The URL can be used to link to this page

Home My WebLink AboutzS-0716SetTOWNSHIP 23 NORTH, RANGE 5 EAST - 4_ BELLEVUE SECTION 22 SECTION 23 6 TTLE _j ' rPROJECT N w E a 0 P 3 • 11 WLEI L VICINITY MAP I i —' �AILEy i I I I I[ I 10I FEET I I INDEX OF DRAWINGS LOCATION MAP SHEET CONTENTS 1 Ek LOCATION BENCH MARKS BENICH MARKS & NOT SAPS, 2 PLAN 191 PROFILE —STA. 0+00 -12 +00 3 " " STA. 12#00-26+50 NO. DESCRIPTION ELEV• 4 to " STA. 26.50 — 41 + 00 5 " STA 41 +00— END 7 -5 -3 BOLT IN EAST ABUTMENT R.R. 87.60 6 MANHOLES & CONSTRUCTION BRIDGE OVER CEDAR RIVER. N. DETAILS SIDE AT SIGN "46" "THE MUNICIPALITY OF METROPOLITAN 7 -5 -2 LOWER BOLT R.R. P.P. N. SIDE OF 88.71 SEATTLE DOES NOT WARRANT OR TRACKS AT E.S. GUARANTEE TILE ACCURACY OR I7 -118 W.S.H.D. STA. TS I7 -118. N. SIDE OF 90.58 COMPLETENESS OF THE DATA SHOWN TRACKS, E. SIDE GRAVEL PIT ROAD. 7 -5 -1 R.R. SPIKE IN R.R. PP N. SIDE OF 97.27 HEREON" TRACKS, OPPOSITE HOUSE 14615 !1 /VDT ;4S BU /G T I7 -119 W.S.H D STA. TS I7-119. S. SIDE OF 99.89 r, �— �,,f TRACKS, E. SIDE JONES ROAD �C6w 5 -37 -1 R.R SPIKE IN R.R. PP N. SIDE OF 106.83 TRACKS, OPPOSITE AQUA BARN ` THIS DRA�INN� BOX REDUCED DRIVEWAY G 1 KING COUNTY WATER DISTRICT NO. 90 CEDAR RIVER INTERCEPTOR — SECTION 4 _ VICINITY MAP & INDEX TO DRAWINGS �� S seuu AS NOTED Aprle/11° le M B l NATO FEBRUARY,1976 RA300L DONESHVAR P. E LEITH/' R U F961111 BOBBIN A DONESITYAR R ASSOCIATES O11W114 NIss"' 102-05-02 4006 1111101111 AYE 1, SEATTLE, WA I OF 6 / SEC. 221 T. 23N, R.5E. N GOV'T. LOT g / MH RIO -41 MH RIO -42 I STA 6.12 51 STA T• 67.16 � N 173,819 551 N 173,743.462 i ` E 1,673,OT7 763 E 1,673,320 783 Q• / EXISTING MH RIO -40 a , NT174 024 103 I n O E 1,672,607 847 S 75041'41" E Q, Ir / S T2-36'53m E — moose � o ' z � ♦— _ _ TEST PIT — — S 66.28' 36" E 8" STUB N _ _ � � EXISTING 3 " R O P — _ _ _ 3 ® --__. BLACKBERRIES —� NORTHERN p ® 2 sa SURLIN p c 0 23 E "' h TEST PIT 2 �. BM 7"5" RAILRpA ° '$ t 10 1 - I BIN T -S- a" STUB NS 8 - SLPOINT r 6"66 // f - LF -�� 3 21 STUB N IT4 093 94rj b e S —�—_ c N 17364469.321 2� _ s c E 1,673 E 1,672,388 T13 " - -- - - LEY HIGN� — sic Forzce MAPLE VAL�5 —�_ � �Malry MO 0 \ /VDT .4S cgulL T \` o KING COUNTY WATER DISTRICT NO. 90 �r "THE MUNICIPALITY OF METROPOLITAN CEDAR RIVER IATE_RC % SEATTLE DOES NOT WARRANT 01 �LSEWER PLAN & PROFILE - ST& 0+00 -12+00 GUARANTEE THE ACCURACY OR COMPLETENESS OF THE DATA SNINI 1111111 111 p q1 11 1111 HEREON" jd ONE SEEM MEMO IMEMEMEMEMEMEMM EMEMME 0 =-M= ==on OEM MMEEMEME=MMMM ME! ENE MEMEMEMEN EMEMMEM ME Effiffiffiloom no =ME ME -oMMEp= MEN BEER MEE ME mom EMEMENummmmonowwo Mw -mill ME 011110101111MEM R-M ONE ME on mom ME n mw �ww no -- ISO WWWOMMOM MMW wwwo mom �0. . MMMM==== 01111111 mio - M 11 IRSIMME ME = NONE= owns SOMME I MMEMEEMEMEMS9.33MM MENEM SOMME MELINEIME No ON MEMOMMIN RUB 8. MEN MENEM MEME moms - ME MEMO so MOEN MEEMCNEINMENE101; SEEM M OEM IN M No P. is. == Sim MEMEM ION M I EELM ME M INE M MENEM No EMEEMEEMEM-MEM MEESE MMEMEM EM ME 00 SOMME 0 MESSES MEM mom IMEMEMEM mom ION MEMO ME s WE 1 =E111 MEE MEN MEE ZONE MEMEENEEMEM M MEME MEMEM EMfflffiE=MoMM M pz J {41 P AIEI PIAN►I1OFltE "IM a�m 46 70w -M DIRT ROAD `\ I MH RIO-44 STA 19.6716 N 173,446 956 ;1 l MN RIO -45 �V STA 25.6715 N 173,298 703 E 1,675,064 971 1. 10 I X674,48 ! I o N 8" STUB N I I 9 75.41'41" E S" STUB N I !; , 8' STUB N ` Ao Al c ® TEST PIT 4 Wkz EDGE OF BLACKBERRIES-/ ®; BM N17-118 A" B BORING I 0 i io , I N 173,353 591 r J _ STA �¢LIQ BURLINGTON NORTHERN _ _ E 1,674,645603 -� _ N 173,595 209 RAILROAD POINT 'C -1" v �. b a E 1,673,902IT9 N 173,344 375 -T 1,674,643 OFF S? Q MAPLE VALLEY HIGHWAY N — P.S.H. NO. 5 SEC. 22, T. 23N, R.5E. NOT A s Bt/ /L T GOVT. LOT 3 _ TWS DRAWING HAS BEEN REDUCED _ DO NOT &CAL[ - "THE MUNICIPALITY Of METROPOLITAN KING COUNTY WATER D I STR i CT NO. 90 SEATTLE DOES NOT WARRANT OR X01„004 CEDAR RIVER INTERCEPTOR - SECTION 4 GUARANTEE THE ACCURACY OR SEWER PLAN 81 PROFILE -STA. 12 +00 - 26 a 50 GOMPIETENESS Of THE DATA SHOWN '►`�*•� HORIZ I - 'SQ ApplavEs KrisC � ` etas` VER I•- �� s M B HEREON' L SM FEBRUARY, 197 ,E - e8Eeub R D- -_ RASOOL DONEShIVAR _ ""19t asset' DONESNVAR i ASSOCIATES etas"' 0901"p 102-05-02 D 3 OF. 6 5 4000 AURORA AYE a StATTI[ *A 6 1 --j-4 - -- - _ = = ao - eo - -- =- � - - La _ - - - - - - - - - - - - -- - - - _- - -- -- = O OS5 - TO - - � - 03 3 @' r,L 6S RIP - -- - - -- - - - - - - - - -- _ fd -_ - -- - - -- - — - - -_ _- -- 68 a 41 _ - - - _ _ — M 11 G :Elj I IA I P AIEI PIAN►I1OFltE "IM a�m 46 70w -M 5&11v1 lwur=Tnu unoTUre It [If IUTI Mum I I WE 7 V I *1 0 ® TEST PIT a e" STUB I BURLINGTON NORTHERN RAILROAD Pa I I N E i RIO eo MAPLE VALLEY HIGHWAY A,�A � iiO _ . IT2.83e Ile P.S.H. NO. 5 1,676,822 275 "TRE MUNICIPALITY OF METROPOLITAN SEATTLE DOES NIT WARRANT OR GUARANTEE TIE ACCURACY 01 M N) SEE DETAIL COMPLETENESS if TIE U11 SN11I 1i : e3 IDA IEREON" .692282 re, 813 180 �r► r�� 101 CHANNEL Now w V/ R ?J. M i6ir�j671W,-r M HAS SUM MMUM s rmr dr.MA KING COUNTY WATER DISTRICT NO. 90 CEDAR RIVER INTERCEPTOR - SECTION 4 SEWER PLAN & PROFILE - STA. 41#00-END UAL[, N01112 Imo: 64 /1111111 S M B. VENT Ills! FEBRUARY. 076 kML DONEMAR, 1111111 RD P181111 Mile' 1ONESNVAR i ASSOCIATES 1t'•I11 11w. 102-05-02 A 1111 AURORA Art 1, SEATTLE, WA 5 OF 6 ._ is METRO STANDARD LOCKING FRAME AND COVER SEE SPECIFICATIONS CONCRETE ADJUSTING BLOCKS ECCENTRIC CONE 48" 1 D PRECAST_ MH SECTION PRECAST REDUCING BLAB SEE NOTE 4 72" I D PRECAST MH SECTION TYPICAL STUB LOCATION MATCH CROWN WITH THE TRUNK SEWER. chi N i MORTAR SHELF - SLOPE I IN 12 (TYPICAL) STANDARD 6' DIA. MANHOLE 24" TO 48" INCLUSIVE 54 DIA BARS, TYP � m It TYP 1_�♦- TYP S" THICK SLAB WITH — ,�t,r —` J � REINFORCING PLACED f \ I 1 1, 2 CLEAR OF BOTTOM q T1 -I FACE ••�� 1 'r 72" TO 24" REDUCING SLAB a/e DIA. BARS, TYP ,t 2 ", TYP.�� 8" -21" Jr1 W z� ti lr•; GROOVE FOR 48' MANHOLE SECTION *e• 6 N H 350 TO 680 r�a � S" THICK SLAB WITH 3" V V1 REINFORCING PLACED 2 OF BOTTOM \ K �/ e" CELEAR 4" MATCH CROWN TO MAIN SEWER 72" TO 48" REDUCING SLAB METRO STANDARD LOCKING RING AND COVER SEE — SPECIFICATIONS, CONCRETE ADJUSTING BLOCKS ECCENTRIC CONE SEE NOTE 4 48" LD PRECAST_ MH SECTION IB" )I TYPICAL STUD LOCATION MATCH CROWN WITH THE TRUNK SEWER 0. BEEN b ONE LENGTH OF CAST IRON PIPE (CLASS 20) TO SOLID BEARING WHEN SPAN IS MORE THAN 4'. i FLEXIBLE JOINT BACK ►ILL WITH COMPACTED MATERIAL AS DIRECTED BY ENGINEER. M.J. PLUG FOR FUTURE CONN ` p E a C.1 TEE, CL. 20 SMALL BE I INSTALLED gYSEs BASE MANUFACTURER 1/2 MECHANICAL JOINT PLUG col USED AS DAM PI. S • a BELL CAST FOR " FLEXIBLE RUBBER 1 GASKET JOINT, TYP J _ NOTE- CHANNEL TO DIRECT FLOW PARALLEL TO MAIN LINE — SLOPER1 IINE 2 - TYPICAL DROP CONNECTION (TYPICAL) STANDARD 4' DIA, MANHOLE 8" TO 21" INCLUSIVE S" THICK JLAB WITH REINFORCING PLACED 2 CLEAR OF BOTTOM FACE USE ONLY WHEN AUTHORIZED BY ENGINEER 1/2 DIA. BARS, TYP —1 r • II tia 2e �Y� " TYP 2 TYP ``�` � do / 42" TO 24" REDUCING SLAB fill" 0 8 REINFORCING 1 BAR - GALVANIZED 4" FOR ADJUSTING BLOCKS 7r—FOR PRECAST RISERS LESS MAY BE PARALLEL OR RADIAL EXCEPT THAT ALL RUNGS SHALL BE SIMILAR IN ANY MANHOLE MANHOLE RUNG DETAIL CASING PIPE OF LINER PLATE LINER PLATE I D R.C.P. 0 D • KY MI CONTINUOUS OR SKIDS, CRE080T' AS REG'D TO PREVENT NG DURING GROUTING ARRIER PIPE SHALL BE MOOTH WALL PIPE LL VOID WITH GROUT AFTER IPE HAS BEEN PLACED CASING DETAIL M40 ie ALL AROUND "TIE MUNICIPALITY OF NITAOPOLITAN 05 HOOPS ®12 1 :" ARIES 12• SEATTLE DOES NOT WARRANT ON iUARANTEE THE ACCURACY ON CONPLETEIIESS IF THE DATA SHOWN 16 d .. • +,,, HEREON„ N6 HOOPS ®d' R.C.P. NOT I R S 04® 12 THIS DWING HAS BOX MUCIM CLOSURE DETAIL °O M°T SCMA CENTER OF MANHOLE EACH VPIPEOTOHAI FDE F CONTOUR OF MANHOLE AND PLASTER BROKEN AII RMARMYE�CALL MANHOLEP. DEFLECTION ANGLE (A) CAST IRON PIPE, CL 20 NOTE- AT MH A -I MAKE DROP 8" -21" PORTION 12: W z� 48" z S" MIN, TYR ALL BIDES O W 0 N H 350 TO 680 3" 4" 3" CONCRETE CL 5 (11Yj) BLOCK_ 66- TO 78• POURED IN PLACE e" C 1. 900 BEND, CL 20 4" MATCH CROWN TO MAIN SEWER M.J. PLUG FOR FUTURE CONN ` p E a C.1 TEE, CL. 20 SMALL BE I INSTALLED gYSEs BASE MANUFACTURER 1/2 MECHANICAL JOINT PLUG col USED AS DAM PI. S • a BELL CAST FOR " FLEXIBLE RUBBER 1 GASKET JOINT, TYP J _ NOTE- CHANNEL TO DIRECT FLOW PARALLEL TO MAIN LINE — SLOPER1 IINE 2 - TYPICAL DROP CONNECTION (TYPICAL) STANDARD 4' DIA, MANHOLE 8" TO 21" INCLUSIVE S" THICK JLAB WITH REINFORCING PLACED 2 CLEAR OF BOTTOM FACE USE ONLY WHEN AUTHORIZED BY ENGINEER 1/2 DIA. BARS, TYP —1 r • II tia 2e �Y� " TYP 2 TYP ``�` � do / 42" TO 24" REDUCING SLAB fill" 0 8 REINFORCING 1 BAR - GALVANIZED 4" FOR ADJUSTING BLOCKS 7r—FOR PRECAST RISERS LESS MAY BE PARALLEL OR RADIAL EXCEPT THAT ALL RUNGS SHALL BE SIMILAR IN ANY MANHOLE MANHOLE RUNG DETAIL CASING PIPE OF LINER PLATE LINER PLATE I D R.C.P. 0 D • KY MI CONTINUOUS OR SKIDS, CRE080T' AS REG'D TO PREVENT NG DURING GROUTING ARRIER PIPE SHALL BE MOOTH WALL PIPE LL VOID WITH GROUT AFTER IPE HAS BEEN PLACED CASING DETAIL M40 ie ALL AROUND "TIE MUNICIPALITY OF NITAOPOLITAN 05 HOOPS ®12 1 :" ARIES 12• SEATTLE DOES NOT WARRANT ON iUARANTEE THE ACCURACY ON CONPLETEIIESS IF THE DATA SHOWN 16 d .. • +,,, HEREON„ N6 HOOPS ®d' R.C.P. NOT I R S 04® 12 THIS DWING HAS BOX MUCIM CLOSURE DETAIL °O M°T SCMA CENTER OF MANHOLE EACH VPIPEOTOHAI FDE F CONTOUR OF MANHOLE AND PLASTER BROKEN AII RMARMYE�CALL MANHOLEP. DEFLECTION ANGLE (A) OFFSET DIMENSION (X) 8" -21" 24 " -30" 38" -42" 48" LESS THAN 380 0 0 0 0 350 TO 680 3" 4" 3" 2" 66- TO 78• 8" e" 8" 4" 78- M LARGER 1 10 " 1 12" 10" 8" TYPICAL CONNECTION DETAIL NOTES 1 WHERE CLEAR HEIGHT 19 LESS THAN T FEET, MANHOLE SHALL BE CONSTRUCTED AS DIRECTED BY ENGINEER. 2 EXCEPT WHERE OTHERWISE NOTED 4 FOOT DIAMETER RISER MAY BE SUBSTITUTED WHERE CLEAR HEIGHT IS GREATER THAN T FEET 3 PRECAST VERTICAL SECTIONS SHALL CONFORM TO CPAW 102 EXCEPT WHERE OTHERWISE NOTEp CONTRACTOR SHALL SUBMIT DESIGN DRAWING FOR APPROVAL. 4 ALL MANHOLE RISER JOINTS SHALL BE A RUBBER GASKET TYPE DETAILS OF JOINT AND GASKET SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. MAX. WIDTH DETERMINED BY EASEMENTS G PERM T8 SIDE SLOPES TO SUIT OPERATION CONTRACTOR'S NATIVE MATERIAL IF SUITABLE PIPE OA • 2 MIN. INITIAL BACKFILL WITH BANK RUN, GSX COMR _ a ,•e! ,f a= L CLASB B BEDDING TYPICAL TRENCH SECTION