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HomeMy WebLinkAboutWTR2703420.1o i FOUND BRASS DISK IN 1' 1' 2.5' 1' 1' o CONCRETE IN CASE (2/05) - MIN MIN MIN MIN MIN ,f, INTERSECTION OF 122nd AVE SE Fm LoI � V-) SE 96th STREET .. . .. ..... r N O (p ..... 6.5' MIN. u) L W p MIN MIN MIN MIN MIN 0 5 10 20 to .... .... . NI FOUND 1 /2" REBAR & 2" CLASS `B' r s . � i •-_•.•- •.� •• .' .' .'.'.�. FACE OF CURB OR SCALE � O CAP LS#22562 (2/05) EDGE OF PAVEMENT `^ 1 z ....... 2" CLASS )B) ACP CLASS 'E' OR 'B' ... ...,. 6" CRUSHED �f: _ O I 1 _ _ .: - - <: _ _ _ fir. � _ .... .. ..... SURFACING TOP COURSE O.O �) � _., ` �_.; CLASS 'E' .... ..... . ; ' .. - ...:... CENTER LINE OR �r CRUSHED ROCK, a a O �v OR LANE LINE SEI� TION PLOWABLE FILL GRAVEL DRIVE B CLASS OR N O N .... AS REQUIRED BY ENGINEER w EX. !i HYDRANT � ._____ -__- ._ _ ._ 8 V ANT -- _,=A15_0!;0 SEE DWG HR-05 FOR MINIMUM STANDARDS ` ,. 6.5' MIN. PLAN 2" DEPTH of TYPICAL PATCH FOR FLEXIBLE PAVE. ENT ®I GRIND OR SAWCUT AND REMOVE o N 16 19" w WHEN PERPENDICULAR TO I--1 po W M IY MINIMUM FINISHED NW CORNER SECTION 04-23-05 O w` FLOOR EL= 356.0 v ! i► I ._, N j o �j- - CB 0 RIM EL — 353.49 zEX i , R F SSS" - `- _.._ If L NEED INV EL = 0 351.34'-12" -- ; z /i 3 � _ Z t p r\ W H Z Z. CV / MINIMUM FIN,4tHED (p C. FLOOR E 365.0o 0 IE 3 3.47 � ,,c- p z o ~ _ �� FOUND BRASS DISK IN wN , ^ .-'2,:�1G N W �.Y 8� CONCRETE IN CASE (2/05) ° I' ✓ ti, 0 a 0{ Z w w w W . z, CV NE 26t h COUR T T LOT 45 3h 4i Gl - HONEY CREEK RIDGE ROAI)OVAY CENTERLINE N.T.S. PLAN SHEET CALL —OUTS PROPOSED SSS TO SERVE LOT 2. SERVICE TO BE 6" PVC AT MINIMUM SLOPE=2.07f: Q PROPOSED LOCATION OF R&F 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. EXIS ' WA ME TO SER L 1 4D PROPOSED 3/4" WATER METER TO SERVE LOT 2 SEE DETAIL THIS SHEET CUT AREA FOR WATER SERVICE TO LOT 9-12 RESTORATION DETAIL SHEET THIS O SIZE AND INVERTT OF EXISTING 6- SS PER FIELD SURVEY BY BAIMA & HOLMBERG ON 11-26-07. OINDIVIDUAL LOT CLEARING, GRADING AND EROSION CONTROL TO BE REVIEWED BY THE CITY AT TIME OF BU DING PERMIT APPUCA11ON AND REVIEW. NOTE: PER CITY OF RENTON CODE THE MAXIMUM DRIVEWAY SLOPE FOR - MARCH H ------------------------------- ;OI r- SINGLE FAMILY RESIDENCE SHALL NOT .EXCEED FIFTEEN PERCENT 157C SS SS " / 1 I WEST 1 4 CORNER ( )' O --, �- / 2007 PROVIDED THAT DRIVEWAYS EXCEEDING 8% SHALL PROVIDE SLOTTED ;;, DI V1 SI ON` III _ EX SSMH ; _ SECTION 04 23 05 CENTER OF -- ___ DRAINS AT THE LOWER END TO RESTRICT RUNOFF FROM CROSSING ANY SS SECTION - RIM EL - 36 .I3 i ' PUBUC SIDEWALK. TO EXCEED 15X A VARIANCE FROM THE PUBLIC !� 0 2 E=364.0 N W 1 /4 SECTION INV EL - 352 — w WORKS ADMINSTRATOR IS REQUIRED. 37 8 N S Z O 6 BELOW - 04-23-05 � A ,INV EL-352.62(6 EXIST NE) / t GR DE;" PRIVATE STORM AND SEWER EASEMENT TO BENEFIT LOT 1 -EASEMENT SHALL �. .d- -,- -- - --�--- -- . _-- NT$ BE SHOWN ON THE .FINAL, SHORT PLAT MAP PAGE WITH APPROPRIATE LANGUAGE v 3 PRIOR TO RECORDING. S 8R 4 44 E 150.00 EX CB j N I WoQp i '' l 'j(;E 13"x24" PLASTIC METER BOX EQULA TO MID -STATES PLASTIC, INC. IN UNIMPROVED RIGHT OF WAY INSTALL METER BOX AT RIM EL = 362.32 BCF SERIES MSBCF 1324-18 WITH 1.75 THICK DUCTILE IRON W W O INV EL = 358.02' -12'� t0 f ,) I A AL -S A PROPERTY LINE WITH 12" � N > C�i + 00 f I � FOUND 1 2 REBAR & DIAMOND PLATE EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 1-5/8 DRILLED JOLE FOR LONG COPPER TAILPIECE i can -^ I TOUCHREAD PIT LID SEE DETAIL A -A II CAP LS#22962 (2/05) x ) 9" MIN SIDEWALK Vic: N �� FINISH GRADE 12" MAX ~ mac,^ ;� I" . � ,. ...,•... .•...�•,,: .... .: .: a ;: •,, 9. '^ !: w • tIQ 'r:=.: 21" MIN r N 3 . , ,,:..... i I .::: • 30 MAX w � - � � `'� .....:..:- TOUCHREAD WATER METER ' TO COVER BE SUPPLIED BY THE CITY , 12 MIN 36" MIN COVER 21" MIN COVER - O „.; : TYPE "K" SOFT " 30 MAX .COVER Z v COPPER TUBING '��p, > ru _ IF SERVICE LINE TO HOUSE IS TO BE FOUND BRASS DISK IN Y - i� - r, - NEW DUCTILE IRON LOOP DOWN TO CENTERLINE INSTALLED IN THE FUTURE INSTALL CONCRETE IN CASE 2 05 5�. F�LAS t�ut�T"' OF WATER MAIN 70 PROVIDE FORD C14-33 OR 44 AND ( / ) WATERMAIN _ r A. T �;; I1� L h I ON S4iOW04 SLACK IN COPPER .SERVICE FIDT x COMPRESSION COUPLING Ai..CUK . Al i- Y L, ., L E CT L XISTIM6 LINE TO METER: " OR 1 " THIS CORPORATION' STOP.. FORD TAPERED 3 4 GALVANIZED PLUG THREAD (CC). QUICK JOINT �rl~. [ » rd (3/4 F1000-3-G) OR AY MCDONALD 4701Q » UTILITIES 8c FRONTAGE IMPROVEMENTS » COPPERSETER FOR 5 8 x3 4 METER: FORD V$H-72-15W-44-3G, 1 F1000-4-G OR AY MCDONALD 4701Q / / w _ t � � 3 - OR MACDONALD BRASS. 21 215WCQQ33, OR MUELLER. 3/4 B 2470 2 WILf I- WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET COPPERSETTER FOR 1" METER; FORD VBH72-15W-44-44G OR ) LANDSCAPING NOTE - - - MCDONALD BRASS. 21 415WCQQ44, OR MUELLER. 1 B 2470 2 BOTH � THE EXISTING .LANDSCAPING ALONG THE FRONTAGE. OF THE SITE INLET AND OUTLET WITH PACK JOINT WITH GRIPEPR,PADLOCK WINGS m CONSISTS OF MATURE ORNAMENTAL FLOWERING TREES THAT ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ~ SURVEY NOTES WERE ALL PACK -JOINT FITTINGS SHALL BE WITH QUICK JOINT. INSTALLED AS A PART OF THE HONEY CREEK RIDGE PROJECT. THE INSTRUMENT:O T PCON GPT 3005W TOTAL STATION EXISTING LANDSCAPING HAS BEEN IN PLACE FOR APPROXIMATELY 12 -A A METHOD USED. FIELD TRAVERSE WITH ACTUAL YEARS. THERE ARE 6 TREES ALONG THE PROPERTY FRONTAGE.. IN - 'NOTE. FIELD MEASURE MENTS AND ANGLES ADDITION, THERE IS A HEDGEROW OF THUJA ARBORVITAE BETWEEN THE ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHAOLL BE CAST-IRON - - AL TO OLYMPIC F U WAC 332 130 090 EDGE OF THE SIDEWALK EQUAL 0 NDARY. EXPANSION JOINTS MUST 8E INSTALLED ON BOTH SIDES OF DEWALK AND THE FACE OF THE ROCKERY..:: DATE OF SURVEY: FEBRUARY 2005 METER BOX. �JPE 4 BASIS OF BEARING. PLAT OF HONEY CREEK RIDGE DIVISION 3 DRILL 1-5/8 DIA. HOLE FOR AMR RECORDED UNDER KING CO. AF #9612190392, LEGEND N AUTOMATIC METER READ TOUCHREAD DEVICE o VOL 178, PGS 76-78. _ — _ CB TYPE 1 TELEPHONE VAULT » of LYNNWOOD AVE NE (N01 16 26 E) © i ) 11• BENCHMARK. CITY OF RENTON BENCHMARK 2091 ❑ STMH TYPE II /4 �c 1 WATERSERVICE # ( ) TELEPHONE- CABINET z O; >It> TOP BRASS DISK 'AT THE INTERSECTION OF C.O.R. STD DETAIL E1 Q cn 122nd AVE SE & SE 96th PLACE. SANITARY SEWER MH SIGN i —r 2-1 /2" MIN. FROM NEAREST ELEVATION 316.88 (96.585m) NAVD 1988 .:, CONIFER .TREE M_ WATER VALVE AND FRONT EDGE OF PIT LID 1 Fnpum 5 3675a t r... r. -,: r. NO wArro uc-rro /croxnnc ( f1FC:If1I InI IC TRFF _ -6 FIRE HYDRANT MAIL BOX LOT 45, HONEY CREEK RIDGE DIVISION NO. 3, ACCORDING .l UTILITY POLE 2 TO THE PLAT THEREOF RECORDED IN VOLUME 178 OF � + PK NAIL PLATS, PAGE(S) 76 THROUGH 78, INCLUSIVE, IN KING GUY WIRE ED MON IN CASE/ E COUNTY WASHINGTON. SIGNAL CABINET CABLE TV BOX 0 EX REBAR / PIPE AS NOTED 48 40% + SLOPE O NORTH 1/4 CORNER SECTION 04-23-05 n cV W M . i. . 57 em w SITE : N REN ON MON#1837 ro 2 1 /2 BRASS DISC WITH X ON CONC. p MON z VISITED MARCH 2007 M RENTON MON #369 3"BRONZE DISC WITH X ON CONIC Call b9#ore you Digs 1-804-424- 55 AVOID CUTTING UNDERGROUND UTILITY LINES. ITS COSTLY