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HomeMy WebLinkAboutTED4003437.1f� z 0 0 Co 0 a o Q) 0 ® U) 0 0 WH a- m 01 ll Al L7 z W w 0 z z Y Y z z Q Q = z < � N�f .Q w 0 GRAPHIC SCALE 1 "=20' 0 20 40 24' EX EASEMENT FOR SEPTIC TO BE RELINQUISHED UPON REC❑RDING THIS SHORT PLAT REC'D # 3302170313 Ln 0 I¢ O0 U Z� z c:LLI ¢ DNB REED SHORT PLAT (COVER SHEET) NE 1/4 OF THE NE 1/4 OF SEC. 10, TWP. 23N., RGE. SE., W.M. T.P. NO. 102305-9154 I T.P. NO. 102305-9156 ROBERT & KAREN HERR DONA & SAM STATLER 4" PVC ❑BSERVATI❑N PIPE @ N88'16'10"W 135.06' END OF FRENCH DRAIN, 0 0 0 0 108'16'10"W ° °» / ° 18 Si.02, N88'16 10 W�ti 84.04' ;* ��s�30" o 14 LF FRENCH DRAIN 0 12 SEE DETAIL THIS SHEET, N Wo 10" SHEET INDEX: C1 OF 31 ROAD AND SITE IMPR❑VEMENT PLAN C2 OF 3: T.E,S.C.P. C3 OF 3: FRONTAGE IMPR❑VEMENT PLAN z LOT B ° ��2 TYPICAL R❑❑FAN F❑❑TING = Z a Q c c T DRAIN, o I J cs o 916 6 S Q, r I TYP 1 CATCH BASIN o ❑ YARD DRAIN. Lu 2 I� 470 z EX. GRADE 2 "1 I Lj CL --t--------- > N K D D 1 1/2" WASHED I EL ROCK o FUTURE HOUSE 00 14" Lv ❑UTLINE FF C-LEV. ;`i12. I I w — cv 6" PVC SDR-35 z II( N PERFORATED PIPE 14" ... ;.:•:, aN LOT A 1 0 @ 07 ( I I o rn 6„ :.• i Z 12 , 4 2 4 S Q. F T. I I z FRENCH DRAIN DETAIL a.- CN F❑R ROOF AND F❑OTING DRAIN I SAWCUT EX CONC, D/W & I I ( NTS 39.0 GARAGE TO •�.��.� MATCH EX GRADE. 24 REMAIN I ' cr_ I I I FOUND 4" CONC MONUMENT •...._ � WITH 112" COPPER PIN, t 4" S88'16'10"E 5.00'" I RDRD I '= DOWN 1.5' IN CASE CITY OF REN TON CONTROL d •�.: III POINT NO. 1845 o 2? " • .� N.E. SEC. CORNER OF SEC. 10-23-5 Ln HOUSE TO REMAIN "TO BE W ?o STAIRS F468.1 ELEV. F475.4F. EV Y •: -� .. Rfl �v REMOVED" III 2' TRUNK DIA. - III CONIFER TREE HOUSE NO. 5604 2 "• •.� 47B- I TO BE REMOVED _ _ _ _ _ F. F ELEV. o BUILDING ENVELOPE 473•� - -T = — h RwAAINI o •'.. •• ` EXT.NbE� CURB —'�— F. 470.5' — — NORTH LINE Z LLS AREA 1,102 SQ. FT. 472.'. / e ��' STEEL SHED 472 — °' Obi ^v? AREA 695s, 24" SEC. 10-23- 4:71 �� SQ. FT. t IO I% -- J : N88't 6'10 89 04'— / / • . ° �' .: a ` . '. 2.8' �UNK DI A -moo R-O- W — — : _ #J88 k6' 10 W 85.04' 1 CONI TREE HP — -4 -•� . v BE EMO R-O-W A165-i Q — _ — - - -- 8$76 1-0.1f 17 .08' --) 0 6 .. .. ... ....- - - .. ,�.......� . �6� :...::...... :.. ; ......... ¢ .....:.....468.71 �� LvJ EARTHWORK a fro.. � .:.:. �% .. f� ....... ...ems ................ o:... , Ln .........z. o �. ................ ��.................. p, ....'.............. .... I� QU S: .� I fro 6 6 .. ... .' .. .. .. .................. CJ. . o f A 9 4 16' 6 s �9� c� �6\� 686 EDGE OF ASPHALT N 11+00/W L 56' 180.99' CALC�D c`°vco Cut 100 Cubic Yards - � - - - S88'16'10 "E 355 0 o �. l o CALL TWO WORKING DAYS I o' BEFORE YOU DIG 1-800-424-5555 UTILITIES UNDERGROUND LOCATION CENTER Q w Q 0 Fam z O V) w O Z LEGEND FOUND MONUMENT IN CASE 0512412006 p BOLLARD X SPOT ELEVATION * FINISHED FLOOR ELEVATION UTILITY POLE ® CA TCH BASIN ® SANITARY SEWER MANHOLE 0 WATER METER WATER VALVE O MANHOLE LID "PURPOSE UNKNOWN" 0 ELECTRIC METER L7 FIRE HYDRANT Fil CABLE TELEVISION RISER T.P. # TAX PARCEL NUMBER ( ) RECORD CONC CONCRETE R-O-W RIGHT-OF-WAY BSBL BUILDING SETBACK LINE 0 ASPHALT SURFACE ® WOOD PORCH ® RETAINING WALL ROCKERY < GUY WIRE —0-0— CHAIN LINK FENCE —0-0— WOOD FENCE ........................................ BUILDING LINE CENTERLINE OF ROAD —BHP OVERHEAD WIRES W BURIED WATER LINE CONIFER TREE (NOT SHOWN TO SCALE) TRUNK DIA SHOWN IN INCHES. 0 DECIDUOUS TREE (NOT SHOWN TO SCALE) TRUNK DIA SHOWN IN INCHES. h pay CEDAR TREE (NOT SHOWN TO SCALE) '► $yr TRUNK DIA SHOWN IN INCHES. PINE TREE (NOT SHOWN TO SCALE) TRUNK DIA SHOWN IN INCHES. UTILITY CONFLICT NOTE: CAUTION: - +IN NE 10 TH .S TREE T Q Fill 100 Cubic Yards "PUBLIC ROADWAY" CL SEE FRONTAGE IMPR❑VEMENT PLAN EDGE OF ASPHALT - -- _ - D`W -- — = APPR❑XIMATE ONLY aIAPRON° ASPHALT SHEET 3/3 FOR — - CONC 00 ADDITI❑NAL a °°° oN INFORMATI❑N, co w r--- R—O—W Ldc�o(z N EX< ° a a CONC, ° r- °' - - _ �' 00 CITY OF REN TON DRIVEWAY - - c6 BENCH MARK NO. RENT-2101 a - 0512412006 EX. BUILDING 4 a FOUND 2" DIA. CONC MONUMENT WITH COPPER PIN °° 10 1 DOWN 1.6' IN CASE ELEV. ON TACK = 512.02' ` <a E. 1 /4 CORNER OF SEC. 10-23-5 30' ROW 30' ROW 16' 8.5' j oNEW ROAD WIDENING, 5.5' o WIDTH VARIES on-2 I D -< 1 2 % 1 I D THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE L❑CATI❑N, DIMENSI❑NS, AND DEPTH. OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT BY PDT H❑LING THE UTILITIES AND SURVEYING THE H❑RIZ❑NTAL AND VERTICAL L❑CATION PRI❑R TO C❑NSTRUCTI❑N. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 1-800-425-5555 AND THEN P❑TH❑LING ALL OF THE EXISTING UTILITIES AT LOCATI❑NS OF NEW UTILITY CR❑SSSINGS TO PHYSICALLY VERFIY WHETHER OR NOT CONFLICTS EXIST, LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INF❑RMATION AND ARE SUBJECT TO VARIATI❑N. IF C❑NFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT HANKINS ENGINEERING TO RESOLVE ALL PROBLEMS PRIOR TO PR❑CEDING TO C❑NSTRUCTI❑N, CONTRACTOR LIABILITY NOTE: CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPOSIBILITY FOR JOB SITE CONDITI❑NS DURING THE COURSE OF CONSTRUCTI❑N OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINU❑USLY AND NOT BE LIMITED TO NORMAL W❑RKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND , INDEMNIFY AND HOLD HANKINS ENGINEERING HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF HANKINS ENGINEERING, 2%__ 2% .r 0.25' HMA LANDSCAPE STRIP 2" CSTC SIDEWALK 4" CSBC VERTICAL CURB CLASS A OR B PIT RUN COMPACTED AND GUTTER TO 95% PROCTER DENSITY NE 10TH STREET TYPICAL ROAD SECTION: NTS (LOOKING WEST) NO REVISION I BY APPR. V x%,.u-411 i lv"-% C kxm X 0) LEGAL DESCRIPTION: THE WEST 150 FEET OF THE EAST 330 FEET• EXCEPT THE WEST i5.20 FEET OF THE NORTH 89.96 FEET THEREOF; AND THE EAST 24 FEET OF THE SOUTH 57 FEET OF THE WEST 80 FEET OF THE EAST 410 FEET - ALL IN THE NORTH 146.96 FEET OF THE SOUTH 176.96 FEET OF THE SOUTH 10 ACRES OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER COF SECTIONTY 10G TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., EXCEPT THAT P6RTION, IF ANC', LYING WITHIN THE NORTH 152 FEET OF SAID SOUTH 10 ACRES. SUBJECT TO: THIS CONVEYANCE IS SUBJECT TO COVENANTS T�LEI WHICH RESTRICTIONS N T HE P BL�CS�ZECORDY'INCLUDINGGTHOSE SHOt�VN ON ANY RECORDED PLAT OR SURVEY. VERTICAL DATUM: (VISITED 03-02-2006) CITY OF RE TON BENCH MARK NO. RENT2101 (NA VD 1988) "SEE MAP PAGE FOR DETAILED INFORMATIQN" ELEVATION ON COPPER PIN = 512.02 BEARING MERIDIAN: A BEARING OF N00'02'42"E ALONG THE EASTCTION LINE BETWEEN THE NE SEC. CORNER AND THE E. 1 4 CORNER OF SECTION 10-23-05, PER KING COUNTY SHORTPLAT NO. L02SO016, AS RECORDED IN BOOK 172 OF SURVEYS, PAGE 205, RECORDS OF KING COUNTY, WASHINGTON. SURVEYOR'S NOTES: THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN MAY OF 2006. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST.CONTOURS ARL SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. A TITLE REPORT WAS NOT FURNISHED AND THEREFOR, EASEMENTS IF ANY, NOT SHOWN ON THIS MAP. SUBJECT PROPERTY TAX PARCEL NO. 102305-9188. SUBJECT PROPERTY AREA PER THIS SURVEY IS 22,072 SQ.FT. f. SUBJECT PROPERTY AND ADJOINERS ARE ZONED R-4. ENGINEER: SURVEYOR: HANKINS ENGINEERING GeoDimensions P❑ BOX 1374 6210 FAIRWAY PLACE SE KENT, WA 98035 SN❑QUALMIE,WA 98065 (253) 882-6843 (425) 458-4488 hankins,engineering@gmail.corn FAX (206) 686-2950 OWNER: DAVE REED 174 NILE PL, NE RENTON, WA 98059 (206) 355-2743 FAX (425) 204-0782 � oEN[L ENGINEER: HANKINS ENGINEERING PO BOX 1374 Kent, WA. 98035 Phone No. (253) 882— 6843 DATE E—MAIL: hankins.engineering©gmail.com RECOMMENDED FOR APPROVAL: BY- DATE.• ZOa g BY. DATE: BY: DATE: BY.- DATE DEPARTMENT OF PUBLIC WORKS ROAD AND SITE I NIPR 0 VEMENT PLAN DNB REED SHORT PLAT DESIGNED: REH DATE: 7/6/08 FILE NAME: Reed site final DRAWN: JH SCALE: 1 " = 20' FIELD BOOK: PAGE: CHECKED: APPROVED: SHEET: 1 OF: 3 DIRECTOR OF PUBLIC !l]RKS C jk(sw) cl I