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Home My WebLink AboutS-338301f I cnU Ill ti I: � I II - B RIM 20.34 V• IEI E INE II r if i I pA I I I m - �I I '� GRAPHIC SCALE CEDAR RIVER CORPORATE PARK SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. « FM) ITY OF RENTON, KING COUNTY WA,5HINGTON , 1 inch = 40 ft / 0 1 °' WETLAND ..A.. - - q SE' IIMAR E. rqo �� ,`ti s #'1233_ n - - -� Z J e,' 4 �,hb "E�HB1.E �� - _ - - - - - � - --- S SSE' TOE �� - _ D \ -Y--- QO` -- - -- = -;S' - - ._-- - - -•�u `_�_ _- -_.._.\ . _ - -_ e._.- _�-_._ v� TOF -' h4 LOCATIO. _ T r T v - h J- E =C - �P ode= �surrED; J N RAIN GARDEN � +v[7TL,AND "A" - - 13.1a \ � - �1 �NORTH BIOSWALE. : i o' BUFFER 00.x_- __�C°,i� D D W DIET T10111; POND: CAP t; j } °' ? v / LS ,#'22333 SET REBAR D _ D D D D / W / �- I fit' 0: ,.� W ' LS ,22335 I I `o ]012 P IVAIE LLF 8' PVC ®0.50% w ° g� �. q I / j 11, II �^• - M GENERAL NOTES o' �I � 1. CONTRACTOR SHALL CONTACT UTILITY PURVEYORS PRIOR TO CONSTRUCTION TO LOCATE UTILITIES. CONTACT i I i ENGINEER IF DISCREPANCIES OR CONFLICTS WITH PROPOSED UTILITIES. 1 jr- - _ 2. PROPOSED PIPE LENGTHS ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. ti 2 4 PRIVATE SSMH �. \ � / oy� • � �� I ,.,��b , I I� � a 3. PROVIDE 18' MIN. VERTICAL SEPARATION BETWEEN WATER AND SANITARY LINES. _ C5.1 ° 1 5' ti 4. PROVIDE 6" MIN. VERTICAL SEPARATION BETWEEN STORM AND SANITARY LINES. ) IN)= 1243 (8' PVC) °�� IE OUT)= 1233 (8' PVC) + + 1 • I PROPOSED BUILDING 'B' ti / \ �' / 5. PROVIDE 10' MIN. HORIZONTAL SEPARATION BETWEEN SANITARY AND WATER LINES AND 5' HORIZONTAL PRIVATE SSMH 2 2 4 \ 1 SEPARATION BETWEEN SANITARY AND STORM LINES. SIDE SEWER SHALL BE PROVIDED AT 2% MINIMUM SLOPE. Rim 4.32 C5. C5.T ® I i FF ■ 26.46 IE(IN)= 11.60 (B' PVC APPP,OXI N I +I'. 6. AS -BUILT DRAWINGS (S -1997, S -229, 13 2 -4) PROVIDED BY CITY OF RENTON SHOW rJ(ISTING 8' SANITARY IE(OUT)= 11.50 (8' PVC) °+ I / Q? #11 (i RtT` -p)I I °7(�b / I LINE STUBBED TO PROPERTY LINE. CONTRACTOR SHALL POTHOLE AND VERIFY STUB LOCATION, SIZE, AND SEo^SHEET C5■1ry °EOR PROFILES �� 61 I ±A INVERT ELEVATION PRIOR TO CONSTRUCTION AND ORDERING MATERIALS. PRVATE SS) 2 4 - �� ` a to a _ RIM =23.87 C5.1 ti �' 1 f ` e II \ ` % h /It v�II I 7. CONTRACTOR SHALL POTHOLE AND VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING 12' PETROLEUM IE(IN)= 11.3 (8' PVC o h zs` B IFF- - / (I ) a ?' m / \ I - h Il fA` ll f r I LINE. POTHOUNG SHALL BE CONDUCTED WITH A REPRENSDTIVE OF OLYMPIC PIPELINE PRESENT. CONTACT IE(OUT)= 11.2± (8' PVC - -/ O 1�y I V III HOLLY WIWAMSON (425) 235 -7736, OLYMPIC PIPELINE, PRIOR TO CONSTRUCTION AND ORDERING MATERIALS w" ®20.57 II o. I_ ,I �y , .. f TO SCHEDULE POTHOLING, SEE SHEET C5.2 FOR ADDITIONAL OLYMPIC PIPELINE REQUIREMENTS. °� I Psi n ae P VATS SSCO 2 �+ PRIVATE SSCO 1 ^IIi�I�I S j 'J,!' II ti 20.27> m RIM =24.97 �.1 RIM =24.35 C5.1 I I I 1 y II of B. SEE SHEET C5.2 FOR CITY OF RENTON SANITARY SEWER NOTES AND SPECIFlCA710NS. / C5.1 PRIVATE SSCO a ® IE =21:05 KIM=278 _ ',j / I /(- ! RIM 2102 n ,l 9. PROVIDE PIPE ANCHORING AT SIDE SEWERS PER CITY OF RENTON REQUIREMENTS. /) IE =20.27 D D`L° D D -p p 0 D PRIVATE r I I I 7jl•�jI / II/ I) , I I I I� I IA t 16 +00 39LF 6' PVC PROPOSED BUILDING D Y •1 r I i ` . PRIVA 1015 +00 S ~ ¢ I 1017 +00 + 101 +00 p. + 34LF 6- PVC PRIVATE.178LF 8' PVC ®0.50% TVA 6' POL 2$ S ®22 %1079 0 � 2� I t I ICi/ e PRIVATE 10OLF ' PVC ® 22% S \ ■ I /F�L I' I I I 1 d"I PROPOSED BUU.MG'A't PRIV. SSMH > f ■ RIM =24.36 k' N PRIVATE SSMH 2 4 PRIVATE SSCO ° Do FF 26 26 IE(IN)= 13.64 (6' PVC) 2 4 > NN RIM 24 55 C5.1 C5.1 t 6` RIM =24:26 @R�V�TL�SSCO G C5.1 I s n[� "B" - J i I li IE(IN)= 13.47 (8' PVC) C5.1 C51 a y IE(iN) 14' 6 PVC) IE =1899 IE =19.87 \ ° III I I IE(OUT)= 13.37 (8' PVC) IE(OUT)= 36 (B' PVC) \ o? I I) � // a 1 \ n9�g o Iyo W ryo I ! j. � I ti / I I aljllll. �II;f t; II� Sa PRIVATE RIM =25 09 Cb.1 IE =20.71 °pL p;fLAND I Ih1111 III I I' \ +� PROPOSED BUILDMG' V ' ; EGOR I ))I it I11`II !III II I�I /l541I / I I I I I FF ■2626 1 � - . , .` tio• ��( 4! III I I I.¢ry' 1 � I I I °o I a o _ DD + D cL 1�- - D D D V D - -�+ I I II I I I 1 ' I � J oil , ! - _I • j III 1 s"BUFFE - -/ - - - -J! - - - -,K- ti I a• / < ° I / I III I 1 R I I I I I I I lti do ��_ - -i / -- W - - -W - - -_ W -- - - -W L 70' ll i!LIiY EISE E. I-�O �'- AF 05)11 34 + 25 B FF / I 6`E M1 T R ) -:-- - -` NORTH 'DG -7F- W TL Nn B -100 SET . ^" / o H! a R MARK Tca a - _ _ _ °_ �� roa - - _ _ °'TOE g TOP - - a- _ -- T /- 4 %/37 9 r i(�??a q /�� /. f ��_ ! l 1 i 1 Lr (} _ l _ l% ('y V I! 1, ?Ill 1 1J- of _ L $ _ - <N - 8 _ _ ; �F I 1 !60 ".� R)� x$.07 ��5� 0 S`PWR 2 .;3 �'1 60' W (R), -�- .• h ! _. s'LLL- i- V- Ii- I- j`t-Rt' .. C .'1 .�� /H PWR 1 .A ?� _ 3 %1f3! i p ! n° • i I ONNECT(TO OF PVC II �■F��,�aK.,. ne -amo.o ara nx ra F«.rascraunaoa om�■n,u rrw,�sEtauSG r m CEDAR RIVER CORPORATE PARK SEWER PLAN FOR APPROVAL DAYS BEFORE YOU DI �OWER C5.0 � 16 x'24 THESE DRAWINGS ARE NOT TO BE BY � X �mARKER �� VERTICAL DATUM INAVD 881 S --- BY 1_800_424_5555 �y h 0 SIGNED BY THE REVIEWING AGENCY N I � � 0 1' UTILII ; t V AFT• 7905 )11 LL � EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST -WEST PIPELINE RIGHT -OF -WAY. ELEVATION = 18.84; SEE SHEET C0.0. MH ®�® a ti' o w Q BRH CTH I I II h I °� Q��P•�; o ° o - CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' ■ is "W'""°° d�V�l cc W t 8 ® o V s > Cc TACOMA . SEATTLE ,I _ BEE O64R °NEWCX M NLL SIE DATUM Planning /Building /Public Works Dept. PER RECORD OF SURVEY RECORDING N0. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH DING 58" WEST; SEE SHEET C0.0. 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 .1 0 U REVISION BY DATE APPIR - _ - I cnU Ill ti I: � I II - B RIM 20.34 V• IEI E INE II r if i I pA I I I m - �I I '� GRAPHIC SCALE CEDAR RIVER CORPORATE PARK SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. « FM) ITY OF RENTON, KING COUNTY WA,5HINGTON , 1 inch = 40 ft / 0 1 °' WETLAND ..A.. - - q SE' IIMAR E. rqo �� ,`ti s #'1233_ n - - -� Z J e,' 4 �,hb "E�HB1.E �� - _ - - - - - � - --- S SSE' TOE �� - _ D \ -Y--- QO` -- - -- = -;S' - - ._-- - - -•�u `_�_ _- -_.._.\ . _ - -_ e._.- _�-_._ v� TOF -' h4 LOCATIO. _ T r T v - h J- E =C - �P ode= �surrED; J N RAIN GARDEN � +v[7TL,AND "A" - - 13.1a \ � - �1 �NORTH BIOSWALE. : i o' BUFFER 00.x_- __�C°,i� D D W DIET T10111; POND: CAP t; j } °' ? v / LS ,#'22333 SET REBAR D _ D D D D / W / �- I fit' 0: ,.� W ' LS ,22335 I I `o ]012 P IVAIE LLF 8' PVC ®0.50% w ° g� �. q I / j 11, II �^• - M GENERAL NOTES o' �I � 1. CONTRACTOR SHALL CONTACT UTILITY PURVEYORS PRIOR TO CONSTRUCTION TO LOCATE UTILITIES. CONTACT i I i ENGINEER IF DISCREPANCIES OR CONFLICTS WITH PROPOSED UTILITIES. 1 jr- - _ 2. PROPOSED PIPE LENGTHS ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. ti 2 4 PRIVATE SSMH �. \ � / oy� • � �� I ,.,��b , I I� � a 3. PROVIDE 18' MIN. VERTICAL SEPARATION BETWEEN WATER AND SANITARY LINES. _ C5.1 ° 1 5' ti 4. PROVIDE 6" MIN. VERTICAL SEPARATION BETWEEN STORM AND SANITARY LINES. ) IN)= 1243 (8' PVC) °�� IE OUT)= 1233 (8' PVC) + + 1 • I PROPOSED BUILDING 'B' ti / \ �' / 5. PROVIDE 10' MIN. HORIZONTAL SEPARATION BETWEEN SANITARY AND WATER LINES AND 5' HORIZONTAL PRIVATE SSMH 2 2 4 \ 1 SEPARATION BETWEEN SANITARY AND STORM LINES. SIDE SEWER SHALL BE PROVIDED AT 2% MINIMUM SLOPE. Rim 4.32 C5. C5.T ® I i FF ■ 26.46 IE(IN)= 11.60 (B' PVC APPP,OXI N I +I'. 6. AS -BUILT DRAWINGS (S -1997, S -229, 13 2 -4) PROVIDED BY CITY OF RENTON SHOW rJ(ISTING 8' SANITARY IE(OUT)= 11.50 (8' PVC) °+ I / Q? #11 (i RtT` -p)I I °7(�b / I LINE STUBBED TO PROPERTY LINE. CONTRACTOR SHALL POTHOLE AND VERIFY STUB LOCATION, SIZE, AND SEo^SHEET C5■1ry °EOR PROFILES �� 61 I ±A INVERT ELEVATION PRIOR TO CONSTRUCTION AND ORDERING MATERIALS. PRVATE SS) 2 4 - �� ` a to a _ RIM =23.87 C5.1 ti �' 1 f ` e II \ ` % h /It v�II I 7. CONTRACTOR SHALL POTHOLE AND VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING 12' PETROLEUM IE(IN)= 11.3 (8' PVC o h zs` B IFF- - / (I ) a ?' m / \ I - h Il fA` ll f r I LINE. POTHOUNG SHALL BE CONDUCTED WITH A REPRENSDTIVE OF OLYMPIC PIPELINE PRESENT. CONTACT IE(OUT)= 11.2± (8' PVC - -/ O 1�y I V III HOLLY WIWAMSON (425) 235 -7736, OLYMPIC PIPELINE, PRIOR TO CONSTRUCTION AND ORDERING MATERIALS w" ®20.57 II o. I_ ,I �y , .. f TO SCHEDULE POTHOLING, SEE SHEET C5.2 FOR ADDITIONAL OLYMPIC PIPELINE REQUIREMENTS. °� I Psi n ae P VATS SSCO 2 �+ PRIVATE SSCO 1 ^IIi�I�I S j 'J,!' II ti 20.27> m RIM =24.97 �.1 RIM =24.35 C5.1 I I I 1 y II of B. SEE SHEET C5.2 FOR CITY OF RENTON SANITARY SEWER NOTES AND SPECIFlCA710NS. / C5.1 PRIVATE SSCO a ® IE =21:05 KIM=278 _ ',j / I /(- ! RIM 2102 n ,l 9. PROVIDE PIPE ANCHORING AT SIDE SEWERS PER CITY OF RENTON REQUIREMENTS. /) IE =20.27 D D`L° D D -p p 0 D PRIVATE r I I I 7jl•�jI / II/ I) , I I I I� I IA t 16 +00 39LF 6' PVC PROPOSED BUILDING D Y •1 r I i ` . PRIVA 1015 +00 S ~ ¢ I 1017 +00 + 101 +00 p. + 34LF 6- PVC PRIVATE.178LF 8' PVC ®0.50% TVA 6' POL 2$ S ®22 %1079 0 � 2� I t I ICi/ e PRIVATE 10OLF ' PVC ® 22% S \ ■ I /F�L I' I I I 1 d"I PROPOSED BUU.MG'A't PRIV. SSMH > f ■ RIM =24.36 k' N PRIVATE SSMH 2 4 PRIVATE SSCO ° Do FF 26 26 IE(IN)= 13.64 (6' PVC) 2 4 > NN RIM 24 55 C5.1 C5.1 t 6` RIM =24:26 @R�V�TL�SSCO G C5.1 I s n[� "B" - J i I li IE(IN)= 13.47 (8' PVC) C5.1 C51 a y IE(iN) 14' 6 PVC) IE =1899 IE =19.87 \ ° III I I IE(OUT)= 13.37 (8' PVC) IE(OUT)= 36 (B' PVC) \ o? I I) � // a 1 \ n9�g o Iyo W ryo I ! j. � I ti / I I aljllll. �II;f t; II� Sa PRIVATE RIM =25 09 Cb.1 IE =20.71 °pL p;fLAND I Ih1111 III I I' \ +� PROPOSED BUILDMG' V ' ; EGOR I ))I it I11`II !III II I�I /l541I / I I I I I FF ■2626 1 � - . , .` tio• ��( 4! III I I I.¢ry' 1 � I I I °o I a o _ DD + D cL 1�- - D D D V D - -�+ I I II I I I 1 ' I � J oil , ! - _I • j III 1 s"BUFFE - -/ - - - -J! - - - -,K- ti I a• / < ° I / I III I 1 R I I I I I I I lti do ��_ - -i / -- W - - -W - - -_ W -- - - -W L 70' ll i!LIiY EISE E. I-�O �'- AF 05)11 34 + 25 B FF / I 6`E M1 T R ) -:-- - -` NORTH 'DG -7F- W TL Nn B -100 SET . ^" / o H! a R MARK Tca a - _ _ _ °_ �� roa - - _ _ °'TOE g TOP - - a- _ -- T /- 4 %/37 9 r i(�??a q /�� /. f ��_ ! l 1 i 1 Lr (} _ l _ l% ('y V I! 1, ?Ill 1 1J- of _ L $ _ - <N - 8 _ _ ; �F I 1 !60 ".� R)� x$.07 ��5� 0 S`PWR 2 .;3 �'1 60' W (R), -�- .• h ! _. s'LLL- i- V- Ii- I- j`t-Rt' .. C .'1 .�� /H PWR 1 .A ?� _ 3 %1f3! ROLL 2�,Ofi CHECKED FOR COMPLIANCE TO CITY STANDARDS OF DATE uu�Keiin DATE �■F��,�aK.,. ne -amo.o ara nx ra F«.rascraunaoa om�■n,u rrw,�sEtauSG RECOMMENDED CALL TWO BUSINES: CEDAR RIVER CORPORATE PARK SEWER PLAN FOR APPROVAL DAYS BEFORE YOU DI C5.0 � 16 x'24 THESE DRAWINGS ARE NOT TO BE BY VERTICAL DATUM INAVD 881 S USED FOR CONSTRUCTION UNLESS BY 1_800_424_5555 Qw, SIGNED BY THE REVIEWING AGENCY CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON WITH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET a aandrear BY EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST -WEST PIPELINE RIGHT -OF -WAY. ELEVATION = 18.84; SEE SHEET C0.0. N ryes BRH CTH " =40' �■n ""w 1° f :: >s CITY OF - CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' ■ is "W'""°° rtENT ®1`I HORIZONTAL DATUM TACOMA . SEATTLE BEE O64R °NEWCX M NLL SIE DATUM Planning /Building /Public Works Dept. PER RECORD OF SURVEY RECORDING N0. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH DING 58" WEST; SEE SHEET C0.0. 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 .1 NO. REVISION BY DATE APPIR - _ - F NJf pE R,GI 1C01mNd'Y ROLL 2�,Ofi CHECKED FOR COMPLIANCE TO CITY STANDARDS OF DATE uu�Keiin DATE �■F��,�aK.,. ne -amo.o ara nx ra F«.rascraunaoa om�■n,u rrw,�sEtauSG DATE+ a 06 /05 /07 CEDAR RIVER CORPORATE PARK SEWER PLAN C5.0 � 16 x'24 M5-93M[ GOAHM JUN 2 2 2001 '4 1111 CI m b � I 0 oN 0J m 1 w I