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HomeMy WebLinkAboutzS-2856SetI A PORTION SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. o I 0 U a i IL W W a U w Ill a) a W � 6 I AD LL Z 00 3v Q Z v �w �a a U it a �o c v� •� d E oy a� IN x 0 T 14 26.44 . 19TH S i- O,R C.J P. ORS oc f _ UN1 2 3. DISK I, - _ -,i n �t SONUM r ...,, ,t% I (2-24-9S"' - - - --- 1 �? - I f W IS !1 Z W I r1 W E rt�1 SSMH ., j., ® c RIM, ELEV 42,1 17 CSR CHNL = 409.70 8 'PvC N,S Y 1 I , I I I S f r S.• (' R. kl I!E tJOP �\ "'LV344 1 t i ao zl. 1. OUNJ G W P H _E / CONIC 1 ACF N5, _ ... I f: �I (5 L7 NOTES: 1. CONTRACTOR TO MAINTAIN 5' MINIMUM CLEARANCE FROM GAS MAIN TO ALL OTHER MAINLINE UTILITIES. 2. EXISTING UNDERGROUND UTILITIES IN DUVALL AVE. HAVE BEEN SHOWN FROM THE MOST CURRENT INFORMATION AVAILABLE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, SHOWN OR NOT, PRIOR TO BEGINNING CONSTRUCTION. w`^�p•s7 -?8t6 VEFii ICAL DATUM: CITY OF RENTON BENCHMARK: ORIGINATING BENCHMARK: CITY OF RENTON 'BM 1844' FOUND 2' I.P. FILLED WITH CONCRETE WITH TACK IN MON, CASE AT IN7X OF SUNSET BLVD. AND DUVALL AVE. S.E. ELEV.= 409.38 LOT 16 LOT 15 PAD -4255 PAD - 425.0; IE= 418.74 'E -416.9 6� -- SSMH No.8 (SHALLOW MH. 6 PVC SS TYPE B -54 "0) PER C.O.R. S= 0.0200 MIN. SID DETAIL B072 IE= 419.18 STA. 10 +05.00, 2.4' LT�" - RIM = 424.30 IE 6 "(NW) = 418.54 IE 6'(S) = 418.54 - -- IE 8 "(NE) = 418.44 - I - ;;- LOT 1 r�l j L - 7BM -A: SET CHISLED SQUARE AT N W. CORNER OF CONCRETE PAD UNDER POWER XFER ON N. SIDE OF N.E. 187H ST ELEV.= 423.48 IBM -B: TOP OF 'ESM" REBAR AT 'LOT 5" ON SOUTH PROP. W. ELEV- 424.28 LOT 14 LOT 13 PAD - 424.5 `•, PAD -424.5 IE= 418.36 IE= 418.10 1 IN SCALE: 1 " =30' 30 0 15 30 60 GRAPHIC SCALE JE=41B.57 \ I _ -LOT -12 PAD- 4245 N o� ssco N-0.1 RIM = 42a36 IE 8 "(S) = \417.93 , ` IE= 48.30 a IE= 417.50 I j ( ' Cn IE =18so LOT 4 LOT 9 , I > SSMH o 7 SHALLOW MH. PAD24.5 TYPE 54 ' 0 C.O.R. V PAD -4245 f ` \ SID. D TAIL 8072 IE= 417.31 \ SSMH No.6 (TYPE 11 -48 0) u STA. 7 7224, ZO' LT __ -\ STA. 7 +13.81, 3.8' LT. \ I Z RIM = 22.63 - I IE 8' _ _ ! •� I IE 8'(� NW)� 416.92 ' � IE 8 "(S = 17.18 IE 8-(NE) = 416.92 v 1 !I I LOT 2 ! LOT 3 IE 8 "(S) = 416.82 N! \ 75 !PAD -425.5 ;PAD -4249 VLOT 5 -° '� LOT 8 PAD -425.0 PAD -425.0 IE =417.06 \ \\\ IE= 417.25 1 I \ 1 - - - -- - - LOT 6, LOT 7 - FND. -, - 1. v ' 'P AD -425.® 0 r�a�Rt�e� NPAD - 42 5 _ � IE= 416.80 .1 y B? 1.46' E. 1k= 41q.99 MAY 6, 2001 Z z Ill co�g Q to n rn I a � III N � N N Lo cm x E5 w LL N o W t! m WZ SI vi W �; d rn 0 U 3 �C Q W Q W U Ir J W 30 W Ir W rj) IZ m Z 0) LL Z `'c ®0 zQ �e U `r a W � a, W a a v �c c° ,E C J ° FL 0 S �g =a LL� z O 7 OO 6 + ®® 5 +00 Nrwp -2 y -2811¢ C)+00 + ROLL # 168 SEE SHEET CO2 FOR STANDARD WATER /SANITARY NOTES. SEE SHEET C06 FOR STORM PROFILE INFORMATION. SEE SHEET C07 & C09 FOR PLAN INFORMATION. MAY 6, 2001 J Z IL a it L a 3 3 I 0 n I M a b N z o S D_ III Cv I a (o J d N K N N > V v r n am X N N LL °n N UJ W ro I�Inn NZN1� v tOC OD IN W CE CT IL W �JxWJQrn„ 1 _j CY z ULIJ z WDZ- N jr o 6L1 W 12 �W= m "t m �a. w W z_ ir w z !1t W 0 c-) LL 99043 PROJECT NO. JGC u DRAWN BY 05 -19 -00 ISSUE DATE 06 -22 -00 SHEET REVISION CHECKED FOR COMPLIANCE RECOMMENDED 9943SS02.DWG TO CITY STANDARDS FOR APPROVAL�� Date BY: Date BY. Date BY. ABOOnr. Cm u.16301eo PACIFIC E NIGINEERING DESIGN INC. o Civic ENGINEERING AN® PL�,NNONC CoNSWLTAN -r5 C t0 3ZW62 SCANNED OCT 2 F "N DUVALL : AV E NZ : R RIGHT -OF -WAY:: B BRIERE; CREEK N NOTCS" C�IJTERLINE , , ... , 1.. ALL SIDE SEWERS: ARE STATIONED FROM PRECEEDING DOWNSTREAM. - M MANHOLE STA.:10. +56.22, 10.0' RT. 2 2.: ALL: WATERMAIN TO BE DUCTILE FIELD VERIFY EXACT LOCATION. OF : 1 1 -8 "x6" TEE (MJxFL) I IRON CLASS 52 430 EX. WATERMAIN AND PROXIMITY OF W - - W /GONG BLKG. - _ - - - _ J. F! � " A - PACT TH " RO " PRI 70. FINISH- N077FY ENGINEER IF LESS THAN ONE 1 12 SD.:' P 14LF 6" DIP GRADE PRIOR TO EXCAVATION FOR 774E I INSTALLATION 425 - - - - = = - - - - - - _ __ - - - _ 4 425 12" SD 5 F IE -420 35 0 5 F ;P WR I 420' S �„ i i' 242 8" - -- - 420 STA.: iP +10.97., 10.0.' RT G :::D /P. 1YA: 2 232LF 8 ':PVC SS 4 CONNECT TO EX . .. S 00050 2 287LF 8 DP WA W W 1 =12 "x17 x$° TAPPING TEf MJxFL S SSMH No.8 {TYPE If 48 4) W = _ {MA ] {6 IN} - W 415 W W /GONG - -BLKG - - -- ( -4 L _ INV { 7RV 1474 { - STA Pr52 (6 ]Nj- 4 415 SEE 07L. TYPE 1 TEE I IE 6 {N,W) 41$.54 i SiA. } +�5 -(6" IN) S STA. 1 +04- (6 IN) i Z CONNECTION AT DUVALL AVENUE I . 4 06 :. I INV 0 MAIN- 417.80:: - it Z 410 _ _ 5-TA.-L; 16_(6_ IN)_ _j - - - -- -_- - =- -- - - - 1 INV. @ MAIN =418 36 - U 4 1 U 445 - I. � o - _ _ - -- -- - - - - - - 405 h ..� N :: 1 16 b : �. N.�NIA N N+�N N� 12 +00 11 +00 1 10 +00 9 9 +00 SCALE : HORIZONTAL 1': ° 20' ; VEF�TICAL NOTES= BRIERE; CREEK BRIERE PLAT R ALL SIDE, SEWERS " t STA. 8+14.21, 10.0 RT. F 1, A ' 3TA,:5 +62 24:0 R7 ] "x6 °. hIJxF . E.(- (MA Ft) ( 2' TE14fP.BCOW -4FE ASSM P _ W /GONG. BLKG. . .2. ALL WATERMAW TO BE: DUCTILE:: A AF7E'R: POLYPIGGINC PER C.O.R. 1-8- :GATE.VALVE (FLxMJ) I IRON CLASS 52 S SID. .DETAILS_BO94) . 1 6 ° ..: ... .. STA. 5 +62 5:0': RT. 43O - L 6 _ hL A "SSY_ __ , - _ - - + -- -. - GRADE PRIOR q- FXCRVA7]ON -FOR THE INSTALLATION-, ; - - D D- BLKG - - - _FC1GfA AVE N.E. _. STA 8 +:1421.:::. :::.. W/CONC. bLKG O OF THE W4TERMAIN. I " C SEE: DTL TfPE:2 CL TERL 1 W WATER !SYSTEM LOW PT SSMH N0.7 (TYPE Il- 48 °{a) ( (TYP) F C CONIVECTIOld AT SOUTH RROPERTY . 425 - USE:HYDRANT' P STA , 7 +72 24 2 O' LT L PROPOSED GRADE.. - 4 LINE, SHEET C11 $° DIP WA 12 SD :: I IE 8 SE 417.15- � �� f fl W E E =41857:: - -12" S SD i 1 12 SD, I IE =420 30: - 1%IP W . - - - ' 7 75iF. 6 QP _ �- - - 2 .. ' _ - - - . - 420 � 232L,F .. 8 DIP _7A - - - - Q ! : : i i8" PVC SS 6 8 . D 36LF 8' AVC $S . 749LF 8 PVC SS �O r B W � S 0 0050:: 5 52LF 8 PVC SS S S 0 0050 B' F S- 0.0100 415 - - 43LF $" DIP WA - 5= 0;0050 - - - - - - _ - LIIISTA 0 _ R RIM 4238}. 3 8' LT. = STA' 1 +24 6 IN S STA; EX SSMH IJoS TYPE 11 =48 °0 GNV ®MAIN - 417.34 _ fE 8" NW '- N ST4 :1 +26 (6 °; IN) S STA 0 +77 (6 ": IN) R STA. "5 +645" 5:0 LT J I IE .8 INV ® MAIN 416.7} INV. @r MAIN = 416.46 I IE 8 °(]VJ 476.07 410 S lE 8 (S) 416,82 I IE 8 "(S 415.97 8,1.ILT. I 1 STA. 7 +72.22, 10.6' RT. 4 STA. 0+25 :(6" IN) STA. 7+13.81'. 8 f-- I 1 =8 'x45' BEND(MJ); : FINISHED GRADE AT EX. GRADE AT I INN ® MAIN =476.19 Ill 8= 423.22 416.92, � S 4 _ 405 N N': ' ',� �: �:� m M 405 _ Nrwp -2 y -2811¢ C)+00 + ROLL # 168 SEE SHEET CO2 FOR STANDARD WATER /SANITARY NOTES. SEE SHEET C06 FOR STORM PROFILE INFORMATION. SEE SHEET C07 & C09 FOR PLAN INFORMATION. MAY 6, 2001 J Z IL a it L a 3 3 I 0 n I M a b N z o S D_ III Cv I a (o J d N K N N > V v r n am X N N LL °n N UJ W ro I�Inn NZN1� v tOC OD IN W CE CT IL W �JxWJQrn„ 1 _j CY z ULIJ z WDZ- N jr o 6L1 W 12 �W= m "t m �a. w W z_ ir w z !1t W 0 c-) LL 99043 PROJECT NO. JGC u DRAWN BY 05 -19 -00 ISSUE DATE 06 -22 -00 SHEET REVISION CHECKED FOR COMPLIANCE RECOMMENDED 9943SS02.DWG TO CITY STANDARDS FOR APPROVAL�� Date BY: Date BY. Date BY. ABOOnr. Cm u.16301eo PACIFIC E NIGINEERING DESIGN INC. o Civic ENGINEERING AN® PL�,NNONC CoNSWLTAN -r5 C t0 3ZW62 SCANNED OCT 2 F "N a 9 a I 2 -I A PORTION SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. Arc rEN SINGLE FAMILY VEFI I IC A:L DA MUM; CITY Or RENTON BENCHMARK: ORIGINATING BENCHMARK, CITY OF RENTON "BM 1844" FOUND 2" I.P. FILLED WITH CONCRETE WITH TACK IN MON. CASE AT INTX. OF SUNSET BLVD. AND DUVALL AVE. S.E. ELEV.=409.38 IQM -A: SET CHISLED SQUARE AT N.W. CORNER OF CONCRETE PAD UNDER POWER XFER ON N. SIDE OF N.E. 18TH ST. ELEV =423.48 TBM -B: TOP OF "ESM" REBAR AT "LOT 5 ON SOUTH PROP. LN. ELEV.= 424.28 Il SCALE: 1 "m30' 30 0 15 30 60 GRAPHIC SCALE - -- 425 422 424 '... r-- -- - - -- - - - - - - - - I IE= 418.57 \ �\ IOT i2 \ PAD -424.5 l LOT 14 LOT 13 �" _ _ .., SSCO No.1 LOT 16 PAD -426.0 PAD-425.5 PAD-4250' RIM 42336 PAD- 424.5 ` S ° IE 8 "(S) = '`.417.93 PAD-424B _ IE= 418.74 IE= 418.36 IE= 418.10 r - -- IE= 418.96 t = N IE -41 9.38 IE= 419.12 - � LOT �1 � -- -- -- PAL�±4224.5 ^t \ IE= 418.29, p k2 m SSMH No.9 (SHALLOW MH. - -- -54 PER C.O.R. 2 - TYPE B 0 E 4 ' �,. • a ., , i ° I • _ • � ' �� ' �" . � � I I .STD: DETAIL 8072 a• -" fix. - .. ' - _ RIM Fi942 416. S IF8 SW = 417.28 IE 6-(IN) )= 417.38 A : .1. PAD-4245, L I IE= 417.82 • -- - - i PVC SS Z Rc- I� +oz= 0.0100 " ----------- - - - - -- - - - - - -- IE= 417.50 Cn CA ! IE= 418.30 Q 1 _ SSMH No.B (SHALLOW MH. S= OV0200 MIN. IE= 418.60 LOT 4 3; LOT 9\ ao Z TYPE B -54'0) PER C.O.R. SSMH o.7 SHALLOW MH. PAD -424.5 N TYPE E-54-0)-PER-C.O.R. PAD-424.5,, a - - IE= 419:18 o a * I S�. 10 +05.00, 2.4' LT IE= 417.31 ( 1- 48`0) �... 11 p i STD. D TAIL 8072 SSMH No.6 (TYPE 1 'Aft ICA& _ s l RIM = �Y24.M 424.62 RIM = 423.09 - -- N Z } IE 6"(NW) #8c54a a. - STA. "7 72 -24, 2.0 1 STA. 7+1381, 3.8' LT. = IE 6-(S) 4iB 54 410,A IE 8" S B JE 8 "(NE _446 9Y 416 ro4 _ ll - w. " () (. OC h _ _ Ll_I IE 8 (NE) 410-10 44 LOT 2 ( ILOT 3 IE 8 (S) = 416.82 416. &d o: a PAD-424.0 ;LOT 5 LOT 8 LOT W PAD -425.5 r - a o� _z � a PAID-425.0 � �r f PAD -425.0 � LL1 1 x C!0 W - -- IE= 417.06 IE= 417.25 1 105603 -j • v Qr , I c� > LOT 7 y o °s o 0 s rr AD 425.0, L _ PLAD-4250 F NIL - IE= 416.80 P I = 416.99 a i " w YV Y } I •1 w'z S i cn W) NOTES: � 1. CONTRACTOR TO MAINTAIN 5' MINIMUM CLEARANCE FROM GAS MAIN TO ALL OTHER MAINLINE UTILITIES. 2. EXISTING UNDERGROUND UTILITIES IN DUVALL AVE. HAVE BEEN SHOWN FROM THE MOST CURRENT INFORMATION AVAILABLE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, SHOWN OR NOT, PRIOR TO BEGINNING CONSTRUCTION. Z w-p•27 -:8s8 REHSIONS: PER COMMENTS. 05-21-00 JGC BRIERE PLAT T c I e, K `. - .. CI (I ' ( I I - T '-p 6RIFRE PLAN " MIL I EX. SSMH Nos (TYPE 11 -48 '0) SINGLE FAMILY STA. 5+66.54, 5.0' LT IE 8" N _ S6 lA"ND RIM = 424. = ,416.07 8'O = 416.97 s27 /p I IE A50UILTSBY: CR ONES & ASSOCIATES LAND SURVEYORS LOCATIONS FOR OTHER UTILITIES WILL BE DESIGNED BY ALL WORK PERFORMED AND MATERIALS MAY2601 THEIR RESPECTIVE PURVEYORS. IN GENERAL, REQUIRED USED SHALL BE IN ACCORDANCE WITH UNDERGROUND CONDUIT AND PIPE, METERS, CITY OF RENTON "STANDARD PLANS ", ©= ASSUILT TRANSFORMERS, JUNCTION BOXES, ETC., WILL BE DATED 01121197. LOCATED IN LANDSCAPE AREAS, UNDER SIDEWALK OR IN PAVEMENT CORRIDORS WHICH WILL NOT CONFLICT WITH PROPOS''D WATER, SANITARY SEWER, OR STORM DRAIN UTILITIES. CHECKED FOR COMPLIANCE RECOMMENDED TO, CITY STANDARDS FOR APPROVAL ALL NEW ELECTRICAL,:, PHONE.& CABLE SERVICES & LINES 0a TO THE .PLAT MUST BE UNDERGROUND. CONSTRUCTION Date dd �/ L OF THESE FRANCHISE.. UTILITIES MUST BE INSPECTED &� : ! '.BY :/ APPROVED BY A CITY OF RENTON PUBLIC WORKS .Date INSPECTOR PIOR TO RECORDING OF THE FINAL�I PLAT. ''�BY: Date BY: 0 o CIVIL ENGINEER PACOFic ENGeNEE�rNo [DESIGN INC. cup. PLANNING CON. -)/71 :5- 2�Pr6 0 C`i> ; S -a ?f6c / SCANNED OCT 4 2000 sromrmn F5R 1 5 ?nna i ' I F � ll Li L 1 714 MAY 6. 2001 z �I 0. Q a� 3 rn I 0 rn I a N z o a m aiw � 3 N N o d' n Q N L N o to W IWWz � to I'D N Wp� >ODN o°o QO) - a IW- _j z U W >3� 2 " N W I p0z ° U VE W M- (L W Z IL M 0 � a 99043 PROJECT NO. JGC DRAWN BY 05 -19 -00 ISSUE DATE 06 -22 -00 SHEET REVISION 9943SSO1.DWQ CO INO AND 3�J LTANTS 0 >a C n � � nm O L x m v u 7 1, IF , li l C 9 a 1 ao 9 Q J W ir W U W W Eu - w ® Q q- I I� a° I o:E 00 I 3a V' 1 = I� 1: - 1 de- -W _ U cr o V ` OIN + J c c _� rn ate' J I f � N SINGLE FAMILY VEFI I IC A:L DA MUM; CITY Or RENTON BENCHMARK: ORIGINATING BENCHMARK, CITY OF RENTON "BM 1844" FOUND 2" I.P. FILLED WITH CONCRETE WITH TACK IN MON. CASE AT INTX. OF SUNSET BLVD. AND DUVALL AVE. S.E. ELEV.=409.38 IQM -A: SET CHISLED SQUARE AT N.W. CORNER OF CONCRETE PAD UNDER POWER XFER ON N. SIDE OF N.E. 18TH ST. ELEV =423.48 TBM -B: TOP OF "ESM" REBAR AT "LOT 5 ON SOUTH PROP. LN. ELEV.= 424.28 Il SCALE: 1 "m30' 30 0 15 30 60 GRAPHIC SCALE - -- 425 422 424 '... r-- -- - - -- - - - - - - - - I IE= 418.57 \ �\ IOT i2 \ PAD -424.5 l LOT 14 LOT 13 �" _ _ .., SSCO No.1 LOT 16 PAD -426.0 PAD-425.5 PAD-4250' RIM 42336 PAD- 424.5 ` S ° IE 8 "(S) = '`.417.93 PAD-424B _ IE= 418.74 IE= 418.36 IE= 418.10 r - -- IE= 418.96 t = N IE -41 9.38 IE= 419.12 - � LOT �1 � -- -- -- PAL�±4224.5 ^t \ IE= 418.29, p k2 m SSMH No.9 (SHALLOW MH. - -- -54 PER C.O.R. 2 - TYPE B 0 E 4 ' �,. • a ., , i ° I • _ • � ' �� ' �" . � � I I .STD: DETAIL 8072 a• -" fix. - .. ' - _ RIM Fi942 416. S IF8 SW = 417.28 IE 6-(IN) )= 417.38 A : .1. PAD-4245, L I IE= 417.82 • -- - - i PVC SS Z Rc- I� +oz= 0.0100 " ----------- - - - - -- - - - - - -- IE= 417.50 Cn CA ! IE= 418.30 Q 1 _ SSMH No.B (SHALLOW MH. S= OV0200 MIN. IE= 418.60 LOT 4 3; LOT 9\ ao Z TYPE B -54'0) PER C.O.R. SSMH o.7 SHALLOW MH. PAD -424.5 N TYPE E-54-0)-PER-C.O.R. PAD-424.5,, a - - IE= 419:18 o a * I S�. 10 +05.00, 2.4' LT IE= 417.31 ( 1- 48`0) �... 11 p i STD. D TAIL 8072 SSMH No.6 (TYPE 1 'Aft ICA& _ s l RIM = �Y24.M 424.62 RIM = 423.09 - -- N Z } IE 6"(NW) #8c54a a. - STA. "7 72 -24, 2.0 1 STA. 7+1381, 3.8' LT. = IE 6-(S) 4iB 54 410,A IE 8" S B JE 8 "(NE _446 9Y 416 ro4 _ ll - w. " () (. OC h _ _ Ll_I IE 8 (NE) 410-10 44 LOT 2 ( ILOT 3 IE 8 (S) = 416.82 416. &d o: a PAD-424.0 ;LOT 5 LOT 8 LOT W PAD -425.5 r - a o� _z � a PAID-425.0 � �r f PAD -425.0 � LL1 1 x C!0 W - -- IE= 417.06 IE= 417.25 1 105603 -j • v Qr , I c� > LOT 7 y o °s o 0 s rr AD 425.0, L _ PLAD-4250 F NIL - IE= 416.80 P I = 416.99 a i " w YV Y } I •1 w'z S i cn W) NOTES: � 1. CONTRACTOR TO MAINTAIN 5' MINIMUM CLEARANCE FROM GAS MAIN TO ALL OTHER MAINLINE UTILITIES. 2. EXISTING UNDERGROUND UTILITIES IN DUVALL AVE. HAVE BEEN SHOWN FROM THE MOST CURRENT INFORMATION AVAILABLE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, SHOWN OR NOT, PRIOR TO BEGINNING CONSTRUCTION. Z w-p•27 -:8s8 REHSIONS: PER COMMENTS. 05-21-00 JGC BRIERE PLAT T c I e, K `. - .. CI (I ' ( I I - T '-p 6RIFRE PLAN " MIL I EX. SSMH Nos (TYPE 11 -48 '0) SINGLE FAMILY STA. 5+66.54, 5.0' LT IE 8" N _ S6 lA"ND RIM = 424. = ,416.07 8'O = 416.97 s27 /p I IE A50UILTSBY: CR ONES & ASSOCIATES LAND SURVEYORS LOCATIONS FOR OTHER UTILITIES WILL BE DESIGNED BY ALL WORK PERFORMED AND MATERIALS MAY2601 THEIR RESPECTIVE PURVEYORS. IN GENERAL, REQUIRED USED SHALL BE IN ACCORDANCE WITH UNDERGROUND CONDUIT AND PIPE, METERS, CITY OF RENTON "STANDARD PLANS ", ©= ASSUILT TRANSFORMERS, JUNCTION BOXES, ETC., WILL BE DATED 01121197. LOCATED IN LANDSCAPE AREAS, UNDER SIDEWALK OR IN PAVEMENT CORRIDORS WHICH WILL NOT CONFLICT WITH PROPOS''D WATER, SANITARY SEWER, OR STORM DRAIN UTILITIES. CHECKED FOR COMPLIANCE RECOMMENDED TO, CITY STANDARDS FOR APPROVAL ALL NEW ELECTRICAL,:, PHONE.& CABLE SERVICES & LINES 0a TO THE .PLAT MUST BE UNDERGROUND. CONSTRUCTION Date dd �/ L OF THESE FRANCHISE.. UTILITIES MUST BE INSPECTED &� : ! '.BY :/ APPROVED BY A CITY OF RENTON PUBLIC WORKS .Date INSPECTOR PIOR TO RECORDING OF THE FINAL�I PLAT. ''�BY: Date BY: 0 o CIVIL ENGINEER PACOFic ENGeNEE�rNo [DESIGN INC. cup. PLANNING CON. -)/71 :5- 2�Pr6 0 C`i> ; S -a ?f6c / SCANNED OCT 4 2000 sromrmn F5R 1 5 ?nna i ' I F � ll Li L 1 714 MAY 6. 2001 z �I 0. Q a� 3 rn I 0 rn I a N z o a m aiw � 3 N N o d' n Q N L N o to W IWWz � to I'D N Wp� >ODN o°o QO) - a IW- _j z U W >3� 2 " N W I p0z ° U VE W M- (L W Z IL M 0 � a 99043 PROJECT NO. JGC DRAWN BY 05 -19 -00 ISSUE DATE 06 -22 -00 SHEET REVISION 9943SSO1.DWQ CO INO AND 3�J LTANTS 0 >a C n � � nm O L x m v u 7 1, IF , li l C 0 >a r v r � T m� o 'L Ty m v V r V , U rn LL DUVALL AVE. N.E. R pf S, NF9 x = U rn DUVALL AVE. N.E. RIGHT-OF-WAY BRIERE CREEK I VOT�as.- m� S s < 9 s E CENTERLINE : _ _. :. - - - - - 7 Al l SfDF SEWERS ARE- TATIC]N_F_n _S a o FROM PRECEEDING DOWNSTREAM o e6t2 0 If :f MANHOLE. STA. 10-1-56.22 10:0' RT. 2 ALL WATERMAIN TO BE DUCTILE •ue FIELD VERIFY EXACT LOCATION OF 1-8"x6" TEE (MJxFL) IRON CLASS 52 ExPIRES MAY 6. 2001 W EX. WATERMAIN AND PROXIMITY OF - : W /GONG.: BLKG. - 430 PROPOSED WATER /STORM CROSSING. i 6 GATE VALVE. (FLxMJ)` 3. FILL AND COMPACT THE ROAD PRISM TO'. FINISH Q z Q NOTIFY: ENGINEER IF LESS THAN ONE FOOT OF CLEARANCE IS ANTICIPATED.: : 14LF 6" DIP : : - GRADE PRIOR TO EXCAVATION FOR EXISTING GRADE OF THE WATERMAIN. THE INSTALLATION 3 12" SD 1 -6" F.H. ASSY. PROPOSED GRADE le EL. 422.18 1 J J Z W 425 425 t j 2 IW _ U 1Z SO W IL iP WA 10 am SL- IE= 420.35 ® (Q LI.I W � 420 _ O _ _ 242<F 8: ".O /P :: m 42® W STA. 11 +10.97,. 10.0.' RT. _ CONNECT TO EX: WA:. .: ....232LF 8" PVC SS - -- g WATER MAIN WITH_ -- S=O. 0050 297LF 8" DIP WA W d w a LIJ Q 415 : 1 12 "x12 "x8" TAPPING :TEE (MJxFL) - lwlcP G . BLKG:. 1 -8 " VALVE (FLxMJ - SSMH No.8 (TYPE- 11 -48 "0) _ STA 10;05.00, 2:.4,' LT -RIM - ��424- 3$424:42 : W STA. 1 +64. (6" IN STA. 1 +12 INV Q MAIN- 418.10 -. -. INV ®. MA1F1 417.84 STA. 0 +52 (6" IN) CO 415 eq o 3 Z .GATE SEE DTL. TYPE 1 - "TEE) - CONNECTION AT DUVALL AVENUE- : IE 6 (NW) 4f&.14 15,14 . : IE 6" (S)- = 4,�8 -5:4 :g1g,23 : - INV ® MAIN STA. 1 +55 (6 ": IN) - STA. 1 +04: (6" IN) _ - =417.54 _ W ® Z 8271 I Q SHEET C11 IE 8 "(NE) 44`8 4 INV ::@ MAIN = 418.06 INV CAD MAIN =41780 J INV. @ MAIN- 418.36 : 2 410 A S9 V I L ?S SY: o a FINISHED GRADE AT EX. GRADE AT n - CRONES&ASSOCIATES CENTERLINE (TYP:) CENTERLINE (TW_) :SCALE HORIZONTAL 1 - 2-0, LAND SURVEYORS n o° -...M - VERTICAL 1 5 'o CC G MAY 2001 L Z o 2 - ° °.N ° -. u o; N of 405 '.,. N.E 0 0 O E .405 :. ..ro.. h hN - -h o i. rn .... .N.... °, r d d N d. y. .� 7 �: . °; .... rn... .° 'n _ 'n r.7 tO._ 2.o °, d u7. M:� -M it7 i[7 r7 �. -nj :.� .N d M _o " ASBUILT ® N rM IN r%7. 3¢. N N'd N �t <t d N d N: N:dN- N dN- N �:. N� N N N �: N� N dN- : V� '. -'7 N 1,t F 0 s W CO2 FOR STANDARD WATER /SANITARY NOTES. U ac �E ° d o rn o E 1Z 1 OO 111 OO 1O I OO 9 +0o SEE SHEET C06 FOR STORM PROFILE INFORMATION. n - a7 � SEE SHEET C07 & C09 FOR PLAN INFORMATION. n E p°'i - -... -.. -. ,c°�1 .... ............... .... ........... .. -.. ..... ..- ....... : :: : : :..... -... :: :::: ..... .... z 0 x............ a SCALE = HORIZONTAL 1" _ 20' o : NOTES= VERTICAL 1' 5' BRIERE CREEK BRIERE PLAT ... f0 1. ALL SIDE SEWERS ARE STATIONED I : :: ...: - NUT�aS .' :.. ... .. ... 3 STA: 8+ 14:21, 10.0' RT. FROM PRECEEDING DOWNSTREAM .. STA. - $ +62 24,0 . RT. 0 w p W WW 1 8'x6' TEE (MJxFL) CONC.BLKG. MANHOLE. 1 :- 2 . TEMP. "BLOW OFF ASSM Y �: (REPLACE W /1" AIR VAC. VALVE. 1. ALL _SIDE SEWERS ARE :STATIONED : FROM PRECEEDING DOWNSTREAM oD N w 1 8" GA TE VALVE: (FLxMJ) 2. ALL WATERMAIN TO BE DUCTILE AFTER POLYPIGGING PER C.O.R. MANHOLE N v 2 9 -6 GATE VALVE (FLxMJ) IRON CLASS 52. STD. 'DETAILS 8094) 2. ALL : WATERMAIN TO. BE DUCTILE N 430 14LF 6 DIP STA. 7 +15.31, 6.9' RT i 6" F.H. ASSY. "x45' 3. FILL: AND, COMPACT THE ROAD PRISM: TO FINISH GRADE PRIOR -;TO EXCAVATION FOR INSTALLATION [ STA. 5 +62 5.0' RT. - REMOVE - EX 8" _ -CAP AND - BLKG. 430 IRON CLASS 52. � M 1 -8 B N MJ E D( ) STA. 8 +14.21 W /GONG. !BLKG OF THE WATERMAIN. i CONNECT TO EX. _WATER MAIN ELMA AVE N.E. J. FILL: AND, COMPACT THE:ROAD :PRISM TO FINISH CENTERLINE v WATER I SYSTEM LOW PT "la) 3.0' MIN.: COVER : SEE: DTL. TYPE :2 .- : "IN -LINE" GRADE PRIOR TO EXCAVATION FOR THE INSTALLATION X Q SSMH No-.7 TYPE 11- 46 : RANT ( STA. 7 +72:24, 2..0' LT PROPOSED GRAD (TYP) CON.NECTION:AT SOUTH PROPERTY, LINE, SHEET C11 OF THE WATERMAIN, PROPOSED GRADE � 425 ASEBLq RIM - 423b4 IEi 8 (SW = 46.4 ®b EXISTING GRADE I - - - - f 425 6" DIP. WA TOP= 420.47 TOA 5D19.96 _ W O ro _ I 12 SD IE 8 (SE� _ '18 411.72 . 1 O : (n Y W Z' a o o s IE- .418.57 12'ISD: =420.30 I SON n ® _ E= 419.66 IE - 8':_pL WA.11 _ -- ... _ ti5IF n "_�I �> o �.. CO 6 o_ 42Q I ` :1`.�LF bY4 �, j -' 32LF 6" PVC: ��JJJJ N J Q 232LF WA S" DIP 420 SAN7ARY PVC SS SIDE: SERVICE I- Q z _j 3: - 8" PVC SS.. 64LF 149LF 8" 36LF 8" PVC SS 55LF: 8° Z u1 v o Ill W _ 5- 0.0050 52LF 8 PVC SS PVC SS 5 -0.00 50 0 &" i C SS - - l _ s= a.ozoo SANITARY SIDE SERVICE 5- 0.0100 S =0.0100 /E:6'(NE) 418.57 8 ", SSCO No.1 j Z uo- W Ul w 0 0 Q 0 Z m 415 43LF '8° DIP WA 0 S' 0,0050 SSMH No.6 1i -48 "0) - - - C ` 0'511 415 �. RIM -- 423.36 "0 W 2 0 z M Ill STA. "(TYPE 0 +11 ;6" IN STA: 7 +131.81. 3.8 LT ) STA. 1+24, (6' IN) STA. 0 +75 (6" INj EX. SSMH N,o5: (TYPE 11- :46 "0) SSMH. No:9. TYPE.I� 8 IE 8 S - 41:7.93 : ( ) () - RIM = 423 8 423.87 W = w m d w I INV . - �r� MAIN =417.34 RIM - ' ^^ 424.11 " INV 0 MAIN= 416.70 INV 6 MAIN = 496.45 STA: 5 +64.5, 5:0 LT IE 8"(N) = 4i�38: STA: 0 +49 (6" IN): W _Z J IE 8 (NW '_ : 016. -92 411,:6 IE 8 "(NE� = 4i6 9P 414: -STA. 1+26 (6" 1N); STA 0 +77 (6" IN) RIM :_ :424.56 . INV "(N IE 8, (SW). _. 47 �c28 INV ®' MAIN= 417.87 "(1 CD z IE 8 "(S ®MAIN 416.7f INV. ®MAIN - 416.46 IE 8 = 416.07 "(S) IE 6 N) = 4A-38 1,4. O 410 = I 41l IE 8 = 415.97 : 410 SSMH No.6 (TYPE 1148 "0) W �- I° Q STA: 7 +72.22; 10;6' PT. 1 -8 "x45' BEND MJ FINISHED GRADE AT EX. GRADE AT ( ) I V ® MAIN -4„ IN) N - 16.19 AO STA 7 +13.81 3 8 LT RIM -fifi 424.11 a 9904J� CENTERLINE W /GONG. BLKG. (TIP.) CENTERLINE :(TYP.) (NE = }4t.46 : STA +2756(6IN) JE 8 ( = 41&.64 PROJECT No. Z I : INV ® MAIN- 416.20 IE 8" S P 414.60 ( j JGC O V) 405 N ^ In N OI 0) 117 - C4 h 10: I, CO * ao O) N - N V)' �:O) :N M 0D 10 �. 405 : DRAWN BY N N. N N N N N ° N N �,,� „; �'.:d d.. � . � CO ... M ; o „; o �;N � N h b .. � N N SCALE - HORIZONTAL 1" = 20' 05 -19 -00 Id. yN.. d yN, d. _ yN. ;,d ..::� d _ yN, d, : �:d.- : : :. : : : :: VERTICAL. 1' _.. 5,. : :, ISSUE DATE 06 -22 -00 8-1-00 7-1-00 6 +00 5-1-00 SHEET REVISION CHECKED FOR COMPLIANCE RECOMMENDED 9943SS02.DWo TO CITY STANDARDS, FOR APPROVAL Date 1 HY: O 0 IiLm�Iw-v p -! 7- 2>�='� BY Date HY. A ` 6 3o so SOQIAV Iffiul✓ RENSONS� PER CITY COMMENTS: 0621 -DO JCC _ /� ///���� `V- `�I ��/ _��'/ _ ���I�C��'�� CIVIL: V l�li� ENGINEERING AND ®C�I�Y� I� ^. INC. 0 G G lV'�1� O CON�SWLTANTS 2 _ SCANNED FEB 15 2002 /J !'a ; .S - ' j', sr Cic�; '- z,5'16a2 3CANNEO OCT t i I FR &4 ,LL 0 >a r v r � T m� o 'L Ty m v V r V , U