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HomeMy WebLinkAboutVol 2 - Large FormatF- F_ O o o w W U LL a z „ Z 3 O o = V1 z d a LL_ w cn Q .o z z 0 U 0 O CO P U S fi O � c. C O V♦ Y ♦r♦^^ V, 00 o m m z z Q 0 0 Q O V) N Q O Q ft w U d N n W < pc �[ 3 T~lam CL 1 w, C v U Ln m n J a 1 I a w o z a FZ Q �o �o x a W u V= o N O Z qa 0 o Y w U O a < Q Q Q < Q Q Q Q per_• 3 7) � -3 -3 0 cq � O ^_ IN �'� � o � N N N O r \ CDM \\\ to V � o O O W z z z z z CLaaa2 CL OU N N Y z �oZOZow JO V v>_) Q Q FN-- � zzwzzzg Fes-• H iN z U wLn- wwwa m m LLJ :2 :2 2 0000 �cg 0 U :3 U U U U U U J U L: U U q CUtz WLam.., =W W W LJ Q6 P7 N I r Z ? t\ to i 00 0) QD SECTION 21, TWP. 23 N., RGE. 5 E., W.M. 6" ROOF DRAIN ® 1.0% (TYP.) TO EACH BLDG. STA. 96+32 EX POWER POLES END PAVING W/GUY WIRES S 89'59'05" IN 1014.64' 111=40, -34 -1jMD V. NOTE: I t I i 4 SE HORIZONTAL ' E 0 ZONTAL I CONTROL '• t0 4 -PLAN SHE ETS 2 3 dt 4 , V ' �I 10 26' 1 I / tt 2� •2 FOR ROAD CE �• '�► NTERLINE I 8t/ P l BEARING •. AND \DISTANCES I 11 - i 1 0 I r D STAN ES N R 'TI N- t T>= Et, 0 I . X� once • I IIl l / S _ 4 J I +47 •.1 � • • V C TPl 2 � 3 b 1 i �T 4 x $ S8. 1 I' 9 i � 1 A 2 Al +0 �0 B T 6 0 �. 3 \ F 1. a' S h 7 I . I \ i `' ,+. , .•. � / `L �, \ \ I i• _ ..:�rs�,- \ 1 � 1.B$i . � Mt'L^r_�' � 26 .�^; . ter.' •' • v' 1 i""R / `�` •JlS II �'.`..( , { ii! _ <N \ _�F 1:r�.1.- ' aZING - � \• '` 1 t _ { / \ I �B 2^ 1 < • Utility warning i y sign 2 c 3 �G 311 I 1 I �-10- - _ - _ - - •. � \ \ �� i it � .: �. \ \, - -_ -•- - --'�- .- -, EX POWER POSES ` { i, �: \\.\ , ~= . • ., � � w, � � 1. � \ �' '•.� W/GUY WIRES _. \ i _ _ _ �' • b• 1 _ --_ � • , : / � • �. � - _ _ - _ _ - � \ � ;.� r I CONTRACTOR TO INSTALL •., . .. R ' .� a ` %, I ORTH EDGE' F 1 \. _ EDGE OF. 4pX.. �� \ � � � I 1 �\ 0 SEATTLE �, vr1�_ � �,. �•-- � \ " TOP 20„ CONCRETE SLAB OVER EXISTING SLOP•, \ \ "-- : I r \ ` \ d1 j,,,�WIIGHfi* EASEMENT \ \� \ �, _ Y OLYMPIC PIPE LINE WITH CONCRETE j� JB QG �.." \.;I• O.P.C. PIPE ' 1 '� \ ♦\ ` `'� • 234.36' CAP PER SLAB DETAIL A-420 �V �,� ON SHEET 20. (ONE SLAB) 6 F OTING IDRAIN TOP 20,, F�/ '� / / 1 flN FPOTING' I TOP 16 GAS PIPE / / j I: I ; ; , �� 8 O.P.C. PIPE y,:• 235.56' C y• LA PUGET S UND ENERGY �� `\ \I 1 I • 1 • / ♦\ FOP ; TO LOW . THREE (3) 1.: \ • GUY CHOIRS DUE OP 20' / 1 , \ / TOP 16" •' �h� ING CUT. O.P.C. PIPE: , v+ `�, \ .'. ._57.16' C B28 I , \ GAS PI��, •' • • �� '� ; / �1 1� 1 11 11 •00 ,� I i \\ ♦'�,H BASIN DATA: VV P% STA. 46+ 00! 13.75' LT cA 0\- / l • CB#Al2, TYPE 1 RIM-24112 '�•• \ `• 0 5 ' / • _ STA. 874 87.22 IE-242.00 (67 / Ey, / CONTRACTOR TO INSTALL .�' CB#A1, TYPE 1 CB#A7, TYPE 248 W/VANED GRATE IEe241.55 (12 / CONCRETE SLAB OVER EXISTING �� STA. 19+79.15, 6.75' LT STa 15+92.98, 7.25 LT R/M=256.99 /E=241,50 (12 ! / �` � / OL'�MPIC PIPE LINE WITH CONCRETE � RIM=216.66 R/M'?49.05 ! 0 1E=241.79 (12 IE=245.77 (67 CAP PER SLAB DETAL A-420 • IE-21283 (1?7 1E=245.6 f (12 CB#A18, TYPE I >. / ON SHEET 20. • 1E=241.64 (12 7 STA. 45+60.00, 13.75' LT S;•., - � _ - ;!'' CB#A2, TYPE 2-48" " l£=245.53 (12 R/M-252.98 / i - •� CB A8 TYPE 2-48 STA. 18+71.99, 6.75 LT # CB#A13, TYPE 1 if=252,03 (67 .� ; , ; ; a STA. 15+04.41, 6.84' LT STA. 85+ 87.83, 18.9' RT ' ( 7 %. •� • RIM 223.84 /E ?49.48 12 y - _ rvo IE-216,27 18 RIM-25113 _ ( W/ROLLED VANED GRATE � ,� � . •� ; , �' - � �` lE=21 �34 (18 /f=?42.15 (l2 RIM=267.53 CB#A19, TYPE I lf=?42.O�B (1?� STA. 48+24.26 1 .8 r• . i ` , 8 5 LT �, :• / ,; CB#A3, TYPE 2-48 R/M-22.114 EDGE OF 40X; ~j'-. \. % ; STA. 18+32.58, 6.75' LT CB#A9, TYPE 2-48' CB#A14, TYPE 1 /E-219.51 (127 STA. 88+97.22 SLOPS ':'t '•. ;, r' RIM-22845 STA. 904 55.86, 9.25' LT REINFORCED KEYSTONE IE-220.12 (1? W/VANED GRATE RIM+229.56 CB#A20, TYPE I RETAINING WALL. SEE GRADING IE=T1982 18 R/M-252.44 STA. 49+31.67 19.35' RT /. AND EROSION CONTROL PLANS ( IE ??4,95 (l27 /' •. \CID FOR WALL PROFILE lE 24•�51 (12" N) RIM'236 04 .-.: •. '• '. '• .::1 1 I`f CB#A4, TYPE I 1E=24,�48 (1? S) CB#A15, TYPE 2-48" 1E=232.18 (6 .. 0 •., r�.. • STA. 17+81.00, 7.25 LT 1Ea24,3.38 (12" E) STA. 90+ 16.45, 15.15' LT I a ! f 232.13 1. .y�..'. 1 MAILBOX LOCATIONS E 2��3 ?712 CB#A10, TYPE 1 RIM-231,17 lE=2J2.02 (12� ILITY •� SYMBOL INDICATES LOCATION OF MAILBOX INSTALLATION 29 ( 7 STA. 90+31.29 IE=227.4.3 (67 16 /E-2.2682 (12 CB#A21 TYPE I �'•�� WARNING,• O AND NUMBER OF MAILBOXES. SEE KING COUNTY ROAD CB#A5, TYPE I W/VANED GRATE lEa??6 97 IT STA. 49+60.13, 17.30' RT . i• STDS. PLAN 5-012 FOR DETAILS. EACH COLLECTION EOX UNIT RI 444 •. ` $IGN `. ''. `. : STA. 17+24.00, 7.25 LT M ? 9 RIM=23 12 R •� SHALL HAVE A PARCEL LOCKER. THESE LOCATIONS HA'�'� BEEN RIM=239.63 /E=?44.05 (127 /E=235.D? (127 REVIEWED AND APPROVED BY THE RENTON POST OFFICE POSTMASTER. CB#A16, TYPE I I£=23152 (67 1E=236.00 (67 STa 46+99.98, 13.75 LT w CONTRACTOR SHALL RE -VERIFY WITH THE POSTMASTER AT THE TIME IE=2,5161 027 CB#A11, TYPE 1 RIM=,237.70 OF INSTALLATION. STA.88+37.22 CB A22, TYPE 1 CB#A6, TYPE I W/VMED GRATE IE=2,3.325 (127 STA 60+00, 9.75' LT. o T SEE TECHNICAL INFORMATION REPORT FOR STA. 16+62.00, 7.25' LT R/A1�255.03 W ROLLED VANED GRATE `o APPROVED BY: REDUCED PLAN AND APPROVAL RIM=244.03 1E-244.69 (12 /E .3.32� (12 /f=244.61 (f2� R1M-238.01 IE-24a83 (67 IE-2.0 6 (12� IE=240.19 (12� IE-2-U64 (12 _ IE=240.17 (12 Approved 'B#B28, TYPE 1 TA. 9+87.50. 13.75' LT By Date AIM-267.32 F-265.17 (127 DEVELOPER: ROGER NIX PAGEANTRY COMMUNITIES �c.14A&A v 2936 KENNEWICK PLACE N.E. RENTON, WA 98056 5) 235-0744 �V M5)235-1394 FAX Q CITY Of RENTON R E C E I V E D ENGINEER: � O � MAY 0 8 2003 182115 72ND AVENUE SOUTH i co �g WA 98032 T�H0 31JILD►NG DIVISIU' (425)251-6222 ENG1N�� (425)251-8782 FAX CITY OF RENTON E7EPARTMENT OF PUBLIC WORKS J. ARM w A Tf' ' F s ROADWAY AND STORM DRAINAGE z ASBUILT (NORTH PORTION) SHADOWHAWK AKA: Kensington Crest Condominiums 2 016 � AFC 1E�� ��� S'S/0NA DESIGNED MTS DRAWN DWW DATE 6/6/2000 FILE NO. L ECG\ CHECKED RJA SCALE 1 "- 40' FIELD BOOK PAGE EXPIRES 2 5 04 APPROVED _ DIRECTOR OF PUBLIC WORKS I SPIFFY R �+ OF�y .5.. V A&P \ I / — 627•41 — / \ — ROPERIY� / I \ 15� 232 63 \ \ \ g so / \ \ SN R� 42 gB 41 6A 40 6A 3 6 W \ \ EN OF 6 6 / ro 8 \ \ \ 6 6 P RK 48 COMMUNITY 6 / %ock BUILDING MATCH UNE 6" EXTRUDED CURB >�Oq,:)19- 36' / �• TYPICAL PARKING / / \ NO COMPACT STALLS / CURB / HDCP r'p STALL p• 00 (IF USED) p / HDCP PARKING / SLOPE / / /�P / i Cp \� ENCLOSED GARAGES 156 NORTHEAST QUADRANT 74 UNITS (SECONDARY USE) s COVERED CARPORTS 102 NORTHWEST QUADRANT 28 UNITS (SECONDARY USE) \— OFF STREET PARKING 150 TOTAL 205 UNITS 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 ) 3 BR/2 1 /2 BATH ) 2 BR/2 1 /2 BATH (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 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_= SLO= 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 R/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 ui `t'UIFF, i,:' LOUNGE WITH KITCHENETTE EXERCISE ROOOMI I 6; ENTRANCE OFFICE/SALES AREA ASSOCIATION MANAGERS OFFICE `tip-� w 44ed HOT TUB MEN'S & WOMEN'S RESTROOMS HOT TUB EQUIPMENT & STORAGE ROOM PAVED PATIO PLAY AREA DATE: PROPERTY LINE7/12/99 .,w rEvergreen Trees: ----- yy rd\oC ° o o° p�\ y / \\ _ ,,i �' 1° p�\ o - p °° • , ° 0p.'I• lI o•'' /p°° ° o o *o O \� sopA°/ o \� 1 1p �o °rp B 0 A° p �\ o`v �0 L0 °\0a° % rgpe o-- Deciduous e—c°--oi=d uM o- •� us Tr1 ees: Medium Deciduous Trees : p p 4 ao 1y I j \jI C\0o I, ° 00 p L—A�) 1 x • o wV + , T�. � co Ra N ENCLOSURE i, ` Small : CH LINE c O O z Seeded Lawn Large Deciduous Shrubs04 42 6B � oSmall Deciduous Shrub: VJ 21v LagEvergren hrus D F 39 , mvergreenru: L 4-1 m 2 LtN 0 Exstinveetati0-4 �o 0 C) 9 W Groundcover 0 LT COMMUNIT' UILDING 71 0 GroundcoerCp CID VN O0)0 04PS.P.L. BEVERLY 0-) NO. 1 EASEMENTJu) 0 p ° � 0 ° o , Seeded Lawn 000 EASEMENT AREA ° ° PICNIC AREA 0 0 0 Obo ❑ o 0 0 0 Seeded Lawn a OPEN RECREATION AREA Lawn Seeded Lawn STATE OF WASHINGTON RE TERED SPORT AREA v LA AP CT o D CERTIFICATE N0. 377 ° O Roy HILLS RV PARKING (eap. 15) VE 0 GATE Seeded Lawn o o o 0 / � o G, Co"" o o 10 ° Seeded Law 0 0 p DO ASEMENT AREA EARTH BEM OPEN RECREATION AREA (TYP.) EARTH BEf1Seeded Lawn Seeded Lawn(TlP.) RECREATION VEHICLE Seeded Lawn PARKING AREA ,�: f`MATCH LINE d`! 00 Seeded Lawn 40' 200' 40' 80/ SHEET. f 504LE 1" 40" OF 2 i Y 012 Y m Y Y Y ■ Y _ lollmol ■■■ UNION m . ommm mm �■�.�, �� �mmm . MINES �_ ■■ ■■ ■■■■ — — — ■■■■ m -- - ■ ---- ■ Y�—� Y�—� �Y �Y ---- ■ -_-- ■ ■■■■ — - E ■ iil l = � mNO mm ■ - — nI — -- ■ ---- Y r Y ---- ■ ---- — FRONT ELEV. BLDG. TYPE — 4C SCALE: 1 /8"=1'-0" REAR ELEV. BLDG. TYPE - 4C SCALE: 1 /8"=1'-0" MEN MEN C ■ : ■■■ ■■■ OEM ail ;�; p ■■■ ■■■ M El ■■■ ■■■ ;■■■ 1;� ' ; M ■ii iii = = i .� . — ■■■■ — END ELEV. BLDG. TYPE - 4C SCALE: 1 /8"=1'-0" ■■■ ME - Y. it ■■■ ■■■ ■ - ■■ Y ■ — ON ONIONES- MEN■ . �.,■, J - ■ - INOEN ON III MEN In Ol so son MEME—mmum Inn MI Inn MI _END ELEV. BLDG. TYPE — 4C SCALE: 1 /8"=1'-0" L_____._____________-j L_—___—__—______—__J UPPER FLOOR PLAN BLDG. TYPE - 4C SCALE: 1 /8"=1'-0" LOWER FLOOR PLAN BLDG. TYPE — 4C SCALE: 1 /8"=1'-0" FOUNDATION PLAN BLDG. TYPE — 4C SCALE: 1 /8"=1'-0" O4Z-r h F� 1,9,9,9 u t Scc� �o (N WU J� � U W % M E r� Q /� m � p� n' / F' 1/J�/ �� l� l llI --Jl Date Job # Dmw Checked co m CQ w x c co W C c\2 o Lo Uco 0 C CJ I � �a ram-, U1 O z • U O H Q o 0 O Q U z Q O CIO w U U) rK zoo O U�U� Q o z���Q v� m = W W �Q Lo LLI o 0 �LL��� r MATCI UNE * co N 627.41' SITE PLAN SCALE 1 =40 —PROP4140 — —� _T 1 \ 154.5� 232.E _i 3$ ! ' � � o i � 42 gg �— 41 6A 40:6A 1 39 6P 6 11100, S` / / / / / / / / / 1-1 / / \ //e ///' //' P //' � / /� R / / E / �.x // / /\\ \1 / ' / / \ \ \ J► // // Noll /' p\ / /loolQ / / / / // / / \ / / \ /// //' //' �6 \ / "I/ ' 1-1 / I'll lool Q / // � ' ,i / //00 / / N / / i \ool2 -o \ / \� 0 \ 9p No / / / / OQ� 0 \ / / / / / / �o \_Q_ 01 7--1- A i' / / / / Ile � /Psi / 0 / �K O v. CA- / / / / / / EDGE 4ox SLOPE__ :--- \' o0o — / / / —N_ \y�D 0. 0. Ile sp P ---------- ROYAL HILLS DRIVE 9 _ EDGE 40 \ � SLOPE — '9 2'I \ \ Y I 15 4B �- 25� �o � 16 4B _ 2A Z*70 '$ m I — — — — — — — — — N J RECREATIONAL VEHICLE \ PARKING AREA 6 l k72 cgRS BUIL N D IGNATION — TOWNHOUSE UNI;-S UNIT DESIGNATION BLDG 2A (2) 3 BR/2 1/2 BATH/DEN 1 BLDGS 2 UNITS (E E) UNIT A 2 BR/2 1/2 BATH INTERIOR UNIT SINGLES GARAGE 1208 SQ FT (50 UNITS) BLDG 2B (2) 3 BR/2 1/2 BATH 1 BLDG 2 UNITS (B B) UNIT B 3 BR/2 1/2 BATH END UNIT DOUBLE GARAGE 1356 SQ FT ( 2 UNITS) BLDG 2C (2) 2 BR/1 BATH 3 BLDGS 6 UNITS (F F) (ONE BEDROOM/ONE BATH ON MAIN FLOOR; BUIL ING DESIGNATI — FLAT UNITS BLDG 3 (1) 3 BR/2 1/2 BATH 7 BLDGS 7 UNITS (C A A) UNIT C 3 BR/2 1/2 BATH END UNIT DOUBLI- GARAGE 1342 SQ FT (43 UNITS) (1 2 BR/2 1/2 BATH 7 UNITS BLDG 6A 6) 2 BR/1 H fi BLDGS 30 UNITS (HH HH HH) UNIT D 3 BR/2 1/2 BATH INTERIOR UNIT DOUBL: GARAGE 1342 SQ FT ( 0 UNITS) (1 3 BR/2 1/2 BATH 7 UNITS BLDG 6B (6) 2 /2 BATH 5 BLDGS 4a UNITS (GG GG GG) / ' � � � / EASEMENT AREA UNITE 2 BR/2 1/2 BATH/DEN END UNIT DOUBL'_ GARAGE 1360 SQ FT (2 UNITS) BLDG 8A (2) 8 BR/1 BATH (HDCP) 3 BLDGS 6 UNITS (JGGJ HGGH) OPEN RECREATION AREA UNIT F 2 BR/1 1/2 BATH END UNIT DOUBL_ GARAGE 1052 SQ FT ( Co UNITS) 2 BR/1 BATH 6 UNITS . �0. / ONE LEVEL UNIT) BLD 4A (2) 3 BR/2 1/2 BATH 13 BLDGS 26 UNITS (C A A C) 2 BR/2 BATH 12 WASH STATE HDCP UNIT) (6 REQ.) (2) 2 BR/2 1/2 BATH 26 UNITS TOTAL 102 FLAT UNITS+ 1 / UNIT G 2 BR/2 BATH FLAT UNIT SHARED CARPORT 1004 SQ FT (60 UNITS) BLDG 4B (2) 3 BR/2 1/2 BATH 5 BLDGS 10 UNITS PROJECT TOTAL 205 NITS / UNIT H 2 BR/1 BATH FLAT UNIT SHARE;) CARPO T 894 SQ FT (C A A C) U'�J, / (36 UNITS) (2) 2 BR/2 1 /2 BATH 10 UNITS UNIT J 2 BR/1 BATH FLAT UNIT SHARE.) CARPORT 916 SQ FT (6 UNITS) N"TOTAL 103 TOWNHOUSE UNITS (WASH STATE HDCP UNIT) (5 REQ.) COMMUNITY BUILDING #47 INCLUDES: ( ) PARKING PROVIDED SOUTHEIST QUA RANT 85 UNITS PRIMARY USE MEETING/GAME ROOM / DRIVEWAY PARKING 150 SOUTHIM.--_ST QUA RANT 18 UNITS (PRIMARY USE) LOUNGE WITH KITCHENETTEEXERCISE ROOOM / ENCLOSED GARAGES 15& NORTHEAST QUADRANT 74 UNITS (SECONDARY USE) ENTRANCE OFFICE/SALES AREA / COVERED CARPORTS 102. NORTHW_ST QUADRANT 28 UNITS (SECONDARY USE) SITE PLAN ASSOCIATION MANAGERS OFFICE OFF STREET PARKING 150 TOTAL 205 UNITS MEWS & WOMEN'S RESTROOMS #_ ' MATHOTTUB CH LINE ON STREET PARKING NOT COUNTED SHADOWPLAT OVERLAY H�owPl�►T ALL BUILDINGS ARE WITHIN 115FT LENGTH LIMIT HOT TUB EQUIPMENT & STORAGE ROOM PAVED PATIO PLAY AREA TOTAL tjG� TEN BUILDINGS ARE BETWEEN 100FT TO 115FT IN LENGTH DATE: 4/19/99 r19 ON ON a IIN � � �► ,,;;� ,o. 5 mbol Tube, of Vegetation- %111, Evergreen Trees: • urge Deciduous Trees: Medium Deciduous Trees: Small Deciduous Trees: Large Deciduous Shrubs Small Deciduous Shrub: Large Evergreen Shrubs Small Evergreen Shrub: Existing vegetation Groundcover TYPICAL FLAT LANDSCAPE PLAN SCALE, 1'= 20'-0' TYPICAL BLDG W HANDICAP UNIT LANDSCAPE PLAN SCALE, 1'= 20'-0' TYPICAL TOWNHOUSE LANDSCAPE PLAN SCALE, 1'= 20'-0' 0 IS IJ COMMUNITY BLDG. LANDSCAPE PLAN SCALE, 1'= 20'-0' c c m v ro N a N I c o co co o En .L � N v o o0 0 v 3 N o m rL :1� m �� v o 0� !n L� ? W Z 1 -L C� Q OD v ® C N STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT MARTIN L. ZOLLNER CERTIFICATE N0. 377 JUL SHEET 2 SA-4579-1b/ ; i N _Z 'IN Ix Z� v N11 N -1 LF-CiEND NORTH Existing Property Line/ City Ownership Existing City Easement Proposed Property Line Future Aquisition Potential Acquisitions : 10 As Land & Funicting Become Available To Be Purchased When Residential 0 Parcels 3e.come Available As L,jod & 1-unding fkcome o A.-vailat)[6 KENSINGTQN CREST COLORED DISPLAY MAP SECTION 21, TOWNSHIP 23 N., RANGE 5 E. W.M. SCALE I It = 2 0 0' Primary Trail � 12 -16* Wide 1, Sec ondary Trail ( IV- M: Wide i FOOtpltll (T- 5 Wide) Existing Trees Proposed Trees brushland Grassland f. -eCC 4 "o v C13AI-3o !W j -40 Al 1, to "jo _T C,7 4v tell 0 a end a V LJ r-7 r-747 JJ �`--:�_---•�......10 4� N,"Plewoo El rark rzt L V\ \ t7 t Ej 'r'3 Q ri U 1W a M'plewood I Golf Course % V j /* rig '01 --J M z IUD "VAL Ilk" V 4 0 A 1, 'lei 4 7 V Conservpcy Zone r 'e,a .�+/ rr'r��tt °`` i �; t, v�r , 1 f{ �#. -C' (r\1� \ /� \�,�! �' } r~ �, j 1 N 5001 1000, 15001 (k, L zN -h� -A r Tf-r,rrT-111TT'TTrrrMTL Parking Lot Number rat Spaces is Indicated Restroorn .154 P -nic Shelter i( Picnic Site Play Area 4Z5; NEIGHBORHOOD MAP Giv Trail 03A1303N EF% g I Inr ON '01N12� J0 A110 CL CL U) LAJ CC C) _j 0 U LAJ Q� Q) O Q _b. C14 CL V) to _j 4K C'4 LL LU C4 Uj o,- io L-9- Q) M zz z C3 1�: oc 4K C v Q Z U ca LO C Z ra 5 Y,_ 4(9 IT W9 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 0 Z c w a a N ir W a a a w J Q U N 0 O J IL z J w Z a: 00 M w cc U 00 CIO J J z Q <t IL z_ 0 ® u cr- a 0 Iw T cll 0 c 0 U -41 V) U c 0 rn c N c Y i�)I � 0 z i ,. HDPE ANCHORED TO CB ' w 24" HDPE c INSTALL PIPE ALONG CENTER OF ' EX 12' GRAVEL/QUARRY SPALL ROAD QF DAN.' 305 PE r. r- B 26 S 06 EX UTILITY WARNING SIGN V. ` `D 0 • •` SLO.P'E. 3 ` ZO ••2�0 24" X 18" TRANSITION L~ CB#3 TYPE 2-60" DETAIL L P 1 „=5, n SECTION 21, TWP. 23 N., RGE. 5 E., W.M. HDPE ANCHORED TO CB \- 18" HDPE \`,-;.� ``; ``lt�` ,```, t` 40, ;,` NOTE: �j ;�. ` `t PER THE FEMA MAPS THE 100 YEAR FLOOD PLAIN EL=55.5' WHICH IS ON THE NGVD 29 DATUM. I EDGE OF CEDAR RIVER`�y��' 24" HDPE USING THs `. ;Zx� ;� 1 `, PLAIN EL E59 08D 88 DATUM THE 100 YEAR FLOOD 24„ X 18 TRANSITION SPECIAL NOTE: �,�1 ti., OLYMPIC PIPELINE CO. SHALL BE ONSITE DURING o �` CONSTRUCTION OF STORM LINE NEAR EXISTING EX 12" CMP 21 F .'; •,. ; ';';;, ''�'tHE ELEVATIONS SHOWN ON THE ENGINEERING PLANS CB 2 TYPE 2-60" DETAIL PETROLEUM LINES. CONTACT MARK KRUGER HALF ROUNDS o�eF'. �':\'':. `.•;;``,USE A CONVERSION TO THE NAVD 88 DATUM BY ADDING to .73FEET TO THE ELEVATIONS SHOWN. 1 =5 @ (206) 510-0575 48 HOURS PRIOR TO INSTALLATIONQ� /#� z`, THERFOR, THE 100 YEAR FLOOD PLAIN �o o it •• II. ''•� �� ,�,1�� ELEVATION SHOWN ON THE PLAN EQUALS EX TOWER �o II I.. 59.08-7.75=51.33' 0 1 BASE. 11 .��G� . EX OLYMPIC PIPELINE f0.007 COMPANY VAULTS /'••' II �! EDGE OF WATER EL=43.47 -- " 11 �/ AT TIME OF FIELD SURVEY EX 3' HIGH S 0 3 0 \26 fl• N MAY S jo , 1998 • . I w 0 � OOD FENCE E 2 N 2 J TOP 20" STORM o EX UTILITY WARNING U GAS CROSSING 100 YEAR FLOOD SIGN MINIMUM VERTICAL P OVIDE 1 FOOT M � P R GA S PIPE .,l . —51.33 � I :ram EL ,� 9 DiV 179.0 CLEARANCE BELOW GAS LINES .._.._._�_ / .� �-'• I ��1LD6�1 MP1G_PIP=LIN _ —� ✓ -CDF DAM 1 � — L P{PF EX 16" STEEL.,PIPF . OLYMPI PI�NF �- PER DETAIL THIS SHEET CD z o n 664 4F 18" HDPE SDR 17 s- o TOP 16" CDF DAM 20' PRIVATE DRAINAGE GAS PIPE EASEMENT 181.8 , 4" PVC SOLID -EX HALF ROUND CMP DAYLIGHT 4" PVC 5' BEND NEW 4" TO 24" QUARRY SPALLS, 24" DEPTH Approved By Date �O�CI _FXISTING I ARGF RIP EX UTILITY WARNING SIGN ('-Zo-Oo DEVELOPER: ARM ROGER NIX ST PAGEANTRY COMMUNITIES 0� F WASH, PAGEANTRY KENNEWICK PLACE N.E. O RENTON, WA 98056 Z �425 235-0744 4253 235-1394 FAX 60 6 ENGINEER: O��SS ONI S T ENG\18215 7 D AVENUE SOUTH AL EXPIRES 2 5 02 (425)251-6222 (425)251-8782 FAX CONCRETE BLOCK ANCHOR 2y <TyNG ENG\11e NOTE: FOR HDPP, PIPE MUST BE FREE \ TO SLIDE INSIDE A 4' LONG \� SECTION OF PIPE ONE SIZE DIAMETER LARGER � / I h i IL I IiI L l iii l' iir M1N PIPE BED- cTE)AD [�-nnTINI(` CITY OF RENTON E:>F=PARTMENT OP PUBLIC WORKS GRADING AND STORM DRAINAGE PLAN (OUTFALL TO CEDAR RIVER) Kensington Crest Condominiums DESIGNED MTS --- DATE 6/6/2000 ---------------- FILE NO. DRAWN ----- --- -- - CHECKED-RJ_A_-__-_____ SCALE 1 =40' __- FIELD BOOK - PAGE_. APPROVED ______ oiRFITOR or P� Rl c —MORK — SHEET J OF N d- N U I N C� N I N N m I CV d- N CQ Q? X d O ,' I I ai 0 U co N cfl O O O N 6� O 6 E N U i N ro d- r- C� z w w z 0 z w (,-A d' D 0 0' n ci- L� SA-C)8-/6l KENSINGTON x0ja1Z� u ► u COMPLEX SLOPE EXHIBIT go I ct'165 4z oj+s;Ae 00i A PORTION OF KING COUNTY, 4-0%.SjopeS THE NW OF SEC. 21, TWP. 23N., RNG. 5E., W.M. WAS HINGTO N Area A= Area B=0-25% 0-25% slope = 19670 sq.ft. 0.451 acres 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 s ft. q 5.314 acres Tower Base Legena: ra l Area of 0-25% slope = Area of 25-40% slope = Area over 40% slope U� No 4858 -L d 1 i 1 1 U -N_ E. F A a A _Z ,p 22338 J� F�ISTE vim( L ANC 12-15-2003 Note: Areas A, B, and C represent those areas of the gross site not encumbered by Transmission Line easements. o Centre 33639 9th Avenue South Federal Way, WA. 98003 ' (253) 661-1901 Pointe v Surveying DRAWN BY: S Woods CHECKED BY: N Larson DATE: June 04, 1998 JOB NO.: 1352 SCALE: I" = 50 ' DRAWING NAME: 1352 r tikyJ Revised "'ATY OF RENTO PFC-FIVED rslyILUiNO 0EVISION 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 ,A -`r<51- 1 ��l AR ant 2 mjv,L ll�r-=- �,m W. Ale" UITO -Pffkl ki m m 11 KF.N3lNC2TUN GHF.3 DNDOMINIUM COMP RENTOW WASHIMATIn km(;Hl-fh(;IrumA WNAITC DI AKI A w I KENSING TON CREST CALL BEFORE YOU DIG 1 800-424-5555 ® DBM CC',SULTING ENGINEERS,1999 THIS DOCUME.',— AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY DBM CONSULTING ENGINEERS AND HAS BEEN FURNISH-::) IN CONFIDENCE AND IS SUBJECT TO THE TERMS OF A . PARATE SECRECY AGREEMENT BETWEEN DBM AND THE REC!IP'IENT. 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. SL ❑PE ANALYSIS PLAN %. %% . % % f N 89 059 J 0\'--- SITE PLAN SCALE: 1 "= 30' S= (100)x2x 74 80 58800 S=25% F a Wlff� SCALE; 1 "= 30' S=(100)x2x2120 14 000 S=30% SI T E PL A N SCALE,, 1 "= 30' S=(100)x2x1180 7700 S=31% z a W q Z 5 �z�W ON 3�v❑❑ qco q 0 V Q q s SLOPE ANALYSIS #2 SCALE: 1 "=40' 40% PLUS SLOPE AREAS SLOPE ANALYSIS #1 SCALE: 1 "=20' 40% PLUS SLOPE AREAS ACTIVSIAICTUIV CREST 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 I E-130. 55 INSTALL PIPE ANCHOR WITH NO MORE THAN 50' SEPARATION (SEE DETAIL) 300 45°BEND o� �s C0O 0 -BIRD CAGE (SEE DETAIL u � IN IE=47.3 OUT IE=47.3 CALL BEFORE YOU DIG 1 800-424-5555 TIE RIP RAP INTO EXISTING BANK ROCK 200 100 N OTE: THESE DRAWINGS ARE FOR THE PURPOSE OF SITE PLAN APPROVAL ONLY. THEY ARE NOT INTENDED FOR CONSTRUCTION. THEY ARE PRELIMINARY ENGINEERING DRAWINGS. SECTION A- A HORIZONTAL SCALE: 1 "= 20' VERTICAL SCALE: 1"-10' ORDINARY HIGH ELEVATION- 45' CEDAR RIVER DBff CO-IVSUL T)WC EXCIAITERS 150 125 100 75 50 25 r CIVIL ENGINEERING, DESIGN, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 502 167H STREET N.E. SUITE 312 AUBURN, WA. 98002 OFFICE (253) 887-0924 FAX (253) 887-0925 L' E/16/w FRONT ELEV. BLDG. TYPE - 613 SCALE: 1 /8"=1'-0" REAR ELEV. BLDG. TYPE - 613 SCALE: 1/6"=1'-0" END ELEV. BLDG. TYPE - 66 SCALE: 1/8"=1'-0" END ELEV. BLDG. TYPE - 8B SCALE: ,/a�=r—o� DINING KIT L c ,:&c-w]cwmr� BEDROOM 1 DECK •\ / DECK LIVINGROOM lif LIVINGROOM UNIT G ENTRY m UNIT G qwi�ll�l BEDROOM 2 ENTRY DINING KIT r--lHF:4; FLOOR PLAN BLDG. TYPE - 6B SCALE: 1/8"=1'-0" TYP. (3) LEVELS FOUNDATION PLAN BLDG. TYPE - 6B SCALE: 1 /8"=1'-0" �G Z O 5 n.s. Job D...m cb.�.a 0 -- rn � W rit W 00 � J O 0� 0 U co 03 Iz D h Z z o j o z Z z c� � o o z w w V z c oa ~ ~ co co co W D o ~w C3 to or 1� � Z Z 0 Lu pv> 0�c �o � J w A m W ZLf) W C) �' � 0 0 co co L�. m EE6BOF T ELEVATION - BLDG TYPE 8B UPPER FLOOR PLAN - 8A SCALE: 1 /8"=1'-0" TYP. (2) LEVELS REARELEVATION - BLDG TYPE 8A SCALE: 1 /4"=1'-0" LOWER FLOOR PLAN - 8A & 8B SCALE: 1 /8"=1'-0" L 26'-0" L, gs._n" 1. 9a'-n" 1. I -9" E SCALE: 1 /4"=1'-0" FOUNDATION PLAN SCALE: 1 /8"=1'-0" I i cfr-- 0 U Fw- N U V) W 3= La S3 O 0 �Z//� 0 Drawn Checked Date Job CIO 171— m co CD # CQ cc P� 00 W � � � � o n 0 U � z O z ° O09 = NQ / \ z Q �/ O 3 F- n CIOd- U� U o W D LLJ u Z o O U� q m = z Lo W 0 0 �� � OF w" uj FRUOM'T ELEVATION - BLDG TYPE 4C REAR ELEVAT-!-0--N----------BL'DG ly SCALE- 0 s, END ELEVATIONw,BLDG TYPE 4��,12 SCALE: 1/4"=1'— END ELEVATION - BLDG TYPE S C A L.L. UPPER FLOOR PLAN - 4C SCALE: 1/8"=1'-0" TYP. (2) LEVELS DINING LIVINGROOM BEDROOM BEDROOM -L i iviNr.pnnKA E3EDROOM LOWER FLOOR PLAr-v ----4C,- SCALE: 118)5-13-011 FRONT ELEVATION BLDG. TYPE — 4A k�v a atin NAM rjjcwcL4m _ s it Ir -r , 11 I 1 e P-1 �� rl '0111 v�VV/ 3�f ��VJJ 4 I€ ( ENTRY { I ENTRY - - - - - - - - - - - - ENTRY ENTRY I ` GARAGE GARAGE GARAGE ¢ I GARAGE �° REAR ELEVATION BLDG, TYPE - 4A I I I g f ?- SCAM. - - I If I _ Ru iN © I FURN FURN © s �1 FURN _ F==9F==a ' �e _ F'=aF==9 I F==9F"a F—'aF==I i DRY 111�A�# I E t1�A1I DRY I I DRY 111I►�A I 11 �/11 DRY ---��--� L ---��--�---��--J SFr / ... 9 } r I IT ice r I I i �3 I °---JJL r' KIT a F D a IE KIT �� KIT ��fKIT ELEV. BLDG. TYPE — 4A N 0 N r 0 N 0 I 00 LIVINGROOM UNIT C DINING LIVINGROOM UNIT A DINING nxr fee g} UNIT A qh� If€ DINING UYINGROOM I UNIT C DINING -------------- PATIO PATIO LOWER FLOOR PLAN BLDG. TYPE - 4A 19_1 :9'-3" 9* 8'—'9"-1 A'25 1/2 it 8'-1» 5'_511 9A,-3» to 8,—V"_7 v I LOJ I► I I� mid a ili n ili n JIB J � LLF -—wi. —L PATIO SLAB PATIO SLAB PATIO SLAB 1 �2" 8' _ 1 S' — 5 3,o ,f 8, — 3Ft _ 1 /210 �-°�j I I I►I � F III n I I n I I1Il 1 L L i I-- F—I L Li Li7N; 00 8�_0»---9'-4" 5�_ �" 6'-8" 6'-8" 5'-0» g,_4„ 9 —4 5,_0„ 6►_8„ 6'_89' 5'-0" 21'—O" 21,_011 21'-0" 21'—Ott FOUNDATION PLAN BLDG. TYPE - 4A scmm- PATIO SLAB 4 8'-0» 4�e'cZo, � op J(/t 1 RFNrcv ftc '9g z 0 5 n a bb 0 nralm Cbedaa co O I c\2 r- cv m W00 o cv 0 C\2 Lo 0 aco z Z z O C� Cj o ~ z z z c9 0 0 Z w UZ� o� v z LU�o � W (j) m Z r �.4 z0yj O0> cr 1- O o 0 Y Jw z ZA t1) m = W w Z < ,LD W 0 } 0 O co � LL cr FF44A OF END(RIGHT) ELEV. BLDG. TYPE — 4A