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11-102984 PLANS
L'a King County Dept of Assessments ---- Control RightOfWay Plat ShortPlat OriginalShortPlat Parcel ------ Lot ------------ Easement - - Survey GovemmentLot Hydro - - DonationLandClaim Proposed Parcel Platted Major Number City i ne mrormauon mc(uaea on ims map nas Deen compuea Dy ring County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County. Do not use for survey purposes. NW 16-21 -04 Aug 11, 2010 1 inch = 100 feet 1: 1200 05 N o 5 ti ^7 M - _ VATE ROAD 3 0 � 7-147 ^5� A M '%I N I O - PRl d �' R' S 88-48-13 E I IV z LOT 2 I 0 164.00 - - - - _ -� 0j -- ---- z 21750# 2°0050 3 50,216 539 �35 00 ^ / TR. X I F w 135 I 65 r. 5. - - - OC/0 13 / w 3 UN D 61.6 - 150 --- - - - 80.33 _. -- w L.6 S� 3 1 107+ 0 122:7$ ----- - - 20 ''� j4 N !vim N ,-I w N o Ix 'bIN S 36 P� ,-� S 89-34-08 E - - ----- s. - _• -_ _�2�0 , rn 0 N I N N 15.80 AC I M 14.31 t: o S 89 ES14T 21 ____ - 4 M o , S sN s, M S 5R 3-5fl' 0 I n 57690 SF o 688456# I 12 TRACTA `. TOR1 13 3 0 rn `ot+e �w ,-1 o to 1C39.54 ,N rr "Irn rn o +O1 , N ti N z`�° 1.32 AC o -ws2io w N• m S 89-34-08 E - s25 , ,nry rr M/ryN cw 0 o N 9207 I 920F3 M I M N 260 m '� o LOT 1 2 I v r I o n aOo M o N LOT 2 W °si a 3 5 - ! 16675# h + z i : S 88-16-26 E 205.95 z o (' --____ _ -- 325 - - - -Iti ,•-a-, 0.3/4} A �N c " �o r,�•, ci LOT 3 �� wo! W N w 3 cat Cr la (,IAC. co .y`0 N .' SCC 535007 I 250 N 9J�V '.-I� ,-1 .-1 O O N Ol N M2320 �� pp 2 75 �" q _______ _ SLOPE ESNT_ S.C. # 535007 i z o o `" N n: 44.50I32.71 I --__-_- ________ I r. r '� ! N a, o 3 pO•a , 49.150 ------ 1 `�� ' S z z "1 '•� rn ��3+n v 4 •.,a o 1N h 40 i;O e i S 88-16-26 E 791,91 N 88-16-31 W45-ug g A Az20465# 0 37078# cv . o °°3wwW o _-_-. 2 5 3965 SF 71z 41815 #4121$0448-10' 7402260101 m E-" { o --.-, AC 4647/387 $y �2729482 ----------------- --- - _ 32.53" 16624 SF 92 14 0040 16533# - 1.876490 o - - ----------------------Q. TO COUNTY 8107060253 I- - <P 3 ry I �� o Id 9276 0 -- - FOR RELIN - - 9 g 63# M rn M^ 9272240 68' E« N SF '9a 9296 N8B 6-31W 7 OX03C 0j2 A o 0 of N 7/396 oZ I �' =- - TURN BACK LN.'--'--- --- 88-16-31 W A• s i---------- u> 2663�/21 a , 2 0 Ft o o ------------------ ---- 9 m' �'�.... o x5,785 o S. 320TH ST. a --------- 173.s7 9 ti ti3 �, o o N z, „ -�-__-_�190 ----- ----- STA. 26o-0.8 / px 7- M o m o SHEETS I & 2 OF 6 `o (AUBURN -WESTERLY THRU PEASLEY ,n Q o; o - --- _. _ 63.83 105117 30-69 >v. - .y`'> ---- ----- N89-34-08W S89-11-22W -ZJ07 .._ 0 00 z�- 23-321 O8-4-32 e + CANYON; APPR, 5-10-1932. Q +360 46.18 --- -- - or o N 88-16-31 W 486: `( 3 6y A A 1 9(P.S.H. N0. 5) r ) E +I n o ------- 163.39 96.63. ° 105--- N N z r .'I iO `0 3881/454 38 9/ +____..1303.11 F o n + Co 89.94 ORD. _2813 N V 1507 4533/264 TURN BACK LINE ti' - - w I d + -- - + ; I ------- - - o ° 1304.16 ,--`- ` - - __-- /1206.921 04.25 E. b _____ -- _ - -- - 89=34-08 W ,1 � I Q TO (SEE PLAT FOR VEHICULAR AC ) - _ 7-2-32 (S_R.5)(P.S.H. NO. 1j to N I . I FOR REL N •o COUNTY m o FOR RELIN T ---" - 8107060253 7404170102-20' � pQ` (P.S_H. N0. 5) Q• 0 COUNTS 8107060253 - - - -- ---- -- SE S 32 _78 M N 89-15-08 W I - - S 88-16-31 E IPI _ __._. PIERCE C - - _ ' (AUBY;tN-RU PEASLEY CANYON) O _ �� � I 125 __________ `L----------------2000517000228 _Rd I ST STA. 26 1303.12 N S 7320 3H ST 24+25.6 P.O.T. ol� m 9�i� 13W 225.20- �jrp % ��:. m , - S. 320TH. ST, LINE TO JCT . S S. S . H . N ----- -. _.._. _. zso4.>_ _-o_ 629.11 (P.) _ _ _...----- F N +l\ �I" APPR_ 5-10-32; SHEETS 1 & 2 OF 6 O .J -A 6 + r- `�.-- -- - -_ ._ _7-12-32 ;IN 88-20-15 W (HWY-h8 S Ij - _ _P.S.H.S S 6 Of N88-16-31W 133.83 ,- -- _ NZ_ 10.75 APPROVED 10- - 958 SHEET F S h O N89-50-07W 191.77 1 y 43 E 8 752.10 O 28 i T 8& 10 OF 20 N I N I 188.26 8.24 (P.) P S H NO 5 P S. H E F N I N S 29 °n° 160.80 8.82 0 c REV. 9-26-77 O O n 0 fD 139.72 55.10 2 1•oS 88-16-31 FOR RELZN TO COUNTY 8107060253 0 o STA. 26+13.9 2N 'E t02.48 Z o Q• r o x1 i c 56.41 38.11 38.43 24%_94 0.99 H I(P.S.H, NO. 5) S 26 n 13 w °p 0 - S 137,26 38.88 n o 88 16-31 E 25 ) 65 ~ g A3 T s S6 6 ! 123.i3 8.0 I r 170.65 (P.) 70. gSy (P. _ I hy. ,.,, TRY •91 I I ' TRACT o `866/424 300 4'0` 1 0.TTR 114 53 W I I o TRA 'T C ti I N O1 UND -529 INT (`------------ N 300 .? g 45 gl� I i i S 88-16-31 E `V6 s N d ] 62.50 o r w r r 1N; 76zz4o - i 3870/227 w 9Z�.` >, ,-1 I o o _ 762240 0014 TRACT E M' T_ T_ Yj--- ------ ___ o NI i 36551# ti M N r S ti I --- --------- - ------ --j m O �I 6; 33 , m 3TRACT D -,- --- 0026 `-" I � !!! "' M tp L_--_-_-_-_-_-_--_-_ �` r TRACT G �'.23168# rl 0130 0--------- �---N 0012 N IS 88-48-13 E 65 I. _- I '�265 N28339# •-� 100i3#rn.-1--I 16476# 7ez::,lz oo; ' N 9041 z 169,16 TRACT X I 0014 �\ I 19856# 18315# TRACT I N p Q 138.44 21920# I 23 1S i 1 I 0016 0017 0 III M 0026 S� i i o 107.41 N I I � N 178,36 c N ( 4.3 126.26 142.26 , I' 4 15 272 87 I ? 13 74 � � i 0 265 50 i : I : I I ; : Ol ' i : 1\' � 6 AC i _ ~ I I rl I 262,87 0 i wl a � T. e o Nol o------------ - -_-_-_-_-_-_- _- ,y •-+ W if ----------------------------------_------------- ` ( o cn i A 326k ' -' o I� z I s2 TRACT A 65 i II 50 :15 14 762240 4 1 I 1 I a I 33 I o _v x C0 76V40 SEA TAC MALL w 60 5 I > VOL, 97-39142 °ii = I U I � S 88-47-45 E _ _ Iit I45 THE COMMONS BSP 06 100926 004SUlick,�I~ M Lot D 20070530001643 I` ' O ol. ~ I I TRACT J f 65 I VOL 241 /40-52 w LOT 1 I i r 12 '� �i m N o I i 1 2.01 AC o M I '33 M ,o c`4ill rn li N cli 9028 19397# ;o VIj ; our --------- ------ o N' N, 01 M 0120 %0p N 7S! '' co n S88-25-35E r; u I. 20 rl 15, S88 c I :. M154 N8-18-13W 226.74 6•04 N InF N 88-47-45 W ;� wII'" :m\Sy o io `i' M,rn 198.92 ' ----- - - __r: vi -- a 65 N88-18-04W c w -�( - !: I 29\ - a N88-18-04W rn o NI ;.,^ .�-aIlo!, )ti `I3 4.21 o ry ._47.24 z 25.01 z'N Lot B n til N �y o N88-18-04WZI N ao 0 rn El 4 51.67 r N 49.85 w N 6.4 I! TRACT M N88-14-32W I _ 145 ,'N TRACT B I M , N r 1-N N N 67 M 10 w rn o 19.29 o 1, 'W 5069184 o z N88-23-02W m,, 36521# N r� 11.64 AC M 50.04 w o M 0100 00i5 4.67 i ~ z 80167# 3 N 88-48-13 W 160 E _ 580.96 1.84 AC 1.48 AC M 149.14 £ N 88-16-31 W 484 0025 rn 75 3.3 10.86 0011 I o N r w N1-05-OIE z N 1 276.67 9.97 75.2 N88-21-32W 270.54 I I w N88-17-53W M is ti of `4 o M M I_____________________________________________ _ _ o _ __________•__________________ _ __ .y N MI. I i , N 9 N, w o I o; w - 453.07 i, m I MAN �37384# 0090 4.14 r zl 507+91 N; -52_20 E _ BRA) - - _ _ - _ - - TACO!!A-RBVER MD_ s 2 - - - - - - - - - - & 2 �y� `� TACOMA - COVINGTON SEC _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A� I R 1248 BONNEVILLE TRANS_ LN. ESMT_ - 124.98 0^ -' ! v 77.67 301.54 'nyhY 243.92 R -O ) ) 58.89 63.54 _ 586-58-31E 138.9 u ---- --- - ------ --- 5------------- -------- 58-30 w S8I- 9 M _ey. o o '----- -- ----- N 86- 273.14 N SCC 02-2-19486-9KNT-RW ! ° R=35 77.42 - 40_ M � 'y0'S5.67 M-._____-- 369.09 `-` 26E _ R=900 M V ' S. 324TH ST 20021205002--- ----_ 8.84 -- "' 234.81 -- - - 0.54 ---- - w M---------- 18 - -- - 36 -_-_-_-_-_-___-_ m rni N 89-55-40 E R=1200 N 86-58- 45-13 - ----- _j(� M S 832 N N--�-- �j ! 163.77 61.84 157.48 30 W 369.09 --- - - - - M - - _ 3 14 M 6 - _ - - - - - - - - vn rn� - --------------------------------------` 226 2 - M , 211 .61 R-1200 194.18 7 _ -' 3 015gT53 W , --- - {rn 2002120----- 5-- __-_ I 02 -� I - - -----�0-7�-�-^__= of lio M SCC 02-2-19486-9 R/W -I_ 20021001001964-R/W b Yq 37.06 80.10 94,-5I---- - ,(o Oti�l 3S 'S M POR. - •'" 144,52 ,-, 0 21205002665 -- - TR I i 294. 37.36�`3S0 gS ,----------- :...6 OC21 36Q-« 52W 304.06 N44-17-52W a w; N e : I z .73 003001401 R W'--------------------------__-------- - -- N 89-18-15 W «--•r. 1 27.22 - - i o - - 23_26 - - - - - - 170 - - - - 0 6 38.81 ,- -20021 - - - - - - 85 - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - n 1 TA MA -GRAND COULEE NO. 1 73.66 109.38 100.62 109 N 88-19-40 W 2560.67 (P) TOT. �� 76 2191.87 H ,i N ' Z3 S2 127.10 N 88-19-40 w 634.57 (P.) 290.0 - ,n 30 ( 30 Z2.90 - - --------------------------------- 0 -r. t - _----- --_ _' --_ _ __ _________ _ _____ _ ai. _____ _ ________ ___�__ ___ N 16 i01 -------------- ----------- ESMT. LN. w o '-+ - 12 3 - ono ------- - - --- -W -- Q----- _- - -.. 15 w 1, I N _ 90as 11 °' ,n N-88-_2b=29'w .-rN.- -- -- ------------------ '4-- o i co rn cUi i s N o r-j: ' I ti 118 92 # T 8 1817 B# �. ro 7 roa 4 36 m.. N Z ,► n w r5 Dow W I 0110 r m 3 0� m n H I a x 0080 I F------------------------------------------- S 64946# w wl o i ' 0.66 AC i 324THP 2'°o012 zL LL O 9049 o C) ~ �I FN rnl, 1!n , 1.49 AC 82.47 M, „ N _ 126.84 21745# N, E ow N oo ; .y ... 95 114.31 0070 001 0030 (L' 0 !).._` rnl O EIO1 zN o l S 770 ?'. to ^ , I,Mj 1D ___-__-- _ 60' Rd & til Esmt �g8i9020001# 11 Z -' } w a O I \ L 0040 N 62 22 Q �- 196 2 z w , a a�; :� N O v, •' > o x o' W M N 19 43 > a o m Q+co N r� ��Z V v 109.38 I00.62 I N88-20-29W o ='ti Y� 'n 1.a� S 324TH PL 0 J Z O W z x N I ,7 38110#$ 9.3800 SF ��z 9 0, N88-20-29W N Q 2�0� 9044 9042 30 30 NOTE: SEE PLAT ~' N 6 43 LLL m 8101260451 ; H a 57 ¢��. �� + N M 9 2s m FOR REMAINDER I I OF ESMTS. ms23 I p o 250 I 17372# 20873# 14438# 13282# - --- , � 95888 SF 325TH. ST_ 0060 28762 SF 2.2 c 50 N 88-20-29 W 603.98N88-0-29W 95 113.98 P.) 0010 & 00- 9039330 1038 100.62 98 o _ W 87 N 89-19-02 , o �� ---- 0 5 4 360 8.1.32 109.82 N 89-19 )2 W 161.83 0 46379# 1.06 AC ; N it !o LOT 2 9083 0 *1 i ' 162100 I oaeom 47.02 f-2. 98 (P)� 9oaa �. a Qi I 6C ° m �I �; M °=1° i KC 7806220938 220 - t4. oo 11 NI N u) O M i M CO 6D o ;� I° SP 275005 _ CO a 22787# LOT 4 cg o of r.� N I M 2 v o I z 9043 a" ( ... Imo' ,N N 20949# I Nr1 N 89-19-02 W 140.01 o o O _ �I 7 128 .01+/- ` 67.09 220 it MI �02-0 M N 88-46 W. w �I E N w I z 1A ZO N'� x' LOT 1 r I iL v z 1 LOT 3 r' �, 15605# to 1.11 AC ' 18.24 " `+.. 6.05 AC 3 11 0' �; , it ,-, , 7�... _ z ,i.c 9023 N; N, 131+ a - - 0030 �; O N N 9-19-49 W 2 > / 140 34125# o; m lC, o 9 160.84 30 30 43.87 N 89- W 892.45 -------------------- N 88-6': '-Ic+Ni U, 'S�-8c21-08 E`er _e `.M 285 (P) , �, ^, vzi M 95. 273 III 3 SS90 BOO j I 90_ 0o rn 245968# 60 5.65 AC 9097 z ' I N 88-74,6 ; o . s* it 8-4 2„ a w OX> 145 N n 3 vX p 133 I S. LOT A N 13300# 133 0045 N' I I 145 2 o ~ I , ; qO dOO\ i O o l I co ; w v\ a3w 4 Nr U . , 4.34 AC 01�, �xll x ;1 N 9025 626 +/- t B do or; �01150 i N 88-22-01 W 275.21 47688# 1 7 r71 I ° 263.21 1.09 AC Icv o z I e-I ril N7 8 0040 z 285 (P) PARCELC 2; O M N H II � ,�f ILL uJ N v rn N 88-22-48 W O---------------- w IM E ^ I^ � 262.95 N xi LL• I I PARCEL B N 1.21 AC 0 6 O ° I w N 9024 0 �" rni d• I ,y) � N 88-22-48 W � z � I� 262.83 rn M N N' NII1 N' 250.83 0- Oi 10 , U W� ' r o o M 62 POR j 62 PARCELA �' 797880 150732# y!! 50 2��� 0 360 5-77 3.46 AC (Yi l 39159# \ \ R N bti G \ o c 1.43 AC 1.24 9004 A II 5� I 0' I 9033 9038 y \ 44.23r7'), V 2 \ 220 _ N 88-22-48 W 262.60 �� 88.16 188 12 5.77 299.99 163.15 1307.95 797880 62 SS 180 �I ;O 287.99 `, 1307.95 181.99 626.30 1469.31 S 89-21-22-2 0 180 41 '99 ' E+ 50 °� o h)0 �n -22_ E B s P z 62 �� R 9q w a 29806# N ?6? 848 88082`` +4a2I3 �r 30 30 1 - 0 "D20 S 9 0 , o, 50 I jU S 89 19-24.7 E \ m S89-18-48E 99.99 a1 -ern I 338400 N, I 292.9 '� 0 77 �} 9065 U, M o 797880mo 97580 f� N \\I , 5r 188 ° maoc I rn I 63 0: 's , 200 ;a' o PCL A o_ I N 89-41-44 W I< I w H n N u7 I i FWLLA BLA 00-104746-OOSU 20010613900009 O V,� _ I r, SS9 15=48E- -- = - -- 106 I a ors; - N. N U ;I Z'- 2 = 89 _ 2.2E 541.99 j Z 21 rn n 1 N 89-21-22 W ------ ~ _,a PCL B 27i ----- I I N � O N 321075 £ W \ 4 49602#,o' rnjj 11189# 1.14 AC ( I z I rn �N S 88-25-35 E 7- FOR '� '� TO COUNTY NQUISHMEtdT�, "- TURN BACK LN. --.i I a m UNDER w �'Lo FOR RELINQUISHMENT m N A.F. 8102160� 6 n ? TO COUNTY UNDER 0 o py0 M A.F. 8102180756 -------------g- �-+- �-i --,� ---- �-----_ N - LINE-.- /. G:-----i-- oY +' ;m �• o S 88-25-35 E__ 1191.E 5 cn z � - TURNBACK LN. In h �07 120.98 / F N 88-25-35 W 1 27 57 112.34 / i 33 U' 33 l 42 / I � / CP 454434# ,o 10.43 AC +o i o 0019 1 ;o r N i ----------- - .. O =' ;oti TRACT K s6d.7o I ;.•: ' A / N 11 -- ---____- / 1375471# 31.58 AC 3971/492 a o 0010 t p jQy 2 42215# C6 11 F� ry �` 20.66 0020 _ - - _-N_89-52-20 E-, TACONA _RAVER NO. 1 i 2 (1970) SHT_ 168 - - - - - - - - - - - - - - - = - - A 4°�/ �-5 3971/492 Lx14 A$ ; BONNEVILLE TRANS_ LN_ ESMT_ - - _ _ _ AP. 485+34.7 AH=ZyA• �'i ��y 10 I66 ,Lk�S•� TACOMA-COVINGTON SEC. 485+35.4 BK / y�\ S9xQ> / 33 S g - w - 7 R-86 209.13 _ - 4TH ST. _ -----_` 1� \��00 0 _16 9 - - - - "-- -'g 84-52-54 W O 16a' TRACT L S - o- - -- - 217.09 ---- TACOMA =GRAND COULEE NO. 1 - 3 5 AE . 84560 1 c - -R=900 _ - - N 89-53-50 E - - - - - - - - - - - - - 335. 86 - - - - - - - - - k23 (COM Vl (1958) SHT. 6 OF 126 �, 485 g,2 (S�$ 82350# 2g 9X 2 qg6 6k14.3 1.89 AC 4S R=033 o� 4a 0021 LN, 12.66i, - 162.5 I 0 o z N / 1 1 / 3/ W M/ 1 M ' 1 "I ti 0 m l 1 1 r' 1 o U M' f N H r� q 1 0 q; / � q ro / n7 0 1 0 00 1 N / / CO / POR. 1 - - 1307.95 9037 S 89721-22 E --`--- i1! 1307.95 10 8 6.5 30 - 30 , M � RECEIVED M JUL 25 �jat 144170 ' CEDAR CREEK CONDO ITy OF FEDERAL WAy I W S 89-21-22 E 270,99 CDS 589-21-22 E 270.99 60 VOL. 94.33-55 � �r 150.99 `� 134.99 �,' �,� iSTAMEND. VOL. 94194-95 v - SCALE : 1 /8" = 1 '-0" 0 10' 20' EIFS OVER METAL STUDS - GLIDDEN PRO WHITE' m oil! a R 1 1 1 . , STAINLESS STEEL CABLES FORVINES EIFS CANOPY SOUTH ELEVATION MIN 1 KT r LA, N KOHUS THE COMMONS FEDERAL WAY,WASHiNGTON M r " • A,1 • • JUL 2 8 2011 CITY OF FEDERAL WAY AS INSTRUMENTS OF INTELLECTUAL SERVICE, THESE DESIGNS ARE THE 06-17-11 AVALON ARCHITECTURAL CDS PROPERTY OF LICENSED ARCHITECT FLEETWOOD B. JOINER AND ARE NOT 06-30-11 REV TO BE USED WITHOUT HIS WRITTEN PERMISSION. FLEETWOOD B. JOINER D E S i G N SHALL BE THE ARCHITECT OF RECORD FOR PROJECTS UTILIZING ALL OR 07-26-11 REV r N PART OF HIS DESIGNS. CONSTRUCTION PLANS EWE Vicinity i,\Aap prepared prepared \ by 181 S. 333RD STREET BLDG. C, SUITE 210 FEDERAL WAY, WASHINGTON 98003 Phone: (253) 838-6113 7•ZS�II ESM JOB NO. 1064-014-001 SHEET 1 OF 10 SHEET NO. 1 2 3 4 5 6 7 8 9 10 f � � DRAWING NO. C0.0 C0.1 C1.0 C3.0 C4.0 C4.1 C5.0 C6.0 C7.0 C7.1 t Index DESCRIPTION COVER SHEET EXISTING SURVEY GENERAL PLAN SITE PLAN GRADING AND DRAINAGE PLAN GRADING AND DRAINAGE PLAN SITE UTILITIES PLAN EROSION CONTROL PLAN / SWPPP SITE DETAILS GEOTECHNICAL NOTES CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 JULRECEIVED 2 s 2011 CITY OF FEDERAL WAY CAS PERMIT NO. CITY OF FEDERAL WAY APPROVAL DATE SIGNATURE : 0 3 i� o 0� 3� i� c °n 0 co 0 co 0 1-1 n a 0 E m r N L : m C co 6 i � co (c N cc a v 5 S So S W-Z- W - W W SANITARY SEWER MANHOLE RIM = 413.54 n MID -CHANNEL 8" CONC= 407.09 �L�I�---------------- LJI is LTA PO - vv W W 1 -�. p PSTORM DRAIN CATCH BASIN ` . c�.� � .� x .. a: , r-- t` - �. �- P ---cs y---EM12" 14 5 E = 410.57 STORM DRAIN CATCH BASIN Q� \ ( ) RIM = 415.384l \ IE 12" CONC (N) = 410.5454 IE 12" CONC (SE) = 410.88 xi�am p tl p F p STORM DRAIN CATCH BASIN RIM = 415.39 IE 8" CONC (S) = 414.13 O P D STORM DRAIN CATCH BASIN RIM = 415.67 IE 12" CONC (W) = 412.49 \ IE 8" CONC (S) = 412.89 OS L_J m 0 0 STORM DRAIN CATCH BASIN RIM = 415.85 ❑ IE 6" CPP (W) = 412.7 IE 6" CPP (S) = 412.73 STORM DRAIN CATCH BASIN F RIM = 416.06 I E 8" CONC (S) = 413.34 STORM DRAIN CATCH BASIN I RIM = 415.96 L KOHL'S IE 6" CPP (W) 413.10 �' IE 6" CPP (E) = 413.01 I r N rLIRY i �' STORM DRAINRIMA . L = 41 012 1 IE 8" CONC (N) = 412.60 IE 8" CONC (S) = 412.58 / RIM = ' STORM DRAIN CATCH BASIN IE = 412.82.82' 8"(NW) RIM = 415.99 -I IE = 412.76' 12"(SE) IE 6" CPP (N) = 412.54 I IE 4" PVC (W) = 413.22 IE 6" CPP (S) = 412.44 p STORM DRAIN CATCH BASIN - RIM = 415.89 IE 6" PVC (N) = 412.11 IE 6" PVC (E) = 412.09 STORM DRAIN CATCH BASIN RIM = 416.00 IE 2 1 /4" PVC (DOWNDRAIN) = 415.80 $` 0 0 0 o RIM = 414.27' co E = 411.44' 6"(NW) I E = 411.19' 12"(W) y IE = 410.99' 12" (N)---"" e E=41 �1 / o_ F F - P ' ---- F RIM = 415.78' RIM = 414.38' IE = 412.75' 8"(NW) {� IE = 410.55' IE = 410.43' 12"(N) 12"(S) Q di< = / 412.66' 12'(S); \ ; / STORM DRAIN CATCH BASIN RIM = 412.51 IE 12" CONC (N) 409.43 ' S ORM RAIN CATCH BAS IE 12" CONC (W) = 409.32 RIM = 413.04 IE 12" CONC (S) = 408.79 `\IE 12" CONC (N) = 410.15,,-- IE 6" CONC (E) = 409.75 IE 6" CPP (W) = 410.65 CIE 12" CONC (E) = 410.18/ �� S yl--- P D / SANITARY SEWER MANHOLE F RIM = 410.81 ID -CHANNEL 12"CONC= 390.03 W W W .01 `�- D SANITARY SEWER MANHOLE C RIM = 412.53- I MID -CHANNEL 12" CONC= 383.33� o D � d D STORM DRAIN CATCH BASIN RIM = 409.51 IE 12" CONC (N) = 405.71 IE 24" CONC (SW) = 403.16 t IE 24" CONC (SE) = 403.14 r F F F F F W W O p Q L O S W W W W rr\r?r r r --@'_ s S S W - W m SCALE: 1 " = 40' CONTOUR INTERVAL = 1' 40' 20' 0 40' 80, LEGEND OD STORM DRAIN MANHOLE ❑ CATCH BASIN >o STORM ROOF DRAIN ❑o GAS METER (1) TELEPHONE MANHOLE ❑ TELEPHONE RISER © POWER VAULT �p TRANSFORMER LANDSCAPE LIGHT LIGHT POLE 9"C) MAPLE TREE WITH SIZE M FIRE HYDRANT WATER VALVE OW WATER MANHOLE IRRIGATION CONTROL VALVE 4 WATER FIRE CONNECTOR OW WATER VAULT ® WATER METER �y WATER HOSE BIB -(T SIGN POST ocos CLEAN OUT ® JUNCTION BOX 0 ELECTRIC STUB 20 NUMBER OF PARKING SPACES L.S. LANDSCAPE AREA C.W. CONCRETE WALK HANDICAP PARKING STALL D APPROXIMATE LOCATION OF UNDERGROUND STORM DRAIN LINE SD APPROXIMATE LOCATION OF UNDERGROUND ROOF DRAIN LINE S APPROXIMATE LOCATION OF UNDERGROUND SANITARY SEWER LINE W APPROXIMATE LOCATION OF UNDERGROUND WATER LINE P APPROXIMATE LOCATION OF UNDERGROUND POWER LINE ROCKERY LEGAL DESCRIPTION A PORTION OF TRACT A OF CITY OF FEDERAL WAY BINDING SITE PLAN NO. 06-100926-00-SU, RECORDED UNDER RECORDING NO. 20070530001643, RECORDS OF KING COUNTY, WASHINGTON. OWNER/ DEVELOPER STEADFAST COMMERCIAL PROPERTIES 18100 VON KARMAN, SUITE 500 IRVINE, CA 92612 HORIZONTAL DATUM NAD '83('91), WASHINGTON NORTH ZONE COORDINATES, EXPRESSED IN U.S. SURVEY FEET BASED ON GPS OBSERVATIONS TO CITY OF FEDERAL WAY PUBLISHED CONTROL MONUMENTS. VERTICAL DATUM BASED ON CITY OF FEDERAL WAY CONTROL MONUMENT FW144. TOP OF MONUMENT INSIDE CASE LOCATED IN THE CENTERLINE OF SO. 320th STREET, 0.20 MILE EAST OF 1-5 OVERPASS. ELEVATION = 462.93 (ft) NGVD-29. SITE CONTROL ESM CONTROL POINT NO. 50 - SURVEY NAIL WITH WASHER D NORTHING = 117186.4270 EASTING = 1275007.4300 ELEVATION = 411.75 ESM CONTROL POINT NO. 53 - SURVEY NAIL WITH WASHER NORTHING = 117290.0370 W EASTING = 1274071.7740 n- ELEVATION = 412.12 PERMIT NO. CITY OF FEDERAL WAY o APPROVAL DATE SIGNATURE FREVISIONS NO. DESCRIPTION/DATE BY �'• �• to �. 7y o:. 41959 oNAL...L - U Toro 00 tC O) N J I 1 w N rn N M uirn 4 It, t 2 VJ C Q � a 0 3 � = o 0. n o W uj W N WxWui U N C C Z Z U.1 +, co O 0 2 0 000 , E Z U) c' vrn I-M'D� .5 c J 0�7 O U V) +� U) 1 a) - - o Z m .- ' a O•-�� �U U°-°mti E - N N Q, 3 c •L 3 3 a) Y co 01 c WV U(L Z O H 6 Z_ 2 Q W nW (L O L� Lij Z V x W P� v J L 0 Q W U) W 0 L b O U JOB NO.: 1064-014-001 DWG. NAME: CO-1 DESIGNED BY: FB DRAWN BY: JJH CHECKED BY: DATE: 2011-06-23 DATE OF PRINT: C0.1 2 OF 10 SHEETS REVISIONS S — S W--®.m _ W rrN TRY rrlrr\ r r R o EXISTING BUILDING (TYP) A PORTION OF THE NW 1/4 W W - — 1* / C ./---- 1-� 0 SCALE: 1 " = 50' CONTOUR INTERVAL = 1' HOR. DATUM: CITY OF FEDERAL WAY VERT. DATUM: KCAS=NGVD-29 50' 25' 0 50' 100' LEGEND ®®— CATCH BASIN TYPE 1 PROPOSED WATER W EXISTING WATER ------- EXISTING 60" WATER S EXISTING SEWER D EXISTING STORM ---G--- EXISTING GAS P EXISTING POWER NOTE: "SITE LIGHTING" TO REMAIN AS IS IF POSSIBLE, RELOCATE ONLY AS NECESSARY. NOTE: CONSTRUCTION IS WITHIN THE VICINITY OF A HIGH VOLTAGE POWER TRANSMISSION LINE. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH PUGET SOUND ENERGY. NOTE: The existing features shown on this plan were taken from plans provided to E.S.M. LLC by others. E.S.M. LLC assumes no liability for the accuracy of that information and has based their design on that information. CALL 48 HOURS BEFORE DIG 1-800-424-5555 PERMIT NO. CITY OF FEDERAL WAY APPROVAL DATE SIGNATURE NO.1 DESCRIPTION/DATE BY cec° a. Of WASyj • �'® 33710 ° ° o��s �oNA M O M U "00 mo m 0)N &. J co N M m M ui rn t VJ a c� C a 3 � p u1 � � N W ® pwW C C z w 00 z LL1 *' co C m o� zto' �v+ --a�� �_ I— m B E DM(n (z O V) F U -0a U) � _ C o zCU W— L- •B o ._ 0U°0mu_' U T E� AV/ W C •L 0 013: C W U Ua z O 6 z 2 N Cl) W F rr O Z J W z 01W O rF— vJ U. Q. W r) W �J � O U LL O U JOB NO.: 1064-014-001 DWG. NAME: C1-0 DESIGNED BY: FB DRAWN BY: JJH CHECKED BY: DATE: 2011-06-23 DATE OF PRINT: C1.0 3 OF 10 SHEETS REVISIONS EXISTING BUILDING (TYP) CENTURY HE1 '/\ rR Illl��►�,,� PORTION ,. OF THE NW 1/4 . • j - m w 0 SCALE: 1 " = 50' CONTOUR INTERVAL = 1' HOR. DATUM: CITY OF FEDERAL WAY VERT. DATUM: KCAS=NGVD-29 50' 25' 0 50' 100' OWNER/ DEVELOPER STEADFAST COMMERCIAL PROPERTIES 18100 VON KARMAN, SUITE 500 IRVINE, CA 92612 BASIS OF BEARING HORIZONTAL DATUM BASED ON CITY OF FEDERAL WAY CONTROL. STATE PLANE COORDINATES NORTH ZONE NAD-83 (91). BENCHMARKS VERTICAL DATUM BASED ON CITY OF FEDERAL WAY CONTROL MONUMENT FW144. TOP OF MONUMENT INSIDE CASE LOCATED IN THE CENTER LINE OF SOUTH 320th STREET, 0.20 MILES EAST OF 1-5 OVERPASS. ELEVATION = 462.93 (ft) NGVD-29. T.B.M. TOP N.E. BOLT OF SIGNAL POLE BASE LOCATED IN THE S.W. CORNER OF 23rd AVE. SOUTH AND SOUTH 322nd STREET ELEVATION = 412.21 (ft) NGVD-29. NOTE: CONSTRUCTION IS WITHIN THE VICINITY OF A HIGH VOLTAGE POWER TRANSMISSION LINE. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH PUGET SOUND ENERGY. CALL • HOURS BEFORE YOU DIG 1-800-424-5555 PERMIT NO. CITY OF FEDERAL WAY APPROVAL DATE : SIGNATURE : NO.1 DESCRIPTION/DATE BY e , ° e e ,A 33710 ION L n O N 50 00 (O 0 0) N J CO N 0) m ++ M �n 0 L v eq Lo o,2 a o CL W v I- U W w 'z C C Z ww JJ 0 z W co 4-1 N O aci C'3 000 E Z U) c rn Q°c ~M :)> Z� —� co m rJ? p cn =FU?� U o On �� �o Ocom co 0, 3 ` L L .co 0'3 c W U 2: Ud z 0 6 z_ Q 3 Lu F- ui CL O Ir CL .—I z Q U (L 12� w W Z .0 V) O c/) LL.. D Q a W 3 vl w ILL. ILL. Or r U JOB NO.: 1064-014-001 DWG. NAME: C3-0 DESIGNED BY: FB DRAWN BY: JJH CHECKED BY: DATE: 2011-06-23 DATE OF PRINT: C3.0 4 OF 10 SHEETS c O 0 / 1 -- __ EX. C.B. �I T.G. = 415.96 I F-1 I I.E. - 413.10, 6" 0 (W) k� I.E. 413.01, 6" 0 (E) PB L J F EX. C.B. T.G. = 415.89 = 412.1 1 6" N I.E.=412.09, 6"0(E) r- L_1 C.B. #7, TYPE 1 T.G. = 416.14 I.E. = 411.94, 6" 0 (W) I.E. = 41 1.94, 6" 0 (N) ,I.E. = 411.44, 12" S r.✓N UF�Y 62 L.F., 12"0 S.D. rJH r r r R @ S=0.50% C.B. #8, TYPE 1 T.G. = 415.48 I.E. = 411.13, 12"0 (N,S) 75 L.F., 12"0 S.D. @ S=0.50% k I F F F F- - w w W 415.81(TW) I J C.B. #9, TYPE 1 T.G. = 414.72 I.E. = 410.75, 12" 0 (N,E) P W 415.56(BW) 0 F SEE SHEET 4 R CONTINUATION C.O. # 1, T.G. = 416.27 I.E. = 414.27, 6" 0 (S) EX. C.B. T.G. = 415.85 I.E. - 412.76, 6" 0 (W) I.E. = 412.73, 6" 0 (S) EX. C.B. T.G. = 415.99 I.E. _ 412.54, 6" 0 (N) I.E. = 413.22, 4" 0 (W) I.E. = 412.44, 6" 0 (S) -101 L.F., 6"0 S.D. @ S=0.50% C.O. #2, T.G. = 416.19 I.E. = 413.76, 6"0 (N,S) - 34 L.F., 6" 0 S.D. @ S=6.07% KOHL'S FINISH FLOOR ELEVATION = 416.34 FINISH FLOOR = TOP OF CARPET AT DOORWAY u EX. C. B. O EX. C.B. EX. C.B. T.G. = 415.78 I T.G. = 416.00 T.G. = 415.57 I.E. = 412.75, 8"0 (NW) I.E. = 415.80, 1-1 /4" 0 (W) I.E. = 412.82, 8" 0 (NW) I.E. = 412.66, 12" 0 (S) I.E. = 412.76, 12" 0 (SE) r 3 a T T �- P P - J o b- C.B. #15, TYPE 1 T.G. = 416.45 I.E. = 414.45, 6" 0 (S) EX. C.B. T.G. = 416.06 I.E. = 413.34, 8"0 (S) 101 L.F., 6" 0 S.D. @ S=0.50% EX. C.B. T.G. = 416.02 I.E. = 412.60, 8" 0 (N) I.E. = 412.58, 8" 0 (S) C.B. #14, TYPE 1 T.G. = 416.15 I.E. = 413.94, 6" 0 (N,S) CIS P (' '� -i o / �yJp p --- P p � 93 L.F., 6"0 S.D. ° . e @ S=1.60% _ Q F F F F F F P p F _ O / �.o EX. C.B. / T.G. C.B. - T.G. - 414.27 414.34 I.E. = 41 1.44, 6" 0 (NW) I.E. = 410.55, 12" 0 (N) I o I.E. = 41 1.19, 12" 0 (W) e I.E. = 410.43, 12" O (S) I.E. = 410.99, 12"0 (N) / T.G. #1 ,TYPE 1 / I.E. = 410.94, 12" 0 (S) o e I.E. = 412.45, 6"0 (N,S) o Q- �- I e a / 0 P T.G. C.B. 4112.51 47 L.F., 6"0 S.D. @ S=6. 4% EX. I.E. = 409.43, 12" 0 (N) ---- -- _ � T.G. C.B.. 413.04 I.E. = 409.32, 12"0 (W) � 1� � 414.01 w 2"� (N) I.E. = 408.79, 12 sa (S) �' I -- � I.E.I . E. = 410.15, Q �- I.E. = 410.65, 6"+� (W) c I.E. = 409.75,r6 0 (E) I � C.B. #12, TYPE 1 c c � l.E. = 410.18, 12"0 (E) c � c � T.G. = 412.43 j " p _ I.E. = 410.43, 6" 0 (N,W 30 L.F., 6 0 S.D. Q D @ S=3.20% �; - J flilai C.B. #11, TYPE 1 ��i \47LAJ2 T.G. = 411.97 412.45(BW) - 416.18(TW) 414.99(TC)� _414.05(BW) - 413.89(TC) 416.18(TW) 412.35 414.49(FL) 413.39(FL) 413.22(BW)_ 412.48(FL)- 411.85 55 L.F., 12" 0 S.D. -@ S=1.94% B. # 10, TYPE 1 _ T.G. = 411.70 - y I.E. 407.75, 12"0 (S) .1000 1. E. = 407.75, 12" 0 (E,W) 5 a I � _ P - P - - "- P 411.09(TC) P - P-410.59(FL)_ S l / , s w w-° _ 1 / d` f lel a ooll 409.50(TC) j a 409.00(FL) i o 409.40(TC) 1 408.90(FL) ool EX. C.B. T.G. = 409.51 I.E. = 405.71, 12"0 (N) I.E. = 403.16, 24" 0 (SW) I.E. = 403.14, 24" 0 (SE) r,�\RG r r E. = 409.47, 6'0 (E) E. = 408.97, 12" 0 (W) S t70 L.F., 12"0 S.D. - @ S=1.74% I 412.34 S N S NN 411.09I �410.78(TC) 410.35 W P � Q 410.24 / - - P W FRI W s- SCALE: 1 " = 20' CONTOUR INTERVAL = 1' HOR. DATUM: CITY OF FEDERAL WAY VERT. DATUM: KCAS=NGVD-29 20' 10' 0 20' 40' [A��l- iik tw --� CATCH BASIN TYPE 1 g..: PROPOSED WATER 1 t EXISTING WATER ------- EXISTING 60" WATER S EXISTING SEWER D EXISTING STORM --- G --- EXISTING GAS P EXISTING POWER SAWCUT 0416.16 PROPOSED F.G. ELEVATION (TC= TOP OF CURB) OWNER/ DEVELOPER STEADFAST COMMERCIAL PROPERTIES 18100 VON KARMAN, SUITE 500 IRVINE, CA 92612 BASIS OF BEARING HORIZONTAL DATUM BASED ON CITY OF FEDERAL WAY CONTROL. STATE PLANE COORDINATES NORTH ZONE NAD-83 (91). BENCHMARKS VERTICAL DATUM BASED ON CITY OF FEDERAL WAY CONTROL MONUMENT FW144. TOP OF MONUMENT INSIDE CASE LOCATED IN THE CENTER LINE OF SOUTH 320th STREET, 0.20 MILES EAST OF 1-5 OVERPASS. ELEVATION = 462.93 (ft) NGVD-29. T.B.M. TOP N.E. BOLT OF SIGNAL POLE BASE LOCATED IN THE S.W. CORNER OF 23rd AVE. SOUTH AND SOUTH 322nd STREET ELEVATION = 412.21 (ft) NGVD-29. NOTES: 1. THE EXISTING FEATURES SHOWN ON THIS PLAN WERE TAKEN FROM PLANS PROVIDED TO E.S.M. LLC BY OTHERS. E.S.M. LLC ASSUMES NO LIABILITY FOR THE ACCURACY OF THAT INFORMATION AND HAS BASED THEIR DESIGN ON THAT INFORMATION. 2. CONTRACTOR TO RAISE ALL EXISTING STRUCTURE RIMS TO THE NEW FINISHED GRADE ELEVATIONS. 3. SEE WATER AND SEWER PLANS FOR WATER AND SEWER DESIGN INFORMATION. NOTE: CONSTRUCTION IS WITHIN THE VICINITY OF A HIGH VOLTAGE POWER TRANSMISSION LINE. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH PUGET SOUND ENERGY. CALL 48 HOURS BEFORE YOU D1 1-800-424-5555 409.50(TC) / 409.00(FL) r b -�� PERMIT NO. .CITY OF FEDERAL WAY APPROVAL DATE SIGNATURE 0)co m co r CD (It Lu L LL LLJ <vj IY REVISIONS NO. DESCRIPTION/DATE BY 33710 *G DNA U t i� tp O) N � J \ •, co N O) � Qi M �nrn L Q CD "!� •C U C I��iw C JJ 0 - w r, � o � .� C� ;v a E Z c/) tv A PORTION OF THE NW 1 /4 OF SECTION 16, TWP. 21 N., RGE. 4 E., W.M. IN , \ �-' i c � � � SCALE: 1 " = 20' P 4 P P -- - P - / I I CONTOUR INTERVAL = 1' 5 " S Ste'\ I P P P P P P -- P HOR. DATUM: CITY OF FEDERAL WAY s s s s ,a - P- VERT. DATUM: KCAS=NGVD-29 w -- yy UN G 20 101 0 20 40 LEGEND p J. p a�C. CATCH BASIN TYPE 1 EX. C.B. - -� T.G. = 415.40 414.98 _ . = 405.00� 12" N EX. C.B. PROPOSED WATER I.E. ( )I.E. = 405.00, 12"� (S) T.G. _ 415.38 415.48 '-- W EXISTING WATER I.E. = 410.54, 12 0 (N) . `EXISTING 60" WATER LE. = 410.88, 12"� (SE)1 E. = 410.88, 12"� (S) T.G. = 415.67 415.07 S EXISTING SEWER i I.E. = 412.49, 12 0 (W) X. C.B. I.E. _ 410.89, 8"0 (S) - -- D -- EXISTING STORM z P ,�� T.G. 415.39 E. 412.49, 12"0 (S) �u -G- EXISTING GAS I 414.91 I P '-- I.E. = 414.13, 8" 0 (S) t ��14.73 P - .E. = XXX.XX, XX" O (X) P P i P EXISTING POWER LL . 1 � � l 5.42 ��---�.__ SAWCUT 1 5. G - _--_- c -- _ - -. 3Q �`� ~` op PROPOSED F.G. ELEVATION TC= TOP OF CURB 56 L.F., 12 0 S.D. o S=7.82% C.B. #1, TYPE 1 ° \ T.G. = 414.38 a I.E. = 409.38, 12" 4 (N,W) �g60 OWNER/ DEVELOPER STEADFAST PR C.B. #2, TYPE 1 �° _ o ®�` J I I 18100 VON CA RMAN,IASUTEO500TIES T.G. = 414.23 I IRVINE, CA 92612 I.E. = 409.66, 12" 0 (E) 114 C.B. #6, TYPE 1 - - 60 L.F., 12 0 S.D. I T.G. = 415.07 S=0.50% I I.E. = 412.95, 12" 0 (W) BASIS OF BEARING 4-V ) TC ° HORIZONTAL DATUM BASED ON CITY OF FEDERAL WAY 55 L.F., 12" 0 S.D. ti°I° / ®63 L.F., 12"0 S.D.e I 41 .46((�L a ® S=0.50% '`� \ �� ® S=0.50% ®j 5 ) CONTROL. STATE PLANE COORDINATES NORTH ZONE ° w ���°° I �41 I ( I NAD-83 (91). 1 415.50(TC) � o e 4163( C.B. #4, TYPE 1 415.00(FL) I ( BENCHMARKS o T.G. = 414.90 I 1415"13(FL) ) P T / I.E. = 412.99, 12 0 (E) I / 416.09(TC) e A I VERTICAL DATUM BASED ON CITY OF FEDERAL WAY CONTROL A. 5.59 F 414.63J 414.99 / �� � ( � MONUMENT FW144. TOP OF MONUMENT INSIDE CASE LOCATED a�°h 415.84 T I IN THE CENTER LINE OF SOUTH 320th STREET, 0.20 MILES I 416.20(TC) �` I 415.34�F e o '�' 0 415.30 EAST OF 1-5 OVERPASS. ELEVATION = 462.93 (ft) NGVD-29. 415.70(FL) e o C.B. #3, TYPE 1 I _1.3790 \ el p T T.G. = 414.72 T.B.M. E. = 41 1.20, 12" 0 (N) 32 L.F., 12" 0 S.D.\ �� TOP N.E. BOLT OF SIGNAL POLE BASE LOCATED IN THE S.W. - 415.76 TC eQ� /15.32 415. 15 ✓ 415.32 39 L.F., 12"0 S.D. ( �� ® S=0.50% \ ` CORNER OF 23rd AVE. SOUTH AND SOUTH 322nd STREET U, 415. ftL S _\ @ S=0.50% I \ ELEVATION = 412.21 (ft) NGVD 29. 415.32(FL) s \ I J 415.70 TC 0.(� C.B. #5, TYPE 1 ` a NOTES: 415.20R v T.G. = 414.79 L_J 1. THE EXISTING FEATURES SHOWN ON THIS PLAN WERE / I 415.87(TC) �� 415.84(TC) I.E. = 412.79, 12"0 (E,N,W) 415.38 FL I T TAKEN FROM PLANS PROVIDED TO E.S.M. LLC BY OTHERS. 15.54(TC a� 415.37(FL) /415.34(FL) 415. TC I E.S.M. LLC ASSUMES NO LIABILITY FOR THE ACCURACY OF I 415.04(FL o 10 TC o 416.10(TC) 0 415.32 I THAT INFORMATION AND HAS BASED THEIR DESIGN ON THAT 0 TC �5. 0 FL 415.60( INFORMATION. I 415 9 416.24(TC) 415.40�FL3 416.17 TC 41614(TC) 415.74 FL 2. CONTRACTOR TO RAISE ALL EXISTING I 415.67(FL) 415.64(FL) STRUCTURE RIMS TO THE NEW FINISHED 416.03 TC 416.15 TC ;-------1- - GRADE ELEVATIONS. 415.53�FL3 415.65�FL� � I 416.13(TC 416.10 TC 416.30 TC 416.17 (TC) 416.;45 TC 415.63 FL I 415.60(FL) 415.80(FL3 ( 415:95�FL3 3. SEE WATER AND SEWER PLANS FOR 1 I I 415.67(FL) I I A 9 r, Or, (Tr) WATER AND SEWER DESIGN INFORMATION. N < 0 Q 0 1.0 E N u) N SEE SHEET C4.0 FOR CONTINUATION NOTE: CONSTRUCTION IS WITHIN THE VICINITY OF A HIGH VOLTAGE POWER TRANSMISSION LINE. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH PUGET SOUND ENERGY. CALL • HOURS BEFORE YOU DIG 1-800-424-5555 PERMIT NO. CITY OF FEDERAL WAY APPROVAL DATE SIGNATURE : 11 6 o Z a — _ W EXISTING BUILDING (TYP) r r N ruFRY rAFA rrF� 0 1-1 V)'75; O T 0 N N 0 E U1 tD N / N ////1,,,,,I.i SCALE: 1 " = 50' CONTOUR INTERVAL = 1' HOR. DATUM: CITY OF FEDERAL WAY VERT. DATUM: KCAS=NGVD-29 50' 25' 0 50' 100' LEGEND — CATCH BASIN TYPE 1 W® PROPOSED WATER PROPOSED SEWER W EXISTING WATER --- W --- EXISTING 60" WATER EXISTING SEWER S EXISTING STORM D --- G --- EXISTING GAS f�---- EXISTING POWER .—%% w r w r r- r-% i r, r e s r- o r\ r% C M 18100 VON KARMAN, SUITE 500 IRVINE, CA 92612 BASIS OF BEARING HORIZONTAL DATUM BASED ON CITY OF FEDERAL WAY CONTROL. STATE PLANE COORDINATES NORTH ZONE NAD-83 (91). r F- i I -% I I K ■ A r-% I/ r1 VERTICAL DATUM BASED ON CITY OF FEDERAL WAY CONTROL MONUMENT FW144. TOP OF MONUMENT INSIDE CASE LOCATED IN THE CENTER LINE OF SOUTH 320th STREET, 0.20 MILES EAST OF 1-5 OVERPASS. ELEVATION = 462.93 (ft) NGVD-29. T.B.M. TOP N.E. BOLT OF SIGNAL POLE BASE LOCATED IN THE S.W. CORNER OF 23rd AVE. SOUTH AND SOUTH 322nd STREET ELEVATION = 412.21 (ft) NGVD-29. NOTE: "SITE LIGHTING" TO REMAIN AS IS IF POSSIBLE, RELOCATE ONLY AS NECESSARY. NOTE: The existing features shown on this plan were taken from plans provided to E.S.M. LLC by others. E.S.M. LLC assumes no liability for the accuracy of that information and has based their design on that information. PERMIT NO. O O EZ d 0 0 a FILTER FABRIC MK POULTRY NETTING NEWLY GRADED OF SIDE SLOPE W — W rEN TUFTY Try r l\ TAR ,' FILTER FE NOT TO SCALE "x4" DOUGLAS FIR OR EQUAL > 4' O.C. (MAX.) /4" — 3/8" WASHED GRAVEL R PEA GRAVEL ;E DETAIL A PORTION OF THE NW i' OF . 4 RUNOFF WATER WITH SEDIMENT CATCH BASIN W/GF GEOTEXTILE KIATMI SEDIMENT FILTER (TYP.) CLEARING LIMITS (TYP.) rr�.T�.rJ r r CLEARING LIMITS (TYP.) SAW CUT LINE (TYP. P r-" Two r7"oRIC SEDIMENT FILTER NOT TO SCALE LOW ILI L.1.ED. WATER SCALE: 1 " = 50' CONTOUR INTERVAL = 1' HOR. DATUM: CITY OF FEDERAL WAY VERT. DATUM: KCAS=NGVD-29 50 25 0 50 100 SAW CUT LINE (TYP.) ® CLEARING LIMITS FILTER FABRIC FENCE SEDIMENT FILTER °o 0°00° 0 EROSION /SEDIMENTATION CONTROL NOTES 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (E.G., ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.). 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN 15 DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE LEFT UNWORKED FOR MORE THEN 12 HOURS, SHALL BE COVERED BY ONE OF THE FOLLOWING COVER MEASURES: MULCH, SODDING, OR PLASTIC COVERING. 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (E.G., ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. 16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 22-1568 (c) (6) (a—g) OF FWCC. PERMIT NO. CITY OF FEDERAL WAY APPROVAL DATE : SIGNATURE : D D O L DEVELOPER TO PROVIDE PIPE OUTLET TO GRID 5'-0' FROM BUILDING DOCK WALL INVERT BE COORDINATED WITH MEP CONSULTANT [TO - REFER TO CIVIL DRAWINGS FOR CONTINUATION. - 74.0' g 5.0' P.O.C. s z 49.020.0, =3 EQ. EQ. EQ. EQ. EQ. EQ. 1.7' 4.0' BOLLARD �. GRID I a; � � I RT. SCREEN WA DOCK OVERFLOW w cl now ASSUMED BUILDING I I d FIN. R.R. 100.00 cj_ Alp MAX I TOP C.& HEAVY BIR03M FINISH o SEE STRI ICTURAL ` DEVELOPER TO - PROVIDE DOCK FIELD INLET I GRID GRID 8-KB' CONCRETE CURB BUILDING EXTERIOR WALL BUILDING EXTERIOR WALL THICKNESS MAY GRID VARY - REFER TO STRUCTURAL DRAWINGS NOTES 1. FIELD INLET AND SEWER PIPE TO BE SHOWN ON CIVIL DRAWINGS LOADING DOCK PLAN ISSUANCE DATE:10/22/10 REVISION DATE: 03/02/11 SCALE: 1"-20' REVISION DATE: REVISION DATE: REVISION DATE: 3/4' 45' CHAMFER, TYP. 11-1/4' CONCRETE TILT -UP PANEL v a DOCK/COMPACTOR SIDE p m m n VARIES OF WALL PAVING WHERE OCCURS URSIELop 100'-0' WEEP HOLES - SEE STRUCT. DINGS. 1/2- EXPANSION JOINT MATERIAL 12' POCKET MIN. \ FREE -GRADING AGGREGATE LOADING SLAB i v,AAi����A/`vw COMPACTOR ��Av TYPICAL PRECAST AND TILT -UP COMPACTOR SCREENING SHEET 2 OF 2 ISSUANCE DATE:10/22/10 REVISION DATE: SCALE NO SCALE REVISION DATE: REVISION DATE: REVISION DATE: ij.``.o.a NEENAH R-321D-A CATCH BASIN FRAME WITH CONVEX GRATE 25 1/11- GRATE SECTION GRATE CROSS-SECTION R4 sa INLET WALL OPTIONS INLET WALL OPTION: 6' CONC. BLOCK a IS' BRICK OR - w 8" PRECAST SLOPE BOTTOM TO INVERT OF PIPE 4 FLANGE C.B. FRAME AND GRATE NETAH NO. R-3210-A OR EQUAL b BRICK OR CONCRETE r 12- ADJUSTMENT RINGS AS REOUIRED m g 5 1/2' MORTAR '° • =. '° _ , BACKPLASTER SECTION 'A' NOTES 1. NOT RECOMMENDED FOR DEPTHS LESS THAN 4 FT. DOCK FIELD NLET ISSUANCE DATE:10/22/10 REVISION DATE: SCALE. NO SCALE REVISION DATE: ri � 93 REVISION DATE: REVISION DATE: �.> EZ CONCRETE CAP - SMOOTH FINISH - PAINT TO MATCH POST 1" W VIA. PIPE GUARD. CONCRETE FILLTD - PAINT TO MATCH EIM SLOPE 70 DRAIN a FINISHED SURFACE 0 CONC. FOOTING \ 4 F TYPICAL BOLLARD ISSUANCE DATE 10/22/10 REVISION DATE so". NO So" REVSON DATE [ZQ) REVISON DATE POSTS O 9'-0' O.C. MAX. CHAINUNK FENCE °o CORE VARIES TOP OF WALL PAVNG WHERE OCCURS EL. 100'-0- DOCK 6- CONCRETE RETAINING WALL kEP HOLES - SEE STRUCT, DINGS. 1/2- EXPANSION JOINT MATERIAL 12 POCKET MIN. / FREE -GRADING o /\ AGGREGATE LOADING DOCK SLAB TYPICAL CHAINLINK FENCE AT DOCK SHEET 1 OF 2 ISSUANCE DATE:10/22%10 REVISION DATE: SCALE: NO SCALE REVISION DATE: T REVISION DATE. REVISION DATE: [03D L [13 . 1'-O' x V-6%0.080 AWIINUa.M�e�ACCESSIBLE PARKING � SIGN. SIGN TO READ RESERVED PARKING" W/ IDENTIFICATION SYMBOL. BOLT TO STEEL TUBE W/ 3/8' CADMIUM PLATED BOLTS, NUTS, AND WASHERS 'VAN ACCESSIBLE' SIGN AS REQUIRED io 2'x2'xO.188" STEEL TUBE EXTEND INTO CONCRETE FILLED PIPE 2'-W. PROVIDE WELDED WATERTIGHT CAP. PAINT P&L 05118 BLACK COFFEE I I I II II CONC. PIPE BASE - SLOPE FOR DRAINAGE I I � u PAVING o f I ' .� z V-S' DLA. CONC, BASE C I 6' DIA, STEEL PIPE FILLED W/GONG. 3- 1'-s" NOTES: 1. ACCESSIBLE PARKING SIGN SHALL CONFORM WTH CURRENT STATE AND LOCAL CODES AND REGULATIONS. ACCESSIBLE PARKING SIGN ISSUANCE DATE:10/22/10 REVISION DATE: 02/24/11 SCAji: NOT TO REVISION DATE: SCALE REVISION DATE,. �.J �03 REVISION DATE: ASPHALT CONC. PAVEMENT CL. "B" 3" COMPACTED DEPTH MINIMUM CRUSHED SURFACING TOP COUP 1 1/2" COMPACTED DEPTH MIN. CRUSHED SURFACING BASE COU 2 1/2" COMPACTED DEPTH MIN. NATIVE MATERIAL RECOMPACTED 95% TO BE USED FOR SUB -BA ALTERNATE: PORTLAND CEMENT CONCRETE = 5" AGGREGATE BASE = 5" HEAVY PAVEMENT SECTION PARKING AREA OINOT TO SCALE ASPHALT CONC. PAVEMENT CL. "B" 2" COMPACTED DEPTH MINIMUM CRUSHED SURFACING TOP COUP 1-1/2" COMPACTED DEPTH MIN CRUSHED SURFACING BASE COU 3-1/2- COMPACTED DEPTH MIN NATIVE MATERIAL RECOMPACTED 95% TO BE USED FOR SUB -BA * ALTERNATE: PORTLAND CEMENT CONCRETE = 5" AGGREGATE BASE = 5" LIGHT PAVEMENT SECTION 2 PARKING AREA NOT TO SCALE S-10" r3' 4" MIN. V-5- MIN. L ' _ __-_--r-- ----- 65'-0' 11 CONTAINER J FOR ROLLOFF TRUCK `}---� - - 4 -4"J y COMPACTOR (END FEED) 1 (B" 0" MIN. FROM COMPACTOR) DOCK CONNECT (8'-0' MN. FROM COMPACTOR)PACTOR tDINNECT (END FEED) -- CONTAINER I J FOR ROLLOFF TRUCK L 5 -0- 5'-2- MIN. 3'-10' MIN. PLAN VIEW TOP OF PANEL EL- 118'-10" i Lam, ; 1 =� TOP OF PANEL EL- 100'-0` TOP OF'PANEL ELEVATION TRASH COMPACTOR DETAIL - SM-BL ISSUANCE DATE:10/22/10 REVISION DATE: 02/24/11 SCALE�NOOTT TO SCALE REVISION DATE: 'nun REVISION DATE, a RAMP TEXTUR a 9 PLANTING STRIPo - t2:t tUlyiX. SLOPE S C 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO FEDERAL WAY ZONING CODE (FWZC), APPLICABLE THE CITY PRIOR TO THE PRECONSTRUCTION MEETING. ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A BY THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY WSDOT 7-02.2(1). THIS SHALL INCLUDE LEVELING AND ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE COMPACTING THE TRENCH BOTTOM, THE TOP OF THE WATER DESIGN MANUAL (SWDM). IT SHALL BE THE SOLE FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING, RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT COST OR LIABILITY TO THE CITY OF FEDERAL WAY. TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL OVERLOOKED OR MISSED BY THE CITY PLAN REVIEWER. ANY DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, LIDS. PRIOR TO CONSTRUCTION. 5. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN NUMBERS 41,46,47 OR 48, WHICH INCLUDES THE STAMPING DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER "OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER OF FEDERAL WAY". CONVEYANCE, GAS, ELECTRICITY, ETC.). 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN FEDERAL WAY 4. BEFORE ANY CONSTRUCTION OF DEVELOPMENT ACTIVITY A RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED CONSTRUCTION REPRESENTATIVE. END SECTIONS TO MATCH THE SIDE SLOPE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB 7. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE SITE WHENEVER CONSTRUCTION IS IN PROGRESS. REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING 6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER FEDERAL SPECIFICATIONS: 4"-8" ROCK/40%-70% PASSING; 2"-4" WAY CODE (SECTION 115.25) NORMALLY THIS IS 7 AM TO ROCK/30%-40% PASSING; AND -2" ROCK/10%-20% PASSING. 8 PM MONDAY THROUGH SATURDAY. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 51. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS 8. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED ROAD RIGHTS -OF -WAY. FOR INFILTRATION BY FEDERAL WAY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: 8. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. SUBSURFACE DRAINS NECESSARY TO RENDER TO LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET 9. DATUM SHALL BE KCAS UNLESS OTHERWISE APPROVED BY THE SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN DIRECTOR OF PUBLIC WORKS. APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER FIVE-FOOT HIGH, 2"X4" STAKE MARKED "STORM" OR SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE WSDOT/APWA STANDARD SPECIFICATIONS. SURFACE LEVEL, BE VISIBLE AND BE SECURED TO THE STAKE. 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.04-AND, ` IF 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR COMPACTED TO 95% DENSITY. WSDOT 2-06.3. OTHER ACCEPTABLE DETECTION. 13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE UNLESS SPECIFICALLY APPROVED BY THE DIRECTOR OF SYSTEM DESIGNED TO CONVEY FLOWS THROUGH PUBLIC WORKS AND NOTED ON THESE APPROVED PLANS. ANY INDIVIDUAL LOTS. OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B)3. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONVEYANCE LINES WITH RESPECT TO THE UTILITIES ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE (E.G. POWER, GAS, TELEPHONE, TELEVISION). EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND TO PROTECT PROPERTY IN CONNECTION WITH THE AND MAINTAINED BY THE LOT HOME OWNER. PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELLED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRED AT LEAST ONE EACH LANE OF TRAFFIC ALL STRUCTURAL NOTES SSECTIONSGGOF THOER WSDOT STANDARD SPECIFICATIONSAFFECTED. 1-07.23 - TRAFFIC CONTROL, SHALL APPLY. 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY OF FEDERAL WAY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALL. ALL ROOKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH KCRS DRAWING NUMBERS 19, 20 AND 21. ROCKERIES MAY NOT EXCEED EIGHT (8) FOOT IN HEIGHT FOR CUT SECTIONS OR FOUR (4) FOOT IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. 41 not ........... . ........... . ........... NOTES: 1. RAMP AND APPROACHES SHALL BE CLEAR OF OBSTACLES Q INCL HYDRANTS, POLES, AND INLETS. 2. RAMP SHALL BE TEXTURED BY IMPRINT OF METAL GRID WITH 1/2" SPACING. 3. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED 6- BY ENGINEER. FLUSH -a-- 0.02 FT./FT. 4. WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF THE STREET, RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING r r'' f SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREET. ''t''"'`'y'''° ` ' • ` '° r„».• ,, SEE DWG. NO. 3-9. 5. ON ARTERIAL STREETS, IN GENERAL CASE, CURB RAMPS 4 THICK CEMENT' SHALL BE CONSTRUCTED TWO PER RADIUS, IN OR 2' PREFERABLY ADJACENT TO THE MAIN PEDESTRIAN PATHS. 6. )N RESIDENTIAL STREETS OR WHERE UTILITIES ARE IN CONFLICT SECTION A -A OR STREET GRADE EXCEEDS 4.07. CURB RAMPS MAY BE CONSTRUCTED ONE PER RADIUS, AT MIDPOINT OF CURB CURB RAMP DETAIL RETURN OR AT MAIN PEDESTRIAN PATH. NOT TO SCALE EXTRUDED CEMENT CONCRETE CURB DETAIL NOT TO SCALE ;APE BACKFILL AS REQUIRED. 7" RFI nW TnP OF (:IIRR PERMIT NO. CITY OF FEDERAL WAY APPROVAL DATE : SIGNATURE : REVISIONS NO. DESCRIPTION/DATE BY CK °° P. 0 e e e ° �o ./ ss s1-Ie°°��� AL MOoO U �mE0 m \,, m m CI 41 -� toNm m 112 "m t C4 S M i co a a c� p Q t v w ® wWz c c Z Bow Z W 0 m 0 0 0 DO E Z U) cm c v+ -"0�� f- M Z � ccf) p Nam. U U) O _ p L Z w .- L '> n 13 m OTC--� °U DO CO E w ai p, y C 3 0Y 3 L �o c WU 'v a' Z 0 C9 _Z 2 rr^^ 3 v� W w CL 1..1� .J (n Q J U W ® Ld O � /0 U P^� r � U- Q Q' ICU W U o U- rO r U JOB NO.: 1064-014-001 DWG. NAME: C7-0 DESIGNED BY: FB DRAWN BY: JJH CHECKED BY: DATE: 2011-06-23 DATE OF PRINT: C7.0 9 OF 10 SHEETS 2s�.�+'`�w�. t C 1 i NE W 0 4 PAD _ .l Tow PWET SOUND NATrAAL � Ct 000INC. FEW Y FEDERAL WAY i • 34THr T■ SCALE I"=80'-0" 0 80' 160' 320' 3OI MGGRATNS I" �tl, F STREET A ells 'rmA1 r- or_7r_1 OVERALL SITE PLAN KOHL'S THE COMMONS FEDERAL WAYNASHINGTON VERIZON T F AS INSTRUMENTS OF INTELLECTUAL SERVICE, THESE DESIGNS ARE THE PROPERTY OF AVALON ARCHITECTURAL, INC. AND ARE NOT TO BE USED WITHOUTWRITTEN PERMISSION. AVALON ARCHITECTURAL, INC. SHALL BE THE ARCHITECT OF RECORD FOR PROJECTS UTILIZING ALL OR PART OF THIS DESIGN. z 0113, el ALZTECA E aim so It ✓' (10 06-17-11 11-04-11 REV 06-30-11 REV 11-30-11 REV 07-26-11 REV 01-16-12 REV 09-12-11 REV 01-27-12 REV 10-03-11 REV 10-27-11 REV 11-03-11 REV $7y" M 7t SUMS 1 RECEIVED ll�N 17 201Z CITY OF FEDE WAY SITE CDS Pbrwit Number: AMoved-By: _ Dar. y M, 1 tr r y 4 k $ -: 1114 N R C IH I T F C, Uw, -fkvl6> .a'S'- `~"'•.. ..-°i` '.. `'e.r /' 'i .'• � 't `«.E y: '+.4 . y...{ d yy' 111► Fs � -a._ P.+t,"` 3 ~ "t,,,"r..h � �� �,, 4 ^,,.+f . .! w.,,y- 'i x f ..r'•' ` tr fp) ji �, �1 � 3� f Jy`j,'1 p /i'rr +_..- t �.4 ,`'` .^„r'` ram,.-f! '+, s"' ,,,r' ,• ` rf,.. l' - I f f � 1!1� ,f � JF i'/ ,+ � / i :`.w w.i '� •''r'~A f r'`.r" �. '•" '• '+.,, � P'•` s '`'n.,., r.,.r'•+ ,'r r_. r • f.f / .+• r' d1" r e'� .i i did y.!` _s �. 'h �.A' J ! 's J• �s .x ;, wr. ••. .,./'", ,"`-••,." `'", ,sy,•,s s""','• ` "'`+. ENTRY TOWER / 8-44 STARBUCKS TRAfi FORM MONGOLIAN BARBEQUE COFFEE 1465 GAS -METER 6731 `:,3' C a H-9 fill -15 B-42 ' f. ` 20' 3T.25` , . �. / P LA9TER! - U 4716 H-7 H-12 �. / WATE "MET '�. -' '` : QA E N C H-11 W Z B-38 BC�I�1TI IN VAULT .,� - � �,, a� AND PLANTERS - ZUMIEZ SMOOTHIEs- �� , t1C _ O 2400 '� ,-'� uj - T / 0 0 0 g-3s ' 4 IX ENTRANCE _ � � � UST SPORTS � � �` �-7 � CO ,:-h ���� � r�' � i ° ® o a � a a a B H-4' 1130 cy 53.__ w 9 K + 23F75' m ear Rialto m ..,camPLANER TARGET 1150 Jewelers'SIGNAGE/' R6 (49 - H-3 4 873 — _ I G NAG E �w rN +w . ■: �wulwwwo a m a . we - H-2 RS 1074 � �� ' - ._. _- .__ B-34 FIELDS C-8 ' C-10 C-12 �'8' � H-1 a _ -32 D 2a` �� SAY �+ �'�� ''r�. � B 30 0 15' ,�Er�IIELERS , � 5` 4 WIDE ENCLOSES STOREFRONT GLAZING 16' 23' Gr lilitis SUPER K75 CORRIDOR K64 K73 NATURAL ENTRANCE ___....,. NUTRITIO ',BEAUTY NAILS T, 3�,`0' 1�, r VACANT ORIENTAL MASSAGE �- 16'21.42` 15.5'� SILVER 1�` ENTRANCE 7 E-18 E-20 -22 ��20'' RAIN a. cc in in CLAI RES EXIT +- 7'-6"W REQ W IEXIT N 3'-1 "WIDE 5 - 462 OCC p w an �"�` EXIT 2'-9" W TARGET .. ^� C� EXIT EXIT 2'-4" REQ W + 6 4" WIDE 2'-8" 87 OCC 00S.F. w WIDE W W ' ' d _ 4 -- CLR PLANTER --EXIT 10 p EXIST r 0, O9S 6'-2" REQ � PLANTER EXIT �` (� '�7 LR EXIT - 7'-6"w f 7'-10" CLR 5'-9" REQ W 11'-9" REQ -��-��� 462 OCC 17'-7"REQ EXIT,,, PLANTER EXIT - 2'-9" W CENTURY 220 occ WIDE EXIT - 2'-9" W EXIST - !} CLPi 220 OCC GAS METER BLOCK -OUT PLANTER EXIT 2'-�" W 1E6lT ' 220 OCC 12'-4" MIN 04.00' 61,� 146 S.F. WIDE EXIT G���JJ��� / I 1' 2" 'LANITEi .. j' j i _ 2 "R �aEi CC d EXI44 'WILE4 k ROLLING `.. GATE METAL SCREEN ---- WALL 11 ell - .., JI y RECEIVED JAN 17 2012 ENLARGED SITE PLAN CITY OF FEDERAL WAY C®S 06-17-11 11-04-11 REV SCALE I " = 40'-0" KO H L S AS INSTRUMENTS OF INTELLECTUAL SERVICE, THESE DESIGNS ARE THE 06-30-11 REV 11-30-11 REV AVA LO N A113CHITECTURAL v THE COMMONS PROPERTY OF AVALON ARCHITECTURAL, INC. AND ARE NOT TO BE USED 07-26-11 REV 01-16-12 REV WITHOUTWRITTEN PERMISSION. AVALON ARCHITECTURAL, INC. SHALL BE 09-12-11 REV 01-27-12 REV FEDERAL WAY,WASHINGTON THE ARCHITECT OF RECORD FOR PROJECTS UTILIZING ALL OR PART OF 10-03-11 REV 0 40' 80' f 60' THIS DESIGN. 10-27-11 REV A H T U 11-03-11 REV LAJ CL r.J + J J` •1!1f- �!`4117�1rI'a6 '1 rF ,.'r'`hk_ -.. _j "' -„-. y1" `{ _ `-.. r= '+.r° r +''• ` .• f J � x /" s, yr! r "`^• 41 ENTRY TOWERm- - 44 STARBUCKS COFFEE ®"' MONGOLIAN BARBEQUE 1455 p �6731 � � .. ,. � `� , ,, � � -� • r ram-' � W -42 m! ko B-38 BOBA -j ZUMIEZ SMOOT lE 82400 0i r 0 C-7 -22 H-4 UST SPORTS 693 �r, ' ! ENTRANCE 1130 ;�s 0 -8 LEGEND Rial 0 E— Im ,� ! 49 1150 ? Jewelers � � < ' 393.67t H-3 H-2 873 MRS 1074 _ -32 B-34 FIELDS C-8 oMom � 2 H-1a B-30 10 �-� � EXISTING PEDESTRIAN JEWELERS ICY WALK K48 Grafifitis SUPER K75 WAY K54 K73 NATURAL _ � ' VACANT NUTRIT10 BEAUTY NAILS __ ORIENTAL MASSAGE -- E- E-20 -22 SILVER � RAIN .. ■ ■ ..� .. , , PROPOSED PEDESTRIAN 0 > � CLAIf�ES WALKWAY w ,- ' N o W W < '---� ('1 co 123,800 S.F. Y w c1J KOHL'S 0 59# 09 c THEATRES CENTURY 204.00 6 $146 S.F. I ?cox.. Y '1Q ^m^ N ic .Yfir= r rJ `"- �._- �' ,..`' ,ram' .,.' `_ '`� ..�--`' -. �/ � -' • ttECcNEG ENLARGED PEDESTRIAN SITE PLAN I mjAN oF`EOF =�LWAY KOHL'S 06-17-11 11-04-11 REV S CA L E I" = 40'-0" AS INSTRUMENTS OF INTELLECTUAL SERVICE, THESE DESIGNS ARE THE 06-30-11 REV 11-30-11 REV AVAL0 ARCHITECTURAL THE COMMONS PROPERTY OF AVALON ARCHITECTURAL, INC. AND ARE NOT TO BE USED 07-26-11 REV 01-16-12 REV WITHOUTWRITTEN PERMISSION. AVALON ARCHITECTURAL, INC. SHALL BE 09-12-11 REV 01-27-12 REV 0 1 G FEDERALWAY,WASHINGTON THE ARCHITECT OF RECORD FOR PROJECTS UTILIZING ALL OR PART OF 10-03-11 REV 0 40' 80' 160' THIS DESIGN. 10-27-11 REV A R C H I T E C T U R 11-03-11 REV EIFS OVER METAL STUDS - GLIDDEN PRO #A1756 `PEPPER SPICE' EIFS ACCENT BAND -'NA 10-0064 CANVAS' TREE WITH, UPLIGHTING & I BENCH LOW V,EL SHRUBS \ �l DECORATIVE LIGHT POLE PLANTERWITH STAINLES STEEL CABLES FORVINES S C A L E : 1/8" = 1'-0" 0 10, 20' 40' EIFS - `SANDLEWOOD BEIGE' LANDSCAPING EIFS - STO MEDIUM SAND FINISH `NA 10-0068 SUPER WHITE' NORTH ELEVATION ENHANCED PAVING SITE PLAN • NORTH SIDE KOHL'S THE COMMONS FEDERAL WAY, WASH I NGTO N 0 EIFS OVER METAL STUDS - GLIDDEN PRO #A 1743 `OTTER BROOK' LANDSCAPING AS INSTRUMENTS OF INTELLECTUAL SERVICE, THESE DESIGNS ARE THE PROPERTY OF AVALON ARCHITECTURAL, INC. AND ARE NOT TO BE USED WITHOUTWRITTEN PERMISSION. AVALON ARCHITECTURAL, INC. SHALL BE THE ARCHITECT OF RECORD FOR PROJECTS UTILIZING ALL OR PART OF THIS DESIGN. 0 06-17-11 11-04-11 REV 06-30-11 REV 11-30-11 REV' 07-26-11 REV 01-16-12 REV 09-12-11 REV 01-27-12 REV 10-03-11 REV 10-27-11 REV 11-03-11 REV STORE FRONT - KYNAR ` BONE WHITE' BIKE RACK ►LATER WITH STAINLESS -EEL CABLES FORVINES PROPOSED PEDESTRIAN WALKWAY WATER METERVAULT CM OF FEDERAL WAY CDS A ALON ARCHITECTURAL 26'-60)9) 0 S I R C H I T E C T U R PAINTED CORRUGATED SECURITY CAMERA WALL LIGHT - - - J EAST ELEVATION SECURITY CAMER _- �. fi WALL LIGHT SCALE ; 1/8"= 1'-0" 0 10' 20' !gee covlAiii"-v> t'ot 000 old ■ 40' SOUTH GATE ELEVATION STAINLESS STEEL CABLES FORVINES PAINTED CORRUGATED METAL SCREEN WALL mot., rF s WEST ELEVATION L----��- r RECEiv�r� i JAN 17 2012 KOHL'S THE COMMONS FEDERAL WAYWASHINGTON AS INSTRUMENTS OF INTELLECTUAL SERVICE, THESE DESIGNS ARE THE PROPERTY OF AVALON ARCHITECTURAL, INC. AND ARE NOT TO BE USED WITHOUTWRITTEN PERMISSION. AVALON ARCHITECTURAL, INC. SHALL BE THE ARCHITECT OF RECORD FOR PROJECTS UTILIZING ALL OR PART OF THIS DESIGN. 06-17-11 11-04-11 REV 06-30-11 REV 11-30-11 REV 07-26-11 REV 01-16-12 REV 09-12-11 REV 01-27-12 REV 10-03-11 REV 10-27-11 REV 11-03-11 REV ADS 8" SPLIT FACE BLOCK - ORCO `CHOCOLATE' 8" SPLIT FACE BLOCK - ORCO `WHEAT' EIFS OVER METAL STUDS 8" SPLIT FACE BLOCKACCENT BAND - ORCO `TBD' -TO MATCH GLIDDEN PRO #A 1756 `PEPPER SPICE' -TO MATCH GLIDDEN PRO #A 1804 `BROWN BAG' - GLIDDEN PRO #A 1743 `OTTER BROOK' -TO MATCH `NA 10-0064 CANVAS' EIFS CANOPY STAINLESS STEEL CABLES FORVINES 4" SPLIT FACE BLOCKACCENT BAND - ORCO `WHEAT' PREFINISHED SHEET GLIDDEN PRO #A1743 `OTTER BROOK' -TO MATCH GLIDDEN PRO #AI804`BROWN BAG' METAL-`SIERRATAN' WALL LIGHT 27' 6" s iw. --- _. _-._..�.r�.._.—...-"----.--`-...-..__.._,._... �.._--•-.-'---mom.__.__.,_._. ,; .;. vxs...,.me,--._w_ ®+»r=+'x<.awe--ea.-e»msec-:—xn-.-ec:,.�... m.;r+ov—ems_-e-.s_-ssss-a�_—mx-e__z-._wrawxmi:.-m,-sae..aw-+:-smrm-+--_.-.r...-� v �.,-. :-,......:,,..n+ .,:�rxa:.->4 '-�+tra�,+='.'i"�?.mnmx:z�... .,_ Fr+asyner_ ....- - _ -.. _.v+-._ x...-. .ae�-v+�,sxcmnm ��}_-m*+�s-.csmn+.�.e_-s,�-nv9e-m�la++a:r.,eee>zac-rs_--zes=x-.�-�s...-rv-.e-m.-x..-.-.v-are:m-.--.-.� _as�..».an.:,m�x:. __. >_. .... _ _. rsc:.roe_�•-: r. Ids_ y%...—.,,.,- S .i a t x s , d 5 A rr.., SOUTH ELEVATION SCALE 1/8"= 1'4' 0 10, 20' 40' (4) 109W ROLLING GATES ON INDEPENDENT TRACKS - SEE ELEVATION ON FOLLOWING SHEET kF-CEIVED, SITE PLAN - SOUTH SIDE -JAN 17 2012 CITY OF FEDERAL WAY KOHL'S THE COMMONS FEDERAL WAYNASHINGTON 06-17-11 11-04-11 REV AS INSTRUMENTS OF INTELLECTUAL SERVICE, THESE DESIGNS ARE THE 06-30-11 REV 11-30-11 REV AVA ON ARCHITECTURAL PROPERTY OF AVALON ARCHITECTURAL, INC. AND ARE NOT TO BE USED 07-26-11 REV 01-16-12 REV WITHOUTWRITTEN PERMISSION. AVALON ARCHITECTURAL, INC. SHALL BE 09-12-11 REV 01-27-12 REV E I ,a THE ARCHITECT OF RECORD FOR PROJECTS UTILIZING ALL OR PART OF 10-03-11 REV P L A N G'. - THIS DESIGN. 10-27-11 REV A R C H I T E E 11-03-11 REV 11 n SCALE:I/8"=1'-0" 20' m WALL COLORTO MATCH TARGET BASE COLOR EAST ELEVATION - ON NORTH SIDE OF KOHL'S WALL COLORTO MATCH STANDARD MALL BASE COLOR 8" SPLIT FACE BLOCK - ORCO WHEAT' - TO MATC H G LIDDEN PRO #A 1804 `BROWN BAG' KOHL'S THE COMMONS FEDERAL WAY,WASHINGTON 06-17-11 AS INSTRUMENTS OF INTELLECTUAL SERVICE, THESE DESIGNS ARE THE 06-30-11 REV PROPERTY OF AVALON ARCHITECTURAL, INC. AND ARE NOT TO BE USED 07-26-11 REV WITHOUTWRITTEN PERMISSION. AVALON ARCHITECTURAL, INC. SHALL BE 09-12-11 REV THE ARCHITECT OF RECORD FOR PROJECTS UTILIZING ALL OR PART OF 10-12-11 REV THIS DESIGN. 10-27-11 REV 11-03-11 REV 11-04-11 REV 11-30-11 REV 01-16-12 REV 01-27-12 REV -JAN 17 2012 CITY OF FEDERAL WAY CDS R C k I T . 3m S CA L E : 1/8" = 1'-0" 0 10, 20' CORNICE -TO MATCH EXISTING MALL PRECAST PANELTO MATCH I EXISTING MALL EIFS - SHERWIN WILLIAMS TOASTY SW 6905 STOREFRONT -DARK BRONZE ANODIZED I - _T- NORTH ELEVATION -LANE BRYANT & CATHERINE'S PROPOSED PEDESTRIAN WALKWAY GAS METERS LANDSCAPING TRANSFORMER 40' SITE PLAN KOHL'S THE COMMONS FEDERAL WAYNASHINGTON AS INSTRUMENTS OF INTELLECTUAL SERVICE, THESE DESIGNS ARE THE PROPERTY OF AVALON ARCHITECTURAL, INC. AND ARE NOT TO BE USED VVITHOUTVVRITTEN PERMISSION. AVALON ARCHITECTURAL, INC. SHALL BE THE ARCHITECT OF RECORD FOR PROJECTS UTILIZING ALL OR PART OF THIS DESIGN. n, v AN 17 2012 WY OF FEDERAL WAY CDs 06-17-11 11-04-11 REV 06-30-11 REV 11-30-11 REV AVM ARCHITECTURAL 07-26-11 REV 01-16-12 REV 09-12-11 REV 01-27-12 REV 10-03-11 REV IN G in 10-27-11 REV 11-03-11 REV ull E S i lia ARCH �TEC TURF REVISIONS ED f--% E: A EZ %Aff RA as t-% r-1 -17 1 t-% K I Sri -7-1 1 r- K I I A ff 4 / A f-% C77 C% 117 t-% -r 0 f-% K 0 -4 IT", 71-1 A I M n-1 KR A O Q) m 0 0 0 0)0 C 00 E o "191 1 SCALE: 1 " = 20' CONTOUR INTERVAL = 1' HOR. DATUM: CITY OF FEDERAL WAY VERT. DATUM: KCAS=NGVD-29 20' 10, 0 %20' 40' LIMIT OF PROPOSED L,4NE)SCAFING (TYf=) NOTE: CONSTRUCTION IS WITHIN THE VICINITY OF A HIGH VOLTAGE POWER TRANSMISSION LINE. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH PUGET SOUND ENERGY. NOTE: PERMANENT IRRIGATION SHALL BE PROVIDED TO ALL NEW LANDSCAPE AREAS INCLUDING BUILDING FOUNDATION PLANTINGS AND VINES. FA.L 48 H" IR BEFids mE YOU 'Ulu, 1 _ 8 f", n A UU _ 4 — A 24-55510 PERMIT NO. RESUi3MIT I MD BAN :, J .7 2012 ,cm0F r- CDRAL WAY CITY OF FEDERAL WAY APPROVAL DATE SIGNATURE N FIRST SUBMITTAL 2011 06/23 R�PER CITY COMMENTS 2012/01/13 ��UG STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERMFICATE No. 743 0 0 co 0 0 70)(0 0 C-4 0) 0 N 0) Lo Scli 0 p c r CU3 LIJ w LIJ w , c c in ul -1 z aj 93 0 z LU cl) 0. 0 (D 0 00 E T— 0) m (L) z U) cm < COP 72.4 • co .5 E 0 U)•0 0 CP > 0 • co L L s 0 LLI. 2 :3 z V) V z rL LU CL z j fn t LIJ LL- LL. 0 JOB NO.: 1064-014-0 DWG. NAME: Ll-01 DESIGNED BY: LDK ,DRAWN BY: LDK H DATE: 2012-01-13 DATE; OF PIRI'JT: L1.0 1 OF 3 SHEETS � fir, ,,, NUAI ION r EXISTING 5UILDING (TYP) 16 sq. ft. OF EXISTING CENTURY THEATER LANDSCAPING TO BE r' j\] J U T� Y REMOVED. `� 13 sq. ft. OF EXISTING HSACBBr-I rrR CENTURY PNTO E REMOVED. EXISTING CENTURY THEATER LANDSCAPING. SHADED AREA �` INCLUDED PORTION OF THE NW 1/4 OF SECTION 16, T P. 1 N., RGF. 4 E., W.M. .9 C3 --- EXISTING 51JILDING (TYP) TARr —TYPE I PERIMETER LANDSCAPE MODIFICATION AREA. FENCING AND ROLLING GATE MODIFICATION. REFER TO ARCHITECTURAL PLANS FOR GATE DETAIL. EXISTING CENTUtl ' THEATER LANDS( 316 sq. ft. OF EX CENTURY THEATE LANDSCAPING Tc REMOVED. r r�Jo� r rI-i SCALE: 1 " = 20' CONTOUR INTERVAL = 1' HOR. DATUM: CITY OF FEDERAL WAY VERT. DATUM: KCAS=NGVD-29 20' 10, 0 20, 40' — RELOCATED VINE SUPPORTS. ALL PLANTERS AGAINST BUILDING TO HAVE VINE SUPPORTS (TYP.)- SEE SHEET L12 FOR SUPPORT DETAIL AND VINE SPECIES i NOTE: CONSTRUCTION IS WITHIN THE VICINITY OF A HIGH VOLTAGE POWER TRANSMISSION LINE. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH PUGET SOUND ENERGY. NOTE: PERMANENT IRRIGATION SHALL BE PROVIDED TO ALL NEW LANDSCAPE AREAS INCLUDING BUILDING FOUNDATION PLANTINGS AND VINES. IEWal WON, <wr FIRST SUBMITTAL . .• :y■PER CITY � COMMENTS ■ STATE ■ • WASHINGTON -_E. LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CER7CATE No. 743 rn 0 100 c) —00 (0 0) N �' p Zgq + S � • • uj MZ .. ■•� .. w co � e e •• • • fl K CO • co 41 • e i • s • C > 9• �• (, • i �n Ld V1� �. • i i n t {� P p. t ` Z I I r 4 I bw.w+w I .t i 1 4 i t • i •��, ••1 s BY: DK •- - • CHECKED BY: D•2012-01-13 t DATE OF 2 OF 3 SHEETS REVISIONS PLANT LEGEND ALL PROPOSED PLANT SPECIES ARE DROUGHT TOLERANT PER FWCC M.125.0-10(i) SYMBOL BOTANICAL / COMMON NAME SIZE QUANTITY COMMENTS r, STYRAX JAPONICA / JAPANESE SNOWBELL 1-1/2" CAL. 10 FULL, MATCHED, B4B _ = THUJA OCCIDENTALIS 'EMERALD GREEN' / ro' HT. 9 FULL, DENSE, BBB / EMERALD GREEN ARBORVITAE = QUERCUS RUBRA / RED OAK 1-3/4" CAL. 34 FULL, BALANCED BRANCHING, 545 CHIONANTHUS RETUSUS / CHINESE FRINGE TREE 1-1/2" CAL. 3 FULL, MATCHED, 545 PILAUS MUGO 'MUGO' / DWARF MUGO PINE 2 GALLON 40 FULL, 24" MIN„ 46" O.C. ® =0= PICEA ABIES 'NIDIFORMIS' / BIRD'S NEST SPRUCE 2 GALLON lit FULL, 24" MIN., 36" O.C. =D= BERBERIS THUNBERGII 'CRIMSON PYGMY'/ 2 GALLON 93 FULL, 24" MIN., 36" O.C. JAPANESE BARBERRY ILEX CRENATA 'CONVEXA' / JAPANESE HOLLY 2 GALLON li FULL, 24" MIN. MATCHED HEIGHT, 36" O.C. i 0 °®= LAVENDULA ANGUSTIFOLIA 'MUNSTEAD' / 2 GALLON 94 FULL, 24" MIN., 46" O.C. MUNSTEAD ENGLISH LAVENDAR RHODODENDRON 'PJM' 5 GALLON 23 FULL, 24" MIN., 45" O.C. AZALEA 'HIND CRIMSON' 2 GALLON 29 FULL, 24' MIN., 36" O.C. o O O =D ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK 1 GALLON AS REQ. SPACING -9 24" O.C. TRIANGULAR- THROUGHOUT VINES: SOUTH AND WEST FACING- 1 GALLON AS REQ. FULL, VIGOROUS AKEBIA QUINATA / FIVELEAF AKEBIA PLANTED 12" O.C. ON ALL VINE SUPPORTS EAST FACING - CLEMATIS ARMANDII / EV. CLEMATIS UNDERPLANT WITH ARCTOSTAPHYLOS UVA-URSI AS SPECIFIED ABOVE IN ALL PLANTERS. ,%,I / I „ —CANVAS WEB OR RUBBER TREE TIE Lu - 1-1/2" x 6'-0" REBAR TREE STAKE (2 TYP) MIN, 4" PEW. PIPE, FILLED 3: FINISH GRADE WITH DRAIN ROCK WOOD CHIP MULCH `11 SIDEWALK ROOT BARRIER (TYP., BOTH SIDES) BACKFILL WITH CLEAN," \ \ NATIVE SOIL 1'-6" MIN. REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL ADD 3" WATERING RING MIN. 2X ROOT BALL FIRM NATIVE SOIL TREE PLANTING DETAIL (PER CITY OF FEDERAL WAY) NOT t0 SCALE NOTES: PLANTING 1. DIG HOLE 2-3 TIMES THE WIDTH OF THE ROOT BALL AND AS DEEP AS THE ROOT BALL. DO NOT MAKE HOLE DEEPER THAN ROOT BALL. 2. REMOVE CONTAINERS, BIODEGRADABLE POTS, SYNTHETIC OR TREATED BURLAP, WIRE, TWINE, OR ROPES. LEAVE NATURAL BURLAP IN PLACE AND FOLD BACK. LOOSEN THE ROOTS AND SPREAD OR CUT CIRCLING ROOTS. 3. PLACE TOP OF ROOT BALL EVEN WITH OR SLIGHTLY HIGHER THAN SOIL GRADE ON FIRM SOIL. DO NOT ADD SOIL AMENDMENTS OR GRAVEL UNLESS APPROVED BY PUBLIC WORKS DIRECTOR. 4. INSTALL 4"X 24" PERFORATED DRAIN PIPE, FILL WITH DRAIN ROCK. PIPE SHALL NOT EXTEND MORE THAN 1/2" ABOVE FINISH GRADE. 5. BACK FILL WITH CLEAN NATIVE SOIL. FIRM SOIL AROUND THE ROOT BALL, WATER SLOWLY AND THOROUGHLY. 6. MULCH AROUND TREE WITH 2-4" WOOD -CHIP MULCH. DO NOT PLACE MULCH NEXT TO TRUNK. Y ROOT BARRIER: 1. ROOT BARRIER SHALL BE RIGID HIGH IMPACT POLYPROPYLENE TREATED WITH UV INHIBITORS, MINIMUM 15" HEIGHT, WITH 1/2" RAISED VERTICAL RIBS 6" ON CENTER, OR APPROVED EQUAL. m 2. INSTALL ROOT BARRIER IN CONTINUOUS 24' STRIP, CENTERED ON TREE, 3 NEXT TO SIDEWALK AND CURB ACCORDING TO MANUFACTURER'S o DIRECTIONS. EXPOSED EDGE SHALL NOT EXTEND MORE THAN 1/2" ABOVE FINISHED GRADE. a STAKING: o 1. USE 2, 1-1/2" BY a'-0" REBAR TREE STAKES. DO NOT DRIVE STAKE THROUGH ROOT BALL. 0 2. ATTACH TREE TO STAKE WITH CANVAS WEB BELTING OR RUBBER, USING a- A FIGURE-S FORMATION. o � E N TAGS: D N 1. REMOVE TAGS AFTER INSPECTION. �o C N 00 �o o• °—PRUNE DISEASED AND a• BROKEN BRANCHES 0 t REMOVE TOP 1/3 OF BURLAP 2" SETTLED DEPTH FINE PLANT V HIGHER THAI, GRADE BARK MULCH IN NURSERY FERTILIZER TABLETS FINISH GRAD (4-21 GRAM-20-10-5) \ \\\�\\A", 11D NATIVE SOIL WITH ��`�� 6" DEPTH 3-WAY MIX TOPSOIL COMPACT AND WATER THOROUGHLY \� FIRS', NATIVE SOIL MOUND i\\i\\i\\i \\i�\/j�!\\j�\r/�\j�\/�\//�\\/� 1— 2x ROOTLALL WIDTH —1 SHRUB PLANTING DETAIL_ NOT TO SCALE EQUAL SPACING 4� Y� 1/2 DIA. OF PLANT C` OR AS SHOWN ON DRAWING EDGE OF PAVING OR PLANTING BED SHRUB AND GROUNDCOVER SPACING DETAIL NOT TO SCALE L PARKING LOT LANDSCAPE AREA CALCULATIONS F-WCC SECTION 19.125.070(2)(a)(B): PER TWENTY TWO SQUARE FEET OF INTERIOR LOT LANDSCAPING PER PARKING SPACE MUST BE PROVIDED IN ACCORDANCE WITH FWCC SECTION IS.125.0i0, "PARKING LOT LANDSCAPING". TOTAL NUMBER OF PARKING STALLS WITHIN LIMITS OF PROPOSED LANDSCAPING = 290 TOTAL SQUARE FOOTAGE OF INTERIOR PARKING LOT LANDSCAPING NEEDED = 6,3aO SF (290 STALLS X 22 SF / PARKING STALL) TOTAL SQUARE FOOTAGE OF INTERIOR PARKING LOT LANDSCAPING SHOWN= 6,3SO SF TOTAL SQUARE FOOTAGE PER PARKING STALL SHOWN= 22 SF LANDSCAPE NOTES 1. DO NOT DIG BEFORE LOCATING UTILITIES. 2. SUBGRADES, INCLUDING BERMS, TO WITHIN MOTH FOOT PROVIDED BY GENERAL CONTRA TOR UNLESS OTHERWISE NOTED. 3. SUPPLEMENTAL TOPSOIL SHALL BE A TYPICAL 3-WAY MIX WITH ORGANICS. 4. APPLY 4" DEPTH FINE GRADE BARK MULCH IN ALL PLANTING AREAS. MULCH TO BE FREE OF WEED SEED, SAWDUST, RESIN OR TANNIN AND SHALL NOT CONTAIN ANY COMPOUNDS DETRIMENT L TO PLANT GROWTH. 5. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY PROPOSED SUBSTITUTIONS OR UNFO SEEN FIELD CONDITIONS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 6. LANDSCAPE ARCHITECT MAY ADJUST PLANT QUANTITIES OR VARIETIES BASED ON AVAILABILITY OR FIELD CONDITIONS. i. ALL PLANT MATERIAL SHALL BE DISEASE FREE AND ARRIVE IN A VIGOROUS GROWING CONDITION. a. ALL PLANT MATERIAL SHALL CONFORM TO USA STANDARD FOR NURSERY STOCK, LATE T EDITION. 11. ALL MASS PLANTINGS SHALL HAVE TRIANGULAR SPACING. 12. GROUNDCOVER SHALL BE PLANTED THROUGHOUT ALL PLANTING BEDS AT SPECIFIED S ACING. 13. SPECIFIED PLANT SPACING, IF PROVIDED, SUPERCEDES SYMBOLS SHOWN ON PLANS. 14. ALL TREE PITS SHALL BE INSPECTED TO INSURE PROPER DRAINAGE, 15, POSITIVE DRAINAGE SHALL BE MAINTAINED. MOUND PLANTING AREAS MINIMUM 12". la. DECIDUOUS TREES WITHIN INTERIOR VEHICLE USE AREAS SHALL BE MAINTAINED WITH THE LOWEST BRANCHES AT A MINIMUM OF a' DISTANCE FROM THE GROUND. 9. CONTRACTOR AGREES TO WARRANTY AND MAINTAIN ALL PLANT MATERIAL FOR ONE FULL GROWING SEASON PAST INSTALLATION AND SHALL REPLACE DEAD PLANT MATERIAL WITHIN THAT WARRANTY / MAINTENANCE PERIOD WITH NO OBLIGATION TO THE OWNER 10. TREES SHALL BE DOUBLE STAKED AS SHOWN ON 74E DETAILS. STAKES TO BE REMOVE AFTER ONE FULL GROWING SEASON. TREES THAT HAVE DIED WITHIN THE ONE YEAR WARRANTY / MAINTENANCE PERIOD SHALL BE REPLACED AND RE -STAKED PER THE DETAIL. 11, LANDSCAPE CONTRACTOR SHALL MAINTAIN SITE UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 1 3/8" X a" LAG BOLT WITH WASHER NOTE: EACH SIDE OF WIRE, ALL FOUR CORNERS. CONSTRUCTION IS WITHIN THE VICINITY OF A HIGH WRAP WIRE AROUND LAG AND VOLTAGE POW R TRANSMISSION LINE. CONTRACTOR SECURE TO WALL. LAG SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES ATTACHMENTS TO WALL TO OCCUR WITH PUGET SOUND ENERGY. EVERY 4 FEET ALONG ENTIRE LENGTH. NOTE: *x9 STAINLESS STEEL WIRE- BOTH PERMANENT IRRIGATION SHALL BE PROVIDED TO WAYS. SECURE GRID WITH O11 CROSS ALL NEW LANDSCAPE AREAS INCLUDING BUILDING TIES At EACH JUNCTION- TYPICAL. FOUNDATION PLANTINGS AND VINES. TOP, BOTTOM AND SIDES TO BE FOLDED OVER, CRIMPED AND CLIPPED OFF AT CROSS TIE - TYPICAL Y 1-DO-424-5555 PERMIT NO. CITY OF FEDERAL WAY APPROVAL DATE SIGNATURE