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HomeMy WebLinkAboutzS-2196Setmg)V [9Qo I I , �Q \Ao a I I o0 L-A IL E�T3 oa I - o,' \� �aG I I zi 7 �4 - SCALE. V = 100' 6 100 200 300 MERIDIAN CITY OF P.ENTON SURVEY CONTROL NETWORK - HAD 1983/1991, WASHINGTON COORDINATE SYSTEM OF 1983/1991, NORTH ZONE, CONTROLLING MONUMENTS: No. 60 N 1/4 CORNER SECTION 19 T23N EDE WM No. 659 CASED PIPE AT INT. OF S PUGET DR. & BENSON DR. S No, 1898 RR SPIKE AT INT, OF SHATTUCK AVE. S. & S. 6th ST. DATUM: CITY OF RENTON SURVEY CONTROL NETWORK - HAVE 1988 AS ESTABLISHED BY TRIAD ASSOC. FOR THE CITY OF RENTON. CONTROLLING BENCHMARKS- NATIONAL GEODETIC SURVEY (NGS) BENCH MARK BRASS DISC, NOS ARCHIVE N0. SY0624 STAMPED 462 1973° SET VERTICALLY IN THE SOUTHERLY FA OF 0 CE THE EI ?IrK WALL OF THE US_ POST OFFICE MAIL HANDLING BUILDING, APPROXIMATELY 1.5' EASTERLY OF THE SOUTHWEST CORNER OF THE BUILDING, LOCATED AT THE NORTHEASTERLY CORNER OF HOUSER WAY & WILLIAMS AVENUE S, APPROXIMATELY 4.0' ABOVE THE GROUND. No_ 673 TOP OF CASED MON. 12N. OF INT. OF MORRIS AVE. S & S. 2nd ST. ELEV. = 9.943 M. OR 32621 FL Engineering r A Planning Surveying Penhallegon_ Associates Consulting Engineers, Inc. '!50 SIXTH STREET SOUTH SUITE 200 KIRKLAND, WA 98033 (206) 827 -2014 P. A. C.E. JOB NO = 96403.00 Nwp_s7 -,®96 5 LINE SE1 N LINE NE1 - � SHEET 4i '4 SEC. 18 T23N ESE WM 7 / 14 590 19 T23N R97 E WM UNDERGROUND UTILITIES NOTE: THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY EXISTING DESIGN AND ASBUI LT MAPPING PROVIDED BY THE CITY OF P.ENTON AND OTHER PRIVATE UTILITY COMPANIES. BECAUSE OF THE INCOMPLETE MAPPING AVAILABLE PENHALLEGON ASSOC. HIGHLY RECOMMENDS THAT THE CITY AND ANY PRIVATE UTILITY COMPANY WITH UTILITIES IN THE AREA CHECK AND VERIFY UNDERGROUND LOCATIONS SHOWN ON THIS MAP BEFORE ANY DESIGN WORK BEGINS. PENHALLEGON ASSOC., INC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD ALL MONUMENTS INDICATED AS FOUND WERE RECOVERED DURING THE COURSE OF THIS SURVEY AT THE DATE SHOWN IN THE SURVEYORS CERTIFICATE, UNLESS OTHERWISE NOTED. A 2" GEODIMETER 400 SERIES INSTRUMENT WAS UTILIZED TO PERFORM ANGULAR AND LINEAR MEASUREMENTS, UNLESS OTHERWISE NOTED. TRAVERSE CLOSURES WERE BETTER THAN 1:15,000. THIS IS A COMPUTER AIDED DRAWING - SPOT ELEVATIONS, DESCRIPTIONS & COORDINATES CAN BE FOUND ON SEPARATE LAYERS. QQOOG°�QD[QLQ�� K OOo V1;=JOL L W N0. NORTHING EASTING I DESCRIPTION (FB/PG) 612 I Q � I RIGHT -OF -WAY LINES RENTON CPS 612 III �I� mg)V [9Qo I I , �Q \Ao a I I o0 L-A IL E�T3 oa I - o,' \� �aG I I zi 7 �4 - SCALE. V = 100' 6 100 200 300 MERIDIAN CITY OF P.ENTON SURVEY CONTROL NETWORK - HAD 1983/1991, WASHINGTON COORDINATE SYSTEM OF 1983/1991, NORTH ZONE, CONTROLLING MONUMENTS: No. 60 N 1/4 CORNER SECTION 19 T23N EDE WM No. 659 CASED PIPE AT INT. OF S PUGET DR. & BENSON DR. S No, 1898 RR SPIKE AT INT, OF SHATTUCK AVE. S. & S. 6th ST. DATUM: CITY OF RENTON SURVEY CONTROL NETWORK - HAVE 1988 AS ESTABLISHED BY TRIAD ASSOC. FOR THE CITY OF RENTON. CONTROLLING BENCHMARKS- NATIONAL GEODETIC SURVEY (NGS) BENCH MARK BRASS DISC, NOS ARCHIVE N0. SY0624 STAMPED 462 1973° SET VERTICALLY IN THE SOUTHERLY FA OF 0 CE THE EI ?IrK WALL OF THE US_ POST OFFICE MAIL HANDLING BUILDING, APPROXIMATELY 1.5' EASTERLY OF THE SOUTHWEST CORNER OF THE BUILDING, LOCATED AT THE NORTHEASTERLY CORNER OF HOUSER WAY & WILLIAMS AVENUE S, APPROXIMATELY 4.0' ABOVE THE GROUND. No_ 673 TOP OF CASED MON. 12N. OF INT. OF MORRIS AVE. S & S. 2nd ST. ELEV. = 9.943 M. OR 32621 FL Engineering r A Planning Surveying Penhallegon_ Associates Consulting Engineers, Inc. '!50 SIXTH STREET SOUTH SUITE 200 KIRKLAND, WA 98033 (206) 827 -2014 P. A. C.E. JOB NO = 96403.00 Nwp_s7 -,®96 5 LINE SE1 N LINE NE1 - � SHEET 4i '4 SEC. 18 T23N ESE WM 7 / 14 590 19 T23N R97 E WM UNDERGROUND UTILITIES NOTE: THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY EXISTING DESIGN AND ASBUI LT MAPPING PROVIDED BY THE CITY OF P.ENTON AND OTHER PRIVATE UTILITY COMPANIES. BECAUSE OF THE INCOMPLETE MAPPING AVAILABLE PENHALLEGON ASSOC. HIGHLY RECOMMENDS THAT THE CITY AND ANY PRIVATE UTILITY COMPANY WITH UTILITIES IN THE AREA CHECK AND VERIFY UNDERGROUND LOCATIONS SHOWN ON THIS MAP BEFORE ANY DESIGN WORK BEGINS. PENHALLEGON ASSOC., INC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD ALL MONUMENTS INDICATED AS FOUND WERE RECOVERED DURING THE COURSE OF THIS SURVEY AT THE DATE SHOWN IN THE SURVEYORS CERTIFICATE, UNLESS OTHERWISE NOTED. A 2" GEODIMETER 400 SERIES INSTRUMENT WAS UTILIZED TO PERFORM ANGULAR AND LINEAR MEASUREMENTS, UNLESS OTHERWISE NOTED. TRAVERSE CLOSURES WERE BETTER THAN 1:15,000. THIS IS A COMPUTER AIDED DRAWING - SPOT ELEVATIONS, DESCRIPTIONS & COORDINATES CAN BE FOUND ON SEPARATE LAYERS. QQOOG°�QD[QLQ�� K OOo V1;=JOL L W N0. NORTHING EASTING ELEV_ DESCRIPTION (FB/PG) 612 181145.64 1306096.11 RIGHT -OF -WAY LINES RENTON CPS 612 1333 181190.68 1295717.13 W RENTON CPS 1333 50 175890.99 1298012.66 GUY ANCHOR RENTON CPS 60 1 /4MON 1898 176367.50 1299156.69 GAS LINE UNDERGROUND POWER LINES RENTON CPS 1898 ® SHATTUCK AVE S & S 6TH ST UGT UNDERGROUND TELEPHONE LINES ❑ TELEPHONE /TV RISER 34 175877.32 1300674.52 --¢- STREET LIGHT 619 54A SE CORNER SEC 18 -23 -5 35 173221.28 1300640.30 619.54.2 S- 1 /4MON SEC 19 -23 -5 o MAILBOX 45 '176905.64 1300117.25 DECID. TREE INT. S 5th ST & SMITHERS AVE S 1 36 'I 7691,180 7299801.29 619A -09.1 MON 4 S 5th ST & MORRIS AVE S 46 176899.:10 1300428.19 ANGLE PT ® S 5th ST & BURNETT AVE S (W) 37 176893.41 1300505.84 619A.09.2 MON ® S 5th ST & BURNETT AVE S (E) 2 175885.10 1299146.04 619.04 .2 MON @ S 7th ST & SHATTUCK AVE S 22 175881.82 1299778.10 619.15.4 CASED HUB ® S 7th ST & MORRIS AVE S 12 175880.19 1300094.17 619.14 ,3 CASED HUB (ii, S 7th ST & SMITHERS AVE S 39 176346.62 1300104.40 619.111 MON @) S 6th ST & SMITHERS AVE S 4 176353.89 1299788.60 27.71 619.04.4 MON @ S 6th ST & MORRIS AVE S 61 176363.19 1299356.64 102 +00.00 S. 6TH ST. - SET P.K. NAIL W/ WASHER 62 176358.89 1299556.59 104 +00.00 S. 6TH ST. 63 176354.58 1299756.55 106 +00.00 S. 6TH ST. 64 176350.03 1299956.50 108 +00.00 S. 6TH ST. 65 300156.44 106 +00.00 S. 6TH ST. 66 w 00356.39 110 +00.00 S. 6TH ST. - 67 00400 -53 112 +44.16 S. 6TH ST. - A WATER VALVE CENTER LINES b- HYDRANT REVIEW FOR COMPLIANCE TO CITY'S STANDARDS / :� - 7 9G PROPERTY LINES ® WATER METER - - - - - -- RIGHT -OF -WAY LINES ® Q MANHOLES (SS /SD) - - -- -- DITCH LINES/ FLOW El CB W WATER LINE + O POWER /UTILITY POLE SS SANITARY SEWER LINE GUY ANCHOR SD STORM DRAIN LINE © POWER TRANSFORMER G UGP GAS LINE UNDERGROUND POWER LINES LEI M POWER TELEPHONE VAULT / UGT UNDERGROUND TELEPHONE LINES ❑ TELEPHONE /TV RISER tD GAS VALVE --¢- STREET LIGHT SPOT ELEVATION a SIGN o MAILBOX ROCKERY DECID. TREE ® FOUND CASED MONUMENT x SET PK NAIL UNLESS OTHERWISE NOTED RECOMMENDED FOR APPROVAL WASTEWATER UTILITY DATE REVIEW FOR COMPLIANCE TO CITY'S STANDARDS / :� - 7 9G oNU TY MS DIRECTOR 'DATE MAI ENANC SERVICES DIRECTOR DATE ROLL'149 357 � 4t �s I i - P.r ,S-2ICl (Do/ CITY OF RENTON SOUTH 6TH STREET SANITARY SEWER REPLACEMENT PROJECT ( SHATTUCK AVE. S. TO BURNETT AVE. S ) DESIGNED: DAIS: Di 18!96 FILE IIAFIF. : 5E111- -SRV DOA WN: FW GNECKED SCALE: I" 0 FIELD BK.: 582 P,.. A1.1- DATE APPROVED: SHEE, I I ?F: 11 3 I I I I 40'N OF CL RECONNECT EXISTING 8" SEWER WITH INTERIM CLEANOUT ASSEMBLY PER DETAIL k4 1 802 LF OF 8" PVC @ 0.4% SLOPE I 103�--4 R'T 8.1' 1 I — — — — — - — — - — - — — — - — — — — J - -- I --- I - -� -- - - - -- i - -- -- REMOVE I I I I I M NEW 600 MANHOLE 1 STA _ I I I I ANHOLE _ _- I . h LJ I ,,. CONTRACTOR SHALL COORDINATE RELOCATION OF WATER METERS WITH CITY WATER DEPARTMENT ABANDON IN PLACE PER DET.k3 I REMOVE EXISTING U I I I MHk2 STA 101 58 RF- B I I NEW 600 MANHOLE C TY OF RENTON MON #331 I H I I I I I I CONC. MON IN CASE RECONNECT EXISTING 8 PVC 40" S OF CL WITH INSIDE DROP PER DETAIL k2 I I I RECONNECT EXISTING B SEWER WITH 1••- I 302 RLF OF 8N PVC ®SO 4% SLOPE DETAIL k4 I I H 40. r I I I I I I I I s D (-j Z I i_ -L Ic/) m m r� m s —I I _ I / / w..—E aT 5.1' MHg4 STA 404N- 3-RT -4 NEW 480 MANHOLE CONFIRM IF 4 SIDE SEWERS ARE ACTIVE. - IF ACTIVE. RECONNECT PER STANDARD DETAIL B -07T (ET ^T ' . 99.59.9 a7 Io.S' ,. liT 10.8' aT ' NEW4480AMANHOLE Ml 1 STA B,—r.- NEW 600 MANHOLE T MH 2 STA 101 +58 11' 4 NEW 600 MANHOLE NEW3480A 4G4 4 MANHOLE IE 12' W � 1�.q1 IE 12" W P.919- so.n� IE 12 E 4&B9- 1n.H9 IF 18" N & S 16.19f IE 12 W iE&7- n.2S I IE 8" S 18.69 N 7_O-4 I I REMOVE EXISTING QI _ (13.9' BEEP }i' I 40' N OF CL 2w c� 2'7.06. 30 .... 21�. P -, 21..19 IF 8" N 16-9? - -.).ER }) ^'L6.23 - -- 21n1 SL 21..82 RECONNECT EXISTING 8" SEWER WITH r� I I SLOPE DETAIL k4 502RLF OFF 8N PVC ASSEMBLY PER II 12z 20 159 1_F O.'sVI, PLUG 12" PVC TO EAST 116 �a o.1e4. ', " 12 SS ®6- 3,`�1� 159,F, 6 12 "- SS ® 83' 44;4- A 12" SS 0 Ana a I �I I SEA + - I I 1- RECONNECT EXISTING SIDE SEWER RECONNECT -rh S�' PER STANDARD DETAIL 8 -079 I RS I I I OF RENTON MON 1898 i L __ —. _ — — — _ — — — — — — — — — — — '""� L SPIKE - _ — — — _. I I. I �_ ..: ss ss ;� ss ss ss SS ::, ss k-_.___ _ -- -__ •___ -__... ___...- __ -. __....- ___. _.._L_... I I I I 40'N OF CL RECONNECT EXISTING 8" SEWER WITH INTERIM CLEANOUT ASSEMBLY PER DETAIL k4 1 802 LF OF 8" PVC @ 0.4% SLOPE I 103�--4 R'T 8.1' 1 I — — — — — - — — - — - — — — - — — — — J - -- I --- I - -� -- - - - -- i - -- -- REMOVE I I I I I M NEW 600 MANHOLE 1 STA _ I I I I ANHOLE _ _- I . h LJ I ,,. CONTRACTOR SHALL COORDINATE RELOCATION OF WATER METERS WITH CITY WATER DEPARTMENT ABANDON IN PLACE PER DET.k3 I REMOVE EXISTING U I I I MHk2 STA 101 58 RF- B I I NEW 600 MANHOLE C TY OF RENTON MON #331 I H I I I I I I CONC. MON IN CASE RECONNECT EXISTING 8 PVC 40" S OF CL WITH INSIDE DROP PER DETAIL k2 I I I RECONNECT EXISTING B SEWER WITH 1••- I 302 RLF OF 8N PVC ®SO 4% SLOPE DETAIL k4 I I H 40. r I I I I I I I I s D (-j Z I i_ -L Ic/) m m r� m s —I I _ I / / w..—E aT 5.1' MHg4 STA 404N- 3-RT -4 NEW 480 MANHOLE CONFIRM IF 4 SIDE SEWERS ARE ACTIVE. - IF ACTIVE. RECONNECT PER STANDARD DETAIL B -07T (ET DATUM ELEV _ 10.00 100 +00 101 +00 HORZ. SCALE: i" = 20' VERT. SCALE: 1" = 5' l ..55//yy���� Engineering Planning Uffff —F Surveying 0 20. 40 60 Penhallegon Associates Consulting Engineers, Inc. GRAPHIC SCALE 750 SIXTH STREET KIRKLAND, WA 98033 (206) 827 -2014 P.A.C.E. JOB NO. 96403.00 wvvp - ?7 -,� q6 102 +00 103 +00 AS -GUI,T tWF62MAT10Q (.20V10E0 F20a1 .PLC, ST'-PQo oaA eTUO 2ES \Olwlts IN F1�E. RECOMMENDED FOR APPROVAL L. WASTEWATER UTILITY DATE NC 104 +00 HG1 h h 23169 9`°GI9TEP� OE.� �iZ'ytMti•." PXRIHES 40 I wY tl1.1 D n =C Z F7I 30 -. O U1 - - O Ul m 20 rH V) =E m m 1 U1 _ -s-2/9,40 2 0 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS ^T ' . 99.59.9 a7 Io.S' ,. liT 10.8' aT ' NEW4480AMANHOLE Ml 1 STA B,—r.- NEW 600 MANHOLE T MH 2 STA 101 +58 11' 4 NEW 600 MANHOLE NEW3480A 4G4 4 MANHOLE IE 12' W � 1�.q1 IE 12" W P.919- so.n� IE 12 E 4&B9- 1n.H9 IF 18" N & S 16.19f IE 12 W iE&7- n.2S IE 8" S 18.69 N 7_O-4 IF 12' E 45139-1 ie.V, IE 12 E 45.97 1.11 - IE 12" E 4'.6" 11,50 IF 8" S 3-66 18.16 _ (13.9' BEEP }i' IF 8" S a&.9 (INSIDE DROP) n.'ia T 2w c� 2'7.06. 30 .... 21�. P -, 21..19 IF 8" N 16-9? - -.).ER }) ^'L6.23 - -- 21n1 SL 21..82 r9.9' t alM a, 12z 20 159 1_F O.'sVI, - 116 �a o.1e4. ', " 12 SS ®6- 3,`�1� 159,F, 6 12 "- SS ® 83' 44;4- A 12" SS 0 Ana a DATUM ELEV _ 10.00 100 +00 101 +00 HORZ. SCALE: i" = 20' VERT. SCALE: 1" = 5' l ..55//yy���� Engineering Planning Uffff —F Surveying 0 20. 40 60 Penhallegon Associates Consulting Engineers, Inc. GRAPHIC SCALE 750 SIXTH STREET KIRKLAND, WA 98033 (206) 827 -2014 P.A.C.E. JOB NO. 96403.00 wvvp - ?7 -,� q6 102 +00 103 +00 AS -GUI,T tWF62MAT10Q (.20V10E0 F20a1 .PLC, ST'-PQo oaA eTUO 2ES \Olwlts IN F1�E. RECOMMENDED FOR APPROVAL L. WASTEWATER UTILITY DATE NC 104 +00 HG1 h h 23169 9`°GI9TEP� OE.� �iZ'ytMti•." PXRIHES 40 I wY tl1.1 D n =C Z F7I 30 -. O U1 - - O Ul m 20 rH V) =E m m 1 U1 _ -s-2/9,40 2 0 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS CITY OF RENTON MON 0246 CONC. MON. w CASE I SM11N�1?5' INT.4 +7219 (N) =106 +3206 (E 3rd APP, 40" N OF CL RECONNECT EXISTING \ 8' SEWER WITH INTERIM CLEANOUT SAAR JG�G f \ ASSEMBLY PER DETAIL #4 SOt LF OF 8' PVC ®0,44 % SLOPE 5th At W. - REMOVE EXISTING s D 17 � � Lo�AHt.6 -nT 7.7 I I I I I Ll I I I I I I I m h, ss ss ss ss ss ss , ss ------ �s IT - — — — — — — — — — — — — — --- — — - , IF I II I I I I I � I I I Ii I Iy I 40' S OF CL Yi RECONNECT EXISTING 8" SEWER WITH O INTERIM CLEAN OUT ASSEMBLY PER DETAIL 0 IE 30i LF OF 8" PVC ® 0.47 SLOPE -- - - - LMH h T 1oT, 8a QT SM ".vr .89 RAT' NEW 480 MANHOLE STA 707 +70 RECONNECT EXISTING SIDE SEWER I I STA 108 +60 - PER STANDARD DETAIL B -079 RECONNECT EXISTING SIDE SEWER PER STANDARD DETAIL B -079 I I I I I I CONTRACTOR WILL CONFIRM IF 8" SEWER y TO SOUTH IS ACTIVE. IF ACTIVE, RECONNECT EXISTING WITH INTERUM CLEANOUT ASSEMBLY W PER DETAIL 04. 4 C V! CITY OF RENTON MON 0296. LEAD & TACV. IN 'F. 4 +66.54 (N) =109 +4794 (E) I I _ I I � I - I z D - RT 8. 4' 10945'1 RT 9.l D C7 F7 L - -- - - - - - - F MH 6 STA 107 +89 �? rs -- (7 0 i a - - - n ss r� m NEW 480 MANHOLE rn r — IE 12' W H2..66 z�.ia m IE 12' W 49- �3- i2.41. ' r z lo9ASl RT a.% STA roe-r�e- 486 MANHOLE 40' 5 OF CL RECONNECT EXISTING 8" SEWER WITH INTERIM CLEANOUT ASSEMBLY PER DETAIL 04 30} OF OF B" PVC 0 0,77 SLOPE 40 D - - IOLe.42:41 RTI.I - RT 8. 4' 10945'1 RT 9.l D C7 MH 5 STA ,c^o�- +z-,r� MH 6 STA 107 +89 �? MH 7 STA +eB )*58-- R.i--9' (7 _ - NEW 480 MANHOLE NEW 480 MANHOLE NEW 480 MANHOLE 2 r — IE 12' W H2..66 z�.ia IE 12" W ,� zT.ea IE 12' W 49- �3- i2.41. ' r z IE 12" E 4&�B- 2- 4 IE 12" E 4933 ii o3 IE 12" E ' ^� 2s.S6 Z FTl IE 8" S 18.118 2�.H* IE 8" N 19: 2= 22.oL IE 8" S i4&3 21.SY I-'l 3O T ^2a. SO O 2�H. 2¢.oT 2t�w 2B.210 2 1M O + -- - - __ - + O UI CD O 0.21e%- W1 t_F O.HBHe (n -. -_ -.., _.. _ LHR `F Os41. . LF ",- orre*- 12' SS (� iii tP 12" S> 934E Go F m .+ �F _ 0.2410 993-6F 12' SS @ 63?b m 20 - „._; --r_F 12” SS &3 m O S m 17 fTl FIT .I py DATUM ELEV DA 9'UV ELEV x r 0,00 106 +00 107 +00 103 +00 109 +OG qy " S 1i0 +0 00 s• 2/9L - _ CITY OF RENTO V &5- 13U1LT WFOQrATIOM DEPARTMENT OF PUBL, IC WORKS PROVICEO PQ0— .PLS :f) TI �' C7�., C M►eiNEO [f24uf1YL. :g -Zk- 1� HORZ. SCALE: 1" = 20' 2@Swac. IAf FILL _�' _ _ VERT. SCALE: 1" = 5' - SAM TAR Y SEWER RELACEMENT PRUvE(:' (SHATTUCK AVE. TO BURNET T ^VE. S -) ' Engineering DESIGNED. DATE: 6/19/96 LE I 6403 -SRV A PLanning �1 RECOMMENDED FOR APPROVAL Danwm. SCALE. 1" _ �U' F 582 Surveying J 0 20 40 60 CHECY.ED: P enhallegon Associates Consulting" Englrleei In C. GRAPHIC SCALE AMf -�04 �5+. -...� 7- Z6 -9(> AS -AJILT rnsR APPROVED SHEET 3 GE 4 750 SIXTH STREET KIRKUAND, WA 98033 (206) 827 -2014 P.A.C.E. JOB NO. 96403.00 WASTEWATER UTILITY DATE NO.. REVISION BY APPR. DATE 3 I 1 1 I J (2 I I I I SM11N�1?S' I I I Q I I 15t APPI170N I I I I RECONNECT EXISTING 8' PVC I I I TO M $8 WITH INSIDE DROP I I PER DETAIL #2 I I I I m I I ,1 REMOVE EXISTING / I Z I I i I I G SAW CUT FINAL JOINT TYP. EACH SIDE j- + EXIST. ASPH. CONC. PAVEMENT, TYP. I 12 4" CL 'B' ASPHALT CONCRETE PATCH TYP (MIN- 2 LIFTS) - 6" CRUSHED SURFACING TOP COURSE ____ ___ _ _ ___ 1 .' ` � TRENCH v7 m ) - -- I Frl SUBSEQUENT BACKFILL 1 (SEE BEDDING /BACKFILL DETAIL) _ . TTl I -; PAY LIMIT OF TRENCH rn _. - -..i_. _�� - -- _ • ' :.I PATCH PAYMENT J 7' 0" MAINLINE � — — — — 6' -0" SIDE SEWERS 61f / / I DOTES 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED WITH TEMPORARY COLD MIX ASPHALT AT END OF EACH WORK DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND THE UNDISTURBED EDGE OF THE TRENCH. �' ABANDON IN PLACE / / / 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL T7MH,, - BE CONSIDERED INCIDENTIAL TO OTHER ITEMS OF WORK. NEW 48N MANHOLE / , / / - / DETAIL 1 ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL / INTO 40 D n r_ Z m MH 8 STA ;-r, 9m5 R+ 9 .. NEW 480 MANHOLE OIE 12" W 28,2F, il.'L- + IE 8" N ?B:3§ RI I.4 25a 1 6 - - - -' 30 UI O - - I US.. m m 141 LF �.Y9 uP i&1 --6F 12" SS 4 9c3 EE FTt 20 m L, DATUM ELEV 112 +00 70.00 HORZ, SCALE. 1' = 20' VERT. SCALE: 1" = 5' luuuul 0 20 40 so GRAPHIC SCALE Engineering A Planning Surveying Penhallegon Associates Consulting Engineers, Inc. 750 SIXTH STREET KIRKLAND, WA 98033 (206) 827 -2014 P.A.C.E. JOB NO. 96403.00 Ivww -�f °�o�Q► TRENCH BACKFILL 5' -0" MAINLINE 4' -0" SIDE SEWERS SEE DETAIL #1 FOR STREET RESTORATION SUBSEQUENT BACKFILL MATERIAL (NATIVE IF APPROVED BY ENGINEER OR IMPORT PER SECTION 7- 17.3(3) OF THE SPECIAL PROVISIONS. PROPOSED SEWER MAIN PIPE ZONE MATERIAL PER SECTION 9- 3.9(3) (TOP COURSE) EXCAVATION AND BACKFILL OF UNSUITABLE MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3, COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4, PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5, ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. DETAIL 3 SEWER MAIN /SIDESEWER TYPICAL TRENCH BEDDING BACKFILL NTS 40' x EXIST 8" SS CLAY, PVC OR.\ OR CONC TO BE REMOVED 8" PVC PIPE TO SURFACE CLEANOUT PER STANDARD. DETAIL B076 1/2 PLL� PS DAMP 41NLESS STEEL APS END NOTES 1. ALL PIPE SHALL BE SIMILAR MATERIAL AS MAINLINE. 2. STAINLESS STEEL STRAPS SHALL HAVE A MAXIMUM SPACING OF 18 ". STRAPS SHALL BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS. DETAIL 2 INSIDE DROP CONNECTION TO 60" DIA MANHOLE NTS 8" PVC PIPE (LENGTH AS NEEDED) - 8" COUPLER - EXIST 8" SS CLAY, PVC OR CONC DEPTH APPROXIMATED BY NEARBY INVERT —8" DOUBLE SWEEP PVC TEE 8" PVC PIPE (LENGTH AS NEEDED) 8" PVC 1/8 BEND — 8" PVC W, /CAP NEW 8" PVC (LENGTH AS NEEDED) SLOPE AS SHOWN DETAIL 4 INTERIM CLEANOUT ASSEMBLY NTS AS_&3%LT ImFDQMATIO,J CQOV10fn FWM PLS STAMPER '0QAWIM6 (ZESM'mt. .let PILE RECOMMENDED FOR APPROVAL Jy —cam 7 -Z4 -9 t- WASTEWATER UTILITY. DATE 1� U v a i oI PATCH PER CITY OF RENTON STD PAVEMENT PATCH DETAIL CONTRACTOR TO DISPOSE OF FRAME AND COVER. REMOVE MINIMUM TOP 2' OF MH FOUNDATION MATERIAL CLASS A 957 DENSITY PER 9 -03.17 CONTROLLED DENSITY FILL TO 6" ABOVE CROSS OF PIPE `-ABANDONED 12" SEWERS FILLED WITH CONTROLLED DENSITY' FILL DETAIL 5 ABANDON 12" SANITARY SEWER & MANHOLES NTS CITY OF RENTON DEPARTMENT OF PUBLIC WORKS