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HomeMy WebLinkAboutS-276701a CL a a C O0 Ln a' LEGEND ❑ 3E. GHII CA?CP PAIN n RE H'DRANT i ',VAL N SIGN ;_ S;-1II!-RY .ERFR MV 11`911 ® E EC`b.AAUN..A Cu : INCTION PO's p JT11 ITY POLE a I SAS IIETEP 1? y NOR .. -.S `,E )CF--O UTILITY PULE lv'ITH LIGHT ® WAIE R METER 11F ER ALL'F a Mkn. Po % Bf ED 0 POWER se CLE Cn j FC'A'F° TRI1491ORMER - SA14TARY SEWER LINF. � U I J U7 W Z 3 LJ CD Z < I ORII WAY M 3 i6' ,• CIE 577 3 .' (17 "GONG N) IE -578' (72 "CONC 5) cc Q w T LFCC}MUNCATI F LINF 0- UT - 1E -56.•' W W Z G LLJ > Z WL W.LLOI'i TREE CE CEPAP TREE w V N O Y � 0 g V I O N C O C) E Y W a' ° 1-4 �? c c 0 - E �E HIV y c o a�i a� 's o o T� a CL a a C O0 Ln a' LEGEND ❑ 3E. GHII CA?CP PAIN n RE H'DRANT i ',VAL N SIGN ;_ S;-1II!-RY .ERFR MV 11`911 ® E EC`b.AAUN..A Cu : INCTION PO's p JT11 ITY POLE a I SAS IIETEP 1? y NOR .. -.S `,E )CF--O UTILITY PULE lv'ITH LIGHT ® WAIE R METER 11F ER ALL'F - - Mkn. Po % Bf t 0 POWER se CLE - c. S LINE STORM DRAIN LINE j FC'A'F° TRI1491ORMER - SA14TARY SEWER LINF. © - W(• 4J T STORM DRAIN MANHOLE - , -- WATER L114L -- P -- OVE11HEAr POVER LINE CD _ ",IGFI EnGE Or - -P T -- OVERHEAD TF OMMLNICAFON SINE - - P -T -- OVERHEAD POWER AND ORII WAY M 3 i6' ,• CIE 577 3 .' (17 "GONG N) IE -578' (72 "CONC 5) r.. CONCr ET E SURFACE T LFCC}MUNCATI F LINF L�7 -- -- "� - - - -- C* - 1E -56.•' - - P -T - - UNDERGROUND POWER LIME AL A_OER 'REF -- P -T - - UNDERGROUND EI E.;01'.MUP.ICATiON LINE WL W.LLOI'i TREE CE CEPAP TREE MA MAPLE TREE s SOIL TEST PIT 1.50 MADRONA TREE Cw COTONWOOD rREE M CNG L MA\hOLE F! FIR TREE CB SIM 23 -1s 19 - PFETL.GHT MANHOLE FIY HOLLY TREF r 1, 3' (12 'GONG N) IE 43.70 12" CMP OUT IE 43.90 12" CMP IN POND IE 240.31 12- CMP OUT- AHHHU U ER EARING' GRADIN FnES RMWATE ;z OETENTIMUROND A MANHOLE HAVE LOWERED 2 FT. AT CONTRACTOR RE!6 j .-. CONTOURS, SPOT GRADES,,-AND: PIPE SLOPES SHOWN ON-- �6 C3.1 & C4.2 2�FLECT THl8'CH j RIM- 35.40' I I E 37.4 Z ( 2 "CONC S) - 5eMH CONTROL MANN LE j Q I I I !F=26,1' 117 "CMP N) E--25,9' (18°CMP -W) CULVER' IE -31. 2 (18 "CONC WITH TILE FACE W) ROTATE TOP SLAB IN FIELD TO ALIGN NEW FRAME AND GRATE WITH PROPOSED I' VERTICAL CURB FLOW LINE. / w 7 SSMH RI„1= 34.$2' m° IE =22.5' (GTR. CHANNEL) ?i _ w ` � � I OI 1 iiE 27.9 (12 "CMP S) SSMn rziDA =29.83 - - - - -- IE =18.7' (CTR. CHANNEL) Y / 0 k SCALE 40 0 20 40 80 = I I I I ( FEET ) 1 INCH = 40 FT C RM -3721 .E 34.7 (12 "GONG -N) S\ /X OU SH ^CESSpF gs 5y��`g5 \\� I /s /1, 3 6 565 E 390 43 y6g5 a 252. k i a I I it i �, i % Bf t � o 0 �I z I. Ir � Es IF 31. t (C TR.. r..4ANNEL) \ ` o / I. „' c 5E IE 43.70 12" CMP OUT IE 43.90 12" CMP IN POND IE 240.31 12- CMP OUT- AHHHU U ER EARING' GRADIN FnES RMWATE ;z OETENTIMUROND A MANHOLE HAVE LOWERED 2 FT. AT CONTRACTOR RE!6 j .-. CONTOURS, SPOT GRADES,,-AND: PIPE SLOPES SHOWN ON-- �6 C3.1 & C4.2 2�FLECT THl8'CH j RIM- 35.40' I I E 37.4 Z ( 2 "CONC S) - 5eMH CONTROL MANN LE j Q I I I !F=26,1' 117 "CMP N) E--25,9' (18°CMP -W) CULVER' IE -31. 2 (18 "CONC WITH TILE FACE W) ROTATE TOP SLAB IN FIELD TO ALIGN NEW FRAME AND GRATE WITH PROPOSED I' VERTICAL CURB FLOW LINE. / w 7 SSMH RI„1= 34.$2' m° IE =22.5' (GTR. CHANNEL) ?i _ w ` � � I OI 1 iiE 27.9 (12 "CMP S) SSMn rziDA =29.83 - - - - -- IE =18.7' (CTR. CHANNEL) Y / 0 k SCALE 40 0 20 40 80 = I I I I ( FEET ) 1 INCH = 40 FT C RM -3721 .E 34.7 (12 "GONG -N) S\ /X OU SH ^CESSpF gs 5y��`g5 \\� I /s /1, 3 6 565 E 390 43 y6g5 a 252. k S86'7171.40' L r m H it i I�.T�NCRE7 �• rO rn 5 / �, i FE °53.d6u7 eR7Gw e "w9f © o GE 0 �r OURI�Ji(LLL?L i I.E. E (2 c I \✓ �/ A IE -52.6' (B CLAP -EP-E NEW I.E. 55.20 a - C9 CONNECT TO EXISTING MH / CD _ S 52 IF =53.4* 4' (8 "CMP -E) ti �\ ASPHALT aRkr +c L°T /Q NL / ORII WAY M 3 i6' ,• CIE 577 3 .' (17 "GONG N) IE -578' (72 "CONC 5) (� ;9'29° 1,} L�7 -- -- "� - - - -- C* - 1E -56.•' (12 "CONC -S) RIM _:4996 E _a5.6 (2 "CoN(- N)\ �N ri O, J i ii �i 8 2 - .72 ROCK URA1N S IE 67.50 Ej •oV�s !T� %T / j �� �/, /Ee i .i6 "OfJT c 1 3'1 "'N 9y. r�' \ rO�GP�;,a% ...r�'/ / a'� ' . 2 %h��/ / TYPICAL 8 PLACES! F CK DRAIN _-� co a6c. S E ti[: v 0 CP"P 5' T ®0 5x MINIMUM rte' 6" PVC" RAIN - .`�V -2 _ / D � d pNN �- .- .<_o -ea _00.90 - �- g3 g's 23' I 6 f u ee er' l i ss 35 ffL - ' __� ' I GE 0E 1/ =i -R 7 G 20 C3 u f 4 MrI ?tM :BA. JO IF -54.7' (12"CONC -N) IE- =54.2' (12 "CONC -S) IE =53,' (8 "CLAP -W) LINESK / - INSTALLED J \ nB LEARING2 TORY WOOD M 53.39 +c BUILD NG / IE- 51 9' (12 CON N) E 51.5' (12 CONC E) Y'" ddd !E= 5!.W .9' (1, CONC S) e CR r?RA 50 ZS %E 44,i' (12'CONC) � Rh- 50 -i8' 47.8 (12 ONC N) y 1E=48.2' (8 -CMP F', PACIFIC E-47.8' (12 "- °NC y) Y 3350 MONTE VILLA PARKWAY BOTHELL, WASHINGTON 98021 -►'EQ • k0 �i%`' WWW.WHPACLFIC.COM TEL: (425)951 -4800 FAX: (425)951L480B ivw#*- a' -O. .V67 Planning • Engineering • Surveying - Landscape Architecture / SMki IE -47.4' (12 "CONC) of ♦ O �d m CHECKED FOR COMPLIANCE _ TO CITY STANDARDS zee e Date Y-s- P1M= 4y.,,2' 'F =47.2" (12 "CMP -N) 01 F Date .E =47.3' (8"C4!P -E) tsD NA IE =475' (6 "DPW? -e % Date owes Iz/m /ss Ex .1111111 -111- 9 IC lMrl[VYCMGn -ego 75 IE=60.7' (12"CONC -N) r r / C�J[I�Ei -hI?R & it r ' 6- PVC 'E- "GONG �, i • j j 5A.2'(IZ -Si 2 © p PAVEMENT PATCH SSMH IF_ -55.1' (C IR CHANNEL) NEW I.E. 55.20 a - C9 CONNECT TO EXISTING MH / RI M -59 92 _ AND RECHANNEL STRUCTURE "C® 1E. 9' (8 -� \ ORII WAY M 3 i6' ,• CIE 577 3 .' (17 "GONG N) IE -578' (72 "CONC 5) J, ,7 \i� Ei IE -575' (3 "CMP E) - 1E -56.•' (12 "CONC -S) IF -54.7' (12"CONC -N) IE- =54.2' (12 "CONC -S) IE =53,' (8 "CLAP -W) LINESK / - INSTALLED J \ nB LEARING2 TORY WOOD M 53.39 +c BUILD NG / IE- 51 9' (12 CON N) E 51.5' (12 CONC E) Y'" ddd !E= 5!.W .9' (1, CONC S) e CR r?RA 50 ZS %E 44,i' (12'CONC) � Rh- 50 -i8' 47.8 (12 ONC N) y 1E=48.2' (8 -CMP F', PACIFIC E-47.8' (12 "- °NC y) Y 3350 MONTE VILLA PARKWAY BOTHELL, WASHINGTON 98021 -►'EQ • k0 �i%`' WWW.WHPACLFIC.COM TEL: (425)951 -4800 FAX: (425)951L480B ivw#*- a' -O. .V67 Planning • Engineering • Surveying - Landscape Architecture / SMki IE -47.4' (12 "CONC) of ♦ O �d m CHECKED FOR COMPLIANCE _ TO CITY STANDARDS zee e Date Y-s- P1M= 4y.,,2' 'F =47.2" (12 "CMP -N) 01 F Date .E =47.3' (8"C4!P -E) tsD NA IE =475' (6 "DPW? -e % Date owes Iz/m /ss Ex .1111111 -111- 9 IC lMrl[VYCMGn -ego FJ [LlinV STORM ORAM MAMIOLE CA TON SASN �.�.- MEANOUT �-- SAMTARY SERER MAN4ME © EOILDWC / SIROCMW s4&J14fo7o) SCQn dMly NOTE. ELEVATIONS DEPICTED AS REPRESENT THE DESIGN ELEVATIONS AD- IUSTED TO CITY OF RENTON DATUM - THIS AD lUSTMENT IS OBTAINED BY ADDING 196.61 FEET TO THE ELEVATIONS AND CONTOURS BASED ON THE HEBRANK, STEADMAN & ASSOCIATES SURVEY. TOPOGRAPHIC NOTE. THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, W &H PACIFIC CANNOT ENSURE ITS ACCURACY AND IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. 19- 2.7o6 74f