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HomeMy WebLinkAboutzS-3652Setco co O I T J Q J z O J W z PORTION OF THE SW 1/4, SE 1/4 OF SECTION 5, TOWNSHIP 23 N, RANGE 5 EAST, W.M. I i p0 �OF $ � /Z,Ip. 0` o N ' o O. _ ...... —._ .... .SS .......... SS......._�. -— ,gS,.,... r IE= 253.61- CALCULATEd' 33'E 0 � 0 `p I i E= 251.52- 6ALC''U LATED MONTEREY AVENUE NE �O� 4 2�2p0 vd F6 `l'6�` p0 0 �OF F1 %26° 0 STA. 5+ SSMH 2, RIM =261 . ........... _ w MONTEREY=ONENIJ E=:; _ 00 uo 2 +00 < VVV Id I� __,_4 r' 1 w FOUND CONCRETE MON IN CASE WITH .,, I 1 1/2" BRASS DISK AND PUNCH AT I;;�..t'�` s INTERSECTION OF N.E. 14TH AND \ \ \t�tR` \'�"•," w MONTEREY AVE. N.E. _Mt Z I i 0 DOWN 0.6' i 1 BY SURVEYOR °p0 N 187048.36 _.......... (AS- BUILTS) _.. ,. .. E 1304459.92 ( IE= 255.51,8" MID CHAN. C SS M \N EL 283.09 8/16/2011 \ a N, w @S STA. 0 +00� a STA . 3+ SSMH 3, 48 °4 269.`` E RIM = 268.86 x �Q IE= 261.86, 8" SW IE= 262.03, 6° (NE) — — �— 0 +00, 6 "SS PORTION OF THE SW 1/4, SE 1/4 OF SECTION 5, TOWNSHIP 23 N, RANGE 5 EAST, W.M. I i p0 �OF $ � /Z,Ip. 0` o N ' o O. _ ...... —._ .... .SS .......... SS......._�. -— ,gS,.,... r IE= 253.61- CALCULATEd' 33'E 0 � 0 `p I i E= 251.52- 6ALC''U LATED MONTEREY AVENUE NE �O� 4 2�2p0 vd F6 `l'6�` p0 0 �OF F1 %26° 0 STA. 5+ SSMH 2, RIM =261 . ........... _ w MONTEREY=ONENIJ E=:; _ 00 uo 2 +00 < VVV Id I� __,_4 LLI 1 w I i t .,, I s �I — V) V) w 0 _Mt Z I i NO INFORMATION PROVIDED i 1 BY SURVEYOR 260 SSMH #3, #S- 277503 _.......... (AS- BUILTS) _.. ,. .. RIM = 263.99 IE= 255.51,8" MID CHAN. C SS PORTION OF THE SW 1/4, SE 1/4 OF SECTION 5, TOWNSHIP 23 N, RANGE 5 EAST, W.M. I i p0 �OF $ � /Z,Ip. 0` o N ' o O. _ ...... —._ .... .SS .......... SS......._�. -— ,gS,.,... r IE= 253.61- CALCULATEd' 33'E 0 � 0 `p I i E= 251.52- 6ALC''U LATED MONTEREY AVENUE NE �O� 4 2�2p0 vd F6 `l'6�` p0 0 �OF F1 %26° 0 STA. 5+ SSMH 2, RIM =261 . ........... _ w �-E �Fj 0 O al �m R ti tyt I IW IZ 1 m bAli RIM V'CO C 6 2617 W.F. "AI 1f'P •N: Tt t, •. tT (:,) n CAV n CTR rI =26432 c� in a y E t eN' .YN(. «TI'v 5 CY. ci AVE. N.E. (CITY OF RENTON C.P.N. 71) N 186463.1572 E 1304865.211 EL 284.63 8/16/2011 STA =0 +00, AS -BUILT WATER PLANS CITY OF RENTON, W- 034201 STA. =5 +87.42 (MONTEREY) _ STA. =4 +55.94 NE 12th) MONTEREY AVENUE NE r n f> F V W IE= 248.58, 8" EX)- CALCULATED IE= 248.68, 8" N) -- =_ - 1 00 uo liv < I� L lzv I 1 I i t .,, — V) V) 0 _Mt 260: 260 �-E �Fj 0 O al �m R ti tyt I IW IZ 1 m bAli RIM V'CO C 6 2617 W.F. "AI 1f'P •N: Tt t, •. tT (:,) n CAV n CTR rI =26432 c� in a y E t eN' .YN(. «TI'v 5 CY. ci AVE. N.E. (CITY OF RENTON C.P.N. 71) N 186463.1572 E 1304865.211 EL 284.63 8/16/2011 STA =0 +00, AS -BUILT WATER PLANS CITY OF RENTON, W- 034201 STA. =5 +87.42 (MONTEREY) _ STA. =4 +55.94 NE 12th) MONTEREY AVENUE NE r n f> F V W IE= 248.58, 8" EX)- CALCULATED IE= 248.68, 8" N) -- =_ - 00 uo _ -- L lzv I .,, — V) V) 0 _Mt 260: 260 _.......... _..._. .... ... _.. ,. .. _ C SS w @S N v °4 269.`` 09 EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITTES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG, 1- 800 - 424 -5555 5- 365201 I U0 wv� w W� o p a o40, Gcj ZazC'4w Como �— f"w v�°ii cF7 V N W BEL Z6� GRAPHIC SCALE W 3 z C] O p �� 0 15 30 DECKED FOR COMPLIANCE w w O J CITY STANDARDS w v 1 inch = 3 f D teM /A� a O >g NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON II 11 �S� p�C TRENCH RESTORATION AND STREET OVERLAY DETAIL. ON 7 REQUIREMENT FOR PATCHING, OVERLAY, AND TRENCH WIDTHS, ._ 250:.,... . ....................._........_ i._.._.. i,._.. ...i.... i.. ............ .__._. __..... i...... SS ..... .._........ ...... .. .........,,. ES ENT NGTHE d.ENTIRE ADJACENT TRAVELED LANE AFFECTED SHALL EE FEET (3') dy PER SECTION 8" � � '. 250 1. TRENCH D CROSSI IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE RIM= 261.35 OF ANY ADJACENT LANE LINE, BE GROUNDED AND 2" OVERLAY. IE= 254.35 8" S) SSMH 1''48" IE= 254.45; 8" �NE) RIM =260.0 2 +00 3 +00 4 +00: 5 +00 IE= 248.58, 8" (E))- CALCULATED i........ i...... _. i_..IE =.248.88...8" ((N ....:................ SURVEYED wales: Nero w/1 969ND. SCALE Ho9¢aNrw xw Iswn991 D.L. OFFE, P.E. oxum: D.L. OFFE, P.E. oHI E DATUM CHECKED: pT NLL SINE 6 NOT ONE INCH N0, REVISION BY DATE APPR StXE ACOORUNcLr CITY OF RENTON Planning /Building /Public Works Dept. NELSON PLAT SIGNATURE CUSTOM HOMES of WA, LLC SEWER PLAN & PROFILE - 3Gsav1 05/28/2012 REID90tPO PAGE _� ®©© ©G co J Q J IL z O J W z l�aml NmWIP ®N9 „� f. &�RnrYYMNMyaYmMs 2 1M1Y�mtl(�,4,pY. M tla�MeY > �MY[d MNV Ivn b 4py::°MY G A�YgMIMa AI�PyM NX Ln " Udrum�iV M1 �•�jMa:W� A M 9N 3: iwl A WN° WE n a N a2 SUXX 4 W ameow(0 OW. tY:rM 2 Ym�v." HWVn a Ewa aeq Ow:) "nypmg a S rynN1 - Ia:WLa 2 Pw:ESQ n mnamea. fw,:w We._ .� ♦ Ymwm u:YnalM1Ua aou Pq)- •w ame.w _ Ymfi,n: NtlWM1 7fi n YwrY:::e.name.w (m ry .pYyrt. bpq. uwY:lvaarroe n reeIW1F aw6w,a gee>on am..aWw�nq'I". °meownmW m:wrM eu'ee "w mw.w.w w+ Pp .Y e.0 Y+.:a q..o 2 nmeNW 1496W - W Nd•.2 iMT0.0 N� n" Wf9 bf M w p xO�N.s"'pR:J ro'� 3 n i 1 "26RM - O•Pq a mew m.a eex fb) _wfgannn nE�M -auY Dwn.Malp (q 3 �MME3 _ _ p.�Nq•1ioYnp W. e.M YL �162sS.E1 tic:• CAP TEE -PEI& 22 -1/2' 45 °BEND I!C�!BEND FIGURE i NOM. RX, CONVEX SEE MWA STANDARD PLAN NO 73. REIGNING Nw a:.,we aq Per CONCRETE BLOCKING SIZING PROCEDURE •`d.:ertitliJ, °ro °.Y'P)a:.: ,.aawY eY.. ADOPTED cm or N max FINISHED GRADE 3 FT MIN. COVER (SO -INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12 -INCH DIAMETER AND OVER) NEW WATER MAIN I PDLYPIG —v BTAtIDAIm P IM DATE: 12/05 9cv an AppR DWG. NAME: BR26 SP PAGE: B085 G PROCEDURE GALVANIZED PIPE VALVE INSTALL Z' PLUG IN TOP BLIND FLANGE AFTER REMOVAL OF PDLYPIG VERTICAL CROSS FOR POLYPIGGING STATIONI SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (NJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH Z' TAP & Z' TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2' PLUG AFTER REMOVAL OF CLEANING 'POLY -PIG') ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING WATER MAIN POLYPIGGING STATION ALL DEBRIS AND POLYPIGS SHALL HE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE VERTICAL CROSS FOR POLYPIGGING DISINFECTION OF NEW WATER MAIN ADOPTED cen• or 1mTnx 6'MNMM 04/04 1 L41' DAP6 04 /M DALE REVISION BY APPR DWG. NAME: BRX5 SP PAGE:611 (1 14 WATER MAIN POLYPIGGING STATION VERTICAL CROSS FOR POLYPIGGING BACKFlLL MATERIAL (SEE NOTE 5)— BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6)— FOUNDATION LEVEL ' • A A DESIGN) W (SEE NOTE 4) -1,- LIMITS OF PIPE ZONE (CLASS B, C, D, DESIGN) BEDDING FOR RIGID PIPE —W (SEE NOTE 4) LIMITS OF PIPE ZONE ,TO„ NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 1 HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIRCTATONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH 'WIDTH, EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18 ". 5. TRENCH BACKFlLL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFlLL MATERIAL 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. 8. PIPE MUST BE ANCHORED IN SUCH A MANOR AS TO ENSURE FLOW UNE IS MAINTAINED. BEDDING CLASS DESIGN 1nnM PuM CLASS B 6d Pn.e. CLASS F W1RbP�W 4" MIN. 1/4 I.D. 12" MAX. • 11M -1Q4 ZERO MAIN LINE VALVES OUTSIDE PAVED AREAS 1 � Bti 1/2 O.D. 2h1 ZERO O.D. C 3/4 O.D. 1/2 O.D. 1/8 O.D. O.D. — CAST IRON PIPE TO MAIN ONES ARE AS FOLLOWS: DUCTILE IRON PIPE. IE NOT ONE INCH SGl£ OL ONLYY ........... COUPUNGS(FERNCO OR APPROVED EQUAL). IFOR 1:3:5 MIX p CONCRETE PN'pOMM B. CONCRETE MAIN -CORE- DRILLED MIDI ROMAC SADDLE 0� APPROKD EOVAL). BLOCKING �MW'1 k�.h, (OR z� C� 2S MIN SLOPE C. PVC MAIN - CORE - DRILLED WTH ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN NEW ME USING RIGID COUPLINGS 6" SIDE OUTET YES SEWER MAIN WIN 6" MIN. SEWER MAIN E. MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL CONCRETE BLOCKING PAGE i$iw i�oo SIDE STRUCTURE SHALL BE CORE- DRILLED. NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY UNE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. wrm �MME3 _ _ p.�Nq•1ioYnp W. e.M YL �162sS.E1 tic:• CAP TEE -PEI& 22 -1/2' 45 °BEND I!C�!BEND FIGURE i NOM. RX, CONVEX SEE MWA STANDARD PLAN NO 73. REIGNING Nw a:.,we aq Per CONCRETE BLOCKING SIZING PROCEDURE •`d.:ertitliJ, °ro °.Y'P)a:.: ,.aawY eY.. ADOPTED cm or N max FINISHED GRADE 3 FT MIN. COVER (SO -INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12 -INCH DIAMETER AND OVER) NEW WATER MAIN I PDLYPIG —v BTAtIDAIm P IM DATE: 12/05 9cv an AppR DWG. NAME: BR26 SP PAGE: B085 G PROCEDURE GALVANIZED PIPE VALVE INSTALL Z' PLUG IN TOP BLIND FLANGE AFTER REMOVAL OF PDLYPIG VERTICAL CROSS FOR POLYPIGGING STATIONI SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (NJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH Z' TAP & Z' TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2' PLUG AFTER REMOVAL OF CLEANING 'POLY -PIG') ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING WATER MAIN POLYPIGGING STATION ALL DEBRIS AND POLYPIGS SHALL HE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE VERTICAL CROSS FOR POLYPIGGING DISINFECTION OF NEW WATER MAIN ADOPTED cen• or 1mTnx 6'MNMM 04/04 1 L41' DAP6 04 /M DALE REVISION BY APPR DWG. NAME: BRX5 SP PAGE:611 (1 14 WATER MAIN POLYPIGGING STATION VERTICAL CROSS FOR POLYPIGGING BACKFlLL MATERIAL (SEE NOTE 5)— BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6)— FOUNDATION LEVEL ' • A A DESIGN) W (SEE NOTE 4) -1,- LIMITS OF PIPE ZONE (CLASS B, C, D, DESIGN) BEDDING FOR RIGID PIPE —W (SEE NOTE 4) LIMITS OF PIPE ZONE ,TO„ NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 1 HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIRCTATONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH 'WIDTH, EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18 ". 5. TRENCH BACKFlLL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFlLL MATERIAL 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. 8. PIPE MUST BE ANCHORED IN SUCH A MANOR AS TO ENSURE FLOW UNE IS MAINTAINED. BEDDING MATERIAL I • A = 4" MIN, 27" I.D. AND UNDER FOR FLEXIBLE PIPE g 6" MIN. OVER 27' I.D. (SEE NOTE 7) PIPE BEDDING FOR SANITARY SEWER FOUNDATION LEVEL *20 ADOPTED + 3TAxDARD P44N9 (CLASS F DESIGN) EST DATE: 4/97 BEDDING FOR FLEXIBLE PIPE 4- I BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 4" MIN. 1/4 I.D. 12" MAX. • • ZERO MAIN LINE VALVES OUTSIDE PAVED AREAS B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D. C 3/4 O.D. 1/2 O.D. 1/8 O.D. O.D. — BEDDING MATERIAL I • A = 4" MIN, 27" I.D. AND UNDER FOR FLEXIBLE PIPE g 6" MIN. OVER 27' I.D. (SEE NOTE 7) PIPE BEDDING FOR SANITARY SEWER FOUNDATION LEVEL *20 ADOPTED + 3TAxDARD P44N9 (CLASS F DESIGN) EST DATE: 4/97 BEDDING FOR FLEXIBLE PIPE 4- I eE Ma OUR:: 2 -21 -91 R"vI nel"w 4.533 5. Ad nob 6 KJ OFFE, DATE REVISION BY APPR DWG. NAME: BW18C SP PAGE: 8077 E PIPE BEDDING FOR SANITARY SEWER A PLAN VIEW A 3 J NA1LR VALVE BOX LID WITH EARS J T 3" IN DIRECTION OF WATER 2" SQUARE 38" MIN. MAIN AND WORD "WATER" OPERATING NUT WIDTH CAST INTO IT SEE DETAIL 62" WRITE POST �- 4 -1/4" DIAL 24" �— 2 PIECE CAST IRON VALVE 1/8 MIN. THICKNESS 80X, RICH - SEATTLE TYPE 1^ STEEL f OR OLYMPIC FOUNDAR\Y LENGTH AS REQUIRED 1/8" MIN. THICKNESS VALVE MARKER POST 2 -1/4" INSIDE MEASUREMENT 2 -1/4" DEPTH VALVE OPERATING NUT SECTION A -A FXT.EN5 ONON Mill VALVE MARKER NO EXTENSIONS ARE REQUIRED WHEN VALVE NUT VALVE MARKERS SHALL BE EQUAL TO DMGNEO: IS MORE THAN THREE (3) FEET BELOW FINISHED CARSONITE UTILITY MARKER —j GRADE. EXTENSIONS ARE TO BE A OF OFFE, P.E. TENSION ONE FOOT LONG. ONLY ONE EXTENSION TO VALVE MARKER POST TO BE USED FOR ALL VALVE OPERATING NUT EXTENSION 8E USED PER VALVE. USED MAIN LINE VALVES OUTSIDE PAVED AREAS AND VALVE MARIff.R POST NOTE: ALL EXTENSIONS ARE TO BE MADE OF ADOPTED STEEL, SIZED AS NOTED, AND PAINTED WITH cerr RDmnN TWO COATS OF METAL PAINT. axE Ixw STANDAiO PTAKO INSTA"TION) " ALLOWABLE MAX. mm 12/96 AND VALVE MARKER POST REVISION �mfflam —FACE OF CURB OR EDGE OF PAVEMENT 2" CLASS 'B' CENTER LAS S LANE LINE 6.5' MIN. 1' 1' 2.5' -.-{ 1' 1' MIN (MIN r MIN MINIMIN \ \- *ACP CLASS 'E' OR 'B' 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT 6.5' MIN. WHEN PERPENDICULAR TO 2" DEPTH OF ROADWAY CENTERLINE GRIND OR SAWCUT AND REMOVE o` ADOPTED xBx'eax . ®• Me DARO 12/96 T L4l DATE: 12/96 * SEE DWG# HR -05 FOR MINIMUM STANDARDS OATS REVISION BY APPR DWG. NAME: HR 23 SP PAGE: HO32A TYPICAL PATCH FOR FLEXIBLE PAVEMENT N.T.S. 5- 365202 2 ". 4" STUD PROPERTY LINE SCALE DMGNEO: BUILDING SEWER �� — —j D.L. OFFE, P.E. 6"x6 "x6" WYE WITH A OR : SURFACE CLEANOUT WITH §_ SIDE SEWER AND euILDING SEWER n CAST IRON RING & COVER D.L. OFFE, P.E. i 2975 OR APPROVED EQUAL, SPECIFY 'SEWER" ON UD, axE Ixw CHECKED: INSTA"TION) " ALLOWABLE MAX. pT yyLL 5V1E CAST IRON PIPE TO MAIN ONES ARE AS FOLLOWS: DUCTILE IRON PIPE. IE NOT ONE INCH SGl£ OL ONLYY ........... —FACE OF CURB OR EDGE OF PAVEMENT 2" CLASS 'B' CENTER LAS S LANE LINE 6.5' MIN. 1' 1' 2.5' -.-{ 1' 1' MIN (MIN r MIN MINIMIN \ \- *ACP CLASS 'E' OR 'B' 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT 6.5' MIN. WHEN PERPENDICULAR TO 2" DEPTH OF ROADWAY CENTERLINE GRIND OR SAWCUT AND REMOVE o` ADOPTED xBx'eax . ®• Me DARO 12/96 T L4l DATE: 12/96 * SEE DWG# HR -05 FOR MINIMUM STANDARDS OATS REVISION BY APPR DWG. NAME: HR 23 SP PAGE: HO32A TYPICAL PATCH FOR FLEXIBLE PAVEMENT N.T.S. 5- 365202 2 ". 4" STUD PROPERTY LINE SEWER MAIN TO PROPERTY LIN STD. PLAN — 406.1 YFRIIGL N1ro 19 NDRMOmN: NW I" ,89, .. �,) CITY OF RENTON DATUM Planning %Building /Public Works Dept. NELSON PLAT SIGNATURE CUSTOM HOMES of WA, LLC SEWER/WATER DETAILS 11 wUm G W L T N W 2 x'Om0 h�0�°oa W 3zu OOx� w � F H w ,z O O I QEITI F 05/28/2012 DEIDSOOM PNY mom I I b FUTURE 6" BUILDING SEWER PIPE BUILDING SEWER �� — —j — T:E WITH 6" SIDE OUTLET 6"x6 "x6" WYE WITH A SURFACE CLEANOUT WITH §_ SIDE SEWER AND euILDING SEWER n CAST IRON RING & COVER o (EAST JORDAN IRON WORKS i 2975 OR APPROVED EQUAL, SPECIFY 'SEWER" ON UD, SEE STD. PLAN 403.1 FOR INSTA"TION) " ALLOWABLE MAX. ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS CAST IRON PIPE TO MAIN ONES ARE AS FOLLOWS: DUCTILE IRON PIPE. 001 A. MTRInED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE y COUPUNGS(FERNCO OR APPROVED EQUAL). IFOR 1:3:5 MIX p CONCRETE PN'pOMM B. CONCRETE MAIN -CORE- DRILLED MIDI ROMAC SADDLE 0� APPROKD EOVAL). BLOCKING �MW'1 k�.h, (OR z� C� 2S MIN SLOPE C. PVC MAIN - CORE - DRILLED WTH ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN NEW ME USING RIGID COUPLINGS 6" SIDE OUTET YES SEWER MAIN HORIZONTAL D. DUCTILE IRON MAIN - CORE - DRILLED WITH ROMAC SADDLE (OR APPROVED EQUAL). 6" MIN. SEWER MAIN E. MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL CONCRETE BLOCKING PAGE BE AT MANUFACTURED KNOCK -OUTS OR THE OF TEE AT MAIN 0 25 TVPICA ELEVATION SIDE STRUCTURE SHALL BE CORE- DRILLED. NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY UNE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. SEWER MAIN TO PROPERTY LIN STD. PLAN — 406.1 YFRIIGL N1ro 19 NDRMOmN: NW I" ,89, .. �,) CITY OF RENTON DATUM Planning %Building /Public Works Dept. NELSON PLAT SIGNATURE CUSTOM HOMES of WA, LLC SEWER/WATER DETAILS 11 wUm G W L T N W 2 x'Om0 h�0�°oa W 3zu OOx� w � F H w ,z O O I QEITI F 05/28/2012 DEIDSOOM PNY mom I I � _ �C � d-CJ e5 PORTION OF THE SW 1/4, SE 1/4 OF SECTION 5, TOWNSHIP 23 N, RANGE 5 EAST, W.M. co 00 O Q��v - x --_ ...- 2 ?4 .---- - -- J ' v - A pp SEWER STUB • '. U s`', I- FOUND CONCRETE MON IN CASE WITH '' \,�'( 212 IE= 266.90 ; a ••:, = (( J 1 1/2" BRASS DISK AND PUNCH AT INTERSECTION OF N.E. 14TH ANDAN• � I ��RR�CCA�AA \\ m MONTEREY AVE. N.E. E 0 p0 _ _ - „' DOWN 0.6' ( pC o2 p. p ch N 187048.36 ( \' F F • 0� 0 6 $ Q E 1304459.92 �- EL 283.09 JSTA. 02+000 5. ��.rl I AS- BUIL'I�� 'his\ z7.• �, \� .: I In j SSMH 3 48 J :a RIM= 268.86 i u 6 Abp z L ,r-` N m p'C �`L0 00 k S 2 Z E 261.43, 8” (SW) o v L• IE 261.61, 6' NE ,y � \,OA �2ro -_.... — —�- -1 -SEWER STUB Ac )I� �� _ \� FF J - -cs �' S, .� p i7 �. IE 263 23 m /o A m _ , w. 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REVISION BY DATE APPR 5f11L0P0ap'r AVE. N.E. (CITY OF RENTON C.P.N. 71) N 186463.1572 E 1304865.211 EL 284.63 8/16/2011 STA =0 +00, AS -BUILT WATER PLANS CITY OF RENTON, W- 034201 A NOTEi EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION, NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1 -800- 424 -5555 GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet S=365204 NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, AND TRENCH WIDTHS, 1. TRENCHES (ROAD CROSSINGS) d. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3') OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED SHALL BE GROUNDED AND 2° OVERLAY. wnirx new i° RCITY OF RENTON DATUM Planning /Building /Public Works Dept. NELSON PLAT SIGNATURE CUSTOM HOMES of WA, LLC SEWER PLAN & PROFILE AS -BUILT 04 -20 -2013 a&,, S - 365�_0� V) P4 Wum w Z Rio W w9��0 O E 05/28/2012 ar