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09-100178RECEIVEC CITY OF .BAN 15 2009 Federal Way cI Y OF FEDERAL WAY CDS MASTER LAND. USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8'h Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-2607;Fax 253-835-2609 www.cit offederalwa .coin APPLICATION NO(S) — /�/ v �G —56t Date JANUARY 12, 2009 Project Name ST FABRICATION - REDEVELOPMENT Property Address/Location 35703 16TH AVENUE SOUTH ParcelNumber(s) 2921049107 AND 2921049095 Project Description MIXED USE DEVELOPMENT TO CONSIST OF RESIDENTIAL COMMERCIAL AND RETAIL USES WITH ASSOCIATED PARKING. PLEASE PRINT Type of Permit Required Annexation X Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director=s Approval) _ Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) _ Process VI _ SEPAw/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information CE Zoning Designation CE Comprehensive Plan Designation 3, 0 5 4, 6 0 0 Value of Existing Improvements 9 4, 9 5 9, 9 8 6 Value of Proposed Improvements International Building Code (IBC): GROUP R- 2 B Occupancy Type TYPE V-B / III-B Construction Type Applicant Name:ABBEY ROAD GROUP, C/O: ROBERTA MARTA Address: P . 0 . BOX az;�4 City/State: PUYALLUP/WA Zip:98371 _ 11 Phone: (2 5 3) LA 3 - 3(06'1 Fax:(253)446-3159 Email: ROBERTAM@ABBEYT GROUP . COM � ►I Signature: n ( _A U „} Agent (if different thanAppliant) (SAME AS APPLICANT) Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner DOMINION HOLDINGS LLC Name: c/o: JESSE CHERIAN Address: P.O. BOX 24630 City/State: FEDERAL WAY/WA Zip: 98043 Phone: (253) 735-2000 Fax: (253) 838-6400 Email: JESSE@STFAB.COM Signature: �� /-a-017 Bulletin #003 - August 18, 2004 Page 1 of I k:\Iandouts\Master Land Use Application Abbey Road Group P.O. Box 207 Puyallup WA 98371 253.435.3699 Thursday, August 27, 2009 7:35:16 AM PROJECT: TIVE)\07-179 ST FAB Fed Way\SURVEYS\TERRAMODEL\07-179 BSP 20081213.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Boundary Point Number Description Sta Northing Easting Elevation Bearing Distance ^ �- r^-^ 329+87.86 105976.63946 1271681.43773 NO1030'34"E 663.83 ft 10 16+51.69 106640.23911 1271698.92416 S88031'29"E 767.65 ft 41 PT 24+19.34 106620.47549 1272466.31971 Center Point: 40 106808.53901 1272582.37440 RP Radius: 220.99 ft Delta: 30°12113" Left Arc Length: 116.50 ft Chord Bearing: S73025123"E Chord Length: 115.15 ft Middle Ordinate: 7.63 ft External: 7.90 ft Deg of Curvature: 25055137" Arc Definition Tangent: 59.63 ft Curve PI: 106589.15510 1272517.07107 39 COR 25+35.83 106587.62288 1272576.68378 S88031129"E 36.42 ft 38 25+72.25 106586.68523 1272613.09171 S01021'50"W 301.93 ft 37 28+74.18 106284.84077 1272605.90514 S88031126"E 362.00 ft 841 32+36.18 106275.51559 1272967.78501 SO1021150"W 331.93 ft 840 35+68.12 105943.67963 1272959.88438 N88031122"W 1278.87 ft 32 48+46.99 105976.64831 1271681.43941 ----------------------------- Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area = 0.00885 = 0.00167 = S10042'45"W = 0.00900 = 3857.78 (3859.13) = 1/428433 = 1/436032 = 1/2304872 = 724910.70 SQ FT = 16.64 ACRES '-1 Abbey Road Group P.O. Box 207 Puyallup WA 98371 253.435.3699 Thursday, August 27, 2009 7:23:31 AM PROJECT: TIVE)\07-179 ST FAB Fed Way\SURVEYS\TERRAMODEL\07-179 BSP 20081213.pro ___._...______________...__ CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Q4.D A Point Number Description Sta Northing Easting Elevation Bearing Distance _---_----- ------ ---- --------- ---------- --- -- -- - 761 0+00.00 105948.33918 1272778.94648 N88031122"W 64.00 ft 760 0+64.00 105949.98907 1272714.96775 N01021'50"E 111.66 ft 759 1+75.66 106061.61744 1272717.62549 N88038'10"W 138.79 ft 758 3+14.45 106064.92093 1272578.87481 NO102115011E 220.54 ft 757 5+34.99 106285.39845 1272584.12413 S88031126"E 383.79 ft 841 9+18.78 106275.51196 1272967.78677 SO1021'50"W 160.58 ft 842 10+79.35 106114.97746 1272963.96462 N88038'10"W 161.00 ft 764 12+40.35 106118.80960 1272803.01024 S01021'50"W 120.00 ft 763 13+60.35 105998.84359 1272800.15399 N88038110"W 20.00 ft 762 13+80.35 105999.31963 1272780.15965 S01021'50"W 51.00 ft 761 14+31.35 105948.33408 1272778.94574 Closing -latitude =-0.00510 Closing departure =-0.00073 Closing bearing = N08010'35"E Closing distance = 0.00515 Total traverse length = 1431.36 (1431.35) Total error of closure = 1/277898 Error of closure in latitude = 1/280752 Error of closure in departure = 1/1954022 Area = 83329.54 SQ FT Area = 1.91 ACRES Abbey Road Group P.O. Box 207 Puyallup WA 98371 253.435.3699 Thursday, August 27, 2009 7:23:31 AM PROJECT: TIVE)\07-179 ST FAB Fed Way\SURVEYS\TERRAMODEL\07-179 BSP 20081213.pro -------------------------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: PAX) 5 Point Number Description Sta Northing Easting Elevation Bearing Distance -------------------------------------------------------------------------------- 760 N88031'22"W 766 N01021'50"E 767 N46021'50"E 768 S88038'10"E 769 SO1021'50"W 37 N88031'26"W 757 S01021'50"W 758 S88038'10"E 759 S01021'50"W 760 417.29 ft 393.03 ft 120.52 ft 215.06 ft 146.91 ft 21.79 ft 220.54 ft 138.79 ft 111.66 ft Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area 0+00.00 105949.98894 1272714.96762 4+17.29 105960.74648 1272297.81630 8+10.31 106353.66513 1272307.17124 9+30.83 106436.83307 1272394.39604 11+45.90 106431.71419 1272609.39511 12+92.81 106284.84581 1272605.89834 13+14.60 106285.40712 1272584.11557 15+35.14 106064.92960 1272578.86626 16+73.93 106061.62611 1272717.61694 17+85.59 105949.99774 1272714.95919 = 0.00881 _-0.00843 = S43043'54"E = 0.01219 = 1785.59 (1785.59) = 1/146503 = 1/202748 = 1/211930 = 148314.57 SQ FT = 3.40 ACRES Abbey Road Group P.O. Box 207 Puyallup WA 98371 253.435.3699 Thursday, August 27, 2009 7:33:37 AM PROJECT: TIVE)\07-179 ST FAB Fed Way\SURVEYS\TERRAMODEL\07-179 BSP 20081213.pro �^ CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: -,pA-p L Point Number Description Sta Northing Easting Elevation Bearing Distance ^^' _____�____ - 840 0+03.00 105943.67347 1272959.88668 N88031122"W 181.00 ft 761 1+84.00 105948.33957 1272778.94684 NO1021150"E 51.00 ft 762 2+35.00 105999.32512 1272780.16075 S88038110"E 20.00 ft 763 2+55.00 105998.84908 1272800.15508 NO1021150"E 120.00 ft 764 3+75.00 106118.81508 1272803.01133 S88038110"E 161.00 ft 842 5+36.00 106114.98294 1272963.96572 SO1021150"W 171.36 ft 840 7+07.36 105943.67149 1272959.88699 ------------------------------------------------------------------------------ Closing latitude --0.00198 Closing departure = 0.00031 Closing bearing = N0804810211W Closing distance = 0.00201 Total traverse length = 704.36 (704.36) Total error of closure = 1/351036 Error of closure in latitude = 1/355218 Error of closure in departure = 1/2294453 Area = 28583.39 SQ FT Area = 0.66 ACRES Abbey Road Group P.O. Box 207 Puyallup WA 98371 253.435.3699 Thursday, August 27, 2009 7:23:31 AM PROJECT: TIVE)\07-179 ST FAB Fed Way\SURVEYS\TERRAMODEL\07-179 BSP 20081213.pro -_ w___ CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: PAM V Point Number Description Sta Northing Easting Elevation Bearing Distance ------ - - - -- --- --- - ------ --- - 768 __ 0+00.00 106436.82954 1272394.40120 N42013113"W 77.51 ft 770 0+77.51 106494.23088 1272342.31581 N01021'50"E 129.39 ft 771 2+06.90 106623.58422 1272345.39557 S88031129"E 120.97 ft 41 PT 3+27.87 106620.46977 1272466.32547 Center Point: 40 106808.53330 1272582.38016 RP Radius: 220.99 ft Delta: 30012'13" Left Arc Length: 116.50 ft Chord Bearing: S73025'23"E Chord Length: 115.15 ft Middle Ordinate: 7.63 ft External: 7.90 ft Deg of Curvature: 25°55137" Arc Definition Tangent: 59.63 ft Curve PI: 106589.15510 1272517.07107 39 COR 4+44.36 106587.61717 1272576.68954 S88031129"E 36.42 ft 38 4+80.78 106586.67951 1272613.09747 S01021150"W 155.02 ft 769 6+35.80 106431.70343 1272609.40767 N88038'10"W 215.06 ft 768 8+50.86 106436.82231 1272394.40860 -------------------------------------------------------------------------------- Closing latitude =-0.00723 Closing departure = 0.00740 Closing bearing = N45039130"W Closing distance = 0.01035 Total traverse length = 849.52 (850.86) Total error of closure = 1/82080 Error of closure in latitude = 1/117436 Error of closure in departure = 1/114768 Area = 44899.65 SQ FT Area = 1.03 ACRES Abbey Road Group P.O. Box 207 Puyallup WA 98371 253.435.3699 Thursday, August 27, 2009 7:23:32 AM PROJECT: TIVE)\07-179 ST FAB Fed Way\SURVEYS\TERRAMODEL\07-179 BSP 20081213.pro ------------------------------------------------------------------------------- CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name:-M"T 16, Point Number Description Sta Northing Easting Elevation Bearing Distance -------- ------------ .------_ _ - 766 0+00.00 105960.74544 1272297.82119 N88031122"W 616.59 ft 32 6+16.59 105976.64085 1271681.43611 N01030134"E 663.83 ft 10 12+80.42 106640.24049 1271698.92254 S88031129"E 646.68 ft 771 19+27.10 106623.59132 1272345.38819 SO1021'50"W 129.39 ft 770 20+56.49 106494.23798 1272342.30843 S42013'13"E 77.51 ft 768 21+34.00 106436.83665 1272394.39381 S46021'50"W 120.52 ft 767 22+54.52 106353.66871 1272307.16902 S01021'50"W 393.03 ft 766 26+47.55 105960.75006 1272297.81408 -------------------------------------------------------------------------------- Closing latitude = 0.00462 Closing departure =-0.00711 Closing bearing = S57000'49"E Closing distance = 0.00848 Total traverse length = 2647.55 (2647.55) Total error of closure = 1/312250 Error of closure in latitude = 1/573524 Error of closure in departure = 1/372258 Area = 419783.55 SQ FT Area = 9.64 ACRES NOTE: SEE TREE SURVEY INVENTORY FOR SIGNIFICANT TREES ST-FABRICATION DEVELOPMENT SEC. 29/TWP. 21/RGE. 04 E., W.M. TOPOGRAPHIC SURVEY GRAPHIC SCALE ( IN FEET ) 1 inch = 50 fh / Q a b� 1 / ll N so Lu O� >�sS 55~° W SDMH RIM=245.79 \ Ss \ I 1 \ PRO \ , IE 12" CPEP(SE)=239.39 IE 12" CPEP (E)=241.69 �'\ a _ 2 \ . \ IE 18"CPEP (W)=23k0\ \ \I N , \ \ SD- Sp_"�_ SD n J o SO \ \ SDMH M=22 iS`14 \ N p p S S i �`\ o O n IE l PE (I=243.98 N I, N \ c o -c \ \ \ tfi `23" i NW)=i43.91 O l I co I/ so \ \` OS-----�-OS OS-----�--�QS o �' ~ 22 _ CB -o -� ''4iwWww�W �({{ II III II III(�IIwwwwwvwwWwwwwww wwwwwwwwwwwwwwwwwW wwwwwwwwwwwwwwwwwww wwWwwwwwwwwwwwwwww wwwwwwwwwwwwwwwwwww wwwwwwwwwwwwwwwwww wwwwwwwwwWwwwwww wwwwwwwwwwwwwwww \ w wwwwwwwwwwwwwwww\ 1wwww9wwwwwwwW www2\www\wwwwwwwwwwwww 7www9wwwwwwww\ww R www w\ww\wwwww\wwwww \w\Wwwww\wWwWww \w\wwwwwwww\wwwwww\\\wwwwwwWwwwww\\ /wwwww wwwwWwww \ \ \ Vwww wwwwwww\• \ \\Qwwwww ww wwwwwww\2 w\wwwwwWwww\°w wwwwwW wwwwwwwW \ `w�wwwjwwwww'\(\ _ w\wwwwwwwwwwww\_\ww wwwWwww\ \_ - wwwwWwwwww\w\\w \ i www\wwWww w\ \\ww\wwwwwwwww\\,\ w wWwwww\w\W\ _\_ \\ww_wW ww `ww�\\\' \ \\wW�w ww w wwv \\\ ` , ww\ Www\ww, 1 I \ \\ \wwww w\\ \ \\ \ \I`III\ I \l\ `\\ \ II ,I , \` II(II I\ `\\ I \\ \\\ N \\O O\\\I II I VI1, \ \\\\\\ \ \ \j \I\ ( \I I I1\\ N \ \ \ \,�1 \ \I I \,\ \ \\\\ \\ \ , O\•�\I\ \ I\ '1\ \ \\ \\ \\\ \ \ \\\\\ O\\\\ \ \\ \\\ \\\ \\\\ \ \ \\ \\\ \\\ i \ \\\ \\\\\\\ \ \ I/\ \\\ \\�2 \ \\�\ 8\ \°\\ \\\�\ \\\\\\\ \\ \ \\\ \\ \\\ \\\ \\\ \\ \\ \ \\\\ i\\ \\\\\ \\ \/\2\ \ \\\2\ \\\ �\ `I\ �\\\ \Y`\ ,\\o \ \I`I\\ \ j, �\ \\ \\) \/\\\ \ \\ \\\\\ \\ \ \ \\\ \ \\\ \�\ \/ \\\\ \\ \ \ \\\\\\\ �\ \\\ \\/�\\\p �\ ��\r'�r.\ \\8\\ \ \\\ \\ - \ \ \\ \\\ \\\\\\ \\ \ \\\ \\ \ \ \ \ \\\\II I � \\ �\\ \\C. \- •� ]\ `II \ �I\\ �\\\E \\\ \\ \ \2 \\\ �\\\�\\\ \\ \\\ I\2\ '/\, t I \c\\\\ �?\ \�\\ \\\\/\\ \\ \\\\� \ \ \ \\ \\ II\ \\\\\\\\ \\ \ \\\\\ \ \ \\ \ \\\ \\ \\\\ \\ \ ,\ \\\ \ \\ \ \\\I \\\\\\ `, \\\\ \\\\\\N I\\\ \ \\ \\\ \\\I I \\\ \\\\ \ \\\\\\,\\ \\ \ \\ \\\\ \\\\ \\ \\\ \\ \\\ \ \ �\ \\ \ \\\ \\\ \\ \ \ \\ \ \ r\ I\ \ \\ \\\/\\/\ \\ \\ \\\ \\ \\\ \\\\\ \ \\ \\ i\ � \ \ \ s \\\\ \\\ \ \a \\\\ \ R\ \ \\\\\ '\ \\ i \\\\ ti \ \\\� N\ \\a\ \• Cy \' , \ \\\ \\\ \\\ \\\ \\ \\` \ \\-\'\i /\\\ \\ \ \\��\\ S2\\ \ /\ /\\\ •\\/- /\\�/ \\ /- \ ` I\ \ \ \S\�9� \-''�l� R�I._ M.\= 258.05 \--\ 0�o•po ID 0 :1vC-vcUmiQoyp'Q0' �Nc�_3CrnV o30 IE 12"CPEP(S)= \SSMH RIM= 52. cUTO-3yprOo `2 2921049036 CL CAN10"VC(I/W)=41.2(n "PV(N)=�41.22IE 8 Nee ti SD 2921049090 21 SO3 ucw ----- UGP c •N-�pD�poCtCLoNp -�"oN0c S88'31297E 76I7.65 ucP----- GP L cc #etFr I W W �NµWKAC706�-_--� W-w W W C U CcoaOo0�_5iU+ \ O�o\ 204iN Nso I O +02SS SS - SS -SS- SS SS -c UGT-- --UGT\J9 ' \ UGT UGT -OWE2---UGT -----UGT -----GT ----DM43 VAUL (D94It-. •M E2" CPEP(E)2=4.ui U1\CPEP(W)24 .3Q 5.u� p H2�M=79 H RIM=24 --ucP--uGPMTSD . CPEP(E244.91 2" Ec cIE 1245. 0.Cl 0\IE 12" CPEP(W)=2%4.91 (VAULT)IPPROXQ 0 GUY WIREST. IE E 3o E,E SDMH RIM=258.32=E p SDMH RIM=258.04 I UIo -0�fE 12"CPEP(W)=247.29 Q IE 12"C SEk247.29 Q (D N tJ t0 c 0) 4a -vo\ `SSMH RIM=258.§641 'a&O � \ ' pL". \\ \a "C.v 0 c p 0 F- . w w w w w w w w w0 a ` c CO OC O Jo O /aiU aU w w w w w ?J6+\ c O N O `1II_ CE 0 O 0 o a a E 7 w O O L 0.c 'n \ �� o \2921049005 �921049092 w O a v Z c dC 0 Qj O V) 3O' 0E- -0 aVSSMH CRIM256.31� !y E 247.16 \\\ \ \ \ °\ 247.264.87 IE68VE�: CB LADDE 'i NE RIM 2�°\ \ \ \?QR \ \ �S(C�\ \ \ \ \ \ \ I \ \ \ / ✓ I ,E y (S) o' � w W w w w w w w w w w � w `�"/•+'� / / \� N \ \ \ \ \ \ \ 1 O z I / _/_ y w W w w w 2921049006 517,297SF I 11.87 A�RES N � Jr2 3 61 Iv w ww w ww w w w W w w W w w w w w w w w w w�wt w w w w w w li II /I % II 'I l /II ,II NO \ \I ' �\/ _ II I I Ir II I/ I/// // // �/ %/ / II /--+--\ •--1` 1 -.-iI i FXIS-T'I----\p�\ C.I. 1`1� S88' 1'26"E -3-65-.0�0' '� o o 3-- -w WATER VAULT w w w w w w w w w w GRAVEL D7 f P\ . WR -- ----- _- - - --P-P -PP /4 WTBMS wgwlSwEw6LO`�33Iy � �I f---- -- -- I / r THE, WEljT 5w OF,,,THE,,,WEF4T w w W w w w w I l l / / I R COR ING / �> w / w PROPERTY LIN Ew w w w w wI w w 1y / / \ \� I I I I I t 8508�0�6�5y I I I I!( BLOCK BLDG. w w w FF 238.90 a 1( I FF 244.74 I ( - -� - - - - \ 3 I � I ( \ � GRAVEL PARKI \ / I j � \/ 12" SDR 35 CB / 1 _ = 244.76 RIM = 2I34.24 I A39.3p ------- w/ / I IE 8 P C (N) fi1I94iIw w w w w w w w w w w w w 1w w w w w w w W w w w w w / / IE 12 JCMP (S) t \ \ \-- I (TO Be REMO�I)/ I I I \ / FF 238.99 co to N I l l I / w w w w w w w w w w w w / / // / // / // / / I / / I / /p' ti rZ� m SSMH / 9� I LLi -90Z / / / / l i \ \ / / ` 1 �++\ ; I RIM = 244.52 \ _- ' _- / / � I I ( � / �'1 \ IE 8" ((N)) = 236.33 'V / / i I I i FF 245.71 \ \ / / / / I I I IE 8" �E) = 236.19 r /! / ,� c IE 6" E= 236.33 / __/ / �/ `� fCB \ I/ I f I wiz ` / / i Lu 3 N 1 ,� �-•-BOZO / ^V / / / I N ` � / I \ I 77 / d.' I w w w w w w w w w w w w / / I I I ' •}/ / / / N I N N I I{ I I ! iEiM12" 2MP11S 232.16 OFFICE // I I \ \ \,� / N� 11 ZI I ' co 1' I O ' () FF 239.0 / III I \ �- ry�. / f- V w I (TO BE R1cMOVED) I �,� I I \ o / / afA cb I O I I I ( SDMR RIM = 239.59 15 WATER EASEMENT ASEMENT t / w Lo 1 IE 12"MP (W) = 229.39 29 SDMH ( N I r N 1 - Lj- ff y w ww w Ww w ww w Ww w ww w ww w ww w wW w w /I I I I oa► II iI I / // / / / / / / / / / / / l I / I // / l '1 l I I \ \\-- �-- ^ �- - --� PLANTER RIM =/ /24.IE 12CW (S) = 229.39 25, / I I -- l \ RE . AREA IE 238. /�` ZI \ � IE 12�CMP-(E) = 229.39 I \ (TO BE REM VED) - -so -SD /SD -- \ a j CB RIM = 241.57 CB 2\ / �- a 2" CMP .Q RIM = 243.14 gi/ 229.5 IE 18" CMP (W) = 231.79 XI SDMH BE REMOVED) CPP/� RIM 242.21/IE- �3.99 1 .31 FF 240.02 IE 12W) = 237.36z0\12'U= PARCEL 2921049107' \ \ 1 N 3 U I i / / \ \ �\ I€ 1 230.9� / \ 207 241.90 SF / I 8 ( CB w w w w w w / / ( \ \20 2� NR \ / I I I RIM = 241.47 w IE 1223797 3 \ / I I " (NE) = .} \\ 4.76 ACRES m �'�'�� ^ air •-��� �.� - .��� .� - �.�.� - .� �8 - � \ \ y� � y - �-� �� � � �-�i �\ # #-•� # # # #--�._ # # #-.�- #�.- #-\- #-� \ I r+ ` a I I / tz S88'31'22'E 1281.87' \\\ I I I I�232\\\ 12" P 2921049091 I I 2921049072 I 2921049071 \ .21 /2921049060 2921049029210490079 \29210\ 292104ll0i5 I a I \ SSMH \ 2921049054 a RIM = 243.22�,\ I I F-I I IE 8" (W) = 233.63 �2 I\ \24 „\ a IE 8" (E) = 233.63 I I I I I \ \ \ \ \ \ 40\ 2� \ IE= �29.58 i IE 8 (S) = 233.63 I I \ \\ \\ \ I I130' 3 RNA--242.71 \ I I I I I \ l \\ IE 8: (N��34.57 � ; I 1 I I I f \ IE 8 (E) - 234-5Z. 1 1, I 1 i C) m 0 E �� n0 W _ r .0 cu -�, J W � CU � N m N O 1r n V / W J H E- V J J co C:) O O (D N O = 0 m cu O (6> a) .0 .� u- E O !Y 0 IL U J I� ul) Q oo co N co d- O V D cn co O Iw Q u') CV Q� �� �•�=ALL O(n QJNZ-0 -0N �- 0 m co d• -0 E Q (� O ^ N c crs O CD c wr CD ry m W Q m 0 a W wW (D w u- CIL W ILLL 13- RESIJI-I3-MITT FEB m � 9 2M CITY OF ERAL BUIL ' G DEP o N LL 0 U_ 00 `- a o W w 0 Q = � 0 U Ma A PORTION OF THE SE 1 /4 OF THE NE 1 /4 OF DESC PTION SEC. 29 TWP. 21 N. RGE 4 E.WM. PARCEL A. THE NOR HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 29, TOWNSHIPS 21 NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN; EXCEPT THE SOUTHEAST QUARTER THEREOF; AND EXCEPT THAT THEREOF, LYING EAST OF A LINE WHICH IS PARALLEL WITH AND 395 FEET WEST OF THE EAST LINE OF SAID SUBDIVISION; AND EXCEPT THAT PORTION THEREOF, CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 698891; PARCE B: THE SO HEAST QUARTER OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 29, TOWNSHIP 21 NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN; EXCEPT THE EAST 30 FEET FOR ROAD AS DISCLOSED BY DEEDS RECORDED UNDER AUDITORS FILE NOS. 6630398 AND 6669685; SITUATE IN THE CITY OF FEDERAL WAY, COUNTY OF KING, STATE OF WASHINGTON. DECLARATION KNOWN ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED, OWNERS OF INTEREST OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BINDING SITE PLAN THEREOF PURSUANT TO CITY OF FEDERAL WAY CODE TITLE 16.420 AND DECLARE THIS BINDING SITE PLAN TO BE THE GRAPHIC REPRESENTATION OF SAME,AND THAT SAID BINDING SITE PLAN IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNERS OF INTREST. DOMINION HOLDINGS, LLC JESSE CHERIAN, MANAGING MEMBER VIKING BANK XXXXXXXXXX, MANAGING MEMBER STATE OF WASHINGTON COUNTY OF PIERCE Ss I CERTIFY I KNOW OF HAVE SATISFACTORY EVIDENCE THAT TO BE THE BOARD MEMBER / PROJECT MANAGER FOR IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE / SHE / THEY SIGNED THIS INSTRUMENT, AND ON OATH STATED THAT HE / SHE IS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT IS OF HIS / HER / THEIR FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT, DATED THIS PRINTED NAME: 2009, NOTARY PUBLIC, IN AND FOR THE STATE OF RESIDING AT MY COMMISSION EXPIRES: Lei I • 1 ', EXAMINED AND APPROVED THIS DIRECTOR OF PUBLIC WORKS. DAY OF STERLING BANK EXAMINED AND APPROVED THIS DAY OF 2009. XXXXXXXXXX, MANAGING MEMBER ACKNOWLEDGEMENT STATE OF GTON SS COUNTY 0 PIERCE I CERTIF OW OF HAVE SATISFACTORY EVIDENCE THAT TO BE THE BOARD MEMBER / PROJECT MANAGER FOR IS THE PERSON WHO APPEARED--BEFOREE-ME, AND SAID PERSON ACKNOWLEDGED THAT HE / SHE / THEY SIGNED THIS INSTRUMENT, AND ON OATH STATED THAT HE F-°i`S` AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT IS OF HP HER / THEIR FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED THIS 2009. PRINTED NAME: NOTARY PUBLIC, IN AND FOR THE STATE OF RESIDING AT. MY COMMISSION EXPIRES: STATE OF W SHIl TON COUNTY PIERCE )SS ('CDT I DV UAT I IOW` nc UA\/C CAT i SFA(`TnOV C\/ 1 f ENCE TWAT TO BE THE B MBER / PROJECT MANAGER FOR IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE / SHE / THEY SIGNED THIS INSTRUMENT, AND ON OATH STATED THAT HE / SHE IS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT IS OF HIS / HER / THEIR FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED THIS 2009. PRINTED NAME: NOTARY PUBLIC, IN AND FOR THE STATE OF RESIDING AT MY COMMISSION EXPIRES: Abbey Road Group 4O og .� sN SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME Land Development OR UNDER MY DIRECTION IN CONFORMANCE WITH THE • w x REQUIREMENTS OF SURVEY RECORDING ACT AT THE Abbe RoadS�ervlCeS Company, LLC c REQUEST 0 INION OL GS, LLC 923 SHAW ROAD, PUYALLUP, WA 98372 A�,� d► 7 P. 0. Box 1224, PuyailuP, WA 98371 �a 81z�lpg (253) 435-3699, Fox (253) 446-3159 4'�L FXPTFFfi* na-M-MIA ROY SNYDER - PLS 20847 DATE DIRECTOR OF COMMUNITY DEVELOPMENT SERVICES, KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF 2009. ASSESSOR. DEPUTY ASSESSOR. ACCOUNT NUMBER. FINANCE DIVISION CERTIFICATE I HEREBY CERTIFY ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED AS STREETS, ALLEYS OR. FOR PUBLIC USE, ARE PAID IN FULL. THIS DAY OF , 2009. MANAGER, KING COUNTY FINANCE DIVISION DEPUTY. AUDITOR'S CERTIFICATE FILED FOR RECORD AT THE REQUEST OF ON THIS DAY OF 2009. AND RECORDED IN VOL. OF PLATS AT PAGE RECORDS OF KING COUNTY, WASHINGTON, DIVISION OF RECORDS AND ELECTIONS. MANAGER SUPERINTENDENT OF RECORDS. CITY OF FEDERAL WAY ldNG COUNTY, WASHINGTON lLtv RESUBMITTED AUG 2 8 2009 ,,TY O� �- LOERAL OVA BU1LDIING ID ''!'. APP. NO 09-100178-SU JOB NO. 07-179 SHEET 1 OF 7 C Z97A1n - VICINITY MAP NORTH 1/4 CORNER SECTION 29 CALC'D PER ROS 200701130900008 SEE REFERENCES. 1306.81' 11 LO N N88'31'29"W 1310.19' w 0) rnIro 01 z m N 1313.56' i**T FABRICATION REDEVELOPMENT BINDING PLAN A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 29 TWP. 21 N. RGE 4 E.WM. C -N- SURVEYOR'S NOTES 1. HORIZONTAL DATUM: BASIS OF BEARING AND SURVEY DATA PER KING COUNTY GPS CONTROL. EAST LINE OF NE QUARTER OF SECTION 29 (NO1'21'50"E) NAD 83/91. 2. VERTICAL DATUM: SPIKE IN UTILITY POLE NEAR NORTH LINE 155' WEST OF EAST LINE. ELEVATION 256.40 PER 1992 TOPOGRAPY MAP. (NGVD 1929). SCALE: 1"=1000' 3. ALL UTILITY LOCATES HAVE BEEN DETERMINED BY SURFACE LOCATION ONLY EITHER BY PHYSICAL STRUCTURES OR PAINT MARKINGS AS DETERMINED BY UNDERGROUND + UTILITY LOCATE, INC. AND/OR UTILITY COMPANY. GAS PIPE LOCATION WITH IN THE PROPERTY DETERMINED BY MAP PROVIDE BY PUGET SOUND ENERGY, INC. ACTUAL UNDERGROUND LOCATION MAY VARY. N88°31'42"W 2613,62' N w n O Z NE CORNER SECTION 29 BRASS MONUMENT IN CASE PER ROS 200701130900008. 1306, 81 ' NE CORNER OF SE1/4,NE1/4 SECTION 29, FD BRASS MONUMENT IN CASE PER ROS 2007011300008. N88°31'29"W 1310.19' EAST 396' I PARCEL AI Ki SITE r PARCEL B w N88°31'22"W 1311.87' O r., O z QD 0I "i (01 1313.56' \N88°31'16"W 2627.12' CENTER OF SECTION 29 E 1/4 CORNER SECTION 29 / CALC'D PER ROS 200701130900008 FD. BRASS MONUMENT IN CASE SEE REFERENCES. PER ROS 200701130900008. Abbey Road Group Land Development Services company, - - 923 SHAW ROAD, PUYALLUP, WA 98372 P. 0. Box 1224, Puyallup, WA 98371 (253) 435--3699, Fax (253) 446--3159 N w 0 �n N -N- z D0:1 * SUBDIVSION MONS AS NOTED FOUND JAN, 2008 BRASS MON. FOUND AS NOTED 4. REFERENCE SURVEYS: 1. ROS 20080909900013 BY CASCADE LAND SURVEYING 2. BLA 20070130900008 BY PACE ENGINEERING DERVICES 3. ROS 20051114900006 BY RIIPINEN SURVEYING 4. BLA 20051108900001 BY CASCADE LAND SURVEYING 5. ROS 9802189003 BY EARTH TECH 6. ROS 9701179002 BY SITTS & HILL ENGINEERS, IC 7. ROS 92051990001 BY D R STRONG 5. METHOD OF SURVEYING WAS CONVENTIONAL TRAVERSE USING A TOPCON 800A TOTAL STATION. PARCEL AREAS PARCE A 518209.94 SQ FT 11.90 ACRES PARCE A 207696.56 SQ FT 4.77 ACRES TOTAL 725906.50 SQ FT 16.66 ACRES WETLANDS WETLANDS FLAGGING AS FLAGGED BY HABITAT TECHNOLOGIES IN NOVEMBER, 2008. EASEMENTS ® TYPICAL DENOTATION EASEMENTS INFORMATION LAND AMERICA COMMONWEALTH TITLE REPORT ORDER NO. 40005386 DATED DECEMBER 18, 2007 6. INGRESS, EGRESS, UTILITIES AND SLOPES FOR CUTS AND FILLS. RECORDING NO. 5688994. 7. INGRESS, EGRESS, UTILITIES AND SLOPES FOR CUTS AND FILLS, RECORDING NO. 5689179, 8. INGRESS, EGRESS AND UTILITIES, RECORDING NO. 6669685. (QUIT CLAIM OF ESM'T 7). 9. GUY WIRES AND ANCHOR. RECORDING NO. 7406120648. 11. WATER LINES. RECORDING NO. 8001220514. 12. ELECTRIC LINES. RECORDING NO. 8104090458. NOTE EASEMENT IS A 10 FOOT EASEMENT CENTERED ON THE EXISTING, EXTENDED OR RELOCATED ON PUGET POWERS FACILITIES, LYING WITHIN THE NORTH 70 FEET AS SHOWN. 13. SEWER MAINS. RECORDING NO. 8508200805. THE WEST 5 OF PROPERTY (NOT SHOWN ON MAP). 15. WATER FACILITIES. RECORDING NO. 9009270129. WATER MAIN AND FIRE HYDRANT EXCEEDS EASEMENT AT THE SOUTHERLY END. APP. NO 09-100178-SU SHEET 2 OF 7 S N BINDING SITE PLAN ,y FOR: ST FABRICATION - tz N FY MQp o REDEVELOPMENT 0 f0NAl ��� C� DRAWN: RS SCALE: 1 - 400 CHECKED: RS APPROVED: RS EXPIRES: 09-0-2010 DATE: 8/27/2009 JOB NO: 07-179 ST FABRICATION TRACT A IS A WETLAND, WETLAND BUFFER, LANDSCAPE, RECREATION AND STORM DRAINAGE TRACT. TRACT A WILL BE OWNED AND MAINTAINED BY THE DEVELOPMENT'S OWNERS ASSOCIATION. w6 � - f Abbey Road Group Land Development Services Company, LLC 923 SHAW ROAD, PUYALLUP, WA 98372 P. 0. Box 1224, Puyallup, WA 98371 (253) 435-3699, Fax (253) 446-3159 o s 20847 r0�'AL EXPIRES: 09-19-2010 LEAD • REBAR WITH ID CAP (LS 20847) SET THIS SURVEY - REBAR WITH ID CAP (LS 20847) SET ON WETLAND BUFFER BOUNDARY, UU L�Dd Nu" � ,�Vacp,r 00 � AND EASEMENTS E SITS OWNER: DOMINION HOLDING LLC JESSE CHERIAN, MANAGING MEMBER PO BOX 24630 FEDERAL WAY, WA 9W93 253-736-2000 SURVEYOR: ABBEY ROAD GROUP LAND DEVELOPMENT SERVICES COMPANY, LLC 923 SHAW ROAD, SUITE A PUYALLUP, WA 98372 (253) 435-3699 SITE STATISTICS: GROSS A 16.66 ACRES NUMBER O ADS): 4 LOTS & 1 TRACT ZONING & LAND USE CLASSIFICATION: SITE: CE NORTH: CE EAST: RM-2400/CE SOUTH: RS-15 WEST CE UTILITIES: SEWER: LAKEHAVEN WATER: LAKEHAVEN GAS: PUGET SOUND ENERGY ELECTRIC: PUGET SOUND ENERGY CABLE: COMCAST TELEPHONE: 6ZWEST OTHERS: SCHOOL DISTRICT. FEDERAL WAY 4210 FIRE DISTRICT. SOUTH KING FIRE & RESCUE DATUM: CITY OF FEDERAL WAY PARCEL NUMBERS: 292104-9107 292104-9096 CURVE & LINE TABLE LINE DELTA RADIUS ARC Cl 28'28'46" 200.00' 99.41' C2 3*14'30" 200.00' 11.32' C3 1'37'07" 200.00' 5.65' C4 52*10'22" 25.00' 22.76' C5 53'20'53" 25.00' 23.28' C6 18,13,08" 25.00' 7.95' C7 59*12'02" 25.00' 25.83' C8 3'06'20" 200.00' 10.84' C9 3'18'28" 1 200.00'1 11.55' C10 23'5040" 1 200.00' 83.23' C11 27'21'20" 200.00' 95.49' LINE BEARING I DISTANCE L1 N41'56'20"E _._ 9.15' L2 N13'27'34"E I -31.51' L3 N10"13'04"E 20.36' L4 N08'35'57"E 14.09' L5 N57'51'45"E 25.84' L6 N04'30'52"E 30.09' L7 N10'13'35"E 11.54' L81 N07'59'33"W 34.23' L9 N08'25'33"E 78.20' Liol N05'07'05"E 44.02' 111 N18'43'34"W 46.79' FOR: APP. NO 09-100178-SU SHEET 3 OF 7 r 9 m 1 "= 100' IRS 07--179 PROPOSED LANDSCAPE SETBACK LINE (TYP)— � 1 1" N 1 � WETLAND B CATEGORY 115,876.29 SF 2.66 ACRES 5' WIDE WALKING TRAIL 11,419.60 SF_ SPLIT RAIL FENCE (TYP N88'31'22"W 616,59' Abbey Road Group Land Development Services Company, — - 923 SHAW ROAD, PUYALLUP, WA 98372 P. 0. Box 1224, Puyallup, WA 98371 (253) 435-3699, Fax (253) 446-3159 PROPERTY LINE 646.68' S88'31'29"E 767.65' , ACEL POTE TIAL FUTURE CESS AVEL ROAD ACCE S RELOCATION \ TABLIE (TYP) ca'v < 200' WETLAND BUFFER V&7LMD A _6ATEGORY III 2,775.40 SF 0.64 ACRES J ME i 25' WETLAND i BUFFER i i STORM t j TRENCH r 1 r r r r r i t r t r R ' 0 0 i s i i p S Ny� tiw z 20847 t °NAL T. t i STORM -• PROPOSED RETAINING WALL (TYP) TENNIS COURT RECREATION AREA 38,632.98 SF HORSE SHOE PIT GRASS AREA 17,156.83 SF TOT LO LOADING ZONE O Z 16.50' BUILDING D 3,507.24 SF PAD N88'31'22"W 1281.87' PROPERTY LINE =1 N Di (�l � ITE PLAN ST FABRICATION REDEVELOPMENT BINDING SITE PLAN A PORTION OF THE SE 1 /4 OF THE NE 1 /4 OF SEC. 29 TWP. 21 N. ~ RGE 4 E.WM. -N- SCALE: 1" = 50' 0 25 50 100 BOUNDARY LINE INTERIOR LOT LINE - ROAD CENTERLINE - - - - - - - - - - - - - - EASEMENT LINE / WETLAND BUFFER LINE WETLAND - - - - - PARCEL LINE BUILDING LINE D PROPOSED STORM LINE S PROPOSED SEWER LINE W PROPOSED WATER LINE FOR: APP. NO 09-100178—SU SHEET 4 OF 7 DUNIMM41tim ST FABRICATION REDEVELOPMENT DRAWN: RS SCALE: 1 "= 100' CHECKED: RS APPROVED: RS DATE: 8/27/2009 JOB NO: 07--179 PROPERTY LINE S88'31'29"E 767.65' I 0' I 30' I I d' rn w a N to Z I ( 3' I PE LS I w rn z J � w o w !n a. N �z I i I 30' I A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 29 ~ TWP. 21 N. ~ RGE 4 E.WM. 0 25 50 100 BOUNDARY LINE INTERIOR LOT LINE ROAD CENTERLINE - - - - - - - - - - - - - - EASEMENT LINE f WETLAND BUFFER LINE WETLAND — — — — — PARCEL LINE BUILDING LINE D PROPOSED STORM LINE S PROPOSED SEWER LINE W PROPOSED WATER LINE APP. NO 09-100178--SU SHEET 5 OF 7 BINDING SITE PLAN Abbey Road Group Land I)Ievelopment 11 �, • / /FABRICATI I d Services Compan• ,yAbbey o =lNDING SITE PLANREDEVELOPMENT WA 98371 r -• 2921049036 8.50' S88'31'29"E- ,t/ t 15.00' o� U� W O t S80"E 5.00 1 15.000 S01'21'50"W 24,50' t t N88'38'1_0"W 167.00' S88°3812 � '10"E 91.00' _ S01'21'50"W-- �11- 15.00' tL _ S88'38'10"E 152.00' N039.50©"E N88'38'10"W 106.00' 00 \ \t ot� u� t N N88'38'10"W 12.00' V) I o (0 �t- S01'21'50"W 15.00' 4 t S88'38'10"E-t t LO 12.00' t t N N01'21'50"E 157,00' t t U) S46'21'50"W-� N i N01'21'50"E 99.50' 15.00' ��-N43'38'1' W � 20.03t S43'38'10"E-- 13.82' i t N01'21'50"E If S01'21'50"W 30.00' _S88'38'10"E 119,09' t t 44.23 N88°38'10"W " 31.00 t \ , t t N88'3810 W 81.09' ,t S01'21'50"W N01°21'50"E 1 t 15.00' so, 10.00' i t 20 7 2j, N88'38'10"W t S88'38'10"E ���, SOQ O 23.00' 31.00' b t j\U?\+ N t /� N88'38'10"W t\ vwi If t i j 25.50' �wy j'y.--N01'21'50"E v 0 o t 1 15.00' t\ cf� t O) o � y�S88-38'10"E t\�\t W 0 25.50' t\ t <o \0v -- N01°21'50"E 142.70' t o Nol oN t t t Un �IQX5y z t N tNn O " i to �- y S88°3810 E 122.59' i - - - - - - - - - - - - - - EASEMENT LINE 588'38'10NE 370. - �1L1� PROPOSED WATER TEA EMENTT� � o w N8838'10"W 430.09' �t t tto oo t� 'V M N 00 W _N88'38'10"W 116.78' z 15.00' t N01'21'50"E 90.00' t t N88'38'10"W 15.00' N88'38'10"W 15.00' �_" i�t o Nto V t� p; N ca �� 2 N01'21'50"E 7-T7-T3�c-' z 15.00' N01'21'50"E 15.00' t t t N88°38'10"W G _a 48.00' S01'21'50"V N88'38'10"W N88'38'10"W 300.00' t 15.00' t N88'38'10"W 68.00' 15' PROPOSED SEWER EASEMENT\ - - - -� S88°38'10"E 307.50' S88'38'10"E 68.00' S01'21'50"W i��-N01'21'50"E 30.00 30.00' S88, " '3810 E 15.00' 30 ♦0♦� v/ uu Q i t 0 0 1 w I Y)o 0 N uj O z I 3 3' 3 0' I A PORTION OF THE SE 1 /4 OF THE NE 1 /4 OF SEC. 29 - TWP. 21 N. - RGE 4 E.M. APP. NO 09-100178-SU SHEET 6 OF 7 f BINDING SITE PLAN A Abbey Road Group Land Development e oa BINDING SITE PLAN P. 0. Box 207, Puyallup, WA 98371 A a JOB NO- �,, (253) 435-3699, Fax (253) 446-3159 (A 07-179 Rq- 11.51' 11.73' TURN LANE ..._ POWER/ -- - Su VAULT Q2 x ,-- .-•.-- x - x x w w + co WATER VAULT x BLOCK BLDG. FIN FLR 238.90 a CB 1 0 RIM = 234.24 x IE 8" PVC (N) = 231.94 0 IE 12" CMP (S) = 230.39 FIN FLR 238.99 u E O � LO I G DOC 2347 m x O OFFICE r� CB RIM = 244.11 FIN FLR 239.0 IE12"CMP (S)=232.16 N / SDMH® RIM = 239.59 LL-IE 12" CMP (W) = 229.39 � FIE 12" CMP E = 229.39 25' BOUNDARY LINE P UTILITY LINE - - - - - - - - - - - - - - GRAVEL '' PAVEMENT x x FENCE BUILDING LINE SD STORM LINE SS SEWER LINE W WATER LINE ----- x ----_ ___ o - - - - - - - - ----- _ -_-_ RI x -__ _ -- x W t\ GRAVEL D_ E P °D �- ----- _ ---_ - P GRAVEL PARKING i FIN FLR 244.74 `. \ ! x FIN FLR 245.71 SD SD S D CE3 / x U3 RIM = 243.14 IE 18" CMP (W) = 231.79 i \� �FIN FLR 240.02 O �-12" CMP �J x IE 230.96 Z12" CMP 0 IE = 229.54 x x x x x N o N Abbey Road Croup Land Development Services Company, LLC 923 SHAW ROAD, PUYALLUP, WA 98372 P. 0. Box 207, Puyullu , WA 98371 (253) 435-3699, Fax (253) 446-3159 PLANTER r-AREA ! !! x r , ! f � � x i i i O� x SDMH RIM = 245.59 IE = 238.59 -� x 12" CPP x IE= 237.99 ---,__ 3' TO BE DEDICATED TO THE---'` T CITY OF FEDERAL WAY x x x x x x 12" CPP IE= 239.21- S r INDING SITE PLAN col I co 3 I N 0 A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 29 ~ TWP. 21 N. ~ RGE 4 E.M. SSMH RIM = 256.31 IE 8" 247.16 IE 6" V= = 247.26 LADDE= NE U Cn P t 30' a 33 12" SDR 35 IE= 244.76 cn � 3 a co U) I 3 I a - a CnI I it RIM = 244.52 IE 8': (N) = 236.33 IE 8" S = 236.19 IE 6" E = 236.33 CB RIM = 241.57 IE 12" (SE) = 237.47 SDMH RIM = 242.21 IE 12" N S) = 237.31 IE 12" W) = 237.36 RIM = 241.47 IE 12" (NE) = 237.97 FOR: APP. NO 09-100178-SU SHEET 7 OF 7 BINDING SITE PLAN ST FABRICATION 1 "= 100' IRS 07-179 SL