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C195 - AS BUILT PLANS
Z O fy H Q Q w CO w Q CJ LU w w Q 0 N O 0 N ►i ri N fh O 0135 SEC. 18, T 21 N, R 05 E, W.M. OP O / / m , �l t Ir 4 � p 5 r s, 1 _` - - �■ 10 TEl = D �: O I T MPORARY SHORING WALL S E SHEETS BR -02 AND BR -06 4 rnry 2 (TYP) CDI N pw `n 4 n I O OLD CONC FOUNDATION WII L04 J 7" W', 1' C � I i 5 X m NT m - SEE NOTE 6 3 ':SEE NOTE 4 1 D - - D — PST c76 x, D -SEE NOTE 7 IP LEGEND ►PM /, 7 t+� ( I I � j j ' cc�-- to ?K 0 20 40 60 GRAPHIC SCALE 10 c REMOVE EXISTING CEMENT CONCRETE PAVEMENT /SIDEWALK TO THE NEAREST JOINT OR AS DIRECTED BY THE ENGINEER - -- - -- PROPOSED ROW PERMANENT EASEMENT SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT TEMP CONSTRUCTION EASEMENT CUT CUT LINE FILL FILL LINE REMOVE EXISTING BRIDGE ABUTMENT SLOPE PROTECTION X REMOVE EXISTING TREE SAWCUT HVF - HIGH VISIBILITY FENCE FLOW DIRECTION REMOVE EXISTING GRAVEL DRIVEWAY TEMPORARY D TEMPORARY DRAIN PIPE p TEMPORARY CONSTRUCTION PUMP ENTRANCE, PER REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER + + + COA DETAIL + + + EROSION -01 EROSION CONTROL BLANKET, SEE ECD -2 v SILT FENCE, PER COA STD DET EROSION -03 + r PST © INLET PROTECTION, EXISTING CATCH BASIN, PER COA STD DET EROSION -04 PORTABLE STORAGE TANK ❑■ INLET PROTECTION, PROPOSED CATCH BASIN, PER COA STD DET EROSION -04 SEDIMENT TRAP, SEE ECD -2 TEMPORARY PIPE —��-- ° SLOPE DRAIN, SEE GEOTEXTILE ENCASED CHECK DAM, SEE ECD -2 ECD -2 No Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE ♦ ■ 1 N- - — - — Drawn ST 11/04/2011 ♦ P° MC_ KF�� These drawings conform to the Z OF l Reviewed SF 11/04/2011 H Z z Contractor's construction records. • - - - O Approved I JM 11/04/2011 p Drawn By: Date SCALE: Z Q�F- � � WU Construction Inspection ASND FGISTER�G��`1 7l7 !Y SSIONAL E� ° File: 382424DM1.dgn *tar t 6-0 CITY OF UBURN WASHINGTON CH2MH I LL TEM_PORARY_SEDIMENT 6 X FOND RISER 1 ECD -3 x i 4) D— n z n. X X21,1 � BUSH 6\�IpECIDUOUt:� 7 7 I% SEE NOTE 5 10" HEMLOCH: 11 "CEDAR X DEMOLITION NOTE_ S: UREMOVE FENCE 0 PSE POLE TO BE REMOVED AND ¢ RELOCATED BY OTHERS 10 EXISTING UNDERGROUND UTILITY -- TO BE ABANDONED BY OTHERS 13 PROTECT EXISTING FENCE IN PLACE EROSION CONTROL NOTES: INSTALL INLET PROTECTION AT EXISTING CATCH BASINS AND NEW CATCH BASINS. SEE SHEETS ST -1 THROUGH ST -11 FOR NEW CATCH BASIN LOCATIONS. - O PUMP RUNOFF TO PORTABLE 2 END STORAGE TANKS (STAGE 2) 13 BEGIN PUMP RUNOFF TO TEMPORARY SEDIMENT POND (STAGE 2) - 5 INSTALL TEMPORARY GROUND COVER OVER DISTURBED SURFACES 6 INSTALL TEMPORARY SEDIMENT POND WITH RISER AND DISCHARGE PIPE (STAGE 1) / 13 INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE AT EGRESS TO PUBLIC ROADWAY X � i X i!: JAP MAPLE 10 "(X2) (SPLIT TRUNI 4" JAP MAPLE j2" JAP MAPLE X 13 NOTES: 1. CITY UTILITY, SIGNAL, CITY SIGNAGE AND KING COUNTY SEWER REMOVALS, ABANDONMENTS AND SALVAGE ARE INDICATED ON THE RESPECTIVE DISCIPLINE SHEETS. 2. REFER TO LANDSCAPING AND IRRIGATION PLANS FOR PERMANENT REVEGETATION. 3. INSTALL SILT FENCE AT THE TOE OF THE POND EMBANKMENT. 4. A PORTION OF THE RAILROAD IMPROVEMENT AREA IS NOT SHOWN IN THIS EROSION CONTROL PLAN. PORTABLE STORAGE TANKS TO BE USED FOR STORMWATER RUNOFF FROM BNSF STA 195 +90 TO 204 +00 AND BNSF STA 204 +00 TO 212 +00. 5. DRAIN PIPE TO DISCHARGE STORMWATER DOWNSTREAM OF THE COLLECTION POINT. 6. AT BNSF 202 +30 LT, REMOVE PORTION OF EXISTING 12" CMP AND CONNECT TEMPORARY DRAIN PIPE. INSTALL DRAIN PIPE ALONG EXISTING SLOPE OUTSIDE CONSTRUCTION LIMITS AND DISCHARGE TO EXISTING DITCH. 7. FOR TESC AND DEMOLITION GENERAL NOTES, SEE SHEET ECD -1. PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington REVIEWED BY: DATE: Proj t Mana r Construction Manager SHEET MAP i DM -9 DM-7 DM -8 D -6} D DM -12 M -10 DM -1 DM -2 DM-3 DM -4 DM -5 DM -13 DM -11 CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 M STREET SE GRADE SEPARATION C201A DEMOLITION AND 11 -o1 EROSION CONTROL PLAN DM -13 29 199 ICI�S OVA Q a. W U) W Q c� Lu W W in Q 0 N U REMOVE EXISTING CEMENT CONCRETE PAVEMENT /SIDEWALK TO THE NEAREST JOINT OR AS DIRECTED BY THE ENGINEER - -- - -- PROPOSED ROW PERMANENT EASEMENT SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT TEMP CONSTRUCTION EASEMENT CUT CUT LINE FILL FILL LINE REMOVE EXISTING BRIDGE ABUTMENT SLOPE PROTECTION X REMOVE EXISTING TREE SAWCUT HVF - HIGH VISIBILITY FENCE FLOW DIRECTION REMOVE EXISTING GRAVEL DRIVEWAY TEMPORARY D TEMPORARY DRAIN PIPE p TEMPORARY CONSTRUCTION PUMP ENTRANCE, PER REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER + + + COA DETAIL + + + EROSION -01 EROSION CONTROL BLANKET, SEE ECD -2 v SILT FENCE, PER COA STD DET EROSION -03 + r PST © INLET PROTECTION, EXISTING CATCH BASIN, PER COA STD DET EROSION -04 PORTABLE STORAGE TANK ❑■ INLET PROTECTION, PROPOSED CATCH BASIN, PER COA STD DET EROSION -04 SEDIMENT TRAP, SEE ECD -2 TEMPORARY PIPE —��-- ° SLOPE DRAIN, SEE GEOTEXTILE ENCASED CHECK DAM, SEE ECD -2 ECD -2 No Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE ♦ ■ 1 N- - — - — Drawn ST 11/04/2011 ♦ P° MC_ KF�� These drawings conform to the Z OF l Reviewed SF 11/04/2011 H Z z Contractor's construction records. • - - - O Approved I JM 11/04/2011 p Drawn By: Date SCALE: Z Q�F- � � WU Construction Inspection ASND FGISTER�G��`1 7l7 !Y SSIONAL E� ° File: 382424DM1.dgn *tar t 6-0 CITY OF UBURN WASHINGTON CH2MH I LL TEM_PORARY_SEDIMENT 6 X FOND RISER 1 ECD -3 x i 4) D— n z n. X X21,1 � BUSH 6\�IpECIDUOUt:� 7 7 I% SEE NOTE 5 10" HEMLOCH: 11 "CEDAR X DEMOLITION NOTE_ S: UREMOVE FENCE 0 PSE POLE TO BE REMOVED AND ¢ RELOCATED BY OTHERS 10 EXISTING UNDERGROUND UTILITY -- TO BE ABANDONED BY OTHERS 13 PROTECT EXISTING FENCE IN PLACE EROSION CONTROL NOTES: INSTALL INLET PROTECTION AT EXISTING CATCH BASINS AND NEW CATCH BASINS. SEE SHEETS ST -1 THROUGH ST -11 FOR NEW CATCH BASIN LOCATIONS. - O PUMP RUNOFF TO PORTABLE 2 END STORAGE TANKS (STAGE 2) 13 BEGIN PUMP RUNOFF TO TEMPORARY SEDIMENT POND (STAGE 2) - 5 INSTALL TEMPORARY GROUND COVER OVER DISTURBED SURFACES 6 INSTALL TEMPORARY SEDIMENT POND WITH RISER AND DISCHARGE PIPE (STAGE 1) / 13 INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE AT EGRESS TO PUBLIC ROADWAY X � i X i!: JAP MAPLE 10 "(X2) (SPLIT TRUNI 4" JAP MAPLE j2" JAP MAPLE X 13 NOTES: 1. CITY UTILITY, SIGNAL, CITY SIGNAGE AND KING COUNTY SEWER REMOVALS, ABANDONMENTS AND SALVAGE ARE INDICATED ON THE RESPECTIVE DISCIPLINE SHEETS. 2. REFER TO LANDSCAPING AND IRRIGATION PLANS FOR PERMANENT REVEGETATION. 3. INSTALL SILT FENCE AT THE TOE OF THE POND EMBANKMENT. 4. A PORTION OF THE RAILROAD IMPROVEMENT AREA IS NOT SHOWN IN THIS EROSION CONTROL PLAN. PORTABLE STORAGE TANKS TO BE USED FOR STORMWATER RUNOFF FROM BNSF STA 195 +90 TO 204 +00 AND BNSF STA 204 +00 TO 212 +00. 5. DRAIN PIPE TO DISCHARGE STORMWATER DOWNSTREAM OF THE COLLECTION POINT. 6. AT BNSF 202 +30 LT, REMOVE PORTION OF EXISTING 12" CMP AND CONNECT TEMPORARY DRAIN PIPE. INSTALL DRAIN PIPE ALONG EXISTING SLOPE OUTSIDE CONSTRUCTION LIMITS AND DISCHARGE TO EXISTING DITCH. 7. FOR TESC AND DEMOLITION GENERAL NOTES, SEE SHEET ECD -1. PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington REVIEWED BY: DATE: Proj t Mana r Construction Manager SHEET MAP i DM -9 DM-7 DM -8 D -6} D DM -12 M -10 DM -1 DM -2 DM-3 DM -4 DM -5 DM -13 DM -11 CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 M STREET SE GRADE SEPARATION C201A DEMOLITION AND 11 -o1 EROSION CONTROL PLAN DM -13 29 199 ICI�S OVA Q a. W U) W Q c� Lu W W in Q 0 N U 0 0 0 • STREET NOTES: COATED CHAIN LINK FENCE TYPE 3, PER WSDOT STD PLAN L-20.10-01 NOTE: FOR GRADING SEE DWGS IG-1 THRU IG-6. LEGEND 4 "i CEMENT CONCRETE SIDEWALK PLANING BITUMINOUS PAVEMENT AND OVER ............. NEW FULL DEPTH HMA PAVEMENT f"llllrxf I-Nu PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washinqton WASHINGTON CH2MHIILL 110 100 Kc ,® 70 NEW GRAVEL SEMI-OPEN CONC. MASONRY SLOPE PROTECTION I WALL • ROW CHAIN LINK FENCE OL]Eftf-r R A AM NZ93WRIENA 0 20 40 60 HORIZ. GRAPHIC SCALE 0 10 20 30 VERT. GRAPHIC SCALE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 M STREET SE PROJECT NUMBER GRADE SEPARATION C201A CONTRACT PAVING NUMBER 11-01 PLAN AND PROFILE SHEET - PV-7 480,7199 Z 0 CL W U) 0 LU LU U) C) C195 r-4 I Ic R Id cy cc SEC. 18, T 21 N, R 05 E; W.M. MATCH TO PV-12 STREET NOTES: OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F- 10.12 -02 RESURFACE DRIVEWAY WITH 2" CSTC OVER 6" CSBC, MATCH TO EXISTING LIMITS 0 0 -17 C) U') 00 _j LEGEND t 4 j CEMENT CONCRETE NEW GRAVEL SIDEWALK ty PLANING BITUMINOUS SEMI-OPEN CONC. PAVEMENT AND OVERLAY MASONRY SLOPE PROTECTION 17 7 7 7 77-71 ........ .... NEW FULL DEPTH WALL HMA PAVEMENT ROW .......... CHAIN LINK FENCE 83+00 84+00 85+00 86+00 87+00 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY I DATE Drawn ST 11/01/2011 These drawings conform to the Reviewed SF 08/25/2011 z Z Contractor's construction records. i C0 Approved JM 08/2512011 Drawn By: Date SCALE: 0 0 U Con c Ctio ONE INCH W AS DRAWN File: 382424PV1 pp.dgn i's m7n IST SIGNAL 1"111rV nr �4�4- PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington WASHINGTON CH2MHILL REVIEWED BY: DATE: ANITIT—lum N.A.V.D. 88 0 20 40 60 HORIZ. GRAPHIC SCALE 0 10 20 30 VERT. GRAPHIC SCALE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 PROJECT M STREET SE NUMBER GRADE SEPARATION C201A CONTRACT PAVING NUMBER 11-01 PLAN AND PROFILE SHEE-11 PV-8 490199 z 0 a. LLJ U) U.1 W W W F_ 0 C195 '),R-18:\ .... ...... .. .......... .......... 110 ...... . . .......... .. .... ... .. ... ... ..... ...... ... :-p z ...... ...... .. ... ..... ... .. .... ...... ..... 110 ........... BNSF RR ........ ....... ......... .......... ....... . .. .... ......... ... ... ... ......... ......... . ...... + ce) F5 . ...... EXISTING .... .. C; Lf) +N go) - I .. 1. 1. - — ....... . 1. 1. - . .... . . : ......... ...... .. 100 . ........ ......... ....... . 1. 1 > .. ... ... ......... ........ ... \ I I ' I I ... ......... ..... I ' . . . . . . . . ..... ......... .. ur) Co CD < W _j M, 2 W . . ........ GROUND (0 CD . . . . . . . . . . .. .... ...... .. ......... .. 100 ......... ..... I \ ....... ...... ....... .... ......... ...... .. ... . ......... ..... ......... ......... ... . ... I .. .. ...... ......... ..... ... ......... .. ....... .. .... ... ... ...... -0.5% .. ...... . 90 . ..... ........ . :0� ... ... . ..... ... .... .... ... ..... ...... ........ .. .... . ........... .. ........ 90 ......... .. .... ..... ...... .. .... ...... 77 1� ...... E IN El INTERSECTION ... ..... .. .... ... .. ......... ...... ... O�S, G G. 1DWG:IG' DIN DING 5. .. ... ..... .. . ... ......... ......... ....... .... ....... owl .. .... ............ .... ......... ...... .. 80 ........ . ....... ... ..... ...... .. ... . .... ... . .. ........ ........ ......... ... ........ .... 80 '�:Ao:: . .. ...... ... .... ........ ......... ......... .. . . .. ......... ......... ......... ... ..... ....... ....... . ....... . .. .... ..... ... ... . ........ ......... .... I .... ........ .... . .. .... ... ..... +: ........ 11'' ...... ......... ....... '.1 . . . . . . ... ....... I ... ....... 70 .. ....... .... .... .... ... .... . ... ...... . ......... ......... ...... ..... . ... ......... ....... ......... ... ..... ......... ......... . ........ ......... ... .. . . ... ......... .. .... . . ......... ....... ......... ........ ......... .. .... ........ ..... 70 ... ......... . I ....... . . ...... .......... ....... ... ......... ........ ..... ... ....... .... ..... . . ....... . . ....... ....... ..... ... ......... .... . .. ... ......... .... ... .... ...... ....... ... ... ...... ....GRAD.A OD . ...... I .. ......... .... . ........ ... ......... ........ ......... ......... ... ...... ..... .. ROA RW AY. 9�: . ..... 1 ...... . .... .... ... ... ......... ......... .. .... ... ..... ...... ........... ......... ..... ..... . ......... . ......... .. .. ........... ....... .. .. ........ . ......... ......... ... ... .. ... ....... .... .... .... ..... .... . ........ .... ..... . ...... ..... . ...... co ...... .. ........ .. I I I . ......... ..... ......... ........ ...... ... ... ....... ......... . .. ...... N 0) ....... ... � I I ........ 83+00 84+00 85+00 86+00 87+00 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY I DATE Drawn ST 11/01/2011 These drawings conform to the Reviewed SF 08/25/2011 z Z Contractor's construction records. i C0 Approved JM 08/2512011 Drawn By: Date SCALE: 0 0 U Con c Ctio ONE INCH W AS DRAWN File: 382424PV1 pp.dgn i's m7n IST SIGNAL 1"111rV nr �4�4- PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington WASHINGTON CH2MHILL REVIEWED BY: DATE: ANITIT—lum N.A.V.D. 88 0 20 40 60 HORIZ. GRAPHIC SCALE 0 10 20 30 VERT. GRAPHIC SCALE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 PROJECT M STREET SE NUMBER GRADE SEPARATION C201A CONTRACT PAVING NUMBER 11-01 PLAN AND PROFILE SHEE-11 PV-8 490199 z 0 a. LLJ U) U.1 W W W F_ 0 C195 0 N r g Q r M ti O I I SEC. 18, T 21 N, R 05 E, W.M. I j L 87 +44.39, 10.98 RT 9 ALLEY 5+75 MATCH TO DWG PV -10 MATCH TO EXISTING BEGIN PRAY, RANDY& SHELEF CITY OF AUBURN 9 L 87 +43.41 9.03' LT ( m W 326 L ST SE , '22.1 60.26' LT IW : 327 M ST SE MATCH TQ EXISTING L 87 +40.70 30.82' RT ITI D, - END EXISTING — I— MATCH TO ���� , SAMNA CUT CUT BEGIN 10 4TH 47+ L &j HIh1j1ALIN N. ALLEY 5 +68.74, 7.94' RT & 11.64' RT A= 2.1', 1 . L. STAIRS 1 4`11 SE I o � � �-- ' � � `Z � ANGL t13 POINTS 10 L 87 +38.89 28.87' LT �� 8 6 7. ' T �, `' ° END + 4TH 47 +82 t MATCH TO EXI ING 7 BEGIN, TY E 1 ' A , v. %V .!I rLU. C) N F N v vv �k .y V • V, .Y . Y. V.• •y Y V STREET NOTES: NEW DRIVEWAY TYPE AND 3 WIDTH "A" AS SPECIFIED, SEE DRIVEWAY DETAIL pVD -1 AND THE APPLICABLE DETAIL LISTED BELOW TYPE DETAIL COMMERCIAL CoA STD DET TRAFFIC -09 RESIDENTIAL CoA STD DET TRAFFIC -08 �2 CEMENT CONCRETE WALKWAY TO WIDTH "A" AS SPECIFIED. IF STAIRS ARE INCLUDED, SEE OAPPROXIMATE LOCATION OF NON -CITY UTILITY RELOCATION, CONTRACTOR TO VERIFY ACTUAL LOCATION OPSE TRANSMISSION / DISTRIBUTION POLE AND OVERHEAD LINES OCOATED CHAIN LINK FENCE WITH TOP RAIL, TYPE AS SPECIFIED, SEE 12 PVD-4 OCEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F- 10.12 -02 10 CEMENT CONCRETE SIDEWALK PER CoA STANDARD DETAIL TRAFFIC -24 13 WEDGE CURB, SEE 6 PVD -2 14 FOR SIDEWALK INFORMATION NOT SHOWN, SEE INTERSECTION GRADING PLANS NOTE: FOR INTERSECTION GRADING SEE DWGS IG -1 THRU IG -6. LEGEND z O tqi a w w w w N U C195 Flim 0144 191:4 191.11 «.. �.. •a ! — __. _. ®_c's5�C ...: �.�� � Y{ � III %V .!I rLU. C) N F N v vv �k .y V • V, .Y . Y. V.• •y Y V STREET NOTES: NEW DRIVEWAY TYPE AND 3 WIDTH "A" AS SPECIFIED, SEE DRIVEWAY DETAIL pVD -1 AND THE APPLICABLE DETAIL LISTED BELOW TYPE DETAIL COMMERCIAL CoA STD DET TRAFFIC -09 RESIDENTIAL CoA STD DET TRAFFIC -08 �2 CEMENT CONCRETE WALKWAY TO WIDTH "A" AS SPECIFIED. IF STAIRS ARE INCLUDED, SEE OAPPROXIMATE LOCATION OF NON -CITY UTILITY RELOCATION, CONTRACTOR TO VERIFY ACTUAL LOCATION OPSE TRANSMISSION / DISTRIBUTION POLE AND OVERHEAD LINES OCOATED CHAIN LINK FENCE WITH TOP RAIL, TYPE AS SPECIFIED, SEE 12 PVD-4 OCEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F- 10.12 -02 10 CEMENT CONCRETE SIDEWALK PER CoA STANDARD DETAIL TRAFFIC -24 13 WEDGE CURB, SEE 6 PVD -2 14 FOR SIDEWALK INFORMATION NOT SHOWN, SEE INTERSECTION GRADING PLANS NOTE: FOR INTERSECTION GRADING SEE DWGS IG -1 THRU IG -6. LEGEND z O tqi a w w w w N U C195 0 cnR A LEY, K "ITS & VALERIE 11106 4TH ST Sr- N. ALLEY 3+74.64 i BEGIN PAVING BEGIN 2' GRAVEL S'1'JUL R 7.45' LT BEGIN S& 1' GRAVEL S46:L)Cb*ER, 8.05' RT MATCH TO EXISTING N. ALLEY 4+25.26 END 2rGTUWEL U) SHOULDER, 7.73' LT BEGIN 8 TYPE 1, 8.iT LT C7 2*.\, Dl rD RS-9 0 S-9- 0 0 X BAL L WA"W2" 2 q. ALW LINP U ...... ........... 1l �l . . =*�P" WALL. W ..... .... ................... < >: 0 Lo ALLEY 4+06.93,, .8 T .... --7` + NGLE PQI Ft (y) EN 'GRAVEL OU �ER EN 13 W -N.ALLEY4+QQ.00, 24.89'RT _j -W-ALLEY 4+19�31 q4.57' _j END PAVING < N. ALL Y +25.84 BEGIN 103 '6-,78-!-RT BEGIN ($ )TYPE 1, 8.77'RT HELM, STEVEN E FOR WALKWAY E 10 407 M ST SE DEFINITION, SEE- PVD_3. F_ -1 SEC. 18, T 21 NY R 05 El W.M. — — Lol ri 0 W—� uj U) F- U) F_ ii —ss4— B—T G w ter j T 6+00.'. LLJ ...... .... U-) BT < ri 0 W—� uj U) F- U) F_ ii —ss4— B—T G w ter j T 6+00.'. . ...... .... U-) BT Z SCHAMERHORKRODNEY & KATHLEEI` 310 L ST SE mikFAMR1111601 m_ 0ow—Al MATCH TO EXISTING NAL—LEY SS N. ALLEY LINE 7+00 AROMIN, MICHAEL HODGINS, EWART W 321 M ST SE 315 M ST SE LEWIS, ROBERT S LUKE 311 M ST SE STREET NOTES: OCOATED CHAIN LINK FENCE WITH TOP RAIL, TYPE AS SPECIFIED, SEE 12 D4 PV 4 - WEDGE CURB, SEE DETAIL ( jPV D)- 2 NOTE: FOR INTERSECTION GRADING SEE DWGS IG-1 THRU IG-6. LEGEND CEMENT CONCRETE NEW GRAVEL SIDEWALK PLANING BITUMINOUS SEMI-OPEN CONC. PAVEMENT AND OVERLAY MASONRY SLOPE PROTECTION 777= ..... NEW FULL DEPTH WALL HMA PAVEMENT ROW X — CHAIN LINK FENCE 0 20 40 60 HORIZ. GRAPHIC SCALE 0 10 20 30 VERT. I GRAPHIC SCALE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 PROJECT M STREET SE NUMBER GRADE SEPARATION C201A CONTRACT PAVING NUMBER 11-01 PLAN AND PROFILE SHEET Pv_l 0 51 OF199 z 0 w w cc cn Cl 95 0 N 0 0 co 0 t 22+70 ANGLE POINT PAVEMENT REPAIR FOR WATER LINE INSTALLATION, PER COA STANDARD DETAIL TRAFFIC -03 ffim 110 . ........ . . . ......... . ... . . . . ......... . ...... . ..... . ......... . ... . ..... . . .... ... . ......... ........ . ....... . ......... . .... . .. . ... . ....... . ...... .. . ......... . .. . .. ...... ......... . .. 105 . . . ..... n n: . ..... > > : .......... . ......... . ......... : :.::: :: : ::::: :::: E .... . ..... ... ::: : : : ........ . ... ........ . ......... . ..... . ...... . . ......... . ......... . ......... . ......... :: o o : : a a : :: :::::: c c�... : : :: : :::::: : ::::::: :: : :: : :::: : : : :::::: : ::::: : :::: No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE Drawn ST 11/0112011 �• ��`� These drawings conform to the Reviewed SF 08/25/2011 w z z Contractor's construction records. ® Approved JM 08/25/2011 L) Drawn By: Date SCALE: o_ ® ti �t 1 ® w Constru e p ion R °'' ONE INCH T73® w U lSTE, w., AS DRAWN FSSIONAL Fite: 382424PV1 pp.dgn I"TTV nr PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington CH2MHILL am-"T I la DATE: STREET NOTES: O NEW DRIVEWAY TYPE AND 3 WIDTH "A" AS SPECIFIED, SEE DRIVEWAY DETAIL pVD -1 AND THE APPLICABLE DETAIL LISTED BELOW TYPE DETAIL COMMERCIAL CoA STD DET TRAFFIC -09 RESIDENTIAL CoA STD DET TRAFFIC -08 OCEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F- 10.12 -02 10 CEMENT CONCRETE SIDEWALK PER CoA STANDARD DETAIL TRAFFIC -24 11 SIDEWALK WITH LANDSCAPE STRIP PER CoA STANDARD DETAIL TRAFFIC -23 14 FOR SIDEWALK INFORMATION NOT SHOWN, SEE INTERSECTION GRADING PLANS 1z CEMENT CONCRETE TRAFFIC CURB, PER WSDOT STD PLAN F- 10.12 -02 20 PRECAST CONCRETE FULL BENCH BLOCK, SEE 13 PVD-4 21 EXTRUDED CURB TYPE 6, PER WSDOT STD PLAN F- 10.42 -00 NOTE: FOR INTERSECTION GRADING SEE DWGS IG -1 THRU IG -6. LEGEND CEMENT CONCRETE NEW GRAVEL SIDEWALK y �y \ PLANING BITUMINOUS SEMI-OPEN CONC. PAVEMENT AND OVERLAY MASONRY SLOPE PROTECTION NEW FULL DEPTH WALL HMA PAVEMENT – — — — — – ROW X — CHAIN LINK FENCE N.A.V.D.88 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 M STREET SE PROJECT NUMBER GRADE SEPARATION C201A CONTRACT PAVING NUMBER 11 -01 PLAN AND PROFILE SHEET PV -11 52 OF 199 z 0 a w w 0 Q W w Q 0 N U C195 0 0) W_ r-A M 77 00 II 0 Cn 0 7—J 04 W C/) GMAC MORTGAGE, LLC 506 L PL SE 11�N THOMAS, RUBY & KAINBER, RUSSELL 502 L PL SE - MATC TO EXISTING EDGE OF GRAVEL (TYP) P SNLTH ALLEY I EEWMS1011� y N T / MATCH TO EXISTING 3+00 S. ALLEY 2 +82.24, 13.59' RT O AI I r7./ n-On r1A 403 nAl Mr MATCH TO EXISTI S. ALLEY 2+80.75, 61.33' RT S. ALLEY 2+84.75, 01.45'RT A=4.00 MATCH TO EXISTING SEC. 18, T 21 Nj R 05 El W.M. am M gel U I 4 0 C) > Q_ F- L—N ALLEY 2: 3+00 0 ALLEY LIM 0 L LO LIJ < I STREET NOTES-- OCEMENT CONCRETE WALKWAY TO WIDTH "A" AS SPECIFIED. IF STAIRS ARE INCLUDED, SEE PVD -2 LEGEND CEMENT CONCRETE /' \ NEW GRAVEL N SIDEWALK N, PLANING BITUMINOUS SEMI-OPEN CONC. PAVEMENT AND OVERLAY MASONRY SLOPE PROTECTION 17 7 7 7 7-7-71 ....... ... NEW FULL DEPTH WALL HMA PAVEMENT — — — — — — ROW CHAIN LINK FENCE .......... 110 .... f ...... . . ........ ... ...... . .... ..... .......... ... ....... ...... .. ... s, .. ......... . 110 U 1-% M A r%r 7 EXIST' .. .. . . . . . . . . ........ MATCH EXISTING GROUND T : q , .... ...... 100 ... ........ ..... ......... . ... ....... ........ . ..... ...... ...... . .. . .... ..... 100 . . . . . . . . . .......... . . . . ... ... p . . . . . . . . . . . . . . . . ....... . . . . . . . . . . ..... 90 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90 L . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . q . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . ....... ......... . . . . . . ......... ..... . . . . . . . . . ... ....... . . . . . . . . . . . . . . . . . . . . . . . . . ...... . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... —80 . . . . . . - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . 70 . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . .. . .. .. .. .. . a . .. . . . . . . . . . . . .. . I . . . . . . . . . . . . . . . . .... . . . . . . . . . .. . . . . . . . . . . . . . . . ...... . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . ....... . . . . . . . . ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 70 .. ......... ......... ........ ....... . ......... . ...... .. .... FINISHED . . . . . . . . . ... ......... .. ...... ........... ......... . ..... ..... . . . . . . . ... . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GRAD AT .... ......... .. ...... ...... ........ .. .. .... .... .... ........ ---- ... .... ... .... ....... . ... .... 60 . . . . . . . . . . . . . . . . . . . . . . ROAD Nkr . ......... ......... . ... a . .. . ......... ...... .. ... I ..... ......... ......... ......... ...... . .... ...... .. . ...... ......... . .. ... .... ... ......... . ....... 60 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - 0) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50 — I I - I I I ' ' - * . . . . . . . . . . . . . . . . mi. W . . . . . . . . . . . . . . . . . . . . . * . . . I . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . i . .. . . . . .. . . . . . I .. . . . . . .. . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . I I I I . . I I . . . . . . I . . . . . . . . . . . . . . I . . I . I [ 50 2+00 No. I Date I Revision I DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION (9 Z z �E 0 < F- < 0 ry 0 W W W These drawings conform to the Contractor's construction records. Drawn By: Date BY DATE Drawn ST 11101/2011 Reviewed SF 08/25/2011 Approved JM 08/25/2011 0001 9:4 ONE INCH AS DRAWN File: 382424PV1pp.dgn T 3773 I S 7 0- N A- —L 1"11rV n-C PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington WASHINGTON [•q 'NPa IJA I:Ifiil 00 0 20 40 60 HORIZ. I I GRAPHIC SCALE 0 10 20 30 VERT. GRAPHIC SCALE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 P M STREET SE NUMBS OJECT R GRADE SEPARATION C201A CONTRACT PAVING NUMBER 11-01 PLAN AND PROFILE SHEET PV -12 53 OF 199 Z 0 VJ cr_ co N 0 C195 Q Ci t- lemzl F cf 0 0 -4 SPOT ELEVATIONS ELEVATIONS LOCATION STATION OFFSET ELEV PC M 14 +16.22 35.13 RT 97.36 114 M 14 +25.59 37.21 RT 97.17 Ku • M 14 +33.49 42.67 RT 97.11 314 M 14 +38.75 50.70 RT 5 -.1; C I w 11E a PT BP 20+60.12 0.00 RT � • / i +t ; . 62,60 . • . �' X � '� i BIKE .•!s ELEVATIONS r- r •- 1 ' a U in IL.1aaJ.= E al� w w • 13 1 • 0 -4 SPOT ELEVATIONS ELEVATIONS LOCATION STATION OFFSET ELEV PC M 14 +16.22 35.13 RT 97.36 114 M 14 +25.59 37.21 RT 97.17 Ku • M 14 +33.49 42.67 RT 97.11 314 M 14 +38.75 50.70 RT 5 -.1; C I w 11E a PT BP 20+60.12 0.00 RT � • / i +t ; . 62,60 . • . �' X � '� i BIKE .•!s ELEVATIONS r- r •- 1 ' • - - a U J i f '• r I I I I LEGEND: -F12 :12,211 LN 0 i 20 30 GRAPHIC SCALE r+r r%r r%r W" PUBLIC WORKS DEPARTMENT y Street Auburn, . io a , T • CHicmHILL 1 i l 22+70 BYPASS ROAD • I ELEVATIONS LOCATION STATION OFFSET ELEV PC M 14 +16.22 35.13 RT 97.36 114 M 14 +25.59 37.21 RT 97.17 Ku • M 14 +33.49 42.67 RT 97.11 314 M 14 +38.75 50.70 RT 96.97 PT BP 20+60.12 0.00 RT � • / i +t ; . 62,60 . • . �' X � '� s• ray r- r •- ' U in IL.1aaJ.= E al� w w • 13 1 • r I I I I LEGEND: -F12 :12,211 LN 0 i 20 30 GRAPHIC SCALE r+r r%r r%r W" PUBLIC WORKS DEPARTMENT y Street Auburn, . io a , T • CHicmHILL 1 i l 22+70 BYPASS ROAD • I ELEVATIONS LOCATION STATION OFFSET ELEV PC M 14 +16.22 35.13 RT 97.36 114 M 14 +25.59 37.21 RT 97.17 Ku • M 14 +33.49 42.67 RT 97.11 314 M 14 +38.75 50.70 RT 96.97 PT BP 20+60.12 0.00 RT 98.84 BP 22 +55.32 62,60 LT 97.20 �' X � '� s• ray r- r •- CURB RETURN "A" - GUTTER LINE ELEVATIONS LOCATION STATION OFFSET ELEV PC M 14 +16.22 35.13 RT 97.36 114 M 14 +25.59 37.21 RT 97.17 112 M 14 +33.49 42.67 RT 97.11 314 M 14 +38.75 50.70 RT 96.97 PT BP 20+60.12 0.00 RT 98.84 11 DELTA 91 °2835.84" R 35.00' T 35.91' L 55.88' SE CURB RAMP DATA • - ELEVATIONS ' s ' s . MAN zflwL'jll • � LT �: 114 BP 22 +32.74 47.48 LT 97.55 112 RAMP - BOTTOM i LT 1 314 t-wT• 60.64 LT 97.50 PT DELTA 91 °2835.84" R 35.00' T 35.91' L 55.88' SE CURB RAMP DATA • - ELEVATIONS ' s ' s . ii; zflwL'jll • � LT �: 114 BP 22 +32.74 47.48 LT 97.55 112 RAMP - BOTTOM i LT 1 314 t-wT• 60.64 LT 97.50 PT BP 22 +55.32 62,60 LT 97.20 �' X � '� s• ray r- r •- ELEVATIONS NE CURB RAMP DATA - TOP OF CURB i - L Z • r. ' s L • - • ii; � amp. '�' � 1��•�' • � LT �: 114 BP 22 +32.74 47.48 LT 97.55 112 F7.7#1 i LT 97.74 314 t-wT• 60.64 LT 97.50 PT BP 22 +55.32 62,60 LT 97.20 �' X � '� s• ray r- r •- R - L Z • r. T 43.29' L 68.94' ii; � amp. '�' � 1��•�' • � LT �: 114 BP 22 +32.74 47.48 LT 97.55 112 F7.7#1 i LT 97.74 314 t-wT• 60.64 LT 97.50 PT BP 22 +55.32 62,60 LT 97.20 DELTA 87°46'50.59" R 45.00" T 43.29' L 68.94' CURB RETURN "Q" -GUTTER LINE ELEVATIONS LOCATION STATION OFFSET ELEV PC BP 22 +30.71 3808 LT 97.26 114 BP 22 +32.74 47.48 LT 97.55 112 BP 22 +38.09 55.34 LT 97.74 314 BP 22+46.00 60.64 LT 97.50 PT BP 22 +55.32 62,60 LT 97.20 DELTA 87°46'50.59" R 25.00' T 24.05' L 38.30* CALL BEFORE YOU D141 BURIED UTILITIES IN AREA '1.800. 3.208/1 PLEASE CALL BEFORE YOU DIG FOR BMW UTILITY LOCATE 1.80t1.4?4- M STREET SE PRO NUMBER GRADE SEPARATION C201A r � r r r. C195 0 N 0) Ce) 0) 0 10 20 30 GRAPHIC SCALE Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION ELEV BY DATE Drawn SDT 08/24/2011 CROWN B z z 'i 0 < op 2 a LL C4 w W L) These drawings conform to the Contractor's construction records. Drawn By: Date Constructi n p ion vi 93.54 CROWN Reviewed MGJ 08/24/2011 93.23 CROWN Approved JAM 08/24/2011 SCALE: ONE INCH AS DRAWN CROWN E 6TH 69+20.00 0.00 LT 92.89 CROWN F 6TH 69+40.88 0.00 LT 92.791 CROWN I File: 3824241G1.dgn G'HT LOWER ALL (RL) 6TH & M STREET INTERSECTION GRADING POINT STATION OFFSET ELEV DESCRIPTION A 6TH 68+66.00 0.00 LT 94.16 CROWN B 6TH 68 +85.42 0.00 LT 93.54 CROWN C 6TH 68+98.17 0.00 LT 93.23 CROWN D 6TH 69+10.88 0.00 LT 93.00 CROWN E 6TH 69+20.00 0.00 LT 92.89 CROWN F 6TH 69+40.88 0.00 LT 92.791 CROWN G NOT USED H M 15+95.55 33.50 LT 92.97 1 M 15+96.04 0.00 LT 93.60 M-LINE i 6TH 69+20.00 15.00 LT 92.59 GUTTER LINE K M 16+09-55 3150 LT 92.55 j GUTTER LINE L M 16+10.04 0.00 LT 93.02 M-LINE M M 16 +34.19 0.00 LT 91.93 M-LINE N 6TH 68+66.00 21.00 RT 93.74 GUTTER LINE 0 NOT USED P NOT USED Q NOT USED R 6TH 69+20.00 14.00 RT 93.03 GUTTER LINE S M 15+81.55 33.50 LT 93.40 T M 15+82.03 0.00 LT 94.14 M-LINE M 15+56.19 0.00 LT 95.07 M-LINE GENERAL NOTES: 1 CONTOURS DISPLAYED AT 0.1' INTERVALS ARE APPROXIMATE AND ARE PROVIDED FOR REFERENCE ONLY. 2. FOR ALIGNMENT INFORMATION, SEE SURVEY CONTROL AND RIGHT OF WAY PLAN SHEETS. )0 AND PROFILES HEETS 3. FOR PAVING INFORMATION, SEE PAVING PLAN k, f1k, TITI I %, I am I I W" I to] CH2MHILL PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington 4. ALL CALLOUTS TO THE FACE OF CURB PER WSDOT STD. PLANS, UNLESS OTHERWISE NOTED. 5. FOR GRADING BEYOND LIMITS SHOWN, SEE ROADWAY SECTIONS. 6. CURB RAMP CALLOUTS ARE TO CENTER OF CURB RAMP AT THE FACE OF CURB. - - - - PAVEMENT BREAKLINES 97- MAJOR CONTOUR (1' INTERVALS) MINOR CONTOUR (0.1' INTERVALS) ROW I N =1 DATE: CURB RETURN "C" - GUTTER LINE ELEVATIONS LOCATION STATION OFFSET ELEV PC M 15+56.19 33.50 LT 94.35 114 M 15+65.85 35.44 LT 93.96 1/2 M 15+74.01 40.97 LT 93.56 3/4 M 15+79.40 49.22 LT 93.18 PT M 15 +81.18 58.91 LT 93.07 UtLIA 9ulbb'1 1. 13" R 25.00' T 25.41' L 39.68' CURB RETURN "D" - GUTTER LINE ELEVATIONS LOCATION STATION OFFSET ELEV PC M 16+09.21 59.30 LT 92.44 1/4 M 16+10.87 49.49 LT 92.33 1/2 M 16+16.24 41.11 LT 92.16 3/4 M 16+24.44 35.48 LT 91.74 PT M 16+34.19 33.50 LT 91.26 UtLIA 69-1b'29.b9" R 25.00' T 24.68' 38.95' CURB RADIUS "E" - GUTTER LINE ELEVATIONS POINT LOCATION STATION OFFSET ELEV PC 6TH 68+85.42 21.00 1 RT 93.38 1/2 6TH 68+92.03 20.11 RT 93.35 IPRC I 6TH 68+98.17 17.50 RT 93.32_ ULLIA 3U'41'UU.66" R 25.00' T 6.86' L 13.39' CURB RADIUS "F" - GUTTER LINE ELEVATIONS POINT LOCATION STATION OFFSET ELEV PRC 6TH 68+98.17 17.50 RT 93.32 .1/2 6TH 69+04.29 14.90 RT 93-20 IPT 6TH 69.10.88 14.00 RT 1 93.1-2--� UtLIA 6U'34'29.1 V R 25.00' T 6.83' L 13.34' SW CURB RAMP DATA - TOP OF CURB ELEVATIONS POINT STATION OFFSET ELEV DESCRIPTION 1 M 15+66.43 35.70 LT 94.43 WING - FRONT OF WALK 2 M 15+73.81 40.77 LT 93.57 RAMP - BOTTOM 3 M 15+76.41 43.80 LT 93.49 RAMP - BOTTOM 4 M 1-5+79.32 49.03 LT 93.69 WING - FRONT OF WALK 5 M 15+67.32 46.32 LT 94.28 RAMP - TOP 6 M 15+69.92 49.36 LT 94.20 RAMP - TOP NW CURB RAMP DATA - TOP OF CURB ELEVATIONS POINT STATION OFFSET ELEV DESCRIPTION 7 M 16+10.43 50.75 LT 92.84 WING - FRONT OF WALK 8 M 16+12.95 45.32 LT 92.25 RAMP - BOTTOM 9 M 16+15.32 42.10 LT 92.18 RAMP - BOTTOM 10 M 16+19.76 38.09 LT 92.47 WING - FRONT OF WALK M 16+19.82 50.39 LT 92.96 RAMP - TOP M 16+22.20 47.17 LT, 92.89 RAMP - TOP CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 PROJECT M STREET SE NUMBER GRADE SEPARATION C201A CONTRACT 6TH STREET SE INTERSECTION NUMBER 11-01 GRADING PLAN SHEET IG-2 1550F199 z 0 tY co W tY Cn C) C195 Row .., LJ PC, 4' RAMUS -�- s B r wiw ra■�rr aai� ana■r•� ••1� 0 / R@ViSion 7/11112 i REVISIONS TO GRADING PLAN /I 1 E r F MASE IRSH 8 17 5 0.1 File: 3824241G1.dgn d �$ 1 tll It +lam 0 1 f L 3: 9 a •t t d t t Y PUBLIC WORKS DEPARTMENT 25 west Main Sheet Auburn, Washington WASHINGTON CH2MHILL CURB RETURH "f " - 6 MER UNE ELEVATIONS LOCATION ELEV !'4s ;{STATION M 21+67-04 'OFFSET 3.7 50 RT 82-54 114 M 21 +80.72 36.28 LT 8,15 112 M 21+92.30 44.21 LT 83.69 314 M 21+99.79 500 LT 5412 OPT M 22.02.08 6178 LT 84.35 ENDS a • 1� IE 0 C195 ,• t ■ jmu r i Will 11FTHIC1111 • # f t1� ,/ • go :! " 1 ENDS a • 1� IE 0 C195 ,• t r i Will 11FTHIC1111 • WT #1 #! 1' It go :! Weill A 12 Omm , a i no ,,� t , . , .. ► ,il .ir 1 . ♦ • IWAO-WER Kalmm �_ � ;! ► r� � t � 11 i 1� �j f :T 1 ` ENDS a • 1� IE 0 C195 ,• t r i WT ENDS a • 1� IE 0 C195 r i WT , a i no ,,� t , . , .. ► ,il ENDS a • 1� IE 0 C195 CV 4 m No. I Date 7/11/1 r-, T1,5 .#1 11 ! f !Z,41:4 0 "if •!f wk=-117 t .r•+f�_ +e rt al �II r w .T. i M CURE ` ETU RN 't' 4 ROW 0 10 20 y GRAPHIC SCALE 2 1�[f 4 crry i DEPARTMENT 25 West S f Auburn, Washington WASHINGTON Main CH2MHILL ItzmAlk �► �-- — PAVEMENT BREAKLINES 97 MAJOR CONTOUR (1' INTERVALS) MINOR CONTOUR (0.1- INTERVALS) � -- ROW ski :. '.; •- �. :# . .,! �,. '', } s fil"E.Km . ...... EM-7710:011M r w .T. i M CURE ` ETU RN 't' 4 ROW 0 10 20 y GRAPHIC SCALE 2 1�[f 4 crry i DEPARTMENT 25 West S f Auburn, Washington WASHINGTON Main CH2MHILL ItzmAlk �► �-- — PAVEMENT BREAKLINES 97 MAJOR CONTOUR (1' INTERVALS) MINOR CONTOUR (0.1- INTERVALS) � -- ROW SIT • ,• i ��® ' i 7' R 1 1 :-- • DELTA 1 39-01r MEW. , is .- t `..W�413 11 ' mmil KM k to ° 1 DELTA 91*W40.74* 25-W 1= 25.49' GENERAL NOTES: 1. CONTOURS DISPLAYED AT 0.1 f INTERVALS ARE APPROXIMATE AND ARE PROVIDED FOR REFERENCE ONLY. 2. FOR ALIGNMENT INFORMATION, SEE SURVEY CONTROL AND RIGHT OF WAY PLAN SHEETS. 3. FOR PAVING INFORMATION, SEE PAVING PLAN AND PROFILE SHEETS. 4. ALL CALLOUTS TO THE FACE OF CURB PER WSDOT STD. PLANS, UNLESS OTHERWISE NOTED. 5. FOR GRADING BEYOND LIMITS SHOWN, SEE ROADWAY SECTIONS. 6. CURB RAMP CALLOUTS ARE TO CENTER OF CURB RAMP AT THE FACE OF CURB. r E • C195 ski :. '.; •- �. :# . .,! �,. '', } s fil"E.Km . ...... EM-7710:011M DELTA 1 39-01r MEW. , is .- t `..W�413 11 ' mmil KM k to ° 1 DELTA 91*W40.74* 25-W 1= 25.49' GENERAL NOTES: 1. CONTOURS DISPLAYED AT 0.1 f INTERVALS ARE APPROXIMATE AND ARE PROVIDED FOR REFERENCE ONLY. 2. FOR ALIGNMENT INFORMATION, SEE SURVEY CONTROL AND RIGHT OF WAY PLAN SHEETS. 3. FOR PAVING INFORMATION, SEE PAVING PLAN AND PROFILE SHEETS. 4. ALL CALLOUTS TO THE FACE OF CURB PER WSDOT STD. PLANS, UNLESS OTHERWISE NOTED. 5. FOR GRADING BEYOND LIMITS SHOWN, SEE ROADWAY SECTIONS. 6. CURB RAMP CALLOUTS ARE TO CENTER OF CURB RAMP AT THE FACE OF CURB. r E • C195 GENERAL NOTES: 1. CONTOURS DISPLAYED AT 0.1 f INTERVALS ARE APPROXIMATE AND ARE PROVIDED FOR REFERENCE ONLY. 2. FOR ALIGNMENT INFORMATION, SEE SURVEY CONTROL AND RIGHT OF WAY PLAN SHEETS. 3. FOR PAVING INFORMATION, SEE PAVING PLAN AND PROFILE SHEETS. 4. ALL CALLOUTS TO THE FACE OF CURB PER WSDOT STD. PLANS, UNLESS OTHERWISE NOTED. 5. FOR GRADING BEYOND LIMITS SHOWN, SEE ROADWAY SECTIONS. 6. CURB RAMP CALLOUTS ARE TO CENTER OF CURB RAMP AT THE FACE OF CURB. r E • C195 r O a MATCH EXISTING I : Z :g lZ ATiTI&Ii *I*)[ 1&"t II 07 :2 1 T ► i ff, 1% i �l� ; RUN=- DRAWN T4 SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION � T s t. CURB ET R14 'L' * W., I,,, .AT 4TH ST S 11 190Wp • N- C112MHILL psm;lffp "Al 4TH AND L STREET INTERSECTION GRADING PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington LEGEND: #_ :r -T 111 111111 q DATE: G Sly ETA fri�itr.iryV 30.66 R 23—OV T 21.82 L. X91 dl' MW CURB RAMP DATA-TOP OF ,t. qE • ; f j � �llw��i�i�a�r��liiizi '/ i R • Ir . , �� s • ' • IRMWITANEgm `c f • a .. t ;% I 'f r T PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington LEGEND: #_ :r -T 111 111111 q DATE: G Sly ETA fri�itr.iryV 30.66 R 23—OV T 21.82 L. X91 dl' MW CURB RAMP DATA-TOP OF ,t. qE • ; f t s t ! •y s • ' • IRMWITANEgm `c f • a .. t ;% I 'f r T Nam y ry a f a PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington LEGEND: #_ :r -T 111 111111 q DATE: G Sly ETA fri�itr.iryV 30.66 R 23—OV T 21.82 L. X91 dl' —NE CURB RAMP DATA JOP OF CURB-ELEVATIONS r •y im- for i IRMWITANEgm a .. t ;% 'f r T Nam y ry a f a • ! ' r ,fie PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington LEGEND: #_ :r -T 111 111111 q DATE: G Sly ETA fri�itr.iryV 30.66 R 23—OV T 21.82 L. X91 dl' SW CURB RAMP DATA —TOP OF CURB ELEVATIONS r •y im- for i IRMWITANEgm a .. t ;% 'f r T Nam y ry a f a PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington LEGEND: #_ :r -T 111 111111 q DATE: G Sly ETA fri�itr.iryV 30.66 R 23—OV T 21.82 L. X91 dl' SE CURB RAMP DATA JOP OF CURB ELEVATIONS r •y im- for i IRMWITANEgm ! y t_ .. t ;% 'f s r r Nam y ry a f a • ! ' r ,fie Im PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington LEGEND: #_ :r -T 111 111111 q DATE: G Sly ETA fri�itr.iryV 30.66 R 23—OV T 21.82 L. X91 dl' DELTA 91'015917.07' R 21.50 T 2223 L 34.49 t Y • • .. t r •y im- for i IRMWITANEgm .. t ;% DELTA 91'015917.07' R 21.50 T 2223 L 34.49 t Y • • .. t for i IRMWITANEgm .. t ;% DELTA R T L t 4t t • it C195 r aD ar d i rZ ROW .OW f .. � r..� ..un.� .��. ..��... �.. ,.,...s .,.�... .rte. r.�r. w.i..w .�.r �� •arr� .... a!!•.•�as r ,ew.wM w{wf.n aaaarr� �. aaaarra�► �.ee.aw ®� rrlw•� .+� ••�.o ��ri wraaaw•■ �r r r - G R: Mi H aa.la. 6 IM, air 0"r KJ w �. RETURN • I• TF N l.r. 600-01*•.. a mn � a.w ■� �ri+w .....r,..r s� 91 I No. I Date rr w ,�► s w V11 A X V: 1 ` wr r M 11.87% LU it V`.. I 0.94% S M LINE ' 2 00 RR SS TT a N , N-.� 14- 0 a ♦/ 8TH ST SE AND L PL SE INTERSECTION GRADING 6TH 66+67.50, 28.93RT w OFFSET ANOL POINT DESCRIPTION A 6TH 66+69.99, 26.W RTIAI 28.73 RT 97.35 LE POINT B 6TH 66 +48.78 If>, 66+60-22p • 97.39 3.3' LEFT OF L -LINE PERPENDICULAR CURB RAMP TYPE A, PER rE f 6TH 66 +48.59 0.00 RT 97.43 3,3` LEFT OF L -LINE f 6TH 66 +48.39 • 97.12 CURB RETUR 10# E 6TH 66 +48.26 24.86 LT r 3.3' LEFT OF L-LINE F 6TH 66 +48.15 33.29 LT ROW w► G 6TH 66+26.39 28.58 RT 97.95* w �. RETURN • I• TF N l.r. 600-01*•.. a mn � a.w ■� �ri+w .....r,..r s� 91 I No. I Date rr w ,�► s w V11 A X V: 1 ` wr r M 11.87% LU it V`.. I 0.94% S M LINE ' 2 00 RR SS TT a N , N-.� 14- 0 a ♦/ 8TH ST SE AND L PL SE INTERSECTION GRADING POINT STATION OFFSET ELEV DESCRIPTION A 6TH 66 +48.97 28.73 RT 97.35 3.3' LEFT OF L LINE B 6TH 66 +48.78 14.28 RT 97.39 3.3' LEFT OF L -LINE C 6TH 66 +48.59 0.00 RT 97.43 3,3` LEFT OF L -LINE D 6TH 66 +48.39 14,71 LT 97.12 3,3' LEFT OF L -LINE E 6TH 66 +48.26 24.86 LT 97.42 3.3' LEFT OF L-LINE F 6TH 66 +48.15 33.29 LT 96.93 3.3' LEFT OF L -LI NE G 6TH 66+26.39 28.58 RT 97.95* EDGE OF PAVEMENT H 6TH 66 +31.86 23.71 RT 97.83* EDGE OF PAVEMENT I 6TH 66 +33.13 14.49 RT 9 . 5* EDGE OF PAVEMENT" J 6TH 66 +35.14 0.00 RT 97.5* DGE OF PAVEMENT ! K 6TH 66+36.93 14.56 LT olIfft EDGE OF PAVEMENT L 6TH 66 +37.27 24.72 LT 97,12* EDGE OF PAVEMENT M 6TH 66 +37,55 33.14 LT 97.04* EDGE OF PAVEMENT N 6TH 66 +56.04 28.78 RT 97.04 GUTTER LINE O 6TH 66 +56.67 14.18 RT 97.19 GUTTER LINE PI P 6TH 66 +56,84 0.00 RT 97.32 CROWN Q 6TH 66 +57.25 14.83 LT 97.19 GUTTER LINE R 6TH 66+57.53 25.00 LT 97.09 EDGE OF PAVEM ENT S 6TH 66 +57.77 33.41 LT 7 0 EDGE OF PAVEMENT T 6TH 66 +70.06 0.00 RT 97.37 CROWN U 6TH 66 +70.06 15.00 LT 97.07 GUTTER LINE V 6TH 66+70.06 25,00 LT 96.87 EDGE OF PAVEMENT L PL SE SPOT ELEVAIIONS 6-7 -12 •�. .�T`P GRADING DESC. CHANGES DESCRIPTION ; 1 01= •,. ,' 2 M neivii il, , 10 Zug Z4 2 '' �0f 1'r •1 •� �1 EDGE OF ` ` IFTW= t • aci Zang r ITI 11 � 1w e •• •1 !• * EDGE OF ar i ±4 ' Cel OF GRAVEL 111 �' ; r,1 - •� ��! EDGE OF GRAVEL CURB RAMP DATA - TOP OF CURB ELEVATIONS 1. CONTOURS DISPLAYED AT O.VINTERVALS ARE APPROXIMATE AND ARE PROVIDED FOR REFERENCE ONLY. 120MMIS oil 43 FORM L 4. ALL CALLOUTS TO THE FACE OF CURB PER WSDOT STD. PLANS, UNLESS OTHERWISE NOTED. STH 1r ## t • ;•; 5. FOR GRADING ROADWAY SECTIONS. R +►' T 11W 6. CURB RAMP �:. * „r � + I iii Revision 7 -11 -12 CURB TAPER & GRADING 6-7 -12 CHANGE ORDER NO.1 3 -28-12 GRADING DESC. CHANGES f s 1 f REPRODUCTION DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM � REVIEV49 BY: DATE: . PROJECT '. - NUMBER These drawings , ►• • • the { 1 f �} � 3 � / / m { :, r Contractor's consIrtmUon records. ME= GRADE SEPARATION 25 West Main Street r r x 6TH STREET SE AND L STREET , III ONE INCH Iq 8TH STREET SE AND L STREET 1* LI ASDRAWN don Manager INTERSECTION GRADING PLAN z O W co CI Lh W zY { 4 r N U C195 0 N r PLANING EXISTING _ �........,. ,,,, vr%vv vv I MAN A 9 111:9 61 10 101 SCALE: NTS TRUNCATED DOMES PER CITY OF AUBURN STD. DETAIL TRAFFIC -25 NS,T SON SAC T /ON �' ff W11 FULL DEPTH PAVEMENT. SEE ROADWAY SECTIONS SIDEWALK END POINT SHOWN IN PAVING AND GRADING PLANS DEPRESSED CURB --/ SECTION PER WSDOT STD. PLAN F- 10.12 -01 FLOWLINE a0° o Q O >0 ° CONCRETE `''- aO. 8 ao .go s CEMENT CONCRETE TRAFFIC ° � 0 MATCH EXISTING n GROUND CURB AND GUTTER PER WSDOT Q STD. PLAN F- 10.12 -01 CEMENT CONCRETE SIDEWALK, WIDTH PER PAVING PLAN No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION B (PAD LENGTH IN FT ) BY DATE / FOR DETAILS ASPHALT 3.5 Z z y 0 v ® U � These drawings conform to the Contractor's construction records. Drawn By: Date Drawn SDT 08/12/2011 80' WIDE FOR LIMITS OF CUT (FILL. CONDI,Tr ION) RT Reviewed MGJ 08/12/2011 Approved JAM 08/12/2011 3.3 MATCH EXISTING EDGE OF ASPHALT M 24 +31.94 SCALE: ONE INCH AS DRAWN ASPHALT 21 M 25 +77.79 LT ASPHALT 27 4TH 47 +73.25 Construe p tion z ASPHALT 22.5 4TH 47 +51.76 RT ASPHALT File: 382424PVD1.dgn P. A " " 33773 STER� -G���� SSIONAL E -f M EXISTING GROUND WASHINGTON CH2MHILL pl AN \- SEE NOTE 3 INCA / 5% MAX I I 0 (CUT CONDITION) B SFF RnAnwAV SEE TABLE STATION LT /RT / SECTIONS B (PAD LENGTH IN FT ) NOTES M 10 +40.44 / FOR DETAILS ASPHALT 3.5 70' WIDE FOR LIMTS OF CUT M 12 +93.43 RT ASPHALT 2 80' WIDE FOR LIMITS OF CUT (FILL. CONDI,Tr ION) RT ASPHALT N/A SEE DRAINAGE POND PLANS M 25 +43.95 RT ASPHALT -- •: =•s' ❖•- :•:._rte! 2" HMA CLASS 1/2" 'LANS DRIVEWAY INFORMATION STATION LT /RT PAD MATERIAL B (PAD LENGTH IN FT ) NOTES M 10 +40.44 RT ASPHALT 3.5 70' WIDE FOR LIMTS OF CUT M 12 +93.43 RT ASPHALT 2 80' WIDE FOR LIMITS OF CUT M 24 +03.86 RT ASPHALT N/A SEE DRAINAGE POND PLANS M 25 +43.95 RT ASPHALT 3.3 MATCH EXISTING EDGE OF ASPHALT M 24 +31.94 LT ASPHALT 21 M 25 +77.79 LT ASPHALT 27 4TH 47 +73.25 LT ASPHALT 22.5 4TH 47 +51.76 RT ASPHALT 6 PAD SLOPE > 5% MATCH EXISTING EDGE OF ASPHALT 4TH 48 +24.30 RT ASPHALT -- ALLEY, SEE PAVING PLANS 4TH 48 +26.06 LT ASPHALT -- ALLEY, SEE PAVING PLANS 6TH 67 +00.55 LT ASPHALT 6 6TH 68 +10.78 LT ASPHALT -- ALLEY, SEE PAVING PLANS 6TH 68 +62.00 LT N/A 0 NO PAD, DRIVEWAY CUT FOR FUTURE USE 6TH 68 +96.00 LT N/A 0 NO PAD, DRIVEWAY CUT FOR FUTURE USE BP 22 +20.00 LT N/A 0 NO PAD, DRIVEWAY CUT FOR FUTURE USE BP 22 +20.35 LT ASPHALT -- ACCESS, SEE PAVING PLANS CEMENT CONC. TRAFFIC CURB AND GUTTER (V LIP) PER CITY OF AUBURN STD DETAIL TRAFFIC -08 AND TRAFFIC -09 6" CRUSHED SURFACING j BASE COURSE SECTION SIDEWALK A NTS - -- DRIVEWAY DETAIL _`UBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington REVIEWED BY: NOTES: 1. PROVIDE TAPER IN DRIVEWAY APRON TO MATCH EXISTING DRIVEWAY WIDTH AS NEEDED. 2. CEMENT CONCRETE DRIVEWAYS SHALL BE 3 -DAY MIX DESIGN WITH 5% AIR ENTRAINMENT. 3. MATCH EXISTING DRIVEWAY ELEVATION. 4. THE CONTRACTOR SHALL CONFIRM DRIVEWAY OPENING LOCATIONS AND LIMITS WITH THE PROPERTY OWNERS AND THE ENGINEER PRIOR TO CONSTRUCTION. PV -1, PV -4, PV -5, PV -6, PV -9, PV -11, DATE: CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 M STREET SE DR '/, t.J ��" E? F: I GRADE SEPARATION C201A PAVING AND GRADING `' 3 11 -01 DETAILS _r- PVD-1 .6001 199 z O Q Q_ Q a w w 0 Q w w tY M Q r 0 N U C195 F HANDRAIL CONNECTION SEE DETAIL THIS STAIRS, SEE REINFORCEMENT DETAIL THIS SHEET SECTION A NT3 0❑ STAIR RISE AND RUN PER PLANS, - CONTACT THE ENGINEER IF SITE CONDITIONS DIFFER FROM PLANS. RISE r MAX, RUN 11" MIN ABRASIVE NOSING LENGTH EQUALS § TAIR WIDTH LESS 60 EACH END CURB & GUTTER, SEE PAVING PLAN FENCE WHERE SPECIFIED ON MINOR WALL PLANS OR PAVING PLANS A, — _. _ - - 1 1/2" CLR BETWEEN RAIL AND WALL WALL, SEE MINOR RETAINING WALL PROFILES r 0 v- -1 CS1 SIDEWALK, SEE PAVING PLAN 0- 'A SEE SECTION THIS SHEET •- KEY, TYP. r �� • OR AS �: SHOWN ON BEND • AB&i WALLS SPLICE WITH K i DOWELS PLACED IN WALLS OR AS SHOWN ON TOP CONN 12" CENTER OF STAIR HMA CL 1/2" PG 64-22 1.4' AGGREGATE BASE, SEE ROADWAY SECTIONS H G MA PAVIN SEE I_ ROADWAY SECTIONS s I NOTES: 1. STAIR HANDRAIL NOT SHOWN FOR CLARITY INTERMEDIATE SUPPORT, AS SHOWN ON PLAN A A P. WEDGE CURB NITS FENCE LIMITS, (TYP) COATED CHAIN LINK FENCE WITH TOP RAIL, TYPE 6, PER 1 PVD-4 3.W 11" HANDRAIL CONNECTION DETAIL NITS p !i 1 11r, lirr ��� ll;� � � A r 4 2 m si m IC. m P-7-4, P -5, PV-6, PV 9, PV -12 HANDRAIL NOTES: 1. WELD & GRIND SMOOTH ALL JOINTS (TYP) 2. HANDRAIL POSTS & RAIL SHALL BE T DIAMETER SCH. 40 GALVANIZED STEEL PIPE 3. CENTER OF HANDRAIL POST TO BE PLACED 3" FROM FACE OF WALL 4. PLACE PVC GROUT SLEEVES TO AVOID SIDEWALK REINFORCING 5. HANDRAIL TO BE BLACK COATED If 4 q 4 •d O 4A Q TREE 6 V -9 ✓ -i - EXISTING TREE, DO NOT DISTURB ROOTS 3.00' /- SIDEWALK c \ 4 ® q f 4 ,d 4 Qd ° d ° d 4 a d f a 12.017 THICKENED EDGE AT BACK OF SIDWALK LIMITS, SEE eg SIDEWALK AT TREE [;ice f d O d 4 4 e. d ° d ° e d 0 I • r • SEE i i 1 • Al-I El in THICKENED EDGE AT BACK OF SIDEWALK %V CH2MHILL Z O a w ITUw t? T N CALL. BEFORE YOU DIG SURIED UTILITIES IN AREA IIJM.533.211911 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILfTY LOCATE 1.800.424.5555 M STREET SE NUMBS PROJECT B�R GRADE SEPARATION C201A PAVING AND GRADING DETAILS SHEET C195 MAWN TO SCALE. SCALE MAY BE DISTOWED FROM REPRODUCTIOW7 These draWngs conform to the .:_.` -� Dram W. Dift SCALE: " constru r k,- ONE AS DRAWN RAILING REVISIONS 0- 'A SEE SECTION THIS SHEET •- KEY, TYP. r �� • OR AS �: SHOWN ON BEND • AB&i WALLS SPLICE WITH K i DOWELS PLACED IN WALLS OR AS SHOWN ON TOP CONN 12" CENTER OF STAIR HMA CL 1/2" PG 64-22 1.4' AGGREGATE BASE, SEE ROADWAY SECTIONS H G MA PAVIN SEE I_ ROADWAY SECTIONS s I NOTES: 1. STAIR HANDRAIL NOT SHOWN FOR CLARITY INTERMEDIATE SUPPORT, AS SHOWN ON PLAN A A P. WEDGE CURB NITS FENCE LIMITS, (TYP) COATED CHAIN LINK FENCE WITH TOP RAIL, TYPE 6, PER 1 PVD-4 3.W 11" HANDRAIL CONNECTION DETAIL NITS p !i 1 11r, lirr ��� ll;� � � A r 4 2 m si m IC. m P-7-4, P -5, PV-6, PV 9, PV -12 HANDRAIL NOTES: 1. WELD & GRIND SMOOTH ALL JOINTS (TYP) 2. HANDRAIL POSTS & RAIL SHALL BE T DIAMETER SCH. 40 GALVANIZED STEEL PIPE 3. CENTER OF HANDRAIL POST TO BE PLACED 3" FROM FACE OF WALL 4. PLACE PVC GROUT SLEEVES TO AVOID SIDEWALK REINFORCING 5. HANDRAIL TO BE BLACK COATED If 4 q 4 •d O 4A Q TREE 6 V -9 ✓ -i - EXISTING TREE, DO NOT DISTURB ROOTS 3.00' /- SIDEWALK c \ 4 ® q f 4 ,d 4 Qd ° d ° d 4 a d f a 12.017 THICKENED EDGE AT BACK OF SIDWALK LIMITS, SEE eg SIDEWALK AT TREE [;ice f d O d 4 4 e. d ° d ° e d 0 I • r • SEE i i 1 • Al-I El in THICKENED EDGE AT BACK OF SIDEWALK %V CH2MHILL Z O a w ITUw t? T N CALL. BEFORE YOU DIG SURIED UTILITIES IN AREA IIJM.533.211911 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILfTY LOCATE 1.800.424.5555 M STREET SE NUMBS PROJECT B�R GRADE SEPARATION C201A PAVING AND GRADING DETAILS SHEET C195 ON &N ' WAL °� " SEC. 18, T 21 N, R 05 E, W.M. . asp BEG N .WALL OUTFALL iM SEC. 18, T 21 No R 05 E, W.M. .1.4 vp♦ � No. Date r O At W18113 T1 j I 1 � j 2& 0 10 20 GRWHIC SCALE 14mm <v. PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington WASHINGTON CH2MHILL 36" MIN CLEAR 1.48 CROSS SLOPE MAX AD 36" MIN CLEAR 3" 3" SIDE EXTENSION WHEN SHOWN ON PLANS 1 112" SCH 40 STL PIPE, SHOP PRIMED WITH TWO COATS EPDXY FINISHED IN FIELD, ALL JOINTS FULLY WELDED AND GROUND SMOOTH 1:12 SLOPE MAX FM7 z 60" MAX tr ACCESSIBLE RAMP RAIL (11 A CANE RAIL BOTH SIDEQ EEMBED SIDE EXTENSION 12° AS SHOWN ON PLANS 11/20 MIN RADIUS TOP AND SOT 1 112" SCH 40 STL PIPE, SHOP PRIMED WITH TWO COATS EPDXY FINISHED IN FIELD, ALL JOINTS FULLY WELDED AND GROUND SMOOTH 112" RND STL BAR 4 318" MAX OC, ALL WELDS GROUND SMOOTH 0 TYP EXTENSION AT TOP AND SOT OF RAMP TYP EXTENSION AT ""P AND BUT RAMP REVIEWED BY: 0 a w w w 2 0 g c°v C195 Z 0 a w co w t9 t 0 ti 2 a C195 N rn Q 0 END, GATE, OR CORNER POST END, GATE, OR CORNER POST O w U 77 M 4 U_ 1000' MAX ' ' "JE POST 'ACED @ 10' MAX. BRACE POST POST AND RAIL SPECIFICATIONS PIPE ROLL FORMED MEMBER NOM. SIZE SECTION WEIGHT (SCH. 40) (LB /FT) END, CORNER, OR PULL POST 2 1/2" DIAM. �A 5.10 LINE OR BRACE POST 2" DIAM. O 2.40 BRACE OR TOP RAIL 1 1/4" DIAM. O 1.35 GATE POST 3 1/2" DIAM. I- M = a [-U U CV m tia UL N 1000' MAX '.INE POST )PACED @ 10' MAX. - COLUM WEIGHT (LB /FT) 3.26 TYPE 1 &2 BRACE POST �— SLEEVE KNUCKLED SELVAGE KNUCKLED SELVAGE CONCRETE - CLASS 3000 BRACE POST i- SLEEVE KNUCKLED SELVAGE FABRIC BAND TRUSS ROD O D o M KNUCKLED SELVAGE D o CONCRETE CLASS 3000 TYPE 3 co END, GATE, 01 CORNER POS'i 31/2 1 V, ti r FENCE LINE B COATED CHAIN LINK FENCE WITH TOP RAIL NTS PV -1, PV -2, PV -3, PV -6, PV -9, PV -10, u PULL POST SPACED @ 1000' MAX. STRETCHER BAR CHAIN LINK FENCE FABRIC TOP RAIL FENCE NOTES: BRACE POST 1. ALL CONCRETE POST BASES SHALL BE 10" MINIMUM DIAMETER 2. TENSION WIRE SHALL BE PLACED WITHIN THE LIMITS OF THE FIRST FULL FABRIC WEAVE. 3. DETAILS ARE ILLUSTRATIVE AND SHALL NOT LIMIT HARDWARE DESIGN OR POST SELECTION OF ANY PARTICULAR TYPE FENCE. POST FABRIC PULL POST TOP RAIL BRACE POST SPACED @ 1000' MAX. STRETCHER 1 y4" \°0 O CHAIN LINK FENCE FABRIC o 1 5j N H - COLUMN 0 FABRIC BAND SPACED 15" MAX. `- STRETCHER BAR METHOD OF FASTENING STRETCHER BAR TO POST (SHOWN FOR ROUND POST) ULTRABLOCK FULL BENCH BLOCK (TYP) DETAILS ROW LINE FINISHED GRADE, PRECAST CONCRETE SEE ROADWAY SECTIONS FULL BENCH BLOCK FOR PAVEMENT TYPE AND DEPTHS EXTRUDED CURB, TYPE 6 -� °a _ a a d ° d \ 5.00' CSBC o SECTION CSBC LEVELING D PAD (6" MIN) PRECAST CONCRETE FULL BENCH BLOCK rl NTS io N EXISTING 6' CHAIN LINK FENCE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE t � REVIEWED Y: N�ttl �A DATE: MC Drawn SDT 08/24/2011 ' M STREET SE These drawings conform to the W CITY PUBLIC WORKS DEPARTMENT OF Reviewed SSF 08/24/2011 Cf K 12 . r r,0. �a I ,1 kT . A zz Contractrs construction records. GRADE S E PA RAT I O N r 25 West Main Street 22 ONfProj t Manag r Drawn By: Date SCALE: Auburn, Washington PAVING AND GRADING p � ,o` 33773 WASHINGTON 11 -01 V w Construct on ONE INCH �O�FGI STER� �``'� DETAILS AS DRAWN �FsS -- ���1 onstructi n Manager PVD -4 7/1 / 1t ZONAL ff_ CH2MHILL File: 382424PVD1.dgn • , � s 63 �) F 199 z g a- w rn W 0 O w w H rn 0 N U C195 O F8—]-DCB S GRATE )1,39� IE= 100.5& (W RCP E) (1921059-0-9--2) FEDERAL HOUSING PROJECT Ai 905 L PL SE M 9+20.24, 35.4Z LT R ;g IM = 101.35' ( LIE= 99.52 (W) 2" MPE IP-11 --DI AT 6.3%----t-� SD SD G 1,5 Hl IRRIGA I ION GAGE FILL -7-77777 )!s� - 777 S& - - G 1 G 1 9t G L 101 A V IL R 1 kAl E IE�: 96.86'(12" RCP N) (BENEATH) T--gTj—RFACE AT THE APPARENT '-6' STVV HP S D M41 L-3 INTERSECTION OF IE.: 99,06'(6" RCP E) M-STREET IE : 96 7602" ?? S' ss-- V SEC. 18, T 21 N, R 05 Eq W.M. U) SD -T 10+00 IE,-1-99.8' (6" RCP SVV' - -tt 40 Q 11+00 GRATE EL: 101,59' -SDCBF8 (1821059195 12+00 12" IE= 99.86'(6" PVC W H20 VAULI — GRATE EL. w -Z IE-- 100,50'�16" sac CE-) I 1 KC HOUSING AUTHORITY — B 1-4 Cn w w I BTM EL=100-50' 1117 8TH ST SE --] YD 1-6 9 1,5 Hl IRRIGA I ION GAGE FILL -7-77777 )!s� - 777 S& - - G 1 G 1 9t G L 101 A V IL R 1 kAl E IE�: 96.86'(12" RCP N) (BENEATH) T--gTj—RFACE AT THE APPARENT '-6' STVV HP S D M41 L-3 INTERSECTION OF IE.: 99,06'(6" RCP E) M-STREET IE : 96 7602" ?? S' ss-- V Orr- ;'ZJ44 U) SD 3 10+00 IE,-1-99.8' (6" RCP SVV' - -tt 40 Q 11+00 GRATE EL: 101,59' H20 EL.: 96.76' 12+00 12" IE= 99.86'(6" PVC W BTN4 EL.: 95,61' -r FOR STORM qgv qE cmP F)Lf � w BTM EL= 97.29' ' w w PROFILE, W W w + 2—L-' w SEE DWG STP-1 w cy) BT T BT w1wairw SDC;-'' GRATE EL= 101,33' IE= 97.34' (8"RCP W) B7%A c7.'-= 95.34' (19210-5-9-0-03-) COLBY ADELE 810 M ST SE SCB--x GRATE EL= 99-391 IE= 95.99' PVC E) ,'TM EL= 9469' 3 ti 2298 INC 702 M ST SE CUT SHEET GN-3 CV U) SD 0 -4 Q 0 13- -r W RISB� c:) C) cy) FiR �E A STANDPIPE BLDG SPRINKL ER STAND PIPE GRATE EL: 98.4T IE- 94,6Z (8" PVC NEI BTIM EL.: 910T STORM CONSTRUCTION NOTES: F2-] CONNECT EXISTING PIPE TO NEW CATCH BASIN/MANHOLE F7-] REMOVE EXISTING PIPE TO LIMITS SHOWN F8-] REMOVE EXISTING MANHOLE OR CATCH BASIN F -1 INSTALL YARD DRAIN AND 9 CONNECT TO CATCH BASIN, SEE DETAIL NOTES: 1. FOR GENERAL STORM NOTES SEE SHEET STD-1. 2. FOR STORM DRAIN STRUCTURE ID, SEE 3. DEPTH OF EXISTING UTILITY HAS NOT BEEN VERIFIED. CONTRACTOR SHALL FIELD VERIFY PRIOR TO TRENCHING. Z 0 CL w W w w w C) C14 0 C195 3 A N r Q� g� r C195 0 N 2 a. N cV e i• • e � e rt® rf� ►/'�►f�rf►.%3n.�f.�/►s.�.[�!� : r`, %i►►�i/.r./f■r��►►i�►/ err /'ri��!rr�ri�►�.i�.�I./f�r�f�f �.1� ���f �� r� ; f♦!� /� . . . - - . . r ■ � i./r'f ®.; �.� � r� sir. �. �►. f�ir� ►►f�►.� ®sif�►�rf�f�.rf�rsr►�►� Am. ®- �' .� I �ic sip , /' / / / /rr / / / /rr��t/► //Isfls�'e4� i WA�� V/J f�'�r�e /d / /,I ►f � //f Iif�.trlri!f�i,��t // /fir / / /rrl� / /ii./" /ri � s, e` i m►` �" C13 FOR STOF STEEL CASING PROFILE, SEE DWG STP-1 M-STREE RIM 0 77 a S • a Y GRATE 5A7 ti _ ./ - r (8" b. • r • a� r $. r r _. aMr � i w .w . , , v +_.ate — DMA 3-2 RISER i a 6D 11 � ® � a . 1 - .li � ill �.. u V A AI I I � v. W • r r , • • • P /iii / /di.�!.'AIiIi►fl �l►���►'!�.::+��+' /i //I f �► . t• t► .a-��'.t/ / /ii:�lil� /I'ir�"'i�*' " b��I Id".$®'.�'f�'�Ti r'f�'i�r.I'ra�rr"./r /1iA`� W/,/ Ifs Ifi+S/ f I F1 WA ►r�rri � ►�i�� �"� /ir.®aE�'rii /1 /Ir /i /f • • ' - 1 r /�% /r�:lil /i /rlrf► / /, / ®�' �// �ri.�i r'rf� is �/i D: i —f': ir�rr�.i.��.�r.�,r. VERIFY PRIOR TO a, w We 75 70 W• ri 1 File. 382424ST1 pp.dgn SHEET MAP N.A.V.D.88 *OMITTED, NO STORM WORK 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 PRJECT M STREET SE NU ° MBER GRADE SEPARATION C201A CONTRACT STORM NUMBER 11 -01 PLAN AND PROFILE SHEET ST -3 66 0 199 Z 0 a w Q w w w 0) Q 0 N U C195 d w 4-17, D�PEIu SEC. SEE SHEET ST-9 FOR 4717H ST SE STORM PLAN AND P.. Fj a ARol-4, MICHAEL M ST SE C73354 r 7W O0245) p.... WWII+ t , • 1 1 315 MST SE 3111 M ST SE LO CITY AU UR Y 116:Y LTY rr :_�; • T. fATli r P 1 a _ r i%s*svra s lit ♦ T %A% ll irr e2!j%vs f E v WASHINGTON CH2MHILL STORM CONSTRUCTION NOTES: ® ABANDON EXISTING PIPE AND /OR CATCH BASIN INSTALL WALL DRAIN CLEANOUT PER DETAIL d SEE SHEET STD-4 FOR STATION/OFFSETS s 7� REMOVE EXISTING PIPE TO LIMITS SHOWN ® REMOVE EXISTING MANHOLE OR CATCH BASIN INSTALL YARD DRAIN AND 3 CONNECT TO CATCH BASIN, SEE DETAIL STQ�1 1® INSTALL SIDEWALK CATCH BASIN, SEE DETAIL ® CONNECT 6" WALL UNDERDRAIN PIPE OR DRAIN PIPE TO NEW CB ® INSTALL SPLASH BASIN 3 AND CB TYPE 1, SEE DETAIL Sa3 1l INSTALL WATER TIGHT MANHOLE OW FRAME AND JOINT STRAPS. SEE DETAILSp„ ND DRAIN PIPE PENETRATION THROUGH WALL, SEE DETAIL S.ra -2 21 SLEEVE STORM DRAIN PIPE UNDER WALL, SEE DETAIL 1 NOTES: 1. FOR GENERAL STORM NOTES SEE SHEET STD-1, 2. FOR STORM DRAIN STRUCTURE ID, SEE S, 3. DEPTH OF EXISTING UTILITY HAS NOT QC=M VC0I01M rr*sklT0Af%TAD Q14AI 1 S31=1 n SHEET MAP 1 *oMITTED, NO STORM WORK ��%% 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE Q P CL W 0 f5 ca Q 0 Fk, C195 i • 224.00 - These r • _ -: :. ,. ♦ ♦ . s :. $ . A Date ?`/fit SCALE: ® ONE INCli AS * - I '' T. fATli r P 1 a _ r i%s*svra s lit ♦ T %A% ll irr e2!j%vs f E v WASHINGTON CH2MHILL STORM CONSTRUCTION NOTES: ® ABANDON EXISTING PIPE AND /OR CATCH BASIN INSTALL WALL DRAIN CLEANOUT PER DETAIL d SEE SHEET STD-4 FOR STATION/OFFSETS s 7� REMOVE EXISTING PIPE TO LIMITS SHOWN ® REMOVE EXISTING MANHOLE OR CATCH BASIN INSTALL YARD DRAIN AND 3 CONNECT TO CATCH BASIN, SEE DETAIL STQ�1 1® INSTALL SIDEWALK CATCH BASIN, SEE DETAIL ® CONNECT 6" WALL UNDERDRAIN PIPE OR DRAIN PIPE TO NEW CB ® INSTALL SPLASH BASIN 3 AND CB TYPE 1, SEE DETAIL Sa3 1l INSTALL WATER TIGHT MANHOLE OW FRAME AND JOINT STRAPS. SEE DETAILSp„ ND DRAIN PIPE PENETRATION THROUGH WALL, SEE DETAIL S.ra -2 21 SLEEVE STORM DRAIN PIPE UNDER WALL, SEE DETAIL 1 NOTES: 1. FOR GENERAL STORM NOTES SEE SHEET STD-1, 2. FOR STORM DRAIN STRUCTURE ID, SEE S, 3. DEPTH OF EXISTING UTILITY HAS NOT QC=M VC0I01M rr*sklT0Af%TAD Q14AI 1 S31=1 n SHEET MAP 1 *oMITTED, NO STORM WORK ��%% 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE Q P CL W 0 f5 ca Q 0 Fk, C195 0 N a It W. O_ ~ L SC U F— 00 0 LO N kENEATH77 W SEC. 18, T 21 N, P 05 E, W.M. # ► - - _. _.. k 733 4400255 73354002fi0 ' 73354 265 !� 18210590$6 � ? 1821059134 � 1 1821059085 1 '� 1821059084 � HELLICKSON, TARA TALBOT, STEVEN G i ROBERTS,! ESSE B PIEZI, VICTOR B. ORNSON, CLINT B DOUGHER - SMITH, DAR�YL � ANDERSON, KAREN 11 229 M ST SE 223 M ST SE & SOTO, ORMA 211 M ST SE 203 M ST SE i 201 M ST SE 129 M ST SE 217 M SE I SDCB 8 r-�-- - _.. _ . _ � -�-_ ,� .... G UU .: 8 .68' � t ' 1 _ IE.: 87.03'(10" CMP N) PLUNGED # _j IE.: 86.83'(8" CP E) IE.. 87.08'(8" CID S) PLUGGED i BTM EL.. 84.8 ' YP LL t � W- W__ _2j L.- W ,....._._ ... ... _f 5- SD--. G _ _ ._ _ _ C - _. SDMH 8 SD SD - D --� — � _�..� 5D --� � � — SD— � - C � SD � C C 2 1 RIM EL.: 08' SD --- — M_ D -�..- c f IE.: 80.98'(12" RCP N) + r $ IE.: 80.98 12 RCP S 26 00 SDCB 1.15X1 75 r ( "" ) 27 +00 GRATE EL.: 89.75' IE.: 86,23'(8" RCP W) M- STREET 28 + °0 29 +00 IE,. 85.956 (8 " PVC W) H2O EL.. 80.98' IE.. 86.15'(8" PVC S) BTM EL.. 80.18' - __._. lk` BTM EL.: 84.20' 5v, W[y iF - _._ F__ - 1 2149800200 SNELL, KENNETH W & KAREN P 212 MST SE-.-- __ _j t These drawings conform to the Contractor's construction records. Drawn By: Date Reviewed 085-3 11/04/2011 dF w ,� SIN is �� FSSIA� � ON PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington WASHINGTON <R SDCS 1.7x13" 8 2149 00215 GRATE EL.: 89.89' CHAVIS NETTI'E 11104!2011 IE.: 88.55'(8" PVC N) ( BTM EL.: 87.601 302 M ST SE `-� 2149800204 J Constru ecti F VGDERMOTT�; MIKEZ-D-� I - 1101 3RD ST SE � L, WILLIAM F) I F__ - 1 2149800200 SNELL, KENNETH W & KAREN P 212 MST SE-.-- __ _j *l .� 75 UE z z� a o 0� � W W U These drawings conform to the Contractor's construction records. Drawn By: Date Reviewed PS 11/04/2011 dF w ,� SIN is �� FSSIA� � ON PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington WASHINGTON <R L Approved GTC 11104!2011 21 9800213 Constru ecti F CH2MHILL DARNE L, WILLIAM F) File: 382424ST1 pp.dgn 1102 RD ST SE i ion ......... F— W. . . . FINI FINISHED HED GRA E EXISTING G . . : . . . . . . . . . . . . } AT ENTERLIN G RO UN D 90 . . . . . . . . . . . . . . . . . . . . . . . ........ ...... O .... ......... - XI T 12' SEE N0 7E 3::::::: :::: ::: .:::::: APPROX.-LOCATION ::...... ......... ::::::.. ........ :: ...... ......... : ......... . T 12' SD, X 6 85 -.. - i"- . ......... ....... ....... : -:.::, :: : : 80 0 - - . --. -�-- ... ..... -- .......... -- -- ... .... .- ... . --- .. - - - - - - - -� --- .... ......... ......... ........ . .... . ........ U ........ :S ENO E.4 .... . . :::.:.... ......... ......... :::::::: :: ::: ::: :::: "::: ::::::... .. ........ ......... ........ CV PROPSS ......... ......... .. .. ... ........ ......... ......... ........ ......... ......... ......... ......... ......... ......... 7 :: :: : :::: ::::: ::::: ::::::::: ::... .. ......... . 7 0 ::::: ::: :::: :.:: :::::::: : :: ::: : :.. .. ... :: :: ::: :: : ......... .. ..... :: ......... :: :::: :: :;: :: :: :::: ::::: ::: ....... . ......... ......... ......... ......... ......... ......... ......... ..... ......... ......... ......... ... ...... ......... ......... .... .... ......... ......... ......... ......... ..._... ...... ......... ......... ....... ......... ... ...... .. ....... ......... ......... . ...... ......... .... ......... ......... .......... ......... ......... ......... ........ 25 +00 26 +00 27 +00 28 +00 29 +00 No. Date. Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE REVIEWED BY: DATE: Drawn SDT 11/04/2011` • C CITY OF *l .� 75 UE STORM CONSTRUCTION NOTES: CONNECT EXISTING PIPE TO NEW CATCH BASIN /MANHOLE 70 REMOVE EXISTING PIPE TO LIMITS SHOWN ® REMOVE EXISTING MANHOLE OR CATCH BASIN NOTES: 1. FOR GENERAL STORM NOTES SEE SHEET STD -1. 2. FOR STORM DRAIN STRUCTURE ID, SEE 3 STD-4 3. INSTALL 2 -18" PVC STORM DRAIN WITH 12" REDUCER; CONNECT TO EXISTING PIPE WITH ROMAC COUPLER. 4. DEPTH OF EXISTING UTILITY HAS NOT BEEN VERIFIED. CONTRACTOR SHALL FIELD VERIFY PRIOR TO TRENCHING. N.A.V.D.88 *OMITTED, NO STORM WORK 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. mini GRAPHIC SCALE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 M STREET SE PROJECT NUMBER GRADE SEPARATION C201A STORM PLAN AND PROFILE CONTRACT NUMBER 11 -01 SHEET ST -5 68 OF 199 C195 z z� a o 0� � W W U These drawings conform to the Contractor's construction records. Drawn By: Date Reviewed PS 11/04/2011 dF w ,� SIN is �� FSSIA� � ON PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington WASHINGTON <R Approved GTC 11104!2011 SCALE: ONE INCH AS DRAWN� Pro' d Manager 9 ®1 �I Constru ecti F CH2MHILL onstru lon Manager File: 382424ST1 pp.dgn STORM CONSTRUCTION NOTES: CONNECT EXISTING PIPE TO NEW CATCH BASIN /MANHOLE 70 REMOVE EXISTING PIPE TO LIMITS SHOWN ® REMOVE EXISTING MANHOLE OR CATCH BASIN NOTES: 1. FOR GENERAL STORM NOTES SEE SHEET STD -1. 2. FOR STORM DRAIN STRUCTURE ID, SEE 3 STD-4 3. INSTALL 2 -18" PVC STORM DRAIN WITH 12" REDUCER; CONNECT TO EXISTING PIPE WITH ROMAC COUPLER. 4. DEPTH OF EXISTING UTILITY HAS NOT BEEN VERIFIED. CONTRACTOR SHALL FIELD VERIFY PRIOR TO TRENCHING. N.A.V.D.88 *OMITTED, NO STORM WORK 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. mini GRAPHIC SCALE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 M STREET SE PROJECT NUMBER GRADE SEPARATION C201A STORM PLAN AND PROFILE CONTRACT NUMBER 11 -01 SHEET ST -5 68 OF 199 C195 0 04 2 CL 00 IN cr) ltd SEC. 18, T 21 N, R 05 E, W.M. (71160008=15 L ST 81+25 MATCH TO DWG ST-7 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY I DATE I Drawn SDT 11/04/2011 0 These drawings conform to the Reviewed PS 11/04/2011 z z Contractor's construction records. 0 Approved GTC 11 /04/2011 �Drawn By: Date SCALE: L) LL 0 A- 0 Lu Constructio do ONE INCH -1 LU v AS DRAWN File: 382424ST1 pp.dgn N o'crsiE° �,A 0 N A L f"lrlrxf rNr PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington WASHINGTON CH2MHILL REVIEWED BY: I 105 i mil DATE: 95 at 101136i STORM CONSTRUCTION NOTES: Fl-] ABANDON EXISTING PIPE AND/OR CATCH BASIN 0 INSTALL WALL DRAIN CLEANOUT PER DETAIL SEE SHEET STD-4 FOR STATION/OFFSETS F8-] REMOVE EXISTING MANHOLE OR CATCH BASIN NOTES: 1. FOR GENERAL STORM NOTES SEE SHEET STD-1. 2. FOR STORM DRAIN STRUCTURE ID, SEE C% " 1--! r—r R A A r% *OMITTED, NO STORM WORK 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 PROJECT M STREET SE NUMBER GRADE SEPARATION C201A CONTRACT STORM NUMBER 11-01 PLAN AND PROFILE SHEET ST-6 690F199 z 0 (L LU a) LU cc 0 C195 6TH STA. 66+39.61 (14.00"RT) RIM EL 973 1 ......... . 105 IE: 88.17:(18 �'E IN) "-� . ..... ......... .. ............ ... ........ E 91.88,02 IE 88.07 (18' N OUT): : : - .... ........ .... .. .... ........ ... .. .... SDMH 6-2, —STA. r(PE 3- 48" ....... .. ...... . ...... .. .... .. + 6TH 6 3+00.74 (14,00'RT) . .......... .. .. ......... .... RIM EL 96.'8 100 ...... . CO 6-8, TYPE 1 ..... ..... IE 9Z.02 N IN).... + SDMH 6-1. TYPE 2 - 48" . ... .. 1-$1—A., 80+50.94- (2.901 RT) IE 89.07 (41 E IN. 6TH S A. -68+89.00 (14.00' RTI — ......... ......... .. — ..... ......... ...... RIIvl,EL94-.28 . ...... .. ..... IE 92.08 (1 "d7 SIN) ....... . EXISTING ... RIME -,93.39 . ...... IE 92:83 (12"� NIN OUT) .... � : * .. ....... . ... IE 89.00 (18" W OUT) ..... ... IE 90. 9 �12` N IN 9 j � : � .... ......... ... — '' — — ------ - ..... ** I �::. 1. . .......... .. ...... 1. . I I � 1. — ....... . ..... 9:(18" E N-y: ... ..... .... SEE DWG ST .. -2 . .... ... ..... ......... ......... .... ... .... ........ ....... ......... 9 95 .......... ......... . .. SD. PVC SD R -35 R-35 .. ... .. ....... .... ..... .. .. ...... .. . .... ... .. IE 89. 2 2'(18"WOLIT) . ..... SL�5.,DO% ......... ......... .......... .... .... .. ... .. ..... .. ...... I ...... I ...... .. .......... ... ....... FINISF EDGRADE . IA ......... ...... . ......... ........ ...... ABOVE: PIPE� .. ........ : � 90 .. ......... .... .... .. .... .. .. 400 A 7 . ......... d. 7-- ...... , D.I:CL 52 j .. ..... . .... I ..... ..... .. .. I 18' SD, PVCMFZ-35� 85 ...... 18" SD, PVC" SDR-3 .. .. ........ 88 L F,. SL= . ........ .... -90, LF,: .... SL=O�52% ..... ....... .. ...... . ...... .... ......... . ... o ... .... ......... 4, ......... ......... ........ . I ....... ...... PIROPSS'l ...... . .... . . . . . . . . . ......... . . . . . . . . . . . . ... . . . . . ......... . . . . . . .. .. ..... ... .. .. I ....... I ........... .......... ... * ......... .. ........ ..... ......... . ........ Cn ...... ......... .... x ... ......... ......... ......... ......... ... ........ . ..... ............ ........ ......... ........ ... .. .. ........ . ... .. .. ....... ..... . ......... ..... . ......... ......... ...... . ... x .. . W .. .... ... ----sE-LEc--r- W. ....... ..... ....... I .. ...... � ....... ..... ......... . ..... * ........... ......... .......... ....... ........ ......... ....... .... ....... . .. ... ..... ... .. ......... ......... ....... .. ........ .... I ....... . .. .. If- U I I F.EDD AND BACK ...... ILL .... .... . . ...... .. ....... ....... ...... ......... ... ... ......... ........ . ..... ... ....... . 66+00 67+00 68+00 69+00 70+00 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY I DATE I Drawn SDT 11/04/2011 0 These drawings conform to the Reviewed PS 11/04/2011 z z Contractor's construction records. 0 Approved GTC 11 /04/2011 �Drawn By: Date SCALE: L) LL 0 A- 0 Lu Constructio do ONE INCH -1 LU v AS DRAWN File: 382424ST1 pp.dgn N o'crsiE° �,A 0 N A L f"lrlrxf rNr PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington WASHINGTON CH2MHILL REVIEWED BY: I 105 i mil DATE: 95 at 101136i STORM CONSTRUCTION NOTES: Fl-] ABANDON EXISTING PIPE AND/OR CATCH BASIN 0 INSTALL WALL DRAIN CLEANOUT PER DETAIL SEE SHEET STD-4 FOR STATION/OFFSETS F8-] REMOVE EXISTING MANHOLE OR CATCH BASIN NOTES: 1. FOR GENERAL STORM NOTES SEE SHEET STD-1. 2. FOR STORM DRAIN STRUCTURE ID, SEE C% " 1--! r—r R A A r% *OMITTED, NO STORM WORK 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 PROJECT M STREET SE NUMBER GRADE SEPARATION C201A CONTRACT STORM NUMBER 11-01 PLAN AND PROFILE SHEET ST-6 690F199 z 0 (L LU a) LU cc 0 C195 M 2 CL co t SEC. 18, T 21 N, R 05 E, W.M. i i _L 00 co 0 O U F-- �'C co 00 H J No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY I DATE Drawn SDT 11/04/2011 These drawings conform to the Reviewed PS 11/04/2011 z Contractor's construction records. Q 4 Approved GTC 11/04/2011 for Drawn By: Date SCALE: LL o U Construe to ectio ONE INCH , W AS N r ` File: 382424ST1 pp.dgn f"TTV f-Nr PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington WASHINGTON CH2MHILL 105 100 95 cl RR NOTES: 1. FOR GENERAL STORM NOTES SEE SHEET STD -1. 2. FOR STORM DRAIN STRUCTURE ID, SEE 3 STD-4 L�L-1 'r •Ann *OMITTED, NO STORM WORK 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR B'NSF UTILITY LOCATE 1.800.424.5555 PROJECT M STREET SE NUMBER NUMBER GRADE SEPARATION C201A CONTRACT STORM NUMBER 11 -01. PLAN AND PROFILE SHEET ST -7 70 OF199 z 0 a a W co W O W W co Q r- 0 N U C195 ....... ......... .... ... .... .. . ...... .... .... ........ ... 2"' SD, PV C DR 35 . ..... .. .. 05 ... ........ ..: 1 LF, SL =1, .. ..... ... ... ......... ......... ........ SDMH 6 -3 ::.::::: B 7 -2, TYPE 1 SD H :7 -1 TYP 1 - 48„ SEE DWG $T-6.: ::::::: STA 82 +5 (3.00' LT) L . .... ... IM EL 95.6 RIM 95; 0 1 00 : ::::::: ::::: :: ::::::: :: E 91.40 (12 ,, NW OUT) :: IE 7.06(`8 "S � N) :.. : ::: : :. ::: ::.... :::: „ ...... _ ..... IE 1:29 x(12" S IN) ..... ...... . . EXISTING GROUND . . . . . . . . . . . AT ENTERLIN : : : : : . . . . . . 95 ....... ......... .. . . . . . . . . . . ..... ... . . . . . . .. : : : : : : ....... .... ...... _ STEEL, CAST JG ::: ....... .. +-� _ .. ..... ::... .... .. . 90 ::: - X x - --- �. ______ ..... .. :: :: :: .... ......... ........ :::::::: .....:.. ........ EXIST ::, 0 ........ _ . . : o E. ....... ..... ........ XIST:G ... ... ; . 85 .... .... ..... ......... [ . . ....... ......... ........ 1." PV. DR 5 ..._.. ......... ........ ......... ......... ........ :::::::: PROP SS:: 192 L ; SL = :0:.53% ..... ....... .. ... .. ......... ........ ... ... .. ...... ...... 18" Sp:, Hp E::: ...... ... .... ... ....... ::::.... . ..... ........ . .... :: ......... .... ...... .. ..... STA 82 +57 ....... .. ........ ....... ......... .. _ ........ ._. ........ .. ..... 278 LF, SL o..... 0.55 /o 80 :::::: : ::::::: :::::: ::: :: :::: :::: : : :::::: :: : ... . : ..:: ::: :::: :: ::::::: .. ......... :::: ..... . ... ::::::.: ::::::.. ..... ::: ::::: ::: .:: :.: ::. � ......... :::::::. ......... :.:: ......... ..... ....... ......... . ......... ...... ........ ........ ......... 80 +00 81 +00 82 +00 83 +00 84 +00 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY I DATE Drawn SDT 11/04/2011 These drawings conform to the Reviewed PS 11/04/2011 z Contractor's construction records. Q 4 Approved GTC 11/04/2011 for Drawn By: Date SCALE: LL o U Construe to ectio ONE INCH , W AS N r ` File: 382424ST1 pp.dgn f"TTV f-Nr PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington WASHINGTON CH2MHILL 105 100 95 cl RR NOTES: 1. FOR GENERAL STORM NOTES SEE SHEET STD -1. 2. FOR STORM DRAIN STRUCTURE ID, SEE 3 STD-4 L�L-1 'r •Ann *OMITTED, NO STORM WORK 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR B'NSF UTILITY LOCATE 1.800.424.5555 PROJECT M STREET SE NUMBER NUMBER GRADE SEPARATION C201A CONTRACT STORM NUMBER 11 -01. PLAN AND PROFILE SHEET ST -7 70 OF199 z 0 a a W co W O W W co Q r- 0 N U C195 SEC. 18, T 21 N, R 05 E, W.M. i. D 4 u� co I-- co IF-: f STM 13 +0 83-+'00 � � f 84 +00 N i 5 .3 86+00 LI PUBLIC WORKS DEPARTMENT 25 West Main Sheet Auburn, Washington WASHINGTON CH2MHILL REVIEWED BY: DATE: G P !Y Gf STORM CONSTRUCTION NOTES: ,1) ABANDON EXISTING PIPE ANDIOR CATCH BASIN ADJUST EXIST MH OR CB TO FINISHED GRADE bMES: 1. FOR GENERAL. STORM NOTES SEE SHEET STD-1. 2. FOR STORM DRAIN STRUCTURE ID, SEE s, SHEET MAP N A•V.D. 88 OMITTED, NO STORM WORK 0 20 40 60 HORLZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE CALL BEFORE YOU DIG BtURMD UTILITIES IN AREA 1.8t10.533.Z8'81 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY DATE 1.800.424.5555 STREET SE NUMBER GRADE SEPARATION C201A CONTRACT STORM NUMBER 11 -01 PLAN , , PROFILE to w ca w Q r N U C195 i !y i, �� Jrr � Ti i'? •�/�• I • ref. { _ tt • I • • s� � Ili ' 4 I { :1 :i it I I I Iii I I I I u l _i ii i A i I� I i Ifni pl l � 13 +0 83-+'00 � � f 84 +00 N i 5 .3 86+00 LI PUBLIC WORKS DEPARTMENT 25 West Main Sheet Auburn, Washington WASHINGTON CH2MHILL REVIEWED BY: DATE: G P !Y Gf STORM CONSTRUCTION NOTES: ,1) ABANDON EXISTING PIPE ANDIOR CATCH BASIN ADJUST EXIST MH OR CB TO FINISHED GRADE bMES: 1. FOR GENERAL. STORM NOTES SEE SHEET STD-1. 2. FOR STORM DRAIN STRUCTURE ID, SEE s, SHEET MAP N A•V.D. 88 OMITTED, NO STORM WORK 0 20 40 60 HORLZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE CALL BEFORE YOU DIG BtURMD UTILITIES IN AREA 1.8t10.533.Z8'81 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY DATE 1.800.424.5555 STREET SE NUMBER GRADE SEPARATION C201A CONTRACT STORM NUMBER 11 -01 PLAN , , PROFILE to w ca w Q r N U C195 0 N 2 a N 7 vt mi I • i 1. SEC. 18, T 21 N, R 05 E, W.M. I 7335400215 PRAY, RANDY J & SHELLENE 326 L ST SE SDC ' 1.81 181 GRATE EL . 91..88' I IE.: 89.14 (10 RCP S) BTM EL. :°-I3-7.4,31 SDMH 8 i RIM EL.: 92.17'i I IE.: 88.48' (8" RCP N) IE.: 88.38' (6" FRCP E) 1E.: ??' (8" RCP S) IE.: 88.38' (6" CP w) 7 TM EL.: 88 F(BENEATH), ' L ::•. t „ ♦ e j • 87.66' L ST • MATCH TO DWG ST-M 47 __.. X X S CB 8 GRATE EL.: 91.89' W_ 89.03' (8" ROP N) M EL: 87761' ALLEY 5 +75 MATCH TO DWG ST -10 ___.. X335 M216 5 CUT - -- CUT _.._ - - -- ` PE , SA ANG CUT CUT & HHIN ALIN (73354-0-0-2-2-5-) �� CB 9 -6 1327 M ST SE . r IRAIN CB 9-7 PROFILE, SEE row- "�N DWG STP-3 3. TH ST �RM DRAIN PROFILE, 43+00 4" D, P� STP -1 7 15 CB -8 17 LF, SL X w-X- X-- X-�- - X -�- XX- -X-- X - XD *-. X X--- -- XA H 9 -12 i DAYET(G-FIT- 9+00 35 j AT CURB 7 20 CB 4 -1 0% IE 88.00 �v _X - ... 10 6" E rAmm in ►�ti�i.ir ;r�:i.i rr�L � i�i►r.�ir. 'a;�i-Ir- mil► iii.�i®►:ri►�i►�it.�►��i►�I:w�i � � n :l - VALqRIE ' 106 4THI ST SE - F �► 4 �F X X I LTI VV7 YD -9 -11 19 4TH STA 48 +97.11 (35.90' RT) RIM EL 93.57 IE 92.00 (6" NE OUT) ,oks STORM CONSTRUCTION NOTES: 331 CONNECT TO EXISTING CATCH BASIN OR MANHOLE INSTALL WALL DRAIN CLEANOUT PER DETAIL 1 SEE SHEET STD-4 FOR STATION /OFFSETS sTD -3 © ADJUST EXIST MH OR CB TO FINISHED GRADE 7� REMOVE EXISTING PIPE TO LIMITS SHOWN REMOVE EXISTING MANHOLE OR CATCH BASIN 9 INSTALL YARD DRAIN AND 3 CONNECT TO CATCH BASIN, SEE DETAIL STD -1 15 CONNECT 6" WALL UNDERDRAIN PIPE OR DRAIN PIPE TO NEW CB 20 DRAIN PIPE PENETRATION THROUGH WALL, SEE DETAIL 1 STD -2 NOTES: 1. FOR GENERAL STORM NOTES SEE SHEET STD -1. 2. FOR STORM DRAIN STRUCTURE ID, SEE 3 STD-4 3. DEPTH OF EXISTING UTILITY HAS NOT BEEN VERIFIED. CONTRACTOR SHALL FIELD VERIFY PRIOR TO TRENCHING. SHEET MAP N.A.V.D.88 *OMITTED, NO STORM WORK 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 M STREET SE PROJECT NUMBER GRADE SEPARATION C201A CONTRACT STORM NUMBER 11 -01 PLAN AND PROFILE Sl-EET ST -9 1720F 199 Z 0 a w co w H w w 0 N U C195 SEE DWG ST-4 FOR , STORM PLAN & PROFILE i � v w w W K uj 00 Q ! 50 xC �3 a i W -- rr �i STORM CONSTRUCTION NOTES: 331 CONNECT TO EXISTING CATCH BASIN OR MANHOLE INSTALL WALL DRAIN CLEANOUT PER DETAIL 1 SEE SHEET STD-4 FOR STATION /OFFSETS sTD -3 © ADJUST EXIST MH OR CB TO FINISHED GRADE 7� REMOVE EXISTING PIPE TO LIMITS SHOWN REMOVE EXISTING MANHOLE OR CATCH BASIN 9 INSTALL YARD DRAIN AND 3 CONNECT TO CATCH BASIN, SEE DETAIL STD -1 15 CONNECT 6" WALL UNDERDRAIN PIPE OR DRAIN PIPE TO NEW CB 20 DRAIN PIPE PENETRATION THROUGH WALL, SEE DETAIL 1 STD -2 NOTES: 1. FOR GENERAL STORM NOTES SEE SHEET STD -1. 2. FOR STORM DRAIN STRUCTURE ID, SEE 3 STD-4 3. DEPTH OF EXISTING UTILITY HAS NOT BEEN VERIFIED. CONTRACTOR SHALL FIELD VERIFY PRIOR TO TRENCHING. SHEET MAP N.A.V.D.88 *OMITTED, NO STORM WORK 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 M STREET SE PROJECT NUMBER GRADE SEPARATION C201A CONTRACT STORM NUMBER 11 -01 PLAN AND PROFILE Sl-EET ST -9 1720F 199 Z 0 a w co w H w w 0 N U C195 rn co ................. IC7 3+00 r-T - - - - - - - - - - - - - -j -T, L GARAGE 1 L--Y 182105904 BNSF F -50= 1 j 5 39155 0115 1 HE7LM,STEV N BOYETT, bAVIdIL YD 4-19 407 M Sr 8E 120 4TH_ ST _S M 21+38.84 (q9t.50 Y-1) L RIM EL 93.60 1 1E 90-1 &�VLE GUT- rVA WALL W5 RW EL: 92.4i,11 I G R Xv/ E 'I 0 �G) x > M CONC DW ON - 7"VV00D • T& (315- CITY OF-A U-BUE 401 M ST SE SEC. 18, T 21 N, R 05 E, W.M. W U) (73354062 AROMIN, MICHAEL 321 M ST SE (73354002--1-0) CARTER, BRIAN 312 L ST SE (73354002-0-5-) 1, (73354002-0-0) SCHAMERHORN, RODNEY iAXLEN, JASMIN F & KATHLEEN 308 L ST SE 310 L ST SE (7335400235 HODGINS, EWART W 315 M ST SE F-- .7 __j —S11; — — — -- (7335400-2-4-5-) LEWIS, ROBERT S LUKE 311 M ST SE STORM CONSTRUCTION NOTES: F5-] INSTALL WALL DRAIN CLEANOUT PER DETAIL SEE SHEET STD-4 FOR STATION/OFFSETS NOTES: 1. FOR GENERAL STORM NOTES SEE SHEET STD-1. 2. FOR STORM DRAIN STRUCTURE ID, SEE 3. DEPTH OF EXISTING UTILITY HAS NOT BEEN VERIFIED. CONTRACTOR SHALL FIELD VERIFY PRIOR TO TRENCHING. N.A.V.D. 88 *OMITTED, NO STORM WORK 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE ... ...... CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG 3+00 4+00 5+00 6+00 7+00 FOR BNSF UTILITY LOCATE 1.800.424.5555 No Date Reel ' nDAWtd TO SCALE SCALE MAY BE n1QTAQTCn COMA 0CD0An"rT1nK1 RV DATE AL-& 0 KLV1LVV1=L) 0y: DATE: L: PROJECT Drawn SDT 1110419011 M STREET SE 0 These drawings conform to the Reviewed PS 11/04/2011 PUBLIC WORKS DEPARTMENT Z z Contractor's construction records. GRADE SEPARATION 0 ��24 - Approved IGTC111/04/2011 25 West Main Street � "z 400"— Drawn By: Date SCALE: Projpd Manager r r 10 ) 1* Auburn, Washington Ole Q"rnDRA WASHINGTON CH2MHILL -Construct Manager 4111irl# PLAN AND PROFILE CONTRACT NUMBER 11-01 SHEET ST -10 73 OF 1991 C195 r,t bd P T f4 F (73354062 AROMIN, MICHAEL 321 M ST SE (73354002--1-0) CARTER, BRIAN 312 L ST SE (73354002-0-5-) 1, (73354002-0-0) SCHAMERHORN, RODNEY iAXLEN, JASMIN F & KATHLEEN 308 L ST SE 310 L ST SE (7335400235 HODGINS, EWART W 315 M ST SE F-- .7 __j —S11; — — — -- (7335400-2-4-5-) LEWIS, ROBERT S LUKE 311 M ST SE STORM CONSTRUCTION NOTES: F5-] INSTALL WALL DRAIN CLEANOUT PER DETAIL SEE SHEET STD-4 FOR STATION/OFFSETS NOTES: 1. FOR GENERAL STORM NOTES SEE SHEET STD-1. 2. FOR STORM DRAIN STRUCTURE ID, SEE 3. DEPTH OF EXISTING UTILITY HAS NOT BEEN VERIFIED. CONTRACTOR SHALL FIELD VERIFY PRIOR TO TRENCHING. N.A.V.D. 88 *OMITTED, NO STORM WORK 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE ... ...... CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG 3+00 4+00 5+00 6+00 7+00 FOR BNSF UTILITY LOCATE 1.800.424.5555 No Date Reel ' nDAWtd TO SCALE SCALE MAY BE n1QTAQTCn COMA 0CD0An"rT1nK1 RV DATE AL-& 0 KLV1LVV1=L) 0y: DATE: L: PROJECT Drawn SDT 1110419011 M STREET SE 0 These drawings conform to the Reviewed PS 11/04/2011 PUBLIC WORKS DEPARTMENT Z z Contractor's construction records. GRADE SEPARATION 0 ��24 - Approved IGTC111/04/2011 25 West Main Street � "z 400"— Drawn By: Date SCALE: Projpd Manager r r 10 ) 1* Auburn, Washington Ole Q"rnDRA WASHINGTON CH2MHILL -Construct Manager 4111irl# PLAN AND PROFILE CONTRACT NUMBER 11-01 SHEET ST -10 73 OF 1991 C195 r 0 rn a. N W NOTE: NO STORM DRAIN WORK IN THIS AREA. No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE f „1-- WAR -t,• Drawn SDT 11/04/2011 1 ' ~ Z z These drawings conform to the Reviewed PS 11/04/2011 Contractor's construction records. �. ,, e' y 0 Approved GTC 11/04/2011 �y Q Drawn B : Date 00 y SCALE: 198 VO w Constructi ectio AS DRAWN ONE INCH U SSIONAL �N - File: 382424ST1 pp.dgn T7 "f IN&WAIA � ". �' � ' �” , , "I",za CH2MHILL PUBLIC WORKS DEPARTMENT Street 25 West Main Auburn, • • W1 DATE: 95 •1 LOOR •1 75 i1 �I i i SHEET MAP N.A.V.D. 88 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. 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IT : . � HC T L VAR ...... ., . ,. ,.... .. ..... ....... ....... . ....... . ....... . ....... .. ...... ...... ........ ..,.. ...... .. ..... .. ...... .. ...... ....... ....... ....... ...... . ......... ......... ..,.,.,. ... CITY OFx v WASHINGTON CH2MHILL NOTES: 1. FOR STORM DRAIN PLAN AND PROFILE, SEEST -`O_ T IL _ _ _ _ _ REVIEWED BY: DATE: L► 0 20 20 50 GRAPHIC SCALE CALL BEFORE YOU 016 BURIED UTILITIES IN AREA 1.800.535.81 PLEASE CALL BEFORE YOU DIG FOR BNSF tRILITY LOCATE 1 SSSS PROJECT M STREET SE NUMBER GRADE SEPARATION IC201A STORM PROFILES CONTRACT NUMBER 11 -01 SHEET STP -3 77 OF 199 C195 All .r r 4 . — 4" PICA $ NOTES: 1. 3 /4" STAINLESS STEED BANDING IS PLACED AT EACH SUPPORT CHANNEL (8 -FT 4C) TO RETAIN HdPE PIPE TO CONTINUOUS ANGLE. 2. ALL STEEL IS A36 OR BETTER. 4. LINE;& GRADE WILL BE MAINTAINED USING A PIPE LASER 5. THE 18" HDPE PIPE WILL BE TV INSPECTED BEFORE & AFTER SAND INSTALLATION. 111101 a ik a INSTALLATION. 701 -1 ly4o v 0 SS BANDING f ;Oki LIM fi. M STREET SE GRADE SEPARATION CASING DATE APR 11. 2011 STORM DRAIN CASING SPACER :A Zkol OWN NO Ill 11 111111111111 lI11 Ill, pill Ill pill llp I i Illis lig A t j 4TH i1� col IN Em 0 €l a A a a 0 AWL CONTINUOUSLY UNDER THE 18" HDPE PIPE El"ll LEAVE A 1 SPAC WELD IN THE PIP �l} O 171 ,N BY: LLL M STREET SE GRADE SEPARATION DATE.% APR 1 ., 2011 STORM DRAIN CASING SPACER emu' i L3x3 "4 i CONT (TYP) Y C6xlOf � e p s F _ Ty r k 42- 1101 -D12 0 N ON N r r r NEW CASING 0164941 a _.0 END SEAL, TYP / AS SPECIFIED —/ CASING SPACER AS SPECIFIED, TYP CASING SHELL ,O 54" STEEL CASING, 0.719" MIN. THICKNESS RU#VNER' :.TYP. 1. INSTALL HDPE SEWER PIPE UNIFORMLY SUPPORTED AS SPECIFIED. 2. CARRIER PIPE SHALL BE HDPE WITH BUTT FUSED JOINTS IN ACCORDANCE WITH 7 -21.2. 3. LEAKAGE TEST SHALL BE PERFORMED PRIOR TO INSTALLING SEALS, 4. SEE SECTION 7 -21 FOR ADDITIONAL INSTALLATION REQUIREMENTS. NNNULAR :E WITH 18" SANITARY IN 54" CASINO [+` *091367�1 SCALE: NTS YARD DRAIN NOTES: YARD DRAINS TO BE CONSTRUCTED FROM CONCRETE PIPE IN �J ACCORDANCE WITH ASTM C 14. CUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE OUTSIDE DIAMETER PLUS YARD DRAIN WALL THICKNESS. U_�3� CONNECTION TO OUTLET PIPE TO BE MORTARED AND MADE FLUSH WITH INSIDE OF THE YARD DRAIN WALL. CAST IRON BELL GRATE. FITS INTO BELL RECESS AND EXTENDS FLUSH WITH FACE OF BELL. THE GRATE SHALL HAVE SLOTS (HOLES) THAT CONSTITUTE 50 PERCENT OPEN AREA FOR DRAINAGE. INLET BELL SURFACE SHALL BE FINISHED TO ASSURE NON- ROCKING FIT WITH ANY COVER POSITION. CONCRETE MINIMUM DEPTH 6 INCHES. 4" DRAIN PIPE, WHERE SHOWN ON DRAWINGS. 77 GRATE FLUSH WITH CONCRETE GUTTER (WHERE GUTTER IS PRESENT BEHIND WALL). O4" OR 6" PVC DRAIN PIPE TO YD OR CB AS SHOWN ON DRAWINGS. STAINLESS STEEL BAND, TYP mv mm r ii, i ill SCALE: NTS FA_ RIM- 9 (:�g E:3 12" O ELEVATION VIEW ST -1 THRU ST-4 ST -9 ml C) B/ RIM ELEVATION ne cunlAlKl lKl CATCH BASIN TYPE 1 I C SLAB OPENING ON I� CATCH BASIN TYPE 2 1+1 If-IM r n f%r I SECTION SCALE: NTS 2 ST -1 - ST -9 , 1. DRAINAGE STRUCTURES (CB'S, MH'S, STORM DRAINS, ETC.) AND RELATED DETAILS SHALL CONFORM TO WSDOT STANDARD PLANS SECTION B, UNLESS OTHERWISE NOTED. 2. FOR CATCH BASIN PLACEMENT ADJACENT TO CURBS, THE OFFSETS SHOWN ON THE DRAINAGE PLANS AND PROFILES ARE TO THE FACE OF CURB. STAKING OFFSET DEPENDS ON THE RELATIVE POSITION OF THE CURB TO THE CENTERLINE OF THE CATCH BASIN. FOR TYPICAL CATCH BASIN INSTALLATION, SEE DETAIL THIS SHEET. 3. PROVIDE CATCH BASIN GUTTER PANS PER WSDOT F- 10- 16 -00. 4. WHERE A CATCH BASIN OR MANHOLE IS NOT ADJACENT TO A CURB, THE STATION AND OFFSET ON THE PLANS, PROFILES IS TO THE CENTER OF THE STRUCTURE. 5. FOR CATCH BASINS WITHIN THE ROADWAY AND NOT ADJACENT TO A CURB, THE RING AND COVER OF THE CATCH BASIN SHALL BE ROTATED THE FARTHEST AWAY FROM THE VEHICLE'S WHEEL PATH. 6. VANED GRATES AND FRAME (WSDOT B- 30.30 -00 AND B- 30.10 -00) SHALL BE USED UNLESS OTHERWISE NOTED. ALL GRATES SHALL BE BOLT DOWN AS SHOWN IN B- 30.40 -00. WHERE THROUGH CURB INLETS ARE IDENTIFIED, SEE WSDOT B- 25.20 -00. 7. ALL STORM SEWER PIPE SHALL BE PVC STORM SEWER PIPE SDR 35, UNLESS OTHERWISE SHOWN ON DRAWINGS. 8. UNLESS OTHERWISE NOTED OR SHOWN ON THE PLANS, STORM PIPE SHALL BE INSTALLED CONFORMING TO CITY OF AUBURN STANDARD DETAIL TRAFFIC -03 (LONGITUDINAL PIPE TRENCH DETAIL). ALL PIPE BEDDING SHALL BE CTSC PIPE BEDDING. ALL PIPE TRENCH BACKFILL SHALL BE GRAVEL BORROW PIPE TRENCH BACKFILL, EXCEPT AS NOTED BELOW OR AS SHOWN ON THE PLANS. 9. STORM PIPE CROSSING EXISTING PAVEMENT TO REMAIN, AND AREAS WITH PIPE COVER LESS THAN 36 INCHES, SHALL BE BACKFILLED WITH SELECT PIPE TRENCH BACKFILL (CSTC) IN CONFORMANCE WITH CITY OF AUBURN STANDARD DETAIL TRAFFIC -02 AND TRAFFIC -03. 10. ON NEW MANHOLES INSTALLED PRIOR TO ROADWAY EXCAVATION, THE CONTRACTOR SHALL INSTALL TEMPORARY MANHOLE RISERS AND SET TEMPORARY RIM ELEVATIONS TO EXISTING GRADE. REMOVE TEMPORARY RISERS AND SET FINAL RIM ELEVATIONS TO FINISHED GRADE IN CONFORMANCE WITH 7- 05.3(1). INSTALLATION AND REMOVAL OF TEMPORARY RISERS, AND FINAL ADJUSTMENT SHALL BE INCIDENTAL TO MANHOLE PER EACH. 11. FOR STORM DRAINS INSTALLED AND BACKFILLED IN THE STREET RIGHT -OF -WAY PRIOR TO ROADWAY EXCAVATION, SEE TEMPORARY PIPE TRENCH RESTORATION DETAIL 3 STD -2 O Q CL w w 0 I- W w co Q 0 N U C195 YARD DRAIN, SEE SCALE: NTS Fi cm s' r _ Y aal � sw r%a is. ran% a aaa raarar Revision :a i • .i ,low M y� rr .. r - r r 07/23/121 BNSF REQUESTED REVISION c 7%* ���5 '� a�sr'� ■� ■ � �i �� t . L RIMAIN I. SCALE: NTS ILWN SLOPE 21-11V T T � r w e i 1 i1 1i5i �I 4 If�1 r r +� FINISHED GRADE r r r-- __----------- .------ _.--- - - - - -- - - - -y SCALE: NTS SCALE: NTS M i F ST —Ll Rig. i_ A-s-i AL X11 :Ayi :4 7 1 IR� 2" HMA CL PG 64-22 SAWCUT EDGE, SEAL WITH ASPHALT EMULSION - 4" CSBC PER TRAFFIC-03 EXISTING STREET SECTION d . 44 • . . TEMP NATIVE BACKFILL MATERIAL, PER 7-08.3 {3} SEE ROADWAY SECTIONS :,�--• w Y r w E- PIPE ZONE AND BEDDING, PER TRAFFIC-03 PIPE FOUNDATION, PER TRAFFIC -03 AS APPLICABLE TEMPORARY PIPE TRENCH RESTORATION FOR M ST SE, 6TH ST SE, 4TH ST SE SCALE: NTS NCH NOTES: 1. THIS DETAIL IS USED WHEN TRENCHES ARE INSTALLED IN THE STREET RIGHT- OF-WAY PRIOR TO ROADWAY EXCAVATION AND SUBSEQUENT REMOVAL OF BACKFILL, OR WHERE DIRECTED BY THE ENGINEER. TRENCHING FOR PIPE SHALL CONFORM WITH SECTION 7-08 AND CITY OF AUBURN TRAFFIC-03 OR TRAFFIC -02 AS APPLICABLE, EXCEPT ABOVE PIPE ZONE AS SHOWN ON THIS DETAIL. a w r CALL BEFORE YOU DIG BURIED UTILi77ES IN AREA 1.808.3 -.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF U71LITY LOCATE 1.800.424rS�i$ Cl 9-m "61-m 0 SHEET SM-2 79F199 C195 r r F t SLOPE 21-11V T T � r w e i 1 i1 1i5i �I 4 If�1 r r +� FINISHED GRADE r r r-- __----------- .------ _.--- - - - - -- - - - -y SCALE: NTS SCALE: NTS M i F ST —Ll Rig. i_ A-s-i AL X11 :Ayi :4 7 1 IR� 2" HMA CL PG 64-22 SAWCUT EDGE, SEAL WITH ASPHALT EMULSION - 4" CSBC PER TRAFFIC-03 EXISTING STREET SECTION d . 44 • . . TEMP NATIVE BACKFILL MATERIAL, PER 7-08.3 {3} SEE ROADWAY SECTIONS :,�--• w Y r w E- PIPE ZONE AND BEDDING, PER TRAFFIC-03 PIPE FOUNDATION, PER TRAFFIC -03 AS APPLICABLE TEMPORARY PIPE TRENCH RESTORATION FOR M ST SE, 6TH ST SE, 4TH ST SE SCALE: NTS NCH NOTES: 1. THIS DETAIL IS USED WHEN TRENCHES ARE INSTALLED IN THE STREET RIGHT- OF-WAY PRIOR TO ROADWAY EXCAVATION AND SUBSEQUENT REMOVAL OF BACKFILL, OR WHERE DIRECTED BY THE ENGINEER. TRENCHING FOR PIPE SHALL CONFORM WITH SECTION 7-08 AND CITY OF AUBURN TRAFFIC-03 OR TRAFFIC -02 AS APPLICABLE, EXCEPT ABOVE PIPE ZONE AS SHOWN ON THIS DETAIL. a w r CALL BEFORE YOU DIG BURIED UTILi77ES IN AREA 1.808.3 -.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF U71LITY LOCATE 1.800.424rS�i$ Cl 9-m "61-m 0 SHEET SM-2 79F199 C195 1-111 r+r,KIr+ ni In1171 ON SOIL ON SIDEWALK L 24" SURFACE SURFACE 5j8" CIP RETAINING WALL 12" LL4 OR RI-4. SEE CI CLEAN -OUT RETAINING WALL SHEETS RING AND COVER, O O O SM60 UTWS O O O PER WSDOT B- 85.40 -00 c� CB TYPE 1 3/8" BARS — CONCRETE 2' SQ CONCRETE GUTTER r N FINISHED 1/2'° SLOTS — '� ^ ---�__ 450 BEND SIDEWALK GRADE C d' 1.75 MINIMUM DEPTH _ 45° FULL WYE (IN LINE CLEANOUT) OR AS DESIGNATED i „ 450 BEND (END CLEANOUT) _ z BY ENGINEER O 20 21/2„ WALL SLOPE OR T a- 4:1 0.005 FT /FT MIN. z CL g 6" TYP O O O n O O O C14 SCALE: NTS 2 PEDESTRIAN GRATE COMBINATION FRAME AND HOOD PER WSDOT STD PLAN B- 25.20 -00, SEE NOTE 4 RECTANGULAR ADJUSTMENT SECTIONS c 1 PROVIDE 2 SLOTS IN THE GRATE THAT ARE VERTICALLY ALIGNED WITH THE HOLES IN THE FRAME. LOCATION OF BOLT DOWN SLOTS VARIES AMONG MANUFACTURERS. 2. REFER TO STANDARD SPECIFICATION 9- 05.15(2) FOR ADDITIONAL REQUIREMENTS. 3. FOR FRAME DETAILS SEE WSDOT STANDARD PLAN B- 30.10 -00. 4. MODIFY CATCH BASIN HOOD TO PROVIDE 3.6 INCH HEIGHT. OMIT STEEL BAR/DEBRIS GUARD. 1"* 0 N pal 0 l ST -1 - ST -10 RT -3 - RT -8 3.6°' (SEE NOTE 4) Date I Revision I DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION 0 1 These drawings conform to the BY I DATE Drawn SDT 11/04/2011 Reviewed PS 11/04/2011 Approved GTC 11/04/2011 SCALE: ONE INCH AS DRAWN File: 382424STD1.dgn PEDESTRIAN GRATE SCALE: NTS CONCRETE BARRIER WALL, SEE SHEET RT -12 CATCH BASIN BLOCKOUT IN WALL, SEE SHEET RT -12 I��O,c�\C_l ; SIM lee %SIONAL 91 IN MVET61 CATCH BASIN AS SHOWN ON DRAWINGS DRAIN PIPE OR UNDERDRAIN WALL PENETRATION, SEE SHEET RT -14 CATCH BASIN ADJACENT TO SINGLE SLOPE BARRIER AND CIP WALL SCALE: NTS Street PUBLIC WORKS DEPARTMENT 25 West Main Auburn, VW111140% 116, CH2MHILL .. r R 4 SPLASH BASIN PLAN SCALE: NTS COMBINATION INLET ROADWAY 6" ADJUSTMENT SECTION CATCH BASIN TYPE 1 CALL BEFORE YOU DIG 1.800.533.2891 FOR BNSF UTILITY LOCATE BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 1.800.424.5555 M STREET SE GRADE SEPARATION PROJECT NUMBER NUMBER C201 CONTRACT STORM L 11 -01 DETAILS L � L, , L < STD -3 L 80 OF 199 t, G , < LL t L. � G �L k' G � `L KNOCK OUT OR CORE DRILL FOR PIPE OPENING L � < � < 4. G Date I Revision I DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION 0 1 These drawings conform to the BY I DATE Drawn SDT 11/04/2011 Reviewed PS 11/04/2011 Approved GTC 11/04/2011 SCALE: ONE INCH AS DRAWN File: 382424STD1.dgn PEDESTRIAN GRATE SCALE: NTS CONCRETE BARRIER WALL, SEE SHEET RT -12 CATCH BASIN BLOCKOUT IN WALL, SEE SHEET RT -12 I��O,c�\C_l ; SIM lee %SIONAL 91 IN MVET61 CATCH BASIN AS SHOWN ON DRAWINGS DRAIN PIPE OR UNDERDRAIN WALL PENETRATION, SEE SHEET RT -14 CATCH BASIN ADJACENT TO SINGLE SLOPE BARRIER AND CIP WALL SCALE: NTS Street PUBLIC WORKS DEPARTMENT 25 West Main Auburn, VW111140% 116, CH2MHILL .. r R 4 SPLASH BASIN PLAN SCALE: NTS COMBINATION INLET ROADWAY 6" ADJUSTMENT SECTION CATCH BASIN TYPE 1 CALL BEFORE YOU DIG 1.800.533.2891 FOR BNSF UTILITY LOCATE BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 1.800.424.5555 M STREET SE GRADE SEPARATION PROJECT NUMBER NUMBER C201 CONTRACT STORM NUMBER 11 -01 DETAILS SHEET STD -3 80 OF 199 Z O f- Q CL W W 0 c� w W ° Q 0 N U C195 E� ''2 lzm V r s+w •- �r a - w w'w • s t -"ACKFILL '' ijl'� 1, jll���11- 641 Lei SCALE: NTS ST-3 - ST-9 RAILROAD BRIDGE, SEE DWG ST -3, AND BR-02 s r r • 6 1\ "1 04571 " &1161 filyll z-Tvjr &i 9m (PERFORATED) I(SOLID) DECK DRAIN 'HOOT SLOTS, JG PER ND WELDED L SECTION symn 0 NM r•. These drawings conforrn to the Drawn B)r. Date PROJECT ID CITY G1S ID SNT. i0. STATION PROJECT ID CITY GIS iD SHT. NQ. STATION E�FFSET SCALE: • M 9 +58.64 III I' �I ONE INCH AS DRAWN ST-5 M 25 +54.10 File: 382424SMI.dgn SHT. NQ. STATION PROJECT ID CITY G1S ID SNT. i0. STATION PROJECT ID CITY GIS iD SHT. NQ. STATION E�FFSET ST-1 M 9 +58.64 SDMH 1 -1 1 C1285 ST-5 M 25 +54.10 SDMH 5-1 C133�0 ST-2 M 16 +50.74 46.5' RT ST -1 M 9 +53.08 CB 1-2 C1284 ST-5 M 25 +54.28 CB 5-2 C1 329 ST-2 M 16 +95.00 42.5' LT ST-1 M 12 +46.63 SDMH 1-3 C1288 ST-5 M 25 +07.22 CB 5-3 C1331 ST-1 M 12 +46.50 CB 1-4 ( 287 y ST -3 M 17 +77.44 42.5' LT ST-1 M 12 +46.50 CB 1-5 i tCl!2:89 ST-6 6TH 68 +88.98 SDMH 6-1 C1338 ST-3 M 17 +84.56 42.5' LT ST -1 M 12 +46.48 YD 1-6 j 01286 ST-6 67H 68+00.74 SDMH 6-2 C1335 ST-3 M 17 +86.26 36.65' LT .. �.._.w _ ST-6 67H 66+39.61 SDMH 6-3 C1332 ST-3 M 17 +83.53 46.7' LT ST 2 :...,w- .....r M 14 +00.51 _. : .,....rv. - ,vna.w _ SDMH 2 -1 C129r. w.... >,.....m®w.....,- .. >... ST-6 6TH 68+0 0.71 CB 6-4 ....n C1336 :cw ST-3 ... M '[8 +0 .66 32.5' LT ,. .....- ...... - ST 2 M 15+64.74 SDMH 2-2 01296 ST-6 6TH 68-*00.80 C8 8-5 01334 ST-3 M 19+51.55 .... 3Ei LT ST -2 M 14 +00.50 --C-B2---3---,I- p 01291 ST-6 6TH 68 +88.78 NC8 6-6 01339 ST-3 M 19 +53.21 42.5' !T �ST 2 M 13 +74.24 CB 2-4 C1293 ST-6 6TH 68 +88.66 CB 6-7 C1337 ST-3 M 19+73.18 41.43' LT ST -2 M 15 +34.70 CB 2-8 01294 ST-6 6TH 66 +54.69 CB 6-6 j C1333 ST 3 M 19 +56.62 423 LT ST-2 M 15 +54.60 CB 2-6 C1295 y ST -2 M 15+56.20 CB 2 -7 C1299 ST-7 L 82 +54.20 SDMH 7 -1 01334 ST-3 M 17 +71.99 44.T RT ST-2 M 14 +00.79 YD 2-8 C1290 ST -7 L 82 +50.00 CB 7-2 C1335 ST-3 M 17 +84.26 43.9' RT �. ST 2 .,. _ M 14 +59 84 ..�.....�...__. CB 2 9 C1297 w S� =3 1+ M 17 83.3Q 38 25' RT ST 2 M 14 +99 09 CB 2 -10 C1298 ST-8 L 85+32.11 SDMH 8-1 C133s . ST-3 M 18 +09.10 _ 33.08' RT ST-8 L 85 +31.99 CB 8-2 i C1337 ST-3 1111 < 19 +54.07 36.6fi' 1T ST-3 M 17 +83.72 SDMH 3-1 01304 ST-B 4TH 46+52.37 SDMH ST-3 M 19 +54.27 42.5' RT ST-3 M 19+73.63 SDMH 32 01310 9-1 01338 ST-3 14l 49+57.82 42.5' RT ST3 M 17 +83.49 YO 33 01301 ST-9 4TH 47 +78.92 ...�... SDMH 9-2 C1343 ST-3 M i9 +73.48 42.5` RT ST-3 M 17 +83.78 CB 3w4 01302 ST-9 4TH 48 +48.21 SDMH 9-3 01347 ST-3 M 17 +83.88 CB 3-5 - 1 'C1303 ST-9 ST-9 47H 47 +x.00 47H 48.36.09 CB 9-4 .,..�. 01342 01346 ST-4 MM` M 21 +11.57 36.25' LT ST-3 M 17 +78.90 CB 3 C1305 - ---- -� CB 93 .. ST-4 M 21 +13.92 42.5! LT ST-3 M 17 +78.84 CB 3-7 C1306 ST-9 4TH 48+88.92 CB 9-7 01349 ST-4 ". , . M 21 +18.13 w .. 47.99 LT ST-3 M 19+53.52 CB 3-9 C1307 ST-9 4TH 47 +80.75 - CB 9-8 C1344 �.�34 -- ST-4 M 21 +40.75 ____. 51.96' LT ST 3 M 19+73.63 CB 3-10 01308 ST-9 4TH 47 +80.71 YD 9 9 C1345 ST-4 M 22 +8:3.46 45.22' LT ST-3 M 19+93.54 CB 3-1.1 01309 ST-9 47H 48 +97.18 YD 9-11 C1350 _ ST-4 M 23 +83.02 35.6' LT ST-3 M 19+53.65 CB 3-12 01311 -ST-9 47H 46 +_91.26 SDMH 9-12 C1340 ST-4 M 21 +35.71 r 93.5' LT ST-3 M 19+73.63 CB 3-13 C1312 ST-9 4TH 46 +90.83 CB 9-13 01339 ST-4 M 21+40.96 93.39' LT ST-3 M 19+93.69 CB 3-14 C1313 ST-9 -- - 4TH 45 +89.87 CB 9-14 C1341 ST�4 M 21 +10.46 42.5' RT SST-3 -0 M 17 +40.00 0 YD 315 01300 SST-9 - 4TH 48 +33.91 CB 9-15 C1348 �- STw4 M 21 +12.85 _ ,. 36.25' RT - PND-1 M 20+72.08 SDMH PNDI -1 C1351 .- ST-6 6TH 69+28.23 28.6r LT ST- M 22 +x.12 SDMH 4-1 04327 ST-4 M 24 +12.37 SDMH 4 -2 01328 PND-1 M 23+861.38 SDMH PND1 2 C1352 ST-9 4TH 49+05,43 34.07'µRT -- -�- ST-4 M 21 +30.00 SDMH 43 01319 PND-1 M 23+88.86 CBRPNDI-3 _v �,.. M 24+08.81 SDMH PND1 -4 C1353 01354 ST-9 4TH 47 +83.94 30.08` LT PND-1 ST-4 M 21 +30.00 SDMH 4-4 C1318 ST-9 47H 48+20.06 59.85` LT ST-4 M 21 +38.81 CB 4-5 C1322 ST _10 4TH 48+15.85 73.24' RT ST-4 M 21 +16.84 CB 4-6 01320 ST 11 4TH 48 +35.26 74.6' RT ST-4 M 21 +65.41 CB 4-7 01316 ST-4 _ M 22 +89.85 YD 4-$ C1326 ST-4 M 22 +73.47 CB 4-9 C1325 CITY OF AUBURN STORM DRAIN WALL DRAIN CLEANOUT ST-4 M 22 +03.04 CB 4-10 C1324 STRUCTURE NUMBERS 3 LOCATIONS ST-4 M 21 +14.04 CB 4-14 C1317 - - SCALE: NTS -, SCALE: NTS ST-4 M 21 +44.00 CB 4.15 C1323 ST -1 �;42 ST4 M 21 +17.60 CB 416 C1314 ST4 M21 CB 4-17 C1315 ST-4 M 21 +23.20 CB 418 C1321 ST.4 M 21 +29.84 SDMH-PS 01323 NON- WOVEN, HIGH SURVIVABILITY, ST-4 M 21+38.84 YD 4-19 C1355 _ GLASS A CONSTRUCTION GEOTEX ILE FOR UNDERGROUND DRAINAGE, TRENCH BNSF 38.5' LT MIN. 12" OVERLAP AT TOP --� _ LINE -A WASHINGTON CH2MHILL s 4 INFILTRATION TRENCH SECTION BNSF LINE 248 +80 TO 209 +55 SCALE: NTS PUBLIC O R . P , rr 25 West Main Street 1 Aubum, Washington i s i�i1i -a r anager DATE: 69N 9 �y z O a u. W to W a El o CAL"EfQ BURIED UTILITIES IN AREA 1.800.333.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY" LOCATE 1.800.424.5555 STREET' SE p� °�E NUMBER GRADE SEPARATION C201A STORM DETAILS NUMBER 11-01 SHEET STD-4 81 OF 199 C195 T t . _.__ iff EL.: 96.14' nw (" l EL: 90.£32' I EL: 89.82 No. I Date BACK UP ENGINE GENERATOR (MV10Oj SEE NOTE 3 7/20/12 1 RFI # 3, #33 ONE INCH -i AS DRAWN VvI1t G.V vi td'U!` %.II VF%1 WITH TOP RAIL, TYPE O C _ t^rry nr WASHINGTON CH2MHILL t SD— - _ D 0 f 40 .i MONEW GRAPHIC SCALE 11 A 1 EXISTING i FENCE TO COATED CHAIN UNK FENCE WITH TOP RAIL, TYPE 3, PER DATE: 6 9 ®y GALL BEFORE YOU 016 1.848.533.2891 FOR ONSF UTILITY LOCATE BURIED UTILITIES IN AREA PLEASE GALL BEFORE YOU DIG 1480O.A424.5555 M ;STREET SE GRADE 'SEPARATION 'L ql,�L SHEET 92 OF 1 .. J C195 �: • COATED PER D 1 1- EXISTING i FENCE TO COATED CHAIN UNK FENCE WITH TOP RAIL, TYPE 3, PER DATE: 6 9 ®y GALL BEFORE YOU 016 1.848.533.2891 FOR ONSF UTILITY LOCATE BURIED UTILITIES IN AREA PLEASE GALL BEFORE YOU DIG 1480O.A424.5555 M ;STREET SE GRADE 'SEPARATION 'L ql,�L SHEET 92 OF 1 .. J C195 0 N a N -- E E. 21 +00 i` E I CP53 CF 1 , I CP52. CP51 � L I I � t I P d d � i t I` 1 I E E� I BY I DATE Drawn SDT 08/26/2011 Reviewed RC 08/26/2011 Approved GC 08/26/2011 SCALE: ONE INCH AS File: 382424PND1.dgn E. SEC. 18, T 21 N, R 05 E, W.M. 11mmill 30188 ls O �SIONAL ��� f"rlry nr CH2MHILL PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington v or, 5 �w 0 15 30 45 GRAPHIC SCALE REVIEWED BY: DATE: �Z 01 Projetl Manager 11 /.1U. 0,0, ®4-r n -;tructioA Manager NOTES: 1. SEE SHEET PND -5 FOR CONTROL POINT DATA. ALL ELEVATIONS SHOWN ARE FINISHED ELEVATIONS. 2. CONTOUR INTERVAL IS 1.0. 3. SEE LANDSCAPING PLAN L2 FOR PERMANENT VEGETATION. 4. CONTRACTOR SHALL VERIFY COMPACTION OF EXISTING BACKFILL OF FORMER BUILDING �. SITES. SEE SPECIFICATIONS. - = 5. IMMEDIATELY PRIOR TO FINAL POND GRADING, THE CONTRACTOR SHALL SCARIFY THE TOP 1 FT. OF EXISTING NATIVE SOIL OF THE ENTIRE INFILTRATION CELL BOTTOM. THE FINISHED SURFACE SHALL BE GRADED UNIFORM AND SMOOTH. CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 M STREET SE NUMBER R tJMR GRADE SEPARATION C201A CONTRACT STORMWATER POND NUMBER 11 -01 GRADING PLAN SHEET PN D -2 83 OF 199 z 0 Uj rr 0 H W W 0 N U C195 K' 1 3` Z-11 3:1 - EL 87.0° 10 YEAR WATER SURFACE, EL. 882 m DESIGN WATER SURFACE, EL. 89.75` SEDIMENT CELL SCALE: NTS 3ENCH SCALE. NTS li rT�N e POND ACCESS RAMP Fm DESIGN WATER QUALITY SURFACE, EL. 87.01 V BENCH 5 ALME i :�Vv- 8" BASE COURSE 110 1 VV.w ill] PL I CH2MHILL 0+00 1+00 A a B< • �r � v 0 B SCALE: NTS z O CL all co W V 1—u W VI P Q U UE # \1J t it CALL BEFORE YOU DIG BURRED UTILITIES IN AREA 1.8tta.533.2891 PLEASE CALL BEFORE YOU DIG FOR BUSF UTIL TY LOCATE 1.i0tM"SM IVY STREET SE UMBER M J.141-4&-1:4 J-11 J.Aii 1 0201 A C195 .. �. •. ! :. ISTANCE I� 1298076.29 13+25. :�Vv- 8" BASE COURSE 110 1 VV.w ill] PL I CH2MHILL 0+00 1+00 A a B< • �r � v 0 B SCALE: NTS z O CL all co W V 1—u W VI P Q U UE # \1J t it CALL BEFORE YOU DIG BURRED UTILITIES IN AREA 1.8tta.533.2891 PLEASE CALL BEFORE YOU DIG FOR BUSF UTIL TY LOCATE 1.i0tM"SM IVY STREET SE UMBER M J.141-4&-1:4 J-11 J.Aii 1 0201 A C195 EV r O MANHOLE RING AND COVER WITH LOCKING BOLTS, MARKED "DRAIN" #- 0 �i d CRUSHED SURFACING • - ... _ °... R..° n. • °... n.. . TOP COURSE SECTION w Oki' toot 9 o SCALE: NTS • i r r ## # A • It i pg • R.. • 'g a � .g # - g r . # # i r � , p O .g Ll 9 -4 i # i ## # A • It i r s -w 311if ":. # Tk ',o y B 1 L1 WASHINGTON CH2MHILL SPACED ELEVATION Fm f REVIEWED BY: 4 � 1 �• i DRILL HOLES FOR LUCK r- # 1. ALL STEEL IN PLATES, BARS AND BANDS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36, 2. DEBRIS CAGE SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A123 (AASHTO Ml 11). 3. SIZE AS APPROPRIATE FOR STRUCTURE. 9 EQUALLY 4. DEBRIS CAGE SHALL BE BOLTED TO CATCH BASIN WITH FOUR GALVANIZED BOLTS EQUALLY SPACED. DEBRIS CAGE r4NN SCALE: NTS • r � r SCALE: NTS F5 PND-1 • i is �sii -�,• IF 2 LONGITUDINAL STRIPS a 1 Z 0 y� VJ W ui W i Q a V C195 pg 'g a � .g g p� p O .g 9 ♦. r s -w 311if ":. # Tk ',o y B 1 L1 WASHINGTON CH2MHILL SPACED ELEVATION Fm f REVIEWED BY: 4 � 1 �• i DRILL HOLES FOR LUCK r- # 1. ALL STEEL IN PLATES, BARS AND BANDS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36, 2. DEBRIS CAGE SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A123 (AASHTO Ml 11). 3. SIZE AS APPROPRIATE FOR STRUCTURE. 9 EQUALLY 4. DEBRIS CAGE SHALL BE BOLTED TO CATCH BASIN WITH FOUR GALVANIZED BOLTS EQUALLY SPACED. DEBRIS CAGE r4NN SCALE: NTS • r � r SCALE: NTS F5 PND-1 • i is �sii -�,• IF 2 LONGITUDINAL STRIPS a 1 Z 0 y� VJ W ui W i Q a V C195 No. I Date < co Hamm Z, SCALE: NTS FLOW LINE FINISHED GRADE AS SHOWN PER CONTOUR EARTH MOUND SCALE: NTS PAVED ACCESS ROAD SCALE: NTS VARIES 12 VARIES COATED CHAIN LINK FENCE, SEE PND-1 EMERGENCY OVERFLOW SPILLWAY 6 51 16 4" HMA CL 2" PG 64-22 PIS ffjA KEW NAM • 6 2 qi(Typ) • IT 01 Revision I DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION soZ 0 F= < Do U- 0 W w W0 These drawings conform to the Contractors construction records. Drawn By: Date SITE CONTROL POINT LOCATION BY DATE Drawn SDT 08/26/2011 Reviewed RC 08/26/2011 Approved GC 08/26/2011 SCALE: ONE INCH AS DRAWN:� File: 382424PND1.dgn '10NAL SCALE: NTS 4" HMA CL Y2" PG 64-22 CONTROL POINT (CP) NORTHING EASTING ELEVATION DESCRIPTION CP1 114088.97 1298156.74 92.00 TOP OF POND CP2 114101.25 1298139.24 91.50 TOP OF POND CP3 114134.25 1298125.01 91.50 TOP OF POND CP4 114169.78 1298124.77 91.50 TOP OF POND CP5 114237.39 1298121.82 91.50 TOP OF POND CP6 114268.11 1298114.29 91.50 TOP OF POND CP7 114279.31 1298114.29 91.50 TOP OF POND CP8 114305.74 1298142.75 91.50 TOP OF POND CP9 114303.37 1298174.75 91.50 TOP OF POND CP10 114309.80 1298170.86 91.50 TOP OF BERM CP11 114324.71 1298171.88 91.50 EDGE OF ROAD CP12 114265.10 1298196.50 91.50 TOP OF POND CP13 114259.62 1298193.76 91.50 TOP OF POND CP14 114249.13 1298191.29 91.50 TOP OF POND CP15 114239.80 1298191.29 91.50 TOP OF POND CP16 114231.93 1298193.82 91.50 TOP OF POND CP17 114231.24 1298194.31 91.50 TOP OF POND CP18 114215.48 1298199.28 91.50 TOP OF POND CP19 114134.13 1298199.29 91.50 TOP OF POND CP20 114088.47 1298168.86 92.00 TOP OF POND CP21 114133.56 1298140.97 88.20 EDGE OF BENCH CP22 114191.33 1298147.42 88.20 EDGE OF BENCH CP23 114217.73 1298146.06 88.20 OF BENCH CP24 114117.13 1298170.39 88.20 -EDGE EDGE OF BENCH CP25 114120.03 1298150.75 88.20 EDGE OF BENCH CP26 114151.79 1298156.74 83.00 BOTTOM OF POND CP27 114151.79 1298168.86 83.00 BOTTOM OF POND CP28 114177.79 1298156.79 83.00 BOTTOM OF POND CP29 114177.79 1298168.79 83.00 BOTTOM OF POND CP30 .114208.56 1298154.67 87.00 BOTTOM OF POND CP31 CP32 114205.79 114205.79 1298159.14 1298172.78 1 87.00 87.00 BOTTOM OF POND BOTTOM OF POND ClIry nr 7:1 QUARRY SPALLS, 12" THICK 7H:1V MAX SLOPE CONSTRUCTION PREPARED GEOTEXTILE (HIGH SURVIVABILITY, SECTION SUBGRADE CLASS C) POND ACCESS RAMP SCALE: NTS CONTROL POINT (CP) NORTHING EASTING ELEVATION DESCRIPTION CP33 114034.55 1298218.90 92.00 EDGE OF GRAVEL CP34 114021.37 1298147.08 92.50 EDGE OF GRAVEL CP35 114067.87 1298124.90 92.00 EDGE OF GRAVEL CP36 114078.79 1298127.75 92.00 EDGE OF GRAVEL CP37 114104.70 1298125.77 92.00 EDGE OF GRAVEL CP38 114242.92 1298105.22 92.00 EDGE OF ACCESS ROAD CP39 114221.62 1298180.91 87.00 BOTTOM OF POND CP40 114133.13 1298186.39 88.20 EDGE OF BENCH CP41 114319.25 1298051.04 90.33 BEGIN ACCESS ROAD, CP42 114264.22 1298102.04 92.50 ACCESS ROAD, HIGH POINT CP43 114253.71 1298100.36 92.30 ACCESS ROAD, CP44 114211.79 1298089.05 90.80 ACCESS ROAD, CP45 114138.39 1298078.73 87.30 ACCESS ROAD, CP46 114058.27 1298077.52 84.65 ACCESS ROAD, CP47 114043.95 1298077.31 84.80 ACCESS ROAD, CP48 114030.48 1298077.01 85.20 ACCESS ROAD, CP49 114025.92 1298076.94 85.50 ACCESS ROAD, CP50 113985.29 1298117.70 90.00 ACCESS ROAD, CP51 113986.18 1298164.76 92.00 END ACCESS ROAD, CP52 113974.95 1298138.20 92.00 CORNER OF CONCRETE PAD CP53 113976.51 1298161.45 92.00 CORNER OF CONCRETE PAD CP54 114069.63 1298086.65 86.00 CORNER OF CONCRETE PAD CP55 114245.75 1298136.08 87.00 BOTTOM OF POND CP56 114268.09 1298130.79 87.00 BOTTOM OF POND CP57 114279.31 1298130.80 87.00 BOTTOM OF POND CP58 114289.28 1298141.53 87.00 BOTTOM OF POND CP59 114286.92 1298173.50 87.00 BOTTOM OF POND CP60 114272.48 1298181.75 87.00 BOTTOM OF POND CP61 114266.96 1298178.99 87.00 BOTTOM OF POND CP62 114249.18 1298174.77 87.00 BOTTOM OF POND CP63 114239.82 1298174.82 87.00 BOTTOM OF POND CP64 114288.52 1298111.75 91.23 BOTTOM OF POND SPILLWAY CP65 114321.17 1298079.21 91.00 BOTTOM OF POND SPILLWAY PUBLIC WORKS DEPARTMENT I25 West Main Street Auburn, Washington WASHINGTON CH2MHILL 0:01ATA CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 JECT M STREET SE PR O NUMBER GRADE SEPARATION C201A CONTRACT STORMWATER POND NUMBER 11-01 DETAILS SHEET PND-5 86 OF 199_ z 0 Q. d. LU ry U.1 U.1 CIA C195 C\l 0) Q0 2"x2"0/8" ASTM A276, TYPE 316 ANGLE. ATTACH TO WALL WITH 1/2" WEDGE ANCHOR .0 ASTM A312, TYPE 316,40S 001- PIPE SLEEVE ?p I PIPE 1/2" STAINLESS STEEL 45 BOLTING, TYP A PL %"x2"x2" ASTM A240, TYPE 316 SHAPE TO FIT ------ — . PIPE CLAMP . ///C4_ MODULAR MECHANICAL SEAL ASSEMBLY WITH STAINLESS STEEL BOLTS AND NUTS, AS SPECIFIED WALL PENETRATION SEAL DETAIL ri SCALE:NTS k PS-1 STAINLESS STEEL GRINNEL FIGURE 212, ELLEN FIGURE 2, OR EQUAL PIPE CLAMP %I I Z! M WIMANT41 SCALE:NTS 7- � - 45- P DETAIL 1/4 R& INFLUENT PIPE WALL BEND AS REQUIRED TO FIT WALL 2"x2"x3/8" STAINLESS STEEL ANGLE, LEG DOWN TYP 9 CY) STAINLESS STEEL BOLTING, TYP WET WELL CL AND "rm C.0 0 0 C14 0 C.0 .• PL Y4" STAINLESS STEEL BAFFLE PLATE DRILL 2-5/8" DIAMETER HOLES EACH SIDE FOR 1/2" STAINLESS STEEL ADHESIVE ANCHORS ROUND TOP OF RAILS 1" RADIUS ACCESS DOOR EQUALLY SPACED @ V-10" OC MAX 1" DIA x V-15" AL RUNGS - BAR BRACCKEB BAFFLE PLATE DETAIL � 3 SCALE:NTS @ 81-011 0( SPACING I lkvd a] 5 W ii N 1 * 160-16M E _71Dtl NOTE: PROVIDE TELESCOPING TUBULAR SAFETY POST ON EACH LADDER. PROVIDE DIAGONAL/ BRACKETS AT TOP CONNECTION AL FLAT BAR 2 1/2 x 1/2 RAILS, PUNCH TO RECEIVE RUNGS 5/8" DIA SST WEDGE ANCHORS BAFFLE PLATE STORM SEWER CL 6 0,-c SEE TYP IE. EL 70.84 3 GRAVITY STORM DRAIN SEE GRAVITY STORM DWG ST-4 DRAIN SEE WALL PENETRATION LADDER DETAIL r 4 DWG ST-4 SEE TYP SCALE: NTS _ k PS-1 WALL PENETRATION SUBMERSIBLE \,PS -2 PRECAST UTILITY SEE TYP PUMP - TYP 31' 311 311 2 112' VAULT 675 LA OR DOUBLE LEAF GUARDRAIL SEE -AL 1 6X4.03, ------ PRE-CAST CONCRETE EQUIVALENT ACCESS DOOR (5 I OPENING AND T6061 J6 WALL 0 BEAM ACCESS DOOR o. ABOVE NOTES: TEE W/ 4"GV 3'# LADDER TO 7i7 1. PROVIDE LONG HORIZONTALLY SLOTTED M MEZZANINE SEE HOLES IN BEAM WEB AT ONE END. TIGHTEN (CLOSED)-- 7" MIN NUTS SNUG TIGHT, BACK OFF 1/2 TURN, AND W LOCK WITH DOUBLE NUT. PS-2 411 AL JL7x4x3/8xO'-3" W/ a,. -EMBED ----------- 2 - 5/8" DIA SST TYP ADHESIVE ANCHORS K- pq 4A AL L3x3xl/4 GRATING 3" DRAIN PIPE LEDGE ANGLE 5/8" DIA ASTM F593, TYPE 316, 2 SEE NOTES 1 &t COUPLING OUPLING- a Ilm /M CW BOLTS (PROVIDE SHORT FOR PIPE 8"x8" TEE i JIL ........... CHAIN HORIZONTAL SLOTTED HOLES 1111��, I - IN BEAM WEB) INSTALLATION BEAM/WALL CONNECTION TYP 6" VIC L _v-1 BEARING BAR ATTACH GRATING FLANGE, TYP • STEP AL GRATING SPAN, GRATING TO BEAM WITH NOTES: 6"x8" 90 DEGREE TYP CLAMP AS SPECIFIED ELBOW, TYP 6" CHECK 1. GRATING SPAN SEE PLAN. GATE VALVE, VALVE • 1 3/4" 2. INDIVIDUAL GRATING SECTIONS SHALL NOT EXCEED T-0" IN WIDTH TYPE V100 PIPE CLAMP GRAVITY STORM OR WEIGH MORE THAN 150 POUNDS, UNLESS INDICATED OTHERWISE. SEE TYP DRAIN SEE 3. SHOP DRAWINGS BASED ON FIELD DIMENSIONS SHALL BE SUBMITTED NOTES: DWG PND-1 EXTEND GRATING TO THE ENGINEER PRIOR TO FABRICATION. 1. PLACE DETECTABLE MARKING TO FAR SIDE OF 4. SUPPORTS SHALL BE ALUMINUM, EXCEPT FOR ELEMENTS EMBEDDED TAPE OR MARKING TAPE WITH Qo AL 1 6x4.03 BEAM FLANGE TRACER WIRE 12" MIN ABOVE 2"LEVEL SENSOR IN CONCRETE, WHICH SHALL BE TYPE 316 STAINLESS STEEL. PIPE CROWN. TUBE AND FL 5. BEARING BAR THICKNESS FOR GRATING TO BE 3/16" MINIMUM. 2. FOR STORM DRAIN FORCE MAIN CHAIN EDGE OF GRATING 1" MIN BEARING SERRATED SEE SPECIFICATIONS FOR SPACING OF BEARING AND CROSS BARS. TRENCH, CONFORM WITH CITY DIMENSION AL GRATING 6. BAND ALL EDGES. MATCH DEPTH OF BEARING BAR. OF AUBURN STANDARD DETAIL BEARING BAR 7. THE HORIZONTAL CLEARANCE BETWEEN THE GRATING AND TRAFFIC - 03. ELECTRICAL CONDUITS AND 5/8"x6" ADHESIVE GRATING SUPPORTS SHALL NOT BE LESS THAN 1/4" NOR 8" ASTM A312, CONDUCTORS SEE DWG PS-5 ANCHORS @V-6" 1 3/4" GREATER THAN 1/2". AND DWG PND-1 CENTERS, 6" MIN TYPE 316,40S PIPE EMBEDMENT FOR VENTILATION ANCHOR WITH PIPE ATTACH GRATING TO ANGLE CLAMP 0, PLAN WITH CLAMP AS SPECIFIED 1/211= 1 1-019 L 3"x3"x1/4" GRATING MEZZANINE DETAILS SCALE:NTS PS-1 ALL BEFORE YOU DIG BURIED UTILITIES IN AREA S-2 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE �fyR' E s� PROJECT Drawn SDT 08/26/2011 ♦ REVIEWED BY: DATE: M STREET SE NUMBER These drawings conform to the 0 - CITY OF 0000� PUBLIC WORKS DEPARTMENT Reviewed MHVI 08/26/2011 C201A zz GRADE SEPARATION Contractor's construction records. 0 Approved GEK108/26/2011 25 West Main Street p - CONTRACT Drawn BY: Date Proj-,Kt Manager W SCALE: Auburn, Washington NUMBER STORMWATER PUMP STATION ONE INCH WASHINGTON 11-01 0 x 3M 0 Uj Constr 1 1 hel PLAN AND DETAILS SHEET ectio AS DRAWN ONkL OPonstructiob manager PS-1 File: 382424PSI.dgn CH2MHILL 87 OF 199 z 0 CL Ill co Uj Uj uj C195 0 N 0) Q M ti N GUIDE RAIL TOP BRACKET, ATTACH TO TOP SLAB WITH SST WEDGE ANCHORS —� ELEVATION 84.76 (NOM) -\ SLOPE GROUND AWAY FROM STRUCTURE, TYP 2 %' ffi LADDER, SEE PS -1 PRECAST WET WELL AND ROOF SLAB PER SPECIFICATION SECTION 8 -33, SEE NOTE 3 &4-- MEZZANINE SEE / \ 3/" STAINLESS STEEL CHAIN . LIFTING CHAIN, EXTEND TO TOP SLAB, PROVIDE STAINLESS STEEL HOOK IN TOP SLAB TO ATTACH CHAIN WHEN NOT IN USE 2" LEVEL SENSOR TUBE. ATTACH TO WETWELL WALL WITH 4" STAINLESS STEEL STAND -OFFS. POWER CABLE -- SEE TABLE — HIGH GROUND EL 69.6 WATER ELEV (01/20/2009) (BORING PR -630D) LIQUID LEVEL SENSOR FLOAT, ATTACH CABLE TO CHAIN WITH PLASTIC ELECTRICAL TIES AT 2' MAX, TYP OF 3 CONCRETE SHAPING BASE KEYWAY, SEE NOTE 2 .. • .. , . , , 7, Fil ON! lip I 29viT" I I I N : I DOUBLE LEAF ACCESS DOOR WITH SAFETY GRATES AND SAFETY CHAINS MALE QUICK DISCONNECT x FL WITH DUST CHAP r �— SEE 2 TOOLEDGE !i t -111f TRANSITION COUPLING WITH THRUST i 1 r a _......_ . _ _.......__ ,,,, 8 "x4" TEE WITH 4'° GATE VALVE ELEV 80.00 o 8" HDPE FORCE MINIMUM 6" DEPTH PRECAST CONCRETE MAIN, SEE DWG PERMEABLE BALLAST UTILITY VAULT - MODELNO. PND -1 675 -LA :3"CHECK VALVE, RED 3" PVC DRAIN PIPE VALVE TF -2 SLIPON WITH TO WET WELL MAX BACK PRESSURE OF 15' WITH STAINLESS STEEL MOUNTING BANDS NOTES: OR EQUAL 1. CONTRACTOR SHALL DESIGN ROOF SLAB FOR 300 PSF MIN 3 CUBIC FEET INTERMEDIATE LOAD OR H2O WHEEL LOADING IN ACCORDANCE W/ DRAIN ROCK AT END GUIDE RAIL SUPPORT SPECIFICATION. OF PIPE -1 ELEV 74.0 2. PRECAST VAULT MANUFACTURER TO DESIGN ALL 2 VAULT COMPONENTS AND JOINT DETAILS TO ENSURE PIPE CLAMP SEE WATER TIGHTNESS OF VAULT INTERIOR. VAULT TYP PS -1 SEGMENTS TO BE DESIGNED SUCH THAT WALL JOINTS ARE LOCATED AT LEAST 24" FROM PIPE PENETRATIONS. 3. BRUSH BLAST CONCRETE SURFACES AND SHOP 6" DI FLxFL SPOOL APPLY 2 COATS OF CARBOLINE 890 OR APPROVED TYPE 304 STAINLESS EQUIVALENTS EPDXY WATER PROOFING COATING STEEL BOLTING TO THE INTERIOR, EXTERIOR, AND JOINT SURFACES IN ACCORDANCE WITH THE MANUFACTURES WRITTEN INSTRUCTIONS. MINIMUM DRY / SUBMERSIBLE THICKNESS SHALL BE 12 MILS. PUMP 4. FIELD PREPARE CONCRETE SURFACES OR CEMENT MOTAR COATS PLACED AT JOINTS AND PIPE PENETRATIONS AND QUICK DISCONNECT FIELD APPLY 2 COATS OR CARBOLINE - BASE ELBOW 890 OR APPROVED EQUIVALENT EPDXY. ABRADE SHOP APPLIED EPDXY AND OVERLAP 3 INCHES MINIMUM WITH FIELD APPLY EPDXY. ELEV 65.0 MIN 30 "x30" ALUMINUM ACCESS DOOR W/ SAFETY GRATE AND SAFETY CHAIN INCIZETIM10".1111M offil 1 Inl 11M I C\ /CI OCKICn® A!'`T1\ /AT1nAI CI C\ /A- 1/-%K10 -rADl C o v. O .O 0 0. o. POST l AL GUARDRAIL CHAIN CONNECTION, TYP '- SST STRAIGHT LINK CHAIN, 550 LB WORK LOAD LIMIT WITH 3/8" DIA CARABINER -STYLE CONNECTORS AT EACH END 3/4" ELEVATION 3/8" - END OF RAIL POST, TYP 09 Oo 0 00 5/8" DIA 2" HOLE PL: M M 0 0. , .o 60, ;.o a. 1 1/2" DIA ALUMINUM RAILING POST EXTRUDED AL 6063 -T6 TOP MOUNTED POST BRACKET ASTM F593, TYPE 316, CW 1/2" DIA BOLTS l ELEVATION POST ANCHORAGE 2" WALL FLANGE, PL 3/8x2 ' SEE SPECS RAIL TERMINAL PLAN ELEVATION 3/16 NOTES: CHAIN CONNECTION 1. FASTEN RAIL TO WALL FLANGE PER MANUFACTURER'S RECOMMENDATIONS. SCHEDULE 40 PVC 2. WALL FLANGE TO BE MOUNTED TO WALL WITH (2) 3/8" DIA SST WEDGE ANCHORS. PIPING FROM DOOR DRAIN THROUGH WALL RAILING - THREE RAIL - ALUMINUM /"3 DOOR DRAIN DRAIN WETWELL OR AS SHOWN SCALE: NTS SLOPE TOP OF SLAB TO MATCH GRADE HOIST SOCKET CAST INTO TOP SLAB, POSTION SO HOIST WILL PULL STRAIGHT UP ON PUMPS SLOPE TOP OF SLAB TO MATCH GRADE —� (---v SEE NOTE 1 km SCHEDULE 40 PVC PIPING FROM DOOR DRAIN THROUGH WALL MIN 3 CUBIC FEET DRAIN ROCK AT END OF PIPE ALUMINUM ACCESS DOOR BY VAULT MFR FRAME CAST INTO VAULT TOP SLAB UTILITY VAULT - MODEL 2 -332P 675TL LOCKING LATCH WITH %" PENTAHEAD BOLT \-72 "x42" DOUBLE LEAF ALUMINUM VALVE VAULT TOP SLAB PLAN 2 "A" - HIGH HIGH LEVEL ALARM FLOAT, EL 74.5 H2O ACCESS DOOR W/ SAFETY "B" - HIGH LEVEL ALARM FLOAT, EL 74.0 GRATE AND SAFETY CHAIN. LOCATE LAG PUMP ON, EL 73.0 ACCESS DOOR TO ATTACH GUIDE RAIL LEAD PUMP ON, EL 71.5 FOR PUMPS AT EDGE OF SLAB LEAD PUMP OFF, EL 68.5 LAG PUMP OFF, EL 68.5 "C" - LOW LEVEL ALARM FLOAT, ELEV 67.5 INFLUENT STORM DRAINS 70.84 (12" W) SECTION A 78`00 (8" SW) ET WELL TOP SLAB PLAN 1 73.00 (8" NE) 12" =1'-0" PS -1 Y2ro =1 s -0" 1 CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE REVIEWED BY: DATE: PROJECT �R E. - M STREET SE NUMBER Drawn SDT 08/26/2011, � These drawings conform to the Reviewed MHV 08!26/2011 ` �%~�� CITY ®F �� � PUBLIC WORKS DEPARTMENT C2o 1 A GRADE SEPARATION � z Contractors construction records. � /�'� ` , � =4 ��. -��` }' CONTRACT O Approved GEK 08/26/2011 y 25 West Main Street L4,t ®` ®v Drawn BY: Date SCALE: (� ' Auburn, Washington PrOje Mana r NUMBER 0 '� 1 WASHINGTON , STORMWATER PUMP STATION 11 -01 OV W Construct) AS , ONE INCH ,��p \ClSTEE'o��4� l�� W v AS DRAWN FFS NU1� Constructi n Manager PLAN AND SECTION SHEET 1�SIONAL E g PS -2 ' . a to -- CH2MHILL File: 382424PS1.dgn � 88 U� ,� �� z O CL w w 0 w w Q C) N 0 C195 \ \ ' I DOOR DRAIN DRAIN WETWELL OR AS SHOWN SCALE: NTS SLOPE TOP OF SLAB TO MATCH GRADE HOIST SOCKET CAST INTO TOP SLAB, POSTION SO HOIST WILL PULL STRAIGHT UP ON PUMPS SLOPE TOP OF SLAB TO MATCH GRADE —� (---v SEE NOTE 1 km SCHEDULE 40 PVC PIPING FROM DOOR DRAIN THROUGH WALL MIN 3 CUBIC FEET DRAIN ROCK AT END OF PIPE ALUMINUM ACCESS DOOR BY VAULT MFR FRAME CAST INTO VAULT TOP SLAB UTILITY VAULT - MODEL 2 -332P 675TL LOCKING LATCH WITH %" PENTAHEAD BOLT \-72 "x42" DOUBLE LEAF ALUMINUM VALVE VAULT TOP SLAB PLAN 2 "A" - HIGH HIGH LEVEL ALARM FLOAT, EL 74.5 H2O ACCESS DOOR W/ SAFETY "B" - HIGH LEVEL ALARM FLOAT, EL 74.0 GRATE AND SAFETY CHAIN. LOCATE LAG PUMP ON, EL 73.0 ACCESS DOOR TO ATTACH GUIDE RAIL LEAD PUMP ON, EL 71.5 FOR PUMPS AT EDGE OF SLAB LEAD PUMP OFF, EL 68.5 LAG PUMP OFF, EL 68.5 "C" - LOW LEVEL ALARM FLOAT, ELEV 67.5 INFLUENT STORM DRAINS 70.84 (12" W) SECTION A 78`00 (8" SW) ET WELL TOP SLAB PLAN 1 73.00 (8" NE) 12" =1'-0" PS -1 Y2ro =1 s -0" 1 CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE REVIEWED BY: DATE: PROJECT �R E. - M STREET SE NUMBER Drawn SDT 08/26/2011, � These drawings conform to the Reviewed MHV 08!26/2011 ` �%~�� CITY ®F �� � PUBLIC WORKS DEPARTMENT C2o 1 A GRADE SEPARATION � z Contractors construction records. � /�'� ` , � =4 ��. -��` }' CONTRACT O Approved GEK 08/26/2011 y 25 West Main Street L4,t ®` ®v Drawn BY: Date SCALE: (� ' Auburn, Washington PrOje Mana r NUMBER 0 '� 1 WASHINGTON , STORMWATER PUMP STATION 11 -01 OV W Construct) AS , ONE INCH ,��p \ClSTEE'o��4� l�� W v AS DRAWN FFS NU1� Constructi n Manager PLAN AND SECTION SHEET 1�SIONAL E g PS -2 ' . a to -- CH2MHILL File: 382424PS1.dgn � 88 U� ,� �� z O CL w w 0 w w Q C) N 0 C195 0 N r Q N d' ti N r r EDGE OF ROOF ABOVE , I UNISTRUT !-l._, I I EPD O I UMBC I 1 I � I I I ' I I I GROUND ROD, TYP 13' -0" ROAD EDGE --/ ELECTRICAL SHELTER PLAN SCALE: 3/4" = l' -0" [III ll"rSllT_—y a 6" TYP U) - -- CL Q. I� IfA [P1201 (NOTE 8) I I - -- --- - - - - -- ---------- --- I--- - - - - -- f-- - - - - -- -------- _ _ J ELECTRICAL SHELTER FRONT LAYOUT SCALE: 3/4" = l' -0" HES CC 115 114 [IS 117] [IS116] " CAA T joQ ' l LAL s CTP L_ - - - - - - -- � - - - -- - - - - - - - - - - - - - - - - _------- / - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------- % - - - -- - - - - - - - [P108] STACK 3 HIGH SEE PS -5 PLATFORM ' ` WETWELL RAILING I u L STAINLESS STEEL CABLE STRAIN RELIEF-z -� �_ WET WELL -\ PHENOLIC BUSHING- CORDS FROM PUMPS OR DEVICES ENCLOSURE (NOTE 1) O- Z/GEDNEY TYPE CGA CORD GRIP CONNECTORS. PROVIDE TYPE EYH SEALING HUBS, IF REQUIRED, BY AHJ. - O- Z/GEDNEY CSBG CONDUIT SEALING BUSHING (TYP ALL CORDS) —� CONCRETE PAD GRADE -\ I (V SLOPE CONDUITS TO WET WEL__ L GROUT CONDUIT IN PLACE Lk CONDUIT TO HARDWIRED DEVICE BASE SEE r • a (NOTE 2) (NOTE 6). qF'_A ammills (NOTE 4) a o P124] o 0 GALVANIZED STEEL WITH INTERNAL HOLES FOR ANCHORING TO CONCRETE PAD. SIDES SHALL BE 3/4" BY 10 GAUGE HOT DIP n M SHALL BE HINGED WITH COMMON PADLOCKABLE HASP. SIZE r ENCLOSURE TO ACCOMMODATE EQUIPMENT SUPPLIED. ESTIMATED 17777 1 ATS PPP O MPC - -- 2. JUNCTION BOXES SHALL BE NEMA 3R STAINLESS STEEL HOFFMAN TYPE CHNFSS WITH TWO ANMV3 VENTS POSITIONED AS SHOWN. PROVIDE WITH NEMA RATED TERMINAL STRIPS FOR SPLICING CONDUCTORS. �- EY VERTICAL SEALING FITTING (TYP ALL HARDWIRED 3. C 119] WET WELL DEVICES AND FITTINGS. AND CONDUITS TO SOURCES) 4. POLE LIGHT: LITHONIA MODEL KSF2350MR4SC120RP09LPIDDB [C104] ' �' � � � LIGHTS: ��. i �� -� - -- - -- -- - - - - -U MT T-6" WITH 12 FT POLE, OR EQUAL. HAZARDOUS AREA BOUNDARY CLASS 1, , SHELTER LIGHTS: LITHONIA MODEL DMW232AR120CWGEB10RS, OR EQUAL. DIV 2 BELOW AND FOR 3 FT AROUND 6. NOTE 5) i [C123] TP - - - 0. PEDESTAL STRUCTURE. 00 I (BELOW) 7. SEE DWG PS-4 FOR SHELTER STRUCTURAL DETAILS. �1 [P103] - -- - - - -- Q �� ` _ [P105] - -- - - - -� - -- -- - -- , ,,.r- - --UMB USD 1 i PSCP (BELOW) O ©- ------ ---------- -- - - -� - ----- - ti� [P101] ISP - SWITCHES -- 1 9-091 -- - - - - - ----------------------- CD 11' -0 --------------------- - - - - -- " �-- 1 ROAD EDGE --/ ELECTRICAL SHELTER PLAN SCALE: 3/4" = l' -0" [III ll"rSllT_—y a 6" TYP U) - -- CL Q. I� IfA [P1201 (NOTE 8) I I - -- --- - - - - -- ---------- --- I--- - - - - -- f-- - - - - -- -------- _ _ J ELECTRICAL SHELTER FRONT LAYOUT SCALE: 3/4" = l' -0" HES CC 115 114 [IS 117] [IS116] " CAA T joQ ' l LAL s CTP L_ - - - - - - -- � - - - -- - - - - - - - - - - - - - - - - _------- / - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------- % - - - -- - - - - - - - [P108] STACK 3 HIGH SEE PS -5 PLATFORM ' ` WETWELL RAILING I u L STAINLESS STEEL CABLE STRAIN RELIEF-z -� �_ WET WELL -\ PHENOLIC BUSHING- CORDS FROM PUMPS OR DEVICES ENCLOSURE (NOTE 1) O- Z/GEDNEY TYPE CGA CORD GRIP CONNECTORS. PROVIDE TYPE EYH SEALING HUBS, IF REQUIRED, BY AHJ. - O- Z/GEDNEY CSBG CONDUIT SEALING BUSHING (TYP ALL CORDS) —� CONCRETE PAD GRADE -\ I (V SLOPE CONDUITS TO WET WEL__ L GROUT CONDUIT IN PLACE Lk CONDUIT TO HARDWIRED DEVICE BASE SEE r • a (NOTE 2) (NOTE 6). qF'_A ammills (NOTE 4) 0 fn NOTES: 1. CTP CUSTOM ENCLOSURE: TOP AND ENDS SHALL BE WELDED 1/8" HOT DIP GALVANIZED STEEL WITH INTERNAL HOLES FOR ANCHORING TO CONCRETE PAD. SIDES SHALL BE 3/4" BY 10 GAUGE HOT DIP GALVANIZED EXPANDED STEEL WITH REINFORCED EDGES. SIDES M SHALL BE HINGED WITH COMMON PADLOCKABLE HASP. SIZE ENCLOSURE TO ACCOMMODATE EQUIPMENT SUPPLIED. ESTIMATED SIZE 36 "W X 36 "H X 18" DEEP. 0 fn NOTES: 1. CTP CUSTOM ENCLOSURE: TOP AND ENDS SHALL BE WELDED 1/8" HOT DIP 8. STUB OUT FOUR 2" CONDUITS. ONE EACH FROM PPP, MPC, PSCP, AND TP. CAP AND LOCATE ON AS -BUILT DWGS. "-#4 @8" EACH WAY 3" TRACABLE ELECTRICAL z WARNING TAP*SAND CONDUITS) 3 "MI N TO SOURCES 6" MIN TYPICAL BURIED ELECTRICAL CONDUIT DETAIL TYPICAL CABLE TERMINATION PEDESTAL (CTP SCALE: NTS SCALE: NTS 1 PND -1 CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 z O CL w w w w N U C195 GALVANIZED STEEL WITH INTERNAL HOLES FOR ANCHORING TO CONCRETE PAD. SIDES SHALL BE 3/4" BY 10 GAUGE HOT DIP GALVANIZED EXPANDED STEEL WITH REINFORCED EDGES. SIDES UNISTRUT (NOTE 3) SHALL BE HINGED WITH COMMON PADLOCKABLE HASP. SIZE ENCLOSURE TO ACCOMMODATE EQUIPMENT SUPPLIED. ESTIMATED SIZE 36 "W X 36 "H X 18" DEEP. 2. JUNCTION BOXES SHALL BE NEMA 3R STAINLESS STEEL HOFFMAN TYPE CHNFSS WITH TWO ANMV3 VENTS POSITIONED AS SHOWN. PROVIDE WITH NEMA RATED TERMINAL STRIPS FOR SPLICING CONDUCTORS. �- EY VERTICAL SEALING FITTING (TYP ALL HARDWIRED 3. SUPPORT JUNCTION BOXES WITH HOT DIPPED GALVANIZED UNISTRUT WET WELL DEVICES AND FITTINGS. AND CONDUITS TO SOURCES) 4. POLE LIGHT: LITHONIA MODEL KSF2350MR4SC120RP09LPIDDB WITH 12 FT POLE, OR EQUAL. HAZARDOUS AREA BOUNDARY CLASS 1, 5. SHELTER LIGHTS: LITHONIA MODEL DMW232AR120CWGEB10RS, OR EQUAL. DIV 2 BELOW AND FOR 3 FT AROUND 6. MOUNT JUNCTION BOXES ON FRONT AND BACK SIDE OF SUPPORT PEDESTAL STRUCTURE. 00 r 7. SEE DWG PS-4 FOR SHELTER STRUCTURAL DETAILS. 8. STUB OUT FOUR 2" CONDUITS. ONE EACH FROM PPP, MPC, PSCP, AND TP. CAP AND LOCATE ON AS -BUILT DWGS. "-#4 @8" EACH WAY 3" TRACABLE ELECTRICAL z WARNING TAP*SAND CONDUITS) 3 "MI N TO SOURCES 6" MIN TYPICAL BURIED ELECTRICAL CONDUIT DETAIL TYPICAL CABLE TERMINATION PEDESTAL (CTP SCALE: NTS SCALE: NTS 1 PND -1 CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 z O CL w w w w N U C195 0 N rn Q w N 5/8" SST A nir+uf-%o -r\/ 1171 1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION DATED 2010, AND AMENDMENTS. 2. THE CAST -IN -PLACE CONCRETE IN THE SPREAD FOOTING FOUNDATION SHALL BE CLASS 4000. STEEL BARS FOR REINFORCEMENT SHALL BE A615 GRADE 60 OR A706. MATERIAL SPECIFICATIONS: PLATES AND BARS ASTM A36 HSS TUBES ASTM A500 GRADE B RESIN BONDED ANCHOR HII_TI HAS SS (304) WITH HILTI HIT -RE 50OSD EPDXY ADHESIVE OR ENGINEER APPROVED EQUAL. UT T -11 1/2 " 7 4 1/2" MIN ALL AROUND 1 1/2" NON - SHRINK GROUT FINISHED GRADE ANCHOR BOLT o TYP, SE 4 co a iv ENGINE GENERATOR IN ACOUSTICAL ENCLOSURE ANCHOR BOLT SEE NOTES 2, 3, AND 4 - TYP _rTYPCHAMFER - 2-#5 CONT AROUND PERIMETER OF PAD #8 @12" EW, T &B 1' -0" THICK CSBC NOTES: 1. MIN PAD SIZE TO BE 9' -6" x 5' -0" x T -0" OR AS REQUIRED BY THE MANUFACTURER AND APPROVED BY THE ENGINEER. 2. THE SIZE, NUMBER, TYPE, LOCATION, AND EMBEDMENT DEPTH AND THREAD PROJECTION OF THE ANCHOR BOLTS SHALL BE AS REQUIRED BY THE EQUIPMENT MANUFACTURER AND AS APPROVED BY THE ENGINEER. ANCHOR BOLTS SHALL BE HELD IN POSITION WITH A TEMPLATE OR OTHER ACCEPTABLE MEANS, WHILE PAD IS BEING PLACED. 3. ANCHOR BOLT SLEEVES SHALL BE USED TO PROVIDE MINIMUM ANCHOR BOLT MOVEMENT OF 1/2" IN ALL HORIZONTAL DIRECTIONS. THE MINIMUM SLEEVE LENGTH SHALL BE 8 TIMES THE BOLT DIAMETER. 4. ANCHOR BOLT SLEEVES SHALL HAVE A MINIMUM INTERNAL DIAMETER 1" GREATER THAN BOLT DIAMETER AND A MAXIMUM INTERNAL DIAMETER 3" GREATER THAN ANCHOR BOLT DIAMETER. SLEEVES SHALL BE FILLED WITH NON - SHRINK GROUT AFTER BOLTS ARE ALIGNED. 5. EQUIPMENT BASE SHALL BE INSTALLED LEVEL UNLESS INDICATED OTHERWISE. SCALE: NTS Q"F__t_ 1 C_rx METAL ROOF & ROOF SUPPORT NOTE` °, 8 1. [21/2 METAL ROOF PANEL SHALL BE 4" °' FULL LENGTH, 26 GA, SUPER -SPAN POLE MANUFACTURER PANELS AS MANUFACTURED BY N AEP SPAN, DALLAS, TX OR `- APPROVED EQUAL. PANELS SHALL r BE ZINCALUME COATED STEEL ANC BOLT CIRCLE AS PER FACTORY PAINTED WITH DURATECI 0. NT TWO COAT SYSTEM. COLOR AS MANUFACTURERS DIRECTED BY OWNER. 2. ROOF PANEL ATTACHEMENTS TO cv r THE STRUCTURAL STEEL SHALL BE LIGHT POLE ABLE TO WITHSTAND WIND UPLIFT OF 20 PSF AND SNOW LOAD OF COVER PLATE 25 PSF. 3. PANEL FASTENERS SHALL BE LID CORROSION RESISTANT DRILLING/ TAPPING AND SELF SEALING AS NON - SHRINK GROUT RECOMMENDED BY THE METAL 4" ROOF PANEL MANUFACTURER. SECTION B 4. COORDINATE WITH ELECTRICAL 1" CHAMFER FOR ADDITIONAL LIGHT FIXTURES SCALE: 2"= 1' -0 °' SUPPORTED FROM ROOF STRUCTURE. 7 4 1/2" MIN ALL AROUND 1 1/2" NON - SHRINK GROUT FINISHED GRADE ANCHOR BOLT o TYP, SE 4 co a iv ENGINE GENERATOR IN ACOUSTICAL ENCLOSURE ANCHOR BOLT SEE NOTES 2, 3, AND 4 - TYP _rTYPCHAMFER - 2-#5 CONT AROUND PERIMETER OF PAD #8 @12" EW, T &B 1' -0" THICK CSBC NOTES: 1. MIN PAD SIZE TO BE 9' -6" x 5' -0" x T -0" OR AS REQUIRED BY THE MANUFACTURER AND APPROVED BY THE ENGINEER. 2. THE SIZE, NUMBER, TYPE, LOCATION, AND EMBEDMENT DEPTH AND THREAD PROJECTION OF THE ANCHOR BOLTS SHALL BE AS REQUIRED BY THE EQUIPMENT MANUFACTURER AND AS APPROVED BY THE ENGINEER. ANCHOR BOLTS SHALL BE HELD IN POSITION WITH A TEMPLATE OR OTHER ACCEPTABLE MEANS, WHILE PAD IS BEING PLACED. 3. ANCHOR BOLT SLEEVES SHALL BE USED TO PROVIDE MINIMUM ANCHOR BOLT MOVEMENT OF 1/2" IN ALL HORIZONTAL DIRECTIONS. THE MINIMUM SLEEVE LENGTH SHALL BE 8 TIMES THE BOLT DIAMETER. 4. ANCHOR BOLT SLEEVES SHALL HAVE A MINIMUM INTERNAL DIAMETER 1" GREATER THAN BOLT DIAMETER AND A MAXIMUM INTERNAL DIAMETER 3" GREATER THAN ANCHOR BOLT DIAMETER. SLEEVES SHALL BE FILLED WITH NON - SHRINK GROUT AFTER BOLTS ARE ALIGNED. 5. EQUIPMENT BASE SHALL BE INSTALLED LEVEL UNLESS INDICATED OTHERWISE. SCALE: NTS ETAI L 2 PS -2 Lf 11-1 � (1/4} TYP ; I TYP I I DJFI� VARIES CONCRETEFOOTING OP OF FOOTING TO II II II I I THERMALS SLOPE WITH Ii Ij Ij Ii WELD ADJACENT GRADE TO REBAR �� ANCHOR BOLT 201 #5 @12" OC, SST ANCHOR BOLTS SEE NOTES 2, 3, AND 4 EF, EW, TYP WITH LEVELING NUTS GUTTER u _ CONDUIT SEE PROJECTION REMOVE FORM AT TOP ELECTRICAL AS REQD BY CUTTING AFTER HSS 5x4x1/4 °' "-�'` — � - -J,\ DRAWINGS (2 MIN) ® ` 445 VERTICAL TOP OF CONC IS CAST AND PL 1/4" I , ~ -- ` \ \`\ ` �!— CONC PRIOR TO GROUTING 1/2 " — 1/8" CLOSURE PLATE #5 @12" OC — t�!!��(!! i� COMPACTED o;.o p.o o .o o..a — — — — — — — — — — — — I ALL AROUND GROUND — SUBGRADE p ?6 0 ' p .o TYP EF, EW, TYP � ( I I I - a ROD AS SPECIFIED W U.I. of 2 00 HSS 4x3x1 /4'° EL 85.75 N 1 °Q #4 @6" 0 m O Q I SEAL 1 ° -6 EXCEPT AS SHOWN -- d + 1 --- - - - - -- - -- °� MIN _ I ( II—`` `` NOTES: ELEVATION TYP 3/16 I 1 3/16 TYP 1�1 i-` M - 1. CONDUITS SHALL BE STUBBED UP TO WITHIN 6 INCHES ANCHOR BOLT `�' SLEEVE AS SPECIFIED OF THE POLE MANHOLE. j HSS 4x4xl /4" _ • A GROUT co 000 0C2�A 1 11 2. FOR PROPER ORIENTATION OF POLE, COORDINATE ( I WITH SITE PLANS. �6" UNDERDRAIN TYPICAL LIGHT P® E ,° C (WALL ER WS OT D 4E) BASE IN LANDSCAPE 3 ANCHOR BOLT DETAIL 4 DETAIL 1 6 CSB : SCALE NTS SECTION A pNp_1 SCALE: NTS SCALE: 2"=V-0" SCALE: 1"=V-0" pS_3 CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE t J REVIEWED BY: DATE: STREET SE PROJECT Drawn WB 12/17/2010 � - --GOB' CITY OF NUMBER These drawings conform to the t w ®� PUBLIC WORKS DEPARTMENT C201 A Reviewed DWI 12/17/2010 GRADE SEPARATION Z z Contractor's construction records. /Q� �•, Approved I WBI 12/17/2010 25 West Main Street ., �O� RA�,,T 00 `t Drawn B Date I Projec anager NUMBER Y SCALE: Auburn, Washingt ®n STORMWATER PUMP STATION WASHINGTON � 11 -01 O w Construct" do ONE INCH �o�,' c1stEa�r��, !� 14 �/ CONTROL PANEL SHELTER AND ENGINE SHEE w AS DRAWN FSSI0 onstructi n Manager PS -4 File: 382424PSE2.dgn �► r Y CH2MHILL GENERATOR SECTION & DETAILS 90 OF 199 z O Q CL w co w Q U-1 W e Q 0 N U C195 4 HOLES FOR ANCHOR BOLTS AS REQUIRED BY POLE MANUFACTURER _ BOLT CIRCLE AS PER 0. MANUFACTURERS RECOMMENDATIONS PLAN LIGHT POLE #6 CU GROUND COVER PLATE TO POLE NON - SHRINK GROUT 1" CHAMFER ETAI L 2 PS -2 Lf 11-1 � (1/4} TYP ; I TYP I I DJFI� VARIES CONCRETEFOOTING OP OF FOOTING TO II II II I I THERMALS SLOPE WITH Ii Ij Ij Ii WELD ADJACENT GRADE TO REBAR �� ANCHOR BOLT 201 #5 @12" OC, SST ANCHOR BOLTS SEE NOTES 2, 3, AND 4 EF, EW, TYP WITH LEVELING NUTS GUTTER u _ CONDUIT SEE PROJECTION REMOVE FORM AT TOP ELECTRICAL AS REQD BY CUTTING AFTER HSS 5x4x1/4 °' "-�'` — � - -J,\ DRAWINGS (2 MIN) ® ` 445 VERTICAL TOP OF CONC IS CAST AND PL 1/4" I , ~ -- ` \ \`\ ` �!— CONC PRIOR TO GROUTING 1/2 " — 1/8" CLOSURE PLATE #5 @12" OC — t�!!��(!! i� COMPACTED o;.o p.o o .o o..a — — — — — — — — — — — — I ALL AROUND GROUND — SUBGRADE p ?6 0 ' p .o TYP EF, EW, TYP � ( I I I - a ROD AS SPECIFIED W U.I. of 2 00 HSS 4x3x1 /4'° EL 85.75 N 1 °Q #4 @6" 0 m O Q I SEAL 1 ° -6 EXCEPT AS SHOWN -- d + 1 --- - - - - -- - -- °� MIN _ I ( II—`` `` NOTES: ELEVATION TYP 3/16 I 1 3/16 TYP 1�1 i-` M - 1. CONDUITS SHALL BE STUBBED UP TO WITHIN 6 INCHES ANCHOR BOLT `�' SLEEVE AS SPECIFIED OF THE POLE MANHOLE. j HSS 4x4xl /4" _ • A GROUT co 000 0C2�A 1 11 2. FOR PROPER ORIENTATION OF POLE, COORDINATE ( I WITH SITE PLANS. �6" UNDERDRAIN TYPICAL LIGHT P® E ,° C (WALL ER WS OT D 4E) BASE IN LANDSCAPE 3 ANCHOR BOLT DETAIL 4 DETAIL 1 6 CSB : SCALE NTS SECTION A pNp_1 SCALE: NTS SCALE: 2"=V-0" SCALE: 1"=V-0" pS_3 CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE t J REVIEWED BY: DATE: STREET SE PROJECT Drawn WB 12/17/2010 � - --GOB' CITY OF NUMBER These drawings conform to the t w ®� PUBLIC WORKS DEPARTMENT C201 A Reviewed DWI 12/17/2010 GRADE SEPARATION Z z Contractor's construction records. /Q� �•, Approved I WBI 12/17/2010 25 West Main Street ., �O� RA�,,T 00 `t Drawn B Date I Projec anager NUMBER Y SCALE: Auburn, Washingt ®n STORMWATER PUMP STATION WASHINGTON � 11 -01 O w Construct" do ONE INCH �o�,' c1stEa�r��, !� 14 �/ CONTROL PANEL SHELTER AND ENGINE SHEE w AS DRAWN FSSI0 onstructi n Manager PS -4 File: 382424PSE2.dgn �► r Y CH2MHILL GENERATOR SECTION & DETAILS 90 OF 199 z O Q CL w co w Q U-1 W e Q 0 N U C195 [P105] [P105] UMB - ATS USD UMCB_ 1 100A PSE XFMR I — - — - KWH ( r 80AT PSE POLE 100A I 100AF -� I [P100] - - - N N N N I [P101] I G G G (NOTE 71 I - - -- - - - -I - - -i -- -I #4 Cu 0 -""m"s PER NEC (NOTE 12) H H -2 (NOTE 7) EPD 70AF 100AF 100A 11 - -- - N I , I GENERATOR VOLTAGE 120/240 _....._....... -. - . - PHASE, WIRES 1, 3 SCR (AMPS} 10,000 SOURCE: ATS 35 KW, 44 KVA 100 _ 30 29 4.2 277 / 480 V, — 3 PH, 4W KVA CB [P102] - A P102 CKT CB P103 DESCRIPTION LIGHTS: POLE, SHELTER, WW 0.70 C104 1 ONE -LINE AND SCHEMATIC PLAN NTS [P107] — [P 106] I ' 20/2 ' I I ' 480V 5KVA I 1 120/240 I I i I - - I I I I i PANEL ---- - - - - -- (NOTE 6) PANEL: MPC PANEL VOLTAGE 120/240 _....._....... -. - . - PHASE, WIRES 1, 3 SCR (AMPS} 10,000 SOURCE: ATS PANEL BUS: ,_._.._..._.._.._.....T ... _.. w._...........__.. ;.... MAIN 125% OF MAX BUS LOAD: TOTAL LOAD: 100 _ 30 29 4.2 1 AMPS _ ..... ............._.........._. :BREAKER ;AMPS :KVA - I SERVICE RATED: NO .... _ -.._.... ........................... _,... _....- NEUTRAL BONDED MOUNTING: SURFACE I FEED: {TOP DESCRIPTION KVA CB CKT A B CKT CB KVA DESCRIPTION LIGHTS: POLE, SHELTER, WW 0.70 20/1 1 10.0 SCALE: ONE INCH AS DRAWN INDICATE TYPE OF DEVICE. 2 20/1 0.50 PSCP CONTROL POWER RECEPTACLE 0.18 20/1 3� EPD 9.8 4 20/1 1.00 PSCP MISC POWER GENSET COOLANT HEATER 1.00 20/1 5 12.5 r 6 20/1 0.50 BACKFLOW ASSEMBLY HEATER GENSET MISC POWER 0.30 20/1 7 ��.0 2.5 8 2011 1 - - - - -o SPARE SPARE - - - - -1 2011 9 0 �,_ 10 20/1 107 SPARE SPARE 1" 20/1 11 0.0 12 1 20/1 ° 1 ISPARE PVC -RGS TOTALS 22.5 12.3 AMPS P -1 CTP PANEL DETAIL NOTES: 1. SIZE CONDUIT (MINIMUM 1 1/2 ") TO MATCH THE SIZE OF THE CONDUIT SEALING BUSHING NEEDED TO ACCOMMODATE THE CABLE(S) FROM THE ACTUAL EQUIPMENT SUPPLIED. 2. CONDUIT APPLICATION: A. PVC COATED RGS: WETWELL TO CTP; BURIED WITHIN 5FT OF CTP, ELECTRICAL SHELTER, GENSET, OR LIGHT POLE BASE; BURIED OR EMBEDDED TO EXPOSED TRANSITION. B. SCHEDULE 40 PVC: DIRECT BURIED OR EMBEDDED. C. RGS: EXPOSED. 3. ALL CONDUCTORS SHALL BE COPPER. No. I Date rn Q 0 ti N [P108] J J J CTP J J I CLASS 1, DIV 2 AREA I F [IS112] [PC109] [PC110] b —` I 1 1 I [El 1 LIGI (NO P -1 4. COORDINATE LOCATION AND INSTALLATION REQUIREMENTS FOR PAD MOUNTED TRANSFORMER, PRIMARY DUCT, AND SECONDARY DUCT WITH PUGET SOUND ENERGY (PSE). PROVIDE AND INSTALL VAULT, PRIMARY CONDUIT AND SECONDARY CONDUIT AND CONDUCTORS. 5. PROVIDE EACH PUMP WITH A NEMA RATED SOFTSTARTER AND CIRCUIT BREAKER DISCONNECT WITH "THROUGH PANEL" OPERATING HANDLES. SIZE SOFTSTARTERS PER MANUFACTURER'S RECOMMENDATION BUT NOT LESS THAN 150% OF MOTOR FULL LOAD CURRENT. 6. SEE PANEL SCHEDULE FOR ADDITIONAL LOADS. SIZE UNDEFINED CIRCUITS PER NEC, BUT MINIMUM CIRCUIT REQUIREMENTS ARE 3/4" CONDUIT AND #12 CONDUCTORS. Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION [C119] BY PPP �, tip MA /� �► i 1 ; ®® _T ST ® `� � ly i ZONAL -�"� Drawn PSCP 08112/2011 (SEE NOTE 5) ' I Z z Q ® X 0 W W W These drawings conform to the Contractor's construction records. Drawn By: Date (SEE NOTE 8) I Reviewed DW 08/12/2011 I , I , I I I I � I SCALE: ONE INCH AS DRAWN INDICATE TYPE OF DEVICE. VIAHH-1 EP - EXPLOSION PROOF. I SOLID STATE "SOFT START" EMPTY CIRCUIT BREAKER, THERMAL MAGNETIC TRIP SHOWN. 3 POLE I UNLESS INDICATED OTHERWISE. EPD GROUND WELL. 10" I.D.x12" CAST IRON GROUND ROD WELL I I � PMP (2) I I I TELEMETRY PANEL EXPLOSION PROOF INCANDESCENT FIXTURE, MEDIUM GROUND SCREW BASE. TSP TWISTED SHIELDED PAIR I -------------- 1 1 — [C118] UTILITY METER BASE ISP INTRINSICALLY SAFE PANEL P UMCB 1 i �-------- - - - - -- USD 1 - - - - -o , 1 1--------- - - - - -1 WW WETWELL MV MEDIUM VOLTAGE (2- 65kVAC) P 107 PPP ATS 1" RGS 3 #8,1#8G I 1 SW 1 1 ° 1 a 1 1 , ° 1 ISP PVC -RGS 2 #12,1 #12G VIA CTP PC 109 P -1 CTP [IS122] MSC NOTE 1 PC 110 '--- [IS116] CTP [P1201 PVC -RGS MSC NOTE 1 E 111 WW CTP [C 1141 PVC -RGS EMPTY CAP BOTH ENDS IS [S1 171 LEVEL SENSOR [P115] 1 1/2" PVC -RGS MSC NOTE 11, LEVEL SENSOR [P108] J J J CTP J J I CLASS 1, DIV 2 AREA I F [IS112] [PC109] [PC110] b —` I 1 1 I [El 1 LIGI (NO P -1 4. COORDINATE LOCATION AND INSTALLATION REQUIREMENTS FOR PAD MOUNTED TRANSFORMER, PRIMARY DUCT, AND SECONDARY DUCT WITH PUGET SOUND ENERGY (PSE). PROVIDE AND INSTALL VAULT, PRIMARY CONDUIT AND SECONDARY CONDUIT AND CONDUCTORS. 5. PROVIDE EACH PUMP WITH A NEMA RATED SOFTSTARTER AND CIRCUIT BREAKER DISCONNECT WITH "THROUGH PANEL" OPERATING HANDLES. SIZE SOFTSTARTERS PER MANUFACTURER'S RECOMMENDATION BUT NOT LESS THAN 150% OF MOTOR FULL LOAD CURRENT. 6. SEE PANEL SCHEDULE FOR ADDITIONAL LOADS. SIZE UNDEFINED CIRCUITS PER NEC, BUT MINIMUM CIRCUIT REQUIREMENTS ARE 3/4" CONDUIT AND #12 CONDUCTORS. Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION ® BY DATE �, tip MA /� �► i 1 ; ®® _T ST ® `� � ly i ZONAL -�"� Drawn VM 08112/2011 --------- Z z Q ® X 0 W W W These drawings conform to the Contractor's construction records. Drawn By: Date CONDUIT UP Reviewed DW 08/12/2011 Approved WB 08/12/2011 OTHERWISE. LETTER SYMBOLS OR ABBREVIATIONS SCALE: ONE INCH AS DRAWN INDICATE TYPE OF DEVICE. VIAHH-1 EP - EXPLOSION PROOF. Constru o tion SOLID STATE "SOFT START" EMPTY CIRCUIT BREAKER, THERMAL MAGNETIC TRIP SHOWN. 3 POLE File: 382424PSE3.dgnr I [S1 17] [IS 113] COMBUSTIBLE GAS DETECTOR (NOTE 10) LEVEL SENSOR FLOATS PRESSURE SENSOR (NOTE 11) WET WELL CLASS 1 DIV 2 AREA (NOTE 9) 7. PROVIDE UTILITY VAULT OR EQUAL: 233LA FOR HH -1, 3030LA FOR HH -2. 8. PROVIDE CONTROLS AS DETAILED IN THE SPECIFICATIONS. NOTE THAT TELEMETRY PANEL (TP) HAD NOT BEEN DEFINED AT TIME OF PRINTING. 9. TREAT AS CLASS 1, DIV 1 FOR ELECTRICAL INSTALLATION. 10. LOCATE AS DIRECTED BY ENGINEER. 11. PROVIDE PRESSURE LEVEL SENSOR WITH SUFFICIENT CABLE TO REACH CTP JUNCTION BOX. 12. TO CONNECT A MOBILE GENERATOR. LOCKOUT AND DISCONNECT ON -SITE GENERATOR FROM EPD. CONNECT MOBILE GENERATOR IN ITS PLACE. 1"11ry nr PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington WASHINGTON CH2MHILL LEGEND SYMBOL DESCRIPTION ® CONNECTION POINT TO EQUIPMENT 3 MOTOR SQUIRREL CAGE, INDUCTION; HORSEPOWER INDICATED. CONTROL (120VAC) EXPOSED CONDUIT AND CONDUCTORS P --------- CONCEALED OR BURIED CONDUIT AND CONDUCTORS 0-- - -- CONDUIT UP PMP CONDUIT STUBBED AND CAPPED AS SHOWN E CABLE TERMINATION PEDESTAL JUNCTION BOX, NEMA 1 ENCLOSURE, UNLESS INDICATED O OTHERWISE. LETTER SYMBOLS OR ABBREVIATIONS D INDICATE TYPE OF DEVICE. VIAHH-1 EP - EXPLOSION PROOF. PUMP STATION CONTROL PANEL SOLID STATE "SOFT START" EMPTY CIRCUIT BREAKER, THERMAL MAGNETIC TRIP SHOWN. 3 POLE 30 UNLESS INDICATED OTHERWISE. EPD GROUND WELL. 10" I.D.x12" CAST IRON GROUND ROD WELL 103 PROTECTING A 3/4" x 10'- COPPER COATED GROUND ROD. TELEMETRY PANEL EXPLOSION PROOF INCANDESCENT FIXTURE, MEDIUM GROUND SCREW BASE. ABBREVIATIONS ATS AUTOMATIC TRANSFER SWITCH TO N NEUTRAL C CONTROL (120VAC) MV P POWER (120- 280VAC) CGD COMBUSTIBLE GAS DETECTOR PMP PUMP MOTOR PROTECTION CTP CABLE TERMINATION PEDESTAL XFM R PPP PUMP POWER PANEL D DATA VIAHH-1 PSCP PUMP STATION CONTROL PANEL E EMPTY 2" S SIGNAL (1- 49VDC) EPD EMERGENCY POWER DISCONNECT 103 TP TELEMETRY PANEL G GROUND 2#6, 1 #6N, 1 #6G TSP TWISTED SHIELDED PAIR IS INTRINSICALLY SAFE CIRCUIT ATS UMB UTILITY METER BASE ISP INTRINSICALLY SAFE PANEL P UMCB UTILITY MAIN CIRCUIT BREAKER MPC MINI POWER CENTER RGS USD UTILITY SAFETY DISCONNECT MSC MANUFACTURER SUPPLIED CABLE MPC WW WETWELL MV MEDIUM VOLTAGE (2- 65kVAC) P 107 RACEWAY AND CONDUCTOR SCHEDULE TAG FROM TO RACEWAY TYPE(note 2) CONDUCTORS(note 3) COMMENTS MV 100 VAULT XFM R 4 NOTE 4 P 101 XFM R USD 2 1/2 PVC 3 #1/01#4N VIAHH-1 P 102 GENSET EPD 2" PVC 3#4,1#4N,1#4G VIA HH -2 P 103 GENSET MPC 1" PVC 2#6, 1 #6N, 1 #6G VIA HH -2, 120/240V POWER C 104 GENSET ATS 1" PVC 10#12,1 #12G VIA HH -2 ( start ,low,fuel, trouble, fault, spare) P 106 USD ATS 2" RGS 3 #1/0,1#4N,1#4G P 106 MPC ATS 3/4" RGS 2 #10,1 #10G P 107 PPP ATS 1" RGS 3 #8,1#8G P 108 WW LIGHT SW 3/4" PVC -RGS 2 #12,1 #12G VIA CTP PC 109 P -1 CTP PVC -RGS MSC NOTE 1 PC 110 P -2 CTP PVC -RGS MSC NOTE 1 E 111 WW CTP 1 1/2" PVC -RGS EMPTY CAP BOTH ENDS IS 112 LEVEL SENSOR CTP 1 1/2" PVC -RGS MSC NOTE 11, LEVEL SENSOR IS 113 FLOATS CTP PVC -RGS 3 -MSC NOTE 1, LEVEL CONTROL FLOATS C 114 CTP CSCP 1" PVC -RGS 12 #14,1 #14G PUMP SENSORS: (temp, moisture,4 spares) P 115 CTP PPP 1" PVC -RGS 6 #12,1 #12G PUMP POWER CONDUCTORS 1S.116 CTP ISP 1" PVC -RGS 6 #14,1 #14G FLOATS S 117 CGD PSCP 3/4" PVC -RGS 5 #16,1 #16G VIA CTP C 118 ISP PSCP 3/4" RGS 6 #14,1 #14G FLOATS AND 120VAC C 119 PSCP PPP 2" RGS 20#14,1 #14G INCLUDES 8 SPARES P 120 SW MPC 3/4" RGS 2 #12,1 #12G 120VAC POWER FOR LIGHTS P 121 POLE LT SW 3/4" RGS 2 #12,1 #12G 120VAC POWER FOR LIGHT IS 122 CTP PSCP 3/4" PVC -RGS 1 #16TSP VIA ISP, LEVEL SENSOR C 123 PSCP ATS 1" RGS 16#14,1 #14G GENSET & ATS SIGNALS TO TELEMETRY P 124 PSCP MPC 3/4" RGS 2 #12,2 #12N,1 #12G 120VAC POWER REVIEWED BY: CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 M STREET SE PROJECT NUMBER GRADE SEPARATION C201A CONTRACT STORMWATER PUMP STATION NUMBER 11 -01 ELECTRICAL S, - _ET PS -5 91 OF 199 O d Q o- w w a w w 0 N v C195 r 0 N Cn r Q r O cr> M r r SEC. 18, T 21 N, R 05 E, W.M. gg I ,. _ �uu RIM EL,: 101.67' 00 G - - (;- __ - ---- -- . ��.. . G --1 _ -- _ _ "gips. l� �....` _ . __ G G ___....� __.. _._..e ._�..... G ____�_ .�._. �_ .�... i T-- --j — G —_ — -- — ______ G — .___.,. .: CV lu G _ G . TREE T SE ..� .,. SS 9+ o ._. --_ _ _ ..__ _ _ _- M LINE O 1 10+00 _ ._ 4.. _ 11 +00 F- ssm SS 12" „ ._° J 12 +00 _6 ; C GI1 38 13 = EXISTING 18 KING COUNTY t (,� CAnIITORV 4ZMA /FR 110 :::::::: ... . . .. .. ..... 110 ........ ... ..... ......... ......... ........ ... ... .. ... .. ... ....... ...... . ... ... N 105. :: ........ .... .. .... :::.:::.: ........I : ::::. ....... .. ..... .. 105 .......... .. ......... ......... ......... ......... ......... ................... ......... ......... ......... ......... ......... ........ ..... ......... ...- .. ...... ......... ..... . . .. ... ......... ......... ......... . ....... ...... ........ ... .. 100 .... : :: O loo ......... . .... ..... .. ......... ......... ......... ::. EXISTING GROUND : ......... ......... ......... ................... ......... AT C NTERLIN.E .... . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . 11 . . . . . . . . . ... . ... . . . . . . . : : : : : :: . . . . . . . . . . . . . . . . . . . . . . . . Q 95 ... ......... X ISI ..... .... G 18 . RCP -.� _ _. 90 .... ......... ......... .. .......... ......... ......... ..... ........ ::::: ::... . :......: :::::::: ::::::::: :::::::: ::::::::: :......: :::::::: U ::::: :: a SEWER CONSTRUCTION NOTES: 6 OADJUST EXIST MH TO FINISHED G RADE NOTES: 1. FOR GENERAL SEWER NOTES, SEE SHEET SSD -1. 2. FOR STRUCTURE ID NUMBERS SEE SHEET STD-4. 0 20 40 60 HORIZ. iiijm GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE N.A.V.D. 88 KING COUNTY /METRO ELEV = NAVD88 + 96.57 FT. CALL BEFORE YOU DIG BURIED UTILITIES IM AREA 9 +00 13 +00 1.800.533.2891 PLEASE CALL BEFORE YOU DIG 10 +00 11 +00 12 +00 FAR RI►ICC I /TI/ ITV 1 Af�eTC � Qnn wow c�c� z 0 a w W v c� w w Q 0 N U C195 105 100 tii ,• R a f �I li low I co to gwo om 7/20/12 1 CORRECTION TO NOTE f ISIS Lt, bL 18210 543} CITY OF AUBURN 600 M ST SE R® e, Em M STA.14 1.00 (0• RT) RIM EL 97,74 IE 90.16 (1 ' S EXIST I - CALC.) IE 90.11(1 " N OUT) FINISHED BADE AT CENTE NE ,SL =0.3110 AT CEN' __._ — M STA. +140.61 (87.9 RT) IE 90.92 OUT) ii M I 7T, c.a Q Im ONE INCH AS DMVM -4 Fle: 382424Wipp dgn T4' iii' ;w-' 18" SS PVC SDR. A- �iri ►i ��lai� W wr. �Ow r Res EL= � 1 IE =88.x' (18" RCP N IE— 89.71° (lir PVC E� _ IE= 88.OZ (18" RCP s} 10592 CHNL EL= 88.92 PAFt AT AUI LLC b1OMST: 1 SEE SSMH 2-4 1 SEWER NOTE 9 6„ 2 kMH 2 2, E A - 60" SSMH -2 TYPE 3 - " M EL 93.38 89.51 (10" IN) 88.84 (18- IN) 88.74 (18" OUT) 0" SS, PVC DR-35 iMH 23, T PE 3 48" STA.15+9 .42 (50.51' M EL 94. 39:7 89.69 (10° OUT) 16 +00 X Nk PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington sriiNUrON CH2MHILL 105 iI � 95 I- • SEWER CONSTRUCTION NOTES: o 40 ABANDON EXISTTNG PIPE AND /OR MANHOLE, PER P SECTION 7-08.3(4) 4> CONNECT EXISTING PIPE TO NEW MANHOLE W co 0 :5 REMOVE EXISTING MANHOLE 7 REMOVE EXISTING PIPE TO LIMITS SHOWN ul 8 INSTALL STANDARD TYPE A MH PER KING COUNTY STD a5 co PLAN 020002 FOR 48" MH AND KING COUNTY STD PLAN SD -2-00" FOR 60" MH Q 10 INSTALL 6" SIDE SEWER STUB AND CLEANOUT, SEE COA v STANDARD DETAIL SEWER -01 AND SEWER-02 a INSTALL CITY SANITARY SEWER MANHOLE PER WSDOT B- 15.20-00, B- 15.40-00 AND CONTRACT SPECIFICATION SECTION 7 -05 14 INSTALL PUBLIC SANITARY SEWER CLEAN OUT PER COA SEWER -03 NOTES: 1. FOR GENERAL SEWER NOTES, SEE SHEET SSD -1. 2. FOR STRUCTURE ID NUMBERS SEE SHEET STD4. SHEET MAP 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE N.A.V.D.88 KING COUNTY /METRO ELEV r- NAVD88 + 98.57 FT. CALL BEFORE YOU DIG BURIED UTILITB IN AREA 1400.333.=1 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5553 PROjECT M STREET SE NUMBER 7�&F W +;:,7�it GRADE SEPARATION C201A CONTRACT SEWER NUMBER 11-01 PLAN AND PROFILE SHEET SS-2 93 OF 199 C195 0 N 0) a 0 M c� M r SEE SHEET SS -12 -T -1- T T__ __ - . _ 4____.._ 4—_____ -.1 w-4- ---- -- ! . __ .4..._ 1 Wj ---- -- _ _ 4 { 4 $ STEEL CABINS 1 l 1 3 70' F 7 - ' �z M STREET S' _ w_ !i X .�5'� 7 x--x--Ix a 2+00—x— —k 4 i x= X17 12" + , -- t 3 1 LSD 1 ---1 -- I ! - v L ___ P � i SD \v 95 .l • ' • 1 75 70 1 ® File: 382424SS1pp.dgn v"wmAv■"lLA. SEWER CONSTRUCTION NOTES: OABANDON EXISITNG PIPE AND /OR MANHOLE, PER SECTION 7- 08.3(4) 5O REMOVE EXISTING MANHOLE 7O REMOVE EXISTING PIPE TO LIMITS SHOWN w Ie%-rr -r%_ 1. FOR GENERAL SEWER NOTES, SEE SHEET SSD -1. 2. FOR STRUCTURE ID NUMBERS SEE SHEET STD -4. SHEET MAP 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE N.A.V.D.88 KING COUNTY /METRO ELEV = NAVD88 + 96.57 FT. CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 M STREET SE PROJECT NUMBER GRADE SEPARATION C201A CONTRACT SEWER NUMBER 11 -01 PLAN AND PROFILE SHEET SS -3 94 OF 199 Z O Q w w w 0 w w ry <C 0 N U C195 -x -,-X- O Xr 95 .l • ' • 1 75 70 1 ® File: 382424SS1pp.dgn v"wmAv■"lLA. SEWER CONSTRUCTION NOTES: OABANDON EXISITNG PIPE AND /OR MANHOLE, PER SECTION 7- 08.3(4) 5O REMOVE EXISTING MANHOLE 7O REMOVE EXISTING PIPE TO LIMITS SHOWN w Ie%-rr -r%_ 1. FOR GENERAL SEWER NOTES, SEE SHEET SSD -1. 2. FOR STRUCTURE ID NUMBERS SEE SHEET STD -4. SHEET MAP 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE N.A.V.D.88 KING COUNTY /METRO ELEV = NAVD88 + 96.57 FT. CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 M STREET SE PROJECT NUMBER GRADE SEPARATION C201A CONTRACT SEWER NUMBER 11 -01 PLAN AND PROFILE SHEET SS -3 94 OF 199 Z O Q w w w 0 w w ry <C 0 N U C195 0 N CD Q MEM -- — G i-41 -- SEC. 18, T 21 N, R 05 E, W.M. I "." N °//0' SD -- SD _ _ SD __ SO 7 – — ' M LINE ® v RIM L= : RCP " ,. 0, M'" �' -, - - - W (2149800222 (2149800 ',CTr1Y OF AUBURN Atla &I M r } x 7 SEE NC - - G Wes' SD SD SD SD SD ---- 1 SID ■ SD — � BENEATH �... -. erg .._.... _..� ._.._. L U) U) � (7 O U SD _. _ o _ O �..... -_ _ tV s5 25 S � IV i i 2L�, 3 f (2149800214 STA. 24 +47 , 214980021 — 4 TY OF=AUBURN CITY OF t CO�� 8MSTSE SE _ ' I I I.. 2149800215 CHAVIS, NETTIE 302 M ST SE Ak These drawings conform to the Contractor's construction records. Drawn By: Date Construe tion ��,/ /' t AUBUR c1F raSy Fy �ti t+ , 3SI86 G/STE� �`�� FSSI pNA� �N�1 ' • f �i Pro' ct Manager t j�� ®® onstructi n Manager Reviewed AR E//26/201 /6/2010 MST SE Approved v MEM -- — G i-41 -- SEC. 18, T 21 N, R 05 E, W.M. I "." N °//0' SD -- SD _ _ SD __ SO 7 – — ' M LINE ® v RIM L= : RCP " ,. 0, M'" �' -, - - - W (2149800222 (2149800 ',CTr1Y OF AUBURN Atla &I M r } x 7 SEE NC - - G Wes' SD SD SD SD SD ---- 1 SID ■ SD — � BENEATH �... -. erg .._.... _..� ._.._. L U) U) � (7 O U SD _. _ o _ O �..... -_ _ tV s5 25 S � IV i i 2L�, 3 f (2149800214 STA. 24 +47 , 214980021 — 4 TY OF=AUBURN CITY OF t CO�� 8MSTSE SE _ ' I I I.. 2149800215 CHAVIS, NETTIE 302 M ST SE 95 Kc 9p 75 Q,l Ak These drawings conform to the Contractor's construction records. Drawn By: Date Construe tion ��,/ /' t AUBUR c1F raSy Fy �ti t+ , 3SI86 G/STE� �`�� FSSI pNA� �N�1 ' • f �i Pro' ct Manager t j�� ®® onstructi n Manager Reviewed AR E//26/201 /6/2010 MST SE Approved GC 0 SCALE: ONE INCH AS DRAWN -- . . .... ... ....... EXI NC GROU D SSMH -1, TYPE A 48" . . 95 M ..... AT . CENTERLINE ::.: :::. ........ ......... ... :::: M STA. 22 +88.16: ('10.54. RT):: :: , : ;`:: :::::::: :: ::::: : ::::::: ::::::::: ::::::.:: ::::: : co �: -,.. ....... _. _: ......... ......... ........ ...... ........ . .... .. R IM E 87 .... ..... ......... _ .: . -_ .... ......... ......... IE 83.3 18 ' ' Vii' IN) (18" ..:::: :: : :::: :::: M STA �# +46 4 1 E 83 OU 90 - :: :::: :: :::: ::::: ... : . ... :. _ .......;� . ......... ... ...... ........ ... . ......... ... ....: :: . :: :::: : : ... .... . 85 ... . . . . . . �. . . ... sty€ K :.— 8® !"'. EXISTI G 1$" RGP S ....... W X' 18" SS:, PV - SDR 35 :. . + LO N . ...... .. .... .. ..:..... N FINIS :HED: ......... ......... :.... ... . ROADWAY ...... :...... ....... ......... ......::: ::: X: X ... .. .... ........ GRADE..- . .... w w ... ......... w 75 ..... ::::: ......... ::::: ... ........ ......... ........ ......... ..... ......... ..... ... ......... ... .. .. ......... ... ......... ......... ::::::: ::....;.. ......... ......... ......... .... . . ::::: ::::::: ::::..... ......... ... ......... ....... ...:.. r... . ......... :::: ....I ... ......... ......... ......... 21 +00 22 +00 23 +04 24 +00 25 +00 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE REVIEWED BY: DATE: Drawn KW 08/26/2010 - C CITY OF 95 Kc 9p 75 Q,l File: 382424SS 1 pp.dgn SEWER CONSTRUCTION NOTES: O ABANDON EXISTTNG PIPE AND /OR MANHOLE, PER SECTION 7- 08.3(4) 4O INSTALL NEW 6" SIDE SEWER AND CLEANOUT, AND 4" PRIVATE SIDE SEWER, SEE 3 AND SHT SSD -1 NOTE 10 SSD -2 O REMOVE EXISTING MANHOLE OREMOVE EXISTING PIPE TO LIMITS SHOWN 8O INSTALL STANDARD TYPE A MH PER KING COUNTY STD PLAN 020002 FOR 48" MH AND KING COUNTY STD PLAN SD -2 -60" FOR 60" MH 9O CONNECT EXISTING SIDE SEWER <@> INSTALL WATER TIGHT MANHOLE FRAME AND JOINT STRAP SEE DETAILS 1 AND 2 SSD -2 SSD -2 NOTES: 1. FOR GENERAL SEWER NOTES, SEE SHEET SSD -1 2. FOR STRUCTURE ID NUMBERS SEE SHEET STD-4. 3. INSTALL TEMPORARY 18 PVC ON EXISTING CONCRETE SEWER TO DIP BENEATH NEW SEWER ALIGNMENT (45 DEG ELBOWS MAX). 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE N.A.V.D. 88 KING COUNTY /METRO ELEV = NAVD88 + 96.57 FT. CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 PROJECT M STREET SE NUMBER GRADE SEPARATION C201A CONTRACT SEWER NUMBER 11 -01 PLAN AND PROFILE SHEET SS-4 95 or 199 0 1= Q a w rn w ti w W rn 0 N U C195 z z Q 0 o� o O v Uj x These drawings conform to the Contractor's construction records. Drawn By: Date Construe tion ��,/ /' t c1F raSy Fy �ti t+ , 3SI86 G/STE� �`�� FSSI pNA� �N�1 PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington OOV WASHINGTON • f �i Pro' ct Manager t j�� ®® onstructi n Manager Reviewed AR E//26/201 /6/2010 Approved GC 0 SCALE: ONE INCH AS DRAWN File: 382424SS 1 pp.dgn SEWER CONSTRUCTION NOTES: O ABANDON EXISTTNG PIPE AND /OR MANHOLE, PER SECTION 7- 08.3(4) 4O INSTALL NEW 6" SIDE SEWER AND CLEANOUT, AND 4" PRIVATE SIDE SEWER, SEE 3 AND SHT SSD -1 NOTE 10 SSD -2 O REMOVE EXISTING MANHOLE OREMOVE EXISTING PIPE TO LIMITS SHOWN 8O INSTALL STANDARD TYPE A MH PER KING COUNTY STD PLAN 020002 FOR 48" MH AND KING COUNTY STD PLAN SD -2 -60" FOR 60" MH 9O CONNECT EXISTING SIDE SEWER <@> INSTALL WATER TIGHT MANHOLE FRAME AND JOINT STRAP SEE DETAILS 1 AND 2 SSD -2 SSD -2 NOTES: 1. FOR GENERAL SEWER NOTES, SEE SHEET SSD -1 2. FOR STRUCTURE ID NUMBERS SEE SHEET STD-4. 3. INSTALL TEMPORARY 18 PVC ON EXISTING CONCRETE SEWER TO DIP BENEATH NEW SEWER ALIGNMENT (45 DEG ELBOWS MAX). 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE N.A.V.D. 88 KING COUNTY /METRO ELEV = NAVD88 + 96.57 FT. CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 PROJECT M STREET SE NUMBER GRADE SEPARATION C201A CONTRACT SEWER NUMBER 11 -01 PLAN AND PROFILE SHEET SS-4 95 or 199 0 1= Q a w rn w ti w W rn 0 N U C195 73 50 7335400255 MULLER, E W HELLICKSON, TARA 305 M S SE 229 M ST SE rihi 733540028Q TALBOT, STEVEN G 223 M ST SE I I — L -F — — w 1 h, F - - -- J — 1821459134 1821059085 18210 B RNSON, CLINT B DOUGHERTY- SMITH, DARk I ANDERSON, KAREN 243 M ST SE 201 M ST SE 129 M ST SE r.-. - -- � T w ..... w — . _. --W-- MH -84" RJIM E 90.65 95 IE 82. 1$ "SIN) IE 82. {18" N EYJ T OUT, U3 PO D AND VD) AT Kc 75 70 EXISTING AT CENTS F� w` +pp dim crry OF ;� 28 +00 PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington WASHINGTON CH2MHILL dc ..11 SEWER CONSTRUCTION NOTES; 24> CONNECT EXISTING PIPE TO NEW VANHOLE fi > ADJUST EXIST MH TO FINISHED GRADE 7t> REMOVE EXISTING PIPE TO LIMITS SHOWN 18 INSTALL KING COUNTY SPECIAL MANHOLE, SEE NOTES: 1. FOR GENERAL SEWER NOTES, SEE SHEET SSD-1 2. FOR STRUCTURE ID NUMBERS SEE SHEET STD4. 0 20 40 64 HORIZt GRAPHIC SCALE 0 5 10 15 VERT. Mid GRAPHIC SCALE N.A.V.D. 88 KING COUNTYIMETRO ELEV = NAVD88 + 96.57 FT. a a w w Lu Ch t v CALL BEFORE YOU 010 BURIIED UTILITIES IN AREA IAM.533.3$81 PLEASE CALL BEFORE YOU Dili FOR BNSF UTIUTY LOCATE 1.$ "24.5M M ':STREET SE EcO GRADE SEPARATION SEWER PLAN AND PROFILE SHEET S" 96 OF 199 C195 .. e t aa r ♦s �� �a� r cne- a s TT �.- e o . «F s.• I� / � . _ - EXISTING AT CENTS F� w` +pp dim crry OF ;� 28 +00 PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington WASHINGTON CH2MHILL dc ..11 SEWER CONSTRUCTION NOTES; 24> CONNECT EXISTING PIPE TO NEW VANHOLE fi > ADJUST EXIST MH TO FINISHED GRADE 7t> REMOVE EXISTING PIPE TO LIMITS SHOWN 18 INSTALL KING COUNTY SPECIAL MANHOLE, SEE NOTES: 1. FOR GENERAL SEWER NOTES, SEE SHEET SSD-1 2. FOR STRUCTURE ID NUMBERS SEE SHEET STD4. 0 20 40 64 HORIZt GRAPHIC SCALE 0 5 10 15 VERT. Mid GRAPHIC SCALE N.A.V.D. 88 KING COUNTYIMETRO ELEV = NAVD88 + 96.57 FT. a a w w Lu Ch t v CALL BEFORE YOU 010 BURIIED UTILITIES IN AREA IAM.533.3$81 PLEASE CALL BEFORE YOU Dili FOR BNSF UTIUTY LOCATE 1.$ "24.5M M ':STREET SE EcO GRADE SEPARATION SEWER PLAN AND PROFILE SHEET S" 96 OF 199 C195 0 N r d' d' M r SEC. 18, T 21 N, R 05 E, W.M. SEWER CONSTRUCTION NOTES: 4O INSTALL NEW 6" SIDE SEWER AND CLEANOUT, AND 4" PRIVATE SIDE SEWER, SEE a AND SHT SSD -1 NOTE 10 SSD -2 8O INSTALL STANDARD TYPE A MH PER KING COUNTY STD PLAN 020002 FOR 48" MH AND KING COUNTY STD PLAN SD -2 -60" FOR 60" MH 9O CONNECT EXISTING SIDE SEWER <@> REMOVE EXISTING SEPTIC TANK AS REQUIRED FOR NEW SIDE SEWER INSTALLATION NOTES: 1. FOR GENERAL SEWER NOTES, SEE SHEET SSD -1. 2. FOR STRUCTURE ID NUMBERS SEE SHEET STD-4. C195 O SEC. 18, T 21 N3 R 05 El W.M. LAUNCHING PIT (APPROX.) .......... .......... .... ... . .... . . . . . . . . .. . . . . . .. .... 105 :r . ..... . .. ....... ...... ........... . ......... ...... I ...... � 1. ... I .. . ... SSMH 7-1, TYPE A — 48" ...... —:': ...... --- - - — .. . . . . .......... 100 ..... .. . .... .... ............ S --�FSHEET—SS-61- � MH 6ml ... .. .... ....... .. ..... ..... L STA. 82+50.4t MMA Cl (1.00'RT)� .. .... .... . ...... I ..... ... .... ........ .. . ...... . ..... 100 ........ .......... it 86.69 (8'� S:*I'N'*)': ..... .... ..... ..... ... .. ..... .. 'EXISTING GROUND: IE 86P64 M" N �QUT) ... ........ ......... ........ . ...... ....... ......... ......... .... ...... . ......... ....... . AT Z;ENTERLINE- ......... ......... 95 ...... .... . ...... . .. ....... ...... .... ..... ......... ......... .... .... ...... ....... 95 ........ ...... . ......... ......... ......... ......... ..... .. ......... .. .. ...... ..... . D;�FL : ....... . ... . .......... .... ......... ......... ......... . ...... . ... . � ......... I . ...... . . ..... . .. ......... ......... . ....... .... . ....... ........ ......... ...... 90 ........ ......... . . . ..... ... ....... . . . . . . . ... ........ . . .... . . . . . . . . .. STEEL CASING ....... ....... . ... ... 90 .......... . ..... .. . . ... .... ....... .. ......... ....... ......... 85 . . . . . . . . . . :1 '&':SS,. PV 'll SDR 3J . . . . . . . PROP SD ...... .. ......... .... 85 . . . .. I Qmm .... 0:37 °° ........ . . ...... ...... .... .. ........ . ... F- . ......... ......... ...... ......... ......... .... ... cl) EGIN CASI E_ qG .. ..... ...... ....... ...... . ...... ...... .... ...... STA -82+58 41 - - - o ojj, �' ... ..... .. ...... ... . .. ...... ..... . ........ .. ...... 80 ... . ....... .... .. ...... . ...... .. ........ . ...... ........ ......... . ... .. ... . ...... ..... .. ... ...... . ......... I... I — ...... .: � �': , — ........ ': * ..... 1 111.11. ......... ..... ... .... ''. ...... . ......... I ...... . . � I . I I . .. .... ......... ......... ....... .... .... 80 ........... .......... ........ ..... ..... � ..... ....... ..... .. .. ......... ...... .. .... .... .. ......... ...... ....... 1. ......... .. ......... . .......... . ..... — . .... .... ... ...... ....... ......... .... ......... .......... .... I .... .. . . * ....... .. ... .... . . .... .. � .... .. .. ...... ... ... . ......... .... .... ... ... . ..... I ........ ..... I SEWER CONSTRUCTION NOTES: 1O ABANDON EXISITNG PIPE AND/OR MANHOLE, PER SECTION 7-08.3(4) 4O INSTALL NEW 6" SIDE SEWER AND CLEANOUT, AND 4" PRIVATE SIDE SEWER, SEE/--3 AND SHT SSD-1 NOTE 10 7 REMOVE EXISTING PIPE TO LIMITS SHOWN 8 INSTALL STANDARD TYPE A MH PER KING COUNTY STD PLAN 020002 FOR 48" MH AND KING COUNTY STD PLAN SD-2-60" FOR 60" MH 9O CONNECT EXISTING SIDE SEWER NOTES: 1. FOR GENERAL SEWER NOTES, SEE SHEET SSD-1. 2. FOR STRUCTURE ID NUMBERS SEE SHEET STD-4. 3. PROVIDE UNINTERRUPTED SIDE SEWER SERVICE DURING CONSTRUCTION, SEE SECTION 7-20. SHEET MAP 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE N.A.V.D. 88 KING COUNTY /METRO ELEV = NAVD88 + 96.57 FT. CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 84+00 1.800.5.33.2891 PLEASE CALL BEFORE YOU DIG 80+00 81+00 82+00 83+00 Cf%O nUCC I NVIN 19~ ■ f%fwA W A gbdm&% AA%A ff-fiwff-r z 0 (L uj 0) w 0 uj LLJ C195 a N w Q M SEC. 18, T 21 N, R 05 E, W.M. ti CO 0 I— U ti co 00 C/) -..1 SEWER CONSTRUCTION NOTES: 1O ABANDON EXISTTNG PIPE AND /OR MANHOLE, PER SECTION 7- 08.3(4) 4O INSTALL NEW 6" SIDE SEWER AND CLEANOUT, I AND 4" PRIVATE SIDE SEWER, SEE AND I SHT SSD -1 NOTE 10 3 .. W __. SSD -2 8O INSTALL STANDARD TYPE A MH PER KING COUNTY STD PLAN 020002 FOR 48" MH AND KING COUNTY STD PLAN SD -2 -60" FOR 60" MH rn O CONNECT EXISTING SIDE SEWER 0 oI NOTES: 1. FOR GENERAL SEWER NOTES, SEE SHEET SSD -1. sc 2. FOR STRUCTURE ID NUMBERS SEE SHEET STD4. I INIIIII 83 +00 84 +00 85 +00 86 +00 87 +00 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE Drawn KW 08/26/2010 These drawings conform to the Reviewed AR 08/26/2010 z Contractor's construction records. _ Approved GC 08/26/2010 QQH Q LL Drawn By: Date SCALE: W. ONE INCH U w Constru fiio U�v AS DRAWN File: 382424SS1 pp.dgn 31108 o �� �SIONAL £N FAA W WIVAral -01 PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington WASHINGTON CH2MHILL REVIEWED BY: DATE: Q LJ r'r'T IAAr% 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE N.A.V.D.88 KING COUNTY /METRO ELEV = NAVD88 + 96.57 FT. CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 PROJECT M STREET SE NUMBER NUMBER GRADE SEPARATION C201A CONTRACT SEWER NUMBER 11 -01 PLAN AND PROFILE SHEET SS -8 99 O 199 0 Q 0- U) W 0 C� w w Q 0 N U C195 I /V1/ : R/W :. : .. . ..�... .. ........ 105 ... .... :: .: . ... ... : .. .. . . 105 EXISTING GR UND .. A E R C NTE LINE .. ..... . . . .. . :. FINISHED f .... :::::: :: RAILROAD . ..... .. SMH 8 -1; PEA - 48'' ......... ......... 100 EL;92 \....... . .... O.:: �::::: � ----. '� I ,IM 85.57 (18 ": IN) ATIGEN ERLRINEND ...... ........ ::....... ......... ......... ....... ......... 1,- ... .. ......... \:. _-= : -:-:- -._ . � �: 1 8.52(18 �,. OUT):... ::::::::: ::::: ::. :...: ....:.. :::: . . :::.::::: 95 co ..... _ 1 ...... ..... ... . .... . ........ ..... ... ... ..... — . ::....... ::: ::::: X 90 to ......... ......... .. ......... ........ . STEEL CASING :::: :. : ::: :: 90 . :::::::: : ::::: ::: ::::::::: : :::: �::. .... .. .... .. :." :::: :" ......... ... ......... ......... .. T 85 :: :::: :: ......... ::::::: ......... cn :::::: 85 . .. ... ..... . :: 8" SS HDP 777 P OP SD. �� 8 SS, ,PVC SDR -35 .. .... ...... ........ ........ :.. ....... o..:::: .37 /o... ... .. .... ... ...... . ... .. .. :END ASING `.:. 63 LF,SL =0 37% .::;: ...... .... ......... ..... .. . 87 LF; SL= 80 — :: ::. ...... ......... ...... ......... .. ...... .. :: ....... L A sT 85 +28.95:: :. :� ::::: ::: :::: �: ::::;::: ::::::::: 80 .. ::::: ..... .. ..:.:::: ::::::... : ::::: ::: .... ....... ..... .. .... .. ...... ......... ......... .. .......... .. ... . F.. ......... ......... ........ CO. x ......... ....... r" ... LIJ a- 83 +00 84 +00 85 +00 86 +00 87 +00 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE Drawn KW 08/26/2010 These drawings conform to the Reviewed AR 08/26/2010 z Contractor's construction records. _ Approved GC 08/26/2010 QQH Q LL Drawn By: Date SCALE: W. ONE INCH U w Constru fiio U�v AS DRAWN File: 382424SS1 pp.dgn 31108 o �� �SIONAL £N FAA W WIVAral -01 PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington WASHINGTON CH2MHILL REVIEWED BY: DATE: Q LJ r'r'T IAAr% 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE N.A.V.D.88 KING COUNTY /METRO ELEV = NAVD88 + 96.57 FT. CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 PROJECT M STREET SE NUMBER NUMBER GRADE SEPARATION C201A CONTRACT SEWER NUMBER 11 -01 PLAN AND PROFILE SHEET SS -8 99 O 199 0 Q 0- U) W 0 C� w w Q 0 N U C195 0 cq 0) W SEE SHEET SS-8 z 0 FOR L-STREET I U) SEWER PROFILE _j IBT— — 3 7 - 0 � 43 7+00 rw 1%OUNTY 15500085 NEW 18" KI GO SANITARY 'EVER w Li S 11�`�KEffll U N T Y4,�m�- - TR S 31 io & Y_ALE 1 0414TH WSE- Jo- 3o( 3 & RP BAETORT 01 WEEN =SES co L _T L I 0 -4ss —ss oz COM- z NOTE 3 F, uj Z< fl Z IL >_ z FOR M STREET < z SEWER PROFILE (7335400225 0 SID CITY OF AUBURN 327M ST SE Ss W W W 4TH ST SE 4TH LINE 49+00 w SD— — — SD PAf4jr Z -1-A 3N • WL rr.L SEE SHEET SS-1 0 1 FOR NO- . ♦ PROFILE 1 co UE C) C) wo 0 z 0 fff� LJL BT141— () I wk I I U11 5( jj SD aT X--X--* w 0 W U) • SEWER CONSTRUCTION NOTES: 1O ABANDON EXISITNG PIPE AND/OR MANHOLE, PER SECTION 7-08.3(4) O INSTALL NEW 6" SIDE SEWER AND CLEANOUT, AND 4" PRIVATE SIDE SEWER, SEE (PAND SHT SSDA NOTE 10 REMOVE EXISTING PIPE TO LIMITS SHOWN INSTALL STANDARD TYPE A MH PER KING COUNTY STD PLAN 020002 FOR 48" MH AND KING COUNTY STD PLAN SD-2-60" FOR 60" MH 9O CONNECT EXISTING SIDE SEWER 1. FOR GENERAL SEWER NOTES, SEE SHEET SSD-1. 2. FOR STRUCTURE ID NUMBERS SEE SHEET STD-4. 3. SEQUENCE INSTALLATION OF NEW SEWER AT NORTH ALLEY TO PROVIDE UNINTERRUTED SEWER SERVICE. SEE SECTION 7-20. SHEET MAP 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE N.A.V.D. 88 KING COUNTY/METRO ELEV = NAVD88 + 96.57 FT. CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 JE M STREET SE PRO CT NUMBER GRADE SEPARATION C201A CONTRACT SEWER NUMBER 11-01 PLAN AND PROFILE SHEET SS -9 1 OOOF 199 z 0 a. w (o w w w U) O C195 a N M SEC. 18, T 21 N, R 05 E, W.M. SEWER CONSTRUCTION NOTES: O ABANDON EXISTTNG PIPE AND /OR MANHOLE, PER SECTION 7- 08.3(4) 2 CONNECT EXISTING PIPE TO NEW MANHOLE 3 CONNECT NEW PIPE TO EXISTING MANHOLE, PER SECTION 7- 05.3(3) OREMOVE EXISTING MANHOLE 7O REMOVE EXISTING PIPE TO LIMITS SHOWN 9 CONNECT EXISTING SIDE SEWER 10 INSTALL 6" SIDE SEWER STUB AND CLEANOUT, SEE COA STANDARD DETAIL SEWER -01 AND SEWER -02 11 INSTALL CITY SANITARY SEWER MANHOLE PER WSDOT B- 15.20 -00, B- 15.40 -00 AND CONTRACT SPECIFICATION SECTION 7 -05 12 INSTALL NEW 6" SIDE SEWER AND CLEANOUT, AND NEW 4" PRIVATE SIDE SEWER PER COA SEWER -02, SEE SHT SSD -1 NOTE 10. 16 INSTALL DROP CONNECTION PER WSDOT B- 85.50 -01 1. FOR GENERAL SEWER NOTES, SEE SHEET SSD -1. 2. FOR STRUCTURE ID NUMBERS SEE SHEET STD-4. %k IF SHEET SS -11 INTENTIONALLY OMITTED. 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE N.A.V.D.88 KING COUNTY /METRO ELEV = NAVD88 + 96.57 FT. CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 PROJECT M STREET SE NUMBER NUMBER GRADE SEPARATION C201A CONTRACT SEWER NUMBER 11 -01 PLAN AND PROFILE SHEET SS -10 101UF 199 z 0 w w 0 cgi w w 0 N U C195 0 !Z4 0) Lo w z c NC U) 7116000805 Q0 Fl 51 1 1 MAC, MORTGAGE, 506 L PL SE ARIZA; HOMER & LYDIA Sol p -iiii 6T-Hj-sT SE p L p — 0) ICONC cn U) I DWY SdQf H—AULLEY 0 L STA. 1+98 I SOUTH AL JCONC L�EY 2to w SOUTH ALLEY 0 STA. 1+90 1+90 cp (7116000 BENEDETTI, ANDREW J & KAREN L — — I SEWER CONSTRUCTION NOTES: 9 CONNECT EXISTING SIDE SEWER 10 INSTALL 6" SIDE SEWER STUB AND CLEANOUT, SEE COA STANDARD DETAIL SEWER-01 AND SEWER-02 <0> INSTALL CITY SANITARY SEWER MANHOLE PER WSDOT B- 15.20 -00, B- 15.40 -00 AND CONTRACT SPECIFICATION SECTION 7-05 INSTALL NEW 6" SIDE SEWER AND CLEANOUT, AND NEW 4" PRIVATE SIDE SEWER PER COA SEWER-02, SEE SHT SSD-1 NOTE 10. 13 REMOVE EXISTING SEPTIC TANK AS REQUIRED FOR NEW SIDE SEWER INSTALLATION 00 00 CD + CD NOTES: z 0 C) co 3+00 n U) 1 0 1. FOR GENERAL SEWER NOTES, SEE SHEET SSD-1. 2. FOR STRUCTURE ID NUMBERS SEE SHEET STD-4. LY u z 0 ui cl) LLJ (D Lu Lu cr) 0 c%j L) C195 270' V 4" SS BANDING (Typ) 3 in -i 82 0 3 TTPICAL 4'# SCHEll STEEL NOTES: CASED SANITARY SEWER SUPPORT 1, %n STAINLESS STEEL BANDING IS PLACED AT EACH SUPPORT CHANNEL (8-FT OC) TO RETAIN HDPE PIPE TO CONTINUOUS ANGLE. 2. ALL STEEL IS A36 OR BETTER. 3. ALL WELDING IS PER AWS D I - 1 ■ 4. LINE & GRADE L: `BE .-MAINTAINEDL.,-USING A PIPE LASE LEVEL. 5. THE 18'0 HDPE PIPE WILL BE TV INSPECTED BEFORE & A R SAND INSTALLATION. 6. THE 18" HDPE PIPE WILL BE FILLED WMATER PRIOR TO SAND INSTALLATION. ]aim BY- LLL M STREET SE GRADE SEPARATION DATE.', APR 11, 2011 SANITARY SEWER CASING SPACEd .4 JAAMMM "x F END SEAL to co O O CL MANHOLE DISTANCES STATED IN PROFILES ARE HORIZONTAL TO CENTER OF MANHOLE STEEL CASING 4. SANITARY SEWER STAINLESS STEEL BAND, TOP OF 11 4 4 CARRIER PIPE TYP CHANNEL DROP SHOWN ON PROFILE ff AT MANHOLE (i (TYPICAL) END SEAL, TYP / AS SPECIFIED - CASING SPACER AS SPECIFIED, TYP 0 CASING SHELL /O YSEWER t PIPE PIPE SLOPE AS SHOWN IN PROFILE 'J \1 I / Il' V. PIPE SLOPE AS SHOWN IN PROFILE INLET ELEVATION OUTLET ELEVATION AS SHOWN ON PLANS AS SHOWN ON PLANS z 0 Q_ 0 uj w C) C14 0 C195 MAIN-LINE MANHOLE 54" STEEL CASING,, 0.719" MIN. THICKNESS TYPICAL MANHOLE CHANNELING 2 SCALE:NTS SS GENERAL SEWER NOTES: RUN'NER,-TYP 1. MANHOLES DESIGNATED AS KING COUNTY SHALL CONFORM TO KING COUNTY STANDARD DETAILS UNLESS OTHERWISE SHOWN. MANHOLES DESIGNATED AS -T'RA tX- 6YdTf: M CITY MANHOLES SHALL CONFORM TO WSDOT STANDARD PLANS AND SECTION 7-05. -FILL ANNULAR SPACE 2. WITH ALL SANITARY SEWER PIPE SHALL BE SOLID WALL PVC SANITARY SEWER PIPE SDR 35 IN CONFORMANCE WITH 9-05.12(1) UNLESS OTHERWISE SHOWN ON THE SAND DRAWINGS. THE SEWER PIPE CROSSING WSDOT AND BNSF RIGHTS OF WAY SHALL BE HDPE PIPE IN CONFORMANCE WITH SECTION 7-21.2. 3. ALL SANITARY SEWER PIPE SHALL BE INSTALLED CONFORMING TO CITY OF AUBURN STANDARD DETAIL TRAFFIC -03 (TYPICAL PIPE TRENCH DETAIL). ALL PIPE BEDDING SHALL BE IMPORTED PIPE BEDDING, UNLESS OTHERWISE SHOWN ON THE DRAWINGS. 18" STORM DRAIN IN 54" CASING 3A. UNLESS OTHERWISE NOTED OR SHOWN ON THE PLANS, SEWER PIPE SHALL BE INSTALLED CONFORMING TO CITY OF AUBURN STANDARD DETAIL TRAFFIC-03 (LONGITUDINAL PIPE TRENCH DETAIL). ALL PIPE BEDDING SHALL BE CSTC PIPE BEDDING. ALL PIPE TRENCH BACKFILL SHALL BE GRAVEL BORROW PIPE TRENCH BACKFILL EXCEPT AS NOTED BELOW, OR SHOWN ON THE PLANS." SEE PLANS 3B. SEWER PIPE CROSSING EXISTING PAVEMENT TO REMAIN, AND AREAS WITH PIPE COVER LESS THAN 36 INCHES, SHALL BE BACKFILLED WITH SELECT PIPE TRENCH BACKFILL (CSTC) IN CONFORMANCE WITH CITY OF AUBURN STANDARD DETAIL TRAFFIC-02 AND TRAFFIC-03. 4. THE NEW SANITARY SEWER MAIN CROSSING WSDOT AND BNSF RIGHTS OF WAY SHALL BE INSTALLED USING TRENCHLESS INSTALLATION METHODS IN SECTION CONFORMANCE WITH SECTION 7-21. NOTES: 5. THE CONTRACTOR SHALL PROVIDE TEMPORARY ACCOMMODATION OF WASTE WATER FLOWS IN ACCORDANCE WITH SECTION 7-17.3(3). 1. INSTALL HDPE SEWER PIPE UNIFORMLY SUPPORTED AS SPECIFIED. 6. NO CONNECTIONS SHALL BE MADE TO THE SANITARY SEWER MAIN UNTIL THE SEWER MAIN AND THE NEW SIDE SEWERS ARE PRESSURE TESTED, IN ACCORDANCE WITH SECTION 7-17.3 AND 7-18.3. ALL NEW SEWER MAIN SHALL BE DEFLECTION TESTED. 2. CARRIER PIPE SHALL BE HDPE WITH BUTT FUSED JOINTS IN ACCORDANCE WITH 7-21.2. 7. THE CONTRACTOR SHALL CONDUCT CLEANING AND TESTING OF ALL SEWER MAINS AND SIDE SEWERS IN ACCORDANCE WITH SECTION 7-17.3(2). REMOVE THE BEADS INSIDE THE PIPE THAT RESULT FROM THE BUTT FUSION. 8. ALL ELEVATIONS ON PLANS ARE SHOWN IN PROJECT VERTICAL DATUM OF NAVD88. TO CONVERT ELEVATIONS TO KING COUNTY METRO VERTICAL DATUM, USE THE FOLLOWING: KING COUNTY/METRO ELEV. = NAVD88 + 95.57 FT. 3. LEAKAGE TEST SHALL BE PERFORMED PRIOR TO INSTALLING SEALS. 9. CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING SEWER PIPE CONNECTIONS. BEFORE CONSTRUCTING ANY OF THE NEW GRAVITY SEWERS, EXCAVATE, EXPOSE, AND SURVEY THE LOCATIONS OF THE EXISTING SEWERS WHERE THE NEW MANHOLE IS TO BE LOCATED AND CONNECTED TO IT. NOTIFY THE 4. SEE SECTION 7-21 FOR ADDITIONAL INSTALLATION ENGINEER AT LEAST TWO WORKING DAYS IN ADVANCE OF THE EXPLORATORY EXCAVATIONS SO THE ENGINEER CAN OBSERVE. SEE SECTION 7-17.3(2)1. REQUIREMENTS 10. THE LOCATIONS AND DEPTHS OF SIDE SEWERS ARE PRELIMINARY. FINAL LOCATIONS AND DEPTHS OF SIDE SEWERS WILL BE VERIFIED BY THE CONTRACTOR DURING CONSTRUCTION. BEFORE CONSTRUCTING ANY OF THE NEW GRAVITY SEWERS, EXCAVATE AND EXPOSE EACH OF THE EXISTING SIDE SEWERS AT THE POINT OF CONNECTION TO THE NEW SIDE SEWER. NOTIFY THE ENGINEER AT LEAST TWO WORKING DAYS IN ADVANCE OF THE EXPLORATORY EXCAVATIONS SO THE ENGINEER CAN OBSERVE. SEE SECTION 7-18.3. SANITARY SEWER IN CASING 11. SEWER STUBS FOR FUTURE CONNECTIONS SHALL BE INSTALLED AT MAXIMUM FEASIBLE DEPTH AND LOCATION MARKED IN ACCORDANCE WITH COA STANDARD SCALE:NTS SS-7, DETAIL SEWER-01. S-8 12. CDF SHALL NOT BE USED FOR BEDDING DUCTILE IRON PIPE, 13. INSTALL TRACEABLE WARNING TAPE MARKED "SEWER" 12 INCHES ABOVE THE CROWN OF THE DUCTILE IRON SEWER MAIN. 14. ON NEW MANHOLES INSTALLED PRIOR TO ROADWAY EXCAVATION, THE CONTRACTOR SHALL INSTALL TEMPORARY MANHOLE RISERS AND SET TEMPORARY RIM ELEVATIONS TO EXISTING GRADE. REMOVE TEMPORARY RISERS AND SET FINAL RIM ELEVATIONS TO FINISHED GRADE IN CONFORMANCE WITH 7-05.3(1). INSTALLATION AND REMOVAL OF TEMPORARY RISERS, AND FINAL ADJUSTMENT SHALL BE INCIDENTAL TO MANHOLE PER EACH. 15. FOR SANITARY SEWERS INSTALLED AND BACKFILLERQN THE STREET RIGHT-OF-WAY PRIOR TO ROADWAY EXCAVATION, SEE TEMPORARY PIPE TRENCH RESTORATION DETAIL z 0 Q_ 0 uj w C) C14 0 C195 cm T r WATERTIGHT MANHOLE FRAME AND COVER r MN ka'Ll •r ;a I j z 10 'Yl*'LL FRAME BASE FOR ANCHORS r•; GRADE crrjl 111 1 NEOPRENE -1/2"MIN THICKNESS °PRECAST REDUCING SLAB r SCALE: NTS '2, SHEEP NO. STATION STATION PROJECT MH NEW CAA MH NO. AAA EXIST . SS -2 M 14 +41 SSMH21 810 -112 SS -2 M 15+97 SSMH2 -3 810.113 SS —2 M 16+71 SSMH24 810 -114 SS -10 ALLEY 3 +75 EX,SSMH 102 NONE SS-10 ALLEY 5 +46 SSMH10 -1 810.115 SS -12 IS. ALLEY 2+831 SSMH12 -1 810 -116 SCALL U 7 F S a c E F. [' 2" TICK TYPE 316 STAINLESS STEEL •1 TO MANHOLE WALL NE %- DIAMETER 16 STAINLESS STEEL ANCHOR EACH END � r • ♦ . w r SCALE: NTS T, 0 w 01 1� ti a N w � — NEW KC il?:4 ! r s I. • ! vp ` OR t, ��IIMMMF.Mfl: Fe 13, OR SCALE: NTS PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, MiL CH2MHILL r ATITA TEMP CHANNEL, SEE NOTE 6 --- r _ - 50 _ SANDED PVC PIPE COLLAR 84° MANHOLE TYPE 3 r SEE NOTE 5 I I �L-w- SEE `--• MH STEPS TOP SLAB OPENING, SEE NOTE 7 PERMANENT CHANNEL AND SHELF Z O w uj 2 0 ru W�.yr f� N U CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE Sw M STREET SE NUMBER NUMBER GRADE SEPARATION IC201A SANITARY SEWER DETAILS CONTRACT NUMBER i 11-01 SHEET M • t •9J C195 N Nr i r i 0 r r � a r s mi SCALE. N 1 S NOTE- im j ow � .............. f it-lea] 2-#5 DIAGONAL j(4) LOCATIONS) EACH FACE AI z 0 CL ua t� W Q r N U C195 0 N rn Q 00 m 12" i _ _ W 8T — P — 1921059003 COLBY ADELE 810 M ST SE = - — .__..... _ i \ 182105 195 L . ----- __j KC IHOUSIN UTHORITY Y ( RCP ) —0 1117 TH ST E 100.50, ATION GAGE __ _. _u__ . _ ___ ____.._. _ c §P >— ; __. _ _ _ _ C _ _ _ G _ / G G V M ST SE 10+00 -- _ 11+00 6 o• 12 +00 f— i iLj N :63-__ G G_ I -- - -G 6 - -��13 Z - _ W }r 8T . _ _.__. _____ B T r T BT BT BT CD - _ _ 7 P — HYDRANT M 10 +20.09 4 34.8' RT FH 4317 M 12 +61.3 4 9 38.1' RT FH 4318 iRE „ 1821059258 STANDPIPE ° AUBURN AERIE M 12 +65.19 BLDG SPRINKLE 5 2298 INC 40.9' RT STANO iE 702 M ST SE 7 WATER CONSTRUCTION NOTES: INSTALL NEW HYDRANT ASSEMBLY, PER CoA STD DET WATER -07 INSTALL %" WATER SERVICE WITH 1" SERVICE LINE PER CoA STD DET WATER -13 AND WATER -16. RECONNECT TO EXISTING SERVICE ON PRIVATE SIDE OF METER. ADJUST VALVE BOX TO FINISHED GRADE. PER CoA STD DET TRAFFIC -12 7� REMOVE STRUCTURE AS SPECIFIED REMOVE EXISTING WATER METER BOX. REMOVE OR ABANDON EX WATER SERVICE LINE. 10 DEPTH OF EXISTING UTILITY HAS NOT BEEN VERIFIED. CONTRACTOR SHALL FIELD VERIFY PRIOR TO TRENCHING. LEGEND: 7602 = VALVE NUMBER GENERAL WATER LINE PIPING NOTES 1. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. SHOWN ON DRAWINGS. 2. SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. 3. ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED, EXCEPT FLANGED, WELDED, OR SCREWED PIPING, SHALL BE PROVIDED WITH CONCRETE THRUST BLOCKS AT ALL DIRECTION CHANGES, UNLESS OTHERWISE NOTED. 4. FOR NEW PIPES THAT CLEAR AN EXISTING PIPE OR UTILITY BY LESS THAN 6- INCHES, REFER TO SECTION 7- 08.2(8)a FOR ADDITIONAL REQUIREMENTS. MINIMUM CLEARANCE BETWEEN NEW PIPE AND EXISTING UTILITIES OR PIPE TO BE 1.5 FOOT UNLESS INDICATED OTHERWISE ON DRAWINGS OR APPROVED BY THE ENGINEER. 5. LOCATIONS AND OTHER INFORMATION SHOWN FOR EXISTING BURIED UTILITIES WERE OBTAINED FROM AS -BUILT RECORDS, FIELD LOCATING AND OTHER DATA. THIS INFORMATION IS PROVIDED FOR CONTRACTOR'S CONVENIENCE ONLY. THERE MAY BE DISCREPANCIES AND OMISSIONS. CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION PRIOR TO EXCAVATION AND MODIFY ALIGNMENT AND DEPTH AS REQUIRED AND APPROVED BY THE ENGINEER. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION UNLESS PLANS OR SPECIFICATIONS INDICATE OTHERWISE. 6. REFER TO CoA STD DET TRAFFIC -03 FOR TYPICAL PIPE TRENCH DETAIL. 7. FOR WATER MAIN BLOCKING REFER TO TABLE ON SHEET WAD -1 AND CoA STD DET WATER -01. 8. FOR LOCATIONS WHERE WATERLINE IS INSTALLED 3 PRIOR TO ROADWAY EXCAVATION, REFER TO DETAIL STD -2 SHEET MAP 061 � :: III 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE - ---- -- — - �-- - -- - -- -- -F I CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 0 +00 13 +00 10 +00 11 +00 1 +p® 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 N D t R DRAWN TO SCALE SCALE MAY BE D STORTED FR U T BY DATE s,11 _ R O. a e WVlSlon I OM REPROQ C ION REVIEWED BY: DATE: PROJECT Drawn EW 8/26/2011 ooELC.F M STREET S E NUMBER These drawings conform to the -- wary Sy CITY OF -. r PUBLIC WORKS DEPARTMENT C201A C� Reviewed EWh 8/26/2011 • GRADE SEPARATION Z z Contractor's construction records. ¢ �r� 4 Approved 11301 8/26/2011 25 West Main Street t +l IAV40®w in CONTRACT .. Dr ^iA Rbar% or WATER NUMBER 11 -01 PLAN AND PROFILE SHEE WA -1 10500 199 Z 0 Q Q a W co W W W 0 Q 0 N U C195 0 N r r Q d' Cfl SEC. 18, T 21 N, R 05 E, W.M. FOR 6TH STREET - �--- ��p ^�•• --- DWG WA 6E SEE f M 16 +06.3 19.0' LT f , 71 60 $3 M 14 +52.60 1 21=2 RT 1- FL 18" TEE _ - 1$21 59041 ENE N J i E__j {, �� � 1- FL X FL 18 X 8 REDUCEF� � � j & N L IBC H USING UTHORi 3 FL X MJ;12 SATE VALVE - - 1 L !' -GAS -VALVE , W, t 1129 ¢ T SE 1116 6TH S SE 1- THRUST BLOCK - ' 18 BO Y VALVE ui ' _ VALVE #7580 -7582 r BP --�-- 1 -FL X RJ j 8 ADA1? R. 8 L 2 1- FL X FL 18' 12" UCE f, L=-� - 1- FL X MJ 12 / '. " ~' VALVE #7584-7 8 W DI CL 52 — — 7584 �, g ol i G- f SD SD SD -- _ _- � M 13+10.8," _RT I C G p 1-1 "C PLI 3 8 ss " c ss 75 5 RJ � 8 00 — `" r. o w 75 6 cra O O a �—�-- _ — — — G G — G 14 +00 — — — — G ud M ST S� 1 12" DI CL 52 I i _ 8 lop ' 7580 I x a� x x a�— x-x �nxx -x-- _ x- X- x x x x x; x --x 1 �-- ^- - vvx X -x--� x x x4 x x o._. ___ _ BT — 0 BT— _._ - T C) � METER 7 ��. -�-- ...__. ..... ,--_ .�..._... -.. - O 7582 7581 tt� -- - p i HYDRAN,T'� t" c + ...._ t4 4 7 7 to r- p —' ---- p ; 7583 — - M 13 +33.00 16.5' RT P -"- t M 13 +45.00,21.5' RT --- P WATER CONSTRUCTION NOTES: REMOVE WATERLINE TO INDICATED LIMITS OR AS NEEDED TO CONSTRUCT IMPROVEMENTS CONNECT TO EXISTING WATER LINE VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION 7� REMOVE STRUCTURE AS SPECIFIED CONSTRUCT NEW WATER MAIN. TYPE, SIZE, AND LOCATION AS SPECIFIED QREMOVE EXISTING WATER METER BOX. REMOVE OR ABANDON EX WATER SERVICE LINE. 10 DEPTH OF EXISTING UTILITY HAS NOT BEEN VERIFIED. CONTRACTOR SHALL FIELD VERIFY PRIOR TO TRENCHING. LEGEND: 7602 = VALVE NUMBER z 0 a ui w w w 0 N U C195 0 N a 0 ti r r —MATCH TO DWG WA-7 • p SEC. 18, T 21 N, R 05 E, W.M. Cn 2 M 19 +40 31.5' LT X-X 7X-X--X- X(- )w X -X--x- k-)E(-* X• -Xw-x- )�X-X -X X- --X-X- )w -x- 7-fix -x-X xv 0 �"— SD- 8 RJ M ST SE - s 1 21f } � �--v X�-.X ---X I X---X ;�- SD SD --�— HYDRANT W Z Cn 'n D_ r O D o w, +, 1 rem 1821059045 I BNSF I i� 1021mma-A arm STEEL CASI 1 m. ... S 07►, 3915500105 HELM, STEVEN E 407 M ST SE Mum c-i • III III II I ��� 95 •, • • 75 70 65 -- Fiie: 382424WA1 pp.dgn %W"A6sro n I `.M WATER CONSTRUCTION NOTES: REMOVE WATERLINE TO INDICATED LIMITS OR AS NEEDED TO CONSTRUCT IMPROVEMENTS 2" BLOWOFF ASSEMBLY, PER COA STD DET WATER -03 MODIFIED TO USE A TYPE 1 CATCH BASIN WITH SOLID COVER CONNECT TO EXISTING WATER LINE VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION INSTALL NEW HYDRANT ASSEMBLY, PER COA STD DET WATER -07 REMOVE STRUCTURE AS SPECIFIED CONSTRUCT NEW WATER MAIN. TYPE, SIZE, AND LOCATION AS SPECIFIED QREMOVE EXISTING WATER METER BOX. REMOVE OR ABANDON EX WATER SERVICE LINE. 10 DEPTH OF EXISTING UTILITY HAS NOT BEEN VERIFIED. CONTRACTOR SHALL FIELD VERIFY PRIOR TO TRENCHING. LEGEND: 7602 = VALVE NUMBER SHEET MAP N.A.V.D.88 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 PROJECT M STREET SE NUMBER NUMBER GRADE SEPARATION C201A CONTRACT WATER NUMBER 11 -01 PLAN AND PROFILE SHEET WA -3 1070F199 Z 0 CL w co w w w a N U C195 0 N r a N ti Lo SEC. 18, T 21 N, R 05 E, W.M. lr RAMA • / � ' III • • • -® °° Imo® /.� 4�./ "�i.�� / /�/� /er.��'�'_. ® �,.•0 ®� ��Ji W: �nff I �. ' �. fGtj.j• a �� 1�1 ma c ft i v— __•_..... 3D SD f IIII�I III IIIL ,� `+`!�� � �,•• 00 4 :: SD . . Q _ o . 1 1 e • ' a� + - �, +u a _.. „. -1 sj • • . . 11 - • 1 1 ..j��_� ice.. AJ 12" rFARyST 45 B BLOCK ����� III 111 IIIMMIIIII�IIII10 :rr;rsri�rr�ssA VA A VA M r.A-.A rA oi WATER CONSTRUCTION NOTES: REMOVE WATERLINE TO INDICATED LIMITS OR AS NEEDED TO CONSTRUCT IMPROVEMENTS CONNECT TO EXISTING WATER LINE VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION INSTALL 3/" WATER SERVICE WITH 1" SERVICE LINE PER CoA STD DET WATER -13 AND WATER -16. RECONNECT TO EXISTING SERVICE ON PRIVATE SIDE OF METER. 7� REMOVE STRUCTURE AS SPECIFIED CONSTRUCT NEW WATER MAIN. TYPE, SIZE, AND LOCATION AS SPECIFIED QREMOVE EXISTING WATER METER BOX. REMOVE OR ABANDON EX WATER SERVICE LINE. 10 DEPTH OF EXISTING UTILITY HAS NOT BEEN VERIFIED. CONTRACTOR SHALL FIELD VERIFY PRIOR TO TRENCHING. LEGEND: 7602 =VALVE NUMBER z 0 a w co 0 N w W�/ ILL co N U C195 0 a d' 0 O ~ SD_ / U Q o0 2 o° N m_ 09 N — __ W__ _ — SEC. 18, T 21 N, R 05 E, W.M. f f 73354 `265 ( 1821059086 OBERTS,I ' ESSE B PIEZI, VICTOR & SOTO, ORM 211 M ST SE 217 M SE L ( i..._ J_ .___ W __J_ . ___.. - __ _ W . — - 12" -- - W - ._,- .,.___ --- - _ v _ __ __ _ — G SD _ SD— SD-- C — Sp— SD D— __ C SD— SIS Ss 26+ 00 ISIS M ST SE 28 +00 29 +00 HYDRANT ...._._ W 7604 p — — ..,..._... C} ._...... _......... ....._._.. No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION These drawings conform to the K z Contractor's construction records. o H U Drawn By: Date oLL oW WU w BY DATE Drawn EWH 8/26/2011 Reviewed EWH 8/26/2011 Approved BOS 8/26/2011 (214981 15 M 25 +82.97 CHAVIS A NETT y 40.3' RT 4 F 302 MST SE FHG 4320 2149800204 f 2149800200 ° 2149800201 fi 21498 `0202 __ _ ___ W TT, Eiw f SNELL, KENNETH W I f ( RAPPE, WILLIAM M f , JENNINGS, TIMOTH f f cn W 1101 3RD ST SE E _ & KAREN P 208 M ST SE f ' 202 M T SE AS 212MSTSE31 - 21 9800213 t/ DARNEIII WILLIAM F' 1102D ST Q SE � ) C 95 .Q ...... . ... _ XISTING GROUND 90 T CENTERLINE ........ ......... ........ ...... . ......... O ::::::... EX 6" H G 'I O .. ......... ... .... ......... .. ....... :- -?:... ..... .. .... ---:. — ..... ........ ::::::::: —: ... :.. —:. r-`-' . -`-- -- ... ----.. ........ ..:...... ::::::: : ..... :::: 'EXIST 12" W 1 ::: :::::: ::::::::: ::::: ::::: $�J �. __ __ . __ --- ......... ......... ......... ........ . ........ ...... — ... — --- ---. _ ........ ........ ..... .... ........ ......... ......... :..::: ;:::..... :::::::: 80 Q -. 7-- ........ - ........ ......... ......... ... ...... ......,... ........ ..... ......... ..... ......... ......... ......... ......... PROP, 18" SD:::: ...... ... -. .. ......... ......... ......... ......... ... .... ......... ......... ::::::::: .. ......... :.... ....... . .... ......... ......... ......... ......... ......... ......... ....... .. ........ ......... ......... ......... 70 ......... :::.... . ...... .. ......... ......... ......... ....... . -- ........- ...... ....... .. .... ......... .... ......... ......... ... ...... . .. ...... .. ..... ... ......... ... .. ......... ... ..... ........... .. . . ... ... . ....... ......... . ......... ..... ... ......... . ......... ... ...... ......... ......... ......... ......... ......... .. ......... .... ..... ... ...... ..... ......... ......... ......... ......... ......... ... ...... ......... ......... ......... ......... ......... ......... ......... ........ ......... ... ......... 25 +00 26 +00 27 +00 28 +00 29 +00 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION These drawings conform to the K z Contractor's construction records. o H U Drawn By: Date oLL oW WU w BY DATE Drawn EWH 8/26/2011 Reviewed EWH 8/26/2011 Approved BOS 8/26/2011 SCALE. ONE INCH � AS DRAWN � 17 ay File: 382424WA1 pp.dgn LS �y 0� GIST . G (''TTV nZ PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington WASHINGTON �� : KJA I I�1 REVIEWED BY: DATE: E W • 75 01 WATER CONSTRUCTION NOTES: INSTALL NEW HYDRANT ASSEMBLY, PER CoA STD DET WATER -07 ADJUST VALVE BOX TO FINISHED GRADE. PER CoA STD DET TRAFFIC -12 Q REMOVE STRUCTURE AS SPECIFIED 10 DEPTH OF EXISTING UTILITY HAS NOT BEEN VERIFIED. CONTRACTOR SHALL FIELD VERIFY PRIOR TO TRENCHING LEGEND: 7602 =VALVE NUMBER 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 M STREET SE NUMBER PROJECT NBER R GRADE SEPARATION C201A CONTRACT WATER NUMBER 11 -01 PLAN AND PROFILE SHEET WA -5 1090F 199 Z 0 w co 0 W W Q 0 N 0 C195 105 4 w 105 w. Revidon 134, WAI A-2 0 20 40 60 HORM GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE N.A.V.D.88 CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.SDa.533.259I PLEASE CALL BEFORE YOU DIG FOR 8 UTILITY LOCATE 'l.8.4?a4.S55S M STREET SE UM T BEP GRADE SEPARATION C201A O7RAT WATER NUMBER 11-01 PLAN AND PROFILE SHEET W" oor A*-%w r%I- V I z10 O w Q OD ti SEC. 18, T 21 N, R 05 E, W.M. FOR S -ALLEY WATER MAIN, SEE DWG WA -7 71�xao1 (-7116000835 FOR M STREET WATERLINE SEE DWG WA -2 i a. a 1 105 :::: Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY I DATE Drawn EWH 8/26/2011 � zz y _ v 0 LL w U These drawings conform to the Contractor's construction records. Drawn By: Date Reviewed EWH 8/26/2011 Approved BOS 8/26/2011 z Constructio cti File: 382424WA1 pp.dgn ..... ..... ......... 0) w w 100 .... ........ Z Z EXISTIN GROUND . o� U . . : : . . . . . .. . . . . . . AT CENT RLINE : ..... ......... ........ ......... . .....;.. 0 iY O .. .... .... . ... ... ......... EX :6..W '� v) CO co X . ... .... — --- — — _ . . . . - . . . . . . . . . . . . . . w PROFILE :" :95 : X 6 W 1 'Ex 2"G 10 .. ... ....... ...... . ......... ..... DEDUCE .. ......... . -- E 2" G : : : : : : : ......... ......... ...... .. ...... 0, REDUCER ......... 85 ..... N U �. tf> U t . eld .wU p _ Z .. ._.. ... r—r aD.. - ... . I X . u-) -j "Nm m .. m c� . W- . . . . . OP:18 ": SS : .. . . .. . . . :: c�i V- : a. > oC WO : W:::: ::: :::::: ::.:°'ri WM w . O Z ��H:�� r- <C W cA F' cn X w ... :. a`"'• O �w a cnt� cn Q :: REDUC R Co w - :RE ....... UCER! m c=, . ......... ....... ........ , ....... I— — . + U).p U . +. .... o . . 6T 68 ±23.32 :IE 90:1: . :. tl! a. ...... ,� G ....... O MW ao ~� co_ _ _ US PIPE DEFL CT1tON - . 6T 68 ±88.67 :IE 87:3. .... wry z W W Co v-v TO BE D; 4 DEGREE ZTICAL MAX TCAL BEND ZH O ... ...... .... PE JOINT 4 EG MAX. PE JOINT 2 S. ICKS 41 LF:12' DI CL 52 SEE . . .. . . U'S 67 LF 6" I WATER AIN DWG ::::::: CL 52.W TER MAIN . ... 47 LF 8" DI CL 52:WAT R MAIN :.. ::::... RESTRA NED JOINT WA -2 o ........ . 66 +00 67 +00 68 +00 69 +00 70 +00 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY I DATE Drawn EWH 8/26/2011 � zz y _ v 0 LL w U These drawings conform to the Contractor's construction records. Drawn By: Date Reviewed EWH 8/26/2011 Approved BOS 8/26/2011 SCALE: AR ONE INCH DRAWN Constructio cti File: 382424WA1 pp.dgn 1"i1ry nz v M _ PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington WASHINGTON CH2MHILL SAe11WiTI=T�7 3'fi 105 DATE: 1s 95 •( 1+: � • ..r, WATER CONSTRUCTION NOTES: REMOVE WATERLINE TO INDICATED LIMITS OR AS NEEDED TO CONSTRUCT IMPROVEMENTS CONNECT TO EXISTING WATER LINE VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION INSTALL NEW HYDRANT ASSEMBLY, PER CoA STD DET WATER -07 INSTALL %" WATER SERVICE WITH 1" SERVICE LINE PER CoA STD DET WATER -13 AND WATER -16. RECONNECT TO EXISTING SERVICE ON PRIVATE SIDE OF METER. CONSTRUCT NEW WATER MAIN. TYPE, SIZE, AND LOCATION AS SPECIFIED 10 DEPTH OF EXISTING UTILITY HAS NOT BEEN VERIFIED. CONTRACTOR SHALL FIELD VERIFY PRIOR TO TRENCHING. LEGEND: 7602 = VALVE NUMBER cucc-r RAAr7% 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 M STREET SE NUMBS T NUMBER GRADE SEPARATION C201A CONTRACT WATER NUMBER 11 -01 PLAN AND PROFILE SHEET WA -6 11OOF1 9 O a w co w d c� w W U) T Q N U C195 i co I TEE 1 SEE DWG WA-6 - FOR 6TH STREET WATERLINE SEE DWG WA-6 0) (P 71" c/) Elm CONC DWY 7116000 815 (7116000805 �RIZA; HELMER, SALLEY 2+58. 1 k7l i4T "MAC MORTGAGE, LL CAP 2" WATER MAIN I & LYDIA 506 L PL SE 1 111 6TH ST S� 8 2" COPPER (71160008-0-0-) I — 4- p— p— L —1 —wTER MAIN7 p m— — —G1 Tf OMAS, RUBY (n cn & KAINBER, RUSSELLI m 502 L PL SE EY q c c m 101 LTZ R (7116000 IER, RICHAR, 1505MSTSE � i o, MATCH TO DWG WA-3 3+00 U) ;o OD SEC. 18, T 21 N, R 05 E, W.M. �AT E R (Typ) N. ALLEY 3+83,4.3- RT CAP 2" WATER MAIN 13 -n I it GARAGE ALLEY 3+89 5 I X11.5 RT F I F I 65 LF PRIVATE 3/',' WATtR—SE—RV-10E LINE 0 > (3915 V�O-0-1 -0-5) 01 HELM, STEVEN E. ti 407 M ST SE 5 Im i i ti cn cn m N. ALLEY �FAA >1 (3915500115 I BOYETT, DAVID L 1120 4TH ST SE CONC oo DW WATER CONSTRUCTION NOTES: INSTALL %" WATER SERVICE WITH 1" SERVICE LINE PER CoA STD DET WATER-13 AND WATER-16. RECONNECT TO EXISTING SERVICE ON PRIVATE SIDE OF METER. CONSTRUCT NEW WATER MAIN. TYPE, SIZE, AND LOCATION AS SPECIFIED DEPTH OF EXISTING UTILITY HAS NOT BEEN VERIFIED. CONTRACTOR SHALL FIELD VERIFY PRIOR TO TRENCHING LEGEND: � = VALVE NUMBER SHEET MAP 001 W., XrA 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 M STREET SE PROJECT NUMBER GRADE SEPARATION C201A CONTRACT WATER NUMBER 11-01 PLAN AND PROFILE SHEET WA-� 1111OF1991 Z 0 w cn w a ui co C195 TEE SEE DWG WA-8 G cn B T T p rx --x -x w FOR 4TH STREET WATERLINE SEE DWG WA-8 0 WATER CONSTRUCTION NOTES: INSTALL %" WATER SERVICE WITH 1" SERVICE LINE PER CoA STD DET WATER-13 AND WATER-16. RECONNECT TO EXISTING SERVICE ON PRIVATE SIDE OF METER. CONSTRUCT NEW WATER MAIN. TYPE, SIZE, AND LOCATION AS SPECIFIED DEPTH OF EXISTING UTILITY HAS NOT BEEN VERIFIED. CONTRACTOR SHALL FIELD VERIFY PRIOR TO TRENCHING LEGEND: � = VALVE NUMBER SHEET MAP 001 W., XrA 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 M STREET SE PROJECT NUMBER GRADE SEPARATION C201A CONTRACT WATER NUMBER 11-01 PLAN AND PROFILE SHEET WA-� 1111OF1991 Z 0 w cn w a ui co C195 N Q M 00 & SHELLENE 733540021 SEC. 18, T 21 N, R 05 E, W.M. 6+25,14,81.1- 326 L ST SE LL P N, IVG_ METER _- �_.._. _ E _ c I 1{ N I 1- 6 COUPLING I 4TH 46+77.25,16.2- LT ! CHHIN, MALIN ; II co W 1- FL 8 TEE �� ,4TH 4 T+ .8 1107 4TH ST SE — -.- _,..._...._. — — — -- — — ■ ' U) I I.E 3- FL X MJ -GATE. VALVES 28.4' LT 5 7335400216 6 — — -- — — —' i x 8 a 1- FL X 6 REDUCER f (25 LF) J I,� J/ 7335400225 SO I P 1- THRUST BLOCK 13 8" W DI L I I VALVE # 7594 -7596 CITY OF AUBURN ' E; 8 C 52 I ..J I 4, +97.6 I 327 M ST SE ss 4 +08.25 • � LT 5 i 4TH 46 +15 14.8' LT I 28.0' L 4 1- 6 COUPLI G I Hf4322_ c T R a. 1- FL 8 X 6 R DUCER 1- FL X MJ AD A TOR � � / :� B _�.. �i ...�... 7594 � ` 4C/ 7595 ._x _x - a a< �� a-x—a< a x -x x I / 1 x - �, x s TH 49 +37.75 FOR STREET - WAT LINE SEE -- - - _� i I ■ 0 I 1 28.9 LT 4 :) DWG A-4 i i f a " FH 4323 SEE 2 , 8 7596 HYD T 7 8 x _ /�.. --•-- --I x +pp 5 4TH 49 +12 49 +00 7607 50 fl0 46 +00 a x 47 +10 ! I 28.5' RT ' 7606 4TH ST SEX x ______ x �c+ SD Sb � E F.r. _..._ -- °'.- ..�._ -- v7D ��.- ..._.._. —._ d?G/ ._..._..- .,........- .... - -,- -- -`"' SD— METER -. ...»._... k f _.�._ ��.'© -._`^ r t i 7� 7597 I I ; [t, ,.,�.. ... - m_ r �. �• �1.. -. -SIB -Y� �- - 3 3 { � i 3 ,N j <D TEE -r- P — P 7 2 5 4TH 47 +78 25.5c I : i SEE DWG WA-4 4TH 46 +77.2 9.0 RT I 28.4!-RT 25.3' RT 5 W a ___T -- W _ 3915500116 1_ MJ 8" 90 DEG BEND °- i o ( -•� ; I `—' I — 1 THRUST �l 1 I �_ 7 Q ; 4' H 48 +32.5, 11.0' RT ITY OF AUBUR ! I I i c li - , - g 4TH 4Z�05 �a.L I 1 FL 8" X 2" TEE I 401 MST SE I E I; I ICJ 8�,1 EG BEND Z W 1- 8 +11.25 DEG BEND 1- THR<<9ST BLOCK i I FL X MJ 2" VALVE I ~ I I 1- TH UST BLOCK 2 FL X MJ ADAPTORS 4TH 46 +82 33.5' RT t ARP RT I 1 �� VALVE #7597 I _,_m �, _ _-- I METER BOX SERVICE �- I 3915500116 ~ 3 c ( m ( 39 5500085 I , (� CL i BOYETT, DAVID L - STA LEY, KEIT 1120 4TH ST SE I a I I-.. 2" W COPPER 8 FOR N. ALLEY P WATERLINE SEE DWG WA -7 I 1 I ...... .... . ........ ......... ......... .. ...... .. 1. P OP 12" SD ....... . ......... .. . ... ...... REDUCE o .... ......... .. J .... . E .. . 1-- p , ca EXISTIN GROUND .... 95 .. .. .. ... .... .... �' . co:::::: �:: ::: AT CEN ERLINE :.. --t er% �— Cl a . . ... 95 ......... :: .... . ....... .. . . ... ......... ......... -- «� . ; X .. . ... X w 0- .. C� 1- 1r x ....... ........ ... a m EX 6 w o z ... WW .... ...... ........ ......... . ......... ... W' .:: 1. �. — T. ! W —713 ......... : .... 90 ___ __ W w ca 90 --- - P OFILE . ... o I— tin W" ......... ......... . .. ... 85 :::..:EX 6' W 10 :::: :: :::::: :::::: ::: 85 ... .... w z z z� z� ,�, z z :. ... . ... z Z 04 �_ 00 00 X COMO' H 80 �,.,� ., z �, r o _ r w _ o z w m . cam -- - m... - . WW.. - - U W >�. ,, o:: W: ►� " co N o:•.0- to co J z z :+ ; . U •-,� o ~ ::: "r F- ::: �` F- Q • tt > f3_: W w Gl > (r > W W 'V ..:. d:. • " (� .. :QzO QN�� J' r.(J). QO�L' 6, WWWo. . m .m ,�- W Q W W Q CU _ co U W L� ::a : T- w I-- W v7 . W W �.z .. ao.. U ... ::: :....... . uj� :.... U.. x :W . _ ::. 1. ._::: ::: "zW:O: +'Q.. =�tZ O :� ::: Z "O :::.. -:: CL' :: :::: X .. .......: . ua a, -- O = _ a t� o -, w ...... 4 .: g +: 78 33 . .... . w ..... . 75 W fY Q LLJ 1Z- Co ;� ~ � 1 �.r, D. t� z -- - - -- W Er " ......... : ZH-a w�Q:o _ z.� ..::: : :: ::::::... ..... ��" ww .. .. ... TO ACHI VE VERTIC L ....... ...... ..... ..... ... .... ....... . p� r g pWw ... ... OQ wO�.z t -m.a PROP 18" S �I-ma. BEND, :4 EGREE M ...... . .... .... :.. LL 392 F 8 DI CL 5 WATER M IN . ;PER JOI: T ......... . ....... 46 +00 47 +00 48 +00 49 +00 50 +00 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE ,e REVIEWED BY: _ DATE: Drawn EWH 8/26/2011 d� ,►' % �, These drawings conform to the Reviewed EWH 8/26/2011 '` ,��, M ,/ G CITY OF � . �. ��` PUBLIC WORKS DEPARTMENT z z Contractors construction records. o Approved BOS 8/26/2011 y 44 25 West Main Street Drawn B Date Pro ct Manager p v Y SCALE: Auburn, Washington n,v,M WASHINGTON 4271 ONE INCH .�' ow Construct' ion AS DRAWN �'`F �1� onstruct' n Manager l! W U .� t `/ -7 j '�SIONAL �� l L I f I—File: 382424WA1 DD.dan I CH2MHILL WATER CONSTRUCTION NOTES: REMOVE WATERLINE TO INDICATED LIMITS OR AS NEEDED TO CONSTRUCT IMPROVEMENTS CONNECT TO EXISTING WATER LINE VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION INSTALL NEW HYDRANT ASSEMBLY, PER CoA STD DET WATER -07 INSTALL %" WATER SERVICE WITH 1" SERVICE LINE PER COA STD DET WATER -13 AND WATER -16. RECONNECT TO EXISTING SERVICE ON PRIVATE SIDE OF METER. REMOVE STRUCTURE AS SPECIFIED CONSTRUCT NEW WATER MAIN. TYPE, SIZE, AND LOCATION AS SPECIFIED 10 DEPTH OF EXISTING UTILITY HAS NOT BEEN VERIFIED. CONTRACTOR SHALL FIELD VERIFY PRIOR TO TRENCHING. LEGEND: 7602 = VALVE NUMBER SHEET MAP 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 N T M STREET SE NUMBER GRADE SEPARATION C201A CONTRACT WATER NUMBER 11 -01 PLAN AND PROFILE SHEET WA -8 1 120F 199 z 0 a. W co 0 w W U) 0 N U C195 0 N Q Lo cn x --- _ S - x3 z 20 00 F- i a. a �— FOR M STREET WATERLINE SEE DWG WA -2 a w SEC. 18, T 21 N, R 05 E, W.M. BP 22 +52 4 90.5' LT FH 4324 8 "WDICL °c �BP 21 +99 32.5' L uj W E 812 "WDICL52 21 +00 BP -LINE w rN 1821059281 PARK AT AUBURN, { LLC i 510 MST SE _- -- -- - 1 - 8" COUPLING 3 CONNECT TO EXISTING 8" W APPROX IE 92.0 CONTRACTOR SHALL POTHOLE TO CONFIRM LOCATION AND DEPTH AT CONNECTION POINT 10 ASPH PKG LOT W w �8 "WDICL52 APPROX. 180 LF 7� HYDRANT BP 229 :00, 75' LT 1- MJ 8 "; DEGREE BEND 1- THRLI� 11 22 +37.00, 22.5' LT 7599 ' "- 5' STUB, 12" W AND CAP 7600 WITH MARKER FOR FUTURE CONNECTION 22 +70 1821059258 AUBURN ERIE 2298 I C 702 M S` SF - --- _ _ w— ____- -V --- w lt O w Constru o ecti ONE INCH A „2T1 LQ �Q w U �° DRAW ,r CISTfA" FSSIONAL File: 382424WA1 pp.dgn WASHINGTON CH2MHILL onstruct' n Manager WATER CONSTRUCTION NOTES: 2" BLOWOFF ASSEMBLY, PER CoA STD DET WATER -03 MODIFIED TO USE A TYPE 1 CATCH BASIN WITH SOLID COVER QCONNECT TO EXISTING WATER LINE VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION INSTALL NEW HYDRANT ASSEMBLY, PER CoA STD DET WATER -07 REMOVE STRUCTURE AS SPECIFIED QCONSTRUCT NEW WATER MAIN. TYPE, SIZE, AND LOCATION AS SPECIFIED 10 DEPTH OF EXISTING UTILITY HAS NOT BEEN VERIFIED. CONTRACTOR SHALL FIELD VERIFY PRIOR TO TRENCHING. 11 2" BLOWOFF ASSEMBLY, PER CoA STD DET WATER -03 LEGEND: 7602 = VALVE NUMBER N.A.V.D.88 0 20 40 60 HORIZ. GRAPHIC SCALE 0 5 10 15 VERT. GRAPHIC SCALE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 NUMBER M STREET SE �JMBER GRADE SEPARATION C201A CONTRACT WATER NUMBER' 11 -01 PLAN AND PROFILE SHEET WA -9 11.30199 z 0 a¢. w U) 0 cr- I- w w w 0 N U C195 0 N O r Q O THRUST BLOCK FL X RJ 18" ADAPTOR IM-11111159-TWIA 18" BUTTERFLY VALVE (FL X MJ) EXISTING 12" DI TO BE REMOVED EXISTING 12" DI TO BE REMOVED 18" BUTTERFLY VALVE (FL) 4 .. • A 18" X 12" REDUCER (FL) 4. . FL X MJ ADAPTOR THRUST BLOCK " M 24+61.5 ENLARGED DETAIL SCALE: 1/4" = V -0" 8" Gi 8" X 6" REDUCER EXISTING 6" DI ril i i ENLARGED DETAII ---- - - - - -- -- - - - - -- SCALE: 1/4" = V -0" 18" TEE (FL) 18" X 8" REDUCER (FL) 8" GATE VALVE (FL X MJ) 8" DI CL 52 8" 90° (MJ) 8" COUPLING EXISTING 8" DI 3" COUPLING 6" DI CL 52 8" X 6" REDUCER (FL) 8" GATE VALVE (FL) 8" TEE (FL) THRUST BLOCK VALVE (FL X MJ) L) THRUST BLOCK x--12" 45° (MJ) THRUST BLOCK 12" 45° (MJ) 12" COUPLING EXISTING 12" DI FITTING TURN BUCKLE, TYP SHACKLE RODS, TYP. SEE NOTE 1-� CONCRETE - THRUST BLOCK COMMON BORROW COMPACTED TO TYPE C, TYP -� !I REDUCED PRESSURE BACKFLOW ASSEMBLY , SUPPLY AM SCALE: 1/4" = V -0" WA -4 A rr rrrr X �13o / o O ti >o. o O 1.0 aP. 0 .o. b o° o. o C oo °O 44 NOTES: 1) SHACKEL RODS AND BUCKLES TYPE ,. .OD SHALL BE THREADED ON ONLY. GRAVITY THRUST BLOCKS FOR VERTICAL BENDS , NTS Gravity Thrust Blocks for Vertical Bends F Sheet Sheet Location INST/ Description 6" MIN C D E D E C AND I Height (ft) Rod Diameter VALV M 13 +50.0, 21.5' RT 12" NE 4 B JU! 5/8" B 12( 8" I OL 2.5 F F M J WA -6 00 6" 11.25° bend r 2 2 K H ILI WA -8 4TH 46 +20.0, 14.8' RT 8" 11.250 bend 2.5 2.5 -t ji j1 I 5/81' 25.0 j, M 16+06.9, 22' RT HORIZONTAL 12" i,Dlo w 25.0 =�j, = M 16 +07.1, 36.6' RT 511k-:=k 51 450 bend 1000 8.7 WA -3 M 16 +11.7, 41.0' RT L 8" cn 1000 lid FROM METER WA -2 !I REDUCED PRESSURE BACKFLOW ASSEMBLY , SUPPLY AM SCALE: 1/4" = V -0" WA -4 A rr rrrr X �13o / o O ti >o. o O 1.0 aP. 0 .o. b o° o. o C oo °O 44 NOTES: 1) SHACKEL RODS AND BUCKLES TYPE ,. .OD SHALL BE THREADED ON ONLY. GRAVITY THRUST BLOCKS FOR VERTICAL BENDS , NTS Gravity Thrust Blocks for Vertical Bends F Sheet Sheet Location Pipe Size Description _ Length (ft) Width (ft) Height (ft) Rod Diameter WA -2 M 13 +50.0, 21.5' RT 12" 11.250 bend 4 3 3.0 5/8" WA -2 M 16+61.5,55.0- RT 8" 11.25° bend 2.5 2.5 3.0 5/8" WA -6 6TH 67 +81.5, 18.0' LT 6" 11.25° bend 2 2 2 5/8" WA -8 4TH 46 +20.0, 14.8' RT 8" 11.250 bend 2.5 2.5 3 5/81' kLL HEAT TRACE CABLE 'IPE INSULATION ON ALL ES AND EXPOSED PIPING MA 4X HEAT TRACE gCTION BOX WITH ►/240 ELECTRICAL TLET MATERIAL LIST: A) SERVICE LINE B) 90 BEND C) NIPPLE D) GATE VALVE E) REDUCED PRESSURE BACKFLOW ASSEMBLY (WATTS 009M2 OF 009M3QT) F) RELIEF VALVE G) TEST COCKS H) DRAIN TO DAYLIGHT GENERAL NOTES: 1. THOUROUGHLY FLUSH LINES PRIOR TO INSTALLATION 2. DIAMETER OF PIPE AND FITTINGS = 1" 1) ANGLE TYPE HOSE VALVE, 34" ACORN 8131 OR APPROVED EQUAL J) HOTBOX MODEL VG3000 OR APPROVED EQUAL K) PIPE SUPPORT (ON HOSE BIB ASSEMBLY) L) CONDUIT TO MPC PANEL M) UNION GENERAL WATER LINE PIPING NOTES 1. LAY F'IF'E 10 UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS SHOWN ON DRAWINGS. 2. SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. 3. ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED, EXCEPT FLANGED, WELDED, OR SCREWED PIPING, SHALL BE PROVIDED WITH CONCRETE THRUST BLOCKS AT ALL DIRECTION CHANGES, UNLESS OTHERWISE NOTED. 4. FOR NEW PIPES THAT CLEAR AN EXISTING PIPE OR UTILITY BY LESS THAN 6- INCHES, REFER TO SECTION 7- 08.2(8)a FOR ADDITIONAL REQUIREMENTS. MINIMUM CLEARANCE BETWEEN NEW PIPE AND EXISTING UTILITIES OR PIPE TO BE 1.5 FOOT UNLESS INDICATED OTHERWISE ON DRAWINGS OR APPROVED BY THE ENGINEER. 5. LOCATIONS AND OTHER INFORMATION SHOWN FOR EXISTING BURIED UTILITIES WERE OBTAINED FROM AS -BUILT RECORDS, FIELD LOCATING AND OTHER DATA. THIS INFORMATION IS PROVIDED FOR CONTRACTOR'S CONVENIENCE ONLY. THERE MAY BE DISCREPANCIES AND OMISSIONS. CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION PRIOR TO EXCAVATION AND MODIFY ALIGNMENT AND DEPTH AS REQUIRED AND APPROVED BY THE ENGINEER. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION UNLESS PLANS OR SPECIFICATIONS INDICATE OTHERWISE. 6. REFER TO CoA STD DET TRAFFIC -03 FOR TYPICAL PIPE TRENCH DETAIL. 7. FOR WATER MAIN BLOCKING REFER TO TABLE BELOW AND CoA STD DET WATER -01. Bearing Thrust Blocks I Sheet Location Orientation Pipe Size Description Soil Bearing Strength (psf) Bearing Area (FT 2)1 WA -2 M 13 +33, 16.5' RT HORIZONTAL 12" 22.50 bend 1000 10.0 WA -2 M 13 +45 21.5' RT HORIZONTAL 12" 22.50 bend 1000 10.0 WA -2 M 13 +50.0, 21.5' RT VERTICAL 12" 11.250 bend 1000 0.5 (min )2 WA -2 M 13 +60.1, 21.5' RT VERTICAL 12" 11.25° bend 1000 5.0 WA -2 M 14 +52.60, 21.2' RT HORIZONTAL 12" Tee 1000 25.0 WA -2 M 16+06.9, 22' RT HORIZONTAL 12" Tee 1000 25.0 WA -2 M 16 +07.1, 36.6' RT HORIZONTAL 8" 450 bend 1000 8.7 WA -3 M 16 +11.7, 41.0' RT HORIZONTAL 8" 22.5° bend 1000 4.5 WA -2 M 16 +36.65, 55.0' RT VERTICAL 8" 11.250 bend 1000 2.3 WA -2 M 16 +46.2, 54.4' RT HORIZONTAL 8" 45° bend 1000 8.7 WA -2 M 16 +61.5, 55.0' RT VERTICAL 8" 11.25° bend 1000 0.2 (min) 2 WA -3 M 17 +84.6, 50.9' RT HORIZONTAL 8" 90° bend 1000 16.0 WA -4 M 22+15,19. 1' LT HORIZONTAL 18" Tee (18 x 8) 1000 11.3 WA -4 I M 24 +61.5, 21.2' RT HORIZONTAL 8" 900 bend 1000 16 WA -4 M 24 +61.5, 19.1' LT HORIZONTAL 18" Tee (18 x 8) 1000 11.3 WA -4 M 24 +79.2, 19.0' LT HORIZONTAL 12" 45° bend 1000 19.5 WA -4 M 24 +87.5, 27.4` LT HORIZONTAL 12" 45° bend 1000 19.5 WA -6 6TH 67 +81.5, 18.0' LT VERTICAL 6" 11.250 bend 1000 0.12 (min)2 WA -6 6TH 67 +95.4, 18.0' LT VERTICAL 6" 11.250 bend 1000 1.2 WA -6 6TH 68 +05.2, 18.1' LT HORIZONTAL 6" 45° bend 1000 4.9 WA -6 6TH 68 +13.0, 10.5' LT HORIZONTAL 6" 45° bend 1000 4.9 WA -8 4TH 46 +20.0, 14.8' RT VERTICAL 8" 11.25° bend 1000 0.2 (min )2 WA -8 4TH 46 +31.0, 14.8' RT VERTICAL 8" 11.25° bend 1000 2.3 WA -8 14TH 46 +77.25, 16.2' LT HORIZONTAL O" Tee 1000 11.3 WA -8 4TH 46 +77.2, 9' RT HORIZONTAL 8" 90° bend 1000 16 WA -8 4TH 46 +96, 9' RT HORIZONTAL 8" 11.25° bend 1000 2.3 WA -8 4TH 47 +05, 11' RT HORIZONTAL 8" 11.25° bend 1000 2.3 WA -9 BP 22 +29, 12' LT HORIZONTAL 12" Tee 1000 25 WA -9 BP 22 +29, 75' LT HORIZONTAL 8" 90° bend 1000 16 s Refer to CoA Standard Detail Water -01 a Horizontal Thrust Component See Detail 4 "Gravity Thrust Blacks for Vertical Bends "' and Corresponding Design Table Z O Q CL LU w Q tY h w w co Q 0 N U C195 00 CL 00 si S2 S M St SE TOP 800-aw Dop COA-DET57 RI-1 3011 X 30" S3 CDC5 8 S 0E E t h St IS1 .�j COA-DET57 -T _j to- M 9+54, 22' LT 1 00 BEGIN IV I I w - li-r. END BEGIN SEC. 18(.--T-�21 N. R 05 E4 W.M. sI— — -1 — -7-- 1--,' S7 S8 (24 [ ENDS LBIKE LANE R3 -17C„ X 12" R3-17 1 30" X 24" 3 ir#j PAVEMENT MARKING NOTES: OPAINTED DOUBLE YELLOW CENTERLINE WITH RPM PER DETAIL B ON AUBURN STD. DETAIL TRAFFIC-43. PAINTED 4" WHITE SKIP LANE LINE WITH RPM PER AUBURN STD. DETAIL TRAFFIC-40. O8" WHITE PAINT EXTENSION SKIP STRIPE PER DETAIL D ON AUBURN STD. DETAIL TRAFFIC-43. PAINTED BIKE LANE MARKING PER AUBURN STD. DETAIL TRAFFIC-44. PAINTED 8" SOLID WHITE BIKE LANE LINE PER AUBURN STD DETAIL TRAFFIC-44. 3 BIKE LANE R3-17 30" X 24" S5 AHEAD R3-1713 30" X 12" 10 +14, 2 Z�R T ,O ! LIM] M 11+31, O'RT j 35 BEGIN TAPER 2401 X 3011 • • � O LT SHEET MAP 0 20 40 60 1 1 1 1 6mmmmm� mmvm��� GRAPHIC SCALE z 0 uj co Lu (D Lu Lu C195 7 SIGNING NOTES: ;- -- O SIGN(S) TO BE INSTALLED ON MAST ARM OR LUMINAIRE, SEE TRAFFIC SIGNAL OR ILLUMINATION PLANS FOR POLE LOCATION. M-LINE 9+00 M STREET SE 40:1 TAPER INSTALL NEW SIGN(S) ON NEW POST CD PER 10+00 I 11+00 12+ 40:1 TAPER 13 REMOVE SIGN AND SALVAGE TO CITY OF AUBURN MAINTENANCE AND OPERATIONS. T- - -_ "'- ~— -- -- Q O INSTALL NEW STREET SIGN PER AUBURN STD. DETAIL TRAFFIC-57. 0 M 9+54 -"T C) -X-1-111, BE' IN l' G- --7 BEGIN 3 BEGIN R3, , 11' RT 11 LT, MATCH EXIST S6 $'PEED 2 3 BIKE LANE R3-17 30" X 24" S5 AHEAD R3-1713 30" X 12" 10 +14, 2 Z�R T ,O ! LIM] M 11+31, O'RT j 35 BEGIN TAPER 2401 X 3011 • • � O LT SHEET MAP 0 20 40 60 1 1 1 1 6mmmmm� mmvm��� GRAPHIC SCALE z 0 uj co Lu (D Lu Lu C195 00 2 IL U') "A C14 T_ S16? SEC® 18, T 21 N, R 05 E,W.M. PAVEMENT MARKING NOTES: S17 S18 M St PAINTED DOUBLE YELLOW CENTERLINE WITH RPM PER DETAIL B 4 0 t SE 6TH 69+25 MATCH TO DWG CH-4 600-0- 16th S jjoj� ON AUBURN STD. DETAIL TRAFFIC-43. STOP 8+51.00 COA-DET57 -=T571 14' 14' PLASTIC 8" WHITE GORE STRIPE WITH RPM PER DETAIL A ON _j E_ _'T I - ._ 3 '5 ND TAPER,_5_5'_LT i AUBURN STD. DETAIL TRAFFIC-43. R1-1 S, 15 S141 3 3011 X 3011 PAINTED 4" WHITE SKIP LANE LINE WITH RPM PER AUBURN STD. BEGIN TAPER 5 DETAIL TRAFFIC-40. 3 BIKE LANE M 16+34,27.5_LT_/ BEGIN PAINTED TWO WAY LEFT TURN LANE STRIPE WITH RPM PER rt- 11 18" X 18" 30" X 24" DETAIL C ON AUBURN STD. DETAIL TRAFFIC-43. 133-17 STD. DETAIL TRAFFIC-37. W zo O PLASTIC 24" SOLID WHITE CROSSWALK STRIPE PER AUBURN U) 1Z - - - - - - - - - - - - -- csa 0 W PLASTIC 24" SOLID WHITE STOP BAR PER AUBURN STD. DETAIL 4 TRAFFIC-37. M 15+37 40:1 TAPER 10 M 15+56 , 275 r(-0 0 PLASTIC LANE-USE PAVEMENT MARKING DETAIL PER AUBURN 0 END ®I O STD. DETAIL TRAFFIC-35. F- W AL__ A00 M 4 �00 14+00 0 LO STREET SE 0 M-LINE 00 8" WHITE PAINT EXTENSION SKIP STRIPE PER DETAIL D ON 0 0 Nor 15+00 M 15+11, 9.5' RT 0 W AUBURN STD. DETAIL TRAFFIC-43. cr) E 0 16+00 5.8'R 40:1 TAPER M 14+86 D TAPER 17-; Uj < 7 PAINTED BIKE LANE MARKING PER AUBURN STD. DETAIL TRAFFIC-44. t- ® TWO WAY LEFT TEEN ARROWS C) PAINTED 8" SOLID WHITE BIKE LANE LINE PER AUBURN C) -M + 0 - I - - - - - - - - - ------- STD DETAIL TRAFFIC-44. + -17 LU M 14; 7, 3 .15'R 10 CY) E , j�� BEI -Z-, JI- q _13 CL 5 zo !Jill SIGNING NOTES: (0 i M 13+75 7� M 16+53, 2' RT U7 M 13+16.4 TWO WAY LEFT TURN ARROWS SIGN(S) TO BE INSTALLED ON MAST ARM OR LUMINAIRE, SEE TRAFFIC 10 9 END �jj 26.6° RT END (_1 5.5' LT & 6.09' RT SIGNAL OR ILLUMINATION PLANS FOR POLE LOCATION. IN S12 S13 BEGIN 26.6' RT S53 BEG 5.5' LT & 6.09' RT 5 PER 5 CD INSTALL NEW SIGN(S) ON NEW POST CHD -1 S9 1 S10 2 M 14+16.4 S19 REMOVE SIGN AND SALVAGE TO CITY OF AUBURN MAINTENANCE AND END 29.14' RT 6 M 16+80,9.5RT rM St 600- BIKE LANE St .SE (K) OPERATIONS. L 6th 1100 BEGIN MEDIAN TAPER DEAD TO R8-3A E COA-DET57 R3-17 CD Sil 30" X 24" 18" X 18" COA-DET57 C5 INSTALL NEW STREET SIGN PER AUBURN STD. DETAIL TRAFFIC-57. 'END I R1-1 6th St SE 1100 C7 INSTALL NEW BNSF SIGN PER 30" X 30" COA-DET57 W14-1 136" X 36" C8 INSTALL NEW SIGN ON BARRICADE BP 21 +00 SEE DETAIL BELOW RIGHT INSTALL NEW SIGN ON BRIDGE STRUCTURE + 4 00 S54 M 18+56 BP 21+00 SEE TWO WAY LEFT 101.9 ABOVE LEFT 3 7 eC III S60 TURN ARROWS �t 1 M 17+34 27.5' LT 3 10 --------- 0 z 2811 X 8" END 9 16 FT Z�_ W12-2a M 19+56 9 BEGIN 11 10 78" X 24" M _20+68 15 TURN URN ARRO 4 _7 U) Z t A M W L CY) 00 W SHEET MAP Uj z 9 F- > CL 0 CO + < LLJ L16 S52 CH-3 LLI -00 M STRLE1 6 F_ J 0 -2 CH- CH- Nor U W 1, +00 M7-LINE Ui _UD 00 21 3: �p O 40:1 TAPER 00 0 8 + + 0 C)i 61 2 7� OM4-1 18" X i\8\' zo + 4 0 20 40 60 7 C\I BARRICADE, TYPE 3 PER WSDOT STD PLAN WITH K-80.20-00, WI GRAPHIC SCALE 4 RETROFLECTIVE WHO M 17+95� M 20+76 5 20+8 -------- 19+71 __9 2 AND RETROFLECTIVE 10 10 FT_6IN END LT &"5-.�5'RT 4- BEGIN RED STRIPES i i S5� W12 -2a._ M 18+40.00,5.5RT ----------- 78" X 24" BEGIN 5.5' LT / 3 7 101'.95 END MEDIAN TAPER BNSF CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG 28'i'l X 8" FOR BNSF UTILITY LOCATE 1.800.424.5555 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE REVIEWED BY: DATE. PROJECT Drawn ST 08/24/2011 M STREET SE NUMBER These drawings conform to the CITY OF, x PUBLIC WORKS DEPARTMENT -001) C201A (D Z z Contractor's construction records. Reviewed SF 08/24/2011 GRADE SEPARATION 0 Approved JIVI 08/24/2011 25 West Main Street 0, JA,�&14W Ile CONTRAC I < Drawn By: Date Proj?6t Mant46r e 0 1 AP, N U M BE R' SCALE: Auburn, Washington CHANNELIZATION 11-01 SE FM _1100_ 401 TAPER WASHINGTON �A 0 W 33M () LLJ ONE INCH LU Constructi on is AND SIGNING PLAN S HE-; 'T AS DRAWN NAL ,-* — —FCo—nstructibn Manager CH-2 File: 382424CH1 pp.dgn CH2MHILL 11600 - 19 9 z 0 F_ LU (0 L1j 0 F- LU C195 N co 00 1: C6 N N U O H U Q 75 O O r N SEC. 18, T 21 N, R 05 E, W.M. M 26 +55 _ _ _ _j :3) :END311' 11' LT & 11' R� ( �!, 0' RT, MEXXIIS�T W BY � r LIMIT 35 r QM 25+ 19, 22' RT 9 W END r W 00" U) r-26 +00 SF r r O `- O ---- LO r " N r - N;x S31 l 3 3 5 S34, S35, S36 3 S32, S33 W M 25 +58 39.5' RT 1 6 L_ BEGIN U) M 25 +63 58' RT R lu IGHT TURN ARROW 7 $ i M 25+58,9-2—'R'-T---' 5 +58, 92' RT ..__' _ �1 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION 0 I These drawings conform to the ;n J L L S37 3 SPEED LIMN' R2 -1 24" X 30" ----_ _ _M STREET S,E 27 +00 M -LINE --}- 28 +00 29 +0( i L� S31 SPEED BY SPEED LIMIT LIMIT 35 25 R2 -1 I Drawn _R2 -1 24" X 30" 24" X 30" Reviewed ONE INCH -d ��,'G As DRAWN F�'SiO E� File: 382424CH 1 ��_..�.__ * pp.dgn 931 R5 -2 24" X 24" S35 ----- 536 E STOP EM, 00. E317d S SSE 1100 'COA -DET57 COA -D T57 30" X 30" L ' OTTV ilr PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington WASHINGTON CH2MHILL PAVEMENT MARKING NOTES: OPAINTED DOUBLE YELLOW CENTERLINE WITH RPM PER DETAIL B ON AUBURN STD. DETAIL TRAFFIC -43. QPLASTIC 8" WHITE GORE STRIPE WITH RPM PER DETAIL A ON AUBURN STD. DETAIL TRAFFIC -43. OPAINTED 4" WHITE SKIP LANE LINE WITH RPM PER AUBURN STD. DETAIL TRAFFIC -40. O5 PLASTIC 24" SOLID WHITE CROSSWALK STRIPE PER AUBURN STD. DETAIL TRAFFIC -37. O6 PLASTIC 24" SOLID WHITE STOP BAR PER AUBURN STD. DETAIL TRAFFIC -37. OPLASTIC LANE -USE PAVEMENT MARKING DETAIL PER AUBURN STD. DETAIL TRAFFIC -35. OPLASTIC LANE USE PAVEMENT MARKING LETTERS PER AUBURN STD. DETAIL TRAFFIC -35. 8" WHITE PAINT EXTENSION SKIP STRIPE PER DETAIL D ON AUBURN STD. DETAIL TRAFFIC43. 10 PAINTED BIKE LANE MARKING PER AUBURN STD. DETAIL TRAFFIC44. 11 PAINTED 8" SOLID WHITE BIKE LANE LINE PER AUBURN STD DETAIL TRAFFIC44. 13 PLASTIC BICYCLE DETECTOR MARKING, PER 1 SIGNING NOTES: CD INSTALL NEW STREET SIGN PER AUBURN STD. DETAIL TRAFFIC -56. SIGN(S) TO BE INSTALLED ON MAST ARM OR LUMINAIRE, SEE TRAFFIC SIGNAL OR ILLUMINATION PLANS FOR POLE LOCATION. INSTALL NEW SIGN(S) ON NEW POST PER 1 CHD -1 (:::4:) REMOVE SIGN AND SALVAGE TO CITY OF AUBURN MAINTENANCE AND OPERATIONS. D INSTALL NEW STREET SIGN PER AUBURN STD. DETAIL TRAFFIC -57. 6 DILLUMINATION INSTALL EXISTING TRAFFIC SIGNS) ON LUMINAIRE. SEE ,_ PLANS FOR LUMINAIRE POLE LOCATION. A Lo n � M DIRECTION OF TRAVEL SHEET MAP 0 D SQUARE LOOP (CENTERED) NOTES: 1. PRE MARK® PREFORMED THERMOPLASTIC, 90 mil, 13 " OR APPROVED EQUAL (PART NUMBER 89230577( +)HS). 2. MARKING SHALL AWAYS FACE LEFT AND HAVE A HELMET. BICYCLE DETECTOR MARKING DETAIL ri_"� 1W 0 20 40 60 GRAPHIC SCALE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 M STREET SE NUMBER GRADE SEPARATION C201A CONTRACT CHANNELIZATION NUMBER 11 -01 AND SIGNING PLAN SHEET CH-3 11 T)F1 199 Z O Q a w U) w 0 C7 w w tY 0 N U C195 BY I DATE A Drawn ST 11/04/2011 Reviewed SF 11/04/2011 Approved JM 11/04/2011 ONE INCH -d ��,'G As DRAWN F�'SiO E� File: 382424CH 1 ��_..�.__ * pp.dgn 931 R5 -2 24" X 24" S35 ----- 536 E STOP EM, 00. E317d S SSE 1100 'COA -DET57 COA -D T57 30" X 30" L ' OTTV ilr PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington WASHINGTON CH2MHILL PAVEMENT MARKING NOTES: OPAINTED DOUBLE YELLOW CENTERLINE WITH RPM PER DETAIL B ON AUBURN STD. DETAIL TRAFFIC -43. QPLASTIC 8" WHITE GORE STRIPE WITH RPM PER DETAIL A ON AUBURN STD. DETAIL TRAFFIC -43. OPAINTED 4" WHITE SKIP LANE LINE WITH RPM PER AUBURN STD. DETAIL TRAFFIC -40. O5 PLASTIC 24" SOLID WHITE CROSSWALK STRIPE PER AUBURN STD. DETAIL TRAFFIC -37. O6 PLASTIC 24" SOLID WHITE STOP BAR PER AUBURN STD. DETAIL TRAFFIC -37. OPLASTIC LANE -USE PAVEMENT MARKING DETAIL PER AUBURN STD. DETAIL TRAFFIC -35. OPLASTIC LANE USE PAVEMENT MARKING LETTERS PER AUBURN STD. DETAIL TRAFFIC -35. 8" WHITE PAINT EXTENSION SKIP STRIPE PER DETAIL D ON AUBURN STD. DETAIL TRAFFIC43. 10 PAINTED BIKE LANE MARKING PER AUBURN STD. DETAIL TRAFFIC44. 11 PAINTED 8" SOLID WHITE BIKE LANE LINE PER AUBURN STD DETAIL TRAFFIC44. 13 PLASTIC BICYCLE DETECTOR MARKING, PER 1 SIGNING NOTES: CD INSTALL NEW STREET SIGN PER AUBURN STD. DETAIL TRAFFIC -56. SIGN(S) TO BE INSTALLED ON MAST ARM OR LUMINAIRE, SEE TRAFFIC SIGNAL OR ILLUMINATION PLANS FOR POLE LOCATION. INSTALL NEW SIGN(S) ON NEW POST PER 1 CHD -1 (:::4:) REMOVE SIGN AND SALVAGE TO CITY OF AUBURN MAINTENANCE AND OPERATIONS. D INSTALL NEW STREET SIGN PER AUBURN STD. DETAIL TRAFFIC -57. 6 DILLUMINATION INSTALL EXISTING TRAFFIC SIGNS) ON LUMINAIRE. SEE ,_ PLANS FOR LUMINAIRE POLE LOCATION. A Lo n � M DIRECTION OF TRAVEL SHEET MAP 0 D SQUARE LOOP (CENTERED) NOTES: 1. PRE MARK® PREFORMED THERMOPLASTIC, 90 mil, 13 " OR APPROVED EQUAL (PART NUMBER 89230577( +)HS). 2. MARKING SHALL AWAYS FACE LEFT AND HAVE A HELMET. BICYCLE DETECTOR MARKING DETAIL ri_"� 1W 0 20 40 60 GRAPHIC SCALE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 M STREET SE NUMBER GRADE SEPARATION C201A CONTRACT CHANNELIZATION NUMBER 11 -01 AND SIGNING PLAN SHEET CH-3 11 T)F1 199 Z O Q a w U) w 0 C7 w w tY 0 N U C195 0 N OD r d Q O CD N S38, S41 S39 ELSt —400-o STOP COA -DET57 S40, S43 R1 -1 SoEo:j 30" X 30" E4th St COA -DET57 46 +00 S56 mm we W14 -1 36" X 36" SEC. 18, T 21 N, R 05 E, W.M. LLI ;U) j t+ 6 ,3 oo 4TH 47 +30.00, 0' RT BEGIN TAPER ® 4TH ST SE 4TH LINE S42 i 141 PI S 4' 400-• BEGIN COA -DET57 W c _J Lu CL z A MW • • • 66 +25 i I 4 -i 2. 1 1 4TH 47 +95.00, 2' LT END TAPER -IJ E • ...Q - 48 +00 Lo C 4TH 48 +38 X45 � NO ARKIING ANY-- —_ TIME R7-4 R3 -8 MOD 1?" X 18" 30" X 30" L _ _..1 4 ) WI 3'4� co Ji co z JI J _ r r 557 S5 DEAD NO END _ _ _ __ _ __ _ - PARK ERE O r—r3 > C W1 4T1 R7- M1 OC 6 ",X 06" 12'° X 8" 6TH_ST SE 67 +00 a — 6TH LINE �1, 20' os 1wi z J d lKomm SPEED LIMIT 30 =_ R2 -1 24" X 30" BEGIN 00 : 00 • Q 2 7 4TH 49 +13 . _, D�_ _j 846 S41 I •° NOT BLOCK i SPECIAL [UV I V L I 24" X 30" R3 -5R - -30" _X 36!' 1 0 24' 2' (TYP) (TYP) lboT ?�_ T NO PARKING HERE TO CORNER � Me 3 69 +00 1' (TYP) 20' EO • PAVEMENT MARKING NOTES: PAINTED DOUBLE YELLOW CENTERLINE WITH RPM PER DETAIL B ON AUBURN STD. DETAIL TRAFFIC -43. O2 PLASTIC 8" WHITE GORE STRIPE WITH RPM PER DETAIL A ON AUBURN STD. DETAIL TRAFFIC43. O5 PLASTIC 24" SOLID WHITE CROSSWALK STRIPE PER AUBURN STD. DETAIL TRAFFIC -37. O6 PLASTIC 24" SOLID WHITE STOP BAR PER AUBURN STD. DETAIL TRAFFIC -37. O7 PLASTIC LANE -USE PAVEMENT MARKING DETAIL PER AUBURN STD. DETAIL TRAFFIC -35. 12 PAINTED 4" WHITE SOLID LANE LINE PER WSDOT STD. DETAIL M- 20.10 -01. SIGNING NOTES: OSIGN(S) TO BE INSTALLED ON MAST ARM OR LUMINAIRE, SEE TRAFFIC SIGNAL OR ILLUMINATION PLANS FOR POLE LOCATION. Q INSTALL NEW SIGN(S) ON NEW POST PER 1 CHD -1 OREMOVE SIGN AND SALVAGE TO CITY OF AUBURN MAINTENANCE AND OPERATIONS. Q INSTALL NEW STREET SIGN PER AUBURN STD. DETAIL TRAFFIC -57. SHEET MAP z 0 CL W co w w w af Q 0 N U C195 0 N 00 co 0 co r SIGN SPECIFICATIONS SIGN CODE LOCATION SIGN SIZE POST LENGTH CLEARANCE SIGN # NUMBER STATION X Y H1 V W REMARK S 1 R1 -1 30" 301" W S2 COA -DET57 M 9 +16.14 LT VARIES 9'° 14" 6"' 919"' 6" 6"'" MOUNT ABOVE SIGN# S1 S3 COA -DET57 VARIES 9" 10" 9" MOUNT ABOVE SIGN # S2 S4 R3 -17 M 9 +6165 RT 3011 24'° 131 3", 8' 3" 8! 611 MOUNT ABOVE SIGN ## S5 2' MIN S5 R3 -17B 30'! 1211 . 7! 01' S6 R2 -1 SEE ILLUMINATION PLANS 24" 30" 1216" 7' O" N/A MOUNT ON LUMINAIRE � S7 R3 -17 301' 2411 8' 3" MOUNT ON LUMINAIRE ABOVE SIGN # S8 z� SEE ILLUMINATION PLANS -- 131311 N/A S8 R3 -17C 30" 12" T011 MOUNT ON LUMINAIRE 0 - S9 R1 -1 30" 30" 71011 0 o c� S10 COA -DET57 M 14 +66.23 RT 'VARIES 9'1 14' 6"' 9' 9 "' 6" 6"'" MOUNT ABOVE SIGN # S9 Q ° S11 COA -DET57 VARIES 9" 10" 991 MOUNT ABOVE SIGN## S10 L. S12 R3 -17 SEE ILLUMINATION PLANS 301' 2411 13' 9 "1 8101' N/A MOUNT ON LUMINAIRE ABOVE SIGN #S13 S13 R8 -3A 18" 18" 7' O"' MOUNT ON LUMINAIRE 1 o 1 NOTES. S14 R3 -17 3011 24" 13 ", 81911 8 7 °, MOUNTABOVE SIGN #S15 1. FOR TYPICAL SIGN POST INSTALLATION DETAIL SEE CITY S15 R8 -3A M 15 +35 51 LT 1611 18" 71 O"' r OF AUBURN STANDARD DETAIL TRAFFIC -55. S16 R1 -1 30° 30" 7' O °' _ 2. POST LENGTHS SHOWN ARE APPROXIMATE. FINAL VALUES S17 COA -DET57 6TH 69 +45.91 RT VARIES � 9" 14' 6" 91911 21911 MOUNT ABOVE SIGN # S16 z SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR. S18 COA -DET57 VARIES 9" 10" 9" MOUNT ABOVE SIGN #'# S17 ti 3 S19 COA -DET57 M 16 +40.62 RT VARIES 911 11' 9"' 71 0"' 10' T1 . W = DISTANCE FROM THE FACE OF THE CURB TO THE SIGN POST. S20 COA -DET56 SEE TRAFFIC SIGNAL PLANS VARIES 16" N/A N/A N/A MOUNT ON SIGNAL MAST ARM 4. ALL SIGNS, POSTS, AND ANY OTHER TRAFFIC CONTROL DEVICES S21 R3 -17 M 21+58.96 LT 3011 24" 121011 7' 0" 101 7" SHALL BE SUPPLIED, ERECTED, AND MAINTAINED BY THE S22 W1-7 M 22 +20.26 36" 1811 11' 6"' 71011 10' T! CONTRACTOR. S23 R3 -8 MOD -SEE TRAFFIC SIGNAL PLANS 3011 30" N/A N/A N/A MOUNT ON SIGNAL MAST ARM 5. THE POSTS SHALL NOT PROTRUDE ABOVE THE SIGNS. S24 COA -DET56 SEE TRAFFIC SIGNAL PLANS VARIES 1611 N/A N/A N/A MOUNT ON SIGNAL MAST ARM S25 COA- DET56 SEE TRAFFIC SIGNAL PLANS VARIES 16" N/A N/A N/A MOUNT ON SIGNAL MAST ARM S26 R3 -17 M 22 +90.54 RT 3018 24'1 13' 9 "! 8' 9"! 1 Of 7"' MOUNT ABOVE SIGN ##S27 S27 R8 -3A 1811 1311 T 0"! S28 RS- EXISTING SEE ILLUMINATION PLANS EXISTING EXISTING N/A 7' O" N/A RELOCATE SIGN & MOUNT ON LUMINAIRE S29 R3 -17 M 24 +19.68 RT 30" 24" 1313" 81 3'! 1O' T' MOUNT ABOVE SIGN # S30 S30 R3 -17C 3011 1211 7101! S31 R2 -1 M 25 +18.18 RT 2411 3011 12.,101! 71 O1' 017" SIGN INSTALLATION DETAIL 1 S32 R2 -1 2411 30" 9' 3" MOUNT ABOVE SIGN ## S33 SCALE: NTS CH -1 - S33 R5 -2 M 25 +38.18 RT 2411 24t1 14' 9" 710„ 5' 7,1 CH-4 S34 R1 -1 3011° 30" TO"' S35 COA -DET57 M 25 +80.3'1 RT VARIES 9" 1416" 919" 71311 MOUNT ABOVE SIGN # S34 21-41' S36 COA -DET57 VARIES 9f1 10" 9" MOUNT ABOVE SIGN ## S35 1411 S37 R2 -1 M 28 +53.91 LT 2411 3011 12'611 71 O" 81511 1 -1/4 °° R1 1/2" TYP. S38 R1 -1 3011 3011 7101' S39 COA -DET57 L 87 +39.46 LT VARIES 9" 14'611 91911 2° 7" MOUNT ABOVE SIGN # S38 S40 COA- DET57 VARIES 91" 101910 MOUNT ABOVE SIGN # S39 S41 R1 -1 30" 30 °' 7' 0"' N M S42 COA -DET57 L 86 +64.95 RT VARIES 911 1416'" - 91911 __ 3'011 MOUNT ABOVE SIGN## S41 1 01 S43 COA -DET57 VARIES 911 10" 9'° MOUNT ABOVE SIGN # S42 S44 R3 -8 MOD 30F1 3011 710" MOUNT ON LUMINAIRE S45 R7-4 SEE ILLUMINATION PLANS 12" 1811 N/A 919"' N/A MOUNT ON LUMINAIRE ABOVE SIGN # S44 S46 SPECIAL 2411 30" 11" 61" MOUNT ABOVE SIGN # S47 r (4) 9/16 °' DIA HOLES (2) 7/16 °' DIA HOLES S47 R3 -5 4TH 48 +45.50 30" 36" 1710"' 8' 31' 5' 711 MOUNT ABOVE SIGN # S48 S48 R3 -5FP 30'1 12" 710°' S49 R2 -1 SEE ILLUMINATION PLANS 24" 30" N/A 7' O'° N/A MOUNT ON LUMINAIRE NOTES: S50 R7 -1 MOD 6TH 67 +19.67 LT 12" 1811 1116" T011 21711 MOUNT AT 45D TO ROADWAY 1. SIGN IS 8" X 28" SIZED WITH RETROFLECTIVE WHITE BACKGROUND S51 R7 -1 MOD 6TH 69 +1 0.88 LT 1211 1811 11' 6"' 71 011 217" MOUNT AT 45° TO ROADWAY AND BLACK NUMBERS, ONE SIDE ONLY AS SHOWN. S52 OM4 -1 BP 22 +35.20 LT 18W1 18" N/A 4' O"' 10' O" MOUNT ON TYPE 3 BARRICADE S53 W14-1 BP 20 +06.12 RT 36t1 3611 1413" 710 11 21 011 S54 BNSF RR 204 +63.05 LT 281" 8t1 11' 611 7' O"' 40' O"' MOUNT 40' LT FROM RR CE NTE RUNE BNSF BRIDGE NUMBER SIGN 2 S55 BNSF RR 203 +56.21 RT 28F1 811 11'611 7101' 15' O"' MOUNT 15' RT FROM RR CENTERLINE SCALE: NTS CH -2 S56 W14-1 L 86 +57.25 RT 36" 36" 14' 3"' 71 O" 210" .S57 W14-1 L 81+09.93 RT 36t1 36" 14' 3" 71 O"' 2' Of' S58 OM4 -1 L 85 +24.96 LT 181' 1811 N/A 41 O"' 21 O" S59 W12 -2a M 19 +64.74 RT 78" 241' N/A 1616" 1110 11 MOUNT I V RT FROM M ST CENTERLINE ON RR BRIDGE STRUCTURE S60 W12 -2a M 20 +09.95 7811 2411 N/A 16'6'1 166" MOUNT 16.5' LT FROM M ST CENTERLINE ON RR BRIDGE STRUCTURE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE y s. REVIEWED BY: DATE: M STREET S E PROJE r These drawings conform to the Drawn ST 08/12/2011 w CITY OF y. 's PUBLIC WORKS DEPARTMENT NUMBER i GRADE SEPARATION C201A Reviewed SF 08/12/2011 �� z z Contractor's construction records. ,`25 West Main Street I�f 0t /! /1� / CON TRACT ® Approved JM 08/12/2011 v Drawn By: Date SCALE: ar '` AUbIlrCl, Washington Proj t Manager NUMBER WASHINGT ®N CHANNELIZATION &SIGNING 11 -01 Cr �` DETAILS SHEET O U Constructri✓ ion` BONE INCH A� �'�G S�� ��� AS DRAWNFSSl�NA� tiN�� onstructi Manager CHD -1 fY f-= CH2MHILL Fw. File: 382424CHD1.dgn 119 199 z 0 W U) w 0 w w tY Q 0 N U C195 CHANNEL PHASE B 4 &7 C 1 D 8 NOTES. G 12° R COUNT DOWN 11,13 (TYPE K) 41,42,81,82 12 71 28'89 (TYPE A) 29,88 (TYPE E) SIGNAL DISPLAY (ALL LED TYPE) — I I 1. SEE SHEET TSD -1 FOR LEGEND, NOTES AND DETAILS; 2. SEE SHEET TSD -2 FOR WIRING DIAGRAM AND CABINET TERMINATIONS; PROTECTED VEHICLE MOVEMENT 3. SEE SHEET TSD -3 FOR WIRING SCHEDULE AND LOOP LOCATIONS; ..-�� PROTECTED PED MOVEMENT PERMISSIVE MOVEMENT 4. SEE SHEET TSD-4 FOR SIGNAL POLE & FOUNDATION DETAILS; - - - -�► SIGNAL PHASE DIAGRAM 0 10 20 30 GRAPHIC SCALE SEC. 18, T 21 N, R 05 E, W.M. — - — ss — a s+oo O 12 ' R FOUNDATION PER FOUNDATION DETAIL AND POLE SCHEDULE. PROVIDE AND INSTALL A O 12" PRE- EMPTION DETECTOR. MOUNT TERMINAL CABINET ON SIGNAL POLE. 12" R O 12" Y TYPE SD COMBINATION LIGHTING AND DOUBLE MAST ARM SIGNAL STANDARD WITH 5 VEHICLE HEADS, O12" Y O 12e1 CONSTRUCT FOUNDATION PER FOUNDATION DETAIL AND POLE SCHEDULE. INSTALL TYPE I POST WITH O 12" Y O 12" FY O 12" G CONSTRUCT FOUNDATION PER FOUNDATION DETAIL AND POLE SCHEDULE. INSTALL TYPE I POST WITH O 1211 O6 O 12" G O 12" G 11,13 (TYPE K) 41,42,81,82 12 71 28'89 (TYPE A) 29,88 (TYPE E) SIGNAL DISPLAY (ALL LED TYPE) — I I 1. SEE SHEET TSD -1 FOR LEGEND, NOTES AND DETAILS; 2. SEE SHEET TSD -2 FOR WIRING DIAGRAM AND CABINET TERMINATIONS; PROTECTED VEHICLE MOVEMENT 3. SEE SHEET TSD -3 FOR WIRING SCHEDULE AND LOOP LOCATIONS; ..-�� PROTECTED PED MOVEMENT PERMISSIVE MOVEMENT 4. SEE SHEET TSD-4 FOR SIGNAL POLE & FOUNDATION DETAILS; - - - -�► SIGNAL PHASE DIAGRAM 0 10 20 30 GRAPHIC SCALE SEC. 18, T 21 N, R 05 E, W.M. — - — ss — a s+oo 41D 42D OCONSTRUCT FOUNDATION PER FOUNDATION DETAIL AND POLE SCHEDULE. PROVIDE AND INSTALL A TYPE III SIGNAL STANDARD WITH 2 VEHICLE HEADS, STREET NAME SIGN AND EMERGENCY VEHICLE PRE- EMPTION DETECTOR. MOUNT TERMINAL CABINET ON SIGNAL POLE. CONSTRUCT FOUNDATION PER FOUNDATION DETAIL AND POLE SCHEDULE. PROVIDE AND INSTALL A 14 Al No. I Date 0 N 0) CL a Revision L (O� W SD _ SD— SD— — Lim _ J 1 DIN ---------- - - - - -- - - - - u - - - - -- - -- X W )( -Xx- /1� -X W -x � - -- --- — B 43A DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE Drawn ST 08/26/2011 These drawings conform to the Reviewed CS 08/26/2011 z z Contractor's construction records. -- 0 Approved NZ 08/26/2011 o v Drawn By: Date SCALE: o L OU U Constructro tton ONE INCH W AS DRAWN File: 382424TS1 pp.dgn 4' Z. ""- SCI STS ����Q IONk Y W7 SO /�l1 ■■rte■ IV ►VIII I►���I Illuu' '� .rr ■� IN �+ I�IIIII�IIIIII n � �+ O 13 W SD ---- ---- —7 I— SD — _ SD . M STS EET SE L G G —� 2 ?1-00 e { 1� I{ 12 { it )0(— X— BT 0 X— x- —x l-lTTV f-%r CH2MHILL 12 Al '. �> �\ ►� 16"' �i • , 5 1 NO 9 23 +00 —X X— X— WX— X— 7\\O(— p — —CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 DATE: M STREET SE PROJECT NUMBER z 0 Q IL w rn w 0 c� w W Q 0 U C195 CONSTRUCTION NOTES: OCONSTRUCT FOUNDATION PER FOUNDATION DETAIL AND POLE SCHEDULE. PROVIDE AND INSTALL A TYPE III SIGNAL STANDARD WITH 2 VEHICLE HEADS, STREET NAME SIGN AND EMERGENCY VEHICLE PRE- EMPTION DETECTOR. MOUNT TERMINAL CABINET ON SIGNAL POLE. CONSTRUCT FOUNDATION PER FOUNDATION DETAIL AND POLE SCHEDULE. PROVIDE AND INSTALL A TYPE SD COMBINATION LIGHTING AND DOUBLE MAST ARM SIGNAL STANDARD WITH 5 VEHICLE HEADS, 2 STREET NAME SIGNS AND 2 EMERGENCY VEHICLE PRE- EMPTION DETECTORS. MOUNT TERMINAL CABINET ON SIGNAL POLE. Q3 CONSTRUCT FOUNDATION PER FOUNDATION DETAIL AND POLE SCHEDULE. INSTALL TYPE I POST WITH 1 PEDESTRIAN SIGNAL HEAD AND 1 PEDESTRIAN PUSH BUTTON ASSEMBLY. CONSTRUCT FOUNDATION PER FOUNDATION DETAIL AND POLE SCHEDULE. INSTALL TYPE I POST WITH 2 PEDESTRIAN SIGNAL HEADS AND 2 PEDESTRIAN PUSH BUTTON ASSEMBLIES. CONSTRUCT FOUNDATION PER FOUNDATION DETAIL AND POLE SCHEDULE. INSTALL TYPE I POST WITH 1 PEDESTRIAN SIGNAL HEAD AND 1 PEDESTRIAN PUSH BUTTON ASSEMBLY. O6 SUPPLY AND INSTALL POWER SERVICE CABINET WITH BATTERY BACK UP AND FOUNDATION PER CITY OF AUBURN STANDARD DETAIL TRAFFIC- 52,52A AND 53. OTHE CONTRACTOR SHALL INSTALL CONDUITS AND CONDUCTORS AS NECESSARY TO MAKE THE SERVICE CONNECTION. THE CONTRACTOR SHALL COORDINATE THIS WORK WITH PUGET SOUND ENERGY. OINSTALL PAD FOUNDATION FOR SIGNAL CONTROLLER IN TYPE P-44 CABINET PER CITY OF AUBURN STANDARD PLAN TRAFFIC -53. �9 FURNISH AND INSTALL COHU MODEL #3965 PTZ CCTV CAMERA WITH PELCO POLE MOUNT HARDWARE. FURNISH AND INSTALL SHELF MOUNT AXIS Q7401 VIDEO ENDODER WITH H264 COMPRESSION IN SIGNAL CONTROLLER CABINET. 10 INSTALL TYPE 3 INDUCTION LOOP PER CITY OF AUBURN STANARD DETAIL TRAFFIC -53. 11 INSTALL BIKE LOOP PER BIKE LOOP DETAIL ON TSD -1. 12 REMOVE EXISTING SIGNAL MASTARM POLE, FOUNDATION, LUMINAIRE & BRACKET ARM; REMOVE ATTACHED VEHICLE AND PEDESTRAIN SIGNAL HEADS, PUSH BUTTONS AND OTHER ASSOCIATED SIGNAL EQUIPMENT. 13 REMOVE AND SALVAGE EXISTING SIGNAL CONTROLLER CABINET; REMOVE CABINET FOUNDATION. 4 14 ROUTE CONDUIT TO JUNCTION BOX BEHIND THE WALL. 8 15 COIL 25' OF CCTV CAMERA CABLE IN JUNCTION BOX. 13 W SD ---- ---- —7 I— SD — _ SD . M STS EET SE L G G —� 2 ?1-00 e { 1� I{ 12 { it )0(— X— BT 0 X— x- —x l-lTTV f-%r CH2MHILL 12 Al '. �> �\ ►� 16"' �i • , 5 1 NO 9 23 +00 —X X— X— WX— X— 7\\O(— p — —CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 DATE: M STREET SE PROJECT NUMBER z 0 Q IL w rn w 0 c� w W Q 0 U C195 0 N rn ti LEGEND SYMBOL DESCRIPTION 0 6' ROUND TYPE 3 VEHICLE INDUCTION LOOP -- OPTICAL PREEMPT SENSOR ® ® ® JUNCTION 12 BOX WITH LOCK (TYPE 00-, on 0 w0m, 1--.4 1 "-_ 1" OVER THE STOP BAR WITH OR WITHOUT CROSSWALK SIGNAL CONTROLLER ELECTRICAL SERVICE CABINET SIGNAL POST (PS TYPE 1 OR PPB) MAST ARM SIGNAL POLE WITH LUMINAIRE ARz1MIIWI=ftIt2# ❑ BIKE LOOP - -/7 00 PEDESTRIAN SIGNAL HEAD VEHICLE SIGNAL HEAD VEHICLE SIGNAL HEAD W /ARROW INDICATOR TRAFFIC SIGN mil— STREET NAME SIGN UNDERGROUND CONDUIT/ CONDUCTORS INDUCTION LOOP SAW CUT i in 119' A WIRE NOTE SIGNAL POLE NOTE OCONSTRUCTION NOTE SIGN NUMBER M CCTV CAMERA 159' GENERAL NOTES 1. NEW PREEMPTION DETECTORS SHALL BE FULLY COMPATIBLE WITH EXISTING 3M OPTICOM DISCRIMINATOR CARD TYPE 752, AS APPROVED BY THE ENGINEER. 2. ALL JUNCTION BOXES AND CONDUIT RUNS SHALL BE INSTALLED OF THE SIZE AND TYPE AS SHOWN ON THE PLANS. BOXES SHALL BE ADJUSTED TO MATCH FINISH GRADE. LOCATIONS SHOWN ARE SCHEMATIC AND THE ENGINEER WILL PROVIDE EXACT LOCATIONS. SEE WSDOT STANDARD PLANS J -10, J- 40.10 -02 AND J- 40.30 -02. 3. CONTRACTOR SHALL SAW CUT LOOPS AND INSTALL 6 -FOOT DIAMETER ROUND TYPE 3 VEHICLE INDUCTION LOOP (SEE WSDOT STD. PLAN J- 50.12 -00 AND J- 50.15 -00). LOOPS SHALL BE FOUR TURNS. 4. EXISTING CONDUITS WHICH ARE NO LONGER USED SHALL HAVE BANDS REMOVED AND BE CAPPED AND ABANDONED. 5. ROADWAY CROSSING OF CONDUIT SHALL BE INSTALLED BEFORE PLACEMENT OF FINAL PAVING LIFT. 6. SEE SPECIAL PROVISION FOR PAINTING REQUIREMENTS. 'roll 1. ALL VEHICULAR SIGNAL HEADS SHALL HAVE 12" LED LENS, METAL TUNNEL VISORS AND BACK PLATE. ALL RED, YELLOW AND GREEN BALL AND ARROW SECTIONS OF VEHICLE SIGNAL HEADS SHALL BE LED. VEHICULAR SIGNAL HEADS SHALL HAVE 5 -INCH BACK PLATES. THE INSIDES OF THE VISORS AND THE FACE OF THE BACK PLATES SHALL BE FLAT BLACK. 2. ALL PEDESTRIAN HEADS SHALL BE LED HAND /MAN WITH COUNTDOWN DISPLAY, (NON- AUDIBLE) WITH "Z" CRATE VISORS, MOUNTING TYPE AS SPECIFIED ON THE PLAN AND PER WSDOT STANDARD PLAN J- 20.20 -00 AND J- 75.10 -00. THE HOUSING SHALL BE PAINTED ACCORDING TO SPECIAL PROVISIONS WITH FLAT BLACK VISOR. 3. VEHICULAR HEADS SHALL HAVE TYPE 'M' MOUNTING PER WSDOT STANDARD PLAN J- 75.20 -00, UNLESS NOTED OTHERWISE. SEE MAST ARM TENON DETAIL. 4. ALL PEDESTRIAN PUSH BUTTON ASSEMBLIES SHALL BE CAMPBELL ADVISOR ACCESSIBLE PEDESTRIAN SIGNAL, TYPE AH. PUSH BUTTON ASSEMBLIES SHALL BE INSTALLED PER WSDOT STANDARD PLAN J- 20.26 -00. 284' _ CL r� LOOP SPACING FOR M STREET (DESIGN SPEED: 40MPH) O TENON ® W TENON (D Q �m o 0 10' O 99' 149' �® 254' _ LOOP SPACING FOR 4TH STREET (DESIGN SPEED: 35MPH) D3 -301 NEW SIGN 1� Ith St SE 11 D3 -301 R3-8 MOD 4th, St SE 1100 D3 -301 SIGN DETAILS NTS NOTE: SEE CITY OF AUBURN STANDARD DETAILS, TRAFFIC -56 FOR DIMENSIONS AND DETAIL DESIGN FOR SIGNS 1, 2 AND 4. MAST ARM TENON DETAIL IJTS TRAFFIC LOOP WITH 4 TURNS OF TWISTED PAIR SEE CHANNELIZATION PLAT FOR PAVEMENT MARKING DETAILS 1 2$" r. 00 N BICYCLE • ` AND SYMBOL DETAIL NTS NEW SIGN CV CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE REVIEWED BY: DATE: PROJECT Drawn ST 08!12/2011 ' w' o M STREET SE NUMBER These drawings conform to the CITY ®F PUBLIC WORKS DEPARTMENT w GRADE SEPARATION C201A � Reviewed CS 08!12/2011 �� � ,�a Z o Contractors construction records. ��' 25 West Main Street CONTRACT Approved NZ 08/12/2011 ��n Pr t Manager 00 Drawn By: Date SCALE; Auburn, Washington TRAFFIC SIGNAL LEGEND, NUMBER �3n, VVAS H INGTON 11 -01 ®0: ' C`sTE � °4 NOTES, AND DETAILS �� ;�E U v Constr r ctio ONE INCH ; �� �� y AS DRAWN' F c� TSD -1 TONAL EN i c�nstructi n Manager File: 382424TSD1.dgn j i� CH2MHILL 121 OF 199 0 Q Gc tL w w 0 d w ui C0 Q 0 N 0 C195 z 0 a SIGNAL HEAD 81 SIGNAL HEAD 82 R 681 R R 681 R Y 682 p Y 682-0 0-683-0- G 683-0- 83 G 6814-0- 684 g 686 W 686 W 5C 5C- SIGNAL R Y G 681 HEAD R G g W BL 71 7C 671 672-0- 673 674 676 642 =Y 643 786 G TERMINAL COMPARTMENT R 0- G 13- W 681 R- p G- g W DATE 682 683 684 686 11 642 These drawings conform to the Contractor's construction records. Drawn By: Date W 786 G 643 W= R 0 G 8 -W- R 0 G B= WE MR-1 SIGNAL HEAD 41 SIGNAL HEAD 42 T--6-41 R T--6-41 R Y 642 0 Y 642 0 G 643 p G 643 G 644 WB- 644 g W 646 W i-5C 5C- SIGNAL HEAD 11 SIGNAL HEAD 12 SIGNAL HEAD 13 R 611 R R 611 R R 611 R Y 612 0 Y 612 0 Y 612-0- G 613 G G 613 G G 613-0- 14 g g 614 614-B- 6 616 W 616 W 616 W 5C- 5C 5C .� .. .� 0�B PPB 88 B 784 W 785 2CS C .0 L0111 Revision TO CONTROLLER TERMINAL COMPARTMENT R R R- p G B- W RB OB GB -BL - WB R p G B- W- RB OB GB BL WB DATE 641 G 7 82 11 642 These drawings conform to the Contractor's construction records. Drawn By: Date W 786 G 643 W= R 0 G 8 -W- R 0 G B= WE 644 646 oU- B 671 672 673 674 676 Const sp 2CS 611 612 613 614 616 O 552 -1 W W - (T725� 681 682 683 684 686 SL L3 -01 3 *8 0_ 3L 3CSH 1 -5C SL L3 -D2 3 # 8 U a 0 N 5C1 -0- 5C2 Y 5C3 BL 2 -3CSH- TO (SEE ILLUMINATION IN SERVICE PLANS) TO 9 CONTROLLER 2- 11OC = 1 -CCTV PED. HEAD 89 R 7 DATE Drawn G 7 82 11 z z 0 Dp U These drawings conform to the Contractor's construction records. Drawn By: Date W 786 08/12/2011 Approved PED. 0 SCALE: oU- B IC W -{�- 7 1 2 6 N PPB 69 ONE INCH AS DRAWN B 784 W tZ35 Const sp 2CS -5C -5C 2CS PPB 28 B 724 W 725 PED. HEAD 28 -R 721 .0- 722 -W 726 -0 B TO CONTROLLER DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION � BY DATE Drawn 08/12/2011 PPB 29 m z z 0 Dp U These drawings conform to the Contractor's construction records. Drawn By: Date Reviewed JNZ 08/12/2011 Approved PED. - 08/12/ 2011 SCALE: oU- IC W -{�- 7 1 2 6 N - G ONE INCH AS DRAWN 0 W W U Const sp -W-7261 File: 382424TSD1.dgn —5C � 50 72 O 501 1-B R 1 721 107 2CS PPB 29 m - B 724 N 502 -W IC PPB 72 G - 1 722 O - W 725 CL PED. HEAD 29 R 7 IC W -{�- 7 1 2 6 N - G 22 7 11 -W-7261 o O 552 -1 W W - (T725� -B Q F� 143727 4 �� IONAL E A TO (SEE ILLUMINATION SERVICE PLANS) AL TO ACONTROLLER 2 !''TTV ilt TO CONTROLLER WASHINGTON CH2MHILL r . r DATE: PUBLIC WORKS DEPARTMENT ILVCe 25 West Main Street CZ,4.g .! A 1 4e or Auburn, Washington Proje.A Manag e d 06nstructio Manager CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 PROJECT M STREET SE NUMBER GRADE SEPARATION C201A CONTRACT TRAFFIC SIGNAL NUMBER 11 -01 WIRING DIAGRAM SHEET TS D -2 12200 199 z O H Q Q tl W W Q W W Cn 4 N U C195 � 50 72 O 501 1-B R 1 721 107 m O N 502 -W IC PPB 72 G - 1 722 O CL a- IC W -{�- 7 1 2 6 N a 551 1 -I- -BL B 1 724T01 o O 552 -1 W W - (T725� Q U O 553 0 O 554 I- W 741 U) z0 742 101 555 1 -GN 746 Q O 556 1 )-- W 744 w = U 101 557 BR O 745 558 W 1 I- 101 559 1 T- S 1 1 761 Q z z 101 _560 1 1- W 1 1 76 U 101 561 1 [-BL 1 1 766 101- 562 1 1- R 1 1 764 z 17657 581 1 1 78 R 81 O 5A2 < � z O w � 5A PPB 78 G �T7�Tol 44 00 C� o_ W _ 786 101 5B1 --p B 784 � n w ,6 101 5B -Y � � 101 5B3 -BL 81 n �- 46 B -Eo g� 1 �_ j O SC 1 0 81 W -{e 812 107 z m 10 51 C 2 i—F Y B 813 O � O BL 48 W o 814 O Ly 101 5D1 I F 0 lol 821 107 101 5D2 Y o 822 O w 101 5D3 _ 1--BL 61 0 831 O N r7 lul 611 1 R 84 0 832 O s �6 —i-- 0 B -{� ( 841 -1 1 613 mil- G 84 W +0 842 O O- 0 614 - B B 8431 �r 616_ - -W 62 SPARE W K51- 621 -� B o 851 O O 622 OB O S 101 623 -G B o 852 O ``� U 6241 I--BL 101 861 1 O W 626_ �-W EL 3 lol 862 1 O co W 631 lol 863 101 632 87 lol 864 O C) W ro 633 B 8711 J U 8 634 8 W 872 S U 636 64 Li > ` 88 O 641 R W 882 00 j -O O 6421-0 B + 883 10 _ O 643 -G 644 1]-B 91 646 r-W z B 911 101 O_ 51 91 W+1 912 -- _ Ln 652 B -F0-I 913 101 I � W -F� 1 914 O U lol 921 O 661 lol 922 O & O 0 931 101 O S 94 ° 932 O S � 67 B 46 9T 41 01 94 W T _942 OI 101 671 RB B 943 O� � O O O 7 GB W 944 O X9674 T -1- -BL lol 951 1 O z Lc) 676 1 � -WB 68 lol 952 101 -1- S O CO 101 681 1 R 101 682 �-- 0 o O U O 683 G COUNT/ 97 0 962 O S � 684 1 g EXTENSION B 971 107 686 W W 972 O W 98 > B 981 98 W 982 101 B 983 1 oo W 984 OI r . r DATE: PUBLIC WORKS DEPARTMENT ILVCe 25 West Main Street CZ,4.g .! A 1 4e or Auburn, Washington Proje.A Manag e d 06nstructio Manager CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 PROJECT M STREET SE NUMBER GRADE SEPARATION C201A CONTRACT TRAFFIC SIGNAL NUMBER 11 -01 WIRING DIAGRAM SHEET TS D -2 12200 199 z O H Q Q tl W W Q W W Cn 4 N U C195 IM C) 2 Q. co ti SIGNAL WIRING SCHEDULE RUN NO. RACEWAY CONDUIT SIZE VEHICLE HEAD (5C) VEHICLE HEAD (10C) PEDESTRIAN HEAD (5C) PEDESTRIAN PPB (2C(SH)) VEHICLE DETECTION (2C(SH)) EVP DETECTION (3C(SH)) TW LOOP (#12) POWER (#6) CCTV CAMERA CABLE 1 2" 4TH 46+85.63 3.00' RT Reviewed CS 2 Approved NZ 08/12/2011 12C 2 211 12D 4TH 46+85.63 8.50' RT 41A 4 11.00' RT Constructs ; r_;7 M 21+62.68 11.00' RT 3 311 11.00' RT File: 382424TSDI.dgn M 18+92.60 11.00' RT 9 M 21+78.68 22.00' RT 42B M 21+62.68 4 Tv M 20+57.60 22.00' RT 42D 4 12 1 M 21+78.43 30.00' RT 71A M 21+78.68 Tf 1 M 21+62.68 4 71 C M 20+57.60 0.00, 81A M 22+72.65 10.82' LT 5 211 10.82' LT 81 C M 23+93.73 7.93' LT 2 M 25+58.73 6.00'LT 82A M 22+72.65 6 211 M 22+88.65 21.22' LT 82C M 23+93.73 4 82D IM 25+58.73 1 1.00'LT 7 2" 2 8 2" 4 9 311 1 1 10 Y 1 1 311 1 6 1 2" 1 1 211 SPARE 12 311 3 6 1 211 1 3 13 2" 2 2 14 3" 2 2 15 21# 1 1 311 3 12 1 16 31' 1 3 2" SPARE 17 2%f 1 1 18 311 2 2 3" 21 Y 1 2 4 19 2v# 4 3 21# 31# SPARE 20 211 1 3 1 1/2" SPARE 21 Y WIRE SIZE TO BE SPECIFIED BY PSE 311 SPARE 22 SAW CUT 1 23 SAW CUT 2 24 SAW CUT j 3 25 1 2" 1 ALL CONDUIT SHALL CONTAIN A NO. 8 GROUND WIRE UNLESS OTHERWISE NOTED. SEE ILLUMINATION PLANS FOR CONDUITS AND WIRING FOR ILLUMINATION AND INTERCONNECT. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION 11A BY M DATE Drawn ST 08/12/2011 11C 4TH 48+40.63 0 z z 0 0 0 0 W W These drawings conform to the Contractor's construction records. Drawn BY: Date 4TH 46+85.63 3.00' RT Reviewed CS 08/12/2011 Approved NZ 08/12/2011 12C 4TH 48+40.63 SCALE: ONE INCH AS DRAWN 12D 4TH 46+85.63 8.50' RT 41A M 21+78.68 11.00' RT Constructs ; r_;7 M 21+62.68 11.00' RT 41 C M 20+57.60 11.00' RT File: 382424TSDI.dgn LOOP LOCATIONS LOOP NUMBER STATION OFFSET 11A 4TH 49+41.71 3.00' RT 11B 4TH 49+25.71 3.00' RT 11C 4TH 48+40.63 3.00' RT 11D 4TH 46+85.63 3.00' RT 12A 4TH 49+41.71 8.50' RT 12B 4TH 49+25.71 8.50' RT 12C 4TH 48+40.63 8.50' RT 12D 4TH 46+85.63 8.50' RT 41A M 21+78.68 11.00' RT 41 B M 21+62.68 11.00' RT 41 C M 20+57.60 11.00' RT 41 D M 18+92.60 11.00' RT 42A M 21+78.68 22.00' RT 42B M 21+62.68 22.00' RT 42C M 20+57.60 22.00' RT 42D M 18+92.60 22.00' RT 43A (BIKE) M 21+78.43 30.00' RT 71A M 21+78.68 0.00, 71 B M 21+62.68 0.00, 71 C M 20+57.60 0.00, 81A M 22+72.65 10.82' LT 81 B M 22+85.63 10.82' LT 81 C M 23+93.73 7.93' LT 81 D M 25+58.73 6.00'LT 82A M 22+72.65 21.22' LT 82B M 22+88.65 21.22' LT 82C M 23+93.73 12.93' LT 82D IM 25+58.73 1 1.00'LT LOOP STATIONS AND OFFSETS ARE MEASURED FROM THE CENTER OF THE LOOPS. LOCATIONS SHALL BE FIELD VERIFIED FOR ANY UTILITY CONFLICTS. C H2M H' LL z 0 F- LLj Uj U) z> C) (14 Q CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 M STREET SE NUMBS PROJECT R GRADE SEPARATION C201A CONTRACT TRAFFIC SIGNAL NUMBER 11-01 WIRING SCHEDULE SHEET TSD-3 112301-199 C195 MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (E1 ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION • I 0 N N 00 E2 F0 POLE ORIENTATION LINE (E1 ATTACHMENT POINT) LIB SIGNAL STANDARD IDENTIFICATION DETAIL EXAMPLE STD. NO. XX SIGNAL STANDARD NO. STD. NO. 02 XXXXXXXXXX ROADWAY NAME M STREET SE MANUFACTURER MANUFACTURER APPROVED DWG. XXXXXX APPROVED DRAWING NO. APPROVED DWG. AB12345 FAB. X/XX/XXXX FABRICATION DATE FAB. 6/14/2002 NOTE: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III)). SIGNAL AND LUMINAIRE MAST ARM (TYPE If & III) - LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III). TEXT SHALL BE A MINIMUM OF 3/16" HIGH, STAMPED OR EMBOSSED.. ATTACHMENT POINT ALL HANDHOLES AT 180^ LEGEND: FROM E1 a. VEHICLE DISPLAY g. PEDESTRIAN DISPLAY ANCHOR BOLT PLATE LOCATION STATION b. SIGN h. CABINET 1pO .S, c. STREET NAME SIGN i. PPB -M POLE ORIENTATION ANGLE (P.O.A.) -7� d. PRE -EMPT DETECTOR i HA HOLE DEGREES CLOCKWISE FROM OFFSET e. DELETED (10/22 /90) LINE TO POLE ORIENTATION LINE n (E1 ATTACHMENT POINT) f. LUMINAIRE NOTE: ALL PEDESTRIAN SIGNAL DISPLAYS MOUNTED ON A TYPE 11 OR TYPE III SIGNAL POLE SHALL UTILIZE THE TYPE E MOUNTING, WITH THE FOLLOWING EXCEPTION. PEDESTRIAN SIGNAL DISPLAYS MOUNTED ON AN OCTAGONAL (8 SIDED) TRAFFIC SIGNAL POLE WITH A POLE ATTACHMENT ANGLE OTHER THAN 0, 45, 90, 135, 180, 225, 270 OR 315 DEGREES, SHALL UTILIZE THE TYPE A MOUNTING, WHEN TWO PEDESTRIAN HEADS ARE INSTALLED ON THE SAME SIGNAL POLE, OR A TYPE B MOUNTING WHEN ONLY ONE PEDESTRIAN SIGNAL HEAD IS MOUNTED ON A SIGNAL POLE. ® HEIGHT OF PEDESTRIAN bo PUSH BUTTON: 42" IS RECOMMENDED (TYPICAL) 32" MINIMUM TYPE PPB TYPE I PPB POST VEHICLE HEAD 48" MAXIMUM STANDARD ®PLACEMENT SHALL BE 2'- 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; T- 0" MIN. FROM FACE OF GUARDRAIL; 4'- 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE ELEVATION IS TO TOP OF FOUNDATION, LEVEL WITH THE SIDEWALK SURFACE. FIELD VERIFY ELEVATION PRIOR TO ORDERING SIGNAL STANDARDS. SEE WSDOT STANDARD PLAN J- 26.10 -01 FOR SIGNAL POLE FOUNDATION DETAIL. Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION 45' BY I DATE 2 Z z O U w U These drawings conform to the Contractor's construction records. Drawn By: Date Drawn ST 08/12/2011 Reviewed CS 08/12/2011 -- — 16.5' Approved NZ 08/12/2011 SCALE: ONE INCH AS DRAWN 720.9' 16.5' 22.0' Construo ctio G I� File: 382424TSD1.dgn X3727 2 �OIS7E ZONAL EN +' f r,rlry nr NOTES O MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART. 2� FIELD INSTALLED. SIGN B - 7.5 SQ. FT. SIGN AREA (MAX.) AND SIGN HEIGHT 3 FT. (MAX.)) SIGN C - 36 SQ. FT. SIGN ARE/ 8MAV) INSTALLED 2' MAX. TO SIGN EDE FROM POST AND SIGN HEIGHT 3 FT. (MAX.) SIGNAL DISPLAY VERTICAL CLEARANCE (FEET) FROM STOP LINE PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, • • M. 6 ,&] 0 f iw� ALTERNATE NOTE 1 FOR TYPE N MOUNT ONLY. 1D DRILL 1" DIAM. HOLE IN MAST ARM AND INSTALL PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE. F MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY 40' 45' 50' 180' 2 H AH 3 SECTION 12" 5 SECT. DOGHOUSE 12" 16.5' 17.5' 16.5' 19.2' 16.5° 720.9' 16.5' 22.0' G I 4 SECTION 12" 16.5' 17.0' 16.5' 18.0' 16.5' 19.7' 165 20.8' 5 SECTION 12" 16.5' 17.0' 16.5' 17.5' 16.5' 185 16.5' 19.6' PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, • • M. 6 ,&] 0 f iw� ALTERNATE NOTE 1 FOR TYPE N MOUNT ONLY. 1D DRILL 1" DIAM. HOLE IN MAST ARM AND INSTALL PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE. F ELEVATION IS TO TOP OF FOUNDATION ROADWAY CURB OR EDGE OF SHOULDER LIMITS OF VERTICAL CLEARANCE TYPE II, III & SD SIGNAL STANDARD DATE: u z O H Q W Cn w w w rn 4 0 N U v SEE WSDOT STANDARD PLAN J- 26.10 -01 FOR FOUNDATION INFORMATION. APPLY GROUT EVEN WITH THE BOTTOM OF THE ANCHOR PLATE AFTER PLUMBING THE STANDARD, PROVIDE 3/8" DIAMETER DRAIN TUBE IN THE GROUT PAD CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 NUMBS PROJECT M STREET SE NUMBER GRADE SEPARATION C201A TRAFFIC SIGNAL POLE SCHEDULE CONTRACT NUMBER 11 -01 SHEET TSD -4 1240F199 C195 i F 2 H AH �G G I ELEVATION IS TO TOP OF FOUNDATION ROADWAY CURB OR EDGE OF SHOULDER LIMITS OF VERTICAL CLEARANCE TYPE II, III & SD SIGNAL STANDARD DATE: u z O H Q W Cn w w w rn 4 0 N U v SEE WSDOT STANDARD PLAN J- 26.10 -01 FOR FOUNDATION INFORMATION. APPLY GROUT EVEN WITH THE BOTTOM OF THE ANCHOR PLATE AFTER PLUMBING THE STANDARD, PROVIDE 3/8" DIAMETER DRAIN TUBE IN THE GROUT PAD CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 NUMBS PROJECT M STREET SE NUMBER GRADE SEPARATION C201A TRAFFIC SIGNAL POLE SCHEDULE CONTRACT NUMBER 11 -01 SHEET TSD -4 1240F199 C195 n. SEC. 18, T 21 N, R 05 El W.M. c/) w- 00 G ------- — - — - — - — - — - - - - - - - - - Ul ------------- - ------ -- ------------ ----- -- --- SD SD SD SD SD— SD— SD— G (3 9LI-1 SD SD SD SD SD — — — — — — — - -- G G G G —S — -- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — OD --I - 0 If M LINE 0 - . ... ..... M, STREET SE -6;00-1 ZZZ 111+00 j Z 2 1 w— - — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — w aD, w- B 87 w— BT, Ll-02 B BT CONSTRUCTION NOTES: EXISTING LUMINAIRE, BRACKET ARM AND ASSOCIATED WIRES TO BE REMOVED BY PS EXISTING WOOD LUMINAIRE POLE AND GUY WIRES TO BE REMOVED BY PSE I 13, o W C) 0 If I + co ma NOTES: 1. SEE SHEET ILD-1 FOR POLE SCHEDULE AND WIRING SCHEMATIC 2. SEE SHEET ILD-2 FOR WIRING SCHEDULES AND BREAKER SCHEDULE LEGEND ❑ [j JTYPE UNCTION $OX WITH LOCK ( 1, ) SIGNAL CONTROLLER ELECTRICAL SERVICE CABINET MAST ARM SIGNAL POLE WITH LUMINAIRE -- - - - - - UNDERGROUND CONDUIT/ CONDUCTORS #--* LUMINAIRE A# WIRE NOTE CONSTRUCTION NOTE CV ITS CABLE SPLICE VAULT [PB ITS PULL BOX Allik�- WALL MOUNT LUMINAIRE Z 0 U) ui 0 0 C195 C14 0) 2 CL C) C14 ISEC. 18, T 21 Nq R 05 Eq W.M. 6TH 69+25 MATCH TO DWG IL-4 7 __j E _j L + 3k A A NOTES: 1. SEE SHEET ILD-1 FOR POLE SCHEDULE AND WIRING SCHEMATIC 2. SEE SHEET ILD-2 FOR WIRING SCHEDULES AND BREAKER SCHEDULE --- - — - — - — - -------- - -- - --- - __V -- - — - — - — - -- — - — - — - - - - - - - - - - -- Yl - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _V - -- ---- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - _j G G G 0 1 W 0 --- --------- 4z ------ —SD— —SD— kz G —W LEGEND —SD---- — 3: 7 -"J SD — SD— 0 ][ A [j JUNCTION BOX WITH LOCK 0 (.0 Uj (TYPE 1, 2, 8 0 ) Q0 ------ 1- 7 T SE 0 -4 -00 SIGNAL CONTROLLER 14+00 M LINE (65 0 15+00 8 6��'o 0 ...... [1271 117- ELECTRICAL SERVICE 2 1 CABINET 2: 77 — — — — — — — — W — — — — — — — — — — — — - - - -- — — — — — — — - MAST ARM SIGNAL C) — - 9 — � W POLE WITH LUMINAIRE ET— — I __ - -1 - - - - - - - - - - C) BT— BT— ��7: 1 + ---------- BT 7i E B T Ih-- cr) BT — - — - — - — UNDERGROUND CONDUIT/ 1-2-02 CONDUCTORS ----------- Wjx :L _rw i 774 7 � '30 L_j Li LLF_14� LUMINAIRE 0 _4 ------ — ------ -- -- ---- --------- ------- kd z 4 A# WIRE NOTE -rA ----- -- CONSTRUCTION NOTE DIRT 2 GRASS CV ITS CABLE SPLICE VAULT pg ITS PULL BOX WALL MOUNT LUMINAIRE BP 20+90 MATCH TO DWG IL-5 CONSTRUCTION NOTES: O EXISTING LUMINAIRE, BRACKET ARM AND ASSOCIATED WIRES TO BE REMOVED BY PSE Uj U_ z EXISTING WOOD LUMINAIRE POLE AND GUY WIRES TO BE REMOVED BY PSE 2 8 CO z ------- e-- - - - - -- --- A2 INSTALL CONDUIT CROSSINGS FOR FUTURE SIGNAL EL — R 1 I - G) e -4 Z, Z DETAILS ROUTE CONDUIT THROUGH RETAINING WALL. SEE STRUCTURE PLANS FOR WALL -Z- -4-f Z AV 4 i A --------- - 2.'07'\)r- _7 7 T - 1Z 7 t�! z Jrz 01 1 --------- - — - -- — MOUNT LUMINAIRE ON WALL SURFACE. ROUTE CONDUIT BEHIND WALL FROM JUNCTION BOX . ..... __3 4 ANk::41- 4 DOWN TO LUMINAIRE MOUNTING ELEVATION; BEND CONDUIT THROUGH THE WALL. SEE RETAINING 7 2-05 W_ L WALL PLANS FOR DETAILS. G co BEND CONDUIT TO RUN AROUND BACK OF RAILROAD BRIDGE ABUTMENT. 0 7 ( D M SD —S 43 r_: T 7-7= I ST ` — — M STRE,-. SEA i I i D SE� C) M LINE A -67- 77 -00 < �s —49+001— 1 7- 45; U2 1 21. C> 2 1 + + C) N-- W_ + < - - - - - - - - -- SHEET MAP BT— — C) 17 L I � 4 72 1 1 7 '4 ZC Z T7 ---** ------- z,� 4 -7- C2 Z 7 Z:� -7 z Z Am 777 2-09 ZA -0 'Aik/ 11001- -E 7 7 7 7 7 7� 7 7 7 7 7 7--Z -1 7_7777Z ZZ Z Z r. i;/ Z IL-2 L-2 - - - - - - - - - - - - - - I- - - - -7 IL-3 IL-3 --------- - - -- - - - 0 20 40 60 2 8 GRAPHIC SCALE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE REVIEWED BY: DATE: PROJECT Drawn ST 08/24/2011 M STREET SE NUMBER These drawings conform to the Reviewed CS 08/24/2011 CITY OF, PUBLIC WORKS DEPARTMENT GRADE SEPARATION 0201 z Contractor's construction records. 0 Approved 25 West Main Street p NZ 108/24/2011 CONTRACT P roj qf a g e r cr- < 00 Drawn By: Date SCALE: Auburn, Washington NUMBER — ----------- SD M S -------------- _BT __ _T_ _41 wA, ®U- WASHINGTON 11-01 77 0 43727 0 LU Construction In n ONE INCH oNA� ST W L) AS DRAWN W/eA ILLUMINATION PLAN SHEEI I S nstruction Manager IL-2 Lu File: 382424IL1 pp.dgn i d4i' C H 2M H' LL 1260F199 z 0 CL 11.1 U) Lij 0 F- LLJ LLJ Cr U) C) CN C) C195 ,I on 0 N N N .! SEC. 18, T 21 N, R 05 E, W.M. G Cam\ rr►rrrrrrrr.�►ri.�rriris� �'� -� • s � r 4TH 49+25 MATCH TO DWG ►'r'iRb G W LZU D 2� +00 o r -- - j -- - - _ _ w- -- - _ w N - `� •_ err.. .....- ..�..rJ,��rrrrr.......,� �.r -- —- - - - - -- -- - — - — - — - — - ----- - — - — - — - -- --- l 9 L _ NOTES: 1. SEE SHEET ILD -1 FOR POLE SCHEDULE AND WIRING SCHEMATIC L _ _ 2. SEE SHEET ILD -2 FOR WIRING SCHEDULES AND BREAKER SCHEDULE — E J �— L3 -03 W 4 _ M STREET SE — — � r� 3 +00 Q 25 0 M LINE ? 2 1 -I- -- � -------------- - - - - -- = --------------------- - - - - -- p -------------------- 4---- - - - - -- I -�- - --. - _ -- I......_ _ L -.. — -._ I W 4 5 - � D m:-__ _ — -__ _ - - - - -- - --- - -- _ -- —_ -- W _ _ W _ __ a -_ Q ^ _ W � ---- -. --- _ ._,.. - _._. - _._ - _-_. - _._. - ,� - — - - L34 - ._ _ - .-- ,_.w..._,, D 6 M STREET SE _ 000 o 26+00 M LINE 27 +00 28+00 '` --- 29 +0( CV 0 -- ..- ,,._,.... —__ — — — — — — — — — — — — — — — — — — - V _ _w .—,.. —.. _ _- w _ — - — -------- L I 1co l F 1 I L I I I I - cr- 20 1 40 60 I GRAPHIC SCALE Date Revision DRAWN TO SCALE, SCALE MAYBE DISTORTED FROM REPRODUCTION BY DAT E -_ ..��1►�st...i.� - REVIEWED BY: LEGEND JUNCTION BOX WITH LOCK (TYPE 1, 2, 8) m SIGNAL CONTROLLER ® ELECTRICAL SERVICE CABINET MAST ARM SIGNAL POLE WITH LUMINAIRE — - — - — - — UNDERGROUND CONDUIT/ CONDUCTORS LUMINAIRE A WIRE NOTE ® CONSTRUCTION NOTE CV ITS CABLE SPLICE VAULT Pg ITS PULL BOX lih WALL MOUNT LUMINAIRE CONSTRUCTION NOTES: O EXISTING LUMINAIRE, BRACKET ARM AND ASSOCIATED WIRES TO BE REMOVED BY PSE 2O EXISTING WOOD LUMINAIRE POLE AND GUY WIRES TO BE REMOVED BY PSE O REMOVE AND SALVAGE EXISTING SERVICE CABINET AND REMOVE CABINET FOUNDATION O INSTALL PULL BOX AND INTERCEPTING EXISTING ITS CONDUIT. tN, CONNECT W4 °ST-A ff. SHEET MAP DATE: CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 PROJECT M STREET SE NUMBER GRADE SEPARATION C201A CONTRACT NUMBER 11 -01 ILLUMINATION PLAN SHEET IL -3 1270F199 0 a U) 0 W. W Q 0 N U C195 No. I Date Revision 6TH •9+25 MATCH TO DWG IL-2 DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION LUMINAIRE BY I DATE Drawn WIRE NOTE ST 08/24/2011 CV ITS CABLE SPLICE VAULT Z z 0 U These drawings conform to the Contractor's construction records. Drawn BY: Date Reviewed CS 08/24/2011 Approved NZ 08/24/2011 SCALE: CC 0 0 W W 0 I ONE INCH AS DRAWN Constructio ecti, File: 382424IL1 pp.dgn a A TLYTA iTA I 43727 ZONAL 4TH 49+25 MATCH TO DWG IL-3 NOTES: 1. SEE SHEET ILD-1 FOR POLE SCHEDULE AND WIRING SCHEMATIC 2. SEE SHEET ILD-2 FOR WIRING SCHEDULES AND BREAKER SCHEDULE ❑ [j JUNCTION B8) OX WITH LOCK (TYPE 1, 2, SIGNAL CONTROLLER ELECTRICAL SERVICE CABINET MAST ARM SIGNAL POLE WITH LUMINAIRE UNDERGROUND CONDUIT/ 0 20 40 6( GRAPHIC SCALE QLJC=-r KAAD CH2Mr11LL CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 PROJECT M STREET SE NUMBER GRADE SEPARATION C201A CONTRACT NUMBER 11-01 ILLUMINATION PLAN SHEET IL-4 1280'199 z 0 co U.1 0 F- co C195 CONDUCTORS LUMINAIRE A# WIRE NOTE U CONSTRUCTION NOTE CV ITS CABLE SPLICE VAULT Fp 7B ITS PULL BOX I 6L WALL MOUNT LUMINAIRE 0 20 40 6( GRAPHIC SCALE QLJC=-r KAAD CH2Mr11LL CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 PROJECT M STREET SE NUMBER GRADE SEPARATION C201A CONTRACT NUMBER 11-01 ILLUMINATION PLAN SHEET IL-4 1280'199 z 0 co U.1 0 F- co C195 No. I Date 0 N a N Revision BP 20+qn MATr..H Tn Il\A /(- II _0 DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION 0 1 These drawings conform to the BY I DATE Q Drawn ST 08/2412011 Reviewed CS 08/24/2011 Approved NZ 08/24/2011 SCALE: -4116'_ WALL MOUNT LUMINAIRE l Revision BP 20+qn MATr..H Tn Il\A /(- II _0 DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION 0 1 These drawings conform to the ONE INCH AS DRAWN File: 3824241Ll pp.dgn 'IONAL CIT'T"V llr CH2MHILL 0 20 40 60 GRAPHIC SCALE PUBLIC WORKS Auburn, 25 West Main Street .. g z R NOTES: 1. SEE SHEET ILD -1 FOR POLE SCHEDULE AND WIRING SCHEMATIC 2. SEE SHEET ILD -2 FOR WIRING SCHEDULES AND BREAKER SCHEDULE LEGEND m � � (TYPE 2' 8) X WITH LOCK ® SIGNAL CONTROLLER ® ELECTRICAL SERVICE CABINET MAST ARM SIGNAL POLE WITH LUMINAIRE UNDERGROUND CONDUIT/ BY I DATE Q Drawn ST 08/2412011 Reviewed CS 08/24/2011 Approved NZ 08/24/2011 SCALE: ONE INCH AS DRAWN File: 3824241Ll pp.dgn 'IONAL CIT'T"V llr CH2MHILL 0 20 40 60 GRAPHIC SCALE PUBLIC WORKS Auburn, 25 West Main Street .. g z R NOTES: 1. SEE SHEET ILD -1 FOR POLE SCHEDULE AND WIRING SCHEMATIC 2. SEE SHEET ILD -2 FOR WIRING SCHEDULES AND BREAKER SCHEDULE LEGEND m � � (TYPE 2' 8) X WITH LOCK ® SIGNAL CONTROLLER ® ELECTRICAL SERVICE CABINET MAST ARM SIGNAL POLE WITH LUMINAIRE UNDERGROUND CONDUIT/ DATE: C L M='r AAA M CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 NUMBER M STREET SE iJMBER GRADE SEPARATION C201A CONTRACT NUMBER 11 -01 ILLUMINATION PLAN S!-;EE T IL-5 1290F199 z O a o! a CL w W a o! F- LU W W F- v) B a r Q N U C195 CONDUCTORS LUMINAIRE A WIRE NOTE ® CONSTRUCTION NOTE CV ITS CABLE SPLICE VAULT pB ITS PULL BOX -4116'_ WALL MOUNT LUMINAIRE DATE: C L M='r AAA M CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 NUMBER M STREET SE iJMBER GRADE SEPARATION C201A CONTRACT NUMBER 11 -01 ILLUMINATION PLAN S!-;EE T IL-5 1290F199 z O a o! a CL w W a o! F- LU W W F- v) B a r Q N U C195 LUMINAIRE POLE AND FIXTURE SCHEDULE Pole No. Location Pole Type Pale Length Foundation Type Luminaire Arm Length Luminaire Type / Wattage (120V) Luminaire Mounting Height # of Luminaires Notes Station Offset RT L1 -01 M10 +94.9 34.5 LT ALUMINUM LIGHT POLE 35' 2x2 SQ OR T DIA, 4.5' DEEP 12' TYPE III MEDIUM CUTOFF 400W HPS COBRA HEAD 35' 1 L1 -02 M12 +35.5 37.1 RT ALUMINUM LIGHT POLE 35' 2x2 SQ OR 3' DIA, 4.5` DEEP 12' TYPE III MEDIUM CUTOFF 40OW HPS COBRA HEAD 35` 1 1-2 -01 M13 +82.1 40.0 LT ALUMINUM LIGHT POLE 35' 2x2 SQ OR T DIA, 4.5' DEEP 12' TYPE III MEDIUM CUTOFF 400W HPS COBRA HEAD 35' 1 1-2 -02 M15 +30.1 49.0 RT ALUMINUM LIGHT POLE 35' 2x2 SQ OR T DIA, 4.5' DEEP 12' TYPE III MEDIUM CUTOFF 40OW HPS COBRA HEAD 35' 1 1-2 -03 M16 +63.6 WM LT ALUMINUM LIGHT POLE 28' SEE RETAINING WALL DETAILS 12' TYPE III MEDIUM CUTOFF 40OW HPS COBRA HEAD 35' 1 1-2 -04 M17 +89 WM RT ALUMINUM LIGHT POLE 14' SEE RETAINING WALL DETAILS 12' TYPE III MEDIUM CUTOFF 40OW HPS COBRA HEAD 35' 1 1-2 -05 M19 +35 WM LT ALUMINUM LIGHT POLE 8' SEE RETAINING WALL DETAILS 12' TYPE III MEDIUM CUTOFF 40OW HPS COBRA HEAD 35' 1 1-2 -06 M20 +32.5 WM RT ALUMINUM LIGHT POLE 16' SEE RETAINING WALL DETAILS 12' TYPE III MEDIUM CUTOFF 40OW HPS COBRA HEAD 35' 1 L2 -07 M18 +50 WM LT WM UNDER DECK N/A N/A N/A TYPE III MEDIUM CUTOFF 15OW HPS WALL PACK 18' 1 MOUNT ON SURFACE OF THE UPPER WALL 1-2 -08 M18 +90.5 WM LT WM UNDER DECK N/A N/A N/A TYPE Ili MEDIUM CUTOFF 150W HPS WALL PACK 18' 1 MOUNT ON SURFACE OF THE UPPER WALL 1-2 -09 j M18 +52 wM RT WM UNDER DECK N/A N/A N/A TYPE III MEDIUM CUTOFF 150W HPS WALL PACK 18' 1 MOUNT ON SURFACE OF THE UPPER WALL 1-2 -10 M18 +92 WM RT WM UNDER DECK N/A N/A N/A TYPE III MEDIUM CUTOFF 150W HPS WALL PACK 18' 1 MOUNT ON SURFACE OF THE UPPER WALL 1-3 -01 SEE SIGNAL POLE SCHEDULE 12' TYPE III MEDIUM CUTOFF 400W HPS COBRA HEAD 35' 1 1-3 -02 SEE SIGNAL POLE SCHEDULE 12' TYPE III MEDIUM CUTOFF 40OW HPS COBRA HEAD 35' 1 1-3 -03 M23 +99.2 32.3 LT ALUMINUM LIGHT POLE 35' 2x2 SQ OR T DIA, 4.5° DEEP 12' TYPE III MEDIUM CUTOFF 400W HPS COBRA HEAD 35' 1 1-3 -04 M25 +43.2 30.0 LT ALUMINUM LIGHT POLE 35' 2x2 SQ OR T DIA, 4.5' DEEP 12' TYPE III MEDIUM CUTOFF 40OW HPS COBRA HEAD 35' 1 1-4 -01 6TH69 +02.8 20.0 RT ALUMINUM LIGHT POLE 35' 2x2 SQ OR T DIA, 4.5' DEEP 12' TYPE III MEDIUM CUTOFF 400W HPS COBRA HEAD 35' 1 1-4 -02 4TH47 +26.7 28.5 LT ALUMINUM LIGHT POLE 35' 2x2 SQ OR T DIA, 4.5° DEEP 12' TYPE III MEDIUM CUTOFF 400W HPS COBRA HEAD 35' 1 1-4 -03 4TH49 +00.0 28.5 RT ALUMINUM LIGHT POLE 35' 2x2 SQ OR T DIA, 4.5' DEEP 12' TYPE III MEDIUM CUTOFF 40OW HPS COBRA HEAD 35' 1 1-5 -01 BP21 +42.87 24.0 RT ALUMINUM LIGHT POLE 35' 2x2 SQ OR T DIA, 4.5' DEEP 12' TYPE III MEDIUM CUTOFF 40OW HPS COBRA HEAD 1 35' 1 * WM: WALL MOUNT, SEE RETAINING WALL PLANS FOR DETAILS 0 r a 00 N Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE Drawn ST 08/12/2011 * �"�' -w These drawings conform to the t, � Reviewed CS 08/12/2011 ' i o Z z Contractor's construction records. 5 ® Approved NZ 08/12/2011 (` g P Drawn By: Date SCALE: W F- o_ F ,� 3727 ® w Construct1Qtrspeti ONE INCH ISTE �� W v AS DRAWN --- File: 3824241LD1.dgn WASHINGTON '9 CH2MHILL Auburn, P#BLIC WORKS DEPARTMENT 25 West Main Street • • GENERAL NOTES: 1. ALL JUNCTION BOXES AND CONDUIT RUNS SHALL BE INSTALLED OF THE SIZE AND TYPE AS SHOWN ON THE PLANS. BOXES SHALL BE ADJUSTED TO MATCH FINISH GRADE. LOCATIONS SHOWN ARE SCHEMATIC AND THE ENGINEER WILL PROVIDE EXACT LOCATIONS. SEE WSDOT STANDARD PLANS J -10, J- 40.10 -02 AND J- 40.30 -02. 2. ITS CABLE VAULTS SHALL CONFORM TO CITY OF AUBURN STANDARD DETAIL GENERAL 05 & 05A PULL BOXES SHALL CONFORM TO CITY OF AUBURN STANDARD DETAIL GENERAL 06 & 06A. 3. EXISTING CONDUITS WHICH ARE NO LONGER USED SHALL HAVE BANDS REMOVED AND BE CAPPED AND ABANDONED. 4. ROADWAY CROSSING OF CONDUIT SHALL BE INSTALLED BEFORE PLACEMENT OF FINAL PAVING LIFT. 5. SEE SPECIAL PROVISION FOR PAINTING REQUIREMENTS. DATE: CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 PROJECT M STREET SE NUMBER GRADE SEPARATION C201A CONTRACT ILLUMINATION DIAGRAM, NUMBER 11 -01 NOTES & SCHEDULE SHEET ILD -1 1300E 199 z O H Q fY Q EL W co W w w Q: U) Q r 0 cv U C195 Z 0 a_ LU Cf) LLJ O ui LLJ Cl) r-q V- C) cli 2 CL C) C195 00 j `� SDC� GRATE Le- x'1734' --j 17" FIR 40 '(6' RCP E) T7 IM50' 8 TOS 8 TOS 8 TOS 80T 00'. "10N G M j All 57 — — — p LEGEND = x TREES EVERGREEN T_ C 0 TREES DECIDUOUS 4 + + + SHRUBS 1+ TOPSOIL AND SOD ................ ............... GROUND COVER .............. ............... ............. I ai BT- SEC- . -1-8, T 21 N, R 05 El W.M. RELOCATED ---------- TREE 36" MAPLE-, EAST FA TOS 22" MAPLE RELOCATED 0 8 TOS I I!' C 0 N I F E �'-, EAST FACE —9 M IVIIAPLE EAST FAC CE E'% BT 1. BT— T _F v xxx BT BT —p- 22' CEDAR ----- --- -- SCALE: E INCH AS DRAWN FRO. 362424LMAgn B FA ull 'mw L7qlm STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT LINDA M. CYRA-KORSGAARD CERTIFICATE NO. 451 w BLDG STAND PIPE 8 TOS 14 — — RmT-n--*- — — — — im 13+00 R 14+00 00 --------------- W_mmmm�� V/Z/. 110000 � I X DECIDUOUS- 14-(X2YlG-(X2) (SPLIT TRUNK) 0 20 40 60 GRAPHIC SCALE CITY OF PUBLIC WORKS DEPARTMENT A 25 West Main Street 'BU � Auburn, Washington WASHINGTON CH2NIHILL DATE: F R 528 AUU HE 5 PS @ W O.C. MULCH 3! EACH SIDE OF TREE CA" BEFORE YOU IM Bt/MM UTUSIM N AREA I-- a ftd%M I P%ZAW CALL ONFOM V= Oft FCW BMW UTMU" LO"W 11 M STREET SE GRADE SEPARATION C201A 0 NT P 11-01 LANDSCAPING PLAN LD-1 z 0 ui W C195 L CA" BEFORE YOU IM Bt/MM UTUSIM N AREA I-- a ftd%M I P%ZAW CALL ONFOM V= Oft FCW BMW UTMU" LO"W 11 M STREET SE GRADE SEPARATION C201A 0 NT P 11-01 LANDSCAPING PLAN LD-1 z 0 ui W C195 e- z In ai i SEC. 18, T 21 No R 05 E, W.M. R Arl _MjE- SCALE: ONE INCH_ AS DRAWN File: 382424LD1.dgn N FA P go- �j, \� STATE OF ®v WASHINGTON REGISTERED LANDSCAPE ARCHITECT i, , a k • 1 . ! 9 1 NJ I M` , MATCH TO DWG LD -1 0 20 40 60 GRAPHIC SCALE WY OF BU _ PUBLIC WORKS DEPARTMENT 25 West Main Street kli RN Auburn, Washington WASHINGTON LINDA M. CYRA- KORSGAARD � � CERTIFICATE NO. 451 REVIEWED BY: 17_t1 LEGEND x C + + + + + + + TREES EVERGREEN TREES DECIDUOUS 0 ;-1 GROUND COVER 11 -01 LANDSCAPING PLAN - o-2 133 ass z 0 CL W w L9 w tIG Q N U C195 r d SEC. 18, T 21 N, R 05 E, W.M. MATCH! TO DWG LD-4 _ _ _ _ _ , - STREET so i— 21+00 Q o M LINE 23{-00 24+00 + q5 ,. �--- ,4-'- so W 13 PS 3 TOS _ _ ^_ z_ / ? ; 4' 100 RRT . K i o + + a + + O + + ® + ® + a _ Q? + + ++ + X X X C+ X X X 17" CONIFEROUS + + + + + + + + + + + + + + 15 CVM X + + + + + + + + + + + + + + + + r "— - 14 TOS X + + + + + + + + + + + + + + + ° + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + X + + + + + + + + + + + + +.+ + + + + + + + + + + + + + + + + + + - - -- + + + + + + + + + + + + + + +..+ + + + + + + + + + + + \ ` ;' X + + + + + + + + + + + + + + + v IOU SID - MAPLE x( :L) (SPLIT P �"L#!) + OLD COFC 10 �X FOUNDATION —pr iNP Ag3X + „ X -2'JAP MAPLE in ts x ly, + + 8s WS4LV . + + + + 116 AA WILLOW 322 RS 116 PM _W u '�k.+" +� sue.✓ /�� .C. �` �\ _ X { x \ �. ✓ a SEE NOTE 17 r;✓ \ ON SHEET LD-3 r , PRESERVE GRAVEL ' - r \ `" x f 'r ., r EXIST TREES, , � „ , u R♦ , � ^� �� ,.; ,� .y \ ; ` SEE DM-? (TYP ) f - y� 3ftB t � �, i , J 4 \ '\ r t 1 � ♦ f , , x , � x 1 °' F4 ' v 10" I� [�II_CCK �p ,J` _..1 ".2` APPLE 14" FIR-/ 16' FIR-/ 14' CEDAR ., REVIEWED BY: DATE: CITY OF PUBLIC WORKS DEPARTMENT 25 West Main Street cc41447 � cr- Auburn, Washington Pr0jFft Managdf WASHINGTON CH2MHILL mom LEGEND X TREES EVERGREEN o TREES DECIDUOUS T + + + + + + SHRUBS + + + TOPSOIL AND SEED L_\S C?y' SEED NO TOPSOIL 0 20 40 60 GRAPHIC SCALE CALL BEFORE YOU DW dUR !M UTi1#7 = W AREA I swim m PUWM CAL O V= NO FOR DIM UTUM LOCATE i . M SE GRADE SEPARATION C201A LANDSCAPING PLAN - LD-3 934 199 0 a W tI) w w w Q u C195 u '�k.+" +� sue.✓ /�� .C. �` �\ _ X { x \ �. ✓ a SEE NOTE 17 r;✓ \ ON SHEET LD-3 r , PRESERVE GRAVEL ' - r \ `" x f 'r ., r EXIST TREES, , � „ , u R♦ , � ^� �� ,.; ,� .y \ ; ` SEE DM-? (TYP ) f - y� 3ftB t � �, i , J 4 \ '\ r t 1 � ♦ f , , x , � x 1 °' F4 ' v 10" I� [�II_CCK �p ,J` _..1 ".2` APPLE 14" FIR-/ 16' FIR-/ 14' CEDAR ., REVIEWED BY: DATE: CITY OF PUBLIC WORKS DEPARTMENT 25 West Main Street cc41447 � cr- Auburn, Washington Pr0jFft Managdf WASHINGTON CH2MHILL mom LEGEND X TREES EVERGREEN o TREES DECIDUOUS T + + + + + + SHRUBS + + + TOPSOIL AND SEED L_\S C?y' SEED NO TOPSOIL 0 20 40 60 GRAPHIC SCALE CALL BEFORE YOU DW dUR !M UTi1#7 = W AREA I swim m PUWM CAL O V= NO FOR DIM UTUM LOCATE i . M SE GRADE SEPARATION C201A LANDSCAPING PLAN - LD-3 934 199 0 a W tI) w w w Q u C195 Z d Q Q. W U) W C7 F- W to e 4i r- N v 2 a N C195 No. r r r IL a co PLANT SCHEDULE DECORATIVE CORNER & STREET PLANTING SYMBOL QUANTITY BOTANICAL NAME COMMON NAME SIB NOTES TREES PS 53 PRUNUS SERRULATA 'ROYAL BURGUNDY' ROYAL BURGUNDY CHERRY 2" CALIPER SELECT STREET TREE, LOWER LIMBS 5' HT. AT TIME OF PLANTING, PLANT 20'-30'0.C. SHRUBS TOS 161 THUJA OCCIDENTALIS 'SMARAGD' EMERALD GREEN ARBORVITAE 5' HT, 15-18" SPREAD, 18" MIN. BALL PLANT 4' O.C. RRT 290 ROSA RUGOSA'THERESE BUGNET' THERESE BUGNET ROSE 16" HT. 3 CANES GRADE NO. 1, PLANT 4' O.C., OFFSET 4' TRIANGULAR SPACING IN BEDS BT 17 BERBERIS THUNBERGII 'CRIMSON PYGMY ('ATROPURPUREA NANA -) CRIMSON PYGMY DWARF BARBERRY 12" HT OR SPREAD, 3 CANES PLANT T O.C. AUU 656 ARCTOSTAPHYLOS UVA -URS KINNIKINIK - BEARBERRY #SP4 PLANT 12" O.C., TRIANGULAR SPACE GROUNDCOVER 7,000 SF MULCH MULCH SEE SPECIFICATIONS, 2" DEPTH THROUGHOUT LAWN SOD 800 SY LAWN SOD LAWN SOD SOURCE APPROVED BY ENGINEER BOND AREA PLANTING (INSIDE FENCE) SYMBOL QUANTITY BOTANICAL. NAME COMMON NAME SIZE NOTES TREES ACVM 15 ACER CIRCINATUM VINE MAPLE 4' HT. (9/16" CALIPER- AVERAGE OF TRUCKS) MULTI -STEM (3 TRUNKS) PLANT IN GROUPS AS SHOWN ON PLANS, 20' O.G. SHRUBS AA 116 ANELANCHIER ALNIFOLIA SERVICEBERRY _ 4' HT. 6 CANES PLANT 5' O.C., TRIANGULAR SPACED IN GROUPS OF 3 TO 5 RS 322 RIBES SANGUINEUM RED FLOWERING CURRENT 18" - 24" HT 4 CANES PLANT T O.C., TRIANGULAR SPACED IN GROUPS OF 5 GROUNDCOVER PM 116 POLYSTICHUM MUNITUM SWORD FERN 1 GALLON PLANT 5' O.C., TRINNGULAR SPACED IN GROUPS OF 5 12,200 SF MULCH MULCH SEE SPECIFICATION - 2" DEPTH THROUGHOUT SEED MIX A 18,200 SF MOIST -DRY, SEE SPECIFICATION SEED HYDROSEED @ 60 LB /ACRE, HANDSEED Q 2 LBS /1000 SF i �I AS MAWN FFA \ V STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT LINDA M. CYRA- KORSGAARD CERTIFICATE NO. 451 121:T►1 -a12' "*J CFL?.MHILL PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington LANDSCAPING NOTES: 1. ALL LANDSCAPE AND PLANT MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AMERICAN STANDARD FOR NURSERY STOCK, ANSI ZI0.1 -2004. THE SPECIFICATION MAY REQUIRE A HIGHER STANDARD, AND WOULD TAKE PRECEDENCE OVER THE LANDSCAPE STANDARD. 2. ALL DIMENSIONS FOR PLANT HEIGHT, SPREAD AND CALIPER ARE MINIMUM REQUIREMENTS. 3. ALL PLANTS MUST BE NURSERY GROWN AND ACCEPTED BY LANDSCAPE ARCHITECT PRIOR TO PLANTING. 4. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE APPROVED AND CONFIRMED ON SITE BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 5. LOCATION OF ALL UTILITIES AND SERVICE CONNECTIONS TO PRIVATE LOTS TO BE LOCATED ON SITE AND CLEARLY MARKED BY THE LANDSCAPE CONTRACTOR PRIOR TO ANY SURFACE WORK. 6. PROTECT AS MANY TREES AND SHRUBS AS POSSIBLE DURING THE CONSTRUCTION PHASE. SEE DEMOLITION AND EROSION CONTROL DRAWINGS FOR SPECIFIC AREAS OF NOTABLE CLUSTERS OF MATURE CONIFERS AND DECIDUOUS TREES. 7. LANDSCAPE CONTRACTOR SHALL ACCEPT SUBGRADE PRIOR TO BEGINNING WORK. 8. MINIMUM I WAMENDED TOPSOIL DEPTH IN ALL SHRUB BED AREAS. 9. MINIMUM 4 "AMENDED TOPSOIL DEPTH IN ALL GRASS /SEED MIX AREAS. 10. PLANTING SOIL IN PLANTING AREAS SHALL BE NON COMPACTED. 11. PLANTING IN WATER SATURATED SOILS AND AREAS WITH STANDING WATER WILL NOT BE ALLOWED. NOTIFY ENGINEER WHEN SUBGRADE OF PLANTING PIT IN SIDEWALK IS PREPARED. FILL PLANTING PIT WITH WATER TO ENSURE SUBSOIL IS FREE DRAINING. (ONE AREA MINIMUM EACH QUADRANT). SCARIFY BOTTOM OF PLANT PIT TO ENSURE PROPER PERCOLATION. NOTIFY ENGINEER WHERE PERCOLATION IS NOT ACHIEVED IN STREET TREE LOCATIONS. 12. REFER TO ENGINEERING DRAWINGS FOR FURTHER INFORMATION REGARDING CIVIL MATTERS. 13. DO NOT INSTALL PAVEMENT MARKINGS AND LANES BASED ON THESE DRAWINGS. 14. COORDINATE ACCESS AND CONSTRUCTION STAGING WITH ENGINEER. 15. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEBRIS AND EXCESS SOIL OCCASIONED BY THE LANDSCAPE INSTALLATION. 16. DISCREPANCIES BETWEEN PLANS AND SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE PROCEEDING. 17. POND AREA PLANTING OF NATIVE TREES AND SHRUB SHALL BE PLANTED IN A RANDOM NATURALIZED PATTERN WITH GROUPS OF EACH SPECIES. 18. PLANT PER CITY OF AUBURN„ DEPT. OF PUBLIC WORKS, STD. DETAIL TRAFFIC -14. (MODIFY TO USE FLEXIBLE MATERIAL WITH BROAD SMOOTH SURFACE AS ALTERNATIVE TO WIRE AND HOSE.) 20. SEE PAVING PLANS FOR TREE GRATE LOCATIONS. (TRAFFIC -64, CHINOOK TREE GRATE WITH STANDARD "S" FRAME.) 21. MULCH ENTIRE PLANT BED, ENSURING MULCH DOES NOT TOUCH PLANT STEMS AND KEEP BACK 2 INCHES FROM TREE TRUNK. 22. NOTIFY ENGINEER TO SCHEDULE INSPECTIONS. REMOVE ALL TAGS AFTER FINAL PLANT INSPECTION. REVIEWED BY: PmjecWanaqerV DATE: �/ r I , e :1 SEPARATION i - D *. LANDSCAPING LEGEND, N'',`' 11-01 NOTES, AND PLANT SCHEDULE LD-5 136 199 Z O a w W t9 w w • N t� C195 Z 0 F- Q d Q 0- W W Q U W W w F- (j) 19 Q r O N Al P P 0 N P P G a rn C195 N rn a co O to M C M 0 • . � l go M Id PT 4TH ST SE PLAZA GRADING POINT STATION OFFSET ELEV DESCRIPTION A M 21+35.69 43.50 LT 82.43 BACK OF WALK B M 21+59.64 64.87 LT 83.69 PLAZA C 4TH 49 +02.37 27.03 RTJ 85.86 1 BACK OF WALK CURVE DATA "T" - PLAZA ELEVATIONS LOCATION STATION OFFSET ELEV PC M 21+07.'68 43.50 LT 82.00 1/2 M 21+23.87 45.73 LT 82.37 PT M 21+38.86 52.24 LT 82.84 UL L I A 31 ° 1828.80" R 60.00' T 16.81' L 32.79' CURB RETURN "U" - PLAZA ELEVATIONS LOCATION STATION OFFSET ELEV PC M 21+63.70 43.50 LT 83.14 1/2 M 21+74.12 45.78 LT 83.77 PT M 21+82.65 52.19 IT 84.44 7 ULL IA 4916'04.84" R 25.00' T 11.46' L 21.50' CURB RETURN "V" - PLAZA ELEVATIONS LOCATION STATION OFFSET ELEV PC 4TH 49 +40.06 36.33 RT 84.66 1/2 4TH 49 +29.05 29.42 RT 84.96 PT j 4TH 49 +16.27 27.00 RT 1 85.32 UL L I A 41" 492U. OU" R 35.00' T 13.72' L 26.16' CURVE DATA "X" - PLAZA ELEVATIONS LOCATION STATION OFFSET ELEV PC 4TH 49 +20.85 43.37 RT 84.66 .1/2 4TH 49+15.53 35.98 RT 85.02 PT I 4TH 49 +08.68 1 29.99 RT 1 85.81 Ut L I A 26"08' 16.36" R 40.00' T_ T C A C 9.29 f L 18.25` GENERAL NOTES: 1. CONTOURS DISPLAYED AT 0.1' INTERVALS ARE j APPROXIMATE AND ARE PROVIDED FOR REFERENCE ONLY. 2. FOR ALIGNMENT INFORMATION, SEE SURVEY CONTROL � FOR CURB AND CURB AND RIGHT OF WAY PLAN SHEETS. RAMP GRADING, 3. FOR PAVING INFORMATION SEE PAVING PLAN AND ®ING SEE IG 3 , TREET � - PROFILE SHEETS. � � ..� 4. ALL CALLOUTS TO THE FACE OF CURB, UNLESS CURB RETURN "U "' - OTHERWISE NOTED. 5 SECTIONSDING BEYOND LIMITS SHOWN, SEE ROADWAY i 0 5 10 15 GRAPHIC SCALE CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE -� t., r REVIEWED BY: DATE: PROJECT Drawn ST 08/12/2011 P- `- �-�"kF CITE' OF M STREET SE NUMBER These drawings conform to the PUBLIC WORKS DEPARTMENT GRADE SEPARATION C201A Z z Contractor's construction records. Reviewed LL 08/12/2011 f � �;; o Approved JM 08/12/2011 25 West Main Street 4W�l , l®- co�iTRacr ®U Drawn By: Date SCALE: ,► /gUbUrn, Washington Proj t Manager 4TH ST SE ENHANCEMENT NUMBER p �� YVAJ1111�IGTlr SITE 11 -01 w ONE INCH 33773 O �� w U Construction tion O�TC(STE% �� �y R GRADING PLAN SHEET AS DRAWN 1 Jr -�A �SSIONAL �' CH2MHILL onstructio Manager U D_2 File: 382424UD2.dgn �- 1380,, 199 z 0 i= Q Q CL w w Q c� w w co Q O N U C195 0 N 1 P r G a rn Lii M 3% 1411 nil f%t1l t AA r11 r%r' 4" x 1 1 #2" STEEL STRAP musgiffil W /40 STRAPS •► BENCH 1 NTS UD -1 2 1ETER INISHED GRADE FRONT SIDE BIKE RACK 2 NTS U D -1 1 %" DIAMETER TUBING Z O H Q Q CL w to w 0 Q c� w w 0 N U C195 RETAINING WALL PLAN SHEET INDEJ SHEET TITLE RT -1 RETAINING WALL LAYOUT & GENERAL NOTES (1 OF 2) RT -2 RETAINING WALL LAYOUT & GENERAL NOTES (2 OF 2) RT -2A RETAINING WALL EXCAVATION LIMITATIONS RT -3 RETAINING WALL PLAN AND PROFILE (1 OF 6) RT-4 RETAINING WALL PLAN AND PROFILE (2 OF 6) RT -5 RETAINING WALL PLAN AND PROFILE (3 OF 6) RT -6 RETAINING WALL PLAN AND PROFILE (4 OF 6) RT -7 RETAINING WALL PLAN AND PROFILE (5 OF 6) RT -8 RETAINING WALL PLAN AND PROFILE (6 OF 6) RT -9 MINOR RETAINING WALL DETAILS RT -10 MINOR RETAINING WALL PROFILES (1 OF 2) RT -11 MINOR RETAINING WALL PROFILES (2 OF 2) RT -12 CONCRETE BARRIER WALL SECTIONS & DETAILS (1 OF 2) RT -13 CONCRETE BARRIER WALL SECTIONS & DETAILS (2 OF 2) RT -14 CAST -IN -PLACE WALL SECTIONS & DETAILS RT -15 RETAINING WALL RU ELEVATION RT -16 RETAINING WALL LU2 ELEVATION RT -17 RETAINING WALL LL3 AND RL3 ELEVATION RT -18 RETAINING WALL LU3 AND RU2 ELEVATION RT -19 RETAINING WALL LU6 ELEVATION RT -20 SOIL NAIL WALL DETAILS (1 OF 3) RT -21 SOIL NAIL WALL DETAILS (2 OF 3) RT -22 SOIL NAIL WALL DETAILS (3 OF 3) RT -23 RETAINING WALL LU4 & LU6 ELEVATION RT -24 RETAINING WALL RU3 & RU4 ELEVATION RT -25 SOLDIER PILE WALL SECTIONS AND DETAILS (1 OF 2) RT -26 SOLDIER PILE WALL SECTIONS AND DETAILS (2 OF 2) RT -27 PERMANENT GROUND ANCHOR DETAILS RT -28 RETAINING WALL FENCING DETAILS TYPES 1 & 2 RT -29 RETAINING WALL FENCING DETAILS TYPE 3 RT -30 RETAINING WALL PRECAST CAP DETAILS RT -31 RETAINING WALL DRAINAGE DETAILS C.I.P. - CAST -IN -PLACE CONCRETE WALL CBW - CONCRETE BARRIER WALL SNW - SOIL NAIL WALL SPTBW - SOLDIER PILE TIE -BACK WALL CSPW - CANTILEVER SOLDIER PILE WALL M N Er. co 0 M LEFT WALLS � WALL WALL TYPE SHEET NO. J ¢ RU1 CSPW RT -25 & 26 J LU1 C.I.P. RT -14 w RU3 SPTBW RT -25 & 26 � LU2 SNW RT -20 - 22 cr LU3 SNW RT -20 - 22 a LU4 SPTBW RT -25 & 26 J LU5 SPTBW RT -25 & 26 Approved LU6 SNW RT -20 - 22 WALL WALL TYPE SHEET NO. J ¢ LL1 CBW RT -12 & 13 3.1 ®L p LL2 C.I.P. RT -14 w LL3 SNW RT -20 - 22 0 O LL4 C.I.P. RT -14 J LL5 CBW RT -12 & 13 C.I.P. - CAST -IN -PLACE CONCRETE WALL CBW - CONCRETE BARRIER WALL SNW - SOIL NAIL WALL SPTBW - SOLDIER PILE TIE -BACK WALL CSPW - CANTILEVER SOLDIER PILE WALL M N Er. co 0 M GENERAL NOTES: 1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION DATED 2010. 2. THE RETAINING WALLS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FIFTH EDITION DATED 2009. EXCEPT THE SOLDIER PILE TIE -BACK WALLS HAVE BEEN DESIGNED TO THE AREMA MANUAL FOR RAILWAY ENGINEERING DATED 2008. SEISMIC DESIGN OF THIS STRUCTURE HAS BEEN DONE USING A GROUND ACCELERATION COEFFICIENT OF 0.45. 3. ALL DIMENSIONS ARE HORIZONTAL AND VERTICAL UNLESS OTHERWISE SHOWN. 4. ALL WELDING SHALL BE DONE TO MINIMIZE DISTORTION. THE WELDING SEQUENCES AND PROCEDURES TO BE USED SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO THE START OF WELDING. 5. REINFORCING SHALL BE STEEL REINFORCING BARS, GRADE 60 AND CONFORMING TO ASTM A615 ( AASHTO M31) OR ASTM A706. 6. UNLESS OTHERWISE SHOWN IN THE PLANS, THE CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCING STEEL SHALL BE 1 1/2 ". 7. REINFORCING STEEL: A. PRIOR TO FABRICATING ANY REINFORCING STEEL, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (PLACING DRAWINGS AND BENDING LISTS) FOR REVIEW BY THE ENGINEER.SHOP DRAWING SHALL BE PREPARED IN ACCORDANCE WITH THE CRSI MANUAL OF STANDARD PRACTIVE AND THE ACI DETAILING MANUAL. PLACING DRAWINGS SHALL SHOW THE LOCATION OF ALL CONCRETE CONSTRUCTION JOINTS. B. REINFORCING STEEL SHALL CONFORM TO ASTM A615 ( AASHTO M31), GRADE INDICATED ON THE PLANS BY THE SYMBOLTE . C. ALL BENDS, UNLESS OTHERWISE SHOWN, SHALL BE 90 DEGREE STANDARD HOOK AS DEFINED IN THE LATEST EDITION OF ACI 318. D. REINFORCEMENT SHALL BE LAP SPLICED AT LOCATIONS INDICATED IN THE PLANS OR AT LOCATIONS APPROVED BY THE ENGINEER DURING REVIEW OF THE REINFORCING STEEL SHOP DRAWINGS. MINIMUM LAP SPLICE LENGTHS SHALL BE AS FOLLOWS. REINFORCING STEEL SPLICE LENGTH TABLE 4,000 - BAR SIZE RIGHT WALLS � WALL WALL TYPE PE SHEET NO. � J ¢ RU1 CSPW RT -25 & 26 3' -i RU2 SNW RT -20 - 22 w RU3 SPTBW RT -25 & 26 � RU4 SPTBW RT -25 & 26 RU5 C.I.P. RT -14 WALL WALL TYPE SHEET NO. J RL1 CBW RT -12 & 13 Approved RL2 C.I.P. RT -14 Uj RL3 SNW RT -20 - 22 3.1 ®L p RL4 C.I.P. RT -14 RL5 CBW RT -12 & 13 GENERAL NOTES: 1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION DATED 2010. 2. THE RETAINING WALLS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FIFTH EDITION DATED 2009. EXCEPT THE SOLDIER PILE TIE -BACK WALLS HAVE BEEN DESIGNED TO THE AREMA MANUAL FOR RAILWAY ENGINEERING DATED 2008. SEISMIC DESIGN OF THIS STRUCTURE HAS BEEN DONE USING A GROUND ACCELERATION COEFFICIENT OF 0.45. 3. ALL DIMENSIONS ARE HORIZONTAL AND VERTICAL UNLESS OTHERWISE SHOWN. 4. ALL WELDING SHALL BE DONE TO MINIMIZE DISTORTION. THE WELDING SEQUENCES AND PROCEDURES TO BE USED SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO THE START OF WELDING. 5. REINFORCING SHALL BE STEEL REINFORCING BARS, GRADE 60 AND CONFORMING TO ASTM A615 ( AASHTO M31) OR ASTM A706. 6. UNLESS OTHERWISE SHOWN IN THE PLANS, THE CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCING STEEL SHALL BE 1 1/2 ". 7. REINFORCING STEEL: A. PRIOR TO FABRICATING ANY REINFORCING STEEL, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (PLACING DRAWINGS AND BENDING LISTS) FOR REVIEW BY THE ENGINEER.SHOP DRAWING SHALL BE PREPARED IN ACCORDANCE WITH THE CRSI MANUAL OF STANDARD PRACTIVE AND THE ACI DETAILING MANUAL. PLACING DRAWINGS SHALL SHOW THE LOCATION OF ALL CONCRETE CONSTRUCTION JOINTS. B. REINFORCING STEEL SHALL CONFORM TO ASTM A615 ( AASHTO M31), GRADE INDICATED ON THE PLANS BY THE SYMBOLTE . C. ALL BENDS, UNLESS OTHERWISE SHOWN, SHALL BE 90 DEGREE STANDARD HOOK AS DEFINED IN THE LATEST EDITION OF ACI 318. D. REINFORCEMENT SHALL BE LAP SPLICED AT LOCATIONS INDICATED IN THE PLANS OR AT LOCATIONS APPROVED BY THE ENGINEER DURING REVIEW OF THE REINFORCING STEEL SHOP DRAWINGS. MINIMUM LAP SPLICE LENGTHS SHALL BE AS FOLLOWS. REINFORCING STEEL SPLICE LENGTH TABLE 4,000 - BAR SIZE i - TOP B. 4 2' -I 5 2'-w 6 2' -! 7 3' -i 8 4' -. 9 5' -! 10 7'-, 11 1 9' -I * NOTE: TOP BARS ARE DEFINED AS HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE BAR IN ANY SINGLE POUR. HORIZONTAL WALL BARS ARE CONSIDERED TOP BARS. 8. CONCRETE SHALL BE CLASS 4000 UNLESS OTHERWISE SHOWN. 9. SETTLEMENT MONITORING OF THE EXISTING SR18 BRIDGE IS REQUIRED DURING ADJACENT CONSTRUCTION. SEE SPECIAL PROVISIONS. 10. FASCIA TREATMENT SHALL BE %4" THICK ASHLAR STONE BLOCK PATTERN. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY I DATE Drawn DRH 11/04/2011 These drawings conform to the z z 0 Contractor's construction records. Reviewed GLC 08/2612011 -- Approved PWG 08/2612011 ®L Drawn By: Date SCALE: AS SHOWN 0� v w Construction Ins p ONE INCH v n AS DRAWN 1A kl`� File: 382424RT1.DGN WA tiff, 11 IM SOLDIER PILE WALL GENERAL NOTES: 1. ALL STRUCTURAL STEEL PILES SHALL BE ASTM A 992 GRADE 50. 2. SOLDIER PILE SHAFTS SHALL BE FILLED, WITHIN LIMITS SHOWN, WITH CONC. CLASS 4000P IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION 6 -02 -3, LEAN CONCRETE IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION 6- 16.3(5), OR CONTROLLED DENSITY FILL IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION 2- 09.3(1)E. 3. STEEL PILES SHALL BE PAINTED TO LIMITS SHOWN IN THE PLANS. ALL STRUCTURAL STEEL SHALL BE PAINTED IN ACCORDANCE WITH STANDARD SPECIFICATION 6- 16.3(4). 4. THE PERMANENT GROUND ANCHOR (P.G.A.) WORKING DESIGN LOAD (DL) IS 100 KIPS FOR ALL P.G.A. LOCATIONS. THE LOCK OFF LOAD EQUALS 60% OF THE DESIGN LOAD OR 60 KIPS. 5. TIMBER LAGGING SHALL BE DOUGLAS FIR -LARCH AND SHALL BE TREATED IN ACCORDANCE WITH STANDARD SPECIFICATION 9- 09.3(1). 6. PILES INSTALLED WITHIN THE BNSF RIGHT -OF -WAY SHALL BE INSTALLED USING FULL -DEPTH TEMPORARY CASING AS SPECIFIED. PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington WASHINGTON °"A`� CH2MH1 L CONCRETE BARRIER WALL GENERAL NOTES: 1. CONCRETE BARRIER WALL EXPANSION JOINTS SHALL BE SPACED AT 24' -0" MAX. SOIL NAIL WALL GENERAL NOTES: 1. FACING HAS BEEN DESIGNED IN ACCORDANCE WITH: - AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 4TH EDITION W/ 2008 INTERIMS. -FHWA GEOTECHNICAL ENGINEERING CIRCULAR NO. 7, SOIL NAIL WALLS (2003). 2. MATERIAL FOR HEADED STUDS SHALL BE ASTM A325. 3. MATERIAL FOR SOIL NAILS SHALL CONFORM TO ASTM A615, GR 75. 4. SOIL NAIL RETAINING WALL EXPANSION JOINTS SHALL BE SPACED AT 24' -0" (MAX). CANTILEVER CAST -IN -PLACE WALL GENERAL NOTES: 1. IN TYPICAL SECTIONS, DIMENSIONS DENOTED A, B, Cv, AND D ARE SHOWN IN WSDOT STANDARD PLAN D- 10.10 -01. WALL REINFORCEMENT AND OTHER DETAILS SHALL BE PROVIDED PER WSDOT STANDARD PLAN D- 10.10 -01 UNLESS NOTED OTHERWISE. 2. CAST -IN -PLACE RETAINING WALL EXPANSION JOINTS SHALL BE SPACED AT 24' -0" (MAX). WALL VICINITY MAP KEY PLAN NOTE: SEE RT -10 FOR MINOR RETAINING WALL LOCATIONS. Itm DATE: 0 60 120 180 GRAPHIC SCALE :: CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 UM PROJECT M STREET SE NUMBER GRADE SEPARATION C201A CONTRACT RETAINING WALL LAYOUT NUMBER 11 -01 & GENERAL NOTES I (1 OF 2) RT -1 140CII 199 z O a w U) w a C� w W 0 N U C195 0 N d' r =, Lo a bi M CONSTRUCTION GENERAL NOTES: 1. IN ORDER TO PROVIDE FOR A UNIFORMLY FINISHED WALL FACE WITH A CLEAN VISUAL LINE, THE WORK SHALL BE SEQUENCED AS FOLLOWS: A. CIP WALLS LU1 AND RU5 SHALL BE CONSTRUCTED AND BACKFILLED PRIOR TO INSTALLING SOIL NAILS FOR WALL LU2 OR TIE -BACKS FOR WALL RU4. DISTURBED AREAS DUE TO EXCAVATION FOR CIP WALLS THAT EXTEND BEHIND THE LIMITS OF ANCHORED WALLS SHALL BE BACKFILLED PER "SOIL NAIL / SOLDIER PILE WALL - CONSTRUCTION BACKFILL DETAIL" ON "SOIL NAIL WALL DETAILS (3 OF 3) ". ALTERNATIVELY, TEMPORARY SHORING CAN BE USED BETWEEN WALL TYPES AS REQUIRED TO KEEP LOWER W, THE MATERIAL BEHIND THE ANCHORED WALLS UNDISTURBED BY CIP WALL CONTROL L CONSTRUCTION. B. CIP CONCRETE FASCIA FOR SNW'S, SPTBW'S AND CSPW'S SHALL NOT BE CAST UNTIL THE EXCAVATION FOR ALL WALLS HAS BEEN COMPLETED AND THE WALLS HAVE EXPERIENCED THEIR INITIAL DEFORMATIONS. MINOR ADJUSTMENTS TO THE FASCIA WALL THICKNESS (UP TO % INCHES) WILL BE ALLOWED TO TAKE UP DIFFERENCES IN ADJACENT WALL TYPE DEFORMATIONS TOP OF ROADWAY AND FACILITATE ACHIEVING A UNIFORM AND PLANAR FINISHED WALL FACE. C. THE STORMWATER PUMP STATION SHALL BE CONSTRUCTED AND BACKFILLED TOP OF SUBGRADE TO THE BOTTOM OF WALL RU5 OR OTHERWISED SHORED BEFORE WALL CONSTRUCTION TO PREVENT UNDERMINING OF THE RETAINING WALL DURING PUMP STATION CONSTRUCTION. 2. CARE SHALL BE TAKEN TO PREVENT CONSTRUCTION LIVE LOAD SURCHARGES FROM BEING IMPOSED ON ANY RETAINING WALLS DURING CONSTRUCTION. AS PART OF THE CONTRACTOR'S WORK PLAN, THE PROPOSED TYPE AND WORKING LOCATIONS FOR ALL EQUIPMENT AND MATERIAL STORAGE SHALL BE SUBMITTED FOR REVIEW BY THE ENGINEER. 3. EXCAVATION IN FRONT OF WALLS SHALL NOT EXTEND BELOW BOTTOM OF TIMBER LAGGING OR SHOTCRETE FASCIA EXCEPT FOR THE INSTALLATION OF UTILITIES AS SHOWN IN CONTRACT PLANS. SEE RT -2A AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. UPPER WALL CONTROL LINE PRECAST CAP C.I.P. CONCRETE FASCIA PANEL FINISHED GRADE AT BACK OF WALL LL & RL (SIDEWALK PROFILE) 7 Z -0" 8' -0" 1'-4" 1 RETAINING WALL FENCING TYPE 3, TYP LOWER WALL CONTROL LINE TOP OF WALL i CURB LINE FINISHED GRADE AT FRONT FACE OF WALL LL & RL ! (ROADWAY ! SURFACE) -� I 0 c� o BOTTOM OF WALL RETAINING WALL FENCING - TOP OF WALL EXISTING GROUND OR FINISHED GRADE UPPER WALL CONTROL LINE PRECAST CAP C.I.P. CONCRETE '— ILLUMINATION FASCIA PANEL - CONDUIT, SEE ILLUMINATION PLANS FINISHED GRADE \ AT BACK OF WALL LL & RL (SIDEWALK PROFILE) SOIL NAIL, TYP 11-4" 2' -0" UPPER WALL - SNW & LOWER W TYPICAL CROSS SECTION NTS NOTE: SECTION WITH LOWER CBW IS SIMILAR. UPPER WALL CONTROL LINE EXISTING GROUND •- OF ROADWAY TOP OF r -�,� L- GRAVEL BACKFILL FOR WALLS LOWER WALL - C.I.P. OR CBW UPPER WALL - SNW, SPTBW OR CSPW RETAINING WALL FENCING TOP OF WALL EXISTING I GROUND OR FINISHED 1 GRADE UPPER WALL CONTROL LINE _ rve+ -raw � o LOWER WALL - SNW UPPER WALL - SNW LOWER) CONTROL • i •,..- ROADWAY TOP O SUBGRADE E2 LIMITS OF LIMITS OF GRAVEL BACKFILL LIMITS B ROADWAY EXC. FOR WALLS SELECT BORROW TYPICAL WALL EXCAVATION AND BACKFILL LIMITS NITS NOTE: COMPACT GRAVEL BACKFILL FOR WALLS BELOW THE ELEVATION OF ALL C.I.P. WALL FOOTINGS PER SECTION 2- 03.3(14)C METHOD C OF THE STANDARD SPECIFICATIONS. ILLUMINATION CONDUIT, SEE UPPER WALL ' ILLUMINATION PLANS RETAINING WALL SOIL NAIL, CONTROL LINE FENCING DETAILS o TYP. - PRECAST CAP TOP OF WALL - VERTICAL NAILS WHERE FINISHED GRADE EXISTING REQUIRED SEE RETAINING AT BACK OF WALL LL i GROUND OR ! WALL ELEVATIONS" (SIDEWALK PROFILE) I FINISHED FOR DETAILS i GRADE ABANDONED 11-41 2' -0" 8' -0" ORIGINAL SR -18 RETAINING WALL FOUNDATION FENCING TYPE 3 TYP 8' -_ -- (TO REMAI ) LOWER WALL ILLUMINATION CONTROL LINE CONDUIT, SEE ILLUMINATION TOP OF WALL i ; PLANS CURB LINE -- ,�" FINISHED GRADE I iv o ABANDONED AT FRONT FACE I SIGNALIZATION (TO BE PARTIALLY OF WALL LL & RL I CONDUIT, SEE DEMOLISHED) (ROADWAY I o BOTTOM SIGNAL PLANS BOTTOM OF WALL & SURFACE) ; OF WALL (LEFT LOWER C.I.P. CONCRETE FASCIA SIGNALIZATION WALL ONLY) BOTTOM OF WALL & C.I.P. CONCRETE FASCIA - C.I.P. UPPER WALL - SNW & LOWER WALL - SNW TYPICAL CROSS SECTION B RT - 5 NTS RT -4 RT -5 (AT SR -18 EXISTING FOUNDATION) ° CONDUIT, SEE 'Nip o SIGNAL PLANS (LEFT LOWER o WALL ONLY) BOTTOM OF WALL UPPER WALL - C.I.P. & LOWER WALL - C.I.P. TYPICAL CROSS SECTION C NTS RT -8 UPPER WALL CONTROL LINE PRECAST CAP C.I.P. CONCRETE FASCIA PANEL FINISHED GRADE AT BACK OF WALL LL (SIDEWALK PROFILE) CURBLINE 2' -0" 8' -0" TOP OF WALL FINISHED GRADE AT FRONT FACE ! OF WALL RL I �" (ROADWAY SURFACE) - X ®I� SIGNALIZATION r1 _ CONDUIT, SEE BO OM SIGNAL PLANS OF WALL (LEFT LOWER WALL ONLY) UPPER WALL - CSPW & LOWER TYPICAL CROSS SECTION / UPPER WALL CONTROL LINE EXISTING GROUND i LOWER WALL - C.I.P_ OR CBW UPPER WALL - C.I.P. ' BACK OF UPPER ✓� WALL FOOTING FINISH GRADE EXC. LIMITS BACKFILL ALL DISTURBED AREAS BELOW FOOTING AND BEHIND WALLS WITH GRAVEL BACKFILL FOR WALLS. (SEE NOTE) RETAINING WALL UPPER WALL FENCING CONTROL LINE - ` RETAINING WALL WALL - FENCING TYPE 3, TYP SIGNALIZATIow- LOWER WALL FINISHED CONDUIT, SEE CONTROL LINE SIGNAL PLANS (LEFT LOWER TOP OF WALL WALL ONLY) o _ \� - _ CURB LINE i C.I.P. CONCRETE ' FASCIA PANEL ' I BOTTOM FINISHED GRADE OF C.I.P. AT FRONT FACE I CONCRETE -- _FASCIA OF WALL LL & RL j (ROADWAY ° 2 - SURFACE) j r TEMPORARY 4 0 SHOTCRETE ZN FACING BOTTOM OF WALL UPPER WALL - SNW & LOWER W TYPICAL CROSS SECTION NTS NOTE: SECTION WITH LOWER CBW IS SIMILAR. UPPER WALL CONTROL LINE EXISTING GROUND •- OF ROADWAY TOP OF r -�,� L- GRAVEL BACKFILL FOR WALLS LOWER WALL - C.I.P. OR CBW UPPER WALL - SNW, SPTBW OR CSPW RETAINING WALL FENCING TOP OF WALL EXISTING I GROUND OR FINISHED 1 GRADE UPPER WALL CONTROL LINE _ rve+ -raw � o LOWER WALL - SNW UPPER WALL - SNW LOWER) CONTROL • i •,..- ROADWAY TOP O SUBGRADE E2 LIMITS OF LIMITS OF GRAVEL BACKFILL LIMITS B ROADWAY EXC. FOR WALLS SELECT BORROW TYPICAL WALL EXCAVATION AND BACKFILL LIMITS NITS NOTE: COMPACT GRAVEL BACKFILL FOR WALLS BELOW THE ELEVATION OF ALL C.I.P. WALL FOOTINGS PER SECTION 2- 03.3(14)C METHOD C OF THE STANDARD SPECIFICATIONS. ILLUMINATION CONDUIT, SEE UPPER WALL ' ILLUMINATION PLANS RETAINING WALL SOIL NAIL, CONTROL LINE FENCING DETAILS o TYP. - PRECAST CAP TOP OF WALL - VERTICAL NAILS WHERE FINISHED GRADE EXISTING REQUIRED SEE RETAINING AT BACK OF WALL LL i GROUND OR ! WALL ELEVATIONS" (SIDEWALK PROFILE) I FINISHED FOR DETAILS i GRADE ABANDONED 11-41 2' -0" 8' -0" ORIGINAL SR -18 RETAINING WALL FOUNDATION FENCING TYPE 3 TYP 8' -_ -- (TO REMAI ) LOWER WALL ILLUMINATION CONTROL LINE CONDUIT, SEE ILLUMINATION TOP OF WALL i ; PLANS CURB LINE -- ,�" FINISHED GRADE I iv o ABANDONED AT FRONT FACE I SIGNALIZATION (TO BE PARTIALLY OF WALL LL & RL I CONDUIT, SEE DEMOLISHED) (ROADWAY I o BOTTOM SIGNAL PLANS BOTTOM OF WALL & SURFACE) ; OF WALL (LEFT LOWER C.I.P. CONCRETE FASCIA SIGNALIZATION WALL ONLY) BOTTOM OF WALL & C.I.P. CONCRETE FASCIA - C.I.P. UPPER WALL - SNW & LOWER WALL - SNW TYPICAL CROSS SECTION B RT - 5 NTS RT -4 RT -5 (AT SR -18 EXISTING FOUNDATION) ° CONDUIT, SEE 'Nip o SIGNAL PLANS (LEFT LOWER o WALL ONLY) BOTTOM OF WALL UPPER WALL - C.I.P. & LOWER WALL - C.I.P. TYPICAL CROSS SECTION C NTS RT -8 UPPER WALL CONTROL LINE PRECAST CAP C.I.P. CONCRETE FASCIA PANEL FINISHED GRADE AT BACK OF WALL LL (SIDEWALK PROFILE) CURBLINE 2' -0" 8' -0" TOP OF WALL FINISHED GRADE AT FRONT FACE ! OF WALL RL I �" (ROADWAY SURFACE) - X ®I� SIGNALIZATION r1 _ CONDUIT, SEE BO OM SIGNAL PLANS OF WALL (LEFT LOWER WALL ONLY) UPPER WALL - CSPW & LOWER TYPICAL CROSS SECTION / UPPER WALL CONTROL LINE EXISTING GROUND i LOWER WALL - C.I.P_ OR CBW UPPER WALL - C.I.P. ' BACK OF UPPER ✓� WALL FOOTING FINISH GRADE EXC. LIMITS BACKFILL ALL DISTURBED AREAS BELOW FOOTING AND BEHIND WALLS WITH GRAVEL BACKFILL FOR WALLS. (SEE NOTE) RETAINING WALL UPPER WALL FENCING CONTROL LINE - TOP OF PRECAST CAP WALL EXISTING GROUND OR C.I.P. CONCRETE FINISHED FASCIA PANEL GRADE ' FINISHED GRADE AT BACK OF WALL LL ILLUMINATION (SIDEWALK PROFILE) CONDUIT, SEE ILLUMINATION 7 PLANS 2' -0" 81-0" 1'-4' 8' RETAINING WALL FENCING TYPE 3, TYP DRILLED LOWER WALL SOLDIER CONTROL LINE PILE SHAFT _ TIMBER LAGGING �-- BOTTOM OF C.I.P. CONCRETE FASCIA BOTTOM OF LAGGING WALL - CBW TOP OF WALL i CURB LINE 1 RETAINING WALL FENCING -TOP OF WALL EXISTING GROUND OR FINISHED GRADE ILLUMINATION CONDUIT, SEE ILLUMINATION PLANS DRILLED SOLDIER PILE SHAFT ZTETETUR FINISHED GRADE AT FRONT FACE OF WALL LL & RL (ROADWAY I BOTTOM SURFACE) ! OF C.I.P. SIGNALIZATION CONCRETE o CONDUIT, SEE FASCIA N SIGNAL PLANS (LEFT LOWER o WALL ONLY) T BOTTOM OF WALL UPPER WALL - SPTBW & LOWER WALL - C.I.P. TYPICAL CROSS SECTION K'_E� NTS RT-8 RT -7 NTS T-4, RT-8 CALL BEFORE YOU DIG BURIED UTILITIES IN AREA 1.800.533.2891 PLEASE CALL BEFORE YOU DIG FOR BNSF UTILITY LOCATE 1.800.424.5555 z O uua w t� w w 0 N U C195