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10-100599•• IJI & I & z () Al -I I 11111 II (j} -t 111 lJ r )>. z ' i ' i OUTI-1 313TI-I Fl.. i -~-~ ------------j ' ! ----~ \ I l -------~ I , I r:-~r----------- I :C 7 "' ' \ ~· \ )> \ Ill ' I l> '< I 111 ie , 111 I ! (D ! g ,,,,,.-~-,-: -, :C I ' (l l I ! i !~ ' I i I i --------- l z C 3 cr .. , i l I I I I ! I I ~---r- / ! / ' ' ' ' I l I I I I I I I~ ----- I 'i . 11 ~ ~ ,----, -< ----------~ -~ +-------~ ~ -< : ----------------~-v--"?"""'r--r---;~-r------:::::::~~ -----.--- ! I I l ,~- l I l I I ! I I I I I l - l I I ! I I I § ; \ \ f } / I / / / I I I I I I I . -----7~·-----------r----,--- 1 I 1 I I I I I ! I I / ' I ' , I I ' / , '° 00 0 8 -------- ' 1..~, ' ' ' ' )> "' () I -i m () -i "' ) ' ' ' ' ' ,, ' ' ' ' _, ' ; ,_,,, -, I I I I I I I l I I I I I I I I I I ii=- '----- ' ' , { , , , ; ',, ,J ' / l / i [ ,', r/ , ' ' ' ' : ; 'I ,, ' /,' ' I " ' ' I , , , ~ /j I/, I " i I J.: F I , / 'I'/ I I r / 't !, / I ,f / ! /'s / ; ..-i,f J,/ \ !. ,\ !', 'y, I \/; i I I I 1/ ) I V lb ' I I t I I r I -+· t w -, r '~ I I ' I ' "-,--1 ' , I / \ ''---- ·r:~~ DESCRIPTION ASSESSOR DESCRIPTIONS PARCEL 0821049157 SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF l'HE NORTHEAST QUARTER OF SOUTHWEST QUARTER OF SEC110N 8, TOWNSHIP 21 NORl'H, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 30 FEET FOR COUNTY ROAD; TOGEl'HER Wll'H l'HE EAST 30 FEET OF THE NORl'HWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORl'HEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 8. EXCEPT THE NORTH 30 FEET THEREOF; AND EXCEPT THOSE PORTIONS CONVEYED FOR SOUTH 3121H STREET UNDER RECORDING NOS. 8601240923 ANO 8601240924. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 0821049038 THE EAST HALF OF THE WEST HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF l'HE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., LESS COUNTY ROADS. SITUATE IN THE CITY OF FEDERAL WAY, COUNTY OF KING. PARCEL 0821049153 l'HE WEST 330 FEET OF THE WEST HALF OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SEC110N 8, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. EXCEPT l'HE WEST 30 FEET FOR COUNTY ROAD. SITUATE IN THE CITY OF FEDERAL WAY, COUNTY OF KING. PARCEL 0821049127 THE WEST HALF OF THE WEST HALF OF THE SOUTH HALF OF THE SOUTH HALF OF l'HE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER Of SECTION 8, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., RECORDS OF KING COUNTY, WASHINGTON; TOGETHER WITH THE WEST 89.63 FEET OF THE EAST HALF OF THE WEST HALF OF lHE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QIJARttii OF Trti: SOUTHWEST QUARTER OF SECTION 8; EXCEPT IBE SQUIB 165 FEET OF THE WEST 150 FEET; ANO EXCEPT THE WEST 30 FEET CONVEYED TO KING COUNTY FOR ROAD PURPOSES UNDER DEED RECORDED UNDER RECORDING NO. 2040625; (ALSO KNOWN AS LOT A Of CllY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO BLA-90-0012, RECORDED UNDER RECORDING NO. 9105169005) SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. VERTICAL DA TUM NGVD 29 FEDERAL WAY VERTICAL BENCHMARK 2200-01 MONUMENT IN CASE AT INTERSEC110N OF 1ST AW S & S :1121H Sl. PUBLISHED ELEVATION: 357.20' BASIS OF BEARING WASHINGTON STATE PLANE COORDINATE SYSTEM, N()f<TH WNC CITY OF FEDERAL WAY HORIZONTAL CONTROL . HOLDING COUNTY MONUMENT NUMBERS 101 AND 114. POINT N0.101 Nz118543. 73 E~1270807.93 AT THE INTERSECTION OF SW 3201H ST W/ 8TH AVES POINT N0.114 Nz121233.37 Ez1268065.08 AT THE INTERSECTION OF 1ST AVE S W/ S 312TH ST. HELD A LINE BE1WEEN FOUND MONUMENTS AT l'HE INTERSECTIONS OF 1ST A.VE S WITH S 3121H ST AND 1ST AVE S AND S 320TH ST. SAID LINE BEARS NORTH 01 '04' 42" EAST. UTILITY NOTE l'HE UNDERGROUND UTILITIES SHOW ON THIS SURVEY ARE WITHOUT BENEFIT OF A PRIVATE U11LITY LOCATOR. AS-BUILT DRAWINGS PRO'v1DED BY CLIENT WERE USED TO CONNECT EXISTING UTILITIES AND ARE LABELED AS SUCH ON l'HE SURVEY. AHBL ASSUMES NO LIABILITY FOR THE ACCURACY OF UNDERGROUND UTILITIES. PLEASE CAil 1-B00-424-5555 BEFORE ANY CONSTRUC110N IS TO OCCUR. TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)8, IT SHAil BE SHORED AND CRIBBW. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. All TRENCH SAFETY SYSTEMS SHALL MEET l'HE REQUIREMENTS OF THE WASHINGTON INDUSTR1AL SAFETY AND HEALl'H ACT, CHAPTER 49.17 RCW. FILL SPECIFICATION FILL MA TER!AL SHAil NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES \\lilCH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WI-IICH OTHERWISE 'v10LA TE ANY STATE. FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULA110N, RULE, ORDER, OR STANDARD. AUTOCAD FILE COMMUNITY OF CHRIST ST. LUKE'S ADDITION PORTION OF THE NE 1/4 OF SW 1/4 OF SEO •• 08, TWN. 21 N., RGE 04E, WM FEDERAL WAY, WASltlNGTON 1, , / \ . . , ,·, , I r,.1 , , " I~ ".----~·-,. \ '. -~ ..... \ ~ --~-V \ I f 11 ~ &-: ~ ----. ---.... 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SITE ADDRESS 515 SOUTH 312TH STREET FEDERAL WAY, WASHINGTON 98003 OWNER ST. LUKE'S LUl'HERAN CHURCH 515 SOUTH 312TH STREET FEDERAL WAY, WASHINGTON 98003 CIVIL ENGINEER AHBL INC. ·2215 NORTH 301H STREET, SUITE 300 TACOMA, WA 98403 PH. (253) 383-2422 FAX (253) 383-2572 CONTACT: KIM HINDS, P.E. SURVEYOR AHBL INC. 2215 NORTH 30TH STREET, SUITE 300 TACOMA, WA 98403 PH. (253) 383-2422 100 FEET j SITE PLAN SCALE: 1"=50' UTILITIES WATER SANITARY SEWER POWER LAKEHAVEN UTILITY DISTRICT LAKEHA VEN UTILITY DISTRICT PUGET SOUND ENERGY LANDSCAPE ARCHITECT -AHBL INC. 2215 NORTH 30TH STREET, SUITE 300 TACOMA, WA 98403 PH. (253) 383-2422 FAX (253) 383-2572 CONTACT: DAN WOJTALA STRUCTURAL AHBL INC. 2215 NORTH 30TH STREET, SUITE 300 TACOMA, WA 98403 PH. (253) 383-2422 FAX (253) 363-2572 CONTACT: JOE SIMON, P.E. OUND MONU! INTERSECTION OF 312TH ST & 8TH AVE.. USED RP'S AND HELD CENTER Of DEPRESSION IN CONCRETE. 9.23' WEST AND 1.18' SOUTH OF CALCULA TEO POSITION FOR CENTER OF SEC 8, TWN 21 N, RG 4 E. CONSTRUCTION SEQUENCE: ·i:,.· SURVEY AND FLAG CLEARING LIMITS. SCHEDULE AND ATTEND PRECONSTRUCTION MEETING WITH CITY OF FEDERAL WAY OFFICIALS. PROVIDE MISCELLANEOUS DEMOLl110N AND CLEAR AND GRUB AREA WITHIN CLEARING LIMITS AS REQUIRED FOR INSTALLATION OF TEMPORARY EROSION CONTROL FACILITIES. SILT FENCING AND CATCH BASIN PROTEC110N SHALL BE INSTALLED PRIOR TO OR AS A FIRST STAGE OF SITE PREPARATION. ( PRO'v1DE, MAINTAIN AND/OR REPAIR FILTER FABRIC FENCE, AND INTERCEPTOR SWALES AS SHOWN ON THE CONSTRUCTION PLANS. 5, THE CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES PER THE INSPECTION SCHEDULE FOR ESC FACIU11ES ON SHEET C1.1. 6. PRO'v1DE, MAINTAIN AND/OR REPAIR TEMPORARY INTERCEPTOR SWALES/DIKES AND ROCK CHECK DAMS AS GRADING PROGRESSES. 7.. PROVIDE COVER MEASURES TO INCLUDE ARMORING, MULCHING AND HYDROSEEOING TO STABILIZE DENUDED AREAS AND PREVENT THE TRANSPORT OF SEDIMENT-LADEN STORMWATER OFF-SITE. COVER MEASURES SHALL BE APPLIED TO ALL AREAS AS DESCRIBED IN THE STANDARD EROSION CONTROL NOTES ON SHEET CU. 8. PROVIDE STORM SYSTEM, SEWER SYSTEM, AND MISCELLANEOUS UTILITIES AS SHOWN ON THE PLANS. PRO\IIDE 6" VERTICAL AND 3' HORIZONTAL CLEARANCE (OUTSIDE SURFACES) BETWEEN STORM DRAIN LINES AND OTHER UTILITY PIPE AND CONDUITS PROVIDED. 9, TEST STORM DRAINAGE CONVEYANCE SYSTEM FOR LEAKS AS WORK PROGRESSES. 10. PRO'v1D£ CATCH BASIN SEDIMENT PROTECTION ON ALL CATCH BASINS PER DETAIL 1 ON SHEET C1.t. AN AUTOCAD DRAV.,NG FILE IS AVAILABLE TO ASSIST Wll'H Sl1E LAYOUT. PLEASE NOTE l'HAT ELECTRONIC FILES ARE PROVIDED FOR CONTRACTOR'S CONVENIENCE AND SHALL NOT REPLACE NOR BE USED TO SUBSTITUTE THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT LAYOUT ACCORDING TO CONTRACT DOCUMENTS AND COST FOR ELECTRONIC AUTOCAD FILES. FAX (253) 383-2572 CONTACT: JOHN BECKER, JR PLS ARCHITECT 11. FINE GRADE SITE AND PAVE. COORDINATE WITH THE CITY FOR REQUIRED INSPECTIONS OUTLINED IN THE CITY OF FEDERAL WAY STANDARD ROADWAY AND DRAINAGE NOTES AS WORK PROGRESSES. PHONE: (253) 383-2422 FAX: (253) 383-2572 CONTACT: KIMBERLY HINDS, P.E. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED. BY THE REVIEWING .AGENCY ____________ ,, ____ _ BROWELEIT PETERSON HAMMER ARCHITECTS 19624 761H AVENUE WEST, SUITE A L 'rNNWOOD, WA 98036-5873 PH: ( 425) 774-4701 FAX: (425) 776-5177 CONTACT: BOB ROWAN 12. REMOVE SEDIMENT FROM CATCH BASIN SUMPS AND CONVEYANCE PIPES. ··.> 1J.. STABILIZE ALL REMAINING DISTURBED AREAS. 14. CONTACT CITY Of FEDERAL WAY FOR FINAL INSPECTION. 15. REMOVE IIEUIJMWG lI&iPlil'iali'lY EROSION CONTROL DfWCES WHEN AREA HAS BEEN PERMANfllll 't ST.4.B:l!..!?£:l WITH VEGETATION AND REMOVAL IS APPROVED BY THE CITY. .,: I -" 'i' • s-~+!f,t4. = --1..,,,,,.... -~' f. ~J111l:l61*--&TI ;,I ·~1 ,_{"" ·------~ VICINITY MAP SCALE: 1" = 1/4 MILE LEGEND EXISTING \v/._ CONIFEROUS TREE dc:Ji:-'(" () DECIDUOUS TREE '-® SEWER MANHOLE 0 CLEANOUT 1v STORM MANHOLE C' • .J CATCH BASJN @ ROOF DRAIN WV [Xj WATER VALVE ~·r FIRE HYDRANT f)_ FIRE DEPARTMENT CONNECTION K:i IRRIGATION CONTROL VALVE Fll WATER METER 'C.b UTILITY POLE 'c'! . ,. LANDSCAPE LIGHT x,) LJGHT POST WLB WEllAND BUFFER -,---·--WI~ -·~···-.. -··· 'IIETI.AND ---0P OVERHEAD UTILI11ES ,. _ __,,_.') ___ SEWER LINE ---'-1) ............ STOfiM LINE '"'" X --~----FENCE LINE ----W·-·---WATER LINE ASPHALT CONCRETE PROPOSED • • SD E --~ .. --.. ] i·:·t.-·.·.r:i ··-· ··-·-423 ....... -CONTOUR ---423----__ 5-HE_El~JN __ D~EX~_ ~~ SHEET NO .. SHEET TITLE CO.O COVER SHEET _ C1.1 __ . T.E.S.C. AND .. DEMOLITIOt-1 _. ____ ·-··-·------·-----·-····-····--··--·-C1.2 .... _T.E.S.C. DETAILS AND.NOTES···----·--·-·---····-··--· ..... , ... _C2.1 __ .GR/IOING ANO DRAINAGE ____ -···------_____ -----·-C2.2 . J,RA.PJNG .. AND DRAINAG.E __ -·----------------------·-·--C3.1 . HORJZONTAL .. CONTROL AND SURFAClllfG ___ ------------------·· __ -·· C3.2 __ .. HORlW.MlALCONTROL ANQ .SURF ACING _______________ _ C4.1 DETAILS C4.2 DETAILS . . --. ----·-·-----·--·-···-----·--· C4.3 . DETAILS ... ----... --·--· -·· ... -------------·-·----------·-·-... -·-·· ._ __ g~,L-... S~N!T~.RY.SEWER PLAN AND PROFILE -------------··-··-CivH Engineers structural Engineers Landscape Architects Community Planners Land Surveyors Neighbors m TACOMA· SEATTLE 2215North 30th Street. Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Project Title: COMMUNITY OF CHRIST ST. LUKE'S ADDITION FEDERAL WAY, WASHINGTON Client: ST. LUKE'S LUTHERAN CHURCH 515 SOUTH 312TH STREET FEDERAL WAY, WASHINGTON Job No . 209555.10 !ssue Set & Date: PERMIT SUBMITTAL JUNE 4, 2010 ·~--~-~---"-··------~ NOTIC£ AIJ!llMIOH If WS OIXillM mt.U. !!iWtlllll.1£ 1lf( AA~ !i,\I.. 00 gJNAtUJE PUIJJClillffi' « ms~ (aS IKIT [)f.'ROOAlE mill fl'£SiTMD ~IP RIIMl1 IN 11'. 111S llCOM:Ml IS fUl tl'.lt <M...'Y f'OO 'Ill€ Pfl()£Ct IOffllffl N 11£ ll1tE ilOCK Alt) IS N.OT 10 OC ffl FOO RfWil!I, REl«Ul OR Nmm w ill.At POO.f:ef oo RN NN ono Pi!O.ECT. & ________ _ /A ______ _ &. ______ _ & _________ _ Revisions: Sheet Title: COVER SHEET Designed by: Drawn by: Checked by: KKH MJS/TDS DSG Sheet No. co.o 1 of 11 Sheats COMMUNITY OF CHRIST ST. 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VS~;-,__ _---~~ \ L ( '..__ \ ( r"""'"'. ·-~ _--_-----1·~11;1,::~N,;;r,:,;z';,,f1r-.~,~,.,,l"t---·,,; . .,-22~~-<:'~=-=--=---'·,~ I .-1,· r~ ~-,/ / GE~~~ ~~ll ~~ T ~ ~ :---------~ -.:= = ~---,,;:<-":._ :::-: .:::: -... /::-.:--~'S_:~::-::::-: --_ _:---~G_:'.:-="-~"'~---------.... dO' c""ru----~--r!I-YJ!:.¥1.fl'!!i~'1f;,J,,!;J~rk~i~i~fiif/!1.~ii#J'§l!,,"(5J§~ l -/ I 1 ..---,~ __ z. 1 z, \ .I / / "-' \ / o '" l .Y ..... -CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 THESE DRAWfN6S. ARE HOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY 1. IT IS 11-IE INTENT OF WORK UNDER 11-IIS CON1RACT TO INCLUDE THE DEMOLITION OF Ali PAVING, CONCRETE, UTILlnEs, ANO OTHER SITE IMPR!i\lEMENTS ,D-INCLUDING THEIR UNDERGROUND COMPONENTS AS INDICA TEO BY THIS DRAWING OR AS REQUIRED FOR NEW CONS1RUCTION. IT IS THE CONTRA~TORS RESPONSIBILITY TO FUliY REVIEW THE SITE CONDITIONS AND TO CORRELATE THESE OBSERVATIONS \IHI-I THE PROJECT WORK AND INCLUDE AU: NECESSARY DEMOLITION, WHETHER SHOWN OR NOT, AND INCLUDE SUCH COSTS IN 11-IE BASE BID. 2--CLEARING: IT IS THE INTENT OF lHE WORK UNDER THIS CONTRACT TO CONDUCT All CLEARING NECESSARY TO BE ABLE TO COMPLETE All Tl--lE WORK OF 11-IIS PROJECT. 3. C.ONTRACTOR SHAli LEGAliY DISPOSE OFF THE OWNER'S PROPERTY, Ali DEMOLISHED AND REMOVED MATERIALS, UNLESS INDICATED OTHERv.lSE. 4, BACKflli AND COMPACT ALL VOIDS AND DEPRESSIONS OCCURRING AS A RESULT OF DEMOLITION ACTIVITIES. SEE SPECS FOR AliOWABLE f;<\CKflll MATERIALS. •"· ' 5, CONTRACTOR SHAll PR01ECT Ali TREES BEYOND THE CLEARING LIMITS AND 11-IOSE \\'111-IIN 11-IE CLEARING LIMITS NO'fED TO REMAIN FROM C.()NSTRUCTION DAMAGE. --6. CONTRACTOR SHAli AVOID TRACKING SEDIMENT ONTO ADJACENT CITY S1REETS. CONTRACTOR SHALL S'IIEEP PAVED AREAS IS TRACKING OCCl;/RS AND AT ENO OF PROJECT. 7, SEE CONSTRUCTION SEQUENCE SHEET co.a. 8. COORDINATE WA'fER AND SANITARY SEWER WORK WITH LAKEHAVEN UTILITY DISTRICT. PROTECT EXISTING WATER AND SANITARY SEWER TO REl,l'AIN. 0 '() ~ I-rj:r-·1 o'~-----.. 7/ I--1'--'--D t )i ' V ' ' 'lff"--.111' i--·, , • . 11 1 1 111 r~ j I (~ KEYNOTES Cf) DEMOLISH ASPHALT CD DEMOLISH CONCRETE @ DEMOLISH SANITARY SEWER PIPING CD DEMOLISH TREES @ REMOVE PAINT STRIPING @ PRO'fECT H'IORANT (}) PROTECT TREES @ NO CONSTRUCTION ACTIVITIES SHALL OCCUR WITHIN WETLAND, WETLAND BUFFER, OR INSIDE FENCED VIEWOND ® PROTECT EXISTING CONTROL STRUCTURE @) DEMOUS'H STORM DRAIN PIPE ANO PLUG AT CATCH BASIN @ REMOVE LANDSCAPING (13) DEMOLISH CURB @) DEMOLISH ll'HEELSTOPS @ SAWCUT IN NEAf VERTICAL LINE @ Ol'MOUSH BACK TO NEAREST JOINT @) REMOVE DRIVEWAY @ PROl£C1 EXISlJNG flRE HYDRANT OEMOLITION LEGEND DEMOLISH CONCRt lE DEMOLISH AC CATCH BASIN SElllMENT BAHRIE'.R TREE REMOVAL TREE PROTECTION /"7'"'•·,---~·•""'/•Cj t:iiJ.~t~~{j @ *o (5].)(F\\ Jt'Yc;;:'.-1 T.E.S.C. LEGEND Sil TA TION FENCE ~ ~ CATCH BASIN 1Nlf1 PROJECTION @ Civil Engineers Structural Engineers Umdscape Architects Community Planners Land Surveyors Neighbors m TACOMA SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Pro ieot Title: COMMUNITY OF CHRIST ST. LUKE'S ADDITION FEDERAL WAY. WASHINGTON Client, ST, LUKE'S LUTHERAN CHURCH 515 SOUTH 312TH STREET FEDERAL WAY. WASHINGTON Job No. 209555.10 Issue Set & Date: PERMIT SUBMITTAL JUNE 4, 2010 -N----·---, NOTICE ~.-wmtoo l.f tltiS liOl:'IN!Nr ~ IHWJJ!Ult * f'I\CfllSKWM. U Al& SICIUW!ll'~ fllJ9JCA1)1)1 I"$ m !10WIEft m 1t'{)r ~1E f'RCfl l!fSf1Mb QNRSlf' fllQllS tr IT. ms OOCUllllU IS FOO I& MY 100 THE Plt(l.£{:T IOOll!ftO Iii 'rllf TIYI[ a.oo,; Alli\ JS llll1' ill ll£ !iSl;O flJI FIEPM!. l!Oitm. 00 AOOl1lO!I to llfAT Pll{I.ECT OR ml. Nff 01\6 ?00.D:T, & ________ _ &_ ______ _ &, ________ _ & __________ _ Revisions: Sheet Title, TESC AND DEMOLITION Designed by: Drawn by: Checked by: KKK MJS/TDS DSG Sheet No. C1.1 2 of 11 Sheets ADAPTER SKIRT~ RETRIEVAL STRAP ~ GEOTEXTILE c--r /I FABRIC ~ f':71---__j_ OVERFLOW (TO BYPASS PEAK STORM VOLUMES) 24" '-I CATCH BASIN •3003 SEDIMENT ONLY SEDIMENT AC CUMULATION 1 PROVIDE CATCH BASIN SEDIMENT PROTECTION Wl1H S1REAMGUARD BASIN INSERT #3003, FROM BOWHEAD MANUFACTURING CO 1011 SW KLICKITAT WAY SEA TILE, WA 98134 PHONE: 1-800-909-3677 INLET PROTECTION NOJ[S: 1. FILTERS SHALL BE REMOVED AND CLEANED OR REPLACED AFTER EACH STORM EVENT. CATCH BASIN SEDIMENT BARRIER l -------·---·-·-·-NOT TO SCALE ST AP LES OR WIRE RINGS (TYPICAL) 2'x2'x14 GA WELDED WIRF. FABRIC OR EQUAL Fll TER FABRIC MATERIAL-MIRAFl 100 x OR EQUAi. I 'h 'h ~~ 2"x4" DOUG. FIR --~ AT 4" OC ELEVATION 6" x 6" TRENCH 2"x4" DOUG. FIR t.10IES:. OR EQUAL \ • FIL 1ER FABRIC---... "" 1. PLACE 1' OF 3/4"-1 1/2" MATERIAL -WASHED ROCK OR PEA GRAVEL 2'x2'x14 GA '11'1/F ---i ON BOTH SIDES OF FENCE TO CREA TE A BEVEL SHAPE. 1"-1 1/2' WASHED ROCK OR PEA • "' 2. FABRIC SHALL COVER BOTTOM GRAVEL ;·~ ; • "' ·' "' Of 6"x6' TRENCH AND EX1END ~j·'u ----~ BEYOND THE LJMITS OF THE ·' -GRAVEL IN ORDER TO MAINTAIN OVERLAP e·L AN EXCESS OVERLAP OF 2' MINIMUM AS SHOWN IN TYPICAL MIN CROSS-SECTION. 6" x 6' TRENCH SECTION tk COMMUNITY OF CHRIST ST. LUKE'S ADDITION PORTION OF THE NE 1/4 OF SW 1/4 OF SEC. 08, TWN. 21 N., RGE 04E, WM FEDERAL WAY, WASHINGTON TEMPORARY EROSION/SEDIMENTATION CONTROL NOTES GENERAL NOTES ..;.;,;;..;,;.;;.;=.;;.,;.;;..::..;;::_..;;..;;.;;:;;....;;.;;;:;;;.;;;:;...... _______________________ _ 1. APPROVAL OF THIS TEMPORARY EROSION AND SEDIMENTATION CONTROL (1ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL Of PERMANENT ROAD OR DRAINAGE DESIGN (e.g., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF . THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLA TE APPLICABLE WATER STANDARDS. 5. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (e.g., ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) 6. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE TESC FACILITIES DURING THE WET SEASON (OCT 1 TO MARCH 31) AND OF MONTHLY REVIEWS DURING THE ORY SEASON (APRIL 1 TO SEPT 30). 1. All. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY ZONING CODE (FWZC), APPLICABLE ORDINANCES, AND THE CITY .COUNCIL CONDITIONS Of PROJECT APPROVAL THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE 1987 KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (SWDM). IT SHALL BE THE SOLE RESPONSIBILITY Of THE APPLICANT AND THE PROFESSIONAL CIVIL ,ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. All CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 2i THE DESIGN ELEMENTS WITHIN THESE PLANS HA VE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 3//\PPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT C0NSTITU1E AN APPROVAL Of ANY OTHER CONSTRUCTION (e.g. l)OMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.). /'-'-' . 4;'. BEFORE ANY CONSTRUCTION Of DEVELOPMENT ACTIVITY A PRE CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. GONSTRUCTION NOISE SHALL BE UMITED·AS PER FEDERAL WAY CODE (SECTION 22-1006); NORMALLY THIS IS 7 AM TO 8 PM, MONDAY THROUGH SATURDAY. 7. ANY AREA OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS \\HERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 15 DAYS SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS (e.g., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 7,<IT SHALL BE 1HE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN All CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK WITHIN THE ROAD RIGHTS-OF-WAY. 8i1'RANCH1SEO UTILITIES OF OTHER INSTAil.A TIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONS1RUCTED ,.UNLESS AN APPROVED SET OF PLANS THAT MEET All CITY REQUIREMENTS ANO THE REQUIREMENTS OF KCRS, CHAPTER 8, ARE .SUBMITTED TO THE CITY Of FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 8. ANY AREA NEEDING TESC MEASURE, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9. THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SflA.ll. .MOR£ ;HAI\! 011£ [') fllOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BAS!N. ALL CATCH BASINS AND CON\/f:YANCE LINES SHAil. BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER IN10 !Hf. DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT All PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. OUR!NC THE. TIME PERIOD OF NOVLMBER 1 THROUGH MARCH 31, ALI. PROJECT-DISTURBED AREAS GREATER THAN 5,000 SQUARE THAT ARE TO Ill:'.. LEFT UNWORKEO FOR MORE THAN 12 HOURS SHALL BE COVERED BY ONE OF THE FOLLOWING COVER MEASURES, MULCH, SODDING OR l'LJ\S'llC COVERING. 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CON1ROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACIUTY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST ONE FOOT ABOVE THE ANAL GRADE Of THE PERMANENT FACILITY. 14. WHERE SEEDING FOR 1EMPORARY EROSION CONTI<Ol. IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (e.g. ANNUAi. OR PERENNIAi. RYie APPi.JED AT APPROXIMAlfLY 80 POUNDS PER ACRE). 15. WHERE S1RAW MULCH FOR rEMf'ORARY EROSION CONTROL IS REQUIRED, IT SHAU. BE APPLIED AT A MINIMUM THICKNESS OF 2". 16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 22-1568 (C)(6)(a-g) OF F.W.C.C. • *I 'W ..... :z z ::, ::, ~ CL. iE 0::, Q • • I . ] t·' °' '•'j-"ZNVY\. ~ 664' ''>'\l :'.e I ELEVATION ONE C; D1A=2 'ONE B; DIA=) ZONE A 1/2 X /i ' 9{VERTICAL DATUM SHALL BE KCAS OR NGVD-29. 1ti: GROUNDWATER SYSTEM CONS1RUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTIDN. All. GROOl'fili'IA lffi SYS1EMS MUST BE CONS1RUCTED IN ACCORDANCE 111TH 1HE WSOOT /APWA STANDARD · , Sf'ECIFICA TIONS. 11.All. ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY, IN ACCORDANCE WITH WSDOT 2-06.03. '.,\" 1t00PEN CUTTING OF EXISTING ROADWAYS IS NOT All01'/£D UNLESS SPECIFICALLY APPROVED BY THE DIRECTOR OF PUBLIC WORKS AND , NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(8)3. 1;\:'15. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULA TORY ANO WARNING SIGNS PER 1HE LA TEST EDITION OF THE MANUAL ON '. UNIFORM TRAFFIC CONTROL DEVICES. 14:.AlL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT \\'£ARING COURSE. l$;ROCKERIES ARE CONS!OERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL ONLY. ROCKERIES SHALL NOT TO BE /CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHAil. BE CONSTRUCTED IN ACCORDANCE WITH KCRS DRAWING NUMBERS 19, 20, 1ND 21. ROCKERIES MAY NOT EXCEED 8 FEET IN HEIGHT FOR CUT SECTIONS OR 4 FEET IN HEIGHT FOR Flll SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL ENGINEER LICENSED IN THE STA TE OF WASHINGTON. EJ:H(jG/ROOT PROTECTION ORAN§E VINYL CONS1RUCTION FENCING TO BE PROVIDED AND MAINTAINED AT DRIPUNE ARct41[cT's APPROVAL REQUIRED FOR USE/ACCESS \11THIN ZONE B. PERMISSION FOR USE/ACCESS REOVJRES SURFACE PROTECTION FOR All UNFENCED, UNPAVED SURFACES 1111HIN ZONE B !_S!JBfACE PROTECTION MEASURES 1. Wt\,~b CHIP MULCH LA YER, 6" -9"DEPTH 2. 3/4"PL YWOOD 3. Slj:EL PLATES IB~~!ING/EXCAVATION ZQN!) A (CRITICAL ROOT ZONE) 1. NO DISTURBANCE ALLOWED WITHOUT SITE-SPECIFIC INSPECTION AND APPROVAL OF METHODS TO Mll'llMIZE ROOT DAMAGE. 2. ~VERANCE OF ROOTS LARGER THAN 2'D1A REQUIRES ENGINEER'S APPROVAL 3. TlJNNEUNG REQUIRED TO INSTALL LINES 3'-0'BELOW GRADE OR DEEPER. ZO!j~ R (DRIPUNE) 1. .ijpERA llON OF HEAVY EQUIPMENT AND /OR STOCKPILJNG OF MATERIALS SUBJECT TO LANDSCAPE Af«:~ITECT'S APPROVAL.SURFACE PROTECTION MEASURES REQUIRED 2. lllENCHING ALLOWED AS FOLLOWS: -'.EXCAVATION BY HAND OR WITH HANO-DRIVEN TRENCHER MAY BE REQUIRED ~ LIMIT TRENCH WIDTH. DO NOT DISTURB ZONE A MAINTAIN 2/3 OR MORE OF ZONE B IN UtiOISTURBEO CONDITION 3. tuNNELING MAY BE REQUIRED FOR TRENCHES DEEPER THAN 3' -0". J ' ZONE C ([E£D£R ROOT ZONE) 1./QPERATION OF HEAVY EQUIPMENT AND/OR STOCKPILING OF MATERIALS SUBJECT TO LANDSCAPE ~CHITECT'S APPROVAL 2; SURFACE PROTECTION• MEASURES MAY BE REQUIRED. 3.. TRENCHING WITH HEAVY EQUIPMENT ALLOWED AS FOLLOWS: .:.. MINIMIZE TRENCH WIDTH . .:. MAINTAIN 2/3 OR MORE OF ZONE C IN UNDISTURBED CONDITION 0 SILTATION FENCE DETAIL NOT TO SCALE 4; OVERHEAD BRANCHING LIKELY TO BE DAMAGED BY EQUIPMENT OPERATION SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT WITH PREVENTIVE MEASURES (PRUNING OR l(E-BACK OF BRANCHES) TO BE APPROVED BY THE LANDSCAPE ARCHITECT AND PROPERLY EXECUTED BEFORE COMMENCEMENT Of THE WORK. CALL 48 HOURS BEFORE YOU DIG 1~800-424-5555 THESE DRAVIWGS ARE NOT TO BE USED FOR CONSTRUCTION IJNI.ESS SIGNED BY THE REVIEWING AGENCY 3 TREE PROTECTION ZONE DETAIL NOT TO SCALE INSPECTION SCHEDULE 1. All. ESC MEASURES SHALL BE MAINTAINED AND REVIEWED ON A REGULAR BASIS. 2. THE ESC SUPERVISOR SHALL REVIEW THE SITE AT LEAST TWICE A MONTH DURING THE DRY SEASON, WEEKLY DURING THE WET SEASON AND WITHIN 24 HOURS OF SIGNIFICANT STORMS. A SIGNIFICANT STORM IS ONE WITH MORE THAN 0.5 INCHES OF RAIN IN 24 HOURS OR LESS. HYDROSEEDING NOTES 1. HYDROSEEOING SHALL BE APPLIED TO All AREAS DISTURBED BY CONSTRUCTION ACTIVITIES UNLESS OTHERWISE NOTED. 2. HYOROSEEDING TO BE AS SPECIFIED IN LANDSCAPE SPECIFICATIONS. 3. APPLICATION TO BE 100 LBS/ACRE. 4. 500 LBS/ACRE 10-20-20 FERTILIZER, 2000 LBS/ACRE MULCH ANO 40 LBS/ACRE SOIL STABILIZER TO BE APPLIED WITH SEED MIXTURE. 5. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 Will REQUIRE IRRIGATION AND OTHER MAINTENANCE .AS NECESSARY TO FOSTER AND .PR01ECT 1HE ROOT STRUCTURE. 6. FOR SEED BEDS Pl.ANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BE WILL BE NECESSARY. (EG, GEOTEXTILES, JUTE MAT, CLEAR PLAS11C COVERING. 7. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, IN1ERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 8. .THE SEEDBED SHALL BE FIRM WITH A F AH<LY FINE SURFACE. FOLLOWING SURFACE ROUGHENING. PERFORM ALL OPE'l<AllONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 9. FERTILIZERS ARE TO BE USED ACCOROiNG TO SUPPLIERS RECOMMENDA llONS. 'AMOUNTS USED SHOULD BE MINIMIZED, £SPEC1ALL Y ADJACENT TO WATER BODIES AND WETLANDS. MULCHING NOTES: 1. MULCH MATERIALS USED SHALL BE HAY OR STRAW, AND SHALL BE APPLIED AT A DEPTH OF 2". 2. tJULCHES SHAU. BE APPUEO IN All AREAS WITH EXPOSED SLOPES GREATER THAN 2: t. 3. MULCHING SHALL BE USED IMME'DIAlfJ. Y AFTER SEEDING OR IN AREAS WHICH ·. CANNOT BE SEEDED BECAUSE OF THE SEASON. 4. ALL AREAS NEEDING MULCH SHALL Br. COVfJlED BY N01/£MBER 1. · DRAINAGE NOTES 1. PROOF OF LIABIUl'/ \NSUR~K'.t'. SH;ll.L Bf. S'JBI.I\TIED TO THE Cll'/ PRIOR TO THE PRECONSTRUCTION MEETING. 2. All. PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-02.3(1). THIS SHAil. INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MA TERI AL, AND ANY REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. S1EEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT lREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 4. All DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. All DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHAil. HAVE SOLID LOCKING LIDS. 5. All. CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 41, 46, 47, OR 48, \\HICH INCLUDES THE STANDARD STAMPING ("OUTFALL TO STREAM, DUMP NO POLLUTANTS' AND "PROPERTY OF FEDERAL WAY". 6. All. DRIVEWAY CULVERTS LOCATED WITHIN FEDERAL WAY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3: 1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HA VE BEVELED END SECllONS TO MATCH THE SIDE SLOPE. 7. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, \\HERE REQUIRW, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE-FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: FOUR TO EIGHT-INCH ROCK/40-70% PASSING; TWO TO FOUR-INCH ROCK/30-40% PASSING; AND -TWO-INCH ROCK/10-20% PASSING. INSTALLATION SHAil. BE IN ACCORDANCE 'IATH KCRS DRAWING NUMBER 51, OR AS AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED. 8. NOT USED 'Civil Engineers Strncwral Engineers Landscape Architects Community Planners Land Swveyors Neighbors m TACOMA SEATTLE 2215 North 30\h Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue. Suite 1620. Seattle, WA 98101 206.267.2425 TEL Project Title: COMMUNITY OF CHRIST ST. LUKE'S ADDITION FEDERAL WAY, WASHINGTON C!lent ST. LUKE'S LUTHERAN CHURCH 515 SOUTH 312TH STREET FEDERAL WAY, WASHINGTON Job No. 209555.10 Issue Set & Date: PERMIT SUBMITTAL JUNE 4, 2010 fiOTlCE A!..'11.RM!Otl l'f llllS OOCl!lilENf tw.i ffi,IJJOAlf 1tE ~ S£AL AllD SIGNAllllE. f'IJ!U'J,lKfl If lltS OOC\Jwall !XlS N(ll DEROOAl! ffilll: RESUMD ~ lntffm N IT, 1WS l.lOCl1l,f.JiT IS ftft tl'l£ CH..Y t'OO: 1tti PRORCT ooonD It 11£ mtr ll.OCIC AN'I rs NOT 11> 8E USf!l FOO: RU'M.'I;. filli«L 00 AJlOtl10N m ntAT PROJ:CT a1 RR Nfi one ffl:O.Em'. A:, ________ _ &, ______ _ /A ______ _ & _________ _ Revisions: Sheet Title: T.E.S.C DETAILS AND NOTES Designed by: Drawn by: _Checked by: KKH MJS/TDS DSG Sheet No. C1.2 3 of 11 Sheets i _, COMMUNITY OF CHRIST ST. 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ROOF DRAIN UNES SHALL BE PVC SCHEDULE 40 2, ROOF DRAIN LINES SHAU_ BE A MINIMUM OF 6" IN DIAMElER AT 0.50% SLOPE Wl1H 2' MINIMUM COVER 3. CON1RACTOR SHALL COORDINATE All DOWl'JSPOUT LOCATIONS AND NUMBER WITH ARCHl1ECTURAL PLANS AND INCLUDE DOWNSPOUTS IN HIS 810, NO OFFSETS WILL BE ALI..O\VED 4. PROV!!)£ FOUNOA UON Dr!AINS AROUND PERIMETER OF BUILDING ANO CONN£CT TO CATCH BASIN 5, CONTRACTOR SHALL FIEU) Vl'RIFY CONDITIONS AND IMMEDIATELY NOTIFY ENGINEER IF PROPOSED IMPROVEMENTS CANNOT BE MAOE 6. STORM DRAINAGE PIPING SHALL BE CPEP 7. SEE DETAIL 6 ON _SHEET C4.1 FOR PIPE BEDDING AND 1RENCH BACKFILL. 8-2% MAXIMUM SLOPE IN ANY DIRECTION AT ALL HANDICAPPED ACCESSIBLE PARKING STALLS. 9. SPOTS ARE TO FLOWIJNE UNLESS INDICATED OTHERWISE. 10. CATCH BASINS TO HA VE STANDARD GRATES UNLESS OTHERWISE N01ED. 11. ALL CATCH BASINS TO HAVE LOCKING UDS, 12. APPLY SOD TO REGRADED BIOSWALES. 13. SEE ARCHITECTURAL PLANS FOR STAIRS AND RAILINGS. 14. CURB HEIGHTS ARE 6• UNLESS NOTED OTHERWISE, SEE C3.1 AND C3.2 FOR CURB TYPES. Civil Engineers Str:tJCti,JtA,/,,£,rigi!]f}SfS landscape Architects Community Planners Land Su,veyors Neighbors m TACOMA -SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253,383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Project Title; COMMUNITY OF CHRIST ST. LUKE'S ADDITION FEDERAL WAY. WASHINGTON Client: ST. LUKE'S LUTHERAN CHURCH 515 SOUTH 312TH STREET FEDERAL WAY, WASHINGTON Job No. 209555,10 Issue Set & Date: PERMIT SUBMITTAL JUNE 4, 2010 NOTICE ,ll.ltRATilM tf ms tll)OJqEtff NL iHYAUO~lE tHE 00~ UAW SklNA'!URE. F\llllCAllDH U 1liS l){l(;IM)I! ffl NOT WIOOA.lE fRClil RESEIMD ~ RlWts ~ ff. lllS l'lOOAIOO IS fCQ USE (l,ltY rot H Pl'lrr,£C1' t.8100£0 Ill i!E. llM a.oat »lb IS NOf TO !IE U:lD rat 11£PAl!f. 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CONTRACTOR SHALL FIELD VERIFY CONDITIONS AND IMMEDIA TL Y NOTIFY ENGINEER If PROPOSED IMPROVEMENTS CANNOT BE MADE 6. STORM DRAINAGE PIPING SHALL BE CPEP 7. SEE DETAIL 6 ON SHEET C4.1 FOR PIPE BEDDING AND TRENCH BACKFIil. 8. 2% MAXIMUM SLOPE IN ANY DIRECTION AT ALL HANDICAPPED ACCESSIBLE PARKING STALLS. 9. SPOTS ARE TO FLO\IIIJt-!E UNLESS IND/CA TED OTHERWISE. 10. CATCH BASINS TO HAVE STANDARD GRATES UNLESS 01HER\111SE NOTED. 11. ALL CATCH BASINS TO HAVE LOCKING LIDS. 12, APPLY SOD TO REGRADED BIOSWALES. Civil Engineers Structuraf Engineers Landscape Architects Community Planners Li:md Surveyors Neighbors m -;,if' tll,~ TACOMA -SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue. Suite 1620, Seattle, WA 98101 206.267.2425 TEL Prolect Title, COMMUNITY OF CHRIST ST. LUKE'S ADDITION FEDERAL WAY, WASHINGTON Client ST, LUKE'S LUTHERAN CHURCH 515 SOUTH 312TH STREET FEDERAL WAY, WASHINGTON Job No. 209555.10 Issue Set & Date: PERMIT SUBMITTAL JUNE 4, 2010 ··----·--NOTICE Atffi!Mll)( l) 111!$ !lOOAIM SHN.L I.\IAlIDAlt 1liE ~,q_ stAI. 4'1l S,00.ru/l:t Plli!Ur.A1ltll Of TU$ OO¢IJIOIT IXtS twr WiOol.1! fllUt !S:lMl). OlffRSltf' Rltms It rr. 11«S OOl.\lllllT !$ FOR lt.1: CltV F<R 1lfE P!IO,£C'l llOfltfG} 1M l!£ l'JTl( fl.(IO( Nil IS Nat TO BE Im mt 11£1'Nll. ~ M AOOOIOl't 10 m,q PRQ.ECf 00 fffl w:t Olffll PR1l.£Ct. & ________ _ ~------&, _____ ~ ~----------Revisions: Sheet Title: GRADING AND DRAINAGE Designed by: Drawn by: Checked by: KKH MJS/TDS DSG Sheet No. C2.2 5 of 11 Sheets --------------· .----~ ,_.,,--~---COMMUNITY OF CHRIST -STJ LUKE'S ADDITION P-ORTION OF THE NE 1/4 OF SW 1/4 OF SEQ,. 08, TWN. 21 N., RGE 04E, WM FEDERAL WAY, WASHINGTON ''· \ \ \ ,, \ ' \ \ \_ \ ·,'-'\. 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'-''II",.,.,...., Structural Engineers Landscape Architects -· Ct:J'mmut1tty·Ptanners Land Surveyors Neighborn AA'"J,".S/'1;] 'l't114 m ·'.1 TACOMA -SEATTLE 2215 North 3oth Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Project Tlt}e: COMMUNITY OF CHRIST ST. LUKE'S ADDITION FEDERAL WAY, WASHINGTON Client: ST. LUKE'S LUTHERAN CHURCH 515 SOUTH 312TH STREET FEDERAL WAY, WASHINGTON Job No. 209555.10 Issue Set & Date: PERMIT SUBMITTAL JUNE 4, 2010 NOTICE R.ltJ!A'lllll CF 1ll!S DOCIJ.IIWT ~ ffi,ltJD,\lE 1llE ~ VJ. All) SIIJitJtf1£. PUaJC,.Tffi rtf TilS llOCtllfBIT DOCS NOT l'l:MG4'1i: fRal: RESElMl) O'Mf;lGF lffl!IS 1K IT, 1ltS ~T 1$ AA USE MY~ TI£ f'RO.E.CT 'OOUlll:ll IN 1ll£ llll.E 11.-0CK Nil IS KOT JO 1£ USE!) 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SEE DETAIL CD REMOVALS£ BOI.J./\ROS. SEE DETAIL @ WHEELCHAIR RAMP, SEE DETAIL (D SIDEWALK, SEE DETAIL @ 18" HIGH ROCKERY WAll @ STEEL BOllARDS AT FlRE HYDRANT (j) PAINTED DIREC'flONAL ARROWS @ FEDERAL WAY STANDARD COMMERCIAL . · DRIVEWAY 3~6A. SEE DET All eivH Engineers-•---"-' Structural Engineers Landscape Architects Communi!y Planners Land Surveyors Neighbors m Ll:-1· )11114 TACOMA SEATTLE 2215 North 30th Street. Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Pro iect Tltfe: COMMUNITY OF CHRIST ST. LUKE'S ADDITION FEDERAL WAY. WASHINGTON ~ ST. LUKE'S LUTHERAN CHURCH 515 SOUTH 312TH STREET FEDERAL WAY. WASHINGTON Job No. 209555.10 tssue Set & Date: PERMIT SUBMITTAL JUNE 4, 2010 NOTICE Al.1001100 Cf lHIS llWMEHT S!Ml i!VIWATE TIit ~ :i£Al. 00 SDIAl!ff. PIJIU:#.TQI a' 1ltS OOOJmff ~ NOT OOIOOI.TE FRlll IIE!llMD O'IHJISHil RIGIJS 1H IT. TKS !00./IElft ts fQI ii$: (H.'( fQI 111£ PIW:CT m:Nl1FED IN 1ltE 1l'fl.£ llOCK Min IS HOT 10 8£ llSEll l'llll llEPAIR. REll(OO. M .\001!-0N lO IIUJ f'f(O.(C:f tn fa!. ,I.NY Olll.R PRO.lCT, ,& ________ _ &_ ______ _ &. _____ _ & _________ _ Revisions: Sheet Title, HORIZONT Al CONTROL AND SURFACING Designed by: Drawn by: Checked byi KKH MJS/TDS DSG Sheet No. C3.2 7 of 11 Sheets ·····COMMUNITY-·Of .. CNRIST-.... S.T. LUKE'S .. ADDI.TION ... __ _ PORTION OF THE NE 1/4 OF SW 1/4 OF SEC. 08, TWN. 21 N., RGE 04E, WM FEDERAL WAY, WASHINGTON .,,--CONCRETE FILLED 2500 PSI _,_ ___ 1c; :-< WITH ROUNDED TOP 3" + 6" 2711 . , ,< •• 4 4• .. 6" ' . . . . , . .. .. . . V ....JI . . . . 2" IMOE, WHITE REflECTIW: TAPE 6" DIAM STEEL PIPE -FILL WITH CONCRETE AND PRIME AND PAINT W/ 3 COATS OF ENAMEL ( COLOR SHALL BE AS SELECTED BY THE OWNER) FINISH GRADE ...• M . ~ • 'll ~. ANCHOR WITH 6' X 3/8" DIAM STEEL ROD -SI.EEW: FOR 6" DIA. STEEL PIPE '-...........,. SET POST IN CONCRffi -18"-I 1 13 lliltR liOOI" ____.,.-. ,. ... """"~ f3 BAA~ CORNER~/ '3 ltAR EMlH SI)£~ ,,. 't AWi£ mo GR.\lE .. .... """"' 1ft' mstR SEm10H ~nWP ..... _ ~ f3 BM EM:t1 W,,.Y 't_, NOTES: 1, CATCH BASINS SHALL BE OONS1'RUCl'ED IN ACCORDANCE Wffli ASn.t t478'{MSHTO M 199) & CS90 UNl.£SS OTHERWISE SHOWN ON PLANS OR NOTED IN tHE. WSOO-T/APWA SfANDARO Sf>EOIFICATIONS. 2. As:'-~ AC:CEPTA8l£ M..TERNAtlVE TO REBAR, WElDEO WIRE FA.\ffllC HAVING A MIN. AREi\ OF 0.12 SQUW lNCttES PeR, FOOT MAY BE USED. WELDED WIRE FABRIC SHALL ®\!PLY 10 ASTM M97 (MSt-fro M 221). WIRE FABRIC 5™,U;, -NOT BE PLACE0 #,1 KNOCKOU'JS, ' 3, ~iniNFORCED CAST-IN...Pu.c£ OONCREfE '3ttAU.. BE ¢I.ASS :4000 • 4. ~ BASES SHALL BE FURN[SHED WITT! CUTOl.JlS OR J{NOCl(()UTS, KNOCKOJJIS SHALL. HAVE A WAU. 'THICKNESS Of ·!t" MIN. AU. PIPE $tWJ. BE INSTALLED IN F'ACrrORV ~ED KNOCfCOIJIS. UNUSED l<NOOKOUl'S NEED NOT ~:'GROUlm IF WAU. IS LEFT INl'ACT, • 5. ~I.If OR cvrour HOLE SIZE IS tQUAl TO PIPE OUTER !'AW-" Pt.US CI\TCH 8ASIN wm THICKN£SS. 6. ftQIJND KNOCl<OUTS MAY BE ON AU. 4 SIDES, WITH MAX. Dli\M. OF 20". KNOCKOUTS MAY BE. EITHER ROUND OR "D"' SHAPE. . . '/. '(~f WvC. DEPTH FROM lHE RNISHED GRADE 10 lHE. Pi:PE.INVERT IS 5'-<i", 8. lttll; JAP£R ON ntl:: SIDES Of lHE PRECASr BASE SECTION Atf_D RISER SECTION SHAU. NOT EXCEED 1/2"/FT. 9. ~'tel-I BASIN FRAME ~ GRATE SHAU. BE IN ACCOROANCf WJlH Sf.6.NOMD SP£C1F!ClffiONS AND MEEI' lHE Sl'REWm-1 R'£Q(J!REM£NTS OF' FEDEWIL SPECIFTCI\TION RR-F'-621D. til/l,llrffi SURFACES SKAU. BE AHtSHED TO ASSURE NOff•ROCKlNG FIT wmt Alff COVER POSITTON, 10. Ftw.1£. . AND ORATE MAY 8E INSTALi.ED Wffii ftANG£ DOWN l'.lff'·CASr lNTO RISER. 11. fOR CAlCH BASINS IN PARKING LOTS REFm TO WSOOf/WWA ~CWW DWO. 81-b. 12. !tOGt Of RISER OR BRICK SHAU. NOT BE MORE 'THAN 2" FROM ~ EOG£: OF CATCH BA$N WAU.. !, "" ""' -~•-.:/.:·.:::-:,·;..,'i~i:,t~~~t ,,fl:,0 ... ,,\-,..l :t.~ ~.,.. .......... !.,, ~;-".:J.1.-.:~ ,. "---.t....:-.~ •• ·~; 24• DWI. ~ ·/ 'N 1,1,'. :--~, ... ~ ·!i~ 48". ~ 7r. 00" ' ;;;_)'~ tti::~·' ft3~~~;;,.-,.:,: ~.~"-' rt:;~ ....... l{H ~Ii f1J. -"\ J :.'1: !-"'.~l ,>'. X'°"'··I " :-1 .. : ~-L•.',~-3.~ -·-F'~--SfEN.20A: IJJ,l!)l;R. CIRl£t4l' ~rMl.wu. ~Z." """"' 1, CATCH BASINS StWJ.. BE CONSTRUCTED IN ACGORO,A,NCE WITH ASTM C478 {MStflO l..!199) ANO AS1'M 0890 UNl.£SS OTitERWlSE SHOWN ON Pl.ANS OR NOTED tN THE WSOOT/AFWA STANDMD SPECIFICA'TIONS. a. ~DHOI.DS IN M).IUSfMENT SECf!OO S!WJ. HAVE 3'" MIN, Cl..£AAANCE. STEPS IN CATCH BASIN SttAIJ. HAVf 6" MIN, Cl£AfW«:E. SEE OWG, NO. 2-oo&, CATCH BIG!N DETAILS. I-Wll)JiOLDS SHAU. 9E Pt.ACED IN ALTERNATING GRADE RINGS OR LE\IEUNO BRICK COURSE WITK A MIN. Of ON!:: HANDHOU> BE:TWE£H M LAST Sl'£P ANO TOP OF TiiE hW4HOLE. 3. ALL REINFORCED CAST-IN-PLACE CONCREtc: SHAU. BE CLASS 4000, ALL PRECAST CONCREl'E SHAU. B£ Cl.ASS 4000. 4, MECAST BASES SHi\U.. B£ FURNISHED WITH CUTOUTS OR KNOCKOutS. KNOCKOUTS SHALL HAVE WALL lHICKNESS Of 2." MIN. UNUSED KNOCKOVTS NEED NOT BE GR0UJto lf WN..L IS L£FT INTACT. PIPES SHALL BE INS'f'AU.EO ONL'f IN f"ACTORY KNOCKOIJl'S UNlESS OTHEAWISE APPROVED BY TI-IE ENGINEER, 6. KNOCKOUT OR CVTOOT HOLE SIZE SHALL EGUA1.. PIPE OIJf£R ~. Pl.US CATCH BAS!H WALL THICl<NfSS. MAX, HOLE SZE SHAU. BE 36" FOR 48" CATCH BASIN, 42" f"OR 54• C.B., 48~ F"OR ~ C.B., 80" FOR 72" C.B., 84~ FOR-90• C.B. MIN. D!SrANCE BETWaN HOLES SHALI. BE 8" FOR 48"', 54•, AND 60" C.B.; 12"' FOR 72" N-ID ss~ c.e. 6. CATCH MSIN FRAMES AND GRATES OR CXM:RS SIW.L BE IN ACOORMNCE wm1 SE'C, 7.05 OF K.C.R.S. AND MEET THE S'iRENGTH REQUIRE'MENTIS Of FEDERAL SPEC1FICA110N RR-F-6210. MATIHG SURFACf:S SHAU. SE FINISHED TO ASSURE NON-ROCKl«G Ftr WITH Im C0V£R POSmON • 7. Al.I. BASE REINFORCING SJ£EL SHAU. HAVE A MIM. YIELD STRENGTH OF 60.000 PSl Nm BE Pl.ACED IN THE UPPER tw.F Of 1HE BA$£ wrfH 1 ~ MIN, CLEARANCE, .~ ..... ,ii1 ;·~tf?.;~ ... ti';: .,:'~'!<.1'f i'li-:,: ;fJ'tii f. ~-,.. . •'t-~i•:'~ •. 3.....,. ~:::3: = ~ :4;..tt~ OWi. 8. MIN, SOIL BEAAING VALUE SHALL EQUAL 3.300 POUNDS PER SQUAR£ FOOT. ' ' l'1 •FOR sawt.\TE ...,...,........ ""'' -""" ... ,.._ ..... """' o.23: 00, 11./.fr. ltt l:JOI ~ FOR 48" Olfl1.I. 0.19 SQ, IN.i')'t. IN ~ OIREC'l'ION fllR et-• D1Mt1.. aui SQ. !1'_1./.ff. IN UCH DIR£CmM RlR W DWI. 0.36 SQ. IH.-_m-. 1H ~ QIRE.Ctl(lN FDR :ra:_ DWil. 0.3t SQ. INJFT. 1N Et.Qt DlRl;COOM Fm .... DWtl. ...... s: ... t~ OR.lll'EI.. IWJ<Fll.!. FOR fllUNOKllOMS $' MN, ~ OEPl)I FQR Mt'ASf 8AS&: ONLY. 9', f'OR. DETAILS SHOWING UDDER, SiEPS, HANDRAILS />.NO TOP SLABS, SEE DWG. NO, 4-4. 10. SEE THE WSOfJr/MIWA STANDARD ~FIClt'TtONS SEC. 7-05.3 rOR JOfHT R£QU1REMENTS. ~ iii!\!1!t~~ ~ OIL~ r, rH fJQI OlRECl1CN FOR 60" DW,I. r.=~==~~= ---1 ~.~n~~~ BOLLARD DETAIL PUBLIC WORKS DEPARTMENT CATCH BASIN TYPE 1 OWG. NO. 4-1 PUBLIC WORKS DEPARTMENT CATCH BASIN TYPE 2 48", 54", 60", 72", &: 96" DWG. NO. 4-3 0 ~~ 1°,~eH · BASIN TYPE 1 0. 3 CATCH BASIN TYPE 2 NOT TO SCALE .,,.. ... ~-. l~-lU~~m%ril,Uflf1r~~ID1~rn~111, 02 //,'/ 6' MIN /// ;; 'l,:, -6" MINIMUM DIAMETER----.....-....._~/ (/h hhu (<// (J 1 [ 2' MIN ~\JJ,Y I ~ 2' MIN J LEGEND Mm /~if-/ ~ 4' MAX SURFACE SEAL; NA TIW: SOIL OR OTHER LOW PERMEABILITY MA TERI AL GRAW:L BACKFILL FOR WALLS; WSDOT STANDARD S?'ECIFICJ\W0l\S, SECTION 9-03.12(2), OF FINE AGGREGATE FOR PORllAND CEMENT CONCRETE; SECTION 9-03,1(2). FOUNDATION STRUC1URE DRAIN PIPE; PERFORATED OR SLOTTED RIGID PVC PIPE LAID WITH PERFORATIONS OR SLOTS FACING DOWN; TIGHT JOINTED; WITH A POSIT!W: GRADIENT. DO NOT USE FLEXIBLE CCRRUGA TEO PLASTIC PIPE. DO NOT TIE BUILOING DOWNSPOUT DRAINS INTO FOOTING LINE. 4 FOOTING DRAIN NOT TO SCALE h .. _.......,......__.,. -~ ,--·-····"·"·--·-·-, .. ~-·--------------·---~··--"•"-12' DRAIN .BASIN l 2" t'") -DUCTILE !RDN GRATE \,/ / CAST IRON FRAME INLET AND oun.n ADAPTERS AV AILABl.oL 4' THRU1r?."' 1·~ ___ -1-1 I=.__ 0-·----, VARJAJ.E INVERT . . ] V.ARIA!lLI.,: llV[RALL HEIGHT :·~0! __ ,_j . HE!CiHT >.Q) L;"l :.,_ VARIOUS IYPES or OUTLETS \./!TH \,/ ATERTIGHT ADAPTERS HJR, MJS N~I2 SDR-3'.5 S['w'CR SCHCDULF 40 D\./V CLH?RUCil\T[D rvc RIBBUl PVC 15" DRAH,J BAS-IN ·--··" ,,_ ....... ---~ j____ I _____ t z ~ I = 'i..o <(2) MAXIMIJM RCCOMME:NDCD [lVERALI. HEIGH] 10· N -I ':.er->(l) ADAl'TERS jBI * ( 1) MOUNTEl'J UN ANY ANC,LL 0-TD 3'.,9'. TO DETE:RM!NE MINIMUM ANGLE BET\JEEN ADAPTERS SE[ DRA\./ING NO, 7001··110-012, DUCTII.E lRllN GRATE \,/ / CAST !RUN FRAME -r~~~ VAR~~-··-·-~--1· 1·1 VARIABLE INVERT _ -·-· GVERALL HElrrT -;--~':s·· HEIGHT •(2) · lNL[T ANIJ OUTLET ADAPlTl~S AVAIIOABLE 4' THRU 15' -VAr,mus TYPES OF OUTLETS \./!TH \./ATEPT!GHT AOAPTFRS F'OR1 ADS N-12 SDR-35 SE\./ER SCHEDULE 40 D\./V CORRUGATED PVC RIBBED PVC ~ uj ::,, -"' ~ l ,n st *(2) MAXIMUM RECOMMENDED DVEl,ALL HEIGHT 10' x/ ,ii(D ADAPTERS CAN BE MOUNTED UN ANY ANGLE *(1) o• TO 359". TO DETERMINE MINIMUM ANGLE BET\./EEN ADAPTERS SEE DRA\./!NG NO. 700!-ll0-012, DRA\./N A\./AI MATERIAL THIS PRINT .DISCLOSES SUBJECT MATTER IN VHICH NYLDPlAST HA BYi PRDPR!ETARY RIGHTS. THE RECEIPT OR POSSESSION OF TH1S PR:!N D TEil UGOO OOES NOT C!]NFER, TRANSFER, IJR lICENSE. THE USE OF THE A : A DESIGN OR TECHNICAL INfORMA.TiUN SHOWN HE.REIN REPRODUCTION r.==--,c-,cc-b=""=cc,-· OF THI:; PRINT OR ANY INFORMATION CONTAINED HERE1N, DR APPD -· • -· L,.JA I t'RDJECT NO./NAME1 0-~.,-; 3130VERONAAVE--= BUFORD, GA 30618 \._ ~ PHN (770) 932-2443 f:::Jwll@ Il01§U FAX(1101,s2°2<eo J · www.nyloplast-us.com io',ANUFACTURE. OF ANY ARTICLt H"ERffRLIM, fOR THE DISCLOSURE BY TO OTHERS JS FORBIDDEN, EXCEPT BY SPECIFIC 'wRITTEN : PERMISSION FROM NYLDPLAST, DATEr11AUG00 TITU .. 1 12" & 15" DESIGN DETAILS DRAIN BASIN D\./G A I SCALEN1·s SH,EET 1 OF 1 I D\./G ND,?OoI-110-046 ----Lst,z&-. ---'---------REV!l © 12' /15' AREA DRAIN DETAIL NOT TO SCALE *6' o-o-o-o-0-0-0-o • UNLESS OTHERIMSE NOTED ON PLANS EXISTING AND /OR PROPOSED GROUND OQ .,.LIO 0/ ~ 0000000000000000 0000000000000000 0000000000000000 0000000000000000 0000000000000000 _,__,on O o oooo O ooooo O o 4' MIN. FACE ' 12" MIN. DEPTH QUARRY ROCK PLAN SECTION CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 THESE DRAWINGS ARE NOT 10 BE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY 0 9..l!Tf ~LL RIP .. RAP DETAIL RIGID FLEXlBLE ---------··o·-0--BACKr1LL unLI'fY TRENCH.ES WITHIN BUILOING AREAS AND PAVED AREAS WITH BANK RIJN GRAVEL 95% COMPACTION PAW:O AND .90% COMPACTION UNPAVED. TRENCH BACKFILL IN UNPAVED AREAS !MlH ONSITE NA TIW: FILL OR GRA W:L \V,CKFILL FOR PIPE BEDDING. --· PIPE'.BEDOING PER W.S.D.O. T. 9-;0).12(3), 95% COMPACi!ON (01, CONC) (CPEP, CMP. PVC) /··OUII.OING OR PAW:MHH ~'>w~"-!w:«(~'0 '0-.«W .y(_~~ ,,w/ «'0 >:;, «v '0 v, /«-vw,/'0w01 0V/Y'.~ V/v0' ~~v'0\ :S«~~ 0W'\~ 4v'0»Y A'0 "/" 10>~{~'0 /> ~Y-:.1;(\'<,'·./.)Y, '"./, ,S'////: , , ·;,·/. , ,." '//'//.,,, ' .. ' )-//~'\ <,..._,_y;,-; j, ,-.-1"'//~:)/</{:, .. , . . '~·r·· i· -.. '//'.>/,~''\'--\, ., ,. , .. ,)/0<:)jfi' h ··, •• ., •• ,, \,\/ /S'" .-;;. /?l:,. . ,--.,: '<''..' ····:.''¥··.:.,·.· ' ·) S. ...• L ,, {f,>1/~ 1 ?;,W1 !~i)' ID + 30' '·:1 .. lo 8 SUBGRADE ELEVATION 6' MIN PIPE AS SPECIFIED ON PLAN OR SPECS ·WALL, SEE STRUCnJRAl on AIL$ • ROOF DOWNSPOUT ---. SEE ARCHITECnJRAL DETAILS. 6" PVC CAP --· CUT HOLE TO ALLOW DOWNSPOUT TO PENETRATE IMTH 1/8" CLEARANCE. ' -F~NISH GRADE c~ r 2" MIN. NOTCH OUT FOOTING ---,.c":'!:"C:.' ..:'.":'._~ ..'._' '.:_'r:.. • .._.._.J_ fOR DOWNSPOUT LINE SEE STRUCTURAL PLANS PROVIDE FITTINGS ~. ··.· AS REQUIRED. • ~ 0.5% --w~ \l " a? L ., L ec--:-r---:::::-,.1 '1i " !l <J 4 4 '--<!· .1,, /\ a A ., <J 4 NOTE: 1. TRENCH BACKFILL MATERIAL SHALL NOT HAW: PARTICLE SIZE GREATER THAN 1' WITHIN 12' OF THE PIPE. FOOTING SUBDRAIN BUILOING FOUNDATION SEE STRUCnJRAL DETAILS S ~~~~ .. ~EDDING AND TRENCH BACKFILL 7 ~-~~.~SPOUT CONNECTION y 3/4" DIA. SMOOTH BARS 1'11TH ---. ENDS WELDED TO BAR-FRAME PIPE COUPLING ,~ ~----2'x5' ANCHOR STRIPS WELDED TO 3/4' DIA. BAR-FRAME. 4 PLCS. SP ACED UNIFORMLY f ASTEN v.lTH 1 /2" GALV. OR NON-CORROSIW: BOLTS & NUTS. 3' -5" FOR 18" DIA. 5" -8' FOR 24' DIA. 7' -9' FOR 30" DIA. MQI!]; 1. CMP OR CPEP END-SECTION SHOWN; FOR CONCRETE PIPE BEW:LED ENO SECTION, SEE KCRS OWG. No. 11. I BEW:LED PIPE END SECTION I t SIDE VIEW 4' O.C. MAX. BAR SPACING 3/4' DIA. __,.., BAR-FRAME 2. ALL STEEL PARTS MUST BE GALVANIZED AND ASPHALT COATED (TREATMENT 1 OR BETTER). (9) ~-~~~!S BARRIER '-,._/ FRONT VIEW WELD ENDS TO FRAME r 1/2' GALV. BOLTS OR NON-CORROSIW: BOLTS · AND NUTS 3/4" DIA. SMOOTH BARS v.lTH ENDS WELDED TO BAR-FRAME Civil Engineers Structural Engineers Landscape Architects Community P/anne-rs "-<s~. -t.:and·-5urveyors· -Neighbors m TACOMA· SEATTLE 2215 North 301h Streel, Suite 300, Tacoma, WA 98403 253.3812422 TEL 1200 Sixth Avenue, Suite 1620, Seatue. WA 98101 206.2672425 TEL Project Title: COMMUNITY OF CHRIST ST. LUKE'S ADDITION FEDERAL WAY, WASHINGTON Client: ST. LUKE'S LUTHERAN CHURCH 515 SOUTH 312TH STREET FEDERAL WAY, WASHINGTON Job No. 209555.10 Issue Set & Date: PERMIT SUBMITTAL JUNE 4, 2010 NOTICE ,IJ,'JW'llON ff' '1IUS DOO.ilEtif IW,11 t/'11.UMlE lH£ ~ &IL AJfl ~--fW.IC.\TIQtl rE m'i OOOM>ff !XS IIOT ~lE FRW ~ Oll/lt1iSHP liltfflS Iii tr. Tl:tS IIQ(.lWf IS fl* USE ®Y RR 11!£ f'ffO..ECT IOOlllml t; lilt mt£.ll(Q( ANO IS 1101 'JO BE ~ FDR llPAl!I, Ra100a. M AWllt'tl ro 1llAT PRD£CT Ql M NO' Olla l'RO.£CT. /!:. ________ _ /! _____ _ ~------& __________ _ Revisions: Sheet Title, DETAILS Designed by: Drawn by: Checked by: KKH MJS/TDS DSG Sheet No. C4.1 8 of 11 Sheets I " HMA CLASS 1 /2 vVv D. '-';'J 1/4" MINUS CRUSHED BASE bi v COURSE /ll/~;;111;)11111~11~ '-SEPARATION GEOTEXTILE FABRIC ~COMPACTED SUBGRADE TO • tllIE;.. MINIMUM 95% DENSITY DEPTHS ARE COMPACTED THICKNESS ~ " .•. ·-------~--' --•. -'--•··-· '" x, ---~---<---~·--·-·~------~"•" ··---., . COMMUNITY OF CHRIST ST. LUKE'S ADDITION PORTION OF THE NE 1/4 OF SW 1/4 OF SEC~\08, TWN. 21 N., RGE 04E, WM FEDER~L WAY, WAS~INGTON 10" (I" '.~.r· EXTRUDED ASPHAtT OR CEMENT CQNCRETE. CURB a MIN. " FOR USE IN PRJVATE PARKING AREAS ONl Y l ., friw 0, ---_. "'. ,_, ,: 1C' "' --' v • i fr:~ :'.i ul.~1 ~ R '; 'TOCONFORMTOCRQWN SLOPE OfH:002 rr JFT. 'MOUNTABLE. CEMENT CONCRETE CURB 4 " CXPM.iSlON J()tNf ,, CD ASPHAl TIC CONCRETE PAVEMENT STRUCTURE ~---<CURB AND GUTTER -~O,:FLIFT. ~p..!:3.'S3 cal.!Em COMCRETE $101!.wAIY. 0.02 FT/fT CEMENT CONCRETE CURB, WSDOT SPEC 8-04 \ 12.5• BOTIOM OF CUT/SAWED JOJNT AT 15' INTERVAL . . I • - ' ' <O 10' 5' • .,. «, 6' 2.5' EARTH BACKFILL IN PLANTERS .• • !IT . ·m·' 'T -1-----'f--------' -rr.w.r/-l l=-111~ ii=== = = :::::111:::::111-=I I 2' PVC AT 40' INTERVALS, AND AT ALL LOW POINTS TO PROVIDE AOEQUA TE DRAINAGE THROUGH CURBS OR LANDSCAPE PLANTER ISLANDS. PIPE TO BE BEVELED TO MATCH FACE OF CURB. EXTRUDED CURB NOT TO SCALE RAMP TEXTURE-~ (SEE NOTE 1) 3/8' EXPANSION 4' SHINER EACH SIDE OF EXPANSION JOINT (TYP) JOINT ,12:r ~ ...c.f,, .. ~ \ SIDEWALK~ ~7· CURB LIP SHALL NOT EXCEED 1/2" -E~J ~ . 1. RAMP TEXTURING SHALL CONSIST OF lRUNCATED DOMES ACCORDING TO WSOOT STANDARD PLAN F-3A. 2. CURS RAMP W!LL MOT BE POURED INTEGRAL 'MTH SIDEWALK AND SHALL BE !SOI.A TED BY EXPANSION JOINT MATERIAL ON All SIDES, BUT NOT AT END OF RAMP ADJACENT TO THE ASPHALT PAVING. 3. All EDGES SHALL BE BEVELED 0 WH~~lCHAIR RAMP CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY NOTi':S: ,r .. · .. ~· . ,, 't tt..~-".,;. '· .-',. r ,J..1, •-~ "----,.;,;, ~~ ... ·~ 1".· :•. ..... •• ' .;' r ... :·, .... ~--, ...... ~ .--..; •• :.~~ '"'"'"""'"'""""""71.:;;;;J, .... ,. ,.,.:.· ~ ·1"" ··-1e·. "·1 C c:T:H;;:l~::~~:SSSACP (OR MATCH EXIS!T!NG). MIN. 2" CSTC X!ST!NG PVMT. CEMENT CONCRETE CURB & GUTTER REPLACEMENT .ec 1. SEE SEC. l 04 K.C.R S. FOR JOINT REQUIREMENTS. 2. ROLL GUTTER TO MATCH POO!TJVE SUPEREi.EVATlON. '.J.. SEE $1:;CTION S.M fOR EXT RU OED CURS ANCHORAGE. 4. TO BE USED ONLY AS APPROVED BY PUBLIC WORKS OEP'T. ~ EXISfflNG CURB REPU\CEMENTW!LL REQU:R£ REMOVAL OF AsPHALT A MINIMUM 12" FROM FACE OF GUTTER ----PUBLIC WORKS DEPARTMENT 1·~· i1,Ji{0TOP \lt-' lfl' P,1 ORIV!iWAVS. tlLW'QEMENT CONCRETE CURS & GUTTER 5\!Z', /'" R•1i2" ., p;WEMf.NT ;. ~ d!iMENT CONCRETE BARRIER CURB CURB DETAILS OWG. 3-4 NO, ::;>l}(~7>~'.:;lc~i;\;,,;'.,ic.;::·:,.>;:f,r;;.~,~>'.,:t<:::~;:;:;<\'.'.;;b~SS'~,:i' NOTES: 4' CEMENT CONCRETE SIDEWALK 4• CRUSHED ROCK BASE VARIES 1. CEMENT CONCRETE SHALL BE CLASS B. 2. DUMMY JOINTS CONSISTING OF 3/16' BY 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT 15 FOOT INTERVALS, 0 CURB_ & GUTTER REeLACEMENT 0 CEMENT CONCRETE SIDEWALK 12·1 I 6' PAVEMENT NOTES: 2·1 r PRESSURE TREATED, FIR/HEMLOCK, 0-41b 3/4~ RETENTION ·· · 8'x8' S4Sx4'-0' 1/2' GALVANIZED EYE BCLT 1/8" MIN, THICKNESS W/ WASHER AND NUT. GALVANIZED STEEL OR / RtCESS NUT AND PEEN ALUMINUM. INTERIOR , BOLT iHREADS, SIDE DIMENSIONS 112 GREATER THAN POST --· ~ ,r-500 LB. MIN. TEST GALVANIZED DIMENSIONS % / CHAIN ANCHORED IN CONCRETE CLASS 3000 CONCRETE 1:..-,;. ,· -..... • '. 11..,-,-1 "' _,,. :°1, ' ~ "' I "' 3•~ MIN. DRAIN PIPE =1 • , -ANCHOR WITH , ~ DIAM, STEEL R~D x 3/8" 2£ 0 REMOVABLE BOLLARD VARIES 2% SLOPE (1/4' DROP PER 1') ·~ .. :,;:--. ~---,--------.----.,.,. .·:'" .•. ,.. •-" ~;:-.. ~,.,..},J 1/4-11 R ,":·." ·:.' · ''!" ·. ,:--.,::'.·:·· ·.~,-.····: ·/:· · ~"..tt~. ~, ... ·, · ... ~·:··, 0 0 0 0 0 0 o0o0o0o0o0o0o0o •• "I>' 00000000000000000000000000000 .. ·:·.-.~:· o~~o~ooo~oo~oo2,g_oo~oo~oo-=, / l 4• , . ,,; ;~~~111'' 11 i IJffil 111111 n, I i1n,, ,n,,, ,n ',11 ,-.o o o"--fl'I=. -111-1•· ,'~jjf '(1ilffil I . 4' COMPACTED BASE COURSE 111--111-1• l a· I 6' COMPACTED SUBGRADE ----' 1. COMPACTION FOR CONCRETE CURB AND WALKS TO BE 95% OF MAXIMUM DENSITY. SEE SPECIRCA TIONS. 2, EXPANSION JOINTS SHAU. BE AT 10'-0' INTERVALS OR AS SHOWN ON ARCHITECUTRAL PLAN& 0 INTEGRAL CURB AND WALK ~-----·--·~""'"',,.~·------------EXPANSfON JOJNT I _•(M~ ·---RCGHT-oF-WAY UNE J-r-.RIGHf-OF-WAY UNE I Pl.ANTING STRIP. lf fl,N(. SEE CURB DETAIL OAAWING J-4 NO'IES: 1. COMMERCIAL/INDUSTRIAL DRIVEWAYS WIDER Tii!IN 40' MAY BE APPROVED BY THE ENGINEER CONSIDERING TRAFFIC SAFETY ANO NEEDS OF THE ACTIVITY SERVED. AU. COMMERCIAL/INDUSTRIAL DRIVEWAYS SHALL HAVE AN EXPANSION JOINT LOCATED MID-WIDTll. SEE KCRS SEC. 3.04. 2. SEE SEC. 3.2. 13 ANO CURB DETAIL DRAWING 3-4. COIENT CONCRETE DRIVEWAY 8" '!HICK< 3. CEMENT CONCRETE DRIVEWAY APPROACHES SHAl.l. BE C0NS)RUCT£D WITH CEMENT CONCRETE CLASS 4000 WITH 4% TO 6% AIR ENTRAINMENT. REV. 04/11 /0B ~-SECTION A-A PUBLIC WORKS DEPARTMENT 4. FULL DEPTH EXPANSION J01NT IF DRIVEWAY WIDTH IS 15' OR GREATER. • SIISEO ON TYPE or EXPECTED VEHlCL£ IJSt COMMERCIAL CURB & GUTTER SECTION DRIVEWAY DWG. 3-6A NO. ® ~-Q~~ERCIAl CURB & GUTTER SECTION DRIVEWAY ,•. _._, --~ -U~.O Civil Engineers Structural Engineers LEndscape Architects Community Planners Land Surveyors Neighbors m ---~----~-~ --· -~-~-,-~---TACOMA· SEATTLE 2215 North 30th Street. Suite 300, Tacoma, WA 98403 253.3832422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206267.2425 TEL Project Title~ COMMUNITY Of CHRIST ST. LUKE'S ADDITION FEDERAL WAY, WASHINGTON Client: ST. LUKE'S LUTHERAN CHURCH 515 SOUTH 312TH STREET FEDERAL WAY, WASHINGTON Job No. 209565.10 lssue Set & Date: PERMIT SUBMITTAL JUNE 4. 2010 NOTICE Al.ll'.RAnoo ff lttlS OOOJllfl« SffAIL mNl!lAlE 1lll: ~ so.I. MID SOl:lnll£. l'UIIJCA.lllW IX' ms 000.llfMI' llOf'S HOT OCflQGA TE fllOil lll'SDMII crMIGflP PJGflS H IT. 'MS llOCUIIOO ts fat lJSll. (N_'( Rff 'JIIE Pl!O.EtT llOOlfED Ii '!HE mu: il.OCI( 00 ts ltOT TO 1£ ll!cO R»1 R!:PA!R. REMOOa 00: ADllfllM 10 mu A!O.£CT 00 Aft RiY C1l(R f'RC.ECT. & ________ _ .&, ______ _ & ______ _ & ______ _ Revisions: Sheet Title, Designed by: KKH Sheet No. DETAILS Drawn by: MJS/TDS C4.2 Checked by, DSG 9 of 11 Sheets ...... --.. -·· -~----~-·---------. ~----· -~ .. ~'-•' ·--'"··---~ .. -·----~··=---~"-· -··-~-,,--, ····c-oMMUN1.·r·v········oF········cHRl·s1··········s·r .··.··tUKFs······ADDl·TION PORTION OF THE NE 1/4 OF SW 1/4 OF SEC.t 08, TWN. 21 N., RGE 04E, WM FEDERAL WAY, WASHINGTON 09G" !Nl.Er f'1f'E (SEl: NOTES .5 it G) ' .. !} _ ___-06"/ 1 2" tll)Pt OUTLE r STUB (5ft NOTES 5 ¢ G) MANHOLE STORM FILTER -PLAN VIEW Cf\ CONCRETE GRADE RING STEF (TYF) INLETPIFE~ 1··: {5EE NOTES S < G) . c·-; . EI1 -BAUAST (SEE NOTE 8) .. .. ~ '==' . ' 030' FRAME AND COVER (STD) (SEE NOTt 4) • •,•'A• • •' !i!)ft'. OU1lCT Rl~JER WITf·I SCUM t)AFnE: 4'-·G" MlN (5!:I: HOTE 7) _J_ 1-· H~ PJ ·· : .. ,/. • "~ . X• ::::r :::Jv I • 4 , -I I-WlDT UNDERDRAIN MANIFOLD :\EE DETA!L 212 5TORMffLTER CARTRIDGE (TYP) (5EE NOTC 2) MANHOLE STORM FILTER -SECTION VIEW (A'\ Tl·IE STORMWATEI( MANA(,f.Mr-J-!f ©2006 CONTl:CH Stom,:,..vater Solutions C(~NTECII® STORMWATERs---._ _ __.SOLUTIONS~ COfrte<;fuitormwater.corn Ston11f,lt;<,1]/) \J 5. f'll,TENf No. 5,,;1;<;,',\~?'.), ND. ~.707.527, No. r;.021,cc-1si-Nq. (,J~4t1J)'1b. M,,. :.,,(,,?,J,J'?f. AND ortlt:R U.0. AND rORE!GN f'ATENTS fl.'.NDING PRECAST 96" MANHOLE STORMFIL TER PLAN AND SECTION VIEWS STANDARD DETAIL IORAl'/lNG. 1 ,n DATE:S/18/08 j SCALE:NONE FILE NAMS: MH$F14-llt)PC.DTI.. Dl?A\t;N: Jrlf< t;fif.Cl{J.';0. DK L-------------------------------~--,--···-·· ____) CD co~.TECH STORMFIL TER MANHOLE DETAIL 1· I 10'--l 8-3/4" ~ LEmRING OPTIONAL RAISE -1 /2" WIDE BORDER 5/8" 41 I\IOTES, 1. PIPE MATERIAL /JS SPEQFIED BY THE ENGINEER. 2. PIPE DIAMETER AS SHOWN PER PLAN, 3000 psi CLASS .C CONCRETE (TYP.) Eg• ~ 1;114 i r . ' I ~ ' \ 12"¢ FIBRE JOINT PACKING CAST IRON RING AW COVER ~~ ------------' -ll"'I // +-PLUG TO BE SEAlfD Ii i IN SAME MANNER AS -----------------~" MAIN SEWER JOINTS 0 ClEANOUT DET All CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 THESE DRAWINGS ARE NOT TO BE USED FOR COISfflUCTfON UNU:!SS SIGNED BY THE REVIEWING AGENCY ··0 GENERAL NOTES t) STORMflLTER BY CONTECH STORMWATl:R SOLUTIONS; PORTLAND, OR{800) 548-4GG7; SC11J<:t.;-QR.OUGH, ME (877) 907·8G7G; LINTHICUM, MD (8GGI 74().3318. .. 2) f!LTER CARTRIDGE(S) TO BE SIPHON-ACTUATED AND SELF-CLEANING. STANDARD DETAIL SHOW:\JJvlAXIMUM NUMBER OF CARTRIDGE:S. ACTUAL NUMBER REQUIRED TO BE 5f'ECtflED ON 51TE FLANS OR IN DATA TABU'. oaow. 3) FRECA5T MANHOLE STRUCTURE TO BE CON5TRUCTED !N ACCORDANCE WiTH ASTM C478. Dt.T,\i,L REFLECTS DE51GN INTENT ONLY. ACfUAL DIMENSIONS AND CONFIGURATION OF STRUCTURE W!ll BC SHOWN ON PRODU(::t(O'N St-tOP DRAWING. 4) STRUCTURE AND ACCESS COVER.5 TO MEET AASHTO H-20 LOAD RATING. 5) FOR LOW DROP CARTRIDGE, DROf' Rf:QLllRfD 15 I .8', FOR f 8" CARJRJDGE, DROP R!QUIRCD 1::, ;:~,31, FOR 27" CARTRIDGE:: OROF REQU!PJ::D IS 3.05'. M!NlMUM ANGLE BETWEEN INLET AND OU'flET 15 45°. . ·. G) !Nl.ET PIPING TO BE SFECfFIED BY ENGINEER ANO PROVIDED BY CONTRACTOR_ PRECAST MA1'1tiOL2:",STORJv1flL.TER EQUIPPED WITH A DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR. E!Gt-\T INC!i DIAMETER. OUTLf_:T ~-11:CTION MAY BE SEPARATED FROM OUTLET STUB AT MOLDED-IN CUT UNE TO ACCOMMODATE A J 2 INCH OUTLtr f!f'f, C0Nh!l:':CT10N TO DOWNSTREAl\ll PIPING TO BE tv\ADE USING A flEXJBLE COUPLING OR. f:CCENTRIC REDUCER, AS REQUIRED. COUl"'tfh!G BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. 7) PROVIDE MINIMUM CLEAR/->..NCE FOR. MAINTENANCE ACCESS. ff A SHALLOWER SYSTEM rs J(l:01)\kED, CONTACT CONTECH 5TORMWATER SOLUTIONS FOR OTHER OPTIONS. . , 8) ANTI-FLOTATION BALI.AST -ro BE SFF.ClfiED BY ENGINEER AND PROVIDED BY CONTRACTOk, II"' R.(!QU!RED. BI\LLAST 10 Bf. SET AROUND THE PERIMETER Of THE.STRUCTURE. '. 9) ALL STORMflLTERS REQUIRE REGULAR MAlllTENANCE. REFER TO OPERATION AND MAINTENANCCGU1DELINE5 FOR MORE INFORMATION. 030" FRAME AND COVER (STD) GRAVEL BACKFILL FOR-~ WALLS PER WSDOT 9-03.12(2) 6:1 BAmR~ TW; TOP OF WALL } ':::1~ 'ft_~ "' C, ;!: I ,... 'I,... ..-f '>.V I I I I 2! 1' MIN. / GRAVEL BACKFILL FOR DRAINS PER WSDOT 9··03.12(4) r,'.'. ~FILTER FABRIC 'i,, I ~ .. · 1· PRECASf;MANHOLE 5TORMl"111FER DATA STRUCTURE ID . SfORMfllfER WAT!:R QUAUTY FLOW RAl(,{e%} 0.572 PEAK FLOW RATE(< I .8 ch>} ... 1.32 PLACE WALL ROCK/SALi/AGED CONCRETE PIECES ON FIRM UNDISTURBED SOIL OR CONCRETE BASE '----4• (MIN.) PERFORAlED PIPE RIGID PVC PIPE AS REQUIRED FOR SUBSURFACE WATER. LAY PIPE WITH PERFORATIONS FACING DOWN, TIGHT JOINTED, WITH A POSITIVE GRADIENT CONNEClED TO CATCH BASIN. ··~ . ~: ·.-f .. ·,f . ···, ~ :.. .~ ,, '{:; .<:· ·:·.::\ .::· . .: -·~·· ~HOLJ;_STORMFIL TER -TOP VIEW ffi ()IJTLfT ~ eJSER ~\ 1. .44 \I /IM SAND COLLAR 0 l 2" OUTLET STUB MOLDED~IN CUT UNE 08" OUTLET STUB RETURN PERIOD Of PEAKF!.C:W:(vrs) I 0 # Of CARTRIDGES REQUIRE!\:.''.. -1 2 CARTRIDGE FLOW RATE ''".·.:· l l .3 MEDIA TYPE (CSF, PERL.llf.i..1;FG} C5F RIM ELEVATION I 42;i:,_Q_Q PIPE DATA; I.E. (JklfNTATION MAfERIAL DIAMETER INL.ETF!t"'E#! 419.51 ~.Lf:~.18" CPEF' J5" INLEl: PIP( #2 419.5-i' -'ii~5.3G" I. CPEP I -1-~" _Qt,JI_Ll;I_~JUB 4 I GAb ·CY' __ CPl:P I~" i:CCEMTR}C REDUCER (BY CONTRACTOR) ANTI-FLOTATION BAUJI.ST ·-NOTES/SPECIAL REQU!REMCff{p.: -YE5\hCi· f Si:Z;f· y~s I 12"xt5" VllDTH HEIGHT XX~ XX" PIPE ORIENTATION K....~: 90'' 180"-$-0" 270" NOTES, 1. BROKEN CONCRETE SALVAGED FROM BUILDING DEMOLITION MAY BE USED TO CONSTRUCT ROCKERY AT THE OPTION OF THE CONTRACTOR. SAME MATERIAL SHALL BE UTILIZED THROUGHOUT PROJECT. 2. FILL SHALL BE PLACED PER THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY ASSOC!A 1ED EARTH SCIENCES, INC. 3. WALL CONSTRUCTION SHALL BE OBSERVED BY A QUALIAEO GEOTECHNICAL ENGINEER 4. THE LONG DIMENSJON OF THE ROCKS/CONCRETE PIECES. SHALL EXTEND BACK TOWARDS THE CUT OR FILL FACE TO PROVIDE MAXIMUM STABILITY. ROCKS/CONCRETE PIECES SHALL BE PLACED TO AVOID CONTINUOUS JOINT PLANES IN VERTICAL OR LATERAL DIRECTIONS. EACH ROCK/CONCRETE PIECE SHOULO BEAR ON TWO OR MORE ROCKS/CONCRETE PIECES BELOW, \',1TH FLAT-TO-FLAT CONTACT. ~~ I ( ·, ® ~-Q"~.l<J:RY WALL DETAIL -~ . -6 " . . : . . ,1 · (BY CONTRACTOR) . . · · C:01.IPUNG t ... , .. ,,0_0_.... • (LJY<jJNffV,,CTOR) {:)U; NOl f 1,;:) .,_ _ __. • !">1\U.A:)1 Gr\()U1' (51:J:" N()l'f: ,5) THE 5TORMWATfRMANAGEMENT (DY CONTCCH 5TORMWAffX 50LUTJON5) u.s. f1AT~~~,~~~;'!22,,.;2s. .:.,.:::..,.c;:.:.:.;:::.==.:c.:.c==c:.:.=:..:.:=.z..-....;a;...='-'-'='-'--=====-+--'=-.J. 1111 (_,,CN;i,(:Hf'i, ~/,~ \,,, ... ..;";4,!:-7•.>. 2 /J.;IJ 0-l'l'fff: H 'c}. t<J-Jl'> rO·'.UHJ MANHOLE STORM FILTER OUTLET DETAIL EB2 "'' ,,:?M ·.SP."" c.o•., 7,(;;;, ©2006 CONTECH Stormw"ater Solutions ,,,,tf:1,11::,.. f't'MJ1u~, I ""'"""''""~--·-·"'-"'~---w---: CONJECH® STORMWATER..--. ---SOLUTIONS • PRECAST 96" MANHOLE STORMFIL TER TOP AND SECTION VIEWS, NOTrccSAND DATA STANDARD DETAIL: bR/,WJNGi 2 ~, ,;:oi,tndmtornw.ffl.h.wNm --~:!::::~Jiics. I S<'..ALOJONt: -::1 f'llE NAME'.MHSF14-9(;2fi,.)(iJii. , -I DRAWN: JHJl: I CHt'!CKEO: OK L .. ----~-~-----~ ,,_......,_ _.,.,.. ............. ", .. ..,.,.,,.,,..~ .... ---------~ A!:'·· 13' MIN., 16' MIN. AT VAN ACCESSIBLE STALLS 13)• STANDARD STALL WIDTH (8' MIN) C " 5' STANDARD STALL . 8' VAN ACCESSIBLE STALL ~; I . I t 8 I, ovovo"ovo··, ~<>,.-0,.0,.0,.0.,0; ' ' ~ ....... ASPHALT SHALL BE FLUSH WITH INTEGRAL CURB AND WALK PROVIDE 4' WIDE \IIHl1E STRIPE 18' ON CENTER 45 DEGREE ANGLE---., NOTES: w 1. SEE SJTE PLAN FOR PARKING SPACE LOCATIONS. 1 ~ :z ;:,; lil 4" WIDE SOLID \I/HITE 4 Mil THICK PAINTED LINES '---INTERNATIONAL SYMBOL OF ACCESS PAINTED ON PAVING PER WSDOT STANDARD PLAN M-24.60-00 2. PAVl:MENT SLOPES SHALL NOT E)(CEED 2% IN ANY DIRECTION 1"1THIN BARRIER FREE PARKING SPACES. , 3. PROVIDE CONCRETE WHEEL STOPS AS REQUIRED. SEE DETAIL THIS SHEET. 4 ~A~~!!NG AREA & STRIPING DET All CM/ Engineers ·-'"StructutatErtginl!ers-··-Landscape Architects Community Planners Land Surveyors Neighbors m TACOMA· SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Sui1e 1620, Seatlle, WA 98101 206.267.2425 TEL Project Titre: COMMUNITY OF CHRIST ST. LUKE'S ADDITION FEDERAL WAY, WASHINGTON Client; ST. LUKE'S LUTHERAN CHURCH 515 SOUTH 312TH STREET FEDERAL WAY, WASHINGTON Job No. 209555.10 Issue Set & Date: PERMIT SUBMITTAL JUNE 4. 2010 ~011CE Al.mtAl!OO: a' 111G OOCUWENT Sl:!All iNWJ.JOliIE ff ~ srJ.L ill() 5l(lfft.il.1£ f:\l8J:lil!OH f1' 1il$ OOCUliOO' t,a.;s !«ff !EIOC,UE FRQI PmR'tm /J'fff:l'!!IHfl~r.illolT.n!SllllllJIIOO:lSFQltlE (RY RI! ff l'IIO,ECT IJOOll'lED ff 'lt!E ml£ llOO( 00 IS N(!T TO BE USED R11 REPNR. lml«EI. OR NJO!tiOO TO 'lllllT Pli:o.m' 00 I'm Nf( 0'11£111'!!1.\.rn. 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I _. / / / -, -\ \ I i I .,... --·• --• 7, / ' \ ... -, \ \ \ I \It 11.. \ 1i"<', .• '/; J \ I_ ·a.;.,, 1\\ 1 \ \ 1;/' / • / \ /\ ..... ____ \\\\I \ J \ ! , 1 l \.\1/ "'l \ \ \ \\\\\I I I '-·--..,,, '---·------\\\\I ,,._, • '-. 1'1.. -, I 1 · ----\\~ ~ ,-\ --. --'\ '\' I).' ....--,2 ,' ~-~ .....1.....-j>JtJ ...,.....___. · 'i:f•?":-c_.,. --...... _ ,1 \ \ \j I '>-,17; JI;/ I I ~. ~:1)\ I \ ,, ,..,._ . ._ '-. \ ·,, \ \ \ \ '} /\ I \ ,ii I I I I 11/ I (lf'1,101'' --, ·'\'~ j//; I w;,:;;; \s; \ '\ I 1 1 I~ I ' '/ I 1 · I I ~ ,Ae \\\\-· ------.. , I\ I I'\ I ii I ~-r,I /' I ' Ciit;, \I \ ·1 'l~r .,..._J' '11/1/ ff 1 v.~41\J I' ' I \ I I l I A / ,,;; ,,__.,.... /f IC ,~Y~,,1,m I \ -------i l ;:'"ili,;~1 ' CALL 48 HOURS s ' GRAPHIC SCALE 50 0 25 ~ .~ 1" = 60 FllrET 100 FEET j SSMH #1. 48"¢ OVERBUILD TYPE 1 RIM= 425.4g 430 1-IE= 416.02 IN (6» ~~1 MH ±§_5-.-·=3=IE= .415.85 OUT (8" NJW) 428 I--· · ~---------·-I , 430 -.:1..._ _------·--' 6 t"\t -. --------···--426 -C-EHTffi ~ 4 ---· ----··------1428 I-LAD ~-.-t3.9 ----. 0 I ··--------.,,--424 .. ..------J)~ ,w · .::.::: _:::.-:o--=!·.-= ~.:::--~ 426 ----1 -·-··---~·~ ! --422 -. -~--.:__ I ----= _:==i:--:~=. --=~424 420 -,--= 1------=r-__ _ __ _____ J 422 l----I --·· --· --_____ ... -------1420 -___J . 418H1c~I ----·-·t=-----_---]418 II , -ls 416 LJc----··-·----,,·--~R----· --1416 -~I I_____ ~;.. s d~..::_ ---~ __ r II --_w ___ -4141 =-. -.:.:_ ~---==~]-6:=-2% --~414 412 1·---r· ----.. ---_j-. . ---~~~_LJI DING -j 412 · ~! -+ 410 410 sr11--t-r -.:t-I"-V LO 0) V Ol <.O tri. tril t0 t0 -<i -<i -<i LO LO 0 NI "'I N N N N N N N N ""I "" ' "" "" "" V V V SC SC ' LL __ J J_ ___ · . 10+00 10+50 11+00 11+50 SEWER LINE 'A' SCAU:: 1•,,50' HORIZONTAL 1',"5; 1/tRUCAL ~W•~<o'.,·~··-" "-'= MANHOLe' DIMENSION TABLE -"""'"" "'"'-~·-~·" ~"-"'"'·-·------~-~ '~"''"'-~,.,., __ MIN.tMtJM-r--MAXIMUM WAI.I Ml!IS KNOCKOUI 0-tSTA.NCff In jilt IN EACl-1 DIRECTION 'fHICKNESS i:W(J{Nir,fi-S SIZE tlblWiiEN ---···-··,,·· •-=,·-·---<-~-· K~OCKOUiS . ' ,,.r· .· . 6" 36" 8" 0,23 0.15 ···54t~·· ,.-. 4.5" 8" --·"' ''" """"--"42" . · 8" 0.19 0,19 ""-'"'"•""'"~' °'Y='<• 48" 8" 0,25 60" 5• 0.25 -•<"-~·~•-••-''""-''~' ' .. , .... ,-~,---!.---•»,~· ---"'~''"•" ,,. ----------·-> 1-,.,, ..... e,.,;,,~-~-----···~-·-•-,-~--·--'""·--·~ .,,.,._,, ... """"~-"' A ~MANHOLE RING ANO CO\l'E'..A: _< "'f"' ;"2 oo I 11 tof~ MORTAR FIUET ~ 16"MAXC· i ::Iii: 4" MIN. ' '" _, N ·• ,' :, '' •i 12° (TYP,[ 48~_.~ OR _60" _ STEPS OR lADDER ;O. • ,;_, " ' '• 1;· ,. 24;1 :.i SLOP~ ~LI ,, ~ ! ·.-:--~ ~I~Q ~~ " " ' -" CIRCULAR AO.JUSTMENT SECTION (1YP.) ECCENTRIC CONE; SEC1lON Knoru<,outs shall hove g wall thickness of 2 minimum to 2.5 maximum. PRECAST RISER SECTIONS CHANNEL AND SHELF GRA 'v£l BACKfl!l__ FOR PIPE ZONE BEDDING . {~ SEPARATE BASE" INTEGRAL BASE CAST-IN-PLACE PRECAST WITH RISER "O~ RIN.4 ...... GRA. VE. L BACKFILL FOR 12" • .,. Plf'.l,E · ZONE BEDDING~ _ I •L SEPARATE BASE PRECAST CD ~T~~!A! ARY SEWER MANHOLE . BEFORE YOU DIG TIIESE DRAWIN'S ARE NOT TO BE USED .FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY 1-800-424-5555 ·· ~1 ... •· -· .... Givii.£:ngineers •· ---------"-.... ,,, ,.,. ·-LAKEHAVEN STANDARD NOTES FOR SEWER CONSTRUCTION L ALL WORK AND MATERIALS SHALL CONFORM TO THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION/WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION ('t'ISDOT/APWA) "STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION", 1996 EDITION, AND TO THE STANDARDS OF LAKEHAVEN UTILITY DISlRICT. 2, CONTRACTOR SHALL \11:RIFY THE LOCATION OF ALL UTILITIES THAT MAY BE AFFECTED BY THIS WQRK AND SHALL NOTIFY APPROPRIATE UTILITY COMPANIES TO FIELD-LOCATE THEIR FACILITIES BEFORE STARTING ANY EXCAVATION, IN ACCORDANCE WITH RCW 19.122 .. 3. CONNECTIONS OF NEW:.MAINS TO EXISTING FACILITIES SHALL BE TEMPORARILY SEALED OFF UNTIL AFJ[R UPSTREAM CONSlRUCTION IS TESTED, CLEANED AND ACCEPTED .. ALL CONSlRUCllON DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL, WfTHOUT FLUSHING THE DEBRIS DOWNSTREAM, 4. GRAVITY SEWER PIPE SHALL BE AS SHOWN ON THE PLANS, WHICH WILL BE ONE OF THE FOLLOWING AND NOT NECESSARILY INTERCHANGEABLE: • POLYVINYL CHLORIDE. (PVC) ASTM D-3034, SDR35 (4" THROUGH 15" OR ASTM F-679, SOR (18" AND LARGER) • DUCTILE IRON ANSI A21.51 / AWWA C-151, MINIMUM CLASS 52, EPOXY LINES WITH PROTECTO CERAMIC EPOXY • POLYVINYL CHLORIDE (PVC) AWWA C-900, DR-25 (4" THROUGH 12) OR AWWA C-905, DR-25 ( 14" THROUGH 36") • HIGH DENSITY POLY~THYLENE (HDPE) ASTM F-894, WITH CASKETED JOINTS 5. CRUSHED SURFACING TOP COURSE (A.K.A. 5/8" CRUSHED ROCK) SHALL BE USED FOR PIPE BEDDING FOR RIGID AND FLEXIBLE GRA VlTY SEWER PIPE. THE MATERIAL SHALL BE PLACED UNDER THE PIPE TO A COMPACTED DEPTH OF 4" (FOR 27" AND SMALLER PIPE}, AND TO A COMPACTED DEPTH OF 6" (FOR PIPE GREATER THAN 27"}. THE MATERIAL SHALL BE PLACED 6" OVER THE TOP OF FLEXIBLE PIPE AND TO THE SPRINGLINE OF RIGID PIPE. TO ASSURE UNIFORM SUPPORT, THE MATERIAL SHALL BE CAREFULLY WORKED UNDER THE PIPE HAUNCHED WITH A TOOL CAPABLE OF PREVENTING THE FORMATION OF VOID SPACES AROUND THE PIPE. 6. ALL lRENCH BACKFl(l SHALL BE COMPACTED TO 95% OF RELATIVE DENSITY, OR GREATER IF SO SHOWN ON THE PLANS OR OTHERWISE REQUIRED BY THE ROAD AGENCY HAVING JURi$DIC1l0N, FROM THE BOTIOM OF THE EXCAVATION TO THE SURFACE. DEVELOPER: SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED FOR COMPACTION TESTING.' ! 7. lRENCH BACKFILL SliALL BE COMPACTED PRIOR TO TESTING SEWER MAIN PIPE, AND SIDE SEWER STl:IB(S} SHALL BE TESTED AT THE SAME TIME AS THE SEWER MAIN . , 8. MANHOLES SHALL CONFORM TO WSDOT/APWA STANDARD PLAN B-23A, TYPE 1 OR TYPE 2 WITH ECCENTRIC CONES, AND INCLUDE 1-INCH GALVANIZED DROP SAFETY SETPS (LANE INTER~ATIONAL CORP. PART NO. P-14938) AND AT LEAST ONE (1), AND NO MORE THAtfFIVE (5), FOUR-INCH (4") HIGH ADJUSTMENT RINGS BELOW THE FRAME AND COVtR ALL MANHOLE EXTERIOR SURFACES SHALL RECEIVE A PROTECTIVE COATING, OF BITUMINOUS COAL TAR TO A MINIMUM THICKNESS OF 50 MILS, APPLIED AT 111E FACTORY. WHERE NOTED ON THE PLANS, MANHOLE INTERIOR SURF ACES SHALL RECEIVE A CORROSION PROTECTIVE EPOXY COATING OF POLYPRIME -100 (Bi SPECIALTY PRODUCTS, INC. OF TACOMA; 50 MILS MINIMUM THICKNESS) OR RAVIN 405 (BY RAVIN LINING SYSTEMS OF TULSA; 100 MILS MINIMUM HICKNES$), ALL COATING SHALL BE APPLIED IN ACCORDANE WITH THE MANUFACTURER'S INSTRUCTIONS. 9. MANHOLE FRAMES AND COVERS SHALL BE CAST IRON, WITH THE WORD "SEWER" CAST IN THE TOP/SHALL WEIGH 140 TO 150 POUNDS, AND SHALL HAVE A SINGLE 1-INCH LIT HOLE FITTED WITH ONE 3/4" X 3" GALVANIZED CARRAIGE BOLT WITH BURRED END TO RETAIN THE NUT AND A FLAT WASHER TO ALLOW FOR 1" BOLT TRAVEL COVERS SHALL BE 25" IN DIAMETER, 10. CONCRETE COLLARS REINFORCED WITH MIRE MESH SHALL BE INSTALLED PER DISTRICT STANDARD PLAN WHERE SHOWN ON THE PLANS. 11. MANHOLE CHANNELS SHALL BE PRODUCED TO THE FULL DEPTH OF THE ASSOC!A TED PIPE DIAMETER, AND TO A WIDTH NO LESS THAN THE OUTSIDE DIAMETER OF THE ASSOCIATED PIPE AND NO MORE THEN 1 /2 INCH IN EXCESS OF THE OUTSIDE DIAMETER OF THE ASSOCIATED PIPE. MANHOLE CHANNELS SHALL HAE A SMOOTH FINISH, TO MINIMIZE TURBULENCE, SIDE CHANNELS FROM INLET PIPELINES SHALL. BE CURVED TOWARD THE OUTLET PIPELINE TO PROVIDE A SMOOTH LAMINAR FLOW lRANSlllON FROM ALL INLET PIPELINES TO THE OUTLET PIPELINE.. CHANNEL MATERIAL SHALL BE A SHRINK-RESISTANT GROUT MIX, USING 6 SACKS PER CUB.IC YARD PORTLAND CEMENT AND 7 /8" GRADED AGGREGATE. FOR GRAVITY SEWER SYSTEMS 15" AND LARGER, GU MANHOLE LINER SYSTEMS BY GU MANHOLE LINER LID., ALDERGROVE, B.C. SHALL BE UTILIZED FOR CHANNELS, FLOORS AND PIPELINE CONNECTION SYSTEMS FOR MANHOLES. 12. MANHOLE SLEEVES SHALL HAVE A BROOM FINISH, AND BE SLOPED 1/2-INCH TO 1-INCH PER FOOT TOWARD THE CHANNEL 13. PIPE ENDS OF ALL INLET AND OUTLET PIPELINES SHALL NOT EXTEND MORE THAN 2 INCHES INSIDE THE MANHOLE, AND ALL PENETRATIONS SHALL BE SMOOTHLY GROUTED AROUND THE PIPE WITH SHRINK-RESISTANT GROUT. 14, NO JOINTS FOR FLEXIBLE PIPE INLETS AND OUTLETS SHALL BE WITHIN 10 FEET OF THE MANHOLE, AND PIPELINES SHALL BE CONNECTED TO THE MANHOLE WITH PVC MANHOLE COLLARS. RUBBER BOOT COLLARS ARE PROHIBITED, 15. SIDE SEWER STUBS SHALL BE INSTALLED AT A GRADE OF AT LEAST 2%, AND THEIR TERMINI SHALL BE AT A DEPTH ADE QUA TE TO SERVE THE INTENDED PROPERTY, CAPPED AND MARKED BY A WHITE 2"X4" POST LABELED "SANITARY SiOE SEWER" Structural Engineers Landscape Architects Community Planners Land $u,veyors Neig/1bors m TACOMA · SEATTLE 2215 North 30ih Street, Sutte 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 200.267.2425 TEL Project Title: COMMUNITY OF CHRIST ST. LUKE'S ADDITION FEDERAL WAY, WASHINGTON Ctient: ST. LUKE'S LUTHERAN CHURCH 515 SOUTH 312TH STREET FEDERAL WAY, WASHINGTON Job No, 209555.10 Issue Set & Date, PERMIT SUBMITTAL JUNE 4. 2010 NOTICE ILlER/i!lCW rF TltlS OOCOU£HT 91A11 l'IVAWl\1E lHE ~ !£Al >Jil SO!AllJllE. 1'1/alC*f<ON CF 11:IS IXlQ1IEir oce; l{l)'f ~1E mill RtS6ffi1l ilW£RS!II ~ ft IT. lHS ~ IS Fm 09: Olil.Y tOO M fflO.tCT lli1iMO l?l lll£ 1llle ElOOI( 00 IS MOT 1lJ SE U!iD fQI REPAIR. RD100EL al ~ lll ll!AT l'R()fCJ ~ ftll NiY OlliR' PRO.ECT • /! ________ _ &,. ______ _ & ______ _ & ________ _ Revisions: Sheet Title, SANIT ARV SEWER PLAN AND PROFILE Deslgned by: Drawn by: Checked by: KKH MJS/TDS DSG Sheet No. C5.1 11 of 11 Sheets ., 0 ci '11 ~ 0 5 g ;ii t ~ .. i ~ 0 f ~ 6 'I 00 ~ g 0 m 0 1; ~ i 3 "' -· ·f ~ u 0 ·" -, E ~ "' ~ f I/:!:) -~.·--:;;,.-.:.;;;;:_~·-;----:;_--;:,,....,..~----=--·"":=--·~-=~.--~ ~<S:JL-=-=~-=~-----=--::;;:;,cc=·=---·-=·-=..=,_ -c __ ""==== ····,4·:fl=f· ;AVeNttf· SOtJTM ·· ············· -,., ' ........ .,,-,==~~--=== ' ~ <> C "'"""~"~-823.80' s01·1i'19•w • • ( - -• . ~ L '_ ~ _ -~. " 4TI../ AVE 60UTI../ I _,, -, );-~ ,\_ ,:/ -\ s_,i"~ . ~ ~ fl?"'! -----"'""---[ ~ "' </) ,. ,, ii ii' ~ t:: "' </) [ ~ "' </) VICINITY MAF NTS --~ . q>>. '41 6 Tl../..6.Y.0: 60UTI../ ~ l--7TI../ AVE 60UTI../ gj ii' ~ ~ --6 :t V <t> "' </) ST.4 i,o..vE SOUTI../ V f-<ICi,1-iWAY 9-,> ' l_l:{ <&Tl../ AVE WE6T NORTf-! 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Et><TRY <J= ' ' /V r' ~''"''' L,>''-7&*~'0\, -0. I .. , ' "''-"'"-" -····-fNEW WAL~ ~<'-.:S' ',-~·::-:.;:. I --,.__f-, 11'1 ~ \' / '--\\ \ -\ \ "~ . 1/'\ --"'1 /'\ l/'\ --REVISED WETLAND 6UFFER APPROVED 6Y C.O. FEDERAL WAY 201Zi9 \ / \ _____ /-• 41.8 ',," __ __.,./--./' (J) ~ ' ' '• IJ:! -l>---1>--();) --..,,,_,, ... ·1 -/' / -"-... · ,,~ / i / / i I 2S ,'TO 40% $LOPE I ! . // / / ( ·-·-'--, .... .. . ·-.. _ ! ! _; ' / .... ~· / \, ",. ' j / ./' \ I ----./ --~-::·. :~J::JL I I _,,/>,/ -~--~--""-•"•~---~----., ----'" .... " ... ~--·--· 'i_ // 'i"-i j /1 I -.1 / / ! ["•,,.,, . 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ROW iS 421 OP06EP ROW 16 S0' PITlONAL S' OF ROW WILL IED TO 151:, PEDICATl::P --=== c1-Jm j: !, ) ' ~; •. ----. // ,1 , 1 / j I 1 , •• 1:,-/ --------,_J ·I--------·-· . )'----I r I ! 1 I , 't~ I I f' -,I , I ------,, i( \, <:;m-; / I -------1-···· -1---3 l 1 ,;,!:! ·~ .---·-1--. ""·--L. _, ~-·,<-!?,~rnr 1 \12?! '._:-1 (..9 <J,= =-<;)·, AL. TERNATE, \ PROVIDE Rl::C. DRIVE@ ENTR J\~'i<::~ __ , . \ II ej1 A/ I \ i / I I I i j I 2""1 ' --L ... ..._ '<":, \ / I \ / "' @ I I I i ,_ -• -, , - ' I \ I I I I I ' ' ' •,,! --, -__ , -/ \/ '[ - -I ' / ! I I I II I J1!t;\ ,,--·· ... .,;.,, • I ..... , ! I I \;;)I ' : PE;ff--i --! •1 ,© ·f· ' I (Q). I -I '""-··s.,, t:::\ a,,_ / _., _ .--_____ ,._,, I , '' I' '.;;)' ~ .-I":\ d----r.s.-------Jl .\ ''! '· ~-/ "' ,vi:' cy 6 @ 6 \SIDl'lb'&S"E 6 ' 1 • ~ ! ;;-- -----------------'• -/ '· -_, ~--~--'--·--~'-I - -,. --. / ' . ;, i~ l.'i "' ("-} /// l EJ " ~: (",} (aj 'I @ (~592J ,,. . :,2 . --" dii~>'' / / " ' ___ ,, __ _ ---'u'i'-----. 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I :=-i _ D J ___ 1 _s_ J __ ~-~ __ J ~,,,,,, BROW'EL.EIT PETERSON ARCHITECTS 19624A 76TH AVENUE WEST LYNNWOOD, WASHINGTON 98036 PHONE (425) 774-4701 FAX (425) 776-5177 BPHARCH.COM Remodel for 515 S. 312th St. Federal Way, WA 98003 --·--· No./Dote Revision By Date RR Drawn By 61-1 Checked By (2)718 Project Number 12)718-DP-SP File Number 61TE FLAN Sheet Title SP 150 Sheet Number "'·---·-·· .... ~,-·-·"·~----···----·--------·~-·"-~--.~--·····----·-A.·------~--·-,·----···---~--,--,·--~-~~--»~~--~---·---~---~---·----·----·-.. ~·----~~--· ------· -··--·~----~ ~ ~ 0 0 ~ t 12 0 .. ~ ; ~ ~ 0 N 6 1 ·s i 3 ti .1 ~ u 0 .~ I C " E E \ ~ I ~ \ " "' LEGAL DESCRIPTION ASSESSOR DESCR!PTIONS PAAC£L 082104915'1' SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SOUTHWEST QUARTER OF SECTION 8, TOWNSH!P 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 30 FEET FOR COUNTY ROAD; TOGETHER WITH .THE EAST 30 F.EET OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER Of THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 8. EXCEPT THE NORTH 30 FEET THEREOF; AND EXCEPT THOSE PORTIONS CONVEYED FOR SOUTH 312TH STREET UNDER RECORDING NOS. 8601240923 AND 8601240924. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 08210480::58 THE EAST HALF OF THE WEST HALF OF. THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., LESS COUNTY ROADS. SITUATE IN THE CITY OF FEDERAL WAY, COUNTY OF KING. PARCEL 0821049153 THE WEST 330 FEET OF THE WEST HALF OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION $, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. EXCEPT THE WEST 30 FEET FOR COUNTY ROAD. SITUATE IN THE CITY OF FEDERAL WAY, COUNTY OF KING. PARCEL 0821049127 THE WEST HALF OF THE WEST HALF OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST Q!J,,"RT£,~ ,Of' cH£ SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., RECORDS OF KING COUNTY, WASHINGTON; TOGETHER WITH THE WEST 89.63 FEET OF THE EAST HALF OF THE WEST HALF OF THE SOUTH HALt OF THE SOUTH. HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8; EXCEPT THE SOUTH 165 FE,;T OF THC: WEST 11>0 FEET; AND EXCtPT THE WEST 30 FEET CONV£Y£0 TO KIN(: COUNTY FOR ROAD PURPOSES UNDER on:r, RECORDED UNOEI< RECORDING NO. 204,062$; (ALSO KNOWN AS LOT A OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO BLA-90-0012, RECORDED UNDER RECORDING NO. 9105169005) SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. VERTICAL DATUM NGVO 29 FEDERAL WAY VERTICAL 0!:NCHMARK 2400-01 MONUMENT IN CASE A'f INTE~SECTION OF 1ST AVE S & S 312TH ST. PUBLISHED Elf.VA 110N: 357,20' BASIS OF BEARING WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE CITY OF FEDERAL WAY HORIZONTAL CONTROL HOLDING COUNTY MONUMENT NUMBERS 101 AND 114. POINT N0.101 N=118543,73 E=1270807.93 AT THE INTERSECTION OF SW 320TH ST W/ 8TH AVE S POINT N0.114 N.,121233.37 E-,1268065,08 AT THE INTERSECTION OF 1ST AVE S W/ S 312TH ST. HELD A LINE BETWEEN FOUND MONUMENTS AT THE INTERSECTIONS OF 1 ST AVE S WITH S 312TH ST AND 1 ST AVE S AND S 320TH ST. SAID LINE BEARS NORTH 01 '04' 42" EAST. UTILITY NOTE THE UNDERGROUND UTILITIES SHOW ON THIS SURVEY ARE WITHOUT BENEFIT OF A PRIVATE UTILITY LOCATOR. AS-BUILT DRA'MNGS PROVIDED BY CLIENT WERE USED TO CONNECT EXISTING UTILITIES AND ARE LABELED AS SUCH ON THE SURVEY. AHBL ASSUMES NO LIABILITY FOR THE ACCURACY OF UNDERGROUND UTILITIES. PLEASE CALL 1-800-424-5555 BEFORE ANY CONSTRUCTION IS TO OCCUR. RELIANCE NOTE THIS SURVEY WAS PREPARED AT THE REQUEST OF STEPHEN HAMMER FOR THE SOLE AND EXCLUSIVE. USE OF ST. LUKE'S LUTHERAN CHURCH AND BROll'ELEIT PETERSON HAMMER ARCHITECTS RIGHTS TO RELY UPON AND, OR USE THIS SURVEY DO NOT EXTEND TO ANY OTHER PARTY EXCEPT THOUGH EXPRESS RECERTIFICATION BY THE PROFESSIONAL LAND SURVEYOR wHOSE STAMP AND SIGNATURE APPEAR HEREON. EQUIPMENT USED 3" TOTAL STA1ION UTILIZING STANDARD FIELD TRAVERSE METHODS FOR CONTROL AND STAKING. SURVEYOR'S CERTIFICATE I, JOHN W. BECKER, A PROFESSIONAL LA.ND SURVEYOR IN THE STATE OF WASHINGTON, HEREBY CERTIFY THAT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT $UPERv1Sl0N IN JANUARY 2009 IN COMPLIANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT, CHAPTER 58.09 R.C.W. AND 332-13.D W.A.C., AT THE REQUEST OF BROWELEIT PETERSON HAMMER ARCHITECTS. JOHN W. BECKER, PLS 3.8480 DATE ST a LUKE'S LUTHERAN CHURCH A PORTION OF THE NE 1/4 OF THE SW 1/4 OFC:"SEC. 08, TWN. 21 N., RGE. 04 E. W.M. CITY OF FEDERAL WAY, KING QOUNTY, WASHINGTON. flt ~!I' .~ ! 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SHEET4 j I I ~1 I , , ' ~ u ' 823.$6' _____________ _J I o., so1,21e w --1 ..,_ b b ' ' ~~~ _____________ , ________________ j_ _________________________ _l_ ___________________ j_ ________ l ____________________________ +-' \ ' / 4 Ti!J AVENUE SOUTH j :i' I o •I• I '\f•ro , I'll/.; I o.-~" •• . I W"§>• I , ~ .... Ii; ,... ~€:58rii , I ·•·•. ~••§h I '1 ;f~. ~5 §~:~~: GRAPHIC SCALE!, ::, I= :ll Iii "' 0 j!:: • ~. ~·~~ "0"'~ -• T r tJl ~':"' 1lli!<(s;i:;~ ~ -<~!';~~ g;\!l;;z1=111; B 0 .... ,m...,, I ~ 1!noh=60 fl , N01'04'42"E -------J\r-------w WEST LINE SEC 8, TWN 21 N, RG 4 E Civil Engineers struotura/ Engineers Landscape Architects Community Planners . Land Surveyors Neighbors m TACOMA SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Slxlh Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 m Pro iect Title; ST. LUKE'S LUTHERAN CHURCH Client: BROWELEIT PETERSON HAMMER ARCHITECTS 19624A 761'H A VE W L YNNWOOO, WA 980:56 STEPHEN HAMMER 425.774.4701 Job No, 207689.50 Issue Set & Dote: !€ Q ~ :2 ,; I V) ..J ~~ (I) it iii I i5 m ~~ /;: I ~~ "'....-el ..J () ;, ,,I, .9--,:::. SI) 0'" /:.C ,3 FEBRUARY 26, 2009 /,..,:,. J!, .. i.i'.{02:: . ::fu, 'of 'KASJi;~~ 0,.,.,~ ... 1· ' \1-l "'>/., ... . j ' j~ ~\ " . . ./~/ 9,.\ 38480 .,'I) /,Ii, \~..ii;;;,ftq,~!.!Jll,·ioS'/ ' o~L tAl'l &----~--&. _____ _ ~-------.1, _________ _ Revisions; Sheet Title; TOPOGRAPHIC SURVEY Designed by; Sheet No, Drawn by; TAD/AA 1 Checked by; J8 1. };-, 1 :2" ?UU l:F t·c,.'LK'\l., 1 of 6 Sheets -«.J J:\0718-0>mmunity of Christ, SL luke's\GvlMCAD-207689-FlNAL-TOPO.dwg, 2/8/2010 9:54:53 AM STCB 1819 RIM=427,51 12" CMP 1NW IE=424f18 12" CMP •'E IE=424.25 i ' i • 0 ASPHALT i \/<t>,?S-i ~; : ' i ~•;;"~ '/j V" ~::"'·='1-=e;=.c;;===;i ' ''i .. 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LEGEND FIRE DEPARTMENT CONNECTION IRRIGATION CONTROL VALVE WATER METER SPRINKLER CONTROL BOX POST INDICATOR VALVE WATER VAULT GUY ANCHOR GUY POLE JUNCTION BOX UTILITY POLE LANDSCAPE LIGHT LIGHT POST SUNKEN LIGHT POWER METER POWER BOX POWER VAULT l1ll Ul Q) a -,,-Cl ,FF' t -WLB--WL--OHP--s--D--x--W-I ·· .. · '1 .. I GAS METER GAS VALVE COMMUNICA110N MANHOLE TELEPHONE RISER SIGN MAILBOX GATE POST WETLAND FLAG WETLAND BUFFER WETLAND OVERHEAD Ul1LITIES SEWER LINE STORM LINE FENCE LINE WATER LINE CONCRETE ,/ , .. ... / / ~ /~ ,./ !I! SC •-,._ .. .. -"-, \ \ \ \ l ~. "'° C/vll Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors Neighbors m =·•ao.~~ ~-·--•~~ -·• ---·~•·•··~ -"~""'-"'~~-,.w--TACOMA SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 96403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Pro iect Title: ST. LUKE'S LUTHERAN CHURCH gl!ID1; ~ 0 a. 0 ti;~ I;; z IE If i's~ l'; ~ t '/ z~ :, u :,; 5 ~ ..J u5 IU a,/ i::: (/1 ow /"' ,3 BROWELEIT PETERSON HAMMER ARCHITECTS Job No, 19624A 761H A\/e. W LYNNWOOD, WA 9!!036 STEPHEN HAMMER 425. 77 4.4 701 207689.50 Issue Set & Dote: FEBRUARY 26, 2009 ~ B . ~c;f"~0i~ C).'\'1-1· ~~ ... 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G:YMNA61UM/ '?1 CLASSROOM BUILDING: cr, li()j J.4_2,_~:-.7.'I ... / --l -,"-', I / ~-s..•• ·-<;z1-, '-. ····-' <_', • .,_·,',, I'\ , '-,. + + I ·---!,-,·\• ']''\, L . , ,,, \ . ~--::'· "f. ... _ _.,_. ·------, = .. ! \ 'ir+r-1 . ··· J~<:;~: ·-· , ··-1 >.;;,,: •' •' • • -: ,=•:!flt t' ' • I ·,, •• \,,'\' / ' '-.''' 1~"'" .... , ..... -j, I '>,>~"-', '\. '\. ,' I ,.___·,<:~~·-......... :::-::::.:.--:il"' 't'--_11· 11 -~...._,,,,,-._'<:-~[' ...... ·,, .•. ·-·· ,/ ' ·,.'···.',-;;,.:--,, .. 1 .. + •. ------\· .. · 1'·.· .. ~ ;.,,._:.....,.___,,,,..._'-....___,\, -·--I ,, __ \.,.___ "' .. .. : :-·~::::-.::-.:::::t,,,-.-, _, ~,-1: IJ---t-n-.. --. ',,-...,......._ '' I . I ·.:,;,,, •"• -' .......... ---+-··,·l·-.. "I·.,-... ,,~\· ' ,. .. -...__,I \'-a',' , ..... ~--, 1· I'· . --~s,1" I / '··,·· ,f '· ,, . I ,,,,, ., 1'---~--1. · \ ---·-1, "·,. 1 , ! .,/ \,<'<'--• .. : .. , 1, • ·.'\·~. /' ~"'.. • --·--: •• i I \ !'./,,. 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' ' ' -· ~ ~-~----.. -· "-··re-.. ,---".;;;;;• :;-:,:7:.~ ,, \~'.l}JL, ' 1·-,".Q, 01~ '-.., '.,,· ''i 11 . ,:~ ,•, I U·· 1:5. i f5'i .• :c-~-"''· .. ' '., <J:::.c; '". S',0 '"-j,, ', _._,,. -.,___ -.1-·-~-,, C, " ' ' I .. ~~.,':~~1-·---320 6.F. El'-),TRY ~Z::::,, ·I ADDITION l\,-J/ CANOPY ~.:.:<~·->-:·-,_\ ' Q ' ~I •={">· • ..,. --,,~" I ·-,,, " .,/1 '··, '• '· ', \ '•<',>·-<,·-. -. ''-'·'.' ' ' 1 I'.'~ '1 I i 'I i {'',\ 'zt:'0 . I I ·1 I I I I I I rr===· ,-> C/ 0 "-, . ;o I '.'·· \ .... ·• ., ' 11 ,, , I , -: r j •'JI I l ; ~.....___ . '¢··\· ,._ v-' t ,,. ' . ! .i . . i ·-... . r,. . J''11 ) . ,, .i· J ·.) ) ) ). . .., , j ,, l '' :) -..... -) ' , ... J. ,, .'). .·. . . , . -~, . .1 )' . /..· ... ·(. • , .......... -.,·.: f ' ' I I ··1·' ' ,·· '. 1'' ' .J ' ' I ' "' . ,J "" ,.,/ ,) " .) " l ·) _) ,, / / ' j I/ \ v I j j '1 I l \ __.. .. ,, -.~ --., f ...... 'rv-( . ... ---.... .-,---··" \,-',,-"! -I' ---~r---,.._J ,.., -i-) _..,. ,.... '----... ~ . • -' ri --,\\ ti, '11, :. 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C ii ~ ~ :;?: ' Q l \I) G>' HIGIH SOL.ID WOOD FENCE, 4x4 POSTS WI WOOD SIDING, SEE SITE PL.AN FOR LOCATION p_411 11~41i 1--ltZJ'-@" . r---·-t' ,r--------,j'-'f-•-·-· ·11" ~-c---··1·· 1·-. --r :.::_ .. --s:c-.~ ·---]IR ~.'--;,"[, l:.L.EVATION TRASH E.NC. 1/S" = I 1-IZ>" STATEMENT OF ARCHiTSCTURAL DESl<;,N INTENT THE CLA66ROOM ADDITION TO 6T. WKE '6 LUTl-iERAN CHLiRCH WILL HOUSE: Tl-lE RELOCATED PRESCHOOL AND DAYCARE P"<OG-"?.AM$ CURRENTLY LOCATED IN THE C.YMNASIUM 6UILDINCi. NO EXPANSION OF CURRENT PROGRAM$ IS INTENDED. THE 6A6E OF THE SUILDINCi WILL FEATURE A 4" CMU VENEER OVER WOOD STUD WALl-6. Tf.lE UPPER PORTION OF THS 6UILDINC, WILL SI,. CLAD IN A COMSINATION OF V5RTICAL AND HORIZONTAL CEMENT PLANK SIDINC., AS WELL AS CEMENT BOARD SIOINC. TO MATCH THE SXl6TINC. MATERIAL PATTERNS. THE COLORS CHOSEN ARE MEANT TO Si.END WITJ.1 THE EXISTINC. FINISHES. THE NORTH ELEVATION FEATUF<E6 AN UNDUI-ATION OF eutLDINC. FOl'<M6 TO SREAK UP THE ELEVATION INTO Dl6TINCT FIJ;.CE$. THE WE$T ELEVATION FEATURES A FIN WALL PROTECT/NC. THE'. 6A6EMENT AND MAIN FLOOR J;.NTRIES. THS SOUTH E:LEVATION FEATURE:& LARGE WINDoWe TO PE:F<MIT SOUTHERN SUN, AND TO ALLOW VIEW$ FROM THE SUILDIN<!t INTO Tf.lE NEW PEDSSTRIAN COURTYARD. NARRATIVE SUMMARY QF ELEMENTS IN ACCORDANCE WITH FWRC 19.ilS Tf.lE: 6TRENC.TH OF THIS DESIGN RE:ST6 IN THREE DISTINCT FE:ATUl'<E:5, I THE BU!LDINC. AS AN ANCHOR THE NORTH 1::LEVATION 1$ CURRENTLY DOMINATED SY THE EXISTING SANCTUARY 6UILOINC.. FROM THE HIC.H POINT AT THE INTERSECTION AT ll,TH AND RUNNINC. ALONC. Sl2, THE: ELEVATION $TE:P6 DOHN AND E:NDS ASRUPTL Y AT THE CURS CUT LEADING TO THE DAYCARE DROP-OFF. WHIL!:'. 6TILL WITHIN THE HEIC.HT LIMITS SET SY ZONING CQDl::6, THE ADDITION WILL RISE TO ANCHOR IT$ CORNER OF THt; SITE, AND SOOKEND Tf.lE NORTH f:'.LEVATION. 2. A NEW BUll,DING AS A PIECE Of THE OLD THE: NEW 6UILDINC. WILL FEATURE A COLOR AND MATERIAL PATTERN 6CHE:ME: IN COMMON WITH THS REST OF Tf.lE FACILITY, eur WILL MAINTAIN ITS OWN IDENTITY IN THE PATTERNINC. OF WINDOWS, IN THE use: OF TH!! CMU Vt.NEER 6A6!!, AND $ET SACK DISTANCE FROM SI.TH. LAJ?UfLDfNG !HAT DEFINE& EXTERIOR FEDESTRIAN $PACE!, THE LOCATION OF THS 6UILDINC. AND THE PROPOSED PARKINC. TURN-AROUND WILL JOIN Wlifl Tl-IE EXISTING GYMNASIUM AND SANCTUARY 6U1LD1NG6 TO FRAMt; A NSW PlaDSSTRIAN COURTYARD. THE SPACES Tf.lAT FACE THe. COURTYARD WILL HAVS VAUI..TED CEILINC.6 AND HIC.H WINDOWS TO CAPTURE SOUTHERN SUN, AND HILL ENJOY Vli!W6 OF THE COURTYARD. TflE ADDITION'S MAIN ENTRY 16 LOCATED ON THE SOUTH ELEVATION TO DIRSCT PARl6HONER6 AND CHILDCARE USERS INTO THI:: EXTERIOR $FACE. 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ANYONE !3ELOW FROM SEEING THE 4' hliGihl UNIT6. ]r--\ ---~ ·,\ .... •· ---;:,_ ' ~. . . \ ----' • ·-·· ""'"""""'¥'""""--·-"··-.·---·----··· •. .......... _, ___ _, .... --.... , ·-· '" , .... ......... _., __ . -·, ' LOCATE 1-lVAC UNITS t / \ m \ ----.. -STORAGE 1220 1 l 1 KITCHEN EXHAUST ~--i-__i UNIT6 I i KITCI-IEN] j221 . I ~_6l!f!lERll'l!G ~ 6 0 ' -U) I ! -i ! I l j •. ; ,~·: . ! ,_ " ,• ': ) i\'i?\ (:)/:\'.:;j'z.: :f:' -·: ;. :·· .. -· .. "" -..... '" "_, .. ,] ------.. ·'.·("'.':'.,: ·~·· :\ r:·.:.:· ...... :;:~. -:·:-·:.~,~~·'t'''.2.'..''',\ · .. '.i, ~::.:·:> ~; .. ! '' :,.:· ,,:'.-':,:••,,'"•"I • r-='' /.:.':,,:,;-,~•,,;'-\',, " .. , .. , ., ... , , ., , @ --I @ ,., , ............ , .. ,. -'1 , ~ " ,, it ·~ :f'.·i1l-, -~E;2~!i~~t·iit!i:' ~.:, · ---, ! ····-·>•••" .. --···---·······-·-·· LOCATE S,T. L.UKE'6 ::':::_ -:: ___ : .. :_::_::c1·.'.i,,i LJ\ ~ Ii I 1.11 i I 111 i II / " DAYCARE SIGNAGE .... .:.'-... ,~---.:.: ::::· ........ , 1 1, • 1, I 1 , I (:) " ------., . OFF' ': I ' I I ~ • · -----· ----, , I , i ; I • -·•---·-~ ••---•·• , •"-'•' I : 1 I I ! '-,S} Iii -----------------." .. 1 • 1' • ,· • , I ', N r.,,.•, ·-·-------·----•,;,:.,, I j I : 1 ' 451.G,7' ····~·""""" : AVERAGE hlEIGihlT ' A60Vi:'. "1RADE PLANE ~-H---------1-----~ G>' 6TEEL FENCE t GIATI:. "-~ : l 1, I i : 111 i I ! ~ ' ... ,• ~ . . .. . . ...• : .. ,-···'.-:::-,JI I I i ! 11 r ! Ii 111 ! . .. ... --------··-· .. :::::.::::-. "''" ______ ::;---::_·=--...:=·:-·::---::: ·'--'._ ';.,::·,,:·,:'.·,/ ..... ~-· li1,:'.1illl11' ! . . . .•.. '" ,• I I i I ' -l+t I li-1+d ----__ _I _ _ _ 432.i>S' i : , 1 [ I I f .. r~AIN Li!VEL. •------· ---~-----------·---1-----+----"'"H-' I II ] I ~,-Ill I II II i 11 l I I .. ---~--11 . I ---------1432.85' I------------~[MAIN "C~ VEL . c:.:.. 421.9!;' -----------------___ ,_ _______ _ ---·-&foWER LEVEL ~SECTION ~ 1/8" = 1'-0" STORAGE IDE:] --i<-,l TC 1-lEl'l !11::; I ~Ni~ 2 -SI-IOWING MECI-IAN!CAL SCREENING I ----,··~-.. --·----·--··· ' , 11'--l v · • · · · · . --.. j C: ' I ' ' f . ' h ' ' ~:-"Lj~~il ~ I! ! -r-'··r~T.'-T~,, -..... T~·-r I l vr---j o ~I · ' -I '": ...... "' ............................. _ ..... ., ....... ·--· ................................................ , .... + ....... ., ....... ,'" ---·----·-.......... ,.............. ..... ~ "'U 425G>7' : I I ', '".. .. ... ..... , GRA'i:5a PL.ANE I I I ' L----------------------------------i----------------) I 11 1 W NORTH ELEVA t I ON -------------------·--------. -· · · · · · " " · ----'ff<i.'ii. ""'' ~ 11e" = 1'-0" i I BROWE LE IT PETERSON ··---·-··-HA1i\"MER :.·------·· .. --·· ARCHITECTS 19624A 76TH AVENUE WEST LYNNWOOD, WASHINGTON 98036 PHONE (425) 774-470 I FAX (425) 776-5177 BPH/\RCH.COM Remodel for w; '· .~-f,..,,. ..-.,'I',,;;"'';,-·,,,~"''"'· !-'.' "i{;l ., l~ ~!} Iii 515 S. 312th St. Federal Way, WA 98003 ·--·-·~--------------No./Date Revision By 2/S/10 Dote :;...JS !/\ ·c-, --61-l Drawn By Checked By Project Number File Number EXM~~!T ~ PAGE t ~~-1 @:.;.,.R ... l ..... OR ELEVATIONS Sheet Title A4.1 DE:SIGN PEVEI-OFMENT Sneet Number e,;c v.-~,s --~~~ ,_ ""'"-" -·«-=,"·~·,~~• -,,-•->'•=•" •••">S•-•--~"•-=•"•'•"~ ,,m~•"'""""~~·~,e,•,.h-=--~ "'-"•"" v -~·<->~-~"-''"""' --.-.-~ =--V ~-~~"-'"'""·•----·--~·~··~ '""'"~'"• -,,~"'°~'=•••" . 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TREES TO REMAIN ii'" NEW ADDITION /., I' , --·-==p,, -~-( ""~:4fr:,?·'*ii ""1;--L;':-/ -1 ! ;,') i1 0 0' ii ' 1L;I : 1,. · I ·.·.· ... ·.·.·.·.-.-~ ~-·-·---~ ... .,.~~· . ~ . . ~-~-~--· . . . .. . . . ~--....... •+••• I I -;( '•('-~·\<:·'(~--;.~-,<:-~-"~'"~" ·, ·, ~, g,.: l z a,1 · !1 ii -~I ~I ,c :IE l ' ( I L I I I I I I I I I I , I ! I I I I I l . ·'·' ' <!. r J ' , £L.'Z q.2. < ,·_; -~·-, <> ' •;;.--;:~. / / ":< \.: {\':))> ': '-',\\':,\~~ ' ' ',, ' ' ··":N: ; (:: .-.. ~:<··_-' _--:_.,:.!f\"\: ' '>.·· ·.·· (-j:,_•·. ·_,·.L...-_ ~-····"·'' .· '::,~ """" ~-: _,".'/-.· -~ ,' ,:-.: ___ .-.. . . ' . ·,. _. ', . ~\ ; i' ' ',')"' . "~ ·>\.~~ qlffi, ': ;. • >1th .',' "· · .. •?~·;/le .-.. :t' Q f~~ \.r, '.~!3 ., .. ----· -~::. ,, 1: ri \I " ii Ji ,: \i 1'1. ;, i: -.::/_::1; / ./!"~ ,_::·· '~ /")\ >/ \~ .. ',". '.;;c, .. , .... 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I : I r;: : I I i 1J ~1 I I I ' ' " ' i :z OJ Co I\ O (Jl ~ ~ {:'., ~ ZJ V ~ -<:: l e j-,' ,, " VICINITY MAP NOT TO SCALE NOTE SEE SHEET L2 FOR PLANT SCHEDULE AND GENERAL NOTES, SHEET L3 FOR IRRIGATION PLAN, AND SHEETL4 FOR PLANTING AND IRRIGATION DETAILS CALCULATIONS • PROJECT LANDSCAPE IMPROVEMENTS EXCLUDING RENOVATION ' OF THE EXISTING BIOFIL TRATION S\fl/ALES IS 10,425 SQ/FT • 2,720 SQ/FT OF DROUGHT TOLERANT LANDSCAPING IS PROVIDED TO MEET THE MINIMUM 25% REQUIREMENT • TREl::S TO REMAIN WITHIN CONSTRUCTION ZONE: 'I · 4" DF.'CIDUOUS 1 • 2'1 DECIDUOUS 9 -6" CEDAR 7 -4" CEDAR • TREES TO BE R'EMOVED WITHIN CONSTRUCTION ZONE: 2 • 8" CEDAR 1 · (i" CEDAR 1 -4" CEDAR 1 • 6".MAPLE 7 -.6" CHESTNUT • PARKING LOT LANDSCAPE ISLANDS TOTAL -767 SQ/FT ..__ ______ -.;,_ __ ...;.. _______ ~ ..... LEGEND E«--·1 ' ', ... ~.~M~ NEW ASPHALT CONll'.EROUS TREE DECIDUOUS TREE SEWER MANHOLE '' CLEANOUT STORM MANHOLE :. : CATCH BASIN ,, 1,' ROOF DRAIN WATER VALVE FIRE HYDRANT FIRE DEPARTMENT CONNECTION !i IRRIGATION CONTROL VALVE WATER METER UTILITY POLE LANDSCAPE LIGHT LIGHT POST -·-WLB WETLAND BUFFER WL ---WETLAND '~) OVERHEAD UTILITIES SEWER LINE -· STORM LINE ····· FENCE LINE \'1 · -WATER LINE PROPOSED SEWER MANHOLE ::::Ill PROPOSED CATCH BASIN --SD PROPOSED STROM LINE GRAPll!C SCALE 0 10 ~ 1" = 20 FEET 4-0 el Civil Engineers Stmctural Engineers l.and Surveyors Neighbors m ,,;'.·m···_· .. _··.:> ,. ,. 111111 TACOMA SEATTLE 2215 North 30ih Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, SeattlB, WA 98i01 206.267.2425 m. project Tit!~_. COMMUNITY OF CHRIST ST, · LUKE'S ADDITION FEDERAL WAY, WASHINGTON C!i~ ST. LUKE'S LUTHERAN CHURCH 515 SOUTH 312TH STREET FEDERAL WAY, WASHINGTON Job No, 209555.40 Issue Set & Date: LAND USE SUBMITTAL Ff,BRUARY 12, 2010 ·----·------------NOT1CE Al.URMIO'l [.( NS IXJCUll1f mm. i!Vn!OATE 11£ t'ittH',,';)ONAl ro.L ~/fJ ~.i.nmt. P\l1lUCA1100 C*" 'flD'). l>OUJ\lf.!lT IX£$ tlOT lltR®Tt t1!0,! RrSfffiUI O'/itlflWtP ~r.J: tt rr, 1~ OOOOMWT IS roo mt CRY fOfl W f'RO,f.¢! )Dt/ffllll) ff Tll( Tfh! [lOO{ MD I'S !!/)l' TO 8E !J&O !OR REPAIR. 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T"1~fitJ,:q;:·l ·<,'f~~-:ih:.,..f' ~,·,..J ,-I 4-y·:;;' ;,,.:,w.:, 'Jr•w, r~'"t~r.,l\/1.;.tt ~; ...,'r f~,:i r-~ -,'r J. CODE QTY Tl 2 T2 2 T3 10 T4 3 T5 11 CODE fil1. S1 25 S2 14 S3 18 S4 53 CODE QTY G1 71 G2 95 G3 464 BM 10,827 SF LM 5,236 SF BOTANICAL MATCH EXISTING ACER CIRCINATUM 'PACIFIC FIRE' ACER RUBRUM 'FRANKSREO' TM PRUNUS X YEDOENSIS 'AKEBONO' THUJA PLICATA 'HOGAN' BOTANICAL ABEL.IA X GRANDIFLORA i EUONYMUS ALATUS 'COMPACTUS' ' I I ' NANDINA DOMESTICA · 'MOON BAY' TM RHODODENDRON YAKUSIMANUM 'KEN JANEK' BOTANICAL GAULTHERIA SHALLON LIRIOPE SP!CATA MAHON I A NERVOSA GRASS GRASS GENERAL LANDSCAPE NOTES _ .... --··~-----···-"---~-~---·-·--,~------"""'--... -,.--~-·---~--~-~=~-~--··--· ·-~-COMMON CONT .Q8l. SIZE SPECIE TYPE B&B 2" CAL VINE MAPLE B&B 7-8' MIN i RED SUNSET MAPLE B&B, FULL 2" CA FLOWERING CHERRY B&B 2" CAL HOGAN CEDAR B&B 6' MIN. COMMON CONT REMARKS SIZE GLOSSY ABELIA 2 GAL 18" MIN COMPACT BURNING BUSH 2 GAL 18" MIN HEAVENLY BAMBOO 2 GAL 18" MIN PINK YAKU RHODODENDRON CONT 24-30" Mli ' COMMON CONT REMARKS SALAL 1 GAL 3' O,C. CREEPING LILY TURF 1 GAL 18" o.c. OREGON Gf,APE 1 GAL@ 24" OC 24"0.C, B!OFILTRATION MIX SEED SEE SPEC LAWN MIX N/A SEE SPEC 1. SUBMIT TO LANDSCAPE ARCHITECT (L.A.), WITHIN 2 WEEKS OF CONTl~ACT AWAf,D, PROVIDE THE QUANTITY, LOCAT!ON, PHONE NUMBER AND ADDRESS OF THE GROWER. CONr' I RM[D PROCUREMENT ORDERS FOR ALL PLANT MATER I AL, I ' ' 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING QUANTITY OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. DlSCREPANCY BETWEEN THE PLAN AND PLANT SCHEDULE IS ENCOUNTERED, NOTIFY THE L.A. FOR CLAR[FICATION IMMEDIATELY. IF A I , . , 3. ALL PLANT MATER I AL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST ED.IT I ON. PROV IDE HEAL THY WELL -BALANCED PLANT MATERIALS AS SPECIFIED, CONTACT L.A. IN WRITING 3 WEEKS IN ADVANCE OF PLANT MATERIAL DELIVERY TO ESTABLISH ON-SITE INSPECTION. PLANT MATERIAL SHALL NOT BE INSTALLED UNTIL IT HAS BEEN APPROVED BY THE L.A.: ALL PLANT MATERIAL SHALL BE PLACED IN' ONE ISOLATED LOCATION ON THE PROJECT SITE AND PROVIDE UNRESTRICTED ACCESS FOR VISUAL INSPECTION OF INDIVIDUAL PL.ANTS, .PLANTS SHALL BE,QRGANIZED IN BLOCKS BY• SPECIES AND SUFFICIENTLY SPACED TO OBSERVE OVERALL GROWTH HABIT. TREES SHALL BE UNTIED AND BRANCHES SEPARATED. UNACCEPTABLE PLANT MATERIAL SHALL BE REMOVED FROM THE JOB SITE. ' . , ' 4. SEE CIVIL DRAWINGS FOR GRADING AND UTILITY LOCATIONS. 5, CONTRACTOR SHALL BE RESPONSIBLE FOR CONF!RM!NG' LOCATION OF ALL UTILITIES. (800.424.5555). CONSULT WITH GENERAL CONTRACTOR PRIOR TO EXCAVATION. CALL FOR UJILiTY LOCATE PRIOR: TO EXCAVATION 6. 7. IF UTILITIES ARE ENCOUNTERED, CONTRACTOR SHALL PROMPTLY INFORM GENERAL CONTRACTOR AND REPAIR ANY DAMAGES, OBTAIN WRITTEN APPROVAL OF FINISHED GRADES FROM LANDSCAPE ARCHITECT PRIOR TO PLANTING. OR SEEDING. 8, CONTRACTOR SHALL IMPORT MINIMUM 6 INCH DEPTH OF SANDY LOAM TOPSOIL FOR ALL PLANTING ,BED AREAS. COORDINATE WITH GENERAL CONTRACTOR TO DETERMINE QUANTITIES NEEDED. I I I CONTRACTOR SHALL IMPORT A MINIMUM 4 INCH DEPTH! o1 TOPSOIL FOR ALI<. SEDDED AREAS. 10. REFER TO SHEET L4 FOR PLANTING DETAILS. , i 9. . I 11. CONTRACTOR SHALL INSTALL IRRIGATION SYSTEM TO PRQVIDE COMPLETE UNIFORM COVERAGE TO ALL NEW PLANTINGS, REFER TO SHEETS L3. I 12. CONTRACTOR SHALL CLEAN UP ALL DEBRIS AND LEAVE SITE IN A NEAT CONDITION. I ' 13. CONTRACTOR SHALL MAINTAIN THE SITE FOR 60 DAYS,AS DESCRIBED IN SPECIFICATIONS AFTER FINAL ACCEPTANCE IS RECEIVED IN WRITING FROM THE OWNERS REPRESENTATIVE, ! .i ' ., ' I 14. CONTRACTOR SHALL WARRANTEE THE PLANT MATERIAL FO~ A PERIOD OF ONE YEAR FROM THE DA TE OF ACCEPTANCE , ! [ ' I ' ' ' ~if " ' ri, :i,. ::111111 i~ ~ !i t"4 tr)~ GRAPillC sc.l.i.E I 0 10 20 ' M I ii1 i 1• = 20 FE&;J' REMARKS 30' 12' 40 j Community Pl;;inners :-~'.-, TACOMA · SEATTLE 2215 North 30\h Streel, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Pro iect Title; COMMUNITY OF CHRIST ST. LUKE'S ADDITION FEDERAL WAY, WASHINGTON Client ST. LUKE'S LUTHERAN CHURCH 515 SOUTH 312TH STREET FEDERAL WAY, WASHINGTON Job No. 209555.40 Issue Set & Dale• LAND USE SUBMITTAL f'EBRUARY 12, 2010 ,i,/ll/;o STATE OF WASHINGTON REGISTERED ~~APE.<A"'.R~C~H:::;I ;z::;~:_..-; DANIEL t. ctRTlrlOA NOTICE 111 .. lUIAUOO 11" tHIS OO(U!OO Sl!o\ll lHV,l,Ul)ATE ff !~00).I $£,11, AN) SW!AlURE. lfflJCAllai fi' l1flS OOCIWIT tXO 11or ooiw.1t mw ~ (l\l!{J~ll~ l«lll~ Ill If. JU$ OOCtll,IO!l IS. fa! USE: ~y FOO M pf!O,f(Jl' (1fJf!fitl N 111( mu: lJ..OCK. AAI; IS HOT TO llt tJ!f.ll ffR l!IJ>AIR. ROICOO. OR i\OOII100 10 rn,.r f'RO.ECl oo roo mt onm PRO.Ecr. ~-------·--&----~--&, ________ _ /1 __________ _ .Revisions: Sheet Title, J~rr e-PLANTING i,_Of ( PLAN Designed by: Drawn by: DEW DEW Sheet No. L2 Checked by, RH 2 of 4 Sheets -------------"------"--·--------------~-"°----c,,,_' ·-·=---••-><-,--_,,.,._y"-•~•··-•-·--""•--~•~M•<s·~-~-·--,.~_,,~ -"~-••·----·-"""~-----•-,w~•--•-·~~--,,-----·~-<, '"~•-•m,u"-"''-'-~'-•'·""·-·-c ·-· '•, ~---,-' ~---, ,-.~--'>M•·"'•' ~ · -''"~•-<o•-~--•"'---•··~-· •• ~~ .. --•-=~~Mu~-•--•••-~---, • -•-~'""'~~•~•-=~-•~---"""'-~'~ ,_~_,.,__,,. • ,_ •·--•· ,,n~o, •-·~~ , ~w...,~, _ ,,,_.,. ---~··-· --.. ~"-·-,,"-~"--"~·-•-"• ---~--h----·· -~,-~~-.~-~-~-"''·-···---~--~·---·--· --~--~-·--------·"------'-,---~ ;-.~, '••·~ • • "-'-O ~ ••• ,.,. __ ,._, ~--N'•f I_ ... i; P~15L·.··'.i .. ; '. ----".'.""7-·-:. ----... :~~··:J,." M "t; L , t; ko Lb S I-, . ',---CC, ··" --~--~-----~ l9.-Lgz·· -·· · :1 '\; ....;..;,....._ -i' --,: -·,-'·-I: .. ~· I : . I ,i I ! -"'/" . ··~ ~., '. '" '1 ' {' EXIST. TREES TO REMAIN I I I ' I ' ., I I 1 LJfZJ!O o' 11 /1 )i . .,-----/ .i ' "-"", t'~ ;rr ... ,i ~~~~ .. ===2~= --, ---, ) ,-~:/ .. -,, :_ ":-->,:-1---.--:,·-~ .. }--,,c, .fccc y-~ ---~· --~ : -·., .! ... ' '~----------"•f .. ·1::::c~:~\·: ·-_ ,., ~ X· .. · .'\ .~ II ., I • ·1 .'\.. .. . . .. ·. .. -L: ..• -···r· ·, \ . ' n' ' '\.•·· . SD ••, ' --·-(JI ,/ ;/ / /! / /' . I. ·~· // Tl/ / • ;;.:'-;:.':· / \;;:' ),--"" ~ ... / /.-; ~,-. fl...\-,,..\ 0 .• ,-··1 -~ IRRIGATION SCHEDULE SYMBOL ®@ ©©® ®®@ LST RST SS1 SYMBOL ~ MANUFACTURERLMDDEL/DESCRlPTlON HUNTER MP1000 W/ MPR40-04-CV TURF ROTATOR, 4" POP-UP WITH CHECK VALVE, MP ROTATOR NOZZLE. M=MAROON ADJ ARC 90 TO 210, L~LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC, ON MPR40 4" POP-UP BODY. HUNTER MP2000 W/ MPR40-04-CV TURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE, MP ROTATOR NOZZLE. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC, ON MPR40 4" POP-UP BODY. HUNTER MP STRIP W/ MPR40-04-CV TURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE, MP ROTATOR NOZZLE. LST=IVORY LEFT STRIP, SST=BROWN SIDE STRIP, RST=COPPER RIGHT STRIP, ON MPR40 4" POP-UP BODY. MANUFACTURER/MODEL/DESCRIPTION HUNTER PGV-lOOA-AS ELECTRIC REMOTE CONTROL VALVE, 1" PLASTIC ANGLE VALVE, ACCU-SET PRESSURE REGULATOR. IRRIGATION LATERAL LINE: PVC SCHEDULE 40 IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40 TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. Valve Callout @-~~~~~valve Number ___!I:_____# Valve GPM #" Valve Size ·-f' PSI 30 30 30 \; .),Y .. . . 'l'.XY \~::· Mi };;?'. / ~----~,---~ -'·~':,---·---___ -_ 8: ••• / ( 1)'11 !/ · ,. 1 , ,_, M ' . , . . . ··,. ·.··, .· .. I ) i \ • \ I ;: ' .. ':. ,' M M ' M .• ·,§i; .. :: .. : I ' : ·<_-;:., -! . -~,:). ' ]r{;p;'.,-,:,·.,:. ~ ,.-' ! .:: •• : i ·-M; ru .~M ,,_.,, (M'),. I I··\ · · !>J>'.l:C)'.': ~ t= f -· --!·-·:. ;n, -'// ,.,/'' > ,(' o• ·-::::: ,. i .--· ),,,-~i _,:,_: '•,'--,_;._ D '" U' (o ttJ' . !"·· ·.NEW ' . ADDITION ,i 'i R: / _j R)/ ·v, ~i µ r ¥1" f::;v.,· I -f ¥4" .K) .. ~ .. *'7 i . ! ·x '14-"· R -.• ::_·~.c.-K K. ,-( F K VERIFY EXACT LOCA 110N OF EXISTING IRRIGA 110N MAIN LINE ~,[ \ i ' I 1 \18. 1''. ,' ..:_.,,, Cf) 0 d f-j ::c ,W ), •----J ' ~. [:\,) f-j ,-.,..,, ,-1.;, I Cf) i , ___ ,). •. ;a f' 1-rl I ~ ~~ . l trJ' f-j i ' I :'i I· I u ' z CX) QO 11 0 (Jl +" ' !1 .... 0J ~ ~ ~ < IRRIGATION NOTl~S VALVE SCHEDULE 1. NO SUBSTilUTIONS OF EQUIPMENT OR DESIGN CHANGES SHALL BE PffiM/118J UNU:SS'APPROVED BY ,HE LANDSCAPE ARCHITECT (LA), 2 IRRIGATION DESIGN BASED ON AN EXISTING 1 1/2" IRRIGATION METER V/11H 60 PSI STATIC PRESSURE AT 1HE SER\olCE MAIN. CONTilACTOR SHALL VERIFY EXISTING STATIC PRESSURE AT P.O.C. AND SU81,l!T \\Rl11EN VEf:IFlCATION TO 1HE LANDSCAPE ARCHITECT. AND NOTIFY lHE LANDSCAPE ARCHllECT OF OlSCREPANaES GREAlER/LESS lllAN 5 POUNDS OF DESIGN PRIOR TO INSTAU.ATION OF ANY IRRIGATION EQUIPMENT. lHIS SYSTEM IS DESIGNED Vll1H A BOOS1Bl PUMP TO PRO\olDE ADDITIONAL PRESSURE FOR 1HE IRRIGATION ZONES. 3. IRRIGATION LINES AND VALv1':S MAY BE SHO\\!l IN HARD SURFACE AREAS OR OUTSIDE LANDSCAPE FOR GRAPHIC GLARllY. LOCAlE All IRRIGATION LINES IN LANDSCAPE AREAS AND IN UNDERGROUND SlEEv1':S, 4. INSTAll ALL EQUIPMENT PER STATE AND LOCAL CODES, CONlRACTDR SHAll BE RESPONSIBLE FOR OBTAINING All PERMITS, TESTS, AND INSPECTIONS REQUIRED FOR lHE IRRIGA llON SYSTEM. 5. CALL FOR LOCATES PRIOR TO DIGGING; AT 1-800-424-5555. SEE SURVEY ANO CIVIL DRA\li1NGS TO \l:RIFY UllLilY LOCATIONS. IF UTILITIES ARE DAMAGED IN lHE COURSE OF WORK, CONTRACTOR SHALL lNFORM 1HE GENffiAL CONlRACTOR AND LA, AND MAKE ANY REPAIRS REQUIRED, AT NO COST TO 1HE 01\!lffi. 6. ALL SLEE\JING SHAll BE MARKED, S£AlE1l AND STAKffi. ALL SlEEv1':S SHALL BE SCH: 4-0 PVC AND BE 1\11CE '\11E SIZE Of OF lHE LINE OR COMBINED LINES. MINIMUM SLEEVE SIZE SHAl.l BE 4-INCHES IF LOCATED. UNDER ROADWAY OR DRIVE AISLE. 7, FOR LINES 11\lHOIJT IN-HEAD CHECK VALVES. INSTALL ANTI-DRAIN CHECK VALVES AT All LOW POJNTS OF LINES TO EU MINA TE LOW HEAD DRAINAGE AND RECORD Al.l LOCATIONS FOR lHE 'RECORD DRAWINGS.' 8. INSTALL ALL SPRINKLER HEAOS VlllH A.EX S\\ING JOINTS AS DETAILED. 9. AOJJST RADIUS AND ARC ON SPRINKLER HEADS TO MINIMIZE 0\/tRSl'RAY ON HARO SURFACES. ANY IN-HEAD ADJUSll.lENJS SHALL NOT EXCEED 10% OF DESIGN OR MANUFAClURER'S ADJUSll.lENT RECOMMENDATIONS. 10. PRO\IIOE 4' DEP1H OF SAND BEDDING AND 4' SAND COVER OVER PIPES IN All lRENCHES, ALL lRENCHES ARE TO BE BACKFlllID, WATER SETll£0, AND COMPACTED TO AN 85% (PROCTOR) DENSITY FOR PLANTERS AND 95% UNDER PA\IING, PRO\IIDE 24" CO\ffi OVER MAINLINE AND CONTROL VIIRING, AND 18' COVER OVER LAlERAL LINES. 11. SPLICE CONlROL WIRES 11\lHIN VALVE BOXES ONLY, USING 3M-OBY, OR APPROv1':D SPLICE KITS, AND PRO\IIDE A 24" EXPANSION LOOP FOR Al.l CONTROL \\IRES IMlHIN EACH VALVE BOX. 12, ALL VALVE BOXES SHAll HAVE A MINIMUM OF ONE SPARE 'tEllOW VIIRE INSIDE FOR FUlURE USE. INSTALL ONE SPARE WIRE FROM lHE CONlROLLER llJROUGH EACH MAINLINE BRANCH; AND ONE EACH, AS N01tD ON lHE PLAN, FOR ANY DESIGNATED FUlURE VAL vrs. 13. CONTRACTOR SHALL UTILIZE EXISTING CONTROLLER AND/OR MAKE APPROPRIATE PRO\IISIONS FOR AUTOMATIC OPERATION, 14. INSTALLER TO ADJUST ALL ZONE CONTROL VALvl':S TO lHE CORRECT OPERATING PRESSURE. SEE VALvl': SCHEDULE FOR OPERA TING PSI. 15. INSTALL POP-UP BOOIES FOR All IRRIGATION HEADS AS SPEaFIEO IN lHE IRRIGATION SCHEDULE. 16. INSTALLER SHAll BE RESPONSIBLE FOR KEEPING EXACT ACCURATE NOTES AND 'AS-BUILTS" FOR 1HE CREATION OF lHE 'RECORD DRAWINGS' OF lHE INSTAllID SYSTEM. 17. CONTRACTOR SHAll WARRANT lHE IRRIGATION SYSTEM IN EVERY DETAIL FOR A ONE YEAR PffilOD FOLLO\li1NG lHE DATE OF ACCEPTANCE. CONTRACTOR SHAll PRO\olDE SPRING START-UP AND \li1N1ERIZATION FOR THE FlRST 'tEAR. NUMBER 1 MODEL . :j HUNTER'PGV-100A-AS. fillE' D:'fE 1" TURF ROTARY LEGEND V "·'~:,:·:.I ' ... ', ' NEW ASPHALT CONIFEROUS TREE DECIDUOUS TREE ' SEWER MANHOLE CLEANOUT , . . 3TORM MANHOLE CATCH BASIN • :, ROOF DRAIN ',';'\C WA1ER VALVE FIRE HYDRANT FIRE DEPARTMENT CONNECllON IRRIGATION CONTROL VALVE WA1ER METER 'i_; UllLITY POLE ' LANDSCAPE LIGHT LIGHT POST ; ', --WLB--· --WETLAND BUFFER ' --WL -· --WETLAND ······· ·UI · OVERHEAD U\ILITIES SEWER LINE i) ·· --· STORM LINE FENCE LINE · WATER LINE PROPOSED SE:WER MANHCX.E PROPOSED CATCH BASIN i ·-SO ; PROPOSED STROM LINE J:.;11 pSJ@ POC (ifM lil;'.lill_jJJ;V .\'ALY£.fil.:i PEF..C.1£: 35.08 16.22 2.00 ft. 2.00 ft 0.31 in/h 'i-fl ~~· ·r > , .. ::1111~; ! ro ~~~I ; ~ gl ~. w ~J I~ t-t : M .~ % ., GRAPHIC SCALE 0 10 20 ~ I 1" = 20 FEET 40 ~ Civil Engineers Structural Enginems Community Planners Umd Surveyors Neighbors mm;< TACOMA· SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.1425 TEL Protect TitlEt. COMMUNITY OF CHRIST ST. LUKE'S ADDITION FEDERAL WAY, WASHINGTON .Client ST. LUKE'S LUTHERAN CHURCH 515 SOUTH 312TH STREET FEDERAL WAY, WASHINGTON Job N.£.: 209555.40 lssue Set & Date: LAND USE SUBMITTAL FEBRUARY 12, 2010 NOTICE Al.lIBAThrn (f ms DOC'Wi'!tl SlAU. flVillJOATc: 1}£ !'R~ SD.I. Ml" S:~ATIJRE.. P\JBUC.-\1100 Cf 1~1S !le«JWENf ~ fl OT ~n: fllOO RESOM!i O'l*lffim!' f&";HTS it rt. 1111$ 00::UW!?l! !S fOO ~ au roo tHE PRo.l':CT tDOOif'ffi ~! THE nm £100( Mfl IS llOt tQ (it Ust:O rut ftO'Ml, RE!iCOCl. 00 !.OCHIW m \W.T ™1,.l'CT ~ too ANY omrn PRW:CT, ---&, ________ _ & ______ _ & EXR~~rr __ e'"""".""-_-~~~~G~E ~C~--O~r. ~K:'!""":.. 11 Revisions: .,1fl&1mm,.;,,,;,;1;,:,,,. Sheet Title: IRRIGATION PlAN lNEW LAWN AREAS ONLY> Designed by: DEW Sh<>et No. Drawn by: DEW L3 Chec~t., RH 3 of 4 Sheets l .------------------· SPACING AS SPECIFlED SPACING X .86 FOR TRIANGULAR . PATTERN GROUNDCO'/ER SPACING PLAN ~ 1. REFER TO SPECS FOR ADD'L INfORMA TION. 2' OF MULCH --FlNISHED GRADE ~ ~ m..L ~r~/Wi' LIGHTLY COMPACTED SOIL MIX WATERED THOROUGHLY FOR CONTAINERIZED GROUNDCOVER 2x THE SIZE OF CONTAINER GROUNDCOVER ~-SEE SPECIFICAITOHS FOR FERTILIZER APPUCAilON. "---WEED CONJROL F ASRIC BACKflLL 111TH SOfi. MIX WATER IN 8 GROUNDCOYER PLANTING DETAIi NOT TO SCALE 6" ' (D NOTES: 910 1211 BOXES 'TYP. 1419 -t 12"t-r-----. ' "' 1324 -EDGE Of LAWN OR BED "-...__ EDGE OF PAVING 1. CENTER BOX OVER VALVE TO FACILITATE REMOVAL & SERVICING. 2. SET BOXES PARALLEL TO EACH OTHER & PERPENDICULAR TO BED EDGE, 3. AVOID OVER-COMPACTION TO PREVENT DEFORMATION & COLLAPSE OF BOX. 5 VALVE BOX INSTALLATION NOT TO SCALE REMOTE CONTROL VALVE 20X14 JUMBO--~ PLASTIC VALVE BOX ANO COVER WATER PROOF WIRE CONNECTORS ON 18" LOOPED WIRES w OUTLET PIPE SAME 0 SIZE AS VALVE, ii <!.) 24" MIN. TO FIRST ~ FITIING. 45 DOWN AS REQ. TO O:l LATERAL ' I LINE PIP ~ DEPTH. r-lNCREASE LATERAL LINE \....../ AS PER PLANS 6X2X1 6 CONC. BLOCK CAPS, ONE EA. CORNER (4 TOTAL) UNIONS EA. SIDE OF VALVE (TYP) PEA GRAVEL ·• 4 • DEPTH ./ PVC 90 ELBOW SET BOX 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH TO GRADE AT TURf' SET VALVE 2" -3" BELOW TOP OF BOX SCHEDULE 40 RISER ';~;;~~¥ 11 11 ·:-·11 •-o~Or '.J 0nf4• ) () 1J ~· MIN. MAIN LINE WITH PVC TEE 9 ELECTRIC REMOTE CONTROL VALVE NOT TO SCA!.£ ·---------•----~-~,a-~••--••-~·--~------·--------~-·--~---~~-·------"-0~,~~-->·-~~n>"---•"··-··'-''"" -•-••-~ ~ ~-,--··-~--~---~~-----~-.w~-•K•-0•-~<,~,-------·---'--"'~·,----••~--~-~ ' -·~•~""~·-·-,--~-,.---.. -_,~, m,-_,,,,,,,,,,,,, .~.~~---~~ ··~~----,-----~, ·-~·~·--·· l ·-·---~-..-----·--·----~WCI -CM/ Eng~neers -"~~~_-_·. • '' ' Structl.Jrs Engineers 1\0/~~ 0;t\ NOTES: 1. SEE SPEClflCATIONS FOR FERTILIZER APPLICATION. 2. REFER TO SPECS FOR ADD'L INFORMATION. I-;:,: L,.J B5~ 1' RUBBER TREE CHAIN :c "-<:::. 0 FINISHED GRADE ~ • U)' ,,., L,.J ~ , I"' "' --::,; BACKFILL Wl1H SOIL MIX -WATER IN 6" LAYERS DO NOT TAMP ,_.,.,; 1 ;?,, ~ ~ *'.,;;;',,., '1-~-?J dt •;:;;::;;:,.:J . . ~ -~ -''p FLAGGING 1 O" SQ. MIN. 2x THf: SIZE Clf THE ROOT BALL ,:;:'E ( · 3" OF MULCH ':4;} TREE STAKES PLACED 2" BELOW RFACE '... ;.c)/~);:),' ::;:.~,K< ':< ':,; J f/! FORM CONTINUOUS 4-" HIGH WATERING BASIN BERM \ __ WEED CONTROL FABRIC -REMOVE WIRE BASKET & BURLAP \..___LIGHTLY COMPACTED SOIL MIX -WATER 1HOROUGHLY ~NIFER TREE PLANTING DETAIL ~TO SCALE RUBBER VALVE MARKER CAP WEA mERMA TIC No. 9066 \I r LAWN, IF MULCH FINISHED GRADE~ MAKE LEVEL WITH CAP I I 11 =~%.V-5:1~~~~~%.~ 2" SCH 40 PVC SLEEI/E SCH. 80 PVC FITTINGS,~ , ii NIPPLES AND BUSHINGS ~ /TEE&12'LONG2' PIPE W/ CAP TO PREVENT LJFTING l1l MAIN PRESSURE -1 \ LINETORL JI Ill/ I GEOTE'Xlll.E DRAIN,\GE FABRIC SCHEDULE-~,,... 80 PVC .;,;~;;:~~:-: .t;t!;;!;;~ t:f:?tM:~•;< 24" SQ. ANGl;E VALVE, ll'ILKENS #205, 1 /2' -suMPWlnl DRAIN GRAVEL ~NUAL DRAIN VAL VE DETAIL ~TOSCALE VALVE COVER ll'ITH LOCKING CAP FINISHED GRADE---, 2' SCH. 40--~ P. V.C. SLEEVE M [1} o;o;oc ~''11'-,l.-,,;<l~,;:0000000( o0o0o o Ocs<' LAWN, IF MULCH MAKE LEVEL ll'ITH CAP ~ .,,,_ "' d, ~ MAIN LINE -""' '•'· z "" I,, 00000000 0 000000000 o_oooooooo ooooooooc GA'£ VALVE ~0o0o0o0o0o0o0o 0, I .O~OoOoOoOoOo~ .O"OO?,.C' ' ~----------2 CU. FT. OF DRAIN GRAI/EL 01 GA TE VAL VE DETAIL NOT TO SCALE , I a,,,,:,,,•,l /':§·'.: · : Landscape Architects P.ih.J"..\il frc,4 l:JillI;. 1.SEE SPECIFlCATIONS !:OR FERTILIZER APPLICA TIO~. 2. DRIVE STAKES OUTSIDE OF ROOT BALL -SINGLE STAKE TREES LESS THAN 6'. i ' I 3. PLACE CROWN OF T!lEE 1' ABOVE FINISHED GRAD~. 4. REFER TO SPECS FdR ADD'L iNFORMA TION; I I I • I ~-Z . I ::,; 1/2' RUBBER ------:"1 'b, TREE 'CHAIN '1o I I u, . 1'· ~)Z;;V~ ~ FINISHED ,-Y'$Jf'J;:1° . > GRADE f »~,d?; . I .~'0:·~ • • I >,/~ N z ; :): ...-'.:E I ~: ., I "' '°c..l"" ~ ::a BACKflLL i 111TH SOIL MIX AS SfEClflED -WATER IN 6" LAYERS DO NOT TAMP, . Qt;= .,rtt-3" OF MULCH~ TAPER 2x THE SIZE OF THE ROOT BALL MULCH NEAR TRUNK. NO MULCH AGAINST TRUNK It-Ji,,§5l'f:;''( lREE STAKE.S -(2) PER TREE 0 --SCARIFY SIDES OF PLANTING PIT --REMOVE \\'IRE BASKET & BURLAP FROM TOP AND SIDES OF ROOTBALL '-I -LIGHTLY COMPACTED SOIL MIX -, WATER THOROUGHLY 3 DECIDUOUS TREE PLANTIN NOT TO SCALE • I PLANTINQ~ PAVING CONDITION ~,--..,...--,,_~--o·l:Po ·---..... TOPSOIL (FINISH // /, oQ Jo()o GRADE) · _..,1. / / ,p.· ,,Jt,2o PAVING SECTION __..... '// : / 'i ...;(!~-PER CIVIL PLANS "'·· 0 -,,,,(..L.,4,..:/,r -~';,; --COMPACTED BACKFILL----·---. Q-15 'cc.(. ,v' '??) Ov~. )Q AT 90% DENSl'TY · . ex,, .,......-BRk1_1\rf. (TOPSOIL. BACl(FILL) ·.· . , · AT 95% DENSl'TY ~----~v~-'-<c~hJ~--• 0 ' I b( 'C t7J:,1 Fq'&00. (STRUCTU~L) . oCV ,.q , oQ~ 'Oo~ ---·pvc LATERAL _, <( u ! • 00 --·' (31 : ~ ""' -~ ..... "' 6" OFF~ET " D~ i TRACE WIRE ----.....____ {tI; ~ f c({ 1 ov·, F ~ SLEEYE(S) ~ .. (Jc ";b'c;r ·. 0 0 ' . . . •. "'. :,,.i. l q"·,-.,, • .ld: ! --.. -r= .. -..... ~-,1-~0:0~C .. ·• ./---PVC MAINLINE:.. .,(.: _,,:_• .. __ ··. :.·_-.. --<.. ;.,. L .. . . .. •. _.,,.,-' I• . • . .· • ;;;e . ""'Q ... .,. -~--VALVE WIRING.-. --:-. . 4 El I~. ·· . ·.. .,.c _..,,..--PIPE BED MATERIAL "' < 1 .-• -.:;--• • •. •• TO BE CLEAN & f'REE .. 4" THAN 1 /2" "". st . :·.r·1·-,. :-~ Of' ROCK LARGER MIN I I I 'I * SLEEVINGi MATERIAL SHALL BE PVC SCHEDULE 40 PIPE. MIN I IM1Nl ; I • . . * DIMEN~tops ARE MIN. CLEARANCE.S. i * ALL SUEEVING TRENCH BACKFILL MATERIAL SHALL BE CLASS "B" OR BITTER (MAX. PASSING i N9.40 SCREEN) AND BE COMPACTED TO MIN. 95% :oPTIMUM DENSl'TY (MODIFIED f";'ROCTOR). , I i ' ' ! TRENCHING-SLEEVING DET All NOT TO SCALE ; I i ' , I i!: ~ 0. ~ CD w ~ ~I _J _J z ~ :ii WI· :5 ~. ! I ' 30 -45'--· ANGLE FINISH GRADE AT LAWN OR TOP OF MULCH ROTORY SPRINKLER MALE NPT BARB ELBOW SWING PIPE (FLEXIBLE), 18" LENGTH · • LATERAL PIPE PVC SCH 40 TEE OR ELL 1. USE TEFLON TAPE ON ALL THREADED JOINTS .. . I . , POP-UI? FLOOD 131Jl3131.l:Jtwlrl..~X~W1Ng PIPE NOT TO SCALE ! 1·' I . I :: i'. OF 10% Comrnuni1y Planners ~'il\ff/22~ Land Swveyo1s mNeighbOIS m'·;··• .. :·;.;. ,,J, j! TACOMA · SEATTLE 2215 North 30th Slreel, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620. Seattle, WA 98101 206.267.2425 TEL Project Titl~.: COMMUNITY OF CHRIST ST. LUKE'S ADDITION FEDERAL WAY, WASHINGTON Clie!'lt: ST. LUKE'S LUTHERAN CHURCH 515 SOUTH 312TH STREET FEDERAL WAY, WASHINGTON Job N_90 209555.40 Issue Set & Date: LAND USE SUBMITTAL FEBRUARY 12, 2010 z/11/;0 STATE OF WASHINGTON REGISTERED ZAPE j\J!CHIT',., ,.// .. ~ ~ .. DANIEL E. Wq,.A'ALA CERllFICA TE NO. 561 NOTICE M..TWUOO Cf lffiS ClOCI.WENT $W.!. INVAUOA1t TllE ~ a A.'f.> ~lWE. f\JEOO\l\00 C)" TI~S DOOJIIDH DOES" HOT DEROGATE ffial R!:Srnm ~p RlS:-ITS ii rr. w.s OOOJUEliT IS rm USE 'RY fa! lllE PROJ:CT 00.Tflm N 1liE Til1! llOOi oo IS mir to sr. usm .oo REPA!R. REMOCil at AD~TIOO Tl) n!~T l'Ro.ECT 00 fM Nff On-El f'!\O,[(}f. ,& ________ _ /b ______ _ &. EXH•§~! € PAGE · (9_Qf. z · · /1. __ ___.=-----Revisions: SheqJ Title, PLANTING AND IRRIGATION DETAILS Designed by: Drawn---9.Y.;. DEW DEW Sheet_No. L4 Checked by, RH 4 of 4 Sheets ·-·,J,:::·····--·T···1···---·--···-···---1-l ---·······-···-··-·--·· .. > •. ::::r·· -·----.. ·---==:=!--.... -, -----... ""-' i ··f---] Z"~~~z : .. LJ ,1 -,---, --'=d " %: 9 N 0 § 1'i t ·o i ;:: 1; 0 !l 5 I .3 vf .i 6 0 f , E ~ " ~ \ .,I -·----.... ' / ..:.>• :1 ~.. ·-. .• \ i .I \j · Ir \ i 1--, ! , I I ! . I·· I I l 1-. I I ·--' • I '·. 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SIDEWALK SECTION B STA. !56t4f 70 STA. !S7+30CT. 101 C>.1"1'Col-1PACT€.O DE:.Pit\ A$f'HAl:r C<:>1.k:.12e.;,E:.1AvccME.t-.l, CV>SS 6 V!E:Al2itJ~ G::,UesJ;;.. 281 ROADWAY SEC'JION C STP.,,, ~TA I 14+oo ,o 51"A 1'":!.l +=o \<\."14= To _STA 1sq+oo :.-'.·,?]()<-,-·· ,,· ' ': ' S. 312.TH ST. ~. 2'12.TH 'oT. 281 STA. /47 +oo 70 STA. /57-123 RT. /QI --i.>I Roa;lway Co+f'Uch"" ; Profile Grade . --·----' , . c~.-Sf-::-----I r -? -: 'C. K1f!J. d GuHer-----.... I _r;:,~·-.1 ~,, ""1? Cocb ao '-s , _ _ ,,, , o~ -·-~ 1,5' ~ "'·%.-,,: "' / 15r "~o'lf" :, 1:-;:;;;%e~ ~,:i: Sidewalk /'l~~n~01 _L_J &:>TH '='ID"'-"" -1.,$/f..( :2.00% "'"\· I ~II~ z.00% ----" ~),--·-----( ll!~'!J(§-1112: /!/ i3oTH ~//(c-'f/! SID~ -.. /" Wt 2:-'I J c,.i;,o' C.oMP=re.c PE.PrH G:,RAVE.L BA'?=---~-o.z.1 Col"'1PM:.Ti:.D DE.PTH Q2Ll':.H=.D :'E::.Ue.FAC.1"1G BAsc G::,1..1gsE'.. ------· • C).13 COl"IPACfl:.D DE:.f'TH C.12USHE.D "::>U£.Fl'CI WG 10P =ue.sc. I 0.13 C.Ot1PACTE:.D [)E.PTH AspHP-t:r (';oiJC12.Ec.TE:.. P,,..vE;.Me:.;JT C..LA.SS, B Ci 11' CoMPp.,::..,e..p DE.P,-H As.fHAL,-G::>i-JcR.aTE:.. PAvE.ME.!oJT Cl.A'EG B SIDEWALK .SECTION A STA. 1~1-t-<ae> 70 5TA. 202+40 LT. I ST AVE. 5. l.E.\/E:.L.IWC. C:ou R..SE.. WEAr::11JGi G:,u esG. -RO'ADWAY SECTION D SIDEWALK SEC7l()N 8 _.,_," _____ _ S7A. 1'7l+(d'.> RT.TO 57A. =2..+4¢ RT !sf Ave. <5. STA J9'7 +/cO TO "=>TA. ::?...c:>Z. -t40 lsr AvE. ~"'. !!,,,.,-----------------------------------------~~=--=·=====~==·=·=-~----------~ ·-·=·=-·;'=~.c"•===··"""-''-'='"..=a===''''''"''''' ( '"' -,. ~ I Pi!OFI U:. ~ eA.Q&. • 4" ID l.6'r e,' ' l<'...il..l<::; Co. Ste. CEME.IJI~ CoiJc.R.E.TE. '51DE:.-wAL~ (EloTHS1oe&) "',b a.' "1 f--rs -~ ----0,~ I I -2.00%, ,.., -:::--'i. -2. 00 % 11' '--. -< -C--•UV -I l -< I 1;;;< -2.00% ~~ -SE:.E.. 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( BO'fH 'SIDE.'$) SIDEWALK 5EC770N A YA12.IA6Le. oe.Pr.-1 (0.13' M11J.') t>..5PHAt.T eoucraeTE: F?i>-ve:.r-11=.w-r -Cl.A':>'$ 13 Le.VE:.LIIJG, <:'<:>Ue.'SE.----------------------' SiA IO<o t-86.c, To STA I 1$+ 22 6 LT , , o.11 G::::,f-'\Pu:;n;;.p c:>e.p·n--1 A,e,PHAl.:f Cols!<:.12.E:.iE: fl,,_Ve.MEJ..JT CLAS5 B WE.ARI tJe,j C:::,URSE=;---' ~ VA.e1t:.o 'U ' .0..,: , ,;,,: TO 5.S .~ .... 10 ' V""'21e..6 (,; T08 ' o.s "'' I .z.00%-I I L ///i'(;IO --i SIDEWALK ~/// Kinq Co. 5td. 411 Cement Corfcrete Sidewalk SECTION C ROADWAY SECnON F ST"A. '=>Tl's STA IDio+BG j:',f += 159+00 To TO 11;;, '::,TA I 14 += $,A. 14l'+= SA I r,,z. +41-8.3 S. 312.TH ST '$. '3.12. TH $T S. Sl2:rH ~sr: Note,;5: I Cut 1 :/ Fill !.5: I <3T'A 5TA. P;,.,vE:.i,,J EcJ..JT f:.E.J w Fol'C-1 W<S rAS'1.IC (WATE.f<.Pe.ooFliJG, VIF.l-1612AUE.) SIDEWALK SECTION B lc:A+:'>1 To STA. 115+57.5 l:' .. T 145+1 I TO 5TA. 141+= E!T" S7A. I !3,52.5 TO STA. 15.<P t 23 l 7. S. 3/C:. 7H ST. STA. /f3t87':>TO STA./45 +!/ KT.S.312.THST. $TA. 10/o+-S'c TO S!"A. I0":>+3, 1<.T. ,s. 312TH 'oT. z. Variable Slope io Match Back of New Extruded Asphalf C..'urb to be placed on Exisfing Asphalt Parkir!J Lot. 42110«. ,-,,.___-~-----------f. .. 41 101 Existing Asphalf -·· J ~ , , --~ Parl<in3 lofJ ---f r~--11 S. Neaf linee cuf to existing pt'Jvemenf to match new surfi.~cing. ----/~ \ /((~ll/;,,L?L..IJ~-----1 '"!! C:o .• s!d. ,"-..~,, ~-f~ing Co. 3td. 411 Cemenf AS 0/ LJt::. Wr\ LI\ ..::>t=C! IU/V L) S7'A. 157 + 32 70 STA. l&Z +41.83 RT. 8. 312TH ST. STA./5<,,+2370 STA.J{pZ.+4f.83 lT. S. 312TH ST. CATE 8l111·T· JI I ~,,, u TE ~•'r·-Tli~l~S REVISION . 4/81 . ~-~J' ~ ·== ==--= BY 4. All depths of paving an::1 surl'c!cing materials are minimum compacted depth. CALL 48 HOURS BEFORE YOU DIG TYPICAL ROADWAY SECTIONS · 1-800-424-5555 KING COUNTY DEPT. OF PUB DONALD J La BELLE, DIRECTOR SOUTH 312 TH STRI 1 ST AVENUE S TO PACIFIC HIGHWA\ SURVEY l\la • ..Jl , 21 • 4 -4 6 COIJNiY ROAD PROJECT Ill, SHEET 3 OF 46 SHEETS ~ 5CAL£: HOR. INC!-4:-,, 20 f-1. VER INCH:= 5 fl. I • MAINTENANCE DIVISION No, 5 ' LI " ,,... . ! /t /(' APPllOVltD OY: I /lit.t(·J ,_ • J~\!J-; ){ I...OU /$~~I-IA.FF (./cOON1,. 'i'"'fjtNC1NfU --· 306-14 C . I wo~ .s!;>~t,~ • •• ,1, I,•, .. ..... ~. , ... .,_, ~o !'.·"~ e~ ,,._, j "'· c, ~ ':J '\i\ l ,,. 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DERAL io!AY 2""'9 ' ' ' ' ' ' ' \ , 's \ "-, : . i '"'"1"-i i : ' ' ' ' ~----------~----··----· ________________________________ J ktii"i'i4;f¥il £Xl$'1'1N$ "'TLANI> -,.._"!ill ,e-,·--,,, ___ ...,,"i'\ --1,,.. __ lil / --, -·""-A' -;, ' -~--""--'l,'\~-i/1.-".,..,--m--"/ i1 ' ~ ~ ' C M~ FFJ«:a.D 1H Pi.,;l,Y~A ' ----------_______ 4TM AVl!NUI!! &oUTel_ ,---r-,--,--,--,-,.-r-r-r-r-r-c---~ ' ' ' lll!lltll~' / ' ' ---~--~-" F!PS.AAI. WAY MttlelON c~~~ tritW PAAKI~ l'ottZ1a.c~ t ____ l lJ:+:·J=lLl-lJJ_-J:+ f I I ,J, ~ .. --~ ooooooopri <.:.~~~ .. ~X$.!IN4" _,,. l"A/'!ll,.Y l.lr'tl C5NIBI*: !>'l&'tlN&~ ~1.J>W ---1111111111111111111 -~\ \ ~-~IVEWAY IE~W~A"l'E L4i.Vi!J..r~.Df'i" ' -l--f..-f.---1--f..-t----t_-_-_r r r I r r r r 1 "·-----E>:ll'11N:il """"' -1-1·· 1-:-1" i"'" _, _ _,__,__,_ --·"----------" -------.. ---------------··:--' -------+. t-+-J --~--·-~~+tJ;if;--' j : : ' .. 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L /'"' / '"/ / / ,/,,,// l " ~ "> ,., \1fJ/,\iU -// P ET ER SON ARCHITECTS 19624A 76TH AVENUE WEST LYNNWOOD, WASHINGTON 98036 PHONE (425) 774-4701 FAX (425) 776-5177 BPHARCH,COM Remodel for lu lutheran church 515 S. 312th St. Federal Way, WA 98003 No./Date Revision By 4/21/10 Date ~ Drawn By 614 Checked By 12)718 Project Number ©718CD Al.I SF'DWG: Fi:le Number MASTER SITE FLAN Sheet Title MP-1 Sheet Number ii' [;; g m 0 I t i 1 ~ <O ~ <O ~ ~ ~ cs ~· 13 f § l ~ ~ -------------" !l". ---·--------------·------·--------. :?.,. •,'[."> ii ~~----·-----·---------------~197 i::.1 I l/ :I :, --,-------L~-1--" ,~ ii II I-~ ~ ;;cc ~\,. ~ . ~01"14'14"E~ --...l'--~ " "-1' <'."' _/ 329.EC.I "'-_/ w u ,0 0 ::Bf' 41 ' ~ 0''1uZ0 ,(J) 0J O C /'st--l O Z / ,,,_ ~\ . ~~----. / __,,.,,~~ I ,.,//,. , .. / / / .. .. f \ ) ,• / /k/ /) .• / ,. ' ;:;;: ,// ,/ / , % 6LOF'l:'. / / /25/TO. . ···,.,". .U(,:._,•,,:,1,.1,_~0 ,'."<./..•' ---~· -· / / / // / / C! ·~·--, _,_ ' ' :,';. 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ROW 16 42' OF06ED ROW 15 S@' DITIONAL 8' OF ROW WIL.L D TO SE DEDICATt':D (j) C) C --* uJ_ t c;;\~ ~~~ i'-c.~ lii ii (j) 4 A] rn rn 4 ;: l"."'':"' ''"--,_,,,~ it -,) BROWELEIT PETERSON ARCHITECTS 19624A 76TH AVENUE WEST LYNNWOOD, WASHINGTON 98036 PHONE (425) 774-4701 FAX (425) 776-5177 BPHARCH.COM Remodel for I 515 S. 312th St. Federal'\V'ay,\'lV.A. 98003 No./Dole Revision By 2/S/10 Dole RR Drawn By S!-l Checked By 12)718 Project Number 12)718-DD~SF File Number SITE. FLAN Sheet Title A1 .0 Sheet Number ,_, __ ,,_,,,,.,.,,,,,,,,,,,,,_,l'Wr' =· '''"' ---· '' ··-··-'' '''''"' '' '' , ''''''""' ,.,,,,,, ''''' • ''"''''''"''' ···-''' "'''' • ,,,,., -,,, __ , ,,,, '' ,,,,,, -,. -· ··-·· ''' .,.,,., '' • '''' • '''''" ,,, ""''''''''"'''' ,,,,., ..... ""'' ''' ,,,,. •. • .... , ... ,. ,,,,,,,,, -'''' ''"'''·"" '' ,,,,,, '"' .•. ,,,,,., "'' .. •• 1'"''''''''''''"'''"''""'"'1l"Ro\iTITETI''"'-''''''''''-· -····-"' 8 " :;;: 0 @ ;:; I ] -§ ~ 8 I 0 " ~ ;:: :gf 6 'S " e 0 E $ 00 ~ ~ sourµ ELEVATION NORT~ ELEVATION EAST ELEVATION ,f, WEST ELEVATION ., ~1 ·"" CDS PETERSON ARCHITECTS 19624A 76TH AVENUE WEST LYNNWOOD, WASHINGTON 98036 PHONE (425) 774-4701 FAX (425) 776-5177 BPHARCH.COM Ren1odel for 515 S. 312th St. Federal Way, WA 98003 No,/Date Revision By Date Drawn By Checked By Project Number File Number ELEVATION Fl-!OT06 Sheet Title Sheet Number , ,. ~ 0 ~ ~ 0 0 s si t l! _g ~ " ~ w 0 ~ 0 ~ 0 > 0 i.; 0 "' ·o ~ 3 I oi :'f ~ u 0 .~ C 0 E E ~ ~ ~ 60UT~ EL.EVATION 1 • NORT~ ELEVATION 1m 1! ,J \; ' ' EAST ELEVATION ~ } 1 " WEST ELEVATION ) PETERSON ARCHITECTS 19624A 76TH AVENUE WEST LYNNWOOD, WASHINGTON 98036 PHONE (425) 774-4701 FAX (425) 776-5177 BPHARCH.COM Remodel for stluke:s 515 S. 312th St. Federal Way, WA 98003 *'-" No./Oote Revision Date Drawn By Checked By Project Number File Number ELEVATION PI-IOTOS RECEIVED FEB 12 2010 CITY OF FEDERAL WAY CDS Sheet Title Sheet Number By