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Ck 0 0) m to co c > > 30' 30' CITY OF FEDERAL WAY BETTY SANDERS, PROJECT MANAGER P.0 BOX 9718 (253) 661-4043 33530 1ST WAY SOUTH AX — {253) 661-4075 FEDERAL WAY, WA 98063-9718 E—mail: Betivsanders®ci.federal—way.wa.us ARCHITECT OF RECORD BARKER RINKER SEACAT ARCHITECTURE ERIN BRAUNSTEIN, PROJECT MANAGER 2300 15TH STREET, SUITE 100 �303) 455-1366 DENVER, CO 80202 AX — (303) 455-7457 E—mail: eembrounsteiriftsarch.com LOCAL ARCHITECT ARAI JACKSON ELLISON MURAKAMI RICH MURAHAMI 2300 15TH STREET, SUITE 100 (206) 323-800 DENVER, CO 80202 FAX — (206) 323-8518 E—mail: rmurakami®arciiackson.com MARCIA HOCEVAR DESIGN MARCIA HOCEVAR 2951 CURTIS STREET 303 296-8185 DENVER, CO 80202 303 296-8186 —nail: mhocevar®gwest.net LANDSCAPE ARCHITECT THE BERGER PATNERSHIP JEANNETTE BENTON, PROJECT MANAGER 1721 EIGHT AVENUE, NORTH 206) 325-6877 SEATTLE, WA 98121 AX — (206) 323-6867 E—mail: ieaneiteb®beroeroortnershio VI IN BERGER ABAM ENGINEERS SHAWN ELLIS, PROJECT CIVIL ENGINEER 830 NE HOLLADAY STREET, SUITE 140 503) 731-6041 PORTLAND, OR 97232-2107 AX — (503) 731-8902 E—mail: e"'Jabam.com S RUCTURAL ENGINEER BERGER ABAM ENGINEERS ABDUL CHAHIM, PROJECT MANAGER 720 OIL WAY, SUITE 120 206) 357-5600 SEATTLE, WA 98101 AX — (206) 357-5601 E—mail: tna Omart% tin.com MECHANICAL AND PLUMBING ENGINEER GLUMAC IMERNATIONAL SCOTi VOLLMOELLER, PRINCIPAL 1325-4TH AVENUE, SUITE 1430 (206) 262-1010 SEATTLE, WA 98101 PPAX — (206) 262-9865 E—mail: svollmoeller0olumac.com ELECTRICAL ENGINEER REESE ENGINEERING, INC ERIC NIELSON, PROJECT MANAGER 3755 NORTH DAMEN, SUITE 1R (773) 935-0575 CHICAGO, IL 60618 AX — (773) 935-0531 E—mail: enielson®reeseinc.com AQUATIC CONSULTANT WATER TECHNOLOGY JOHN GOHLKE, PROJECT MANAGER 100 PARK AVENUE (920) 887-7375 P.O. BOX 614 FPAX — (920}®w 887-7999 BEAVER DAM, WI 53916 E—mail: jgohlkeatertechnoloayinc.com SPECIFlGATIONS CONSULTANT CARPENTER ASSOCIATES JIM CARPENTER 7210 WEST STETSON PLACE, SUITE 31 (303) 973-8776 LITTLETON, CO 80123 PAX — (303) 972-9105 E—mail: I mcora®worldnet.att. net PROJECT TEAM Federal Way Community Center COVER SHEET SITE SURVEY CIVIL C101 CIVIL NOTES, LEGEND, ABBREVIATIONS, & INDEX C102 SITE PLAN C201 HORIZONTAL CONTROL PLAN C202 HORIZONTAL CONTROL PLAN C203 PAVING PLAN C204 PAVING PLAN C301 GRADING AND EROSION CONTROL PLAN C302 GRADING AND EROSION CONTROL PLAN C303 GRADING AND EROSION CONTROL PLAN C304 EROSION CONTROL DETAILS SHEET INDEX City of Federal Way LANDSCAPE ARCHITECTURAL C401 FIRE LANE PLAN & PROFILE C701 UTii..jTY PLAN - WATER 1-1.0 LANDSCAPE PLAN A100 ARCHITECTURAL SITE PLAN C501 RETAINING WALL C702 UTILITY PLAN - WATER L1.1 LANDSCAPE PLAN A101 FLOOR PLANS C502 RETAINING WALL C703 UTILITY PLAN - SANITARY L1.2 LANDSCAPE PLAN A200 EXTERIOR BUILDING ELEVATIONS C600 PUBLIC STREET IMPROVEMENTS C801 DRAINAGE PLAN L2.0 SITE DETAILS A201 EXTERIOR BUILDING ELEVATIONS C601 PUBLIC STREET IMPROVEMENTS C802 DRAINAGE PLAN L3.0 PLANTING PLAN A202 BUILDING MATERIALS AND DESIGN CONCEPTS C602 PUBLIC STREET IMPROVEMENTS C803 DRAINAGE PLAN L3.1 PLANTING PLAN C603 PUBLIC STREET IMPROVEMENTS C804 DRAINAGE - FLOW CONTROL DETAILS L3.2 PLANTING PLAN C604 PUBLIC STREET IMPROVEMENTS C805 DRAINAGE - FLOW CONTROL DETAILS L3.3 PLANTING PLAN AND SCHEDULES C605 PUBLIC STREET IMPROVEMENTS C806 DRAINAGE - WATER QUALITY DETAILS L4.0 IRRIGATION PLAN C606 PUBLIC STREET IMPROVEMENTS C901 STORMFILTER DETAILS L4.1 IRRIGATION PLAN C607 PUBLIC STREET IMPROVEMENTS L4.2 IRRIGATION PLAN L4.3 IRRIGATION DETAILS L4.4 IRRIGATION DETAILS f VIEWS ALONG WEST PROPERTY LINE '3 to � • a r AT EXISTING END OF 333RD STREET AT EXISTING END OF 333RD STREET FROM EXISTING PARKING LOT ON LOOKING EAST LOOKING SOUTHEAST SOUTHWEST CORNER OF PROPOSED ROUNDABOUT ' VIEW FROM BPA TRAIL,NORTH SIDE OF PROPERTY, LOOKING y t I SOUTH / SOUTHWEST VIEW FROM CELEBRATION PARK SOCCER FIELD LOOKING WEST/ SOUTHWEST SITE PHOTOGRAPHS RED A, Seattle Spokane Project Location S 316th St 0� 800tt S 316th PI m C. = S 3179) $t Q� r � 3201h St S 32Dth St D N D a Sw N Project `� a scarce 65 Location st Mall g 325th _ S 324th St Q n Sw 327tf1 pl `L Q� S 327th St w Sw 330th St to 5 Celebration g 330th St Park g' fu S 336th St SJ11911, Kitts Corneae t w _ p S 341st PI T e Stv Campr,s Dr -' � S 3440Y St S 348th St p ,l � S 348tfi 41 S 349th St S 352nd St 33190 9TH AVENUE SOUTH FEDERAL WAY, WA 98063 091MBITY MAP PLAN NORTH MAR 0 9 2005 REGISTE OARCHLY 4 —off i 8 p� E11H F. 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SET SIIRVET CS SUM MFJ3'D1 EF.DERK YAY aRVn 291 SET TEMPGSART 6 F10.D SURVEY BY EARTH IELN DC, NDV: 1EC 2003. )' AwT FrcLO Leo aT. rA PLAuan Br ADnrsml As unaTEs, Dc 0 iwS SIRVEY DDES INi SIW KL SIODEMANT TREES W nff S1TE A ADDRDBR6 SLRVET p JHl IB. 20t6 TO I— Ir PVC CULVERT AT vETLAu0. CITY OF FEDERAL WAY'` CELEBRATION sheet 1 �,SAm +ik•.. .. �of e EXISTING LEGEND AC ASPHALT GAS METER v GAS VALVE LIGHT POLE I ] POWER VAULT (j POWER TRANSFORMER- ..-.... JUNCTION BOX _ TELEPHONE VAULT v TELR TELEPHONE RISER :1 riv POST INDICATOR VALVE IRRIGATION CONTROL BOX _ WATER METER 9 WATER VALVE FIRE HYDRANT C SEWER STRUCTURE e CATCH BASIN € STORM DRAIN STRUCTURE ROCKERY CONIFEROUS TREE TYPE AND DIAMETER IN INCHES DECIDUOUS TREE d TYPE AND DIAMETER IN INCHES o OP-2 WETLAND DATA POINT -a% WETLAND FLAG - - - - - - - ASPHALT FLOW LINE 360 CONTOUR LINE CONCRETE CURB --- -- CURB AND GUTTER -- EXTRUDED CURB EP EDGE OF PAVEMENT -x-X- FENCE LINE - PAINTED POWER LINE _....-..._...__._.-..._-_.-__-- PAINTED TELEPHONE LINE PAINTED WATER LINE ------- PROPERTY LINE - - RIGHT OF WAY LINE SANITARY SEWER LINE -se -----se-- STORM DRAIN LINE MR- `- WATER LINE TAKEN (as -built) PROPOSED LEGEND SITE WALL SIDEWALK _ CENTER LINE CURB LINE RIGHT OF WAY CROSSING BUILDING - - - - - - - - - EASEMENT PARKING STRIP Rp ROOF DRAIN gp STORM DRAIN SITE WALL ----- 362 -- CONTOUR LINES WETLAND BUFFER -IC-1(- SEDIMENT CONTROL FENCE TIC BID BAGS ® CATCH BASIN O STORM DRAIN MH ABBREVIATIONS AC ACRES N NORTH PC PT PVC CONSTRUCTION SEQUENCE 1. BEFORE ANY CONSTRUCT" OR DEVELOP%M ACTIWIY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND APPLICANT'S CONSTRUCTION REPRESENTATIVE 2. CONTRACTOR TO FLAG CLEARING LIMITS. 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 4. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. 5. INSTALL OFFSITE CATCH BASIN PROTECTIOL 6. CONSTRUCT GRAVEL CONSTRUCTION ENTRANCES- 7. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. 8, ROUGH GRADE SITE AND INSTALL STORM CONVEYANCE SYSTEM AND RETENTOO!/ DETENTION FACILITIES PROVIDE INLET PROTECTION WHERE INDICATED. 9. INSTALL REMAINING UTILITIES AND BUILDNG. 10. FINISH GRADE SITE AND CONSTRUCT ASPHALT PARKING AREAS, ACCESS DRIVES, SIDEWALKS, CURBS AND GUTTERS. 11. COMPLETE SITE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS 12. CLEAN STORM DRAINAGE SYSTEM. ON AND OFF SITE, OF ALL SEDIMENT AND DEBRIS. 13. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED CIVIL SHEET INDEX C101 CAVIL NOTES, LEGEND, ABBREVIATIONS, & INDEX PUBLIC STREET IMPROVEMENTS C102 SITE PLAN CM 333RD STREET C201 HORIZONTAL CONTROL PLAN C602 333RD STREET C202 HORIZONTAL CONTROL PLAN C603 ROUNDABOUT C203 PAVING PLAN C604 SIGNING AND STRIPING C204 PAVING PLAN C065 SIGNING AND STRIPING C301 GRADING AND EROSION CONTROL PLAN C606 TYPICAL SECTIONS & CURVE DATA C302 GRADING AND EROSION CONTROL PLAN C607 DETAILS C303 GRADING AND EROSION CONTROL PLAN C304 EROSION CONTROL DETAILS UTILITY PLANS C401 FIRIE LANE PLAN & PROFILE C701 WATER C501 LCTTAINING WALL C702 WATER C502 KTAINING WALL C703 SANITARY DRAINAGE PLANS C801 DRAINAGE PLAN C802 DRAINAGE PLAN C803 DRAINAGE PLAN C804 FLOW CONTROL DETAILS C805 FLOW CONTROL DETAILS C806 WATER QUALITY DETAILS GENERAL NOTES. 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY CITY CODE (FWCC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL COD11110N5 OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMIENTED BY THE STANDARkSPECFTCAl05 FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCBs), AND THE KING COUNTY SURFACE WATER DESIGN MANUAKL (KCSWDM): IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMSStON, OR VARIATION FROM THE ABOVE REQUREIENITS FOUND IN THESE PLANS ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CiTY OF FEDERAL WAY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING R[.IiEW CHECKLIST SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARUNCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 1 APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WINTER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) 4. BEFORE ANY CONSTRUCTION OR DEVELOPIENT ACiTMTY, A PRECONSTRUCTION MfTNG MUST BE HELD BETWEEN THE CITY OF FEDERAL -WAY, THE APPLICANT, AND THE APPLICANTS CONSiRUCTiON REPRESENTATIVE. 56 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE UNITED AS PER FWCC (SECTION 22-1006); NORMALLY THIS IS TAM TO 8 PM, MONDAY THROUGH SATURDAY. 7. IT SHALL BE THE APPLICANTS/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHTS OF WAY. B. FRANCHISED U11LIilES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 9. VERTICAL DATUM SHALL BE KCAS OR NGVD-29 10. OMITTED. 11. ALL UTILITY TRENCHES IN THE RIGHT OF WAY SHALL BE BACKFlLLED YNTNI 5/8 LIGHT CRUSHED ROCK. 12. ALL UTILITY TRENCHES SHALL BE BAGIFIIFD AND COMPACTED TO 95% DENSITY. 13. ALL ROADWAY SUBGRADE SHALL BE BAOo-7.LED AND COMPACTED TO 957 DENSITY N ACCORDANCE WITH WSDOT 2-06.3. 14. OPEN CUTilNG OF EXISTING ROADWAYS 6 NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED N ACCORDANCE WITH KCRS 803(b)3. 15. THE CONTRACTOR SHALL BE RES30115BE FOR PROVIDING. ADEQUATE SAFEGUARDS SAf`TY DEVICES, PROTECTIVE EGIIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE KRFORMANCE OF WORK COVERED BY THE CONTRACiTUR ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTEiTWJPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL.. SECTIONS Of lif WSDOT STANDARD SPECIFICATIONS 1-07.23-TRAFFIC CONTROL, SHALL APPLY.. 16. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 17. ALL UTIlTES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 18. ROCKERIES ARE CONSIDERED TO BE A IElF10D OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERk'S MAY NOT EXCEED SD( FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAI. OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHNGTON. EROSION�SEDIMENTATION CONTROL NOTES 1. APPROVAL OF THE EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITQTE AN APPROVAL OF PERMANENT ROAD OF DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THE ESC PLANS AND THE CONSTRUCTION, .MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN BE CLEARLY (LAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE OOiISTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARNG LIMITS SHALL BE PERMITED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/ CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTON WITH ALL CLEARING AND GRADING .ACTIVITIES. AND N SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS: 5. THE ASC FACILITIES SHOWN ON THiS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THE ESC FACILITIES SHALL BE UPCRADED (I.E. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 6. THE ESC FACUILITiES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (LE. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN 15 DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MATH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 10. AT NO TiME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. DURING THE TIME PERIOD OF NOVEMBER }THROUGH MARCH 31, ALL PROJECT DISTURBED AREAS GREATER THAN 5,00 SQUARE FEET, THAT ARE LEFT UNWORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY ONE of THE FOLLOWING COVER MEASURES: MULCH, SOD, OR PLASTIC COVERING. 13. ANY PERMANENT RETENTION/DETEN110N FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 74. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E., ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. 16..MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 22-7568 (c) (6) (a-g) OF FWCC. DRAINAGE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION MEETING. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE MATH WSDOT 7-02.3(t). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY UNIFORMLY DENSE UNYIELDING BASE, 3. OMITTED. 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 5 ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBER 4-1, 2, 3, 4 OR 5. 6. OMITTED 7. ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8" ROCK/407-707 PASSING, 2"-4" ROCK/307-40% PASSING, AND -2" ROCK/ 10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 51 OR AS AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED. 8. OMITTED. LIJ LU H W Q m GENERAL NOTES. 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY CITY CODE (FWCC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL COD11110N5 OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMIENTED BY THE STANDARkSPECFTCAl05 FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCBs), AND THE KING COUNTY SURFACE WATER DESIGN MANUAKL (KCSWDM): IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMSStON, OR VARIATION FROM THE ABOVE REQUREIENITS FOUND IN THESE PLANS ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CiTY OF FEDERAL WAY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING R[.IiEW CHECKLIST SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARUNCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 1 APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WINTER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) 4. BEFORE ANY CONSTRUCTION OR DEVELOPIENT ACiTMTY, A PRECONSTRUCTION MfTNG MUST BE HELD BETWEEN THE CITY OF FEDERAL -WAY, THE APPLICANT, AND THE APPLICANTS CONSiRUCTiON REPRESENTATIVE. 56 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE UNITED AS PER FWCC (SECTION 22-1006); NORMALLY THIS IS TAM TO 8 PM, MONDAY THROUGH SATURDAY. 7. IT SHALL BE THE APPLICANTS/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHTS OF WAY. B. FRANCHISED U11LIilES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 9. VERTICAL DATUM SHALL BE KCAS OR NGVD-29 10. OMITTED. 11. ALL UTILITY TRENCHES IN THE RIGHT OF WAY SHALL BE BACKFlLLED YNTNI 5/8 LIGHT CRUSHED ROCK. 12. ALL UTILITY TRENCHES SHALL BE BAGIFIIFD AND COMPACTED TO 95% DENSITY. 13. ALL ROADWAY SUBGRADE SHALL BE BAOo-7.LED AND COMPACTED TO 957 DENSITY N ACCORDANCE WITH WSDOT 2-06.3. 14. OPEN CUTilNG OF EXISTING ROADWAYS 6 NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED N ACCORDANCE WITH KCRS 803(b)3. 15. THE CONTRACTOR SHALL BE RES30115BE FOR PROVIDING. ADEQUATE SAFEGUARDS SAf`TY DEVICES, PROTECTIVE EGIIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE KRFORMANCE OF WORK COVERED BY THE CONTRACiTUR ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTEiTWJPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL.. SECTIONS Of lif WSDOT STANDARD SPECIFICATIONS 1-07.23-TRAFFIC CONTROL, SHALL APPLY.. 16. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 17. ALL UTIlTES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 18. ROCKERIES ARE CONSIDERED TO BE A IElF10D OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERk'S MAY NOT EXCEED SD( FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAI. OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHNGTON. EROSION�SEDIMENTATION CONTROL NOTES 1. APPROVAL OF THE EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITQTE AN APPROVAL OF PERMANENT ROAD OF DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THE ESC PLANS AND THE CONSTRUCTION, .MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN BE CLEARLY (LAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE OOiISTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARNG LIMITS SHALL BE PERMITED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/ CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTON WITH ALL CLEARING AND GRADING .ACTIVITIES. AND N SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS: 5. THE ASC FACILITIES SHOWN ON THiS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THE ESC FACILITIES SHALL BE UPCRADED (I.E. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 6. THE ESC FACUILITiES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (LE. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN 15 DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MATH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 10. AT NO TiME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. DURING THE TIME PERIOD OF NOVEMBER }THROUGH MARCH 31, ALL PROJECT DISTURBED AREAS GREATER THAN 5,00 SQUARE FEET, THAT ARE LEFT UNWORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY ONE of THE FOLLOWING COVER MEASURES: MULCH, SOD, OR PLASTIC COVERING. 13. ANY PERMANENT RETENTION/DETEN110N FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 74. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E., ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. 16..MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 22-7568 (c) (6) (a-g) OF FWCC. DRAINAGE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION MEETING. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE MATH WSDOT 7-02.3(t). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY UNIFORMLY DENSE UNYIELDING BASE, 3. OMITTED. 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 5 ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBER 4-1, 2, 3, 4 OR 5. 6. OMITTED 7. ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8" ROCK/407-707 PASSING, 2"-4" ROCK/307-40% PASSING, AND -2" ROCK/ 10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 51 OR AS AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED. 8. OMITTED. LIJ LU H W Q m $ F C,"I�QF;. Feem! W> Federal Way Community Center 33190 9th Avenue South W71 . yJ.CFj_ l'ar �2j 120 EXPIRES APRI. 7, 2aD6 Drawn By: TTN- Checked By: SEE Date: 02/07/05 Revision /Date: Roe 1 AC I CIVIL NOTES, LEGEND ABBREVIATIONS &INDEX ©2004 Beer Rinkc:r Sencat A cniierture e EXTEND SIDEWALK EXISTING 6' CURB TIGHT SIDEWALK EASEMENT I I I 01 I I I ;l I I I EQ CURB RAMP (TIP}— I' / j !1 ; R�CKERY WALL \� ( + 1 i t`C l 1 � 1 7' \ 8 I' I 6 PLAN S71W /I I tt r r 1 I I ! 1 \ I ( 1 \ 1 I j STORM WATER DETENTION POND r.. � TRASH BIN, PAD AND RE SEE LANDSCAPE \ V TRANSFORM \ SEE LANDSCAPE P ( ` 'T 70' A N Agg p) am $ R U p w C' . W 8 --- -- z WETLAND BOUNDAi Y \'�` \ 40 0 40 80 m scale feet SURVEY NOTES /f \ 1. IT IS UNDERSTOOD AND AGREED THAT THE CALCULATIONS, DRAWINGS, AND araijacksonellisonmurakami ur SPECIFICATIONS PREPARED PURSUANT TO THIS AGREEMENT, WHETHER IN HARD ._ Feluxen oesoxl�.EAoA: COPY OR MACHINE READABLE FORM, ARE INSTRUMENTS OF PROFESSIONAL SERVICE INTENDED FOR ONE-TIME USE IN THE EVENT PROJECT M'•E DOCUMENTATION PROVIDED IN MACHINE READABLE FORM IS CONVERTED, / THE CLIENT AGREES TO ASSUME ALL RISKS ASSOCIATED THEREWITH, AND TO HOLD HARMLESS AND INDEMNIFY EARTH TECH INC., AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS IN ANY WAY CONNECTED WITH w THE MODIFICATION, MISINTERPRETATION, MISUSE, OR REUSE BY OTHERS OF 'N\ THE MACHINE READABLE INFORMATION AND DATA PROVIDED BY EARTH TECH INC. \ �' UNDER THIS AGREEMENT, EXCEPTING ONLY SUCH USE AS MAY BE AUTHORIZED, ; J' IN WRITING, BY EARTH TECH INC., 20 7�OOF W)j 't 1 1 6 � f 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN r ��j t 'SIRE ACCESS ! f e i l ay HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL Federal EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE 1 S 11 FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED Way VI E W I /� `TI i BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND - I i`Jf ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES SHOULD BE Community I CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION 1 _kk 3 I I CALL 1-800-424-5555. Center 3. CONTOUR INTERVAL = 2 FOOT. i3 3190 4. HORIZONTAL DATUM IS THE CITY OF FEDERAL WAY (HAD 83/91): SET SURVEY ``O' 13 i l CONTROL POINTS AS SHOWN HEREON 9th Avenue South I 5. VERTICAL DATUM IS THE CITY OF FEDERAL WAY (NGVD 29). SET TEMPORARY BENCH MARKS AS SHOWN HEREON 1 N. i I € /� 6. FIELD SURVEY BY EARTH TECH INC., NOV.— DEC. 2003. 7. WETLAND BOUNDARY AND DATA POINTS FLAGGED BY ADOLFSON ASSOCIATES, INC. AND FIELD LOCATED OCT. 13, 2003. I / 4 i RE; AINII G WALL #2 ? j §L`E SLEETS C501 & ¢502f,J 'DRM/ ATIER ETTErON POND `��I" ilEXPIRES AIR 7, M6 ? SEE SC PLAN TER QUALITY FACILITIES i ' oU. ROCKERY WALL EXTEND SIDEWkK TO EXISTING CURB TIGHT $' SIDEWALK I yz Drawn W. TIN \ Checked By: SEE \� EXTEND SIDEWALK Date: 02/07/05 5 " TO EXISTING PATH Reviiwal / Date: /e 3qS 'O Sheet Me: SITE PLAN /f T 021. _ fj 1i EXTEND CURB TO /If f til'I ' LOCATE PARK ACCESS TO NORTH SIDE OF INTERSECTION- h . )' �'y / / ® ctur Rinker Seacot MATCHLINE - SEE SHEET C201 1 !------- RADIUS CENTER RADIUS CENTER N 114938.5657------- - - 1 N 114925.6854 N 114924.1893 E 1270820.0314 N 114934.6569 E 1270748.7376 E 1270776 ' 2271 RADIUS CENTER R6'-9 3/4" E 1270853.8914 \ / CURB INTERSECTION R123'-2 1/2" N 114917.6928 114936.2940 \ N 114911.4259 E 1270774.689 E 1270811.1340 N 114933.8119 4 \ E 1270678 7431 N.1149185239 R5' E 127064Z7685 \\ E 1270791.5252 RV-5 1 4 RADIUS CENTER -1 4• R63•-11 1/4" RAD� CENTER / " END OF CURB M \ N 114903.7501 CURB INTERSECTION N 114926.6726 \ N 1270807.66 END OF C114 \\ E 1270690.62 N 114913 4681 E 1270807.6654 N 114909 0143 E 1270864.2456 \ E 1270791.1928 RADIUS CENTER E 1270BU0521 \ R79'-2 3/4" RADIUS CENTER N 114905.2087 RADIUS CENTER \ i I N 114904.6217 E 1270807.0563 N 114915ZM END OF CURB i 1 i E 1270745.6819 RADIUS CENTER E 127007.4471 N 114872.0805 0 CURB INTERSECTION N 114907.1821 E 1270946.76RI1T R44'-8" END OF CURB N 114904.7708 E 127079IM19 END OF CURB N 114854.7816 N 114877.8423 E 1270728.6666 N 114860.9012 E 1270917.6993 N 114852.7876 E 1270685.9757 ��-8. E 12708544109 E 1R25709056.2274 I R4'r-T o I R216'-5" RADUUS CENTER RADIUS CENTER ® 0 C RADIUS N 114878.1791 N 114847.347 0 0 i N 114839.1964 E 1270727.9895 E 1270854.123 END OF 1 END OF CURB E 1270691.5339 N 114857.3468 N 114859.0664 i RADIUS CENTER , E 1270868.7173 E 1270925.3059 to RADIUS CENTER N 114843.877 CURB INTERSECTION RADIUS CENTER RADIUS CENTER 114834.0873 N 114876.6522 E 1270858.392 N 843 114840.3912 N 114.9635 w N I E 12707123915 RADIUS CENTER RADIUS CENTER E 1270678.4113 E 1270928.3145 E 1270931.5971 p I R231'-2 1/4" N 114823.138 N 114820.8641 to RADIUS CENTER E 1270840,962 E 1270844.321 RADIUS CENTER RADIUS CENTER -i N 114810.7495 N 114816.4646 N 114819.4277 E 1270685.0374 RADIUS CENTER E 1270938.7645 E 1270943.6269 N 114795.6601 1 CURB INTERSECTION E 1270820.5183 CURBED ISLAND. TIP ADI INTER C201 CE N 114809.1376 R US E 1270683.7008 _ I E 1270825.4413 I RADIUS CENTER � ' R226'-10 1/4' N 114770.1929 ' I E 1270810.1212 RADIUS CENTER N 114768.0168 1 E 1270813.5245 o 4'-C AT OWE WALKWAY (T11P) � RADIUS CENTER \ N 114742-3472 BEtEEM ISLAND AND EXTRUDM CURB `t E 1270790 6911 RADIUS CEIM RADIUS CENTER N 114717.8797 N 114739-W E 1270795.M \ E 1270778.6493 - \ RADIUS CENTER �\ N 114714.0571 E 1270784.5646 `\ CURB INTERSECTION R226'-10 1/4" N 114704.2933 RADIUS CENTER \ E 1270768.3562 N 11468Ri8811 E 1270544SO22 CURB INTERSEC110N R5'-0" N 114698.9925 E 1270776.5668 CURB INTERSECTON N 114672.5846 E 1270839.81 N 114664.1023 E 1270876.304 S 333RD ST N 114687.2968 E 1270857.7018 -1N 1146822064 E 1270861.7034 114679AY734 i IRB 1 RSWT OON 114855.8022\� 1270974.7966�\ r� N 11 0.4322 s E 1270962.7787 RADIUS CENTER RADIUS CENTER N 1147862797 N 114788.724 E 127MC471 E 1270958.6809 RADIUS CENTER RADIUS CENTER N 114761.9907 N 114764.4535 E 1270966.3102 E 1270970.5807 RADIUS CENTER N 114744.1420 N 114733.9973 E 1271013.0081- E 1270985.5172 RADIUS CENTER N 114731.7598 N 114734.8303 E 1270981.7128 E 1271013.8798 N 114683.9617 RADIUS CENTER E 1270896.5454 N 114710.4702 CURB INTERSECTION E 1270998.577 N 114683.8507 E 1270905.6911 2 CURB 1R224'-8* RS, TIP C201 RB 0"�EU1114669.1574 2 0906.744,1 TER110N SEE SHEET C601, C602, C603 FOR STREET CONTROL 20 0 20 40 scale feet CURB INTERSECTION N 114750.6691 E 1271026.3432 as Lu Q� UJ ~ V � E w Y Da0 arai jackson ellison murakami uP BE MAV" rm a,ve v,sure noo orvor- Federail Way Federal Way Community Center END OF CURB N 114732.4895 33190 R5'-0" E 1271022.3835 9th A 9th Avenue South �- END OF CURB N 114713.2489 E 1271016.9248 CURB INTERSECTION N 114697.4771 E 1271004.7048 SEE SHEET C401 FOR FIRELANE CONTROL S 8843'50" E 04 0#4b 49 te809 0 9 2005 Drawn By. TfN Chxked By. SEE Date: 02/07/05 Renslan / Date: Sheet Title: HORIZONTAL CONTROL PLAN F— W Q d' LU" y 2 LU a�A tr w Y Q m !!!Jackson ellison murakamPi u nacxlrecTufiEl�•nE�e oevanhxrenions SERCER/A8.4M Ts0IX1VE WAY, SLYIE1Np 9FATRE, WR�1M VOICE: AC36T{m0 FqK .'OB.iA3W1 eirar Federal Way Federal Way Community Center 33190 9th Avenue South 2_/0 QZ � EXPIRES APRL 7, 20M ' Drawn By. TTN Checked By: SEE Date: 02/07/05 Revision / Date: Sheet Me: PAVING PLAN C203 ©2004tlTi " inker Seocai ran;+ect�re IYIF11VfILIIVL — JL.L JrILLI U/-VY 3 rumj,, zmtti rAVLMLNI 7 GRADES PER STREET IMPROVEMENTS PLANS V� MATCHLINE — SEE SHEET C203 MATCH GRADES AT EXISTING PATHWAY HEAVY DUTY C607 .I j QK'�', LLJ LIGHT DUTY 8. U'j I M V LAJ nq _Jr M------------------------- l PUBLIC STREET PAVEMENT GRADES PER STREET C607 IMPROVEMENTS PLANS Adgrik Lu < = D� —s 0LU Q. E Lq; LLJ Im 0 arai jacktor�Fson effison murakami LLP BERGERIUAM CrTY OF ._ - Federal Way Federal Way Community Center 33190 9th Avenue South Draw, By: TrN Checked By. SEE Date: 02/07/05 Revision / Date: Sheet Title: PAVING PLAN C204 Z Aer Rinker ' 64 E;r Ek L- I 2 I x N Qt w n Ri a E lu ? $ w Y 20 0 20 40 Q m scale feet are! Jackson ellison murakami u.P aa�x�rE�,�AEi�a�x oE��wi��rEa�oa: e asaa vace zosnrsmo FederallWay Federal Way Community Center 33190 9th Avenue South Drawn By: TM Checked W. SEE Date: 02/07/05 Revision / Date: Sheet Title: GRADING AND _ EROSION CONTROL PLAN C303 Y li � U IR 02001 0grker Rinker Sea �f /i A hitectu p ' 4 a NOTES: SEDIMENT CONTROL FENCE 1. UTILIZE STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER FABRIC. CONSTRUCTION AREAS SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER. 2. HEIGHT OF SILT FENCE SHALL NOT EXCEED 36 INCHES (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE). 3. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM OF 6 INCH OVERLAP, AND SECURELY SEALED. 3. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6 FEET. 4. A TRENCH SHALL BE EXCAVATED 8 TO 12 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A HARE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO TREES. 6. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 32 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE 7. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE OTHER PROVISIONS OF ITEM NO. 6 APPLI%G. 8. THE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL. 9. SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. MAINTENANCE: 1. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC ON A SILT FENCE OF FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE—HALF THE HEIGHT OF THE BARRIER. 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. FILTER FABRIC MATERIAL (36" WIDE ROLLS) USE STAPLES OR WIRE RINGS TO ATTACH TO FABRIC WIRE. y 1 �■UM■UUUn■U■U■U■UU ■ u �MUU■a■a■■uao■■■ u ■ ■ ■ ■ ■ v■o ■■ U ■M U ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ n ■■■.■■■■■■■■■.■■■■■■■■■M..M� .■MM■a■a■■a■■■■■■Oan MORON■, vouuUUU■uU■■■■nu •UUU■UuuuU■■■■■■■■►. �MUM■■■a■■uuuu■u■u11 .■■..::_-_.■URN■.:---: �iUu■Uo■a■N■■u �MuoU■Uu■auu■nuu■Gua v■ HHHHHHHUMM I•UMU■■■■■■■uuuoU� r••it t,- a• ERE FABRIC ' 0.5' FILTER FABRIC POST 1 = 2.0' BURY BOTTOM OF FABRIC IN 8"A2" TRENCH = NOTES: 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST. WITH A MINIMUM 6" OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2"x2- POSTS AND ATTACH AS SHOWN ON DETAIL 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6' APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24". 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6". ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION, SHALL BE BACKnLLED AND COMPACTED, ALONG THE ENTIRE DISTURBED AREA. 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURE: STITCHED LOOPS FOR 2':2• POST INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE UP HILL SIDE OF THE SLOPED AREA 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE YIEDIATELY. SEDIMENT CONTROL FENCE C304 SCALE: NONE YN 5.0' BIO—FILTER BAG OR STRAW BALE ( CATCH BASIN PROTECTION C304 SCALE: NONE BIO—FILTER BAGS/STRAWBALES—TEMPORARY CURB BRIDGE CURB =1 810—BAGS 3 CURB CATCH BASIN PROTECTION C304 SCALE: NONE ENZ SS voo EORjpepR Pcc� RADIUS=25' MIN CLEAN PIT RUN OR 2"-0" GRAVED 8" MIN SUBGRADE REINFORCEMENT DEPTH GEOTEXTILE, AS REQUIRED p4 \r10K PREP E�RE55 4 GRAVEL CONSTRUCTION ENTRANCE C304 SCALE: NONE 6'. H W Q K a F s LLJ in Ci W .t ys E a3 Qi u1 Z v� w Y Q m arai jackson ellison murakami i.w a"c,n_c.�Fel�n"n" "es,onlxre" BERGER/ABAA1 CrtY 0f Federal Way Federal Way Community Center 33190 9th Avenue South Drawn By: TM Checked By: SEE Date: 02/07/05 Revision / Date: Sheet Title: EROSION CONTROL DETAILS C304 STA 55+08.43 20' �6" CURB N 12267 2% MAX AMM E 1271107271073.5689 BEGIN RETAINING WALL #2 , N 114834.3273 / N 115085.1172 54+00 E 1271133.1295 U E 1271025.4432 55+00 5s+oo STA 50+00 TO STA 50+90.78 W $ 30 0 30 60 feet STA 52+83.55 c - % 3 FIRE LANE Y gig a scale END RETAINING WALL1 C401 SCALE: NTS z x A a ± z 20' W \\ N 114721,88 2% MAX RETAINING WALL Y m / E 1271084.67 N 115178.6871 N 114720.8525 E 1270901.0898 5 E 1271082.5106 7+50.31 STA 50+90.78 TO STA 52+83.55 arailacksweflMnmurakaari up N 1152os.857s STA 57+63.05 PT = END RETAINING WALL #2 = 57+52. 1 STA 55+08.43 TO STA 57+64.76 E�."xeluxeA" "Es��h�FAbAs E 1270878.8031 p 4 FIRE LANE STA 50+90.78 S R6 �Xg6 i B BEGIN RETAINING �p a C401 SCALE: NTS WALL '1 .�X h �� Q � 9.S79S rmarve wnr.aareiwo �,,,�. WA98101 WM£ ZLg GifQO N 115236.1177 A� oh 7�x� h� 20'' E 1270833.0748 � TA 58+05 2% MAX � 2y, MPX END FIRE LANE N 114719.4685 E 1271031.6409 //�/., ?� \, / i � /�/�i�/ �� .. MAX Gf1arQF:� Fede..ir ' C u STA 52+83.55 TO STA 55+08.43 Federal ° STA 57+64.76 TO STA 58+05 Way �oXoo sTA 50+00 BEGIN FIRE LANE 5 FIRE LANE Community N 115262.0513 / u C401 SCALE: NTS E 1270744.0709 °� _ u Center O u 9th Avenue South 1 FIRE LANE PLAN C401 SCALE: 410 405 400 395 390 385 380 375 370 50+00 50+50 51+00 1 FIRE LANE PROFILE C- SCALE: HIE H POINT E V = 40 HI POINT S = 66 PM STA 53+75 PM ELEV = 392.54 PMS A = 55+ .09 PM LE= K=E 976 A..=-81 61 VC = 6.10 LOW POIN ELEV = 380.39 00' VC OW POINT STA = 57 fO8.67 PN ST = 57+0 50 + N O O A.D 18.90 n ') to K = 10,05 i w o 1 .00' VC > > to M to M m m PROPOSED G All AT IENTERLINE �"^. w w N rn 0.68% -1.37% m �. o M M m aa ,> "Z EXISTI 4G GRADE i i i fall 410 405 395 h 9 3902's20 Z IXPIRES APW. 7, M 390 Drawn Br. TTN Checked W .. SEE Date: 02/07/05 RevWm / Date: 385 380 375 Sheet Title: FIRE LANE PLAN AND PROFILE 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 O C401, 1 30 0 30 60 5 0 5 10 ' Q t� ;' g k chr tecl �� er Rinker Sed'cat HORIZONTAL SCALE: VERTICAL SCALE: scale feet scale feet RETAINING WALL #1 - PLAN 20 0 20 40 C501 SCALE: scale feet Z / PT STA 56+13.43 TOW=385.20 -----\ 1 I 1 1 1 l h \ I I I I I I I I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ xQ 57+63.05 RETAINING WALL V=382.16 \ \ Q RETAINING WALL #2 - PLAN 20 0 20 40 C501 SCALE: scale feet H W Q v QLUp=. $ CC v tr w m 0 arai lacksen ellison murakami u.P ancn„_c.�5e1«nsnn oes�cnl�xreRiows BE FIt/ CITY OF Federal Way Federal Way Community Center 33190 9th Avenue South Drawn By: TTN Checked By. SEE Date: 02/07/05 Revision / Date: 'Sleet Ric RETAINING WALLS C501 NOTE: SEE SHEET S001 FOR STRUCTURAL NOTES. LOCATION OF EXPANSION ANCHOR SEE SHEET C501 FOR TOP OF WALL FOR FENCING ON TOP OF WALL ELEVATION AND WALL LOCATION SEE LANDSCAPE PLANS 3' CLR I #4 ® 12" 3/4" CLR GRANULAR BACKFILL 2" CLR 14 ® 12" 6" PERFORATED a PIP�IN GEOMAX 2:1 SLOPE a ROUGH JOINT 1 w 2' CLR POUR TOE AGAINST C' D' UNDISTURBED EARTH OR COMPACTED STRUCTURAL FILL '8, RETAINING WALL SCHEDULE A B C D E OI O O O 4'-0" 2'-6' 8' 8" 1'-0' #4 x ZD _ ®,2"o.c, i14 X.2 '-0' 14 ® 3-14 0[:'9 ® 36o.c. 12'o.c. CON'T. 6'-0" 3'-0" 8' 8" 1'-0' #4 x j - ® 12"o.c. #4 X 2'-6" #4 ® 3-#4 0-9 ® 36'o.c. 12'o.c. CON'T. 8'-0" 4'-6" 8' 9" 1'-O" #5 x ® 12'o.c. #5 X 4'-0' #4 ® 4-#4 0-10 018'o.c. 12"o.c. CON'T. 10'-0" 5'-4' 12' 1'-4' 1'-O" #5 x _ ® 10"0.c. #5X 4'-10' #5 ® 5-#4 1rr-6 ® 12'o c 12"o.c. CON'T. 12'-0" 6'-3" 12' 2'-0' 1'-O" J6 x �L ® 10"o.c. 15 X 5-9' #5 ® 6-#4 2-5 ® 10'0.c. 12"ox. CON'T. I NOTES: 1. GRANULAR BACKFILL, SEE STRUCTURAL NOTES. 2. CONTROL JOINTS ® 15'-0" OC (DISCONTINUE 507 OF HOROZONTAL REINFORCING AT JOINTS). 3. CONSTRUCTION JOINTS ® 50'-0" OC MAX. 4. SEE ARCHITECTURAL FOR FINISHES. RETAINING WALL SECTION C502 SCALE: NONE FIRST POUR SECOND POUR SEE SPECS FOR PREPARATION OF JT WPJ, SEE PLAN OR EL FOR LOCATION (20'-0" EXPOSED FACE OR MAX U.N.O.) OF WALL EXTERIOR CONSULT ARCH FOR FORMING METHOD & JOINT TREATMENT II SEE NOTE 2 z 0 w II SPLICE LENGTH = 50 x BAR DIAMETER FORM FIRST POUR W/2x2 BLOCKOUT FORM. FOR SECOND POUR, CLEAN JOINT AND EXPOSE SURFACES CUT ALT BARS ® WPJ a SEAL FORM WORK WATERTIGHT AT PLAN — SECTION SECOND POUR WITH 1/8" THICK PRESSURE SENSTIVE FOAM NOTES: RUBBER TAPE 1. WHERE TOP OF WALL IS EXPOSED TO VIEW, RUN 1 1/2" GROOVE JT ACROSS TOP. 2. LOCATE WALL CONSTR JT ® A WPJ. KEY PLAN — SECTION OR ELEVATION POURS WITH 3/4"x3 1/2"xO'-6" KEYS ® 12" OC VERTICALLY. NOTE: IN WALLS HAVING WPJ, COORDINATE CJ WITH WPJ DETAIL 3. CAST WALLS IN MAX LENGTH OF 60'. ALT POURS TO ALLOW FREE SHRINKAGE. DELAY CLOSING POURS 3 DAYS MIN. WEAKENED PLANE JOINT t)kPJ) CONSTRUCTION JOINT (CJ) S ALEI CAL WALL JOINT DETAILS G502 NONE � RETAINING WALL SCHEDULE C502 SCALE. NONE TABLE H (ft) K (ft) B (ft) C (ft) 11 10 7.5 6 8 7 6 5 5 4 4 3 3 2 2 11/2 • ALL DIMENSIONS MINIMUM C I, T/2 24 BAR 3'-8" , DIA I I UNDISTURBED EARTH OR i COMPACTED STRUCTURAL FILL REINF TO MATCH REINF (TYP) CONTR OPTION � T T=FOOTING THICKNESS TYPICAL STEPPED WALL FOOTING DETAIL C5� SCALE: NONE TW ELEVATION I I PER PLAN APPROX BATLER 2' TOPSOIL = 1Ft6V K p CN BOTTOM OF WALL CLEAN PIT RUN BACKFILL SHOWN ON PLANS----_p C 3/4'-0' LEVELING PAD /\/�/�/ / /' p 4" PERFORATED PIPE WRAPPED NOY THK]OIESS=6"��' ` WITH FILTER FABRIC. CONNECT 97% COMPACTION �i� / TO NEAREST DRAINAGE OF MAAMUM DENSITY p SLOPE AT 1% MIN OR GRADE TO DAYLIGHT. COMPACTED NATIVE MATERIAL 6„ 1. ALL ROCK SHALL BE ANGULAR QUARRY ROCK WITH MINIMUM 150 pcf DENSITY. ROCK SHALL BE SOLID WITHOUT INTERNAL FRACTURES. 2. ALL ROCK SHALL BE TIGHTLY NESTED WITH FLAT SIDE DOWN. LARGER ROCKS TO BE PLACED AT BOTTOM OF WALL. ROCKS TO RANGE FROM 100 LOS TO 5,0D0 LBS. 3. FILL BEHIND WALL TO BE COMPACTED TO 90% DENSITY MAX. DENSITY (T99). 4. WALL CONSTRUCTION IS TO BE CERTKIED BY ENGINEER. 5. ALL CONSTRUCTION SHALL CONFORM WITH ALERICAN ROCKERY ASSOCIATION GUIDELINES FOR CONSTRUCTION OF ALL ROCKERY WALLS. 6. WEN THE SUBDRAIN IS INSTALLED TO A RAIN DRAIN OR STORM DRAIN IT SHALL HAVE AN ACCESSIBLE BACKWATER VALVE PER 1406(B) PSC. 5 ROCKERY WALL TYPICAL SECTION C502 SCALE: NONE Q LLJ Ui 2 E W 8 W ~ o x -iR V LLUvS Z a gM w Y Q M arai Jackson ellMon murakami L P a�crx/asrin� CITY OF A, Federal Way Federal Way Community Center 33190 9th Avenue South 1 J. C x4'7 2 0 EMPIRES APRI 7, 2aD6 Drawn By: TTN Checked By SEE Date: 02/07/05 Revision / Date ;Sheet Tale: RETAINING WALLS Mpg, 0 9 25'u"5' ��.. t (�00`��arker Rinker Seoco %hi 1re i 10+85.54, 18' LT'` ' 30' E COMMCIAL DRIVEWAY AS FULL BWERED SIDEWALK - INSTALL INSTALL NE PHALT SURFACE --,I TO ROW MATCH] XISTING GRADE AT ROW EDGE 40( 39: 39( 38: 8 38( 375 \ \ \0`Y X�h V `. `\ 70' ROW z *41 —STA 10+57.06, 18' RT 30' WIDE COMMERCIAL DRIVEWAY 20 0 20 40 y scale feet 8' SIDEWALK (TYP) 6' PLANTER STRIP (TYP) / O9 F \ �1�{0� ROW CENTERLINE C /y PER COFW STD DWG 3-6 6SIDEWALK ( ) INSTALL NEW ASPHALT SURFACE TO ROW \ -- — j' / MATCHING EXISTING GRADE AT ROW EDGE ``\ i $ 333RD ST Ctt - NOTE: STA 10+00 BEGIN PUBLIC STREET IMPROVEMENTS SEE SHEET C606 FOR / MATCH EXISTING STREET AND SIDEWALK GRADES CURVE DATA AND TYPICAL STREET SECTIONS `.\ STA 15+34.08, 18' RT / \ I WIDECOMMERCIAL SED61VEWAY PERTTDDWG 3-6 j 333rd ST PLAN C601 SCALE: HIGH POINT E EV = 382.39 HIGH POINT STA = 14+50 PVI STA 11+50 PVI ELEV = 382.52 PVI ELEV = 381.02 A.D. = -1.00 A.D. _ -2.12 K = 00.00 K 47.17 100.CY VC 100.0 VC o� + p N p N �0 �00 tri 1:i M M +� MM __—__ — 0.17 O c0 n p NtT ) o Mp O .M 0MD'0 OM O 900Dpp W tp O0 C, 4 n WM , -: j pp 6 D i rP C co OM nto M MM M rn M MM MM M MM MM M MMrn M Mif MM 370 O n 10+00 10+50 11+00 %s1 333rd ST PROFILE 206 HORIZONTAL SCALE: C601 SCALE: scale 11+50 0 20 12+00 12+50 40 4 0 4 8 iii! VERTICAL SCALE: feet scale feet am Q f. LLI G m��i! E LLI Y = o o w Y m arai Jackson ellison murakami LLP .a��m_�n�Ix oE��i�k,Ewaas MWT ,sue „W ,S CITY � Federal Way Federal Way Community Center 33190 9th Avenue South of Y N O y to U 2'7120� 7 W W 2/ IQNAL = EXPIRES AM 7, 2006 (N Dram W .. TN W N Checked W .. SEE Date: 02/07/05 W Z Revision /Dote: J S U Q g Sheet Title: PUBLIC ST IMPROVEMENT 333RD STREET 13+00 13+50 14+00 14+50 15+0 15+50 l.]y of ©2004 t3or Rinker S—cat f Ar h to u e;i '& �Js 31 II 30' COMMERICIAL DRIVEWAY WITH CURB RETURNS AS DEFINED V n ti 16+00 4, ~ v C 333RD ST PLAN C602 SCALE: co U La w w w w cn w Z U f— Q G G G ... G G RECONSTRUCT ASPHALT WALK STA 20+69.5, 41.6' LT END NEW CONCRETE 6' PLANTER STRIP (TYP) PER COFW STD DWG 3-6 SIDEWALK CONSTRUCTION — 8' SIDEWALK (TYP) --------------- ROW - STA 20+27.89, 18' LT 15' COMMERCIAL DRIVEWAY --- ------ - -- ------ :! - --- -- — — - - ------- %h S 333RD ST C8 STA 20+98.62, X' LT C14 C13 17+ C15 ROW CENTERLINE 18+00 19+00 20+00 END NEW CURB ' CONSTRUCTION AT EXISTING 2 .47 _ S 88'43'50" E _ _ _ _ _ i MATCH EXISTING GRADE C12 CI6 70' ROW CONSTRUCT NEW CURB AND GUTTER FOR 9TH AVE iTHROUGH THE INTERSECTION Ni ---------------- -------------- - — ROW - — - — - — - — - — - — - — - — - — - — - R11.50 6' SIDEWALK ' 4, NOTE: Q STA 20+82.74, 60.39' RT SEE SHEET C606 FOR'' �'- ; BEGIN NEW CURB CURVE DATA AND TYPICAL STREET SECTIONS rn CONSTRUCTION AT EXISTING MATCH EXISTING GRADE 20 0 20 40 scale feet JUU N PVI SlA = 17+54 + PVI E V = 381.00 A.D. _ -9.50 385 1 .00' VC M - 380 � � W 375 370 \ PVI STA 20+24 PVI ELEV 353.99 A.D. = 9.26 \ K 5.40 �� 50.0 VC -'-- -------- --- 365 off. 36C m \ N 355 7�- � 35 O� N^ �fJ� N M N rn W C, NO c0 O M �, (D� W M sY M MM N OM N W O O ^ W ^ t!) O OJ W 00 M M M N W W M M M of M F N a W M M N W M .-= O W W M M O O co M M O r` co n M pp n n tp M r� c0 N N tp (p tD c0 16+00 16+50 17+00 17+50 18+00 18+50 ST PROFILE PROFILE HORIZONTAL SCALE: 20 0 20 40 VERTICAL SCALE: 4 0 4 8 �333rd C601 SCALE: scale feet scale feet r. e-p I 0 c 19+00 19+50 20+00 20+50 lot er± t- Q W a Q LU 0 W " H LU = Z w Y m 0 anti jee m elliscn murakami uP .,�cw xEf�•n�.x oEs�anl "reR.oAs C""o 4A Federal Way Federal Way Community Center 33190 9th Avenue South Drawn By. TTN Checked Br. SEE Date: 02/07/05 Revision / Date: Sheet Title: LIC ST IMPROVEMENTS 333RD STREET C602 - '©2609 Barker R�l�er. Se_acat Architecture F C 20 0 20 40 scale feet 4U0 400 395 390 385 380 < 375 0 370 S. 333RD ST. I , , � I , CP #8 iG C , o ROUNDABOUT PLAN C603 SCALE: PVI STA = 31+80.86 PM ELEV = 384.10 A.D. = 1.38 K = 18.11 25.00' VC f 30+00 30+50 31+00 31+50 0 ROUNDABOUT 3 2 PROFILE WEST -EAST HORIZONTAL SCALE: 20 0 20 40 C603 SCALE: scale feet $ 10 0 10 20 VERTICAL SCALE: scale feet 405 400 395 390 385 380 375 370 365 32+00 32+50 405 400' 395 390 385 380 375 370 365 LOW POINT ELEV = 381.17 LOW POINT STA = 40+74.90 PVI STA = 40+78 PVI ELEV = 381.15 A.D. = 2.63 K = 3.81 PA STA = 42+01.86 PVI ELEV = 383.78 A.D. = 5.88 K = 3.40 20.00' VC , ail 27 20 I-- W Q 0 ~ LU v _z� (Y LLJ i Q m arai jackson ellison murakwi uP �cxirecrose l unenx oEsio� j �� A.or+s �g J>ER/ABi1M Aim Carr e Federal Way Federal Way Community Center 33190 9th Avenue South ■■■■■■■MINIM■■I■■ MEN ■■■I adi ■E®MI�■■111=_!®■■■■■■��M r r ww- r e w-mamm_ =0®A_ ■■, r ■■■■■■■■■lm ENE ONEMEMO ME EMMM ■■■M■■■■■ MEN ■■■■■■■■ ME" ■ 405 400 �� '�/ IXPIRE$ APRs. 7, ZD06 395 Drown By TfN checked By. SEE 390 Date: 02/07/05 Revision / Date: 385 380 375 370 365 Sheet rde 40+00 40+50 41+00 41+50 42+00 PUBLIC ST IMPROVEMENTS ROUNDABOUT ROUNDABOUT 3 PROFILE SOUTH -NORTH HORIZONTAL SCALE: 20a1e 0 20 fe t0� ME C603 SCALE: SUbUl 10 0 0 '� 6rQ3 VERTICAL SCALE: scale fee a a 2t Barker Rjnkei^ Seocot i :Archit cture ��$$ 30"x30" STOP W11a-2 EDX R1-2 YIELD 30"x3O" 36"x36"x36 STOP SIGN PEDESTRIAN SIGN YIELD SIGN 36 12" WAY 12" W16-7P AR 24"x12" R6-13 ONEW 36"x12" ARROW SIGN ONE WAY SIGN GENERAL NOTES: 1. TRAFFIC SIGNS NOTED SHALL BE INSTALLED ON 44' WOOD POSTS PER COFW DRAMANG 3-51. INSTALL SIGN POSTS PER COFW DRAWING 3-52 AND 3-53. 2. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS AND STRIPING PER COFW STANDARDS, 3. ALL WORKS SHALL BE DONE IN ACCORDANCE MATH THESE PLANS, COFW STANDARDS, SPECIFICATIONS, AND WSDOT STANDARD PLANS 4. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 5. ALL PAVEMENT STRIPING AND MARKINGS SHALL BE LAIDS OUT MATH SPRAY PAINT AND APPROVED BY THE TRAFFIC ENGINEER BEFORE INSTALLATION. APPROVAL BY THE TRAFFIC ENGINEER REQUIRES A MINIMUM NOTICE OF 3 WORKING DAYS. NOTES: O1 INSTALL WHITE 12—INCH BY 18—INCH TRIANGULAR PAVEMENT MARKINGS PER MUTCD FIGURE 313-14. O2 INSTALL 8—INCH BY 10—FOOT WHITE BLOCK TYPE CROSSWALK PER COFW DRAWNG 3-20. 33 INSTALL LANE LINE O4 INSTALL WHITE DOTTED EXTENSION LINE. INSTALL YELLOW EDGE LINE. © INSTALL WHITE EDGE LINE. O INSTALL 18' STOP LINE PER COFW DRAWING 3-26. X i C INSTALL MARKING C � MATCHLINE — SEE SHEET C605 9'x18' MIN (TYP) L INSTALL HANDICAP STALL SYMBOL N Q� r Lu (n Y yWj S R $ � r LL� Uj Z n LL 04, W 20 0 20 40 m scale feet arai jackses ellkoa murakami uP nxcxrtE RE1uxe4x DEsi¢x�ixiEnions BED ER/ABAM / / d" 60 Federal Way Federal Way Community Center 33190 9th Avenue South y Z Z7120 Z/o 7 DwiRES Arta 7. 2006 Drawn W. TTN Checked Or. SEE Dote: 02/07/05 Revision / Date: / Sheet Tdk: PUBLIC ST IMPROVEMENTS SIGNING AND STRIPING PLAN C6,Q4 02004 Barker Rinker Seacat Architecture a F-. MATCHLINE — SEE SHEET C604 a arai jaeksen ellisoa =rakami ur ."�"��_c.oesluns.n oEs�o"I�"refi�a� /A8i1M CITY CSF Federal Way Federal Way PER COFW DRAWING 3-51. INSTALL SIGN POSTS PER COFW o 36' Community DRAWING 3-52 AND 3-53. Center 2. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS AND , D _� YtELD 24' !� STRIPING PER COFW STANDARDS. 33190 3. ALL WORKS SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 12" 12" 9th Avenue South COFW STANDARDS, SPECIFICATIONS, AND WSDOT STANDARD PLANS 4. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL 30'x30' STOP W11*-2 EDX R1-2 YIELD 0175-7? ® R6-13 ONE BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 30"x30'-Wx3Cx36 24x'2" 36'x12' 5. ALL PAVEMENT STRIPING AND MARKINGS SHALL BE LAIDS OUT STOP SIGN PEDESTRIAN SIGN YIELD SIGN ARROW SIGN ONE WAY SIGN WITH SPRAY PAINT AND APPROVED BY THE TRAFFIC ENGINEER BEFORE INSTALLATION. APPROVAL BY THE TRAFFIC ENGINEER REQUIRES A MINIMUM NOTICE OF 3 WORKING DAYS. NOTES: ITINSTALL WHITE 12-INCH BY 18-INCH TRIANGULAR 20 0 20 iii 40 PAVEMENT MARKINGS PER MUTCD FIGURE 38-14. scale feet O INSTALL 8-INCH BY 10-FOOT WHITE BLOCK TYPE CROSSWALK PER COFW DRAWING 3-20. O INSTALL LANE LINE O4 INSTALL WHITE DOTTED EXTENSION LINE. O5 INSTALL YELLOW EDGE LINE. O6 INSTALL WHITE EDGE LINE. Drawn By: TTNChecked By: SEE 7 INSTALL 18" STOP LINE PER COFW DRAWING 3-20, Date: 02/07/05Revision / Date: Sheet Me: PUBLIC ST IMPROVEMENTS r SIGNING AND STRIPING PLAN 55 233 F w C 6 0 5 6 fi, V.`' ©90 04 E3arker Rinker Seocai ,ate Architecture C1 CURB RETURN DATA CURVE INFORMATION STATION OFFSET TC EL C1 PC STA 30+02.51 18 LT 379.06 L=117.81 1/4 380.41 R=75.00 1/2 381.75 0=90'00'00" 3/4 382.73 T=75.00 PT STA 30+77.51 93 LT 383.71 C2 CURB RETURN DATA CURVE INFORMATION STATION OFFSET TC EL C2 PC STA 31+13.51 93 LT 383.71 L=111.75 1/4 381.58 R=75.00 1/2 382.00 A=85'22'28" 3/4 382.92 T=69.18 PT STA 31+82.46 18.24 LT 383.83 9 CURB RETURN DATA CURVE INFORMATION STATION OFFSET TC EL C3 PC STA 30+00.00 18 RT 379.06 L=117.81 1/4 379.57 R=75.00 1/2 380.08 A=90'00'00" 3/4 380.58 T=75.00 PT STA 40+00.00 18 RT 381.09 C4 CURB RETURN DATA CURVE INFORMATION STATION OFFSET TC EL C4 PC STA 31+13.51 93 RT 381.09 L=117.81 1/4 381.30 R=75.00 1/2 387-22 0=90'00'00" 3/4 383.13 T=75.00 PT STA 31+88.51 18 RT 384.05 C5 CURB RETURN DATA CURVE INFORMATION STATION OFFSET TC EL C5 PC STA 16+72.75 18 LT 381.05 L=22.53 1/4 381.26 R=15.00 112 381.47 A=86'02'44" 3/4 381.67 T=14.00 PT STA 16+87.75 33 LT 381.88 C6 CURB RETURN DATA CURVE INFORMATION STATION OFFSET TC EL C6 PC STA 17+17.75 33 LT 381.88 L=23.78 1/4 381.50 R=15.00 1/2 381.12 0=90'49'54" 3/4 380.73 T=15.22 PT STA 17+32.75 18 LT 380.35 C7 CURB RETURN DATA CURVE INFORMATION STATION OFFSET TC EL C7 PC STA 20+23.66 18 RT 354.23 L=43.68 1/4 354.05 R=25.00 1/2 353.87 L=100'07'03" 3/4 353.68 T=29.86 PT STA 20+48.27 47.39 RT 353.50 C8 CURB RETURN DATA CURVE INFORMATION STATION OFFSET TC EL C8 PC STA 20+53.25 18 LT 353.41 L=27.06 1/4 353.36 R=25.00 1/2 353.52 A=62'00'48" 3/4 353.68 T=15.03 PT STA 20+75.33 31.27 LT 353.84 C9 8 C71 8 CURB DATA CL CURVE DATA CURB DATA MEDIAN CURB DATA CURVE CURVE CURVE CURVE INFORMATION INFORMATION INFORMATION INFORMATION C9 CIO C11 C12 L=253.92 L=282.13 L=310.34 L=1.54 R=162.00 R=180.00 R=198.00 R=0.50 A=228.71 A=254.13 0=279.54 A=1.00 T=89'48'19" T=89'48'19" T=89'48'19" T=176'31'19" E3 8 8 Ct6 MEDIAN CURB DATA MEDIAN CURB DATA MEDIAN CURB DATA MEDIAN CURB DATA CURVE CURVE CURVE CURVE INFORMATION INFORMATION INFORMATION INFORMATION C13 C14 C15 C16 L=17.11 L=1.46 L=17.11 L=1.54 R=25.50 R=1.00 R=25.50 R=0.50 A -16.79 A =1.34 A =16.79 A =1.00 T=38'27'12' T=83'51'47" T=38'27'12" T=176'31'19" 60'-0" RIGHT-OF-WAY 36'-0" PAVEMENT WIDTH 6'-0' 6'-0' 6'-0" SIDEWALK 18'-0" Q 18'-0" SIDEWALK 6'-0" 2% 2% 2% W Ty CURB AND GUTTER 1 TYPICAL SECTION - EXISTING 333RD STREET C606 SCALE: 3/16"=1'-0" 70'-0" RIGHT-OF-WAY 36'-0" PAVEMENT WIDTH 8'-0" 6'-0' 6'-0" 8'-0" SIDEWALK PLANTER 18'-0" CL 18'-0" PLANTER SIDEWALK 2% 2% 2% 2% 2% CURB AND GUTTER COMPACTED BACKFILL ATYPICAL SECTION NEW 333RD STREET C606 SCALE: 3/16"=1'-D" ILuF-Nam W LU s� a z 0 ¢ U w Y a m arai Jackson elBson murakami uP A"c"R_mu"efona.x oes""b"re"�o"s BEI G91/ABAM CITY of Federal Way Federal Way Community Center 33190 9th Avenue South Drawn By: TTN Checked By. SEE Date: 02/07/05 Revision / Date: Sheet Title: PUBLIC ST IMPROVEMENTS CURVE. DATA TABLES V 0-,6,: !✓ � P RI ker Rinker Seacot 4" CLASS B ASPHALT CONCRETE 2" CRUSHED SURFACING TOP COURSE 4" CRUSHED SURFACING BASE COURSE COMPACTED SUBGRADE PAVEMENT SECTION — HEAVY DUTY C607 SCALE: 1"=1'-O" 3" CLASS B ASPHALT CONCRETE 2" CRUSHED SURFACING TOP COURSE 2" CRUSHED SURFACING BASE COURSE COMPACTED SUBGRADE 2 PAVEMENT SECTION — LIGHT DUTY C607 SCALE: 1"=1'-O" 6" CLASS B ASPHALT CONCRETE 2CRUSHED SURFACING TOP COURSE 6" CRUSHED SURFACING BASE COURSE T�i//\��i COMPACTED SUBGRADE /31 PAVEMENT SECTION — PUBLIC STREET IMPROVEMENTS C607 SCALE: 1"=1'-O" 8'-44" �1 6" 9/ 6" 1•-0" M R•I� a 8" CONCRETE CURB g^ CONCRETE TRUCK APRON C5 _ ASPHALT PAVEMENT CONCRETE CURB AND GUTTER 4 ROUNDABOUT TRUCK APRON C607 SCALE: 1 "=1'-0" r G r ISLAND CONTROL POINTS CP #3 CP #4 CP #5 CP #6 CP #7 CP #8 STA 31+53.90 STA 31+75.49 STA 41+69.77 STA 41+91.36 STA 40+53.00 STA 40+31.41 N 115011.4009 N 115010.9959 N 115070.8758 N 115092.4627 N 114954.1201 N 114932.5334 E 1270696.3187 E 1270717.9049 E 1270638.8548 E 1270639.2338 E 1270636.8052 E 1270636.4263 R1.00 20.64 1_4.4_3' R1.00 CP 1-263 CENERUNE --- ' —'--� 5.82 3.96 --- CID 1� R00 .R14.43' R3.00— 10' r5 '� SPLITTER ISLAND — TYPICAL 5 C607 SCALE: 6 scale ISLAND CONTROL POINTS CP #1 STA 30+37.12 N 115013.5911 E 127057f CP #2 STA 30+2 N 115013.1 E 127056, 0 5 10 feet 2.42 1.O0 ... ..� oz nn �SPLITTER ISLAND 5 0 5 10 C�607J SCALE: scale feet a �pvr j MAR, �U H W Q s S W ~ o3to C1 E �- �S e W = ova �-' Q Nogit W Y m anal Jackson eBisen marakami LLP " U— DES-1--.. CITY OF Federal Way Federal Way Community Center 33190 9th Avenue South Drawn t TM Checked By: SEE Date: 02/07/05 Revision / Date: Sheet Title: —PUBLIC ST IMPROVEMENTS DETAILS C60 7 b 2004, Borker Rinker Seocat �rn}tecture A Q 0 d MATCHLINE — SEE SHEET C702 i \ N 20 0 20 40 \ scale feet \ \ \ LAKEHAVEN UTILITY DISTRICT \\ STANDARD NOTE FOR WATER CONSTRUCTION \ \ THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH LAKEHAVEN UTILITY DISTRICT \ 'WATER SYSTEM AND SEWER SYSTEM STANDARDS' APPROVED BY THE WASHINGTON STATE \ DEPARTMENT OF HEALTH ON JUNE 8, 1994 AND ANY ADDENDA THERETO. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ f 1 STA 67+18.2, 390.4 LT FIRE HYDRANT ASSEMBLY 1 8x6 REDUCER 1 ff I PER LAKEHAVEN I 1 i STD PLAN B-19A—R f 1 1 f fl I fl 1 I f 1 I 1 118 LF 8" DIP 1 1 f 1 I 1 � I 1 1 1 I 1 1 I T ; I (— W Q 0 Q o gismo w :n W $ 4 Lu z 0 a 2gA w Ze Q m 0 ara rtjackson e111son murakami LLP .acs a *uaeloneut oeswsl,eRE«.oas rBEITl:EIP/ABAM rm ouve w�v. s,mettro sEnm�wneetot CITY OF Federal Way Federal Way Community Center 33190 9th Avenue South y J. Cg pp4 ov x� �2f 12� zlo •�E, �� EXPIRES APRL 7, 2006 Drawn By: TM Checked By. SEE Date: 02/07/05 Revision / Date Sheet Title: UTILITY PLAN WATER C701 ©2604� Barker Rinker Seacat Architecture L-' MATCHUNE — SEE SHEET C701 8" GV — 83 LF 8" DIP STA 64+69.1, 167.2' LT F- W 8' 22-1/2' BEND < 0 0 < -29.3 LF 8" DIP UJ 0 LU STA 64+91.5, 146.4' LT LL, 8" 45' BEND LLJ 20 0 20 40 Cr < scale feet arai jackson elfim murakmnll LLP *.Ole V DIP .47 STA 68+73.1 CONNECT TO EXISTING 12" DIP 12x8 TAPPING SLEEVE & 8" GV myor Federal Way Federal Way Community Center 33190 9th Avenue South Drawn BY: TrN Checked By: SEE Date: 02/07/05 Revisim / Dote: Sheet Title: UTILITY PLAN WATER _3 :... _. e , , C702 U -@2044Barker Rinker — S..t- 0 i LAKEHAV€N UTILITY DISTRICT STANDARD NOTES FOR SEWER CONSTRUCTION 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION/WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION (WSDOT/APWA) "STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION," NOVEMBER 1996 EDITION, AND TO THE STANDARDS OF LAKEHAVEN UTILITY DISTRICT. 2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES THAT MAY BE AFFECTED BY THIS WORK 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 FACIUTIES SHALL BE TEMPORARILY SEALED OFF UNTIL AFTER UPSTREAM CONSTRUCTION IS TESTED, CLEANED AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL, WITHOUT FLUSHING THE DEBRIS DOWNSTREAM. 4. GRAVITY SEWER PIPE MATERIAL SHALL BE AS SHOWN ON THE PLANS, WHICH HALL BE ONE OF THE FOLLOWING AND NOT NECESSARILY INTERCHANGEABLE: • POLYVINYL CHLORIDE (PVC) ASTM D-3034, SDR 35 (4" THROUGH 15") OR ASTM F-679, SDR 35 (18" OR LARGER) • DUCTILE IRON ANSI A21.51/AWWA C-151, MINIMUM CLASS 52, EPDXY -LINED WITH PROTECTO 401 CERAMIC EPDXY • POLYVINYL CHLORIDE (PVC) AWWA C-900, DR-25 (47 THROUGH 12") M AWWA C-905, DR-25 (14" THROUGH 36") • HIGH DENSITY POLYETHYLENE (HDPE) ASTM F-894, WITH GASKETED JOINTS 5. CRUSHED SURFACING TOP COURSE (AKA 5/8" CRUSHED ROCK) SHALL BE USED FOR PIPE BEDDING FOR RIGID AND FLEXIBLY GRAVITY 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 SPRINGLMIE OF RIGID PIPE. TO ASSURE UNIFORM SUPPORT, THE MATERIAL SHALL BE CAREFULLY WORKED UNDER THE PIPE HAUNCHES WITH A TOOL CAPABLE OF PREVENTING THE FORMATION OF VOID SPACES AROUND THE PIPE. 6. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95% OF RELATIVE DENSITY, OR GREATER IF SO SHOWN ON THE PLANS OR OTHERWISE REQUIRED BY THE ROAD AGENCY HAVING JURISDICTION, FROM THE BOTTOM OF THE EXCAVATION, TO THE SURFACE. DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED FOR COMPACTION TESTING. 7. TRENCH BACKFILL SHALL BE COMPACTED PRIOR TO TESTING SEWER MAIN PIPE, AND SIDE SEWER STUB(S) SHALL BE AIR 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 STEPS OR POLYPROPYLENE SAFETY STEPS (LANE INTERNATIONAL CORP. PART NO. P-14938) AND AT LEAST ONE (1), AND NO MORE THAN FIVE (5), FOUR INCH (4") HIGH ADJUSTMENT RINGS BELOW THE FRAME AND COVER. ALL MANHOLE EXTERIOR SURFACES SHALL RECEIVE A PROTECTIVE COATING OF BITUMINOUS COAL TAR TO A MINIMUM THICKNESS OF 50 MILS, APPLIED AT THE FACTORY. WHERE NOTED ON THE PLANS, MANHOLE INTERIOR SURFACES SHALL RECEIVE A CORROSION PROTECTIVE EPDXY COATING OF POLYPRIME-100 (BY SPECIALTY PRODUCTS, INC. OF TACOMA; 50 MILS MINIMUM THICKNESS) OR RAVIN 405 (BY RAVIN LINING SYSTEMS OF TULSA', 100 MILS MINIMUM THICKNESS). ALL COATINGS SHALL BE APPLIED IN ACCORDANCE 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 LIFT HOLE FITTED WITH ONE 3/4"x3" GALVANIZED CARRIAGE 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 WARE 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 ASSOCIATED PIPE DIAMETER, AND TO A WIDTH NO LESS THAN THE OUTSIDE DIAMETER CF THE ASSOCIATED PIPE AND NO MORE THAN 1/2" INCH IN EXCESS OF THE OUTSIDE DIAMETER OF THE ASSOCIATED PIPE- MANHOLE CHANNELS SHALL HAVE A SMOOTH FINISH. TO MINIMIZE TURBULENCE, SIDE CHANNELS FROM INLET PIPELINES SHALL BE CURVED TOWARD THE OUTLET PIPELINE TO PROVIDE A SMOOTH LAMINAR FLOW TRANSITION FROM ALL INLET PIPELINES TO THE OUTLET PIPELRIE. CHANNEL MATERIAL SHALL BE A SHRINK -RESISTANT GROUT MIX, USING 6 SACKS PER CUBIC YARD PORTLAND CEMENT AND 7/8" GRADED AGGREGATE, FOR GRAVITY SEWER SYSTEMS 15" AND LARGER, GU MANHOLE LINER SYSTEMS BY GU MANHOLE LINER LTD., ALDERGROVE B.C, SHALL BE UTILIZED FOR CHANNELS, FLOORS AND PIPELINE CONNECTION SYSTEMS FOR MANHOLES. 12. MANHOLE SHELVES SHALL HAVE A BROOM FINISH, AND BE SLOPED 1/2-INCH TO 1-INCH PER FOOT TOWARDS THE CHANNEL 13 PIPE ENDS OF ALL INLET AND OUTLET PIPES 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 BE INSTALLED AT A GRADE OF AT LEAST 2Y, AND THEIR TERMINI SHALL BE AT A DEPTH ADEQUATE TO SERVE THE INTENDED PROPERTY, CAPPED AND MARKED BY A WHITE 2x4 POST LABELED "SANITARY SIDE SEWER." 'A Lb V1 I 0 9 2005 s g !!arai Jackson ellrson murakami LLP "iJa nwel�"max oEsl�"I�"re".o"s dz/nen� �tiF�gTI EAYIRBUIE 1W VOICE N0.95>bBDD iP%: 10&35)SM 4:wv OFA& Federal Way Federal Way Community Center 33190 9th Avenue South Drawn By: TFN Checked By. SEE Date: 02/07/05 Revision / Date: Sheet Tide: SANITARY UTILITY PLAN 7 0 3 02004 Barker Rinker Seocat_ MATCHLINE - SEE SHEET C801 ter' I I I I I I 37 I I CV O 00 U H W W 2 N w w V) 1 w Z v a H W Q 0' ¢ F .� LLi �± E W ego Y COw arai Jackson ellison murakami LLP AAcnrec]ueel�Aenx oesanl�h]Ea.oas BE1tGER/ABAA1 �SEATM1EAY%ASUIE � VdLE2Yd5]�Bpp AC RJ&95]SBDt Federal Way Federal Way Community Center 33190 9th Avenue South rI Drawn W. TM Checked W. SEE Date: 02/07/05 Revision / Date: Sheet Title: DRAINAGE PLAN C802 p n ©2u14 B-ker Rmker Seocci ,MUL1�4f` Architecture —/SR1B1` Ili #"* TYPE 1 i T OVSTORM ,'TG8 eo E:ffi NE - EXISTING EY 6 ---- — 362 145.7 LF r PVC S=6.04% AH J 5,0 1 -- 360 358 356 35- -- n._ REPLACE EXISTING 42" (N) WITH NEW ADJUST RIM TO NEW GRADE IE=343.1 42" (S) — EXISTING '1E=343.7 42" (E) — EXISTING IE=343.10 42" (N) — REPLACED JB N Q� o a� W 8 _�oLL€ LLI Z tti Y 20 0 20 40 *1 scale feet m arai jacksen eiisen murakami LLP SERGER/ABAM FT% �8.45I.b9p, F+ed eml Way Federal Way Community Center 33190 9th Avenue South Drawn By: nN- Cbm*ed W. SEE Date; 02/07/05 Revision / Date; Sheet Title: `_ DRAINAGE PLAN .y-V� •YyY�1"1^%''�1'YY1'YYYWY:��"\. C;80 3 ffi ©2004 Barker Rinker Seat ` A.cni'.eat— OUTFALL WITH \ \\ \\ QUARY SPALL 1 N ROCK PAD iIE-371.91 1 2 DETENTION D #1 �. �. • I \\ - - \\ - \\ \\ \\ \\ C805 ROW CONTROL ACIUTY I I I I DETENTION- POND I I I. . ' STORGE VOWME" j I I -SIDESLOPES POND BOTTOM=.S 9.50 12.OUTLE •IE=370 00 \ \ I ,... , , so t 76 -----___— SECONDARY OVERFLOW (2) DETENTION POND #1 to o 20 C804 SCALE: scale 'eet — — oa / / / // r / / / / r /• -may --------- � - �\ \\ U � S W Ism 8 W — 'E // // // // , r/ // // • / i/ 3i1 H:V . \� \\ it w / 11 ! I m . . . DETENTION- POND - - - - - - - . . arai-acksan ellissn murakami ur STORGE VOLUME . . . . . . . . . . . . . . . i i // // ,/ / rcE�r�FFi w�" oEs,mra ami 378.. 7 CF_ " . SECONDARY OVERFLOW . / / / / MMER/AB,AM / / i i / 12"•Ol'1T111'- WTFALL WTH QUARRY - SPA71'ROCK PAD ' i/. / . / / / t 1 IE=348.00 (BOTH) . / / r \\ rc d 'rat ' y° Federal Way r_�__�j-----------=-- r� 3 Community \ `-------------- ---- - Center \\ \ . . . . . . . . .----_ \ `-------------------- / — , TENTION POND #2 _ �° 33190 \ ------ \ — y \ ROW CONTROL FACILITY 2 RIM=377.00 9th Avenue South 01`� So So C 5 IE=372.7618"INLET IE=373.00 18" OUTLET -- ---- 6- - :ter �.-"b----- -- I - -- - I ( � MQ TNENT VAUft C806 1 I / I 1 0 1 - 1 1 II 2 DETENTION POND # 2 io 0 10 20 C804 SCALE: scale feet Drawn By. TTN Cheeked B)r SEE Date: 02/07/05 Revision / Date: Sleet Tdk: DRAINAGE ROW CONTROL DETAILS RESUBiVliTTfg804 02004 Borker Rinker Seacat Q20 Arch tecture Rr � s (2) 24" DIA CLEAR OPENING FRAME AND COVER ONE EACH END PER PLAN 10'-0" TOP SECTIONS TEN (10) TOTAL REQUIRED RISERS\j/\\j/\\ \%/\\//\\//\\//\\//\ j/\M AS REQUIRED. SUMP WITH GRATING GALVANIZED STEEL LADDER LOCATED AT EACH ACCESS 8'-0" 12" OUTLET PIPE IE=375.00 VAULT BOTTOM ELEV=374.40 3'-6' 6" OUTLET PIPE IE=372.40 4" SO .. 6'-2" END BASE 20'-0" 10' BASE BASE SECTION DENTENTION VAULT PER APPROVED UTILITY VAULT CO OR EQUAL PROVIDE TEN (10) 20'x10'x8' WA -Ai SECTIONS VOLUME=15,200 CF ® 7.6' WATER DEPTH NOTES: VAULT DETAILS REFLECT DESIGN INTENT ONLY. ACTUAL VAULT DIMENSIONS AND CONFIGURATION TO BE SHOWN ON MANUAFACTURER'S SHOP DRAWINGS. END SECTION DETENTION VAULT C805 SCALE: NTS 10" REMOVABLE, WATERTIGHT COUPLING OR FLANGE - 12" RISER ORIFICE #2 ELEV (SEE TABLE) - TABLE OF FLOW CONTROL FACILITIES FEATURES STRUCTURE FEATURE VAULT STRUCTURE UPPER POND LOWER POND RIM ELEV 386.50 380.00 354.00 INLET IE 372.80 6" 37.20 6" 369.37 346.43 OUTLET IE 374.40 370.00 346.50 OVERFLOW ELEV 382.00 376.00 352.30 ORIFICE #1 DIA 0.60" 0.87" 1.45" ORIFICE #2 DIA 0.51" 0.94" 1.39" ORIFICE #2 ELEV 379.00 374.60 350.70 \6 MAX \-RESTRICTOR PLATE WELDED TO ELBOW WITH ORIFICE #2 (SEE TABLE) ELBOW RESTRICTOR DETAIL NOTES: 1. USE A MINIMUM OF A 54" DIAMETER TYPE 2 CATCH BASIN. 2. METAL PARTS: CORROSION RESISTANT, NON -GALVANIZED. 3. FRAME & LADDER OFFSET SUCH THAT: A. CLEANOUT GATE IS VISIBLE FROM TOP B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 4. PROVIDE AT LEAST ONE 3"xO.090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL (MAXMUM 3' VERTICAL SPACING). 5. LOCATE ELBOW RESTRICTOR TO PROVIDE MINIMUM CLEARANCE AS SHOWN. SIX EVENLY SPACED HOLES ON 10-3/8" BOLD CIRCLE FOR BOLTING TO FLANGE CONNECT10NO __\ VERTICAL BAR GRATE FRAME, GRATE, & SOLID COVER FOR SECONDARY INLET MARKED "DRAIN" WITH LOCKING BOLTS ON POND STRUCTURES ONLY. SEE NOTE 2 AND KCRS DRAWINGS 2-022, 2-2023 SET GRATE BOTTOM AT OVERFLOW ELEVATION TYPE 2 CB LADDER, SEE NOTE 3 OVERFLOW EL SEE TABLE AND KCRS DRAWING 2-006 12" RISER PIPE SUPPORTS SEE NOTE 4 SHEAR GATE WITH CONTROL ROD, SEE DETAIL THIS SHEET ELBOW RESTRICTOR, SEE DETAIL 18" MIN. INLET PIPE [V - OUTLET PIPE OUTLET IE (SEE TABLE) 6" INLET FOR VAULT CV SECTION OF PIPE SIZED PER OUTLET PIPE STRUCTURE IS NOT SHOWN `: ATTACHED BY GASKETED BAND N RESTRICTOR PLATE WITH ORIFICE #1 (SEE TABLE) FLOW CONTROL FACILITY C805 SCALE; NTS MAXIMUM OPENING OF GATE F W Q WU V yy h s o E W Sm8 A Uj s a MA w Y m 0 araijacksonellisoninwakanni LLP BE"IABAM CITY4F Federal Way Federal Way Community Center 33190 9th Avenue South NOTES: y J• C 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM S, aF wes HANDLE WITH B-26-ZG-32a OR CAST IRON ASTM A48 CLASSS 30B LOCK PIN REQUIRED. 2. GATE SHALL BE 8" DIA UNLESS OTHERWISE SPECIFIED. 271200 0 HOOK �WES 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING 1" ROD OR TUBING, (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 1EXPIRES AM z 20a6 VARIABLE LENGTH 4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING Drawn ey: TfN TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK Checked ST SEE I LIFT HANDLE LOCK FASTENED TO FRAME OR UPPER HANDHOLD. Date: 02/07/05 Revision /Date: i 5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY BY LIMITED HINGE MOVEMENT, STOP TAB, OR SOME OTHER �\ DEVICE. 6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. LIFT HANDLE ATTACHMENT 7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR ATTACHED PER MANUFACTURUE'S PROPER FIT. RECOMMENDATIONS 8. FLANGE MOUNTING BOLTS SHALL BE 3/8" DIA STAINLESS Sheet Title: STEEL. DRAINAGE 9. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN FLOW CONTROL DETAILS SHOWN ARE ACCEPTABLE PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE,AND HAVE A SIX BOLT, ..._. C C�2 SHEAR GATE DETAIL 10 3/8" BOLT CIRCLE FOR BOLTING TO 'ME FLANGE u SCALE: NTS CONNECTION. ✓✓✓ ©2004 Barker Rinker NSeacat Architecture s «,a 8' X 16' PRECAST STORMFILTER DATA DESIGN WATER QUALITY FLOW RATE cfs 0.30 CFS PEAK FLOW RATE cfs 3.6 CFS RETURN PERIOD OF PEAK FLOW yrs 100—YEAR # OF CARTRIDGES REQUIRED 19 CARTRIDGE FLOW RATE 15 GPM STD 7.5 GPM MEDIA TYPE CFS PIPE DATA: IE MATERIAL DIAMETER INLET PIPE #1 346.14 PVC 15 INLET PIPE #2 346.14 PVC 12 OUTLET PIPE 343.84 CONCRETE 18 RIM 354.50 354.50 FLOW LADDER LADDER BALLAST WIDTH LENGTH N/A N/A NOTES GRADE RING (TYP) 30' 4 FRAME AND COVER (TYP) GENERAL NOTES 1.) STORMFILTER BY STORMWATER MANAGEMENT INC., PORTLAND, OREGON 800/548-4667. 2.) FILTERS TO BE SIPHON —ACTUATED AND SELF—CLEANING. 3.) PRECAST CONCRETE VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C857 AND C858. 4.) STORMFILTER REQUIRES 2.3' OF DROP FROM INLET TO OUTLET. INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 5.) PRECAST STORMFILTER EQUIPPED WITH EITHER CORED OPENINGS OR KNOCKOUTS AT INLET/OUTLET LOCATION. 6.) RECOMMENDED MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. CONTACT SMI FOR OTHER OPTIONS IF A SHALLOWER SYSTEM IS REQUIRED 7.) AN11—FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER IF NEEDED. BALLAST TO BE SET ALONG ENTIRE LENGTH OF BOTH SIDES OF VAULT. BALLAST MATERIALS TO BE PROVIDED BY CONTRACTOR. 8.) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR DETAILS. 9.) DETAIL REFLECTS DESIGN INTENT ONLY. ACTUAL VAULT DIMENSIONS AND CONFIGURATION WILL BE SHOWN ON PRODUCTION SHOP DRAWING. 10.) STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES, EXACT NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS. BAFFLE WALL (T7 BA WA LADDER PERMANENT POOL 4'-6' MIN (SEE NOTE 6) _ i FLOW SPREADER — STORMFILTER UNDERDFU UNDERDRAIN CARTRIDGE (TYP) MANIFOLD MANIFOLD (SEE NOTE 2) ENERGY DISSIPATOR SECTION A BALLAST (SEE NOTE 7) H a m g 0 S 2 a OUTLET PIPE o (SEE NOTE 4 8 rLAN VILW (Z8x16 STORMFILTER C806 SCALE: NTS WIDTH SECTION B LOW PREADER BALLAST (SEE NOTE 7) � al 1 � i I L. 1 ,1 I I I. Ie I° I •I I t I '0 I I 1 I b' t I G _ _ _ _ _ _ _ _ _ _ 16'-0" TOP VIEW r_2-'� DISPERSION TRENCH C806 SCALE: NTS 'H ATLEAST OF SLOPE E AROUND AGGREGATE BACKFILL f— W Q C 0 o LLI V R y S o E w W m $ LA —@�a Z_ v Jcc rr w Y Q m arai jacksen eBisan murakami LP axc��._oroxel�xenx D.-/ARAM C"OF ,.. Federal Way Federal Way Community Center 33190 9th Avenue South yJ. Cg IRES 7, Drawn 8y: TTN Checked By, SEE Date: 02/07/05 Revision / Date: Sheet Title: DRAINAGE WATER QUALITY DETAILS C8 02004 Berk- Rinker`: Seacat " _ Arch'tectore , \ r 5� 12" OUTLET PIPE #2 (SEE NOTE 4) — OUTLET BAY GRADE RING (TYP) STANDARD BAFFLE WALL (TYP) --\ z n 0 � z UNDERDRAIN MANIFOLD (TYP) 5'-2" 5'-2" 16'-0" 3'-3" 5'-6" 3'-3" i I i i I I1 I I I1 k '7--1L-------- f J 5'-0" MIN. 12'-0" SERIES STORMFILTER - TOP VIEW C904 SCALE: NTS 12" OUTLET PIPE #1 B BALLAST (SEE NOTE 4) 2 (SEE NOTE 8) 12" TRANSFER I PIPE — — — 5'-0' YIN r OUTLET BAY UPSTREAM DOWNSTREAM CARTRIDGE BAY CARTRIDGE BAY SERIES STORMFILTER - PLAN VIEW C904 SCALE: NTS (TYP) (SEE NOTE 2) "^ `" — I " 11— AA SERIES STORMFILTER - SECTION VIEW C904 SCALE: NTS ALTERNATE PIPE LOCATIONS (TYP) (SEE NOTE 5) —18" INLET PIPE (SEE NOTE 4) i INLET BA" 30" 4 FRAME AND COVER (TYP) FLOW SPREADER (TYP) GENERAL NOTES 1.) STORMFILTER BY STORMWATER MANAGEMENT INC., PORTLAND, OREGON 800/548-4667. 2.) FILTERS TO BE SIPHON -ACTUATED AND SELF-CLEANING. 3.) PRECAST CONCRETE VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C857 AND C858. 4.) STORMFILTER REQUIRES 2.3' OF DROP FROM INLET TO OUTLET. INLET, OUTLET, AND TRANSFER PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 5.) PRECAST STORMFILTER EQUIPPED WITH EITHER CORED OPENINGS OR KNOCKOUTS AT INLET/OUTLET/TRANSFER LOCATION. 6.) TRANSFER PIPE TO EXTEND FROM UPSTREAM FACE OF DOWNSTREAM BAFFLE WALL THROUGH OUTLET BAY TO SECOND VAULT. TRANSFER PIPE TO BE SET LEVEL AND INSTALLED BY THE CONTRACTOR. 7.) RECOMMENDED MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. CONTACT SMI FOR OTHER OPTIONS IF A SHALLOWER SYSTEM IS REQUIRED. 8.) ANTI -FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER IF NEEDED. BALLAST TO BE SET ALONG ENTIRE LENGTH OF BOTH SIDES OF BOTH VAULTS. BALLAST MATERIALS TO BE PROVIDED BY CONTRACTOR. 9.) ALL STORMALTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR DETAILS. 10.) DETAIL REFLECTS DESIGN INTENT ONLY. ACTUAL VAULT DIMENSIONS AND CONFIGURATION WILL BE SHOWN ON PRODUCTION SHOP DRAW,NG. 11.) STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES. EXACT NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS. 6' X 12' - 8' X 16' SERIES STORMFILTER DATA DESIGN WATER QUALITY FLOW RATE CFS 0.66 CFS PEAK FLOW RATE CFS 3.22 CFS RETURN PERIOD OF PEAK FLOW YRS 100 YEAR OF CARTRIDGES REQUIRED 40 CARTRIDGE FLOW RATE 15 GPM STD 7.5 GPM MEDIA TYPE CFS PIPE DATA IE MATERIAL DIAMETER INLET PIPE 351.30 PVC 18" TRANSFER PIPE 351.30 PVC 12" OUTLET PIPE #1 349.00 PVC 12" OUTLET PIPE #2 349.00 PVC 12" FLOW 354.50 354.50 4-- 354.50 354.50 LADDER BALLAST WIDTH LENGTH N/A N/A NOTES BAFFLE WALL-y TRANSFER PIPE /---- WEIR BOX (SEE NOTE 8) x ca POOL W 0 UNDERDRAIN MANIFOLD Y� WIDTH B-B SERIES STORMFILTER - SECTION VIEW C904 SCALE: NTS QLU a Q o W"oE F Y W ? $ W Z I ¢ g � E o,g ir w Y m 0 are! Jackson ellison murakami uP ,._crvne —A. oes,o"I�"recto"s SERGER/ABAM CfTY flF FQderal Way Federal Way Community Center 33190 9th Avenue South Drawn %r. TtN Checked By: SEE Date: 02/07/05 Revision / Date: Sheet Title: DD CC BB AA Z Y x W v U T S R 0 P N M L K J H c F E D C B A IN �, COD \ \\ \ \\ \ \ \ \\ \ J� \� \\� \\\\\\\�-� \ \ \BOW=3$6.00.• -i4_.\ . WETLAND -- - - \ TOW=39i.00 BOW=,,3y \�. TQ 3?2.50 BOW- 9;-u9 - \ 19 j 39g / I \. \ i PRELMNARY NOT FOR CONSTRUCTION F— a J Q tl w a Z o LL E O W H �m W Z W - - 2 — Q �yQS W 1V/ Y WW . W tl 6 17Yw), Ao., AY Federal Way Community Center 33190 9th Avenue South STATE OF WASt6t6" REGISTERED i AFIOU;.=- 10E N0. 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Sheet Title: LANDSCAPE PLAN L-1.1 ,�D04,�OOSB�rka (Enka Seater Nchitecrire 1 2 3 4 5 6 '7 8 9 10 11 12 13 '14 15 16 17 18 19 -20 21 22 23 24 - 25 26 27 28 29 SU sl sz J.1 :» 35 ao DD cc BB AA z Y x W V U T S R 0 p N M L K j H E D C B A A4TLAND 0, �b �b I / /\i, I/ U / / , jB 011 ZY 368 J 0 0 364 EP 6 -350" 554 —j54- PRELMNARY NOT FOR CONSTRUCTION 0- E om W W LLJ ;E; 22 .2 -, A C 0 a , R Z 4D W 10 08 < M WAY Federal Way Community Center 33190 9th Avenue South 4 b STATE OF WASHNGIM WICISIEM LANDSCAPEARMTECT The Berger Parbsership PS Landscape Architechn 1721 8th Avenue N Seattle, WA 98109 v 206.325.6877 f 206.323A867 bergerpartrwship=rn Drawn By. Checked By. Date: 217/2005 RevWion / Date: Sheet Title: LANDSCAPE PLAN r-2W-W 0 ID 2D 40 so N 0 R T IN X KW MAR P 2004,2DO5 Barker Rinker Seacat ArChMeCtffe, 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 16 19 20 21 22 23 24 25 26 27 28 29 30 31 3`2 33 .r. 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CONCRETE, MEDIUM BROOM FINISH F CONCRETE SLAB TO BE MASKED WHEN INSTALLING ASPHALT, TYP. FLUSH '4 REBAR a IB" O.C. BOTH WAYS E g d' D C ' ............... .............. TMNUS CRUSHED ROCK COMPACTED O \\� TO 9515' MAX DENSITY '359. COMPACTED STRUCTURAL FILL OR UNDISTURBED NATIVE SOIL, TYP. B 5 VEHICULAR CONCRETED ASPHALT SCALE: 1-1/2'-1'-0' A 1 2 3 4 5 6 7 8 9 ADJACENT 5URFACES VARY SEE PLANS. 1/4" MINUS CRUSHED ROCK 50' MINUS CRUSHED ROCK S5% COMPACTED STRUCTURAL FILL OR UNDISTURBED NATIVE SOIL, TYP. GEOTEXTILE FABRIC (SEE SPECS.) 6 RESILIENT SURFACING SCALE: T1'-0' —' ° a 14' ADJACENT LAWN, SEE SPECS. 4 I'. a I° 7 CONCRETE SEATWALL SCALE: 1'-1'-0' PLAY AREA RESILIENT SURFACING TILES, PER SPECIFICATIONS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. C,IP. CONCRETE, SEE DETAIL 4/L-2D 135% COMPACTED STRUCTURAL FILL OR UNDISTURBED NATIVE SOIL, TYP. s4" CHAMFER, TYP. C.IP. CONCRETE WALL, LIGHT SANDBLAST FINISH •4 BAR s 15' O,C, BOTH WAYS .35% COMPACTED STRUCTURAL FILL OR UNDISTURBED NATIVE SOIL. TYP. 6'-0' OC- MAX . STAN FIN15H COLOR 9EGTION STRUCTURAL FILL OR TO BE SELECTED BY UNDISTURBED NATIVE POST CAP, SEE DETAIL WL-2D HEAVY DUTY GATE HINGE I"X POST VENEER (s BOTH ENDS OF GATE) SEE DETAIL I2/L-2D 2" X 2" TUBE STEEL GATE FRAME 2' X 4" RAIL, TOP, MIDDLE, AND. BOTTOM ASPHALT PER CIVIL DRAW1W.aS— FINISHED GRADE — CONCRETE FOOTW. 959. COMPACTED NATIVE SOIL OF APPROVED STRUCTURAL FILL SECTION >O D ALL WOOD TO BE TIGHT KNOT WESTER4 RED CEDAR 2) ALL HARDWARE TO BE GALVANIZED. 31 STAN FINISH COLOR TO BE SELECTED BY ARCHITECT. 4) PROVIDE SHOP DRAWINGS FOR WELDING, GATE HARDWARE, MINCES, AND LATCH ATTACH'1ENT DETAIL FOR APPROVAL PRIOR TO CLNSTRUCTION. �n1 WOOD GATE SCALE: 1/2'-1'-O' 2' X 6' CAP RAIL CARRIAGE BOLT 2' X 2' TREE STEEL GATE FRAME 2•X4'RAIL I' X 6' FASCIA I- X 4- BOA" ' X 6" CAP RAIL, EE DETAIL IIIL-20 " X 2" TUBE STEEL GATE RAME,BETCND IIOOD PANELS TO iTTACH TO METAL FRAME - X 4" BOARDS ." x 6" TUBE STEEL POST MOOD FENCING, SEE DETAIL S, 4EET L-20 X 6 FASCIA, TOP NO BOTTOM I 2' X 2" TUBE STEEL GATE FRAME 2" X 4" RAIL I" X 4" BOARDS P X 6" FASCIA 6" x 6" TUBE STEEL POST PX POST VENEER HEAVY DUTY GATE HINGE I I - - 2X POST CAP, SEE DETAIL 12, — — — SHEET L-2D 10 WOOD GATE- PLAN 0 POST SCALE: 11--V-0- No F'— pp a J V o £ O W p 2 z G O tD LL C W ❑ Z WWW a Q i�i m p 4D S 7 NON q yOy W W 3 F 10 m OryOF Federal Wa Federal 2X POST CAP 1"X POST VENEER Way 6" x 6" TUBE STEEL POST Community ATTACH WOOD TO STEEL POST Center W/ ADHESIVE, AND FINISH NAILS AT COR'MRS 33190 9th Avenue South �WOOD GATE- SECTION POST CAP 1Z .1 WOOD GATE- SECTION 0 CAP RAIL SCALE, 3'-1'-0. E j SCALE: S'-1'-0• _ STATEOF RE616TEIW , ^ LAtE)SCAPEARCINiECT EYE t0 FIT THROIXH PLATE TO SECURE GATE& CLLNER TO PROVIDE LOCK ELAN LOCKING1/44' PLnTE WITH HOLE cart Nas1s FOR EYE BOLT. RADIUS CORt,ERS 3' GATE: FABRICATE FROM 2" 5" DIA PIPE WELD JOINTS ALL AROUND AND RADIUS ENDS HINGES: PROVIDE (2) PER GATE LEAF, HRYES RATED FOR EXTERIOR m I APPLICATION AND WEIGHT OF 7Le ParbWmhfp PS GATEIUELD HINGES t0 GATE Landscape Architecture 9 - 3• DIA VERTICAL 0' ;n 172181h Avenue N SECTION ° Seafae.WA98109 4' DIA CONCRETE v 206.325.6877 FILLED BOLLARD/ If ZD6.323.6867 GATE SUPPORTtSET IN S CONCRETE AND DOME - bepga"rinershpcom tOP II I I�i I II I I II II I 1 REMOVABLE CENTER POST: 3" DIA STEEL TUBE � LUJ L(J SET IN STEEL SLEVEINGPROVIDE ,' •1 L' DETAIL ELEVATION CHAIN/ RDTOSLEEVE � 20'-0' CLR - -- C 20'-6" Drown By Checked By: Date: 2 / 7 / 2005 Revision / Dote: SOIL, TYP. ARCHITECT. 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MULTI-TRUIJICED (�i .00 LL E o m LU o w i . o + 41 ACER PLATANIODES 'SUMMER SHADE' NOWRAY MAPLE I-V2" CAL. Z z LL 4D s + 12 AMELANCHIER X GRANDIFLOR4 'AUTUMN BRILLIANCE' SERVICEBERRY 6-8' HT. MULTI-TRLNKED w t� � W 2-STR4NDS'10 GAUGE 0 10 CORNUS EDDIES WHITE WONDER' DOGWOOD 1-1/1' CAL. i A. NON-GALVANIZED WIRE W/ NEW VINYL HOSE OR CINCH TIES Q < Q 35 FRAXINUS OXYGARPA 'RAYWOOD' RAYWOOD ASH 1-1/2'CAL. m 2- STAINED WOODEN STAKES. TREES 2-I,12"-3' GAL. USE 2 X 4. TREES LESS THAN 2-1/2" CAL. USE 2X2. GUY TREES 3" CAL OR LARGER I$ PSEUDOTSUGA MENZIESII pOUG.FIR 6-I2' HT. AVOID PENETRATION OF ALL PIPNG. 0 GRADEUDE 24" DIAMETER VEGETATION -FREE R26 THUJA PLICATA WESTERN RED CEDAR 6-12' HT. A ZONE AT BASE OF ALL TREES :............... I I sHwUas I- I .105 ARBUTUS UNEDO 'COMPAGTA' COMPACT STRAWBERRY TREE 24" HT. 4NTNCF IT (SEE DETAIL) QSO CISTUS X SUNSET' ROCKROSE 24' HT. ; ::::::::::::::}:;::?..�::::::::::: }:::: r ® le5 CORNUS STOLONIFERA '15ANTI' REDTWIG DOGWOOD 24" HT. TREE STAKING 0 14-1 CORNUS STOLONIFERA KELSEYI' REDTWIG DOGWOOD 12" IT. AMYOF, SCALE: NTS ® 68 GAULTHERIA SHALLON SALAL IS" H7. federal Way ( yt ( 6 HYDRANGEA MACROPHYLLA 'GLOWRJG EMBERS' BIG LEAF HYDRANGEA 24" AT. ® 82 HYDRANGEA QUERCIFOLIA 'PEE WEE' OAKLEAF HYDRANGEA 24" HT. ® 35-1 MA140NIA AQUIT-OLIUM 'COMPACTA' DWARF ORGEGON GRAPE 18" HT. Federal t 0 11T RHODODENDRON KEN JANECK' RHODODENDRON 24' HT. Way L ® 14 RHODODENDRON MACROPHYLLUN WESTERN RHODODENDRON 24' HT. Community —2-STRANDS M0 E !^ WIRE W/ VINYL HOSE O 104 RHODODENDRON M157 MAIDEN' RHODODENDRON IS. W. Center i 45 45 ` GUY AT 3 FONTS i PER TREE EQUAL SPACED O S RHODODENDRON r.A•1 COMPACT' RHODODENDRON 24' HT. w FLAG WIRES 33190 150 RHODODENDRON SHRIMP GIRL' RHODODENDRON 11' HT. 9th Avenue South m FINISH GRADE OF MULCH 4 RIBES SANGURJEUM KING EDWARDvII' RED FLOWERING CURRANT 24° HT. TREE GUY STAKE - _ ('+'�//jj (�([[✓��jj� —I 1=1I III =1I 1=1I 1= Noo7KA ROSE 2a" HT. AS SPECIFIED ® 102 ROSA NUTKANA I-1 I III —III—I 1=i NOT£° WHERE TREES OCCUR 296 ROSA RYsOSA 'FRAU DAGMAR HARTOPP' RUGOSA ROSE 1B' W. IN LAUN ALAS, PROVIDE 3' DIA MULCH CIRCLE. 41 ROSA RUGOSA SNOW OWL' RUGOSA ROSE le, HT. H I I=1 I I-1 I1=1 I I-1 I (-1 I1=1I I I I H 1 -IICIII=III—I�� II—III=III=III=III= STATE OF '—"' II III Ill 11 llkWASIOWOR p Ift SYMPHORICARi OS ALBUS 5NOWBERRY 24" HT: tAtDREGSTERED SCAPE RtAiRECi 2 TREE GUYING SCALE: NTS REMOVE UNTREATED BURLAP n VACCINUN OVATJM 'THUNDERBIRD' EVERGREEN HUCKLEBERRY 24' HT. G7iE EBROWER 15 D FROM TOP 1/3 OF ROOTBALL, 7E N0.515 REMOVE TREATED BURLAP ROOTBAL OR URE BASKETS @ 51 vIBURNUM DAvIDII VIBURNUM DU TER COMPLETELY_ INSTALL 1" ABOVE CONTANER PLANTS -SCORE CONTAINER DEPTH rv"/ ROOTBALLS IN 3 PLACES TO U2" DEPTH. GR011R 4 FERNS PLACE 2" LAYER OF IN 0 ARCTOSTAPHYLOS UvA-URSI 'MASSAGHU5ETTS' KNNIKINNICK I GAL. a 24" O.C. SPECIFIED MULCH 0�a TOP PRESSING OVER PLANTING BED. EXCEPTION: FERTILIZER SEE SPECIFICATIONS he Barger PPTH +. .* 50% ARLTOSTAPHYLOS UVA-URSI T1A$SACHU'.�ETTS' KIt.6NNCIM1fdC i GAL ®24" OL. Tartr�ership PS PLACE 1/2" DELandscape Archlisch re SPECIFIED MULCH PROVIDE WATER SAUCER S0% POLYSTICHUM MUNITUM SWORD FERN 1 GAL, 0 24" OL. OVER RHODODENDRON ROOTBALL5. _ 1721 Mh Avenue I I I F-i I 1 .:::::::::::. 11 rI I_ I - Seattle, WA 98109 BACKFILL PLANTING I I= I1=III- FINISH GRADE OF SOIL BLECFNU'I SPICANT DEER FERN 1 GAL. a 24" O.G. v 206.325.6877 PIT WITH SPECIFIED 1206.323.6867 MIX OF NATIVE AND _L ::j::jj:::::;';?%F";:;+y:::.': --Wi PLAIN TABS. QUANTITY IMPORTED SOIL -III-.... "'..'::""':".::::::_-III- ACCORDING TO MANUFACTURER'S SPECIFICATIONS. GORNUS STOLONIFERA K£LSEYI' R'cDTWIG DOGWOOD 1 GAL. a 24" OL. bergerpartrlership•cun MOUND CENTER - III=11 rl l 1=11 i OF PLANTING PIT � i - i �-i i i- -� i �- COMPAGTTO SUBGRADE DENSITY COTCMEASTER DAMMERI 'CORAL BEAUTY' BEARBERRY GOTONEASTER I GAL, a 24" O.C. A A -A A FRAGARIA CHILOENSI$ 'PINK PANDA' BEACH STRAWBERRY 1 GAL. a 24" O.C. "1 NOTE. DETAIL APPLIES TO TREES, SHRUBS AND GROUNDCOVER PLANTINGS SHRUB PLANTING 50 e FRArARIA CHILOENSIS 'PNK PANDA' BEACH STRAWBERRY I GAL. a 24" O.C. P 3 SCALE: NTS � // 1 50e POL-rSTICHUM MUNITUM SWORD FEW I GAL, a 24" O.C. INSTALL FERTILIZERS PER`", MANUFACTURERS POLYSTICHUM MUNITUM SWORD FERN I GAL. 9 24" OL. . ' . INSTALL GROUNDGOVERS RECOMMENDATIONS AS SPECIFIED p Drown By: TOP DRESSING FERTILIZER 4� a doo POLYSTICHUM SETIFERUM SHEILD FERN I GAL.. 24' O.C. Checked By. 2D A$ SPECIFIED Date: 2 / 7 / 2005 D TYPICAL FINISHED GRADE LL.��J HYDROSEEDED LAIN NCN SEE SPECS Revision Date: yam. W/ 2" LAYER SPECIFIED 1 - MULCH. VERIFY SAUCER 4 �o O oo O WILDFLOWER SEED MIX NGN SEE SPECS 771 DETENTION POND SEED MIX NCN SEE SPECS i I I Sheet Title: I I I —I I •I ` I I i I I i I i � SCORE ROOTBALL —PLANTING FERTILIZER P U u E L � "" " � N " "R PAND SCHEDULES 3 PLACES TO I/2" DEPTH AROUND ROOTBALL - NOT FOR CONSTRU.CTION:.,,. -.>-�- INSTALL I" ABOVE BACKFILL W/ CONTAINER DEPTH APPROVED TOPSOIL - r GROUNDCOVER PLANTING � 4 SCALE: NTS & 04004,40Cy5 (take WWkti SeacatFvchaecnre ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 - 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 G BI A i Y r V \ L T S R Q P N M L K j H G F E D C B REFERENCE LANDSCAPE PLANS FOR g TRANSFORMER VAULT PARKING DIMENSIONS ALTERNATE 1, GYMNASIUM REFERENCE LANDSCAPE PLAN FOR GAS METER TRASH ENCLOSURE DIMENSIONS �.5t i REFERENCE LANDSCAPE PLAN FOR SIGNIFICANT TREE PRESERVATION PLAN i i / RETAINING WALL, RE: CIVIL DRAWINGS BUILDING SERVICE ENTRY \ FIRE LANE GATES, RE: LANDSCAPE (TO MAINTAIN A PEDESTRIAN ENVIRONMENT I 4 ® I ° \ F \ ° ALONG THE NORTHEAST SIDE OF THE BUILDING) 4 i \ BUILDING FOOT PRINT q / \ ALTERNATE 4, CLIMBING WALL ENCLOSURE LINE Of 20' SIDE AND I ® ;� I \ 100.00 WETLAND BUFFE EXISTING SIGNIFICANT TREES 25' FRONT SETBACK FRO BUILDING CORNER _ L \.dS BE REMOVED LOCATION OF EXISTING ELECTRICAL AND TELEPHONE SERVICE ® `\� ,:4 PROJECT CONSTRUCTION LIMIT LOCATION OF EXISTING i i �\ �' \''� *, ` \ EDGE OF EXISTING WETLAND DOMESTIC WATER SERVICE L LOCATION OF EXISTING I —i ? LINE OF 100' WETLAND BUFFER SANITARY SEWER SERVICE , i FIRE LANE ;T- `\• i EASEMENT FOR FIRE WATER LINE / g #;9. g, 333D R I itAW r / �� \\\\\ � i ' �9• RETAINING WALL: RE: CIVIL c c c a e ROUND-ABOU MAIN 6 ILDING ENTRY \ � c ' -- c L \ V. ALTERNATE 2, MULTI -PURPOSE ROOM c FLAGPO 103 FO LOCATIc COMMUNITY WING TERRACE \\\ ♦ \J ,� 1 REFERENCE CIVIL SITE PLAN ' } COMMU TTY ING ENTRY \\\ \� 9 FOR RETAINING WALL DIMENSIONS j , \ WATER 1IA E LANE GATES, RE: LANDSCAPE � ' ` \\\ / (TOMAINTAIN A PEDESTRIAN �B tt b ING) \\\ \ \ •.� AL4.G THE NORTHEAST SIDE OF THE ' T I T \ \: \ STORM W STREET EXTENSION \\ \\ �A� • 11 ��♦ b 1 \ ♦\ // i ♦ so ��— c O \' O STORM WATER r ''' •.: ♦r DETENTION POND �------•-- " �" STORM WATER r 'z e m CONVEYANCE IMPROVEMENT o EXISTING WATER LINE REFERENCE CIVIL SITE PLAN FOR RETAINING WALL, RE: CIVIL ROW IMPROVEMENT DIMENSIONS / F x I r j 010'20' 40BO' I ON I At SITE PLAN REFERENCE ELEVATION: AtOO NORni SCALE: 1' = 40'-0. 100'-0" = 392'-0" ABOVE SEA LEVEL SITE PLAN NOTES SITE AREA: 10 ACRES EXISTING IMPERVIOUS AREA: 0 AC PROPOSED IMPERVIOUS AREA: 6.4 AC PARKING STALL COUNT - BASE PROJECT 30 COMPACT STALLS 8 ADA STALLS (INCLUDING 2 VAN STALLS) 191 STANDARD STALLS 215 TOTAL PARKING STALLS 51,631 NSF LOWER LEVEL (EQUALS 1.18 AC) 6,512 NSF MEZZANINE LEVEL 58,143 NSF TOTAL AREA, BASE BUILDING 4,142 NSF ALTERNATE 1, GYMNASIUM 1,824 NSF ALTERNATE 2, MULTI PURPOSE ROOM 4,450 NSF ALTERNATE 3, JOG/ WALK TRACK 442 NSF ALTERNATE 4, CLIMBING WALL ENCLOSURE 58,039 NSF LOWER LEVEL W/ ALTERNATES (EQUALS 1.33 AC) 10.962 NSF MEZZANINE LEVEL W/ ALTERNATES 69,001 NSF TOTAL AREA, BASE BUILDING W/ ALL ALTERNATES SITE AMENITIES ON -SITE PEDESTRIAN AND OPEN SPACE AREAS: 14,491 SF (SEE LANDSCAPE PLANS FOR LOCATIONS AND DIMENSIONS) f•- a J Q 1.6 w W U) v o M 8 Cc rp C " Y Z CQma "' O W 10 �w cc d U at! m Gtiy OF Federal Way Federal Way Community Center 33190 9th Avenue South 8476 REGISTERED ARCHITECT KEITH E. HAYES STATE OF WASHrNGTON Drown W. EB checked LTy: Date: 2 / 7 / 2005 Reviaiai / Dote: /2005 tIPDATED MASTER LAND USE Sheet Title: ARCHITECTURAL SITE PLAN A 1 l 00 169 Barker Rinker S—t A,,hitecture _ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2D 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36�'^^•" H G F E D C B A S, UPPER LEVEL PLAN A101 1/16"=1'—O" N20 0 0 mm IL (Qj Q o m s w 9 N 7t Era } Z �w Z W p s W LL R o L m 00 W z _ QQ � a< m S o c tC 7 N 0 � w� Y go W � S < CI TY Y OF 1A Federal Way Federal Way Community Center 33190 9th Avenue South ^76 REGISTERED ' ARCHITECT I(EITH E. MAYES STATE OE "AIIIGTON - Drawn By: EB Checked By: NEH Date: 2 / 7 / 2005 Revision / Date: UPDATED WASTER LAND USE 3/2005 zoo BOO STG w s AS et lhtA.— ARqUITCTURAL FLOOR ,� „PLANS rA1 MAIN LEVEL PLAN �� N Al 01 �. O 4005 Barker Rinker Seacat Architecture i. 7 2- 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 6 0 B A S R 0 P N M L K H G F E D C B A w1 WEST ELEVATION A200 1 /8"=1'—O" P, COMMUNITY WING - WEST ELEVATION --"�LOBBY - SOUTH ELEVATION � O 1 /8"=1'-0" r------------ I I _ ALT #2 EAST MULTI PURPOSE ROOM —" I� I I i I L, F I I I I I _ I TYP. / FLASHING i14 _B. T.D. WALL T.O.F. MAIN LEVEL Y 1 P23_ ADMIN-SOUTH ELEV A200 c2a LOBBY - NORTH ELEVATION A200 1 /8"=1'-0" TYP. EHIND P32 ADMIN-NORTH ELEV. A200 LEGEND: Oj LAP SIDING A OLAP SIDING B OLAP SIDING C Oq CMU VENEER OBRAKE METAL OSPANDREL GLASS OASPHALT SHINGLE ROOF - REFER TO ELECTRICAL , Al MULTI PURPOSE - NORTH ELEVATION A17 MULTI PURPOSE -SOUTH ELEVATION, a2oo 1 9 3 d S A 7 A a 1n 11 11 IF v f- VI 11 W V L U L p 2 r A i 07 p o (AA � Z Z LL.I Ne w ti m ITY Of -ederai Way Federal Way Community Center 33190 9th Avenue South �REGISTERED ARCHITECT KEITH E. HAYES STATE OF WASHINGTON Drawn By: DR Checked By: KH Date: 2 / 7 / 2005 Revision / Date: UPDATED MASTER LAND USE 3/2005 It me EXTERIOR BUILDING ELEVATIONS �200 Iv '�5 barker Potter Seacat ArcMtecture 4 L T s P a P N M L K H G E D C B A DOWNSPOUT X, COMMUNITY WING - EAST ELEVATION A201 1/8"=1'-0" ROOF TOP UNIT MECHANICAL SCREEN WALL < 1 r- -. AKI i r DOWNSPOUT 1 ALT #1 i 3RD GYMASILM ROOF FLASHING i ROOF LADDER U24Li I i I DOWNSPOUT ' i I C.J. 1. ROOF FLASHING DOWNSPOUT i I H1 GYMNASIUM - SOUTH ELEVATION AL 149,—n- Al GYMNASIUM - NORTH ELEVATION A201 1/8"=1'-0" Q1 NATATORIUM - NORTH ELEVATION A201 1/8"=1'-0" 111111 1 1 1< AN) I I 1 I I 1 I ON) 1 I I,%' N8111 1r DOWNSPOUT TOP UNIT ij=ettt• LEGEND: LAP SIDING A LAP SIDING B LAP SIDING C CMU VENEER ( F, BRAKE METAL OSPANDREL .GLASS OASPHALT SHINGLE ROOF REFER TO ELECTRICAL i� z o a 0 a 7 6 s 1U 11 17 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 H a � W Ia � O1 0 7 W 10 jJw i ix _ r V m 10 CITY OF Federal Way Federal Way Community Center 33190 9th Avenue South 8476 REGISTERED ARCHITECT rcelm E. HAYES STALE OF WASHINGTON De m By: OR Checked By: KH Date: 2 / 7 / 2005 ReMw / Date: LILTED MASTER LAND USE 3/2005 Sheet Title: EXTERIOR BUILDING ELEVA110NS A201 .: © 2005 Barker Rinker Seaca[ Architecture DID GG BB AA Z Y x w v U T S R 0 P N M L K J H G F E D C B A Athletic Hall Community Center Design Concepts The design reflects Federal Way's community values and sense of place. The building is a village of small structures reflecting the diversity that is Federal Way. Each major mass is identifiable by its function, but uses similar materials and elements to form a cohesive whole; they are essentially cut from the same cloth. Breaking up this large building into smaller components creates a more human -scaled Community Center. Windows along south facing walls of the lobbies, cafe, community and fitness areas provide a glimpse of center activities as well as views out. Low sloping roof forms provide shelter and scale to the larger forms of the building. Wood, metal and glass canopies and trellises identify entries and provide protection from elements. The building plan is organized around interior "streets," with gathering spaces at the intersections and ends (dashed on the plan at right). One street, the main building Lobby, extends from the main entrance to the Forest Room. It separates the Athletic Wing from the Community Wing. The second street connects these wings. It extends from the Cultural Gallery in the Community Wing to the Athletic Lobby of the Gymnasium and Climbing Wall. The Lobby is the focus of the Center. The Cafe across from the entry is an activity center and provides a key point for public views into the pool; it is the community gathering spot. The reception desk is strategically located with views to the Athletic Hall, the Cultural Gallery and the Forest Room. Offices with windows, for administrative staff, are behind the reception desk for staffing efficiency. Good visibility from the control point to the drop off area also allows staff to keep an eye on youth waiting for rides. The Forest Room at the end of the Lobby is a community living room and has comfortable furniture beside an inviting fireplace. Windows look out to the adjacent woods in Celebration Park. Doors open into a spacious Lounge for seniors. A consulting room for health care assistance and fitness assessments is nearby. The community spaces have their own entrance at the east end of the building to permit separate use after hours. Spaces here include a Community Room that will hold 280-360 people for a variety of activities. A catering kitchen is provided and this room can be subdivided for the use of multiple smaller groups. Doors open out to a patio facing southeast with room to seat an additional people and in fair weather the patio and landscaped araac ran rinl ihla thin ranarity of thin inctiria cnnra Main Entry Two classrooms seating 20 people each share a movable partition and can be combined into one room for larger groups. A third classroom is dedicated to arts and crafts activities for 35 individuals. The Classrooms and Senior Lounge surround an outdoor Arts Courtyard. The focal point of the Community Wing is the Cultural Gallery which doubles as both a pre -function space for the Community Room and as a room for art display. Spaces for children include a child care room staffed for short visits while parents are participating in fitness activities and classes. Adjacent to this are two pre-school classrooms. All three spaces share a fenced and semi -sheltered outdoor play area. The Lobby and Community Wing can be isolated from the remaining building with a rolling grille to allow flexible use after hours for social functions. A game room adjacent to the lobby will appeal to teens and seniors. Public restrooms are located nearby. Locker Rooms are provided for men, women and families or people with special needs. Between lockers and the pools are a steam room and sauna. The Climbing Wall opposite the stair is another focal point of the center, providing drama in a two story space with views to and from other activities. The Gymnasium, containing three middle -school -sized courts, is designed to allow flexibility of activities including pickleball, volleyball, basketball, aerobics and many others. Painted game lines on the floor also include a high school -size basketball court in the area of two of the middle school basketball courts. Divider curtains may be dropped to allow separate activities to occur simultaneously. A stair case and an elevator in the Athletic Lobby provide access to upper floor activities. A wall dividing the third court of the gymnasium is being considered as elected alternate to the project. The fitness area will have cardiovascular, circuit weight and free weights equipment. The space is designed for future flexibility and easy access to all equipment. An aerobics room is provided for that activity as well as dance and martial arts for 40-45 people. Several walls will have mirrors, and others windows to allow views into other spaces. The jog -walk track is suspended from the gymnasium walls and roof and is accessed from the upper level. The track is 3 lanes wide and approximately 12 laps per mile in length. STATEMENT OF ARCHITECTURAL DESIGN INTENT Community Entry The Leisure Pool is a key feature of attraction to people of all ages for recreation, play and therapy activities. A central area includes a variety of water depth, interactive play features, and an exciting water slide. An attached pool offers two lap lanes for swim meet warm-up, water sports and therapy. A current channel provides for resistance swimming and walking for adults and tube riding for kids. A Spa offers hot water therapy for 10-12 persons -Lounge fumitureis provided on the deck for casual viewing and relaxing. The Lap Pool is has six lanes, each 25 yards long. Starting blocks, bench seating and deck staging space are provided to support swim meets and team practice. A 1 meter diving board is provided for recreation and competitive use. Both the Leisure and the Lap pools will be accessible for disabled patrons and have access to the outdoor patio which faces the forest. An integral idea in the plan is Crime Prevention Through Environmental Design (CPTED). The intent is to increase the chance of being seen in order to minimize illicit and/ or dangerous activities. Entry areas have glass extending to the ground plane and will be well lit; outdoor spaces will be observed from the interior and concealed outdoor spaces will be minimized. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1B 19 20 21 22 23 24 EQUIPMU 01 6. 1. 2- 3/4• . 1.-0. Lim., : ►1 1 70" VERTICAL STYLE ENVISOR SECTION ASPHALT SHINGLE ROOF GLASS LAP SIDING B - ACCENT COLOR LAP SIDING A - PRIMARY FIELD COLOR LAP SIDING C - ACCENT COLOR CMU VENEER ALUMINUM WINDOW FRAMES & ACCENTS I101 TED EQUIPMENT SCREEN A25 ROOF MOUNTED EQUIPMENT SCREEN A202 0 6 V 2. 3/4' - 1- 25 26 27 28 29 30 31 32 33 IIIIIIIIIIIIIIIIIIE. H a J O W LL.I a o z U z -< m CA LL •` U MQ W (Q < :ITY OF Federal Way Federal Way Community Center 33190 9th Avenue South 8476 REGISTERED ' ARCHITECT KEITH E. HAYES STATE OF WASHINGTON Drawn By: DR, ES Checked By: KEH Dote: 2 / 7 / 2005 Revision / Dote: UPDATED MASTER LAND USE 3/2005 Sheet :Title: FINISH MATERIALS AND DETAILS A202 ® 2065 Barker Rrker Seacat AichW=le