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09-102979 PLANS�w i \4i tt =77= 4 -41 - --4 tii 13 ILI IN. . . . . . . . . . - � ', ___; it � ��?' �.. , ; — _.......,�._.._..»__ - D l _Y_ J * � �� A.4 'i;' ...... .... .6, Jul -711 -tq 0 -7( ------------- t] p L 0� e-1 01- L. ............ 0 ------- �r 11, 2,L7 rr- +Qr L -'Imp 14;*z -7F- t7 -4, e-71 H/-j 4Mi " A t�� 'x. 40 44o -7 t7l 7, ::;717 QpTat ST _k.PMT. ST zxOT t T71, . — I Al.. I . I oil V -4- RESU ITTED OCT 2009 CITY OF F RAL WAY BUILDI DEPT. � ----- � �11--l.11.1-..,-.-.--"-,-.----"�--..---� . --, -.--I--,-.-----.----,- ----:-,,-.- --:-,j ----,--,---- ,-"--- — - _: 11-1-1--11 -j ! i"----.-.--,, --I-,- I - --- -- - , " - : I— —,=.�= —p—, i I —,--.--- ... , . - ------ - , --T 7:— =-7-�=�- --- --� =7===7 V ��- �-7'7=7—�-�- - . -------I-- --I-. I -� ------ -- . 11 I I I . 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H/ -[----- ---'---'/� {/ , �| Al | �| � I --=-----------------------�------ | ) =.-�'�_,-'_ �- , ����_ �-����._- ��-� ���� �' _ '�-'-�� �,�-_�-��.������� ������� '_ | / - . - _� +' �____^--__-__.___-_-~�_'_'- - __ - - _--- _ -. _- � --- '-_____' ___ ___--__-____-�_����.�-- / �~~ � ) � | r - { ^� i V -- ii ` ! � � ' | | | I |-« �q | ! � | \ | « `- ^~ --_=___''-- = - _-,-==-`=-__�__� _ =�11 �____-� ---__,=~~_~~=,==`_`_-='�.'==='== ,- . nr� .1-' -- — - ---- ---- - --,, - - — --, - -- - ..�- - - - � �------t, " 4�� ~� r� �\ `` ^�~. , __ - _- _'-__ -_-'- ___---_- --- I I 1-11._-_.____---_-__'_ I"�____ | � .� �'. / . ____�________~��-______-__'__ _____.____--_- ______-_-___----_,__-�._-_ .-_ ---''__-__--_-___--___--_-__'___-_' ������������l������������������������������������ I , Iva -- -, , - , " , -It tL _�. _ t�-- � �1 _� � � � `A - ~` RIM 447.66 E " PLAS. S. 445,11 E " PL S, W. 445,46 :i 1 € t yy li } s RIM 446.22 IE " PLA5. N. 443,82 E 3 ` PLAS, S. 443,87 x 1 ;V a 1 ; i \\ i i ;n DRAINMH RIM 439.40 LWLE -5 430.0:; LADDER WEST SIDE _. gx M433,79 E 1 ' CONC. 5, 43( INTERIOR PARKING LOT LANDSCAPE 70 PARKING SPACES PROVIDED TIMES 22 SF PER STALL EQUALS 1,540 SF REQ'D. 1,542 SF OF INTERIOR PARKING LOT LANDSCAPING IS PROVIDED. DROUGHT TOLERANT PLANT CALCULATION OF THE 569 TREES AND SHRUBS, 446 ARE DROUGHT TOLERANT WHICH IS 78%. ALL OF THE APPROX. 4,850 GROUND COVERS ARE DROUGHT TOLERANT THEREFORE OF THE TOTAL PLANT COUNT OF 5,419, 5,296 OR 97% ARE DROUGHT TOLERANT. PLANT LIST ACER RUBRUM 'RED SUNSET' - RED SUNSET MAPLE g 2 1/2" CAL. MEASURE PER ANSII STANDARDS 30' O.C. STREET TREES WITH ROOT BARRIER INSTALL PER STANDARD CITY STREET TREE DETAIL CHAMAECYPARIS NOOTKATENSIS 'PENDULA' 10 WEEPING ALASKA CEDAR 6' HT. SPACING AS SHOWN 23 PSEUDOTSUGA MENZIESI - DOUGLASFIR 6 HT. SPACING AS SHOWN 14 LIQUIDAMBER STYRACIFLUA = SWEETGUM 1 1 /2" CAL. MEASURE PER ANSII STANDARDS PRUNUS YEDOENSIS YOSHINO CHERRY %i���1)�1r.wII I / ���'li'1E'Al", 1 rm �F., I��.�.I�1— �lJ�.`` 11�►'��\ i _ �! III i• `��.f,�!���_ MNA �• , Fall 1 MEASURE 1 , l ' ■ <►I_' GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FEET LANDSCAPE FL -`I 45 m 0 80 9 GINKO BILOBA - GINKO 1 1 /2" CAL. MEASURE PER ANSII STANDARDS JUNIPERUS CHINENSIS 'GOLD PFITZER' GOLD PFITZER JUNIPER 5 GAL. 24" HT. 5' O.C. DROUGHT TOLERANT MAHONIA AQUIFOLIUM = OREGONGRAPE 5 GAL. 24" HT 5' O.C. DROUGHT TOLERANT RHOD. 'UNIQUE' - UNIQUE RHODODENDRON 24" H T. 5' O. C. 0 97 COTONEASTER PARNEYI - PARNEY COTONEASTER 5 GAL. 24" HT 5 O.C. DROUGHT TOLERANT 114 PRUNUS LAUR. 'OTTO LUYKEN' - OTTO LUYKEN LAUREL 5 GAL, 18" HT. 4' O.C. DROUGHT TOLERANT C3 10 THUJA 'PYRAMIDALIS - ARBORVITAE 4-5' HT. 4' O.C. Au AS ARCTOSTAPHYLOS UVA-URSI - KINNIKINNICK REQ'D 4" POTS 18" O.C. ALL PLANT BEDS DECIDUOUS TREE #i CHAINLOCK, LOCK & STAPLE TO STAKE (2) 2x2 FIR STAKES DRIVEN TO REFUSAL SET PLUMB & INLINE 2" LAYER BARK MULCH 2" DISHED EDGE PULL BACK BURLAP AND REMOVE WIRE BASKET 50/50 TOPSOIL/ NATIVE SOIL MIX IT PIT 3 TIMES (BALL DIAM. AT TOP iwiuE AT BOTTOM TREE STAKING DETAIL N.T.S. PLANT PIT 3 TIMES ROOTBALL DIAM. AT TOP TWICE AT BOTTOM — 2" LAYER BARK _= 2" DISHED EDGE — FOLD BACK TOP THIRD OF BURLAP — 50/50 TOPSOIL/ NATIVE SOIL MIX SHRUB PLANTING DETAIL Nr.S. NOTES PLANT PIT 3 TIMES ROOTBALL DIAM. AT TOP TWICE AT BOTTOM. CONIFEROUS TREE IIII�• 2x2 FIR TREE STAKE " IIIIIIIIIIIIIIIIIIIIIIII III t CHAINLOCK, LOCK IIIIII IIIIIIIIIII,• & STAPLE TO STAKE IIII IIIIIIIIIIIIIIIIIIIII€iiii " 2" BARK MULCH •�nnnunullll I 2" DISHED EDGE UNFOLD TOP THIRD OF BURLAP & REMOVE WIRE BASKET 50/50 TOPSOIL/ NATIVE SOIL MIX CONIFEROUS TREE STAKING N.T.S. COMPLY WITH ALL CITY ORDINANCES AND OBTAIN ALL REQUIRED PERMITS AND INSPECTIONS INSTALL 6" COMPOSTED TOPSOIL IN ALL PLANTING AREAS. INSTALL 3" BARK MULCH IN ALL PLANT BEDS PROVIDE TWO YEAR WRITTEN WARRANTY FOR ALL MATERIALS AND LABOR INSTALL AUTOMATIC IRRIGATION AS PER PLAN NO SUBSTITUTIONS WITHOUT WRITTEN CONSENT 0- LANDSCAPE ARCHITECT AND CITY REPAIR OR REPLACE ANY DAMAGE TO UTILITIES OR FACILITIES TO OWNERS SATISFACTION LOCATE AND PROTECT ALL UNDERGROUND UTILITIES TILL PARKING LOT ISLAND SOIL TO 18" DEPTH. DECIDUOUS TREE CALIPER MEASURED AT 4.5' MII\IMUM ABOVE ROOT BALL. CONIFEROUS TREE HT MEASURED FROM TOP OF GROUND AT TIME OF PLANTING. BIKE RACK AND BENCH LOCATION - SEE ARCH. SITE PLAN INSTALL ROOT BARRIER PER MANUFACTURERS RECOMMENDATIONS ALL PLACES TREES ARE WITHIN 6' OF PAVING. RESUBrv,�, OCT 2 1 2009 CITY OF FEDERAL Wf, BU LDING DEPT. SIAIF OF JYY" I� WASHINGION FKF ) �AN )SCAI'CAPF F AhZCHIIF(.I )AVI) H . OWMAN ('FKIIFICAIF NO. .58/ 00 co �(DO co mco I moCD Q0 �o Q) X co Q) Q0 W^Q) W M V1 �o o cat <-1 W Q0 E— WLo Lo 0 o r--) m C\I I I O «� ai � o a Q) � '> A ron A d 0 W O U W Q Sheet L-1 of 1 N 89°46'os" w N i/4 COR SEC 4 FOUND CASED BRASS MON WITH � X. (5-19-05) I d RIM 447.66 IE 8" PLAS. N. 445.31- IE 8" PLAS. S.445.11 • • .*,• IE 6" PLAS. W. 445.46 a: . d RIM 446.22 IE 8" PLAS. N. 443.82 / � . •. IE 8' PLAS. S. 443.87 •d � i H ' _ fir.► `� r d Ct'1 N �g PT STATION "Cf Z STA 1l0+85.88 � p CENTERLINE 1 CURVE DATA R=1432.69'(KCxC) .o DRAIN MH RIM 439.45 FLOWLINE N-S 430.70 LADDER WEST SIDE CO z SW CORNER OF CS a 433.79 GOV'T. LOT 2 RIEI`12' CONC. S. 430.41 N � 511.95' BASIS OF SEARING S 89°46'08= E - 2,639.46' PLAT S 89046'08" E - 2,639.48' MEA5 352,00' PI STATION �� STA 120+11.20 404.02' I W NE coR sEc 4-21-4 FOUND CASED MON • (6-16-86) ce � LEGAL DESCRIPTION xf RIM 443.47 � i a IE 12" CMP N. 442.07 y l (QUIP CLAIM DEED, RECORDING No. 20080725001038) w ® IE 12" CONC. S. 441.87 a l PARCEL A g g N N I THAT PORTION OF GOVERNMENT LOT 2, IN SECTION 4, TOWNSHIP 21 O I NORTH, RANGE 4 EAST, W,M., IN KING COUNTY, WASHINGTON, DESCRIBED z / f AS FOLLOWS: •. \ 42.1 BEGINNING ON THE EASTERLY MARGIN OF THE OLD MILITARY ROAD AS ` \ \ / / i 16, CONVEYED TO KING COUNTY BY bEEb RECORDED UNDER RECORDING �' \ NUMBER 3029941 AT A POINT WHICH IS 804.05 FEET SOUTHERLY, • y N 89°46'08" W SET REBAR A CAP _ 284.27' / 2.00' WEST OF CORNER MEASURED ALONG SAID EASTERLY MARGIN FROM THE NORTH LINE OF \ 2011 \ , \ \ / SAID GOVERNMENT LOT 2; THENCE CONTINUING SOUTHERLY ALONG THE 4 *17- •" $o ��b \ \ j j SEWER STUB EASTERLY MARGIN OF SAID ROAD, 97.03 FEET, MORE OR LESS, TO THE 2 / NORTHERLY LINE OF THAT TRACT OF LAND CONVEYED TO KING COUNTY C / 121r \ \ WATER DISTRICT NUMBER 64 BY GEED RECORDED UNDER RECORDING • / \ / ' / NUMBER 4000252; THENCE NORTH 89053'42" EAST ALONG THE NORTHERLY d ; .. ti s, p P nor` �, LINE OF SAID TRACT TO THE EAST LINE OF THE WEST 756 FEET OF SAID �a a GOVERNMENT LOT 2; THENCE NORTH W24' 23" WEST ALONG SAID EAST LINE TO AN INTERSECTION WITH A LINE DRAWN EASTERLY AND PARALLEL • OLD FOUNDATION TO THE NORTH LINE OF SAID GOVERNMENT LOT FROM THE POINT OF . / 11 BEGINNING, THENCE SOUTH 89°35'05" WEST ALONG SAID PARALLEL LINE °• \ -� \ / TO THE POINT OF BEGINNING. d / = PA RCEC. 11 A ll EXCEPT THE WESTERLY 12 FEET THEREOF CONVEYED TO KING COUNTY / r / IQ FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER e: i ' / / - r ✓ O7412120075. PARCEL, J THE SOUTH 200 FEET OF THAT PORTION OF GOVERNMENT LOT 2, IN W. ��b �,�e, �3�L ��,° ��`� �ti / SECTION 4, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, j / ,� / WASHINGTON, DESCRIBED AS FOLLOWS: "' '� ' / / / / / // L + r- --� BEGINNING AT THE INTERSECTION OF THE CENTERLINE OF OLD MILITARY -. `-- ROAD AND THE NORTH LINE OF SAID GOVERNMENT LOT 2; THENCE EAST t , _ / / / % �J ►- -, / 404 FEET, MORE OR LESS, TO A POINT756 FEET EAST OF THE NORTHWEST CORNER OF GOVERNMENT LOT 2; THENCE SOUTH PARALLEL TO THE WEST �� a w . , : ' �� �,. - J �'� LINE OF SAID GOVERNMENT LOT 2,1097 FEET MORE OR LESS TO THE s N 89°38`O7" W .SET REBAR de CAP SOUTH LINE OF SAID GOVERNMENT LOT 2' THENCE WEST ALONG SAID 2.00' WEST OF CORNER :d .ao N 275.17' SOUTH LINE TO THE CENTERLINE OF SAID OLD MILITARY ROAD; THENCE 70 1///^ �" i A� o 1'1 NORTHERLY ALONG SAID CENTERLINE OF SAID OLD MILITARY ROAD TO j THE POINT OF BEGINNING. d , ••'. j N { / EXCEPT THAT PORTION THEREOF LYING WESTERLY OF THE EASTERLY • _ { I I .�' / MARGIN OF MILITARY ROAD AS ESTABLISHED BY DEED RECORDED _ 1 { I �- UNDER RECORDING NUMBER 74121.20075. c : PT :-'. � I (- •r �, { I /- - - AREA 78,980 SQ. FT, OR 1.8131 ACRES cn N I 420 Q BASIS OF BEARING AND S CTION SUBDIVISION j ► o / / / r '- - -' 418 _ �; o THE PLAT OF TRESDEN PLACE RECORDED IN VOLUME 207 OF PLATS, PAGES 67-70, `' RECORDS OF KING COUNTY, WASHINGTON. 10 > / J I I ^' I �~ �1b Via°'- `� Z _PARCEL NUMBERS col d ,r N 4.• f i/ �/ I I I I • / I ` 12" CN�P / 1 29020 MILITARY ROAD SOUTH, 0422449086 29026 MILITARY ROAD 50:►TH, 042IG49039 L--------- • j j \ $ VERTICAL -DATUM d • ,a .: NGVb29 = / 'i - I t PARCEL �� 6�� $ ESTABLISHED FROM BENCH MARKS NOTED ON . GARDEN TOWNHOMES, j R 1390.69 I I A CONDOMINIUM" RECORDED IN VOLUME 175 OF CONDOMINIUMS AT ° ' ° I , F PAGES 8 THROUGH 10, RECORD OF KING COUNTY, WASHINGTON, FOR / j L=179.83' I , I o BUILDING ONE (ELEVATION 422.53') AND BUILDING TWO (ELEVATION 422.56'). 0= O7°24'33" I , 1Lu .:: • ' I ti I I RR s BM IKE IN THE EAST SIDE OF POWER POLE, LOCATED ON THE WEST • /_ ' ' I I 1 < SIDE OF MILITARY ROAD SOUTH AT THE SOUTHEASTERLY CORNER OF SITE AS SHOWN. Y•= "' i t I I I 1 ELEVATION 437.35 SPEED LIMIT SIGN j _ . ' •' I 1 1 s SAN. MH 420 RIM 437.51 FLOWLINE N-S 429.06 j LADDER ON NW ,� ;aj I C8 { � `' '- ""'� ,.- - -� � \ RIM 419.76 IE 12" STEEL N. 418.06 (NO RIM) { I : •, j t 426 tits 1 r SOUTH LINE OF i / FOUND REBAR TO BE 0.06' S. �•' . I i 244.08' / GOVERNMENT LOT 2 �titi T.d I I I l , d� 0.09 E. '. Ile �O �° • 1 FOUND REBAR AND • d ° ! CAP "HAVLAND" SITE BM ° / , TO BE 0.08' S. *OF LINE II j RR SPIKE SET IN THE PC STATION d. ' , .:+ : o b 2.93' E. OF CORNER I 1 EAST SIDE OF STA 108+90.05 POWER POLE. ELEVATION 437.35 / •. , ! 11 ® 30, I Z w, 0 I/ SOUTH LINE OF NE 1/4 PER PLAT _ CENTER SEC. 4 PER N 89°50' 12�G) 2614.72 (P) 2614.75' (C) PLAT A Porf tion o the Northwest, uarter of the, Northeast LEGEND C WELL MONUMENT AS DESCRIBED - POLE W/ LIGHT • SET REBAR AND CAP, LS 19635 h POWER POLE O FOUND SURVEY MARKER AS DESCRIBED F-- GUY WIRE ��^; CONIFER TREE a MAIL BOX bEabUOUS TREE SIGN WOOD FENCE. ® CATCH BASIN [ CONCRETE * WATER VALVE (C) CALCULATED VALUE -q FIRE HYDRANT. (M) MEASURED VALUE [w] WATER METER (P) PLAT OF "TRESDEN PLACE" ® DRAIN MH VOL. 207, PAGES 67-70 OS SANITARY MH (KC) SURVEY No. 15-24-4-1 OLD MILITARY ROAD ❑ SEWER STUB KING COUNTY ENGINEERS OFFICE o C CABLE MARKER SURVEYOR'S NOTES: 1. SURVEY PERFORMED BY FIELD TRAVERSE AND ELECTRONIC DATA COLLECTION USING EITHER A TOPCON GPT 3005W TOTAL STATION OR A SOKKIA 28„ SRX5-AT 5" ROBOTIC TOTAL STATION AND CARLSON EXPLORER DATA COLLECTOR. 2. CLOSURES EXCEEDED THE MINIMUM REQUIREMENTS AS ESTABLISHED BY WAG 332-130-190. NORTH 0' 20' 40' 60' SCALE 1" = 20' i uarter of Section 4, Township 21 North, Range 4 East, W.M. 3. THIS SURVEY DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD OR OTHERWISE. Z C� Z 1-4 00 C- m GY 2 Z H d3 00 Z CL N C E CL L v �r a �v• �.v wv. 4. PROPERTY CORNERS SET, EXCEPT AS NOTED, SCALE: 1" - REPRESENT DEED LOCATIONS. OWNERSHIP LINES DRAFTED: TT.V MAY BE DIFFERENT. OBVIOUS ENCROACHMENTS, IF CH CKED: D. .ANY, ARE SHOWN. HOWEVER NO GUARANTEE OF A 8-11 OWNERSHIP IS EXPRESSED OR IMPLIED. SHEET REVISED: 10-8-2008 REVISED NORTH PROPERTY LINE T.W.K. of I.N. CITY OF Federal Way BOUNDARY LINE ADJUSTMENT NO. 09-1029820-00-SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON AUTHORIZATION THIS BOUNDARY LINE ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS OF THE AFFECTED PROPERTIES. RICO GAWANO Date State of Washington County of I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Printed name Dated My appointment expires State of Washington County of I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Printed name Dated My appointment expires RECORDER'S CERTIFICATE .................... filed for record this ........... day of .......... 20....... at ...... M in book .......... of ........ at page......... at the request of ........................................................................ Mgr. Supt. of Records APPROVALS: CITY OF FEDERAL WAY Examined and approved this DIRECTOR OF PUBLIC WORKS day of , 20_ Examined and approved this day of , 20_ DIRECTOR OF COMMUNITY DEVELOPMENT SERVICES KING COUNTY DEPARTMENT OF ASSESSMENTS Examined and approved this day of Assessor Deputy Assessor 0421049039, 0421049086 Account Number ORIGINAL LEGAL DESCRIPTION (QUIT CLAIM DEED, RECORDING No. 20080725001038) LOT 1 THAT PORTION OF GOVERNMENT LOT 2, IN SECTION 4, TOWNSHIP 1 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING ON THE EASTERLY MARGIN OF THE OLD MILITARY ROAD AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 3029941 AT A POINT WHICH IS 804.05 FEET SOUTHERLY, MEASURED ALONG SAID EASTERLY MARGIN FROM THE NORTH LINE OF SAID GOVERNMENT LOT 2, THENCE CONTINUING SOUTHERLY ALONG THE EASTERLY MARGIN OF SAID ROAD, 97.03 FEET, MORE OR LESS, TO THE NORTHERLY LINE OF THAT TRACT OF LAND CONVEYED TO KING COUNTY, WATER DISTRICT NUMBER 64 BY DEED RECORDED UNDER RECORDING NUMBER 4000252, THENCE NORTH 89°53'42" EAST ALONG THE NORTHERLY LINE OF SAID TRACT TO THE EAST LINE OF THE WEST 756 FEET OF SAiD GOVERNMENT LOT 2, THENCE NORTH 002423" WEST ALONG SAID EAST LINE TO A INTERSECTION WITH A LINE DRAWN EASTERLY AND PARALi..EL TO THE NORTH LINE OF SAID GOVERNMENT LOT FROM THE POINT BEGINNING, THENCE SOUTH 89-35-05" WEST ALONG SAID PARALLEL LINE TO THE POINT OF BEGINNING, EXCEPT THE WESTERLY 12 FEET THEREOF CONVEYED TO KING COUNT:"Y FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 7412120075. LOT 2 THE SOUTH 200 FEET OF THAT PORTION OF GOVERNMENT LOT 2, IN SECTION 4, TOWNSHIP 21 NORTH, RANGE 4 EAST, WM, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE CENTERLINE OF OLD MILITARY ROAD AND THE NORTH LINE OF SAID GOVERNMENT LOT 2, THENCE -AST 40A FEET, MORE OR LESS, TO A POINT 756 FEET EAST OF THE NORTHWEST CORNER OF GOVERNMENT LOT 2, THENCE SOUTH PARALLEL TO THE WEST LINE OF SAID GOVERNMENT LOT 2,1097 FEET, MORE OR LESS TO THE SOUTH LINE OF SAID GOVERNMENT LOT 2, THENCE WEST ALONG SAID SOUTH LINE TO THE CENTERLINE OF SAID OLD MILITARY ROAD, THENCE NORTHERLY ALONG SAID CENTERLINE OF SAID OLD MILITARY ROAD "O THE POINT OF BEGINNING, EXCEPT THAT PORTION THEREOF LYING WESTERLY OF THE EASTERLY MARGIN OF MILITARY ROAD AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 7412120075. BASIS OF BEARING AND SECTION SUBDIVISION THE PLAT OF TRESDEN PLACE RECORDED IN VOLUME 207 OF PLATS, PAGES 67-70, RECORDS OF KING COUNTY, WASHINGTON. PARCEL NUMBERS 29020 MILITARY ROAD SOUTH, 0421049086 29026 MILITARY ROAD SOUTH, 0421049039 VERTICAL DATUM NGVD29 ESTABLISHED FROM BENCH MARKS NOTED ON "GARDEN TOWNHOIAES, A CONDOMINIUM" RECORDED IN VOLUME 175 OF CONDOMINIUMS AT PAGES 8 THROUGH 10, RECORDS OF KING COUNTY, WASHINGTON, FOR BUILDING ONE (ELEVATION 422.53') AND BUILDING TWO (ELEVATION 422.56'). SITE BM RR SPIKE IN THE EAST SIDE OF POWER POLE, LOCATED ON THE WEST SIDE OF MILITARY ROAD SOUTH AT THE SOUTHEASTERLY CORNER Or SITE AS SHOWN. ELEVATION 437.35 LAND SURVEYOR'S CERTIFICATE This Boundary Line Adjustment correctly represents a survey made by me or under my direction in conformance with tie requirements of the appropriate state and city statute and ordinance in 20...... Certificate No. 19635 , 20_ RECORDING NO. PARCEL NO.: VOL./PAGE PORTION OF: NW 1 /4 of NE 1 /4, S. 4, T. 21 N, R. 4 E, W.M. PROPOSED LEGAL DESCRIPTION THAT PORTION OF GOVERNMENT LOT 2, IN SECTION 4, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING ON THE EASTERLY MARGIN OF THE OLD MILITARY ROAD AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 3029941 AT A POINT WHICH IS 804.05 FEET SOUTHERLY, MEASURED ALONG SAID EASTERLY MARGIN FROM THE NORTH LINE OF SAID GOVERNMENT LOT 2, THENCE CONTINUING SOUTHERLY ALONG THE EASTERLY MARGIN OF SAID ROAD, 97.03 FEET, MORE OR LESS, TO THE NORTHERLY LINE OF THAT TRACT OF LAND CONVEYED TO KING COUNTY, WATER DISTRICT NUMBER 64 BY DEED RECORDED UNDER RECORDING NUMBER 4000252, THENCE NORTH 89°53'42" EAST ALONG THE NORTHERLY LINE OF SAID TRACT TO THE EAST LINE OF THE WEST 756 FEET OF SAID GOVERNMENT LOT 2, THENCE NORTH 0°24'23" WEST ALONG SAID EAST LINE TO A INTERSECTION WITH A LINE DRAWN EASTERLY AND PARALLEL TO THE NORTH LINE OF SAID GOVERNMENT LOT FROM THE POINT BEGINNING, THENCE SOUTH 89035105" WEST ALONG SAID PARALLEL LINE TO THE POINT OF BEGINNING, EXCEPT THE WESTERLY 12 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 7412120075. TOGETHER WITH: THE SOUTH 200 FEET OF THAT PORTION OF GOVERNMENT LOT 2, IN SECTION 4, TOWNSHIP 21 NORTH, RANGE 4 EAST, WM, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE CENTERLINE OF OLD MILITARY ROAD AND THE NORTH LINE OF SAID GOVERNMENT LOT 2, THENCE EAST 404 FEET, MORE OR LESS, TO A POINT 756 FEET EAST OF THE NORTHWEST CORNER OF GOVERNMENT LOT 2, THENCE SOUTH PARALLEL TO THE WEST LINE OF SAID GOVERNMENT LOT 2, 1097 FEET, MORE OR LESS TO THE SOUTH LINE OF SAID GOVERNMENT LOT 2, THENCE WEST ALONG SAID SOUTH LINE TO THE CENTERLINE OF SAID OLD MILITARY ROAD, THENCE NORTHERLY ALONG SAID CENTERLINE OF SAID OLD MILITARY ROAD TO THE POINT OF BEGINNING, EXCEPT THAT PORTION THEREOF LYING WESTERLY OF THE EASTERLY MARGIN OF MILITARY ROAD AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 7412120075. RESUBMITTED ZONING: BN-BUSINESS OCT 2 7 Z009 NEIGHBORHOOD COMPREHENSIVE PLAN: CITY OF FEDERAL WF,`NEIGHBORHOOD BUILDING DEFT. COMMERCIAL VIA®��� S B BARNARD & ASSOC. INC. 717 W STEWART, PUYALLUP, WA 98371 . 253-848-5170 FAX: 253-848-5246 . www.sadierbarnard.com LAND SURVEYING. PLANNING. PLATTING VICINITY MAP n.t.s. BLA PREPARED FOR p4 �1" TA . RICO GALLIAi O 7321 19ATH AVE E BONNEY LAKE, WASHINGTON 98390 • 19635 DWN. BY DATE JOB NO. r ° T.A.H. 8121109 2008.087.2 CHKD. BY SCALE SHEET D, O. 1 OF 2 BOUNDARY LINE ADJUSTMENT RECORDING NO. VOL./PAGE CIT Federal Way 352.Or N 1/4 COR SEC 4 N 89046'08" W FOUND CA5ED BRA55 MON WITH "X" NO. 09-1029820- 00- SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON PI STA 120+11.20 - ® CB RIM 443.47 48.4' IE 12" CMP N. 442.07 (5 19 05) IE 12" CONC. 5.441.87 PARCEL NO.: PORTION OF: NW 1/4 of NE 1/4, S. 4, T. 21 N, R. 4 E, W.M. _ BASIS OF BEARING 5 89046'08" E - 2,639.46' P) 5 89°46'08" E - 2,639.48' (M) 404.02 T NE COR SEC 4-21-4 FOUND CASED MON" /EASEMENT REC. NO. cM.i (6-16-86) a °: 20030731000083 rnl w 42 0 0 :. 0 \ \ \ N 89°46'08" W / / 1.6' °00 N N o o _ 20„ 28 .27 Z C 1T 10 M b \ SEWER STUB 0 / 2' 1 r� v b�'7 / CB RIM 447.66 ® -O I "• IE 8" PLAS. N. 445.31 I IE 8" PLAS, S. 445.11 <n IE 6" PLAS. W. 445.46 t.� I H .a• ..r. CB RIM 446.22 0 -o IE 8" PLAS. N. 443.82 IE 8' PLAS. 5, 443.87 V ,.. a w CL • .a ° N Z H Q -v ° w . N '* . v U) O .O -o '-' I D PT STA 110+85.88 1 -a y 1D CENTERLINE CURVE DATA L=195.83' (KC) L=195.87' (C) R=1432.69'(KC)(C) -v A=07°50' 00" (KC)(C) DRAIN MH RIM 439.45 FLOWLINE N-5 430.70 - LADDER WEST SIDE .9 SPEED LIMIT I SIGN I SAN. MH s RIM 437.51 FLOWLINE N-5 429.06 LADDER ON NW V -zS O a SW CORNER OF Cg � GOV T. LOT 2 RIM 433.79 N ¢ z511.95' _IE 12' CONC. 5. 430.41 3� O "' va SITE BM RR SPIKE SET IN OLD FOUNDATION / LOTCb' b �3rY N 89°38'07" W mw�275.17' 50 AAA (I�I EXISTING BOUNDARY LINE TC BE REMOVED G \\\J \v 14L.09L a iW A I I 420 L OONON I 478_` A �b AN III� �A� 12'c L--------- < r � c _ ' 1 1 LOT 2 ` R - 1390.69' I I I i L = 179.83' p= 07°24'33" I I I I I I I I •� ... I� I I I I I I A w I II <'.N .../ � I I I I I I 11 •� C� .. ` � � it II II II II II 420 \ I I 1 I LCB RIM 419.76 IE 12" STEEL N. 418.06 P JN RIM) _ � `.' f \ J • p/l.' .. , •. 1\ � _ _ _= _ _ , - � � QUA FOUND REBAR 4. SOUTH LINE OF TO BE 0.06' S. �° to I I I r 244.08GOVERNMENT LOT 2 �`� 0.09' E. .5 $9°38 07" Ems, ! - Tt FOUND REBAR AND Iit O 0 Z PC STA 108+90.05 Z M F-+ THE EAST SIDE OF POWER POLE. / CENTER SEC. 4 0 ELEVATION 437.35 PER PLAT N SOUTH LINE OF NE 1/4 PER PLAT N 89050'12" W (P)(C) 2614.72 (P) 2614.75'(C) RECORDER'S CERTIFICATE .................... filed for record this ........... day of .......... 20....... at ...... M in book .......... of ........ at page......... at the request of ........................................................................ Mgr. Supt. of Records CAP"HAVLAND Z ` TO BE 0.08' S. OF LINE 2.93' E. OF CORNER 30 LAND SURVEYOR'S CERTIFICATE This Boundary Line Adjustment correctly represents a survey made by me or under my direction in conformance with the S B requirements of the appropriate state and city statute and ordinance in 20...... ................ c . ............. Certificate No. 19635 O Z w Z a LU Lo vJ O N 30 .o oLO 0 0 w 0y Zw h u- O w H f- Q w co o � CA,offlmDL BARNARD & ASSOC. INCR 717 W STEWART, PUYALLUP, WA 98371 . 253-848-5170 FAX: 253-848-5246 . www.sadlerbarnard.com LAND SURVEYING. PLANNING. PLATTING �28" AREAS: EXISTING LOT 1 - 26355 SQ. FT./O.61 ACRES EXISTING LOT 2 - 52406 SQ. FT./1.20 ACRES PROPOSED LOT 1 - 78761 SQ. FT/1.81 ACRES EASEMENTS: EASEMENT, REC. NO. 20030731000083 - SHOWN EASEMENT, REC. NO. 7412120075 - NOT LOCATABLE DECLARATION OF COVENANT, REC. NO. 8708120829 - NOT LOCATABLE 10D.Ili - 0' 30, 60' 90' SCALE 1" = 30' LEGEND ® WELL 0 MONUMENT AS DESCRIBED POLE W/ LIGHT ® SET REBAR AND CAP, LS 19635 O FOUND SURVEY MARKER AS DESCRIBED POWER POLE F- GUY WIRE - CONIFER TREE o MAIL BOX DECIDUOUS TREE -Er SIGN -o-o-°-°- WOOD FENCE ® CATCH BASIN 0 CONCRETE N WATER VALVE (C) CALCULATED VALUE :Q FIRE HYDRANT (M) MEASURED VALUE (� WATER METER (P) PLAT OF "TRESDEN PLACE' VOL. 207, PAGES 67-70 © DRAIN MH (KC) SURVEY No.15-24-4-1 OS SANITARY MH OLD MILITARY ROAD ❑ SEWER STUB KING COUNTY ENGINEERS OFFICE 0 C CABLE MARKER REFERENCE: RECORD OF SURVEY, REC. NO.20090311900001 SURVEYOR'S NOTES 1. SURVEY PERFORMED BY FIELD TRAVERSE AND ELECTRONIC DATA COLLECTION USING EITHER A TOPCON GPT-3005W TOTAL STATION OR A 5OKKIA SRX5-AT 5" ROBOTIC TOTAL STATION AND CARLSON EXPLORER DATA COLLECTOR. 2. CLOSURES EXCEEDED THE MINIMUM REQUIREMENTS AS ESTABLISHED BY WAC 332-130-190. 3. THIS SURVEY DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD OR OTHERWISE. 4. PROPERTY CORNERS SET, EXCEPT AS NOTED, REPRESENT DEED LOCATIONS. OWNERSHIP LINES MAY BE DIFFERENT. OBVIOUS ENCROACHMENTS, IF ANY, ARE SHOWN. HOWEVER NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR IMPLIED. E. 13LA PREPARED FOR ;o RICO GALLIAINO 7321 194TH AVE E j� BONNEY LAKE, WASHINGTON 98390 a 19635 DWN. BY DATE JOB NO. j I ° T.A.H. 8121109 2008. 087. 2 °NaL 1OD Ja/Z n 9 CHKD, BY SCALE SHEET D.O. 1 " = 30' 2 OF 2 ° ; ; ; ROAD SHALL TAPER TO EXISTING PAVEMENT PER WSDOT STANDARDS 42 t� ±442.2 \ °l t 1 C2 EG ±440.5 f 1/ i iEG V �7 i ... ............ RIM 447.66 � ° / ! �' 41 IE 8" PLAS. N. 445,32 IE 8" PLAS. S. 445.11y IE 6" PLAS. W. 445.46 i W d - _-- B , ;y ,i t�l \c d W W W J. RIM 446.22 .: d ..` 4 1 0 I IE 8" PLA5. N. 443.82 rlt! °. w.... 2 W W W W IE 8' PLAS, 5, 443,87 4 W0 W W 4 ° ,i ' W 21. W W I� B1 W W 1 , °H I 1 =4 5. 5 J W It � I !� r+F � ,� .° � II W W ! i 4 t /! I W t a 22 50 V ,\ � W _W d 4 9. 0 ,F {I i ! FLQ , t i d ' @ �., 1 x � 7 J APPROXIM E LOCATI N ' I W INd 't ! 23 00 � OF EXISTING \NATERM - 7. 0 W t\. STEEL LAKE PLAZA - COMMERCIAL CENTER a ° i; d ' j FINISHED FL001 V. = 424.3 °.p 1 d d p CB TYPE 2 48" / p i RIM=422.0 IE 12" (W,S)=414.24 SITE ADDRESS: 29020 MILITARY RD S FEDERAL WAY, WA OWNER/DEVEL.OPER: STEEL LAKE PLAZA LLC P.O. BOX 3437 RENTON, WA. 98056 (206)229-8998 1 N, ARCHITECT: I DAVID THORSTAD 406 289TH STREET FEDERAL WAY, WA 98003 (253) 941-4850 SURVEYOR: SADLER/BARNARD & ASSOC. INC. 717 W. Stewart C /) Puyallup, Washington 98371 t420.0 (253) 848-5170 EG GRAPHIC SCALE 0 10 20 40 I ' 1 INCH = 20 FEET 1 , I. 420 O {� b ` cJ) CAP- N �... _ ------ -- V) �.rr f r •� _. m 0 PON rr / ///,T/, !4 FINISHED • • .•�LOOR ''.} 419.76 ° - - " \EL V. -- �42 3 2" STEEL N. 418.06 L_.. RIM) ,' ° 1 d 424.5 •°.p 426 ..,� 33. is �-427.71 �.� �/ ° � f 27.07 _ r .d d 1,." -._. -_ ---SDD RP 0. 2" 5 o SD SD D SD SD .7 � 24:5 422.69 422.69 p2`� 422,69 l -430.50 i 42�.0 t421.8 �' EG I 421.97CB r EG f424.0 .0 CB TYPE 2 48" f420.9 - EG EG TYPE 1 RIM=421.00 EG ' i CB TYPE 1 RIM=432.84 RIM=423.43 IE 12" (N,E)=412.90 IE 6"=420.60 vG IE i2"=429.84 C/L R/W , 5 l 50' 81 EXIST. R/W 33' 6' PLANTER IDED] 8' _ SIDEWALK ±101 1 l 7.2% 0 0/ 2 0% 'ATION 3' UTIL. I EXIST. t7.2 /o MATCH EXIST. M qk NEW PAVEMENT SECTION PER CITY STANDARDS. BEGIN PAVEMENT SECTION AT EDGE OF EXISTING CONCRETE, MATCH EXISTING SLOPE OF MILITARY ROAD SOUTH MILITARY ROAD SOUTH HALF STREET IMPROVMENTS NOT TO SCALE APPROX. LOCATION PER AS -BUILT EXIST CB TYPE 1 RIM=417.9 IE 12" (E)=412.80 SD^----, -11 ... r' , :X 12 SD PER AS -BUILT r'l t -1 of ,I C 9 A A 9 A 4 9 A n1 • A 1 • 4 9 C9 G) O9 2� 100' r'� FEDERAL WAY STANDARD SECTION 'G' NOT TO SCALE PARCEL NUM3ERS 29020 MILITARY ROAD SOUTH, 0421049086 29026 MILITARY ROAD SOUTH, 0421049039 VERTICAL DATUM VICINITY MAP NOT TO SCALE ESTABLISHED FROM BENCH MARKS NOTED ON "GARDEN TOWNHOMES, A CONDOMINIUM" RECORDED IN VOLUME 175 OF CONDOMINIUMS AT PAGES 8 THROUGH 10, RECORDS OF KING COUNTY, WASHINGTON, FOR BUILDING ONE (ELEVATION 422.53') AND BUILDING TWO (ELEVATION ��2.56'). SITE BM RR SPIKE IN THE EAST SIDE OF POWER POLE, LOCATED ON THE WEST SIDE OF MILITARY ROAD SOUTH AT THE SOUTHEASTERLY CORNER OF SITE AS SHOWN. ELEVATION 4?7.35 EXISTING LEGEND: (PER SALDER BARNARD & ASSOC. INC.) i WELL 9) MONUMENT AS DESCRIBED POLE W/ LIGHT SET REBAR AND CAP, L519635 FOUND SURVEY MARKER AS DESCRIBED POWER POLE GUY WIRE CONIFER TREE MAIL BOX DECIDUOUS TREE SIGN - - WOOD FENCE e: CATCH BASIN _ ,: CONCRETE x! WATER VALVE (C) CALCULATED VALUE FIRE HYDRANT (M) MEASURED VALUE WATER METER (P) PLAT OF "TRESDEN PLACE" VOL. 207, PAGES 67-70 DRAIN MH (KC) SURVEY No.15-24-4-1 () SANITARY MH OLD MILITARY ROAD 0 SEWER STUB KING COUNTY ENGINEERS OFFICE C) C CABLE MARKER EARTHWORK OUANTITIES: ONSITE OFFSITE CUT = 5,870 CY CUT = 176 CY FILL = 5,382 CY FILL = 456 CY NET = 488 CY CUT NET = 280 CY FILL TOTAL SITE NET = ±208 CY CUT THIS CALCULATION IS FOR PRELIMINARY REVIEW PURPOSES ONLY THE NUMBERS SHOWN ARE FROM GENERATED FROM THE FINISHED GROUND SURFACE TO THE EXISTING GROUND PROVIDED BY THE SURVEY. CONTRACTOR SHALL DO THEIR OWN CALCULATION BASED ON THE INFORMATION PROVIDED, WITHIN THESE PLANS. THE QUANTITIES MAY VARY BASED ON THE FOLLOWING FACTORS. 1. SHRINK/SWELL OF EXISTING SOILS. 2. VARIANCES OF VEGETATION THICKNESS AND UNSUITABLE TOPSOIL. 3. SUBBASE REQUIREMENTS FOR THE BUILDING FOUNDATION BASED ON GEOTECHNICAL RECOMMENDATIONS AND FINAL STRUCTURAL DESIGN. 4. PAVEMENT SECTION WITHIN THE PARKING AREAS. 5. TRENCHING EXCAVATION FOR PROPOSED UTILITIES. DEVELOPED ONSITE AREAS IMPERVIOUS ROOFS 21,646 SF (0.50 AC) IMPERVIOUS PARKING 26,181 SF (0.60 AC) IMPERVIOUS SIDEWALK 1,776 SF (0.04 AC) TOTAL: 49,603 SF (1.14 AC) LANDSCAPE AREA: 26,780 SF (0.61 AC) TOTAL SITE AREA 76,383 SF (1.75 AC) /1, �t RESU MITTED O C T 2 1 2009 CITE' OF FFDP, ;A1_ WAN, m W Q 0 Z _o a. U U) W z O U) W a In CD C W Z co Z Lm a Ln o V3 Z p 1 A M N M N 00 2 C, R c in � 3 ag � W � C e}' ■� z Rr z.5320 eh W 0Q N O J N m / Q UeMcm n�7a W �`�� M • All WAS$J���� ,r 37BM 0� �LGISTE�' �ssjONAL�� EXPIRES 06 / 30 / 10 00 rn m rn N �a t� 'Q W o LLI rl ao Z N = � Q � Z Q Q O d J J M Y � g LU LLI t o 0-4 w V I W W Z W W O C) U DESIGNER:JAMEY BARR ENGINEER: BRETT ALLEN, P.E. DRAWN: JAMEY BARR S T R WM DATE: 8/04/09 REVISED: 10/19/09 PROJECT: 08-041 DWG NAME: 08-041-C SHEET REV. C1 A 1 OF 1 NO-F: PROVIDF QUICK i GRADE/TOP OF MULCH DP -UP SPRAY OR ROTOR SPRINKLER: AARLEX STREET ELL KING PIPE RISER ASSEMBLY: BARB ELLS ANS 12" SWING PIPE VC LATERAL PIPE — PVC SCH 40 TEE OR ELL POP-UP SPRAY OR ROTOR SPRINKLER DETAIL t r i 42 30. B .._...__..z ..rr t _ 3 0 ri er i t : nm W .t j � 9 G• t a ' WAY. . " ` i IRRICP►Ti mum ' Ai 't '=tt +'''; ,§,t •,i �"'`n. ,t ,' as I, N.> JUMBO BOX DOUR F CHFCK VA VF ASSFMR Y i W/ FINISH GRADF CA V. 3" NIP . (1 OF 2) GA V. UNION (1 OF 2) GA V. 90 F (1 OF d) GA V. PIPF (_'PICA ) BACKELOW PREVENTER DETAIL_ W W� l TIO , ! 0 11110 wllt W i 1 o PVC MA F ADAP-FR IRRICA-ION MAIN INF PIPF II I II f�E 424.3• ►. ■. II i' oil A U oil ►'�_ — — i. u ol 420 J � � fit. �)laFINISHED �• • / / a: • 41 ONISHEP • •' FLOOR .�� [� ■ c.. ,' �, 424.3 iiiiiiiiiiiiiiiiiiiiiL o fil GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FEET RR�GATION PLAN r. INISH GRADF/-OP OF MU CH UICK-COUP ING VA VF: 0" VA VF PI- A V. .3" NIP . -INCH MINIMUM DFP-H OF 3/A-INCH WASHFD CRAVF A V. S-RFF- F ONC. BRICK A V. 12" NIP . A V. S-RFF- F VC SCH AO -FF OR F VC MAIN INF PIPF A V. F ffA RFRAR PIPF C AMPS QUICK -COUPLING VALVE ^-INCH FNG-H OF WIRF, C01 FD C01 FD -FR PROOF CONNFC-ION (1 OF 2) VF BOX WI-H C OVFR: 12-INCH S17F DISH GRADF/-OP OF MU CH MO-F CON-RO VA VF: C SCH 80 NIPP F (3") C SCH AO F C SCH 80 NIPP F ( FN(-,-H AS RFQUIRFD) C SCH 40 MA F ADAP-FR C SCH AO -FF OR F C MAIN INF PIPF REMOTE CONTROL VALVE DETAIL RRI GAT ON LEGEND 0 RAINBIRD 1800 SERIES SHRUB POP -UPS ON SWING PIPE RISER PER DETAIL 0 HUNTER PGP-ADJ ROTOR ON SWING PIPE RISER PER DETAIL ® RAINBIRD 100-PEB CONTROL VALVE IN STD. BOX PER DETAIL RAINBIRD ESP-XLX+ CONTROLLER WALL MOUNT CONDUIT TO EXTERIOR PLANT BED BY ELECTRICIAN N 1 FEBCO 850 DCV ASSBY IN JUMBO BOX PER DETAIL 1 CRANE GATE VALVE IN 10" PIT AS IRRIG, P.O.C. 1 IRRIGATION METER FOR IRRIGATION BY UTILITIES CONTRACTOR FOR SITE & 1 IRRIGATION METER FOR CITY R.O.W. IRRIGATION BY UTILITIES CONTRACTOR Y RAINBIRD 33LVC QUICK COUPLER, 33K & SH-0 PER DETAIL — CLASS 200 PVC LATERALS AT 12" DEPTH MIN. 1 1 /2" CL200 PVC MAIN AT 18" DEPTH MIN. FOR SITE & 1" CL200 PVC MAIN AT 18" DEPTH MIN. FOR CITY R.O.W. NOTES DESIGN BASED ON _20 GPM @ 60 PSI MIN. IF LESS FOUND, CONTACT LANDSCAPE ARCHITECT BEFORE INSTALLATION, PROVIDE ALL PERMITS AND INSPECTIONS, PROVIDE ONE YEAR WRITTEN WARRANTY ON ALL PARTS AND LABOR. NO SUBSTITUTIONS. PLAN IS DIAGRAMATIC AND ACTUAL FIELD LAYOUT IS THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR IS TO PROVIDE MAINTENANCE AND OPERATION MANUALS TO OWNER AT FINAL WALK THRU. CONTRACTOR IS TO PROVIDE TIME OF OPERATION CALCULATIONS FOR MAY THRU OCTOBER TO PROVIDE A MAXIMUM OF 1" PER WEEK TOTAL PRECIPITATION FROM COMBINED WEATHER AND IRRIGATION. INSTALL RAIN SENSOR IN SECURE BUILDING LOCATION TO SHUT OFF IRRIGATION DURING WET PERIODS. CONTRACTOR SHALL MONITOR THE IRRIGATION SYSTEM AND ADJUST CONTROLLER TIMING TO REFLECT CLIMATIC AND WEATHER CHANGES AT LEAST ONCE PER MONTH DURING FIRST SEASON OF OPERATION TO INSURE OVERWATERING OR UNDERWATERING IS NOT OCCURRING AND THAT NO OVERSPRAY ON PAVING OCCURS. ALL PIPE OR WIRE UNDER PAVING SHALL BE IN SCH40 PVC SLEEVE AT LEAST 18" DEEP AND TWICE DIAM. OF INSERT PIPE. MEET ALL CODES PERTAINING TO ALL ASPECTS OF THE IRRIGATION SYSTEM. ANY DAMAGE TO FACILITIES OF UTILITIES WILL BE REPAIRED OR REPLACED TO OWNERS SATISFACTION, CALL BEFORE YOU DIG! LOCATE ALL UNDERGROUND FEATURES BEFORE TRENCHING. PPE SING PIPES TO BE SIZED ACCORDING TO THE FOLLOWING TABLE: 0-10 GPM = 3/4" PIPE 11-18 GPM = 1" PIPE 19-25 GPM = 1 1 /4" PIPE 26-34 GPM = 1 1 /2" PIPE 36-55 GPM = 2" PIPE ALL PIPE SIZING IS BASED ON CL200 PVC PIPE CONTRACTOR TO DETERMINE PIPE SIZES PER THE ABOVE CHART. �1f`✓ SIAIF OF I WASHINGION KFGISIFRF ) AN )SCAPF AH(-.HIIF('I )AVI ) B. OWMAN CFHIIFI(,AIF NO. .58/ W Q W W W R SU vg; CT 2 1 2009 ..�AL ley ,`� Shee '7 PT.. 1 of 1