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19-101782 PLANSS 344TH ST S 347TH PL S 348TH ST Mil VICINITY MAP Eu U W Z co m BUSINESS ACCESS EXIT 1426 FEDERAL WAY WASHINGTON 0 SURVEY INFORMATION LEGAL DESCRIPTION THAT PORTION OF THE VACATED PLAT OF EAST TACOMA CENTRAL ADDITION "B", ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 4 OF PLATS, PAGE 43, IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE NORTH 1'34'08" EAST ALONG THE WEST LINE OF SAID SUBDIVISION, 496.66 FEET; THENCE SOUTH 88'35'16" EAST 50.00 FEET TO THE EAST MARGIN OF 16TH AVENUE SOUTH, AS ESTABLISHED BY DEED RECORDED DECEMBER 18, 1989 UNDER RECORDING NO. 8912180080; THENCE SOUTH 88'35'16" EAST 470,00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 88'35'16" EAST 637.61 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF PRIMARY STATE HIGHWAY NO. 1, AS ESTABLISHED BY DEED RECORDED FEBRUARY 9, 2959 UNDER RECORDING NO. 4995246; THENCE SOUTH 1742'24" EAST ALONG SAID WESTERLY MARGIN 322.56 FEET TO AN ANGLE POINT THEREON; THENCE SOUTH 13'58'06" WEST ALONG SAID WESTERLY MARGIN 167.17 FEET TO THE NORTH MARGIN OF SOUTH 352ND STREET, AS ESTABLISHED BY DEEDS RECORDED MAY 7, 1946 UNDER RECORDING NOS. 3566431 AND 3566432; THENCE NORTH 88'31'41" WEST ALONG SAID NORTH MARGIN 707.40 FEET TO A POINT WHICH BEARS SOUTH 1'28'19" WEST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 1'28'19" EAST 467.20 FEET TO THE TRUE POINT OF BEGINNING. EXCEPT THAT PORTION DEEDED TO THE STATE OF WASHINGTON, DEPARTMENT OF TRANSPORTATION BY DEED RECORDED NOVEMBER 06, 2008 UNDER RECORDING NO. 20081106000809. PARCEL B THAT PORTION OF THE VACATED PLAT OF EAST TACOMA CENTRAL ADDITION "B", ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 4 OF PLATS, PAGE 43, IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE NORTH 1'34'08" EAST ALONG THE WEST LINE OF SAID SUBDIVISION 496.66 FEET; THENCE SOUTH 88'35'16" EAST 50,00 FEET TO THE EAST MARGIN OF 16TH AVENUE SOUTH AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 88'35'16" EAST 470.00 FEET; THENCE SOUTH 1'28'19" WEST 467.20 FEET MARGIN OF SOUTH 352ND STREET; THENCE NORTH 88'31'41" WEST ALONG SAID NORTH MARGIN 470.79 FEET TO THE EAST MARGIN OF 16TH AVENUE SOUTH; THENCE NORTH 1'34'08" EAST ALONG SAID EAST MARGIN 466.71 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION DEEDED TO THE CITY OF FEDERAL WAY, A WASHINGTON MUNICIPAL CORPORATION BY DEED RECORDED MAY 3, 2002 UNDER RECORDING NO. 20020503001231. �HOR�DTUM HORIZONTAL DATUM FOR THIS SURVEY IS NAD 83/91 PER CITY OF FEDERAL WAY. FEDERAL WAY CONTROL POINT NO. 6889 WAS HELD FOR POSITION, AND A LINE BETWEEN SAID POINT NO. 6889 AND CONTROL POINT 6876 WAS HELD FOR ROTATION, BEING NORTH 01'34'24" EAST. VERTICAL DATUM VERTICAL DATUM FOR THIS SURVEY IS NGVD29 PER CITY OF FEDERAL WAY. FEDERAL WAY VERTICAL CONTROL POINT NO. 6889 WAS HELD FOR ELEVATION, BEING 248.01'(NGVD29) LOT AREA 544,436 +/- S.F. (12.50 AC +/-) ADDRESS 35100 ENCHANTED PARKWAY SOUTH FEDERAL WAY, WA 98003 TAX PARCEL NUMBER 219260-0290-00 AND 21926-00180-03 REFERENCE SURVEYS: BOUNDARY LINE ADJUSTMENT NO. 17-100484-SU, VOL. 373, PAGE 208, AFN. 20171103900001 DATE OF SURVEY: THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON November 6, 2018. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN AUGUST OF 2018. TITLE INSURANCE: ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. NCS-929812-WA1, DATED OCTOBER 9, 2018 AT 7:30AM, INCLUDING APPURTENANT EASEMENTS AND ADJOINING DEEDS FOR UNPLATTED LOTS, IF ANY. IN PREPARING THIS MAP, BARGHAUSEN CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE INSURANCE COMPANY'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. SURVEYOR'S NOTES: • ALL DISTANCES SHOWN HEREON ARE GROUND MEASUREMENTS IN U.S. SURVEY FEET. • THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP REPRESENT DEED LINES ONLY, AND DON'T PURPORT TO SHOW OWNERSHIP LINES THAT MAY OTHERWISE BE DETERMINED BY A COURT OF LAW. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR IMPLIED. • UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND/OR AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE VERIFIED. • THE LEGAL DESCRIPTION AND SPECIAL EXCEPTIONS SHOWN HEREON ARE PER THE ABOVE REFERENCED TITLE REPORT UNLESS OTHERWISE NOTED. • THIS SURVEY HAS DEPICTED ALL VISIBLE OCCUPATIONAL INDICATORS (IE. FENCE LINES, BUILDINGS, WALLS, ETC. - SEE MAP FOR PARTICULARS) PER W.A.C. 332-130. LINES OF OCCUPATION, AS DEPICTED, MAY INDICATE AREAS OF POTENTIAL CLAIMS OF UNWRITTEN OWNERSHIP. THIS SURVEY HAS ONLY DEPICTED THE RELATIONSHIP BETWEEN LINES OF OCCUPATION AND DEEDED LINES OF RECORD. NO RESOLUTION OF OWNERSHIP BASED ON UNWRITTEN RIGHTS HAS BEEN MADE BY THIS SURVEY OR BY ANY PERSONNEL OF BARGHAUSEN CONSULTING ENGINEERS, INC. • THIS IS A FIELD TRAVERSE SURVEY. SPECTRA PRECISION FOCUS 30, TOPCON GR5 GPS AND SPECTRA PRECISION RANGER DATA COLLECTOR WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN W.A.C. 332-130-090, ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' SPECIFICATIONS AND USED BY APPROPRIATELY TRAINED PERSONNEL. • THIS SURVEY MEETS OR EXCEEDS THE "RELATIVE POSITIONAL PRECISION" REQUIREMENTS SET FORTH IN THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS IN SECTION 3(E). TITLE INFORMATION SPECIAL EXCEPTIONS (PER FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE NO. NCS-929812--WAl DATED OCTOBER 09, 2018 AT 07:30 AM) 1. GENERAL TAXES FOR THE YEAR 2018. TAX ACCOUNT NO.: 219260-0180-03 AMOUNT BILLED: 128,118.65 AMOUNT PAID: $ 64,059.33 AMOUNT DUE: $ 64,059.32 ASSESSED LAND VALUE: $5,899,800.00 ASSESSED IMPROVEMENT VALUE: $2,483,500.00 (AFFECTS PARCEL A) 2. GENERAL TAXES FOR THE YEAR 2018. TAX ACCOUNT NO.: 219260-0290-00 AMOUNT BILLED: $ 61,788.01 AMOUNT PAID: $ 30,894.01 AMOUNT DUE: $ 30,894.00 ASSESSED LAND VALUE: $3,898,400.00 ASSESSED IMPROVEMENT VALUE: $ 0.00 (AFFECTS PARCEL B) 3. POTENTIAL CHARGES, FOR THE KING COUNTY SEWAGE TREATMENT CAPACITY CHARGE, AS AUTHORIZED UNDER RCW 35.58 AND KING COUNTY CODE 28.84.050. SAID CHARGES COULD APPLY FOR ANY PROPERTY THAT CONNECTED TO THE KING COUNTY SEWER SERVICE AREA ON OR AFTER FEBRUARY 1, 1990. NOTE: PROPERTIES LOCATED IN SNOHOMISH COUNTY AND PIERCE COUNTY MAY BE SUBJECT TO THE KING COUNTY SEWAGE TREATMENT CAPACITY CHARGES. TO VERIFY CHARGES CONTACT: (206) 296-1450 OR CAPCHARGEESCROW®KINGCOUNTY.GOV. (NOT SURVEY RELATED) 4. FACILITY CHARGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK-UP, OR CONNECTION CHARGES AND LATECOMER CHARGES FOR WATER OR SEWER FACILITIES OF FEDERAL WAY WATER AND SEWER DISTRICT AS DISCLOSED BY INSTRUMENT RECORDED AUGUST 0, 1986 AS RECORDING NO. 8608041129. (NOT SURVEY RELATED) 5. F Wff TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR S. 352ND STREET AS GRANTED BY DEED RECORDED MAY 07, 1946 UNDER RECORDING NOS. 3566431 AND 3566432. (NOT PLOTTABLE, BLANKET IN NATURE) 6. RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW, AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STATE OF WASHINGTON: RECORDED: DECEMBER 12, 1958 RECORDING NO.: 4975993 (NOT PLOTTABLE, BLANKET IN NATURE) 7. RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STATE OF WASHINGTON: RECORDED: JANUARY 28, 1959 AND FEBRUARY 9, 1959 RECORDING NO.: 4990939 AND 4995246 (GENERALLY SHOWN HEREON) 8. RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STATE OF WASHINGTON: RECORDED: MARCH 19, 1959 RECORDING NO.: 5009985 (GENERALLY SHOWN HEREON) 9. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF. GRANTOR/TRUSTOR: FEDERAL WAY INVESTORS, A LIMITED PARTNERSHIP, AS NOMINEE GRANTEE/BENEFICIARY: FEDERAL WAY NORTHWEST 348TH EQUITIES, A WASHINGTON LIMITED PARTNERSHIP TRUSTEE: CHICAGO TITLE INSURANCE COMPANY, A CORPORATION AMOUNT: $3,030,0476.90 RECORDED: FEBRUARY 08, 1983 RECORDING INFORMATION: 8302080125 AFFECTS: THE LAND AND OTHER PROPERTY (GENERALLY SHOWN HEREON) 10. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: AUGUST 20, 1985 RECORDING INFORMATION: 8508200809 IN FAVOR OF: LAKEHAVEN SEWER DISTRICT, A WASHINGTON MUNICIPAL CORPORATION FOR: SEWER MAINS AFFECTS: (PARCEL B) AS DESCRIBED THEREIN (PLOTTED HEREON) 11. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: OCTOBER 27, 1988 RECORDING INFORMATION: 8810271104 IN FAVOR OF: KING COUNTY, WASHINGTON FOR: NATIVE GROWTH PROTECTION EASEMENT AFFECTS: AS DESCRIBED THEREIN (DOCUMENTS PROVIDED WERE ILLEGIBLE) 12. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: RECORDED: OCTOBER 27, 1988 RECORDING NO.: 8810271105 (NOT PLOTTABLE, BLANKET IN NATURE - COVENANT ALLOWS ACCESS FOR KING COUNTY TO MAINTAIN AND REPAIR RETENTION/DETENTM FACIUTY) SURVEY 13. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: DECEMBER 27, 1988 RECORDING INFORMATION: 8812270577 IN FAVOR OF: PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINES AFFECTS: AS DESCRIBED THEREIN (NOT PLOTTABLE, BLANKET IN NATURE - DESCRIBES EASEMENT AS A 10-FOOT CENTERLINE OVER, UNDER AND ACROSS THE CENTERLINE OF FACILITIES AS CONSTRUCTED) 14. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: MAY 12, 1989 RECORDING INFORMATION: 8905120218 IN FAVOR OF: FEDERAL WAY WATER AND SEWER, A MUNICIPAL CORPORATION FOR: WATER FACILITIES AFFECTS: (PARCEL B) AS DESCRIBED THEREIN DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED JULY 26, 1991 AS RECORDING NO. 9107260643 OF OFFICIAL RECORDS. (NOT PLOTTABLE - DOCUMENT RECORDED UNDER RECORDING NO. 9107260643 ABANDONS EASEMENT) 15. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: MAY 15, 1989 RECORDING INFORMATION: 8905150793 IN FAVOR OF: PACIFIC NORTHWEST BELL TELEPHONE COMPANY, A WASHINGTON CORPORATION, ITS SUCCESSORS AND ASSIGNS FOR: UNDERGROUND CABLE AND ABOVEGROUND TELEPHONE CABINETS AFFECTS: (PARCEL B) AS DESCRIBED THEREIN (PLOTTED HEREON) 16. RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STATE OF WASHINGTON: RECORDED: OCTOBER 20, 1989 RECORDING NO.: 8910200632 (GENERALLY SHOWN HEREON) 17. RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STATE OF WASHINGTON: RECORDED: DECEMBER 26, 1989 RECORDING NO.: 8912260701 (GENERALLY SHOWN HEREON) 18. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF. GRANTOR/TRUSTOR: ROBERT J. KNUTSEN AND KDE & ASSOCIATES GRANTEE/BENEFICIARY: B. SCOTT BOLLS, EUGENE R. EKBLAD AND FWI LIMITED PARTNERSHIP TRUSTEE: TRANSAMERICA TITLE INSURANCE COMPANY, A CORPORATION AMOUNT: $100,000.00 RECORDED: MAY 30, 1990 RECORDING INFORMATION: 9005301909 AFFECTS: THE LAND AND OTHER PROPERTY (NOT SURVEY RELATED) 19. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: OCTOBER 23, 1990 RECORDING INFORMATION: 9010231411 IN FAVOR OF: COSTCO WHOLESALE CORPORATION, A WASHINGTON CORPORATION FOR: PARKING, INGRESS, EGRESS, LOADING, UNLOADING, UTILITY INSTALLATIONS, ROADWAYS AND INSTALLATION OF BUILDINGS AFFECTS: AS DESCRIBED THEREIN DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED JULY 28, 1994 AS RECORDING NO. 9407280652 OF OFFICIAL RECORDS. (DOES NOT AFFECT SUBJECT PROPERTY) 20. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: RECORDED: OCTOBER 23, 1990 RECORDING NO.: 9010231412 DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED JULY 28, 1994, NOVEMBER 22, 1994, JANUARY 13, 2000, JULY 18, 2000, AND SEPTEMBER 25, 2000 AS RECORDING NOS. 9407280653, 9411220561, 20000113000284, 20000718000262 AND 20000925000332, ALL OF OFFICIAL RECORDS. (NOT PLOTTABLE, BLANKET IN NATURE - DOCUMENTS CONTAIN BLANKET EASEMENTS FOR INGRESS, EGRESS, AND PARKING) 21. A LEASE DATED OCTOBER 23, 1990, EXECUTED BY WEST CAMPUS SQUARE, A WASHINGTON JOINT VENTURE AS LESSOR AND G. I. JOE'S, INC., AN OREGON CORPORATION AS LESSEE, FOR A TERM OF 30 YEARS RECORDED OCTOBER 23, 1990 AS RECORDING NO. 9010231426 OF OFFICIAL RECORDS. SAID LESSEE, AMONG OTHER THINGS PROVIDES FOR AN OPTION TO RENEW FOR A PERIOD OF 4 ADDITIONAL PERIODS OF TEN (10) YEARS EACH, AFFECTS: THE LAND AND OTHER PROPERTY (NOT PLOTTABLE, BLANKET IN NATURE) 22. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "INDEMNITY AGREEMENT" RECORDED SEPTEMBER 21, 1993 AS RECORDING NO. 9309212251 OF OFFICIAL RECORDS. (NOT PLOTTABLE, BLANKET IN NATURE) 23. LEASE MADE BY WEST CAMPUS SQUARE, A WASHINGTON JOINT VENTURE, LESSOR, TO CIRCUIT CITY STORES, INC., A VIRGINIA CORPORATION, LESSEE, FOR A TERM OF 20 YEARS, AND THE COVENANTS AND CONDITIONS AS THEREIN CONTAINED, AS DISCLOSED BY MEMORANDUM OF LEASE DATED AUGUST 31, 1994, AND RECORDED NOVEMBER 29, 1994 AS DOCUMENT NO. 9411290394. SAID LEASE, AMONG OTHER THINGS PROVIDES FOR AN OPTION TO RENEW FOR A PERIOD OF FOUR (4) SUCCESSWE PERIODS OF FIVE (5) YEARS EACH. AFFECTS: THE LAND AND OTHER PROPERTY (NOT PLOTTABLE, BLANKET IN NATURE) 24. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: JANUARY 23, 1995 RECORDING INFORMATION: 9501230949 IN FAVOR OF: CITY OF FEDERAL WAY FOR: RIGHT TO ENTER FOR INSPECTION PURPOSES AFFECTS: (PARCEL B) AS DESCRIBED THEREIN (NOT PLOTTABLE, BLANKET IN NATURE) 25. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF GRANTOR/TRUSTOR: ROBERT J. KNUTSEN, A MARRIED MAN AS TO HIS SEPARATE PROPERTY GRANTEE/BENEFICIARY: MERIDIAN LENDERS 111, A WASHINGTON GENERAL PARTNERSHIP TRUSTEE: CHICAGO TITLE INSURANCE COMPANY AMOUNT: $2,358, 4 78.39 RECORDED: AUGUST 18, 1999 RECORDING INFORMATION: 19990818001342 AFFECTS: PARCEL B AND OTHER PROPERTY (NOT PLOTTABLE, BLANKET IN NATURE) 26. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "LICENSE" RECORDED FEBRUARY 08, 2002 AS RECORDING NO. 20020208002178 OF OFFICIAL RECORDS: AFFECTS: PARCEL B (NOT PLOTTABLE, BLANKET IN NATURE) 27. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: RECORDED: FEBRUARY 08, 2002 RECORDING NO.: 20020208002206 AFFECTS: PARCEL B (NOT PLOTTABLE, BLANKET IN NATURE - DOCUMENT GRANTS RIGHT TO THE CITY FOR INGRESS AND EGRESS TO MAINTAIN OR REPAIR SURFACE WATER SYSTEM) 28. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "CITY OF FEDERAL WAY LOCAL IMPROVEMENT DISTRICT WAIVER OF PROTEST COVENANT" RECORDED APRIL, 29 2002 AS RECORDING NO, 20020429001245 OF OFFICIAL RECORDS. AFFECTS: (PARCEL B) (PLOTTED HEREON) 29. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: OCTOBER 14, 2003 RECORDING INFORMATION: 20031014000196 IN FAVOR OF: LAKEHAVEN UTILITY DISTRICT, A MUNICIPAL CORPORATION FOR: WATER FACILITIES AFFECTS: (PARCEL B) AS DESCRIBED THEREIN (PLOTTED HEREON) 30. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: OCTOBER 14, 2003 RECORDING INFORMATION: 20031014000197 IN FAVOR OF: LAKEHAVEN UTILITY DISTRICT, A MUNICIPAL CORPORATION FOR: WATER FACILITIES AFFECTS: (PARCEL B) AS DESCRIBED THEREIN (PLOTTED HEREON) 31, ANY CLAIM THAT THE TITLE IS SUBJECT TO A TRUST OR LIEN CREATED UNDER THE PERISHABLE AGRICULTURAL COMMODITIES ACT, 1930 (7 U.S.C. 0499A, ET SEQ.) OR THE PACKERS AND STOCKYARDS ACT (7 U.S.C. 0181 ET SEQ.) OR UNDER SIMILAR STATE LAWS, AFFECTS: PARCEL A 32. MATTERS THAT MAY BE DISCLOSED UPON RECORDATION OF FINAL SUBDMSION. SURVEYOR'S CERTIFICATE: THIS IS TO CERTIFY THAT THIS MAP AND THE SURVEY UPON WHICH IT IS BASED WERE MADE BY ME OR UNDER MY DIRECTION AND CORRECTLY REFLECTS THE CONDITIONS OF THIS SITE AS OF THE DATE OF THE FIELD SURVEY ON MARCH 14, 2019, BRIAN D. GILLOOLY, P.L.S. WASHINGTON REGISTRATION NO. 46315 BGILLOOLY@BARGHAUSEN.COM IMZWO 4. -- 7_�-i AUG 2 0 20�9 Mi`! N r DiVELOPME,IWT �Nl AY OMIi�UNfTY ©' G14 WAS// m� 1 o�� Z -cr cr � o 46315 p �� sio F�rsT�� T N I!" W W > CO Z u_ 0 0 O (� Z 0 0 co C'3 o Q U3 Z o €Cui W _ }, OW© z w O Q Of 0 _j n Q 0 o n 0 �: cr a 25 a r Z M 3::uw a >- CO N LL. I_ Im ui Q Lu LL LL. n n a ID OC 0 m m C n M a O m Z coc~r, m CL 00 rn -- --- 0 m r- rn N N - 6 0 LL a ai c U � N i V 0 > 0 I 0 m m s n g U i °�' oa O N Q L C W .— U) C In U 0 V C to a N M M a�N C G[ L) L0 }; N co L 1� as E Z 0 i O 0 rl I C u 0 E D BOUNDARY AND TOPOGRAPHIC SURVEY 0 15 30 60 IRMI . A'. N � SCALE: 1"=30' 6' SIGNAL LOOP k 2t9BE I W W SEWER EASEMENT W W AFN 8508200809 SIGN = I = � U� ' (J.) N GUY ANCHOR'' I� II II 3 r2 A�1 I a�1 vfiP?> 58 I JBOX N SIGNALS; 1, R ®•• - r .y 4� � cif II A - ��i.�C[yI.•.d; 3::1.'.T .i.�.�� ® � �• ,�.� -- 4- ``ff 1p FND MONUMENT IN CASE-\ o 2" BRASS DOME W/SCRIBED "X" 65 66 6917,71 8° 0.85' BELOW GRADE vo,R.3q. INTX ENCHANTED PRKY AND SOUTH 352ND ST 69 (AUGUST 2018) 19 o �ae.ac a BAR sic W: fl 1119am > I -74 DRAINAGE STRUCTURE AS BUILT INFORMATION TABLE DIPS 31.CB STD GRT 63.SDMH 1.CB STD GRT RIM=257.50' RIM=247.67' RIM=281.90' 8" CMP N IE=254.09' IE 30" CONC N=241.57' 15" CNC SE IE=277.45' IE 30" CONC W=241.57' 15" CNC NW IE=277.45' 32.CB SOLID LID RIM=250.25' 64.SDMH 2.CB STD GRT 15" CNC N IE=245.55' RIM=247.88 RIM=280.00' 12" CNC SW IE=245.55' 15" CNC NW IE=275.95' 12" CNC S IE=245.55' 65.SDMH 15" CNC SE IE=276.30' RIM=248.65 8" PVC ESE IE=275.95' 33.CB STD GRT RIM=249.63 66.CB SOLID LID 3.CB STD GRT 12" CNC NE IE=245.73' RIM=248.38 RIM=281.41' 16" CNC NW IE=275.01' 34.CB VAULT ACCESS CB STD GRATE RIM= IM248.06 8" PVC W IE=275.31' RIM=258.63' 18" CNC S IE=274.91' BTM=249.08' 68.CB STD GRATE RIM=247.76 4.CB STD GRT 35.CB VAULT ACCESS RIM=280.81' RIM=258.55' 69.SDMH 18" CNC N IE=274.81' BTM=249.00' RIM=248.80 12" CMP W E=274.81' 18" CNC S IE=27.66' 36.SDMH VAULT ACCESS 70.CB STD GRT T2 8" PVC E IE=277.66' RIM=258.54' RIM=247.91' BTM=248.99' IE 36" CMP E=242.41' 5.CB STD GRT IE 12" CMP S=243.81' RIM=279.62' 37.CB STD GRT TOP VERT PIPE=246.41' 18" CNC N IE=273.62' RIM=261.46 ' IE OUTFACE PIPE=242.46' 8" PVC E IE=277.07' 30" CMP N IE=252.56' IE GATE VALVE=242.46' 18" CNC S IE=273.57' 12" PVC NE IE=253.81' IE ELBOW=243.51' 10" CMP SE IE=252.56' IE 2ND ELBOW=245.16' 6.CB STD GRT RIM=283.25' 38.SDMH VAULT ACCESS 71.CB Tt 4" PVC E IE=281.75' RIM=259.03' RIM=257.51' BTM=249.03' IE 8" PVC S=253.41' 7.WATER/OIL SEPARATOR 39.CB VAULT ACCESS 72.SDMH 8.WATER/OIL SEPARATOR RIM=259'23 RIM=257.76' 9.CB STD GRT 40.SDMH VAULT ACCESS IE 8" PVC N=253.01' IE 12" CONC E=243.01' RIM=283.39' RIM=259.02' IE 36" CMP SW=FULL OF 12" CNC W IE=280.19' BTM-248 82, DIRT 8" PVC E IE=280.69' 41,CB STD GRT 12" CMP S IE=280.19 RIM=258.98' 73.CB TYPE 1 10.CB STD GRT 42.SDMH T2 48" RIM=260.29' RIM=284.36' IE 8" PVC N=258.83' 12" CNC SW IE=281.46' RIM-258.21 IE 8" PVC S=258.83' 8" PVC NE IE=250.09' 11.CB STD GRT 12" PVC NE IE=252.61' 74.CB STD GRT T2 RIM=284.83' ' " 8PVC SE IE=250.09 RIM=260.75' 12" CMP N IE=279.73' 12" PVC SE IE=252.96' IE 12" PVC N=254.65' 18" CNC NE IE=272.43' IE 12" PVC W=255.00' 18" CNC W IE=272.38' 43.SDMH IE 8" PVC S=257.10' RIM=258.96' 12.CB STD GRT IE 24" CMP NE=249.65' 75.VAULT LID RIM=285.29' ' " IE 24CMP SW=249.57 RIM=261.34' IE 12" DI NW=252.41' BOTTOM VAULT=250.17 13.CB STD GRT TOP OF BAFFLE RIM=280.91' WALL=249.40' 76.VAULT LID 18" CNC W IE=270.56' RIM=261.67' 18" CNC E IE=270.56' 44.CB STD GRT BOTTOM VAULT=250.25' RIM=262.25' 14.CB STD GRT 30" CMP NW IE=251.25' 77NAULT LID RIM=283.35' 30" CMP SW IE=251.25' RIM=261.72' 12" PVC E IE=259.55' 15.CB STD GRT 78.C6 TYPE 1 RIM=284.01' 45.CB STD GRT RIM=258.61' RIM=263.42' IE 8" PVC E=255.97' 16.CB STD GRT 12" PVC W IE=260.52' RW=283.45' 79.CB STD GRT Tt 46.VAULT LID RIM=259.02' 17.CB SOLID LID T2 48' RIM=257.97' IE 6" PVC S=257.01' RIM=285.07' BOTTOM VAULT=248.56' 8" PVC NE IE=278.82' 80.C8 STD GRT TI 18" CNC W IE=268.75' RIM=258.67' 18" CNC E IE=268.75' 12" PVC E IE=255.97' 18.CB CURB INLET 47.SDMH VAULT LID 81.CB STD GRT TI RIM=285.08' RIM=257.55' RIM=269.39' 12" CMP N IE=264.79' 19.CB STD GRT T2 48.CB TYPE 1 RIM=273.96' RIM=257.13' 82.CB STD CRT T2 IE 12" CMP S=261.06' IE 12" PVC N=255.17' RIM=268.16' IE 12" CMP E=261.06' IE 12" CMP S=262.66' IE 12" CMP W=260.81' 49.SDMH VAULT LID IE 18" CONC NW=262.36' RIM=257.82' IE 18" CONC SE=262.66' 20.CB STD GRT T1 RIM=277.06' 50.SDMH VAULT LID 83.CB STD GRT 8" DI N IE=273.71' RIM=257.85' RIM=265.38 BOTTOM=248.08' 21.CB STD GRT T2 RIM=275.59' 51.SDMH VAULT LID 84.SDMH RIM=259.29' 12" CNC N IE=268.44' RIM=258.29' IE 12" PVC NW=249.57' 18" CNC W IE=265.46' 52.VAULT LID IE 18" PVC 24 = SW 9.29' SW242' 18" CNC E IE=265.50' RIM=258.31' IE 12"PVC S 8" DI S IE=268.64' BOTTOM VAULT=248.42' 84.C8 STD GRT 22.CB STD GRT T1 53.VAULT LID RIM=262.97' RIM=274.90' RIM=258.33' 85.CB STD GRT 12" CMP N IE=270.04' RIM=262.87 12" CNC S IE=269.98' 54.SDMH 12" PVC SW IE=259.12' RIM=260.11' 23.CB STD GRT T1 IE 18" CMP E=251.09' 86.SSMH RIM=274.79' IE 18" CMP W=250.66' RIM=279.88' 12" CMP N IE=270.56' IE 12" CMP SW=251.03' IE 8" PVC E=270.73' 12" CMP S IE=270.61' IE 12" PVC S=253.42' IE 8" PVC W=270.63' IE 12 CMP NE=250.57' IE 6" PVC NE=270.73' 24.C8 STD GRT T1 RIM=274.82' W/ELBOW IE 6" PVC SE=270.73' TOP OF BAFFLE 12" CMP S IE=271.45' WALL=251.12' 87.SSMH RIM=254.73' 55.SDMH IE 8" PVC E=244.48' 25.CB STD GRT RIM=249.22' IE 8" PVC W=244.38' RIM=282.29' IE 30" CONC E=244.42' 8" PVC NE IE=279.49' IE 30" CONC S=244.42' 88.SSMH 12" CMP NW IE=279.39' 56.SOMH RIM=247.88 8" PVC SE IE=279.44' RIM=249.89' 89.SSMH 6" PVC E IE=279.49' 30" CNC W IE=245.04' RIM=249.52' 30" CNC SE IE=242.14' 8" PVC N IE=239.27' 26.CB STD GRT 8" PVC W IE=239.17' RIM=270.66' 57.CB TYPE 1 8" PVC E IE=239.27' 12" CMP N IE=269.01' RIM=247.59' IE 12" CONC SW=243.24' 90.SSMH 27.CB STD GRT RIM=250.38' RIM=278.70' 58.CB T2 8" PVC N IE=245.08' 15" CMP W IE=274.35' RIM=247.63' 8" PVC S IE=244.98' 12" CMP SE IE=274.55' IE 15" CONC N=241.63' 8" PVC E IE=245.08' 8" PVC NE IE=274.65' IE 12" CONC NE=242.91' IE 30" CONC S=241.58' 91.SSMH 28.CB STD GRT RIM=268.69' RiM=271.39' 59.SDMH 8" PVC W IE=256.14' 12" CNC N IE=268.44' RIM=247.14' 8" PVC E IE=256.24' 15" CMP W IE=266.84' IE 30" CONC N=242.79' 12" CMP S IE=268.59' IE 12" CONC S=242.79' 92.SSMH 15" CMP E IE=266.94' RIM=279.22' 60.CB STD GRT T2 8" PVC NE IE=270.07' 29.CB STD GRT RIM=246.62' 8" PVC SE IE=270.07' RIM=261.79' 8" PVC W IE=269.97' 18" CMP N IE=254.54' 61.CB STD GRT Tt 12" CNC W IE=254.74' RIM=246.40' 93.SSMH 15" CMP E IE=254.49' IE 8" PVC W=244.80' RIM=283.22' 30" CMP S IE=254.09' 62.CB STD GRT T2 94.SSMH 30.CB STD GRT RIM=247.09' RIM=283.21' RIM=257.27' IE 30" CONC N=241.69' 8" DI N IE=255.47' IE 30" CONC W=241.69' 95.WATER/OIL SEPARATOR 12" CNC E IE=255.27' IE 30" CMP S=241.69' 8" CMP S IE=255.42' 96.WATER/OIL SEPARATOR 97.WATER/OIL SEPARATOR HORIZONTAL DATUM HORIZONTAL DATUM FOR THIS SURVEY IS NAD 83/91 PER CITY OF FEDERAL WAY. FEDERAL WAY CONTROL POINT NO. 6889 WAS HELD FOR POSITION, AND A LINE BETWEEN SAID POINT NO. 6889 AND CONTROL POINT 6876 WAS HELD FOR ROTATION, BEING NORTH 01°34'24" EAST. VERTICAL DATUM VERTICAL DATUM FOR THIS SURVEY IS NGVD29 PER CITY OF FEDERAL WAY. FEDERAL WAY VERTICAL CONTROL POINT NO. 6889 WAS HELD FOR ELEVATION, BEING 248.01'(NGVD29) LEGEND (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) SURVEY MONUMENT (AS NOTED) SECTION CORNER (AS NOTED) SET REBAR/CAP (LS#45789) 0 FOUND REBAR/CAP (AS NOTED) ❑ SET 2"X2" HUB/TACK LINE STAKE MAG/WASHER OR LEAD/TACK (AS NOTED) BENCHMARK LUMINAIRE (LUM.) C=L� YARD LIGHT ORNAMENTAL LIGHT TRAFFIC SIGNAL LIGHTS POWER METER -0- POWER POLE ® JUNCTION BOX (AS NOTED) ® TELEPHONE MANHOLE ❑ CATCH BASIN (CB) OEI STORM MANHOLE (SDMH) O SANITARY SEWER MANHOLE (SSMH) 0 CLEANOUT (AS NOTED) 0 GAS METER D4 GAS VALVE WATER VALVE (WV) p FAUCET �T4 FIRE HYDRANT(FH) / CONNECTION(FDC) ® WATER MANHOLE B3 WATER METER BLOW -OFF / AIRVAC ® MONITOR WELL SIGN D IRRIGATION SPRINKLER DIRECTIONAL ARROW C HANDICAP x CHAIN LINK FENCE WOOD FENCE -0- HOGWIRE FENCE -***- SILT FENCE -0- METAL/IRON FENCE -v_0 GUARD RAIL/CABLE FENCE -w--w- WATER LINE -a= G- GAS LINE -STE-Am- STEAM LINE T(xx)- TELEPHONE LINE (OH) OR (UG) -H(xx)- POWER LINE (OH) OR (UG) _9D- STORM LINE -S6 - SEWER LINE ROCKERY cjt=� KEYSTONE WALL Q DECIDUOUS TREE CONIFEROUS TREE (� TREE DRIPLINE 0 SCHRUB 4 CONCRETE GRAVEL/SAND (AS NOTED) ASPHALT BUILDING LINE ABBREVIATIONS (R#) REFERENCE SURVEYS (OH) OVERHEAD (UG) UNDERGROUND (TYP) TYPICAL (C) CALCULATED (M) MEASURED (RD) ROOF DRAIN §. N w w > Co) Z LL o Co 0 0 d' Z 0 Z � = T � t3 Z R w a/��CO< V �o Z > 0 a: WLV i z 0 m qt Q Q o a-. Lu w O Q w o� 0 � J QD LL !0 �: a = Q r Z 0 1- o Q W a: LL. Cf) o m m C] = 0 a 0 m m 0 U 0 Z m a rn CV Z Q cc W LL_ 0 U Co 0 U L 0 LL 0 gi c o U o �'� t U L a N > _ m m 6 v _y > r7 c 3 V o O U Q V E 0 d L O m Z .� V A W QdoN t �d1N N Q 4-r N N m 00 r N Col � 0 E z 0 c 0 o (D N - r 0 BOUNDARY AND TOPOGRAPHIC SURVEY �M HYDRANT � Z211� 2:.s1k'- __ e 4,d 1.b 280.52 so so' SD 2 so ss — sa " =IsD— s�.- -sD sDsc - 27 s° �S ; GAS VALVE - / — - _ „. MAILBOX ss SS — s — ss — ss — ssss - ss — Ss SSss SS sS - — ss s° —ss /z�� , ;c 77412 04 *' 274ZS 27523 ?7. ,�g:_. -> .. 5P5: t`2 , Q,.. .. s '0 E .6 ,a , I T SS v Rni j I ° # yy 2s2.4e 41 INTX PER PLAN I \ V ! t I 1 { I m 82 < (LID ILLEGIBLE) L 51G LITY a ° APPROXIMATE INTX ;VAULT' �. FOR GREASE TRAP 8; PER SAWCUT LINE 273 ,z . 175.44 p ac i. i iI' i 27 s Zoe » zz 8.9u, �� .i �J ,�sr. J 3X3.G4 ie27a,, 2 'ha':'9 22(�tt1 I#C..1'i 2�62i ,�,?G 6�3 :7E97 i7.S4 ! 2',V 7b�tl7 187.IS "SES t 2, _ z7v cd : -a s�3.oa .�� . NO EVIDENCE OF LOCATION OF INTX W ROOF DRAINS yo I (BUILDING CANOPY HAS CHANGED ss71 P uc} P uG 5�`�� so -1 SINCE PLANS CREATED) i3•� :FEj•C�2830:� :35.t� 28i 4S 284 �9� 28<.<; 2 EXISITING BUILDING [ � _> "'- SD SD 28'i�it5 4, r=tSIv+r' n�ae HORIZONTAL DATUM HORIZONTAL DATUM FOR THIS SURVEY IS NAD 83/91 PER CITY OF FEDERAL WAY. FEDERAL WAY CONTROL POINT NO. 6889 WAS HELD FOR POSITION, AND A LINE BETWEEN SAID POINT NO. 6889 AND CONTROL POINT 6876 WAS HELD FOR ROTATION, BEING NORTH 01'34'24" EAST. VERTICAL DATUM VERTICAL DATUM FOR THIS SURVEY IS NGVD29 PER CITY OF FEDERAL WAY. FEDERAL WAY VERTICAL CONTROL POINT NO. 6889 WAS HELD FOR ELEVATION, BEING 248.01'(NGVD29) °o SD FOR EXISTING WALL DRAIN 9 i it Y0,411'^/ . C�`i9 aY79ftpj� t` Y, N, j mot, . z , t(V JJ CD a Q a C Z: 1 / 2�I'.98e —� O' Q O / n N a 2a%d / SD 297.10 MA 12 71 Q --- �11zz « < ® 25 4w 5 Nif8'31'25"W 7U2.9.9' 97 4 e _ f 98 M.96 VV IIII � VV '_S I 28 vv T 287 80 HYDRANT om mm 29'A9 298 84 -HYDRANT SD FOR EXISTING WALL DRAIN 298.14 SD FOR EXISTING WALL DRAIN 0 15 30 60 SCALE: 1"=30' (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) SURVEY MONUMENT (AS NOTED) SECTION CORNER (AS NOTED) SET REBAR/CAP (LS#45789) o FOUND REBAR/CAP (AS NOTED) © SET 2"X2" HUB/TACK LINE STAKE 0 MAG/WASHER OR LEAD/TACK (AS NOTED) BENCHMARK LUMINAIRE (LUM.) YARD LIGHT ORNAMENTAL LIGHT TRAFFIC SIGNAL LIGHTS 0 POWER METER -0- POWER POLE ® JUNCTION BOX (AS NOTED) ® TELEPHONE MANHOLE ❑ CATCH BASIN (CB) 0 STORM MANHOLE (SDMH) 0 SANITARY SEWER MANHOLE (SSMH) 0 CLEANOUT (AS NOTED) ❑O GAS METER D4 GAS VALVE WATER VALVE (WV) FAUCET FIRE HYDRANT(FH) / CONNECTION(FDC) ® WATER MANHOLE ® WATER METER 0— BLOW -OFF / AIRVAC ® MONITOR WELL n SIGN > IRRIGATION SPRINKLER DIRECTIONAL ARROW HANDICAP x CHAIN LINK FENCE ii WOOD FENCE n HOGWIRE FENCE —** SILT FENCE — O METAL/IRON FENCE —o—� GUARD RAIL/CABLE FENCE — w — w — WATER LINE — G — G — GAS LINE S EAM -- STEAM LINE —T(xx)— TELEPHONE LINE (OH) OR (UG) P(xx)— POWER LINE (OH) OR (UG) -SD — STORM LINE ss SEWER LINE - ROCKERY C? KEYSTONE WALL G DECIDUOUS TREE CONIFEROUS TREE TREE DRIPLINE ° CONCRETE GRAVEL/SAND (AS NOTED) ASPHALT BUILDING LINE ABBREVIATIONS (R#) REFERENCE SURVEYS (OH) OVERHEAD (UG) UNDERGROUND (TYP) TYPICAL (c CALCULATED (M) MEASURED (RD) ROOF DRAIN D. G/t 4N,�O WAS/�o cn z C 46315 © �� q L A�� T N W W > cf)cr Z O � O o ' 0 U �_ O C'3 CK Z w c'o 0 a Q Y Z 0 o cr W = cr_W C�3 W >- o W O� Q z � W m w Q w O � J LPL a 0- a 0 • LLJ Z Z O a L) M. co N LL. >- C/- m m a Q Z �U- O � © Y O O U m m m Z F- H v~, V) m CL 00 rn \ N 1 ■ ■ h 0 (T N — z Q J cr Lu 0 W LL. O O CU v N U L a 0 > (D V i � o Un) 0 m m Dd c i D j E S C $ U co 2N a -, C o o r c � I o� N V E 0 0 v Q C E •� vi o c0 ui � C N � > MO 0 U <00N > '0 0-) N N z i 3 o P j o u'f + N m c ri llO1� co W V c 0 a a X 11I 0 i D 0 J � o z r_ o oco V CD 0 ---------- ............... A EXI T11 P�LEJ TO ------- ---- L:.. ! i :... I i :, �,. 1: 7 1 ':.. i �� 1 , '; i:.l j,: 1<: i `t i I If '-I- �14 ........ . ..... If' EXISTING POLES TO REMAIN I TA 5, P E2 �R@TY TYPICAL OF 11. ,-q ' 3 tl . rl g0j. �06 '1 1113 L QF 0 TYPICAL �A 1 ' 22 I i I I - , .1 ..... .. ..... . �01 lor EXISTING POLJVS TO REMAIN TYIPICA 6 . ......... I P2 xf -- - -------- ---- ---------- ------ ;;1! B", 1111 P . . . ...... ----- . .... . . . . . ....... ...... .. . . . . . .... .... . ............ ......... + .. ........ - - ----- . . ..... ............. LL•- ..................... ................... --------------1. ------ .. . ..... . . ------------- I. I - -- --.- - -- ------- - SITE PLAN SCALE: I" = 40'-0" FIXTURE DES GA NEW 120W LED, SURFACE FLAT L + 15' AFF OEXISTING 343W LED TYPE 5 POLE EXISTING 270W LED TYPE 5 POLE EXISTING 217W LED TYPE 3 POLE FUEL FACILITY - LED (QA� NO SCALE RECEIV� APR 16 201E- N' CITY OF FEDEPAL COMMUNITY DEVF:i not S 344TH ST S 347TH PL S 348TH ST VICINITY MAP BUSINESS ACCESS EXIT 1426 FEDERAL WAY WASHINGTON SURVEY INFORMATION LEGAL DESCRIPTION PARCEL A: THAT PORTION OF THE VACATED PLAT OF EAST TACOMA CENTRAL ADDITION A iON "B , ACCORDING TO T THE PLAT THEREOF RECORDED IN VOLUME 4 OF PLATS, PAGE 43, IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE NORTH 1'34'08" EAST ALONG THE WEST LINE OF SAID SUBDIVISION, 496.66 FEET; THENCE SOUTH 88'35'16" EAST 50.00 FEET TO THE EAST MARGIN OF 16TH AVENUE SOUTH, AS ESTABLISHED BY DEED RECORDED DECEMBER 18, 1989 UNDER RECORDING NO. 8912180080; THENCE SOUTH 88735'16" EAST 470.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 8835'16" EAST 637.61 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF PRIMARY STATE HIGHWAY NO. 1, AS ESTABLISHED BY DEED RECORDED FEBRUARY 9, 2959 UNDER RECORDING NO. 4995246; THENCE SOUTH 17'42'24" EAST ALONG SAID WESTERLY MARGIN 322.56 FEET TO AN ANGLE POINT THEREON; THENCE SOUTH 13°58'06" WEST ALONG SAID WESTERLY MARGIN 167.17 FEET TO THE NORTH MARGIN OF SOUTH :352ND STREET, AS ESTABLISHED BY DEEDS RECORDED MAY 7, 1946 UNDER RECORDING NOS. A66431 AND 3566432; THENCE NORTH 88'31'41" WEST ALONG SAID NORTH MARGIN 707.40 FEET TO A POINT WHICH BEARS SOUTH 1'28'19" WEST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 1'A'19" EAST 467.20 FEET TO THE TRUE POINT OF BEGINNING. EXCEPT THAT PORTION DEEDED TO THE STATE OF WASHINGTON, DEPARTMENT OF TRANSPORTATION BY DEED RECORDED NOVEMBER 06, 2008 UNDER RECORDING NO. 20081106000809. PARCEL B THAT PORTION OF THE VACATED PLAT OF EAST TACOMA CENTRAL ADDITION "B", ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 4 OF PLATS, PAGE 43, IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE NORTH 1'34'08" EAST ALONG THE WEST LINE OF SAID SUBDIVISION 496.66 FEET; THENCE SOUTH 88'35'16" EAST 50.00 FEET TO THE EAST MARGIN OF 16TH AVENUE SOUTH AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 88'35'16" EAST 470.00 FEET; THENCE SOUTH 1'28'19" WEST 467.20 FEET MARGIN OF SOUTH 352ND STREET; THENCE NORTH 88'31'41" WEST ALONG SAID NORTH MARGIN 470.79 FEET TO THE EAST MARGIN OF 16TH AVENUE SOUTH; THENCE NORTH 1'34'08" EAST ALONG SAID EAST MARGIN 466.71 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION DEEDED TO THE CITY OF FEDERAL WAY, A WASHINGTON MUNICIPAL CORPORATION -BY DEED RECORDED MAY 3, 2002 UNDER RECORDING NO. 20020503001231. HORIZONTAL DATUM HORIZONTAL DATUM FOR THIS SURVEY IS NAD 83/91 PER CITY OF FEDERAL WAY. FEDERAL WAY CONTROL POINT NO. 6889 WAS HELD FOR POSITION, AND A LINE BETWEEN SAID POINT NO. 6889 AND CONTROL POINT 6876 WAS HELD FOR ROTATION, BEING NORTH 01'34'24" EAST. VERTICAL DATUM VERTICAL DATUM FOR THIS SURVEY IS NAVD88 PER CITY OF FEDERAL WAY. FEDERAL WAY VERTICAL CONTROL POINT NO. 6889 WAS HELD FOR ELEVATION, BEING 251.56'(NAVD88) LOT AREA 544,436 +/- S.F. (12.50 AC +/-) ADDRESS 35100 ENCHANTED PARKWAY SOUTH FEDERAL WAY, WA 98003 TAX PARCEL NUMBER 219260-0290-00 AND 21926-00180-03 REFERENCE SURVEYS: BOUNDARY LINE ADJUSTMENT NO. 17-100484-SU, VOL. 373, PAGE 208, AFN. 20171103900001 DATE OF SURVEY: THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON November 6, 2018, ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN AUGUST OF 2018. TITLE INSURANCE: ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. NCS-929812-WA1, DATED OCTOBER 9, 2018 AT 7:30AM, INCLUDING APPURTENANT EASEMENTS AND ADJOINING DEEDS FOR UNPLATTED LOTS, IF ANY. IN PREPARING THIS MAP, BARGHAUSEN CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE INSURANCE COMPANY'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT, SURVEYOR'S NOTES: • ALL DISTANCES SHOWN HEREON ARE GROUND MEASUREMENTS IN U.S. SURVEY FEET. • THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP REPRESENT DEED LINES ONLY, AND DON'T PURPORT TO SHOW OWNERSHIP LINES THAT MAY OTHERWISE BE DETERMINED BY A COURT OF LAW. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR IMPLIED. • UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND/OR AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE VERIFIED. • THE LEGAL DESCRIPTION AND SPECIAL EXCEPTIONS SHOWN HEREON ARE PER THE ABOVE REFERENCED TITLE REPORT UNLESS OTHERWISE NOTED. • THIS SURVEY HAS DEPICTED ALL VISIBLE OCCUPATIONAL INDICATORS (IE. FENCE LINES, BUILDINGS, WALLS, ETC. - SEE MAP FOR PARTICULARS) PER W.A.C. 332-130. LINES OF OCCUPATION, AS DEPICTED, MAY INDICATE AREAS OF POTENTIAL CLAIMS OF UNWRITTEN OWNERSHIP. THIS SURVEY HAS ONLY DEPICTED THE RELATIONSHIP BETWEEN LINES OF OCCUPATION AND DEEDED LINES OF RECORD. NO RESOLUTION OF OWNERSHIP BASED ON UNWRITTEN RIGHTS HAS BEEN MADE BY THIS SURVEY OR BY ANY PERSONNEL OF BARGHAUSEN CONSULTING ENGINEERS, INC. • THIS IS A FIELD TRAVERSE SURVEY. SPECTRA PRECISION FOCUS 30, TOPCON GR5 GPS AND SPECTRA PRECISION RANGER DATA COLLECTOR WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN W.A.C. 332-130-090. ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' SPECIFICATIONS AND USED BY APPROPRIATELY TRAINED PERSONNEL. • THIS SURVEY MEETS OR EXCEEDS THE "RELATIVE POSITIONAL PRECISION" REQUIREMENTS SET FORTH IN THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS IN SECTION 3(E). TITLE INFORMATION SPECIAL EXCEPTIONS (PER FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE NO. NCS-929812-WA1 DATED OCTOBER 09, 2018 AT 07:30 AM) 1. GENERAL TAXES FOR THE YEAR 2018. TAX ACCOUNT NO.: 219260-0180-03 AMOUNT BILLED: $ 128,118.65 AMOUNT PAID: $ 64,059.33 AMOUNT DUE: $ 64,059.32 ASSESSED LAND VALUE: $5,899,800.00 ASSESSED IMPROVEMENT VALUE: $2,483,500.00 (AFFECTS PARCEL A) 2. GENERAL TAXES FOR THE YEAR 2018. TAX ACCOUNT NO.: 219260-0290-00 AMOUNT BILLED: $ 61,788.01 AMOUNT PAID: $ 30,894.01 AMOUNT DUE: $ 30,894.00 ASSESSED LAND VALUE: $3,898,400.00 ASSESSED IMPROVEMENT VALUE: $ 0.00 (AFFECTS PARCEL B) 3. POTENTIAL CHARGES, FOR THE KING COUNTY SEWAGE TREATMENT CAPACITY CHARGE, AS AUTHORIZED UNDER RCW 35.58 AND KING COUNTY CODE 28.84.050. SAID CHARGES COULD APPLY FOR ANY PROPERTY THAT CONNECTED TO THE KING COUNTY SEWER SERVICE AREA ON OR AFTER FEBRUARY 1, 1990. NOTE: PROPERTIES LOCATED IN SNOHOMISH COUNTY AND PIERCE COUNTY MAY BE SUBJECT TO THE KING COUNTY SEWAGE TREATMENT CAPACITY CHARGES. TO VERIFY CHARGES CONTACT: (206) 296-1450 OR CAPCHARGEESCROW@KINGCOUNTY.GOV. (NOT SURVEY RELATED) 4. FACILITY CHARGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK-UP, OR CONNECTION CHARGES AND LATECOMER CHARGES FOR WATER OR SEWER FACILITIES OF FEDERAL WAY WATER AND SEWER DISTRICT AS DISCLOSED BY INSTRUMENT RECORDED AUGUST 04, -J986 AS RECORDING NO. 8608041129. (NOT SURVEY RELATED) 5. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR S. 352ND STREET AS GRANTED BY DEED RECORDED MAY 07, 1946 UNDER RECORDING NOS. 3566431 AND 3566432. (NOT PLOTTABLE, BLANKET IN NATURE) 6. RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW, AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STATE OF WASHINGTON: RECORDED: DECEMBER 12, 1958 RECORDING NO.: 4975993 (NOT PLOTTABLE, BLANKET IN NATURE) 7. RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STATE OF WASHINGTON: RECORDED: JANUARY 28, 1959 AND FEBRUARY 9, 1959 RECORDING NO.: 4990939 AND 4995246 (GENERALLY SHOWN HEREON) 8. RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STATE OF WASHINGTON: RECORDED: MARCH 19, 1959 RECORDING NO.: 5009985 (GENERALLY SHOWN HEREON) 9. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF. GRANTOR/TRUSTOR: FEDERAL WAY INVESTORS, A LIMITED PARTNERSHIP, AS NOMINEE GRANTEE/BENEFICIARY: FEDERAL WAY NORTHWEST 348TH EQUITIES, A WASHINGTON LIMITED PARTNERSHIP TRUSTEE: CHICAGO TITLE INSURANCE COMPANY, A CORPORATION AMOUNT: $3,030,0476.90 RECORDED: FEBRUARY 08, 1983 RECORDING INFORMATION: 8302080125 AFFECTS: THE LAND AND OTHER PROPERTY (GENERALLY SHOWN HEREON) 10. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: AUGUST 20, 1985 RECORDING INFORMATION: 8508200809 IN FAVOR OF: LAKEHAVEN SEWER DISTRICT, A WASHINGTON MUNICIPAL CORPORATION FOR: SEWER MAINS AFFECTS: (PARCEL B) AS DESCRIBED THEREIN (PLOTTED HEREON) 11. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: OCTOBER 27, 1988 RECORDING INFORMATION: 8810271104 IN FAVOR OF: KING COUNTY, WASHINGTON FOR: NATIVE GROWTH PROTECTION EASEMENT AFFECTS: AS DESCRIBED THEREIN (DOCUMENTS PROVIDED WERE ILLEGIBLE) 12. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: RECORDED: OCTOBER 27, 1988 RECORDING NO.: 8810271105 (NOT PLOTTABLE, BLANKET IN NATURE - COVENANT ALLOWS ACCESS FOR KING COUNTY TO MAINTAIN AND REPAIR RETENTION/DETENTION FACILITY) 13. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: DECEMBER 27, 1988 RECORDING INFORMATION: 8812270577 IN FAVOR OF: PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINES AFFECTS: AS DESCRIBED THEREIN (NOT PLOTTABLE, BLANKET IN NATURE - DESCRIBES EASEMENT AS A 10-FOOT CENTERLINE OVER, UNDER AND ACROSS THE CENTERLINE OF FACILITIES AS CONSTRUCTED) 14. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: MAY 12, 1989 RECORDING INFORMATION: 8905120218 IN FAVOR OF: FEDERAL WAY WATER AND SEWER, A MUNICIPAL CORPORATION FOR: WATER FACILITIES AFFECTS: (PARCEL B) AS DESCRIBED THEREIN DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED JULY 26, 1991 AS RECORDING NO. 9107260643 OF OFFICIAL RECORDS. (NOT PLOTTABLE - DOCUMENT RECORDED UNDER RECORDING NO. 9107260643 ABANDONS EASEMENT) 15. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: MAY 15, 1989 RECORDING INFORMATION: 8905150793 IN FAVOR OF: PACIFIC NORTHWEST BELL TELEPHONE COMPANY, A WASHINGTON CORPORATION, ITS SUCCESSORS AND ASSIGNS FOR: UNDERGROUND CABLE AND ABOVEGROUND TELEPHONE CABINETS AFFECTS: (PARCEL B) AS DESCRIBED THEREIN (PLOTTED HEREON) 16. RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STATE OF WASHINGTON: RECORDED: OCTOBER 20, 1989 RECORDING NO.: 8910200632 (GENERALLY SHOWN HEREON) 17. RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STATE OF WASHINGTON: RECORDED: DECEMBER 26, 1989 RECORDING NO.: 8912260701 (GENERALLY SHOWN HEREON) 18. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF. GRANTOR/TRUSTOR: ROBERT J. KNUTSEN AND KDE & ASSOCIATES GRANTEE/BENEFICIARY: B. SCOTT BOLLS, EUGENE R. EKBLAD AND FWI LIMITED PARTNERSHIP TRUSTEE: TRANSAMERICA TITLE INSURANCE COMPANY, A CORPORATION AMOUNT: $100,000.00 RECORDED: MAY 30, 1990 RECORDING INFORMATION: 9005301909 AFFECTS: THE LAND AND OTHER PROPERTY (NOT SURVEY RELATED) 19. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: OCTOBER 23, 1990 RECORDING INFORMATION: 9010231411 IN FAVOR OF: COSTCO WHOLESALE CORPORATION, A WASHINGTON CORPORATION FOR: PARKING, INGRESS, EGRESS, LOADING, UNLOADING, UTILITY INSTALLATIONS, ROADWAYS AND INSTALLATION OF BUILDINGS AFFECTS: AS DESCRIBED THEREIN DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED JULY 28, 1994 AS RECORDING NO. 9407280652 OF OFFICIAL RECORDS. (DOES NOT AFFECT SUBJECT PROPERTY) 20. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: RECORDED: OCTOBER 23, 1990 RECORDING NO.: 9010231412 DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED JULY 28, 1994, NOVEMBER 22, 1994, JANUARY 13, 2000, JULY 18, 2000, AND SEPTEMBER 25, 2000 AS RECORDING NOS. 9407280653, 9411220561, 20000113000284, 20000718000262 AND 20000925000332, ALL OF OFFICIAL RECORDS. (NOT PLOTTABLE, BLANKET IN NATURE - DOCUMENTS CONTAIN BLANKET EASEMENTS FOR INGRESS, EGRESS, AND PARKING) 21. A LEASE DATED OCTOBER 23, 1990, EXECUTED BY WEST CAMPUS SQUARE, A WASHINGTON JOINT VENTURE AS LESSOR AND G. 1. JOE'S, INC., AN OREGON CORPORATION AS LESSEE, FOR A TERM OF 30 YEARS RECORDED OCTOBER 23, 1990 AS RECORDING NO. 9010231426 OF OFFICIAL RECORDS. SAID LESSEE, AMONG OTHER THINGS PROVIDES FOR AN OPTION TO RENEW FOR A PERIOD OF 4 ADDITIONAL PERIODS OF TEN (10) YEARS EACH. AFFECTS: THE LAND AND OTHER PROPERTY (NOT PLOTTABLE, BLANKET IN NATURE) 22. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "INDEMNITY AGREEMENT" RECORDED SEPTEMBER 21, 1993 AS RECORDING NO. 9309212251 OF OFFICIAL RECORDS. (NOT PLOTTABLE, BLANKET IN NATURE) 23. LEASE MADE BY WEST CAMPUS SQUARE, A WASHINGTON JOINT VENTURE, LESSOR, TO CIRCUIT CITY STORES, INC., A VIRGINIA CORPORATION, LESSEE, FOR A TERM OF 20 YEARS, AND THE COVENANTS AND CONDITIONS AS THEREIN CONTAINED, AS DISCLOSED BY MEMORANDUM OF LEASE DATED AUGUST 31, 1994, AND RECORDED NOVEMBER 29, 1994 AS DOCUMENT NO. 9411290394. SAID LEASE, AMONG OTHER THINGS PROVIDES FOR AN OPTION TO RENEW FOR A PERIOD OF FOUR (4) SUCCESSIVE PERIODS OF FIVE (5) YEARS EACH. AFFECTS: THE LAND AND OTHER PROPERTY (NOT PLOTTABLE, BLANKET IN NATURE) 24. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: JANUARY 23, 1995 RECORDING INFORMATION: 9501230949 IN FAVOR OF: CITY OF FEDERAL WAY FOR: RIGHT TO ENTER FOR INSPECTION PURPOSES AFFECTS, (PARCEL B) AS DESCRIBED THEREIN (NOT PLOTTABLE, BLANKET IN NATURE) 25, DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF GRANTOR/TRUSTOR: ROBERT J. KNUTSEN, A MARRIED MAN AS TO HIS SEPARATE PROPERTY GRANTEE/BENEFICIARY: MERIDIAN LENDERS III, A WASHINGTON GENERAL PARTNERSHIP TRUSTEE: CHICAGO TITLE INSURANCE COMPANY AMOUNT: $2,358,478.39 RECORDED: AUGUST 18, 1999 RECORDING INFORMATION: 19990818001342 AFFECTS: PARCEL B AND OTHER PROPERTY (NOT PLOTTABLE, BLANKET IN NATURE) 26. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "LICENSE" RECORDED FEBRUARY 08, 2002 AS RECORDING NO. 20020208002178 OF OFFICIAL RECORDS: AFFECTS: PARCEL B (NOT PLOTTABLE, BLANKET IN NATURE) 27. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: RECORDED: FEBRUARY 08, 2002 RECORDING NO.: 20020208002206 AFFECTS: PARCEL B (NOT PLOTTABLE, BLANKET IN NATURE - DOCUMENT GRANTS RIGHT TO THE CITY FOR INGRESS AND EGRESS TO MAINTAIN OR REPAIR SURFACE WATER SYSTEM) 28, THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "CITY OF FEDERAL WAY LOCAL IMPROVEMENT DISTRICT WAIVER OF PROTEST COVENANT" RECORDED APRIL, 29 2002 AS RECORDING NO. 20020429001245 OF OFFICIAL RECORDS. AFFECTS: (PARCEL B) (PLOTTED HEREON) 29. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: OCTOBER 14, 2003 RECORDING INFORMATION: 20031014000196 IN FAVOR OF: LAKEHAVEN UTILITY DISTRICT, A MUNICIPAL CORPORATION FOR: WATER FACILITIES AFFECTS: (PARCEL B) AS DESCRIBED THEREIN (PLOTTED HEREON) 30, EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: OCTOBER 14, 2003 RECORDING INFORMATION: 20031014000197 IN FAVOR OF: LAKEHAVEN UTILITY DISTRICT, A MUNICIPAL CORPORATION FOR: WATER FACILITIES AFFECTS: (PARCEL B) AS DESCRIBED THEREIN (PLOTTED HEREON) 31. ANY CLAIM THAT THE TITLE IS SUBJECT TO A TRUST OR LIEN CREATED UNDER THE PERISHABLE AGRICULTURAL COMMODITIES ACT, 1930 (7 U.S.C. §§499A, ET SEQ.) OR THE PACKERS AND STOCKYARDS ACT (7 U.S.C. §§181 ET SEQ.) OR UNDER SIMILAR STATE LAWS. AFFECTS: PARCEL A 32. MATTERS THAT MAY BE DISCLOSED UPON RECORDATION OF FINAL SUBDMSK)N. SURVEYOR'S CERTIFICATE: THIS IS TO CERTIFY THAT THIS MAP AND THE SURVEY UPON WHICH IT IS BASED WERE MADE BY ME OR UNDER MY DIRECTION AND CORRECTLY REFLECTS THE CONDITIONS OF THIS SITE AS OF THE DATE OF THE FIELD SURVEY ON MARCH 14, 2019. D BRIAN D. GILL00LY, P.L./ WASHINGTON REGISTRATION NO. 46315 BGI LL00 LY@BARGHAUSEN . COM 3/18/19 DATE RECEIVED APR 16 2019 CITY OFOMCOMMUNITFEDERAL DEy DEVELOPMENT W W > CD Z = U- _ O O c CO V > �t ' O � H Co Y Z NY uj = W CD O N Q _z CL iil z Wo cr -j u_ o d' Z W W "- Q W (!) N V- F- W cl�tL o a IO = O m Q Z E- U. >. !— " -6 O p c� m � m � LZ` r c~n T m NZ 00 rn ~ 6 z 0 1L a c o o 0 N .t V > _71 Y m ml c > r7 3 V 0O CL 0 o cam} a a V E 0 V C d N 4-1 a) :3 .g c: � M QOON -00')N C Q C� L0 Ln +..; N co(1) �Nt . ">1 u} Q0 0 Q0 0 0 E z O _c w o 0 / .o iT � m 0 j M arl I I SURVEY SEWER EASEMENT AFN 8508200809 - TEMP CONSTRUCTION SCALE: 1"=30' 6' SIGNAL LOOP FND MONUMENT IN CASE �, 2" BRASS DOME W/SCRIBED "X" 65 66 0,85' BELOW GRADE ®❑ INTX ENCHANTED PRKY AND SOUTH 352ND ST (AUGUST 2018) W W W W cn , 17, I J[' asx.zn 3 -WATERLINE EASEMENT ESMT NO. 9709220715 FIRE HYD�ANT ESMT NO. ''2003101400010= I DRAINAGE STRUCTURE AS BUILT INFORMATION TABLE 1. CB STD CRT 31, CB STD GIRT 63. SDMH RIM=285.45' RIM=261.05' RIM=251.22' 15" CNC SE IE=281.00' 8" CMP N IE=257,64' 30" CONC N IE=245.12' 15" CNC NW IE=281.00' 30" CONC W IE=245.12' 32. CB SOLID LID 2, CB STD GRT RIM=253.80' 64, SDMH RIM=283,55' 15" CNC N IE=249.10' RIM=251.43 15" CNC NW IE=279.50' 12" CNC SW IE=249.10' 15" CNC SE IE=279.85' 12" CNC S IE=249.10' 65. SDMH 8" PVC ESE IE=279.50' RIM=252.20 33, CB STD GRT 3. CB STD GRT RIM=253.18 66. CB SOLID LID RIM=284.96' 12" CNC NE IE=249.28 RIM=251.93 16" CNC NW IE=278.56' 67. CB STD GRATE 8" PVC W IE=278.86' 34. CB VAULT ACCESS RIM=251.61 18" CNC S IE=278.46' RIM=262.18' BTM=252.63' 68. CB STD GRATE 4. CB STD GRT RIM=251.31 RIM=284,36' 35, CB VAULT ACCESS 18" CNC N IE=278.36' RIM=262.10' 69. SDMH 12" CMP W IE=278.06' BTM=252.55' RIM=252.35 18" CNC S IE=278.36' 8" PVC E IE=281.21' 36.SDMH VAULT ACCESS 70. CB STD GRT T2 RIM=262.09' RIM=251.46' 5. CB STD GRT BTM=252.54' 36" CMP E IE=245.96' RIM=283.17' 12" CMP S IE=247.36' 18" CNC N IE=277.17' STD GRT TOP VERT PIPE IE=249.96' 8" PVC E IE=280.62' RIM 2 RIM=2MP OUTFALL PIPE IE=246.01' 18" CNC S IE=277.12' 30" CMP N IE=256.11' N GATE VALVE IE=246.01' 12" PVC NE IE=257.36' ELBOW IE=247.06' 6, CB STD GRT 10" CMP SE IE=256.11' 2ND ELBOW IE=248.71' RIM=286.80' 4' PVC E IE=285.30' 38. SDMH VAULT ACCESS 71. CB Tl RIM=262.58' RIM=261.06' 7. WATER/OIL SEPARATOR BTM=252.58' 8" PVC S IE=256.96' 8. WATER/OIL SEPARATOR 39. CB VAULT ACCESS 72. SDMH RIM=262.78' RIM=261.31' 9. CB STD GRT 8" PVC N IE=256.56' RIM=286.94' 40. SDMH VAULT ACCESS 12" CONC E IE=246.56' 12" CNC W IE=283.74' RIM=262.57' BTM=252.37' 36" CMP SW IE=FULL OF DIRT 8" PVC E IE=284.24' 12" CMP S IE=283,74' 41. CB STD GRT 73, CB TYPE 1 RIM=262.53' RIM=263.84' 10, CB STD GRT 8" PVC N IE=262.38' RIM=287.91' 42. SDMH 8" PVC S IE=262.38' 12" CNC SW IE=285.01' RIM=261.76' 8" PVC NE IE=253.64' 74. CB STD GRT T2 11. CB STD GRT 12" PVC NE IE=256.16' RIM=264.30' RIM=288.38' 8" PVC SE IE=253.64' 12" PVC N IE=258.20' 12" CMP N IE=283.28' 12" PVC SE IE=256.51' 12" PVC W IE=258.55' 18" CNC NE IE=275.98' 8" PVC S IE=260.65' 18" CNC SW IE=275.93' 43. SDMH RIM=26251' 75. VAULT LID T 12. CB STD GIRT . 24" CMP NE IE=253.20' RIM=264.89' RIM=288 84' 24" CMP SW IE=253.12' BOTTOM VAULT=253.72' 13. CB STD GIRT 12" DI NW IE=255.96' 76. VAULT LID RIM=284.46' TOP OF BAFFLE WALL=252.95' RIM=265.22' 18" CNC W IE=274.11' BOTTOM VAULT=253.80' 18" CNC E IE=274.11' 44. CB STD GRT RIM=265.80' 77. VAULT LID 14. CB STD CRT 30" CMP NW IE=254.80' RIM=265.27' RIM=286.90' 30" CMP SW IE=254.80' 12" PVC E IE=263.10' 78. CB TYPE 1 15. CB STD GRT RIM=262.16' RIM=287.56' 45. CB STD GRT 8" PVC E IE=259.52' RIM=266.97' 16. CB STD GRT 12" PVC W IE=264.07' 79. CB STD GRT T1 RIM=287.00' RIM=262.57' 46 .VAULT LID 6' PVC S IE=260.56' S �- Krr=261.52' RIM=288.62' BOTTOM VAULT=252.11' 80. CB STD GRT T1 8" PVC NE IE=282.37' RIM=262.22' 18" CNC W IE=16.32' 47. SDMH VAULT LID 12" PVC E IE=25952' 18" CNC E IE=16.32' RIM=261.10' 81. CB STD GRT T1 18. CB CURB INLET 48. CB TYPE 1 RIM=272.94' RIM=288.63' RIM=260.68' 12" CMP N IE=268.34' 12" PVC N IE=258.72' 19. CB STD GRT T2 82, CB STD GRT T2 RIM=277.51' 49. SDMH VAULT LID RIM=271.71' 12" CMP S IE=264.6l' RIM=261.37' 12" CMP S IE=266.21' 12" CMP E IE=264.61' 18" CNC NW IE=265.91' 12" CMP W IE=264.36' 50. SDMH VAULT LID 18" CNC SE IE=266.21' RIM=261.40' 20. CB STD GRT Tl CONTROL STRUCTURE 83. CB STD GRT RIM=280 61' BOTTOM VERT PIPE=251.63' RIM=268.93 8" DI N IE=277.26' 84. SDMH 21. CB STD GRT T2 51. SDMH VAULT LID RIM=262.84' RIM=279.14' RIM=261.84' 12" PVC NW IE=253.12' 12" CNC N IE=271,99' 52.VAULT LID 18" PVC SW IE=-.--' 18" CNC W IE=269.01' RIM=261.86' 12" PVC S IE=252.97' 18" CNC E IE=269.05' BOTTOM VAULT=251.97' 8" DI S IE=272.19' ST 85. CB ST D GRT 53.VAULT LID RIM=266.42 22. CB STD GRT Tl RIM=261.88' 12" PVC SW IE=262.67' RIM=278.45' 12" CMP N IE=273.59' 54. SDMH 86. SSMH 12" CNC S IE=273.53' RIM=263.66' RIM=283.43' 18" CMP E IE=254.64' 8" PVC E IE=274.28' 23. CB STD GRT Tl 18" CMP W IE=254.21' 8" PVC W IE=274.18' RIM=278.34' 12" CMP SW IE=254.58' 6" PVC NE IE=274.28' 12" CMP N IE=274.11' 12" PVC S IE=256.97' 6" PVC SE IE=274.28' 12" CMP S IE=274.16' 12 CMP NE IE=254.12' W/ELBOW 87. SSMH 24. CB STD GRT T1 TOP OF BAFFLE WALL=254.67' RIM=258.28' RIM=278.37' 55. SDMH 8" PVC E IE=248.03' 12" CMP S IE=275.00' RIM=252.77' 8" PVC W IE=247.93' 25, CB STD GRT 30" CONC E IE=247.97' 88. SSMH RIM=285.84' 30" CONC S IE=247.97' RIM=251.43 8" PVC NE IE=283.04' 56. SDMH 89. SSMH 12" CMP NW IE=282.94' RIM=253.44' RIM=253.07' 8" PVC SE IE=282.99' 30" CNC W IE=248,59' 8" PVC N IE=242.82' 6" PVC E IE=283.04' 30" CNC SE IE=245.69' 8" PVC W IE=242.72' 26. CB STD GRT 57. CB TYPE 1 8" PVC E IE=242.82' RIM=274.21' RIM=251.14' 90. SSMH 12" CMP N IE=272.56' 12" CONC SW IE=246.79' RIM=253.93' 27. CB STD GRT 5T2 8" PVC N IE=248.63' RIM=282.25' RIM=251.18' 8" PVC S IE=248.53' 15" CMP W IE=277.90' 15" CONC N IE=245.18' 8" PVC E IE=248.63' 12" CMP SE IE=278.10' 12" CONC NE IE=246.46' 91.SSMH 8" PVC NE IE=278.20' 30" CONC S IE=245.13' RIM=272.24' 28. CB STD GRT 5SDMH 8" PVC W IE=259.69' RIM=274.94' RIM=250.69' 8" PVC E IE=259.79' 12" CNC N IE=271.99' 30" CONC N IE=246.34' 92. SSMH 15" CMP W IE=270.39' 12" CONC S IE=246.34' RIM=282.77' 12" CMP S IE=272.14' 15" CMP E IE=270.49' 60. CB STD GRT T2 8" PVC NE IE=273.62' 8" PVC SE IE=273.62' 29. CB STD GRT RIM=250.17' 8" PVC W IE=273.52' RIM=265.34' 61. CB STD GRT T1 93. SSMH 18" CMP N IE=258.09' RIM=249.95' RIM=286.77' 12" CNC W IE=258.29' 8" PVC W IE=48.35' 15" CMP E IE=258.04' 94. SSMH 30" CMP S IE=257.64' 62. CB STD GRT T2 RIM=286.76' RIM=250.64' 30. CB STD GRT 30" CONC N IE=245.24' 95. WATER/OIL SEPARATOR RIM=260.82' 30" CONC W IE=245.24' 8" DI N IE=259.02' 30" CMP S IE=245.24' 96. WATER/OIL SEPARATOR 12" CNC E IE=258.82' 8" CMP S IE=258.97' 97. WATER/OIL SEPARATOR LEGEND (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) &� SURVEY MONUMENT (AS NOTED) SECTION CORNER (AS NOTED) SET REBAR/CAP (LS#45789) O FOUND REBAR/CAP (AS NOTED) 0 SET 2"X2" HUB/TACK LINE STAKE A MAG/WASHER OR LEAD/TACK (AS NOTED) BENCHMARK LUMINAIRE (LUM.) G� YARD LIGHT > ORNAMENTAL LIGHT o ` ` TRAFFIC SIGNAL LIGHTS 0 POWER METER -d- POWER POLE ® JUNCTION BOX (AS NOTED) ® TELEPHONE MANHOLE ❑ CATCH BASIN (CB) G STORM MANHOLE (SDMH) p SANITARY SEWER MANHOLE (SSMH) 0 CLEANOUT (AS NOTED) 2 IV GAS METER m GAS VALVE m WATER VALVE (WV) FAUCET FIRE HYDRANT(FH) / CONNECTION(FDC) ® WATER MANHOLE ® WATER METER BLOW -OFF / AIRVAC G MONITOR WELL SIGN D IRRIGATION SPRINKLER J DIRECTIONAL ARROW & HANDICAP - X CHAIN LINK FENCE -- ii - WOOD FENCE - ❑ HOGWIRE FENCE -***- SILT FENCE -0- METAL/IRON FENCE -� -- GUARD RAIL/CABLE FENCE -w-w- WATER LINE -c-c- GAS LINE -sEau- STEAM LINE _-T(xx)- TELEPHONE LINE (OH) OR (UG) -P(xx)- POWER LINE (OH) OR (UG) _--SD - STORM LINE -ss SEWER LINE ROCKERY l KEYSTONE WALL G DECIDUOUS TREE CONIFEROUS TREE TREE DRIPLINE O SCHRUB CONCRETE GRAVEL/SAND (AS NOTED) mg ASPHALT BUILDING LINE ABBREVIATIONS (R#) REFERENCE SURVEYS (OH) OVERHEAD (UG) UNDERGROUND (TYP) TYPICAL (C) CALCULATED (M) MEASURED (RD) ROOF DRAIN I WAS0 w w > f/) Z Z LL = 0 0 0 Z 5 V z 0 Q co Q Z o Ix W _ W co qt z 0 � � Q Li 00 LL CD I- o cr a L.i_ x 0 0 cc ui Z - Z L U L11 0w � N V- N <C LU 13: V- co a Z = H U. #- E'- 0 ° 0 C� m U w Z c~i) M a � o � rn H z 'Q Q cr Lu uu LL. 0 U 0 V r ■ >W LL a ai c 0 o v 0 "' U V N II � cn 0 > i� mj ml > c Q > pt v 3 � U O 0 0 0 a a V i i-+ O 0�c: 0 c w w 0) >o of = <t 06 >i.d � < 0 U) P L_ LQ a-+ m 00 0 V N OD c: r- x � 0 z 0m .n 00 I` CD N v� I,- 0 N U) c» a X 00 r� N V) v � 0 1� 0 0 0 0 o / d N k| co Z uj CD ipc co 0- SCALE: Vum30" CL LEGEND (NOTE: NOT ALL SYMBOLS WAY APPEAR ON THE MAP) SURVEY MONUMENT (A8 NOTED) 0 SECTION CORNER (AS NOTED) m m 0� SET RE8xR/CAP (LS#45789) u FOUND RE8AR/CAP (AS NOTED) o SET 2^X2^ HUB/TACK LINE STAKE A MAG/0mSHER OR LEAD/TACK (AS NOTED) -�' BENCHMARK LUM|NAIRE (LUMj O�{�] YARD LIGHT ORNAMENTAL LIGHT »---lj�TRAFFIC SIGNAL LIGHTS [� POWER METER -0- POWER POLE � JUNCTION BOX (AS NOTED) B) TELEPHONE MANHOLE Fl CATCH BASIN (CB) cc STORM MANHOLE (C0MH) Lu LJ SANITARY SEWER MANHOLE (SSMH) o CLEAN0UT (AS NOTED) Lu El GAS METER= GAS VALVE �X � WATER VALVE (WV) � FAUCET FIRE HYDRANTFH) / CONNB3|0N(FDC) WATER MANHOLE [B WATER METER �- BLOW -OFF /A|RVAC MONITOR WELL z� SIGN > IRRIGATION SPRINKLER DIRECTIONAL ARROW HANDICAP --- » CHAIN LINK FENCE ---x--- WOOD FENCE ---o--- HOgYY|RE FENCE LL ---***--- SILT FENCE ---V--- METAL/IRON FENCE --�--cr-GUARD RAIL/CABLE FENCE --w--w-- WATER LINE --u--u-- GAS LINE —STEAM -- STEAM LINE --T(«»)--- TELEPHONE LINE (OH) OR (UG) p(:») -- --' POWER LINE (OH) OR (UG) ---yn--- STORM LINE ---xv--- SEWER LINE ROCKERY Lj�, KEYSTONE WALL G DECIDUOUS TREE CONIFEROUS TREE CL i } TREE DR|PL|NE CONCRETE �RAVEL/3AND (A3 NOTED) ' . ASPHALT BUILDING LINE ABBREVIATIONS (R#) REFERENCE SURVEYS `~ � � �H OVERHEAD (U() UNDERGROUND -- (TYP) TYPICAL im -~ (C) CALCULATED ~�~ 0� (W) MEASURED �� ~w . `' (RD) ROOF DRAIN w -^ . - ~~ 3, m «.4 ~~�~ =� ^ o�� ~ �� : i � �~ � ' +� �� U -- 0 ' ' QJ oo r_4 U ' � co 0 :3 ^ 0� '^ |U �� m CANOPY AND DISPENSER ISLANDS (NORTH ELEVATION SCALE: 3/16" = 1'-0" CANOPY AND DISPENSER ISLANDS (SOUTH ELEVATION SCALE: 3/16" = 1'-0" 28'-0" EXPANSION e 0 0 N w uj p 2 NE � o QI� uj M Q u z=o ' o 0 T � m ENTRANCE SIDE CANOPY AND DIS NEW FIRE EXTINGUISHER CABINET (TYP 4) NSER ISLANDS SCALE: 3/16" = 1'-0" 32'-0" EXISTING EXISTING FUEL DISPENSERS TO REMAIN (TYP 8) —� 32'-0" EXISTING ST ELEVATION) EXIT SIDE CANOPY AND DISPENSER ISLANDS (EAST EL SCALE: 3/16" = 1' APR 16 2019 CCTV OF FEDERAlo-1 M COAT MUNCCY DEVELOP °tC FEBRUARY 19, 2019 PROJECT # 92-1220-32 D D31-01 FEDERAL WAY 28'-0" EXPANSION EVATI ON ) WASHINGTON SEE DETAILS i 0219 l9rn-n" Fxi.qTiNr, 0219 EXIT SIDE 0219 'COSTCO' A SW 4081 'SAFETY RED' �e ENTRANCE SIDE CANOPY CORN IC 0219 COOL HARVEST 11 STRIPE AND 'WHOLESALE' SW 18051APIS LAZULI' CANOPY FASCIA/ COLUMN WRAPS 'GREY BEIGE' "COSTCO", "SAFETY RED" SW4081 (RED) BACKER, 5/8" OUTLINE "WHOLESALE" AND (3) STRIPES" "LAPIS LAZULI" SW1805 (BLUE) CANOPY SIGN SCALE: 1 /2" = 1'-0" KEY PLAN -At L tAIWINU WNfkKLIt %=IF 1%01$F a %Mir %NOW V III I '%MOP' Gr &� %NO I TA 1111immems Lmm I %w L� LMA I #--A NOOF I gum I I I L�l 111,111 I —A 1 11 %of I NUOV 1 11 1j 1.x %of L-1 X- LjI %IV ISSa I AQUAH, WA 98027 1ON_ ------------------ EXISTING -CURB PROPOSED CURB 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98003 PROJECT ADDRESS: 35100 ENCHANTED PARKWAY. S. D FEDERAL WAY, WA. 98003 (o EXISTING EASEMENT SAWCUT LINE 0 (j) 0 :* COSTCO FACILITY #61 IBC OCCUPANCY CLASSIFICATION: GROUP M IBC fl0 PROPOSED CANOPY ie >NNNNN C) PROPERTY BOUNDARY > w CONSTRUCTION TYPE: 1113 oo PROPOSED ROW DEDICATION U, BOUNDARIES THIS PLAN HAS BEEN PREPARED BY Z INFORMATION: USING A SITE PLAN BY MULVANNY ARCHITECTS, DATED 6/97 0- 0- Q UNION,w I BUILDING DATA: w cj) D BUILDING AREA 153,495 S.F. z UNION, < 0 TIRE CENTER 2,305 S.F. r TOTAL BUILDING 156,250 S.F. a 0 iNN z cl) W W 0 EXISTING PARKING DATA: LL 0 EXISTING PARKING PROVIDED: m 0 9'WIDE STALLS 618 STALLS ibc ACCESSIBLE STALLS 28 STALLS TOTAL EXISTING PARKING 693 STALLS z 1 N =401 NO. OF STALLS PER 1000 S.F. 0 20 40 80 OF BUILDING AREA: 4.43 STALLS N\0q\ PROPOSED PARKING DATA: PROPOSED PARKING PROVIDED: 9'WIDE STALLS 616 STALLS w 10' WIDE STALLS 47 STALLS 1 04 Qbc ACCESSIBLE STALLS 28 STALLS W 0 di TOTAL PROPOSED PARKING 691 STALLS CJ) > OD C-41 L! Lj1 U H U U W U U u n S - NO. OF STALLS PER 1000 S.F. NONNIN, a: E 50.06, 0 < 5,0 OF BUILDING AREA: 0 �S863 0�8'35'00"E 4.43 STALLS S88'35'00"E 470.00' /_Z ZZ/_ZZ �ZZ�'/'/��/Z_Z/_Z_ C:= w ��,��/Z_Z/zzZ/z L i S88-35'00-E 637-61' EXISTING CONDITIONS TO BE FIELD VERIFIED. I tl F I n � .g __ __ _ .. ,t -- I � it /-/7/ 0 /7/ 1-7-11-7-11-7-177177171-1-1 NOTES: FIELD VERIFIED EXISTING CONDITIONS, TO BE u cr) F[T L 0- I'—... -, � `__". n � � �) I 4 V to u tt :10dd lil oo;; If ON c La L if CN '4 CD A it If ff tl t N N A 4' ROW DEDICATION cr KEEPS ROCKERY ON 2 -0 fl it If c 't COSTCO PROPERTY 0 0 0- Z % V) 0 IN, Y/ A COSTCO 1-- 20' BUILDING cr I — K SETBAC Ileo j �[I WAREHOUSE f 0 t,, % 10to�—=.Va.®=_04 j}p00 ZLI _71 1 (D c > IN 'if CL 0 E E3 U A ji V) 0 LJ CD ou If z 5 c0l)/ 1 11 11 , I I V�/ ly It A 3: El 0 Z V) Ln c; CL LLJ % 1 ;5 0 I i I I x �z z u LL z Li CN > :E < n CN (N 0 x It C) (N 00 Ld C) oc) (N r, -3: A U > 00 z LJ z it o o (N < LJ z L() Lc) 0 II U> FUEL C14 CN in 00 uj 114- 't ii III d i f " 1, 1 11 Iva 0 V) ip ii L FACILnif a _3 'lop Lij 'o r --- as f It lilt 11 z - r fy to ji i 14 CN c" /Z_Z /_/z/_ZZ/_Zf�II ��ZZY :�/_/ZZ/ZZ/////Z/ZZ// :D __z �ZZ/�_ -/—Z/-Zz R=25.00" _ _ t_s_ -_ - _ _if A E J�_o _ ---------------------- R UBMITTED It N88'31'25'W 702.99' — — ------------------------- ------- M-4 t. N-1 i ;//77 -------------- NOV 2 2 2019 CD z7NOEEEELOWAYN7 z O0 CD 0 0 (c) a PRELIMINARY SITE PLAN SOUTH 320TH 6 � 5 a SITE i8 !:] SOUTH 352ND NOT TO SCALE VICINITY MAP - PROPOSED 25' BUILDING SETBACK COSTCO WHOLESALE FUEL FACILITY EXPANSION 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98003 li r- EXISTING LOT LIGHT I II I1 .i II in II \ f t tl 11 ii 11 tl n u 1{ n Ii { li AEXISTING DDITIVE TANK = \� TO REMAIN If COSTCO FACILITY #61 FXISTINIr VFNTc, .. EXISTING E.S.O. TO REMAIN O O ,� ,� 11 ,• ` II 2 O ' s { ASPHALT EXISTING LOT 5 LIGHT CURB TO REMAIN IS 4• �3 �r ASPHALT 10 PAINT II I i ... n I { I u l i I II j� 1 li 1 E O II 1 1 � E ii II f I1 n t n 1 tf 1 3 r! IE i F11 !Ii EXISTING 15' WATER EASEMENT 1221.98' u l 1 ketw►exilt, zz 1. g*f_:vLlffl EXISTING ASPHALT EXISTING CONCRETE EXISTING CURB EXISTING CANOPY DRIPLINE EXISTING EASEMENT PROPERTY BOUNDARY F--- 7 ---f - -_ 1 ,F 1 0 0 PROPOSED ASPHALT PROPOSED SLURRY SEAL PROPOSED CONCRETE PROPOSED CURB ------------------ SAWCUT LINE -- PROPOSED CANOPY PRELIMINARY SHEET INDEX: 1 - PRELIMINARY SITE PLAN 2 - PRELIMINARY CLEARING AND GRADING PLAN 3 - PRELIMINARY GRADING, DRAINAGE AND RIGHT-OF-WAY PLAN 4 - PRELIMINARY WATER OUALITY IMPROVEMENTS PLAN 5 - SITE CROSS SECTIONS 1 OF 1- PRELIMINARY LANDSCAPE PLAN OWNER COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 CIVIL ENGINEER BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 FAX: (425) 251-8782 CONTACT: MEGAN E.S. PALMER, P.E. DISTURBED AREA SUMMARY* TOTAL AREA = 18,510 SF EXISTING PROPOSED IMPERVIOUS: 17,514 SF 17,310 SF PERVIOUS: 996 SF 739 SF CANOPY COVERAGE AREA: EXISTING: 3,937 SF PROPOSED: 3,896 SF TOTAL AREA = 7,833 SF QSITE INSTALLATION SCHEDULE 1. PROPOSED 3,892 SF FUEL CANOPY EXPANSION 2. PROPOSED HEAVY DUTY ASPHALT PAVEMENT. 3. PROPOSED HEAVY DUTY REINFORCED CONCRETE FUEL PAD. 4. PROPOSED MULTI -PRODUCT DISPENSER 5. PROPOSED CONCRETE BARRIER CURB. 6. PROPOSED ASPHALT/CONCRETE PAVEMENT SWALE. 7, PROPOSED 3' CONCRETE SWALE. 8. PROPOSED RELOCATED CONTROLLER ENCLOSURE. 9. PROPOSED UPGRADED TRANSFORMER. 10. PROPOSED ARROW PAVEMENT STRIPINu. 11. PROPOSED CHANNELIZATION PAVEMENT STRIPING. 12. PROPOSED STRUCTURAL CONCRETE EDGE FOR CONTROLLER ENCLOSURE PAD. 13. PROPOSED CONTROLLER ENCLOSURE RAMP. 14. REPLACE EXISTING DISPENSER ISLAND AS NECESSARY FOR NEW PIPING. RESUBMITTED NOV 2 2 2019 CITY OF FEDERAL WAY COMMUNITY DEVELOP'MENi LL (j) o � Z �- Q CID CL J W a: Q � a Q J Ill< D z zju- - Q o z°CU Ill W U 1- cc W W 0O a- U. O O t� —I W N V) Ill > OOD 4? -I p d = W � U J <C U s o o Q U cl) — J i o i N 947 �� 4 x` IONA L E�� I- z Q Q N z 0 °' N o V Q N 00 00 O o C'� U �, v D v 'o Ln M Mi 0 3 V y � � n 0 a o 6 N _ r (� U z > CD O zW Co V) Q cn LJ CL .� Q Q E z X Q z� tom► Q N r7 N N Z a 0 00 N r- Z 5 z a rn co 00 In Lo z (N� w i N 00 Z N ujIct N -Ec o Y d. c > V) o a x w Q` z uj a L J / b 8 Jv o E c0NS "5 Q L � o E CI CI z p �� 0 0 o i T as ;W:411111 � � � jo k Tbyp . IN zcc_ gm EXISTING - STORMWATER RETENTION VAULT t j EXISTING CA j BASIN TO RE I vt�i' Mw—w—w. — COSTCO WHOLESALE FUEL FACILITY EXPANSION 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98003 EI 11 11 i,I I� II 1 b ISTIN `LOT EXISTING LOT LIGHT TO REMAIN EXISTING PAVING TO REMAIN COSTCO FACILITY #61 EXISTING COALESCING PLATE OIL/WATER SEPARATOR TO REMAIN , h a� EXISTING STORM v DRAIN MANHOLE TO REMAIN 12 j :o THE 4 ' 11 SD EXISTING _, DDITIVE TAN _ , T TO REMAIN I 8.6% 1 \ CURB, V. ± EXISTING FIR HYD t EMENT 26 ME RANT To Vol REMAIN 1 �\ I it L O \ �p 1 p II , EXISTING VENTS + TO REMAIN/ '' \ k 2 -' �XISTING LOT _-- -_ LIGHT 2 �TO REMAIN / / '� CURB x . a ` I EXI ING STORM \ 1 EXISTING ASPHALT EXISTING CONCRETE EXISTING CURB EXISTING CANOPY DRIPLINE EXISTING EASEMENT 771 //7% �Z'1�� ,_ z_ _ _/ L------------------ SITE DEMOLITION SCHEDULE 3.9% 1. EXISTING ASPHALT/CONCRETE PAVEMENT TO BE J 1 REMOVED AND DISPOSED OF OFF -SITE. j 2. EXISTING CURB TO BE REMOVED AND DISPOSED OF OFF -SITE. 3. EXISTING ROOF GRAIN TO BE REMOVED. itl 4. EXISTING 6" STORM DRAIN TO BE REMOVED. 5. EXISTING 18" STORM DRAIN TO BE REMOVED. S =' 6. EXISTING STORM DRAIN CATCH BASIN TO BE 1 REMOVED. 7. EXISTING CONTROLLER ENCLOSURE AND CONCRETE r 1 PAD TO BE REMOVED. 4 q( 8. EXISTING TRANSFORMER TO REMOVED. 9, EXISTING PAINT STRIPING TO BE REMOVED. ' SANDBLASTING AS NECESSARY, I V I 10. EXISTING UNDERGROUND POWER TO BE RE-ROUTED FOR INSTALLATION OF MODULAR WETLANDS. % 11. DEMO EXISTING DISPENSER ISLANDS AS NECESSARY FOR NEW PIPING. , 12. EXISTING TREE TO BE REMOVED. 1 4. \t _ / RET NTION VAULc sa VEMENT IPA � EXISTING (CATCH 8'9-- BASIN TO REMAIN 5. 9 % / j 4�i c f �) aI - - Mrs) --I art'G7 a(uc) a(uc) — 17 �r .; t \ i lop CU B i s0 s n " i It 1 — EXISTING 1 0" �l _ UNDERGROUND �, ; t N ( - - - - - )WER TO `REMAIN Y�j fING E.S.O. I , " _i f w EXISTING 15' !'I if 1 I�MAIN ` � \ �', � j E �I � WATER EASEMENT - EXISTING TCH f BASIN TEMAIN / YAI SD — — SD SD 50---s0 -- - -J _y—w yr—w w— W 0,:�/ - 1 � �11 SE J/ fl — ---- 1 W w. P w / o S88'31'2 "E 1221.9 ' / �---- ss—ss—ss-----ss—ss—ss—ss—ss— ss--ss—ssw ss _ss--ss—ss —ss i EXISTING REMOVED PAVEMENT TO BE Z _1 SAWCUT LINE ci o qr- PROPERTY BOUNDARY CATCH BASIN PROTECTION tr Q co 0 V, J PERIMETER PROTECTION CC Q0 � U Q Q u.. TREE TO BE REMOVED Z cl Q W Q F D � J Z Q a8cLLI H Q Z W U� Y W U., c� o t„J m �y o cc d wi t W J r*-. W N CO W � OD C3i J a:o 0 <C = W Z o J Q V 0 o U �, - a x z N z a 6 0 C N U N .V z11 z C.O 00 00 d � o a� a d C 0 y N N b O+ y a m N s Q 6z � Lc) a o = sn 0 U rn 1— Z �• coo p V) Lt.i Q � E Z X Q LA_`� Z LiJ N Q r7 N N Z o 0 00N � Z w 0:: cs (.O 00 Z LJ � Z N Q � sLnu') 2 Z5 CN (N w w i N Z N 00 LLJ N —�� o a x w Zi Lo E Lo E o 0 z © o 0 z toll i 7) N v i II II ii If II i( 1, 11 11 II 11 II 11 II 1I I i tl 11 II II 11 i 11 II II I I 1I I, II , I f i 1 i I ( I i 1 i 1 11 II + iI II 1I II f „ II I I, I1 II II tl r Ii II Ii I1 11 11 11 I1 � II 11 II 11 11 ,I 1 fl it r ff II II ii i 11 f ii j 11 r)+j 11 II Q If A tl 11 11 ifl 11 ,I ' 11 I I I II 11 FI II 11 a Ii 11 II II II ZIf it fl 1 II ii u li tf j 11 ttyj II 11 II a� 11 II .I II .I ,I II rr it II II II I II 11 II +1 11 11 II II (I 11 i I 1 Ii Ii II , II II .i I I 11 II 11 11 11 Ii I. II , II 3t it /10 I i 11 11 If Ii i j it t it r�� G—ss—ss--ss— PRELIMINARY DRAINAGE, GRADING, AND RIGHT-OF-WAY PLAN COSTCO WHOLESALE FUEL FACILITY EXPANSION 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98003 /, S I � "T/t I G ° ISM iG LOT' �~! 0 RE AIN5D SD $) # j 1+ a II I I ! I EXISTING VENTS --T-O --R-E,7MAIN'-� - -5COALESCING j I ! a o� PLATE OIL/WATER` 4 EXISTING L T LIGHT SEPARATOR TO REMAIN TO RE AIN I } fLo M nt II + 3i EXI TING PAVING T REMAIN 1 \ D � COSTCO FACILITY #61 Li x P-44 \j 1\1,xv\ I I ; , T. J� 1 J EXISTIN/6'VENTS \ TO/REMAIN �/ EXISTING ' L To ROuI q Lli d tyl f sE TING FIRE �YDRANT TO REMAIN 7i iN / /6-g ` EXISTING VAULT t M TO REMAIN I 11 N� I � + +Z ° s W 3 (j 1 IQ 1� { i E.S.O.' E EXISTING 15' �1 AIN ! WATER EASEMENT 4j � 1 � Ili 1 j G 1 0 7 1 f N �l i ili7 1 3 � I / °70 rn I 1 :Z i 5n / M � ISTING LOT 1 LIGHT !- TO REMAIN i EX16ING CATCH / ,BASIN TO REMAIN SDT so — sa sa s� so--_" - -- _ . 35 ND TR �� W — w — IN A �—-- r7S8� 3 1'25"E 1 21.98` s t— ss ss — s — ss ss — �s — ss ss — ss ss —ss —ss—ss—ss—ss--ss LEGEND EXISTING ASPHALT EXISTING CONCRETE EXISTING CURB EXISTING CANOPY DRIPLINE — --- - EXISTING EASEMENT PROPERTY BOUNDARY PROPOSED STORM PIPE PROPOSED SANITARY SEWER DISTURBED AREA SUMMARY: TOTAL AREA = 18,510 SF EXISTING PROPOSED IMPERVIOUS: 17,514 SF 17,310 SF PERVIOUS: 996 SF 739 SF GRADING QUANTITIES: TOTAL CUT (CY) = 575 TOTAL FILL (CY) = 585 TOTAL IMPORT (CY) = 10 OSITE DRAINAGE SCHEDULE 1. PROPOSED SANITARY SEWER CATCH BASIN FOR UNDERCANOPY DRAINAGE. 2. PROPOSED 44 LF 6" SANITARY SEWER LINE. 3. CONNECT TO EXISTING SANITARY SEWER CATCH BASIN. 4. PROPOSED 6" CANOPY ROOF DRAIN LINES CAA 1,00% MINIMUM. 5. PROPOSED WATER QUALITY MODULAR WETLAND. SEE WATER QUALITY IMPROVEMENTS SHEET FOR DETAILS. 6. PROPOSED 138 LF TRENCH DRAIN (K200). 7. PROPOSED 19 LF 8" STORM DRAIN. 8. PROPOSED STORM DRAIN CATCH BASIN. CONNECT TO EXISTING 8" STORM DRAIN. CONTRACTOR TO VERIFY EXACT LOCATION OF STORM DRAIN PRIOR TO CONSTRUCTION. D SITE UTILITY SCHEDULE 1. RELOCATED POWER ROUTE FOR NEW CONTROLLER ENCLOSURE. 2. RELOCATED COMMUNICATIONS LINE FOR NEW CONTROLLER ENCLOSURE. 3. UPGRADE EXISTING TRANSFORMER. SITE DATUM HORIZONTAL DATUM HORIZONTAL DATUM FOR THIS SURVEY IS NAD 83/91 PER CITY OF FEDERAL WAY. FEDERAL WAY CONTROL POINT NO, 6889 WAS HELD FOR POSITION, AND A LINE BETWEEN SAID POINT NO. 6889 AND CONTROL POINT 6876 WAS HELD FOR ROTATION, BEING NORTH 01`34'24" EAST. VERTICAL DATUM VERTICAL DATUM FOR THIS SURVEY IS NGVD29 PER CITY OF FEDERAL WAY. FEDERAL WAY VERTICAL CONTROL POINT NO. 6889 WAS HELD FOR ELEVATION, BEING 248.01'(NGVD29) PROPOSED ASPHALT PROPOSED SLURRY SEAL PROPOSED CONCRETE PROPOSED CURB SAWCUT LINE PROPOSED CANOPY PROPOSED INLET PROPOSED CLEANOUT PROPOSED SPOT GRADE PROPOSED GRADING SLOPE MATCH EXISTING 0 w J N W 04 0 W J o � � w Z D U 0 o U (j) — �k ✓Nr f N 947 �O �4 x /STER \�� F— Q IONA L ECG "z Q N Z 0 41 C 0 Q ) N ��' u z (.0 > 00 00 O CL J`4) � (Da Nc Y O U L d N w o z a 0 o w o z> O z w Q ZLij z > N z 0 0000 cNv r- z� 3 Z 0) c0 00 zLJ a I I wW n Q •- z L0 Lc) ca z ---,1— W j i Ln� N Z N N ",& o ao Y d: d: ' = c •- v cn � x W oN! s o J z U) z Lu z r -E a i '^ o E o z O y 0 C:) .0 i� PROPOSED 18" -\ PVC STORM DRAIN PROPOSED 48' MANHOLE WATER QUALITY MW#1 PROPOSED FLOW SPLITTING MANHOLE N EXISTING 18" PVC STORM DRAIN TO BE REMOVED EXISTING CURB TO BEREPLACED IN -KIND PROPOSED 9'X17' MODULAR WETLAND WATER QUALITY UNITS ROUTE EXISTING < POWER AROUND PROPOSED WATER QUALITY VAULTS CONCEPTUAL WATER DUALITY IMPROVEMENTS PLAN COSTCO WHOLESALE FUEL FACILITY EXPANSION 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98003 COSTCO FACILITY #61 SAWCUT CONNECT TO EXISTING CATCH BASIN Li PROPOSED 9'X13' MODULAR WETLAND WATER QUALITY UNIT W/ GRATED INLET. CONNECT TO - EXISTING STORM DRAIN LJ WATER QUALITY — MW#2 EXISTING SANITARY SEWER TO REMAIN ��is� � s� / li EXISTING PVC SD 15� TO BE 'S ABANDONED IN PLACE b lt 111111111g) / PROPOSED 3' CONCRETE SWALE PVC STORM DRAIN 4p Is D_ EXISTING CURB TO BE REMOVED EXISTING LOT LIGHT TO BE RELOCATED FOR CURB CUT M.N. 1- i CONNECT 12" STORM DRAIN TO EXISTING CATCH BASIN. REPLACE GRATE W1 SOLID LID. EXISTING 12" PVC STORM PROPOSED 12" DRAIN TO BE PVC STORM ABANDONED IN DRAIN PROPOSED 9'X 13' PLACE. MODULAR WETLAND WATER QUALITY UNIT W/ GRATED INLET. Lj117-11 1 1 MIII SAWCUT 11 CONNECT T EXISTING CAT BASIN EXISTING CURB TO BE REPLACED 61, J4 IN -KIND x 7t5 Y 1 . '! :y;� i I i � ' 11 yo EXISTING CATCH BASIN TO BE REMOVED EXISTING TREE 26119 ��267.04 TO BE REMOVED �2 66J57 ur') M-21(LICZ) T (uG) T( T( : i I X i "I ��'263 Mi 20 u f:-211 267.", \x mail II i 11 II 7 EI WATER QUALITY MW#5 DR AIN V RA C IN STORM To B MAE ABANDONED IN PLACE 9 9 1 1 1 9 1 1 1 6 v b I N R I I F 1 0 0 1 1 9 a 9 1 1 9 g 4 0 a g g a O WATER QUALITY — KEY MAP PROPOSED 5'X9' MODULAR WETLAND WATER QUALITY UNIT W/ SOLID LID. PROPOSED 8" PVC STORM DRAIN PROPOSED STORM DRAIN CATCH BASIN. CONNECT TO EXISTING 8" STORM DRAIN. L CONTRACTOR 'ONTRACTOR TO VERIFY EXACT LOCATION OF STORM DRAIN PRIOR TO CONSTRUCTION. _4F EXISTING 6" < STORM DRAINS I. I h 1 1�4 TO BE REMOVED WATER QUALITY — MW#7 \ \1"' 49 'rlu \ 34 f PROPOSED tt CATCH BASIN IE= 256.67 120.7 i3 "gp ;3 am. '0 RINI 1 11 00 26 21 It 10, II II ii II LIGI 4 (UG) If Tfuckkw 261,16 Z WATER QUALITY MW#3 EXISTING 12" PVC STORM DRAIN TO BE REMOVED AND REPLACED. PROPOSED 12" SD 0 1.06%. f, SAWCUT TAEXISTING CCH BASIN 0 BE REM 0 D T(tjc' T(uc) PROPOSED 9'X21' MODULAR WETLAND WATER QUALITY UNIT W/ GRATED INLET. (j) > o OD J a: 00 < w ti Cp 947 <:z� x /947 S 1 /0'V A L U) c ui u 0 w :z Z It 0 < > z 00 00 0� 04 4) (14 a_ c > c CA 0) Lf) CL 75 LJ CD CN O V) Z LLJ V) LLJ X < 'z E LL_ LLJ 0 -4 to CN (N 00 z 3: 00 (N r- z �o 00 > z LAJ Ji Li z Lo C'%J FN U-) U-) u.J CN z 00 uj CN CN Lr > x LIJ .3 A(/ rn C) (D => z Lu C.7 _j c: -E (o .0 E z 0 0 '2) (.0 0 0 V) CD ci SITE CROSS SECTIONS COSTCO WHOLESALE FUEL FACILITY EXPANSION 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98003 COSTCO FACILITY #61 Z `� Ce) 8 za 0 U y CID J t>- Wn¢3a Km -0 KiR rT s 245 07. u EXISTING GROUND - .i yam: :. ;T+•--.. � ^;'S'v;�:: . ,.°- tD N N N M N N O N N N Lo (V N N � 2 N 2 5 CROSS SECTION A A H: 1 "=20', V: 1 "=5' EXISTING -\ —PROPOSED, aSHED GRADE -FUEL-STAT'IM SLAB d N O N N i j N do' N — N _ M N Lq N cq N _ 2 n► p N 2 5 CROSS SECTION B B H: 1 "=20', V: 1 "=5' 260 256 ,� 245 w 1� QW 0 w a Q Q Z W 3 _ 0JQ oD so t� V/ a Vj U - L i i w o) x f- 0 z N z a C o v U N s0 Z CO _ >00 00 n 0 rn °' o y 'o y C C Y > M 0- 3 y CL d N m d Q O U cn V o 0 U cv H z > coo Ci Z w \ N J � p) i Z Q Z N W N li Z o Q r7 N N p O N 00 z 00 z0)(000 �z w� � Q ! `� Z co 'S tf1 t � Z r to � I--' w % In U-) a N z N00 L.Li .�� tV) c 0 x x G W ti w / o Gp�S E L Q / o L ) a E o o z 0 C O cd0 .n V O 7 Vl CL N iy 1 10=20' REMOVE AND CAP PORTIONS OF EXISTING IRRIGATION NO LONGER NECESSARY FOR NEW BED LAYOUT. RE-ROUTE ANY PORTIONS OF EXISTING IRRIGATION THROUGH EXISTING BEDS 41 V) '11,11 ......... V II v . .... ..... cr_ > LL 03 41 (L EXIS L H t T so H TO REMAIN Iq 11 i 1 ol LLJ 00 III I V II it A, XISTING E.S.O. TO RE AAIN \VN ISTIN LG I 0 RE LOT AIN EXISTING VENTS TO REMAIN TING LOT LIGHT TO REMAIN EXISTING PAVING TO REMAIN ii5ollgm ... lii�i O'l m ..... ..... A "T ilk COSTCO FACILITY #61 LEGEND EXISTING LANDSCAPE AND IRRIGATION TO BE RETAINED. . ......... SOME MODIFICATIONS TO THE EXISTING IRRIGATION MAY BE NECESSARY. RETURN AREAS TO PRE —CONSTRUCTION CONDITION TREE RETENTION EXISTING TREES TO BE REMOVED: 4 PROPOSED NEW TREES: 6 PLANT SCHEDULE SIZE CVkAQr)1 BOTANICAL- / COMMON NAMES CONDITION SPACING QUANTITY HEIGHT /WIDTH /REMARKS TREES: CERCIDIPHYLLUM JAPONICUM 2" CALIPER AS SHOWN 6 STAKE & GUY ONE GROWING SEASON; KATSURA BRANCHING STARTS AT 5' ABOVE ROOT FLARE NOTE: CALIPER IS MEASURED AT 4.5' ABOVE FINISH GRADE SHRUBS: BR BERBERIS THUNBERGII 'ROSY GLOW 24- HEIGHT AS SHOWN 6 FULL AND MATCHING BARBERRY AZALEA SP. 'HINO—CRIMSON' 18" HEIGHT AS SHOWN 11 FULL AND MATCHING EVERGREEN AZALEA GROUND COVER: LAWN, SEED OR SOD. COMMERCIAL SEED MIX ARCTOSTAPHYLLOS UVA—URSI 1—GALLON 24" O.C. 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V 18215 72ND AVENUE SOUTH 6076 ' �` , KENT, WA 98032 10 (425) 251-6222 ® Sheet (425) 251-8782 FAX yGINEERING, LAND PLANNING, E1-0 sG<T ��`� SURVEY, CIVIL iING, ENVIRONMENTAL SERVICES /MG E N 041 m po 7' 0OC/) O� Z t7Dn -zImxD Z=Z (n tnr D m Nn=Cn X = iCSI Dzm� m CM ;U rn0m = O-0Zm o m> _ -� -I 0 yoc (n Zx m 0 U z m Z cn z M o m 0 c�;;0 DO (nu)Z C/) Z < -iop m m > o 0 D o m 0 ©zm O m ao r� (n €D m Z -o o D x 0 Z = D xm0 Monc)D(nr- McD =G)�rr-0 ��Zr-pZOr-r En-i000 �=� Z �m-oCZ O-n>=C!)-r-I nM�Z0 ==p i_ Zmmv, cRmv��-I;U0 r-KxMZO=10Mr Orm-- r G7DZMX(A Zm0>00 -)�DZ074 G)D-OZZp(nn • z1MOOpW--40 rniZ0Z>ZC:::i DAD �ZZCrnC-<Z© n 00-4U) F (n�M �-7-UZO '*m{n -- m Om��0U) -r ,"242�con< m v;i00 X M p Enm;om= < �2vvmi M Mm0KM�� MO- rg Z Z M Ln L0 M M(- r ZC}-� 0 DZZ D Dmm -1 i (n - Z O 0 x O O = (!) 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Revision Job Number G H A O S 18215 72ND AVENUE SOUTH Designed 0V Scale: n o MASTER RELEASE For: Title; CONCEPTUAL TANK AND PIPING 6076 �' DENT, WA 98032 m 2 Drawn BD Horizontal Z Z Cf)V DATE: 2/16/2018 CORE SITE PLAN FOR SITE EXPANSION (425) 251-6222 <425) 251-8782 FAX Checked OV N/A � -� c COSTCO WHOLESALE 35100 ENCHANTED PARKWAY SOUTH Sheet n U 0 Z �� „i4, .,4 ,.. CIVIL ENGINEERING, LAND PLANNING, Approved JSG Vertical O 999 LAKE DRIVE FEDERAL WAY, WA 98003 _ T1 C r�NG G \N�F� SURVEYING, ENVIRONMENTAL SERVICES Date 9 14 18 N/A 0 ISSAOUAH, WA 98027 COSTCO GASOLINE F AGILITY #Of1 EN z File:P:\06000s\6076\exhibit\2018 Expansion\2018 Conceptual Tank and Piping Plan for Expansion\6076 Conceptual Tank and Piping Plcr 'or Expansion 2019-03-28.dwg Date/Time:3/29/2019 4:57 PM Scole:0.386863 ALAZARO Xref: ---- i1ii:i;r4 Maya COSTCO WHOLESALE FUEL FACILITY EXPANSION ___ _ 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98003 0 �cl)0 .0 0 COSTCO FACILITY #61 T > UJ co lw=20' LEGEND Q_j EXISTING ISTING LANDSCAPE AND IRRIGATION TO BE RETAINED. p < ..................... ............ SOME MODIFICATIONS TO THE EXISTING IRRIGATION MAY Q. ILL BE NECESSARY. RETURN AREAS TO PRE -CONSTRUCTION a Q _j CONDITION w w LANDSCAPE CONTRACTOR TO ADJUST EXISTING LANDSCAPE AND IRRIGATION TO BE REMOVED. < E z LL EXISTING IRRIGATION SYSTEM TO �j 0 CAP AND REMOVE PORTIONS OF EXISTING IRRIGATION ACCOMMODATE NEW SITE UTILITIES NO LONGER NEEDED. RE-ROUTE PORTIONS OF EXISTING > m IRRIGATION SYSTEM AS NEEDED < w 0 .......... r .......... gg If CL w W o > LOT EISTIN aC LIG EXISTING TREE TO BE RETAINED, TYPICAL. PROTECT v RE 'AIN 0 DURING CONSTRUCTION 0 M $ID 1 I'Vo EXISTING TREE TO BE REMOVED, TYPICAL. WHERE NEW If PLANTS ARE SHOWN TO BE INSTALLED WHERE A TREE IS TO BE REMOVED, LANDSCAPE CONTRACTOR TO T�o REMOVE ENOUGH ROOTMASS IN ORDER TO BE ABLE TO �:A; INSTALL NEW PLANTS jj I IfEXISTING VENTS TO REMAIN TING LOT LIGHT EXISTING PAVING TO REMAIN ........... EXISTING VENTS/ TO REMAIN/ /&STING LOT LIGHT TO REMAIN CONTRACTOR TO ADJUST EXISTING IRRIGATION SYSTEM AS NECESSARY TO ACCOMMODATE NEW PLANTINGS AND TO PROVIDE ADEQUATE WATER TO ENSURE GROWTH. NOTIFY LANDSCAPE ARCHITECT IF EXISTING LATERAL LINE AND VALVE ARE INSUFFICIENT TO PROVIDE ADEQUATE WATER TO NEW PLANTINGS ........ yv.. -r/........... ... ......... ..... .......... . .... ..... .. . .... ...... 11 ........ L J EXISTING 15' . ....... WATER EASEMENT . .. . ... ........... ........ . ........ . .......... ........ . T .... .. .... 6.0 SO SO -7 ............... y .. ......... /" REMOVEAND CAP PORTIONS OF EXISTING IRRIGATION NO LONGER NECESSARY FOR NEW BED LAYOUT. RE-ROUTE ANY PORTIONS OF EXISTING IRRIGATION THROUGH EXISTING BEDS TREE RETENTION EXISTING TREES TO BE REMOVED: 4 PROPOSED NEW TREES: 6 PLANT SCHEDULE !;YMROI BOTANICAL / COMMON NAMES SIZE CONDITION SPACING QUANTITY HEIGHT/WIDTH /REMARKS TREES: CERCIDIPHYLLUM JAPONICUM 2" CALIPER AS SHOWN 5 STAKE & GUY ONE GROWING SEASON; KATSURA BRANCHING STARTS AT 5' ABOVE ROOT FLARE NOTE: CALIPER IS MEASURED AT 4.5' ABOVE FINISH GRADE SHRUBS: BR BERBERIS THUNBERGII 'ROSY GLOW' 24' HEIGHT AS SHOWN 16 FULL AND MATCHING BARBERRY O AZALEA SP. 'HINO—CRIMSON' 18" HEIGHT AS SHOWN 22 FULL AND MATCHING EVERGREEN AZALEA GROUND COVER: LAWN, SEED OR SOD. COMMERCWL SEED MIX vvvvvvvvvvvvvv ARCTOSTAPHYLLOS UVA—URSI 1—GALLON 24" O.C. AS REQ'D HOLD 18- AWAY FROM KINNIKINNIK BORDERS, SHRUBS AND TREES; TRIANGULAR SPACING RESUBMITTED MAR 16 2020 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT w N W CV (:) > 00 _j o r w < 0 o F- 0 cj) 0 < cr) 0 (j) 9 (n -6 41 C 0 N L_ 0 0 C14 st — Z�z 11 fl) 00 r.0 co O 0 -0 0 4) 04 < .7 > Q) 4) < V) - 00 LLI 0 ::D > z 0 Ld Z:) x Zz uj CN LL_ >< re) C) 04 C*14 00 C14 z ir 0 C) 00 C14 (D z r- 00 oz Lo C14 1714 :z Lo U') 04 :Z 00 ui > C14 0�� > 5 ►3Af t c\j ui A� _E cc) (11D 0 -0 E CD z:3 0 0o m 0 ♦<' CD a- FAIM IVV� llll 111�111 SOUTH 320TH 6 5 SITE FEDERAL WAY COSTCO SOUTH 35214D NOT TO SCALE VICINITY MAP 1 COSTCO WHOLESALE FUEL FACILITY EXPANSION COSTCO FACILITY #61 II ..c_l� Ii 0 11 it {t� 11 11 � \\\\ II II � ISTIN LOT r— �\ it 11 i3 II II I u n n r LIG ii n i �/ -\ ` J { 0 RE AIN �t u f n u II 11 1 II it Il 11 tl II II II II 1 11 II 11 it II it it 11 it II 1 il it II II it "D I{ 11 11 Ii II 11 II II II ,i II If II II ii 11 `' it � 11 it II II tt 4LY EXISTING LOT LIGHT EXISTING MAIN ,f TO REMAIN ADDITIVE TANK t, \ --_�� TO REMAIN ^� 1 -- __ -10 T -- 11----------- -7 _;_--"' / EXISTING VENTS �' .. ;... .. �j 10 / TO REMAIN 00 EXISTING LOT LIGHT TO REMAIN 1 RAINT �- ASPHALT 5 ASCUF 1 1 1 ` cl c PAI i 1 I I I O 11 19 II I II 11 it 1 T II 11 11 � II 1 II Fix' L------1 iR II - EXISTING 15' WATER EASEMENT mix EXISTING "NO PARKING" SIGN TO REMAIN LEGEND EXISTING CONCRETE _________ EXISTING CURB EXISTING CANOPY DRIPLINE - - EXISTING EASEMENT PROPERTY BOUNDARY PRELIMINARY SHEET INDEX: 1- PRELIMINARY SITE PLAN 2 - PRELIMINARY CHANNEUZATION PLAN 3 - PRELIMINARY CLEARING AND GRADING PLAN 4 - PRELIMINARY GRADING, DRAINAGE AND RIGHT-OF-WAY PLAN 5 - PRELIMINARY WATER QUALITY IMPROVEMENTS PLAN 6 - SITE CROSS SECTIONS 7 - FUEL TRUCK ROUTE EXHIBIT 8 - PASSENGER VEHICLE TURN EXHIBIT 1 OF 1 - PRELIMINARY LANDSCAPE PLAN COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 CML ENGINEER BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 FAX: (425) 251-8782 CONTACT: MEGAN E.S. PALMER. P.E. DISTURBED AREA SUMMARY: TOTAL AREA = 16,969 SF EXISTING PROPOSED IMPERVIOUS: 15,973 SF 16,084 SF PERVIOUS: 996 SF 885 SF CANOPY COVERAGE AREA: EXISTING: 3.937 SF PROPOSED: 3,896 SF TOTAL AREA = 7,833 SF i (DSITE INSTALLATION SCHEDULE 1. PROPOSED 3,892 SF FUEL CANOPY EXPANSION 2. PROPOSED HEAVY DUTY ASPHALT PAVEMENT. 3. PROPOSED HEAVY DUTY REINFORCED CONCRETE FUEL PAD. 4. PROPOSED MULTI -PRODUCT DISPENSER 5. PROPOSED CONCRETE BARRIER CURB. 6. RECONSTRUCTED DRIVEWAY PER CITY OF FEDERAL WAY DETAIL 3-7. 7. PROPOSED 3' CONCRETE SCALE. 8. PROPOSED RELOCATED CONTROLLER ENCLOSURE. 9. PROPOSED UPGRADED TRANSFORMER. 10. PROPOSED ARROW PAVEMENT STRIPING. 11. PROPOSED CHANNELIZATION PAVEMENT STRIPING. 12. PROPOSED CMU WALL FOR CONTROLLER ENCLOSURE PAD. 13. PROPOSED CONTROLLER ENCLOSURE RAMP, _ D/W RESUSMITTED S8931'25"E 1221.98' MAR 16 2020 Crrr' OF FEL)EPA+. WAY SOMMi,; tTY L?E1tE1,p�NcTl7' CL CL U m o z 91 O Z O �? Q Q 0 � z ��o Q^ � Q coV, (L < 0 + Q z Q O J�wcn W z W a. 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OSITE INSTALLATION SCHEDULE 1. PROPOSED 4" WIDE YELLOW LANE STRIPING. 2. PROPOSED 4" WIDE WHITE LANE STRIPING. 3. PROPOSED MUTCD 38-24A DIRECTION ARROW. 4. PROPOSED MUTCD 313-24B DIRECTION ARROW. 5. EXISTING MUTCD R 1-1 STOP SIGN TO REMAIN. 6. PROPOSED 24" STOP BAR PER MUTCD 3B-16, 7. PROPOSED MUTCD R1-1 STOP SIGN TO REMAIN. PROPOSED ASPHALT PROPOSED SLURRY SEAL PROPOSED CONCRETE PROPOSED CURB SAWCUT LINE PROPOSED CANOPY Q _1 CL O a to o o y 0 Q 0 Z N � � Q O °C Q Z < Q O �' >- U Q Q<0 z w U Ep J 0 ` Q�wcn a Z Z �j�� o w U _ J LL m � Q a 0 o jr- z J � N � W � O Q =W3 �a= II°JD o�0 U rj) 9 �4. F WAS�,� c�F� t% s Z � 5494 n C R FSSIONALT�� v O N U a 7 7 7 ` V i to y y M C s 0 CL O 0 U Q O O Y! IC � L 4-1 D ._ 0 v>I C w C N � M 00 �a)N Z N�iko C ti In to 4-+ tN m m O V N C: N OD I- �- N P c 0 C a Q 0 S88'31'25"E 1221.98' co E � _ z O L O 0 +_ (A (� 04 � q 11 l�� I I I i 11 VV�w M�lllillll � � i ill''211111 kvbl FA 0 � � LEGEND COSTCO WHOLESALE FUEL FACILITY EXPANSION I . . '' I E„s„„G CONCRETE =_ 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98003 EXISTING CURB �r COSTCO FACILITY #61 — — EXISTING CANOPY Da=L„E 19-20' EXISTING EASEMENT I E II It II II II II II iI it it 11 II I I • I I I 1 I 1 I 1 II ti II L it }{jt rl II I it 11 \ 11 1 I 11 11 i i I ' I I I I II II 1! 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Q SITE DEMOLITION SCHEDULE I % I 1. EXISTING ASPHALT/CONCRETE PAVEMENT TO BE REMOVED AND DISPOSED OF OFF -SITE. 2. EXISTING CURB TO BE REMOVED AND DISPOSED OF OFF -SITE. ` TCH 3 SIN I ET PR ECTIO �r 3. EXISTING ROOF DRAIN TO BE REMOVED. ISTIN ATC 4. EXISTING 6 STORM DRAIN TO BE REMOVED. SIN T MA 5. EXISTING 18" STORM DRAIN TO BE REMOVED. !s 6. EXISTING STORM DRAIN CATCH BASIN TO BE - - ; . REMOVED. u r 2 ' 7. EXISTING CONTROLLER ENCLOSURE AND CONCRETE - \ PAD TO BE REMOVED. JT ', EXISTING FIRE HYDRANT TO I 3 7% 8. EXISTING TRANSFORMER TO BE UPGRADED. --..% �, REMAIN � ' 9. EXISTING PAINT STRIPING TO BE REMOVED. SANDBLASTING AS NECESSARY. 10. EXISTING UNDERGROUND POWER TO BE RE-ROUTED FOR INSTALLATION OF MODULAR WETLANDS. ! \, `, �, ! 11, EXISTING TREE TO BE REMOVED. 12. PORTION OF EXISTING COMMUNICATIONS SERVICE TO 69 - BE REMOVED/ABANDONED. CURB I \ o PAVEMENT ils- I I EXISTING CATCH B71N TO REMAIN 5. % 4 0 / 1. UG 5t� 1 a ' _ ' ..�_ T(UG) — T(UG' lop 9E _._ UBLE I CATCH BAST INLET SD ' PROTE ION s ;/{ z 2 iiiNNN CURB Z N Qa 0-11 1i I L N II i I~ 11 N X 07 EXISTING 15' f WATER EASEMENT , yS i EXISTING CATCH / BASIN TO REMAIN, lY PAVEMEN k25 1.4 so— SD—sO_JsD —SD �SD- �rr///ii��(((�t�1/ N--w—w—ww - r w w_ w- - ,- kVEMENT S8 '31'25"E ss — ss — s G — ss — ss ss — ss ._ss ss- ss ss ss EXISTING PAVEMENT TO BE REMOVED SAWCUT LINE PROPERTY BOUNDARY CATCH BASIN PROTECTION PERIMETER PROTECTION TREE TO BE REMOVED Q J °- a o Z O 00 N cr V >- w Z ° Z Q Q _jZQ° CL z Z w W ° U Y vU. W Q Q m' cc Z a— o o z U- t.S. p9` o N i I 5494 _'`FSS ©01 S I �N� a� NA L �... v C gi c N ` \ sN z to 0 II °- (i UJI o In M c s > o cs — 0 o v a o° 1 i C d Q) 4-1 .L 0 W _ 0 �01N '� :3 N i0 Ln a-,' tV co� d U � a)N r`S�lt 6 E 191 ■n • q 11 � II .i II II II (i 11 II II it II II I� ii ii E I I i I i 5 I It it ((jjj II 4 I�i II it 11 11 Ii II it I I ( I i I I 1 \ Ii 11 II II ,1 it 11 11 II II it it 11 ii 11 II it I II II / I 11 II jII 11 it 11 II II Y II ,I 11 Q II .w■ i i II II II I II I II I I ii II II Q " 11 II .i I I II z " f W1i 10 ii „ i II II II 11 II � II I I Ir II I II II II 1 I II II I I II II II II II tl I 11 II � II II II r 11 ii P 11 ¢I 1 I II Ii �, JI ii fi II II it II 11 II II II II Ii � 11 II II II I II it II II 11 II II Ii 11 tt I, li ii / II II II u I L=__-v'�`J �Pv _ __ ,- 0-- ss — ss — ss __ PRELIMINARY DRAINAGE, GRADINGAND RIGHT—OF—WAY PLAN COSTCO WHOLESALE FUEL FNCILITY EXPANSION 35100 ENCHANTED PARKWAY. SOUTHFEDERAL WAY, WA 98003 0. g o EXISTING LIG 0 RE LOT AIN \ s / 1 I I I I , I I I I i I t I I i �I I 1 I 1 i I , 1 I I I 1 �1� i �17 �o s� _EXGTtIVt_ COALESCING PLATE OIL/WATER ado{ EXISTING L SEPARATOR TO REMAIN T LIGHT TO RE AIN c r TO REMAIN COSTCO FACILN #61 I! ,I, �I �►E II' !� J 7i ii 1 jj u « I ��} ; _7 \\ V'OL -EXISTII�VENTS -4 I TO REMAIN _ E I TING PAVING / iLQ REMAIN \ 1 EXISTING r LOT 1 I 1 LIG TOAIN 1 1 1 1 � 1 I 1 1 260.9t ME I' :.a EXISTING VAULT >X / Lr' u lu . . .. ';° \ E�1STiNG FIRE I YDRANT TO `/ REMAIN 7 I � 014 :- T - II ,n Z t � a t< f OX, 67.tME NO 1 �.._ (l1G t I 1 � a 1 rn:2 O e. r j v i 1_ to ' N W '.XISTING 15' lv / f� E�61SIG CATCH 9ASIN TO REMAIN / 71 t M r _ _ LO A!N ' --------- -- -- so so sa — sa — sa ISD -- so — sa - v 73 / '_. w _ ...._._ ar . . w IN ..._ �— IN w w w EXIS NG CATCH ND PTRET BAS IN TO REMAIN ` _S8 '31'25"E 1{ 21.98 AND SET TO C t — FINISHED GRADE SS ---\ ss — SS ss ss "Ss 55 ss ss ss _ ss _ ss _ ss _-. ss ss _-_- ss LEGEND ,I h . • PROPOSEDASPHALT EXISTING CONCRETE y i PROPOSED SLURRY SEAL EXISTING CURB I %f --------------- °, a�.` PROPOSED CONCRETE EXISTING CANOPY DRIPLINE o° EXISTING EASEMENT PROPOSED CURB PROPERTY BOUNDARY = - - - - - - - - - - - - - - - - - SAWCUT LINE ____ PROPOSED CANOPY PROPOSED STORM PIPE ---- PROPOSED SANITARY SEWER PROPOSED INLET PROPOSED CLEANOUT 0.54% t00, 0__._M•E.t� q)SITE DRAINAGE SCHEDULE 1. PROPOSED SANITARY SEWER CATCH BASIN FOR UNDERCANOPY DRAINAGE. 2. PROPOSED 44 LF 6" SANITARY SEWER LINE. 3. CONNECT TO EXISTING SANITARY SEWER CATCH BASIN. 4. PROPOSED 6" CANOPY ROOF DRAIN !._NES 0 1.00% MINIMUM. 5 PROPOSED WATER ETLAND. SEE WATER OUATYMPROVEIOMENTSDS EETWFOR DETAILS. 6. PROPOSED 138 LF TRENCH DRAIN (K200). 7. PROPOSED 19 LF 8" STORM DRAIN. 8. PROPOSED STORM DRAIN CATCH BASIN. CONNECT TO EXISTING 8" STORM DRAIN, CONTRACTOR TO VERIFY EXACT LOCATION OF STORM DRAIN PRIOR TO CONSTRUCTION. 9. PROPOSED 6" FOOTING DRAIN LINES 0 1.00% MINIMUM. ® SITE UTILITY SCHEDULE 1, RELOCATED POWER ROUTE FOR NEW CONTROLLER ENCLOSURE. 2. INTERCEPT EXISTING COMMUNICATIONS LINE FOR NEW CONTROLLER ENCLOSURE. 3. UPGRADE EXISTING TRANSFORMER. SITE DATUM HORIZONTAL DATUM HORIZONTAL DATUM FOR THIS SURVEY IS NAD 83/91 PER CITY OF FEDERAL WAY, FEDERAL WAY CONTROL POINT NO- 6889 WAS HELD FOR POSITION, AND A LINE BETWEEN SAID POINT NO. 6889 AND CONTROL POINT 6876 WAS HELD FOR ROTATION, BEING NORTH 01'34.24" EAST. VERTICAL DATUM VERTICAL DATUM FOR THIS SURVEY IS NGVD29 PER CITY OF FEDERAL WAY. FEDERAL WAY VERTICAL CONTROL POINT NO. 6889 WAS HELD FOR ELEVATION, BEING 248.01'(NGVD29) PROPOSED SPOT GRADE PROPOSED GRADING SLOPE MATCH EXISTING PROPOSED TOP OF WALL GRADE Z O.. Q r-° o �CJ)0 N d I� Q Z Q W 0) z 0 �G Q0. 4 � Q a Q Q 0 ui uj lzJ O CL O Q = Q w o O Y ow w UL iiii m a 5 J W E z LL J N Q L(J O 00 W o � oa =w� �a= O J D o � �, . S . ,oq` E $ A Sy/ * I O I N � I i 5494 o,�F AFC / SO, SsIONA L ECG �•'► El c O v Q y o N N Z !n =11 0 rn �I � �I U 'o v+ ; cYi ° m m a o v a 0 o o V C = v r _ � t O 0 = uJ N < 00 N � N L LO ,F; N cv coOD O U N, N ' co z 0 t c JD ,d. PROPOSED 18" PVC STORM DRAIN / EXISTING TREE f TO REMOVED `J PROPOSED FLOW SPLITTING MANHOLE r ` j t 1 EXISTING 18" PVC STORM DRAIN TO BE REMOVED EXISTING CURB TO BE,_REPLACED IN -KIND PROPOSED 48" MANHOLE ROUTE EXISTING / POWER AROUND !\ PROPOSED \ WATER QUALITY \ VAULTS WATER QUALITY - MW#1 I j SN s' - so - S° so SP XISTING QTCH r ` SIN TO EMOVED \\ N � q�J > WATER QUALITY - MW#6 WATER QUALITY - MW#4 SAWCUT'� PROPOSED 5'X7 WETLAND WAITS Qi} . UNIT W/_,.:..RAED 1N 1 COSTCO WHOLESALE FUEL FACILITY EXPANSION 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98003 SAWCUT CONNECT EXISTING C) BASIN PF MO WAT W/ COSTCO FACILITY #61 rRVrVJGU J CONCRETE SWALE (STING CURB BE REMOVED EXISTING LOT LIGHT TO BE RELOCATED FOR (' CURB CUT ?86 S3 i ' I �3 I 12" V TO ETCH UANN. REPLACE GRATE W/ SOLID LID. EXISTING 12" PVC STORM PROPOSED 12" DRAIN TO BE PVC STORM ABANDONED IN DRAIN PROPOSED 9'X 13' PLACE. MODULAR WETLAND WATER QUALITY UNIT W/ GRATED INLET. 11 f III u N ' SAWCUT CONNECT To 11 N 11 EXISTING CATt7 ;; 1 IBASIN j` 4 I � EXISTING CURB I TO BE REPLACED a IN -KIND It M. - I 11 II / t EXISTING CATCH l I I -_/ BASIN TO BE REMOVED ;; 7 �---f- -�-=---- '' EXISTING TREE 11 11 TO BE REMOVED f I —- T(uc) 11 � T(uc) TiucT(UG) T(UG)fill T \ --------------J — /l ,il ! 1 �� 11 (}4 i G.. 1 WATER QUALITY - MW#5 1'=10' tBB@i8181S86i6�81tI9i��k9y��g�{g�g7�9T9�,�� I, I _..._.S1 WATER QUALITY - KEY_ MAP - PROPOSED 5'X9' MODULAR WETLAND WATER QUALITY UNIT W/ SOLID LID. PROPOSED 8" PVC STORM DRAIN R PROPOSED STORM DRAIN CATCH BASIN. t CONNECT TO EXISTING 8" STORM DRAIN. CONTRACTOR TO VERIFY EXACT LOCATION OF STORM DRAIN PRIOR TO CONSTRUCTION. d ; EXISTING 6" - d STORM DRAINS TO BE REMOVED WATER QUALITY - MW#7 i r{L�J y t(uG} T(uc) 117 a' I WATER QUALITY - MW#3 1"=10' %z,1,_1 i z-14zzL PROPOSED 9'X21' MODULAR WETLAND WATER QUALITY UNIT W/ GRATED INLET. Z a - co �o a 0 5 N o � `t 0 °°z cc Q Q (L > Q 0 C) < 0 �ZQ0 Q Q cr W 155 CL c >— QZWo - Z W W � m - 0 u - y 0 � e� o o Z J N W >cr O�Oi O � Q =W3 3a= I O J D O�CO a U E.S. p E WASH 1��i I I 5494 4 D�FSSIONISTF.�� AL L o CO N W V Q Z II a u V 10 � Q, c 'a y o CD O � U Q O � V 1_ N d 0 i' 0� 3: i 70 W c0 M CD a001N M d1-1 : < g N ai ,n }; tMo W O V � a) N r � 0 .• r • i_�> I I 1{i II ,I 11 ,1 I I ill-. I I tll ' - ti II ! :- Ir II s,l. i t iid � t i t 111': EXISTING ROCK WALL TO REMAIN 7 ,1: I I i It fil. i i 1 ,1.• .. . I i , t} •. ii I I ill.: 1I i 11 i i I,h 1 i 111 w , II III I I III. ti I I i II { I I 1 ii I i IIl, I ;I(c� Ic, it I I t lf. 1 I t g I(•' i It i r n• , ...- ,{ I, 7ri 5 i .- I 10 11 1,1 rlf11 - ` Irr -''• .- f f fit.. l 1 I t 41 -` •: .� �.• (� 1Li COSTCO WHOLESALE FUEL FACILITY EXPANSION COSTCO FACILITY #61 i 32.25 31.25 4.00 20.50 7.70 15.00 24.50 COSTCO TRUCK PROFILE 0 �Uf fr F-O M CJ) o 0 x o W 0) Z Q 0 D<CC CC 0 0. > �Qo Q O �Q��U �{jwc) W Z O � w W U. U t0 � I C'7 J a O W � Ooa =w� 3Q= 'pOJD uio Q U IUD �_.S. p �4. E WAsy yc.,yc"� N � 5494 p�FssFo/ST`t , IONA L F: N N C V Q u N L�� Z in > o CL Q: i UJI V Q, C o -(D p d n. — a +U E V .= v7 4-1 All r— C LU N � M �d�1N : m N C L-0 4-X N m m O V N C� °0 V ■ 67 '1 Iu E T) Ir v z o z 0 co MAN&q�Ce3�:1�1�.I[a��i11:1��17I1:1` COSTCO WHOLESALE FUEL FACILITY EXPANSION 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98003 ii 11 it I7 II II 'I 11 11 II I II !i 11 II II 11 17 II ii 11 11 II !1 i! 11 it II II II i3 11 II 11 fl 11 !1 11 11 11 it II 11 II II II II 11 it 11 II If it Ii !i 11 II it II 11 11 11 11 it 11 it ii 11 II II 11 11 li 11 11 11 fi II II 11 ii II II COSTCO FACILITY #61 11 II 11 II 11 11 ,1 1! PASSENGER VEHICLE TURN ------------ 3.00 1 1.00 PASSENGER VEHICLE PROFILE _D 2 O lY W F- -�L < O W J c Q Q U °- >- U _ r)<0 W W -J > ! 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