Loading...
HomeMy WebLinkAboutzS-3550SetN I n IL W ZmO <Wz IL w FW- W3��il Z OWO- a �W W L m: N OT w n a � 0 Y Q o E"I 3 U W i L) o c w TO < 5 m `o rn a c �I 'c y c 2 ° Z o IT iT E§ o. z 0 z O 0 15 30 60 a — ---� _ -- - _ \v- __ i WATER AND SEWER PLAN RENTON GATEWAY CENTER SW 1/4 SECTION 07, TWP. 23 N., RGE. 5 E., W.M. NUE Rp -il IN1E� CONNECT PPROPOSED SEWER INTO EXISTING PUMP FOR 710 BUILDING (CONTRACTOR TO EXTEND SUMP TO ELEVATION 15.8± AND RESET PUMP AS NEEDED) CONTRACTOR TO LOCATE EX. 8" WATER STUB AND CONNECT WITH 7 LF B" DI W _ NDTE, GAS AND POWER SERVICE _ _ EX. OVERHEAD UTILITIES TO BE EXTENDED TO THE _ _ "r0-- r0 - TO THE U CITY OF OUNT( Si012U (9c DI E- BY THE CITY OF RENTON (se° DIA) SITE FROM THE NORTH - FO - - " -- RM - 21.87 - -FO-- -'� -- - (RENTON AIRPORT M &0 COMPLETED MA NTE CE ACLE'R REQUIRED FO _ _ _ - - -" _ - EWER No ACC, S ISLE -�- ) _ F0 -" _ - __ a3. AND CLEANING WORK IN SUMMER OF 2009) J _ _ EXISTING 3 S _ _ FORCE MAIN + _ � -� ' "- - - c TcN [3AVn O .. _FIRE TIHYDRANT _ _ I _ -o „ _ _ _ -. - Iblr -F� - _ _ __ - — I � RIM i2 „8 „ /tR >oARMS � _ _ FO- H ----- - '" ---- -- - �-'""_"'-' (_ a^ _ r t� Gouc Nw - _ ---- ------ _ i.. ---� / 12 CONE SE. 1Ncl 10 -" CO - - 1 -- � 01_P xr_ - _ _ b - --- wl _l Fx1sW6 u! /(,3oSSn3MS EXISTING_ -- �i __._ _ V- - + _ -- -------------- d, _ - -/ EXISTING BOEING CATCH BASIIN ; Qj FO -FIRE HYDRANT _ - EX 12 WATER MOF LNSTAL�E. - -_ s- -- _ -- ----------- - - -- -- 31M .. 2n.8"Y RESTROOM - — - ___ SUBSTATION TO BE CATCH enSIN 72 null.owc FO -- t —' 0 HH,� __ _ - - -- - �e ©p-' gY THE CIS -- -_.- -- __, w•� - -- -"APPROXIMATE LOCATION REMOVED BY BOEING Rnd - 25.11 �oNC Il♦ = 22.97 11;;- TURFS jFS ABOVE' ' `Y., pc j�E GR �3'ac6 __ -- \ OF PROPOSED 12" 17 wN C 221] / (i J:S NO '(J9NFd >5-f (T"l'r7 -- -_ Y'���-.I GR _ - .. " ".__..._. _.: 3 �J _ --"�TLB I I SiC'- __-- -- WATER MAIN EXTENSION a INSTALL (ROES No. CONNECT TO EJ. FO L=r _-- _ -�?��� _ �+', �aD, BY THE CITY OF RENTON 1 NEW 7' BLACK VINYL CONCR,E 1. COATED CHAIN LINK - -. FO' ------- Pc rt F -0CP,;,'.+) ___ _ " FG -PCUrR 1 _- ____- - ' `_ ~-, x _^,,,-- -^---' ._ P .. H}IANDHOLE - - P p t,ER Po E CONNECT TO E %. 8" WATER STUB p FENCE W/ THREE EXISTING FIRE soRN MANHOLE E) i BnRRIER O / // /` --Y^Y- L-_ NTON _ �_. - - -- -a .yy_493,,14 -._. - ______ _P'oH) -.. ,PTL <o�,) cttu _ INSTALL NEW 1 X2" DOMESTIC J( IC, A13A� STRANDS OF BARB WIRE HYDRANT RIM - 2bg%O -------- 0730> - "-- - ( NH) bvVcRessn Ms L� WATER METER W/ 2" SERVICE UNE t1-� _ __ AND 2 RPBA IN A80VE GROUND W I X r Accessl6LE �" yyAtER _FO g'22 _ - _ d _ HOT BOX BEHIND 1\ _ ;k "- = N - A-_ -�-- _ I LI ) � N100 - ,._.,.. L----- � EX. 1:2 "_'__.....- - -- - - "'� ,<nw- -- _-- - _ - _ - -� i �-- 0 �_ s ... ^x I y _ _ _ - - -- -- - _. _ � F,( y 1n 1 _ m - �] - - 1 6 "1 ATE6VALVE (FL XMJ oA i, B )X ¢; b�N a ,. _ 1 _ � = \r G7 Lt 6" DI SPOOL %' � �� I F0'" - - - - -- !g &; V - ..78 -7-9 x -�...a - i" _ -_ -_ e(v'' _ - \ \ -PH ASSY. PER C.O.R. STDS.: _ - N84'O6(24 E.. _ X ""^_'- mH) - - OM_-_ -_ _ _ y(- + C -_ ". __" _. - - - Fl�nN _CONCRETE BLOCKJNG- ;W .__ 1 °- N F \AH _ _ _- FO- _ P. {{ G _ _ - _ .a (� WAT M CH - - _ _ _- - _ '?/R / - �I I_ - - _ -. -- _ - -- - 52 LF B FIRE SPRINKLER ._._ — _ ". �+. L, _ � ._w - , � .� �"` , _ � V+' DDCVA Tab BI�SHEETv�4 (yn r i RIN °� H � -" --- � -._ t' � _ LOCATED INSIDE_. ,_J ^, �_ VICE 1, -- _ I _ - '�a�` � - _: -A Vv- - ' _ - - 9AN ..BUILDING _ SEE DETAIL _ _ ,l EY_', 4 v � ; -'-- .fJB"w 1. SSCO (TYP. __ �. a _x _�. _._?�- I 6Rdvt1 __ �-�-- �\ .� OIL /WATW�. ° 2 I O. -.x 2S ° -- _- .- ' I -F- LOCATE GAS, POWER AND _ 1 - _ L 585 23 03 W. - --- - 1 I I/ TELEPHONE CONNECTIONS IN - . -- - .; ------ I / i I 28.182' _ _1M1 A =�IN -_ E-4-8-3Z G! xve L __y-- E�'. WATER LINE / SEPARATOR ° r ° I HO E Sib t, V'd MANHOLE, _..21.41_ " - - _ 2. o_r -___ I I or] ° l'. hlla- IYVTI5 -GPPRO IMASHAtyiO9A.TtON. _ - i 6 PVC SIDE SEWER 1 iX I -V - � o EX. POWER wStAl ,ON I OL _ , - _.i 1 ( �cRUUr _ _ ±- 1--'__ j ,+,,� �` I J1 ANDONED gY o 1 _ _ _ _ _ }- SSCO {NP. p - - - I -. - \N -- - - ° .------- �-- -'-! E' I/ r r -- ,. I ', _. U�LV�, `hGI -�FLO R DRAIN SCO TYP ._i — AB / p ) r y o - ALRPORT I Ii 22 ± - -- -? -A" ,HIGH v0i. v� _ _ - .,.�,_,aayF -- -.�- Y. o �+ i'�� ° L^ u'•T ( t- r T - 1 REMOVED BY __ _ _ -- .__ 1L -_-14 °_�_- r'� �-�' --SSCO (IY�.Z.F- "- .I_ -r� ° f RO' IO�7�'[r ° `INTERNA; B�ILDIY ETHERS FLOOR DRAIN vl ° - ('gI 24:0- =W E- IE122.SAt t -,�- SEWER O $ # N A PORT IE�'8:5'# I ^� j'F'2 �QT / �I U LIGHT LINE (B Y ) __ "_ pW Ic �_ - _ _ -_ 1 o 1 2 2' 3.2' P049ER CABINET o B END. RIM 23 851'_ t 2450- �+` w 7 0 4NTER AL BU ddNG-SEWER p° I a i ;CO l'20!') 1` °LINE 1.0% (8M OTHERS) �� II L , ° > IEF•24.7ff(/ \` - 13A� ° 1 1I vuAiERnuLT. °. NOTES: °_- I oI II o !I 0 %/ H2 Alit) 1nl —__ F \\ _. \` �._._. —= a 1 - 1 , ABFlX - _ 1 _ °� —� ° °_.'.. !'�a^'.n;`. 11 I O REMOVED BY AIRPORT 1 1 p - I A ' --j I ° ,> I. ^ X119 t FF_ r��1d _, g�_ --'i"- _ ). � + x S2' -'p ° • t, - -; "*-4�ti -0 .' v n1 > a I °: o m A °-_ -- SEPARATE PANS ANDI 1 ,I � I $ "-- --VJ -E ° �. O2 PERMITS ARE REQUIRED BY 1 I -%]S W _. - - —.c>1 �1'V -- ?,'F.Vf -- -rte -- I o %y a 'pJ9•' " ° °x I ° tm p RENTON FIRE DEPARTMENT 11 ____ -pImW 4Lh - W _ d -d ni - A'- _ t` �1 EYE t ^kS ° RITE cBea a m°"c �� ° z1u I0 FOR INSTALLATION OF FIRE f rAl o- C - _ E - 1 _F4- ° '� `?.+ ° "� - Im 1110 Iz SPRINKLER SYSTEM o Jr "$ . j �'P 7 41C --- 44 NIA' . c,4,;,Nila . a EX:': WATER LINES J ° _ _ `> N o ". 1 +`^ 1 .PROPOSED a 1- _ ( CHAIN LINK ' x 15 ° o ABA. �+ �/ FENCE I ° PO!NER CABIPIE_S AIRPORT , / \G •\ ' ? 1 °I1m. ° I m 2-STORY FBO ,n L, X 11 m. 1 s F.X. CONCFIEM P VSENF 3'1111 „ BUILDING - n 1 c I > EX. HYDRANT ° - q ° .�/ ° ° > c p "11V � 2,100 SF o v `p I I i I I ' I1YDfilA�T INSTALLED BY ° J 1 ' ° ° n 1I ° -S=355001 R ° j- 1 ( C1N° /' ° p o > ° - p p. ° I`1 I' - I wl. � 1 � 1 1 T -2I I T -1 1 1 0 o ° ° - I' vl CITY*ATER. MAIN ., o ! ° ° o �- -- --- -_-- -- ..� ll 7 ° o n i �I .INSTALLED fBY ' O ° " p 24" 8ROKEN DOUBT, ° ° I;. I' ° iE-' G x SO SO SCRIP _ (A I ° - CROKEN b NG E 4 HITx .: -0 ° : ° m LINE PROPLIG __ 504• ,E - -- I' 'm ° o iT -- LEASE �. —_ -- / CAATpCCI: BASIN V / RiM = 25.00 X _ 12" CON' SE = 18.95 -- ---- -X I O 12" CONE SE - 18.95 _ o _- G RIDGE LINE — — B TYPE 2 -48' n - __ ----= — — _ _ r -22 6 iE -i9 99 (IVY) CID CITY OF RENTON `0 q PROFUGHT AVIATION, INC. J q E7BPARTMENT OF= PUBLIC WORKS C 243 W. PERIMETER ROAD G' H RENTON, WA 98055 � �.(� WATER II ° CHECKED FOR COMPLIANCE ',• (425) 228 -9510 Q" �" O AND SEWER PLAN Z TO CiTY STANDARDS RECOMMENDED o CONTACT: BERNIE OR DIANE PAHOLKE Q% i ' FOR APPROVAL a Q ENGINEER; / FIRF RENTON GATEWAY CENTER m BY /J/J/J, BARGHA72ND CONSULTING ENGINEERS P -- - - -- / �141N Date q F� 5672�4.p�1 `"Q 18215 72ND AVENUE SOUTH y 2 DESIGNED CP _ /STE N \� KENT, WA 98032 s y, DRAWN CP DATE 6/24/09 FlLE NO. ��N'DBE -� Date SAMMAL E 425 251 -6222 G<p EP 1 \'.�-v&- -i®\�-1-- BY ( ) ,NG ENG \N� CHECKED DKB _ SCALE 1 " =30y FIELD BOOK PAGE_ W -"t (425)251 -8782 FAX Date APPROVED W1 CONTACT: DAN BALMELLI wxccroA or vueuc wcaxs SHEET CS OF 8 U CID; J- 353 -001 5- 35500► N A � � m Of a o 0 M Q x M O a V } M z 0 z O 0 15 30 60 a — ---� _ -- - _ \v- __ i WATER AND SEWER PLAN RENTON GATEWAY CENTER SW 1/4 SECTION 07, TWP. 23 N., RGE. 5 E., W.M. NUE Rp -il IN1E� CONNECT PPROPOSED SEWER INTO EXISTING PUMP FOR 710 BUILDING (CONTRACTOR TO EXTEND SUMP TO ELEVATION 15.8± AND RESET PUMP AS NEEDED) CONTRACTOR TO LOCATE EX. 8" WATER STUB AND CONNECT WITH 7 LF B" DI W _ NDTE, GAS AND POWER SERVICE _ _ EX. OVERHEAD UTILITIES TO BE EXTENDED TO THE _ _ "r0-- r0 - TO THE U CITY OF OUNT( Si012U (9c DI E- BY THE CITY OF RENTON (se° DIA) SITE FROM THE NORTH - FO - - " -- RM - 21.87 - -FO-- -'� -- - (RENTON AIRPORT M &0 COMPLETED MA NTE CE ACLE'R REQUIRED FO _ _ _ - - -" _ - EWER No ACC, S ISLE -�- ) _ F0 -" _ - __ a3. AND CLEANING WORK IN SUMMER OF 2009) J _ _ EXISTING 3 S _ _ FORCE MAIN + _ � -� ' "- - - c TcN [3AVn O .. _FIRE TIHYDRANT _ _ I _ -o „ _ _ _ -. - Iblr -F� - _ _ __ - — I � RIM i2 „8 „ /tR >oARMS � _ _ FO- H ----- - '" ---- -- - �-'""_"'-' (_ a^ _ r t� Gouc Nw - _ ---- ------ _ i.. ---� / 12 CONE SE. 1Ncl 10 -" CO - - 1 -- � 01_P xr_ - _ _ b - --- wl _l Fx1sW6 u! /(,3oSSn3MS EXISTING_ -- �i __._ _ V- - + _ -- -------------- d, _ - -/ EXISTING BOEING CATCH BASIIN ; Qj FO -FIRE HYDRANT _ - EX 12 WATER MOF LNSTAL�E. - -_ s- -- _ -- ----------- - - -- -- 31M .. 2n.8"Y RESTROOM - — - ___ SUBSTATION TO BE CATCH enSIN 72 null.owc FO -- t —' 0 HH,� __ _ - - -- - �e ©p-' gY THE CIS -- -_.- -- __, w•� - -- -"APPROXIMATE LOCATION REMOVED BY BOEING Rnd - 25.11 �oNC Il♦ = 22.97 11;;- TURFS jFS ABOVE' ' `Y., pc j�E GR �3'ac6 __ -- \ OF PROPOSED 12" 17 wN C 221] / (i J:S NO '(J9NFd >5-f (T"l'r7 -- -_ Y'���-.I GR _ - .. " ".__..._. _.: 3 �J _ --"�TLB I I SiC'- __-- -- WATER MAIN EXTENSION a INSTALL (ROES No. CONNECT TO EJ. FO L=r _-- _ -�?��� _ �+', �aD, BY THE CITY OF RENTON 1 NEW 7' BLACK VINYL CONCR,E 1. COATED CHAIN LINK - -. FO' ------- Pc rt F -0CP,;,'.+) ___ _ " FG -PCUrR 1 _- ____- - ' `_ ~-, x _^,,,-- -^---' ._ P .. H}IANDHOLE - - P p t,ER Po E CONNECT TO E %. 8" WATER STUB p FENCE W/ THREE EXISTING FIRE soRN MANHOLE E) i BnRRIER O / // /` --Y^Y- L-_ NTON _ �_. - - -- -a .yy_493,,14 -._. - ______ _P'oH) -.. ,PTL <o�,) cttu _ INSTALL NEW 1 X2" DOMESTIC J( IC, A13A� STRANDS OF BARB WIRE HYDRANT RIM - 2bg%O -------- 0730> - "-- - ( NH) bvVcRessn Ms L� WATER METER W/ 2" SERVICE UNE t1-� _ __ AND 2 RPBA IN A80VE GROUND W I X r Accessl6LE �" yyAtER _FO g'22 _ - _ d _ HOT BOX BEHIND 1\ _ ;k "- = N - A-_ -�-- _ I LI ) � N100 - ,._.,.. L----- � EX. 1:2 "_'__.....- - -- - - "'� ,<nw- -- _-- - _ - _ - -� i �-- 0 �_ s ... ^x I y _ _ _ - - -- -- - _. _ � F,( y 1n 1 _ m - �] - - 1 6 "1 ATE6VALVE (FL XMJ oA i, B )X ¢; b�N a ,. _ 1 _ � = \r G7 Lt 6" DI SPOOL %' � �� I F0'" - - - - -- !g &; V - ..78 -7-9 x -�...a - i" _ -_ -_ e(v'' _ - \ \ -PH ASSY. PER C.O.R. STDS.: _ - N84'O6(24 E.. _ X ""^_'- mH) - - OM_-_ -_ _ _ y(- + C -_ ". __" _. - - - Fl�nN _CONCRETE BLOCKJNG- ;W .__ 1 °- N F \AH _ _ _- FO- _ P. {{ G _ _ - _ .a (� WAT M CH - - _ _ _- - _ '?/R / - �I I_ - - _ -. -- _ - -- - 52 LF B FIRE SPRINKLER ._._ — _ ". �+. L, _ � ._w - , � .� �"` , _ � V+' DDCVA Tab BI�SHEETv�4 (yn r i RIN °� H � -" --- � -._ t' � _ LOCATED INSIDE_. ,_J ^, �_ VICE 1, -- _ I _ - '�a�` � - _: -A Vv- - ' _ - - 9AN ..BUILDING _ SEE DETAIL _ _ ,l EY_', 4 v � ; -'-- .fJB"w 1. SSCO (TYP. __ �. a _x _�. _._?�- I 6Rdvt1 __ �-�-- �\ .� OIL /WATW�. ° 2 I O. -.x 2S ° -- _- .- ' I -F- LOCATE GAS, POWER AND _ 1 - _ L 585 23 03 W. - --- - 1 I I/ TELEPHONE CONNECTIONS IN - . -- - .; ------ I / i I 28.182' _ _1M1 A =�IN -_ E-4-8-3Z G! xve L __y-- E�'. WATER LINE / SEPARATOR ° r ° I HO E Sib t, V'd MANHOLE, _..21.41_ " - - _ 2. o_r -___ I I or] ° l'. hlla- IYVTI5 -GPPRO IMASHAtyiO9A.TtON. _ - i 6 PVC SIDE SEWER 1 iX I -V - � o EX. POWER wStAl ,ON I OL _ , - _.i 1 ( �cRUUr _ _ ±- 1--'__ j ,+,,� �` I J1 ANDONED gY o 1 _ _ _ _ _ }- SSCO {NP. p - - - I -. - \N -- - - ° .------- �-- -'-! E' I/ r r -- ,. I ', _. U�LV�, `hGI -�FLO R DRAIN SCO TYP ._i — AB / p ) r y o - ALRPORT I Ii 22 ± - -- -? -A" ,HIGH v0i. v� _ _ - .,.�,_,aayF -- -.�- Y. o �+ i'�� ° L^ u'•T ( t- r T - 1 REMOVED BY __ _ _ -- .__ 1L -_-14 °_�_- r'� �-�' --SSCO (IY�.Z.F- "- .I_ -r� ° f RO' IO�7�'[r ° `INTERNA; B�ILDIY ETHERS FLOOR DRAIN vl ° - ('gI 24:0- =W E- IE122.SAt t -,�- SEWER O $ # N A PORT IE�'8:5'# I ^� j'F'2 �QT / �I U LIGHT LINE (B Y ) __ "_ pW Ic �_ - _ _ -_ 1 o 1 2 2' 3.2' P049ER CABINET o B END. RIM 23 851'_ t 2450- �+` w 7 0 4NTER AL BU ddNG-SEWER p° I a i ;CO l'20!') 1` °LINE 1.0% (8M OTHERS) �� II L , ° > IEF•24.7ff(/ \` - 13A� ° 1 1I vuAiERnuLT. °. NOTES: °_- I oI II o !I 0 %/ H2 Alit) 1nl —__ F \\ _. \` �._._. —= a 1 - 1 , ABFlX - _ 1 _ °� —� ° °_.'.. !'�a^'.n;`. 11 I O REMOVED BY AIRPORT 1 1 p - I A ' --j I ° ,> I. ^ X119 t FF_ r��1d _, g�_ --'i"- _ ). � + x S2' -'p ° • t, - -; "*-4�ti -0 .' v n1 > a I °: o m A °-_ -- SEPARATE PANS ANDI 1 ,I � I $ "-- --VJ -E ° �. O2 PERMITS ARE REQUIRED BY 1 I -%]S W _. - - —.c>1 �1'V -- ?,'F.Vf -- -rte -- I o %y a 'pJ9•' " ° °x I ° tm p RENTON FIRE DEPARTMENT 11 ____ -pImW 4Lh - W _ d -d ni - A'- _ t` �1 EYE t ^kS ° RITE cBea a m°"c �� ° z1u I0 FOR INSTALLATION OF FIRE f rAl o- C - _ E - 1 _F4- ° '� `?.+ ° "� - Im 1110 Iz SPRINKLER SYSTEM o Jr "$ . j �'P 7 41C --- 44 NIA' . c,4,;,Nila . a EX:': WATER LINES J ° _ _ `> N o ". 1 +`^ 1 .PROPOSED a 1- _ ( CHAIN LINK ' x 15 ° o ABA. �+ �/ FENCE I ° PO!NER CABIPIE_S AIRPORT , / \G •\ ' ? 1 °I1m. ° I m 2-STORY FBO ,n L, X 11 m. 1 s F.X. CONCFIEM P VSENF 3'1111 „ BUILDING - n 1 c I > EX. HYDRANT ° - q ° .�/ ° ° > c p "11V � 2,100 SF o v `p I I i I I ' I1YDfilA�T INSTALLED BY ° J 1 ' ° ° n 1I ° -S=355001 R ° j- 1 ( C1N° /' ° p o > ° - p p. ° I`1 I' - I wl. � 1 � 1 1 T -2I I T -1 1 1 0 o ° ° - I' vl CITY*ATER. MAIN ., o ! ° ° o �- -- --- -_-- -- ..� ll 7 ° o n i �I .INSTALLED fBY ' O ° " p 24" 8ROKEN DOUBT, ° ° I;. I' ° iE-' G x SO SO SCRIP _ (A I ° - CROKEN b NG E 4 HITx .: -0 ° : ° m LINE PROPLIG __ 504• ,E - -- I' 'm ° o iT -- LEASE �. —_ -- / CAATpCCI: BASIN V / RiM = 25.00 X _ 12" CON' SE = 18.95 -- ---- -X I O 12" CONE SE - 18.95 _ o _- G RIDGE LINE — — B TYPE 2 -48' n - __ ----= — — _ _ r -22 6 iE -i9 99 (IVY) CID CITY OF RENTON `0 q PROFUGHT AVIATION, INC. J q E7BPARTMENT OF= PUBLIC WORKS C 243 W. PERIMETER ROAD G' H RENTON, WA 98055 � �.(� WATER II ° CHECKED FOR COMPLIANCE ',• (425) 228 -9510 Q" �" O AND SEWER PLAN Z TO CiTY STANDARDS RECOMMENDED o CONTACT: BERNIE OR DIANE PAHOLKE Q% i ' FOR APPROVAL a Q ENGINEER; / FIRF RENTON GATEWAY CENTER m BY /J/J/J, BARGHA72ND CONSULTING ENGINEERS P -- - - -- / �141N Date q F� 5672�4.p�1 `"Q 18215 72ND AVENUE SOUTH y 2 DESIGNED CP _ /STE N \� KENT, WA 98032 s y, DRAWN CP DATE 6/24/09 FlLE NO. ��N'DBE -� Date SAMMAL E 425 251 -6222 G<p EP 1 \'.�-v&- -i®\�-1-- BY ( ) ,NG ENG \N� CHECKED DKB _ SCALE 1 " =30y FIELD BOOK PAGE_ W -"t (425)251 -8782 FAX Date APPROVED W1 CONTACT: DAN BALMELLI wxccroA or vueuc wcaxs SHEET CS OF 8 U CID; J- 353 -001 5- 35500► N 1 � CL J n Q XQ F- W W�� 1 Q u QLu= (J) W FQ I- Q 0- O N �Z oW� � ca R. W W W O VJ G w a a m O o ;T.4 C) s O G E-4 3 2 E-4 W d I--N � \ 10 W J N m S �S Be C �I 'c • O C_ `i m o Q_ Gc c, N r�o O to 2 �So 0 n z�a W� yn i w I Z TOP SECTION NO.612CPS -T 9,910 Be. outlet Pipe With Samv "Y -OUTLET PIPE TO Tres' I 612 -2 -CPS OIL WATER SEPARATOR Projected Plate Area = 1,776 Sq/ft Maximum Process Flow se 830 GPM BASE ASSEMBLY No. 612 2- CPS-B- 25,790 lbs. 12 11" Facet® Coalescing Pack J t0R DETARS, SEE gEYERSE SIDE » vans shwmare OiNbet IDchenge W4naot Name k :ue Weela..11 Whe K toy \ I / INLET PIPE With Sompllno Tee By Others A 98S2Poeotlo step r..'. STORM /TESC NOTES AND DETAILS ® lunurr VAULT' RENTON GATEWAY CENTER SW 1/4 SECTION 07, TWP. 23 N., RGE. 5 E., W.M 612 -2 -CPS OIL WATER SEPARATOR PROJECTED PLATE AREA =1,776 Sglft MAXIMUM PROCESS FLOW = 630 GPM 12' -11" UV Co. 2 -332P, Galvonized UV Co. 2436P, Golvonized Desmond Plate Cover Dmrrmond Plate Cover places ne S T 4 Places 1, Top Section PLAN VIEW Oil Retalninq TOP ELEVATION Set c 'n9 Memo /OP IONO TOPS H Id D wfA 2'-7' d -7 Heights INLET I.E. OUTLET I.E. INLET g PIPE 'W ith So 3y Ciharr _ p sediment weir Uftl q Iron Coalpsdn, Metlia 2 Each End, 2 Ends SECTION AA STRUCTURAL NOTES: 1. Concrete: 28 Da Compressive Strength YC= 4500 psi Boboc ASTM A -615 Grove 60 3. Mash: ASTM A -185 Credit 65 4. Design ACI- 318 -02, Buildn0 Code ASTM C -857 Minimum Structural D.r,n Loodinp For Underground Precast Concrete Utility Structures" 5. Loads: H -20 Truck 'Wheel el 307.. Import Per PASHTO GENERAL NOTES'. 1. AI Baffles ontl Weirs To Be Precast Concrete 2, Static Water Depth = 4' -0" 3, Contractor Ge Supply ontl Install AT Piping & S.,rUin9 Leon, Grout In All Pipes Fill With Clean Water Prior To "Start -Up Of System Verify At BLoc6 ut SMes ontl Locations SCALE: 1/4" = 1' -0" ton, uvauburn.com NOTES 1. No steps ore regtiretl when neigh[ Is 4 Of too. BASE THICKNESS 2. LD BASE"RBNFORCING S EFL I ^' /R IN EApI OIRECEpi INiEQ4AL 0 0 o a WIMAE IMO AND CDVEA 24' 0 0 o x - 427 2s' moxlmum. Provide A 1.5' mMlmum gap between iXCNAq .rA451REXT EECnIX1 NatwO fnX,4nIMST Sente 0.19 the knockout wolf and the ootlid. o1 the pipe. After the 5" Be omit is init.R.d, fill the gap with pint mortar in accordance 6 e � SMO ON 5. Manholes proof to and greater than,20 -lest deep sholl have 60" 12" o "SURETRACT" climhin9 and fail proBOvere station installed. 03 64 ". B" 12" m O_ 9fi' 60" -96^ 8 12 84 � Q 0 M Q he M a U } m i w I Z TOP SECTION NO.612CPS -T 9,910 Be. outlet Pipe With Samv "Y -OUTLET PIPE TO Tres' I 612 -2 -CPS OIL WATER SEPARATOR Projected Plate Area = 1,776 Sq/ft Maximum Process Flow se 830 GPM BASE ASSEMBLY No. 612 2- CPS-B- 25,790 lbs. 12 11" Facet® Coalescing Pack J t0R DETARS, SEE gEYERSE SIDE » vans shwmare OiNbet IDchenge W4naot Name k :ue Weela..11 Whe K toy \ I / INLET PIPE With Sompllno Tee By Others A 98S2Poeotlo step r..'. STORM /TESC NOTES AND DETAILS ® lunurr VAULT' RENTON GATEWAY CENTER SW 1/4 SECTION 07, TWP. 23 N., RGE. 5 E., W.M 612 -2 -CPS OIL WATER SEPARATOR PROJECTED PLATE AREA =1,776 Sglft MAXIMUM PROCESS FLOW = 630 GPM 12' -11" UV Co. 2 -332P, Galvonized UV Co. 2436P, Golvonized Desmond Plate Cover Dmrrmond Plate Cover places ne S T 4 Places 1, Top Section PLAN VIEW Oil Retalninq TOP ELEVATION Set c 'n9 Memo /OP IONO TOPS H Id D wfA 2'-7' d -7 Heights INLET I.E. OUTLET I.E. INLET g PIPE 'W ith So 3y Ciharr _ p sediment weir Uftl q Iron Coalpsdn, Metlia 2 Each End, 2 Ends SECTION AA STRUCTURAL NOTES: 1. Concrete: 28 Da Compressive Strength YC= 4500 psi Boboc ASTM A -615 Grove 60 3. Mash: ASTM A -185 Credit 65 4. Design ACI- 318 -02, Buildn0 Code ASTM C -857 Minimum Structural D.r,n Loodinp For Underground Precast Concrete Utility Structures" 5. Loads: H -20 Truck 'Wheel el 307.. Import Per PASHTO GENERAL NOTES'. 1. AI Baffles ontl Weirs To Be Precast Concrete 2, Static Water Depth = 4' -0" 3, Contractor Ge Supply ontl Install AT Piping & S.,rUin9 Leon, Grout In All Pipes Fill With Clean Water Prior To "Start -Up Of System Verify At BLoc6 ut SMes ontl Locations SCALE: 1/4" = 1' -0" ton, uvauburn.com u' SO ea' Ir W OR 3 , ® MCRIAR (TYP.) SRPS M� .a,; tAwES I I I 1 CASTI TE BASE / PRECAST VL BASE 30PARA PLACE PRECAST AL B RISER r'T ONO SEPARATE BASE PRECAST stE¢ CATCH. BASIN DIMENSIONS NOTES 1. No steps ore regtiretl when neigh[ Is 4 Of too. BASE THICKNESS 2. The bottom Of be precast catch basin may be eloped m BASE"RBNFORCING S EFL I ^' /R IN EApI OIRECEpi INiEQ4AL facilitate loaning. 1..... INb VA4ID tlUIE 3. frame and Grate may be installed with Mange down m WIMAE IMO AND CDVEA 24' cost into adNele ant section, ie➢ 4. Knockouts Uoll have a wad thkkness of r Mnimem to - 427 2s' moxlmum. Provide A 1.5' mMlmum gap between iXCNAq .rA451REXT EECnIX1 NatwO fnX,4nIMST Sente 0.19 the knockout wolf and the ootlid. o1 the pipe. After the 5" Be omit is init.R.d, fill the gap with pint mortar in accordance 36" 0.25 with Std Spec. 9 -04,1 SMO ON 5. Manholes proof to and greater than,20 -lest deep sholl have 60" 12" o "SURETRACT" climhin9 and fail proBOvere station installed. u' SO ea' Ir W OR 3 , ® MCRIAR (TYP.) SRPS M� .a,; tAwES I I I 1 CASTI TE BASE / PRECAST VL BASE 30PARA PLACE PRECAST AL B RISER r'T ONO SEPARATE BASE PRECAST stE¢ CATCH. BASIN DIMENSIONS CATCH DIAMETER BASIN WALL THICKNESS BASE THICKNESS MAXIMUM NOOC2KE U MINIMUM DISTANCE BETWEEN • U BASE"RBNFORCING S EFL I ^' /R IN EApI OIRECEpi INiEQ4AL SEPARAIE� 4e• 4 6 - „ 24' 0.15 0.23 sa^ 30•• - 427 36• 0.19 0.19 60•. 5" Be 8" 36" 0.25 0.25 72- 6" 8" 60" 12" 0.24 03 64 ". B" 12" 72„ 12" 9fi' 60" -96^ 8 12 84 12" PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAME BASIN DIAMETER O.YCREtE ALL METAL CREEP O SOLID WALL pVCG P OFlLE WALL PVC tD 49' 24' 30' 24- 27• 30•• Sa' 30" 36• 30" 27• 36" 60' 36' 42' 36" 36" 42" 72• 42' 54• 42' 36" 48" 84' 54" 60• 54" 36- GS" 9fi' 60" 72' 60" 36' SS" M CATCH BASIN TYPE 2 O (C(ORRUGATED POLVET(H)))).ENE STORM SEWER PIPE (Std Spec. 9- 05.201 ADOPTED Q(Std, Spac. 9- D^v.i2(2JJ ' A C OF RENTON STANDARD PLANS LA ST DATE: W" 20 SP PAGE B027 OVERFLOW BYPASS Tee J BE LAROEfi NFORMATION NEEDED: Tap Of Separator E1lvatiom 24,05, LA olPy cize: IOriot l -atop: ot ��iPe Sze: Oct et Pipe ElevoUor: BASIC DESIGN INFORMATION: INFLUENT CHARACTERISTICS: Oil Specific Gravity: 0.88 Operatir�9 Temperature: 50' influent bn Concentmt.N 100 ppm Mean oil Droplet Size. 130 Micron. 0.033 fy Deslgne Oil Per Rate Washington State Department Of Ecology 1009 FLOW EFFLUENT COLLECTED RATE QUALITY SIZE 43B GPM 10 ppm 60 Weran v 34" RIM =23.43 CB #12 SPLIT FLOW STRUCTURE (TYPE1 W /SOLID LOCKING LID) SCALE NOT TO RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Dote IN FRAME EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GRATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED OF MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONG WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. GRATE FILTERED WATER CROSS SECTION NOT TO SCALE A. = TRIM G50TFXTILE - OVERFLOW BYPASS SEDIMENT AND DEBRIS NOTES t. PERFORM MAINTENANCE IN ACCORDANCE NTH STANDARD SPECIFICATION 5-01.3(15). 2. SIZE THE BELOW GRATE INLET DEVICE (BGID) FOR THE STORM WATER STRUCTURE R WILL SERVICE. 3. THE BGID SHALL HAVE A SUILT•IN HIGH•FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 4, THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHOUT SPILLING THE COLLECTED MATERIAL ISOMETRIC VIEW NOT TO SCALE S=355002 0"�� Aor X02 4 DESIGNED t DRAWN ANG EN G CHECKED EM ss BIATEOR �j%(1� WASMHOMX U Q EpISRpED VJIDS A4CMIIE aW CE FIGGIE NO. W{ 9//P/210 STORM DRAIN INLET PROTECTION STANDARD PLAN 1 -7 SWEET 1 OF 1 SHEET CITY OF RENTON 0rEPAR_rMEN_r OF PUBLIC WORKS STORM /TESC NOTES AND DETAILS DATE APPROVED DIRECMR a1 RUBIR C(�: R-35:aoaro [FILE NO. FIELD BOOK SHEET C7 -3550 0� d 3 0 a I c R tv a N d x w 0 a 0_ t< w XI W AF CE O so N 0 N E n 0 0 3 0 N N o 13 C On i Or N in °o O C. C. CID LO N T /z W 0 DEVELOPER PROFUGHT AVIATION, INC. ' 243 W. PERIMETER ROAD pF W S// RENTON, WA 98055 (425) 228 -9510 o CONTACT: BERNIE OR DIANE PAHOLKE A ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 672 44e 1 18215 72ND AVENUE SOUTH SiEQ GY0 ANAL EN KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CONTACT: DAN BALMELLI NOTES t. PERFORM MAINTENANCE IN ACCORDANCE NTH STANDARD SPECIFICATION 5-01.3(15). 2. SIZE THE BELOW GRATE INLET DEVICE (BGID) FOR THE STORM WATER STRUCTURE R WILL SERVICE. 3. THE BGID SHALL HAVE A SUILT•IN HIGH•FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 4, THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHOUT SPILLING THE COLLECTED MATERIAL ISOMETRIC VIEW NOT TO SCALE S=355002 0"�� Aor X02 4 DESIGNED t DRAWN ANG EN G CHECKED EM ss BIATEOR �j%(1� WASMHOMX U Q EpISRpED VJIDS A4CMIIE aW CE FIGGIE NO. W{ 9//P/210 STORM DRAIN INLET PROTECTION STANDARD PLAN 1 -7 SWEET 1 OF 1 SHEET CITY OF RENTON 0rEPAR_rMEN_r OF PUBLIC WORKS STORM /TESC NOTES AND DETAILS DATE APPROVED DIRECMR a1 RUBIR C(�: R-35:aoaro [FILE NO. FIELD BOOK SHEET C7 -3550 0� d 3 0 a I c R tv a N d x w 0 a 0_ t< w XI W AF CE O so N 0 N E n 0 0 3 0 N N o 13 C On i Or N in °o O C. C. CID LO N T /z W 0 I a N N I a a EL �mW 0 m: I- � Z 19 3�QtiW N V � Z � �•-� Z W o 3 wcc ct N S $a o � �Y p Yg B o b Y YmY Y Y D O O o o o 2 O N �Q=u N O' a CL r a R ¢ rc *171-1 O z ASBUIL T WATER AND SEWER PLAN RENTON GATEWAY CENTER SW 1/4 SECTION 07, TWP. 23 N., RGE. 5 E., W.M. NN —' — F1pIN1EF1 A�NUE NOFtTM — — —' W,- ---_- — w — - -_ __ -_ _ � I � _ ROPOSED SEWER INTO EXISTING PUMP FOR 710 BUILDING (CONTRACTOR TO EXTEND SUMP W -' _ _ . - - -- TO ELEVATION 15.25± AND RESET PUMP AS - -- t NEEDED) (RENTON AIRPORT M &O COMPLETED _ - - -- ' EXISTING 3" SEWER — - _ MAINTENANCE AND CLEANING WORK IN SUMMER OF - --------- - _ _ -_" -' i FORCE MAIN 09) / - -- - I CATCH BASIN O POWER POLE --------- RIM = 22A6 12" CONE NW = 19.38 W/CROSSARMS _ —FO -- -FO-- � ----------- ------- -' POWER POLE 12" GOING SE = 19.01 FO -- — —: F - W CROSSARMS — -- -- � = - � IXIST11�S9 -FO -- " 1NSj - EXISTING ___�-- ' ---"-- N_ _, = "' EXISTING BOEING CATCH BASI)J 1 — FO -FIR7= HYDRANT _ _______ _ _ __ 1 Y19TF.�.kN TON — RIM - 24.0 BUI NOM OFp -- F]S THE. CRY OF REN _ -- SUBSTATION TO BE CATCH BASIN - 2287 BUILDING Fp- IT ___ - - -- _ _ REMOVED BY BOEING RIM = 25.11 12" CONC v� - - O jWITF$ ABOVE - - - 12" CONC E = 221 1 (DOES NO��Tgj9NEGT -TO rrJ _ - -- _ - -------- - _ INSTALL• (DOES NOT CONNECT TO FO-- _ - - __ - -- CONCRETE -- NEW 7' BLACK VINYL _ I- COATED CHAIN LINK STORM MANHOLE BARRIER _ g � _ FENCE W/ THREE ISTING FIRE (96" DIA) _ -FO- POWER OI E _�______ON _ ------ . STRANDS OF BARB WIRE HYDRANT RIM = 25.54FO POLE CRY OF RENT - " -- E�RE001�0 TL8 __ gY'.TH j %_" T ACCESSIBLE _ _- MA1 INSTPV' 1,00p822 '-- EX.12 ".WATE - 7X5 — RCB -__ X --- -cDHi. _FO -' Es - - - - x _ _ - - N - X C PW - G C c _ AS —vA.� -- _ - - - - _.� -'� - ----- _ABAN W 6C CITI' FENCED -0 �� o IX. POWER INST I I! \N 9'F MANHOLE TO BE HIGH aLi REMOVED BY o / THE RT 1 I I 1 f vv -1 � = -V -- F - W - -E w -- W -ET -- "N °WA F LINK 0- T I I CHAIN FENCE '� G ' I T -41 I T -31 I T- ZIIIIIIT -1 I L J L 0 SG o SG SG h o SG 6 „CI x X _� X X '! o Po _o - CONTRACTOR TO LOCATE EX. 0 0 a Q `o 3 CONNECT WITH 7 LF 8" DI W E­4 NWN W a' rn - NOTE c v 'S m a IX. OVERHEAD UTIUTIES ° c FO- - - FO_ TO BE UNDERGROUNDED FL S $a o � �Y p Yg B o b Y YmY Y Y D O O o o o 2 O N �Q=u N O' a CL r a R ¢ rc *171-1 O z ASBUIL T WATER AND SEWER PLAN RENTON GATEWAY CENTER SW 1/4 SECTION 07, TWP. 23 N., RGE. 5 E., W.M. NN —' — F1pIN1EF1 A�NUE NOFtTM — — —' W,- ---_- — w — - -_ __ -_ _ � I � _ ROPOSED SEWER INTO EXISTING PUMP FOR 710 BUILDING (CONTRACTOR TO EXTEND SUMP W -' _ _ . - - -- TO ELEVATION 15.25± AND RESET PUMP AS - -- t NEEDED) (RENTON AIRPORT M &O COMPLETED _ - - -- ' EXISTING 3" SEWER — - _ MAINTENANCE AND CLEANING WORK IN SUMMER OF - --------- - _ _ -_" -' i FORCE MAIN 09) / - -- - I CATCH BASIN O POWER POLE --------- RIM = 22A6 12" CONE NW = 19.38 W/CROSSARMS _ —FO -- -FO-- � ----------- ------- -' POWER POLE 12" GOING SE = 19.01 FO -- — —: F - W CROSSARMS — -- -- � = - � IXIST11�S9 -FO -- " 1NSj - EXISTING ___�-- ' ---"-- N_ _, = "' EXISTING BOEING CATCH BASI)J 1 — FO -FIR7= HYDRANT _ _______ _ _ __ 1 Y19TF.�.kN TON — RIM - 24.0 BUI NOM OFp -- F]S THE. CRY OF REN _ -- SUBSTATION TO BE CATCH BASIN - 2287 BUILDING Fp- IT ___ - - -- _ _ REMOVED BY BOEING RIM = 25.11 12" CONC v� - - O jWITF$ ABOVE - - - 12" CONC E = 221 1 (DOES NO��Tgj9NEGT -TO rrJ _ - -- _ - -------- - _ INSTALL• (DOES NOT CONNECT TO FO-- _ - - __ - -- CONCRETE -- NEW 7' BLACK VINYL _ I- COATED CHAIN LINK STORM MANHOLE BARRIER _ g � _ FENCE W/ THREE ISTING FIRE (96" DIA) _ -FO- POWER OI E _�______ON _ ------ . STRANDS OF BARB WIRE HYDRANT RIM = 25.54FO POLE CRY OF RENT - " -- E�RE001�0 TL8 __ gY'.TH j %_" T ACCESSIBLE _ _- MA1 INSTPV' 1,00p822 '-- EX.12 ".WATE - 7X5 — RCB -__ X --- -cDHi. _FO -' Es - - - - x _ _ - - N - X C PW - G C c _ AS —vA.� -- _ - - - - _.� -'� - ----- _ABAN W 6C CITI' FENCED -0 �� o IX. POWER INST I I! \N 9'F MANHOLE TO BE HIGH aLi REMOVED BY o / THE RT 1 I I 1 f vv -1 � = -V -- F - W - -E w -- W -ET -- "N °WA F LINK 0- T I I CHAIN FENCE '� G ' I T -41 I T -31 I T- ZIIIIIIT -1 I L J L 0 SG o SG SG h o SG 6 „CI x X _� X X '! o Po _o - CONTRACTOR TO LOCATE EX. 8” WATER STUB AND CONNECT WITH 7 LF 8" DI W - NOTE _ Fo- IX. OVERHEAD UTIUTIES GAS AND POWER SERVICE TO BE EXTENDED TO THE FO- - - FO_ TO BE UNDERGROUNDED STORM MANHOLE SITE FROM THE NORTH _ - -FO -- SY THE CITY OF RENTON (96" DIA) -Fp - -- Bg4M RIM = 24.87 -_- -- _ L7EPARTMENT OP PUBLIC WORKS LADDER REQUIRED ____FO -FO _ _ NOT ACCESSIBLE FO --- �GHgV� - - -- AS9UCT WATER _ a® / ��D® TO CRY STANDARDS oP� y ip o - TILE � _ --FO --r EXISTING AND SEWER PLAN ,[ FIRE HYDRANT - - HH TILE �MM1 _- - _ __ - __- - _ ----- ` I - _ APPROXIMATE LOCATION OF PROPOSED 12" WATER MAIN EXTENSION FSE 1 ` CPro BY THE CITY OF RENTON i I BSIANIH� P <' PU CONNECT TO EX. 8" WATER STUB O CD O ° wycRO55A M5 INSTALL NEW 1 Y2" DOMESTIC O�O ABAN WATER METER W/ 2" SERVICE LINE O O - -- W---F- 6 O AND 2" RPBA IN ABOVE GROUND W - - O O -6" ATE VALVE FLxMJ ( ) J-8 — "HOT BOX" BEHIND WATER METER - -a - - -' _�'= k =— ABAN \7 LF 6 DI SPOOL ASSY. PER C.O.R. STDS _ - o - C. ONCRET - QGG - -.1N- t-- -" =NTH Iii - E 0 AIL SHEET �' °OWER O "' RIM =�' DDCVA I B�- ERA 52 LF 8" FIRE SPRINKLER LINE SERVICE )CATED INSIDE 'BUILDING TO I I s, . l o =- SSCO (TYP._ _ ARIL .TZ750 ° LOCATE GAS, POWER AND - 4r IE OF S85'230-3 -- _ GRAVEL I -- I/ w p E °� p TELEPHONE CONNECTIONS IN O w POWER 21.41 - _ .�.______— t —;-'—� WATER L1NE. �. - pp ° I �. INET - I IFPTIS' -IRPPR IMA38A�_OfAIiOP}. ---'- -- c MANHOLE - - �I 1 • 1 , I ABANDONED BY ° II _ SSEO TYPJ_ - -- __ 9,%I _ ..- + -- E . SSCD (jYE AIRPORT p o z . s 2 PxPa r E __ - 1•+-C ` Li-17.1- p �+ I - INTERNAL BU INd SEkR - _ LLG T eppR DppIN - IE .5± 'I �- =- E - - -- UTC i -_ __ .. I - L• _�_ -DIL /WAT I - � PR00,OS - - b ° UNE 0 I.Q% }1E6�- _ 1 - VW 23.2 W �g E -SSCIO (GR) to INdERNAI B�L DING SEWER II ( 125 tF 6 PVC I �' N' 110T LIGHT- ��.1y -S� IW I -o _ - _ 23 - E- p 2 2' 3 2' ® POWER CABINET I o' SSCO TY9. - I - SIDE SEWER Ik 1.08 ° ABA,- Jll`"T..L -0 Wo - FLOOR D INI° _ p I o NOTM F=74419� _ I LINE ®1.08 (BY THERS) ( I _ _ --1- I W gR RMNI _- - - p IIwArER iauLT. I ° _ _..Fps 9. EX. POWER POLE TO BE ABA - p . p I AB AN -� q -- A_ _- 1 - - -..a -- °`�2CAPPED_ OR_DmIt E W - -- E - IE= 22.OSp ° ,p •POWER �CSBiN 4 • 16:n 1 ° O REMOVED BY AIRPORT ° _-,A IFL00�?�DR_.. - -_ 2.2 °x 3 b " .��.. a NII ^, . R11t7 =-2 ?. IE -20.85 t4 WATER �±:° •. d..po'A F 1 p O SEPARATE PLANS AND I FLV _ I IE =20.65 \_p ° °POW caeiaErS ° .IN . , pp11 PERMITS ARE REQUIRED BY I RIM =24.2 a5 -� 'e ' INTERNAL FLOOR BRAN. o ° p x LIZ 6. RENTON FIRE DEPARTMENT I F- 1E =2 8�TA v)AW IE =21.2 :oo >E ,caD S'; , n a.INE O 1.05 (LAY OTHERS) p - z1� ,�- I FOR INSTALLATION OF FIRE u: 3 ° T SSiafio p... °s/ ° ° - °o - Im 10 1 m SPRINKLER SYSTEM ° uG0 BT 1 5 I1 c9T . o PRO POSED 9MR NO POWER CABI S LINE ® 1.08 (BY OTHERS) AIRPORT ° � I 1m -STORY FB O ° Oil 2 o I BUILDING ° 4 6 0 _ EX. CONCRETE IaA_ v I o p ° o pm l I wl° p 2,100 SF INSTALLED BY I _ ° o ° ^p p a q o ° °. ° CITY '1 o / a p ° - - p. ° p -SG °. o n I\- WIATER MAIN .. 1 pa SG o / o I 1 .INSTALLED �Y - ° o o /A - - - - ° p _ °_ _ _ _ ° ° S 3 5 5 0 0 3 ' CITY o - 24' BROKEN DOUBLE WHITE 5 _IPE - p - - e _ ° _ p U ° _ 1 o ° _ a O v � °- ° p � al _ ° lt�-A / - - p BROKEN SINGLE WHITE STRIPE _ ECCE o v ° o c ° mo --------------- EMEN p ° - -- _ -_ I - ° A______ _ -��- P - - — — - - - � - - --- W1 FAFE LE °-. - 5� S °--------- _ _cnTCH BASIN 04' "E - - -� __ RIM = 25.00 C 12" CONC NW = 18.95 O 12" GONG SE = 18.95 / RIDGE LINE - +o - = GAP- 2 -4�„ o E2 6 6261 IE ='999 (NE) / FIRE FOR APPROVAL MAIN BY BY y 2S` By ENGINEER: BARGRAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CONTACT: DAN BALMELLI ° U ys G`r7NG ENG \NNRc DRAWN CP Dxm 6/24/09 FILE NO. cl¢CKED DKB SCALE 1 " =30' F6n BOOK— PAGE_ APPROVED owcctta ov weuc wwcs 81fff OP I I I x w 0 a a a 0 _I 0 _I 0 a 0 N n m 0 ° rn 3 v i I y N N i y i e 0 O 0 i a; Co N_ O Z m 0 W m ° — — CITY OF RENTON _ DEVELOPER: Bg4M 243 FWG PERIMETER R AD L7EPARTMENT OP PUBLIC WORKS - - -- -� OF wA5 H7 RENTON, WA 98055 �GHgV� AS9UCT WATER _ a® / ��D® TO CRY STANDARDS oP� y ip o - (425) 22e -951 o CONTACT: BERNIE OR DIANE PAHOLKE P t� Q% t AND SEWER PLAN / FIRE FOR APPROVAL MAIN BY BY y 2S` By ENGINEER: BARGRAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CONTACT: DAN BALMELLI ° U ys G`r7NG ENG \NNRc DRAWN CP Dxm 6/24/09 FILE NO. cl¢CKED DKB SCALE 1 " =30' F6n BOOK— PAGE_ APPROVED owcctta ov weuc wwcs 81fff OP I I I x w 0 a a a 0 _I 0 _I 0 a 0 N n m 0 ° rn 3 v i I y N N i y i e 0 O 0 i a; Co N_ O Z m 0 W m