The URL can be used to link to this page

Home My WebLink AboutTED4003420.11 2.5' 1' 1' r IMIN IMIN F MIN I MINI MIN O O I o 04 w Q Z a a a w Iw-i 0 0 Q Z w Z A � � z F+1 AQ U a Ej X 0 N II 5 L z 0 N O z i FOUND BRASS DISK IN CONCRETE IN CASE (2/05) x INTERSECTION OF 122nd AVE SE & FOUND BRASS DISK IN CONCRETE IN CASE (2/05) UTILITIES 8c FRONTAGE IMPROVEMENTS SURVEY NOTES INSTRUMENT: TOPCON GPT 3005W TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: FEBRUARY 2005 BASIS OF BEARING: PLAT OF HONEY CREEK RIDGE DIVISION #3, RECORDED UNDER KING CO. AF #9612190392, VOL 178, PGS 76-78. LYNNWOOD AVE NE (N01'16'26"E) BENCHMARK: CITY OF RENTON BENCHMARK # 2091 TOP BRASS DISK AT THE INTERSECTION OF 122nd AVE SE & SE 96th PLACE. ELEVATION = 316.88' (96.585m) NAVD 1988 LEGAL DESCRIPTION LOT 45, HONEY CREEK RIDGE DIVISION NO. 3, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 178 OF PLATS, PAGE(S) 76 THROUGH 78, INCLUSIVE, IN KING COUNTY WASHINGTON. LANDSCAPING NOTE THE EXISTING LANDSCAPING ALONG THE FRONTAGE OF THE SITE CONSISTS OF MATURE ORNAMENTAL FLOWERING TREES THAT WERE INSTALLED AS A PART OF THE HONEY CREEK RIDGE PROJECT. THE EXISTING LANDSCAPING HAS BEEN IN PLACE FOR APPROXIMATELY 12 YEARS. THERE ARE 6 TREES ALONG THE PROPERTY FRONTAGE. IN ADDITION, THERE IS A HEDGEROW OF THUJA ARBORVITAE BETWEEN THE EDGE OF THE SIDEWALK AND THE FACE OF THE ROCKERY. LEGEND FD CB (TYPE 1) TELEPHONE VAULT O❑ STMH (TYPE II) TELEPHONE CABINET SANITARY SEWER MH SIGN IN WATER VALVE CONIFER TREE ■ WATER METER/SERVICE DECIDUOUS TREE FIRE HYDRANT MAIL BOX UTILITY POLE PK NAIL GUY WIRE ® MON IN CASE/ SIGNAL CABINET C EX REBAR / PIPE CABLE TV BOX AS NOTED 40% + SLOPE NW CORNER SECTION 04-23-05 2" CLASS 'B'-j "2" TO 6" CLASS 'E' OR CLASS 'B' PLAN N 880 16' 19" W 2609.18' N TH 1/4 CORNER SE T10N 04-23-05 n cV f0 S •1 • El O 372.57 °i w SITE : rc N RENTON MON#1837 2 1 /2 BRASS DISC WITH X ON CONC. 0 MON Z VISITED MARCH 2007 0 0o ro 0 M RENTON MON #369 III 3"BRONZE DISC WITH X ON CONC WEST 1 /4 CORNER VrSFTED M A H SECTION 04-23-05 2007 NW 1 /4 SECTION 04- 23- 05 N TS L__ 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID CENTER OF SECTION 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 13"x24" PLASTIC METER BOX EQULA TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE EQUAL TO MID -STATES PLASTICS, INC. - MSCBC-1324-R NTH READER LID AND 1-5/8" DRILLED JOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 9" MIN FINISH GRADE 12" MAX E ;•` 21"MIN L : ,..':.;..._ 30" MAX COVER 36" MIN COVER NEW DUCTILE IRON I LOOP DOWN TO CENTERLINE WATERMAIN OF WATER MAIN TO PROVIDE SLACK IN COPPER SERVICE LINE TO METER. CORPORATION STOP. FORD TAPERED THREAD (CC). QUICK JOINT (3/4" F1000-3-G) OR AY MCDONALD 4701 Q (1" F1000-4-G) OR AY MCDONALD 4701Q DRILL 1-5/8" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE It4341M1 FACE OF CURB OR EDGE OF PAVEMENT CENTER LINE OR LANE LINE 6.5' MIN. 1' 1' 2.5' 1' 1' MIN IMIN MIN I MIN MIN 2" CLASS 'B' SECTION \\-!ACP CLASS 'E' OR 'B' 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER " SEE DWG# HR-05 FOR MINIMUM STANDARDS TYPICAL PA T CH FOR FLEXIBLE PAVEMENT 1 "77EN F T'RPENDICUV, ROADWAY CENTERLINE N.T.S. PLAN SHEET CALL - 0 UTS PROPOSED SSS TO SERVE LOT 2. SERVICE TO BE 6" PVC AT MINIMUM SLOPE-2.OX ® PROPOSED LOCATION OF RdcF STUB FOR LOTS 1 AND 2. ® ASSUMED LOCATION OF 6" SS STUB (PER HONEY CREEK AS —BUILT) CONTRACTOR TO VERIFY LOCATION, AND CONDITION. PROVIDE CLEAN —OUT AT END AND EXTEND TO SERVE LOT 1. EXISTING DRIVE CURB CUT TO SERVE LOT 1 ® PROPOSED LOCATION OF DRIVEWAY CURB CUT TO SERVE LOT 2 SEE COR STD DETAIL F004 AND F004-2 ® CUT AREA FOR SANITARY SEWER SERVICE TO LOT 2 — SEE RESTORATION DETAIL THIS SHEET. o EXIS'�4G WATE, ME* TO SERX LXT 1 ® PROPOSED 3/4" WATER METER TO SERVE LOT 2 SEE DETAIL THIS SHEET ® CUT AREA FOR WATER SERVICE TO LOT — SIR RESTORATION DETAIL — THIS " SHEET OSIZE AND INVERTT OF EXISTING 6" SS PER FIELD SURVEY BY BAIMA do HOLMBERG ON 11-26-07. OINDIVIDUAL LOT CLEARING, GRADING AND EROSION CONTROL TO BE REVIEWED BY THE CITY AT TIME OF BUIDING PERMIT APPUCATION AND REVIEW. NOTE: PER CITY OF RENTON CODE THE MAXIMUM DRIVEWAY SLOPE FOR SINGLE FAMILY RESIDENCE SHALL NOT EXCEED FIFTEEN PERCENT (15R); PROVIDED THAT DRIVEWAYS EXCEEDING 8R SHALL PROVIDE SLOTTED DRAINS AT THE LOWER END TO RESTRICT RUNOFF FROM CROSSING ANY PUBLIC SIDEWALK. TO EXCEED 15X A VARIANCE FROM THE PUBLIC WORKS ADMINSTRATOR IS REQUIRED. ®PRIVATE STORM AND SEWER EASEMENT TO BENEFIT LOT 1 — EASEMENT SHALL BE SHOWN ON THE FINAL SHORT PLAT MAP PAGE WITH APPROPRIATE LANGUAGE PRIOR TO RECORDING. IN UNIMPROVED RIGHT OF WAY W INSTALL METER BOX AT W z PROPERTY LINE WITH 12" z LONG COPPER TAILPIECE a 0 a SIDEWALK a TOUCHREAD WATER METER TO BE SUPPLIED BY THE CITY TYPE "K" SOFT COPPER TUBING 12" MIN 21" MIN COVER 30" MAX COVER IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL FORD C14-33 OR 44 FIDT x COMPRESSION COUPLING 3/4" OR 1" GALVANIZED PLUG COPPERSETER F " 4" R: FORD VBH-72-15W-44-3G, OR MACDONALD BRASS: 1-215WCQQ33, OR MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR MCDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2 BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPEPR. PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL PACK -JOINT FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHAOLL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED ON BOTH SIDES OF METER BOX. 3 /A" & 1 to WATER SERVICE C.O.R. STD DETAIL B106 RECOMMENDED FOR APPROVAL BY4a�2��4- BY BY cau before you Digs 1-800-424-5555 AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY ti ZONAL rMCMM 11 30/08 NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 UNDERGROUND SERVICE (USA) 0-3- a15'. W_7314- ,0I