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Home My WebLink AboutTED4003446.13U 0 Z m 0 w a_ Ln Q W Cr w j Ll M r U YJ N o 00 ♦�♦�� i CV Cm Lli r1 U ZWzw :2 3:I'l 0 W LL1 QQ JW ill Yry -> SOmO Z:Q Lr_J m m En Cn ow W e 2 52 2 W Y w (=rl O O U as ry a_ a_ Q Lv Q 0 m SITE ADDRESS: BECLAN IAKA BECLAN PLACEI - MINOR AMENDMENT 255 JERICHO AVENUE NE 1/4 1/4 RENTON, WASHINGTON 98059 A PORTION OF THE NW OF THE NE OF SEC. 15, TWP, 23N., RGE. 5E., W.I. PARCEL Nos.: SETBACKS CITY OF RENTON, KING COUNTY, WASHINGTON 1523059065 FRONT = 15 FEET,.~ 1523059064 REAR = 25 FEET 1523069090 SIDE (INTERNAL LOT) = 5 FEET 475--_ 1523059116 SIDE (CORNER LOT) = 15 FEET r LEGAL DESCRIPTION PARCEL A: TAX PARCEL NO. 152305-9065 y/ LOT 3 OF KING COUNTY SHORT PLAT NO. 488038 UNDER RECORDING NO. 8909120157, RECORDS OF KING COUNTY, WASHINGTON. PARCEL B: TAX PARCEL NO. 152305-9064 20 LF PERF. 600 � THE EAST 310 FEET OF THE SOUTH 200 FEET OF THE FOLLOWING: PVC LAID ON THE SURFACE 0 0.00% THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST W/ CAPPED END QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; CB 3 TYPE 1 EXCEPT THE SOUTH AND WEST 30 FEET FOR ROAD PURPOSES; AND EXCEPT THE EAST 30 FEET DEEDED TO KING COUNTY FOR ROAD PURPOSES BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NOS. 1408997 AND 4918232. PARCEL C: TAX PARCEL NO. 152305-9090 INrX STA. 1+00 NE 2ND PLAC STA: 27+42.07 HOQUTAM AVEN THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF _ THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 f EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: SSMH 110 TYPE 1 48"0 BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION, AND RUNNING CBl9 TYPE 2 48"0 THENCE SOUTH 88°22'52" EAST, ALONG THE NORTHERLY LINE THEREOF, 30 FEET, MORE OF LESS, TO INTERSECT A LINE WHICH IS PARALLEL TO AND 30 FEET CB09A. TYPE 2. 48'0 / EASTERLY, MEASURED AT RIGHT ANGLES, FROM THE WESTERLY LINE OF SAID SUBDIVISION, THENCE SOUTH 0-28'40" WEST ALONG SAID PARALLEL LINE, 200 MJIQ& TYPE 2.• FEET, THENCE EASTERLY, PARALLEL TO THE NORTHERLY LINE OF SAID SUBDIVISION, 300.70 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED, THENCE CONTINUING EASTERLY PARALLEL TO THE NORTHERLY LINE OF SAID SUBDIVISION, 300.70 FEET TO INTERSECT A LINE WHICH IS PARALLEL TO AND 30 FEET WESTERLY, MEASURED AT RIGHT ANGLES, FROM THE EASTERLY LINE OF SAID SUBDIVISION, THENCE SOUTH 0'25'28" WEST ALONG SAID PARALLEL LINE 226.91 FEET, THENCE NORTH 88'24'50" WEST, PARALLEL TO THE SOUTHERLY LINE OF SAID SUBDIVISION 300.80 FEET; THENCE NORTHERLY 227.09 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: THE NORTH 117 FEET OF THE EAST 280 FEET OF THE SOUTH 417 FEET OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 30 FEET THEREOF. PARCEL D: TAX PARCEL NO. 152305-9116 SSMH J5, TYPE t 48"0 THE NORTH 117 FEET TO THE EAST 280 FEET OF THE SOUTH 417 FEET OF THE CB#10, TYPE 1 SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; TYPE 1 EXCEPT THE EAST 30 FEET THEREOF. ZONING R-5 SINGLE FAMILY RESIDENTIAL (R-5 MOSIER ANNEXATION AREA, CONDITION #13) CB#5A, TYPE PE 2, 4 DENSITY SSMH #5A, TYPE 1 48'0 17' 26" 10" 6" H, Fir 12' Chain Fence 16' 5';'Ceda— 1 4 W _ 259.24' -3- 30 28 LL28 SF IF= 23.0 , - FF= 425.1 CBl1.TYPE 1 C-0;235 SF;= FF= 419.0 ,%`...... 27! 7,276d FF= 493 n no I b 6 Wd. Fn. — II CD N I I o I"- '• N i tn GRAPHIC SCALE RB o� cVy 50 0 25 50 100 200 o. o '. 11 IN FEET) E I 1 inch = 50 ft ` '` _. Gel I. _., Y ._ �� I N 8823'14" W ;' 342.00' ", eoauoN�� ;TR 7,422 SF nvvu nun TRB I • FF= 42i 34" Cedar25 24 1 ', 23-22\I I 0 6155 8835 SF69 SF 1�8 591 Sf I `�8, 2 3 SF l �-`.420.0 FF= 421.0 I FF= 423.0', �.,8,?17,I t 8,68 SF 4P T1�E 1 EF..=--424.0 FF 426.0 l FF= i427.0 4 TYPE', ,ram ' IWMS Tvoc i 8,4 8 Sr I 7`600 NSF 12 .__.!1`�l r' 10 8 b F FF= 9.0 I #FFs{0 _ 7,800 Sl `' 7,80`5F `. 7,800 SF 7,800 SF I �425 SSMH TYPE 1 46"0 FF- 420.0 ff= 421.0 •... FF= 423.0 I 7,800 S� 9,057\�SF I X FF= 424.0 FF= 426.0 FF= 427.0 IF= 426.5 vn �~ CB#20, TYPE 1 , 418 4 I EXST CB fm- �'~� E �, ,• ,.� � � . '. ice---- � 't 7 4 3 2 1 ��8004 0 F 7,�800 SF '`, 7,80 SF 7 V SF 7,800 SF 7,800 SF t F'= 416.0 9,062 SF r el FF= 7.0 FF=`•,419.0 `fF= 420.0 FF= 421.0 " ` FF= 422.0 ' I •� I `` `�, I I L �, o �. 5 DWELLING UNITS ~ — �� ';`, 9, TYPE 1 1 MAXIMUM CODE DENSITY /ACRE .� -`ems RD ;; Rn 1/i_ In x DDnoncCn nCAiclTv A -7-7 MAIM i IAIr I IAIITC /ArDC" - 1 `'�✓"~`•~'�-._ -.. : V - I^ ljzjuOvuvu JO,ziOzi 3r z 1523059116 29,256 SF o DEDICATION 27,500 SF TOTAL BEFORE DIED 308,615 SF 7.08 AC FINAL PROPOSED 281,115 SF 6.45 AC UTILITIES BUILDING FOOTPRINT AREA NATURAL GAS: PUGET SOUND ENERGY 35% OF LOT AREA ELECTRICITY: PUGET SOUND ENERGY TELEPHONE: QWEST CABLE: COMCAST CABLE WATER: DISTRICT IMPERVIOUS AREA SEWER: CIATY TER OF RENTON 90 171,302 SF FIRE DISTRICT: CITY OF RENTON 0 z STREET AREA DEDICATION 27,500 SF SENSITIVE AREA 4,312 SF VERTICAL DATUM: CITY OF RENTON, NAVD 88 BENCHMARK CITY OF RENTON BENCHMARK #2104. 1" IP W/PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.=399.340 FEET (121.719 METERS) STREET LIGHT NOTE THE CONCEPTUAL STREET LIGHTING LAYOUT SHOWN ON THESE DESIGN DRAWINGS IS STRICTLY FOR PRELIMINARY DESIGN OF UTILITIES. PLEASE SEE THE APPROVED ILLUMINATION PLAN PREPARED BY HERMAN TRAFFIC ENGINEERING FOR ALL STREET LIGHTING CONCERNS REGARDING BECLAN PLACE. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date NO. REVISION BY APPR [ZQ MR. COREY WATSON QUADRANT HOMES, INC. 14725 SE 36TH, STE 100 BELLEVUE, WA 98006 SURVEYOR TIM INGRAHAM TRUE NORTH LAND SURVEYING, INC. 815 WELLER STREET, SUITE 200 SEATTLE, WA 98104-3023 ENGINEER BRANT A. SCHWEIKL, P.E. SCHWEIKL AND ASSOCIATES, PLLC 1945 S. 375TH STREET FEDERAL WAY, WA 98003 SHEET INDEX C-1 COVER SHEET C-2 EROSION CONTROL, GRADING AND DEMOLITION PLAN C-3 EROSION CONTROL NOTES AND DETAILS C-3A EROSION CONTROL NOTES AND DETAILS C-4 STORM DRAINAGE PLAN & PROFILE - NE 2ND PLACE C-5 STORM DRAINAGE PLAN & PROFILE - JERICHO AVE NE C-6 STORM DRAINAGE PLAN & PROFILE - NE 2ND STREET C-7 STORM DRAINAGE PLAN & PROFILE - HOQUTAM AVE NE C-8 STORM DRAINAGE PLAN & PROFILE - PRIVATE ACCESS ROAD C-9 STORMWATER DETENTION WETPOND PLAN AND DETAILS C-10 STORMWATER DETENTION WETPOND SECTIONS C-11 STORM DRAINAGE NOTES AND BMP DETAILS C-12 STORM DRAINAGE NOTES AND DETAILS C-13 STORM DRAINAGE NOTES AND DETAILS C-13A STORM DRAINAGE NOTES AND DETAILS C-14 ROAD SECTIONS C-15 SANITARY SEWER PLAN & PROFILE - NE 2ND PLACE C-16 SANITARY SEWER PLAN & PROFILE - JERICHO AVE NE C-17 SANITARY SEWER PLAN & PROFILE - NE 2ND STREET C-18 SANITARY SEWER PLAN & PROFILE - HOQUTAM AVE NE C-19 SANITARY SEWER PLAN & PROFILE - PRIVATE ACCESS ROAD C-20 SANITARY SEWER NOTES AND DETAILS C-21 SANITARY SEWER NOTES AND DETAILS C-22 SANITARY SEWER NOTES AND DETAILS C-23 COMPOSITE UTILITIES & HORIZONTAL CONTROL PLAN WATER NOTE THE CONCEPTUAL WATER DISTRIBUTION SYSTEM SHOWN OF THESE DESIGN DRAWINGS IS STRICTLY FOR PRELIMINARY DESIGN OF UTILITIES. THE ACTUAL WATER DISTRIBUTION DESIGN WILL BE PREPARED BY KING COUNTY WATER DISTRICT #90. AfkllAssomms, 1 uc W223CIVL 9 0 WElMIA A PRMCT ■RNA9E�IIT `SIONAL 1945 S. 375TH STREET Bus.' (25J) 226-4508 FEDERAL WAY, WA 90003 bschwe*WAcirii.net 03o1-/3 CITY OF RENTON "F PUBLIC WORKS BECLAN (AKA BECLAN PLACE) MINOR AMENDMENT COVER SHEET DESIGNED: BAS DATE: 03/01/13 FILE NAME: 12183-01 DRAWN: TAS SCALE: 1" = 50, FIELD BOOK: PAGE: CHECKED: BAS APPROVED: SHEET: C-1 OF: 25 DIRECTOR OF PUBLIC WORKS CD n. I-- a� 4 � 0a bzz � CD W a vmm ' N r ay by