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HomeMy WebLinkAboutzS-3393Set12 SK SHORT PLAT F_ p I U I- �I CD , a° o " GRAPHIC SCALE A PORTION OF THE NE l4 OF THE SE Y4 OF SEC. 5, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 1 h 20 fL 1 PRIVATE JOINT ACCESS DRIVE PROFILE VIEW VP700THOUNG 48.0 SCALE: HORIZONTAL 1 '- 20' 7 IJD LOCKING LID - - - - VERTICAL 1 4' - - - - .. - -- _.- - - -- E. 0+83.81, 7.00' RT - -- - g W 7- l = ±297.25 m N rn LOW POINT ELEV = 295.00 ' a- 288.31 8'%%c IN (S) o I w LOW POINT STA = 1 +47.29 cr) !1 _ 288.21 S'�Tc OUT (NW) n II �; '- PE STA = 1 +48.59 W ,5> PVI ELEV = 294.60 W O w -- - � W w <,�.r o < A.D. = 10.85 � _ _ w w 304 0 ° - -_- NN -o� 304 0-' m � -z K =2.77 0 ^o iN° vmio oz+o +wa 30' VC Nom° °" +° u'SNNT%Tw pli . ° PROPOSED SAKTARY i ° a a En (/7 TO BE COIECTED TO n w rn+ rn+ EOSBC 8'0 STUB w I � � � '. '� � 254% �EXSL GRADE & CL � R TO VERIFY LOCATION w w PROPOSED PS�SS owV OF EXISTING STUB BY FINISH GRADE O CL OF PRIOR TO CONSIRUC110N PROPOSED ASSESS DRIVE ---- a 296 296 A PROP- WATER s SERVICE n M - -- - -� - V 4 LF n P ON BOTH Isles 0 - _ y __ 4 L 30 J PVC SOR35 ASTM D3034I 0 c E yvFC C CS=.. ° Z 4 :. _... 286 - - -- - - - -- - 12S -LE 8'0 SS M 030% - - - - 288 c m w I :. ".1 - - - - -a - - SSMH . 11PE 148"0 CBp. TYPE ( - - - - -- r 3 cc o � 9! LF 6'0 0 35.0% a ~1 SSC01 8'0 Q c _ STA: 0+8381 7.00• RT S 1+ EGA r2� STA: 2 +1463 6.32' R % - RIM= ±29725 W %SOl1D LID P11 29500 - - - ---- RIM= 298.55 T a ' m IE 288 37 8.0 IN S ) - - -- IE= 269 60 6 4 IN S () () ;EXISTING GRADE ELEV. IE= 288.21 8'0 OUT (NW) 202­0 =1 6"0 P 4r" OJ5 (S) j IE= 289.60 8 0j OUT (N) 0 CL OF ASSESS DRNE PROPOSED FINISHED GRADE 4 V 27 if G0 PVC ®20x 280 FOR LOTS 1. 2. - - - -'I - -- -4 ELEV. ®CL OF ASSESS DRIVE 'n o PROP SS SERVICE NES 280 SS LOT � STA: 1 +00.00, 27.00° !T - f ;� INTERSECTION = 289.85 ? TEE Qo SFA 1+01101, 0.00' RT LE =28937 Ot 40 0+80 1 +20 N 1 +60 2+ 00 2+40 - - - -�I � �\ � � m TEE INIQRSCnON - - (; 41 LF 6'0 PVC ® 2.0% STA 1 +15.31 0.00' RT \ LE = 289.46 > V o \ SSCO 6'0 i4 LIP PVC ®20.0% STA: 1 +27.41, 41.00° LT - H, 2' 0'" o zs RIM= 299.04 / �I IE= 290.40 r VERTICAL DATUM: STA 1 +15.31 9A0° RT CITY OF RENTON, NAVD 1988 I.E. = 292.34 BENCHMARK: s- Q51- _. - ® 22 LF 6'0 PVC 0 15.0% ~ Pa Ea iGHi ELEVATION PER CITY OF RENTON ' \_ w 3 $ TEE B11ERSECiKIN i i I % F� tz '' i Luc CITY ELEVATION 0101..368MMETERS 369; s @ STA 1 +27.41. OAO' RT g LE = 2MSB (332.52') STA: 1 +4828, 47.94' LT ' o_ sscoll. fro 1. E - 233.70 < STA 1 +29.41, 0.011 RT RIM= 298.55 GARAGE I, �I� - 4, .� 'C la. SCE F €= 289.60 FF= 301.0 c EAho s of w A- 1 Q - ] -- . -�- A L E EASE ROAN ..ROh WORKS. :NC. SH L - � Al. } 9d EQUAL C'Ef to OUT SHALL BE A WATER TIGHT ASSEMBLY, cl GARAGE GARAGE I 1G�/ N JN MFROV AEE S 0 R A 1 0 CK. 2 SOUARE P COhCR T' ',LASS 000 FAD ARCOND THE RING \0 COVER = 9 LF 6'4 PVC 35.0% FF= 299.5 FF= 300'0 ! r IN A H - i +`OACt AYS ES TOR ARCJND 1L-_ AhOJ" RING AND ® - - f 2 \\ CCU 2 h5 REDARE D STANDARD DETAIL :DRAWING 6236. l Y � " \� NOTE: A L k � /� 7, v /FE VA AS EC _ CLEAN OUT DETAIL I , LOT 4' LOT 3 LOT 2 ! y B- ENGINEER NOT TO SCALE HOUR HOUSE HOUSE STATIONING OF THE SANITARY SEWER CLEANOUTS ®� ffi SEA: 1 +38.77, 0.00' RT O LE = 2DZ75 FF= 303.5 FF= 302.5 FF= 303.5 AND SERENE LINES IN THE PLAN NEW ARE TAKEN FROM THE NEAREST DOWNSTREAM MANHOLE j Associ Ps, PLLC K SEA -EO t CLYL EIIOiEERNO Fc PRQECT YANAOB®{T �- n BkVC b1ANN_R AS VAIN SF .ER JOIN TS. 0 Toy scrum 91H ­1T Bur (253) 272 -BAST ` Z a /. / ___ - . - y. TAW N WA 98 {0.5 F bSSilldd0119LtOT t ®�+ CITY OF RENTON A CALL 48 HOURS DEPARTMENT OF PUBLIC WORKS BEFORE YOU DIG SK SHORT PLAT CHECKED FOR COMPLIANCE 1 -800- 424 -5555 SANITARY SEWER SITE PLAN TO CITY STANDARDS SERVICE PLAN Date DESIGNED: MJC DATE: 07/03107 FILE NAME: 06078 -C7 SCALE: 1"= 20' Date DRAWN: SOP /AJS o CHECKED: BAS SCALE: 1" , 20' FIELD B0­ PAGE Z Date NO. REVISION BY APPR. DATE APPROVED: SHEET: 0-7 OF: 11 CD, - 33R3o1 vi% L'�:­L U) L.LJ W V) V) SK SHORT PLAT A PORTION OF THE NE 1/40F THE SE Y40F SEC. 5, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 2, W�I_E AN[ S—VC L CV f 7 4 F AN t' bR iiRAP­C_- E --L- '-Tr - "D FA _N= 0 I TH E _7 th- I I z I I 1 0 1 I I — 0 C) - 0 E- REED so— PAGE Z .2 mo E- 0 L) 124 BY APPR. DATE rn 'E SHEET: C-7A OF: 11 yt a. E SIT WSCRWHUM & Alk A [Assocww&puc z 0 3E cn En l3i 68 IV `s F- (253)277 -"95 TACpIA.. VERTICAL DATUM: ITT CITY OF RENTON CITY OF RENTON, NAVD 1988 0 CALL 48 HOURS k DEPARTMENT OF PUBLIC WORKS P BEFORE YOU DIG SK SHORT PLAT 0- OL < CHECKED FOR COMPLIANCE ti 0 SK SHORT PLAT A PORTION OF THE NE 1/40F THE SE Y40F SEC. 5, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 27 ','I\ 1--A wz% vk.N t I, __Yltt!CAL SE- SEWER _LFVATCN ­­FF7 STANDARD SIDE SEWER n-ETALLATION (SEWER MAIM TO PROPERTY LINE) ADOPTED SMO­D PUNS 1ST Or— �JC,4 DWG. 'IAME: E3078 SP PAGE: 3076 --------------- 24 '* 24" CO.VM. QS_ CONCRE7 BLOCK PO RED ARC QUID CONNECICIA TO MAIN L 6. X "!Ajpj MOTE: DO NOT USE 'Aq-, JOU7 7� APPROVAL OF THE WASTEWATER ilsz -O'Eq P=� UTILITY SIDE SEWER RISER CONNECTION TO SEWER MAIK ADOPTED y. y —P a SIP PA�_ 3;81 4' BIND As REEL REV N_ .CBE AU SO' TIRIS, S' A.L 81 TIBAN 45 BEID) "'t" 2" 4' CLE NOU7 � WTI ACC CF 'CE w Dw--,TQ. ER BEND AND PLUC. WLL R -^URE A SIRFA.E C13T _0 45 EE._� Siam *T LE— PCJSE BB�S'. .'B'_ if uL IL SElOr PIPE, SEE NDES 2 MD TES MJ`JlMlRJ �.E 92E_F Ol­mIER TRAM PLID IA -1 11 S.'D, '_Ly is III T III CA RCtF LINE. tM 7 LIE (—CA-) MAN SEW' L" n� TYPICAL T ! ATI N PLAY I BUILDING S WER INSTA iF -,�E ITL,ILD,%G SE%CR SE—S ANY F:XFJIE 111115 LE'rL RI. MS LOCATED BELCiV TH - ELE—ON OF NFXT IPSTIREAM CGITR OF THE PUBLO _WER A EACKFL0W_-'sT'oN 06 'CE suci- b AS EIN _lE,' EVE CABLE RACKNATT A-IlCwC EcklA, Si 1 EE IST�LEID' L SOILB lit CAL E!4 CCtFl._ R EWAL TO ITT 1_1P-NI SUR ACE CLEANCI PLAN Sr TEE 'A C JP AND 1W.E. N 0 7 S 1. P. (1/1 .ate nt A i­. Mme za P� "V VIP, I It a NIP-L7 67'. 4" REDUCER 6* COJPLWG TO FT FID 6" PPE - REM I-; Z'.4 I ST LD -0 CAP OR PLUG ON END OR EM3­1 6 SEIVEiR SPE. AID INSTALL BIJILDfNG SEWER OCUPI-NGs REGUCER. TEES. AND TENOS AS REQ'JRCD. Y LINE 1 SEE SIDE SEWER CfTA:L DVS 39. SP PAGE 078 IF�.EYlA10 PROPERTY LINE r 6" SIDE OUTLET 7,E O SEE NOTE 6 SEWER MXN PLAN U,u NSTALLITON CALL FOR LOCATIONS. BEFORE YOU DIG 18HR LOCATORS 1-800-424-5555 " = _P' A TYPICAL BUILDING SEVER SIDE SEWER (PROPERTY LINE) I A, TO BUILDING CONNECTION INSTALLATION PLAN ADOPT: CITY E)' STANDARD PLW3 IST DATE: 04/04 03 OS it I'll, BY APPR', DWG, NAME: B082 SID PAGE 8082 i 2, W�I_E AN[ S—VC L CV f 7 4 F AN t' bR iiRAP­C_- E --L- '-Tr - "D FA _N= 0 I TH E _7 th- I I z I I 1 0 1 27 ','I\ 1--A wz% vk.N t I, __Yltt!CAL SE- SEWER _LFVATCN ­­FF7 STANDARD SIDE SEWER n-ETALLATION (SEWER MAIM TO PROPERTY LINE) ADOPTED SMO­D PUNS 1ST Or— �JC,4 DWG. 'IAME: E3078 SP PAGE: 3076 --------------- 24 '* 24" CO.VM. QS_ CONCRE7 BLOCK PO RED ARC QUID CONNECICIA TO MAIN L 6. X "!Ajpj MOTE: DO NOT USE 'Aq-, JOU7 7� APPROVAL OF THE WASTEWATER ilsz -O'Eq P=� UTILITY SIDE SEWER RISER CONNECTION TO SEWER MAIK ADOPTED y. y —P a SIP PA�_ 3;81 4' BIND As REEL REV N_ .CBE AU SO' TIRIS, S' A.L 81 TIBAN 45 BEID) "'t" 2" 4' CLE NOU7 � WTI ACC CF 'CE w Dw--,TQ. ER BEND AND PLUC. WLL R -^URE A SIRFA.E C13T _0 45 EE._� Siam *T LE— PCJSE BB�S'. .'B'_ if uL IL SElOr PIPE, SEE NDES 2 MD TES MJ`JlMlRJ �.E 92E_F Ol­mIER TRAM PLID IA -1 11 S.'D, '_Ly is III T III CA RCtF LINE. tM 7 LIE (—CA-) MAN SEW' L" n� TYPICAL T ! ATI N PLAY I BUILDING S WER INSTA iF -,�E ITL,ILD,%G SE%CR SE—S ANY F:XFJIE 111115 LE'rL RI. MS LOCATED BELCiV TH - ELE—ON OF NFXT IPSTIREAM CGITR OF THE PUBLO _WER A EACKFL0W_-'sT'oN 06 'CE suci- b AS EIN _lE,' EVE CABLE RACKNATT A-IlCwC EcklA, Si 1 EE IST�LEID' L SOILB lit CAL E!4 CCtFl._ R EWAL TO ITT 1_1P-NI SUR ACE CLEANCI PLAN Sr TEE 'A C JP AND 1W.E. N 0 7 S 1. P. (1/1 .ate nt A i­. Mme za P� "V VIP, I It a NIP-L7 67'. 4" REDUCER 6* COJPLWG TO FT FID 6" PPE - REM I-; Z'.4 I ST LD -0 CAP OR PLUG ON END OR EM3­1 6 SEIVEiR SPE. AID INSTALL BIJILDfNG SEWER OCUPI-NGs REGUCER. TEES. AND TENOS AS REQ'JRCD. Y LINE 1 SEE SIDE SEWER CfTA:L DVS 39. SP PAGE 078 IF�.EYlA10 PROPERTY LINE r 6" SIDE OUTLET 7,E O SEE NOTE 6 SEWER MXN PLAN U,u NSTALLITON CALL FOR LOCATIONS. BEFORE YOU DIG 18HR LOCATORS 1-800-424-5555 " = _P' A TYPICAL BUILDING SEVER SIDE SEWER (PROPERTY LINE) I A, TO BUILDING CONNECTION INSTALLATION PLAN ADOPT: CITY E)' STANDARD PLW3 IST DATE: 04/04 03 OS it I'll, BY APPR', DWG, NAME: B082 SID PAGE 8082 i I I z I I 1 0 1 I I — CHECKED BAS . . . j AS SHOWN REED so— PAGE 0 z BY 27 ','I\ 1--A wz% vk.N t I, __Yltt!CAL SE- SEWER _LFVATCN ­­FF7 STANDARD SIDE SEWER n-ETALLATION (SEWER MAIM TO PROPERTY LINE) ADOPTED SMO­D PUNS 1ST Or— �JC,4 DWG. 'IAME: E3078 SP PAGE: 3076 --------------- 24 '* 24" CO.VM. QS_ CONCRE7 BLOCK PO RED ARC QUID CONNECICIA TO MAIN L 6. X "!Ajpj MOTE: DO NOT USE 'Aq-, JOU7 7� APPROVAL OF THE WASTEWATER ilsz -O'Eq P=� UTILITY SIDE SEWER RISER CONNECTION TO SEWER MAIK ADOPTED y. y —P a SIP PA�_ 3;81 4' BIND As REEL REV N_ .CBE AU SO' TIRIS, S' A.L 81 TIBAN 45 BEID) "'t" 2" 4' CLE NOU7 � WTI ACC CF 'CE w Dw--,TQ. ER BEND AND PLUC. WLL R -^URE A SIRFA.E C13T _0 45 EE._� Siam *T LE— PCJSE BB�S'. .'B'_ if uL IL SElOr PIPE, SEE NDES 2 MD TES MJ`JlMlRJ �.E 92E_F Ol­mIER TRAM PLID IA -1 11 S.'D, '_Ly is III T III CA RCtF LINE. tM 7 LIE (—CA-) MAN SEW' L" n� TYPICAL T ! ATI N PLAY I BUILDING S WER INSTA iF -,�E ITL,ILD,%G SE%CR SE—S ANY F:XFJIE 111115 LE'rL RI. MS LOCATED BELCiV TH - ELE—ON OF NFXT IPSTIREAM CGITR OF THE PUBLO _WER A EACKFL0W_-'sT'oN 06 'CE suci- b AS EIN _lE,' EVE CABLE RACKNATT A-IlCwC EcklA, Si 1 EE IST�LEID' L SOILB lit CAL E!4 CCtFl._ R EWAL TO ITT 1_1P-NI SUR ACE CLEANCI PLAN Sr TEE 'A C JP AND 1W.E. N 0 7 S 1. P. (1/1 .ate nt A i­. Mme za P� "V VIP, I It a NIP-L7 67'. 4" REDUCER 6* COJPLWG TO FT FID 6" PPE - REM I-; Z'.4 I ST LD -0 CAP OR PLUG ON END OR EM3­1 6 SEIVEiR SPE. AID INSTALL BIJILDfNG SEWER OCUPI-NGs REGUCER. TEES. AND TENOS AS REQ'JRCD. Y LINE 1 SEE SIDE SEWER CfTA:L DVS 39. SP PAGE 078 IF�.EYlA10 PROPERTY LINE r 6" SIDE OUTLET 7,E O SEE NOTE 6 SEWER MXN PLAN U,u NSTALLITON CALL FOR LOCATIONS. BEFORE YOU DIG 18HR LOCATORS 1-800-424-5555 " = _P' A TYPICAL BUILDING SEVER SIDE SEWER (PROPERTY LINE) I A, TO BUILDING CONNECTION INSTALLATION PLAN ADOPT: CITY E)' STANDARD PLW3 IST DATE: 04/04 03 OS it I'll, BY APPR', DWG, NAME: B082 SID PAGE 8082 i Date I I — CHECKED BAS . . . j AS SHOWN REED so— PAGE dJ REVISION BY APPR. DATE 322231 SHEET: C-7A OF: 11 TONAL At.07 MIEM 09/211/08 SIT WSCRWHUM & Alk A [Assocww&puc CNL � .CT Ememff B. (20) 272 -1157 F- (253)277 -"95 TACpIA.. VERTICAL DATUM: CITY OF RENTON CITY OF RENTON, NAVD 1988 CALL 48 HOURS k DEPARTMENT OF PUBLIC WORKS BEFORE YOU DIG SK SHORT PLAT BENCHMARK: CHECKED FOR COMPLIANCE 1-800-424-5555 SANITARY SEWER ELEVATION PER CITY OF RENTON TO CITY STANDARDS NOTES AND DETAILS SURVEY CONTROL MONUMENT NO. 369; DESIGNED: mic I CITY ELEVATION 101.368 METERS Date DATE: 07/03/07 FILE NAME: 06078 -C] j (332 . 52) Date DRAWN: SOIP/AIS Date I I — CHECKED BAS . . . j AS SHOWN REED so— PAGE NO. REVISION BY APPR. DATE APPROVED: SHEET: C-7A OF: 11 jmoFi 7 7 o Z m 0 lu 6 U) Lu x GRAPHIC SCALE PROPOSED SANITARY SEWER TO BE CONNECTED TO EXISTING 8"0 STUB. Av', '-",SMH #11, 48,10 RIM= 297.5, W/SOLID LID 28, 8. 14 B" % %c IN (SE) 11E 288.14 CO IN (SW) iE= ?a8.03 8"%%c OUT (N) IN FEET 1 inch = 20 ft. 0 Co V) 7- STA: 1+48.28, 47.94' LT 0- Di (A 1a �a 0 0 z CD Z C-0 C) ry 0 m ;j O GARAGE (J� b- STA = 1+48.5) Cf) FF= 3000..0 0 (J� n I 0 PVI n LLJ n Ld Lo V ) GRAPHIC SCALE PROPOSED SANITARY SEWER TO BE CONNECTED TO EXISTING 8"0 STUB. Av', '-",SMH #11, 48,10 RIM= 297.5, W/SOLID LID 28, 8. 14 B" % %c IN (SE) 11E 288.14 CO IN (SW) iE= ?a8.03 8"%%c OUT (N) IN FEET 1 inch = 20 ft. ry Co V) 7- STA: 1+48.28, 47.94' LT 0- Di LiJ 1a C/-) n v! ry 0 w LLJ GARAGE b- STA = 1+48.5) Cf) FF= 3000..0 0 C-D ry 0 PVI z LLJ LLJ im 9= 1,4- CN w Ld Lo V ) ><I LLJ L07_ 2 V ) HOUSE GRAPHIC SCALE PROPOSED SANITARY SEWER TO BE CONNECTED TO EXISTING 8"0 STUB. Av', '-",SMH #11, 48,10 RIM= 297.5, W/SOLID LID 28, 8. 14 B" % %c IN (SE) 11E 288.14 CO IN (SW) iE= ?a8.03 8"%%c OUT (N) IN FEET 1 inch = 20 ft. Co V) 7- STA: 1+48.28, 47.94' LT I.E. 293.70 Di 1a v! Do- w GARAGE P STA = 1+48.5) J> FF= 3000..0 0 C-D L ou�� J, C 0 PVI z LLJ im 9= 1,4- CN w Ld Lo Of < w CD ><I LLJ L07_ 2 HOUSE R� N11, STATIONING OF THE SANITARY SEWER CLEANOUTS FF= 303.5 WJ i� F= AND SERVICE LINES IN THE PLAN VIEW ARE TAKEN O r.") w oq m 2.77 od C:) Q Cn +- C� c) C:) 1_: Lo -) V M LLJ V) LLI LLJ >- 30' VC - V) Cn El- C'� u- LL- C) C�) C) + + C,4 m C14 -14 + � 00 CD j- C�, C) C) Q L0 C14 C14 LLJ L'i V) 11 00 C> -< -< cr- "i P,-) Lo to LE "I LAJ jg� __j - - - - __j V) U- (f) m(f) m m m C" + CNI Cf) V) 10- w P L . u En S� m m cli 6i sa �a w uj 2.54% n_ 10 o FINISH GRA I I 0 PROP SED O L ---- P !;o PROP 4 11 T R SEk P. WAIE "Vl' m LI N! OT ES, LOTS 2, 3r r 1 ASBUILTS _,____.__48LF, 01 ON B01 I'll 36" y - I-01 7777777777� p�fe ----------- osso _LF_fl SDR35 D30-54 Co 9 I -TRENtl-t I OPPOSITE LF 6"0 @ 35.0%.� SSMH _YPE 1 48"0 C#1 TY)E 13 1 SSCO#11, 8"0 STA: 1+�7.K Q0 STA: 2+14.63, 3.32' RT STA: 0+8181, 7.00' RT 0.00 RT Z77, �z 1.3 RIM= -ilt E= 208.5 z07 M.131E= 18"0 w&, W/SOLID L - 8"0 IN (S) OUT (NW) RIM= --194 *q*. ER- 0 uu 444,0 PERF OU F (S) v -ilE= RIM= IE= 289.60 6"0 289.60 8"0 IN (S) OUT OUT (N) PROP. SS SERA CE LINES FOR LOTS 1, 2, & 4. Ln Co C> 00 C) Ln NO . U-) r__ `d_ d(lo 0 Fo mo "4: C 4 CN CN Ln 00 N Ln 0-) 0-A L6 ­tl- 'i zl- 6 4 OD (n CN M M <:7) CN 0') (m Q0 C14 Cq > C14 Ld ry C\2 0 Q) C5 z GRAPHIC SCALE PROPOSED SANITARY SEWER TO BE CONNECTED TO EXISTING 8"0 STUB. Av', '-",SMH #11, 48,10 RIM= 297.5, W/SOLID LID 28, 8. 14 B" % %c IN (SE) 11E 288.14 CO IN (SW) iE= ?a8.03 8"%%c OUT (N) IN FEET 1 inch = 20 ft. 27 LF 6"0 PVC 0 2.0% 9526400060 a '� TEE INTERSECTION STA: 1+00.00, 0.00' RT I.E. = 289.31 TEE INTERSECTION STA: 1+15.30, 0.00' RT I.E. = 289.46 14 LF 6"0 PVC 0 20.0% STA: 1+15.30, 9.00' RT I.E. = 292.34 STA: 1+27.41, 0.00' RT I.E. = 289.58 ssCO#l, 8-0 STA: 1+29.41, 0.00' RT RIM= 298.66 Tife-0 IE= 289.60 9 LF 6nO PVC 0 35.0%. 980 STA: 1+38.77, 0.00' RT I.E. = 292.75 GARAGE FF= '301.0 arced C Lo 4 HOUSE FF= 303.5 ry GARAGE FF= 299.5 CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING STUB BY POTHOLING PRIOR TO CONSTRUCTION 4 9526400040 5 Parcel A 4- DAR 12' CHERRY CE ss 10T J HOUSE FF= 302.5 LOT g882200080 SITE PLAN SCALE: 1 20' 001- NAM 0 Z_ J 0 1, � 0 6 STA: 1+00.00, 27.00' LT I.E. = 289.85 41 LF 6"0 PVC 0 2.0% J SSCO#2, 6"0 STA: 1+27.41, 41.00' LT RIM= 299.04k - 22 LF VO PVC @ 15.0% 304 296 V . 8" E_ - 3 , ..s r0 DI Fvc-l'. C 80 PVC, @ 040% 'UH, A 1 E 9 8 8. P I'= - 25 PER L i 288 LA") 1, �'bmri -11-d l-'T , - , -1- 7 'u- � 5 8, 23 � 9 4' R A. 0 T lkii= 297.5, kivi/SOUD Ll D 14 8"0 IN (SE) !E= `�88.1 F= 98814- 6 0 !N 3`0 OUT (N) 280 F_ 0-) Co 7- STA: 1+48.28, 47.94' LT I.E. 293.70 Di 01) GARAGE P STA = 1+48.5) J> FF= 3000..0 0 C-D L ou�� J, C 0 PVI ELEV = 294.61) 1 A.D. = 10.85 LLJ im 9= 1,4- CN w Ld Lo Of < w CD ><I LLJ L07_ 2 HOUSE R� N11, STATIONING OF THE SANITARY SEWER CLEANOUTS FF= 303.5 WJ i� F= AND SERVICE LINES IN THE PLAN VIEW ARE TAKEN O r.") w oq m 2.77 od C:) Q Cn +- C� c) C:) 1_: Lo -) V M LLJ V) LLI LLJ >- 30' VC - V) Cn El- C'� u- LL- C) C�) C) + + C,4 m C14 -14 + � 00 CD j- C�, C) C) + L0 C14 C14 LLJ L'i V) 11 00 C> -< -< cr- "i P,-) Lo to LE "I LAJ jg� __j - - - - __j V) U- (f) m(f) m m m C" + CNI Cf) V) 10- w P 27 LF 6"0 PVC 0 2.0% 9526400060 a '� TEE INTERSECTION STA: 1+00.00, 0.00' RT I.E. = 289.31 TEE INTERSECTION STA: 1+15.30, 0.00' RT I.E. = 289.46 14 LF 6"0 PVC 0 20.0% STA: 1+15.30, 9.00' RT I.E. = 292.34 STA: 1+27.41, 0.00' RT I.E. = 289.58 ssCO#l, 8-0 STA: 1+29.41, 0.00' RT RIM= 298.66 Tife-0 IE= 289.60 9 LF 6nO PVC 0 35.0%. 980 STA: 1+38.77, 0.00' RT I.E. = 292.75 GARAGE FF= '301.0 arced C Lo 4 HOUSE FF= 303.5 ry GARAGE FF= 299.5 CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING STUB BY POTHOLING PRIOR TO CONSTRUCTION 4 9526400040 5 Parcel A 4- DAR 12' CHERRY CE ss 10T J HOUSE FF= 302.5 LOT g882200080 SITE PLAN SCALE: 1 20' 001- NAM 0 Z_ J 0 1, � 0 6 STA: 1+00.00, 27.00' LT I.E. = 289.85 41 LF 6"0 PVC 0 2.0% J SSCO#2, 6"0 STA: 1+27.41, 41.00' LT RIM= 299.04k - 22 LF VO PVC @ 15.0% 304 296 V . 8" E_ - 3 , ..s r0 DI Fvc-l'. C 80 PVC, @ 040% 'UH, A 1 E 9 8 8. P I'= - 25 PER L i 288 LA") 1, �'bmri -11-d l-'T , - , -1- 7 'u- � 5 8, 23 � 9 4' R A. 0 T lkii= 297.5, kivi/SOUD Ll D 14 8"0 IN (SE) !E= `�88.1 F= 98814- 6 0 !N 3`0 OUT (N) 280 F_ 0-) 688) `4` 0 0 -7 0 1 804-41 001 Zu 8044110009-0 SCALE: HORIZONTAL 1"= 20' VERTICAL 1 4 Co 7- STA: 1+48.28, 47.94' LT I.E. 293.70 Di 01) GARAGE P STA = 1+48.5) J> FF= 3000..0 0 C-D L ou�� J, C ft� Lu L) U -1 :2-1 :z C:) PVI ELEV = 294.61) 1 A.D. = 10.85 LLJ im 9= 1,4- CN w Ld Lo Of < w CD NOTE: L07_ 2 HOUSE R� N11, STATIONING OF THE SANITARY SEWER CLEANOUTS FF= 303.5 WJ i� F= AND SERVICE LINES IN THE PLAN VIEW ARE TAKEN FROM THE NEAREST, DOWNSTREAM MANHOLE. 688) `4` 0 0 -7 0 1 804-41 001 Zu 8044110009-0 SCALE: HORIZONTAL 1"= 20' VERTICAL 1 4 0+40 0+80 1+20 R E C E S -S ED uF-, POCKET 12 Y4' - 3/4 If 2 Y,` 14" CA S T IRON IRINQ 1+60 Y-o" 2+00 2+40 304 EXST. GRADE @ CL OF PROPOSED ASSESS DRIVE )E @ CL OF ASSESS DRIVE 296 4P./ ii SID) ES OF C13#1 300"D, IINFILTRATION TWO 24LF TRENCHES ON SIDES OF CB#1 288 EXISTING GRADE ELEV. CIE OF ASSESS DRIVE PROPOSED FINISHED GRADE ELEV. @ CL OF ASSESS DRIVE T-H TACOMA, WA 98405 bschweNOmsacom Cl TY OF RENTON Co Low LOW OINT ELEV = 2q5.00 POINT STA = 1+47.29 CD Cq >- r�, < " > 00 < Di C4W MW P STA = 1+48.5) >- CN >- C-D uj LLJ __j i __j U.J _<'JA ft� Lu L) U -1 :2-1 :z C:) PVI ELEV = 294.61) 1 A.D. = 10.85 LLJ im 9= 1,4- CN w Ld Lo Of < w CD -K= ------- WJ i� F= wi r.") w oq m 2.77 od C:) Q Cn +- C� c) C:) 1_: Lo -) V M LLJ V) LLI LLJ >- 30' VC - C'� u- LL- C) C�) C) + + C,4 m C14 -14 + j- C�, C) C) + L0 C14 C14 LLJ L'i V) 11 LLJ C> -< -< cr- "i P,-) Lo to LE "I LAJ jg� __j __j V) U- (f) m(f) m m m C" + CNI Cf) V) 10- w P L . u En S� m m cli 6i sa �a w uj 2.54% n_ 10 FINISH GRA I I 0 PROP SED L ---- P !;o PROP 4 11 T R SEk P. WAIE "Vl' LI N! OT ES, LOTS 2, 3r r 1 ASBUILTS _,____.__48LF, 01 ON B01 I'll 36" - I-01 7777777777� p�fe ----------- osso _LF_fl SDR35 D30-54 -------- 9 I -TRENtl-t I OPPOSITE LF 6"0 @ 35.0%.� SSMH _YPE 1 48"0 C#1 TY)E 13 1 SSCO#11, 8"0 STA: 1+�7.K STA: 2+14.63, 3.32' RT STA: 0+8181, 7.00' RT 0.00 RT Z77, �z 1.3 RIM= -ilt E= 208.5 z07 M.131E= 18"0 w&, W/SOLID L - 8"0 IN (S) OUT (NW) RIM= --194 *q*. ER- 0 uu 444,0 PERF OU F (S) v -ilE= RIM= IE= 289.60 6"0 289.60 8"0 IN (S) OUT OUT (N) PROP. SS SERA CE LINES FOR LOTS 1, 2, & 4. Ln C> 00 C) Ln NO . U-) r__ `d_ d(lo 00 Fo mo "4: C 4 CN CN Ln 00 N Ln 0-) 0-A L6 ­tl- 'i zl- 6 4 OD (n CN M M <:7) CN 0') (m C14 Cq C14 0+40 0+80 1+20 R E C E S -S ED uF-, POCKET 12 Y4' - 3/4 If 2 Y,` 14" CA S T IRON IRINQ 1+60 Y-o" 2+00 2+40 304 EXST. GRADE @ CL OF PROPOSED ASSESS DRIVE )E @ CL OF ASSESS DRIVE 296 4P./ ii SID) ES OF C13#1 300"D, IINFILTRATION TWO 24LF TRENCHES ON SIDES OF CB#1 288 EXISTING GRADE ELEV. CIE OF ASSESS DRIVE PROPOSED FINISHED GRADE ELEV. @ CL OF ASSESS DRIVE T-H TACOMA, WA 98405 bschweNOmsacom Cl TY OF RENTON F � O 0 O O r - n A N O V / STANDARD FLANS LST DATE: D4/04 DWG. NAME: B078 SP PAGE:8078 J o Z w 0 o a- O LLJ Co C 0r I— \ X O Z z C-0 U w 0 w C In.-z V / r=i, U LLJ I <� n V) C10 InII� r - n A N ADOPTED C PY OF RENTON V / STANDARD FLANS LST DATE: D4/04 DWG. NAME: B078 SP PAGE:8078 J o Z w 0 o a- W LLJ LL C In.-z LLJ r <� V) C10 P V / V w Q a rn Ld CL a LI `:J_ I - n A N ADOPTED C PY OF RENTON �. = STANDARD FLANS LST DATE: D4/04 DWG. NAME: B078 SP PAGE:8078 CC w 0 0 Cr: LL 6" S' DE SEWER Ak ", TUI- D.1-N, .- SEi:AErR PROPER TY LINE _I FUTJRE BUILDING SEWER 7 "x 4" STUD SERVICE MARK 'ER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" W II' 3" HIGH BLACK 1 E CTEwR;. AND ,#6 W RZ. WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF : HE STUD, UNLESS OTHERWISE .APPROVED BY THE CITY, MAKE. TAP THROUGH 'CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO -EXISTING MAIN, PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI PIPE SEVER MAINS ARE TO BE CORE DRILLED, VITRIFIED CLAY PIPE SHALL BE OUT AND HAVE A NEW TEE SECTIONED IN, r— 60... A LOWA L` MAX. FOR CAS 7 IRON PIPL OR CJr' TILL JPON P'P'E. / '-_t ETE r w —N'r Nt�N -- ti . 6° SIDE OUTLET TEE. MAIN Y_„ CAIN. CQNCRETE 3I_QQKINQ ANGLE F TrE AT MAIN OKLLR 2 ELEVATION r." I � t `o": \AGE MIN SLOPE 1 I OR17ON TAL SEWER MAIN TYPICAL SIDE SEWER ELE"VATl_ON. lJNLESS OT.-_IEFWVI`S)F ON PLAN, SIDE Si 'vVFR 'SHALL HAVE A I'JI AINviLM 2.5 t:'C':r`I '; Al PROPERTY iJKE OR C -�' LC,Vt +FR -f-AN T'-IE L 4 F­2,'JSE ELEVATION, WHICHFVER IS LOWER. STANDARD SIDE SEWER INSTALL.hTION (SEWER MAIN TO PROPERTY LINE) - n A N ADOPTED C PY OF RENTON �. = STANDARD FLANS LST DATE: D4/04 DWG. NAME: B078 SP PAGE:8078 M s t tt 2 52 4 24"x 24" C"'P ✓'IIv9, Ci._ S. 31_O123K POURED AROUN t"ONNECTiI N Io MAI: i 'ti,,- TF: D0 NOT U S L r11 1 -I0I '�/,R N, APPR' :lVAL OF T• i€ ,'VASTE',t E UIIL ;IY. 7'. R F' BI C'W STF­ F T SR, A-10 E 1, 'I_Uc r ON �'' : BRANCH �;I.A�D.ARD G°' X MAIN SIZE TEE STv'vEP NIAIN N ' :L: —0 RAISE TO CRADE LISE STAN —CARD 6 SEWER PPE SIDE :SED1 E R RISER CONNECTION TO SEWER 4fAiN Y r• ADOPTED CITY Ole RENTON I+ STANDARD PLANS LST DATE: 04/04 I -- DATE P-_V - - P= DYA-7- NAVE: _B -31 SP PAGE:3081 VERTICAL DATUM: CITY OF 1 1 1988 r CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date 4" BEND AS REQUIRED (NO YORE __ ALL SO" TURNS S A L 3E THAN 45' BE+ID) EVERY 2ND 4" CLEANOUT WYE WITH ACCOMPLISHED 3Y MEANS CHANGE IN DIR EC :O_N OR GRAPE 45' BEND AND PLUG: � WILL REQUIRE A SURFACE w w ' _u OF A, W F AND S P`NG. TWO 45 !3 NCS 5-IALL 140T CLEANGUT WY Z� it - BE ACC_DTA3,i Y fC ❑_ tL Q © f� •.1j HOl1SE HOUSE CL HUU: E n HOUSE T�,a1 (._.- - _._.. II — - - -'' a — 4 "' SEWER riPE _ SURFACr !a! `' � ' `t .PiC.AI_) III 4 txr CLcANOUI A" SEWER PIPE SEE N0 CS 2 AND 01yF r4" TEST `EE WI1H MINIZM _'NE S ZE FOR Or, if :? THAN PLUG FACF. UP SING -E Fr1411(_Y 15 6" o , r(, Y r.WITH 'TUT (TYIn CI ). �S. PROPERTY LINE, A, YE WITH PLJ:; I PROPERTY LN'E a t5' MIN. to �`''•, io 6 x 4 REDUCER tin z z ! (TYPICA'-) w MAIN SEWER LINE w w w TYPICAL BUILDING _SE`JVER- .,INSTALLATION PLAN Z IF Tr-E KJILD'NG SEVER. SERVES ANY FIXTURE HAVING FLOOD LEVEL RIMS LOCATED BELOW THE ELEVA7O+N OF $ TFE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC SENDER SYSTEM, A BAC :KFI.O'W PREVEN rION DEVICE SUCI ( o = AS CLEAN CHECK EXTENDABLE BACKWATER VALVE 0, APPROVED EQUAL SHALL BE 1rdSTALLEC. n 4 SOIL PIPc r v —4" CAI ER COUFL NC 1 AL =DER COUPLING Q I ✓. Z OR EOUA° 1'G t -I'P n 'F SURFACE CLEANDUI w - SLl,r AGE - 4" PIPING PLAN 3tJILDINu; DRAIN c r 4 4"x 4' TI Sl IF_t FOR LOW HOUSE v "; FA(;t- JP AND PLUGGED c� 4 NIPPLE 6 11 RlOUCER �J 1 7 L f..• COUPLING iU rI Evr F" i =1,E i Prior to ln talickion of a scnitcry sewer connection, a side: -sewer permit milt o_ i sir'• h RFIvStD4. "x4 S "GD AND CAF ri °i.l.1G purc.huset, from "m City of Renton Public Works Department. � Cf I k,.1- o ON END OR EXISTILJG 6" SEWER PIPE. AND 2. +ype a' pipe c= ti'tings that can be used for sanitary sewer; srai be approved h INISfALL BUILDING SEWER COUPLN+S, oy tire Deport -Went o, ruble Works, Rubber ar nea,crene gne ats as s;eci ed by the io REDUCER, TEES, t1iJD BENDS AS RL.',JRfiI, - nonuPocturer, shall be used on faints, PROPEERTY, UN ` SEE SIDE SEWER OIL AIL Lb;', 8ti39, 3. A minirourn grove of 2% (1/4• per foot) mus' be moinioinod with 4" pipe. In the uJl - :�" - - - -- SP PA *,' 807E event o 2% grade cennot be maintained, the owner must grant u grade release to the t' City " pipe of a ?rode o' 1%. � s PIPING TO S'_0,r Cit and then can install n e- w i :°' BLYONL' PROPERTY LINE G- p1 4. For inspection of side sewer, cull 24 hours in advance. The nspectio� phone Z -- �" S19iE OUTLET TEE �,bi number is on the side sewer permit. Site must be ready or inspectson and 7 a- La J SEE NOTE c SEWER ha &N re, :esenta #ive on site when rrspec.ar naive, ^.t appointed un1e. Side sewer and stub shall be tested per City saeeif'caticna Make the connection- at the house. Do not �_ PLAN bcckfill the ditch ill approval is given by the inspactcr. Fnci approval will be grunied EU(LD ;NG after the existing sn_p:ic tcnk nos heen pumped out and filled wi,e snn, ^.. ` -' . _. _ .i s�t"r'ER 5, Instill side sewer with Z' •r ir.imum cover. 1 &" cover s a :io­!d of the house if NSTALLAT'ON ovUet is shollow. 6. 11 . side sewer stub is not evadable. ?n,, owner :;hall be resporsiD;e for rkg installation. The side sews, s :'m!i be a minimum of 6" n size. If see is r:ot evailahic, unless otherwise approved by the city. mcxe top throu h cost iron saddle secured to C :r"' + S r, f -D; sewer : ^air,. with stainless stile weds when aor.necting new idn sewers tc axis; ling �AL!e F 1�. 1 �t t iiti.N. GE` ORE OU it, a':n, Plain and reinfo•ced cen_rete, Di pipe ^.rid Ci pip m e sewer mc,ns cre to he core 81 "IR OCA IOR S 1-8-3,`1-424-5555 e,-IEed. `Atrlfed Cloy pipe shall be cut and have a new tee sectioned in. All work within street right -of -way shall be done by a lir.. =nsed awe bonded conbact�r. All warn shall be ococmpGSh ¢d in accordance with the Washing ;or Industrial Safety and Health Act. (WMIA', 8. A4 trencI� restoration, for side sewers in [tic pe :vlir, rignb�-af� -way eaa1l conform to TYPICAL BUILDING S1.5�'ER, — the most current trench restoration requirements as showr. an dwg. jjNR - -:e3: SIDE SEWEIR {PROP1t .R ''Y I NE) 9. All building sewer and nick [.ewers stof have becainn in ucca-•_a-,c dmwinq f lr 1 B%1;18C or RR09 ns opDiicoble. TO INSTALLATION CONNECTION 10. -here sho!l be a minim 10 `oct h�rh, ^.ntol stque,olion between sanitary sine INS.t LLy'- TION PL.•. N Zcad wctar services and a minimum b foot horizonlol separation between sanitary side sewers and A other utilifier. •,�� ,-} ADOPTED CITY OF RENTON STANDARD PLa1NS 1 {` v LST DATE: G4/04 03 05 Edit notes Dcv — _DATE I RFViSION BY APPR'E, DWG. NAIMt: 9082 SP PAGE; 130182 CCALL OF RENTON ALL HOUR DEPARTMENT OF PUBLIC WORKS BEFORE YOU D SK SHORT PLAT 1-800-424-5555 SANITARY SEWER NOTES AND DETAILS DESIGNED: MJC DATE: 07/03/07 FILE NAME: 06078 -C7 DRAWN: SOP /AJS CHECKED: BAS AS SHOWN FIELD BOOK: PAGE: NO. REVISION BY APPR. DATE APPROVED: SHEET: C -7A OF: 11 DIRECTOR OF PUBLIC WORKS CD ' -