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HomeMy WebLinkAboutzT-3693setC0 M co C? T O rr O z m V NE 1/4, SEC 25, T 23 N, R 4 E, W.M. I 6T I I I � I lc, END 1 STA "S" 16+18.24 BEGIN 2 62.59' LT I o ROW ----------- — — — — — I CONSTRUCTION q "AR" LINE— ROW �I CONSTRUCTION q "S" LINE I ACCESS RD a_ I 0 6I I I I I PERMANENT SIGNING CHART STA "S" 16+17.11 = STA "AR" 0+30.00 SIGN NOTE # PROPOSED LOCATION MUTCD CODE SIGN SIZE ( W x H ) DESCRIPTION WSDOT STD PLAN SIGN SUPPORT O STA "AR" 1+69, 10.5' LT OM4-1 - MOUNTED ON TYPE 3 BARRICADE W16-102, K-80.20-00 DUAL POST, TYPE SB-1, WSDOT G24.40-01 O STA "AR" 1+69 R11-2 48 X 30 "ROAD CLOSED" MOUNTED ON TYPE 3 BARRICADE K-80.20-00 DUAL POST, TYPE SB-1, WSDOT G24.40-01 O STA "AR" 1+69, 10.5' RT OM4-1 - MOUNTED ON TYPE 3 BARRICADE I W16-102, K-80.20-00 I DUAL POST, TYPE SB-1, WSDOT G24.40-01 O STA "AR" 0+91.9, 22' LT R1-1 30 X 30 "STOP" SIGN R1-1 G-24.50-00; TYPE ST-4 O STA "S" 17+09.8 R1-1 30 X 30 "STOP" SIGN R1-1 G-24.50-00; TYPE ST-4 O STA "S" 16+63.86, 30.5' RT OM3-L - MOUNTED GUARD RAIL W12-401L MOUNTED GUARD RAIL o Z e 12 d FEDAID: STPUL-1276(004) HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G r Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 'STA ""R" 1+6&23YA 1 YBEGIN I k(1) STA "AR" 1+31.04 1 Q W 0.00' T VI OQ PI 1+31.04 I I o + ROW — — __ _ — — — -- N 3 1 PEDESTRIAN I 1 PATH U 1 \� F__ LILI I w \�\ I U) \\S I LU CLU n \ R=82 _ �� 5 O 17+00 I + - 16+00 PUMP STATION (SEE "PS" DRAWINGS FOR LAYOUT) BEE Mvns REVISION BY DATE APPR ^" STRANDER BLVD — Q I� Ico 6 I J STA "S" 17+00.21 2 AS SHOWN �� DATUM 17.60T I U I Q jg�MOJVA I I 20 0 20 scale CITY OF RENTON Public Works Department Approved For Construction NOTES: 1. SEE SHEETS G6 & G7 FOR GENERAL NOTES AND ABBREVIATIONS. 2. PROPERTY LINES OF ADJACENT PARCELS SHOWN ON THESE PLANS ARE LOCATED BY INTERPRETATION OF DEEDS AND OTHER INFORMATION FOUND IN THE PUBLIC RECORD AND SHOULD NOT BE CONSTRUED AS AN ACTUAL SURVEY. 3. HATCHING FOR UTILITY EASEMENTS NOT SHOWN FOR CLARITY. SEE EASEMENT PLANS. 4. SEE COMPOSITE UTILITY PLANS FOR WATER, SANITARY SEWER, POWER, TELEPHONE AND CABLE LOCATIONS. 5. SEE ROADWAY PLANS FOR CURB LOCATIONS. 6. SEE PAVING PLANS FOR PAVING LIMITS. CONSTRUCTION NOTES: Oi CENTERLINE PER WSDOT STD PLAN M-20.50-01. O2 DOTTED EXTENSION LINE PER WSDOT STD PLANS M-20.10-01 & M-20.20-01. O3 PLASTIC STOP LINE PER WSDOT STD PLAN M24.60-02 40 iia KEY PLAN feet I T-369301 STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A CHANNELIZATION PLAN CH-1 SHEET 1 _ ,,, C0 M co C? T a Eel I I I �s I 1 � Z � CQ II SS I SS &I to PERMANENT SIGNING CHART NE 1/4, SEC 25, T 23 N, R 4 E, W.M. SIGN NOTE # PROPOSED LOCATION MUTCD CODE SIGN SIZE ( W x H ) DESCRIPTION WSDOT STD FABRICATION PLANS SIGN SUPPORT O STA "S" 18+02, 2.2' LT OM11-1 - MOUNTED ON BRIDGE SUPPORT PIER W16-101 MOUNTED ON BRIDGE SUPPORT PIER O STA "S" 18+03, 17' RT W12-2 36 X 36 17'-4" ' MOUNTED ON OVERPASS W12-2 MOUNTED ON OVERPASS O STA "S" 18+53.95, 17' RT W12-2 36 X 36 17'-4" ' MOUNTED ON OVERPASS I W12-2 MOUNTED ON OVERPASS t0 STA "S" 18+53.7, 1.45' LT OM11-1 - MOUNTED ON BRIDGE SUPPORT PIER W16-101 MOUNTED ON BRIDGE SUPPORT PIER >> STA "S" 19+30.6, 4' RT OM3-L - MOUNTED ON GUARDRAIL END W12-401L MOUNTED ON GUARDRAIL END FEDAID: STPUL-127 HPP-1276(005) 005) BergerABAM RECORD n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 N0. DATA HAS NOT BEEN VERIFIED. (206)431-2300 Fax: (206)431-2250 BEE —ivns REVISION BY DATE APPR - OPt G GL —J G I G —OP OP— I �� DATUM 20 0 scale CITY OF RENTON Public Works Department Approved For Construction 20 M U H LLJ W 2 U) LU LU 0 00 (N C/) Q H U) LU Z_ J U H Q NOTES: 1. SEE SHEETS G6 & G7 FOR GENERAL NOTES AND ABBREVIATIONS. 2. PROPERTY LINES OF ADJACENT PARCELS SHOWN ON THESE PLANS ARE LOCATED BY INTERPRETATION OF DEEDS AND OTHER INFORMATION FOUND IN THE PUBLIC RECORD AND SHOULD NOT BE CONSTRUED AS AN ACTUAL SURVEY. 3. HATCHING FOR UTILITY EASEMENTS NOT SHOWN FOR CLARITY. SEE EASEMENT PLANS. 4. SEE COMPOSITE UTILITY PLANS FOR WATER, SANITARY SEWER, POWER, TELEPHONE AND CABLE LOCATIONS. 5. SEE ROADWAY PLANS FOR CURB LOCATIONS. 6. SEE PAVING PLANS FOR PAVING LIMITS. 7. SIGN PLACEMENT SHALL BE IN ACCORDANCE WITH WSDOT STD PLAN G20.10-00. CONSTRUCTION NOTES: U CENTERLINE PER WSDOT STD PLAN M-20.50-01. iia KEY PLAN f—f STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A CHANNELIZATION PLAN SHEET 2 T-369302 F­51201 C0 M co C? �Ty V cc OP — OP — �G—G—G— —OP— �G—G —G— OP SS — I Ss NE 1/4, SEC 25, T 23 N, R 4 E, W.M. I I N —�—I G G G G G G — G 0 ss SS -- ss � n1 � ss GP — OP � OP C = I— — — — — — — — — — — — — — — — — —ROW — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — U I H W W 2 co I PEDESTRIAN W I PATH W cf) 0 CONSTRUCTION q "S" LINE 22+00 23+00 24+ + 00------------- _ N i SW 27TH ST R-617' — — — — 1 STA "S" 23+71.37 co 17.00'RT — W ----------------------------------------------------- ROW 2 U 1 END 1 STA "S" 24+72.4C 1 n 17 —' DT PERMANENT SIGNING CHART s ss END 2 STA "S" 25+94.37 ROW V BEGIN 5 6.00' RT —W— W W� >co 13 14 / 25+00 26+00 / co !o � 4 d. N 2 SD / SD \ END 2 STA "S" 25+94.37 / BEGIN 6 17.00' RT / / I SIGN NOTE # PROPOSED LOCATION MUTCD CODE SIGN SIZE ( W x H ) DESCRIPTION WSDOT STD FABRICATION PLAN SIGN SUPPORT 14 STA "S" 24+67.1, 33' RT R1-1 30 X 30 "STOP" SIGN, STREET SIGNS: "SW 27TH ST"; "NACHES AVE SW" R1-1; D3-102 WSDOT STD PLAN G-24.20-00; TYPE AS & CITY OF RENTON STD PLAN G013 15 STA "S" 26+00, 12' LT R1-1 30 X 30 "STOP" SIGN, STREET SIGNS: "SW 27TH ST"; "NACHES AVE SW" R1-1; D3-102 WSDOT STD PLAN G-24.50-00; TYPE ST-4 & CITY OF RENTON STD PLAN G013 16 STA "S" 24+75, 0.5' RT W14-1 30 X 30 "DEAD END" W14-1 G-24.50-00; TYPE ST-4 o Z E 12 v FEDAID: STPUL-1276(004) HPP-1276(005) T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. RECORD ....�. AS SHOWN BergerABAM DRAWING 33301 9th Avenue South, Suite 300 BEES DATUM Federal Way, Washington 98003-2600 KK Nns (206) 431-2300 Fax: (206) 431-2250 NO. REVISION BY HDATEAPPR PC01�'""` 20 0 20 scale CITY OF RENTON Public Works Department Approved For Construction NCITFS- SEE SHEETS G6 & G7 FOR GENERAL NOTES AND ABBREVIATIONS. PROPERTY LINES OF ADJACENT PARCELS SHOWN ON THESE PLANS ARE LOCATED BY INTERPRETATION OF DEEDS AND OTHER INFORMATION FOUND IN THE PUBLIC RECORD AND SHOULD NOT BE CONSTRUED AS AN ACTUAL SURVEY. HATCHING FOR UTILITY EASEMENTS NOT SHOWN FOR CLARITY. SEE EASEMENT PLANS. SEE COMPOSITE UTILITY PLANS FOR WATER, SANITARY SEWER, POWER, TELEPHONE AND CABLE LOCATIONS. SEE ROADWAY PLANS FOR CURB LOCATIONS. SEE PAVING PLANS FOR PAVING LIMITS. SIGN PLACEMENT SHALL BE IN ACCORDANCE WITH WSDOT STD PLAN G20.10-00. CONSTRUCTION NOTES: O CENTERLINE PER WSDOT STD PLAN M-20.50-01. DOTTED EXTENSION LINE PER WSDOT STD PLANS O M-20.10-01 & M-20.20-01. PLASTIC STOP LINE PER WSDOT STD PLAN O3 M24.60-02 O4 TRAFFIC ARROW PER WSDOT STD PLAN M-24.40-01 O5 WIDE LANE LINE PER WDOT STD PLAN M20.50-01 © DOUBLE CENTERLINE PER WSDOT STD PAN M20.50-01. �1 1i s�� 110�� iia KEY PLAN f—f STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A CHANNELIZATION PLAN SHEET 3 T-369303 F1­5/2O/ C0 M co C? T O Irr 0 V K Dr:MRAANIGNIT elrnllnlr ruADT SIGN NOTE PROPOSED MUTCD SIGN SIZE IF LOCATION CODE ( W x H ) DESCRIPTION FEDAID: STPUL-1276(004) RECORD HPP-1276(005) n SOME DATA ON RECORD DRAWINGS BergerABAM IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF Federal Way, Washington 98003-2600 .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. (206) 431-2300 Fax: (206) 431-2250 NO. NE 1/4, SEC 25, T 23 N, R 4 E, W.M. rrtAICTRI IrTIr KI nlnTFc- v NUI Ut LU UN IMR, JHttl O NOT USED ON THIS SHEET O NOT USED ON THIS SHEET O TRAFFIC ARROW PER WSDOT STD PLAN M-24.40-01 O WIDE LANE LINE PER WDOT STD PLAN M20.50-01 O DOUBLE CENTERLINE PER WSDOT STD PAN M20.50-01. O EDGE LINE PER WSDOT STD PLAN M-20.10-01. BEE —vns REVISION BY DATE APPR ^" 1. SEE SHEETS G6 & G7 FOR GENERAL NOTES AND ABBREVIATIONS. 2. PROPERTY LINES OF ADJACENT PARCELS SHOWN ON THESE PLANS ARE LOCATED BY INTERPRETATION OF DEEDS AND OTHER INFORMATION FOUND IN THE PUBLIC RECORD AND SHOULD NOT BE CONSTRUED AS AN ACTUAL SURVEY. 3. HATCHING FOR UTILITY EASEMENTS NOT SHOWN FOR CLARITY. SEE EASEMENT PLANS. 4. SEE COMPOSITE UTILITY PLANS FOR WATER, SANITARY SEWER, POWER, TELEPHONE AND CABLE LOCATIONS. 5. SEE ROADWAY PLANS FOR CURB LOCATIONS. 6. SEE PAVING PLANS FOR PAVING LIMITS. 7. SIGN PLACEMENT SHALL BE IN ACCORDANCE WITH WSDOT STD PLAN G20.10-00. �� DATUM 20 0 scale CITY OF RENTON Public Works Department Approved For Construction 40 iia KEY PLAN feet STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A CHANNELIZATION PLAN SHEET 4 C0 M co C? T rr 1-- FEDAID: STPUL-1276(004) HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. NE 1/4, SEC 25, T 23 N, R 4 E, W.M. STA "S" 31+32.04 1' RT OF EXISTING FACE +00 PERMANENT SIGNING CHART / SD /W N sD W P / Zo W 15 / 12 S➢ 12' W / STA "S" 32+93.35 24.00' LT / y6k / SIGN NOTE PROPOSED MUTCD SIGN SIZE # LOCATION CODE ( W x H ) DESCRIPTION WSDOT STD SIGN SUPPORT FABRICATION PLAN 15 STA "S" 35+85, 33' LT W4-1 36 X 36 LANE ENDS MERGE LEFT W9-21- G-24.50-00; TYPE ST-4 *J BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 34+00 DP / STA "S" 34+34.60 24.00' LT CONSTRUCTION NOTES: NOTES: O7 NOT USED ON THIS SHEET O2 NOT USED ON THIS SHEET O3 NOT USED ON THIS SHEET O4 TRAFFIC ARROW PER WSDOT STD PLAN M-24.40-01 OS NOT USED ON THIS SHEET O NOT USED ON THIS SHEET O EDGE LINE PER WSDOT STD PLAN M-20.10-01. BEE —vns NO. REVISION BY DATE APPR ^" 35} 00 Sw 21TN S / 1. SEE SHEETS G6 & G7 FOR GENERAL NOTES AND ABBREVIATIONS. 2. PROPERTY LINES OF ADJACENT PARCELS SHOWN ON THESE PLANS ARE LOCATED BY INTERPRETATION OF DEEDS AND OTHER INFORMATION FOUND IN THE PUBLIC RECORD AND SHOULD NOT BE CONSTRUED AS AN ACTUAL SURVEY. 3. HATCHING FOR UTILITY EASEMENTS NOT SHOWN FOR CLARITY. SEE EASEMENT PLANS. 4. SEE COMPOSITE UTILITY PLANS FOR WATER, SANITARY SEWER, POWER, TELEPHONE AND CABLE LOCATIONS. 5. SEE ROADWAY PLANS FOR CURB LOCATIONS. 6. SEE PAVING PLANS FOR PAVING LIMITS. 7. SIGN PLACEMENT SHALL BE IN ACCORDANCE WITH WSDOT STD PLAN G20.10-00. AS SHOWN �� DATUM 20 0 20 scale CITY OF RENTON Public Works Department Approved For Construction STA "S" 35+75.85 24.00' LT M iia KEY PLAN f—f STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A CHANNELIZATION PLAN SHEET 5 T-369305 5/20/15 CH-5 co rn Q0 (y) O LU I— 00 M co cry T �YY Ir Q Eel . I SPU 60" 3 °p CONCRETE 0 aP T� of OP P WATER LINE o _ _ M W — W — W r 7SEE W RB DRAWINGS FOR SPU WATERLINE PROTECTION AND SETTLEMENT MEASURES . . EXISTING BNSF/ SOUND TRANSIT FIBER OPTIC EXISTING 36" CMP I 14" STEEL PETROLEUM PIPE 12" STEEL N PETROLEUM PIPE — M 0— � OP o G 0 M OP + N N SN U OP- -a — — I ----a — --_ 36" SANITARY SEWER REINFORCED CONCRETE PIPE zJTVV 24+00 26+0, OP G OP GAG GAG OP G SS �— Of' — SS SS — — - --------- — — — ROW — — — PSE OVERHEAD POWER 21+0o SW27TH ST FEDAID: STPUL-1276(004) HPP-1276(005) ') Berger `� 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 206 431-2300 Fax: 206 431-2250 RECORD DRAWING "m_ AS SHOWN �°°"°�°°' �'`�"� DATUM ,� , CITY OF RENTON Public Works Department Approved For Construction SOME DATA ON RECORD DRAWINGS � IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. �� BEE E� KK NAS Kuc �co�EY NO. REVISION BY DATE APPR - Robert M. Hanson P.E. E ?3+00 — — — — I G I � 'LLJ �I C II LIJ = II I U I I Z jl I I I I I I I I I I I I II R-369372 60 0 6 77aie T-369306 STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A OVERALL COMPOSITE UTILITY PLAN UT-1 Co rn Cl? O 't LU I— (y) o') co C) IL rr a Eel I 0 FEDAID: STPUL-1276(004) HPP-1276(005) a -' IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. GENERAL NOTES: 1. SEE DRAWING F-1 THRU F-4 FOR CONFIGURATION OF CONDUITS AND CASING BEHIND ABUTMENTS. 2. SEE AT&T PLANS FOR DETAILS CONCERNING INSTALLATION OF AT&T FIBER OPTIC LINES. 3. SEE CS DRAWINGS FOR CONSTRUCTION SEQUENCING OF FIBER OPTIC LINES. 4. STATIONING AND OFFSETS ON THIS DRAWING REFER TO "BNSF ROW" LINE. SEE ALIGNMENT PLANS. I I I I TRANSFORMER PAD. SEE PUMP STATION DRAWINGS FOR DETAILS a a- a 291 LF CONSTRUCTION q "BNSF I 3 5 n PWR PWR- PWR PWR PWR WR PWR PWR PWR PWR PWR PWR I PWR PWR PWR PWR PWR PWR MATCH LINE (SEE SHEET UT-3) 10 - Im I I0 m LINES o 29 2LF I m I I I� m I OIMAATE .68 I WEST SHOOFLY I ,3:1 I Im STA 1025+78.86 Pi 56.08' LT A I EXISTING I m BURIED POWER I I BP BP —BP —BP Im I I BBP P BP —BP —BP io m NOTES: EXTEND EXISTING 36" CMP CULVERT TO LIMITS OF SHOOFLY EMBANKMENT. SEE DWG DD-5 FOR DETAILS. APPROXIMATE LOCATION I I Pi INSTALL PSE PROVIDED VAULT TYPE 5106, BY OTHERS STA 1025+49.22 37.33' LT I o EXISTING I I m POWER POLE I Q INSTALL 1-2" & 1-4" SCHEDULE 40 PVC COND ITS IN UTILITY TRENCH. — — — — — — — — FOR UTILITY TRENCH DETAILS SEE 1 MAT U T6 A2 NOT USED I A NOT USED I COORDINATE WITH BNSF CONTRACTOR FOR INSTALLATION OF CONDUIT. CITY CONTRACTOR SHALL PROVIDE SURVEYING. INSTALL CONDUITS AND WARNING TAPE IN POND UTILITY TRENCH, BY A OTHERS. CONTRACTOR TO PROVIDE TRENCH, EXCAVATION AND BACKFILL. SEE SPECIAL PROVISIONS. FOR UTILITY TRENCH SEE 1 I UT7 I I 6 0 PUMP STATION POWER LINE TO BE INCLUDED IN LUMP SUM ITEM FOR PUMP STATION. PSE TO PROVIDE CONDUIT AND CONDUCTORS. FOR �I UTILITY TRENCH DETAIL SEE 1 I UT7 I I I I I I I I I 20 0 20 40 scale feet BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 RECORD D RAW I N G NO. REVISION BY DATE APPR M� W 11 �i�_ -11-1- NE (SEE SHEET UT-8) WAS SHOWN CITY OF FXNTON BEE DATUM Public Works Department CH—MMAS � Approved For Construction — Kuc kco�ixcw Rohert M. Hanson P.F. F o BY OTHERS I PROP BNSF ROW (100' RT BNSF MT1) 6I I I I a TIN o I EXISG BNSF MANHOLES FIELD LOCATE. APPROX CO I STA 1026+92.38 I 45.92' RT m EXISTING OVERHEAD DISTRIBUTION POWER LINE. SEE SPECIAL PROVISIONS FOR REQUIREMENTS TO DEENERGIZE LINE. I I I I 1 I 1 PROTECT EXISTING I POWER POLE I 1 I I i r- I II I 1 I m 11 I I II EAST SHOOFLY I.-- I -- I --- STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A UTILITY RELOCATION PLAN SHEET R-369373 T-369307 F­51201 Cc) 170 u � CCOO R1 STA 1028+24.84 C? C? I 57.33' LT (D r "t 't I 6 STA 1028+28.73 Q' Q 130 LF 5000028+26.11 P1 r� 60.81' LT I w Cc STA 1028+20.35 A2 46.70' LT STA 1028+29.19 50.00LT 8 11 110 LF 296 LF 1 30 LF 110 LFL L N — — — — — — — — _ — — — [� _ _ N BFO BFO 12 LF Q ^BFG BFO BFO BFO , N STA 1028+01.48 a? B2 45.00' LT o �I + m LU ao 1028+00 z w = 1029+00 m U) Q 0 w wl y) w z J PROTECT EXISTING = I POWER POLE 9 U 108 LF 108 LF - � — BFO BFO B - Q STA 1028+29.91 8 50.00' RT 1029+54.WA- STA 1029+73.04 B2 I EXISTING FIBER OPTIC TO NSTRUCTION t-"BNSF ROW"LIN€ 46.98' LT BE ABANDONED IN PLACE 11 L6F 364 LFWEST SHOOFLY 28 LF 14 LF — — — — — — — — — — — —JF�0=- - — — — — — — — — — — — — — — — — — — — — — — — — — — BFO BFO BFO BFO BFO BFO BFO BFO BFO- / Y \ 0 0 270 LF 1030+00 5 � 210 LF OF OP I in OP I " I I m o TA 3`p PROP BNSF ROW BY OTHERS r + (100' RT BNSF MI-1) B2 STA 1027+96.11 ` 68.34' RT TA 44.: I IB2STA m I B2 01029+ 4.5RT 1028+03.12 I 68.34' RT B2 STA 1029+51.1, 94.50' RT STA 1028+10.12 62 68.34' RT m STA 1029+58.1: STA 1028+17.12 I I1.I `I y B2 94.50' RT B2 I 68.34' RT 1 d = STA 1029+65.1, m Ix B2 94.50 RT STA 1028+23.69 I" I R1 69.40' RT CASING ON BP FUEL LINE I I TO BE EXTENDED, BY OTHERS I 0 EXISTING OVERHEAD DISTRIBUTION I- I 00 POWER LINE. SEE SPECIAL I PROVISIONS FOR REQUIREMENTS i EXISTING TO DEENERGIZE LINE. m I A 36" SANITARY SEWER — li II I I GENERAL NOTES: EXISTING OVERHEAD DISTRIBUTION IIII II POWER LINE. SEE SPECIAL PROVISIONS 1. SEE DRAWING F-1 THRU F-4 FOR CONFIGURATION 249 LF m I FOR REQUIREMENTS TO DEENERGIZE LINE. OF CONDUITS AND CASING BEHIND ABUTMENTS. II 2. SEE AT&T PLANS FOR DETAILS CONCERNING INSTALLATION OF AT&T FIBER OPTIC LINES. o IIII I I 7 EXISTING 14" & 12" 3. SEE CS DRAWINGS FOR CONSTRUCTION SEQUENCING m IJJ I SEE PSE -a RELOCATION PETROLEUM LINES - OF FIBER OPTIC LINES. I I I PLANS 4. STATIONING AND OFFSETS ON THIS DRAWING REFER .0 TO "BNSF ROW" LINE. SEE ALIGNMENT PLANS. — — — m I — — MATCH LINE (SEE SHEET UT-5) 12 FEDAID: STPUL-127 HPP-1276(005) 005) BergerABAM RECORD n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 N0. DATA HAS NOT BEEN VERIFIED. (206)431-2300 Fax: (206)431-2250 I I III III 0 I � I I I II N c I ��242 LF — =1031+00 BNSF 1032+00 I I am BFO 1 BNSF ROW PROTECT EXISTING GUY M WIRES AND POWER POLES M BFO BFO BFO Fn,� BNSF ROW EXISTING OVERHEAD EXISTING FIBER OPTICTO EAST SHOOFLY BE ABANDONED IN PLACE POWER TRANSMISSION LINE BY OTHERS /// NOTES:--------------------1 I A2 INSTALL AT&T PROVIDED MANHOLE TYPE 444-LA. INSTALL BNSF PROVIDED MANHOLE TYPE 444-LA FOR SOUND TRANSIT AND/OR BNSF. B2 Ri INSTALL STANDARD DUTY PULL BOX PER WSDOT STD PLAN J-90.10-01 I P1 INSTALL PSE PROVIDED VAULT TYPE 5106 Q INSTALL 1-2" & 1-4" SCHEDULE 40 PVC CONDUITS IN UTILITY TRENCH. FOR UTILITY TRENCH DETAILS SEE 1 UT6 ,2 COORDINATE WITH BNSF FOR INSTALLATION OF CONDUIT. CONTRACTOR SHALL PROVIDE SURVEYING. Q INSTALL 4-2" SCHEDULE 40 PVC CONDUITS IN UTILITY TRENCH. FOR UTILITY TRENCH DETAIL SEE 3 UT6 INSTALL 1-6" RGS CONDUIT IN UTILITY TRENCH AND THROUGH BRIDGE. FOR UTILITY TRENCH DETAILS SEE UT6 .4 Q INSTALL 6-2" & 2-2" RGS CONDUIT IN UTILITY TRENCH AND THROUGH 10" AND 12" BRIDGE CASINGS. FOR UTILITY TRENCH DETAIL SEE UT6 Q INSTALL 4-6" RGS FOR FUTURE UTILITY CONNECTIONS. CONNECT TO PULLBOXES FOR UTILITY TRENCH DETAILS SEE 2 UT7 SEE PSE RELOCATION PLANS AND CHANGE ORDER #8 Q INSTALL 4-6" RGS FOR PSE. FOR UTILITY TRENCH DETAILS SEE 2 Qg UT7 INSTALL 10" SCHEDULE 40 STEEL CASING, SEE@U7 A INSTALL 12" SCHEDULE 40 STEEL CASING, SEE B 11 un 1 INSTALL 1-4" SCHEDULE 40 PVC CONDUIT IN UTILITY TRENCH. FOR UTILITY TRENCH DETAIL SEE UT6 12 INSTALL 1-2" SCHEDULE 40 PVC CONDUIT IN UTILITY TRENCH. FOR UTILITY TRENCH DETAIL SEE 1 0 UT6 INSTALL 1-4" RGS CONDUIT IN UTILITY TRENCH, SEE UT6 R-369374 04 INSTALL 1-8" SCHEDULE 40 STEEL CASING BEE �NAS REVISION BY DATE APPR ^" scale T-369308 AS SHOWN '"m"` ""°9°"'B°' , CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 RENTON PHASE 1, SEGMENT 2A DATUM Public Works Department Approved For construction UTILITY RELOCATION PLAN UT-3 Kuc kco�ixcw Rohert M. Hanson P.F. Date SHEET 2 7Q -9,7 co rn Q0 Cl? LU I— M M co M T Q Eel 0 I I 30' ROWS I 1 3 364 LF 11 LF -- STA 1034 11.50 BFO BFO BFO l ?._ 0M I- 0 wI w 2 co w w- co 4 wl z J 2 t U kE Q [ I 0 0 0 00 EAST SHOOFLY I I I I I loje I I BY OTHERS 1034+00 WEST SHOOFLY EXISTING FIBER OPTIC CONSTRUCTION (� "BNSF ROW" LINE- A2 BNSF ROW - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RFO 0 BFO BFO BFO BFO BFO BFO PROVIDE STUBOUT FOR FUTURE CONNECTION 0 1035+00 1036+00 1037+00 BFO BFO BFO BFC OP OP 0 I 1038+00 BNSF F OP OP BF9II BFO BFO BFO BFO BFO (T— BFO rBYOTHERS -----------------------------------------------------� — — — — — --BNSF ROW 1 o I I EXISTING FIBER OPTIC 1 o � -------- ------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CONSTRUCTION EASEMENT B1 30' ROW I BY OTHERS 10 ROW TO BE PURCHASED BY SOUND TRANSIT PROJECT EXISTING 60" WATER ---[""I NOTES: A2 INSTALL AT&T PROVIDED MANHOLE TYPE 444-LA INTERCEPT EXISTING FIBER OPTIC LINE AND INSTALL BNSF 81 PROVIDED MANHOLE TYPE 444-LA FOR BNSF/SOUND TRANSIT, BY OTHERS A INSTALL 1-2" & 1-4" SCHEDULE 40 PVC CO ITS IN UTILITY TRENCH. FOR UTILITY TRENCH DETAILS SEE 1 U T6 A INSTALL 1-2" SCHEDULE 40 PVC CO IN UTILITY TRENCH. FOR UTILITY TRENCH DETAILS SEE 1 U T6 Q3 INSTALL 1-4" SCHEDULE 40 PVC COIINUIT IN UTILITY TRENCH. FOR UTILITY TRENCH DETAILS SEE U T6 COORDINATE WITH BNSF FOR INSTALLATION OF CONDUIT. CONTRACTOR SHALL PROVIDE SURVEYING. FEDAID: STPUL-1276(004) HPP-1276(005) IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. *J BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 GENERAL NOTES: 1. SEE DRAWING F-1 THRU F-4 FOR CONFIGURATION OF CONDUITS AND CASING BEHIND ABUTMENTS. 2. SEE AT&T PLANS FOR DETAILS CONCERNING INSTALLATION OF AT&T FIBER OPTIC LINES. 3. SEE CS DRAWINGS FOR CONSTRUCTION SEQUENCING OF FIBER OPTIC LINES. 4. STATIONING AND OFFSETS ON THIS DRAWING REFER TO "BNSF ROW" LINE. SEE ALIGNMENT PLANS. NO. I REVISION _ AS SHOWN CITY OF V RENTON " BEE DATUM Public Works Department EKK NAS� Approved For Construction BY DATE APPR Rohert M. Hanson P.F. f BFO F" —Ia— R-369375 20 0 Sale T-369309 STRANDER BOULEVARD EXTENSION—5/20/15 PHASE 1, SEGMENT 2A UTILITY RELOCATION PLAN SHEET 3 UT-4 CO CO O O CO co C? i O T 6 - 6 z N Y m Of Q Q m w m O T U �r OF OF OP OP OP OP OP OP @ OP G G I G G G G G G G G G G I — G G G G G G G G G G °P OP - OP OP OP OP OP OP OP OP 0 I SS SS S SS SS SS SS SS SS Ss EXISTING OVERHEAD POWER EXISTING OVERHEAD DISTRIBUTION POWER �EXISJING 36" EXISTING 14" & 12" TRANSMISSION LINE LINE. SEE SPECIAL PROVISIONS FOR 1E I REQUIREMENTS TO DEENERGIZE LINE. SANITARY SEWER PETROLEUM LINES — — — — — _ — — ------------------------ IgFO BFO—-- -----—I----- W STA 1029+53.28 M I m 297.44' RT B2 1 SW 27TH ST U..I 1 O w I m := 1 U) SD 113 LF — LLU I O N I m Z JG= i II °' 2 SEPSE RELOCATION PLANS — — — — — — — — — — —-- ----- — — —PWRlPWRPWR�PWR PWR PWR �-1WR-=—PWR--iPWR —T— --- m---- — — — — — — — — — — — — — I I I I I ova °je II STA 1028+50.67 P1 387.96' RT STA 1028+413B 0T3.0III I 1 I 249 LF I I I I I I I CONSTRUCTION EASEMENT I ------------------------------ I OF Ss 242 LF 9 NOTES: a LL o BZ INSTALL MANHOLE TYPE 444—LA FOR BNSF/SOUND TRANSIT. Pi INSTALL PSE PROVIDED VAULT TYPE 5106. IL a INSTALL 4-2" SCHEDULE 40 PVC CONDUITS IN UTILITY TRENCH. FOR UTILITY TRENCH DETAIL SEE U T6 a A SEE PSE RELOCATION PLANS AND CHANGE CIFW 08 z E o FEDAID: H P-1276(005) m HPP-1276(005) �) Berger 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 RECORD DRAWING SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF m RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. NO. GENERAL NOTES: 1. SEE DRAWING F-1 THRU F-4 FOR CONFIGURATION OF CONDUITS AND CASING BEHIND ABUTMENTS. 2. SEE AT&T PLANS FOR DETAILS CONCERNING INSTALLATION OF AT&T FIBER OP11C LINES. 3. SEE CS DRAWINGS FOR CONSTRUCTION SEQUENCING OF FIBER OPTIC LINES. 4. STATIONING AND OFFSETS ON THIS DRAWING REFER TO "BNSF ROW" LINE. SEE ALIGNMENT PLANS. " BEE KK NAS REVISION BY DATE APPR �� DATUM OP OP G G G G G s 7�--- OP Ss R-369376 20 0 Scale T-369310 CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 RENTON PHASE 1, SEGMENT 2A Public Works Department Approved For Construction UTILITY RELOCATION DETAILS UT-5 „_____ SHEET 1 (y) 0-) cf) (.0 CO CO TRENCH 6" MIN DEPTH LOAM & 6 SEED TO MATCH EXISTING CONDITIONS LLJ Cc a N � a I a - Z m m z x O � z � `n � N T 0 V c� gm 3" MIN 3" MIN 18" MIN AT&T UTILITY TRENCH EXISTING MATERIAL AT EXISTING GRADE 6" WIDE EXTRA STRENGTH NON -DETECTABLE WARNING TAPE ACP PART NUMBER 401004N-ND LABELED "WARNING, AT&T , CALL 1-800-252-1133, AT&T FIBER OPTIC CABLE BURIED BELOW". TAPE TO BE PROVIDED BY AT&T. CLEAN SAND BACKFILL 4" SCHEDULE 40 PVC CONDUIT (AT&T) W/ 4-1Y4" INNER DUCTS 2" SCHEDULE 40 PVC CONDUIT (BNSF) 6" MIN DEPTH SUBBALLAST zlx SIN CL TRENCH I EXISTING MATERIAL AT EXISTING GRADE \� I 6" WIDE EXTRA STRENGTH NON -DETECTABLE / WARNING TAPE ACP PART NUMBER 401004N-ND LABELED "WARNING, AT&T , CALL 1-800-252-1133, \' AT&T FIBER OPTIC CABLE BURIED BELOW". TAPE TO BE PROVIDED BY AT&T. LZ CLEAN SAND BACKFILL 6" RGS CONDUIT (BNSF & AT&T ) W/ 54/44" INNER DUCTS 3" MIN 18" MIN 2 AT&T UTILITY TRENCH AT BRIDGE TRENCH 6" MIN DEPTH LOAM & SEED TO MATCH EXISTING CONDITIONS XVX EXISTING MATERIAL AT EXISTING GRADE 6" WIDE EXTRA STRENGTH NON -DETECTABLE WARNING TAPE CLEAN SAND BACKFILL 01_��1-2" - 3-2" SCHEDULE 40 PVC CONDUIT (BNSF) SCHEDULE 40 PVC z o 3" MIN 12" MIN 3" MIN CONDUIT (SOUND TRANSIT) N m 36" MIN 3 BNSF/SOUND TRANSIT TEMPORARY UTILITY TRENCH TRENCH TRENCH TRENCH 6" MIN DEPTH LOAM & 6" MIN DEPTH LOAM & SEED TO MATCH EXISTING 6" MIN DEPTH SEED TO MATCH EXISTING CONDITIONS EXISTING MATERIAL SUBBALLAST EXISTING MATERIAL CONDITIONS EXISTING MATERIAL AT EXISTING GRADE AT EXISTING GRADE AT EXISTING GRADE 0\\0\ \\ IDE EXTRA T RENGTH NON -DETECTABLE WARNING TAPE E 6" WIDE EXTRA STRENGTH \/ 6" WIDE EXTRA STRENGTH Z NON -DETECTABLE WARNING TAPE / NON -DETECTABLE WARNING TAPE ACP 3 PART NUMBER 401004N-ND LABELED S CLEAN SAND BACKFILL �i, "WARNING, AT&T , CALL 00 a MIN MIN CLEAN SAND BACKFILL 1-800-252-1133, AT&T FIBER OPTIC CABLE PROVIDED BYDABT& .ELOTAPE TO BE a 6-2" SCHEDULE 40 PVC CONDUIT (BNSF) Q 0 0 N T 6-2" RGS CONDUIT LL N 0 2-2" SCHEDULE 40 PVC N 0 0 O 2-2" RGS CONDUIT _ N CLEAN SAND BACKFILL g CONDUIT (SOUND TRANSIT) (SOUND TRANSIT) 0 0 4" RGS CONDUIT (AT&T) LL z 12 CD W/ 4-1Ya" INNER DUCTS a o s 3" MIN 12" MIN 3" MIN z z o 3" MIN MIN 3" MIN o 0 ILL M N m w M N] r 7 N m a 36" 36" 18" _ N MIN MIN MIN 4 BNSF/SOUND TRANSIT UTILITY TRENCH BY OTHERS 5 BNSF/SOUND TRANSIT UTILITY TRENCH AT BRIDGE 6 AT&T UTILITY TRENCH W/ RGS - - - R-369377 z T-369311 >_ FEDAID: STPUL-127005) HPP-127C ') BergerABAM RECORD gym_ .. AS SHOWN �'�"` °^=%�W� Y CITY OF '9 STRANDER BOULEVARD EXTENSION 5/20/15 RECORD SOME DATA ON RECORD DRAWINGS FXNTON PHASE 1, SEGMENT 2A IS BASED UPON INFORMATION `� DRAWING "�"" BEE Public Works Department PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 E� KK NAS DATUM Approved For Construction UTILITY RELOCATION DETAILS UT-6 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 6)4 3-2600 206 431-2300 Fax: 206 431-2250 N0. REVISION BY DATE APPR �`'NFPC01�'""` SHEET2 �� ��23 DATA HAS NOT BEEN VERIFIED. � ) � � - Robert M. Hanson P.E. Date 82 rn Qo (Y) 6 w CO CO M M CO CO C? C? (D Lu rr z a Eel 40 30 6 20 a N 10 MATCH LINE (SEE SHEET UT-2) 77 I I I0 31 � m II 296 LF I m C)I I I + nI 4 m I I IBY OTHERS EXISTING FIBER OPTIC I o IN BE PLACE ABANDONED i I I 24 CONSTRUCTION � "BNSF ROW" LINE BFO I z oo I I B I 65 LF I B1 IBFo I 1 BY OTHERS BY OTHERS BFO 3 FIELD VERIFIED LOCATION 80 LF I I I I OF EXISTING FIBER OPTICS o I I I BFo INTERCEPT AND CONNECT TO EXISTING BNSF CONDUIT. I I I FIELD VERIFY LOCATION. I I APPROX STA 1024+33 35.00' LT I o � I STA 1024+14 I o + �IEXISTING FIBER OPTIC Al 37.00' LT � w inWEST SHOOFLY m II NN I I 80 L I I I I I I o 1 I m l I I I I I I I I I I I I I I o f i I INTERCEPT AND CONNECT TO m I I I EXISTING AT&T CONDUIT I I STA 1023+34, 26.33' LT I I g I I I I + I I I I I I 32.68 PREVIOUS AT&T w VAULT LOCATION o REVISED AT&T o VAULT LOCATION 4 31.07 o FIELD VERIFIED LOCATION OF —__ EXISTING AT&T FIBER OPTICS ------------ 31LJof 3I o � 26.00 z m 7.00 o m C� N - o E v FEDAID: STPUL-1276(004) HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. -40 -20 0 SECTION STA: 1024+14 SCALE: 1"=10' BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 NO. 20 40 60 40 30 20 10 NOTES: Ai INTERCEPT EXISTING FIBER OPTIC LINE AND INSTALL AT&T PROVIDED MANHOLE TYPE 38Y-SHORT INTERCEPT EXISTING FIBER OPTIC LINE AND INSTALL BNSF PROVIDED 61 MANHOLE TYPE 444-LA FOR BNSF/SOUND TRANSIT, BY OTHERS 62 INSTALL BNSF PROVIDED MANHOLE TYPE 444-LA FOR BNSF QINSTALL 1-2" & 1-4" SCHEDULE 40 PVC CONDUITS IN UTILITY TRENCH. 1 FOR UTILITY TRENCH DETAILS SEE 1 UT6 Q INSTALL 1-2" SCHEDULE 40 PVC CONDUITS IN UTILITY TRENCH. FOR UTILITY TRENCH DETAILS SEE UT6 QINSTALL 1-4" SCHEDULE 40 PVC CONDUITS IN UTILITY TRENCH. FOR UTILITY TRENCH DETAILS SEE G UT6 QCOORDINATE WITH BNSF CONTRACTOR FOR INSTALLATION OF CONDUIT. CITY CONTRACTOR SHALL PROVIDE SURVEYING. BEE MNAS REVISION BY DATE APPR - - AS SHOWN '"m"` �1H0.'�'BB1 �� DATUM CITY OF RENTON Public Works Department Approved For Construction GENERAL NOTES: 1. SEE DRAWING F-1 THRU F-4 FOR CONFIGURATION OF CONDUITS AND CASING BEHIND ABUTMENTS. 2. SEE AT&T PLANS FOR DETAILS CONCERNING INSTALLATION OF AT&T FIBER OPTIC LINES. 3. SEE CS DRAWINGS FOR CONSTRUCTION SEQUENCING OF FIBER OPTIC LINES. 4. STATIONING AND OFFSETS ON THIS DRAWING REFER TO "BNSF ROW" LINE. SEE ALIGNMENT PLANS. R-369379 20 0 20 Scale T-369313 STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A UTILITY RELOCATION DETAILS UT-8 SHEET 4 M co T Ir co M co co 6 NW1/4,SEC 25,T23N, R4E,W.M. CV 0 0') T �, N N CD N N J U N w N N CD N O N rel J w w Cn w Cn 0 N + ti w z J U LUMINAIRE SCHEDULE NO. COR POLE ID # LOCATION OFFSET ISTRIBUTION TYPE LAMP TYPE FIXTURE STYLE ARM LENGTH POLE HEIGHT POLE TYPE 1 STA "S" 24+62 3 LED - 80E AT 530mA COBRA HEAD 8 FT. 35 FT. TAPERED ALUMINUM 2 STA "S" 23+14 35' RT 2 LED - 80E AT 530mA COBRA HEAD 8 FT. 35 FT. TAPERED ALUMINUM 3 STA "S" 21+42 > 35' RT 2 LED - 80E AT 530mA COBRA HEAD 8 FT. 35 FT. TAPERED ALUMINUM 4 STA "S" 20+08 38.5' RT 2 LED - 80E AT 530mA COBRA HEAD 8 FT. 35 FT. TAPERED ALUM I NUM 5 STA "S" 18+80 2 LED - 80E AT 530mA COBRA HEAD 8 FT. 35 FT. TAPERED ALUM I NUM 6 STA "S" 17+15 2 LED - 80E AT 530mA COBRA HEAD 8 FT. 35 FT. TAPERED ALUMINUM 7 STA "AR" 00+8 35' RT 3 LED - 80E AT 530mA COBRA HEAD 8 FT. 35 FT. TAPERED ALUM I NUM FEDAID: STPUL-1276(004) HPP-1276(005) CALL 48 HOURS BEFORE ❑O❑ DI ❑ 1-800-424-5555 BergerABAM 6021 12TH STREET E., SUATE 200 N&AZ TACOMA, WA 98424 33301 9th Avenue South, Suite 300 ENGINEERS, INC. (253) 922-0446 FAX (253) 922-0896 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 CONDUITMIRE SCHEDULE DESIGNATION CONDUIT SIZE CONDUCTOR SIZE & QUANTITY CIRCUIT TYPE A 2" PVC 2 #8 & 1 #8 GR 1 2" PVC PULL STRING SPARE 3" PVC PULL STRING SPARE B 2" PVC 2 #8 & 1 #8 GR ILLUMINATION C 1-1/2" PVC 2 #8 & 1 #8 GR ILLUMINATION D 3/4" RGS 2 #8 & 1 #8 GR ILLUMINATION E 2" PVC EXISTING 2 #8 & 1 #8 GR ILLUMINATION co J w Cn w U) 0 00 N Q C~/) z U Q A 20 0 20 40 scale feet 1 PEDESTRIAN PATH REALIGNMENT CT 2-14-13 s"RVEtM. SQ&E* AS SHOWN HORIZ�ONU�Lc • N D ; 983�%198, DATUM �1 CITY OF v 't' FN.� RENTON Public Works Department Approved For Construction SPARE 2" CONDUIT CT 5-28-13 DEMM. CT RFI 00120 CT 5-08-14 OC ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY . RH NO. REVISION BY DATE APPR H Robert M. Hanson P.E. Date GENERAL NOTES 1. ALL PVC CONDUITS SHALL CONTAIN EQUIPMENT GROUNDING CONDUCTOR. ALL CONDUITS UNDER THE ROADWAY SHALL BE PVC SCHEDULE 80. 2. PROVIDE FOUNDATION FOR EACH LIGHT FIXTURE PER RENTON STD PLAN J-1 b. 3. PROVIDE 10 POLE AND BRACKET CABLE UP EACH POLE. 4. ALL LUMINARIES SHALL HAVE FUSES LOCATING IN THE POLE BASE. 5. ALL SPLICES SHALL BE MADE IN JUNCTION BOXES. 6. SEE LUMINARIES SCHEDULE FOR STREET LIGHT POLE LOCATIONS. 7. ALL JUNCTION BOXES PER WSDOT STD PLAN J-40.10-01. 8. PROVIDE NUMBERING ON EACH POLE PER RENTON STD PLAN J009 9. COORDINATE LIGHT POLE FOUNDATIONS WITH UNDERDRAIN SYSTEM. CONSTRUCTION NOTES 1� ROUTE CONDUIT SURFACE MOUNT UP CONCRETE PIER TO LIGHT. �2 PROVIDE J—BOX TYPE 1 CONCRETE HANDHOLE W/LOCKING DIAMOND PLATE COVER. Q3 PROVIDE CONCRETE PAD AND JUNCTION BOX PER RENTON STD PLANS J007 AND J008. 4� MOUNT FIXTURE AS HIGH UP ON THE WALL AS PHYSICALLY POSSIBLE. Q LIGHT POLE BASE TO BE INTEGRATED AS PART OF CONCRETE WALL. SEE DETAIL ON DRAWING SW-10 FOR DETAIL. HANDHOLE TO BE MOUNTED BEHIND THE WALL. 6Q PROVIDE J—BOX TYPE 2. CONCRETE HANDHOLE W/ LOCKING DIAMOND PLATE COVER. STRANDER BOULEVARD EXTENSION PHASE II ILLUMINATION PLAN SHEET 2 12/5/2011 FIELDID". PAGE: IL-2 132--231 M co T Ir M co T Ir (0 M co r0 Irr LL a N N N Z E v FEDAID: STPUL-1276(004) HPP-1276(005) T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. *J BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 RECORDS AS SHOWN CITY OF V RENTON DRAWINGBEE Public Works Department E71vns � DATUM Approved For Construction NO. REVISION BY DATE APPR _ =—m=c.L Rohert M. Hanson P.F. f STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A BRIDGE STAGE I UTILITY PLAN 318 5/20/15 7-1 C0 M co co T�y V Ir O NOTE: CLEARANCES TO EXISTING UTILITIES SHOWN ON THIS DRAWING ARE FOR INFORMATIONAL PURPOSES ONLY AND WERE DERIVED FROM AS-BUILTS. CONTRACTOR TO VERIFY CLEARANCES BETWEEN UTILITIES. GROUND ANCHORS 35A, 36A, 37A, & 38A �BP PETROL LINE - 18" CASING O BP PETROL LINE - 16" CASING � 6 42" CONCRETE METRO SEWER LINE 12 FEDAID: STPUL-127 HPP-1276(005) 005) BergerABAM RECORD n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 N0. DATA HAS NOT BEEN VERIFIED. (206)431-2300 Fax: (206)431-2250 TOP OF TIE ELEV 33.46 ELEV 32.50— ELEV 30.57 GROUND ANCHORS 25° 39A, 40A, 41A & 42A 1.88 i ELEV GROUND ANCHORS 35B, 36B, 37B, 38B, 39B, 40B, 41B & 42B 12" RIGID GALVANIZED STEEL CASING BOTTOM APPROX ELEV=30.3, TYP 1.34 17.30 10" RIGID GALVANIZED STEEL CASING 15.96' BOTTOM APPROX ELEV=28.9, TYP TOP OF RAIL ELEV 34.1 12" RIGID GALVANIZED ELEV 33.32 STEEL CASING ° 17.30 1.34 rr- 15.96' - 10" RIGID GALVANIZED`� STEEL CASING ° ° ° ° O O -6-2" (BNSF) & 2-2" (SOUND TRANSIT) 4-6" RIGID GALVANIZED — STEEL RIGID GALVANIZED STEEL CONDUIT STEEL CONDUIT FOR PSE O C C 4-6" SPARE RIGID GALVANIZED STEEL CONDUIT D' • ,° 6-2" (BNSF) & 2-2" (SOUND TRANSIT) RIGID GALVANIZED STEEL CONDUIT 6" RIGID GALVANIZED STEEL CASING D D D 1 ^ (AT&T & BNSF FIBER OPTIC) BOTTOM ELEV=27.29 6" RIGID GALVANIZED STEEL CASING (AT&T & BNSF FIBER OPTIC) ', .', . I • . , • BOTTOM ELEV=27.29 °. , PF i TOP OF TIE ELEV 33.46 ELEV 32.50 25° ELEV 30.57 GROUND ANCHORS 1.88 5A, 6A, 7A, & 8A I GROUND ANCHORS ELEV 24.50 9A, 10A & 11A 35' ELEV 22.57 NORTH ABUTMENT (#1) LOOKING EAST SOUTH ABUTMENT (#3) LOOKING EAST DETAIL - NORTH ABUTMENT STAGE I i61 DETAIL SOUTH ABUTMENT STAGE I SCALE: 1" = 5' SCALE: 1" = 5' REVISION BY DATE APPR ^" �� DATUM CITY OF RENTON Public Works Department Approved For Construction 14.00 12.07 GROUND ANCHORS 5B, 6B, 7B, & 8B GROUND ANCHORS 9B, 10B & 11B GROUND ANCHORS 9C, 10C & 11C GROUND ANCHORS 9C,10C & 11C STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A BRIDGE STAGE I UTILITY DETAILS T-369319 F15"512O c>7 0')I co C7 r � O Irr ° o-) CD CO o N C .0-) II o C/-)�II BFO BFO Rrnl (n W #4010 = BFO I.E. ®Center of Sewer Structure (Correlates with #400101 & #4002) = 6.8 SSMH Alignment"BNSF MT1" C/') Sto 1029+88.59 Off 88.68' d b u L N 169929392.60 I I Foo I m I I Q Cal T� I I 10 I I I --_ r, ___ I on I m 0 m N E 1192392.60699 •• �, i � o I I I a I W+ T I `, % L #4009 0 Q '_ I a Ca Top of High Pressure Gas Line (12"??) = 15.2 "BNSF I I ¢Pothol I I o < < Alignment MT1" Sta 1030+11.99 N Off 66.13' RT� ac Q N 169989.92 I W O O E 1292370.93 I -f I r 0 6)a) I `- 0 0 d0 do- T - -----1-------------------- ----------- --_--- Did- w -Oj 1- BNSF EAST SHOOFL Y = 77 of -------- - _ Z M BNSF EAST SHOOFL Y STAGE I BNSF w - N 8 BRIDGE < #40144 331 (CONSTRUCTED)32.8 33.1 X 0 MSX #4013 1 1030+00 - 1 STAGE 1 LIMLTq - - - - 34.7 Msx 1029+00 9 --- ___----ao1s� ------ F-4 STAGE 2 BNSF 1 33.1 1028+00 M N 33.6 F-4 ------- MSX BRIDGE 012 ,y -----#4004 33.9 2 Top of 6" Steel Pipe w/Fiber Optic = 27.4 _ MSX ° BNSF WEST - � SHOOFLY Alignment "BNSPathale F MT1" o - Sta 1029+52.85 + - - - - c� o OLT Off 24.66' #A001 N 169934.15 31.6 X #4016 ��33.9 31.6 BNSF WEST SHOOFLY c 0 Top of 48" or 42" Sewer Main = 8.6 Top of 6" Steel Pipe w/Fiber Optic = 27.0 o Poth Alignment "BNSF MT1 Pothole "BNSF o - N Stu 1029+90.21 w )( _ _ #4011 Alignment MT1" b d Off 42.83' LT 30.4 #4017 - - 34.2 Sta 1028+21.93 1 - N 169972.16 33•9 MSX Off 32.68' LT q " E 1292261.24 MSX pd 30.0 N E 1129265.92265. 20 Od 0, a LL Od -#4006 c Top of 6" Steel Pipe w/Fiber Optic = 27.0 T- a Pothole - Od8 Alignment "BNSF MT1" I Sta 1028+22.06 #4003.`. Off 32.61' LT LL Top of High Pressure Gas Line (12"9?) = 11 8---------- - .r N 169803.85 Pothole---------------- E 1292262.27 d Alignment "BNSF MT1" -- -T------------ / - Sto 1030+13.00 pff 44.56' LT #4008 Top of 6" Steel Pipe w/Fiber Optic =23.1 ----------- " Y- - Ode Ode - - - --#4007 0�8 - 2 N 169994.99 E 1292260.35 Pothole "BNSF �..� Top of 6" Steel Pipe w/Fiber Optic = 25.5----------_ N 14002 Alignment MT1" � Pothole N a Top of 48" or 42" Sewer Main - 9.1 Sta 1028+52.92 Alignment "BNSF MT1" 0 Pothole Off 30.60' LT I T� r Sta 1028+21.69 Alignment "BNSF MT1" N 169934.44 Off 38.11' LT N Sto 1029+91.21 E 1292272.09 I N 169803.58 Off 50.88' LT E 1292259.76 m N 169973.45 10 0 10 20 E 1292253.23 s°°le T-369320 it E d 12 FEDAID: STPUL-1276(004) RECORD HPP-1276(005) ') BergerABAM gym_ AS SHOWN "` Y CITY OF '� STRANDER BOULEVARD EXTENSION 5/20/15 SOME DATA ON RECORD DRAWINGS RENTON PHASE 1, SEGMENT 2A � IS BASED UPON INFORMATION DRAWING �� NAS Public Works Department oriuC-3 PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 E� KK RAS DATUM Approved For Construction in .. CONTRACTOR TO THE CITY OF Federal Way, Washington 98003-2600 RENTON, THE CORRECTNESS TO THIS NO. REVISION BY DATE APPR scut xco�xcEY BRIDGE STAGE II UTILITY PLAN r 206 431-2300 Fax: 206 431-2250 DATA HAS NOT BEEN VERIFIED. ) ( ) - Robert M. Hanson P.E. Date 204� 23 C0 M co co T rr o= O z m T 0 0 V IMIN CLEARANCES TO EXISTING UTILITIES SHOWN ON THIS DRAWING ARE FOR INFORMATIONAL PURPOSES ONLY AND WERE DERIVED FROM AS—BUILTS. CONTRACTOR TO VERIFY CLEARANCES BETWEEN UTILITIES. 'ADDITIONAL POTHOLE INFORMATION HAS GATHERED AND HAS BEEN INCORPORATED INTO THIS DRAWING. �BP PETROL LINE — 18" CASING BP PETROL LINE — 16" CASING LL a N N N o Z E v FEDAID: STPUL-1276(004) HPP-1276(005) T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. 42" CONCRETE METRO SEWER 14' 14' TOP OF RAIL ELEV 34.1 TOP OF RAIL ELEV 34.1 TOP OF TIE ELEV 33.46 3.42' ELEV 33.32 ELEV 33.321110 3.42' ^ TOP OF TIE ELEV 33.46 I I 6" RIGID GALVANIZED STEEL CASING 6" RIGID GALVANIZED STEEL CASING _ ELEV 31.00 ELEV 31.00 _ a (AT&T & BNSF FIBER OPTIC) (AT&T &BNSF FIBER OPTIC) No �`_ —-------� r 25' BOTTOM ELEV=27.29 BOTTOM ELEV=27.29 - ELEV 28.18 ELEV 28.18� 1' TYP 1.5' MI a ° a 4-6" RIGID GALVANIZED 2.67 STEEL CONDUIT FOR PSE ° - 1' TYP 1.5' GROUND ANCHORS 54A, 55A, Z ° ,° ° ° 56A, 57A, 58A, 59A & 60A GROUND ANCHORS ELEV 23.00 ELEV 23.00 _ _ 4.5' MIN7 47A, 48A, 49A, 50A, n 51A, 52A & 53A e ° ' ' ° ° ° p p.� 4-6" SPARE RIGID I I I 4.5' MIN GALVANIZED STEEL CONDUIT M s GROUND ANCHORS I I ° . ; ° . ; ° I I GROUND ANCHORS 54B, 55B, 47B, 48B, 49B, 50B, D, D, D, D, 56B, 57B, 58B, 59B & 60B 51B, 52B & 538 ELEV 12.50 ELEV 12.50 GROUND ANCHORS A GROUND ANCHORS 54C, 55C, 47C, 48C, 49C, 50C, 51C, 52C & 53C I I ° ° ° ° D D D D ° ° ° ° I I 56C, 57C, 58C, 59C & 60C I I D D D D I I ° Ll NORTH ABUTMENT (#1) LOOKING EAST IJ L SOUTH ABUTMENT (#3) LOOKING EAST DETAIL - NORTH ABUTMENT STAGE II D DETAIL - SOUTH ABUTMENT STAGE II SCALE: 1 = 5 SCALE: 1' = 5 OJBergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 RECORD DRAWING �m- AS SHOWN `� "' DATUM RENTON TY OF Public Works Department Approved For Construction Rohert M. Hanson P.F. Date STRANPHASEER O1, SEGMENT A ULEVARD EXTENSION BRIDGE STAGE II UTILITY DETAILS BEE EKK NAS N0. REVISION BY DATE APPR T-369321 F"512O