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HomeMy WebLinkAboutS-404807a) E a� 0 0 3 Ln 3 I r7 00 / Q� / rn r) 00 i O O O 00 / U 0 O O Q li! < Lq a L. 10' 20' 40' ASBUILT SEWER + WATER PLAN + PROFILE - UNION AVE NE y CONSTRUCTION RECORD DRAWING FOUND y" REBAR & CAP CALE: 1 "=20' STAMPED "T.C.A. INC. THIS CONSTRUCTION RECORD DRAWING IS A FACILITIES & OPERATIONS CTR 9634/10356" AT GRADE COPY OF THE APPROVED CONSTRUCTION 042305-9069 1 DRAWINGS PREPARED BY BARGHAUSEN CUT AND CAP EX WATER SERVICE AND ABANDON IN PLACE REMOVE EX 3/4" WATER METER (BY CITY 00 ' FORCES) CD CB #10475 T RIM 417.01 24" CMP IE 413.51 (N&S) t\ CV EX tZ OVERHEAD --POWER TYP) - r _ 422 SOLAR POWERED .._EX R W_4!S- FLASHING LIGHT & N POWER BOX "20 MPH SCHOOL ZONE" .....- Q 36' SPU WATER MAIN S o 7/21/2017 CONSULTING ENGINEERS, INC AND HAS BEEN ��o I EDITED TO REFLECT ASBUILT CONDITIONS. THE .....[25 INSTALL NEW 1" WATER ��6' INFORMATION PROVIDED ON THESE RECORD SERVICE AND METER DRAWINGS IS A COMBINATION OF FIELD SSC0#25* SURVEYED INFORMATION AND DOCUMENTED OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 's IT RIM .0 0.99 i .16 ••' IE • • TO BE REMOVED 31 - rmAgAp� gwimmm _ • 8" SEWIFR '1: i (: oy 'I . I I V. V, _EX N , I: I• UNIONAVENE AV � w c U Q SAWCUT LINE ; 'v `O �j zi EWATER� DC VYP c G i LLI G TYP W �C W W W . W w _ -------------- -�- --- ------------------------ -_- ---- ----- --- __ _ _ ------------- _-_- - --- �- EX DRI`�EWAY `1-- IRIV*E'WAYEX _ / j m ~ SSMH 10476 •'. I I EX' -.SIDEWALK ` // ■ RIM 419.11 ' w 8"PVC IE410.46(S&E) _ T- -- -- pC 8" PVC IE 410.36 (N) I� CB #10376 I I RIM 408.95 CDI W/ SIGN CONTRACTOR SHALL CUT IN 8 CPP IE 406.10 (E) " TO 8" PVC SEWER AND CB 410380 END SCHOOL ZONE INSTALL NEWER 6" SEWER RIM 412.91 EX FIRE "NO PARKING ANYTIME" STUB FOR LOT 25. 8" CPP IE 409.96 (E) HYDRANT (TYP) wnA-- B 425 420 415 F75k ' �l I.y 32+00 331 SSMH #10410 OF NE 27TH PL RIM 382.13. �■�■�■�■�■�■�■�■�■�■�■� 8" PVC IE 376.58 S 8" PVC IE 376.48 �E� r ' i 4 MEL 1 wm�wmam -0. . m EX GUARD RAIL (TYP) TO BE - CLOT TO BE RELOCATED 78 LF OF 1 FIRE FLOW LIMITATION AND RESIDENTIAL FIRE SPRINKLER REQUIREMENTS: 1. THE MAXIMUM AVAILABLE FIRE FLOW CAPACITY FROM THE NEW 8-INCH DEAD-END WATER LINE IN NE 27TH PLACE IS LIMITED TO 1,240 GALLONS PER MINUTE (GPM). AN APPROVED RESIDENTIAL FIRE SPRINKLER SYSTEM WILL BE REQUIRED FOR ALL NEW SINGLE-FAMILY RESIDENCES THAT WILL HAVE OVER 3,600 SQUARE -FEET OF GROSS BUILDING AREA. 2. LOTS 10,11,12 AND 13 ARE REQUIRED TO BE EQUIPPED WITH APPROVED FIRE SPRINKLER SYSTEMS DUE TO LONG DEAD END I I � J I --- I I I ---L � -- - �F i i Trl Li r LI LL I FTIr, SITE PLAN KEY MAP NTS ROAD. WATER MAIN FITTING 20' WIDE LOCKING SWING GATE AND DATA TABLE FIRE DEPT. APPROVED LOCK BOX O STA. 36+63.71, 7.07' RT CONTRACTOR SHALL FIELD LOCATE GUARD RAIL (TYP) EXISTING 8" WATER MAIN.CONNECT SEE DETAIL ON SHT 39. TO WATER MAIN AND INSTALL: TO BE REPLACED. CUT IN:(BY CITY FORCES) 1-8"x8" TEE (MJxFL) i i i I �. y 1-8" GATE VALVE KK NN(FL) POWER POLE (TYP) .. � . EX OVERHEAD DEAD JY+63g88,C0191,' I � POWER (TYP) O STA. 3fr+G3 :7y 15 4 ' LT INSTALL: 1 1 •. ! b I\ ! �.• I., I �. 1- 8" 45° BEND (RJ) 35� 356.......8° 'fiALt .. CONCRETE BLOCKING 36+54.,34 11.27' .•..... .. V. 36� SATELLITE DISH STA 36 4:� 1 A AA' LT UNION AVE NE 4 � CD ;� 1 W■ I x �� y O EX OVERHEA I O 24" STEEL �� S 10 LF z ■ G (AW,UT LIE ! © I S OF 8" DI EX 8" WATER w n OSTA. '^ "� �� ".'"' RT 5U=.9/b.V4 J ' POWER TYP TYP I CASING W W W I W , INSTALL: Q .-W X 112" W TER EX ADA I 1 , , �, .,, . - -------------------- POWER VAULT 1- 8" 45° BEND (RJ) TYP J RAMP (TYP) ; 36 SPU WATER MAIN' CONCRETE BLOCKING ---_--- = --_ _ -- -- ----�- --= ------------=------------------- - ---------- - - W - " ________________ - -- ------------- , -­E DRIVEWAY - _ I EX 8 -___ ______-= _______===--i -2 ----------- - tip m CB #1032 SEWER 1 * SIDE SEWER LENGTHS ARE MEASURED ' RIM 386.78 (Tl' % EX SIDEWALK ': , .r �•: '•:..; I I : FX. DITCH-LINE:FROM STUB LOCATION AT LOT 12" CPP IE 383.28 S N - - T' _ _ �. KEYNOTE: K 12" CPP IE 383.18 (N " EX FORCE MAIN E( EX FIRE HYDRANT EX ADA W i 1 WATER TO BE REPLACE SIDEWALK (TYP) UTILITIES CROSSING UNDER THE 36" MERCER ISLAND WATERMAIN SPU SHALL EX FIRE RAMP TYP z CONNECTION RELOCATED AS BE INSTALLED PER DETAIL ON SHEET 51 AND PROFILE ON SHEET 49. HYDRANT ( ) SSMH 0409 SEE DETAILS ON NEEDED (TYP) CB #10223 \�EX WATER METER CONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND RIM 382.83 SHT 49. " RIM 368.99 CB #10222 (TYP) VERIFY EXACT ELEVATION. CONTACT ENGINEER IF CONFLICT EXISTS. N O a a w w z z a a w w 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 . �H .... " P(©l�......... 3 INSTALL: -- --- []... --- -- 1- 8" 45- BEND (RJ) ---- �� I . CONCRETE BLOCKING 12 LF EX GUARD RAIL 35+75.54, 11.60' OF 8" DI� MONUMENT FND TO BE REPLACED ®STA. 3�+88- ' LT FOR MORE INFO.. -(TYP) INSTALL: �2 SEE SHEET 3 1- 8" 45° BEND (RJ) EX 8" WATER CONCRETE BLOCKING ro (TYP) 10+29.91 5.68' C• • 1 • 1 -•- 1 1 • • I • •' -• • -' •' • • • I A • • • • • - - - • • 4 1 •• • • ■ CN '-MOM MEN -t"T.1��tt�:7�1�1■•F3:� zL751 MEN MEN�u�■v�uv --MIMI � MEN Q�Ni+' • • • • re�� MEN m firZai�l1� MlllE MEN :_=-■ ���_�■ MEN MEN MEN IIIIIIIIIIII!1=2 M MEN MEN lmMOOIONE MEN .:���I\��:rl�V`■i�'�7L•L1f�■����,,►_�Ic�Ulir�ONE ONE NONE MEMEN ���►��,■NE& MEN gMl .i � \mow M\I���IC2" WA 1!1\\ MEN MEN M MEN MEN �m IEEE MEN M M MOO MEN -M■ ►�lAm � �1b� I -M■ 0111111�AMW�2 b_1 ONE ONE• -M■ t SA�IAN�5ii■•! I W� MEN MEN MEN ������` ,�► ���r�MEN �'rt�. 10 �i E __\ Ml ONE 310 -■ F. ARM -•_w 'OIL MlOOOOOOO 7•]L I:1C:)•yam .. -�`_■\ �_- `�_-_1W=11101111111 M rr;-�2f1":wffZ■ 0�■0 NONE =eF� IMlllII!I!!I ■,1Ld� ����� "t�>tr�y�IfGw�lell���Ilr ��.��-��■_1_ �� ' ��r �_.I���������L\I MINE smosuzinlim=- M _ 11 1 • • NOTED OTHERWISE. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC 1 C 2.0% OR • - 3. SIDE SEWERS SHALL BE CONSTRUCTED OF SAME MATERIAL AS THE SEWER MAIN. 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2ONE • ■ NONE! s.mw�' MINEMl ME -- ,-- �_�rAw I..I$6leVXTR6M4lXW ME M _�■ff■m -_s.- ��awmm I m m 0- -0-0-01 Zm _m� M ONE ONEONE I. NENENE� 1 j = - = IN COMPLIANCE WITH CITY OF RENTON STANDARDS ■EXVMG GRADE- 0 CCENTERLINE CO cV 7 07 O Ln n 7 0� c0 c0 r- Ln r7 00 c0 "t N CD00 Ln r7 00 00 00 � � r- r- r- r- co co Q 35+00 1 RECORD DRAWINGS AS BUILT REVISION 36+00 TJS 1/12/22 BJT suRmm: DESIGNED: TJS DRAWN: TJS CHECKED: BJT BY DATE APPR APPROVED: BJT scALF- PLAN: 1 "-20' VERTICAL NAVD 1988 PROF: H 1 "=20' HORIZONTAL, NAD 1983/1991 V 1 "=5 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 37+00 AO % • CITY OF PRI RENTON Nksgv Planning/Building/Public Works Dept. Q W U � 00 ASBUILT SEWER + WATER PLAN + PROFILE DA2/7/2022 m FOREST TERRACE PLAT F�BOOK: c! OO PULTE GROUP, INC DRAWING NO: LLJ 3535 FACTORIA BLVD S.E., #600 oc (w, BELLEVUE, WA 98006 SHEET: Q OF: pck CDv 'fO A 1.L_ m