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Home My WebLink AboutS-274003t- cn N I CL IZ a_ ___j m I W a« u o 4 o 0 of E..4 ; Y Z 73 L a a v Z E -,E a c°4 4F, a rn d 8 Q- a f� o I �b E m� 'r -20' 0 10 20 40 25' STORM AND I PER ''"OAKSOALE I BUSINESS PARK I I SSMH #1 BY OTHERS I STA 0 +00 00 I CONNECT TO SSMH WVERT EL-10.40 I I I I I / I \ I -�iJ AS-BUILT PLAN ®' CALL BEFORE YOU DIGS ff`1ffv�5`fff 1 -800 -424 -5555 1 , {{ I UTILITY NOTES SECONDARY POWER SERVICE TO BUILDING METER TELEPHONE SERVICE TO BUILDING(S) F �--C _ _ W �EXX WA (W{L�SOQB) W SEE ELECT. SERVICE FOR DETAILS. (2) 4' PVC SEE ELECT. SERVICE FOR DETAINS. (1) 4' PJC € I TO E OFF CONDUIT WITH PULL WIRE. C.C. TO COORDINATE CONDUIT WITH PULL WIRE.'G.C. TO COORDINATE 320. r DI I AYE 11. ABANDONED UTILITY LINES LOCATED ON -SITE SHALL BE REMOVED AND PLUGGED WITH AND VERIFY REQUIREMENTS WITH PUGET SOUND AND VERIFY REQUIREMENTS WITFI US. WEST �R_ I CONCRETE OR WOOD (T20 COATED) AT PROPERTY LINES TO CITY REQUIREMENTS. ENERGY. (TYPICAL OF 2 SERVICES) A -36 LF 6' PVC SIDE SEWER STA. 1 +50.28 SDR 35 O 2.0% MIN. CLEAN OUT RAY- -c 6* 2145 MATCH FINISH AOE N i I I I I I I I I SCI � I I I I I I I I I i I 1 I I WSTA. 1 +: (TIOEFLEX) PER DETAIL SHT. 7 IE -13.45 STA 0+36 R91 -443± -2418 AE Icifi(E � FUTURE RETAIL NOT A PART OF THIS PERMIT FF -23.30 4 - = = a 6' STUB FOR FTITUI CAR WASH IE =18.70 I r� IL - - - - II a II u u U 11 IL - - -- II 4 Ir II u II STA 7 +37, LT 41 . - 1 -1/2' WATER MffE 2- SERVICE TO L.T'ND BACKFLOW DEVICEAA- METER ON PRNAT F I 4 - Ir -- EX. cDiaC` s61 z o- - -- - -- ----------- ----------- - --inr-------- to 7 +00 wrR -j7 -2'60 ww�l. ='.a7io 05/03/1999 10.29 Scale: 1 =20 brlanw Xrefs: Z677 7T, Z67 77S, Z6 777B,Z6777- T,Z6777ASB,94333FP, STORE �T3T3i - y I T P.O.C. ED TO BE EXIST. OVERHEAD POWER P(OH) FF -23.32 REFER TO ARCHCTLW., EXISTING STORM DRAIN = _ _ _. -. _ _ - SD _ a - x I • -: "PLUMBING AND DRAWINGS -. - E Co - --- - - - --- ------ - - - - -- - ( FOR ADDITIONAL INFOR"'I o I EXISTING WATER W T , I EXISTING SAN. SEWER I i F7 - _ - _ • � ( �� 12 +� w PPROPV POSED ASPHALT - - -- (- -r = E; rr J -Fr X T! 0 PROPOSED HEAVY DUN _ - - - �I +" _ • r HUT- VALVE r I III ASPHALT PAVEMENT z' Y CLOSED) LLL uj uj II I ! J CB/3 i 6_p I I ( )[ PROPOSED CONCRETE7- `� r I E N( Q O ij _ PROPOSED _ SAiNiTARY SEWER PROPOSED WATER } II I PROPOSED STORM DRAIN - JD ttt t � I Fs SSMH �.,. PROPOSED SAN. SEWER CLFANOUT •CO 11 z • _ II / IE- 3.OU(W) I i a y3 •` 1.i 3E 310(17 II zr 1 .. p y:I -. • 7�fj 3.10(E) I PROPOSED GAS G - -- --a,. •' 4d�t /(�'6' I {II{ �' 2i-7 C01-011 6 "PVC ;l=j -� �m I I(II I I _ EXISTING GAS G CL 50 .tl -C (38{11 ,SDR 35!°g9f r' j /-EX. SSMH m 17174 C6146 G _�. I IE =2.82(N) I I } ,.€ p� SWALEP _ -__ - _ ! IE 2.87('W) - - -� JI DETAIL 4 - - I Z J (I D THE EXISTING WATER MAIN SHOWN IS APPROXIMATE, BASED ON II •` ,T°_ LL k� I iJ FIELD SURVEYS AND 'AS- BUILT' RECORDS. THE GENERAL CONTRACTOR - •a - _I SHALL 'POTHOLE" THE EXISTING WATER MAIN PIPE TO VERIFY - - II'� �� THE DIAMETER AND LOCATION (INCL. ELEVATIONS) PRIOR TO '( }� ' CONSTRUCTION. ANY DISCREPANCIES IN THE LOCATION OF THE lJllll EXISTING PIPE OR INCOMPATIBILITY OF THE DESIGN SHALL BE _ `� • -� u" - 1+ BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNERS REPRESENTNE, 71 c - _ - -- ExCB AND BARGHAUSEN CONSULTING ENGINEERS (425- 251 - 6222). II .'� . _ • - .. RIM [2 42 ,r 54? 1 - cowC E) UTLfTY CONFLICT NOTE1 X 1+i•• k VAULT CALrnm (l 1 _ THE CONTRACTOR SHALL . BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH t I, 7•, I OF ALL EXISTING UTIILMES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOUNG THE e ��JJJ I j ! ` f 1 j l UnU TIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. uul.; -9, R v TV III / ' i, THIS SFWl INCLUDE CALLING UTILITY LOCATE 0 1- 800 - 424 -5555 AND THEN POTHOLWC •a "g�z „ } _ DtN,SH ,DEN; �Fx C6 `i NI. OF 1HE EXISDNC MLITIES AT LOCATIONS OF NEW URLIIY' CROSSINGS TC PHYSICALLY x �r' - •i "¢ - ' F. RJ.1 =_2 77 \ I VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE GRADE }. PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO YARWTIOi. iE- 1637(12' CUtJ;_ w) Ii IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN EX. JEL MFi I \� jE- /6.I7(t= CMP L) , ENGINEERS. INC. TO RESOLVE ALL PROBLEMS Pfl10R TO PROCEEDING WITH SEE CHTTUNCT `\; '� Sc .•-PAx i •�\ CONSTRUCTIONENI N 52.48'50" W 289.5'0' PLANS �`_, .., i -- EX SDMH Ei- FIRE HYDRANT ' Ir I ar 1 I \\\f RIM 2:.91 X. POWER VAULT t- a�°.® •?IGtN .. - . �-� / � v J % \ IIEE 1? 1.8?1L48" ' GCMP G NS) CMP E) J W ASG y1(36 , R 6B --T SAW CIlT AND TRENCH PATCH S.W. 43rd STREET E,.. r5 „ \� EX. BAP.. FREE t. R M S =,87 �> � PER CITY STD. SEE DETAIL SHT 7 RIM =24.64 1,/ ,I '.•� -CEO RAMP �• -EX. ssMH ,E- 5.67x,36° CuNC. W) i ® i S fssYO AI ____ '1 EX. 12' CL 52 IE- 23A0(6" IRON) - , '• ____I IE_`•87(36_CGNC E)_ --- - - - --- - -_t1 YLAT�R YA - -- I RIR ^�cc NAL E �CONNECT TO EXISTING WATER MAIN (W -0326) EXISTING FlRE HYDRANT ExllwnrER VALVE L.- 26O(P :E) i e:. 1 0.1 wArEt? (W -e32 EXPIRES 01-07 -as PER CITY STD. (TYP. OF 2 BY CITY) INSTALL - STORZ- ADfTOA N HIANHOLE sW) d) a' e � Q O 3 d) C C+ Co 5 'a ir V Co Z Co Co z a- 0- 2 tE 3 J a QZ c YQ O N Z w ZO Z O M N aN0 K _ ,a b m W N lal (cS1 m Y v U N sb u ,p w V 2 h J" s b , GQN RIM =23.77 „ % PRIMARY POWER SERVICE TO TFf�NS( ME PVC SEE ELECT. SERVICE FOR DETAILS CONDUIT WITH PULL WIRE G.C. i0 COORDINATE I CITY OF RENTON e +00 I! I t IEx. cD ; 2. UTILITY LINES MAY NOT BE COVERED UNTIL AFTER THEY HAVE BEEN TESTED AND APPROVED BY OWNER AND GOVERNING AGENCY. UPON COMPLETION OF THE BACKFILL OPERATIONS, THE UTILITY AND VERIFY REQUIREMENTS WTITa PUGET SOUND _ ^_4.Bt - IE= 10.97(36° CONC W) 70 +00 (E) I ,lu .3-1 II IE= 4.95(12° CONC W) i LINES SHALL BE RETESTED. J3055_00C' BY ENERGY• JOINT ACCESS EASEMENT II [! ASS(&T I!( IIE= 14.85(12° CMP E) HYDRANT MARKER,.po------- !P CffY STD. EXISTING FIRE HYDRANT INSTALL " STORZ' ADAPTOR _ 3. ALL UTILITY LINE EXCAVATION BEDDING AND BACKFILL MATERIALS, AND COMPACTION STA 2 +68.73 - _ - - ( SHALL BE PERFORMED IN ACCORDANCE WITH THE SOILS ENGINEER'S C, OIIT u • __ -REBDUMENWIONS AND THE GOVERNING AGENCY REQUIREMENTS. UTILITY LINES I '43' w RIM 22.5± \ G ADE FINISH � _ ; - - 1 � I) ico ' � 14. INCLUDE STORM DRAIN, WAT-Z, SEWER, IRRIGATION, ELECTRICAL, TELEPHONE, GAS, AND LANDSCAPE IRRIGATION LINES. ALL ONSITE WATER SERVICE SHALL BE COPPER TUBING CONFORMING TO ASTM B -88 °� N n_ `'•.'M' �. i I 27 IE- 14.87(1 -- r0kC L) (TYPE K'), ANNEALED. THE TUBING SHALL BE COUPLED USING FLARE TYPE COMPRESSION FITTINGS CONFORMING TO AWWA C800 (150 PSI WORKING PRESSURE). -a i'! - -- _ { 1E- 14.97(12° CONC W) ! 5. SANITARY SEWER PIPE (GRAVITY) SHALL. BE PVC (SDR 35) WITH FLEXIBLE GASKETED JOINTS -T' .. : -,'T _ _ I STA 3 +05 RT 35' I INYD. A CITY STD• sst. ; 6. PIPE JOINT TYPE SHALL BE RESTRAINED GASKET. MAXIMUM ALLOWABLE DEFLECTION AT EACH JOINT SHALL NOT EXCEED ONE -HALF OF 1 a • , `: I (1 8'x87x6' ,TEE(WXFL) 1 6' GV (WzFL) 117. THE MANUFACTURER'S RECOMMENDED PERMISSIBLE DEFLECTION. MINIMUM SLOPE FOR 6 -INCH SIDE SEWER SHALL BE 2 PERCENT. MIN. PIPE COVER 24 -. _ x • I' I II X13 8' W PLUG DETAIL SHT 7. I B. SEWER SERVICE SHALL INCLUDE DETECTION TAPE x k� P CONVENIENCE.. LEGEND STORE �T3T3i - y I T P.O.C. ED TO BE EXIST. OVERHEAD POWER P(OH) FF -23.32 REFER TO ARCHCTLW., EXISTING STORM DRAIN = _ _ _. -. _ _ - SD _ a - x I • -: "PLUMBING AND DRAWINGS -. - E Co - --- - - - --- ------ - - - - -- - ( FOR ADDITIONAL INFOR"'I o I EXISTING WATER W T , I EXISTING SAN. SEWER I i F7 - _ - _ • � ( �� 12 +� w PPROPV POSED ASPHALT - - -- (- -r = E; rr J -Fr X T! 0 PROPOSED HEAVY DUN _ - - - �I +" _ • r HUT- VALVE r I III ASPHALT PAVEMENT z' Y CLOSED) LLL uj uj II I ! J CB/3 i 6_p I I ( )[ PROPOSED CONCRETE7- `� r I E N( Q O ij _ PROPOSED _ SAiNiTARY SEWER PROPOSED WATER } II I PROPOSED STORM DRAIN - JD ttt t � I Fs SSMH �.,. PROPOSED SAN. SEWER CLFANOUT •CO 11 z • _ II / IE- 3.OU(W) I i a y3 •` 1.i 3E 310(17 II zr 1 .. p y:I -. • 7�fj 3.10(E) I PROPOSED GAS G - -- --a,. •' 4d�t /(�'6' I {II{ �' 2i-7 C01-011 6 "PVC ;l=j -� �m I I(II I I _ EXISTING GAS G CL 50 .tl -C (38{11 ,SDR 35!°g9f r' j /-EX. SSMH m 17174 C6146 G _�. I IE =2.82(N) I I } ,.€ p� SWALEP _ -__ - _ ! IE 2.87('W) - - -� JI DETAIL 4 - - I Z J (I D THE EXISTING WATER MAIN SHOWN IS APPROXIMATE, BASED ON II •` ,T°_ LL k� I iJ FIELD SURVEYS AND 'AS- BUILT' RECORDS. THE GENERAL CONTRACTOR - •a - _I SHALL 'POTHOLE" THE EXISTING WATER MAIN PIPE TO VERIFY - - II'� �� THE DIAMETER AND LOCATION (INCL. ELEVATIONS) PRIOR TO '( }� ' CONSTRUCTION. ANY DISCREPANCIES IN THE LOCATION OF THE lJllll EXISTING PIPE OR INCOMPATIBILITY OF THE DESIGN SHALL BE _ `� • -� u" - 1+ BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNERS REPRESENTNE, 71 c - _ - -- ExCB AND BARGHAUSEN CONSULTING ENGINEERS (425- 251 - 6222). II .'� . _ • - .. RIM [2 42 ,r 54? 1 - cowC E) UTLfTY CONFLICT NOTE1 X 1+i•• k VAULT CALrnm (l 1 _ THE CONTRACTOR SHALL . BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH t I, 7•, I OF ALL EXISTING UTIILMES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOUNG THE e ��JJJ I j ! ` f 1 j l UnU TIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. uul.; -9, R v TV III / ' i, THIS SFWl INCLUDE CALLING UTILITY LOCATE 0 1- 800 - 424 -5555 AND THEN POTHOLWC •a "g�z „ } _ DtN,SH ,DEN; �Fx C6 `i NI. OF 1HE EXISDNC MLITIES AT LOCATIONS OF NEW URLIIY' CROSSINGS TC PHYSICALLY x �r' - •i "¢ - ' F. RJ.1 =_2 77 \ I VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE GRADE }. PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO YARWTIOi. iE- 1637(12' CUtJ;_ w) Ii IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN EX. JEL MFi I \� jE- /6.I7(t= CMP L) , ENGINEERS. INC. TO RESOLVE ALL PROBLEMS Pfl10R TO PROCEEDING WITH SEE CHTTUNCT `\; '� Sc .•-PAx i •�\ CONSTRUCTIONENI N 52.48'50" W 289.5'0' PLANS �`_, .., i -- EX SDMH Ei- FIRE HYDRANT ' Ir I ar 1 I \\\f RIM 2:.91 X. POWER VAULT t- a�°.® •?IGtN .. - . �-� / � v J % \ IIEE 1? 1.8?1L48" ' GCMP G NS) CMP E) J W ASG y1(36 , R 6B --T SAW CIlT AND TRENCH PATCH S.W. 43rd STREET E,.. r5 „ \� EX. BAP.. FREE t. R M S =,87 �> � PER CITY STD. SEE DETAIL SHT 7 RIM =24.64 1,/ ,I '.•� -CEO RAMP �• -EX. ssMH ,E- 5.67x,36° CuNC. W) i ® i S fssYO AI ____ '1 EX. 12' CL 52 IE- 23A0(6" IRON) - , '• ____I IE_`•87(36_CGNC E)_ --- - - - --- - -_t1 YLAT�R YA - -- I RIR ^�cc NAL E �CONNECT TO EXISTING WATER MAIN (W -0326) EXISTING FlRE HYDRANT ExllwnrER VALVE L.- 26O(P :E) i e:. 1 0.1 wArEt? (W -e32 EXPIRES 01-07 -as PER CITY STD. (TYP. OF 2 BY CITY) INSTALL - STORZ- ADfTOA N HIANHOLE sW) d) a' e � Q O 3 d) C C+ Co 5 'a ir V Co Z Co Co z a- 0- 2 tE 3 J a QZ c YQ O N Z w ZO Z O M N aN0 K _ ,a b m W N lal (cS1 m Y v U N sb u ,p w V 2 h J" s b , GQN 2 AS -BUILT REVISIONS BW_ JG 4/29/99 DRAWN - DATE FILE No. 1 MISC. REVISIONS BW JG 7/20/98 CHECKED BCALE i" 20 FIELD B4 REVISION NO. RON BY APPR DATE APPROVED SFUETA A J(,�, ,Q,44y ) SCANNED OCT -81999 Vvwg�L #160 # 10 1 z O LLI U Id HJ I RIM =23.77 „ % _ CITY OF RENTON e +00 IE= i5.6t(t 2' CONC s 9 +00 II �," / - -Ex. scMH I0 +00 (N) - I - POTHOLE AND FIELD VERIFY DEPTH, LOCATION AND DIAMETER PRIOR_ - . TI 1'' � 1• ^_4.Bt - IE= 10.97(36° CONC W) 70 +00 (E) FOR APPROVAL BY DEPARTMENT OF PUBLIC WORKS TO CONSTRUCTION. SEE NOTE O _ _ IE= 1o.7t(s4- CONC E7 BY UTILITY PLAN u II N ASS(&T BY 7 -11 SW 43rd STREET AND OAKESDALE - DESKV&D - 2 AS -BUILT REVISIONS BW_ JG 4/29/99 DRAWN - DATE FILE No. 1 MISC. REVISIONS BW JG 7/20/98 CHECKED BCALE i" 20 FIELD B4 REVISION NO. RON BY APPR DATE APPROVED SFUETA A J(,�, ,Q,44y ) SCANNED OCT -81999 Vvwg�L #160 # 10 1 z O LLI U Id HJ I