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Home My WebLink AboutzS-3729 setto z N O U /Y W I.L 7 J O ,TV a J c 'oo 0087000006 0087000007 Od 2 W=Ml V Days Before You DIO uwin UM w*'ffw Loeaam 0DXr D,ORWA) sunez FBtl W Way.W 9WO3 _ANY ()WJ &b01 ®J www.esmcivil.com (l 1) GNI Egl�waMq Lm0 F� lnM Plannl�lq �� PuaW woro I Pmyct uanu, ant I wiw.oaw PrWIINaNn ESM JOB #1670- 004 -013 A PORTION OF THE NW 114 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA S 27TH STREET W— — — W— — — (AESIDENTIAL\ACGESS)— W— — — W— — — W— ; lll TOP AI EJG rrS 3374 JO SCALE: 1 " _ X40' 40 20 O 40 s0 S=372901 CHECKED FOR COMPLIANCE TO CITY STANDARDS 0 FIRST SUBMITTAL ESM /11/14 1 SECOND SUBMITTAL ESM /15/14 , 1w�10a wPSaraw_ wa isn��isai AM CITY OF LaRosa 2 MYLAR SUBMITTAL ESM /12/14 sio RENTON SANITARY SEWER KEY MAP vaJwx: � °N'� DATUM g1E1a4 awu wic Planning/Building/Public Works Dept. AM IP JNI axc wc9 NO. REVISION BY DATE APPR �� S- 37a -qof P Y�F: I I > �C N J i W J N W Q Z F U W O a - � r °' � N �o �� J a 1 w J N z N z O U /Y W I.L 0 J O ,TV a J O 0 SIT J;� TRACT A (STORM DRAINAGE) O® -.- All r� -- SSMH hfEX -03, TYPE 1 -48"0 \ _¢TA 10 +29.37, 110.86' LT TRIM-423 98 A PORTION OF THE NW 114 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA SSMH #EX -02, TYPE 1 -48 "0 STA 12 +60.44, 4.41' RT 4 EXISTING SEWER PIPE RIM =- i l7 6E- 447.59 F= 450.80 TO BE REMOVED 2 IE IN= 438.75, 8 "0 E 5 1 IE OUT-437.64, 8 "0 W PROPOSED FF= 440.90 WATER FF= 444.60 3 FF= 448.20 � C�. --- -- ------.. _---- -_---- - ---� - ,.Ja.r - - -- -P- - - -- -? -- O -- -- - - -/ - -- - -- - -- - -5• SIDEWALK" �_ - + .-. P P EXISTI G - - - - - -- -� I /• SEWE -- - -_ -------- =X- Go �. 5 SIDEWALK -- - - -- -- - -- - -- r - : .....rt ......................... Fo �IE IN= 420.331 8 "0 E v A E IN -420 08 8'3 SE vE OUT = 470.0.5 8 "0 1V 00 eFiVs, o :y tPA CL INT'X STA 33 +40.95, BENSON ROAD S // = STA. 10 +00.00, S 28TH STREET c \� IKCLLJ-\ #10 -MO -37 0087000 ri •J 1 �1 leA w�i n t i 40 'u STA m +30 0° 29'37 LT. I I RIM 46.98 IE IN 420.33 8"0 Ft 15 IE IN 120.08 8"0 sE 10 +00 10 +40 ® AnIu N GN® S I ® C ItL� F es W9Y. WA 98003 Ca12 Worgllp Days Bslors You 017 www.esmcivll.com Ulwas ulWwWwW allio11 cane. ODOTMOR,WA) ESM JOB #1670- 004 -013 i I JOINT UTILITY TRENCH � (TYP.) I, TR. B \ CLEANOUT (TYP.) SEE SANITARY SIDE SEWER TABLE ON THIS SHEET I 21 20 OFF- 447.20 F F=445.50 I I I' I I I I I \ S 28TH STREET (RESIDENTIAL ACCESS) - i 10' PRIVATE JOINT UTILITY ESM•T. (TYP.)I 1 19 FF= 449.40 Ch OT 9 ., STA. 10 +00.00, S 26111 STREET LENGTH OF SERVICEFROM SS MAIN TO S.S.C.O. co LENGTH OF SERVICEFROM S.S.C.O. TO STUB INVERT ELEVATION AT S.S. STUB STRUCTURAL PAD ELEVATION W = STA. 33 +40.95, BENSON RD S w 432.07 I Z cn - W ELEV. = 433.00 2m 10' 435.23 1 a 438.10 440 15 2 h 59 447.50 10 441 - 435 -- - - -� -- 1 445.49 18 - - - -- -I - 448.20 452.2 17 EX-02 428.83 23 444.73 10 446.20 450.2 18 -z.00% 429.10 24 443.18 10 445.10 449.1 19 EX-03 435.09 24 430 10 442.90 446.9 20 3 429.14 14 437.32 10 I 445.5 21 EX 03 430.65 25 434.21 10 1� 443.0 425' I I leA w�i n t i 40 'u STA m +30 0° 29'37 LT. I I RIM 46.98 IE IN 420.33 8"0 Ft 15 IE IN 120.08 8"0 sE 10 +00 10 +40 ® AnIu N GN® S I ® C ItL� F es W9Y. WA 98003 Ca12 Worgllp Days Bslors You 017 www.esmcivll.com Ulwas ulWwWwW allio11 cane. ODOTMOR,WA) ESM JOB #1670- 004 -013 i I JOINT UTILITY TRENCH � (TYP.) I, TR. B \ CLEANOUT (TYP.) SEE SANITARY SIDE SEWER TABLE ON THIS SHEET I 21 20 OFF- 447.20 F F=445.50 I I I' I I I I I \ S 28TH STREET (RESIDENTIAL ACCESS) - i 10' PRIVATE JOINT UTILITY ESM•T. (TYP.)I 1 19 FF= 449.40 Ch OT 9 DOVIINSTREAM S.S.M.H. SERVICEINVERT ELEVATION AT S.S.MAIN LENGTH OF SERVICEFROM SS MAIN TO S.S.C.O. co LENGTH OF SERVICEFROM S.S.C.O. TO STUB INVERT ELEVATION AT S.S. STUB STRUCTURAL PAD ELEVATION W EX-03 WX w 432.07 I Z cn - W IJ 2m 10' 435.23 1 a 438.10 �� 15 2 445.49 59 447.50 10 449.00 - EXISTING SEWER PIPE 16 TO BE REMOVED 1 445.49 18 1 447.04 FF= 451.60 448.20 SANITARY SIDE SEWERS LOT DOVIINSTREAM S.S.M.H. SERVICEINVERT ELEVATION AT S.S.MAIN LENGTH OF SERVICEFROM SS MAIN TO S.S.C.O. INVERT ELEVATION AT S.S.C.O. LENGTH OF SERVICEFROM S.S.C.O. TO STUB INVERT ELEVATION AT S.S. STUB STRUCTURAL PAD ELEVATION 1 EX-03 428.37 19 432.07 10 434.40 438.4 2 EX-03 430.94 32 435.23 10 438.10 442.1 15 2 445.49 59 447.50 10 449.00 453.0 16 1 2 1 445.49 21 1 447.04 10 448.20 452.2 17 EX-02 428.83 23 444.73 10 446.20 450.2 18 EX-02 429.10 24 443.18 10 445.10 449.1 19 EX-03 435.09 24 440.24 10 442.90 446.9 20 3 429.14 14 437.32 10 441.50 445.5 21 EX 03 430.65 25 434.21 10 439.00 443.0 PROPOSED GRADE O iSTING GRAI E O rL 11 +20 11 +60 12 +00 12 +40 0 FIRST SUBMDTAL ESM 2/11/14 1 SECOND SUBMDTAL ESM 4/15/14 oESC1 2 my-AR SUBMITTAL ESM 5 1 14 ----1= ( N r 0 - c/) LU - W w Z U) W - - W, LA -UL I,Y -40 'O I - STA. ]?+60A4, 4.41' PT RIM= 447.59 III IE IN 438.7 8 "0 E IE OUT= 437.64 8 "0 W 12 +80 CITY OF RFNTON O1E H0X DATUM • *NLL Plan ning/Building/Pu blic Works Dept. •NO,�� SfNE ,4WINN00. IMF SCALE: 1• -20' HORIZ. 20 10 0 20 40 S= 372903 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION SHEET DT -01. 3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL SHEET SS -04. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6 -INCH O 2% SLOPE FROM MAIN TO RIGHT -OF -WAY THEN UP TO SEWER STUB ELEVATION UNLESS OTHERWISE NOTED. 4. MANHOLES LOCATED IN DRNEWAY APPROACHES SHALL BE SET TO FINISH GRADE. MANHOLES LOCATED IN UNIMPROVED AREAS ARE TO BE SET A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST HAVE 2'DIA. CONCRETE RING POURED AT GRADE. WHERE MANHOLES LOCATED IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 450 r.me LaRosa SANITARY SEWER PLAN AND PROFILE vws: °>N�o w, c w a N Z 0 H _J U ITL w 0 l `TV a J 445 440 435 A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA HIGH AVE S 5 SEE SHEET SS -04 FF= 452.30 CL INT'X a CL I S A 13 +71.19, S 28TH STREET STA 15 15 CLEANOUT (TYP.) 6 \ +40.70, S 28TH STREET = SEE SANITARY STA. 5 +00.00, ACCESS ESM'T FF= 45300 SANITARY SIDE SEWER s'. I =STA. 2 +59.49, HIGH AVE S TABLE ON THIS SHEET . 7 FF= 453.80 8 3378100060 Ex- '115 LF, 8 "0 PVC SS FF= 453.80 CL I 'X i9 0 -0239 FT. /FT STA 15 +68.54, S 28TH STREET = STA. 3 +00.00, HIGH AVE S 6 s i- 1--- - '- - -- - ' -- "0 S.S. ® 2.0% MIN. \ N O1 1 i O 1 _. (IYP.) o N p SID - - - - -- - LK LU 1 P 2Zr = I _ pR 0 \ � J _ - - � -_ - OP SED WA W '5 +00 N - V- -- - i _ - - - -- -- --- -- =-__ Q r ... .. lT ; _ c .. L r ... .. ... i.. ._ .._.._ _ `` _ _ _ p P - �1- SIDEWAY 1 STA. 13 +75.69, 3.24' RT. - RIM= 450.55 IE IN= 441.60 8 "0 S !,E N= 441.5$ 8'0 E ., IE OUT =441.47 8"o `N ..._..� ................ 10' PRIVATE JOINT " " .................. EXISTING CONC. SIDE,'JALK APPROX, 25 WIDE I I _ S 28TH ST RESIDENTIAL ACCESS) + �`•, EXISTING EXISTING CONC. SIDEWALK PAVEMENT r APPROX. 2.5' WIDE CONNECT TO EXISTING 8 0 S.S. 13 UTILITY ESMT. CONTRACTOR TO VERIFY SIZE AN 18 DEPTH PRIOR TO CONSTRUCTION, - FF= 453.90 SSMH EX -01, TYPE 1 -48 "0 AND NOTIFY ENGINEER OF ANY JOINT UTILffY TRENCH STA 15 +38.97, 24.83' LT - s� DISCREPANCIES 26' PRIVATE ACCESS (TYP.) RIM =!03 ! 453.53 AND PUBLIC j2 �IE IN- 445.41, 8 "o SE , 17 UTILITY ESMT. FF= 454.60 TIE OUT= 4_45.34, 8 "O W FF= 452.70 EL:454.50 (SEE SHEET SS -05) ACCESS EASEMENT O O 0 wW� �I 2 Z __. LU - W Q Ex_ 11s' L.F., S 28TH STREET (RESIDENTIAL ACCESS) ING GRADE 0 GRADE 0 1'q- P S 14 +60 15 +00 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 1 MYLAR SUBMITTAL NO. REVISION 1 1 1 1 9 (SEE SHEET SS -04) HIGH AVE S STA. 15 ELEV. _ -V1, I'ILI 1 -40W I 1A 15 +38.9D, 24.83' LTEX -01 rtq- 453.x- 453.53 1 IN= 445.411. 8 "0 SE . 15 +40 15 +80 ESM 02/11/14 masrm: ESM /15/14 ESM /12/14 ER BY I DATE I APPR SANITARY SIDE SEWERS LOT DOWNSTREAM S.S.M.H. SERVICEINVERT ELEVATION AT S.S. MAIN -: CONNECT TO EXISTING 8 "0 $S. COP TRACTOR TO VERIFY SIZE AND DEPTH PRR TO CONSTRUCTION, AND NOTIFY ENGINEER OF 4,4Y DISCREPANCIES. LENGTH OF SERVICEFROM S.S.C.O. TO STUB INVERT ELEVATION AT S.S. STUB 13 +40 13 +80 14 +20 EX-02 430.84 ` 445.19 10 to 450.5 7 ® 334008N AVBnYB SOUIF I ®I ®I I t�� 445.83 10 447.30 305 8 1 CN 2 Workhp Days Before You Dip Fecivil.co WA 90003 FW www.asmcivil.com /_` . 10 811 P =57 =^ = I P„ "„ I U e.°Iro 0 443.26 Uiiee UT1dergreuld Locam Ceder cD,MT,D,OR,WA) ESM JOB #1670- 004 -013 spa 452.1 13 1 442.07 14 +60 15 +00 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 1 MYLAR SUBMITTAL NO. REVISION 1 1 1 1 9 (SEE SHEET SS -04) HIGH AVE S STA. 15 ELEV. _ -V1, I'ILI 1 -40W I 1A 15 +38.9D, 24.83' LTEX -01 rtq- 453.x- 453.53 1 IN= 445.411. 8 "0 SE . 15 +40 15 +80 ESM 02/11/14 masrm: ESM /15/14 ESM /12/14 ER BY I DATE I APPR SANITARY SIDE SEWERS LOT DOWNSTREAM S.S.M.H. SERVICEINVERT ELEVATION AT S.S. MAIN LENGTH OF SERVICEFROM SS MAIN TO S.S.C.O. INVERT ELEVATION AT S.S.C.O. LENGTH OF SERVICEFROM S.S.C.O. TO STUB INVERT ELEVATION AT S.S. STUB STRUCTURAL PAD ELEVATION 6 EX-02 430.84 33 445.19 10 446.50 450.5 7 1 442.14 29 445.83 10 447.30 451.3 8 1 443.33 18 446.57 10 447.30 451.3 12 1 443.26 39 446.78 10 448.10 452.1 13 1 442.07 27 445.93 10 447.40 451.4 17 EX 02 428.83 23 444.73 10 446.20 450.2 AT �w AM CITY OF RENTON °NI DATUM •*,vu scu Planning /Building /Public Works Dept. 6 MqE Hp SGIE KCOIANLLY SCALE: 1=20' RORIZ 1' -5' VERT. 20 10 0 20 40 S= 312904 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION SHEET SS -05. 3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL SHEET SS -05. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6 -INCH 0 2% SLOPE FROM MAIN TO RIGHT -OF -WAY THEN UP TO SEWER STUB ELEVATION UNLESS OTHERWISE NOTED. 4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE SET TO FINISH GRADE. MANHOLES LOCATED IN UNIMPROVED AREAS ARE TO BE SET A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST HAVE 2'DIA. CONCRETE RING POURED AT GRADE. WHERE MANHOLES LOCATED IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 450 440 CHECKED FOR COMPLIANCE TO CITY STANDARDS LaRosa SANITARY SEWER PLAN AND PROFILE " vmE cb; S- �7�'11TGY � a �0 NA O a 1 w a N z O U fY w I.L 7 l O `TV a J 465 440 435 A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA CN 2 Wa llft Days Before You DI61 UlMlss U1derWmmd Locsion Canter y WOrMORWA) S 28TH STREET (SEE SHEET SS -02) _ CL IN STA. 3 +00.00, HIGH AVE S STA. 15 +68.54', S 28TH ELEV. = 453.51 NITS - - 2 +32.99, HIGH AVE S END - - - ALLEY IMPROVEMENTS - - -_ -- ELEV. 11. = 453.59 1G JOINT UTILITY TRENCH (TYP.) HIGH AVE S 1 +40 1 +80 DOVIMSTREAM S.S.M.H. SERVICE INVERT ELEVATION AT S.S. MAIN LENGTH OF SERVICE FROM SS MAIN TO S.S.C.O. INVERT ELEVATION AT S.S.C.O. ® 33000emAVanueso n I ®I ®I I STRUCTURAL PAD ELEVATION Sui,a208 EX-01 Fecivil.co wA 98003 www.esmcivil.com ,aa 10 450.50 454.5 � Me N9 bM PImNn9 Pudb Nwb I Freled aammam woe. y. ww, «mn I ESM JOB #1670- 004 -013 2 +60 0 1 FIRST SUBMITTAL 1 1 SECOND SUBMITV 2 1 MYLAR SUBMITTAL He 4651465 SANITARY SIDE SEWERS LOT DOVIMSTREAM S.S.M.H. SERVICE INVERT ELEVATION AT S.S. MAIN LENGTH OF SERVICE FROM SS MAIN TO S.S.C.O. INVERT ELEVATION AT S.S.C.O. LENGTH OF SERVICE FROM S.S.C.O. TO STUB INVERT ELEVATION AT S.S. STUB STRUCTURAL PAD ELEVATION 9 EX-01 447.45 9 449.00 10 450.50 454.5 10 EX-01 449.37 8 450.18 10 451.70 455.7 11 EX-01 1 450.80 1 8 1 451.05 10 452.50 1 456.5 l 3 +00.0 HIGH AVE ;S STA. 15+ 8.54, S 28 ST V. = 45 .51 STA 3 +26.50, HIGH AVE S ELEV. 454.01 445 11 445 - - L 4 401 440 Ex o1,_TYPE 1 48-o j I ST 4. 2 +34.66, 11.72' RT. RIP = 453.41 IE N= 445.41 8 '0 SE !E UT= 445.34 8 "O W 435 1435 3 +00 3 +00 ESM 2/11/14 ESM /I5 /u,� ESM /12/14 1 fM oaw�: Q REVISION I BY I DATE I APPR LO U) Now it EX. .562 S 8'0 PV .S L.F. t . T- - - - - - T- _ FT.7FT. n SCALE: 1 =20' HOR1Z 1'-W VERr. 20 10 0 20 40 S= 372905 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION SHEET SS -05. 3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL SHEET SS -05. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6 -INCH O 2% SLOPE FROM MAIN TO RIGHT -OF -WAY THEN UP TO SEWER STUB ELEVATION UNLESS OTHERWISE NOTED. 4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE SET TO FINISH GRADE. MANHOLES LOCATED IN UNIMPROVED AREAS ARE TO BE SET A MINIMUM OF 6* AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST HAVE 2'Dw. CONCRETE RING POURED AT GRADE. WHERE MANHOLES LOCATED IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. I m'o n ,o STA. 5 +31.52 11 � ERD- ALLEY- fAIPR01 ELEV. 457.08 465 445 CHECKED FOR COMPLIANCE TO CITY STANDARDS 3 +40 3 +80 4 +20 4 +60 5 +00 CITY O F LaRosa �05/1�1, RENTON SANITARY SEWER PLAN AND PROFILE er u r Planning/Building/Public Works Dept. SS -04 25 "33 If Ip! q1E dLll - SCY£ ,ICCgpIHQY r " O o y 1y 1 N a � z 0 U fY w I.L 0 l `TV a J EXISTING 13 "o SEWER CLEANOUT (TYP.) SEE SANITARY SIDE SEWER TABLE ON THIS SHEET 7 FF= 453.80 3' MIN. (TYP.) (SEE SHEET SS -03) S 28TH STREET l�j I �^ al a 1 _o`" 1 I yl I it 1 A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA 1 SSMH /1, TYPE 1 -48" 1 ::I STA. 13 +75.69, 3.24' RT. SSMH #2, TYPE 1 -48" STA. 5 +03.28, 4.45' LT. STA. 6 +43.43, 6.61' LT. / RIM = 450.55 RIM = 452.93 / IE IN= 441.60 8 "0 S IE IN= 445.49 6 "0 SE CONNECT TO EXISTING 8 "0 SS. IE OUT= 445.22 8 "0 N CONTRACTOR TO VERIFY SIZE AND DEPTH 1 4 I PRIOR TO CONSTRUCTION, AND NOTIFY 26' PRIVATE ACCESS } ENGINEER OF ANY DISCREPANCIES. FF= 455.47 . 13 AND PUBLIC UTILITY ESM'T. ..I FF= 453.90 IiI - -- - --� -- -1 140 L.F. 8 10 PVC S.S. J 0 S = 0.0259 FT. /FT. 6 +00 0 6 1-- -- -'IF p- / , v . FF= 453.00 - /-C:' it a i�I PROPOSED WATER � BEGIN ALLEY IMPROVEMENTS 1 ::I STA. =5 +26.50, AT CL CL INT'X /� I I/ : JOINT UTILITY 17 STA 13 +71.19, S 28TH STREET TRENCH (TYP.) STA. 5 +00.00, ACCESS ESMT / I FF= 452.70 5 I I I I 1 10' PRIVATE JOINT FF= 452.30 / - .._. _.L.I_ :: UTILITY ESM'T. (TYP.) 460 450 445 440 435 PROPOSED Cd 2 Waft Days Bdore YOU ct Unum DrK)8r¢OIEKi LOc"m Calder (lDYr,ND,ORWA) P. .. it r _- (SEE SHEET SS -02) STA V- = ACCESS EASEMENT (PRIVATE ACCESS EASEMENT) ACCESS ESM'T. BEGIN ROAD .01) M D PROVE,MENTS WA. 01�b ......_ ELEV. 451.05 6 "0 S.S. 0 2.00 MIN. (TYP.) I EID ALLEY IMPROVEM STA. =6 +67.43, AT CL SED GRADE ® q 3 GRADE 0 STA. 5 +03128, ' RIM = 450.5 IE IN= 441.60 4.45' LT. 8 "0 S DOWNSTREAM S.S.M.H. SERVICE INVERT ELEVATION AT S.S. MAIN LENGTH OF SERVICE FROM SS MAIN TO S.S.C.O. E OUT-441.57 a "o W INVERT ELEVATION AT S.S. STUB STRUCTURAL PAD ELEVATION 14 CONNECT TO EXISTING $ "0 SS. 447.60 10 CONTRACTOR TO VERIFY I SIZE AND DEPTH 2 445.49 PRIOR TO --ONSTRUCTIONJ, AND NOTIFY 449.00 453.0 ENGINEER 7 ANY DISCREPANCIES. 1 445.49 21 447.04 5 +00 5 +40 5 +80 ® 33AOORIM1AVOnuu5ou10 ® 110 14w 1 Fedwa05 FetlMil.co WA 98003 www.esmcivil.com =.E7ala " I P-d S =m.n[ a FewwM ESM JOB #1670- 004 -013 IE 6 +20 6 +60 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 101011 8 "0 N m I lm Co k 16 FF= 454.70 15 FF= 455.50 ELEV. -- 453.46 . lX- F Flan. SANITARY SIDE SEWERS LOT DOWNSTREAM S.S.M.H. SERVICE INVERT ELEVATION AT S.S. MAIN LENGTH OF SERVICE FROM SS MAIN TO S.S.C.O. INVERT ELEVATION AT S.S.C.O. LENGTH OF SERVICE FROM S.S.C.O. TO STUB INVERT ELEVATION AT S.S. STUB STRUCTURAL PAD ELEVATION 14 2 445.49 14 447.60 10 448.80 452.8 15 2 445.49 59 447.50 10 449.00 453.0 16 1 2 1 445.49 21 447.04 1 10 44810 1 452.2 I-'Ji (.`SI 1 V(i 1 1) L V TS CF P 201, FFI;IANC NA FRIAI FOR / r SANI I AR- SI itil R Pil ;SEE ROTE ) O.C. Or PIPE 3 =7CIN£ FOR SANI -A2° S_.V -R =IPC NCIE<: I. F40V -- U\IrCRM SUPPCRT LNDR 3624 =L. 0 1 Mr.. TAL•F Ia : -R nt Ne IFS. 3. COM'ACT BE:CI \G HATER.AL TO SEX VAX. 3ENST" EXCEP - REPT_Y Ohi 'P-. iA\I TAMP D \I Y. A. PRE NSTALLA�ON S -ALL BE PER SEC-31 7 CS OF -HE S- ANDA43 SPCC - CATIONS. n FPF 70\- Mn TAI SIIA I 1- "OnAVF 1AC< -I FOR 14AVS" AS SP 0 11 \ III A.`.::E DAIIS :SICHON O III SIANDARD SP CII ICA CNS ai P A Gi V 1. 6. PPE M-ST EE AINCREC N SJN A MA \NER AS -C ENSLRE F_DW I NP B MA ITAIV =1, J. IRI NC 1 0411111 SIP I ? PI 3 S OIICN 2-09.1 CI It 5 : \NU %•i 1 514:: - (:.A l I OVS. I ® P(03r.TC. WORKS DEDDIND �' 117 TIFPAFT2(FA7 FOR SANITARY SIEWERS OCTOATR '012 n SCALE: 1 =20' HORIZ. 1' =5' VERT. 20 10 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION ON THIS SHEET. 3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL THIS SHEET. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6 -INCH 0 2% SLOPE FROM MAIN TO RIGHT -OF -WAY THEN UP TO SEWER STUB ELEVATION UNLESS OTHERWISE NOTED. 4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE SET TO FINISH GRADE, MANHOLES LOCATED IN UNIMPROVED AREAS ARE TO BE SET A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST HAVE 2'DIA CONCRETE RING POURED AT GRADE. WHERE MANHOLES LOCATED IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. "I'll ONE 3_0., F.TLRE 6" RLIIAN.. S-M1 WL EIW FAYC S•AFR - _- 3= W I `VX E- S1UD NA9gM(: POST FANNED i[F NI1N 6" 1]lt CLIIEI I E'XE'X6' HTE WTEIE W,N N: Mli.• '9!•{EY V NCMEC _AOT IF .O.FgvUW W19 Fi S Ii011 61d(R LETTER$ µN CAST IN(M11i11G O COLCM1 f8 WRE WUR'FLp ARCLNF, THE STUD AID (CAST 9F : �ANN"U EQUAL. f %fetDED N TE RF ff 11L SNJ. SPECIFY '580&(1' IW IP.. 6" 9lV iS NL" fNA 3LI L9WG BEN =_R N -E S-D. FINE <UJ.1 FOR IICTAI I ATp AE(FPTAOIE PRO'SCurEE rW 90L SEWER OO.INECRMS TO MAIM LNCS M= AS FOLLOWS: A. •n1F6.LG CLA'MAIN - CLT A A NEW "EE USMC - IFXBUE I:IIUPLN(v (FEIMCO OR APPRO\'LD EWWA . 0 CCNS.ETE MAIN CYME- ➢MLLE] WR A RCVAC JAJ]L£ (M APPRCME) EWA) C. P: "O MAIN LURE WNI WN A R6[AC SllglE SCR AY`ROVED 72VAL) OR CUT M A VIER W 119ML NWW CgIpIEEOe, C. DUCTILE IRON MAIN - CORE- CRLLLEO WlH A ROfAC SIO)1E (OR AAPROwD EOJAL) E. MANHOLE CCINNECT.CA A 1 :OINFC71ONS 10 MANnOLFS to BE AT MANLFA=FlUO d0][ -0113 UR TIE SNUCILR.L 5FALL K CCRE- DRRIFC. SO" ALLOWABLE MAX. OR CAST IRON PIPE OR DLCTI_C IRON PIPE. 1:3:5 MIX } p% N 'LOCKING dP \ \A z. �kg"tf 0�b�E � r 1 2X MIN SLOPE HOH.ZONTAL 6' SIDE OJT-ET TEE SFNFR 6" MIN. IRAN SEYER 11 IN OF TEE A7 WAN O'F_R ]s T CAI SIDE SEVIIER f EVAlION EIEVATi(MJ - _ NOTE UNLESS OTHERWISE SFOVN ON PLAN. SCE S-MM SHALL HAVE A AIN MUM 1.5' CO1ER AT PR(PFRTY .,NE OR 3 -5' LOWER -HAN THE LOWEST HOUSE ELVAT!ON, WHICHEVER IS LOWER. PUBLIC WORKS STANDARD SIDE SEWER SID. PLN - 408.1 DEPARTMENT INSTALLATION -- (SEWER MAIN TO PROPERTY LINE) SEPTEIIAER 2011 Sm372906 CHECKED FOR COMPLIANCE TO CITY STANDARDS s. . Zel - +�"W'969 CITY OF LaRosa MRNMrtAL IVO IBN/199t RENTON SANITARY SEWER PLAN AND PROFILE 0XE 1Xpi DATUM Ar tIM Planning /Building /Public Works Dept. IF INT WE NCM ECVE AfLOIDI16LY C® S- 3 -7 -.�LA0(v 05/12/201 SS -05 d �oNa o (n D 1 w W 'o o: a c 0 O it J A PORTION OF THE NW 1/4 OF. SECTION 29, TWP. 23 N., RGiE. 5 E, KING COUNTY, WA 440 435 A7^ 17, IE E --1-433.51' 8.0 SE � 425.55' PL 8" NW 425.34' C NO. 267 BENSON ROAD S (MINOR ARTERIAL) REVISION BY I DATE I APPR l ow4 ' a ruu snu: r �nr- .o+cwM � r 446.96' 8 '0 NW 438.63' r SCALE: 1"-20 NORI2. 20 ' to 0 20 40 AXIS SURVEY & MAPPING, INC. 13003 NE 126TH PL KIRKLAND, WA 98028 425 - 823 -5700 AS -BUILT DRAWINGS 10/31/2014 0087000220 IS KEY MAP NOTES: I 1. SEE SHEET HC -01 FOR HORIZONTAL CURVE DATA. 2. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE CONTRACTOR. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 4. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF REW014 STANDARDS 6012 g G013. FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. S06 WILL NEED TO BE INSTALLED PRIOR TO AS -SULTS AND COMPLETION OF CONSTRUCTION. 5. ALL TRENCH RESTORATION SHALL. BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR M 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HOPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) $�z X3`2 z E FRO C fl 3m IN3 z m m m Z g 8 O fl W �pn N m Z c gig Nm DI z m L n" J=3729001 — 3 1 N u 1 J Tv A n _ N 445 i I N w 4.35 430 CHECKED FOR COMPLIANCE TO CITY STANDARDS 8 S•�s• zi t/ e o i DN Mn CITY OF LaRosa :FM RENTON SANITARY SEWER PLAN AND PROFILE Planning /Building /Public Works Dept. -7 5 FF=452.30 CLEANOUT (TYP.) 6 SEE SANITARY SIDE SEWER TABLE ON THIS SHEET F17=45100 EX. 115 LF, 8"0 PVC SS �D 0.0239 FT./FT. Of 0 0 Irr w + cf) w cu m 0 rj) w w W z 440 < ................. L-7 SOW #I, TYPE 1-48 STA. 13+75.69, 3.24' RT. RIM-450785- 450.52' IE IN- 449 -60 8.0 S 440.96' 1E IN= 4 41.58 3"0 E 440.76' JE OUT I 'I. 1 -7-8 "0 W 440.66' CONNECT TO EXISTING S� I CONTRACTOR TO VERIFY SIZE 18 DEPTH PRIOR TO CONS AND NOTIFY ENGINEER 17 FF=452.70 O 0 I- to "— w w w l 3: W 3: F_ 8 "0 S. PVC YOU 019 r, Cwilmr 1 A PORTION OF THE NW 1/4 OF SECTION 29, _r`WP. 23 N., RGE. 5 E, KING COUNTY, WA HIGH AVE S (SEE, SHEET SS-04) CL INT'X CL INVX ACCESS ESMT STA. 2+59.44, HIGH AVE S r=; PA 5 +00,00; S MT 0 S STREE 7 FIF-453.80 8 FF=453.80 3378100060 CL A1 X + S STA. 3+00.00, HIGH AVE S 600 S.S. 0 2.0% MIN. (TYa.) ------ — — — — — — — — — -- 5- Si! _ + ALTZ --- _L . "'U, V io' PRIVATE jowT j 13 UTILITY EsmT. (Typ.) FF-453.90 joiNT UTILITY TRENCI 26' PRIVATE ACCESS (TYP•) AND PUBLIC 12 UTILITY ESMT. FF=454.60 EASEMENT 5 2$TH,STBEET (RESIDENTIAL ACCESS) ING GRADE. O. GRADE 0 1l1 ISSMH EX-01, TYPE 1 -48" STA 15+ 38 97, 24.33" LT RIM ---m 453.53 IE IN=445.41, 8"o SE ", W !E OUT=445.34, 8 LL:454.50 11� 9 450,52' 440.96' 440.75' 440.66' No. REVISION EXISTING CONC. SIDEWALK APPROX. 2.5' WIDE S 28TH ST y ( RESIDENTIAL ACCESS) + EXISTING CO EX NC. SIDEWALK PAVEMENT AP 4 "kOX. 2.5' WIDE HIGH AVE S L4Lmw 15+38.97, 24+83' LTEX-01 BY I DATE I APPR _r AXIS SURVEY & MAPPING, INC. 13003 NE 126TH PL KIRKLAND, WA 98028 425-823-5700 AS-BUILT DRAWINGS 10/31/2014 SAWAW SM 80VAM L) LOT D0111114157ME111111 S. .H. SEWMIRWRT ELEVATION AT % V LENGTH OF INERVICEPRO111 36 MANN TO &&C.O. INVERT ELEVATION, AT S.&C.O. LENGTH OF 5MVICIEFROM S.S.C.O. TO STUB INVERT ELEINKTION AT &S. STUB STRUCTURAL PAM MM kMOIN 6 0(-02 Nz 33 445.19— 10 446.50 4511.5 7 1 1 1 442.14 29 445.83 10 4730 451.3 8 1 44333_ 16 446.57 10 447.30 451.3 12 1 44326 1 39 44 10 C3 462-1 13 1 442.07 5�78 93 10 :0,40 51 .4 17 EXA2 1 1 23 1 444,73 10 44620 1 450,2 L Flo SCALE: 1•.201 WORM 1*-W VEXr. rmbmfm%mpmm% , 20 10 0 25 40 NOTE&SM3 72 908 1. EXISTING UTILITIES ARE SURFACE 40CATM ONLY CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION SHEET SS-05. 3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL SHEET SS-05. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6—INCH 0 2% SLOPE FROM MAIN TO RIGHT —OF —WAY THEN UP TO SEWER STUB ELEVATION UNLESS OTHERWISE NOTED. 4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE SET TO FINISH GRADE. MANHOLES LOCATED IN UNIMPROVED AREAS ARE TO BE SET A MINIMUM OF 6" AND A MAXIMUM OF 12' ABOVE FINISH GRADE, OR MUST HAVE 2'DIk CONCRETE RING POURED AT GRAM WHERE MANHOLES LOCATED IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAYING. egz L) > Z 0 C Nz M m m 2 WR� > 0 M 2 anz zm 2 Z c C3 m z m WR� CHECKED FOR COMPLIANCE TO CITY STANDARDS > 0 M CHECKED FOR COMPLIANCE TO CITY STANDARDS M em Z LaRosa CITY OF RENTON t SANITARY SEWER PLAN AND PROFILE DATUM i Plan ning/Building/Public Works Dept. /�WLy EXISTING 3 "9 SEWER (SEE SHEET SS S 28TH STRE aL JL _ _ .... 3' MIN. (TYP) n I FF= 453.00 { of y I a CL INrX = STA. 5 +00.00, ACCESS ESM`T FF =452.30 -" d (SEE SHEET SS -02) 450 445 0 435 CN 2 M101*9 OW Bobo You ft �AIT,1n60RWA) loll CL INT'N ST7��3 = STA. FLFV_ = ( ' . '50M j1, TYPE 1 -46° STA. 13 +75.69, 3.24' RT. STA. 5 +03.28, 4.45' LT. RIM -468:58 - I£ IN= 444.60 8 "0 S CONNECT TO EXISTING 8 "1! CONTRACTOR TO VERIFY ^s.. PRIOR; TO CONSTRUCTION,. A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23'N., RGE. 5 E, KING COUNTY, WA AXIS SURVEY & MAPPING, INC. 13003 NE 126TH PL KIRKLAND, WA 98028 425- 823 -5700 X111 02. TYPE 1 4s° 452.77' AS -BUILT DRAWINGS STA. 6 +43.43, 6.61' LT. 445.50' 6" SE RIM 46E.93 "5.19'8" N 10/31/2014 IE IN =445.49 6 "a SE 445.49' 6" S IE OUT - 445:2 -$'0 N 445.50'6"W --:� -- 440 L.F. 810 PVC S.S. �`.. O S = -68269 FT /FT 6 +00 . v . ........:_ , ._..._, ",__ ... . 14 FF =455.50 26' PRIVATE ACCESS FF- 455:47 AND PUBLIC 1 UTILITY ESM'T. N I I PROPOSED WATER) 6 "0 S.S. 0 2.00- _ BEGIN ALLEY IMPROVEMENTS MIN. (TYP,) STA. 5 +26.50, AT CL I I JOINT UTILITY 17 TRENCH (TYP) FF= 452:70 n END ALLEY -. 10' PRIVATE JOINT STA.= 6 +67., UTILITY ESMT. OYP ) ACCESS EASEMENT (PRIVATE ACCESS EASEMENT) RIM= 650.5 450.52' IE IN -"A^ 40 8 "0 S 440.x6' I 440.75' IP NIT- z:ah cv R "a w 440.66' Fdd*,V iMs, WA ii www "moiVi6aom �NFnaimNnnG I ;� M �"�1 I S= 0.0302 t ® q 16 FF=454.70 452.77' 445.50'6" SE 445.19'8" N 445.49'6" S 445.50'6" W N0.: REVISION - IMISTIN OF LENGTH OF SERUCE INVERT SERVICE PROM IMMIRT 8MVICE FROiM INV$RT DOMRNSTROWI ELEVATION AT SSIWAIN TO ELVAMM" &S.C.O. TO ELEVATION AT STRUCTURAL. LOT S.S.M.H. S.S. Am* $.&C.0. AT.SS.C.O. STUB S.S. SAM PA1I11 ELSMIION'.. 14 2 - 445.49. 14 447.69 10 448;89 452.$ 15 2 445.49 59 4+89.50 10 449.00 453.0. 16 1 2 '- .445A9 21 447.04 10 44$:20 - 2.2 _.. L V TS CF P >= ZON- -T FFI DINE. MA FI71A1 Foie /i -- ` EE NOTE 11 N,1 R PI' i / O.Dr or PIPE FOl \ iATIO\ 3 =]2INS For SANI A2° S =W?r ?IFE NOTES 1. F 0',: U[ITCRM SUPPORT 1,11011 3AI2M. 7 1 ANr TANF 111,11-7 IJA..qcirS. 3. COU'ACT BEOCI\G�VAMR AL T8 St% `IAN, _aST° EXCEP- D RECT_Y Chi °P -. AANJ IANI`:AJ Y. •. P K NSTALLAn S -AU- BE PER FED ON 7 Ob OF ' E S-WA'o SPEC-CARONS. 3 F zM- NA`TN TJIA I ?_ °mAIY iAC.['T MR 17AVS' 0.5 SI` C:1 IT S 111 A..(:f ::A11S "'ST r.111% :3 ill SIANDAIG) SP III CA C.NS 1E'P A CIA', 1. E. FPE N.ST. E3 A<CAOREC N SJC4 A NANNE2 AS -C zc SORE F_0. 1'HF is MA \TA1V 1. �. IIR N:: 1 °111111 "SIIA I I PI t S CIIC:N 7 -M14 01 It � aND .i)srr::- Gdn:ivs. DFT'ARril OCTORFR 3012 n SCALE: "-2W HORIL 1"-W VER17. 20. 10 0 2D 40 NOTES: 1, EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION ON THIS SHEET. 3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL THIS SHEET. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6 -INCH O 2R SLOPE FROM MAIN TO RIGHT -OF -WAY THEN UP TO SEWER STUB ELEVATION UNLESS OTHERWISE NOTED. 4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE SET TO FINISH GRADE. MANHOLES LOCATED IN UNIMPROVED AREAS ARE TO BE SET A MINIMUM OF 6' AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST HAVE 2'DIIA. CONCRETE RING POURED AT GRADE. WHERE MANHOLES LOCATED IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 5' BULLgNS. S_NiER PVE. I \gp (qyQ g q rj I fi•%E'Ifl• w 12 z <' ^a5 JMNIOIG PoST FANW TEE W1H N 9:1[:4Lt{):T Z S AZE• =FAN l PITT Nw 1Ni.PQ0 'IM s"" CAST fl°II RpG d CTUt N91W`PfD ARx,IG 11F it MDR. S.o Ta4 MT11C� Evill e%IFwm m ac TGP w NE: SM 5:£l4Y1.0w w.li. six y.:Aey,JD. I'Llu. ma SEPy SS SN. JkM tw. Tm MTYIAT.Mj 4CCCIRTAM 1110[RAIfdS fCR. SEd SUER GC.VIECMYB. TC •JAA LfICS.ME AS ENLQII@. A NBYEG CU" YAN -CUT A A 1101f IISING IE %b1L cant (rtw M AFfil Ed EOJAL} fl GCNtliK YAV! - C°SE�pdMPJ All A H04Y: SA).]IE (6Y A�PACVEJ EQILL} c. PYC YWI - mw-0NIFC ww A FWAC SIDC( Im APd04ID MAIL) CR =1111 A RE1 TEE Yd,IG IRC9 WIg1Wfi. C. 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PLIR - fleet 56P1b1l 2011 CHECKED FOR COMPLIANCE TO CITY STANDARDS LaRosa SANITARY SEWER PLAN AND PROFILE C.Q- S- '3'7 -1 q 0(. a 3 �m N3 mz I � 8 O m N�o CDC ` m R G Z eg� z G) � c � N 3 NZ m $ m J A ma 1 'c N o�D a fillN N 8 O H G z�N GGGGCGCG �� Z SEE SANITARY SIDE SEWER / / t TABLE ON THIS SHEET 7 i i FF= 453.80 a z w 1 1.L 450 445 0 435 CN 2 M101*9 OW Bobo You ft �AIT,1n60RWA) loll CL INT'N ST7��3 = STA. FLFV_ = ( ' . '50M j1, TYPE 1 -46° STA. 13 +75.69, 3.24' RT. STA. 5 +03.28, 4.45' LT. RIM -468:58 - I£ IN= 444.60 8 "0 S CONNECT TO EXISTING 8 "1! CONTRACTOR TO VERIFY ^s.. PRIOR; TO CONSTRUCTION,. A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23'N., RGE. 5 E, KING COUNTY, WA AXIS SURVEY & MAPPING, INC. 13003 NE 126TH PL KIRKLAND, WA 98028 425- 823 -5700 X111 02. TYPE 1 4s° 452.77' AS -BUILT DRAWINGS STA. 6 +43.43, 6.61' LT. 445.50' 6" SE RIM 46E.93 "5.19'8" N 10/31/2014 IE IN =445.49 6 "a SE 445.49' 6" S IE OUT - 445:2 -$'0 N 445.50'6"W --:� -- 440 L.F. 810 PVC S.S. �`.. O S = -68269 FT /FT 6 +00 . v . ........:_ , ._..._, ",__ ... . 14 FF =455.50 26' PRIVATE ACCESS FF- 455:47 AND PUBLIC 1 UTILITY ESM'T. N I I PROPOSED WATER) 6 "0 S.S. 0 2.00- _ BEGIN ALLEY IMPROVEMENTS MIN. (TYP,) STA. 5 +26.50, AT CL I I JOINT UTILITY 17 TRENCH (TYP) FF= 452:70 n END ALLEY -. 10' PRIVATE JOINT STA.= 6 +67., UTILITY ESMT. OYP ) ACCESS EASEMENT (PRIVATE ACCESS EASEMENT) RIM= 650.5 450.52' IE IN -"A^ 40 8 "0 S 440.x6' I 440.75' IP NIT- z:ah cv R "a w 440.66' Fdd*,V iMs, WA ii www "moiVi6aom �NFnaimNnnG I ;� M �"�1 I S= 0.0302 t ® q 16 FF=454.70 452.77' 445.50'6" SE 445.19'8" N 445.49'6" S 445.50'6" W N0.: REVISION - IMISTIN OF LENGTH OF SERUCE INVERT SERVICE PROM IMMIRT 8MVICE FROiM INV$RT DOMRNSTROWI ELEVATION AT SSIWAIN TO ELVAMM" &S.C.O. TO ELEVATION AT STRUCTURAL. LOT S.S.M.H. S.S. Am* $.&C.0. AT.SS.C.O. STUB S.S. SAM PA1I11 ELSMIION'.. 14 2 - 445.49. 14 447.69 10 448;89 452.$ 15 2 445.49 59 4+89.50 10 449.00 453.0. 16 1 2 '- .445A9 21 447.04 10 44$:20 - 2.2 _.. 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SEWER STUBS TO THE PROPERTY LINE SHALL BE 6 -INCH O 2R SLOPE FROM MAIN TO RIGHT -OF -WAY THEN UP TO SEWER STUB ELEVATION UNLESS OTHERWISE NOTED. 4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE SET TO FINISH GRADE. MANHOLES LOCATED IN UNIMPROVED AREAS ARE TO BE SET A MINIMUM OF 6' AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST HAVE 2'DIIA. CONCRETE RING POURED AT GRADE. WHERE MANHOLES LOCATED IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 5' BULLgNS. S_NiER PVE. I \gp (qyQ g q rj I fi•%E'Ifl• w 12 z <' ^a5 JMNIOIG PoST FANW TEE W1H N 9:1[:4Lt{):T Z S AZE• =FAN l PITT Nw 1Ni.PQ0 'IM s"" CAST fl°II RpG d CTUt N91W`PfD ARx,IG 11F it MDR. S.o Ta4 MT11C� Evill e%IFwm m ac TGP w NE: SM 5:£l4Y1.0w w.li. six y.:Aey,JD. I'Llu. ma SEPy SS SN. JkM tw. Tm MTYIAT.Mj 4CCCIRTAM 1110[RAIfdS fCR. SEd SUER GC.VIECMYB. TC •JAA LfICS.ME AS ENLQII@. 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PLIR - fleet 56P1b1l 2011 CHECKED FOR COMPLIANCE TO CITY STANDARDS LaRosa SANITARY SEWER PLAN AND PROFILE C.Q- S- '3'7 -1 q 0(. a 3 �m N3 mz I � 8 O m N�o CDC ` m R G Z eg� z G) � c � N 3 NZ m $ m J A ma 1 'c N o�D a fillN N 8 O H G z�N GGGGCGCG �� Z L V TS CF P >= ZON- -T FFI DINE. MA FI71A1 Foie /i -- ` EE NOTE 11 N,1 R PI' i / O.Dr or PIPE FOl \ iATIO\ 3 =]2INS For SANI A2° S =W?r ?IFE NOTES 1. F 0',: U[ITCRM SUPPORT 1,11011 3AI2M. 7 1 ANr TANF 111,11-7 IJA..qcirS. 3. COU'ACT BEOCI\G�VAMR AL T8 St% `IAN, _aST° EXCEP- D RECT_Y Chi °P -. AANJ IANI`:AJ Y. •. P K NSTALLAn S -AU- BE PER FED ON 7 Ob OF ' E S-WA'o SPEC-CARONS. 3 F zM- NA`TN TJIA I ?_ °mAIY iAC.['T MR 17AVS' 0.5 SI` C:1 IT S 111 A..(:f ::A11S "'ST r.111% :3 ill SIANDAIG) SP III CA C.NS 1E'P A CIA', 1. E. FPE N.ST. E3 A<CAOREC N SJC4 A NANNE2 AS -C zc SORE F_0. 1'HF is MA \TA1V 1. �. IIR N:: 1 °111111 "SIIA I I PI t S CIIC:N 7 -M14 01 It � aND .i)srr::- Gdn:ivs. DFT'ARril OCTORFR 3012 n SCALE: "-2W HORIL 1"-W VER17. 20. 10 0 2D 40 NOTES: 1, EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION ON THIS SHEET. 3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL THIS SHEET. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6 -INCH O 2R SLOPE FROM MAIN TO RIGHT -OF -WAY THEN UP TO SEWER STUB ELEVATION UNLESS OTHERWISE NOTED. 4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE SET TO FINISH GRADE. MANHOLES LOCATED IN UNIMPROVED AREAS ARE TO BE SET A MINIMUM OF 6' AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST HAVE 2'DIIA. CONCRETE RING POURED AT GRADE. WHERE MANHOLES LOCATED IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 5' BULLgNS. S_NiER PVE. 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UNLESS OT 11CO SFfNriI RQl* AN; SIDE S 3-5' 1Mt HAVE A MNT 1,E 21 COl¢At: AT VVAT N, W 1 3 5' LOMEN- liAN THE LOWEST NmiSE ELNA'fION,;NRICiF1pi S LON11111. u", 5 ,. ,., NHS ,.� „w. CITY OF °5i'2 "` M RENTON I 0�� bATUM iw , �� Planning/Building/Public Works Dept. BY DATE APPR m: ' em. PLIR - fleet 56P1b1l 2011 CHECKED FOR COMPLIANCE TO CITY STANDARDS LaRosa SANITARY SEWER PLAN AND PROFILE C.Q- S- '3'7 -1 q 0(. a 3 �m N3 mz I � 8 O m N�o CDC ` m R G Z eg� z G) � c � N 3 NZ m $ m J A ma 1 'c N o�D a fillN N 8 O H G z�N GGGGCGCG �� Z I � 8 O m N�o CDC ` m R G Z eg� z G) � c � N 3 NZ m $ m J A ma 1 'c N o�D a fillN N 8 O H G z�N GGGGCGCG �� Z J A ma 1 'c N o�D a fillN N 8 O H G z�N GGGGCGCG �� Z 8 O H G z�N GGGGCGCG �� Z IE 18' ADS N= 415.58 IE 12' ADS NE 415.60 IE 18' ADS SE = 415.90 RIM NOT SET IE 12" ADS N = 420.19 IE 18" ADS E = 420.15 IE 18" ADS W = 420.17 TOP OF WEIR = 421.02 TOP OF WEIR NOTCH = 419.92 BOTTOM OF STRUCTURE = 418.70 I, ZAN�E NA� CERTIFY THAT THE AS -BUILT POND VOLUME OF 40,262 CUBIC FEET EXCEEDS THE REQUIRED DETENTION VOLUME OF 36,936 CUBIC FEET. ZANE NALL, PLS STAGE STORAGE TABLE ELEV AREA (Sq. ft.) DEPTH (ft) AVG END INC. VOL. (cu. ft.) AVG END TOTAL VOL. (cu. ft.) CONIC INC. VOL. (cu. ft.) CONIC TOTAL VOL. (cu. ft.) 420.510 3,764 N/A N/A 0.00 N/A 0.00 422.000 5,145 1.490 6637.20 6637.20 6610.45 6610.45 424.000 7,184 2.000 12329.18 18966.38 12272.59 18883.04 426.000 1 9,465 2.000 16649.38 35615.76 16597.04 35480.08 426.490 10,056 0.490 4782.70 40398.46 4781.97 40262.05 REV# DESCRIPTION OF REVISION �2 113 {4 715 #6 #7 DATE BY IUY = 425.01 RIM NOT SET BOTTOM OF STRUCTURE = 417.42 IE 12" ADS SW = UNKNOWN (NO ACCESS) IE 12" ADS S = 419.97 TOP OF BEEHIVE = 428.58 IE 18" ADS N = 420.50 IE 18" ADS E = 420.02 xA28ti $\ x^'� 4� x6,0 - . x 434 N p A43 ix x"1a. • ��q3°- '- -430 - -- pH+9°- i 1 -- -- - 1 - --.._ 'A24"- ,..... _.424 xA Ay x 420.51 O p x _ TRASH ACK R 420 -"'1E S- ADS -4205 / !'• x .,,4 , x� I [ .4109 `` �� ^--• -"_-- /� Rp 99 �'i i 8 xA1oe �{ POND VOLUME = 1,630 C.Y. x h19�i. 1 p199 x19 'xkx4 r i IE za' ADS = 420.47 1 1 � i 1 �o -XNO. S, xA,S1;L x IE 24" ADS N = 424.01 IE 18' ADS SE = 424.56 IE 12" ADS SW = 424.96 POND AS -BUILT for LaRosa 5- 312910 CONNER HOMES GRAPHIC 1 5 1 10 1 SANITARY SEWER AND STORM DRAINAGE FACILITIES HAVE BEEN ASBUILT THROUGH FIELD MEASUREMENTS OF THE LOCATION OF THE ACCESS STRUCTURES, THE TOP ELEVATION OF THE STRUCTURES AND THE INVERT ELEVATIONS OF ANY PIPES ENTERING OR LEAVING THE STRUCTURES. IT IS STANDARD PRACTICE TO SHOW THE PIPES CONNECTING THE STRUCTURES AS STRAIGHT LINES. THIS IS ONLY AN ASSUMPTION AND THE ACTUAL LOCATION OF THE PIPING MUST BE VERIFIED IN THE FIELD - WE ACCEPT NO FURTHER RESPONSIBILITY BEYOND THE EXTENT OF THESE ASBUILT MEASUREMENTS. SW 1/4, NW 1 /4,SEC. 29, TWP. 23N., RGE. SE.,W.M. MY OF RENTON, KING COUNTY, WASHINGTON 3�2 w .axismap.e UT 8 N Z t JOB N0. DATE Ax 14 -085 01/22/15 DRAWN BY CHECK BY Surtsey &Mapping 15241 NE 901I-I ST DMB ZLN REDMOND, WA 98052 m TEL. 425.823 -5700 SCALE SHEEC FAX425.823 -6700 1 " =10' 1 OF 1 3�2 UT 8 N Z t p r C �a 2 ��o ID z D m m n Z s; 8 N Tv p r O m ��o GaG gay D gay GGG � Z ¢n" In _ C a 3 a z m Z_ m G l °n N Tv p r 1 o j GaG gay n N G � N I ; � O GaG gay G m9_