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03-104293 (2)314 Wo CAMPUS CREST o w o � 00I � � i ; � 1 — zo 0 A PORTION OF SEC. 19, TWP■ 21 N., RGE. 4 E■, W■M. SEE SHEET C9 FO TRACT'I'— — ' — \ _ 28 — — PrAN-AND- P FILE �06 g ® I 45 0 o�c� � � / \ / 79\ \ moo \- � � � � _ _ EX. SDMHPE II-84" 83 SS �Y\ \ _ TOP 286.42 � __ ■ 316 I I \ � —_ � \ \ � '— - 274.8-8-�IN-S)� 7T-— �0� \ \ \ / / \ \ \ \ �288 36" PVC I -E\ _ o I 1 \� \ \ \ �� \ \ 286-- E 274.83 - \ 284 36" C l`b I I 85 W/TRASH RA K \ \ \ \ \ IE 275.00 \ 318 320 I I \ \ , \ 00 4,0 322\\ I - � , \ \NOS 86- 324 8+p Z �06 326 87 \ IT,� A- ` \ \ � \ / \ \ \ \ I 'i � ■ I Co*— ■ ■ ■ \ \ \ \\ o \ I I I � BREAKLINE SEE SHEET C4 FOR CONTINUATION dN 250.00' VC ■ PM STA = 5+50 VI ELEV = 301.5 A. D. = 7.54 w m 9 _ 00 N w LJ -300 j i 280 DATUM ELEVATION= 275.0 o� �n 00Co �.- I� `— Cn o00 Cn cm P7 00 00n � 0000 CV oL2 �Lo rnn N '�. o 00Co CC) �� 00 �d r7 O �� a0 n co �r 00 0000 M 00 00 (n 00 CD M CD r- - < CO N �: C3� CV tf� O �O 00 N �O i� Ln Ln O O �O O �O � r7 O �O P'") CV O MO N � O rn O '� O Cn O (n rl, 00 = 00 O (n �� r- O NO) c0 NCn Co CT ,v(n O CO � N� CO LI') 00 �� Cfl Lf') 00 NOS �- d' 6) NOS 4 0.� P NC I'7 N M n - N CV N N N N N 04 .. CV N N C 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 W W ■ mc ca W ca ■ Co t Co H W Z J V H a n 7 J GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. -q� VERTICAL DATUM NGVD-29 PER CITY OF FEDERAL WAY 80 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 EXPIRES Im / 27 / 06 11 `L oRl CAMPUS CREST CTR C L 278.03 2gp \ I 51 / " I LIqE , 52 ► i A PORTION OF SEC. 19, TWP■ 21 N., RGE■ 4 E■, W.M■ O _f ----- P a z \ z O c� ■ ILL N V W Lu ca ■ O ca H W z J V a~C 400 /0+00 — // mm -mm- BREAKLINE - SEE SHEET C5 FOR CONTINUATION I -A � i 1 � i t 100.00' V PM STA = 1 75 j _- — — — -�PVI-ELEV =-S 0.87 N o0 — — — — — — — — ---- — --- A.D. = 7. 8 '2 cD --- — LOW POINT ELEV = 2 2.69 _ — — N � LOW POINT STA = 9+ 4.83 — — �'! m PVI STA = 9+50 ' — N _ 29 A.D. = 5.28 m m K = 28.42 , — LO Lq ' N O 00 + 00 r) m — N > > W w livu ■ m m i i 290 DATUM ELEVATIO4 275.0 non N C r CS) Q0 N CO O r` COO 03 r` CD r7 01 r7 N C.0 N 00 N r7 I� CD N OO 0) O r7 c�O � ^v � � O rN N CS) � �. 000 O r7 � � � LO 00 r7 � r` r7 N ry r7 N = MCA C"i N 6)m N N ( Om r"GCS) CD �CS) � CD tI CD Om _0 Om r� Om � Om 00 OCT) rn O7 Om ` CS) CD M O O m O m Cn _ M �M �O N c0 O �O CSC �O r'O rrj CD 00M W N CV N N CV N N N N N cV CV N CV 04 N 04 CN N C14 r7 rr7 r7 r7 r7 r7 N r7 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. \� X G� VERTICAL DATUM NGVD-29 PER CITY OF FEDERAL WAY CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 err M w� 34452 ti Off, RE�ISTER�9 IONAL�� EXPIRES IPA / 27 / 06 8+80 9+20 9-+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 I I I 1 �L 40 O Z O O ■■ Z O Z O O O V f � r LOL. Q N 1- V N W uj Z W J = _ CO) V W av BREAKLINE - SEE SHEET C2 FOR CONTINUATION E 0 CAMPUS CREST \ , 0 3(cz::,6 PC = \ \ \ A PORTION OF SEC. 19 TWP, 21 N. RGE. 4 Eng W■M. 318 0 322 \ \ \ I 00 i CD N / N � � 1 / u �4 I ■ ■ ■O ■ Z_ H � Z 7 7_- Cr. O U. r7 PC 43 \ \ 1 \_-- 38- \ DUM LCLoi \ + LLJ W \ 1��00 0 \\ \ ■ ■ m m 200.00' VC HIGH POINT ELEV = 330.17 - - HIGH OINT STA = 16422.75 i VI STA = 15+5 1. A.D. _ -11.57 i K = 17.28 DATUM LEVATIO = 295.0 o r7 CD Lf) 0� r7 L O Lo — r- N = of � 06 O � o CC0 D N O p � o D d 0�0 N co 0 000 00 I� O N M M N Lq r7 N to f7 (o Ln N C", 00 C O r7 N r7 N r7 N 7 N N � ONO N N p rN� O- M L'`') r' N r7 N O N N o - N 0 LC) 0 N tf� 0 N Ln N 0 0 N N N 0 r7 N 0 r7 r7 r7 r7 r7 r7 r7 r7 r7 r7 r,) r) r-) r") r) M �.'� r7 rM r7 rM 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 W co W ■ � 0 Co r ■ a ■ y W _Z J 1-- a r7 r) CO N r7 17+20 17+60 18+00 18+40 18+80 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. -0 VERTICAL DATUM NGVD-29 PER CITY OF FEDERAL WAY 80 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 EXPIRES 10 / 27 / 06 I 1 I GRAPHIC SCALE 00 � CAMPUS CREST 20 0 ,0 20 294 ' A PORTION OF SEC. 19, TWP■ 21 N■, RGE. 4 E■, W■M■ BREAKLINE - SEE SHEET C3 FOR CONTINUATION / I I �O— ■ ■ ■ ■ 00 ( IN FEET ) 302 �306 3 0 / 49 1 / 1 inch = 20 ft. I— /13+83.3 + o � �p /� T?E1 308 _ 4 ./ I1 H I \ 42 ■ / _ ■ 306 I / I / / / / /' v 312 6 308 4 / / I — - \ 31 316 � \ SEE OEET C7 FOR TR � ■ / / 310 �� 318 / / — — PLAN AND LE � / �'` / 1 ■ I / / / / / / / 320 / 1 - / 316 \ 41 \ I / / \ 3.12 / I I / / 324 316 I , 314 ■ 318 / I / / 326 320/10 3 24 ■ 31 / 324 / 320 EX. 30' SCHOOL DISTRICT I I / / I I 1 / / i CESS EASE A \ 0 P LZ 26 V iso 00 l Ll J / v I / -39 J 33 CO) l / W 100, + i I \ C - NTINUATIONco BREAKLINE SEE SHEET C7 FOR CO r .. uj J C� Q i \ \ s 250.00' VC 101 �, � \ � � � � � � 1 HIGH \ Q Lo POINT ELEV = 330.24 N ■ = a' 04 100.00' VC C11 "' &5 � VI STA = 22+5 VI ELEV = 332.7 __ , — ------ \ LOW POINT ELEV = 3 5.71 \ LOW OINT STA = 19 38.59 0 A.D. _ -12.51 O + o VI STA = 19+5 + 0 1 _ \ N - \ _ cii Lij A.D. 4.09 0i > Cj > 51% — - � \ \ m m K= 24.48 w w—�— / M o \ \ ✓ � U U w �-320 i i DATUM LEVATIO 4= 300.0 BCD ,�00 00 O) `- 00 d' DD ^ 00 O� �� ON 6>p =r- N� ^� O� O �M Nm r(� O"d' BCD cn �t� r�� rrj �^ O� O7 i _ r'�p n M O LO t� � r- c0 DD � O O ..'� c0 cD I� �_ O c0 ;�� N N :� N :� d- O r7 N d- O r7 N :C O n 1 I� 'i N N N N ao N r N cD 04 d N M N N rn r7 �p N o N O Uj O C _ 7, M � M M M M M M M M M M M N rCD ' r 7 M � M � r7 nn An on on 07 7n 1)7-LA 0 ')A-Loo ')A-i-A1 18+80 19+20 19+60 20+00 20+40 Lu+uu LI+LU LItOU LLTVU Tv vv w -- • -- - • • -- -q� VERTICAL DATUM NGVD-29 PER CITY OF FEDERAL WAY CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 So 91 MM `* Go M Q r ■■ Z � O � v d" O N LL !Q- V W W }_ Z Z C.� W Q n Ya• 7 4,M1•X "T I \ \ \ \ \ \ I s GRAPHIC SCALE =365.49 CAMPUS CREST68 20 0 10 20 40 3 W=365.64 �s� \ I , \ \ \ A PORTION OF SEC. 19, TWP. 21 N., RGE. 4 E., W.M. - 364 \ \ \ ( IN FEET ) \ 366 62 \ JYU 344' \ \ 338 I 1 inch = 20 ft. \ \ \ \ \ \ \ \ 350 \ 340 \ 368 \ \ \ \ \ \ \ \ I I \ \ \ \ \ \ \ \ \ 352 \ 342 \ \ I 354 \ 344 \ \ \ \ \ \ \ \ \ \� CB- TY�E 74 \ 1 1IM-3 .5q \ \ \ \ \ \ IE`18' ADSJ NE=367.35 \ \ \ IE 1 DS SW=367.30 \ \ \ \ \ \ \ \ \ I \ \ 34 \ \ \ \ A E� 0\W \ \ \ I \ \ \ I \ \ \ \ \I \ \ \ \ \ I 72 cli 4, 00 \ 6' 27+00� \ \ f- \ D \I 1 — 2 w \ 26+00 \ + — _ — —I\ \ \ _\ +0 \� \ _ \ 4-- �„ \ \ I\ \ \ \ W RIM �z7.47 ®Q � \ \ \ \ \ � \ \C \� \---�- -- \ � 30+0 - \ , \ 5 I IE 8" ADS�W--375.2J `Q \ \ \ \ �\ ■ I I c� 1 � � + \ \ 6b O \ \ \ 18 \ \ \ \ ® \ 344 336 Q 53 SEE SHEET, 00 GOAD E \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ CLAN AND ROFILE\ I — P \ \ 372 cc o � _ 4 \ w\ \ - LLL 43+49.07 4 \ \ I \ \ \ \ \ \ o \ \ \ ■ 1` \ \ \ o \ \ \ \ I \ \ \ 346 , \ \7 \ \ \ \ \ \ \ \ �\ CO) \ 2 \ \ W ■� 380 370 360 350 340 BREAKLINE - SEE SHEET C9 FOR CONTINUATION \ \ \ \ \ — — — o \ \ \ 34 � �52ki � 00 O M a W Z J V H a DA rUM ELEVATION 325.00 r7 d' CO O� NJ O� c0 d' Ln 00 � �-� M \ O N O _ O \ Nod od cv 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 30+40 -q VERTICAL DATUM NGVD-29 PER CITY OF FEDERAL WAY F CALL. 48 HOURS BEFORE YOU DIG 1-800-424-5555 N C0 ro M 30+80 e0 K 4�0 34452 art' h't�GISTER�9 �SSIONAL�� EXPIRES 10 / 27 / 06 25+20 GRAPHIC SCALE 20 0 10 20 40 CAMPUS CREST — �--- — _ A PORTION OF SEC. 19, TWP. 21 N., RGE. 4 E., W.M. ( IN FEET ) 1 inch = 20 ft. BREAKLINE - SEE SHEET C3 FOR CONTINUATION 0 \10 ov \ / / oo 3 ` o Lu W ca lool W ■ W / / / / ! m / 7 — A P P ( r- - � ® \ \ �/ �33 \ / / / / / / / / / / 32 100, X, IL 100, LL. zz //IZ U F- ui co W Co 0 M t� z J V t c r ZZIle 100.0 ' vc CD 00 LOW POINT E EV = 328.79 N N LOW POKEY ST = 33+51.63 + N P-M STA 33+-40— '") -3.219, `° °° A.D. \ 5.21 U w U w K = 19.19 \ 330 ■ 320 i DATUM ELEVATION, 315.0 N �00 �� N� N O� Ln m �M �� ^N cD �� O �� r7 N� f� Epp 00Lo �N O Op 00 00 LnO O fir- �� r7 r r Lq I� C0 N 00 CO Lf") N to LC') N cfl cF- N 7M N 7M M t� N �M � N N �r� N N �M r- .— N r7r3 O N �M O r� �N r� g; �"� h'7 �N � '-n MJ �N r7 '6 � r7N 00 N Oj N N r�N N �N M M ro rM r7 10 r� r� M 0) ti H N n Z M � � O � V + CC qqrM� F V zLU W J Z Z cr) V W H W 330 320 N C6 N r� \ SSM \\ \ " Cf E 2V CON /'d 50.0 ' VC LOW POINT EE_V= 31-1.48— --- ------- -LOW-POIN-F STk = 49+22.17 -- --- _ — _ PVI STA 49+40 A.D. 8.13 K=6.15 Lo r- w w Co m 6 6% -1.16% CD cl� CJ C' N� N� Ncfl 49+20 49+60 50+00 1 -0� VERTICAL DATUM NGVD-29 PER CITY OF FEDERAL WAY so CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 �ppK M. SCE 34452 Cy �.� RC(;l s r RE9 �SSIONAL E��1 EXPIRES 10 / 27 / 06 30+80 31 +20 31+60 32+00 32+40 32+80 33+20 33+60 KZSiIU] 34+40 CAMPUS CREST 20 GRAPHIC SCALE 10 20 40 80 j ZX rn W mco A PORTION OF SEC. 19, TWP. 21 N., RGE. 4 E., W.M. MATCHLINE STA: 36+80 - SEE SHEET C8 FOR CONTINUATION 396 \ \ MATCHLINE STA: 36+80 - SEE SHEET C8 FOR CONTINUATION HIGH POINT ELEV = 402.36 HIGH POINT STA = 38+32.40 PVI STA = 38+50 PVI ELEV = 407.11 A.D. _ -12.84 K = 23.37 -q� VERTICAL DATUM NGVD-29 PER CITY OF FEDERAL WAY ( IN FEET ) 1 inch = 20 ft. ■ ■ N 35+20 35+60 36+00 36+40 36+80 CAMPUS CREST GRAPHIC SCALE 20 0 10 20 40 80 C C A PORTION OF SEC. 19, TWP, 21 N., RGE, 4 E., W.M. BREAKLINE - SEE SHEET C6 FOR CONTINUATION BREAKLINE - SEE SHEET C6 FOR CONTINUATION \I, OW POINT ELEV 368.42 L W POINT STA = 44+09.11 PVI STA = 4 +95 tEV = A.D. = 9.17 \\ K = 5.4 i -- ---_---_—_ 50.00' V 380 \ C) r` 00 \ \ + dM of N L0 \ W co 0° CO \ cii 6i \\\ w w 370 -200% juu DATUM LEVATIO 355.0 J 04 N .- O r'-) 04 00 00 -.: � d- c CO 0 .O LO � .--- d- 00 O d' 'r" <t � N tf) 00 �- N ^ CS �N O O � i c o 0S CnN �% d- �O �O a, q>^ � "`3 co 00 d DO� rj �rl) MONO �O ,� cOp r'i o�� 00r M r7 oN 00r- �� CD4 00 t'7 �� "7 00 �� u7 �� "") r r7 p �c�fl �C �� "J � �c '�'' Mr7 r M r� M M MJ � r I'� K� �'ri N') Pri M � rri r'ri 42+40 42+80 43+20 43+60 44+00 N Cl Z O� co Q N OO ~ L0 Z Lg;o t� LOL. a� CO) W W Z W Luca UJ Q CO) ( IN FEET ) 1 inch = 20 ft. \ — "08 ' W O O \ _ \ Z x \ _ 85 � k O rfi 34452 \ LL ��' �ECISTER�9 \ \ / N �SSIONAL E��l V \ \ \ \ \ EXPIRES Im / 27 / 06 \ �LL1 Lu ca \ W \ \ / N Q °' \ � W J 86 �' �� a \ \ o W • Q 04 o \L m W N V)04 co \ \ \ Z \ 316 7 \ ++ PC= \ y A W Z BREAKLINE - SEE SHEET C4 FOR CONTINUATION �� yt_ c LOW POINT ELEV = 306.91 LOW POINT STA = 46+15.38 - O PM STA = 46+10 LL PM ELEV = 306.61 , V A.D. = 5.07 K = 9.86 �-- W gut 300 od O 50.00' VC 00 + � ,� r7 '� _ C) U W N W 3.087. — n' w w — \ 1. 9% \ DATUM ELEVATION :295.00 O n 00 n "� O 0-4 d- CV O n rn o OO co O - o O CDI �' `� O^ CD�"� C;,M c p N^ J N CCD 45+20 45+60 46+00 46+40 CITY OF FEDERAL WAY VERTICAL DATUM PRECONSTRUCTION/INSPECTION NGVD-29 PER CITY OF FEDERAL WAY TEL. No. (253) 661-4131 PERMIT NO. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 W W co 0 n t� el" a co 40+40 40+80 41+20 41+60 42+00 CAMPUS CREST GRAPHIC SCALE 20 0 10 20 40 80 370 360 350 VI STA = 52+1 VI ELEV = 351.1 iD �\ A.D.=3.91 K = 12.79 50.00' VC \ 0`00 n \ + \ o \ N � Ln w > 6. o09, DATUM �LEVATIOA= 340.00� o �o cx�® -o �o o� �� r �� o� N CN CD C-0 co �� CD �� N �LO �"� O r7 r� rM r0 r r7 r7 r7 r) to 51 +20 51+60 52+00 52+40 It ME O O CO O +a N .. P 00 N r V W W z= J y H W4C CO) A PORTION OF SEC. 19, TWP. 21 N., RGE. 4 E., W.M. Z/ O O do "21 F- +a N t!� O Z rr CM m O �v Z Z 1— W4C CO) c r ( IN FEET ) 1 inch = 20 ft. BREAKLINE - SEE SHEET C6 FOR CONTINUATION ---m---- 1 3 5 .35 I I BREAKLINE - SEE SHEET C7 FOR CONTINUATION � CD ,n \ LLJ \ U) LJ > 5 2. 0% \ — DATUM ELEVATION 320.00 o,o �0 00 rn r- N 0 Lr� 0 �o r7 � r Ln r7 r ) r-) r7 r7 r7 K) Cm °' z CO) 04 0 Q iVno Z Go H U) z O 0 0o V � LL. a� �v CO) W W Z W i MC = CO) V W ay 4G VERTICAL DATUM NGVD-29 PER CITY OF FEDERAL WAY CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 01011111111 CITY OF FEDERAL WAY PRECONSTRUCTION/INSPECTION TEL. No. (253) 661-4131 PERMIT NO. t CITY OF FEDERAL WAY APPROVED BY: DATE: C 0 Y) EXPIRES 10 / 27 / 0 V cm, � t,, U mm V O N W N uj 00 W U) 00 trn N 3 O cV tz v U-) L� Lu .1 LL 0 M a z tl� a W z Oct w-1 V m UJI � a a= 213 Qa V- V V F— U N 0 0 N Designed: ENO Drawn: DMH Checked: SMS Scale: 1" = 20' Date: 7/15/05 Job No.: 05109.2 Sheet No.: CIO 10 of X Sheets 52+80 53+20 53+60 CAMPUS CREST GRAPHIC SCALE 20 0 10 20 40 80 350 340 330 BREAKLINE - SEE SHEET C4 FOR CONTINUATION \ LOW POINT ELEV = 3 7.23 \ \ LOW POINT STA = 48 27.86 \ \ VI STA = 48+1 \ \ A.D. = 14.00 \ \ K = 3.57 \ 50.00' VC C 00 4- ro \�� Cn L j \ LQ p m m 00 U U Lj w 00/0 DATUM ELEVATIOA 320.00 o �� ^C CD oM � � �rn al 00od N �N �N r,� rrir �C r� r7 r7 r7 ,�- r7 r`) r`) r7 r A PORTION OF SEC. 19, TWP. 21 N., RGE, 4 E■, W.M. O a coo N r .. Z O � O Z O � t!7 V L coo PL W W Z W 1 = = CO) V W �— W Q CO) Z O Z H Z O V OC O ILL. N V E- W W CO) Lu W ■ W Z J be Q W m BREAKLINE - SEE SHEET C2 FOR CONTINUATION BREAKLINE - SEE SHEET C3 FOR CONTINUATION I p C � Z 400 Z C 0 r O a " N Co V Z LJ W Lu C� N Q W Co I ( IN FEET ) 1 inch = 20 ft. 0 PVI STA = 2+65 PVI E EV = 285.76 _---, AD. = 3.64 50.0' VC �� `` 0.00' VC � \ ± PVI STA = 1+40 \ V) N PVI ELEV = 291.92 " \ U W - _ + CD -2.00% U V W ' \ N N p M 14- W \ > N Lo 0 \ m N \ j U Lu 4.939, `-- 280 DATUM LEVATIO 4 :275.0 f` r7 CD ^ M Cn Co CT O 6� L% CO Co r7 j:;� N CV pN CT M N N CD N r7 0- N N� 3 0 CV 0 c� CN N� NCO N� 0000 N cc N N 00 000000 N N N N 1+20 1+60 2+00 -0� VERTICAL DATUM NG\0-29 PER CITY OF FEDERAL WAY CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 2+40 2+80 47+20 47+60 48+00 48+40 PHAS) PH, Fates -- i SCALE: 1 " = 80' 0 40 80 160 PHASED GRADING NOTES I . The intent of the phased grading is to maintain a temporary perimeter buffer of existing vegetation to help screen the onsite_ construction from public view. 2. The first phase of clearing and grading should be large enough to permit construction of the storm water Quality facilities (to be used for erosion control during construction), onsite roadways and onsite utilities. The first phase of clearing and grading should also be adeQuate in size to permit completion of the deepest cuts and fills, hopefully achieving an onsite balance in earthwork. This should reduce the trucking of soils from or into the site. 3. The second phase of clearing andgrading should he as the first phase is being completed. The roads and lot grading of the first phase should be at near -complete conditions, minimizing any additional grading. The second phase of clearing and grading has been located around the perimeter of the site, where grading is typically plus or minus a couple of feet. This activity should be completed relatively Quickly. 4. The setback along Campus Drive should be planted, per the ultimate landscape plan. This would establish a nice, vegetative screen of the project from Campus Drive. The perimeter tree restoration can also be accomplished, aiding to the screening of the BPA Trail. t0 2004 TRIAD ASSOCIATES TRTAD ASSOCIATES 11814 115th Ave. NE Kirkland. WA 98034-6923 425.821.8448 425.821.3481fax 800.488.0756 toll free www.triadassoc.com LU W Lit a M I Z Q Q Z ''Xw v+ ).7 z ROY E. LEWIS, JR., PE PROJECT MANAGER CARL H. SORENSEN, PLS PROJECT SURVEYOR ROY E. LEWIS, ., PE PROJECT ENGINEER KENN C. THOMAS ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 412112004 SCALE: HOW.: l "=80 ' VERT.: N/A STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 03-009 5 V a SHEET NO. X 1OF 1 0 APR 2 9 2004 Water Quality Pond - Elevation Sketch Viewing south from SW Campus Drive —Black vinyl cyclone fence Top -tier of two tiered water quahty pond wall with vines spilling overtop of wall. Wall 1.5 to undulate and to be textured for visual interest. PlantIng on lower wall to screen upper, wall. View of lower wall from Campus Drive 15 Water Ouality Pond -Section Sketch Pond Landscape Plan 0 2 SCALE: 1/4" =1'-O" 030091apond-exh I T November 8, 2004 ASSOCIATES �011�811 115thAve NE Kirkland, WA 98034 425.821.8448 Site line from sidewalk or& Public sidewalk Low two tiered rockery with low planting between walls and taller planting DeclduoU5 trees above walls to obstruct view of pond walls Top of pond berm FtF-CENED NOV 1 CITY OF FEDERANG DE _T.PL WAY BUILD icdual ronG Lanciscape flan � 151,`��A�' KieNE rkland WA 98034 425.821.8448 NOV 1 5 ?r;Pj4 CITY OF FEDERAL WAY BUILDING DEPT. \ / / �- / --I T - / / / \ \ igg I � r -mpg mm. _ Tv \ 7E I / / \ �// // c• - - - - - - - - - - I 1 / / 180. 51' - - _-T-----�-. \ - ---------9t1------'� ( -�_ / N 411 G N \ \ Ngmb l--__ _J ----- - ----- - -- /- -- ---- ---- / r / z., \ _� _\ \ �/-SD-- SD -- SD- -----LSD /j ! /r ifi Ool \ I / / / / / /� \ I / CO I O I / // I I / /� \ ~ IV I / / .; I / I / 1 (1 I / ( / / /' / / �I� / 1 // / / / / // // /♦ // / // 1 / / 1 / / I / / / � / 1 / / / I ► \ � 9X I / / / `° /// r/ /;'i�/�, / �-/� -2i I \ I \ - -- - - - / / / / / / / � / /TR T / / / / / I I / ►/ / / ''lam ! \ � j ='> / / / /� r / .\ / r \ ROAD D fir 41 Ile e 14 if \ \ / \ _ k/ \ . 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J r4..................... .....„,a., fl \a. ♦ \ \ �'a,. M �� t� �Y b A a J EX. 10' PUGET POWER EASEME T \ \ K 3 F WE NO 8604020489 \ \ ~ t fr EX. 10' SLOPE, EIRAINAGE IND 1 UTILITY EASEME T f _ \ REC NO 890811028, \ \ � sF a EX ii_ WASHINGTON \ RNA EC AL GAS EASEMENT TMC \ ♦ \ \ € } # of ♦ REC Q 9008070651 ._ ♦ \ � \ ^" .,,,� �,� P•*t•��t " Open Space w \ \ «G EX. SANITARY SE EASE�ENT REC \ \ NO 8 11170788 \ \ 80 81 7,9 TRACT H 85 TRACT 1 Water Quality (, \ � Access � W... r8-6- O%40 � ` iIt S3 e TRACT M TRACT k , S4 Landscape Recreation \� w S6 S7 ' ��.�fs„y SS 88 / S9 , 60 78 ' +_ f , w 77 89 764 TRACT =; 74 I J _ 73 72 ,z Access 71 ' \ a 90 ' 94 TRACT o Recreation A D 8 0. 91 ` EX. 20" EASEMENT FOR\ 97 �4 'p GRADING ND STOCKPILIN{ p REC NO 0020415000374 p / -99 100 / 01 f TO BE REVOUISHED 92 9-3 it,�%2• fa 4a� 40> 48 47 \ � � , ,� 6 \ E . PACIFI�C N�V�xBELL / \ TELE ASEMENT \ -R 9212 1818 44 \ \ \@ ,. .� \\ f 43 \ 4 ry y TRACT E Access. \ 65 33 ' 42 � 41 :NODE DISTRICT 40 4SEMENT REC f \ 50389 TO B / f \ J f. 38 1 P� 37 SITE INFORMA TION GROSS SITE AREA 978,563 SF/22.46 AC 2� > ZONING & COMPREHENSIVE RM 3600 - CONCOMITANT AGREEMENT / Elf' o�F�� ' PLAN CLASSIRCA77ON REVISION ' f �m , ✓ PROPOSED USE SINGLE FAMILY DETACHED NUMBER OF LOTS PROPOSED 114 J = PROPOSED DENSITY 51 UN17S/ACRE SEWAGE DISPOSAL LAKEHAVEN U77LITY DISTRICT WA7FR SUPPLY LAKEHAVEN U77LITY DISTRICT SCHOOL FEDERAL WAY SCHOOL GIST. NO. 210 ?8 30 v �/ EX 30' SCHOOL DIS icr f \ FIRE KING COUNTY FIRE DIST. NO. 39 • / / ACCESS EASEM�ENF / REC eE REu JO(ISHED "I" `� � BUILDING SETBACK LINE.• FRONT. 20' 29 / /�' '� Zz 58 REAR: 5' / l r' SIDE: 5' 27 / ,.;'� ` ,,�'' ,/1' \�M, OPEN SPACE CAL CULA TION �' / �. / .i°'` / / � �� .� � � �'" . � REQUIRED OPEN SPACE 146,784 SF/3.37 AC ?61£ �`� 57 vQ (15X OF GROSS SITE AREA) REQUIRED USABLE OPEN SPACE' 97,856 SF/2.25 AC (10X OF GROSS WE AREA) �9 ' $ z„ 2/,,' f ,�",- ., 56, PROPOSED TOTAL USABLE OPEN SPACE 19,953 SF/.46 AC F � yE� F_, / `✓ / K� RECREA77ON11-ANDSCAPE TRACTS. • A,QD,K,& L 18,583 SF/.43 AC zV 55 OPEN SPACE TRACTS: F, G 1,370 SF/.03 AC 5�cI\\& f �� 1f 25 �- (2X OF TRACTS F AND G AREA COUNTED TOWARDS 0� OPEN SPACE REQUIREMENTS) qR �G /�0 j ��E P °� 6�- p ,� 24 � 8 _ M NOTES i a0 net � 11 r' 3 P s � SCALE: V = 100' 17 16 �,\ TRACT TABLE fN., � f \ w�� ,f ]RACY USE SO FT f, f' 15 A RECREA7)ON 2,000 SF B RECREATION 4,353 SF C ACCESS 3, 728 SF (� ! D RECREA7)ON 4,841 SF NIP- E ACCESS 4,244 SF F OPEN SPACE 35,281 SF 4 N,G OPEN SPACE 33,249 SF / e + ,� H WATER QUALITY 26,576 SF �� I .ACCESS 4, 603 SF . ! / * ✓ ACCESS 4,730 SF M K RECREA77ON 3,660 SF L RECREA770N 3,729 SF + M LANDSCAPE 1,899 SF I. INSTRUMENT477ON FOR THIS SURVEY WAS A ONE MINUTE THEODOLITE AND ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE, MEE77NG OR EXCEEDING STANDARDS SET BY WAC 332-130-090. 2. 774E INFORMA77ON DEPICTED ON THIS MAP REPRESENTS 774E RESULTS OF A SURVEY MADE ON DATE IND/CA7ED AND CAN ONLY BE CONSIDERED AS INDICA77NG THE GENERAL COND177ON EXIS77NG AT THAT TIME, J. EASEMENTS SHOWN PER CHICAGO 777LE REPORT ORDER NO. 1112636 DATED SEPTEMBER 5, 2003 AT 8:00 A.M. 4. SANITARY SEWER AND STORM DRAINAGE FACIL177ES HAVE BEEN ASSUILT THROUGH FIELD MEASUREMENTS OF 774E LOCA77ON OF THE ACCESS STRUCTURES, 774E TOP ELEVA77ON OF 774E STRUCTURES, AND THE INVERT ELEVA77ONS OF ANY PIPES ENTERING OR LEAVING THE STRUCTURES IT IS STANDARD PRAC77CE TO SHOW 774E PIPES CONNEC77NG THESE STRUCTURES AS STRAIGHT LINES, THIS /S ONLY AN ASSUMP77ON AND THE ACTUAL LOCATION OF THE PIPING MUST BE VERIFIED /N THE RELD BY THE CONSTRUCTION CONTRACTOR PRIOR TO ANY CONSTRUC770N. 5 UNDERGROUND U77LI77ES WERE LOCATED BASED ON 774E SURFACE EVIDENCE OF U77LI77ES (PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS, LIDS, ETC.) AND AS -BUILT INFORMA77ON PROVIDED BY 7HE U77LITY PURVEYORS 774E CONTRACTOR SHALL VERIFY THE EXACT LOCA77ON, ELEVA77ON AND SIZE OF EXIS77NG U77LI77ES PRIOR TO CONSTRUC7ION. 6. CONTOURS ARE BASED ON A DRAWING BY LEROY SURVEYORS AND ENGINEERS SUPPLEMENTED, IN SOME AREAS, WITH LIMITED TOPOGRAPHIC SURVEYING BY 7R/AD ASSOCIATES. THE LEROY DRAWING JOB NUMBER IS 0006470 AND THE DRAWING IS DATED 511812002. ROADWAY TOPOGRAPHY, U71LI77ES, SOIL LOG MAPPING, TREE SAMPLE PLOTS, SEC77ON SUBDIVISION CONTROL AND 7HE CALCULATED BOUNDARY HAVE BEEN PROVIDED BY TRIAD ASSOCIATE'S U77LITY PAINT MARKS WERE PROVIDED BY AC77ON LOCATING. Z TRACT H TO BE DEDICATED TO 774E CITY OF FEDERAL WAY 6 ALL LANDSCAPE, OPEN SPACE, AND RECREA77ON TRACTS TO BE OWNED BY CAMPUS CREST HOMEOWNERS ASSOC/A770N. VICINITYMAP NOT TO SCALE OWNERS KLAK FEDERAL WAY LLC, C/O KLAFF REALTY 500 SHOKIE BLVD. # 444 NORTH BROOK, IL 60062 (312) 360-1234 DEVELOPER CAMPUS CREST LLC 825 FIFTH AVENUE, SUITE 202 KIRKLAND, WA 98033 (425) 202-3675 CONTACT MICHAEL WALSH PROJECT EVGINEERIPLAVNERI SURVEYOR/LAVDSCAPE ARCHITECT ,RIAD ASSOCIATES 11814 115TH AVENUE NE KIRKLAND, WA 98034 ='425) 821-8448 (425) 821-3481 (FAX) CONTACT ROY E. LEWS JR., PE LEGAL DESCRIPTION. / THOSE POR77ONS OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER AND THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER ALL IN SEC77ON 19, TOWNSHIP 21 NOR77t RANGE 4 EAST, WILLAMETTE MERID/AN, IN KING COUNTY, WASHINGTON, SAID POR77ONS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT 7HE WEST QUARTER CORNER OF SAID SEC77ON 19, 7HENCE ALONG 7HE EAST/WEST CENTERLINE OF SAID SEC77ON 19 SOUTH 88'5822" EAST 1,282.94 FEET TO THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID NORTHWEST QUARTER, 7HENCE ALONG THE WEST LINE THEREOF NORTH 0173'12" EAST 202.55 FEET TO THE NORTHWESTERLY LINE OF THAT CERTAIN EASEMENT GRANTED TO 774E UN17ED STATES OF AMERICA FOR ELECTRICAL TRANSMISSION LINES BY DOCUMENTS RECORDED UNDER RECORDING NUMBERS 3194572, 3258849 AND 5029580, IN KING COUNTY, WASHINGTON AND THE TRUE POINT OF BEGINNING, THENCE CON77NUING ALONG SAID WEST LINE AND THE WEST LINE OF SAID NORTHEAST QUARTER OF SAID NORTHWEST QUARTER NORTH 0173'12" EAST 1,502.83 FEET TO A POINT ON THE SOUTHERLY MARGIN OF 774E LANDS DESCRIBED IN DEED RECORDED UNDER RECORDING NUMBER 8501170665, IN KING COUNTY, WASHINGTON, SAID POINT BEING ON A CURVE CONCAVE TO. 774E NORTHEAST HAVING A RADIUS OF 842.00 FEET AND TO HNICH POINT A RADIAL LINE BEARS SOUTH 4771'42" WEST, ]HENCE ALONG SAID MARGIN SOUTHEASTERLY AND EASTERLY 801.22 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 54306" TO THE BEGINNING OF A REVERSE CURVE CONCAVE TO THE SOUTHWEST HAWING A RADIUS OF 618.00 FEET (A RADIAL LINE THROUGH SAID BEGINNING BEARS NORTH 077934- WEST), THENCE CON77NUING ALONG SAID MARGIN EASTERLY AND SOU7HEASTERLY 64Z38 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 601001" TO SAID NOR7HWES7E'RLY LINE OF THAT CERTAIN EASEMENT GRANTED TO THE UN17ED STATES OF AMERICA FOR ELECTRICAL TRANSMISSION LINES BY DOCUMENT RECORDED UNDER RECORDING NUMBERS 3194572, 3258849 AND 5029580, IN KING COUNTY, WASHINGTON, 7HENCE ALONG SAID NORTHWESTERLY LINE SOUTH 525844" WEST 1,662.66 FEET TO 7HE TRUE POINT OF BEGINNING. TAX LOT NUMBERS 1921049043 1921049008 SHEET INDEX 1 PRELIMINARY PLA T/COVER SHEET 2-3 PRELIMINARY PLAT 4-5 PRELIMINARY GRADING PLAN 6-7 PRELIMINARY UTILITY PLAN 8-11 PRELIMINARY ROAD AND STORM DRAINAGE PROFILES. 12 ROAD DETAILS 13-14 PRELIMINARY LANDSCAPE/TREES > REPLACEMENT PLAN ¢� JUL 2, 2004 TRLAI ASSOCIATES e'er 11814115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free wwwArladassoo.00m )ARROWBA developmer � � N N n � s v A � n 1 ROY E, LEW6 47., PE PROJECT MANAGER CARL H. SORENSM PLS PROJECT SURVEYOR ROY E LEWS: JR., PE PROJECT ENGINEER KEWN C. THOMAS� ASL4 PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 911610. SCALE: How.: 1 "=f00' vi TTmI, PRELIMINARY STAMP NOT VALID UNLESS SIGNED AND DATED J0B NUMBER 03_ 00 SHEET NUMBER 10F /4 "Q 2004 TRIAD ASSOCIA \\\ \\ • �\ \ \\ � \• \ \ \\ \` { \\, \\ \ . \\\y . \..\.. \it \ \ '\ \\' ...'. _... \ . \ \':':': �\\\�\ _ • • \a ..... \\ :\) \► Zj \\ \ .... ' ' \,.\.•\•.• .. , EX. WA rER BLOW -OFF \ ♦ N. _ ` \ \•'•'• .N• • \• �' • ' • ' ' \.•. N �\ .\ EX. STREET LIGHT I. \\i \\\s ,� `\ \ \ �: ;'.\',', ......... \' ' ' EX. WATER VALVE EX. WATER VALVE I ♦ ,y`\\ o \\�'....\ �\ '. \\... �' EX. FIRE HYDRANT INJ� q � �� 7 ROW TO " \\ \'.. \ \ k,-:-:• .\ '+ : :..' \"\ ' \'�\ .\.:... \ \ / DEDICATED TO 11 \N:`' -. \ . • • CITYOFFEDERAL WA)1`\\\,-, , . �\\ '.:.'. '..'\ .X:, \''':'.� \\ . \.\i \ \ �..... . :� ;.:. \ EX. 1 PUGET POWER EASEMENT N\\\ \ \\ ...N "-, . . 0 . .. IVVI � • • .REC N0� 8604020489 # O ` `\` \ ` ` \ \ 11 \ .'d.. .... \ . ` ` 1 \ \.. \ \.'.'.'..� \ EX. 10' LOPE, DRAINAGE AND ` ``; , `r `\ UTILITY ASEMENT - \ . `\ \ \ Via\ ��. , I \_., .� . REC N 8908110283 ) \ , ti \\ \ , .. \::.'..' '.'..'.'.'... ..... \ \ / . EX. 15 WASHINGTON 901 \\\ \•'• • \,, ............ '� "\ 5) . NATURAL GAS EASEMENT `\ ` \. � \� � • '" • - " • • • '�. . REC NO 9008070651 `, \� ...\~ '.'.'.'..'.'.' ' `\ \� 1. M --- £� '\ `Oo3 24-,SF \\\11 \ \, ', \ `'\\ \\� ' •.'.'.'. .. \. �.. ..� \ .\ `` E STREET N. \ \ `,.,\ N IN �1\ �'' ."•,� �,, . , .....4_ . . • • � \ \ /r7.9 .... EX. WA TER VAL VE . 20' SANITAR>�` WER \ \ , \ \ \ \� \ \� �, '.' \....... ........a..� \ � �'` ." .' ' Jr•' '.'.. _•, I `��f tom' 8 �y EA MENT iZ�C. NO 8 17078$ , : `� \ S\ �� \ , ...\ M.. ,`` . r / ................... w ' \— \ —_=,, ) \ ' `\\ \' : ��\� `•. ``; ; ..'.'.......:..:'; .' i.. •_ SD--- t ..'.'.'.......'.'.'.' h M EX. FIRE HYDRANT m _ _ „ „., £"� �' " „ \ —<< — �5 +- — { F � \� \ ) \ � .. w.� . 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SCALE: 1" = 50' 0 25 50 100 ©2004 TRIAD ASSOCIA' \ ..R-1 -- _. TI I ASSOCIATES 40�11814115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.tiiadassoo.com )ARROWBAY development r /.//'its ?? Z ` co:co vl O coI Z � j V w O Q ..j cc W* vv-. ® Q) 'A 0 1 O cc cc C1, (j q Ww ��III Z c VJ W � o � m o O z Qrs z Z V. w Q Z V Q Q O R: � J . qq (j O Q (4) Y 1U 0 0 w V ti F- dG0 + Y W = V Y Y O p b N \ O p�� . ee W .W 4' . as _9 1 A � -- . 9 � ROY E. LEW a ./4, PE PROJECT MANAGER CARL H. SORENSEN, PLS PROJECP SURVEYOR I 1. ROY E LEW A J,R, PE PROJECT ENGINEER KEWN C, THOMAS; ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 9116103 SCALE: ROM.:1"=50' VW.:N/A PRELIMINARY STAMP NOT VALID UNLESS SIGNED AND DATED JOB NUMBER 03- 009 a 0. ./ SHEET NUMBER Z OF 1 S 0 .. ... �... - POR OF THE NE 1/4 AND SE 1/4 OF THE NW- 1/4 OF SEC 19, TWP 21 N, RGE 4 E, W.M. I -5 . I MA TCHUNE. SEE SHEET 2 . . 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STORM//\\ SCALE: 1 °' - 50' CUL V/ER T 0 25 50 100 // rr� / _, t .. ,'.'.'�'.'.�; I✓ 3 �� : s / \\� `, (0 004• TRIAD ASSOCIA /'`// ,�' �'.'.' �# • /• .�'.' �...n � J.�.'.'i � r , � / ! it 2 TRLAD ASSOCIATES 11814 115th Ave. NE Kirkland, WA 93034-6923 425.821.8448 425.821.3481 fax 80 0 488.0756 toll free www.triadassoc.com 0 6— RMANT191 'ill:007"Ar development evelo ment Z Z 2 N O ROY E. LEWIS. J?. PE PROJECT MANAGER CARE H. SORENSEN PLS PROJECT SURVEYOR ROY E LEWS JR. PE PROJECT ENGINEER KEWIN C. 7HOMAA ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL' DATE: 9116103 SCALE: HORPL.: 1 =5o' vBR'!'.:N/A' PRELIMINARY EXPIRES: 10/8/ 04 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NUMBER 03- 009 a SHEET NUMBER 70F 14 M 0 30c WA 28C 1+00 2+00. I POR OF THE NE 1/4 AND SE 1/4 OF THE NW 1/4 OF SEC 19, TWP 21 N, RGE 4 Ej W.M. .............................................. ................................... ........................................ ....... .................. . ........................... ........... ........................ ....................... - ...................... .................. . .. . .............. ................................................ ........................................ ................................................. ............... ... .................................................. f .............................. ................ ................ ........ ..... ......................... ................................... .................. ....................... ....... ................ ........... ........... ............... ................. HIGH'Pi 21N T ELEV = JJ 3.52 HIGH POINT STA = 8+0.33 P11 STA = 7+20 PW ELEV - 335.66' .001 ............ ............. . . . ........... ................ . .................... ............ - .. .............................................. ........... .............................................. ................................................ ....................................... . .. .... ........ ............. .................................. ....................... ............. ............ .................. ........... . ........... ........... . ....... .......... . ................ . ....................... ...... ................. .......... 71 ......................... .......... &0w"P0jR7"rErVf'= 329.69 ................. ............................................ LOW POINT STA -L 10+41-65 PW STA = 16+39.01 P14 ELEV = �29-22 100.00, VC ............. ... ........................... ................ ........ ................................... ... ....................... ................. ................. + ............... ................ . ............... ..................................... .......... .............................. .................. ----------- ................................. ............................ ............... .... . .......... ......................... ........................................ . ............................................... ....................... .................. ............................... .................... ............................ ....................... ..................... - ........... + IISH C14 4 sj + .......... .. .... ............................................. ........... .............. .......................... ............. ......................... ............ ................. ................................ ............ ...................... . ............. ............. ................................... ........... .................... .. ........ ........ ...... .......................................... .............. ................................. .................................... ......... ............. .......... .................................... . ................................................. ............. .................................. ............ If 1...... .......... ............... ITCH PW STA = 4+25 FPT PW ELEV = 306.10 250. 00, V c 000 ........ .............................................. + ..................... ............ ............ ...................... ................. i . .................................... ...... ............ ............. ..... ............ ............. ............. ............................. ........... ............................................... ........ ...................................... ............................. ....... ...... .............. ................ .................. ...... ....................................... .... ............................ .................. ............. ................................... ................................................ 330 ................................................ ............ ............ . .... /'00 00000 STORM UMAIV (Typ) TYPE 4 CA TCH BASIN; TYP .... .. ......... ................................... .............. ................ .............. . .......... .................... ...................................... ........ ...................... ............. .............. . ..................... ...... .... .. ......... ................ .... ...... ........... ................. ... ......... . ............. .......... ............ ................. .............. ............. .... . ............... . .......... .............. ............................... ........... III tRIJ LAJ Lu ............... .............. ............................ * / '.4 �- N U) 1: .............................. ...... ............. ...................... .... .................................... .. ............ ... .................... ............. .... . ................................ ......... ................... ................... ......... ................................ ............... ................... ........ .................... .............. ........ ............. ... ....................... ........................ ...................... ......................... ......................................... .... ................................................. ................... ............ .... ,3320 ................................. ........... ............. ........... .................. .... .......... ......... .... ...... . .. ... 7 ................... ................... 4i + 000 LOW POINT ELEV = 296.75 LOW POINT S',A= o+ga7g PW STA = 1+00 M ca .. . ... . ....................... ..... ... ...... ..................................... .............................................. ............... ............. .... ............ .................................. ............... ................................ ................................................ ...................... ..... .................... ...................... ............... ............................................. ............... ............. ................................................ PW ELEV 29a.70 . ................. ............... ................................ ............................. ........... ........................ ................. ................................. .............. ........ .................... 150.0 2' VC o /00 I -XIS77MG GROUND .... .................................. . ............. ................................................ .............. ......................... ........................ .......................................... .......................................... . .... ......................... ...................... ................................................ ........... .. .... * ... . ....... . ........................... ... .................... ........... .. ....................... . ........... .......... .. ........ ................ .... ................................................ .................... .............. IYP ............ --- .3101" .................. ....... ....... . ................... cz; C.) ........................... 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ROAD B PROMSCALE EXIS77NO GROUND PROPOSW FINISHED 1= &I H( HR AT ROAD C (TYP GRADE ATE C (TYP) 1'�— 5' 77CAL Lr) Lr) (z) n oz, Lr) co N cy) C6 �� Qj � 0; (6ap Q) Q) OO (Z) 1+00 2 00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 330 kico 290 280 (0)2004 TRIAD ASSOCIA /TRLAD ASSOCIATES 4100 �11 8 14 1 �15th Ave. NE Kirkland, WA 98034-6923 425,821.8448 425.821.3481 fax 800.488.0756 toll free www.biadassoo.com development go, Lu Qv a a a a a 12231.4" a a ROY E. LEWS JR.. PE PROJECT MANAGER CARL A SORENSEN, PLS PROJECT SURVEYOR ROY E LEWS X. PE PROJECT ENGINEER KEWN C. THaVAa ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 9116105 SCALE: Run.: i m650' vnr.. 1 165, PRELIMINARY FEXPIRES: 10/8/04 STAMP NOT VALID UNLESS SIGNED AND DATED 101 NUMBER 03_ 009 SHEET NUMBER 8oF 14 I E POR OF THE NE 1/4 AND SE 1/4 OF THE NW 1/4 OF SEC 19, TWP 21 N, RGE 4 E, W.M. TRLAD ASSOCIATES 330 320 WA 284 I 6� 0 0 0 310 300 35( 34t 33t 1 +00 2+00 1 +00 2+00 310 300 350 340 330 Q 2004 TRIAD ASSOCIA 11814115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoo.com YARROWBAY development ca Z O 'Q Z Q ,Q O 'Q �y �W o -� o� y ct o�LLJ Q Ww 04 4 w CC OC ZcCc CO �. W qq Z z k W O w Cc CC 4r O 4 V N 0 w z a A w a ROY & LEW 5$ ff., PE PROJECT MANAGER CARL A SORENSEN PLS PROJECT SURVEYOR ROY E. LEWISr M., PE PROJECT ENGINEER KEWN C. 7HWAa ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 9116103 SCALE: How.: f "=50' PRELIMINARY �. LEWIS, wAskJ�� O� 19918IST cis jONALg��G� [----EXPIRES: 10/8/04 STAMP NOT VALID IL UNLESS SIGNED AND DATEDCL 0 M 0 JOB NUMBER 03_ 009 SHEET NUMBER 9oF 14 M O POR OF THE NE 1/4 AND SE 1/4 OF THE NW 1/4 OF SEC 19, TWP 21 N, RGE 4 E, W.M. Q) 0 o. I oc a QL a ,C I O C N I v O 3 N � O MM LO Q� U �o oCL 3A M 35 341 33 .................................................................................................................................................""..."..............-....................................."...-..-.........-.......................................................:................................."...............-............-......-...........:..............-.-...-..•..................;...........,..............-....,...............".................................r..........,....................................-,...........................".:..................................., ......................................... .......................................................................................................... }..........................:...................i.....- r ........:.................................T.... f z.................................................}};....... Y................................ ,.... s.... p £ Pvl S7`A = 2+09.62 3 1 PVl E V E 374.06 3 7 .00 VC I i Ii................................. I..............."....................-...........................................-..................... W �............................ } r ; v a } 1 5 f s OO 1 i f 5 5 ti S I s 1 e • ' 3 ' I ................ ' .............-.-. - .-...... ..... i.......-.................................. '................................ 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F } f ; ' }, f 5 y £ 3 } $ i s ; i I 5 } I f { £ I , • 5 , 1 � 5 \ � PVl STA = 5?i-35 PW ELEV 3'• 1.52 £ f 250.00 V s } .. ... . ...................................."-..-...-....-....-...--...-....................................-......................-.-..--......-..-............................:..........................-........................................-.......................................................-.................................................................. .......... ........................ .......... 1 .............b..................................d................................ ... Z E ................................................. ... � i {( r MM 1 5 J % \ f I J F 55£ \ mm jj gg qg? £ gg f k 3 } 3 J I y 7}.."..................................._...........-..................._...........:.._..........................................................................................................................................:. s £ t EE 1 Lu 3 } iNf ' \ i T� y s s } 3 3 I O ! I 3 s Z 1 s t � 1 ; 1 ' i o to Qc I4................................................'. E :.....:................................................................................................................................................................................................................................................:......................................................-...........-...�. o. 33 ! } £ I I iOW POINT ELEV = 332.79 'LOW POINT STA = 9+90 1 £ \ PN STA = 9+90 t I f \ s 5 1 ! I y PN ELEV 332.42 •': • ..................................................................................................................................................................................a...............................-........._..........................................................__............... ... -.....W ..................................... ................ I ..._ :............_ ............................ -...........................:...-.-.......... 1 75.0© rG, .. .... .... F to W 1 1 y EXIS77NG GROUND F £ O j F I I 7� \ vim, , 3 3 \ s n s i i I i £ N Qi F • O £ � f .. ........ .. .............................. .................. a............ ....... ' .........................-................'I- O i _... a........ 3... 1... NJ............................................(a .R......- I ................ ; E E '-........._..................................'... ....... ................................................1,.........--.....................................£............-.-..-......-....................,,,,.,,...................._......_.............i.........._..............._... fi DE > \ r t ........ f ...PROPOS ..FlIViSPI... £ . ., ►� ti � ; f GRADE (TYP) i i ...Z N I, 41 3 F moo WW0 ]j# yy ## (I s .....................................>.................................-._...........£............................................... •.-.-_............. ...........---... ................................................... % ................... ...... ; ......... 3 i f .............. . ...... ....................... .......... ........................ 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' _......................................................a............._..............................................................................._,.............................i......_................— ...............................................-......- � � i I 5}j t F 11 £ f } � ' F � i .............. .................................i � ... . .............................� i i f ? � 3 ................ .............................F j � F � £ � � � 3 } � ] � j I s £ £............. ................ ' ................ ............. ... ...................................................--.......................................................—.1.—....,.,,.............................................. ........................................ ................................ I -......-.....r 3 } _ R ADI C $ ! PR LE SCALE, PROPOSED FIN/SHED } f I l = 5" HORIZONTA I I f i EX1S77N GROUND £ „ t ? I 1 AT ROAD TYP GRADE AT C (TYP) = VERTICAL - £ F } , �Fn Leh cpN �N N }�N N°p a,N �co d O �� rnN N d N rnN rnN d N oN co "� w , /1/1 C • AA 7 1 /1A 0_1_AA A.I. ^A 9A 1 +00 2f 00 3f OU AIF+Uv %7-r vv v,-vv i r vv vrw ar vv � yr vv 370 �r 0 350 340 330 320. 35( 34l 331 377 361 351 341 i / _4 / o EXISTING GROUND / / � i TYP / + i ?N £ +o + f�0• � / 4 Q. P OPOSED FlNl i ADE (TYP) / r F £ " TYPE I CATCH."___.._. " BASIN 7 f � £ CT SOM [JIA HOR/ZW A EXIS7ING GROUND PROPOSEd FINISHED AT ROA9 C TYP GRADE A C (TYP) i rr o� o N d- N oa N o0 1 +00 2+00 370 C•fJ 340 ® 2004 TRIAD ASSOCIA TRIAD ASSOCIATES 4IN�l 18114115 h Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com 0 VY Bl i_L development Lu (a 1 % Q Q zC,t z q O 4S _ + Q Q 4Q °C o cc OC I Z � Lu WLL O cc Q W !% Z 0 N 0 W c .." a 4 A �o \ V '474 PRO NINE ROYE.LEWDW,PE PROJECT MANAGER CARL H. SORENSEN PLS PROJECT SURVEYOR ROY E LEW & dl? . PE PROJECT ENGINEER KEWN C. 7HOMA$ ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 9116101 SCALE: goRa.:1 =50 = VBRT.:1 5 PRELIM/NARY L E W �� OF WA3el OtST � �s IOIVAL4��G� EXPIRES: 10/8/ 04 STAMP NOT VALID UNLESS SIGNED AND DATEDCL 0 M 0 JOB NUMBER 03- 009 SHEET NUMBER 10 OF 14 0 POR OF THE NE 1/4 AND SE 1/4 OF THE NW '1/4 OF SEC 19, TWP 21 N, RGE 4 E, W.M. 40C JA HIGH �O/NT ELEV = 86 HIGH 0/NT STA = 6 96.02 VISTA= 6+7' P 4 ELEV = 40Z 5 250.00' VC +� m m of W W IN Q 00 0/ 400 ENG 6 ROUND .390 PROPOSE FlN/SH GRADE 7 / OW POINT ELEV = 368.90 L 0 W POINT STA 1 +24.75 ..,,..,...... TCA CH "...� E T�?� 7`.4_�+ 1-1YPE l �PWGELEV = 68.51 / / BASIN TY 50.00' � s WW Ile , o±M \� 3 z�mQ� N to f ; ►7 11 � ( i 5 a70 0000 ._. � �360 I ROAD PROFILE SCALE Ij EX/STW GROUND IPROPOSE FINISHED 1 = 5 OR/ZONTA AT ROAD TYP GRADE AT (TYP) 1 �_ 5' &RTICAL oN �N fir\ N �N LON ��n �,h �� h rn rr N to co . N o> L N oo h M W •+ � rr co 0i N o of of co N O ai Q)� O� O� OD o�p �� v)� Q) 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 CQ 2004 TRIAD ASSOCIA TRLAD ASSOCIATES 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.48&.0756 toll free www.biadessoc.com development LIJ Q Z to Q ® Lu 1-j OQ .4 co o co � V Q �LAJ LLj co Q o � o. w cr o Z cc qq Q OW v as w v 0 h NQw W z a g A ROY E. LEWD W , PE PROJECT MANAGER CARL H. SORENSEN PLS PROJECT SURVEYOR ROY E. LEWD JR.. PE PROJECT ENGINEER KEV/N C. 7HOMAS ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 9116101 SCALE: How.. 1 "=50' vw.:1 "=5' PRELIMINARY EXPIRES, 10/8/04 j STAMP NOT VALID UNLESS SIGNED AND DATED CL 0 0 O JOB NUMBER ox o09 a SHEET NUMBER 11OF / ./4 o 0 70' MINIMUM SECTION PRINCIPAL MINOR COLLECTOR .30' CLASS A .67' CLASS A 50' CLASS A .85' CLASS E .50' CSTC 50' CSTC .50' CSTC OR OR .30' CLASS A .30' CLASS A .85' ATB .70' ATB 3 LANES SECTION M NOTES, IWMAM A" PUBLIC WORKS I ARTERIAL/COLLECTOR DWG. No. DEPARTMENT3-2M SW CAMPUS DRIVE 3' 5' 1 4' 8 12' 8' 4' 5' 3' Utila c Parking Parking c a URI. Strip g Strip 28' 52' MINIMUM SECTION LOCAL .25' CLASS B .17' CSTC ,42' CSBC 1 LANE + PARKING SECTION 1P NOTES Ampawk PUBLIC WORKS LOCAL DWG. NO. DEPARTMENT 3-2W ROADS A. B, C, D AND E AND 12 TH AVE. SW 24' 38' MINIMUM SECTION LOCAL .25' CLASS B ,17' CSTC .42' CSBC INFILL CUL-DE-SAC SECTION Y 'il1l<l1 May be used in cluster and short divisions when all of the following conditions are met: 1. The street is in a private tract 2. The tract abuts four or less dwelling units 3. The tract is less than 150 feet in length "' ®� PUBLIC WORKS LOCAL DEPARTMENT TRACT ROADS DW2Y3-2Y F T AD RL ASSOCIATES 11814115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.tdadassoc.00m development v+ 11b r A z� ROY E. LEWIS; dl4, PE PROJECT MANAGER CARL H. SORENSEN PLS PROJECT SURVEYOR ROY E. LOWS .A? PE PROJECT ENGINEER KEWN C. IHOWAS, ASL4 PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 9/16/03 SCALE: Han.: N/A VW.: NIA r- EW f.� Vi IST "�� 19918 S '!IONALg� EXPIRES: 10/8/ 04 STAMP NOT VALID UNLESS SIGNED AND DATED 0 SHEET NUMBER 7 ®F 1 o r7 0 CQ 2004 TRIAD ASSOCIA ;FOR OF THE NE e AND SE iOF THE NW 1/4 OF SEC s P a �i 5 L} ,�►�, Fbr ib _! 0 �ANN Mb /ram PCs 1� NP AW MIS ' ►�+G��f� ��,. fat OR RT v off,., i�:.�► G G err G Ai q�-+�►/�,� • GGGOO`�►,�'� SAT- •�s�►y_ ° 1Vl�i �`17ti:'Il►�a� sr,��j, " 'w. e+jw'` Iu s!r� - �.►�•wr\rwr.�r.- A t .. i I M _ � 1 ,r' r/!, 1; � �� `� �� r ��4�p � u� g'�`�Flw_ ��/,`` fL ��F `��y � • ��. <�,,r�,� � �a/ ��1'"�' �Gr_i� � � � am /� _ .. - � �� ,�,�_ .-��'�� +Grit,` t u��A � Imi,M G� � � �j.�.��,. •♦`t/�-�j �� " Qi rl� � �y'l'� ,�� l%a"r „ .�� \\ae+s� I S iP� �zO�'�'�A�`!G.(�GG _ .GG ••; �I'1��' ��1,`�G � �� F "_ �fj'r� ty MIN FA Pi 'ysi'% I � �4►'� !�►:■■�-'>s�4� . 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SURVEYOR ROY E LEW S; 49, PE PROJECT ENGINEER KEWN C. THOVI/AS, ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 9/f6103 SCALE: How.: i =50' vw.:N/A STATE OF WASHINGTON EGISTERED SCAPE KEVIN C. THOMAS CERTIFICATE NO. 713 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NUMBER 03- ®49 SHEET NUMBER 4 13OF 14 g M O E POR OF THE NE 1/4 AND SE 1/4 OF THEN 1/4 OF SEC 19, TWP 21 N, RGE 4 E; W.M. MA TCHL IN; E. SEE' SHEET 13 FI 8,9 "F "F 42 76 75 -7/V 7 8 4 TRACT (Access) 90 92 36 I fin 114 113 7 4.F F 8-F ��4.F 2 �6. F 72. F 3 6.F 4 5 6 7 1 L`-7 ra tow 8PO C TRACTA (Recreation) U-4/1 7? RzK:55, 5ii 764i R, 7G C111Y . 00 10 TRACT ,/ y� ` ' Preliminary Plant List EM MR. (Access) 24 Street Trees -Deciduous (2" caliper, 130' 0.CJ* Large Slrube (5 and 2 gallons) 14 ZZ 23 Acer griesum/Paperbark Maple Cornus stolonifera/Red Twig Dogwood Carpinus japonica/Japanese Hornbeam Mahonia aquifollum/Oregon Crape \ �Ma lus 'Robinson'/FlowerInCrabapple Ribes sangulneum/ Red Flowering Current g 13 Magnolia kobualKobus Magnolia Rhus tsphina/sumac Pyres callerSana 'Capita P/Flowering Fear Thuja occidentalls 'Fastlglata'/Pyramlolal Arborvitae VaccInIum ovatum/Evel-Sgrean Huckleberry St�rax Japonica/Japanese Snowbell AV TREE RETENTION NOTES 12 X ..... EXISTING -SIC-iNIFICANT TREES 'Iro ...... AVERAGE . ........ .............. Medium Deciduous Trees (1-1/2"Callper) I PER ACRE (FROM SAMPLE PLOTS) ........... X -10-1 (22,46X-Iro 1,710-1) TOTAL ESTIMATED NUMBER OF Acer circinatum/Vine Maple SIC-sNIFICANT TREES ON SITE (TOTAL SITE AREA: S-18,5763 SF122A& AC) Alnus r-rispa 'Sinuta'/Sitka Alder Amelanchier ainifolial5askatoon ASSUMED NUMBER OF SIC.%NIFICANT TREES 421 Cornus nuttallf/Pacific Dogwood REQUIRED TO BE RETAINED OR REPLACED ........ OF TOTAL): ...... Salix s1tc*iensTs/SItka Willow(259- PROPOSED NUMBER OF REPLACEMENT TREES: 430 Coniferous Trees LECzEND Ables las loca rpa /Alpine Fir PIROPOSED OPEN SPACEARECREATION C�-amaecqparjs obtusa 'GsracIlIs'/Cqpress 7N Cupreasoc�parls log land I I/C�prsss C CEDAR Calocedrus clecurrens/Incense Cedar F FIR PInus contorts/Shore Pine XX: SCALE: 1 H= 50' Pseudotsuga menziesli/Doulas Fir 0 25 50 100 /TRLAD ASSOCIATES 11814 11 5th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com ca ROY E. LEWS, R., PE PROJECT MANAGER CARL H. SORENSM PLS PROJECT SURVEYOR ROY E. LEWD JR., PE PROJECT ENGINEER KEWN C. THOMAS, ASLA PROJECT LANDSCAPE ARCIIITECT FIRST SUBMITTAL DATE: 9116103 SCAM: Hozz.: 1'"--50' vw.:NIA PRELIMINARY WAIL Ut WASHINGTON REGISTERED ;C?ic ' kEVIN C. THOMAS CERTIFICATE NO. 713 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NUMBER uu�00%9 SHEET NUMBER 1A OF (C)2004 TRIAD ASSOCIA