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HomeMy WebLinkAboutS-285603a 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