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Home My WebLink AboutLarge Formathydre-4 I EX15TING FIRE HYDRANT ° 1 \, O O 0 N � N � 0 I water manhole,- Go (D N I I O N power polo with tronsformer 0 1 I .0 I m , •• C 10, T j r , waYe 4 u e • i N e a A B !b A A B B A !3 15 A A 1! B B B ILII o 2, I 4 II ANAGER l ! 1 NIMO 1 MAIL OX ENCL�5U I -r ° o L - ` j REFUSE _ FIRE H RANT / ADJACENT DRIVE �wate p 10 ` 3 /C v Comf:5APIOR - - 23 TYPICA 7 - LANG�CA i UFF R � ♦ � I 'is gNTR j IGNaCsE — E TREES IN BUFFER' FITCH AREA power polo with luminare 01 i j l - \\_ OD -� �� SET5,4dk w GE -- �♦ I CULVERT UNDER I ROAD TO STORM DRAINAGE IN STREET 1 N (FINAL DESIGN PER I TY�� F F j 'f "'� •' F CIVIL PLANS) i -- { EX15TING FIRE- j , I -- E E _� i 4---- �--�-� E t HYDRANT ( i � A5UMI i�I hydra I I 11 N FRONTAGE IMPROVEMENT5woter voke � ( 4 3 I, PER CIVIL PLANS j ap I r� -- A 2m' WIDE 1 �o POLE LTt- FIRE ACCESS ROAD W/ I o GATE I DSI power polo with transformer 0 1 I0o wer pole ` --- CONNECT NEW 51DE',J4 K TO EXISTING ---- I A B B A A B B ,fit A A A B A A B 1 A t ADJACENT SITE FIRE ACCESS --- f — -- -- �.,�.«.-At -- _ concret� step .eraning well 10' ,' ook.iy ckery 1 able lui Man box V 1 r( ockery ,' roc rY\ EX'5''ING SIDEWALK water valve I h -.. - .--__ / - ca+c bout e�c^aaro gra••-�--1,.�----- -Y.water o1V• I _ water-anhole Ord grole bu a,ng \ n9 Jr7-----\_--bu Ing 5 rocker m O 210 - - -- !_._,_� xydram�, I 'eieOhon• )un�� x y O retaining wall 4' rookery wats^ sows �DS culvert l �� retaining wol, n wal, N -----catch basin stando a grate \- -- EXISTING O BUILDINGS EXISTING FIRE- � go HDflMHYDRANT J1jj Ll I SCALE I" _ 40 i ° LIGHTING NOTE. j EACH GARAGE AT TOLLNH40"iE SU!LDINGS AND EAGH ENTR`" DOOR 6 APARTi-1ENT BUILDINC-I TO 1 I HAVE L'CsHT FIXTURE CONNECTED TO PHOTOCELL t U and transformer with lum,nare 0 r pow j i kqvTA��Cg LOT AREA: 34" 516 5.F ( 7.98 ACRES UNIT MIX: R1 AREA: 86,325 5-F 1.99 ACRES > TOW'NHOMES A 3 BED / 21/2 BA 22 j R14 AREA: 261,191 S.F. (5,99 4CRE5 ) B 2 BED / 2'/, BA 20 STREAM AREA: ! 48m S,F. APARTMENTS C BED /IBA 8 255,711 SF 1 5.96 ACRES) D 21 BED / 1 BA 8 E iBED/1BA 16 ALLOWED DENSITY: 83 UNITS F 2 BED / 2 BA a MANAGERS UNIT I 5PRINGBROOK SITE ACCESS PROP05ED DENSITY: a3 UNITS TOTAL = 53 - BUILDINGS: TYPE V-NON-RATED BARRIER FREE UNIT REQUIREi"1ENT5: OCCUPANCY: RI MINIMUM OF 20% OF GROUND FLOOR UNITS TO BE APPROX. BLDG. AREA: FAIR +-IOU51NG 4CCE551BLE (STATE T)'PE B.' BLDGS. 1 -4 8, 10 II, ;3 14 & '5 = (o,470 5F. GI\/EN THAT ALMOST ENTIRE 51TE GRADE IS IN -- BLDG. 5 = 3,440 S.F. EXCESS OF 109. SLOPE, BLDGS. 6 Q = 7,870 S.F, 20 GROUND FLOOR UNITS (.20) = 4 MIN, 5LDG5. 9 a 12 = 8,510 S.F. 57 1 I MINIMUM ., ATE TYPE A UNIT5 BLDG, 16 = 6,9i=' 5F. 83(.05) = 4.1 (OR 5) RECREATION BLDG. = 4,488 5.F- USE 5 TYPE A H/C UNITS FOR FAIR 112,360 5F HOUSING UNITS TOTAL IMPERVIOUS AREA: BUILDINGS = �08008 S.F. DRIYE5 d WALK5 = 82 472 5.F• 150 48O S.F. TOTAL LANDSCAPE AREA: R1 AREA: = 86 325 5.F, R14 AREA: = 7a,147 S.F. STREAM/DITCH BUFFER IN R14 AREA: _ 32,564 S.F. 2 83,361 S.F. PARKING: O J m O n O N v N �n � 1 Its O / 0 I O 1 N O f c 0 O 11 i 1 ry 1. / I N CUL VE U RO D I / AND D H TO ONf�ECT EX15TIN N I MEX P1 SiTE PLAN - STATISTICS P2 SHADOW PLAT PLAN P3 EXISTING CONDITIONS PLAN P�4 UNIT A t B PLANS P5 UNIT C PLANS P(o UNIT D PLANS P UNIT E t F PLANS P8 EXTERIOR ELEVATIONS P9 EXTERIOR ELEVATIONS P10 RECREATION BUILDING PLANS 4 ELEVATIONS Pill NEiGHBORHOOD PLAN L1 LANDSCAPE PLAN C1 GRADING / UTILITY PLAN C2 CIVIL DETAILS r EX 571N� / 1 D S I I FORE5T�D bo i RE A N O —" O N 1 , ba n b I N o 1 � c C C c I li r 0 j - _ CO ACT STALLS 8 i - - ^� - -- - -- \ j BE OND ZO�i E \ � CH�GE LINE wf �� I • r�.iy R14 R1 I � O n O N O \ lone change line /�s O O Limit of ?5% natural slope area: Alterations in slope occur below his line, created by prior construction, which are greater than 25% slope. 16 ' POLE LiGHT W/ i5OW +4P5 TOWNHOMES 1.5 STALLS/UNIT REQUIRED 1..�� 4' FLUORESCENT a CARPORTS UNIT A - 2 GARAGE S 2 TANDEM = 4 / UNIT PROVIDED RETAINING UJALLS - SEE CIVIL UNIT B - 1 GARAGE f I TANDEM UNIT PROVIDED APARTMENTS i.5 5TALL5 PER UNIT,) 41 UNITS (1.5) = (o2 STALLS REQUIRED d PROVIDED 58 OF THESE ARE STRAIGHT IN 57ALL5 LOCATED ADJACENT TO APARTMENTS AND 4 ARE PARALLEL LOCATED ADJACENT TO BUILDING 12 GUEST PER 4 UNITS 83 TOTAL UNITS ON SITE / 4 = 20.75 57ALL5 REQUIRED 5TALL5 PROVIDED. 24 OF THESE ARE PARALLEL 57ALL5 AND 3 ARE STRAIGHT IN LOCATED e RECREATION BLDG. BARRIER FREE PARKING REQUIREMENT5: TOTAL PARKING NOT DEDICATED TO TOWNHOt" IES: a9 5T4LL5 PARKING IN EXCESS OF 1 5T4LL PER UNIT: a9-40=49 ADDITIONAL BARRIER FREE STALLS REQUIRED: 49�.02 % _ !STALL I PROVIDED s REC. BLDG.) APARTMENT BARRIER FREE STALLS REQUIRED: 770 PER H/C UNIT' \ i 1 I � O o � Z � l= J 4" C- . 11 Ism 11 • ere ,f ere r ra l� �I i� r .v _ w O 0 Q � In m Q m z a iA, A l(J s c/T yO�F^"TA o C,Z3(mgyTOUklrChn' C�C� A-nr,1 h A ect ure And � �� u1,2 Vu MA S 1t 9 S 4 r�. St.- I ��RM-1 R-8 I -co- CO(P) S 45 !' P) cacP� cn CO(P) x RM,�� - `_ 00 ----- --- -- R-14 l i� , i BURN&TEAD _-- DEVELOPMl�TL+, i, I if R-14 S 55th St j R 1 I HORIZONTAL SIDW-s BELLY BAND TRIM — \ HORIZONTAL 51DING L7 J 0 0) 3c cc / 0 a p ,s 1n rn 1n / CD 7 , ra U 4 Z Ex Q1 i j�= j .1 1= c ;- SCALE 1'8' : -PL''' UNIT E UNIT 9 UNIT E UNIT E UNIT F c+l c� I=.;,Itw u► i�� - 1�� LA >= UNIT E �'1' �•�.� I � i ul �� I : I c� � .a t�i u► ui - 1.► I c+L��. I (�1 \1nNl-Id ic+lI,.IIII M111 - 1>Ic+1�►.''�.� I' SCALE ''a' -O' HORIZONTAL SIDING BELL? BAND TRIM — HORIZONTAL 51 D WCs UNIT F llii"11111W ;..,TI,=,, SCALE 0' _ ' -Z' UNIT F MONSON m Monson ME mo No MEN oil SEEMS ME nommom No 01 gnomon No 0 WE In ;6� I� I I �� \ �� i I I�� i c+l �•� I : I �•� r ::i lei ��► i�� - I�� I c+f �'~ . I b► MaN ) M i I I�� i c+l �•, SCALE 1-8" _ '-0' z� w t= Q 3 1 v Cri a OPI as s C 1 0-) L, 0, a � ci t11 t- N d' 0) 0000 a) 0 115A 0 ..r N Tr f� w t 0 u 0 L a o �" W w z 3 w U� ll EI ELOFMCAl+ O) CITY OF RE1V ON DING 'PEP ? 1999 C012(9my �II°�ilIl� a�IPC��Il�(�C�°�� Arctftecture And PlallnnRong SA `tc; -I�t. HORIZONTAL BELLY BANI VERTICAL V IP"0 ROUND T"t'PICAL ; HORI ZONTAL (00 w 5.GL I 4 i O Q 0 a� J Q i- I 0 m 1) LO D .p rD L.,) Q Z C UNITGiL go Me Mevaatoomm 'IMEdg. 6 RZ 7 SCALE ?s' : "-O' ,0 q 5' TO 6' STEP \---3PRIPKLER R15ER `—"-8" TOP OF ROOM - SEE SITE BM HGT. ABOVE PLAN FOR LOCATIONS SLAB, TYP. s UNIT G / D ENTRY PORCH UNIT D Izlevsdoim = Mdg. (5 'a 7 OPTIONAL SLUE ENCL05URE — i i UNIT_ a Izztenimir Me7sliflam. o I'MIl(Uo 5 T Nonce SEEN ■om= UNIT A 5CALE 1,8' : -Z" �-1 IZONTAL 5 DING 0 CEi✓AR LOOK ✓IN'! L S++INGLE -- �' -8" TOP of UNIT A BM �-6T. ABOVE C SLAB TY ENTRY PORCH CO"POS IT I ON SHINGLES -- r-. ---- —J UNIT UNIT B L1N IT A l 5!4"x8" CEDAR TR, !`k% STEP • B_ G �q�,,� v n ^ 3 t 14 1C TOI-M- U IgRan �n�m1 I ll °o n. 29 30 i (w9 n0a nno �30 M (tog no§ (0270 Hkm� 1 2,3 4 14 UNIT A, 1 : ��q Ia IcrN�u-•I�, .�. `, , �, 16 �ns�h. HAM) SCALE: I/8' • ' -rZ' — i FLUE ENCLCSL+RE i oo 00 UNIT A TM ]EO�v�ttl�� = I��all�s o Il, �, �, �, So ffio Ilia nnQ Ilse n,6 Arc Il§ , 5 : -Z' z� a w u, nl aaaa C7 G� q� G 00 (--1 14) 0 ) (j 1 m c� m o� z�w� c)lI:4c/� Mtryr P� OF RENTON; JI1dC; SEp � 1999 VFfl (C D en) ®tljrChC� C�,iLy�rl A �t�� a (� � l�� I —El��Y} f ARCHITECTURAL GRADE COMPOSITION SHINGLES - - ACCENT PANEL (PROJECTED 3'/2") _ W/ 5/4x4 TRIM AND 2x4 DENTILS * 12" O.C. - -- -- y BARREL VAULT L 18"0 GABLE SEE DETAIL END VENT —� 3/A31 12 _12 ALUMINUM C%UTTERB 4 DOWNSPOUTS 12 12 WOOD TRIM s WINDOWS / `\ 81 1 8 TYPICAL ` 164 GABLE END VENT 5/4"x8 BAR'SE Ix3 DRIF -- CUT BARGE ABC ,'E ROOF BE - (- .; FRAME DOUN A LINEUP TRIM — 4 FASCIA 5/4"x8" CEDAR WRAP u C? 0 0) z 0 0 a 0 e 0 cr CD no a v Ln 0 0) n 0 �v u 4 z Cu �� fin■ Mn inn i ; n MEN • I n ■■ ■ ' no SEMMONS WOONS n n SWEN ■• ■i• j ■ ii i■■ �� EMMONS n // ■me I iii■■i I 1aws■s. on ■o I�li� e�.■�i � ■j ■ ■ 1101 �� Ii� i 1111 1 -'- - -r- ---- --ram---------�� - 1___-_____-_.__. i_. .. ______.._____-__ y---- _---- -___1------------------------------------ 1_-___ �e C �SueL-E 12 ' i (0)ENE: BEN- - - - -. _ 6� 12 2 6 _ E IT 1 r N■ n■ n � r ■■ ■■MEN �.won � ■ /SOMME M■■ ■■■ ■ Eli N ■� ■■■ �� MEN ENE ENE ENE on so oil ii �� Emmons W111111:41:81111"'M Rw(o - ARCHITECTURAL GRADE ' OMPOSITION SHINGLES XTERIOR SIDING 1LUMINUM GUTTERS DOWNSPOUTS 3x8 PosT I -*Z-; FOP PLATE =IRST FLOOR 164 GABLE END SENT TOP PLATE > 5/4"x8" CEDAR WRAP ,at FLOOR (V 5CALE: I/E" = I -0' 2,482 SF. T-------7\ - �" ,k--------- ---- I I I DE I I tNTR iiALL I � 1 � I I ----------- - - - - - - F l I ; I I I I I MA ITER I 1 j I ,-1 -- I II I I rLti L I i------------ `� I r I --------- -K I-----------T---------I I I I I I I I 511RCOHD F LOOIR TLAH I I I I I I I I i L -----1-------- J 14- O o U LLJ W Z LAJ V) = lJ N U w 3 � W J � dW 0 CJ b qqa�� C? p� as A o. Z: W z LIEVEL.OPME_NT PLAT:, 4G CITY OF RENTON SEP 2 ? 1999 z C IVE �� C��P �IP�LIIl� �ifC��IlIl%C�C�;�S� ��a��°^„��;a,� r �'llz.�-Lc��r,�� 5H-hi i�E Q� �V 110 d' c 00 0 R� U ce O ) { �+ 0 u 46 +SW� • I O I k Z 16 At, ea• - - - ° OVale y �8 SPC 80-a (2) 8 Ac IZ y'AI .,. T 13 Ac ® Sylvester I. Morley Y. ' Lyle A. Bryant==�, [ 5 (5Q1 Danald;E! Hed)und�A`,P t_, `,l : , Gov T. (;i i45 Ac (4 ) �• �' '� J`� �� MCA 'y I� J. 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Faly " II Roy Fournier 5CAc L03 At,. ,ea 3 8 'i 11 9p /I I (6 y ------------------ Carl .� Falk �s -----= --- - (2) Chnrles 0. Morehead - --_ -- - - -- -- -- - - --- J4 State of Washing !0.50 Ac of 3.91 Ac -- ----� I r84 4.51 Ac. -- - { 19 � �7 16t5 -- _ 184 ----- 63blbf -- __ - CC Wi111am A Peterson Leo E Heye Edwin Wong , Tr Kent 28 105 Ac. Jarnes J. Haj ny �o Harriet Kelly -- - o. IAc. 3 v S.E. 185TH 406 fib' .-_-_-4 6 / use h,v, 50.09 Folz fio 1, Eo a . sz ss� I7p x� 0 L. MacKenzie 0,�1 Ac. 60 1B�SS- / , � r ,. ,� � O.41 AC. IB .3 - � x5rr I $ 2 S` � 3 4 � 5 $,6 IE9Ac lJ 4 ri� 61 AC. a� R r71 ��. �b2 I l-J _3 T bo sao)� -=__--_---- 9 tiS.E. 102 48' (q 186TH -- --- - - --- -- 63646 e 44 _ John � , -o -- - v63 9I Oren 'tiJ ' _ 8� George H. Campe^ 461 Ac 2,45Ac. Laverne M. HI(Is r � `TR B I , � r 110 c5 -. O 97 LLI - - 0",,a5z4 t T5 - a� --- s C. �. 45 $ 1B62/ e� N 2.31 �- i0 714 n S. I• A 0,92 Ac' 4j s LaVe M. 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I 19 "TP�fd'Jild --+-- 59 9 - �► - -�� _ F ^ C17Yp F RENTpN I SP 183 6 17 " E -A T T .�bti �s e� E g ti �g �, + f' Q 5 8 __- a9az �- re1� r175 1 SEp Le M R I _ (2) ri 53z 9 10 _ 5C C VE hyai-ont 0 0 0 Co Cb 0 0 CV C.0) EXISTING FIRE- 0 HYDRANT 0 0 N �i 5 , r / / !j t } } , 0 0 0 0 water manhole, /f 0 0 0 ower pole with transformer 0 p 0 no wmm� a M amummls �,�qmnmlm� mo 77 —7 717. 01 T7 Jn LA �UFF rr I " i6TI re i T f L r I A A` A' A A C.4 L P hya-onl =IRE S i 4 ti 1 \ ` l\ ' s ,S l 0 � 3 � � ? i i t � k i � R i i / r � r i { r O � 1\\� ,` , ( 1 '`}t \,\(`\ � I C4 ( I \ -=ter in w I% I j k + � i. r S , ; / , € 1 \ ( ` s ( ,` ` � 1`,\\ ��, �\ of UNI uildi C MAIL L OX lip 0 0', A E1'11:Lt.1r / /%-� ; i l 1 r � r �! r r N i I 1 t , } 1 1; tIi st � :�' !? i t,11 I ADJACENT DRIVE —7 1 �UFF -- NIT power pole with luminare Ri=FIRE H RANT ' l — _ / ; i i ff "cULVE UNDER RO .41C VA TYP [CIA i Ok �� 4r-c I 71i,V, / , i A?,Jh I LJ Tin �- NiNJ PfI'T 7TT� CULVERT UNDER I ROAD TO STORM DRAINAGE IN STREET (FINAL DESIGN PER CIVIL PLANS) I i 1 1 1 A I EXISTING FIRE- I HYDRANT FRONTAGE hydra IMPROVEMENT5water vake PER CIVIL PLANS of20' WIDE FIRE ACCESS ROAD W/ GATE power pole with transformer 0 CONNECT NEW SIDEWALK TO EXISTING ADJACENT SITE FIRE ACCESS EXISTING SIDEWALK water Volvo water manhole water Volvo — EXISTING FIRE - HYDRANT — and transformer with luminare 0 SPRINGBROOK SITE ACCESS - m3z PI SITE PLAN - STATISTICS P2 SHADOW FLAT PLAN P3 EXISTING CONDITIONS PLAN P4 UNIT A 4 5 PLANS P5 UNIT C PLANS F(o UNIT 0 PLANS P1 UNIT E 4 F PLANS F8 EXTERIOR ELEVATIONS PS EXTERIOR ELEVATIONS RIO RECREATION BUILDING PLANS 4 ELEVATIONS P11 NEIGHBORHOOD PLAN LI LANDSCAPE PLAN CI GRADING / UTILITY PLAN C2 CIVIL DETAILS I I - — '. I I I i I / I I i I ; 1 z I i I, i I " l 11, t 1� I,, QJ4 1 1! / / I " 1' 11 . 1 1, k , A I i ! i ! i EDGE OF 6AYE EXISTING ITC H TREES IN BUFFE R EX15TI AREA '�\ _ _ �,\ / " '+D � ry`'� �� i� ' ! ,t ! s ? ?, 1 � � ' ,, � . -QRE5T D F DITCH 'wO 0 (31 AREA IT 0 0 L CH BRIDGE 6LA.4.J6A 0 C — — { j sic \\ \ \0 0 arn b 1-7 b 1" 0, 1P et 4 F i I / E } \ ' \ ` # i ; 1 i # � ; � : i tl ! ( � \\ � t 1 TY -A I V T T V J 1, CD 7 6) E r( QI I I O I. , ! i M ACT STALL/6 \ 0 Z!IE\, C: rr 161 GH �U4 F1 H /DR4NT C*4 �0- P07E T PIG I w7 -1 N i ` \ t i\ \ \' m0 \ \ 0 v, DSj C 4 p co Op )\war po4o i i2 AD 0 t L A. A 4A A', A A; A 13\ C\ +4 1� AD9111 /C -T 71 1 F 9' 1 17Wooke M able ju I r'0 cono able I "Ili # ry, y top ol r Cker i ck4ry 2 ry LA NDI�CAPE5U 7— ding S' rookery rd ER v 5-woi r 0 Ull bu b rfq 210 Rl�\ 7' Catch baa�istanqard gnot* 0 vo 14 te*phone junjav x 0 retaining wall -3 retaining wall to roe:ta�ln�fnq �Wa 1 4' rockery' IN X1% 0 BUILDINGS 0 0 C*4 9to 0 i S ?culvert catch basin stando d gr EXISTING -\\ \\ \ \\ \A\ \ \ \ 0 0 STY Pr# 3 ! \ \ \ \ \ \ �\'�\ `\ \? �\ ! , I 1IRMEIM Mte RC'4 M N \,X N N N SCALE 1= 400 0 LIGHTING NOTE- Zone change line 190 0 li:�o 0 0 0 0 —it BUILDINGSANDEACH GARAGE Al 1 OLUNHO, EACH ENTRY DOOR 6 APARTMENT BUILDINGS TO HAVE LIGHT FIXTURE CONNECTED TO PHOTOCELL /7i STAM"MCS LOT AREA: 341,516 S.F. (1,ea ACRES) RI AREA: 86,325 S.F. (I.Se ACRES) R14 AREA: 261,19I 5,F, (5,e9 ACRES) 5TREAM AREA. 1,4aO S.F. 255,711 S.F. (5-96 ACRES) ALLOWED DENSITY: 83 UNITS PROPOSED DENSITY: 83 UNITS BUILDINGS: TYPE V-NON-RATED OCCUPANCY: RI APPROX. BLDG. AREA: BLDG5,1 -4, a, 10, 11, 13,14 4 15 = 6,410 S.F. BLDG. 5 = 3,440 S.F. 5LDG5- (o 4 1 = 7,a7O S.F. 5LDG5, e 4 12 = 8,510 S.F. BLDG. I(o = 6,e12 S.F. RECREATION BLDG. = 4,488 S.F. 112,360 S.F. TOTAL IMPERVIOUS AREA: BUILDINGS = 68,000 S.F. DRIVES 4 WALKS = 82,412 5.F. 150,480 S.F. TOTAL LANDSCAPE AREA: RI AREA; = 86,325 S.F. R14 AREA, = 15,141 S.F. eTREAM/C)ITCH BUFFER IN R14 AREA, = 32,564 5F. 2a3,361 5F. UNIT MIX: TOLUNHOME5 A 3 BED / 21/2 5A 22 5 2 BED / 21/2 5A 20 APARTMENTS C I BED / 1 5A a 1-) 2 5ED / I 5A a E I 5ED I 5A I6 F 2 BED 2 5A a MANAGERS UNIT I TOTAL = 83 BARRIER FREE UNIT REQUIREMENTS; MINIMUM OF 20% OF GROUND FLOOR UNITS TO BE FAIR HOUSING ACCESSIBLE (STATE TYPE 5) GIVEN THAT ALMOST ENTIRE 51TE GRADE 15 IN EXCESS OF 109o' SLOPE. 20 GROUND FLOOR UNITS (,20) = 4 MIN, MINIMUMSTATE TYPE A UNITS 03(,O5) = 4.1 (OR 5) USE e> TYPE A (H/C) UNITE) FOR FAIR HOUSING UNITS Limit, of 5;/o natural slope area. Alterations in slope occur below this line, created by prior construction, which are greater than 25% slope. PAWING: TOWNHOME6 1.5 STALLS/UNIT REQUIRED UNIT A - 2 GARAGE 6 2 TANDEM = 4 UNIT PROVIDED UNIT 5 - I GARAGE 'a I TANDEM = 2 UNIT PROVIDED APARTMENTS (15 STALLS PER UNIT) 41 UNITS (15) = 62 STALLS REQUIRED 4 PROVIDED 55 OF THESE ARE STRAIGHT IN STALLS LOCATED ADJACENT TO APARTMENTS AND 4 ARE PARALLEL LOCATED ADJACENT TO BUILDING 12 GUEST I PER 4 UNITS 63 TOTAL UNITS ON SITE / 4 = 20.15 STALLS REQUIRED 21 STALLS PROVIDED. 24 OF THESE ARE PARALLEL STALLS AND 3 ARE STRAIGHT IN LOCATED 0 RECREATION BLDG. BARRIER FREE PAWING REQUIREMENTS; TOTAL PARKING NOT DEDICATED TO TOWNHOME5,- 59 5TALL5 PARKING IN EXCESS OF I STALL PER UNIT; 09 - 40 = 49 ADDITIONAL BARRIER FREE STALLS REQUIRED- 413(.02) = I STALL (PROVIDED 6 REC. BLDG.) APARTMENT BARRIER FREE STALLS REQUIRED- 5(I PER HIC, UNIT) KEY + 16' POLE LIGHT UJ/ 15OW 4' FLUORESCENT e GARFOR 5 CSC RETAINING WALL5 - 5EE CIV' -- .. -- / -1 St. —C ca(p)- '4- 8 45 h P1. Cap) co(p) IMMU. 6NY[ BURN5TEP•"&., -DEVELOf�� R 14 S 55th St, R M R W1 SE I t" • J1 AMN PM M (P 0-) oo oo 0 Z Z :5h t.- 0 YI 00 00 0 0 U all, 0 0 F-4 (CG;�DGY �'�FIPBUP klrChn' ArchRotecture And Planm'ng TODUNI40ME 5 117. 17r'. 17r. 17r-. (25' MIN.) (M MIN.) (20 MIN.) (25' MIN.) TOWN�4OME5 D MINIMUM LOT 51ZE F'RIMAR�T' UNITS EXTERIOR TOWNNOMES INTERIOR TOWNI-10MES � Io of (Iro"Iny 1w1M111ISIr-C1 111 • - • uNREcsuL ATP O 2,500 5.F, 2,000 S.F. 1,800 S.F. / UNIT OR 14,400 S.F. F'ER P LDG, WETLAND <E"T' A -475 5.F. 5 1/230 5.F, D 2,04a 5F E 1,4&1 5.1°, G 1,454 5R (SEE WETLAND RE FORT FOR ADDITIONAL INFORM,4T I ON) 1 1 � / 1 1 1 NEW CULVERT d DITCH 1 TO CONNECT EXISTMCs DITCHES I ................. 98o 5.F 1 Lr MENTS i i 1 1 W, Q aaaa 0 00 0000 0) 4) 4J WE 4 cv 6► 6) >. 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I .- Isidowalk flow line of vertical curb & gutter SCALE I" = 40' '\W NOTE; EXISTING TREE GROUPING6 ARE ESTIMATED 5'I' ARCHITECT Alterations in slope occur below this line, created by prior construction, which are greater than 25% slope. ('�l�e � I (�i-(Diip Airchn' eC 0 Arch oat �/ectur(n And Piae-))nno 4., Q 11 M W W � U W, H 0 0 1% 0 = 0 �> 0 orl Q 0 0 M 0 W 16 OR M 9 h V@ rd O0 PH �4 P�> 0% 9 �3 'a 0 g fm J " J) O-) (T) 9 c, ,n (P (P .. —1 C) 0 0 i4) 0 0 a 0 W > . . t; W z .1� Q F_ F_ ® !g Cq N � 4) P4 In I F I C� 0 N 1 V 00 In 0-% Cf) 10 N 0) 0) V 00 0) V4 0 1� r- .I. 4 9 � 4 � 0 U to E4 0) 0 F-4 4 4) 4i 414 :3 V) � (n t 0 U 4) 0 C: 0 > 41� A 4j tD Cf) 0 F-4 F-4 0 F=4 22' —0" 593 S.F. ADJACENT UNIT A I w,in, tul %I SCALE: 1/4" = P-V 1,194 S.F. Z7( 5F EGA-P-AGE) 22' —0" 758 S.F. L Il It ti ,1 �i SCALE: 1/4" = l'-0" 1,2g6 S.F. 40® S.F (C#f-AG-) 538 SF. WINDOW ABOVE �a tam 1 Z O � w � LLJ z ¢ _ v c� Q J c, O aaaa • i i -1� I. • J� • � i ,s m m .. Q 0 0 cr 0 0 a Z��> •o 0 N In 00 N 0) 0) v 00 0) 0 c� 0 0 t9 7-4 1-4 Cz)o/my �II'�il_Il� k"eCC;�IlIl�(�(�i�� Archotecture And Planni�n IP4 O e � 0 0 SECOND FLOOR UP HAU ID NIi 4 a ix1b SCALE: 1/4" = 1'-O" 794 S.F. 0 J I m 3 d Q O O rn J Q I CU Ln O cn cn U] O Q z 0 0 U N 4 0-- N 56 60 5L SAFETY 30 1 e FIREPLACE LIVING 13 3x 184 0 LF D.UJ. _ � p• UTILITY AME1 D W. TOO _oREF.0 10°12° 2 SHELVES 121068 I ■ w w WALK-IN w --- =CLOI IN SET = DBL. 5 t P / BALTH N o Lay. TUB/ SHOWER v N N WALLS 15T. FLOOR 56 60 SL SAFETY 42" HIGH GUARDRAIL L VIN54 13 x184 MZI ID NI1� a1095 60 80 SGD 10 X 12 0 0 _ t0 WASHER N ,� PLUMBING J ACCE5 tu WALK-IN w CLOSET N .iieK r DBL. 5 P G 2 SHELVES 5 UTILITY - SHELVEs /� �'�j SHOWER BATH L Il It � � ill ommovI1(� I I(1KJA I )11)1' � 0 v m �nil "( 1 �ii•�1 fl��u�rl I ��1�C�� IP�L1Il� �IP((��IlIl�(�C�� ArchRotectu�°a And Plannon 0 m 000a :1 — • _ I� l r -1� _ rr � r• J ■• .r o /f r / J ti 0 N W co OD 0 U U) P v) u 4J tQ co .mot sir `39 -IaG l iiil 21tibm ffilkmllt�, I I (�1 r-r CD ry-) CU Ln CD cn m 0) 0-) I L" I111 �� ]�)�� (�11'ti1 f �11)(1)1' � WdbT 11fibmakV521 _I - VATMEMBRIA Aw olit 'NOW] P I = I SO P0 A 1111pr,1111 !1 111& 11cl, ^11 3 C3 Q) N DECK OR PATIO BED ROOM 02 S x 1B 4 LIVING 11 X12, 45St C14 CLOSE MASTER BED 9 X13 ENTRY F UTILI 9 Zx9 KITCH BATH LUALK- IN 00 CLOSE D 0 -------------- A DE STOR 42" HIGH GUARDRAIL BED0.00M 02 e xe LIVIWs S 0 11 x1a C14 SK MASTER BED x 13 LA EJ f DINIWS 9 x9 KITCHEN ATH WALK- IN -00 CLo&u-_-r NO BT-7 31b,_011 0 cq 0)00 M, u0 0 v-4 F-4 0 Fc4 C) ao 0o a 0 Z all > rsa Sft-`1`� �136 C-D (Co;SeY (�romiip kTl•chit•CtC(3:� ArchRotecture And Planning 1� S a LD J O I O 3 d Q Q O i- 0 m J a L2 0 / 0 rcl Q z \ N 0 P-- u da)->> 1/111 35'-11 1/2" N 9 r, aliffita"a I ", IS 1"artra I gh I 43' -11 1/2" 10 -0" 11'-0" 8'-0" 2'-I1 1/2" 3T-11 1/2" IN,TO ts� 144�ec�a►ncd i'la►a,i• 1 SCALE: 1/4" = I'-0" 1,155 5 F, S a N lei j m OI .M AA'-11 1 /9" 43'-II 1/2" 43'-II 12" 31'-11 1/2" 0 ['nit "l��" (fi'ii•�t t'I�na�i•l SCALE: 1/4" = 1'-0" 1,121 5.F, m 2'-II 1/2" I m m y �LYTOMP klrChn' G/mC 0 ArchRotecture And Planning z 0 0 w or w z_ LLJ _ ¢_ V) U oQ _1 0 Q O'j Q UJ ~ d. V) aaaa tI- 0 N 00 10 N 0) 00 0 0 LLV 0 P CD 0 0 ltl .. oo ao a z >=4 P 0 0 3 cc 0- CD FT - CD rn Cn CU t_C') O n 0 ro U _ Q z 0i CD HORIZONTAL SIDING BELLY BAND TRIM HORIZONTAL SIDING UNIT E �tutit l►� �i(�I�� 1;I��r;:ti�i��►u� - l��l(�I��. �') , 4 I roloo,Ic��+�ai71orolliall] (1I<Lo.Bit SCALE: 1/8" = V-0" ill UNIT E UNIT F ZMat SO j&R(BVSjaflojM c3 TID Me ImEft. yo UNIT F \u►i•1I►� �i{•I�•� I�;1c�r�,i1�i►�►i�� - 1�►lc�l�;►. �'1 �� I � SCALE: 1/8" = V-0" HORIZONTAL SIDING BELLY BAND TRIM HORIZONTAL SIDING IL UNIT F �'� �:��1 �ic�lc� I�:Ir�� gal iu►i►� - (�� SCALE: 1/8" = V-0" UNITE UNIT E 'Fat Mode IEIl�vffi�o� = I�IlaIlEo If month UNIT E UNIT E �i(�Ic� I:Ic�r�a(Niu►i�� - 1��1(�I��. (6►+�u►(�11►� �iul��(/)I'�I SCALE: 1/6" : V-0" SCALE: 1/8" = V-0" (Co;k'XgyC�SII'oilAp Architecture And PlannRong aaaa J i 1 I 1� 1. L C r .y r� r.� IN 00 V) 00 >ia �0 �l t� 0 O � Q 1il Cn .. 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ABOVE PLAN FOR LOCATIONS SLAB, TYP. a UN IT C/ D UNIT C/ D ENTRY PORCH Mode Movs1flonn o ITH o C5 & 9 SCALE: 1/8" = 1'-0" j j� �c� �o � j� UNIT D j�fto (5 �j UNIT D SCALE: I/8" = I'-C" SCALE: 1/8" = 1'-0" OPT I ONAL =LUE ENCLOSURE I�:�(c�i�iu►i• I�:Ic�� gat ia►u� - 1.► SCALE: 1/8" = I'-0" CEDAR LOOK VINYL SHINGLES COtl=OSITION SHINGLES --\ ■■■■■■ ■■N■■■ NEON■■ ONION■ ' NEON N■ NOOSE■ _ / ` ■■■■■■ MOONS■ j , ■■■■■■ ■■■■■ ■■■■■ ■■■■■■ 1, MOON: _ ■■■■■ ■■■■E■ ■■■■■■ MEMOS �i ■■■INN NOOSE 11 MOON: . ■■IEEE ■M■MN■ �1 I l ■ ■■N■NO ■■■■M■ M■ ME mm ■M ■ om No ■ � � ..No I�•iuu�t I:Ic��at iu►u� - I��Ic+l�� : 1, �, .�, � � �ti. 1 III, 1 1 1 �. 1 � �� 1 � (/)I"1". I 1 •�\ 11) 1'-8" TOP OF BM, HGT, ABOVE SLAB, TYP. 9 ENTRY PORCH Rew Mevmflomc3 - IL� I cal l , nog nng n , I �� ns onpo HAM ., 0 OPTIONAL �12 FLUE ENCLOSURE i• II :I I c� �� ,-,i t i u► i�� - I�� I cal lion Kim. Fig-"11111 SCALE: 1/8" = I'-0" 0 w aaaa J • J ji 1. ..r 1 -1� • i •� :T r J� CIA,n 0-) 0-) Q ao � oo a doe t- o 00 10 00 V) u W C,((5J)oQ/m9-y �lr(D)Unp klrChnoCP>Ct°S Archa"tecture And Plann n r qn.9 z hc 0 0 0 3 O a / 0 Q 0 rr 0 m J Q i CQ Ln 0 o-) m / a� a-) 0 U 4 z 0 ARCHITECTURAL GRADE COMPOSITION SHINGLES ACCENT PANEL (PROJECTED 311/2 ") W/ 5/44 TRIM AND 2x4 DENTILS 9 12" O.C. BARREL VAULT SEE DETAIL 3/A31 ALUMINUM GUTTERS a DOWNSPOUTS — WOOD TRIM a WINDOWS TYPICAL EXTERIOR SIDING BRICK PIERS 12 8( I A1I� ElLiFivAnOm SCALE: 1/8' = 1'-O' 18"0 GABLE END VENT 5/4"x8 BARGE lx3 DRIP CUT BARGE 2" ABOVE ROOF BELOW _ FRAME DOWN 4-- LINE UP TRIM d FASCIA 5/4"x8" CEDAR WRAP 18"O GABLE END VENT - 12 18 NOON■■■ ■■ ■■ ■■NE■E ■■ ■■ :i ME MENWINN an NE■■■■ on ■� MEN■■ EEE■NO ■o ■� ■■ ■■ ■■■ IN NOON■■ 11 IN ■■ ■■ ■■■ ■■ ■■NONE on in __ ■■ ■■ -- ■■■ ■■ N■E■OE on ■o W. N mOmu ]ZILIEVAUGH SCALE: 1/8' - 1'-O' ',RCHITECTURAL GRADE OMPOSITION SHINGLES XTERIOR SIDING ALUMINUM GUTTERS DOWNSPOUTS 3x8 POST I I I I ---------T________-__-__--_Y.-___-___T�---T-L -____----____--- 2x12 PAINTED TRIM W/ METAL FLUE CAP TOP PLATE FIRST FLOOR IVO GABLE END VENT 18"O GABLE 12 END VENT 6 O 12 12 6 �6 TOP PLATE Lj -------------------------------------------- EEI Ill i- I 5/4"x8" CEDAR •' �\ % -� WRAP lot 1st. 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KaS LLdra N\ \ I �':� o�:. �' E:/ .\ , EN �.. - - - _- ! �� • - M'� a 1► Zs .. a O J O I O J / O 0 CZ 0 m Ln a m cn cn I D O ru CD 4 Z C) ORNAMENTAL SHRUB PLANTINGS: RHODODENDRONS/EUONYMUS/ VIBURNUM TYPE SHRUBS TO BE USED AS ACCENTS TO BUILDING FACADES/SCREENING. STREET TREE THEME THRUOUT THE INTERIOR LOOP OF ROADWAY: SWEETGUM AND KATSURA TREES ARE USED TO CREATE A CANOPY STREETSCAPE INTERIOR OF THE SITE. I �•a o o l• Z o 1 v o o Q � "�^r "�' 4,�'�' U'� '��'t'�,�.�'�� •�P TALBOT RD, STREETSCAPE: A g B A 4 B B A RED MAPLE TREES ARE USED TO CREATE I I �:;•.• 11Q1��o A STREETSCAPE CANOPY OF TREES WITH 7� ��''V LAWN UNDERNEATH, t=�00L �11d1LY� go I r' 1. •1 + 41 1 _ 1 F--na'LUQ rP 1v1lk 2 Y ENTRY PLANTING THEME: =j i E ; ANNUAL PLANTINGS IN FRONT OF THE SIGNS AND WITH DOGWOOD AND JAPANESE MAPLE ACCENT TREES BEHIND THE SIGNS. — I I i INTERIOR SMALL CANOPY TREES SMALL SCAPE CANOPY TREES ARE USED TO ACCENT THE BUILDING FACADES. JAPANESE MAPLE AND DOGWOOD TREES TO BE USED. GENERAL NOTES 1. ALL BEDS TO RECEIVE A TWO INCH LAYER OF BARK N,fULCH. 2. ALL PROPOSED LANDSCAPING/LAWN AREAS WILL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. 3. ALL PLANTINGS TO BE PLANTED WITH L%IPORTED ORGANIC TOPSOILS. NORTH T_ O r o C Q 5 A O O 0, 00 is p ° � �_ � r2 O MINES! �II�I�ilir i , In 1: WN I "40111ME • . . �� - _P NATIVE EVERGREEN PERIMETER BUFFER: It ��l11��!IIIII s i� A 8 B A NATIVE UNDERSTORY PLANTING THEME IN ALL AREAS OF THE SYMBOLc.� NATIVE SHRUBS AND GROUNDCOVERS ARE USED TO CREATE AN INFORMAL PLANTING THEME IN AREAS AROUND/BETWEEN THE BUILDINGS. SHRUBS ARE EVERGREEN HUCKLEBERRY/OREGON GRAPE/SERVICEBERRY/ VIBURNUM AND GROUNDCOVERS ARE KINNIKINNICK/CASCADE OREGON GRAPE/ SALAL. i 0 f, Q t A a B A y A A -mom o i n i D I b p b d D 0 0 p b D 7b 7 D' 0 EVERGREEN TREES AND EVERGREEN SHRUBS ARE USED TO CREATE A PERIMETER BUFFER. TREES ARE DOUGLAS FIR/WESTERN RED CEDAR AND SHRUBS ARE EVERGREEN HUCKLEBERRY/ OREGON GRAPE/. ii t�� i i�� 1it t • �� I , �.t i�� cal c� �.t �s� c� 1'' I �•t i�� SOLE: I" = 40' SEE CIVIL PLANS FOR GRADING INFORMATION. (L//J w. {/�/_�/4-1111 -. C I C f o �j z U Q0 < _j d :Dcl- C S W t91 U d a D A7— L OJ a O !) O 'i O 0 D f O LAWN AREAS WHERE POSSIBLE -i4 } I RETAINING WALLS, SEE CIVIL PLANS ON FLATTER GRADE AREAS AND AT SOME PARKING LOT ISLANDS. CONCEPTUAL PLANT MATERIALS LIST: SYMBOL BOTANICAL NAME/ GENERAL REMARKS COMMON NAME STREET TREE CANOPY TREES ALONG TALBOT RD. SOUTH: ACER RUBRUM `ARMSTRONG'/ 2" CALIPER, (D RED MAPLE B&B, MATCHED, INTERIOR PARKING LOT ISLAND CANOPY TREES: • LIQUIDAMBER STYRACIFLUA/ 2" CALIPER, S WEETGUM B&B, MATCHED, CERCIDAPHYLLUM JAPONICA/ 2" CALIPER, JAPANESE KATSURA TREE B&B, MATCHED PERIMETER PROPERTY LINE BUFFER EVERGREEN TREES/PLANTS: THUJA PLICATA/ 6 FOOT HT., WESTERN RED CEDAR B&B, NATIVE SPECIES, �t PSEUDOTSUGA MENZIESII/ 6 FOOT HT., DOUGLAS FIR B&B, NATIVE SPECIES, BUILDING FOUNDATION ACCENT CANOPY TREES AT THE STREET SIDE OF BUILDINGS #9, # 12 AND # 16 AND AT THE ENTRY SIGNS: ACER PALMATUM-RED/ 2" CALIPER, l JAPANESE MAPLE B&B, \� et MATCHED PRUNUS CERASSIFERA 2" CALIPER, `THUNDERCLOUD'/ B&B, FLOWERING PLUM MATCHED, CORNUS KOUSA/ 5' HT., B&B, KOREAN DOGWOOD MATCHED 1 N.4TI`'E PLANT THEME AT THE FRONTS/BACKS OF BUILDINGS, IN BETW`EEN BUILDINGS AND SLOPED AREAS: MAHONIA AQUIFOLIUM/ 24" HT, OREGON GRAPE NATIVE SPECIES AMELAN'CHIER/SERVICEBERRY 24" HT. NATIVE SPECIES VACCINIUM OVATA/ 24" HT. EVERGREEN HUCKLEBERRY NATIVE SPECIES GAULTHERIA SHALLON/SALAL 1 GALLON CANS AT 36" O.C., NATIVE SPECIES, ARCTOSTAPHYLOS UVA-URSU 1 GALLON CANS KINNIK]NNICK AT 36" O.C., NATIVE SPECIES, NIAHONIA NERVOSA;` I GALLON CANS CASCADE OREGON GRAPE AT 36" O.C., NATIVE SPECIES BUILDING FOUNDATION ACCENT SHRUBS: RHODODENDRON SPECIES 24" HT. VIBURNUM PLICATUv1 24" HT. TOMENTOSLAI/ `l' DOUBLEFILE VIBURNUM EUONYMUS ALATA/ 24" HT, WINGED EUONYMUS aaaa O I 00 00 0 0 cd O 4� vi 0 4j t17 O N � m I O z w .. LAWN AREAS -SODDED AND HYDRO SEEDED LYNN WILLIAM HORN & ASSOCIATES, LLC LANDSCAPE ARCHITECTURE OFFICE: 10828 GRAVELLY LAKE DRIVE SW, #103, LAKEWOOD, WA. 98499 -NLAIL: PO BOX 98967, LAKEWOOD, WA. 98498 PHONE 253-582-698•i FAX 253-582-4442 :np of ver"k.- a 1 T" 77T� 7': L Designed: SIVIS 6, / Drawn: SIVIS Limit of 25% natural slope area. Checked: TDH Alterations in slope occur below r j Scale: 1"=30' this line created by prior construction Date: Job No.: 9/2/99 99121.10 T, T, 4- 4-1, vv is are U -L t::: Ca e -L c-. i 1 5 /o slope. Sheet No.: CI 1 of 2 Sheets FILENAME, MI \99121\99121-C. DWG. DWG UPDATED SEP 16 1999 15 37, 25 CREATED JUL 20 1999 1006,35 PLOTTED SEP 16 1999 15, 37, 30 %-36 NORMANDY RIDGE APARTMENTS SECTION 81, TOMINSFr 281 RANGE bE, W. M., KING C011lITT9 IMASM@TON DETENTION VAULT CROSS -SECTIONS BOTTOM SLAB PLAN MANHOLE 101'-6" MANHOLE 4'-0"? ACCESS MANHOLE 4'-0" ACCESS MANHOLE W/ STEPS, TYP. W/ STEPS, TYP. NOTCH i 1 PANELS I FOR I I MANHOLE I TYP. I 12F CTC HOLLOWCORE P/C SLAB 43 PANELS & 1 2 —6 PANEL VENTS W/ CONCRETE ENC SEMENT I & CTC INSTA I ED PANEL t OTCH I L IVERIFY 6" a» VERIFY I I I 121 CTC HOLLOWCORE P/C SLAB 43 PANELS & 1 2'-6- PANEL JL - I --� 4'-0" ACCESS MANHOLE '-0" ACCESS MANHOLE W/ STEPS, TYP. TYP. W/ STEPS, TYP. 3 5 —0 MANHOLE CAST —IN —PLACE CONC. INFILL C2 ? MANHOLE TYPICAL AROUND MANHOLES TOP SLAB PLAN 4"? PERFORATED PVC CONT. DRAIN PIPE ALL AROUND VAULT. DAYLIGHT TO OUTFLOW CATCH BASIN ADJACENT TO CONTROL STRUCTURE N.T.S. OVERBURDEN (VARIES) FINISH GRADE PEA GRAVEL FILL TO 12" OVER DRAIN PIPE W/ FILTER FABRIC WRAP NATURAL, DENSE D li�" MINUS SANDS/SILTS CRUSHED FROCK BALLAST - PLAC MIRAFI 50OX FABRIC FINALE EXCAVATIONS AFTER IMMEIATELY OVER CUT SUBGRADE CROSS SECTION N.T.S. EXCAVATION LIMITS "�.CONTROLLED COMPACTED BACKFILL. PLACE 6" MIN. EVENLY AROUND VAULT NORTH R/W FOR 1 E. 64TH STREET VARIES HYDROSEEDING (SEE NOTE NO. 1) 3 EXTRUDED CURB PER ROCKERY PER PLAN FLOW SPREADER PER DETAIL THIS SHEET 14.00 NOTE: 1. HYDRO SEEDING FOR THE BIOFILTRATION SWALE SHALL USE THE FOLLOWING MIX: 40% LINN PERENNIAL RYE GRASS 40% CREEP RED FESCUE 10% HIGHLAND BENT GRASS 10% WHITE DUTCH CLOVER, PREINOCULATED HYDROSEEDING IN AREAS NOT SUSCEPTIBLE TO PROLONGED CONTACT WITH WATER SHALL BE HYDROSEEDED AS DIRECTED BY THE EROSION CONTROL PLANS. SHEETS C1& C2 1 BIOFILTRAT�ON�SWALE NOT—TO—SCALE FRAME & LADDER OR STEPS OFFSET. SEE NOTE 5. RIM ELEV.=162.00' z (o OVERFLOW ELEV. 159.50' `V PIPE SUPPORT(S): 3 xO.090 GAGE BOLTED OR IMBEDDED 2" IN WALL AT MAX. 3' SPACING. MIN. ONE SUPPORT. OUTLET PIPE SEE NOTE 6 INVERT ELEV.=152.31 ' RESTRICTOR PLATE ORIFICE =2" ELEV.=150.31' 0.75' ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS. SEE DWG'S. NO. 49 AND 50 K.C.R.S. MAXIMUM WATER SURFACE ELEV.=159.50' STANDARD GALVANIZED STEEL LADDER/STEPS. SEE DWG. NO. 39 K.C.R.S. CLEANOUT GATE: SHEAR GATE. INVERT ELEV.=152.31 ' OUTLET CONTROL STRUCTURE DIAMETER PER PLAN NOT TO SCALE 10 LF I I 0 0 3 2" X 6" CEDAR GRADE BOARD 0 SL. = 0.00% N 4"x4" POST AS NECESSARY TO PROVIDE SUPPORT— oc PLAN VIEW MATCH SWALE TRANSITION ^RADE TO ELEVATION PER 1" DEEP DIF AT THE PLAN GRADE BOARD 6"4 _ 2% z M 4" x 4" —/ SUPPORT POST SECTION A -A A 5' LANDSCAPE STRIP GALVANIZED BOLTS NOTES 1. THIS TRENCH SHALL BE CONSTRUCTED SO AS TO PREVENT POINT DISCHARGE. 2. TRENCH AND GRADE BOARD MUST BE LEVEL. PRESSURE " " 3. GRADE BOARD SUPPORT POST SPACING AS TREATED REQUIRED BY SOIL CONDITIONS. GRADE BOARD 4. SPREADER PLACEMENT SHALL BE AT 5' FROM THE BEGINNING AND AT THE MIDPOINT OF THE SWALE. FLOW SPREADER 3 NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 EXPIRES 10 / 27 / �O 0 ��, FILENAME, Ml \99121\99121-C. DWG. DWG UPDATED, SEP 16 1999 15, 371 25 CREATEDi JUL 20 1999 1 n, n6, 39 Pi nrrrn, ccP t C, t aaa 1.;. '27, on 0 0 0 cn v c� d O Q 0 m CD 4 0 CD ry 0 U Q cn cr CD ORNAMENTAL SHRUB PLANTINGS RHODODENDRONSiEUONYMUS/ VIBURNUM TYPE SHRUBS TO BE USED AS ACCENTS TO BUILDING FACADES/SCREENING t TALBOT RD STREETSCAPE: RED MAPLE TREES ARE USED TO CREATE A STREETSCAPE CANOPY OF TREES WITH LAWN UNDERNEATH. ENTRY PLANTING THEME ANNUAL PLANTINGS IN FRONT OF THE SIGNS AND WITH DOGWOOD AND JAPANESE MAPLE ACCENT TREES BEHIND THE SIGNS. t IIN'TERIOR SMALL CANOPY TREES SMALL SCAPE CANOPY TREES ARE USED TO ACCENT THE BUILDING FACADES. JAPANESE MAPLE AND DOGWOOD TREES TO BE USED. N GENERAL NOTES STREET TREE THEME THRUOUT THE INTERIOR LOOP OF ROADWAY SWEETGUM AND KATSURA `FREES ARE USED TO CREATE A CANOPY STREETSCAPE NATIVE EVERGREEN PERIMETER BUFFER: EVERGREEN TREES AND EVERGREEN SHRUBS ARE USED TO CREATE A PERIMETER BUFFER. TREES ARE DOUGLAS FIR/WESTERN RED CEDAR AND SHRUBS ARE EVERGREEN HUCKLEBERRY/ OREGON GRAPE/. NOR I l i LL ll ��Il�Il�CLllll LL.��5•CA1 � �11 ; � SEE CIVIL PLANS FOR GRADING INFORMATION i i o ;o 3o +o ao 1. ALL BEDS TO RECEIVE A TWO INCH LAYER OF BARK MULCH. 2. ALL PROPOSED LANDSCAPING/LAWN AREAS WILL 13E IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. 3. ALL PLANTINGS TO BE PLANTED WITH IMPORTED ORGANIC 'TOPSOILS. RETAINING WALLS, SEE CML PLANS NATIVE UNDERSTORY PLANTING THEME IN ALL AREAS OF THE SYMBOLCZ� : NATIVE SHRUBS AND GROUNDCOVERS ARE USED TO CREATE AN INFORMAL PLANTING THEME IN AREAS AROUND/BETWEEN THE BUILDINGS. SHRUBS ARE EVERGREEN HUCKLEBERRY/OREGON GRAPE/SERVICEBERRY/ VIBURNUM AND GROUNDCOVERS ARE KIN NIKINNICK/CASCADE OREGON GR_NPE/ SALAL LAWN AREAS WHERE POSSIBLE' ON FLATTER GRADE AREAS AND AT SOME PARKING LOT ISLANDS. CONCEPTUAL PLANT MATERIALS LIST SYMBOL BOTANICAL NAME/ GENERAL RE%IARKS COMMON NAME STREET TREE CANOPY TREES ALONG TALBOT RD. SOUTH: ACER RUB RUM `ARMSTRONG'/ 2" CALIPER, RED MAPLE B&B, MATCHED, INTERIOR PARKING LOT ISLAND CANOPY TREES. • LIQUIDAMBER STYRACIFLUA/ 2" CALIPER, SWEETGU"M B&B, MATCHED, CERCIDAPHYLLUM JAPONICA/ 2" CALIPER, JAPANESE KATSURA TREE B&B, MATCHED PERIMETER PROPERTY LINE BUFFER EVERGREEN TREES/PLANTS: THUJA PLICATA/ 6 FOOT HT., WESTERN RED CEDAR B&B, NATIVE SPECIES, PSEUDOTSUGA MENZIESIU 6 FOOT HT., DOUGLAS FIR B&B, NATIVE SPECIES, BUILDING FOUNDATION ACCENT CANOPY TREES AT THE STREET SIDE OF BUILDINGS 49,412 :AND # 16 AND AT THE ENTRY SIGNS: ACER PALMATUM-RED/ 2" CALIPER, JAPANESE MAPLE B&B, MATCHED OPRUNUS CERASSIFERA 2" CALIPER `THUNDERCLOUD'/ B&B, FLOWERING PLUM MATCHED, CORNUS KOUSA/ 5' 1-IT., B&B, KC RE AN DOGWOOD MATCHED 212 (ng� y ir (0) m p ir n, 2 ;.j o' � G CL NATIVE PLANT THEME AT THE FRONTS/BACKS OF BUILDINGS, IN BETWEEN BUILDINGS AND SLOPED .AREAS: MAHONIA AQUIFOLIUM/ 24" I iT OREGON GRAPE NATIVE SPECIES ANIELANCFiIER/SERVICEBERRY 24" HT. NATIVE SPECIES VACCINIUM OVATA/ 24" HT, _ EVERGREEN HUCKLEBERRY NATIVE SPECIES GAULTHERIA SHALLON/SALAL I GALLON CANS i AT 36" O.C., NATIVE SPECIES, ARCTOSTAPHYLOS UVA-URSU I GALLON CANS I KINNIKINNICK AT 36" O.C., NATIVE SPECIES, MAHONIA NERVOSA/ I GALLON CANS CASCADE OREGON GRAPE AT 36" O.C., NATIVE SPECIES BUILDING FOUNDATION ACCENT SHRUBS: RHODODENDRON SPECIES 24" HT VIBURNUM PLICATUM 24" HT. TOMENTOSUM/ 0 DOUBLEFILE VIBURNUM EUONYMUS ALATA/ 24" HT. WINGED EUONYMUS LAWN AREAS -SODDED AND HYDROSEEDED LYNN WILLIAM HORN & .ASSOCIATES, LLC LANDSCAPE ARCHITECTURE OFFICE: i0828 GRAVELLY LAKE DRIVE SW, #103, LAKEWOOD, WA. 98499 M: VL: PO BOX 98967, LAKEWOOD, WA. 98498 PHONE 253-582-6984 FAX 253-5824442 r �n�LeCLuTe And Planninnr /,,A- - c r W, i �a � I t ® I G3 A � I � I 0 w � r � 7 U Z W Q W ja p er' a CIO Ew-� ff -dge Of asphalt edge a, f as, no 1.4 NORMANDY RIDGE APARTMENTS SECTION 31, TOWNSNP 239 RANGE 5E, W. 116 KING COUNTY9 WASMOTON LEGEND EXISTING PROPOSED EXISTING PROPOSED water val MONUMENT FOUND. VISITED NOVEMBER 13,1998 SIGN GRAPHIC SCALE #4 REBAR WITH RED PLASTIC CAP STAMPED POWER POLE per IS 22338 SET NOV. 20, 1998. I I 30 0 15 30 6I 0 120 V'v I I SCRIBED *X" IN CONCRETE SET NOV. 20, 1998 BOLLARD edge o-5 SANITARY SEWER MANHOLE LIGHT STANDARD (1,j STORM MANHOLE 0 CONCRETE IN FEET 0 ft. CATCH BASIN ASPHALT PAVING 3 1 inch SEWER CLEAN OUT •I% '30gs, of asp�hallt- WATER METER 2& HYDRANT APPROXIMATE BUILDING STEP IN FEET ROCKERY & APPROXIMATE HEIGHT W F, t e - inanINA-e ,eon, Irl 741; -tc V 4' m 0 J. tt ed .e i A A r -1 IL gp t i� r I Q p a t ................ WE�tlandl flag Pit - < < < < 186 227.25 lgy- L T 186.90 F I M. 83 234.40; 200.84 209.83 213. 2 d 1187.�5 192.84 196.84 196.84 O 179;1185 183.85 183.85 ; I % . ?05.83 209.83 24.20 228.20 232.40� r 169.90 01 15EL R1W 09 2 of % X110 ff 169.90 f ,q q 7. M 4# 4',W 187-40 4' 4! 20D.39 1W �x 4' 4' 21 1 M IWN 4. qwf W, i4w- 5it �� # 71� -77 27 "K 10 7� 54 183.85' 196.84 20'.L83 209.83 183.8 4 228 S� n • 221 A2 196.24 BLDrIp G, ___ MO.37 232.00 'J M-1 21136 96NA FE)"RES 10 2 7 00 1A, IG Y 1.1-1v 0?, i ; I A J! nd 14 / ®,, t ` ,,,t3 ,ti. Uesigned: Drawn: S Checked: 1 Limit of 25% natural slope area. Alterations in slope occur below Scale: 1 Date: 9/2 Job No.: 9912 this line created by prior construction, Sheet No.: ej f e r-t..'. c a I b & which are greater t h n '��-25 % slope. A 1 IL I of 2 Sheet; OD 0 O T- F- 0 C/) IMS IVIS DH 30' /99 1.10 FILENAME, M1\99121\99121-C.DWG. DWG CREATED JUL 20 1999 10, 0& 35 UPDATED, SEP 16 199915,37,25 PLOTTED, SEP 16 1999 1537130 k I DETENTION VAULT CROSS -SECTIONS l nn'-n" 9" 49'-7 1 2" 49'-7 1 2" 23'-0" 4-0 4-023'-0" OUTLET CONTROL STRUCTURE SEE DETAIL THIS SHEET coNc. WALLBAFFLE WALLS (TOP4) 18 ? HOLES ELEVATION 155.62' IE 0 152.31) 20'-0" TYP. 20'-0" TYP.SUMP W/ I WALL CONC. WALLCONC. COVER G CONCRETE SLAB W/ 'o� �#4 Q 12" O.C. EACH WA _6" �0)10 4-0"o) 4) 6"? HOLES IE 319.50) INLET 4 -0 " 48 -0 " 4_p" 3 nAMnOCTr Wei i 4'-0" 32'-0" 4'-0" 13' -9" PIPE H C SLAB OUTLINE --� Wj BOTTOM SLAB PLAN Ell/ IV. 1.3. MANHOLE 101'-6" MANHOLE 4'-0"? ACCESS MANHOLE 4'-0" ACCESS MANHOLE I W/ STEPS, TYP. W/ STEPS, TYP. T T 7 7 r I NOTCH II PANELS I rT FOR MANHOLE TYP j 12v CTC HOLLOWCORE P C SLAB 43 PANELS & 1 2'-6- PANEL VENTS W/ CONCRETE ENCASEMENT & CTC INSTA I ED PANEL NOTCH I I L I VERIFY 8„ 8" VERIFY I I I 127" CTC HOLLOWCORE P/C SLAB 43 PANELS & 1 2'-6- PANEL I I '-0" ACCESS MANHOLE 4'-0" ACCESS MANHOLE W/ STEPS, TYP. 6,_ 6" (� W/ STEPS, TYP. TYP.3 5 -0 MANHOLE CAST -IN -PLACE CONC. INFILL C2 TYPICAL AROUND MANHOLES MANHOLE TOP SLAB PLAN C2 N.T.S. 4"? PERFORATED PVC CONT. DRAIN PIPE ALL AROUND VAULT. DAYLIGHT TO OUTFLOW CATCH BASIN ADJACENT TO CONTROL STRUCTURE OVERBURDEN (VARIES) FINISH GRADE OIL 151.70' PEA GRAVEL FILL TO 12" OVER DRAIN PIPE W/ FILTER FABRIC WRAP NATURAL, DENSE COMPACTED SANDS/SILTS CRUSHED ROCK BALLAST — PLACE IMMEDIATELY AFTER MIRAFI 50OX FABRIC FINAL EXCAVATIONS OVER CUT SUBGRADE CROSS SECTION N.T.S. EXCAVATION LIMITS ....CONTROLLED COMPACTED BACKFILL. PLACE " MIN. EVENLY AROUND VAULT NORTH R/W FOR E. 64TH STREET VARIES i HYDROSEEDING (SEE NOTE NO. 1) 3 a EXTRUDED CURB PER PLAN 8' I 2.� MAX 5' LANDSCAPE STRIP ROCKERY PER PLAN FLOW SPREADER PER DETAIL THIS SHEET 0 3 L:; y ; <!% aD _ 0.75' , �I/,�. ''/':\'`. `1uI:\;;;Fl:1y //.' % �,�;,,,/ , �:\ / �` 1! r''•'� 075' ;r, t .'r 1��r- I I 14.00 YT` 1 NOTE: 1. HYDRO SEEDING FOR THE BIOFILTRATION SWALE SHALL USE THE FOLLOWING MIX: ro 40% LINN PERENNIAL RYE GRASS 40% CREEP RED FESCUE Q Q Q Q Q a z 10% HIGHLAND BENT GRASS 10% WHITE DUTCH CLOVER, PREINOCULATED p Ooo 8 HYDROSEEDING IN AREAS NOT SUSCEPTIBLE TO PROLONGED wQ CONTACT WITH WATER SHALL BE HYDROSEEDED AS DIRECTED BY THE EROSION CONTROL PLANS. SHEETS C1& C2 "�rfJO 52 O, 1 B10FILTRATION SWALE ��SSEcis1 � NOT —TO —SCALE tONAL EXPIRES 10 / 27 / P» arc � ono w co z III FRAME & LADDER OR STEPS z c OFFSET. SEE NOTE 5. ROUND SOLID COVER V a RIM ELEV.=162.00' MARKED "DRAIN" WITH �i o LOCKING BOLTS. z z SEE DWG'S. NO. 49 h�CQW s MI": AND 50 K.C.R.S. V 4, •A s . W (0 N MAXIM Z OVERFLOW ELEV, 159.50 UM WATER SURFACE ELEV.=159.50' w a; i a V) STANDARD GALVANIZED .0 PIPE SUPPORT(S): STEEL LADDER STEPS. �k v > o`}o 3"xO.090 GAGE BOLTED ; -.; SEE DWG. NO. 39 K.C.R.S. V Q OR IMBEDDED 2 IN WALL v a O 5 3 AT MAX. 3' SPACING. V) .5 MIN. ONE SUPPORT, VWN• CLEANOUT GATE: J - SHEAR GATE. 5 0 0 ,6,,L I L 0 _OUTLET PIPE U ~ SEE NOTE 6 INVERT ELEV.=152.31 ' (7FjtINVERT ELEV.=152.31 ' o N O co RESTRICTOR PLATE ORIFICE =2" z M ELEV.=150.31' N N .i ca OUTLET CONTROL STRUCTURE W 2 DIAMETER PER PLAN ~ 0 NOT TO SCALE Z W 44 10 LF J ■ Z Z 3 3 3 O m N W W v Iq Iq Z OD rn W 4C � 2" X 6" CEDAR GRADE BOARD 0 SL. = 0.00% _ N = 0 Q Z 4"x4" POST AS NECESSARY TO PROVIDE SUPPORT 0 PLAN VIEW c MATCH SWALE TRANSITION GRADE TO I= — ELEVATION PER 1" DEEP DIP AT THE p PLAN GRADE BOARD CO 6"_4 — 2% Q - � NOTES GALVANIZED BOLTS 1. THIS TRENCH SHALL BE CONSTRUCTED SO AS Q TO PREVENT POINT DISCHARGE. W z 2, TRENCH AND GRADE BOARD MUST BE LEVEL. a O " " PRESSURE 3. GRADE BOARD SUPPORT POST SPACING AS a .22 N TREATED REQUIRED BY SOIL CONDITIONS. GRADE BOARD 4. SPREADER PLACEMENT SHALL BE AT 5' FROM THE Designed: SMS BEGINNING AND AT THE MIDPOINT OF THE SWALE. Drawn: SMS FLOW SPREADER Checked: TDH Scale: 1"=30' " " Date: 9/2/99 4 x 4 NOT TO SCALE SUPPORT POST SECTION A -A CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 Job No.: 99121.10 Sheet No.: C 2 2 of 2 Sheets FILENAMEt Mi \99121\99121—C, DWG. DWG UPDATED, SEP 16 1999 15, 37, 25 CREATED, JUL 20 1999 10: 06t 35 PLOTTEDi SEP 16 1999 1$ 371 30