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HomeMy WebLinkAboutLarge FormatFIRE HYDRANT IS f241.8' W. OF W. PROPERTY LINE AND f23.5' N OF CENTERLINE OF S.W. 3RD PL. VA FOUND CONCRETE MONUMENT WITH 3 8 BRASS PLUG WITH PUNCH IN CASE SSMH #5 IS N 71'3428" W A DISTANCE OF 375.32' #5 FROM SSMH #4 1 AS" YX44 CB #1 RIM=150.84' 6" CONCRETE N.E. IE=149.34' CB #2 RIM=145.01 ' 12" CONCRETE W. IE=140.66' 12" CONCRETE E. IE=140.61 ' 6" CONCRETE S.W. I E=142.01 ' CB #3 RIM=135.57' 12" CONCRETE W. IE=132.4 7' 12" CONCRETE E. I E=132.37' SSMH #4 RIM=140.22' 8" CLAY E.—W. IE=132.49' AT CENTER OF CHANNEL SSMH #5 RIM=163.77' 8" CLAY N.—W.—E. IE=155.17' AT CENTER OF CHANNEL SSMH #6 HIM=129.60' 8" CLAY N.—W.—S. IE=122.25' AT CENTER OF CHANNEL SSMH #7 RIM=109.52' 8" CONC. N.W.—S.E. IE=103.92' AT CENTER OF CHANNEL SSMH #8 RIM=1 1 1.00' 6" TILE N.W.—S.E. IE=106.05' AT CENTER OF CHANNEL CENERAL UTI. 1 "= 30' E O` \ a moo' \ # 1 •1c /- 1 44� 142 / — WOOD ----L1 38 DECK l 7 136 / 134/ / 132 y h ,� of 4� 30 4Z� / 128 / /1p AVEMENT--- 0/ ICKENED EDGE EAST SID 12 „� TAX PARCEL #214370-1125 �$ i� / ^ i � APPROXIMATE HOME f�� SIZE & LOCATION, TYP / LOT B - l �! 6, 693 SQ. r T. Cli gg PVC tiE F STUB, LIES 1� o� 05.05 TAX PARCEL J214370-1170 TAX PARCEL #214370-1180 ' FLOW DISPERSAL TRENCH, DTL 1/1 / DRAINAGE EASEMENT TAX PARCEL J214370-1190 -OUND REBAR AND CAP 0.20' S. BY 0.10' E. OF PROPERTY CORNER LOCATED IN THE N. E. 114 OF THE S. OF SECTION 18, TOWNSHIP 23 NORTH, RANGE )41 "00 ©\. SOUSE � � /l DECK ES e No S / l 61/ O �130 a / o / TAX PARCEL Q� #214370-1216 o�� 1 6X. ?7iVC �Nc 1 NRs RESS o 1 HT / / S,KRUFc Idalm�y OF WAs. p CramerNorthwest Jmc. 'y�.� . ENGINEERS, SURVEYORS & PLANNERS 945 N. CENTRAL, STE. #104, KENT, WA 98032 SF0// T (253)852-4880 (local) or 1—(800)251-0189 (toll free) (253)85."..-4955 (fax) TONAL -I-LS E—MAIL: cniOcromernw.com EXPIRES 11/26/2007 `SPLASH BLOCK DTL 2/1, TYP HOUSE S. W. CORNER f3.1' E. OF PROPERTY LINE TAX PARCEL #214370-1206 TAX PARCEL #214370-1087 W. 114, 5 E, W.M. roof downspout serves up to 700 s.f. of roof — 50' min. vegetated flow path splash block house ' downspout extension splash block #3 SPLASH BLOCK _ NTS \ \ PAINTED WATER LIN RO�FD FpG FIRE HYDRANT IS f249.7' E. OF E. PROPERTY LINE AND t37.8' N OF CENTERLINE OF '-\� S. W. 3RD PL. SSMH 6 �\6 /1 IS S 71'21'41"EA DISTANCE OF 251.44' l FROM SSMH 4 FOUND CONCRETE MONUMENT/ / WITH 3 BRASS DISK WITH l PUNCH IN CASE ipe O.D. 1'-0 1'-0 min min end cap or plug ��,• clean out wye from pipe u u ►��• 4" or 6" perforated pipe laid flat/level -. - -- notched.___._?_. - ,f-,. _- grade board 2 x 2"notches IS♦ • 18" O.C. i ♦ • type I CB w/solid cover (locking) A A 18" O.C. ( o • 2,• influent pipe (max design flow < 0.5 CFS per trench) 2" grade r I ®• clean out wye from pipe board notches 2" • • • .PLAN NTS flow to second dispersal trench ,pipe O.D. if necessary galvanized bolts NOTES: 2" x 12" t<` 1. This trench shall be constructed so treated gradeas Pressurefco4" to prevent point discharge and/or board p °"o erosion. o E ° or 6 perforated 2. Trenches may be placed no closer pipe laid flat than 50 feet to one another. (100 feet ri t Valong flowline) 'o a 3. Trench and grade board must be n aV ° level. Align to follow contours of site. 4" x 4' support post 7 0° clean (S5% fines] 4. Support post spacing as required by ° 00 11/2-3/4 washed rock soil conditions to ensure grade board 0 °° o remains level. filter fabric DING PLAN *15% max for flow control/water quality SECTION A -A treatment in rural areas. NTS I UIJY'tKJIVN IKt NI. Pi flow to other branching CB's as necessary over NTS i sum: soil - i NW 1 f)=30' NORVOWAU N" 9°7,99, DESMM.- CITY OF LSK RENTON LSK ONE WM DATUM CHECKM.sK AV � � Planning/Building/Public Works Dept. FNmOWo, NO. REVISION BY DATE APPR AP a1 - SCME A 0f `Y \—fflv '—-7—A r IMM r r�; I rrL- 523 SW 3RD PLACE VICINITY MAP RENTON, WA 98057 LEGAL DESCRIPTION: PER STATUTORY WARRANTY DEED NO. 20041227002352: LOT 1, CITY OF RENTON, LOT LINE ADJUSTMENT NO. LUA-04-068, RECORDED UNDER RECORDING NO. 20040907900014, IN KING COUNTY, WASHINGTON, BEING A PORTION OF LOTS 6, 7, AND 8, BLOCK 7, EARLINGTON, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 14 OF PLATS, PAGE 7, IN KING COUNTY, WASHINGTON. BENCHMARK: CITY OF RENTON MONUMENT ID NO. 1853 FOUND CONCRETE MONUMENT WITH LEAD AND TACK AT INTERSECTION OF S.W. LANGSTON RD. AND THOMAS AVE S.W. ELV.=231.95' SITE BENCHMARK 60D NAIL SET IN S. FACE OF UTILITY POLE ELVATION=142.78' VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 CONTOUR INTERVAL: 2.00 U.S. FEET ABBREMTIONS BLC - BUILDING CORNER MH - MANHOLE C - COMPACT MJ - MECHANICAL JOINT CB - CATCH BASIN OVHD - OVERHEAD CL - CLASS PL - PROPERTY LINE CO - CLE4N OUT R - RADIUS D - STORM DRAIN R/W - RIGHT-OF-WAY DDCV - DOUBLE DETECTOR CHECK VALVE S - SANITARY SEWER DI - DUCTILE IRON SO FT - SQUARE FEET DS - DOWNSPOUT S/W - SIDEWALK - D/W - DRIVEWAY TO - TOP OF CURB EL - ELEVATION ,P - TEST PIT ESMT - FASEMENT U.N.O. - UNLESS NOTED OTHERWISE FD - FOUNDATION DRAIN S - SOUTH FDC - FIRE DEPT. CONNECTION W - WEST FF - FINISH FLOOR E - EAST FHY - FIRE HYDRANT N - NORTH FL - FLANGE JOINT NW - NORTHWEST H/C - HANDICAP SW - SOUTHWEST IE - INVERT ELEVATION NE - NORTHEAST LF - LINEAR FEET SE - SOUTHEAST L/S - LANDSCAPING LEGEND: DESCRIPTION NEIP EXISTING STORM SEWER EX. STORM SANITARY SEWER 55 EX. SEWER WATER WEX_ WATER AC PAVING CONC. SIDEWALK CONTOURS 50 STORM MANHOLE 0 STORM CATCHBASIN OED SANITARY SEWER MANHOLE WATER VALVE FIRE HYDRANT UTILITY POLE FOUND MONUMENT AS DESCRIBED Do SANITARY SEWER CLEANOUT WATER METER WATER FAUCET 0< GAS METER m OIL TANK FILL CAP CD GUY ANCHOR TELEPHONE RISER TEMPORARY BENCHMARK TUMBER SHORT PLAT 7-25-07 FOR TARA TUMBER Sao No: GENERAL UTILITIES/DRAINAGE CONTOOU 1 CONCEPTUAL GRADING PLAN �' 1 OF.1 DEVELOPMENT pLpt4NING c�ITY GAF FioNTt3Nl A NNNNAA MOV RECETIED TAX PARCEL #214370-1 125 APPROXIMATE HOME SIZE & LOCATION, T PARCEL BOUNDARY 2116 i TAX PARCEL #214370— 1 1 70 TA; #2 2117 TREE PL_ANTIN(:�; FLAN For 5W 3rd FL Renton, TWO LOT &k 4ORT FLAT I 1 01 ! UI\YAII1nU1— LrAJLIVILIV 1 2119 TAX PARCEL #214370— 1 190 GRAPHIC SCALE 0 10 20 40 I" =20'-m" 2121 Planning Division I I" WIDE SOFT RUBBER CHAIN LOCK TREE TIE WRAP AROUND EACH STAKE AND TREE 2" DIA. WOOD STAKES LAYER OF MULCH �r FORM 2" WATERING BA51N AROUND TREE EXISTING 5011- PEEL BURLAP BACK FROM TOP 1/3 TO 1/2 OF ROOTBALL 1 BACK -ILL PER PLANT NOTES Z 501L BENEATH TREE TO BE EXISTING SOIL OR S, COMPACT SOIL TO aE)% MAX. DENSITY TREE PIT TO BE THREE TIMES THE DIAMETER OF ROOTBALL TREE PIT TO BE SAME DEPTH AS ROOTBALL SCARIFY BOTTOM AND 5IDE5 OF PLANT PIT IN AREAS WITHOUT ROOT BARRIER SET STAKES PARALLEL TO ADJACENT STREET STAKE OUTSIDE OF ROOTBALL SET TREE 1" ABOVE GRADE AS GROWN IN NURSERY FIRM BACKFILL IN PLACE AND WATER IN WELL \ TREE ST4< NC;: E)E T,41 L_ N.T.S. 1 SECTION PL. AN T S C�4 EE�) U L QuANT. 4 P'I'f<'US CALLERYANA 'GLEN'S FORM' CHANTICLEER FLOIUERING PEAR 1 1/2" CAL NO IF�'.RIGATION SYSTEM 15 PROVIDE, ALL SPECIES ARE DROUGHT TOLERANT AND WILL NOT NEED :SUPPLEMENTAL WATER AFTER A TWO YEAR ESTAPLISHMENT PERIOD THERE ARE NO SIGNIFICANT TREES ON SITE, NO TREE PLAN REQUIRED THE PLAT DOE15 NOT FRONT ON A STREET, NO BUFFER STRIP REQUIRED TWO TREES PER LOT REQUIRED IN THE FRONT YARD OF EACH LOT, PROVIDED AS SHOWN ON PLAN. VERIFY ALL SITE PLAN INFORMATION ON THIS SHEET WITH CIVIL PLANS PRIOR TO CONSTRUCTION CONSTRUCT ION NOTES: CONTRACTOR SHALL COMPLETELY FAMILIARIZE THEMSELVES WITH THE PROJECT AS WELL AS ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION FOR INDIVIDUALLY PLANTED TREES PREPARE AN S' DIAMETER PLANTING AREA, AREA TO BE I" BELOW FINISHED GRADE TO ALLOW FOR ,TOPSOIL AND MULCH. NOTE, TOP OF MULCH WILL BE ABOVE PROPOSED FINISHED GRADE. ADD ro" OF TOPSOIL MIX CONSISTING OF 2/3 CEDAR GROVE COMPOST, THOROUGHLY MIXED WITH 1/3 COARSE SAND. TILL INTO 12" OF EXISTING SOIL. PLANT TREE PER DETAIL "2 THIS SHEET, BACK FILL WITH SOIL FROM PLANT PIT, AS AMENDED ABOVE. MULCH IN S' DIAMETER AROUND EACH INDIVIDUAL TREE WITH 3" OF FINE BARK. KEEP BARK I" AWAY FROM TRUNK OF TREE. WATER PLANTS IN WELL. CONTRACTOR 15 RESPONSIBLE FOR WATERING UNTIL FINAL ACCEPTANCE OF THEIR WORK. MULCH TO BE FREE OF GARBAGE AND WEEDS AND MAY NOT CONTAIN EXCESSIVE RESIN, TANNIN, OR OTHER MATERIAL DETRIMENTAL TO PLANT GROWTH FERTILIZE WITH BEST-PAKS FERTILIZER, AVAIL. HORIZON 425.828.4554 { ONE PACKET PER I G.{�L LON, 2 PER 2 GAL, 3 PER 5 gal; 14 PER TREE. EVENLY SPACF PACKS r^ :OUND r'ROOTBALL (o-8" FROM 5O1I. S:li2-"AG= ALL PLANTS SHALL CONFORM TO AMERICAN STANDARD FOR NURSERY STOCK, ANL A PROVIDE ONE YEAR WARRANTY STARTING FROM DATE OF FINAL ACCEPTANCE c COORDINATE ALL WORK WITH GENERAL CONTRACTOR PLANTING WILL REQUIRE SUPPLEMENTAL WATER THROUGH AT LEAST THEIR FIRST GROWING SEASON i ice, w VN NtA REVISIONS i TAX PARCEL #214370— 1 1 70 TA; #2 2117 TREE PL_ANTIN(:�; FLAN For 5W 3rd FL Renton, TWO LOT &k 4ORT FLAT I 1 01 ! UI\YAII1nU1— LrAJLIVILIV 1 2119 TAX PARCEL #214370— 1 190 GRAPHIC SCALE 0 10 20 40 I" =20'-m" 2121 Planning Division I I" WIDE SOFT RUBBER CHAIN LOCK TREE TIE WRAP AROUND EACH STAKE AND TREE 2" DIA. WOOD STAKES LAYER OF MULCH �r FORM 2" WATERING BA51N AROUND TREE EXISTING 5011- PEEL BURLAP BACK FROM TOP 1/3 TO 1/2 OF ROOTBALL 1 BACK -ILL PER PLANT NOTES Z 501L BENEATH TREE TO BE EXISTING SOIL OR S, COMPACT SOIL TO aE)% MAX. DENSITY TREE PIT TO BE THREE TIMES THE DIAMETER OF ROOTBALL TREE PIT TO BE SAME DEPTH AS ROOTBALL SCARIFY BOTTOM AND 5IDE5 OF PLANT PIT IN AREAS WITHOUT ROOT BARRIER SET STAKES PARALLEL TO ADJACENT STREET STAKE OUTSIDE OF ROOTBALL SET TREE 1" ABOVE GRADE AS GROWN IN NURSERY FIRM BACKFILL IN PLACE AND WATER IN WELL \ TREE ST4< NC;: E)E T,41 L_ N.T.S. 1 SECTION PL. AN T S C�4 EE�) U L QuANT. 4 P'I'f<'US CALLERYANA 'GLEN'S FORM' CHANTICLEER FLOIUERING PEAR 1 1/2" CAL NO IF�'.RIGATION SYSTEM 15 PROVIDE, ALL SPECIES ARE DROUGHT TOLERANT AND WILL NOT NEED :SUPPLEMENTAL WATER AFTER A TWO YEAR ESTAPLISHMENT PERIOD THERE ARE NO SIGNIFICANT TREES ON SITE, NO TREE PLAN REQUIRED THE PLAT DOE15 NOT FRONT ON A STREET, NO BUFFER STRIP REQUIRED TWO TREES PER LOT REQUIRED IN THE FRONT YARD OF EACH LOT, PROVIDED AS SHOWN ON PLAN. VERIFY ALL SITE PLAN INFORMATION ON THIS SHEET WITH CIVIL PLANS PRIOR TO CONSTRUCTION CONSTRUCT ION NOTES: CONTRACTOR SHALL COMPLETELY FAMILIARIZE THEMSELVES WITH THE PROJECT AS WELL AS ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION FOR INDIVIDUALLY PLANTED TREES PREPARE AN S' DIAMETER PLANTING AREA, AREA TO BE I" BELOW FINISHED GRADE TO ALLOW FOR ,TOPSOIL AND MULCH. NOTE, TOP OF MULCH WILL BE ABOVE PROPOSED FINISHED GRADE. ADD ro" OF TOPSOIL MIX CONSISTING OF 2/3 CEDAR GROVE COMPOST, THOROUGHLY MIXED WITH 1/3 COARSE SAND. TILL INTO 12" OF EXISTING SOIL. PLANT TREE PER DETAIL "2 THIS SHEET, BACK FILL WITH SOIL FROM PLANT PIT, AS AMENDED ABOVE. MULCH IN S' DIAMETER AROUND EACH INDIVIDUAL TREE WITH 3" OF FINE BARK. KEEP BARK I" AWAY FROM TRUNK OF TREE. WATER PLANTS IN WELL. CONTRACTOR 15 RESPONSIBLE FOR WATERING UNTIL FINAL ACCEPTANCE OF THEIR WORK. MULCH TO BE FREE OF GARBAGE AND WEEDS AND MAY NOT CONTAIN EXCESSIVE RESIN, TANNIN, OR OTHER MATERIAL DETRIMENTAL TO PLANT GROWTH FERTILIZE WITH BEST-PAKS FERTILIZER, AVAIL. HORIZON 425.828.4554 { ONE PACKET PER I G.{�L LON, 2 PER 2 GAL, 3 PER 5 gal; 14 PER TREE. EVENLY SPACF PACKS r^ :OUND r'ROOTBALL (o-8" FROM 5O1I. S:li2-"AG= ALL PLANTS SHALL CONFORM TO AMERICAN STANDARD FOR NURSERY STOCK, ANL A PROVIDE ONE YEAR WARRANTY STARTING FROM DATE OF FINAL ACCEPTANCE c COORDINATE ALL WORK WITH GENERAL CONTRACTOR PLANTING WILL REQUIRE SUPPLEMENTAL WATER THROUGH AT LEAST THEIR FIRST GROWING SEASON i ice, w VN NtA REVISIONS BY This landscape plan is diagrammatic, all dimensions are approximate and must be field verified. Q GHA Landscape Architects 2007 GHA Landecape Archltect.5 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 0 L_L_ 4— C— C/ 4--J 7) V J z J CL I _z z L1j W z � 0 F- W W STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT — —b-- 41L BUCHANAN CERTIFICATE No. 513 Tk ID # 2143701111 DATE,'; 10-30-07 SCALE: ON PLAN DRAIA N. NB i. oB = x SHEET. L 10 of I SHEETS I I