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FOR CAST /RAN PIPE OR DUC 11LE IRON PIPE. �tAlN 5 cK�G CO 2X MIN SLOPE HORIZONTAL \-16" SIDE OUTLET TEE SEWER MAIN SEWER MA � A CONCRETE BLOCKING ANGLE ;O OF 7FE AT MAIN OVER 25' TYPICAL SIDE SEWER ELEVA 77AN ELEVA T70N NO rE.- IAWL3 S 07HERNNE SVONN GW PLAN, -W ZMER 9YALL HAVE A MINN UV 4' COVER AT PRL IERTY LAVE W J-5- LONER THAN 7HE LONEST / OUW ELEVA77OV,, NOVIOVEb£R /S LONER. on,ERW.W ,wPeortn er nvf, aTr, wAAE TAP 7maav cAsr mv sAaaE srcrIRm m six ,vwv WnV S7NVLrZ sMZz e00s Wiff caVWcnW new .sue .mss m Ensue ,vAIu NMAED GiAY, PYA/N AND REAVfMD GaNOP£7& Q/. H#F AN GL PM°f 5VU A/AAYS ARr 70 m, caw LWKLED SIDESEWERDETAIL-11 NO SCALE s- 32i9o3 RECOMMENDED FOR APPROVAL ar.� DATE Br Dw TF- Br` DA TF.- 1 4711 10 "m Pk" soft 101 "N w o, Wa Migomi 9M7 425.8W.7M77 fox 425A 5JM `.,00ooe DESIGN ENGINEERING PLANNING SURVEYING ,VNrr, Vr",fR n0r5 & oEr, �1 s �t:A E0 AN 2 S 40fr "air /row r �x • • Iry 0. O `' N O >- O ao .,a r, I 1 1.0,411111 0 cr a� -.14 1 1 19 H2O -M` 11-JK dUA — — — — — — _R BURR -ED — — — — — — — — — — — — — — 0 VF C." — — — — — — 6-- 7, AT DT17 u 71 I-- ASSUMED STA170NING Of'—\ HOWIAM A VF (TW.) 10* 00 HOWIAM ..... ... 1W - ; f f f .. ... .. . .. ....... t PRoposm DRI wwA r of - Howr woocf- 91v v ;.. , ; �, SSMH 2 ..... .... .......... .............. .. RIM 457.68 8 /C 448.52 (OUT) !J 6- IE 446.72 (IN) I it SSti1H I ----_ _.�___._ ._._. .rte SIR T A MIN I' CONC. COLLAR AW N88*20'37mw 130.04 6 ALF 45250 to AROUND M11 U) .... ........... .. ... STA. 9*97, 82 T OL I « ---- ____.� _ -, ` n o I _ _... . 10 RIM 455.08 8.1E 445. J8 (IN) N• Ev 5TH OT <1 N18a 0 45 120 /C 444.95 (OUT) w 118.04 PVC 741F 6 57LF 81PW .. �." ! 1 �; !, �21 L2 F 6mFkV .......... 61 Yt 191f PVC V 4t f 6 "PVC J4 IC SANK ACCEEL SCALE: 1 20' 0 10 20 40 DATUM. ClrY Or RENTON - NA VD 1988 BASIS OFBEAR /NGS N88 7 1 '09 W BE rWf -N FOND VO MONUMLrN TS HELD AS ME 50WHEASr CORNER AND SOUTH OUAWER CORNER OF' SEC. 10-2J-5 PFR KCAS 5UMMSION ALONG THE SOUTH L INE Of' 5A19 SEC17CVV BENCHMARKS• i %_ - -_ _ - - a rA t PT/1852 = J'p BRASS SURFACE 015C IN THE t W 4 t ..... ... 6 /F 451.50 6"PkV INT NE 47H 5T (SE 128TH ST) & 1487H 19Lf A�E SE 6'p IE 452.50 . . . ........... Et. 454.77 OR (IJ8 614 MCIERS) ........ .. . . ........ ... D15r.. IN I ((. 4"f'V t, 45f) f, PT1210 17ROkEN8RASS SURFACE :N ME /NT. S.E. 128TH 5T & 1567H AkE S.E. ji 4 ` 1 5 it. 54194 OR (167 01J MEIER5) IFF=457.5 I i CN V ';!:!' q IV .. ♦ .. . . . �.__ I S: �e 5 1-F7 _D] i CI) L tj i pi, N to 0. Lo ol SEWR TRENCH t OCA 9-D r)(1577A(C 6 SIDE M R 0 MIN. OU750F L 04 PA kFNEV T BA W 7L I TO sy 1 2X SL off T yp 6 It- 451.50 /E 452 50 95X COMPAC17ON (T?P) . �; l I J Mot& Z_ 3 11 = 457.21 Q1 F Z4,58,21, I I - • Z t 1488-20-4-W N882 53 W 4 .S�W.H 10 PER WAVSONG 9065,?81J 1< H00111AM A W. (TYP) ASSUMED STA MOWING Of . ........ .. 6 10-f 00 HOWIAM PROPOSED URIWWA r Of . . . ................. HOWYBROW 01V V FF=4 55_51 STA. 7*60, 52 T STA. 161, 19.51, 16.142 T (WNDSONC) RIM 44150 i .:. + tAj In. I TLI F 12- 1E 4M.50 (IN) w oo EX V - IC 4,16 JO (OU T) wwr PRIo? To , . u ... I v / CaMRWPOW 41i: X 6 IF 450.0 44f, 4 i 0 3 w T... 7.02 .... . ... 1-01IND 3" BRASS SURFACL 1)15K W/Pj 1 S � — NSh •C)� �2 - - _ _ - 18 81 (Ml- A S) &V jp ov —,r4/9 • of N N88020'56"W 149 (PLAT) .—N-8802-V3 SYPW T '49-6-5---(MF-A5)-- .. . . ... .... . ... ... . . .... 2 _4 N.E. 5TH STREET -- _ NGH (X) F-OUND 3" BRASS SURFACE DISK W/PUNCH 660. 66 CITY OF RENTON N.E. 4THSTRE'ET A88'21'09-W 2642.56 (KCAS) CONTROL PT. NO. 1852 1982.00 N88021'09"W 2642.66 (MEAS.) (BASIS OF BLARINGS) 1 r) FOUND 2 112- BRASS SURFACE. N88"22'10"W (CAI C) 2623.87 (ME AS) DISK W/PUNCH N88-22'1 7-W (RENTON) _15 .4 RENTON CONTROL MON. NO. 1851 AS• gA % %OT Io1ZC,Izoot nFfE ENGtaGfclas P. RECOMMENDED .Qlt FOR APPROVAL 3e17 8y• DATE:. -Lz h e ss, 4 m#A 8 Y. DA IT: 1 471 1 W 291M Place Sufte 101 tollevue, Washington 98007 125.885.7877 Fox 425.885.7963 DESIGN ENGINEERING • PLANNING • SURVEYING SAN /TARYSEWER PLAN H0WrffiV0ff PWIM V 0044CA 01 SCArINEDAPR 22 'K in a. a- v w 0 cr a� -.14 1 1 19 H2O -M` 11-JK dUA — — — — — — _R BURR -ED — — — — — — — — — — — — — — 0 VF C." — — — — — — 6-- 7, AT DT17 u 71 I-- ASSUMED STA170NING Of'—\ HOWIAM A VF (TW.) 10* 00 HOWIAM ..... ... 1W - ; f f f .. ... .. . .. ....... t PRoposm DRI wwA r of - Howr woocf- 91v v ;.. , ; �, SSMH 2 ..... .... .......... .............. .. RIM 457.68 8 /C 448.52 (OUT) !J 6- IE 446.72 (IN) I it SSti1H I ----_ _.�___._ ._._. .rte SIR T A MIN I' CONC. COLLAR AW N88*20'37mw 130.04 6 ALF 45250 to AROUND M11 U) .... ........... .. ... STA. 9*97, 82 T OL I « ---- ____.� _ -, ` n o I _ _... . 10 RIM 455.08 8.1E 445. J8 (IN) N• Ev 5TH OT <1 N18a 0 45 120 /C 444.95 (OUT) w 118.04 PVC 741F 6 57LF 81PW .. �." ! 1 �; !, �21 L2 F 6mFkV .......... 61 Yt 191f PVC V 4t f 6 "PVC J4 IC SANK ACCEEL SCALE: 1 20' 0 10 20 40 DATUM. ClrY Or RENTON - NA VD 1988 BASIS OFBEAR /NGS N88 7 1 '09 W BE rWf -N FOND VO MONUMLrN TS HELD AS ME 50WHEASr CORNER AND SOUTH OUAWER CORNER OF' SEC. 10-2J-5 PFR KCAS 5UMMSION ALONG THE SOUTH L INE Of' 5A19 SEC17CVV BENCHMARKS• i %_ - -_ _ - - a rA t PT/1852 = J'p BRASS SURFACE 015C IN THE t W 4 t ..... ... 6 /F 451.50 6"PkV INT NE 47H 5T (SE 128TH ST) & 1487H 19Lf A�E SE 6'p IE 452.50 . . . ........... Et. 454.77 OR (IJ8 614 MCIERS) ........ .. . . ........ ... D15r.. IN I ((. 4"f'V t, 45f) f, PT1210 17ROkEN8RASS SURFACE :N ME /NT. S.E. 128TH 5T & 1567H AkE S.E. ji 4 ` 1 5 it. 54194 OR (167 01J MEIER5) IFF=457.5 I i CN V ';!:!' q IV .. ♦ .. . . . �.__ I S: �e 5 1-F7 _D] i CI) L tj i pi, N to 0. Lo ol SEWR TRENCH t OCA 9-D r)(1577A(C 6 SIDE M R 0 MIN. OU750F L 04 PA kFNEV T BA W 7L I TO sy 1 2X SL off T yp 6 It- 451.50 /E 452 50 95X COMPAC17ON (T?P) . �; l I J Mot& Z_ 3 11 = 457.21 Q1 F Z4,58,21, I I - • Z t 1488-20-4-W N882 53 W 4 .S�W.H 10 PER WAVSONG 9065,?81J 1< H00111AM A W. (TYP) ASSUMED STA MOWING Of . ........ .. 6 10-f 00 HOWIAM PROPOSED URIWWA r Of . . . ................. HOWYBROW 01V V FF=4 55_51 STA. 7*60, 52 T STA. 161, 19.51, 16.142 T (WNDSONC) RIM 44150 i .:. + tAj In. I TLI F 12- 1E 4M.50 (IN) w oo EX V - IC 4,16 JO (OU T) wwr PRIo? To , . u ... I v / CaMRWPOW 41i: X 6 IF 450.0 44f, 4 i 0 3 w T... 7.02 .... . ... 1-01IND 3" BRASS SURFACL 1)15K W/Pj 1 S � — NSh •C)� �2 - - _ _ - 18 81 (Ml- A S) &V jp ov —,r4/9 • of N N88020'56"W 149 (PLAT) .—N-8802-V3 SYPW T '49-6-5---(MF-A5)-- .. . . ... .... . ... ... . . .... 2 _4 N.E. 5TH STREET -- _ NGH (X) F-OUND 3" BRASS SURFACE DISK W/PUNCH 660. 66 CITY OF RENTON N.E. 4THSTRE'ET A88'21'09-W 2642.56 (KCAS) CONTROL PT. NO. 1852 1982.00 N88021'09"W 2642.66 (MEAS.) (BASIS OF BLARINGS) 1 r) FOUND 2 112- BRASS SURFACE. N88"22'10"W (CAI C) 2623.87 (ME AS) DISK W/PUNCH N88-22'1 7-W (RENTON) _15 .4 RENTON CONTROL MON. NO. 1851 AS• gA % %OT Io1ZC,Izoot nFfE ENGtaGfclas P. RECOMMENDED .Qlt FOR APPROVAL 3e17 8y• DATE:. -Lz h e ss, 4 m#A 8 Y. DA IT: 1 471 1 W 291M Place Sufte 101 tollevue, Washington 98007 125.885.7877 Fox 425.885.7963 DESIGN ENGINEERING • PLANNING • SURVEYING SAN /TARYSEWER PLAN H0WrffiV0ff PWIM V 0044CA 01 SCArINEDAPR 22 S. W.1/4. S.E. 1/4. SEC_ 10_ TWP_ 23 N-- RGE_ 5 F-- W_ M _ 04 r r • •w r , M KtjLL Z U.0 FK 165 IJ kok 1 �W Q uj 0 o o a E4 W �y o x w w h 8" 1E 445 J8 (IN) CULVERT 12" /E 444.95 (OUT) `'°"'r,LVER _». > z fl ' ED CON 12' GRAV D /i{ �-iEADWAI S. W.1 /4, S.E. 1/4, SEC. 10, TWP. 23 N., RGE. 5 E., W.M. y +� t ,.... . _._ _... 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(7)OP) SURFACE DISK W /PUNCH ; 10f00 HOIGVIAA/ i E, a i ,� / a�►wo r ar ���. u J HAWEr BIRME DIV V W 00 \�R I.E.1 SWH 1 „ � FOUND 3 EiRAss , �BeNevue, Wc�ihinyton 98007 Q CIAWSMICT A W. 1' IN C WC MAR AROUND MH 425.885.7877 Fox 425.885.7963 � STA. 9f97, 8Z T 660•66 14YA/ 45.E A8 _ 8" 1E 445 J8 (IN) CULVERT 12" /E 444.95 (OUT) `'°"'r,LVER _». > z fl ' ED CON 12' GRAV D /i{ �-iEADWAI S. W.1 /4, S.E. 1/4, SEC. 10, TWP. 23 N., RGE. 5 E., W.M. y +� t ,.... . _._ _... 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Oft ......... ......... ......... ......... 0 i ROLL 2 0.� � �R 2:x;.8 � � .�'2/.SO 7 Y WOOKE PHASE v 0JO44CA11 sGANNEO MAY 11 tool C �� ; �.�' - ,� 1 � '� ct SCAMMEO APR 2 Z am-T" 4