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14-102355 PLANSPANTHER LAKE ELEMENTARY SCHOOL ACP ASPHALT FH FIRE HYDRANT CONCRETE FCIC FOR CALLOUTS IN PAVEMENT COMMON ALUM ALUMINUM FT FEET BLT BUILT HT HEIGHT CB CATCH BASIN LOC LOCATION CJ CONTROL JOINT LT LIGHT CENTERLINE MAX MAXIMUM CONC CONCRETE MIN MINIMUM CONST CONSTRUCTION OC ON CENTER CONT CONTINUE, P PORTABLE CONTINUOUS PAR PARCEL CSBC CRUSHED R RADIUS SURFACING BASE SD STORM DRAIN COURSE SF SQUARE FEET DEMO DEMOLITION T THICK DIM DIMENSION TYP TYPICAL DN DOWN W WIDE DS DOWNSPOUT W/ WITH (E) EXISTING WWF WELDED WIRE EA EACH FABRIC (E) MAIN BLD (E) ACCESSIBLI ROUTE OF TRA (E) CROSSWALI ZONE RS 35000 (E) ACCESSIBL'. STALLS (E) COVERED f STRUCTURE 50' YARD SETS 10 SITE PLAN SCALE 1" = 100' 0 100' 200' VICINITY MAP -+ SITE ADDRESS 34424 1st AVENUE SO FEDERAL WAY, WA 98003 TAX LOT NUMBERS LVIVL Lv1vL BN N RM 1800 W E S p q1I I I J I CODES INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION WASHINGTON STATE AMENDMENTS WAC 51-50* INTERNATIONAL MECHANICAL CODE (IMC), 2012 EDITION WASHINGTON STATE AMENDMENTS WAC 51-52* INTERNATIONAL PLUMBING CODE (IPC), 2012 EDITION WASHINGTON STATE AMENDMENTS WAC 51-56 & WAC 51-57* INTERNATIONAL FIRE CODE (IFC), 2012 EDITION WASHINGTON STATE AMENDMENTS WAC 51-44* NATIONAL ELECTRICAL CODE (NEC), 2009 EDITION ACCESSIBILITY CODE WAC 51-50* WASHINGTON STATE ENERGY CODE WAC 51-11 * * CURRENT STATE AMENDMENTS 20' YARD SETBACK (E) CONC WALKS (E) FIRE LANE PROPOSED PORTABLE CLASSROOM ZONE OP 20' YARD SETBACK PROJECT DATA PARCEL NUMBERS 2021049110 2021049182 SUMMARY OF WORK ADD (1) DOUBLE CLASSROOM PORTABLE (1792 SF) AND RELATED SITEWORK LAND USE ZONE OP OFFICE PARK SITE DATA AREA 11.15 ACRES r PARKING STALLS 78 INCREASE IN IMPERVIOUS AREA Z� 2300 SF EXISTING MAIN BUILDING DATA AREA 45,145 SF CONSTRUCTION TYPE VB USE E,A FIRE ALARM YES FIRE SPRINKLERS YES PROPOSED PORTABLE DATA 1 �9 5 f AREA (APPROX)6 SF HEIGHT APPROX 15 FT CONSTRUCTION TYPE VB USE E FIRE ALARM YES FIRE SPRINKLER NO VALUATION PORTABLE (FOUNDATION, RAMP, STAIRS) $50,000 SITEWORK $50,000 ELECTRICAL $75,000 TOTAL $175,000 GENERAL NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING SCOPE OF PATCHING AND RESTORATION WORK REQUIRED FOR COMPLETION OF ALL WORK. ALL PATCHING SHALL MATCH E CONDITIONS UNO. 2. ALL UNDERGROUND UTILITIES ARE NOT SHOWN. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WORK. CONTACT THE UNDERGROUND LOCATION SERVICE @ 1-800-424-5555 @ LEAST 48 HOURS PRIOR TO COMMENCEMENT OF WORK. CONTACTS OWNER Federal Way School District #210 31405 18th Avenue South Pcrlcrnl XA/n" XAio apom ARCHITECT GREENE—GASAWAY ARCHITECTS PO BOX 4158 FEDERAL WAY, WA 98063-4158 CONTACT CALVIN GASAWAY TELEPHONE (253) 941-4937 CIVIL AHBL, INC. 2215 N 30 St Suite 300 TACOMA, WA 98403 CONTACT BILL FIERST TELEPHONE (253) 383-2422 NDEX ARCHITECTURAL Al GENERAL INFORMATION & SITE PLAN A2 ENLARGED SITE PLAN & RAMP PLAN CIVIL C1.0 COVER SHEET C1.1 TESC AND DEMOLITION PLAN C1.2 CIVIL SITE PLAN C1.3 NOTES AND DETAILS PORTABLE CLASSROOM Al FLOOR PLAN A2 EXTERIOR ELEVATION A3 SECTIONS A4 DETAILS A4.1 FIRE BARRIER DETAILS E1.0 ELECTRICAL PLAN M1.0 MECHANICAL PLAN F1.0 FOUNDATION PLAN PORTABLE FOUNDATION 1 OF 1 ACCESS RAMP & STAIRS ELECTRICAL SEPARATE PERMIT :D UEWE 201z 3. PERFORM ALL WORK EXCAVATION, BACKFILL, COMPACTION, & RESTORATION REQUIRED TO COMPLETE WORK. 4. FILL DEPRESSIONS LEFT BY REMOVAL OF STUMPS, DEBRIS, EXCAVATIONS & ALL REMOVED IMPROVEMENTS. 5. RESTORE ALL STM SWR, SAN SWR, WATER, GAS & IRRIGATION LINES ACCESSORIES & APPURTENANCES DAMAGED BY WORK. ELECTRICAL HULTZ f BHU 1111 FAWCETT AVE Suite 100 TACOMA, WA 98402 CONTACT SERI HAMM TELEPHONE (253) 383-3257 PORTABLE PACIFIC MODULAR BUILDINGS WILLIAMS SCOTSMAN, INC 16000 CHRISTENSEN RD STE 250 TUKWILLA, WA 98188 CONTACT STEVE YAN TZER TELEPHONE (206) 246-1623 RAMP SYSTEM WELCOME RAMP SYSTEMS 915 N CENTRAL AVE KENT, WA 98032 CONTACT TERRY GORDON TELEPHONE (866) 935-9255 # Federal Wal Public drools 71 } 0 0 0 U ryo c) N W U Z � W 0 20 W z Q U) o w U) N W <�� J � 9 o CD U w z re0o J — W CIOM =dCL� �— F— cy � w zry--j <0< 0:� w w CLw CD w c"') tt� 0 00 0) N cV HL' LLI H Q M J a�a to ■ Q _L Cp W ce)� W Q N W m J C7 CL 1— o >� DATE: 15 MAY 2014 m M M `M W AlN Z O �v r-- � � cr > <> rn Q RECEIVED rn � o rn 0 C n rn O cD 0 Z 3 D rn CITY OF FEDERAL WAY CDS 0 D r rn PANTHER LAKE ELEMENTARY SCHOOL -PORTABLES A PORTION OF THE NE. 1/4 OF THE NW. 1/4 OF THE SW. 1/4 OF SEC. 20, TWPw 21 N., RGE. 4 E KING CO 1 J r52,13 8"; (W) UNITY, WASHINGTON / �r 6•?' . ';1T- j jck } a x^\' ` �,.✓ « u;s.- '`� ,�;j gi> l `t = .i".."`:..,w. .r•.�s"' i, n.:S fiJ t �.� Fes. SITE , SW a ,`_2 1 s � %r, � i : , ••^'. •• � __ ._,..,. __.... ,..., <� ,+ � O a`CAMP/ � .yam„' tJS ti 11j,.. _ _. � , ST FRANC{: ;a d t i I f x ° M s'. / :." t r rl f!) ,;`�.. , `"r �� '~ W HOSPITAL t � fJ f�j1�'r %,� L� `r, � , _ �_..r.::s^i . \ \ s�`�-'`�N�f�� ,r" ✓r� , \ � € ; l= I �, �• y;-' ... _______',__.�,._.__,,,,,... , ,., , fit,`, �, �� r"y ,,. .> \ � .l'� � t a � 'Z � ` f ` i � � .5 :.i. :!i°�` I __„__._..� ` :.�' °`.^-„' .t `'i '�r;,%4 "�4 „V`,:"�,` "\ 'w „� �� \,�t L-'s �,s's��1 i ,✓'� ","�i✓',r\ ,\� `�� .e�'r `- hLS34 f ''\ , i` ., W.M. gD.�.____ , , .._.. �•--1 .'.+a��.' �t t� � - i� �. �• Ste''.,,,,/ i ,�,Y' ram I 17= y t `"`^-i- � �"� '�� •�%" 1 `•"`h�e��f yid �V` � /�� 1 "' � e ti.<`,v � 'r;"^ C✓ t � � � �� . WEST k 99 � HYd.,Ei3{�S r 41 E. / iMK ri s F8 i# a :�� - ,,/r,,v r.,✓ �,„ ;r;'1�`.�:C �'Px, .�`,�. s�'. /% �\ VICINITY MAP p i M� 01, ljij £ NOT TO SCALE _^ OWNER: CIVIL ENGINEER:. FEDERAL WAY SCHOOL DISTRICT 210 AHBL, INC 31405 18t1, AVENUE SOUTH 2215 NORTH 30 S T SUITE 300 th TREE , FEDERAL WAY, WASHINGTON 98003 TACOMA, WASHINGTON 98403 / t CONTACT: ROD LELAND CONTACT: WILLIAM FIERST, P.E. PH: (253) 945-2000 PH: (253) 383-2422 FAX: (253) 383-2572 ARCHITECT: AR C C SITE DATA. GREENE-GASAWAY ARCHITECTS, P.L.L.C. SITE AREA: 11.15 ACRE. N P.O. BOX 4158 (485,710 S.F I." { FEDERAL WAY, WASHINGTON 98063-4158 OCCUPANCY TYPE: E { `` wAH13L E CONTACT: CALVIN GASAWAY TYPE OF CONSTRUCTION: 513 R s PH: (253) 941-4937 TOTAL EXISTING AND ��j i ` i �—j i f t FAX: (253) 941-5122��/' PROP88EB-PARKING: 78 STALLS` TOTAL EXISTING GROSS FLOOR AREA OF ALL FLOORS: ��1 �—� � / TOTAL PROPOSED S FLOOR \ r OS GROSS O AREA 45,145 S.F. � `ifi. / 4 'i j ^� OF ALL FLOORS: 1 764 S.F. X- I Iti f£i !1 �£ ~i_$ UTILITIES/SERVICES: " « i, - TOTAL EXISTING AND PROPOSED — � ">, —� n J GRAPHIC SCALE GROSS FLOOR AREA OF ALL FLOORS: �90".F. WATER: LAKEHAVEN UTILITY DISTRICT i 0 25 50 100. FEET SEWER: LAKEHAVEN UTILITY DISTRICT SITE ADDRESS: ' fteToi POWER: PUGET SOUND ENERGY (PSE) ;ff `fir `� , l GL}�� ax TELEPHONE: CENTURY LINK 34424 1ST AVENUE SOUTH �lt✓% w 1 = 50 FEET FEDERAL WAY, WASHINGTON 98003 �... 'rW r S �6-- -C,. HORIZONTAL DATUM: PARCEL NUMBER: WASHINGTON COORDINATE SYSTEM, NORTH 2O21049110 ZONE. NAD '83('91) t"J"BASED ON GPS OBSERVATIONS FROM CONTROL VERTICAL DATUM. POINT ESM-71, A LOCAL POINT OF CONTROL CITY CITY OF FEDERAL WAY ( GVD 2 ) V �� ;� . �, � ESTABLISHED BY GPS OBSERVATIONS OF N 9 - /l �V, f , OF FEDERAL WAY PUBLISHED CONTROL M`�': 1` s BENCHMARKS:NETWORK POINTS 124, 179 AND 180 AND NGS BASED ON A CLOSED LOOP LEVEL CIRCUIT FROM ,. �; r tt PUBLISHED POINT "BROWN". CONTROL POINT ESM-71, A LOCAL POINT OF ._ M: f�`T_�' ; St BM #1 ESM 71 CONTROL ESTABLISHED BY GPS OBSERVATIONS 't f N = 109543.294 CITY OF FEDERAL WAY PUBLISHED CONTROL ESM #20005 _ } w r r:. E = 1270341.451 NETWORK BENCHMARKS 2172-4-1 AND 2165-69-1. PK NAIL IN CONCRETE WALK ELEVATION = 223.23 ;�, NORTHING=110412.400 / iif'�l'l r`.�`rl� s EASTING=1267972.270 Pot�� ;t.� 'f LEGAL DESCRIPTION SCHOOL SITE: EL.=270.91 t ! IJ: a ~ `" ` ' BY CHICAGO TITLE DATED NOVEMBER 20 2007 AND SUPPLEMENTAL � PER TITLE REPORT NO. 1251085, , �• 5 i ` 1 AGREEMENT #1 DATED MARCH 12, 2008. (� i1 1 ESM #20007 ! PK NAIL IN CONCRETE WALK .4, 5 � '- i THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20 IN TOWNSHIP 21 P(aG 1 �/ Otc,51 W. -� t / / t z P t �r - °. t Alt ! •�'"""" _ ff it n' £ i ' i3 £ is r �+�r �.� �� 7 t>. t � `� 7� ..Fe t '\,�, � •'g<�>' 3 y y. \ r °aza �'r✓ � -... ��ry�� 1 „ l Sa ..,« ' 3 i 3e....-.-..-.•.. .NS> �,. ,.�+�.,,.. "'�,i�f frt: ,s- 5.::I p _ :i =,}, - � �n �# � a 'T ^ f i to < :.s fir t� t '. ____ k` •�\e�;f>> " NORTH ING=1 10614.665 NORTH OF RANGE 4 EAST W.M. IN KING COUNTY, WASHINGTON; EASTING=1267955.493 EL.=269.01 TOGETHER WITH THAT PORTION OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 20, BM #3 LYING SOUTHEASTERLY OF 1ST WAY SOUTH AS CONVEYED UNDER RECORDING NO'S. 7304300579 AND ESM #20011 7306070524 AND LYING SOUTHWESTERLY OF THE KING COUNTY LIBRARY SITE AS CONVEYED TO KING COUNTY PK NAIL IN ASPHALT LIBRARY SYSTEM UNDER RECORDING NO.8912291911, SAID LINE DESCRIBED AS FOLLOWS: `� E / f NORTHING=110402.556 COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF 1ST PLACE SOUTH RIGHT OF WAY AS EASTING=1268235.461 Mt` EL.=268.23 EXTENDED SOUTHEASTERLY, WITH THE SOUTHEASTERLY MARGIN OF SAID 1ST WAY SOUTH RIGHT OF WAY; THENCE SOUTH 66020-00" WEST, ALONG SAID MARGIN, 29.59 FEET TO A POINT OF TANGENCY; �':i\ THENCE CONTINUING ALONG SAID MARGIN, ON A CURVE TO THE LEFT WITH A.RADIUS OF 750.00 FEET i AND A CENTRAL ANGLE OF 10 43 36 A DISTANCE OF 140 41 FEET TO THE TRUE MnT O • OI F BEGINNING OF SAID LINE; THENCE SOUTH 34023'36" EAST TO THE SOUTH LINE OF SAID SUBDIVISION AND THE TERMINUS OF SAID LINE; EXCEPT THE WEST 40 FEET THEREOF AS CONVEYED TO KING COUNTY FOR 1ST AVENUE SOUTH UNDER RECORDING NO'S. 5132057, 5326222, 5329218 AND 5331647. IF SHEET IS LESS Know what's below. Call before you dig. 22" x 34" SCALE ACCORDINGLY T A C O M A- SEATTLE - SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAx www.ahbi.com WEB Protect Title: PANTHER LAKE ELEMENTARY SCHOOL PORTABLES Client: GREENS-GASAWAY ARCHITECTS, P.L.L.C. P.O. BOX 4158 FEDERAL WAY, WASHINGTON 98063 (253) 941-4937 Job No. 2140205.10 Issue Set 8 Date: PERMIT SET MAY 12, 2014 a N0110E AL'IERAT{ON OF TNS DOMW(T SHALL MALDATE THE PROFTSWM SEAL AN SIGNATURE REMUM OF 71R,S DOO NW DOES NOT DEROGATE FROM RESERVED OTRMW MM IN IT. TM DOCINW S FOR USE ONLY FOR THE PR= IDETflM W 7W TIRE MM AND is NOT TO BE USED FOR FVAR, RE14M OR ADDITION TO THAT PftW OR FOR ANY GM PRDW. A A Revisions: Sheet Title: COVER SHEET Designed by: Drawn by: Checked by, A. BRAUN M. STEWART W. FIERST Sheet No. C1 0 ■ 1 of 4 Sheets I PANTHER LAKE ELEMENTARY SCHOOL -PORTABLES A PORTION. OF THE -NE. 1/4 OF THE NW. 1/4 OF THE SW. 1/4 OF SEC. 20, TWPm 21 N., RGE. 4 E., W.M. 'V, — — — \41 7 t _ ( { - e -- l /.., 4 , ADAPTER SKIRT RETRIEVAL STRAP 36"_ OVERFLOW GEOTEXTILE (TO BYPASS PEAK STORM FABRIC VOLUMES) 24" CATCH BASIN—\ SEDIMENT ACCUMULATION INLET SEDIMENT PROTECTION J , l KING COUNTY, WASHINGTON 1" = 20 FEET STANDARD EROSION CONTROL NOTES 1. ON -SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORM SYSTEM BY THE GOVERNING AUTHORITY SHALL BE CORRECTED BY THE CONTRACTOR. 2. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION MUST CEASE AND THE CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION OR MITIGATION MEASURES. RESTORATION ACTIVITY SHALL CONTINUE UNTIL SUCH TIME AS THE PROBLEM IS RECTIFIED. 3. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THIS DRAWING SHALL BE INSTALLED PRIOR TO OR AS THE FIRST STAGE OF SITE PREPARATION. 4. THE CONTRACTOR SHALL INSPECT THE INLET SEDIMENT TRAPS FOR SEDIMENT ACCUMULATION WEEKLY. REMOVE ALL SEDIMENT FROM THE TRAPS WHEN 6" OF ACCUMULATION HAS OCCURRED. AT THE COMPLETION OF CONSTRUCTION ALL INLET SEDIMENT TRAPS AND DEBRIS SHALL BE REMOVED FROM THE SITE. HYDROSEEDING NOTES 1. HYDROSEEDING SHALL BE APPLIED TO ALL DISTURBED NON -PAVED SURFACES. 2. HYDROSEEDING TO BE THE FOLLOWING MIXTURE: TYPE OF PROPORTIONS PERCENT PERCENT MIXTURE BY WEIGHT PURITY GERMINATION PERENNIAL RYE GRASS 40% 90% 90% CREEPING RED FESCUE 40% 90% 90% PREINOCULATED WHITE DUTCH CLOVER 10% 95% 90% HIGHLAND BENT GRASS 10% 90% 90% 3. APPLICATION TO BE 100 LBS/ACRE. 4. 500 LBS/ACRE 10-20-20 FERTILIZER, 2000 LBS/ACRE MULCH AND 40 LBS/ACRE SOIL STABILIZER TO BE APPLIED WITH SEED MIXTURE. GENERAL NOTES 1. REMOVE EXISTING SOD AND TOPSOIL AS NECESSARY TO PROVIDE IMPROVEMENTS. CONTRACTOR SHALL DISPOSE OF SOD AND EXCESS MATERIAL OFF -SITE. 2. REPAIR PAVING IF DAMAGED DURING PLACEMENT OF PORTABLE. 3. PROVIDE INLET SEDIMENT PROTECTION PER DETAIL 1 4. CONTRACTOR SHALL HYDROSEED ALL DISTURBED NON -PAVED SURFACES PER THE HYDROSEED NOTES ON THIS SHEET. 5. PROTECT EXISTING PLANTS AND VEGETATION TO REMAIN. 6. DEMOLISH EXISTING IRRIGATION LINES WITHIN PORTABLE LIMITS. ADJUST EXISTING IRRIGATION SYSTEM WITHIN VEGETATION TO REMAIN. MULCHING NOTES 1. MULCH MATERIALS USED SHALL BE HAY OR STRAW, AND SHALL BE APPLIED AT THE RATE OF 2 TONS/ACRE. 2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2:1. 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4. ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1. LEGEND INLET SEDIMENT PROTECTION ® IP 1 CLEARING LIMITS CL / SILT FENCE X X SF 3 { : +I - � k___ di (fxt, e CATCH BASIN INLET PROTECTION NOTES AS APPLICABLE: 4ZL.- 1. PLACE CONCRETE BLOCKS LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND THE PERIMETER OF THE INLET, SO THAT THE OPEN ENDS FACE OUTWARD, NOT UPWARD. THE ENDS OF ADJACENT BLOCKS SHALL ABUT. THE HEIGHT OF THE BARRIER CAN BE VARIED, DEPENDING ON DESIGN NEEDS, BY STACKING COMBINATIONS OF BLOCKS THAT ARE 4 INCHES, AND 12 INCHES WIDE. THE ROW OF BLOCKS SHALL BE AT LEAST 12 INCHES, BUT NO GREATER THAN 24 INCHES, HIGH. 2. PLACE WIRE MESH OVER THE OUTSIDE VERTICAL FACE (OPEN END) OF THE CONCRETE BLOCKS TO PREVENT STONE FROM BEING WASHED THROUGH THE BLOCKS. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 112 INCH OPENINGS. 3. PILE STONE AGAINST THE THE WIRE MESH TO THE TOP OF THE BLOCKS. USE 3/4 TO 3 INCH GRAVEL. 4. PLACE WIRE MESH OVER DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FOOT BEYOND EACH SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH OF 1/2 INCH OPENINGS. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, OVERLAP THE STRIPS. 5. PLACE FILTER FABRIC OVER WIRE MESH. PLACE 3/4 INCH GRAVEL OVER WIRE MESH. THE DEPTH OF STONE SHALL BE AT LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES. 6. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY FROM THE INLET AND CLEANED OR REPLACED. 7. IF THE CB GRATE BECOMES CLOGGED WITH SEDIMENT, CONTRACTOR SHALL BE RESPONSIBLE TO IMMEDIATELY CLEAN DEBRIS FROM GRATE. Know whars below. Call before you dig. T A C O M A- SEATTLE - SPOKANE - TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253,383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Prolect Title: PANTHER LAKE ELEMENTARY SCHOOL PORTABLES Client: GREENE-GASAWAY ARCHITECTS, P,L.L.C. P.O. BOX 4158 FEDERAL WAY, WASHINGTON 98063 (253) 941-4937 Job No. 2140205.10 Issue Set & Date: PERMIT SET MAY 12, 2014 NOME ALTERATION OF Ta DDgH w %w i wvAmATE THE PROFE89ONAL SEAL AND SNN me PUD uTo OF TNS DOC AOT DOES NOT DEROGATE FROM RESE M O WM IN IT. IM NOW S FOR USE ONLY FOR THE PROW M78 IN THE TIRE a = AND S NOT TO 6E USED FM WAR, REMODFJ. OR ADg110N TO THAT MUT OR FOR MY OTH R PR=. 0 A A Revisions: Sheet Title: T.E.S.C. AND -DEMOL-ITK)N=--PLAN Z., Desis tined by: A. BRAUN Sheet No. Drawn by: Checked by.. M. STEWART W. FIERST NOT TO SCALE IF SHEET IS LESS THAN 22" x 34" SCALE ACCORDINGLY 2 of 4 Sheets A PORTION OF THE NE. 1/4 OF THE NW. 1/4 OF THE SW.114 OF SEC. 20, TWPn 21 N., R En 4 E., W.M. KING COUNTY, WASHINGTON 1 w ; I " I \\ t i Ln LO 1 I w GRAPHIC SCALE 1 f i 4 \ f i i ;" Y I I /� F/�) jR► f J`� �`,. 0 10 20 40 FEET EL r = 20 FEET ti jf a\IE= 254.97 RD �. w264.50 264.34 CLEANOUT 1 L7 T RIM= 263,68 v ` 2 .31aN`y 264.27 iE=261.53 (8")` f IE=261.53 (8") f LF 8" CPEP 2.00% f f' 28 LF 8" HDPE f7.67% CLEANOUT @ RD @ RIM= 258.86 I t DS k DS IE=256.58 (8") ` ;0 IE=256.58 (s") KEYNOTES t I r `• e7 4 ° DOWNSPOUT, CONNECT TO ROOF DRAIN LINE. (' 3 LF &" CPEP @ 2.00°10 rlv/ L10 d y ASPHALT PAVEMENT 2 HOT TAR SEAL JOINT. i ' 3 PORTABLE CLASSROOM PER MANUFACTURER'S DRAWINGS. r O ROCK PAD FOR BASIC DISPERSION C1.3 E i st ! j}f S t ' , s ' 1 ' l :j ! I I IE= 254.94 r / I f j 1 CLEANOUT / } 262.7 _ / GENERAL NOTES c /f RIM= 25872 _ / / ' IE=256.72=(8"} i ! 1. CONTRACTOR SHALL VERIFY EXISTING AND PROPOSED GRADES BEFORE COMMENCING WORK. CONTACT ENGINEER IF ACTUAL GRADES DO NOT REFLECT GRADES OF TOPOGRAPHICAL SURVEY. 262.44 /� 2. ADJUST EXISTING UTILITIES WITHIN WORK LIMITS TO FINISHED GRADE. i 4. r I �C ' 05 f ', / i 3. BEDDING AND BACKFILL IN PIPE TRENCHES PER DETAIL 17 4. ENSURE POSITIVE DRAINAGE MAINTAINED AWAY FROM PORTABLES. s 7 \ / 62.35 i SOIL SHALL NOT BE PLACED AGAINST SKIRTING. ...«_ W .»,.,.- ,,.,... ,-._„ .«.... � € ,...,.i ,_ _........ W ,,._... ..,.-» -..-.. $Y _. ..._ ,.._... ...._. _ }, j -_ -+. .. .. ` ..._. �},(�s `SIy } sll r i+ r c 7 -(i tt t 5. ALL EXCESS SOIL MATERIAL AND CONSTRUCTION WASTE SHALL BE ` / 1 �" DISPOSED OF AT AN APPROVED OFF -SITE LOCATION. „. ✓ / f� 3L�8"HDPE@2.0,0% s DS 'DS \ 6. RESTORE IRRIGATION IN DISTURBED VEGETATION AREAS. \ 3 LF 8" HDPE�ic `8.18%� --- r-- M - `-'f'' ✓ RD ° 2� ? `�� 7. RESTORE DISTURBED LAWN AREAS WITH TOPSOIL AND HYDROSEED 28 LF 8 HDPE .56 /o t �\ �''_..`` a _ _ E NOTES CLEANOUT @ ��8, I PER HYROS EDING NO S ON SHEET CIA. RIM= 260.37 IE=258.37 (8 ") RIM= 258.31 �6F IE=258.37 (8") / IE=256.25 (8") : ?peroIE=256.25 (8") LEGEND IE=256.25 (8") E IE= 256 48 ROOF DRAIN LINE RD \ ASPHALT CONCRETE PAVEMENT STRUCTURE -0 STORM DRAIN CLEANOUT 1 TO t> L7 f/ ,may VVV £f ` lDIJ �, Know what's b@IOW. ` _.... j: i�OXr:�i�ky.f G<s. TC�II before d f � e you i _.._ _ 3 -ROM `' LL� n , _... si ` f..., i':,J ,34 i.F\i BriRWv � i:" 3.'_i T .,S .� 1 / S - - �c,T;ED 8/9/490-s F SHEET IS LESS THAN 22" x 34" SCALE ACCORDINGLY ■ s. s ; T A C O M A - SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Protect Title: PANTHER LAKE ELEMENTARY SCHOOL PORTABLES Client: G RE E N E-GASAWAY ARCHITECTS, P.L.L.C. P.O. BOX 4158 FEDERAL WAY, WASHINGTON 98063 (253) 941-4937 Job No. 2140205.10 Issue Set S Date: PERMIT SET MAY 12, 2014 jONAL Z U" NOTICE AL7ERA7ION OF IM DOCUMENT Ma NIVM UIE THE PRMBSOM SEAL. AN0 S PAE. PISl1G170 OF RIBS DOaNW DOES NOT DEROGATE FM RESERVED ON!OW Rk M IN I7: 7M DODUMW S FM USE ONLY FOR 'ME PRMW N)f 70 NI 7IE 7171E BLOCK AND S NOT TO BE USED FOR WAR REMODEL OR ADDITION TO 7NAT PR= OR FOR ANY OM PROEOT, A A A Revisions: Sheet Title: CIVI SITE PLAN Desioned by: Drawn by: Checked by: A. BRAUN M. STEWART W. FIERST Sheet No. C1 2 ■ 3 of 4 Sheets PANTHER LAKE ELEMENTARY SCHOOL -PORTABLES A PORTION OF THE NE. 1/4 OF THE NW. 1/4 OF THE SW. 1/4 OF SEC. 20, TWPm 21 N., RGE. 4 E., W.M. KING COUNTY, WASHINGTON 3000 psi CLASS C. CONCRETE (TYP) NOTES: I �- 1. PIPE MATERIAL PER PLAN. 1'-�� 2. PIPE DIAMETER PER PLAN. 3. ABS TO PVC USE PVC ADAPTOR OR FERNCO W/STAINLESS STEEL 12"fZ'j CLAMPS OR APPROVED FIBRE JOINT EQUAL. PACKING 4. PVC TO CAST IRON OR CONCRETE USE FERNCO 45o (118) BEND W/STAINLESS STEEL CLAMPS OR APPROVED EQUAL. APN DRILL AND TAP (SPLITTIN( THE SEAM) SET MADE BOLT DOWN WITH 3/8" SS ALLEI HEAD BOLTS - 2 PLACE, 1/8" RAISE - 1/2" WIDE. BORDER STORM SEWER 10" 9" 2'-0" —1 V.."; V 4--- 4-3/4" PROVIDE WATER TIGHT PLUG LETTERING "STORM" 5/8" 4" --3/4" 8-3/4" 15" CAST IRON RING AND LOCKING COVER STORM DRAIN CLEANOUT NOT TO SCALE HMA CLASS 1/2", PG 64-22 x a a CRUSHED SURFACING �* BASE COURSE PER WSDOT 9,03-9(3) G 12" COMPACTED SUBGRADE TO 95% NOTES: 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. 2. THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACT TO 95%. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. ASPHALT CEMENT PAVEMENT SECTION NOT TO SCALE RIGID FLEXIBLE (D.I., CONC.) (CPEP, CMP, PVC) BACKFILL PAVED AREAS AND SUBGRADE ELEVATION WITHIN R.O.W. CRUSHED SURFACING TOP COURSE, WSDOT 9-03.9(3) 95% COMPACTION, 6" MAXIMUM LIFTS. NATIVE MATERIAL MAY BE USED IF IT MEETS THE REQUIREMENTS OF STRUCTURAL FILL AND PIPE AS COMPACTION CAN BE ACHIEVED SPECIFIED ON AS APPROVED BY THE PLANS GEOTECHNICAL ENGINEER. BACKFILL UNPAVED AREAS NATIVE MATERIAL OR GRAVEL 4 4 BACKFILL FOR PIPE BEDDING, 90% COMPACTION, 12" MAXIMUM 4. R LIFTS. ` d �? NOTE 0 BACKFILL MATERIAL SHALL O o d NOT HAVE PARTICLE SIZE O Q Q GREATER THAN 1" WITHIN 6" 0 4" MIN. OF THE PIPE OR THE A CONTRACTOR HAS THE „ I ... I ( GRAVEL BACKFILL OPTION TO USE GRAVEL I FOR PIPE ZONE BACKFILL PIPE ZONE T I.D. + 30" BEDDING PER BEDDING CONFORMING TO WSDOT 9-03.12(3), WSDOT 9-03.12 (3). 95% COMPACTION BEDDING A BACKFILL PIPE IN TRENCHES NOT TO SCALE ROOF DOWNSPOUT SEE ARCHITECTURAL DETAILS. 6" PVC CAP CUT HOLE TO ALLOW DOWNSPOUT TO PENETRATE WITH 1/8" CLEARANCE. 2- M 4" FINISH GRADE , 6" CLEANOUT 1--- 00%-- MIN. 6" PVC FILTER FABRIC MATERIAL (ORANk; MIRAFI 100 NS OR EQUIVALEI 2"X2"BY14GA. WI' FABRIC OR EQUIVALEI` AFFIX TO PO PROVIDE 3/4" -1 1/2" WASH GRAVEL BACKFILL IN TRENCH Al ON BOTH SIDES OF FILTER FEN FABRIC ON THE SURFA 2" X 4" WOOD POST OR STEEL FENCE POST ORANGE FILTER FABRI MATERIAL 60" WIDE ROLLS USE RINGS TO ATTACH/ ATTACH TO WIRE FABRIC SIDE VIEW - ■!!!!!!■!■!!!!!■!!!!!!1■■I■■!!e! -moms MMMOMM e!!!!!■!!!!!■!!■!!!!■I■■I!OF . , D■!!!!!!!!!!!NP—m■!1■■1!■!!!! ■!!!!!!!!!!!!!■!!!!!I ■!■!!!!!!!!!!!!■■■■1 ■o!!!�i !!!!!■!!!!l80r ul ----..■■■..._--- C mom !■o ■ ■ 1!■!■■■ ■■I!!!!!! �lii ii � 1 SILT FENCE DETAIL NOT TO SCALE \INV 6" PVC SCH. 40 TYP. PROVIDE FITTINGS AS REQUIRED DOWNSPOUT CONNECTION DETAIL NOT TO SCALE _ _NOTES: 1. THE FILTER FABRIC HALL BPURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST WITH A MINIMUM SIX-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF SIX FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30") 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY EIGHT INCHES WIDE AND TWELVE INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST ONE INCH LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF FOUR INCHES AND SHALL NOT EXTEND MORE THAN THIRTY SIX INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND TWENTY INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN THIRTY SIX INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE (S) APPLYING. 2" X 2" BY 14 GA. WIRE FABRIC OR 7. THE TRENCH SHALL BE BACKFILL WITH 3/4 INCH MINIMUM DIAMETER WASHED EQUIVALENT GRAVEL. BURY BOTTOM OF 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR FILTER MATERIAL USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN IN 8"X12" TRENCH PERMANENTLY STABILIZED. 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED 'X 4" WOOD POSTS, REPAIRS SHALL BE MADE IMMEDIATELY. STANDARD OR BETTER, 10. CONTRIBUTING LENGTH TO FENCE SHALL NOT BE MORE THAN 100 FEET. OR STEEL FENCE POST 11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. 12. DO NOT DRIVE OVER OR FILL OVER FILTER FABRIC FENCE. 5' 3 1 2' 0000000 0000 01 000 000 000 0 00000 0 I N 0 0 0 0 0 0 0 0 INLET/OUTFALL PIPE 0 O O O 0 000000000000000 0 0 0 O O O / PLAN / EXISTING AND/OR PROPOSED GROUND G U O O O O O FILTER FABRIC 6" DEPTH WELL GRADED QUARRY SPALLS PER WSDOT 9-13.6 6 ROCK PAD FOR BASIC DISPERSION NOT TO SCALEE4 10 4 ; A 5 , r r Know what's below. Cal before you dig. IF SHEET IS LESS THAN 22" x 34 SCALE ACCORDINGLY T A C O M A - SEATTLE • SPOKANE • TRI-CITIES ?215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: PANTHER LAKE ELEMENTARY SCHOOL PORTABLES Client: GREEN E-GASAWAY ARCHITECTS, P.L.L.C. P.O. BOX 4158 FEDERAL WAY, WASHINGTON 98063 (253) 941-4937 2140205.10 Issue Set & Date: PERMIT SET MAY 12, 2014 NOME ALMAION OF THIS DOOU M SHAL WYADATE THE PROfMSIONAI. SEA. AND SNNUITURE MJMYA70 OF M MN W M NOT DMUIE FROM RE'Sf O ONMW WO W fT. THIS BMW IS FOR USE CKY FOR THE PR W WTM W M M M= AND IS NOT TO RE USED FOR WAR RE1dM OR ADDtM TO THAT PRO.EOT OR FOR ANY OM PR=. A A 0 A Revisions: Sheet Title: NOTES AND DETAILS Designed by: Drawn by: Checked by: A. BRAUN M. STEWART W-FIERST Sheet No. C1 3 ■ 4 of 4 Sheets PANTHER LAKE ELEMENTARY SCHOOL - PORTABLES A PORTION OF THE NE. 1/4 OF THE NW. 1/4 OF THE SW. 1/4 OF SEC. 20, TWPm 21 N., RGE. 4 E., W.M. KING COUNTY WASNINUIUN SSAr R.M=264,7,9k E=251.67 `I .7Cff k $ , id I " £. j{J \`?Y` `�\ � \\ £ 3 € £ s ®4�W �. i..,_.«vw. � i mow..,}. ` ti•.. .,✓p !y f , /11, . 51 j� / i�,,.,,�, \ � f �` S ' jjf p jj �,: { ✓' ¢ 'f .........._... .a, .z .b �F 1 IC"1 , : �''. ✓�'./ ./�' \ .� I J ,)'• —/,00 '-,•..,.��`<✓ CIVIL ENGINEER: AHBL, INC 2215 NORTH 30th STREET, SUITE 300 TACOMA, WASHINGTON 98403 CONTACT: WILLIAM FIERST, P.E. PH: (253) 383-2422 FAX: (253) 383-2572 SITE DATA: T A C O M A - SEATTLE • SPOKANE ' TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: PANTHER LAKE ELEMENTARY SCHOOL PORTABLES Client: FEDERAL WAY SCHOOL DISTRICT 210 31405 18th AVENUE SOUTH FEDERAL WAY, WASHINGTON 98003 (253) 945-2000 Job No. 2140205.10 Issue Set & Date: PRE -APPLICATION _t , ,�� SUBMITTAL .0 p( j) GREENE-GASAWAY ARCHITECTS, P.L.L.C. SITE AREA: 11.15 ACRES H ,... P.O. BOX 4158 APRIL 15, 2014 x "} ( = ` 98063 4158 485,694 q F ) N FEDERAL WAY, WASHINGTON - OCCUPANCY TYPE: E F„ AHBL CONTACT: CALVIN GASAWAY TYPE OF CONSTRUCTION: 5B ttvj1 �; , s PH: (253) 941-4937 TOTAL EXISTING AND { Vf4'` 122 P FAX (5) 41 5 _� _ "� �` �j1 � � t �%��/!, � � 2 3 9 - y/�///y1•' ( � ��=""� PARK N�_.__ 78 STALLS _•�� E0 OTAL GROSS FLOOR AREA € Y,'I£ gj �� 3 + t__. _ • , .a /OF ALL PROPOSED FLOORS: 7,168 Sq. Ft. e % 5 "'� '�,.F y 'i 7. ' �, � \ � _ g t ' j 3,f `"�£ € ._ __,,�'-'.. "SL _.".J^^• � i...,.. ,w_. `f - 1 - ;; UTILITIES/SERVICE " _I � ..._.. 4- 1 GRAPHIC SCALE - SITE ADDRESS: WATER: LAKEHAVEN UTILITY DISTRICT 34424 1ST AVENUE SOUTH <_ ? �w i r ;:,( + N r 0 25 50 100 FEET SEWER: LAKEHAVEN UTILITY DISTRICT FEDERAL WAY WASHINGTON 98003 fo 64.0 All��- .� / POWER: PUGET SOUND ENERGY (PSE) 10 : { � £ � _ � � ?`� � � ,I, f _ � � 08. TELEPHONE: CENTURY LINK .. = 50 FEET ((¢2p HORIZONTAL DATUM: PARCEL NUMBER: S I I 52,34 F l i ." " - I"'� w WASHINGTON COORDINATE SYSTEM, NORTH 2O21049110 ( f ` } � �� « �"`/` FUTURE PORTABLES ZONE. NAD '83('91) '"(S { X ; y, . . r. V~ �-✓" ..^' �d ✓'°`•,\ 4 . V MM III.^µ .�c, ._...„..,,.„,... S y 3 4•--•��Y "," K- f i'> A S;_ BASED ON GPS OBSERVATIONS FROM CONTROL ■ VERTICAL DATUM: iii €. I% - POINT ESM-71, A LOCAL POINT OF CONTROL ,- •.. - — ? ETLAND AREA ESTABLISHED BY GPS OBSERVATIONS OF CITY CITY OF FEDERAL WAY. (NGVD 29) £ i i I 1 ✓" max.._..:„....-",_....."' �-, '"""'" - 99 OF FEDERAL WAY PUBLISHED CONTROL i t i _ -' ■ NETWORK POINTS 124,179 AND 180 AND NGS BASED ON A CLOSED LOOP LEVEL CIRCUIT FROM I PUBLISHED POINT BROWN ` T ��' PUBLISH CONTROL POINT ESM-71, A LOCAL POINT OF 1 ` p� 1� BM #� ESM 71 CONTROL ESTABLISHED BY GPS OBSERVATIONS i l'a #� ESM #20005 = � "`� N 109543 294 CITY OF FEDERAL WAY PUBLISHED CONTROL E = 1270341.451 NETWORK BENCHMARKS 2172-4-1 AND 2165-69-1. I ° PK NAIL IN CONCRETE WALK ELEVATION = 223.23 i �.. ru= NORTH ING=1 10412.400 EASTING=1267972.270 ?a'014 i i i{ t ( t EL.=270.91 BM #2 LEGAL DESCRIPTION SCHOOL SITE ■ ri' / k' % 'I _ "' ESM #20007 PER TITLE REPORT NO. 1251085, BY CHICAGO TITLE DATED NOVEMBER 20, 2007 AND SUPPLEMENTAL � �:� AGREEMENT #1 DATED MARCH 12 2008. PK NAIL IN CONCRETE WALK = 'f NORTHING=110614.665 0£ { € EASTING=1267955.493 THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 20 IN TOWNSHIP 21 }U i EL.-269.01 NORTH OF RANGE 4 EAST W.M. IN KING COUNTY, WASHINGTON; ;j'\ _ BM #3 TOGETHER WITH THAT PORTION OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 20, ESM #20011 LYING SOUTHEASTERLY OF 1ST WAY SOUTH AS CONVEYED UNDER RECORDING NO'S. 7304300579 AND �.� t' t l 7306070524 v Ilk t i PK NAIL IN ASPHALT NORTHING=110402.556 AND LYING SOUTHWESTERLY OF THE KING COUNTY LIBRARY SITE AS CONVEYED TO KING COUNTY EASTING=1268235.461 LIBRARY SYSTEM UNDER RECORDING NO. 8912291911, SAID LINE DESCRIBED AS FOLLOWS: 1� u, a " 417,92 ' 2'RCP'N) i i i " ", v i �\ \, } ,I " , EL.=268.23 COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF 1ST PLACE SOUTH RIGHT OF WAY AS 7.78 2i'().�� ;' ? i EXTENDED SOUTHEASTERLY, WITH THE SOUTHEASTERLY MARGIN OF SAID 1ST WAY SOUTH RIGHT OF EXTE ER >• • , `{••. •F _ THENCE SOUTH 66'20'00" WEST, ALONG SAID MARGIN, 29.59 FEET TO A POINT OF TANGENCY; v, .,.. Vfl _ THENCE CONTINUING ALONG SAID MARGIN, ON A CURVE TO THE LEFT WITH A RADIUS OF 750.00 FEET i I t; ' F 1 AND A CENTRAL ANGLE OF 10-43-36", A DISTANCE OF 140.41 FEET TO THE TRUE POINT OF BEGINNING OF t \ ;; �. / I SAID LINE; --"'..... THENCE SOUTH 34°23'36" EAST TO THE SOUTH LINE OF SAID SUBDIVISION AND THE TERMINUS OF SAID LINE; { T$ { T ✓ - ..., µ "' s. °j i �.✓, �„,`"'„w✓' ,.°".a»' ....' '. 7 {a(,4"" �` a d;Y.;. _ =w • µ EXCEPT THE WEST 40 FEET THEREOF AS CONVEYED TO KING COUNTY FOR 1 ST AVENUE SOUTH UNDER RECORDING NO'S. 5132057, 5326222, 5329218 AND 5331647. - 4 Of v` M { "4^+.'tll ++++Y�1•^s ^, I ? _ { {`£� - - _ C APR 15I .. CD f ROW cl-ry OF F R , , yF rc ;....,,., ,.,;._ .. r .m+ a , � � 1 IF SHEET IS LESS THAN 22 x 34 SCALE ACCORDINGLY NOTICE ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE PROFESSIONAL SEAL AND SIGNATURE. RMCATION OF THIS DOCLWENT DOES NOT DEROGATE FROM RESERVED 001118 HP RIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECT IDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. 0 A A A Revisions: - Sheet Title: SITE PLAN Designed by: Drawn by: Checked bv: A. BRAUN M. STEWART W. FIERST Sheet No, C1 0 IIIII 1 of 1 Sheets