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HomeMy WebLinkAboutD-288408LL w \z < J , \ N \ m o \7 wa `,; N 30 Q L ��, w as 07 F- �\ ` ¢ C, 0. x n+ II t 1 U4 \ Y +J O Ld I,�, o N ,� , a cn to I U to cr \. OD W '' , I Z w If 61i s VV A 0 vii 1' w CORNER OF NE 7TH ST & EDMONDS AVE NE POINT OFFSET ELEV. DESCRIPTION N U 19 a o x - w W rn N u - -J (FOC) IT MAY BE NECESSARY TO POINT OFFSET ELEV. DESCRIPTION INSTALL 24' DUCTILE IRON � O i[) BEGIN 58.93' RT 289.00 R= 25.00 PC 16 +33.46 16.00' RT 287.92 A= 70' 01'58" 1/2 A 16 +47.80 20.53' RT 288.27 L= 30.56 PT 16 +56.95 32.46' RT 288.62 CENTER: END 16 +63.71' 51.26' RT 288.70 16 +33.45, 41.00' RT SE CORNER OF NE 7TH ST & EDMONDS AVE NE POINT OFFSET ELEV. DESCRIPTION N U 19 a o x - w W rn N u - -J (FOC) IT MAY BE NECESSARY TO POINT OFFSET ELEV. DESCRIPTION INSTALL 24' DUCTILE IRON � O i[) BEGIN 17 +02.;15 58.93' RT 289.00 R= 25.00 PC 16 +99.04 49.54' RT 289.05 0= 109' 57'45' 1/2 A 17 +02.06 26.65' RT 289.59 L= 47.98 PT 17 +22.54 16.00' RT 290.12 CENTER: END _ Ld 17 +22.54, 41.00' R CB NO. 71 E 2 (48' DIA.) STA. 18 +90, 15 LT RIM EL = 292.80 s I 20' 10 0 20' 40' I Y ! Z Lr I 00 v <� rl LLj \ ilrf ° I - _ 10 NE 7TH STREET LE. = 287.05 - 12° 3c s ac 0 4 ti ";\ _ -- r r " a• - - - -t 10 - - - in ROADWAY & STORM DRAINAGE NOTES + 00 5 -_ - - 10 1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH - E - - °:- G `, i (_ ='�• W O BASIN, OR STORM DRAIN MANHOLE. 5 .�- __ W t �f -, i - , - _ - _ - v z 3 p - -�'. W �2 CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM Q 18 �, \ 7. U VC O 18 +00 t� - -W DRAIN PIPE WITH FERNCO ADAPTER. N 6., - -�-- -- - - -- I �l ,N nU p 3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO � - Q3, 5 it - f o 19 +00 :�i C O NEW CATCH BASIN. 1? U1 ` '�a - r-- G c" S iP 18 12 µ - -- -� - W v \ 4 G C- 1 4 + 0 CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM Z \ 51, 0 5 �o i U �,--- 6" S f!P 12 j f - 3 ® END OF EXISTING STORM DRAIN PIPE. , u G G 12 , CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE 'ETHAFOAM" - - 1 11 Q PAD AS SEPARATION BETWEEN UTILITIES. 15 j 20 0 - zn `t ? 1.. / _� i �,. CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE_ EE NO 7 CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE. t 4 / 17 17 ? - _ - " vs /� r� OV \� 8� , 1 _ I - W of EXISTING u^ t ��' f 17 Oi �, cs 8 CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION ,r �10 A 17 r _e 17 '- - f ' cs ' Z O WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLATION OF \ 20 17 10 �� T - p ff _ t J THE CATCH BASIN, THE WATER LINE SHALL BE RELOCATED PER THE CITY CONTRACTOR TO INSTALL 9 / CONCRETE ENCASEMENT / a` 20t :� 13^ g.% 15 Z SPECIFICATIONS. AT SEWER CROSSING / \ `. `z \ 3 3 NOTE CONTRACTOR TO POTHOLE �� g z 19 I d a z i z EXISTING UTILITIES TO VERIFY I Ir` ' I f V 9O CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING 1 " EXACT LOCATION AND DEPTH SW CORNER OF NE 7TH ST & FERNDALE CT I " �� F. LANDSCAPING, BLOCK WALL., AND /OR ROCKERY. COORDINATE WITH - ` P TY OWNERS . 1i. 3- - (.,ti /L . - LM la l.:l'7ANtaE - - -JL kL - )V7[1� r,rt a -ai.vw _ - yy I OG ED IIR 32 LF - 12 "_ P - z TO TYPE 2 CB z i - BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND C S__:_ _10 70 CB 78 w 5'' GAS { - REPLACE DRIVEWAY IN KIND. ¢ [ v s u t vR� 1i}" WATERI 71 CHANGE: TO TYPE 2 J 300 �. o v 290 - ' ^ _ 300 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND /OR CURB, CB 7g 285 .;z '+ . _ z. 28s _. - AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL CH GE -DEEP r S L CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. o _6" AGAS 15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE, cv I 32 LF - 12' L S R PIP S= EX181ING 3ROUND ` 295 AND /OR LANDSCAPING DURING CONSTRUCTION. F E 5 -0.005 Fit r 295'tYa cR VA u�iv - - : t - _ =� � ��. � 16 VACANT. -t2 SS RAISED CONTRACTOR SHALL REMOVE, ROTE AND REINSTALL EXISTING FENCE i \f 17 VE PROTECT, A /'�1i / /.. /�:a /i�� /f \ /,, %f \. #i\f - e7/� f %>.f /rte/ f1 \ji, \�% \�� \. CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, \ /��� , p 29i� 1 { o I f� \ �r�\\ - A ' P VEMENT AND/OR CURB ALL FURNISH AND INSTALL CEMENT CONCRETE TRANSIl1IN! v _• SECT10NCW.TH CEMENT CONCRETE CURB END SECTIONS. SEE DETAIL SHEET 3 L F: 24 CPEP STORM PIPE S=Q! t0 - - CB -72 CHANGE ` B 27 E E 01X 0 LF. - 24 CPEP STORM PIPE S =0.011 c vrvttcl+c tvtc arts�� tcEiav tc AND RELOCATE EXISTING SIGN. .} :� N INVERT SE B L 17 _ 285 - - ! ------------ NtRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND/OR T ° -i _ / ®CO CURB RAMP ALTERNATE' PER i - - CITY OF RENTON STANDARD PLAN NO 0051 CROSSWALK ii c`�G S,4FJ7 ?ARY SEWER- - 280 t " Ex. _ _ 280 3 CONTRACTOR SHALL FL42NISH AND INSTALL 4UINCHES COMPACTED DEPTH �.. ins V i © BARK MULCH. z_ �S 24 LF - 24" CPEP STORM PIPE - S =0:089 42 LF - 24" CPEP STORM :PIPET S--0.01 0 J j 40 i1' - 24' CPEP STORM PIPE S =0:005 CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT CONCRETE TRANSITION SECTION WTH CEMENT CONCRETE CURB END SECTIONS. 275 30 LF - 24" CPEP STORM PIPE 5 =0.00 - 275 ©5 CONTRACTOR SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK { I PER CITY SPECIFICATONS_ Q 2 LF - 24" CPEP STORM PIPE S= =D:B39 0.015 /> XIS TING GROUND G REMOVE SANITARY SIDE SEWER MANHOLE OF 7TH STRE`7 N.E. I / FINISHED GRADE < ©7 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE 270 FLOWLINE RIGHT r f _ 270 I TO VERIFY LOCATION. v z : c ` !- N w N U 19 a o x - w W rn N u - -J �; u ~ '� z i u ° is r in IT MAY BE NECESSARY TO POINT OFFSET ELEV. DESCRIPTION INSTALL 24' DUCTILE IRON � O i[) I. t- ;_ - i� f - in n ; 0 z W f 0 222��� t0 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND /OR CURB, AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL in o I M„ '^ a 00 m _ M U N .t rn ? rn z ;,� I i N ? { a (FOC) STORM PIPE ACROSS EDMONDS '- _ .- ,,; i_ I 19 ROLLED CURB AND REPLACE SIDEWALK IN KIND. t° Lr z _ Ld N I ¢ a rn o i N o AVENUE TO CLEAR EXISTING BEGIN R= 20.00 o rn = !� m n w " r Q CEMENT CONCRETE ao o ^ v �, c ' � ^ M to iv w of o ai rn o o w rn m N I N N y ^ ^ UTILITIES. PC 19 +66.32 16.00' RT 293.46 A= 90' 00'00" ^ v ` + iD + s r = c" 1� `< Z 11 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN, + `;' j + ° ! ,; ^ ¢ ti ! + ^ ^ + I a m II ¢ + II + +! !! + m ¢ r'7 ^ N 1 'L C] i9+8u_46 2i_86' RT 293.65 L= 31.42 I n 00 0 m ! 0) I� o - ; N �/ VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP - z ¢ N ^ 1 L z° tD z fD J tD z wti .- 6 - J N - I J w I! z ¢ { 1, z Q RT 293.84 CENTER: END Z m F-- Z _ F L x {` m i ANY TO ADJUST GAS VALVES AND /OR TELEPHONE MANHOLES. CONTRACTOR U En a I;n c 11 Xti-� w m U I m to U r Nt~n m� d'41 to WL7� W UN w 7I�` -_ UN 19 +86.32 4&.00' RT 293.90 19 +66 32, 36.00' RT U 7lv1 m :`' c, f E Li IL TO COORDINATE. 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. 19 +00 :, 20+00 3twi7 SEE DETAIL SHEETS 24 & 27. . 1i. 3- - (.,ti /L . - LM la l.:l'7ANtaE - - -JL kL - )V7[1� r,rt a -ai.vw _ - yy I OG ED IIR 32 LF - 12 "_ P - z TO TYPE 2 CB z i - BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND C S__:_ _10 70 CB 78 w 5'' GAS { - REPLACE DRIVEWAY IN KIND. ¢ [ v s u t vR� 1i}" WATERI 71 CHANGE: TO TYPE 2 J 300 �. o v 290 - ' ^ _ 300 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND /OR CURB, CB 7g 285 .;z '+ . _ z. 28s _. - AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL CH GE -DEEP r S L CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND. o _6" AGAS 15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE, cv I 32 LF - 12' L S R PIP S= EX181ING 3ROUND ` 295 AND /OR LANDSCAPING DURING CONSTRUCTION. F E 5 -0.005 Fit r 295'tYa cR VA u�iv - - : t - _ =� � ��. � 16 VACANT. -t2 SS RAISED CONTRACTOR SHALL REMOVE, ROTE AND REINSTALL EXISTING FENCE i \f 17 VE PROTECT, A /'�1i / /.. /�:a /i�� /f \ /,, %f \. #i\f - e7/� f %>.f /rte/ f1 \ji, \�% \�� \. CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, \ /��� , p 29i� 1 { o I f� \ �r�\\ - A ' P VEMENT AND/OR CURB ALL FURNISH AND INSTALL CEMENT CONCRETE TRANSIl1IN! v _• SECT10NCW.TH CEMENT CONCRETE CURB END SECTIONS. SEE DETAIL SHEET 3 L F: 24 CPEP STORM PIPE S=Q! t0 - - CB -72 CHANGE ` B 27 E E 01X 0 LF. - 24 CPEP STORM PIPE S =0.011 c vrvttcl+c tvtc arts�� tcEiav tc AND RELOCATE EXISTING SIGN. .} :� N INVERT SE B L 17 _ 285 - - ! ------------ NtRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND/OR T ° -i _ / ®CO CURB RAMP ALTERNATE' PER i - - CITY OF RENTON STANDARD PLAN NO 0051 CROSSWALK ii c`�G S,4FJ7 ?ARY SEWER- - 280 t " Ex. _ _ 280 3 CONTRACTOR SHALL FL42NISH AND INSTALL 4UINCHES COMPACTED DEPTH �.. ins V i © BARK MULCH. z_ �S 24 LF - 24" CPEP STORM PIPE - S =0:089 42 LF - 24" CPEP STORM :PIPET S--0.01 0 J j 40 i1' - 24' CPEP STORM PIPE S =0:005 CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT CONCRETE TRANSITION SECTION WTH CEMENT CONCRETE CURB END SECTIONS. 275 30 LF - 24" CPEP STORM PIPE 5 =0.00 - 275 ©5 CONTRACTOR SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK { I PER CITY SPECIFICATONS_ Q 2 LF - 24" CPEP STORM PIPE S= =D:B39 0.015 /> XIS TING GROUND G REMOVE SANITARY SIDE SEWER MANHOLE OF 7TH STRE`7 N.E. I / FINISHED GRADE < ©7 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE 270 FLOWLINE RIGHT r f _ 270 I TO VERIFY LOCATION. ORIGINAL SIGNATURES ON DESIGN PLANS RECOMMENDED FOR APPROVAL �. Gary Schimek Date: 8/30/01 Ronald Straka pat - 8/30/01 0 O o °o! N N M CL UJ LU Z N N i�z Ix z Lu Z m �t o P Z z j U) �_ `pmi Ld a a i Tit Z 0 z F is fL Y 0a OF cat : Co'{ f[ tas I 3 1C u" a co cc W 13 a _ > a t° Lr z Ld UO V" ��N 0 cr z Y ~ � ~ M N j N - :'. N. 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