ z c� 0 o w UZc') O� cf) v z LUDo W Z z0UJ 0 0 ?! O o A 0 Y co z J O Z���A, u)m=ww m Lf) w >' a N O o u. m R' co v§ FE44 A AOF END(RIGHT ELEV. BLDG. TYPE — 4A