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Home My WebLink AboutS-2153057.5'WIDE INGRESS & E RESS EASEMENT REC. NO.33 014U ffi ! j TH PE 1 y 8 i I ■ III '� II 1 G C s A ■ - -- p d` 1 TE =393, 0 Ce rtiE I I ; _ ■ LECT S1e1Ti;H ' ° , P I, TE= 9 9 ■ I I II IE 384.SSCt &S) ' ra-- �*. -�- -.. :.. ■ � 80AP.C•.GN C5� o I IE= :z9054tcE1 -.1 i � § xR..+a+±: - - -- -- - -�. P r -WET DETENTION VAULT t I II iE =.190, (W) II I� H .. : ':;:�..:. �.::;'e'.., .. .:'l �<b i ■ Zl (RECORD LOC.?TIONj �-^- ■ a I ;y _ _ _ _ - - __ -1. - - 1� -_- 10'WIDE TELEPHONE EASEMENT \\ \� s li I..I ri- I E t - s (' •; 7 I.�a)oJ REC. NO. 8303220984 • I j. I 1 l _ - - - 7 _ L_ __ I- - - ` F4 n 1 . 7 iz -'w t _f I ........ . ... ® 1 I - .II I I i r -`•I i II 1 j �'S .�. �I ( I ID'WIDE TELEPHONE EASEMtNI _ /J r--- / REC. NO. 3575608 & 84'5121016 tO'Vdi '- TELEPHONE EASEti ■N? j 11. TEMI,93.9' a2 $' REC:. OS.35,560; s8 e24 CTR.CHAN. 38 .79 l/ , - -� l -j- --� 1 1 \ I i stld?r i _(/1s _ SSMH \ I YP ------ ----- 'c}. \ I / J d, 3 I I 20' DE SLOPE A' _MENT I / I ... . .s.... .... - -1 -_ - __ - -__ lE ,93.?4 \ 1 I I / h 44 \ I I RE" N0. 980 0 9 s; IE 379 �4(T2 E� -- �- j� -= ,�0 i 6,. - - lE 3 9.45( &9.45(8 tl -1 '�_ -- /�4 -1 - -I - -- ---- I - - - -- . A s g i - - - - -- I I -�/ ----- - - - - -- I IE 3,9.44 t, W) I i I } I� en n r FjSEh1E r -- .-__ -- 10'VdIDxE TELEPH +JNE EASEMENT 7 _------- . - - - -- \ �F r11 I 610FILTRA710N SWALE REC N 9111201401 : - -.;-- -_- -1-- , t• \ I �� I 1 r_ _ _ _ -_� Lr---------------- I - - -�1 vD sD - - -- - - -- - -- - -- -- _T� -x < -� - -- L J_ - - -- 3&"CY�7- - - - � - x I I _ � - - - - -- -- - _ - I T --:� -- - -- _ -= - E ON 4 °x61 G ;< .,_ - - - -- -- r- {o,�i)- - - ------ 'b? =`�.. I `'- P eve rvt mss-- °- -'f? PosT_.1J - -- - - - - -,- -- - ' UP -- 7 0 `k-_ UP ®EHH TE{P) -- -- - -_ - _ - - _ k -- -- --r- -.-�- -flI& - - -14P -S& - - .- - -- - -. - - -�Ff P)-- - --- -- - EH - -- - -- ,� --- - - - - -- - - - Cs,EI.iENT - CB 1'1Pt 1 -.,OF, J0.5746659 - ,� - - -- _. =93 n 4 _ 5_. _ _ --- - iE:= 18309t8'N1 - �` -St7 - SSMH \� C6 - -_ T PE lE= 88 19(12 "E) 7k- 393 35 - _ IE -19030 8 "'D� REC. NO.5790505 TE =i90 )1 SITE BENCHMARK 2 ' uY) Lt +AV. =384.56 -- ' - -- -- - _ - .. J V = - - -- w CHISELED RE AT BACK CW AT EAST _ � -FTOFOF CURB __- -_ ---- 24 'CP SS EL= 400.55 -4-AE W40 4BANOeNED ' - - -_ .- - - - --.-.. -- -" -- - - - 4+AG-WiR�ANLONei3: -.. . -5 > N. E. 4TH STREET\ _ = -- - (S ■ E. 128TH STREET) -- -1-- -- - ---- - -- ----�- - FG(i'1 - -- - - 1 y .\ I , _ GRAPHIC SCALE so 0 1. 2. a w NOTE- ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM A SURVEY PREPARED BY BUSH, ROED & HITCHINGS, INC., JOB No. 2001204.03, DATED 06- 06 -05. SOUND CONSULTANTS, LLC, ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THAT EXISTING INFORMATION. THE CONTRACTOR SHALL VERIFY, AS FIRST ORDER OF CONSTRUCTION, THE ( IN FEET) HORIZONTAL AND VERTICAL LOCATIONS OF ALL CRITICAL POINTS OF CONNECTION AND IMMEDIATELY I inch = 20 ft. NOTIFY THE OWNER AND /OR ENGINEER OF ANY SIGNIFICANT DISCREPANCY WHICH WOULD PREVENT THE CONSTRUCTION OF THAT DEPICTED HEREON. . s SOUND CONSULTANTS, LLc LAND DEVELOPMENT CONSULTANTS 10509 NE 120th PLACE, KIRKLAND, WA 98034 phone (425) 765 -5053 fax (425)823 -5313 email j.jvh@comcast.net 8 AS -BUILT STORM SYSTEM -' II - r - - - - -- T I - � -_� - -- JI- I LI SW 1/4 SEC 10, TWP 23N, RGE 5E, W.M. w I -- --- -I -YL` -I - ! I I -- I 0 JVH 11.01.06 © I SDMHI -t-'Y I ® I -- -- 1%7, 9 .,\I \ I h.ttf. NO. ti I l <,'Wb I J 1 I SITE BENCHMARK NO.4: i I Ipl I- TOP SW BASE BOLT VV7!! -- p j r JVH + r - -7- I. - _-T IGH S STANDARD - - - -_- LL CIYL I % l-� YL I O EL-398.28 - -- I I - - IYL EWIRES 1/25/05 NO. REVISION BY DATE APPR I 1 --- - - - - -- s f f' - - - -- I - -= II I - -T 1 I i �'+ 6 LF 4" PVC RD O 1.00% ® ®. - -4- -- CAUTIONIII ----- + - - - -- BURIED- TELEPHONE AND I WIDE1 D AGQ I I ar.'7 I I I "�; I ,%-� , I I 1 ELECTRICAL CONDUITS - - - - - - ---- - ----- I I \ - -t - -- -- THIS AREA i t. /N� W W /G KATIE RIM = 397.92 i�I`•� - _- - -. -T__ -- -I- I I - r VAUL( - - - - -- I' -�. Y' rn ADS - I f EV t - 7.5'WIDE INGRESS & E RESS EASEMENT REC. NO.33 014U ffi ! j TH PE 1 y 8 i I ■ III '� II 1 G C s A ■ - -- p d` 1 TE =393, 0 Ce rtiE I I ; _ ■ LECT S1e1Ti;H ' ° , P I, TE= 9 9 ■ I I II IE 384.SSCt &S) ' ra-- �*. -�- -.. :.. ■ � 80AP.C•.GN C5� o I IE= :z9054tcE1 -.1 i � § xR..+a+±: - - -- -- - -�. P r -WET DETENTION VAULT t I II iE =.190, (W) II I� H .. : ':;:�..:. �.::;'e'.., .. .:'l �<b i ■ Zl (RECORD LOC.?TIONj �-^- ■ a I ;y _ _ _ _ - - __ -1. - - 1� -_- 10'WIDE TELEPHONE EASEMENT \\ \� s li I..I ri- I E t - s (' •; 7 I.�a)oJ REC. NO. 8303220984 • I j. I 1 l _ - - - 7 _ L_ __ I- - - ` F4 n 1 . 7 iz -'w t _f I ........ . ... ® 1 I - .II I I i r -`•I i II 1 j �'S .�. �I ( I ID'WIDE TELEPHONE EASEMtNI _ /J r--- / REC. NO. 3575608 & 84'5121016 tO'Vdi '- TELEPHONE EASEti ■N? j 11. TEMI,93.9' a2 $' REC:. OS.35,560; s8 e24 CTR.CHAN. 38 .79 l/ , - -� l -j- --� 1 1 \ I i stld?r i _(/1s _ SSMH \ I YP ------ ----- 'c}. \ I / J d, 3 I I 20' DE SLOPE A' _MENT I / I ... . .s.... .... - -1 -_ - __ - -__ lE ,93.?4 \ 1 I I / h 44 \ I I RE" N0. 980 0 9 s; IE 379 �4(T2 E� -- �- j� -= ,�0 i 6,. - - lE 3 9.45( &9.45(8 tl -1 '�_ -- /�4 -1 - -I - -- ---- I - - - -- . A s g i - - - - -- I I -�/ ----- - - - - -- I IE 3,9.44 t, W) I i I } I� en n r FjSEh1E r -- .-__ -- 10'VdIDxE TELEPH +JNE EASEMENT 7 _------- . - - - -- \ �F r11 I 610FILTRA710N SWALE REC N 9111201401 : - -.;-- -_- -1-- , t• \ I �� I 1 r_ _ _ _ -_� Lr---------------- I - - -�1 vD sD - - -- - - -- - -- - -- -- _T� -x < -� - -- L J_ - - -- 3&"CY�7- - - - � - x I I _ � - - - - -- -- - _ - I T --:� -- - -- _ -= - E ON 4 °x61 G ;< .,_ - - - -- -- r- {o,�i)- - - ------ 'b? =`�.. I `'- P eve rvt mss-- °- -'f? PosT_.1J - -- - - - - -,- -- - ' UP -- 7 0 `k-_ UP ®EHH TE{P) -- -- - -_ - _ - - _ k -- -- --r- -.-�- -flI& - - -14P -S& - - .- - -- - -. - - -�Ff P)-- - --- -- - EH - -- - -- ,� --- - - - - -- - - - Cs,EI.iENT - CB 1'1Pt 1 -.,OF, J0.5746659 - ,� - - -- _. =93 n 4 _ 5_. _ _ --- - iE:= 18309t8'N1 - �` -St7 - SSMH \� C6 - -_ T PE lE= 88 19(12 "E) 7k- 393 35 - _ IE -19030 8 "'D� REC. NO.5790505 TE =i90 )1 SITE BENCHMARK 2 ' uY) Lt +AV. =384.56 -- ' - -- -- - _ - .. J V = - - -- w CHISELED RE AT BACK CW AT EAST _ � -FTOFOF CURB __- -_ ---- 24 'CP SS EL= 400.55 -4-AE W40 4BANOeNED ' - - -_ .- - - - --.-.. -- -" -- - - - 4+AG-WiR�ANLONei3: -.. . -5 > N. E. 4TH STREET\ _ = -- - (S ■ E. 128TH STREET) -- -1-- -- - ---- - -- ----�- - FG(i'1 - -- - - 1 y .\ I , _ GRAPHIC SCALE so 0 1. 2. a w NOTE- ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM A SURVEY PREPARED BY BUSH, ROED & HITCHINGS, INC., JOB No. 2001204.03, DATED 06- 06 -05. SOUND CONSULTANTS, LLC, ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THAT EXISTING INFORMATION. THE CONTRACTOR SHALL VERIFY, AS FIRST ORDER OF CONSTRUCTION, THE ( IN FEET) HORIZONTAL AND VERTICAL LOCATIONS OF ALL CRITICAL POINTS OF CONNECTION AND IMMEDIATELY I inch = 20 ft. NOTIFY THE OWNER AND /OR ENGINEER OF ANY SIGNIFICANT DISCREPANCY WHICH WOULD PREVENT THE CONSTRUCTION OF THAT DEPICTED HEREON. . s SOUND CONSULTANTS, LLc LAND DEVELOPMENT CONSULTANTS 10509 NE 120th PLACE, KIRKLAND, WA 98034 phone (425) 765 -5053 fax (425)823 -5313 email j.jvh@comcast.net 8 AS -BUILT STORM SYSTEM -' II - r - - - - -- T I - � -_� - -- JI- I LI I 7 REVISED STORM FROM CPS TO OUTFALL I -- --- -I -YL` -I - ! I I -- I s l JVH 11.01.06 © I SDMHI -t-'Y I SDMri -- I Wyia I -- -- 1%7, 9 .,\I TE= 400.12 IE= 385.52 I IN GM .... ... CB TYPE i TE 353. 6 389.1611 jE • .......s.... ......s. s1 388.51?18 G . IE 38 2yNl) L VV7!! -- p DJ JVH -- F- 1 REVISED PER CITY COMMENTS I .II 1\ # DATUM qr N IF NOT ONE INW 7.5'WIDE INGRESS & E RESS EASEMENT REC. NO.33 014U ffi ! j TH PE 1 y 8 i I ■ III '� II 1 G C s A ■ - -- p d` 1 TE =393, 0 Ce rtiE I I ; _ ■ LECT S1e1Ti;H ' ° , P I, TE= 9 9 ■ I I II IE 384.SSCt &S) ' ra-- �*. -�- -.. :.. ■ � 80AP.C•.GN C5� o I IE= :z9054tcE1 -.1 i � § xR..+a+±: - - -- -- - -�. P r -WET DETENTION VAULT t I II iE =.190, (W) II I� H .. : ':;:�..:. �.::;'e'.., .. .:'l �<b i ■ Zl (RECORD LOC.?TIONj �-^- ■ a I ;y _ _ _ _ - - __ -1. - - 1� -_- 10'WIDE TELEPHONE EASEMENT \\ \� s li I..I ri- I E t - s (' •; 7 I.�a)oJ REC. NO. 8303220984 • I j. I 1 l _ - - - 7 _ L_ __ I- - - ` F4 n 1 . 7 iz -'w t _f I ........ . ... ® 1 I - .II I I i r -`•I i II 1 j �'S .�. �I ( I ID'WIDE TELEPHONE EASEMtNI _ /J r--- / REC. NO. 3575608 & 84'5121016 tO'Vdi '- TELEPHONE EASEti ■N? j 11. TEMI,93.9' a2 $' REC:. OS.35,560; s8 e24 CTR.CHAN. 38 .79 l/ , - -� l -j- --� 1 1 \ I i stld?r i _(/1s _ SSMH \ I YP ------ ----- 'c}. \ I / J d, 3 I I 20' DE SLOPE A' _MENT I / I ... . .s.... .... - -1 -_ - __ - -__ lE ,93.?4 \ 1 I I / h 44 \ I I RE" N0. 980 0 9 s; IE 379 �4(T2 E� -- �- j� -= ,�0 i 6,. - - lE 3 9.45( &9.45(8 tl -1 '�_ -- /�4 -1 - -I - -- ---- I - - - -- . A s g i - - - - -- I I -�/ ----- - - - - -- I IE 3,9.44 t, W) I i I } I� en n r FjSEh1E r -- .-__ -- 10'VdIDxE TELEPH +JNE EASEMENT 7 _------- . - - - -- \ �F r11 I 610FILTRA710N SWALE REC N 9111201401 : - -.;-- -_- -1-- , t• \ I �� I 1 r_ _ _ _ -_� Lr---------------- I - - -�1 vD sD - - -- - - -- - -- - -- -- _T� -x < -� - -- L J_ - - -- 3&"CY�7- - - - � - x I I _ � - - - - -- -- - _ - I T --:� -- - -- _ -= - E ON 4 °x61 G ;< .,_ - - - -- -- r- {o,�i)- - - ------ 'b? =`�.. I `'- P eve rvt mss-- °- -'f? PosT_.1J - -- - - - - -,- -- - ' UP -- 7 0 `k-_ UP ®EHH TE{P) -- -- - -_ - _ - - _ k -- -- --r- -.-�- -flI& - - -14P -S& - - .- - -- - -. - - -�Ff P)-- - --- -- - EH - -- - -- ,� --- - - - - -- - - - Cs,EI.iENT - CB 1'1Pt 1 -.,OF, J0.5746659 - ,� - - -- _. =93 n 4 _ 5_. _ _ --- - iE:= 18309t8'N1 - �` -St7 - SSMH \� C6 - -_ T PE lE= 88 19(12 "E) 7k- 393 35 - _ IE -19030 8 "'D� REC. NO.5790505 TE =i90 )1 SITE BENCHMARK 2 ' uY) Lt +AV. =384.56 -- ' - -- -- - _ - .. J V = - - -- w CHISELED RE AT BACK CW AT EAST _ � -FTOFOF CURB __- -_ ---- 24 'CP SS EL= 400.55 -4-AE W40 4BANOeNED ' - - -_ .- - - - --.-.. -- -" -- - - - 4+AG-WiR�ANLONei3: -.. . -5 > N. E. 4TH STREET\ _ = -- - (S ■ E. 128TH STREET) -- -1-- -- - ---- - -- ----�- - FG(i'1 - -- - - 1 y .\ I , _ GRAPHIC SCALE so 0 1. 2. a w NOTE- ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM A SURVEY PREPARED BY BUSH, ROED & HITCHINGS, INC., JOB No. 2001204.03, DATED 06- 06 -05. SOUND CONSULTANTS, LLC, ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THAT EXISTING INFORMATION. THE CONTRACTOR SHALL VERIFY, AS FIRST ORDER OF CONSTRUCTION, THE ( IN FEET) HORIZONTAL AND VERTICAL LOCATIONS OF ALL CRITICAL POINTS OF CONNECTION AND IMMEDIATELY I inch = 20 ft. NOTIFY THE OWNER AND /OR ENGINEER OF ANY SIGNIFICANT DISCREPANCY WHICH WOULD PREVENT THE CONSTRUCTION OF THAT DEPICTED HEREON. . s SOUND CONSULTANTS, LLc LAND DEVELOPMENT CONSULTANTS 10509 NE 120th PLACE, KIRKLAND, WA 98034 phone (425) 765 -5053 fax (425)823 -5313 email j.jvh@comcast.net 8 AS -BUILT STORM SYSTEM -' OA SANITARY SEWER LEGEND CB #3, TY I GR= 396.88 7 REVISED STORM FROM CPS TO OUTFALL I -- -j - - \- se�a�- ------- - - - - -- - - -- r - -�- aF wgsy 6 REVISED ITEM #18 FROM CLEANOUT TO CB JVH 11.01.06 © 2'AaS 14I `yam w■am scuE, 'a-1. GV /8 . .... GM .... ... CB TYPE i TE 353. 6 389.1611 jE • .......s.... ......s. s1 388.51?18 G . ET I 1 1 \ - .`.� i - I B 17 S 1 Ili I Kok I VV7!! -- p \� JVH -- 7.5'WIDE INGRESS & E RESS EASEMENT REC. NO.33 014U ffi ! j TH PE 1 y 8 i I ■ III '� II 1 G C s A ■ - -- p d` 1 TE =393, 0 Ce rtiE I I ; _ ■ LECT S1e1Ti;H ' ° , P I, TE= 9 9 ■ I I II IE 384.SSCt &S) ' ra-- �*. -�- -.. :.. ■ � 80AP.C•.GN C5� o I IE= :z9054tcE1 -.1 i � § xR..+a+±: - - -- -- - -�. P r -WET DETENTION VAULT t I II iE =.190, (W) II I� H .. : ':;:�..:. �.::;'e'.., .. .:'l �<b i ■ Zl (RECORD LOC.?TIONj �-^- ■ a I ;y _ _ _ _ - - __ -1. - - 1� -_- 10'WIDE TELEPHONE EASEMENT \\ \� s li I..I ri- I E t - s (' •; 7 I.�a)oJ REC. NO. 8303220984 • I j. I 1 l _ - - - 7 _ L_ __ I- - - ` F4 n 1 . 7 iz -'w t _f I ........ . ... ® 1 I - .II I I i r -`•I i II 1 j �'S .�. �I ( I ID'WIDE TELEPHONE EASEMtNI _ /J r--- / REC. NO. 3575608 & 84'5121016 tO'Vdi '- TELEPHONE EASEti ■N? j 11. TEMI,93.9' a2 $' REC:. OS.35,560; s8 e24 CTR.CHAN. 38 .79 l/ , - -� l -j- --� 1 1 \ I i stld?r i _(/1s _ SSMH \ I YP ------ ----- 'c}. \ I / J d, 3 I I 20' DE SLOPE A' _MENT I / I ... . .s.... .... - -1 -_ - __ - -__ lE ,93.?4 \ 1 I I / h 44 \ I I RE" N0. 980 0 9 s; IE 379 �4(T2 E� -- �- j� -= ,�0 i 6,. - - lE 3 9.45( &9.45(8 tl -1 '�_ -- /�4 -1 - -I - -- ---- I - - - -- . A s g i - - - - -- I I -�/ ----- - - - - -- I IE 3,9.44 t, W) I i I } I� en n r FjSEh1E r -- .-__ -- 10'VdIDxE TELEPH +JNE EASEMENT 7 _------- . - - - -- \ �F r11 I 610FILTRA710N SWALE REC N 9111201401 : - -.;-- -_- -1-- , t• \ I �� I 1 r_ _ _ _ -_� Lr---------------- I - - -�1 vD sD - - -- - - -- - -- - -- -- _T� -x < -� - -- L J_ - - -- 3&"CY�7- - - - � - x I I _ � - - - - -- -- - _ - I T --:� -- - -- _ -= - E ON 4 °x61 G ;< .,_ - - - -- -- r- {o,�i)- - - ------ 'b? =`�.. I `'- P eve rvt mss-- °- -'f? PosT_.1J - -- - - - - -,- -- - ' UP -- 7 0 `k-_ UP ®EHH TE{P) -- -- - -_ - _ - - _ k -- -- --r- -.-�- -flI& - - -14P -S& - - .- - -- - -. - - -�Ff P)-- - --- -- - EH - -- - -- ,� --- - - - - -- - - - Cs,EI.iENT - CB 1'1Pt 1 -.,OF, J0.5746659 - ,� - - -- _. =93 n 4 _ 5_. _ _ --- - iE:= 18309t8'N1 - �` -St7 - SSMH \� C6 - -_ T PE lE= 88 19(12 "E) 7k- 393 35 - _ IE -19030 8 "'D� REC. NO.5790505 TE =i90 )1 SITE BENCHMARK 2 ' uY) Lt +AV. =384.56 -- ' - -- -- - _ - .. J V = - - -- w CHISELED RE AT BACK CW AT EAST _ � -FTOFOF CURB __- -_ ---- 24 'CP SS EL= 400.55 -4-AE W40 4BANOeNED ' - - -_ .- - - - --.-.. -- -" -- - - - 4+AG-WiR�ANLONei3: -.. . -5 > N. E. 4TH STREET\ _ = -- - (S ■ E. 128TH STREET) -- -1-- -- - ---- - -- ----�- - FG(i'1 - -- - - 1 y .\ I , _ GRAPHIC SCALE so 0 1. 2. a w NOTE- ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM A SURVEY PREPARED BY BUSH, ROED & HITCHINGS, INC., JOB No. 2001204.03, DATED 06- 06 -05. SOUND CONSULTANTS, LLC, ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THAT EXISTING INFORMATION. THE CONTRACTOR SHALL VERIFY, AS FIRST ORDER OF CONSTRUCTION, THE ( IN FEET) HORIZONTAL AND VERTICAL LOCATIONS OF ALL CRITICAL POINTS OF CONNECTION AND IMMEDIATELY I inch = 20 ft. NOTIFY THE OWNER AND /OR ENGINEER OF ANY SIGNIFICANT DISCREPANCY WHICH WOULD PREVENT THE CONSTRUCTION OF THAT DEPICTED HEREON. . s SOUND CONSULTANTS, LLc LAND DEVELOPMENT CONSULTANTS 10509 NE 120th PLACE, KIRKLAND, WA 98034 phone (425) 765 -5053 fax (425)823 -5313 email j.jvh@comcast.net 8 AS -BUILT STORM SYSTEM JVH 2.20.07 OA SANITARY SEWER LEGEND CB #3, TY I GR= 396.88 7 REVISED STORM FROM CPS TO OUTFALL JVH 11.27.06 IE= 393.58 aF wgsy 6 REVISED ITEM #18 FROM CLEANOUT TO CB JVH 11.01.06 © 10 LF 6" PVC SS 0 2.00% oA 5 REVISED GRADES IN CANOPY SWALE JVH 17.24.06 w■am scuE, �; Nqw „� " 4 REVISED PER CLIENT COMMENTS 3 REVISED CURB ON EAST SIDE JVH 6.30.06 JVH 4.27.06 om■xm: JVH 1 " =20' 0PoZ0�� °18°' "8B1 STEa° \g` 2 REVISED PER CITY COMMENTS �s570NA1 JVH 4.05.06N JVH 'sr✓+E F- 1 REVISED PER CITY COMMENTS JVH 1.13.06 c1■asm: TAP DATUM qr N IF NOT ONE INW EWIRES 1/25/05 NO. REVISION BY DATE APPR mA1E 1KG0m'"c" ROLL f O 0-9 21 _207' 6 LF 4" PVC RD O 1.00% ® ®. GATE VALVE AND BOX &M CITY OF wu^ RENTON Planning /Building /Public Works Dept. O STORM DRAIN LEGEND CLEANOUT RIM - 397.89 OA SANITARY SEWER LEGEND CB #3, TY I GR= 396.88 IE.= 395.39 IE= 393.58 O8 LF 4" PVC RD 0 0.50% © 10 LF 6" PVC SS 0 2.00% O52 LF 4" PVC RD 0 4.007 O OIL /WATER SEPARATOR, O CATCH BASIN X11, TY 1 UTILITY VAULT PART No. 660SA GR= 397.41 RIM(CTR) =396.94 IE= 394.09 IE(in) =393.38 O91 LF 12" PVC SO O 2.23% IE(out)= 392.88 O HAND OPERABLE 6" PVC O 6 LF 4" PVC RD O 1.00% GATE VALVE AND BOX O CLEANOUT O CLEANOUT W/45' BENDS RIM = 397.92 RIM= 397.01 IE= (393.90) IE= 392.51 O8 45 LF 6" PVC RD 0 1.00X O 5 LE 6" PVC SS 0 90X O (MINIMUM) CLEANOUT O IE- 392.76 RIM392.89 IE =39284 O 26 LF 6" PVC SS O 2.00% 10 8 78 LF 6' PVC RD 0 1.00% O CLEANOUT W/45' BENDS RIM = 395.16 11 G CATCH BASIN #2, TY 1 IE= 392.35 RIM-396.06 01 12 LF 6" PVC SS 0 100% E-392.06 392.06sa.os 72 23 LF 12" PVC SO 0 4.44% O CONNECT TO EXIST. 8" SS 0 45, IE= (379.97). 13 OIL/WATER SEPARATOR, UTILITY VAULT PART No. 612 -2 -CPS RIM(CTR)= 395.40 IE(in & out)= 391.04 14 20 LF 12" PVC SO 0 0.50% 75 CATCH BASIN X44, TY 1 RIM = (394.47) IE= 390.81 16 11 LF 12" PVC SO 0 2.35% 17 JOIN EXIST. CATCH BASIN GR= (394.39) IE= (390.54) JOIN 18 CROSSINGIII IE(18 "SD)= 390.63 IE(8 "SS)= (380.17) 19 EXIST STORM SYSTEM TO BE REMOVED 20 CROSSINGIII IE(8 "SD)= 392.86 IE(6 "SS)= 396.96 '5w2wN3W H(:�-RUILT art: SITE UTILITY PLAN 9 -12 -05 SAFEWAY No. 1468 FUEL FACILITY ADDITION` 4300 NE 4th STREET ■� RENTON, WASHINGTON C -1 IN FORM, INC. A�:RZt53t�- NNNNPI� ,�iu�� 521s'So5(Xiw W 21S3de(xA>al V,