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HomeMy WebLinkAboutR-40482400 0 I O I O N N CD N N Q) E 0 0 0 0n E i 00 i / 00 i CD CD O 00 / U 0 n O 0 Q li! < Lq a L. ASBUILT ROAD + DRAINAGE PLAN + PROFILE - UNION AVE NE/132ND AVE SE SPECIAL NOTE: (:a:) EX. MONUMENT. CONTRACTOR TO NOTIFY OF SURVEY DEPARTMENT PRIOR TO CONSTRUCTION FILE A PERMIT FOR REMOVAL AND R T TERRACE PLATKEYNOTE: REPLACEMENTNT OF MONUMENT. sSEE SHEET 18 FREO Q CONTRACTOR SHALL POTHOLE FOR CONTINUATION A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. I EXISTING UTILITIES PRIOR TO CONSTRUCTION AND VERIFY • I ° 4 t `' �� \� - -_ - -_ - I CITY OF RENTON KING COUNTY WASHINGTON ENGICNEER�FT ONF IOCTTEXISTS. GUARD RAIL (TYP) NE COR 4-23-5 0* 1 EX POWER POLE TO BE 0 = I" 18 - / SEE SHT 39 FOR 3 O RELOCATED UNDERGROUND �\ •.� \ `' FOUND PUNCHMARK IN �g BRASS PIN SEE PSE PLANS a I - `� •.. 'END OF SIDEWALK / DETAIL. IN CONCRETE MONUMENT IN CASE IGN PER DETAIL ON ]go mmmm-- Z 0 10' 20' 40' SCALE: 1 "=20' •.. � S � � • / / 1.4 BELOW GRADE 7/20/2017 'v� N i .1 SHT 39.••. '•.�/ j ND OF CITY OF HELD FOR POSITION PER REF. 1 ENT! �,°j� M� : • • v W ' { z / / ../ ��EG NONINGTOORMK SYSTEM OBSERVED (NAD 83/11) EX GUARD RAIL (TYP) TO BE N END 10' DOUBLE 1 Z o I I/ / L1 N:191241.77 REMOVED AND REPLACED SWING GATE COUNTY STORM SYSTEM oar a• �� �� � C5�T / / 0 M ■ r �/ 11481. x A t; v / — -----_ _� . E• 13 30 .,.. 1 N S EX GAR RAIL . ) ` . - TO BE REMOVED �• o .! , • < / I /. x X �' GAF I EX. POWER )----------------------------------- SEE-------.SAWCUT(LINE X :. 1 \ 137 4" °� , I/ I t ' .! ► t I POLE' {TYP) POLE(TYP)- (TYP)__ EX P R PSG's� _ _ _ _ EX DRIVEWAY l , cv).B#40 \� a I t \\ \ x GLANS. - - - EX OVERHEAD*... - - / N I , / _ * POWER (TYP) EX. R W .y 1 t CB�k20 STREET SIGN : 3 / . 4 1. \... \ :�. "354 ..... 3¢8.... 344 ............. 342 ......©•...... �� i TO BE RELOCATED 2 / / �, a� 1 .. 3 SATELLITE DISif•.. . .. , f 1 N a \ 346 ■ W 1 I�(OH P M / (OH P(©H P(RH . P(OH.... P(OH P�JOH' H - -- -- - -- - - - - - - - -------------- -- - C�3'........ s - ------ -- ------ - -----j-=---'-...-------- EX EOA .. W ------------- -------- O = !., �.. \ T I ;i- --- --- --r---------44 ---- -- -- -- - - - ----- ----------------3- LF 24" LOPE - -------------------- ----- - ------------------------ LF 24 LCPE - --- (n t 1 , CO.I 36- LF 24" PE : . W 00 1 UNION AVE NE CBM = o W ■ \ =1 EX SIGN (TYP) CEi34 M w 1 co SA CUT LINE (T10) :I W1 \ • ` / \ TO BE REMOVED \: M w ■ --� — - t w t. \. w 00 EX GAS / ■ t c„ \: \ / - EX CENTERLINE OF R W + IW� Q I , EX 8'� o ) W ' G w W o WATER 132ND AVE SE `° w . ! c Z 1 �,, �,; "' TYP ---------------------------------------------------------------------- -------------------------------------------------------- -----------------------� W W EX EOA J; � W SAWCUT'• LINE I P AT - 6 �1 .. L • Z U) EX 12" ---------------- - EX DRIVEWAY P VAULT SEWER (TYP,-% :.�:.•` . EX DRIVEWAY ITCH LINE ,�f ..... CB 10223 , �: .;, '.:; I I : EX DITCH Ll E.. _ _ _ - - .T _ :E D EX SID WALK — - - - - EX R W - Q!` CB #10320 _ -- -- RIM 368.99 - -- =r / - - - -. FIRE X T TI 1 RIM 386.78� - - - 12" CPP IE 366.59 (E) - t a HYDRANT ('fYP)""' CULV 12"CPP ... „' • 12" CPP IE 383.28 (S) EX ADA EX 12" 12" CPP IE 365.99 (S) SSMH 9031 EX WATER CULV 12"CPP IE = 353.81' CULV 12 CPP CULV 12"CPP LOT LINE 12" CPP IE 383.18 (N) RAMP TYP SEWER TYP 12" CPP IE 365.74 (N) LIFT S ATION METER TYP IE = 355.76 IE = 344.41 IE = 341.54' (TYP) 390 EX EX ADA EX 8" ( ) ( ) ( ) 370 HNC AMP ,n WATE + 390 370 " CONTRACTOR TO POTHOLE TO VERIFY 375 0 w R-rT �mw-�-►w�l W�1111111111111\mmWMS'/e\12"a7Je11JMUWIAL 2!1.1.7911 ��4 � ��z`'5b1�■III ��i.4 h0m ■11 � � �..O..�t CO N 7 O) CO Ln � 00 co 00 00 00 ;_0� r- ro ro ro 35+00 36+00 -21.42' " THE CITY OF RENTON STORM SYSTEM ENDS AT CB#35 AND THE KING COUNTY STORM SYSTEM BEGINS. WORK WILL BE PERMITTED BY THE COUNTY AND IS SHOWN FOR REFERENCE ONLY. N O Q0 Q0 37+00 1 RECORD DRAWINGS AS BUILT BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 Me REVISION C���U'J.1� I111111111111111111111CM II I��I���,0 &")ililill 7���I���iiiiiii ITG��O_ rw= � 7 - rS1�S 0"116 iiLn TJS 1/12/22 BJT suRmm: DESIGNED: TJS DRAWN: TJS CHECKED: BJT BY DATE APPR APPROVED: BJT 97q I ---L T — I --� I I _ r I LL SITE PLAN KEY MAP NTS Itzi- N O 0 0?0 ccc CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN O0 EDITED TO REFLECT ASBUILT CONDITIONS. THE 0 INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD 0 SURVEYED INFORMATION AND DOCUMENTED O FIELD REVISIONS. = 360 1 O SPECIAL NOTES 1. THE 36" MERCER ISLAND WATER MAIN (SPU) WAS POTHOLED ON MARCH 6TH, 2020. HORIZONTALLu AND VERTICAL LOCATIONS WERE TRANSCRIBED 355 BASED ON CONTRACTOR NOTES ONTO THIS PLAN SET. PRIOR TO CONSTRUCTION CONTRACTOR SHALL POTHOLE AND VERIFY THE EXACT LOCATION AT ALL UTILITY CROSSINGS AND/OR WORKING ADJACENT TO THE SPU MAIN. CONTACT ENGINEER IF CONFLICT EXISTS. 2. SEATTLE PUBLIC UTILITY (SPU) PERSONNEL SHALL 350 BE PRESENT AT ALL TIMES DURING POTHOLING. 345 00 �(F TAB f o Z z 23p �sS�OIVALT����'\� 2/7/2O2z — V G t0 i � 4) 4- m M�1 1 �is VA 20 L0 L0 ro ro 38+00 39+00 SCALE -PLAN: H " "=2 ,ZR„T w,w lase CITY 0 F PROF: I -I 1 "=G0' HORIZONTAL• NAD 1983/1991 V 1"=5� vRiRENTON ONE INCH DATU M IFAT FULL NOT ONE ALE Planning/Building/Public Works Dept. INCSCALE ACCORDINGLY DRAINAGE NOTES: (: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS m 3� NOTED OTHERWISE. LJ.I Z3 c N 2. PERFORATED STUB -OUT CONNECTION SHALL N M BE INSTALLED ON EACH LOT AT TIME OF V1f Q 0000 N HOUSE CONSTRUCTION PER DETAIL ON SHT -0 dl N 41. Nal0 - V-5m 325 NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. 3. EXISTING DRIVEWAYS TO REMAIN ACCESSIBLE DURING CONSTRUCTION. L\ L0 i O L0 a-7 N N /c�v W U � r Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q w U co Q 00 T O ASBUILT ROAD + DRAINAGE PLAN + PROFILE DA2/7/2022 m FOREST TERRACE PLAT F�BOOK: c~OO PULTE GROUP, INC DRAWING NO: w W 3535 FACTORIA BLVD S.E., #600 oc BELLEVUE, WA 98006 SHEET: ^ w GF: - o LLB L.L m