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97-102942w Y U U 00 Q Q .L L LC) "I' Ln Y cc C7 3-1 LC] In GRAPHIC SCALE ?0 D 25 50 100 200 ( IN FEET ) 1. inch = 50 #t. .GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE 1N ACCORDANCE WITH THE FEDERAL WAY CITY CODE (FWCC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL COND17IONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADD17IONAL 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 REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G, DOMES77C WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER FEDERAL WAY CITY CODE (SECTION 22-1006), NORMALLY THIS IS 7 A.M. TO 8 P.M., MONDAY THROUGH SA TURDA Y. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE 1NI7IA77NG OFF -SITE WORK WITHIN THE ROAD RIGHTS -OF -WAY. 8. FRANCHISED U77LI77ES OF OTHER INSTALLA71ONS 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 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST 3 DAYS PRIOR TO CONSTRUCTION. 9. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. 10. r:R01INDWATFR 'YSTFM CON; TRI W770N rlIAI1 13F WITHIN A RIGHT- OF WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED WITH 5/8- INCH CRUSHED ROCK. 12, ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. 13, ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. 14, OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE DIRECTOR OF PUBLIC WORKS AND NOTED ON THESE APPROVED PLAN. ANY OPLN GUI SITALL UL I?L�;IORLU IN ACCORDANCE WIIII KCRS 8,0.3(ti)3. 15, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION NTH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR, ANY WORK WITHIN THE TRAVELLED RIGHT-OF- WAY TIIAT MAY INTrRRIIPT NnRMAI TRAmr FI nW . IAI1 RF(NIIRF AT I FA5;T ONE !-I Al;GFR FOR FACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPFCIFICA TIONS 1-07.23- TRAFFIC CONTROL, SHALL APPLY. 16, CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER 11-Ik LA ILSI ADUIIION Of MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 17. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 18. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS, ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH KCRS DRAWING NUMBERS 19, 20, AND 21. ROCKERIES MAY NOT EXCEED 8 I LL I IN lILh,I1l 104 tU I �L(, IIUNL, ul� -1 I LL I IN IILIW l l ION I ILL L c 11UN� UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. L ML T Y COMPANY AND PHONE .NUMBER INDEX STORM 206-591-3751 CITY OF FEDERAL WAY SEWER 206-596-2737 LAKEHAVEN UTILITY DISTRICT WATER 253-946-5400 I.AKFHAVF.N UTILITY DISTRICT GAS 206-473-8354 PUGET SOUND ENERGY TELEPHONE 206-597-5473 US WEST POWER 206-502-8360 PUGET SOUND ENERGY COURTYARD BY MARRIOTT ROAD AND STORM DRAINAGE COVER SHEET A PORTION OF THE SW 114 OF THE SE 114 OF SEC. 9, TWP. 21 N., RGE 4 E., W.M CITY OF FEDERAL WAY, KWG COUNTY, WASHINGTON .DFRA t" E NOTES- I. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUC71ON MEETING. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE KITH WSDOT 7-02.3(1), THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDA77ON MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO 714AT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE.] J. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT 11 OR BETTER INSIDE AND OUTSIDE. 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 A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS.] 5. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 41, 46, 4 7, OR 48. 6. ROCK EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8" ROCK/407-70Y PASSING; 2"-4" ROCK/309,-409 PASSING; AND -2" ROCK/10%207' PASSING, INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 51 OR AS AMMENDED BY APPROVED PLANS. RECYCLED ASPHLA T OR CONCRETE RUBBLE SHALL NOT BE USED. CONSTRUCTION SEQUENCE 1. SEE EROSION CONTROL SEQUENCE. 2. ROUGH GRADE ROADWAY AND SITE AS DESIGNED 3. INSTALL SANITARY SEWER SYSTEM. 4. INSTALL STORM DRAINAGE SYSTEM. 5. INSTALL WATER SYSTEM. 6. INSTALL SEDIMENT BARRIERS OVER CATCH BASINS, 7. CONSTRUCT INDIVIDUAL BUILDINGS. 8. PAVE PARKING AND ACCESS. 9. CLEAN UP ROADWAY AND SITE 10, FLUSH STORM DRAINAGE SYSTEM. 11. LANDSCAPE AND STABILIZE SITE. 12. REMOVE T.E.S.C. MEASURES, GRADING OUANrmES: IMPLRVIOUS ARLA = 2.03 AC. CUT = 1,000 C.Y. FILL = 4,000 C.Y. NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONLY. THEY ARE ONLY INTENDED FOR PERMITTING PROCESS. DO NOT USE FOR BID PURPOSES. BASIS OF BEARING P-R A.L.T.A. SURVEY FOR FEDERAL WAY JOINT V1-NTURE BY HUGH G. GOLDSMITH & ASSOCIATES DATED: 8/2/89 INSTRUMENT USED-- 1" TOTAL STATION ELEVA77M DATUM CITY OF FEDERAL WAY (N.G.V.D. - 29) B.M_ NO. 2167-21-1 ELEV. = 427.933 RAM SET IN CONC. WALK, SW, QUAD. INTX, S. 320ih ST. & 2233r�d�AVE. S., 1.5 FOOT FROM BACK OF CUR© I i7M- S.E. BASE BOLT FOR SIGNAL POLE N.E. QUAD INTERSECTION SOUTH 320TH STREET AND GATEWAY CENTER BOULEVARD S. ELEV = 448.61 I 1� SHEET INDEX- 1. ROAD AND STORM DRAINAGE COVER SHEET 2. BOUNDARY/TOPOGRAPHIC MAP 3. HORIZONTAL CONTROL PLAN 4. STORM DRAINAGE 5. GRADING PLAN 6. STORM AND GRADING DETAIL SHEET 7. STORM AND GRADING DETAILS SHEET SITE INFORMA7M- AREA - 2.72 AC. ADDRESS - INTERSECTION OF S. 320TH ST. AND 25TH AVE S. FEDERAL WAY, WA. PARCEL #092104-9320-08 AND # 092104-9035-2 - SITE PLAN FROM KURT R. JENSEN AND ASSOCIATES, ARCHITECTS ONE -CALL NOTE #1-800-424-5555 BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX ENGINEERING, PLLC ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS, OR FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO THE DESIGN, BOUNDARY NOTE - OWNERS FEDERAL WAY JOINT VENTURE AND GATEWAY CENTER HOTEL, LLC. 800 E. DIAMOND BLVD. SUITE 3-505 ANCHORAGE, ALASKA 99515 DEVELOPER oCl 800 E. DIAMOND BLVD. SUITE 3-505 ANCHORAGE, ALASKA 99515 (907) 349-6478 A CITY NOTIFICA TM CITY PUBLIC WORKS PRECONSTRUCTION/INSPECTION NOTIFICATION PHONE NUMBER: 661-4131 BOUNDARY INFORMATION HAS BEEN COMPILED FROM SOURCES PREPARED ORGINALLY BY HUGH G. GOLDSMI fH AND ASSOCIATES, INC. PH: (206)622-1080, SUPPLIED BY THE DEVELOPER TO APEX ENGINEERING, PLLC. APEX ENGINEERING, PLLC ASSUMES k LIABILITY7FOR THE ACCURACY. � PRELIMINARY THESE PL4MS ARE NO FOR COIV►STAUCT/ON UN77L APPROVED BYLOC.4L COVE/�1//MGAUTF�0l9/TY LEWND- OVERHEAD POWER POWER POLE OVERHRE EAD POWER UNDERGROUND POWER POWER VAULT WATER LINE W WATER VALVE WA TER METER FIRE HYDRANT FIRE DEPARTMENT CONNECTION R GAS LINE _ G GAS VALVE TELEPHONE TELEPHONE HANHOLE o SANITARY SEWER MANHOLE AND LINE j ss-0 --� STORM CATCH BASIN AND LINE CONCRETE ASPHALT LUMINAIRE TRAFFIC SIGNAL TYPE 1 CURB AND GUTTERy� TYPE 2 CURB AND GUTTER BARRIER CURB 5 312ili ST T 7i SIEEI. y��; LAM 315TH ST 3167H Sr t �. CONT � L S M77H ST WA Y CENTER PLAZA SEATAC M AGE S $ h y ECr o - PS 5 324TH ST y s VICINITY MAP SCALE. • 1 "=1/4 MILE LEGAL 9ESCRIP77ON PARCEL 7A THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 4 EAST W.M., KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SUBDIVISION; THENCE NORTH 01'29'18" EAST ALONG THE WEST LINE THEREOF, A DISTANCE OF 540.77 FEET TO THE EASTERLY MARGIN OF 23RD AVENUE SOUTH; THENCE NORTH 25'40'29" EAST ALONG SAID EASTERLY MARGIN, A DISTANCE OF 18.99 FEET TO A POINT OF CURVE; THENCE NORTHERLY CONTINUING ALONG SAID EASTERLY MARGIN, ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 390.04 FEET, THROUGH A CENTRAL ANGLE OF 23'55'14" A DISTANCE OF 162.84 FEET; THENCE SOUTH 88'24'15" EAST A DISTANCE OF 304.98 FEET; THENCE SOUTH 01'29'18" WEST A DISTANCE OF 253.00 FEET; E SOUTH 88'24'15" EAST A DISTANCE OF 8.55 FEET; E SOUTH 01'33'20" WEST A DISTANCE OF 83.85 FEET TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED TRACT; THENCE CONTINUING SOUTH 01*33*20" WEST A DISTANCE OF 379.33 FEET, TO A POINT ON THE SOUTH LINE OF SAID SUBDIVISION, DISTANCE THEREON 355.01 FEET EASTERLY OF THE SOUTHWEST CORNER THEREOF; THENCE SOUTH 8824'15" EAST ALONG SAID SOUTH LINE, A DISTANCE OF 361.08 FEET; THENCE NORTH 01'35'45" EAST A DISTANCE OF 90,00 FEET TO A POINT ON THE WESTERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1 (INTERSTATE 5), AS NOW ESTABLISHED; THENCE NORTH 01'35'45" EAST ALONG SAID WESTERLY MARGIN, A DISTANCE OF 35.81 FEET; THENCE NORTH 5249'45" EAST CONTINUING ALONG SAID WESTERLY MARGIN, A DISTANCE OF 23.00 FEET; THENCE NORTH 20'48'47" WEST A DISTANCE OF 258.66 FEET; THENCE NORTH 8824'15" WEST A DISTANCE OF 280.67 FEET TO THE TRUE POINT OF BEGINNING. LXCLV 1 111L SOU 111 90-00 ILL 1 H ILRLOI . TOGETHER WITH THAT PORTION OF VACATED SOUTH 320TH STREET AS VACATED UNDER KING COUNTY ORDINANCE NO. 3609, RECORDED UNDER RECORDING NO. 7803150795 WHICH UPON VACATION ATTACHED BY OPERATION OF LAW. ALSO KNOWN AS PARCEL 7A, KING COUNTY BOUNDARY LINE ADJUSTMENT NO. S89MOO19 AS RECORDED UNDER KING COUNTY RECORDING NO. 9003260896; PARCEL 715 THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: OLGINNING At II IL :IOU 111WLS 1 CORNLH 01 SAID SUBDIVISION; THENCE NORTH 01'29'18" EAST ALONG THE WEST LINE THEREOF, A DISTANCE OF 540.77 FEET TO THE EASTERLY MARGIN OF 23RD AVENUE SOUTH; THENCE NORTH 25'40'29" EAST ALONG SAID EASTERLY MARGIN, A DISTANCE OF 18.99 FEET TO A POINT OF CURVE; THENCE NORTHERLY CONTINUING ALONG SAID EASTERLY MARGIN, ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 390.04 FEET, THROUGH A CENTRAL ANGI F OF 23'55'14" A DISTANCE OF 162.84 FFFT; IHLNU SUUIH bd*24'I5" LAJI A LKOANCL ul 6U4,98 tLLI; THENCE SOUTH 01'29'18" WEST A DISTANCE OF 253.00 FEET; THENCE SOUTH 88'24'15" WEST A DISTANCE OF 8.55 FEET; THENCE SOUTH 01'33'20" WEST A DISTANCE OF 463.18 FEET TO A POINT ON THE SOUTH LINE OF SAID SUBDIVISION, DISTANT THEREON 355.01 FEET EASTERLY OF THE SOUTHWEST CORNER THEREOF; THENCE SOUTH 8824'15" EAST ALONG SAID SOUTH LINE, A DISTANCE OF 361.08 FEET; THENCE NORTH 01'35'45" EAST A DISTANCE OF 90.00 FEET TO A POINT ON THE WESTERLY MARGIN OF PRIMARY STATE HIGHWAY NO, 1 (INTERSTATE 5) AS NOW ESTABLISHED; THENCE NORTH 01'35'45" EAST ALONG SAID WESTERLY MARGIN, A DISTANCE OF 35.81 FEET; THENCE NORTH 52'49'45" EAST CONTINUING SAID WESTERLY MARGIN, A DISTANCE OF 23.00 FEET TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED TRACT; 11 ILNU 14W II t ZU'40'4 /" WL:, I A DID I AW L V1 Z:oO.00 I LL t, THENCE SOUTH 88'24'15" EAST A DISTANCE OF 53.00 FEET; THENCE NORTH 52'49'45" EAST A DISTANCE OF 105.96 FEET' THENCE SOUTH 37'10'15" EAST A DISTANCE OF 215.00 FEET TO SAID WESTERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1; THENCE SOUTH 52'49'45" WEST ALONG SAID WESTERLY MARGIN, A DISTANCE OF 220.13 FEET; ALSO KNOWN AS PARCEL 78, ICING COUNTY BOUNDARY LINE ADJUSTMENT NO. S89MOO19 AS RECORDED UNDER KING COUNTY RECORDING NO. 9003260896. New �o�j �4ritVt� I oW PERMIT NO.: U RI D97-0479 CITY OF FEDERAL WAY DATE SEALED EXPIRES: 11-10- eTd O_ d'+ T CT# N -t to lic•� �'. I I Iv oo �Q'ca [L LA- o 04 E o� U 1-j CV v 4t4j APPROVED BY SHEET OF-7 o t I:.E No 19545 DATE