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HomeMy WebLinkAboutLarge Format' VICINITY MAP I N 6TH ST > z RENTON MUNICIPAL Z AIRPO~T SURVEY REFERENCES R.O.S UNDER RECORDING NO. 8202189010 R.O.S UNDER RECORDING NO. 9807219010 R.O.S. UNDER RECORDING NO. 8909119006 R.0.S. UNDER RECORDING NO. 9905139010 R.0.S. UNDER RECORDING NO. 8007299010 A.LT.A. SURVEY BY GEOMETRIX SURVEYING, INC. DATED 12/11/03 FOR GREG O'FARRELL WA. STATE HWY. PLANS FOR STATE HWY. #5 TAX PARCEL MAPS OF SEC. 18-23--05 . VERTICAL DATUM CITY OF RENTON DATUM (NAVO 1988) BENCHMARK NO. 280: TOP COB BRASS.CAP EAST END OF CONC. CURB@ S.W. CORNER FOREST DRIVE S.E. & LAKEMONT BLVD. S.E. ELEVATION= 732.069 SET TEMPORARY BENCHMARK, TOP N.W. CORNER CONC. STEP@ FRONT DOOR Res: #6587 ELEVATION= 773.63 FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL. OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. TRENCH NOTE: IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)8, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND PETRA ENGINEERING ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEAL TH ACT, CHAPTER 49.17 RCW. UTILITY NOTE: THE LOCATIONS OF EXISTING. UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE ExACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND All DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. PETRA ENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. TOPOGRAPHIC NOTE: THE EXISTING CULTURAL ANO TOPOGRAPHICAL DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, PETRA ENGINEERING CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE' ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. CALL 48 HRS BEFORE YOU DIG 1-800-424-5555 " ;ONC. CURB -------ss \ QO ~~ 00 r" -;z: O'FARRELL PROPERTY TOPOGRAPHY MAP A PORTION OF THE NW 1/4 OF SEC. 18, TWP. 23 N., RGE. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON c-, C: -1 -cc ·o IJJ "" Ii cr, s: 0 ·"--,J ~ N 0 ' N z IJJ 2J ' CD "' :c "' "' )> z -, -,., -co C: "' <: r= ·1 I 0 _,,. ·" -,., !"' ,n ~-~ "" 0 Mc:: :::0 2 7' "'z 0 Q "' ;Q 2: --< ~ cc "' U) a cu "' 0 )> .., n :c IT; :,,. SQ z u ~o O'.l 1 Nu l," I 0 (JIC) CD)> _,....:,.. Al N CD 0 )> 1" = 20' .-: / 0 10 20 40 ·-~~=-~ ,_________,,,,\ PRELIMl~IARY NOT FOR CONSTRUCTIO PROJECT INFO OWNER/CllENT: ENGINEER: BRIAN O'FARRELL LAKERIDGE PAVING COMPANY POBOX5430 PETRA ENGINEERING, LLC 535 DOCK STREET STE. 213 TACOMA, WA 98402 KENT, WA 98064 TEL: 253-752-7617 SURVEYOR: PRIZM SURVEYING PO BOX 110700 TACOMA, WA 98411 TEL: 253-404-0983 FAX: 253-404-0984 SITE DATA PARCEL#: 1823059082 SITE ADDRESS: 175 RAINIER AVENUE SOUTH RENTON, WA SITE AREA: 33,243.41 SF/0.76AC ZONING: CA (COMMERCIAL ARTERIAL) MIN. LOT SIZE: 5,000.00 SF MIN. LOT WIDTH: NONE MIN. LOT DEPTH: NONE MAX. LOT COVERAGE FOR BUILDINGS: 65% OF TOTAL LOT AREA , MAX. BLDG. HGT.: 50' SETBACKS: -FRONT YARD: -SIDE YARD: -REAR YARD: PARKING STALL: -STANDARD STALL: -COMPACT STALL: -HANDICAP STALL: 10' (SETBACK MAYBE REDUCED TOO' THROUGH THE SITE PLAN DEVELOPMENT REVIEW) 1 O' (SETBACK MAYBE REDUCED TO O' THROUGH THE SITE PLAN DEVELOPMENT REVIEW) 0' EXCEPT 15' IF LOT ABUTS A RESIDENTIAL ZONE 9'x20' 8.5'x16' 8'x20' (WITH SIDE STALL) SYMBOL LEGEND --5'J iJ '--· EXISTING CONTOUR -----350'-----PROPOSED CONTOUR ~ CLEARINGLIMITS PROPOSED ASPHALT/CONCRETE ' EXISTING CONCRETE CJ TELEPHONE RISER -0-FIRE HYDRANT 1XI WATER VALVE -0-UTILITY POLE ,_ ANCHOR WIRE s FOUND MONUMENT AS NOTED EB CALCULATED POSITION OF MONUMENT ® EXISTING SANITARY SEWER MANHOLE • PROPOSED SANITARY SEWER MANHOLE l " PROPOSED SANITARY SEWER CLEAN-OUT © EXISTING STORM DRAll'I MANHOLE @ PROPOSED STORM DRAIN MANHOLE 0 EXISTING CATCH BASIN • PROPOSED CATCH BASIN ID EXISTING WATER METER 1.0% FINISH GRADE SLOPE --•--Fil TER FABRIC FENCE -ss-UNDERGROUND SANITARY SEWER LINE -so-UNDERGROUND STORM DRAINAGE LINE -w-UNDERGROUND WATER LINE <I--SIGN 9---3:z STREET LIGHT LEGAL DESCRIPTION (AS PROVIDED BY CLIENT) PARCEL 'A': A.P.N. 182305-9011 (175 RAINIER AVE. S.) THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, AND OF GOVERNMENT LOT 4, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE QUARTER CORNER ON THE WEST BOUNDARY LINE OF SAID SECTION 18; THENCE NORTH 89°03'07" EAST ALONG THE EAST-WEST CENTERLINE OF SAID SECTION A DISTANCE OF 2177.12 FEET TO AN INTERSECTION WITH THE EASTERLY MARGIN OF COUNTY ROAD NO. 80 (ALSO KNOWN AS 91ST AVENUE SOUTH); THENCE ALONG SAID EASTERLY MARGIN NORTH 11°05'23" EAST A DISTANCE OF 96.46 FEET TO AN INTERSECTION WITH THE NORTHERLY MARGIN OF THE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE CONTINUING At.ONG SAID EASTERLY MARGIN NORTH 11°05'23" EAST A DISTANCE OF 413.12 FEET TO A POINT ON A LINE 406 FEET NORTH OF AND PARALLEL WITH THE NORTHERLY MARGIN OF SAID PIPE LINE RIGHT-OF-WAY; THENCE SOUTH 89°33'37" EAST A DISTANCE OF 133.97 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00°26'23" EAST A DISTANCE OF 165.59 FEET TO THE SOUTHERLY MARGIN OF SOUTHWEST VICTORIA STREET (ALSO KNOWN AS SOUTH 133RD PLACE) 25 FEET IN WIDTH; THENCE EAST ALONG SAID SOUTHERLY MARGIN A OlSTANCE OF 117 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF THE O.C. MITCHELL ROAD; THENCE SOUTH ALONG SAID WESTERLY MARGIN TO AN INTERSECTION WITH A LINE THAT BEARS SOUTH 89°33'37" EAST FROM THE TRUE POINT OF BEGINNING; PARCEL 'B': A.P.N.182305-9082 ( RAINIER AVE. S.) THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND OF GOVERNMENT LOT 4 IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON (CITY OF RENTON) DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF THE D.C. MITCHELL COUNTY ROAD WITH THE NORTHERLY MARGIN OF THE CITY OF SEATTLE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE NORTH 02°18'49" EAST, 200.02 FEET; THENCE NORTH 89°51'11' WEST PARALLEL WITH SAID NORTHERLY MARGIN 2.77 FEET TO A POINT ON THE WESTERLY MARGIN OF RAINIER AVENUE SOUTH (STATE HIGHWAY NO. 5), SAID MARGIN BEING A 5680.00 FOOT RADIUS CURVE CONCAVE TO THE WEST; A RADIAL AT SAID POINT BEARING NORTH 89°28'32" WEST, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89°51'11" WEST 156.11 FEET; THENCE NORTH 06°32'49" E,AST, 50.32 FEET; THENCE NORTH 89'51'11" WEST 13.88 FEET TO A POINT 128.40 FEET EASTERLY ( AS MEASURED ALONG A LINE PARALLEL WITH SAID CEDAR RIVER PIPELINE RIGHT-OF-WAY) FROM THE EASTERLY MARGIN OF 91ST AVENUE SOUTH (RAINIER BOULEVARD) AS LOCATED IN COUNTY SURVEY NO 197 1/2, JANUARY, 1909; THENCE NORTH 08°32'49" EAST, 157.14 FEET TO THE NORTHWEST CORNER OF THAT TRACT OF LAND CONVEYED BY DEED RECORDED UNDER RECORDING NO. 6469251; THENCE SOUTH 89°52'13" EAST ALONG THE NORTH LINE THEREOF 144.28 FEET TO SAID WESTERLY MARGIN OF RAINIER AVENUE SOUTH (STATE HIGHWAY NO. 5); THENCE SOUTHERLY ALONG SAID WESTERLY MARGIN AN ARC DISTANCE OF 206.24 FEET TO THE TRUE POINT OF BEGINNING. PARCEL 'C': A.P.N. 182305-9122 (188 HARDIE AVE. S.W.) THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF THE O.C. MITCHELL COUNTY ROAD, WITH THE NORTHERLY MARGIN OF THE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE NORTH 02°18'49" EAST 275.02 FEET; THENCE NORTH 89°51'11" WEST AND PARALLEL WITH SAID PIPE LINE RIGHT-OF-WAY, 3.02 FEET TO THE WESTERLY MARGIN OF STATE HIGHWAY NO. 5; THENCE NORTHERLY ALONG SAID WESTERLY MARGIN OF SAID STATE HIGHWAY NO. 5, A DISTANCE OF 75.01 FEET, MORE OR LESS, TO THE NORTHEAST CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 2716165; THENCE WEST ALONG THE NORTH LINE OF THAT CERTAIN TRACT 163.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 06°32'49" WEST TO INTERSECT THE NORTH LINE OF THAT CERTAIN TRACT OF LAND CONVEYED BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 4018280; THENCE WEST ALONG SAID NORTH LINE, 128.40 FEET TO THE EASTERLY MARGIN OF HARDIE AVENUE SOUTHWEST; THENCE NORTHERLY ALONG SAID EASTERLY MARGIN, 101.75 FEET TO THE NORTH LINE OF SAID CERTAIN TRACT OF LAND, RECORDED UNDER KING COUNTY RECORDING NO. 2716165; THENCE EAST ALONG SAID NORTH LINE 120.81 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 'D': A.P.N. 182305-9122 (196 HARDIE AVE. S.W.) THAT PORTION OF GOVERNMENT LOT 4 AND OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF THE 0.C. MITCHELL COUNTY ROAD (RAINIER AVENUE SOUTH) WITH THE NORTHERLY MARGIN OF THE CITY OF SEATTLE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE NORTH 02'18'49" EAST, 200.02 FEET; THENCE NORTH 89"51'11" WEST, 2.97 FEET TO THE WESTERLY MARGIN OF STATE HIGHWAY NO. 5 (RAINIER AVENUE); THENCE CONTINUING NORTH 89°51'11" WEST PARALLEL TO SAID PIPE LINE RIGHT-OF-WAY, A DISTANCE OF 156.11 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE NORTH 06°32'49" EAST 50.32 FEET: THENCE NORTH 89'51'11" WEST 143.50 FEET TO THE EAST MARGIN OF 91ST AVENUE SOUTH, FORMERLY COUNTY ROAD; THENCE SOUTH 10°50'46" WEST, 50.88 FEET; THENCE SOUTH 89'51'11" E:AST, 147.30 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. 0 z ~ ~ l:Ll ~ z < ~ d ~ z ~ ~ City f o He· · FI . 11fOiJ ann,nc, 0 ... ~ iv1s1on AUG 2 'I iUU9 SHEET 1 OF 1 <D "' ~ .., g } "' "' 6;:J ~ ' i§ ' ~ "" .. ~ t-.... -. ~ ' :;::] " ' ~ "" t 81 .,.. ~ ~ .,- § u E::! "'"' ..... "" ~ t,:, ' -~ t,:, ~ ~ ·;!~ ,, "'"' :l l.ri O> 0 ~ }e,' • -< c:o c:, 0 Tl.O Ci• C 0) 01 o-i u 0 1_() 0 I c; 0 / o• $ u / >1) C 0 ['-.J 0 ~ ::> -,: 0 ;_f) 0 I ()) 0 / C, 0 0 '" V) ~ u . "" 0 ·-Q_ u C 0 _,.J / I VICINITY MAP RENTON MUNICIPAL AIRPORT SURVEY REFERENCES R.O.S UNDER RECORDING NO. 8202189010 R.0.S UNDER RECORDING NO. 9807219010 R.O.S. UNDER RECORDING NO. 8909119006 R.O.S. UNDER RECORDING NO. 9905139010 R.0.S. UNDER RECORDING NO. 8007299010 I N 6TH ST A.LT.A. SURVEY BY GEOMETRIX SURVEYING, INC. DATED 12/11/03 FOR GREG O'FARRELL WA. STATE HWY. PLANS FOR STATE HWY.# 5 TAX PARCEL MAPS OF SEC. 18-23-05 VERTICAL DATUM CITY OF RENTON DATUM (NAVO 1988) BENCHMARK NO. 280: TOP COB BRASS CAP EAST END OF CONC. CURB@ S.W. CORNER FOREST DRIVE S.E. & LAKEMONT BLVD. S.E. ELEVATION= 732.069 SET TEMPORARY BENCHMARK, TOP N.W. CORNER CONC. STEP@ FRONT DOOR RES. #6587 ELEVATION = 773.63 FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL. OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. I TRENCH NOTE: IF WORKERS ENTER ANY TRENCH OR.OTHER EXCAVATION FOUR OR MORE fEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)8, IT SHALL BE SHOR$D AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND PETRA ENGINEERING ASSUMES NO RESPONSIBILITY. All TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEAL TH ACT, CHAPTER 49.17 RCW. UTILITY NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY ANO ALL UNDERGROUND UTILITIES. PETRA ENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. TOPOGRAPHIC NOTE: THE EXISTING CULTURAL AND TOPOGRAPHICAL DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, PETRA ENGINEERING CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. CALL 48 HRS BEFORE YOU DIG 1-800-424-5555 METAL FRAME AND GRATE FOR CATCH BASIN AND INLET PROPOSED GRAVEL AREA T. .W.= 50.00 B .. W.=48.00 I REVISED PROPERTY V LINE (TYP.) 'i' .. , .. " •• :: PERIMETER SEDIMENT SUMP WASHED ROCK (SEE NOTE 3) WOODEN STAKE DRIVEN INTO GROUND 18" MIN. DEPTH PERIMETER SEDIMENT SUMP BURIED CONSTRUCTION ._..j'-J--'-t+ GEOTEXTILE FOR SILT FENCE .. ELEVATION @INLET PROTECTION -SILT FENCE .o STOCKPILED TOPSOIL NOTES 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31. 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCKPILES MUST BE PREVENTED. 3. TOPSOIL SHALL NOT BE PLACED WHILE IN FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN. CROSS SECTION N.T.S. PROJECT SEQUENCE 1. STAKE/FLAG CLEARING AND CONSTRUCTION LIMITS 2. ARRANGE AND ATTEND PRE-CONSTRUCTION MEETING WITH AGENCY, OWNER, AND ENGINEER. 3. CLEAR PROJECT AREA WITHIN FLAGGED CLEARING LIMITS. 4. PROVIDE TEMPORARY CATCH BASIN SEDIMENT PROTECTION FOR FIRST CATCH BASIN IMMEDIATELY DOWNSTREAM PER INLET PROTECTION DETAIL. 5. PROVIDE STORM DRAIN INSTALLATION PER DETAILS. 6. FINAL GRADE PROJECT AREA AND PROVIDE FINAL SURFACING TREATMENTS. REMOVE SEDIMENT ACCUMULATIONS FROM CATCH BASIN SUMPS. 7. EROSION CONTROL MEASURES ARE TO REMAIN IN PLACE UNTIL PERMANENT STABILIZATION OF THE SITE. 6"DEEP 12'WIDE PLASTIC COVERING NOTES 1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL MEET THE REQUIREMENTS OF THE STATE STANDARD SPECIFICATIONS SECTION 9-14.5. 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE AT LEAST A 12 INCH OVERLAP OF ALL SEAMS. 3. CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 1 AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED. 4. WHEN THE COVERING IS USED ON UN-SEEDED SLOPES, IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD. 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS. ' ii'; ' 1• 1 20' I -'I ' 0 10 20 40 e'RELIMINARY ~ NOT FOR I \::.!RUCV ·-. PROJECT INFO OWNER/CLIENT: ENGINEER: BRIAN O'FARRELL LAKERIDGE PAVING COMPANY POBOX5430 PETRA ENGINEERING, LLC 535 D0CK STREET STE. 213 TACOMA, WA 98402 KENT, WA 98064 PARCEL#: SITE ADDRESS: SITE AREA: ZONING: MIN. LOT SIZE: MIN. LOT WIDTH: MIN. LOT DEPTH: MAX. LOT COVERAGE FOR BUILDINGS: MAX. BLDG. HGT.: SETBACKS: -FRONT YARD: -SIDE YARD: -REAR YARD: PARKING STALL: ·STANDARD STALL: -COMPACT STALL: -HANDICAP STALL: TEL: 253-752-7617 SURVEYOR: PRIZM SURVEYING PO BOX 110700 TACOfi,IA, WA 98411 TEL: 253-404-0983 FAX: 253-404-0984 SITE DATA 1823059082 175 RAINIER AVENUE SOUTH RENTON, WA 33,243.41 SF/0.76AC CA {COMMERCIAL ARTERIAL) 5,000.00 SF NONE NONE 65% OF TOTAL LOT AREA 50' I 10' (SETBACK MA):BE REDUCED TOO' THROUGH THE SITE PLAN DEVELOPMENT REVIEW) 10' (SETBACK MAYBE REDUCED TO 0' THROUGH THE SITE PLAN DEVELOPMENT REVIEW) O' EXCEPT 15' IF LOT ABUTS A RESIDENTIAL ZONE 9'x20' 8.5'x16' 8'x20' (WITH SIDE STALL) SYMBOL LEGEND EXISTING CONTOUR -----350'-----PROPOSED CONTOUR ~ CLEARINGUMITS PROPOSED ASPHALT/CONCRETE , EXISTING CONCRETE a TELEPHONE RISER -0-FIRE HYDRANT t><I WATER VALVE -0-UTILITY POLE E-ANCHOR WIRE s FOUND MONUMENT AS NOTED EB CALCULATED POSITION OF MONUMENT @ EXISTING SANITARY SEWER MANHOLE • PROPOSED SANITARY SEWER MANHOLE • PROPOSED SANITARY SEWER CLEAN-OUT @ EXISTING STORM DRAIN MANHOLE @ PROPOSED STORM DRAIN MANHOLE D EXISTING CATCH BASIN II PROPOSED CATCH BASIN DJ EXISTING WATER METER 1.0% FINISH GRADE SLOPE -•-FILTER FABRIC FENCE -ss-UNDERGROUND SANITARY SEWER LINE -so-UNDERGROUND STORM DRAINAGE LINE -w-UNDERGROUND WATER LINE +-SIGN ~ STREET LIGHT LEGAL DESCRIPTION (AS PROVIDED BY CLIENT) PARCEL 'A': A.P.N. 182305-9011 (175 RAINIER AVE. S.) THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, AND OF GOVERNMENT LOT 4, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE QUARTER CORNER ON THE WEST BOUNDARY LINE OF SAID SECTION 18; THENCE NORTH 89'03'07" EAST ALONG THE EAST-WEST CENTERLINE OF SAID SECTION A DISTANCE OF 2177.12 FEET TO AN INTERSECTION WITH THE EASTERLY MARGIN OF COUNTY ROAD NO. 80 (ALSO KNOWN AS 91ST AVENUE SOUTH); THENCE ALONG SAID EASTERLY MARGIN NORTH 11'05'23" EAST A DISTANCE OF 96.46 FEET TO AN INTERSECTION WITH THE NORTHERLY MARGIN OF THE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE CONTINUING ALONG SAID EASTERLY MARGIN NORTH 11'05'23" EAST A DISTANCE OF 413.12 FEET TO A POINT ON A LINE 406 FEET NORTH OF AND PARALLEL WITH THE NORTHERLY MARGIN OF SAID PIPE LINE RIGHT-OF-WAY; THENCE SOUTH 89'33'37" EAST A DISTANCE OF 133.97 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00'26'23" EAST A DISTANCE OF 165.59 FEET TO THE SOUTHERLY MARGIN OF SOUTHWEST VICTORIA STREET (ALSO KNOWN AS SOUTH 133RD PLACE) 25 FEET IN WIDTH; THENCE EAST ALONG SAID SOUTHERLY MARGIN A DISTANCE OF 117 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF THE D.C. MITCHELL ROAD; THENCE SOUTH ALONG SAID WESTERLY MARGIN TO AN INTERSECTION WITH A LINE THAT BEARS SOUTH 89'33'37" EAST FROM THE TRUE POINT OF BEGINNING; PARCEL 'B': A.P.N.182305-9082 { RAINIER AVE. S.) THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND OF GOVERNMENT LOT 4 IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON (CITY OF RENTON) DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF THE D.C. MITCHELL COUNTY ROAD WITH THE NORTHERLY MARGIN OF THE CITY OF SEATTLE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE NORTH 02'18'49" EAST, 200.02 FEET; THENCE NORTH 89'51'11" WEST PARALLEL WITH SAID NORTHERLY MARGIN 2.77 FEET TO A POINT ON THE WESTERLY MARGIN OF RAINIER AVENUE SOUTH {STATE HIGHWAY NO. 5), SAID MARGIN BEING A 5680.00 FOOT RADIUS CURVE CONCAVE TO THE WEST; A RADIAL AT SAID POINT BEARING NORTH 89'28'32" WEST, SAID POINT BEING 'THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89'51'11" WEST 156.11 FEET; THENCE NORTH 06'32'49" EAST, 50.32 FEET; THENCE NORTH 89"51'11" WEST 13.88 FEET TO A POINT 128.40 FEET EASTERLY ( AS MEASURED ALONG A LINE PARALLEL WITH SAID CEDAR RIVER PIPELINE RIGHT-OF-WAY) FROM THE EASTERLY MARGIN OF 91ST AVENUE SOUTH (RAINIER BOULEVARD) AS LOCATED IN COUNTY S!JRVEY NO 197 1/2, JANUARY, 1909; THENCE NORTH 08'32'49" EAST, 157.14 FEET TO THE NORTHWEST CORNER OF THAT TRACT OF LAND CONVEYED BY DEED RECORDED UNDER RECORDING NO. 6469251; THENCE SOUTH 89'52'13" EAST ALONG THE NORTH LINE THEREOF 144.28 FEET TO SAID WESTERLY MARGIN OF RAINIER AVENUE SOUTH (STATE HIGHWAY NO. 5); THENCE SOUTHERLY ALONG SAID WESTERLY MARGIN AN ARC DISTANCE OF 206.24 FEET TO THE TRUE POINT OF BEGINNING. PARCEL 'C': A.P.N. 182305-9122 (188 HARDIE AVE. S.W.) THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF THE D.C. MITCHELL COUNTY ROAD, WITH THE NORTHERLY MARGIN OF THE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE NORTH 02'18'49" EAST 275.02 FEET; THENCE NORTH 89'51'11" WEST AND PARALLEL WITH SAID PIPE LINE RIGHT-OF-WAY. 3.02 FEET TO THE WESTERLY MARGIN OF STATE HIGHWAY NO. 5; THENCE NORTHERLY ALONG SAID WESTERLY MARGIN OF SAID STATE HIGHWAY NO. 5, A DISTANCE OF 75.01 FEET, MORE OR LESS, TO THE NORTHEAST CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 2716165; THENCE WEST ALONG THE NORTH LINE OF THAT CERTAIN TRACT 163.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 06'32'49" WEST TO INTERSECT THE NORTH LINE OF THAT CERTAIN TRACT OF LAND CONVEYED BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 4018280; THENCE WEST ALONG SAID NORTH LINE, 128.40 FEET TO THE EASTERLY MARGIN OF HARDIE AVENUE SOUTHWEST; THENCE NORTHERLY ALONG SAID EASTERLY MARGIN, 101.75 FEET TO THE NORTH LINE OF SAID CERTAIN TRACT OF LAND, RECORDED UNDER KING COUNTY RECORDING NO. 2716165; THENCE EAST ALONG SAID NORTH LINE 120.81 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 'D': A.P.N. 182305-9122 (196 HARDIE AVE. S.W.) THAT PORTION OF GOVERNMENT LOT 4 AND OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF THE D.C. MITCHELL COUNTY ROAD (RAINIER AVENUE SOUTH) WITH THE NORTHERLY MARGIN OF THE CITY OF SEATTLE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE NORTH 02'18'49" EAST, 200.02 FEET; THENCE NORTH 89'51'11" WEST, 2.97 FEET TO THE WESTERLY MARGIN OF STATE HIGHWAY NO. 5 (RAINIER AVENUE); THENCE I ~·· I CONTINUING NORTH 89'51'11" WEST PARALLEL TO SAID PIPE Ci,, Of·"' . . LINE RIGHT-OF-WAY, A DISTANCE OF 156.11 FEET TO THE Y "10 Lw % 0 r:: Q ii' () VJ CJ a C) 2: > GJ Q TRUE POINT OF BEGINNING OF THE TRACT HEREIN P/c fining D:· _ntori ;;;, DESCRIBED; THENCE NORTH 06'32'49" EAST 50.32 FEET; iv,s,on ~ 0 THENCE NORTH 89'51'11" WEST 143.50 FEET TO THE EAST t J· a Ci' O MARGIN OF 91ST AVENUE SOUTH, FORMERLY COUNTY ROAD; 0 ?, 7 2009 0 8 §1 8 THENCE SOUTH 10'50'46" WEST, 50.88 FEET; THENCE SOUTH :,, I ~ 1 89'51'11"EAST, 147.30FEETTOTHETRUEPOINTOF /Rj,~'{"/i.:;§n . "'Ola! o, BEGINNING; 'l ?u:;;, t'fff;: RI ~ a Q a SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. SHEET 1 OF 1 RPl.O " . :,i ,. ... (_) 0 u, 0 I m 0 / o• "' tl / (D C 0 ,~ 0 c{] 0 I 0) 0 / 1• 0 0 GI (0 ~ u .<JJ.., i~ ~L ·o .;: 0 -' / I SHEET C1.0 SHEET C2.0 SHEET C2.1 SHEET C3.0 VICINITY MAP RENTON MUNICIPAL AIRPORT AIRPORT SHEET INDEX COVERSHEET T.E.S.C. PLAN T.E.S.C. NOTES & DETAILS GRADING PLAN SURVEY REFERENCES R.O.S UNDER RECORDING NO. 8202189010 R.0.S UNDER RECORDING NO. 9807219010 R.0.S. UNDER RECORDING NO. 8909119006 R.O.S. UNDER RECORDING NO. 9905139010 R.0.S. UNDER RECORDING NO. 8007299010 I N6THST z A.LT.A. SURVEY BY GEOMETRIX SURVEYING, INC. DATED 12/11/03 FOR GREG O'FARRELL WA. STATE HWY. PLANS FOR STATE HWY.# 5 TAX PARCEL MAPS OF SEC. 18-23-05 VERTICAL DATUM CITY OF RENTON DATUM (NAVO 1988) BENCHMARK NO. 280: TOP COB BRASS CAP EAST END OF CONG. CURB@ S.W. CORNER FOREST DRIVE S.E. & LAKEMONT BLVD. S.E. ELEVATION= 732.069 SET TEMPORARY BENCHMARK, iOP N.W. CORNER CONG. STEP@ FRONi DOOR RES. #6587 ELEVATION= 773.63 FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL. OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. TRENCH NOTE: IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)8, IT SHALL BE SHORED AND CRIBBED. THE CONTRACiOR ALONE $HALL BE RESPONSIBLE FOR WORKERS SAFETY AND PETRA ENGINEERING ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON .INDUSTRIAL SAFETY AND HEAL TH ACT, CHAPTER 49.17 RCW. · UTILITY NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. PETRA ENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. TOPOGRAPHIC NOTE: THE EXISTING CULTURAL AND TOPOGRAPHICAL DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, PETRA ENGINEERING CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORA iED INTO THESE DRAWINGS AS A RESULT. CALL 48 HRS BEFORE YOU DIG 1-800-424-5555 PROJECT INFO OWNER/CLIENT: BRIAN O'FARRELL LAKERIDGE PAVING COMPANY POBOX5430 KENT, WA 98064 ENGINEER: PETRA ENGINEERING, LLC 535 DOCK STREET STE. 213 TACOMA, WA 98402 TEL: 253-752-7617 SURVEYOR: PRIZM SURVEYING PO BOX 110700 TACOMA, WA98411 TEL: 253-404-0983 FAX: 253-404-0984 O'FARRELL PROPERTY ! PA~CEL #1823059012 ! ::·-1-·-r··-~"' 1,.:, _ _,_ [PARCEL #1823059120] PARCEL#: SITE ADDRESS: SITE AREA: ZONING: MIN. LOT SIZE: MIN. LOT WIDTH: MIN. LOT DEPTH: MAX. LOT COVERAGE FOR BUILDINGS: MAX. BLDG. HGT.: SETBACKS: -FRONT YARD: ·SIDE YARD: -REAR YARD: PARKING STALL: -STANDARD STALL: -COMPACT STALL: ·HANDICAP STALL: 1" = 20' 0 10 20 4'""-""'"'"' 0,RELIMINAR NOT FOR cm"STRUCTIO SITE DATA 1823059082 175 RAINIER AVENUE SOUTH RENTON, WA 33,243.41 SF/ 0.76 AC CA (COMMERCIAL ARTERIAL) 5,000.00 SF NONE NONE 65% OF TOTAL LOT AREA 50' 40 10' (SETBACK MAYBE REDUCED TOO' THROUGH THE SITE PLAN DEVELOPMENT REVIEW) 10' (SETBACK MAYBE REDUCED TOO' THROUGH THE SITE PLAN DEVELOPMENT REVIEW) O' EXCEPT 15' IF LOT ABUTS A RESIDENTIAL ZONE 9'x20' 8.5'x16' 8'x20' (WITH SIOE STALL) LEGAL DESCRIPTION (AS PROVIDED BY CLIENT) PARCEL 'A': A.P.N. 182305-9011 (175 RAINIER AVE. S.) THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, AND OF GOVERNMENT LOT 4, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETIE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE QUARTER CORNER ON THE WEST BOUNDARY LINE OF SAID SECTION 18; THENCE NORTH 89"03'07' EAST ALONG THE EAST-WEST CENTERLINE OF SAID SECTION A DISTANCE OF 2177.12 FEET TO AN INTERSECTION WITH THE EASTERLY MARGIN OF COUNTY ROAD NO. 80 (ALSO KNOWN AS 91ST AVENUE SOUTH); THENCE ALONG SAID EASTERLY MARGIN NORTH 11°05'23' EAST A DISTANCE OF 96.46 FEET TO AN INTERSECTION WITH THE NORTHERLY MARGIN OF THE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE CONTINUING ALONG SAID EASTERLY MARGIN NORTH 11"05'23" EAST A DISTANCE OF 413.12 FEET TO A POINT ON A LINE 406 FEET NORTH OF AND PARALLEL WITH THE NORTHERLY MARGIN OF SAID PIPE LINE RIGHT-OF-WAY; THENCE SOUTH 89"33'37" EAST A DISTANCE OF 133.97 FEET TO THE TRUE POINT OF BEGINNING; THENCE NOR'fH 00"26'23" EAST A DISiANCE OF 165.59 FEET TO THE SOUTHERLY MARGIN OF SOUTHWEST VICTORIA STREET (ALSO KNOWN AS SOUTH 133RD PLACE) 25 FEET IN WIDTH; THENCE EAST ALONG SAID SOUTHERLY MARGIN A DISTANCE OF 117 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF THE D.C. MITCHELL ROAD; THENCE SOUTH ALONG SAID WESiERL Y MARGIN TO AN INTERSECTION WITH A LINE THAT BEARS SOUTH 89'33'37" EAST FROM THE TRUE POINi OF BEGINNING; PARCEL 'B': A.P.N. 182305-9082 ( RAINIER AVE. S.) THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND OF GOVERNMENT LOT 4 IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON (CITY OF RENTON) DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF IN'fERSECTION OF THE WESTERLY MARGIN OF THE D.C. MITCHELL COUNTY ROAD WITH THE NORTHERLY MARGIN OF THE CITY OF SEA TILE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE NORTH 02"18'49" EAST, 200.02 FEET; THENCE NORTH 89"51 '11" WEST PARALLEL WITH SAID NORTHERLY MARGIN 2.77 FEET TO A POINT ON THE WESTERLY MARGIN OF RAINIER AVENUE SOUTH (STATE HIGHWAY NO. 5), SAID MARGIN BEING A 5680.00 FOOT RADIUS CURVE CONCAVE TO THE WEST; A RADIAL AT SAID POINT BEARING NORTH 89'28'32" WEST, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89"51'11" WEST 156.11 FEET; THENCE NORTH 06'32'49' EAST, 50.32 FEET; THENCE NORTH 89°51'11" WEST 13.88 FEET TO A POINT 128.40 FEET EASTERLY ( AS MEASURED ALONG A LINE PARALLEL WITH SAID CEDAR RIVER PIPELINE RIGHT-OF-WAY) FROM THE EASTERLY MARGIN OF 91ST AVENUE SOUTH (RAINIER BOULEVARD) AS LOCATED IN COUNTY SURVEY NO 197 1/2, JANUARY, 1909; THENCE NORiH 08'32'49" EAST, 157.14 FEET TO THE NORTHWEST CORNER OF THAT TRACT OF LAND CONVEYED BY DEED RECORDED UNDER RECORDING NO. 6469251; THENCE SOUTH 89'52'13" EAST ALONG THE NORTH LINE THEREOF 144.28 FEET TO SAID WESTERLY MARGIN OF RAINIER AVENUE SOUTH (STATE HIGHWAY NO. 5); THENCE SOUTHERLY ALONG SAID WESTERLY MARGIN AN ARC DISiANCE OF 206.24 FEET TO THE TRUE POINT OF BEGINNING. PARCEL 'C': A.P.N. 182305-9122 (188 HARDIE AVE. S.W.) THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF THE D.C. MITCHELL COUNTY ROAD, WITH THE NORTHERLY MARGIN OF THE CEDAR RIVER PIPE LINE RIGHT·OF-WAY; THENCE NORTH 02'18'49" EAST 275.02 FEET; THENCE NORTH 89'51'11" WEST AND PARALLEL WITH SAID PIPE LINE RIGHT-OF-WAY, 3.02 FEET TO THE WESTERLY MARGIN OF STATE HIGHWAY NO. 5; THENCE NORTHERLY ALONG SAID WESTERLY MARGIN OF SAID STATE HIGHWAY NO. 5, A DISTANCE OF 75.01 FEET, MORE OR LESS, TO THE NORTHEAST CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED BY DEED RECORDED UNOER KING COUNTY RECORDING NO. 2716165; THENCE WEST ALONG THE NORTH LINE OF THAT CERTAIN TRACT 163.04 FEET TO THE TRUE POINi OF BEGINNING; THENCE SOUTH 06"32'49" WEST TO INTERSECT THE NORTH LINE OF THAT CERTAIN TRACT OF LAND CONVEYED BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 4018280; THENCE WEST ALONG SAID NORTH LINE, 128.40 FEET TO THE EASTERLY MARGIN OF HARDIE AVENUE SOUTHWEST; THENCE NORTHERLY ALONG SAID EASTERLY MARGIN, 101 .75 FEET TO THE NORTH LINE OF SAID CERTAIN TRACT OF LAND, RECORDED UNDER KING COUNTY RECORDING NO. 2716165; iHENCE EAST ALONG SAID NORTH LINE 120.81 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 'D': A.P.N. 182305-9122 (196 HARDIE AVE. S.W.) THAi PORTION OF GOVERNMENT LOT 4 AND OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF THE D.C. MITCHELL COUNTY ROAD (RAINIER AVENUE SOUTH) WITH THE NORTHERLY MARGIN OF TH.E CITY OF SEATILE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE NORTH 02°18'49" EAST, 200.02 FEET; THENCE NORTH 89°51'11' WEST, 2.97 FEET TO THE WESTERLY MARGIN OF STATE HIGHWAY NO. 5 (RAINIER AVENUE); THENCE CONTINUING NORTH 89°51'11" WEST PARALLEL TO SAID PIPE LINE RIGHT-OF-WAY, A DISTANCE OF 156.11 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE NORTH 06"32'49' EAST 50.32 FEET; THENCE NORTH 89"51'11" WEST 143.50 FEET TO THE EAST MARGIN OF 91ST AVENUE SOUTH, FORMERLY COUNTY ROAD; THENCE SOUTH 10'50'46" WEST, 50.88 FEET; THENCE SOUTH 89'51'11" EAST, 147.30 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGiON. SHEET 1 OF 4 Cl.O 0.. ¥) co '5 (_) 0 L0 0 I CD 0 / '" 5'. v / '" C 0 "' 0 -:, <t 0 LO 0 I a, 0 / ['-- 0 0 ('j .. I Fill SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLA TE ANY STATE, FEDERAL. OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. TRENCH NOTE: IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEETIN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)6, IT SHALL B.E SHORED AND CRIBEIED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND PETRA ENGINEERING ASSUMES NO RESPONSISILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. UTILITY NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE.THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. PETRA ENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. EROSION CONTROL NOTES . 1. ON-SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORM SYSTEM BY THE MUNICIPALITY SHALL BE CORRECTED BY THE APPLICANT AND/OR CONTRACTOR. 2. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION MUST CEASE AND THE APPLICANT/CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION OR MITIGATION MEASURES. RESTORATION ACTIVITY SHALL CONTINUE UNTIL SUCH TIME AS THE PROBLEM IS RECTIFIED. . 3. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THIS DRAWING SHALL BE INSTALLED PRIOR TO OR AS THE FIRST STAGE OF SITE PREPARATION. 4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THIS DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE APPLICANT/CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR STORM DRAINAGE SYSTEMS. 5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION OR EXPERIENCED LAND DISTURBING ACTIVITIES AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD EXCEEDING THE LISTED CRITERIA: MAY 1 TO SEPTEMBER 30 -5 DAYS OCTOBER 1 TO APRIL 30 -2 DAYS ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING, OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE APPLICANT/CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING, NETIING, OR OTHER TREATMENT. PLASTIC COVERING MAY BE USED TEMPORARILY PER THE T.E.S.C. LEAD'S DIRECTIVE. 6. THE PROJECT SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES WITH BRIGHT COLORED FLAGGING. THE CONTRACTOR SHALL CLEAR TO THE LIMITS AS ESTABLISHED ON THIS PLAN AND AS FLAGGED IN THE FIELD. 7. THE MUNICIPALITY SHALL BE RESPONSIBLE FOR THE INSPECTION AND ACCEPTANCE OF ALL CLEARING AND GRADING WORK AND EROSION AND SEDIMENTATION CONTROL FACILITIES. THE APPLICANT AND/OR CONTRACTOR SHALL NOTIFY THE MUNICIPALITY FORTY-EIGHT HOURS IN ADVANCE OF EACH REQUIRED EROSION AND SEDIMENT CONTROL INSPECTION. INSPECTION NO. 1 -INSTALLATION OF EROSION CONTROL FACILITIES/PRIOR TO CLEARING. INSPECTION NO. 2 • COMPLETION OF CLEARING. INSPECTION NO. 3 -UPON COMPLETION OF EXCAVATION, FILUNG, AND EARTHWORK. INSPECTION_ NO. 4 -COMPLETION OF PROJECT. INSPECTION NO. 5 ° AS NEEDED TO DETERMINE COMPLIANCE WITH APPROVED PLANS AND/OR SPECIFICATIONS. (DOES NOT REQUIRE ADVANCE NOTICE.) 8. ALL WORK ASSOCIATED WITH STABILIZING THE DISTURBED AREAS SHALL BE IN ACCORDANCE WITH THE WSDOT STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN 1997. 9. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON SITE TO PREVENT DEBRIS, DUST, AND MUD FROM ACCUMULATING ON THE PUBLIC RIGHT-OF-WAY. CALL 48 HRS BEFORE YOU DIG 1-800-424-5555 VERTICAL DATUM CITY OF RENTON DATUM (NAVO 1988) BENCHMARK NO. 280: TOP COB BRASS CAP EAST END OF CONC. CURB@ S.W. CORNER FOREST DRIVE S.E. & LAKEMONT BLVD. S.E. ELEVATION= 732.069 SET TEMPORARY SENCHMARK, TOP N.W. CORNER CONG. STEP@ FRONT DOOR RES, #6587 ELEVATION= 773.63 /, 0 C) u O'FARRELL PROPERTY TEMPORARY SEDIMENT & EROSION CONTROL PLAN A PORTION OF THE NW 1/4 OF SEC. 18, TWP. 23 N., RGE. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON --· -:n \ 72 '·.1 ; ! _,, _ .. '/Z ·"!; ! i I : I ! ' V) --!'>-c., ()::1 O'J ',Q ~; ~:: I~~ \ I ?:.> ;:z:_ ;z:. ,;-,;;: •::n C) +-("', 'J'", :;.'-;j (0 ·;;- t-0 fr"'"j ~'.'::. ::s,1 \. \, \ ··-.\ (.r; --------------- CLEARING & GRADING LIMITS (TYP.) --, 1'1 = 201 10 20 PRELlfAINARY ) NOT FOR CON STRl~(?_:r1_0J '"~--7. / 40 0 -- ~ ~ c3 0) ~ -0 ~ 0 I<) lw C\J lo' ""! h 8 "" II ~ d~ <( <o "' ... ao a a "-< f:3 ~ ~ ;j <'<! E-, ,.. I I co :,.. ~ V) "' c:i <( "' i ~ c::, 0.. i5 -, C', a :,... ~ ~ !,I <( " (.) tu \ \ --· 0 ~ d' c;i ~ " I <'> I.I) "0 ;, I ::g 0) <( 0) ~o ~a AUu 2 7 10:7.9 SHEET 2 OF 4 C2.0 ' - 0 L 0 D CD 0 (_) 0 L() 0 5 -o / '" C 0 N 0 ~ " <( CJ ,o 0 I m CJ / " 0 0 (,I "' ~ •j .~ 0 t~ [L .. I FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL. OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. TRENCH NOTE: IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)6, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND PETRA ENGINEERING ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEAL TH ACT, CHAPTER 49.17 RCW. UTILITY NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. PETRA ENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. STOCKPILED TOPSOIL NOTES 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31. 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCKPILES MUST BE PREVENTED. 3. TOPSOIL SHALL NOT BE PLACED WHILE IN FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN. PROJECT SEQUENCE 1. STAKE/FLAG CLEARING AND CONSTRUCTION LIMITS 2. ARRANGE AND ATTEND PRE-CONSTRUCTION MEETING WITH AGENCY, OWNER, AND ENGINEER. 3. CLEAR PROJECT AREA WITHIN FLAGGED CLEARING LIMITS. 4. PROVIDE TEMPORARY CATCH BASIN SEDIMENT PROTECTION FOR FIRST CATCH BASIN IMMEDIATELY DOWNSTREAM PER INLET PROTECTION DETAIL. 5. PROVIDE STORM DRAIN INSTALLATION PER DETAILS. 6. FINAL GRADE PROJECT AREA AND PROVIDE FINAL SURFACING TREATMENTS. REMOVE SEDIMENT ACCUMULATIONS FROM CATCH BASIN SUMPS. 7. EROSION CONTROL MEASU.RES ARE TO REMAIN IN PLACE UNTIL PERMANENT STABILIZATION OF THE SITE. CUT & FILL CALCULATIONS 300.00 CU. YRDS. -CUT 0.00 CU. YRDS. • FILL 300.00 CU. YRDS. NET -CUT TOTAL PROJECT AREA = 33,243.41 SF TOTAL WORK AREA= 13,634.17 SF ALL CUT MATERIAL TO BE MOVED OFF-SITE NOTE: CUTS AND FILLS ARE PROVIDED FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AS TO NECESSARY CUT AND FILL QUANTITIES. VERTICAL DATUM CITY OF RENTON DATUM (NAVO 1988) BENCHMARK NO. 280: TOP COB BRASS CAP EAST END OF CONG. CURB@ S.W. CORNER FOREST DRIVE S.E. & LAKEMONT BLVD. S.E. ELEVATION= 732.069 SET TEMPORARY BENCHMARK, TOP N.W. CORNER CONG. STEP@ FRONT DOOR RES. #6587 ELEVATION= 773.63 CALL 48 HRS BEFORE YOU DIG 1-800-424-5555 O'FARRELL PROPERTY TEMPORARY SEDIMENT & EROSION CONTROL PLAN A PORTION OF THE NW 1/4 OF SEC. 18, TWP. 23 N., RGE. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON PLASTIC COVERING NOTES 1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL MEET THE REQUIREMENTS OF THE STATE STANDARD SPECIFICATIONS SECTION 9-14.5. 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10,FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE AT LEAST A 12 INCH OVERLAP OF ALL SEAMS. 3, CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 1 AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED. 4. WHEN THE COVERING IS USED ON UN-SEEDED SLOPES, IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD. 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS. GEOTEXTILE FABRIC --·--------· ---··--.-------·---·---·-----·--- I '\__ FIL 1ER F A0RIC NOTES: l, -El<iE:N.D THE FILTER f'ENC!:;j'MRE:: Mt:SH S£Y0ND THf. tN1_n OP£NING AT LEASr '8~ Q~j A!.l $10!:::S. 2, PLACE 3/4~ iO J" GRAVE.t. 0\/E~ THE. f'!L.TER FABRIC/WIRE t-AESK. 1HE DE?TH Of G:RAVfl SHOJ!.D OE Ai LEAST "12" OVER THE. rnTmE INLE:T OP(N!NG, .:). lF THE GRAVEL, tll .. 1ER SECOMES ClOGGEO 'MT!-! SEDIMENT, TH£ GRAVEL MUST BE PJJLLW /\WA'f fnOM TH£ INltl ti.NU CLEANED QR REPLAC£0. AN Al TERNATJVf APPROACH WQUUJ BF. TO USE THE CLOGGED GRAVEL. AS FU. AND f'!JT FR(SH GRAVEL AROUND· iHE tNU:f. L._. F'!L1'ER FABRIC FENCE INLET BARRIER ADOPTED cm <W fiEN'l'ON ~~rMIDARD ?U.NS @FILTER FABRIC FENCE INLET PROTECTION ADAPTER SKIRT CB GRATE CB INSERT SEE NOTE 1 RETRIEVAL STRAP CB INLET PROTECTION NOTES: 1. FILTERS SHALL BE REMOVED AND CLEANED OR REPLACED AFTER EACH STORM EVENT. @INLET PROTECTION N.T.S. N,T.S. 1-----·-···------· -----------------------------------------·-··---------I I ! I ! I · FILTER FABRIC MATC:RIAL 60" W'DE ROLi.$. I 05( STAPLES OR WIRE RINGS TO ATTACH f"ABRIC TO WIRE. i r-2" BY z'' 14 GA. WIRE i FABRIC OR EOUJI/. ·.--r--1-[!_ __ Ir-BUR, BOTTOM OF FABRIC I MATERIAL IN 8" BY 12' TRENCH s·--o· · ' 2·-}-o· I! I I i I 2·-'-s" --·-·· --...Ll - , I l_ .. I Li 6' MAX--·-·---~ L" !SY 4" WQU!) P()~ l ___,,.. Al T: STEEL FENCE POSTS. 8" MIN. ------- BRUSH BARRIER NTS t FOR SHtET RVNOfT OR FOLLOWING OiSCHARG£ FROM A SEDlMEN'f TRAP OR PONO. 2. MAXtMUM SLOPE STEEPNESS Pe:RP€Nl)JClJLAR TO FENCE UNE is 1: 1. J. MAX.lMlJM SHEET OR OVERLAND FLOW PATH LENG1H TO THE FENCE OF too FT. 4. lF 50% OR LESS OF THE SOIL, BY WEIGHT. is f!Nr PARTICLES SMALLER THAN THE U.S. STANOARO Slf:1/£ NO. ;mo, THE EOS SHC!JLO BE EQUAL fO OR SMALLER THAN THE S!EVf. SIZE THAT 85% OF THE SOIL CAN PASS THROUGH. 5. THE TRENCH SHALL BE BACKFILLED WlTH 3/4" MiN!MUM O!AMETER WASHED CR~W.L 6. FILTER FABRJC ff.NCES SHALL BE RE:MOVE'.0 WHE'.N THEY HAVE SERVED THFJR USEFUL PURPOSE, 6UT Nor 8ff0RE THE UPSLOPf. AREA HAS 8E£N PERMANE:Nll 'f SfAB!UZ!:D, 7. F!LTER f'A8RlC FENCES .SHALL BE INSPECTED IMMEO!ATtLY AFT[R EACH RAINFALL AM) AT LEAST DAILY OURINC PROLONGED RAINFALL ANY REPAIRS SHALL 8E MADE IMMEDIATELY FILTER FABRIC F.ENCE DETAIL ADOPTED I .1 I L_ SP PAGE: 9066 j -----·~--~-~----- @FILTER FABRIC FENCE DETAIL C N.T.S. I I I 2: 0 i':: Q § V) Lu C, c:i 2: > Lu Q: "' t:: bi; ii:l ~ ~ Es: Es: ~ ~ • ~ ' Cj ~ "' ~ z "" ...., ;-.,,,j ~ ' ~ f;:j t--: ' ~ f;l "" ~ ~ 2l z 6'i1; 0-, ;-.,,,j ~ (j of ~ z '-> .~ <->') ~ -., "' o.l ·,·,~ ~/ ' -fil Cl'.> 't; ~ 'r) ~ SHEET 3 OF 4 C2.1 ' ' a> C ~ '0- 0 L 0 0 0 en 0 I a, (_) ,/ 0, 5 v / 0) C 0 GJ 0 :0 <t 0 t() 0 I a, 0 / [" 0 0 0J ~ Cl. / " I BRACE POST END, GATE OR CORNER POST BRACE RAIL LINEPOST I ©1· ·' N BRACEPOST -TWISTED AND BARBED SELVAGE CHAIN LINK FABRIC TWISTED AND BARBED SELVAGE G_yCHAIN LINK FENCE DETAIL C PULL POST N.T.S. O'FARRELL PROPERTY GRADING PLAN A PORTION OF THE NW 1/4 OF SEC. 18, TWP. 23 N., RGE. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON \ S02'20'44"W 541.73' BRACE POST I 2.0% ~ 0 @GRADING DETAIL 0 N.T.S. t I I I I i ,. I · NO ROIIDW/\Y, P.ARl<lt,I(; J])TS OR BUILDING FOOT1NG8 INlHISAREA .:_:...~~ t• OR LESS D~ErERWASHED CIRA'ia ' ..c--'. MIN 8' COVEf!.OVERl>IPE, ' t' GR;\VEL Ul!f)t:f! PiPf: .· .· · MIN ,i-Dl/11,fE[IERPEl'ifORATED RIGID P\/CJ>f!>E • MIN 1,% QOIITINUQIJS BLO!'E TO QIITLET 1, ROCKERJes HIGHER 1IWl ii' SHAU.' Sli CONSfRUCTEiH){ROCKSOF GIIAP\IATED sim fRQM.5-fMN TO 2-MAM, · FROM BOTTOM TO TOP; ROCl(ERIES OF 6' OR LOIVER8Hllll BE ¢0NSTR))CTE.D OF ~ TO z.w.N; .FRtlM • ... BOTTOM TO TOP. . Fii~=~ OF SUBGRAllE. ~EMENTOFBASEC0UR$E AND PAAINAQE, N,jl) FINIS!JEl,l~f!Y E~lf,!EeR .. . . :;j, ROCK l!K'U.l:lll 50UND IWD HA\/iiAMINIMUM ~ITV OF100 POUN!)S PER C!J~fCFQOT, . ' ' ' 4. THE L()NG DIMENSION Oi'A!.l.RQCK$ illtAI.L BE l>iACEi) PERPENOICULAR T01!1EWAI..L EACH ROOKSl'.l(lUU).BEAR ON TWO ROCHll iN 1HE TIE!'! BELOW. . . . . . . . . . . . · s; ~ee111<1a ER!>$~ e-rRUOTUl!ES. ~o:rR1;J,.N1no WALLS, ~rurw.MA~ Must aE&TA!llE • '\NDJ'REESfANDiNB /N.OUT~Alle. MAXIMUM HEIGH'r Oi'llFEf!T FOR ~!ES !'ACING Ui'IREINl'ORCeD FILLSDl1.$c . 6, ~-1'El(T OF liEf'Ot{TFO!{ADDITIONAL REOOMME!it!ATIONS, K LS. G0-20I).·. 2lJ0.700 1DD< ·'l>IAAH -.~ .12TOl8 18TD28. ', 28T038 1· = 20' 20 40 /--~--"'\ / fr;RELIMINARY \ \ ~IOT FOR \CONSTRUCTIO "-·--= c., z ~ VJ _, ~ 1-:::: ~ ::: C) >" Q § (/J Lu CJ <U "' bi:, 13 1'J ~ ~ is &:l ~ ' -, ~ ' f;:; ""' .. ~ t--..., ~ ' ~ t-.: ; AS!Klciated ~ Sdertc:es,lrtc:. . i IflaiJ (ljjlll.fll UNFU;INFClRCED ROCKl;;RY QETAIL FIGURE 3 .DAT!!~ ~ ' r.il l;l ""' · . O'FAMELLWALL . · RENTON. WASHINGTON.·· @UNREINFORCED ROCKERY WALL C VERTICAL DATUM CITY OF RENTON DATUM (NAVO 1988) BENCHMARK NO. 280: TOP COB BRASS CAP EAST END OF CONG. CURB@ S.W. CORNER FOREST DRIVE .S.E. & · LAKEMONT BLVD. S.E. ELEVATION= 732.069 SET TEMPORARY BENCHMARK, TOP N.W. CORNER CONC. STEP@ FRONT DOOR RES. #6587 ELEVATION= 773.63 FILL SPECIFICATION N.T.S. TRENCH NOTE: IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)8, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND PETRA ENGINEERING ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. UTILITY NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIB.LE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. PETRA ENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. TOPOGRAPHIC NOTE: THE EXISTING CULTURAL AND TOPOGRAPHICAL DATA SHOWN ON THESE DRAWINGS HAS BEi'.EN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, PETRA ENGINEERING CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTOTHESE DRAWINGS AS A RESULT. .. r.il s::: 8l z 6:!; "" < ~ ~ C, of § ~ z .:::: d .,.., ' ... ~ I "'" ~ <,:, ~- ' ;..., § <,:, -1'.1 ~ ~ .,., <;1} ' 0 >-i 0 ") '" C\j C\j E.... " II I:! • 0• <C <o ~ VJ -c:, 0 ~ ~ ~ ~ ~ ;j C\ >- ~ ~ lb >- }VJ lb i S( "'( ~ ~ 15 Q u .., a Citjl Of ; Pian, ·. Aento.... ~ '"go· ., "" !Vision < <.) AU& ,, • o ~ c:i' " 7 /00" If) If) , dO~O FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL. OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE. ORDER, OR STANDARD. ft, lli" if'"' "= I °" I '----------~--------------it.~(Q,1 Yu\V. ~ 8l ~ 8l CALL 48 HRS sHEf~ OF 4 BEFORE YOU DIG 1-800-424-5555 C3.0 00 cC) "' OJ 0 0 N " U) l~ " [JJ v <.D 0 u 0 "' 0 I m 0 / en ;; v / ID C 0 N 0 ~ :, <l, 0 ,n 0 I o, 0 / " 0 0 N V, "" u -~ 0 -[L v C 0 .J / -r VICiNITY MAP I N6THST RENTON MUNICIPAL AIRPORT AIRPORT I& I =~=i':;,..-+-'+-+--!i,i( SURVEY REFERENCES _ RO.S UNDER RECORDING NO. 820218901.0 R.O.S UNDER RECORDING NO. 9807219010 R.O.S. UNDER RECORDING NO. 8909119006 R.O.S. UNDER RECORDING NO. 9905139010 R.O.S. UNDER RECORDING NO. 8007299010 . A.LT.A. SURVEY BY GEOMETRIX SURVEYING, INC. DATED 12/11/03 FOR GREG O'FARRELL WA. STATE HWY. PLANS FOR STATE HWY.# 5 TAX PARCEL MAPS OF SEC. 18-23-05 VERTICAL DATUM CITY OF RENTON DATUM (NAVD 1988) BENCHMARK NO. 280: TOP COB BRASS CAP EAST END OF CONC. CURB@ S.W. CORNER FOREST DRIVE S.E. & LAKEMONT BLVD. S.E. ELEVAT!ON = 732.069 SET TEMPORARY BENCHMARK, TOP N.W. CORNER CONC. STEP@ FRONT DOOR RES. #6587 ELEVATION= 773.63 FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL. OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. TRENCH NOTE: IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)8, IT SHALL BE SHORED AND CRIBBED .. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND PETRA ENGINEERING ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEAL TH ACT, CHAPTER 49.17 RCW. UTILITY NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. PETRA ENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. TOPOGRAPHIC NOTE: THE EXISTING CULTURAL AND TOPOGRAPHICAL DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, PETRA ENGINEERING CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. CALL 48 HRS BEFORE YOU DIG 1-800-424-5555 ,., vO EXISTING TOBE O'FARRELL PROPERTY TREE CUTTING I LAND CLEARING PLAN A PORTION OF THE NW 1/4 OF SEC. 18, TWP. 23 N., RGE. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON ' ' '-· 75 .. _ 7'1 ,L ' ,,,. c:., C-.; ~.r.! '-0 -.L (/} :?~ 2.'. :t ~ 1~:J ~ ~~j, ~ ·1 "' CLEARING & GRADING LIMITS (TYP.) 0 )Iii; : 1" = 20' 10 20 PRELIMINARY NOT FOR I CONSTRUCTIO~ ~----- 40 PROJECT INFO OWNER/CLIENT: ENGINEER: BRIAN O'FARRELL LAKERIDGE PAVING COMPANY P0BOX5430 PETRA ENGINEERING, LLC 535 DOCK STREET STE. 213 TACOMA, WA 98402 KENT, WA 98064 PARCEL#: SITE ADDRESS: SITE AREA: ZONING: MIN. LOT SIZE: MIN. LOT WIDTH: MIN. LOT DEPTH: MAX. LOT COVERAGE FOR BUILDINGS: MAX. BLDG. HGT.: SETBACKS: -FRONT YARD: -SIDE YARD: --REAR YARD: PARKING STALL: -STANDARD STALL: -COMPACT STALL: -HANDICAP STALL: TEL: 253-752-7617 SURVEYOR: PRIZM SURVEYING PO BOX 110700 TACOMA, WA 98411 TEL: 253-404-0983 FAX: 253404-0984 SITE DATA 1823059082 175 RAINIER AVENUE SOUTH RENTON,WA 33,243.41 SF/0.76AC CA (COMMERCIAL ARTERIAL) 5,000.00SF NONE NONE 65% OF TOTAL LOT AREA 50' 10' (SETBACK MAYBE REDUCED TOO' THROUGH THE SITE PLAN DEVELOPMENT REVIEW) 10' (SETBACK MAYBE REDUCED TOO' THROUGH THE SITE PLAN DEVELOPMENT REVIEW) 0' EXCEPT 15' IF LOT ABUTS A RESIDENTIAL ZONE 9'x20' 8.5'x16' 8'x20' (WITH SIDE STALL) SYMBOL LEGEND EXISTING CONTOUR -----350'-----PROPOSED CONTOUR ~ CLEARINGLIMITS a -0- IXI -0- ,- s E£) ® • • @ @ D • m 1.0% -x-- -ss- -so- -w--- PROPOSED ASPHALT/CONCRETE EXISTING CONCRETE TELEPHONE RISER FIRE HYDRANT WATER VALVE UTILITY POLE ANCHOR WIRE FOUND MONUMENT AS NOTED CALCULATED POSITION OF MONUMENT EXISTING SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER CLEAN-OUT EXISTING STORM DRAIN MANHOLE PROPOSED STORM DRAIN MANHOLE EXISTING CATCH BASIN PROPOSED CATCH BASIN EXISTING WATER METER FINISH GRADE SLOPE FILTER FABRIC FENCE UNDERGROUND SANITARY SEWER LINE UNDERGROUND STORM DRAINAGE LINE UNDERGROUND WATER LINE SIGN STREET LIGHT ~ ~ I J:;t;j d ~ ...;i ' I \.) ~ C 't E-< 1 Y of Renton Plan ling Division Al G 2 'l zugg SHEET 1 OF 1 OJ 0 ~ ~ ' " (() aO TCl.O VICINITY MAP RENTON MUNICIPAL AIRPORT > SURVEY REFERENCES R.O.S UNDER RECORDING NQ. 8202189010 R.O.S UNDER RECORDING NO. 9807219010 R.0.S. UNDER RECORDING Nb. 8909119006 R.0.S. UNDER RECORDING NO. 9905139010 R.O.S. UNDER RECORDING NO. 8007299010 I N 6TH ST A.L.T.A. SURVEY BY GEOMETRIX SURVEYING, INC. DATED 12/11/03 FOR GREG O'FARRELL WA. STATE HWY. PLANS FOR STATE HWY.# 5 TAX PARCEL MAPS OF $EC. 18-23-05 VERTICAL DATUM CITY OF RENTON DATUM (NAVO 1988) BENCHMARK NO. 280: TOP COB BRASS CAP EAST END OF CONG. CURB@ S.W. CORNER FOREST DRIVE S.E. & LAKEMONT BLVD. S.E. ELEVATION= 732.069 SET TEMPORAl3Y .. BENCHMARK, TOP N.W. CORNER CONG. STEP @FRONT DOOR RES. 116587 ELEVATION= 773.63 FILL SPECIFICATION FILL MATERIALS.HALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS,.DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL. OR LOCAL LAW ORDINANCE, CODE, REGULATION, RULE, . ' . ' ORDER, OR STANDARD. . TRENCH NOTE: IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)0, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND PETRA ENGINEERING ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. UTILITY NOTE: THE LOCATIONS OF EXISTING UNDERGROLJND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FQR ANY AND ALL , . DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. PETRA ENGINEERING ASSUMES NO LIABILITY FOR THE.LOCATION OF UNDERGROUND UTILITIES. TOPOGRAPHIC NOTE: THE EXISTING CULTURAL AND TOPOGRAPHICAL DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, PETRA ENGINEERING CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. CALL 48 HRS BEFORE YOU DIG 1-800-424-5555 . KEYSTONE f,.,·.,n0 )t r r\:llJ'F\UL r STORM SEWER MANHOLE;_ RIM-44.91, LADDER NE. I.E.-41.66, 12" CONC. N. I.E.-40.35, 12" CONC. S. OFARRELL PROPERTY DRAINAGE CONTROL PLAN A PORTION OF THE NW 1/4 OF SEC. 18, TWP. 23 N., RGE. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON . / , .. • ., , .. / ' PROPOSED GRAVEL AREA -~-------·-------- \ __ ) ' ... -' / / I REVISED PROPERTY VLINE (TYP.) . (PUBLIC ROAD) ii( . 1" = 20' -' 0 70 20 PRELIMINAf(Y NOT FOF: CONSTF:UCTIO PROJECT INFO OWNER/CLIENT: ENGINEER: BRIAN O'FARRELL LAKERIDGE PAVING COMPANY P0BOX5430 PETRA ENGINEE~ING, LLC 535 DOCK STREET STE. 213 TACOMA, WA 98492 KENT, WA 98064 PARCEL#: SITE ADDRESS: SITE AREA: ZONING: MIN. LOT SIZE: MIN. LOT WIDTH: MIN. LOT DEPTH: MAX. LOT COVERAGE FOR BUILDINGS: MAX. BLDG. HGT.: SETBACKS: -FRONT YARD: -SIDE YARD: -REAR YARD: PARKING STALL: -STANDARD STALL: -COMPACT STALL: -HANDICAP ST ALL; TEL: 253-752-7617 1 ·SURVEYOR: PRIZM SURVEYING PO BOX 110700 TACOMA, WA98411 TEL: 253-404-0983 FAX: 253-404-0984 SITE DATA 1823059082 175 RAINIER AVENUE SOUTH RENTON, WA 33,243.41 SF/ 0.76 AC CA (COMMERCIAL ARTERIAL) 5,000.00 SF NONE NONE 65% OF TOTAL LOT AREA 50' I 1 O' (SETBACK MAYBE REDUCJ;:D TO 0' THROUGH THE SITE PLAN DEVELOPMENT REVIEW) 10' (SETBACK MAYBE REDUCED TOO' THROUGH THE SITE PLAN DEVELOPMENT REVIEW) O' EXCEPT 15' IF LOT ABUTS A RESIDENTIAL ZONE 9'x20' 8.5'x16' 8'x20' (WITH SIDE STALL) SYMBOL LEGEND EXISTING CONTOUR -----350'-----PROPOSED CONTOUR ~ CLEARINGLIMITS 0 -6- l><l -0--s EB ® • • @ @ 0 • m 1.0% --x-- -ss-. - -so- -w-.- t<> ~ PROPOSED ASPHALT/CONCRETE EXISTING CONCRETE TELEPHONE RISER FIRE HYDRANT WATER VALVE UTILITY POLE ANCHOR WIRE FOUND MONUMENT AS NOTED • I CALCULATED POSITION OF MONUMENT ' EXISTING SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER +NHOLE PROPOSED SANITARY SEWER CLEAN-OUT I EXISTING STORM DRAIN MANHqLE I PROPOSED STORM DRAIN MAN~OLE ' EXISTING CATCH BASIN PROPOSED CATCH BASIN EXISTING WATER METER FINISH GRADE SLOPE FILTER FABRIC FENCE ;; ' UNDERGROUND SANITARY SEWER LINE I UNDERGROUND STORM DRAINAGE LINE UNDERGROUND WATER LINE SIGN STREET LIGHT I I 40 LEGAL DESCRIPTION (AS PROVIDED BY CLIENT) PARCEL 'A': A.P.N. 182305-9011 (175 RAINIER AVE. S.) THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, AND OF GOVERNMENT LOT 4, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE QUARTER CORNER ON THE WEST BOUNDARY LINE OF SAID SECTION 18; THENCE NORTH 89'03'07" EAST ALONG THE EAST-WEST CENTERLINE OF SAID SECTION A DISTANCE OF .2177.12 FEET TO AN INTERSECTION WITH THE EASTERLY MARGIN OF COUNTY ROAD NO. 80 (ALSO KNOWN AS 91 ST AVENUE SOUTH); THENCE ALONG SAID EASTERLY MARGIN NORTH 11°05'23" EAST A DISTANCE OF 96.46 FEET TO AN INTERSECTION WITH THE NORTHERLY MARGIN OF THE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE CONTINUING ALONG SAID EASTERLY MARGIN NORTH 11'05'23" EAST A DISTANCE OF 413.12 FEETTOAPOINTON A LINE 406 FEET NORTH OF AND PARALLEL WITH THE NORTHERLY MARGIN OF SAID PIPE LINE RIGHT-OF-WAY; THENCE SOUTH 89'33'37" EAST A DISTANCE OF 133.97 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00°26'23" EAST A DISTANCE OF 165.59 FEET TO THE SOUTHERLY MARGIN OF SOUTHWEST VICTORIA STREET (ALSO KNOWN AS SOUTH 133RD PLACE) 25 FEET IN WIDTH; THENCE EAST ALONG SAID SOUTHERLY MARGIN A DISTANCE OF 117 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF THE D.C. MITCHELL ROAD; THENCE SOUTH ALONG SAID WESTERLY MARGIN TO AN INTERSECTION WITHA LINE THAT BEARS SOUTH 89'33'37' EAST FROM THE TRUE POINT OF BEGINNING; PARCEL 'B': A.P.N. 182305-9082 ( RAINIER AVE. S.) THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND OF GOVERNMENT LOT 4 IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON (CITY OF RENTQN) DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF THE D.C, MITCHELL COUNTY ROAD WITH THE NORTHERLY MARGIN OF THE CITY OF SEATTLE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE NORTH 02'18'49" EAST, 200.02 FEET; THENCE NORTH 89'51'11" WEST PARALLEL WITH SAID NORTHERLY MARGIN 2.77 FEET TO A POINT ON THE WESTERLY MARGIN OF RAINIER AVENUE SOUTH (STATE HIGHWAY NO. 5), SAID MARGIN BEING A5680.00 FOOT RADIUS CURVE CONCAVE TO THE WEST; A RADIAL AT SAID POINT BEARING NORTH 89'28'32" WEST, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89'51'11" WEST 156.11 FEET; THENCE NORTH 06'32'49" EAST, 50.32 FEET; TH.ENCE NORTH 89'51'11" WEST 13.88 FEET TO A POINT 128.40 FEET EASTERLY ( AS MEASURED ALONG A LINE PARALLEL WITH SAID CEDAR RIVER PIPELINE RIGHT-OF,WAY) FROM THE EASTERLY MARGIN OF 91ST AVENUE SOUTH (RAINIER BOULEVARD) AS LOCATED IN COUNTY SURVEY NO 197 1/2, JANUARY. 1909; THENCE NORTH 08'32'49" EAST, 157.1.4 FEET TO THE NORTHWEST CORNER OF THAT TRACT OF LAND CONVEYED BY DEED RECORDED UNDER RECORDING NO. 6469251; THENCE SOUTH 89'52'13" EAST ALONG THE NORTH LINE THEREOF 144.28 FEET TO SAID WESTERLY MARGIN OF RAINIER AVENUE SOUTH (STATE HIGHWAY NO. 5); THENCE SOUTHERLY ALONG SAID WESTERLY MARGIN AN ARC DISTANCE OF 206.24 FEET TO THE TRUE POINT OF BEGINNING. PARCEL 'C': A.P.N. 182305,9122 (188 HARDIE AVE. S.W.) THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF THED.C. MITCHELL COUNTY ROAD, WITH THE NORTHERLY MARGIN OF THE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE NORTH 02'18'49" EAST 275.02 FEET; THENCE NORTH 89°51'11' WEST AND PARALLEL WITH SAID PIPE LINE RIGHT-OF-WAY, 3.02 FEET TO THE WESTERLY MARGIN OF STATE HIGHWAY NO. 5; THENCE NORTHERLY ALONG SAID WESTERLY MARGIN OF SAID STATE HIGHWAYNO . 5, A DISTANCE OF 75.01 FEET, MORE OR LESS, TO THE NORTHEAST CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 2716165; THENCE WEST ALONG THE NORTH LINE OF THAT CERTAIN TRACT 163.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 06'32'49" WEST TO INTERSECT THE NORTH LINE OF THAT CERTAIN TRACT OF LAND CONVEYED BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 40.18280; THENCE WEST ALONG SAID NORTH LINE, 128.40 FEET TO THE EASTERLY MARGIN OF HARDIE AVENUE SOUTHWEST; THENCE NORTHERLY ALONG SAID EASTERLY MARGIN, 101.75 FEET TO THE NORTH LINE OF SAID CERTAIN TRACT OF LAND, RECORDED UNDER KING COUNTY RECORDING NO. 2716165; THENCE _EAST ALONG SAID NORTH LINE 120.81 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 'D': A.P.N .. 182305-9122 (196 HARDIE AVE. S.W.) THAT PORTION OF GOVERNMENT LOT 4 AND OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF THE D.C. MITCHE;LL COUNTY ROAD (RAINIER AVENUE SOUTH) WITH THE NORTHERLY MARGIN OF THE CITY OF SEATTLE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE NORTH 02'18'49" EAST, 200.02 FEET; THENCE NORTH 89°51 '11" WEST, 2.97 FEET TO THE WESTERLY MARGIN OF STATE HIGHWAY NO. 5 (RAINIER AVENUE); THENCE CONTINUING NORTH 89'51'11" WEST PARALLEL TO SAID PIPE LINE RIGHT-OF-WAY, A DISTANCE OF 156.11 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE NORTH 06'32'49" EAST 50.32 FEET; THENCE NORTH 89'51'11" WEST 143.50 FEET TO THE EAST MARGIN OF 91ST AVENUE SOUTH, FORMERLY COUNTY ROAD; THENCE SOUTH 10'50'46" WEST, 50.88 FEET; THENCE SOUTH 89'51'11' EAST, 147.30 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. 1--1--t-----·-- c:J z ~ ~ ~ ~ z ~ t) z ~ ~- (/) -J -,: cc ~ c5 z 0.:, "' bi, !] S"' J::l ~ i:< i:< 6<l ~ ' -i"2 ' r;:; "" ~ "--i"2 ' Pl ""' ' ~ "" ~ ~ ~ ~ <,I' § ~ ") -. "" .Eai "" ' -<.) g "" ti ~ \ri /· 1;.1 City of Renton Plan 1ing Division A' G 2 7 1009 SHEET 1 OF 1 DPl.O ·~ 0 ~ 0 <Xl Ol 0 0 GI > u 0 "' 0 I m 0 / a, 5 D / Q) C 0 1') 0 ~ " <( 0 tO 0 I Q', 0 / ['-- C) C) N I VICINITY MAP RENTON MUNICIPAL AIRPORT AIRPORT > SURVEY REFERENCES R.0.S UNDER RECORDING NO. 8202189010 R.O.S UNDER RECORDING NO. 9807219010 R.0.S. UNDER RECORDING NO. 8909119006 R,0.S. UNDER RECORDING NO. 9905139010 R.O.S. UNDER RECORDING NO. 8007299010 I N6TH ST A.LT.A. SURVEY BY GEOMETRIX SURVEYING, INC. DATED 12/11/03 FOR GREG O'FARRELL WA. STATE HWY. PLANS FOR STATE HWY.# 5 TAX PARCEL MAPS OF SEC. 18-23-05 VERTICAL DATUM CITY OF RENTON DATUM (NAVO 1988) BENCHMARK NO. 280: TOP COB BRASS CAP EAST END OF CONG. CURB@ S.W. CORNER FOREST DRIVE S.E. & LAKEMONT BLVD. S.E. ELEVATION= 732.069 SET TEMPORARY · -BENCHMARK,-TOP N.W. CORNER CONG. STEP@ FRONT DOOR RES. #6587 ELEVATION~ 773.63 FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, ORWHICH OTHERWISE VIOLATE ANY STATE, FEDERAL. OR LOCAL LAW. ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. TRENCH NOTE: IF WORKERS 'ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2·09.3(3)8, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND PETRA ENGINEERING ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEAL TH ACT, CHAPTER 49.17RCW. UTILITY NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. PETRA ENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. TOPOGRAPHIC NOTE: THE EXISTING CULTURAL AND TOPOGRAPHICAL DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, PETRA ENGINEERING CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. CALL 48 HRS BEFORE YOU DIG 1-800-424-5555 KEYSTONE O'FARRELL PROPERTY UTILITY PLAN A PORTION OF THE NW 1/4 OF SEC. 18, TWP. 23 N., RGE. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON PROPOSED GRAVEL AREA .. -· . ' ~ __ / I ' I I REVISED PROPERTY VLINE (TYP.) 1" = 20' -s 0 10 I 20=-- PROJECT INFO OWNER/CLIENT: ENGINEER: BRIAN O'FARRELL LAKERIDGE PAVING COMPANY POBOX5430 PETRA ENGINEERING, LLC 535 DOCK STREET STE. 213 TACOMA, WA98402 KENT, WA 98064 TEL: 253-752-7617 SURVEYOR: PRIZM SURVEYING PO BOX 110700 TACOMA, WA98411 TEL: 253-404-0983 FAX: 253-404-0984 SITE DATA PARCEL#: 1823059082 SITE ADDRESS; 175 RAINIER AVENUE SOUTH RENTON, WA SITE AREA: 33,243.41 SF/ 0.76 AC ZONING: CA (COMMERCIAL ARTERIAL) MIN. LOT SIZE; 5,000.00 SF MIN. LOT WIDTH: NONE MIN. LOT DEPTH; NONE MAX. LOT COVERAGE FOR BUILDINGS: 65% OF TOTAL LOT AREA MAX. BLDG. HGT.: SETBACKS; -FRONT YARD; -SIDE YARD: -REAR YARD: PARKING STALL: -STANDARD STALL: -COMPACT STALL; -HANDICAP STALL: 50' I I 1 O' (SETBACK MAYBE REDUCED TO O' THROUGH THE SITE PLAN DEVELOPMENT REVIEW) 10' (SETBACK MAYBE REDUCED TOO' THROUGH THE SITE PLAN DEVELOPMENT REVIEW) O' EXCEPT 15' IF LOT ABUTS A RESIDENTIAL ZONE 9'x20' 8.5'x16' 8'x20' (WITH SIDE STALL) SYMBOL LEGEND EXISTING CONTOUR -----350'-----PROPOSED CONTOUR ~ CLEARINGLIMITS a -0- IXI -0- s EB ® • .. @ @ 0 • rn 1.0% --x-- -ss- -so- -w- PROPOSED ASPHALT/CONCRETE EXISTING CONCRETE TELEPHONE RISER FIRE HYDRANT WATER VALVE UTILITY POLE ANCHOR WIRE FOUND MONUMENT AS NOTED. I CALCULATED POSITION OF M~NUMENT EXISTING SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER bLEAN-OUT ' EXISTING STORM DRAIN MANHOLE ' PROPOSED STORM DRAIN MANHOLE EXISTING CATCH BASIN PROPOSED CATCH BASIN 1 EXISTING WATER METER l FINISH GRADE SLOPE FILTER FABRIC FENCE I UNDERGROUND SANITARY SEfER LINE UNDERGROUND STORM DRAITGE LINE UNDERGROUND WATER LINE SIGN I STREET LIGHT , I 40 LEGAL DESCRIPTION (AS PROVIDED BY CLIENT) PARCEL 'A'; A.P.N. 182305·9011 (175 RAINIER AVE. S.) THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, AND OF GOVERNMENT LOT 4, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETIE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; BEGINNING AT THE QUARTER CORNER ON THE WEST BOUNDARY LINE OF SAID SECTION 18; THENCE NORTH 89'03'07" EAST ALONG THE EAST-WEST CENTERLINE OF SAID SECTION A DISTANCE OF 2177.12 FEET TO AN INTERSECTION WITH THE EASTERLY MARGIN OF COUNTY ROAD NO. 80 (ALSO KNOWN AS 91ST AVENUE SOUTH); THENCE ALONG SAID EASTERLY MARGIN NORTH 11'05'23" EAST A DISTANCE OF 96.46 FEET TO AN INTERSECTION WITH THE NORTHERLY MARGIN OF THE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE CONTINUING ALONG SAID EASTERLY MARGIN NORTH 11'05'23" EAST A DISTANCE OF 413.12 FEET TO A POINT ON A LINE 406 FEET NORTH OF AND PARALLEL WITH THE NORTHERLY MARGIN OF SAID PIPE LINE RIGHT-OF-WAY; THENCE SOUTH 89'33'37" EAST A DISTANCE OF 133.97 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00'26'23" EAST A DISTANCE OF 165.59 FEET TO THE SOUTHERLY MARGIN OF SOUTHWEST VICTORIA STRJ=ET (ALSO KNOWN AS SOUTH 133RD PLACE) 25 FEET IN WIDTH; THENCE EAST ALONG SAID SOUTHERLY MARGIN A DISTANCE OF 117 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF THE D.C. MITCHELL ROAD; THENCE SOUTH ALONG SAID WESTERLY MARGIN TO AN INTERSECTION WITH A LINE THAT BEARS SOUTH 89'33'37" EAST FROM THE TRUE POINT OF BEGINNING; PARCEL 'B'; A.P.N. 182305-9082 ( RAINIER AVE. S.) THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND OF GOVERNMENT LOT 4 IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON (CITY OF RENTON) DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF THE D.C. MITCHELL COUNTY ROAD WITH THE NORTHERLY MARGIN OF THE CITY OF SEATTLE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE NORTH 02'18'49" EAST, 200.02 FEET; THENCE NORTH 89'51'11" WEST PARALLEL WITH SAID NORTHERLY MARGIN 2.77 FEET TO A POINT ON THE WESTERLY MARGIN OF RAINIER AVENUE SOUTH (STATE HIGHWAY NO. 5), SAID MARGIN BEING A 5680.00 FOOT RADIUS CURVE CONCAVE TO THE WEST; A RADIAL AT SAID POINT BEARING NORTH 89'28'32" WEST, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89'51'11" WEST 156.11 FEET; THENCE NORTH 06'32'49" EAST, 50.32 FEET; THENCE NORTH 89'51'11" WEST 13.88 FEET TO A POINT 128.40 FEET EASTERLY ( AS MEASURED ALONG A LINE PARALLEL WITH SAID CEDAR RIVER PIPELINE RIGHT-OF-WAY) FROM THE EASTERLY MARGIN OF 91ST AVENUE SOUTH (RAINIER BOULEVARD) AS LOCATED IN COUNTY SURVEY NO 197 1/2, JANUARY, 1909; THENCE NORTH 08'32'49" EAST, 157.14 FEET TO THE NORTHWEST CORNER OF THAT TRACT OF LAND CONVEYED BY DEED RECORDED UNDER RECORDING NO. 6469251; THENCE SOUTH 89'52'13" EAST ALONG THE NORTH LINE THEREOF 144.28 FEET TO SAID WESTERLY MARGIN OF RAINIER AVENUE SOUTH (STATE HIGHWAY NO. 5); THENCE SOUTHERLY ALONG SAID WESTERLY MARGIN AN ARC DISTANCE OF 206.24 FEET TO THE TRUE POINT OF BEGINNING. PARCEL 'C'; A.P.N. 182305-9122 (188 HARDIE AVE. S.W.) THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF THE D.C. MITCHELL COUNTY ROAD, WITH THE NORTHERLY MARGIN OF THE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE NORTH 02'18'49" EAST 275.02 FEET; THENCE NORTH 89'51 '11" WEST AND PARALLEL WITH SAID PIPE LINE RIGHT-OF-WAY, 3.02 FEET TO THE WESTERLY MARGIN OF STATE HIGHWAY NO. 5; THENCE NORTHERLY ALONG SAID WESTERLY MARGIN OF SAID STATE HIGHWAY NO. 5, A DISTANCE OF 75.01 FEET, MORE OR LESS, TO THE NORTHEAST CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 2716165; THENCE WEST ALONG THE NORTH LINE OF THAT CERTAIN TRACT 163.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 06'32'49" WEST TO INTERSECT THE NORTH LINE OF THAT CERTAIN TRACT OF LAND CONVEYED BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 4018280; THENCE WEST ALONG SAID NORTH LINE, 128.40 FEET TO THE EASTERLY MARGIN OF HARDIE AVENUE SOUTHWEST; THENCE NORTHERLY ALONG SAID EASTERLY MARGIN, 101.75 FEET TO THE NORTH LINE OF SAID CERTAIN TRACT OF LAND, RECORDED UNDER KING COUNTY RECORDING NO. 2716165; THENCE EAST ALONG SAID NORTH LINE 120.81 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 'D'; A.P.N. 182305-9122 (196 HARDIE AVE. S.W.) THAT PORTION OF GOVERNMENT LOT 4 AND OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF THE D.C. MITCHELL COUNTY ROAD (RAINIER AVENUE SOUTH) WITH THE NORTHERLY MARGIN OF THE CITY OF SEA TILE CEDAR RIVER PIPE LINE RIGHT-OF-WAY; THENCE NORTH 02'18'49" EAST, 200.02 FEET; THENCE NORTH 89°51 '11" WEST, 2.97 FEET TO THE WESTERLY MARGIN OF STATE HIGHWAY NO. 5 (RAINIER AVENUE); THENCE CONTINUING NORTH 89"51'11" WEST PARALLEL TO SAID PIPE LINE RIGHT-OF-WAY, A DISTANCE OF 156.11 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE NORTH 06"32'49" EAST 50.32 FEET; THENCE NORTH 89'51 '11" WEST 143.50 FEET TO THE EAST MARGIN OF 91ST AVENUE SOUTH, FORMERLY COUNTY ROAD; THENCE SOUTH 10'50'46" WEST, 50.88 FEET; THENCE SOUTH 89'51'11" EAST, 147.30 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. -f-+ i ' >-. 0 "" <"I E-< ~ II 0~ ~ U) - ~ j 2:: Ci.; ;:,.... j ~ )- ~ t::l lb ::::i I(/) a2 ..,: C, Q_ ~ -0 C 'ity of Rento "l I 'Janning Division SHEET 1 OF 1 2 Q f:::: Q § VJ L1J C, 0) 0 I<) le! <'j "' <O aO >-:i i's --,, UPl.O