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Home My WebLink AboutzD-3529SetN CITY OF RENTON CID LAKE AVE S / RAINIER AVE S STORM SYSTEM CV U PROJECT # SWP -27 -3529 W � z w U vJ r�r^ W } a :n O Vl t�J7 w Q w w w Y J 191939TH AVENUE SE. SUITE 190 PUYALLUP, WASHINGTON 903]4 T.333.894.B6W F. 353.694.6]99 »w.veremewcwm CHECKED FOR COMPLIANCE WITH CITY STANDARDS GENERAL BY--- ------ ---- -° Date'------- - Byl---------------- Dntel________ By l________________ Dnte!________ By'________________ Dntel -------- G3 SURVEY CONTROL TABLE AND MAP SW 2ND ST 5 EROSION CONTROL, EROSION CONTROL SEQUENCE, WET SEASON REQUIREMENTS, RECOMMENDED FOR APPROVAL MODEL TOXICS CONTOL ACT NOTES, AND POSSIBLE CONSTRUCTION SEQUENCE 2 BY[________________ Dat ei________ 5 PROJECT Byl________________ DGtel________ n 9 ,W BY- ----- --- --------- Date:------- - LOCATION 8 By, ---------------- DQteI______- a PROPERTY LINE DISCLAIMER i The property Unes shom hereon are bcsed on avallob(e In fcrnotlon, not an a surveyed Io<ntjM ontl are orAy approN,Imtt. BASE SURVEY INFORMATION I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY ME OR DER V ��/Fj�ERVISION. SURVEYOR'S NAME DATE \. SHEET C3 AND C4 i v �1�m/ I F.b F I PROJECT PLAN A_ SCALE 1 " =50' C 4 \\ 1\ � PROPOSED STORM;,, IMPROVEMENTS sW vi0T0 DWG N0. SHT NO. SHEET TITLE GENERAL k 1 G1 COVER ti LEGEND AND ABBREVIATIONS 3 G3 SURVEY CONTROL TABLE AND MAP SW 2ND ST 5 EROSION CONTROL, EROSION CONTROL SEQUENCE, WET SEASON REQUIREMENTS, MODEL TOXICS CONTOL ACT NOTES, AND POSSIBLE CONSTRUCTION SEQUENCE 2 5 PROJECT PLAN AND PROFILE STA 10 +00 TO STA 13 +50 6 n 9 ,W 7 4 \\ 1\ � PROPOSED STORM;,, IMPROVEMENTS sW vi0T0 DWG N0. SHT NO. SHEET TITLE GENERAL 1 G1 COVER SW VICTORIA ST G2 LEGEND AND ABBREVIATIONS 3 G3 SURVEY CONTROL TABLE AND MAP SW 2ND ST 5 EROSION CONTROL, EROSION CONTROL SEQUENCE, WET SEASON REQUIREMENTS, MODEL TOXICS CONTOL ACT NOTES, AND POSSIBLE CONSTRUCTION SEQUENCE 2 5 PROJECT PLAN AND PROFILE STA 10 +00 TO STA 13 +50 6 n 9 ,W 7 C3 LOCATION 8 C4 g a —S 2ND ST WALKER PROPERTY TEMPORARY PHASING, FENCING, AND TRAFFIC CONTROL PLAN 10 C6 DETAILS AND SECTIONS m n a TEMPORARY WATER CONNECTION S 2ND ST s� 4 BV�Ip S 3RD ST S 3RD ST 5uN5 5N y 2 rn ¢ rn lu ¢ w y N S 3RD PL ¢ w N Q O N w x x = 0 � � S 4TH ST �Py 5 NO�S�R VICINITY MAP NOT TO SCALE N INDEX TO DRAWINGS DWG N0. SHT NO. SHEET TITLE GENERAL 1 G1 COVER 2 G2 LEGEND AND ABBREVIATIONS 3 G3 SURVEY CONTROL TABLE AND MAP 4 G4 EROSION CONTROL, EROSION CONTROL SEQUENCE, WET SEASON REQUIREMENTS, MODEL TOXICS CONTOL ACT NOTES, AND POSSIBLE CONSTRUCTION SEQUENCE CIVIL 5 C1 PLAN AND PROFILE STA 10 +00 TO STA 13 +50 6 C2 PLAN AND PROFILE STA 13 +50 TO STA 17 +20 7 C3 TEMPORARY EROSION AND SEDEMENTATION CONTROL PLAN 8 C4 TEMPORARY PHASING, FENCING, AND TRAFFIC CONTROL PLAN 9 C5 WALKER PROPERTY TEMPORARY PHASING, FENCING, AND TRAFFIC CONTROL PLAN 10 C6 DETAILS AND SECTIONS 11 C7 TEMPORARY WATER CONNECTION orxncN. luw see CITY 0 R omwxm: AS SHOWN HOW$OMµ: H/D 18W/1991 �� >- J. COOP " RENTON o N: K. TAYLOR oxE INp� DATUid NO Planning/Building/Public Works Dept. 6 iqT ONE Wpl NO. REVISION 3Y DATE APPR "° °Fa 3 ACC0R01NG D- 352901 LAKE AVE S / RAINIER AVE S JUNE 2011 STORM SYSTEM vur D .G NO: COVER G1 OU D- 35��°( D -352190 1 w z U W O a 4 Z U w O a rn CV LO M CV CL HORIZONTAU VERTICAL CONTROL TABLE POINT SE 1/418 T23N R5Ee� J04 � RENTON- 178048.762 1299195.648 30.95 CITY OF RENTON CONTROL MONUMENT NO. 1140. 4 "x4" z. CONCRETE MONUMENT IN CASE WITH LEAD & TACK AT THE INTERSECTION OF SOUTH 3RD STREET AND SHATTUCK AVENUE SOUTH. 9001 178598.404 1299208.532 31.39 MONUMENT IN CASE WITH 2" BRASS DISK & BENT TACK AT THE INTERSECTION OF SOUTH 2ND STREET AND a SHATTUCK AVENUE SOUTH. � e 1298653.315 29.56 4 "x4" CONCRETE MONUMENT IN CASE WITH LEAD & TACK • AT THE INTERSECTION OF SOUTH 2ND STREET AND LAKE n s AVE SOUTH. - Legend 178630.484 1298654.427 30.08 4 "x4" CONCRETE MONUMENT IN CASE WITH LEAD & TACK • XYZ Control Monument X884 ° XY Control Monument AVE SOUTH (SOUTHERLY OF 9002). 9004 178653.428 1298240.840 40.06 CITY OF RENTON CONTROL MONUMENT NO. 884. 4 "x4" SlndSt CONCRETE MONUMENT IN CASE WITH LEAD & TACK AT THE Renton INTERSECTION OF SOUTH 2ND STREET AND RAINIER AVENUE - Sbtd& M Lakes and Rivers i SOUTH. 9008 -' S lndSt Parcels 31.25 4 "x4" CONCRETE MONUMENT IN CASE WITH LEAD & PUNCH Sheet Names MARK AT THE CENTERLINE OF SOUTH 3RD STREET AND Rights of Way 32.62 CITY OF RENTON BM NO. 673. MONUMENT IN CASE, DOWN Streets 1.5, PUBLISHED ELEVATION 32.62' HELD. Roads —S IV 30.86 CITY OF RENTON BM NO. 2128. 3" DIA BRASS DISC MARKED J Jurisdictions i1RON., ELEVATION 30.86. D M.., 1 quatt a K [ L. I KC-1, 17 Ie M ISlantl j Ile 4 Q REMON Tee Z6 ame - S,YSunset8fFd • "- S3rdSt — -- 1714 3- -... _. Hillshade(10m NED) W wosnaIDm rveol 4.,h aala I I 3rd Pl... .. \` .S I. 1:2,459 O @85 "z 11' 0.1 0 D04 0.1 Miles Notes 9 eneret tl I 1pp.u.0 1 OITY OF RENTON SURVEY CONTROL kfo,iep m.ml t is (or reference ��ty. Dat y N t ppearonur ap maeo M,"' We ,td c seynotb0 cT NETWORK Oqy of Renton, WazhNgton E RNAVI NAVIGATION THIS MAP IS NOT TO REUSED FOR NAVIGATION TO HORIZONTAU VERTICAL CONTROL TABLE POINT NORTHING (FT) EASTING (FT) ELEV (FT) DESCRIPTION 9000 178048.762 1299195.648 30.95 CITY OF RENTON CONTROL MONUMENT NO. 1140. 4 "x4" CONCRETE MONUMENT IN CASE WITH LEAD & TACK AT THE INTERSECTION OF SOUTH 3RD STREET AND SHATTUCK AVENUE SOUTH. 9001 178598.404 1299208.532 31.39 MONUMENT IN CASE WITH 2" BRASS DISK & BENT TACK AT THE INTERSECTION OF SOUTH 2ND STREET AND SHATTUCK AVENUE SOUTH. 9002 178650.097 1298653.315 29.56 4 "x4" CONCRETE MONUMENT IN CASE WITH LEAD & TACK AT THE INTERSECTION OF SOUTH 2ND STREET AND LAKE AVE SOUTH. - 9003 178630.484 1298654.427 30.08 4 "x4" CONCRETE MONUMENT IN CASE WITH LEAD & TACK AT THE INTERSECTION OF SOUTH 2ND STREET AND LAKE AVE SOUTH (SOUTHERLY OF 9002). 9004 178653.428 1298240.840 40.06 CITY OF RENTON CONTROL MONUMENT NO. 884. 4 "x4" CONCRETE MONUMENT IN CASE WITH LEAD & TACK AT THE INTERSECTION OF SOUTH 2ND STREET AND RAINIER AVENUE SOUTH. 9008 178065.624 1298485.787 31.25 4 "x4" CONCRETE MONUMENT IN CASE WITH LEAD & PUNCH MARK AT THE CENTERLINE OF SOUTH 3RD STREET AND WESTERLY ENTRANCE TO SAFEWAY. 32.62 CITY OF RENTON BM NO. 673. MONUMENT IN CASE, DOWN 1.5, PUBLISHED ELEVATION 32.62' HELD. 30.86 CITY OF RENTON BM NO. 2128. 3" DIA BRASS DISC MARKED EN -80 1973. KING COUNTY SURVEY MONUMENT, PUBLISHED ELEVATION 30.86. WI I 9004 9002 I U) LL] 40.06 56 �COR MIC #884 MIC �i Q _ I S 2ND ST LLJ If Q Q• I �� Lr—i I i _ _ I P IM 9008 31.25 MIC CITY OF RENTON CONTROL NETWORK VERTICAL CONTROL DATUM NAVD 1988 HORIZONTAL CONTROL DATUM NAD 1983/1991 NORTH ZONE WASHINGTON STATE PLANE COORDINATE SYSTEM THE HORIZONTAL CONTROL ESTABLISHED FOR THIS SURVEY MEETS OR EXCEEDS THE CLOSURE REQUIREMENTS OF WAC 332 - 130 -06 AND REQUIREMENTS FOR A CLASS A SURVEY AS SHOWN IN TABLE 2 OF THE MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /ACSM LAND TITLE SURVEY. ELEVATION FOR CONTROL POINTS SHOWN HEREON MEET OR EXCEED THE STANDARDS, SPECIFICATION AND PROCEDURES OF THIRD ORDER ELEVATION ACCURACY AS ESTABLISHED BY FEDERAL GEODETIC CONTROL COMMITTEE. � llfi llh 9003 — 30.08 MIC rr =1 1 I "I� /yI 1 S 3RD ST I i \ I\ I I I I I I I IA) i I I I I I I I I I 9000 COR MIC #1140 I � i i — W PLAN SCALE IN FEET 0 60 120 EQUIPMENT USED: • TOPCON GR3 CPS RECEIVER, BASE AND ROVER • LEICA 1200 SERIES TOTAL STATION • LEICA SCAN STATION D- 352903 0 IW Q i I of w CITY OF LAKE AVE S / RAINIER AVE S R_F�.O_h;L4ENDED �f1R APPROVAL oEVCxta: 1 " =60' Kowzoxrw ruo rfi6] /,efi, 941 sue- JUNE 2011 Parametrix ny!-------- -- -- ---- Datet -------- D. IRONMONGER - � RENTON STORM SYSTEM Dyl- - ------ - Date'- ------ ouw: - - - - - -- K. TAYLOR 1016 LTHAVENUESE,SURE 100 — 2x wpt ORAWJW PUYALLUP. WASHINGTON 88]T4 By ----------------- Date:_______ cK6 DATUM - '-'-' -'- ^* wa scut Planning/Building/Public Works De t T.253.BOq.8800 F.25].601.6T88 — IF NOT ox6 wp, P SURVEY CONTROL TABLE AND MAP IS 3 waw.vemmomcom Dye--- --- °'---'--- Date'-- . N0. REVISION BY DATE APPR �� scuF ACOftgNGY sx¢T: a: 3 11 �L1, n:Ssa��c�� D- 352003 zz U W o' a rn LO EROSION CONTROL NOTES: 1 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A IN- N PRE - CONSTRUCTION CONFERENCE MUST BE HELD WITH THE CITY OF RENTON, 0.. PUBLIC WORKS DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 7. TEMPORARY STOCKPILES OF NON- CONTAMINATED SOIL ARE TO BE REMOVED BY THE END OF EACH WORKING DAY UNLESS OTHERWISE ALLOWED BY THE CITY. PROVIDE DUST PALLIATIVE AS REQUIRED. IF TEMPORARY STOCKPILES ARE ALLOWED BY THE CITY TO REMAIN BEYOND THE END OF THE WORK DAY, PROVIDE TEMPORARY COVER MEASURES, SUCH AS PLASTIC COVERING, AND TRIANGULAR SILT DIKE ALONG TOE OF TEMPORARY STOCKPILE IN ACCORDANCE WITH CITY REQUIREMENTS. EROSION CONTROL CONSTRUCTION SEQUENCE: 1. HOLD THE PRE - CONSTRUCTION CONFERENCE. 2. INSTALL PERIMETER PROTECTION AROUND EXCAVATIONS TESC BMPS BASED ON CONSTRUCTION SEQUENCING. 3. PROVIDE, INSTALL, MAINTAIN, AND INSPECT EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS, MANUFACTURER'S RECOMMENDATIONS, AND SPECIFICATIONS. 4. RELOCATE SURFACE WATER CONTROLS OR EROSION CONTROL MEASURES, OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 5. COVER ALL AREAS THAT WILL BE UNWORKED AS REQUIRED WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. 6. STABILIZE ALL AREAS WITHIN (7) DAYS OF REACHING FINAL GRADE. 7. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE TESC BMPS. DISTURBED AREAS SHALL BE STABILIZED TO MATCH THE TYPE OF SURFACING THAT EXISTED PRIOR TO PROJECT CONSTRUCTION. OF r 1018 39TH AVENUE SE, SURE 100 PUYAILUP, WASHINGTON 383 >t 7.253.604.6600 F. 263.601.8]99 Ww.Pwme06cmm WET SEASON REQUIREMENTS (OCTOBER 1 TO APRIL 30): 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN. 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS. 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE. 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE. 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE- GRAINED SOIL. 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 10.PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS. 11. ANY RUNOFF GENERATED BY DEWATERING WILL BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS. 12.THE FREQUENCY OF MAINTENANCE REVIEW INCREASES FROM MONTHLY TO WEEKLY. MODEL TOXICS CONTROL ACT NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL PLAN AND SPECIFICATION PROVISIONS RELATED TO MODEL TOXICS CONTROL ACT COMPLIANCE REGARDING HANDLING AND DISPOSAL OF CONTAMINATED MATERIALS (INCLUDING SOIL AND GROUNDWATER) ENCOUNTERED DURING CONSTRUCTION ON THE PROJECT SITE. ALL HANDLING AND DISPOSAL OF CONTAMINATED MATERIALS SHALL BE IN ACCORDANCE WITH SPECIFICATIONS. APPROVAL OF ANY STORAGE OR DISPOSAL OF SOIL OR GROUNDWATER ON THE SITE SHALL BE PROVIDED SOLELY BY THE CITY. 2, THE CONTRACTOR SHALL PROVIDE SPECIFIC HANDLING AND DISPOSAL PLANS FOR CONTAMINATED SOILS AND GROUNDWATER CONSISTENT WITH BID SPECIFICATIONS TO THE CITY OF RENTON CONSTRUCTION MANAGER AT LEAST TEN DAYS PRIOR TO CONSTRUCTION. D- 352904 GENERAL CONSTRUCTION SEQUENCING: 1. INSTALL TESC BMPS INCLUDING FENCING, BARRIERS, DELINEATION OF STAGING AREAS, SAW CUTTING, TEMPORARY SILT DIKES, AND INLET PROTECTION. TESC BMPS TO BE INSTALLED AT THE BEGINNING OF EACH PHASE. REMOVE TESC BMPS AT THE COMPLETION OF EACH PHASE IF NO LONGER NEEDED. PHASE 1A, 1 B AND 1C 2. INSTALL DEWATERING SYSTEMS FOR JACKING FROM JACKING PIT 1 TO RECEIVING PIT 1. DISCHARGE DEWATERING WATER TO TEMPORARY STORAGE AND /OR TREATMENT UNITS IN STAGING AREA FOR TESTING PRIOR TO DISCHARGE TO SANITARY SEWER. REMOVE TEMPORARY FENCING AND BARRICADES WHERE INDICATED ON PLANS THAT ARE REQUIRED FOR INSTALLATION OF DEWATERING SYSTEM. 3. CONSTRUCT JACKING PIT 1 AND RECEIVING PIT 1, INSTALL CASING FROM JACKING PIT 1 TO RECEIVING PIT 1. 4. RESTORE SITE TRAFFIC CIRCULATION OVER CASING IN ACCORDANCE WITH CONSTRUCTION EASEMENT REQUIREMENTS. MAINTAIN DEWATERING SYSTEM FOR JACKING PIT 1 AND RECEIVING PIT 1 AS NEEDED. INSTALL OPEN CUT PORTIONS OF STORM DRAIN FOR PHASES 1B AND 1C IN ACCORDANCE WITH GENERAL SEQUENCING ON SHEET C5. 5. INSTALL AND RELOCATE TEMPORARY CONSTRUCTION FENCING, SIGNING AND RESTORATION IN ACCORDANCE WITH SHEETS C4 AND C5. PHASE 2 6. INSTALL DEWATERING SYSTEMS FOR JACKING PIT 1 TO JACKING PIT 2. DISCHARGE DEWATERING WATER TO TEMPORARY STORAGE AND /OR TREATMENT UNITS IN STAGING AREA FOR TESTING PRIOR TO DISCHARGE TO SANITARY SEWER. REMOVE TEMPORARY FENCING AND BARRICADES WHERE INDICATED ON PLANS THAT ARE REQUIRED FOR INSTALLATION OF DEWATERING SYSTEM. 7. CONSTRUCT JACKING PIT 2 AND INSTALL CASING FROM JACKING PIT 1 TO JACKING PIT 2. 8. RESTORE SITE TRAFFIC CIRCULATION OVER CASING IN ACCORDANCE WITH CONSTRUCTION EASEMENT REQUIREMENTS. MAINTAIN DEWATERING SYSTEM FOR JACKING PITS 1 AND 2 AS NEEDED. 9. INSTALL AND RELOCATE TEMPORARY CONSTRUCTION FENCING AND SIGNING IN ACCORDANCE WITH SHEETS C4 AND C5. PHASE 3 10.INSTALL DEWATERING SYSTEMS FOR JACKING FROM JACKING PIT 2 TO RECEIVING PIT 2. DISCHARGE DEWATERING WATER TO TEMPORARY STORAGE AND /OR TREATMENT UNITS IN STAGING AREA FOR TESTING PRIOR TO DISCHARGE TO SANITARY SEWER. REMOVE TEMPORARY FENCING AND BARRICADES WHERE INDICATED ON PLANS THAT ARE REQUIRED FOR INSTALLATION OF DEWATERING SYSTEM. 1 1 . CONSTRUCT RECEIVING PIT 2 AND INSTALL CASING FROM JACKING PIT 2 TO RECEIVING PIT 2. 12. RESTORE SITE TRAFFIC CIRCULATION OVER CASING IN ACCORDANCE WITH CONSTRUCTION EASEMENT REQUIREMENTS. MAINTAIN DEWATERING SYSTEM FOR JACKING PIT 2 AND RECEIVING PIT 2 AS NEEDED. 13.INSTALL AND RELOCATE TEMPORARY CONSTRUCTION FENCING AND SIGNING IN ACCORDANCE WITH SHEET C4. PHASE 4 14ANSTALL CARRIER PIPE FROM JACKING PIT 1 THROUGH RECEIVING PIT 2. PHASE 5 15.INSTALL TEMPORARY BYPASS PUMPING SYSTEM IN VICINITY OF CB -8. 16. CONSTRUCT TEMPORARY WATER SERVICE IN VICINITY OF STA 15 +10. 17. CONSTRUCT DRAINAGE SYSTEM FROM CB -6 TO CB -8 (UPSTREAM OF RECEIVING PIT 2). 18. CONSTRUCT WATER LINE RELOCATION. 19.COMPLETE ALL TESTING, PLUG /ABANDON STORM DRAINS WHERE SHOWN, AND REMOVE TEMPORARY BYPASS PUMPING SYSTEM. 20. REMOVE OR ABANDON ALL SHORING IN ACCORDANCE WITH THE SHORING PLAN. 21.BACKFILL REMAINING EXCAVATIONS, RESTORE SITE, REMOVE TESC BMPS, REMOVE DEWATERING SYSTEM AND DEMOBILIZE FROM SITE. 22.WORK SEQUENCING IN PHASES 2 THROUGH 5 MAY OVERLAP AS NEEDED BASED ON REQUIRED PROJECT COMPLETION PROVIDED THAT THE SYSTEM IS INSTALLED TO THE SATISFACTION OF THE CITY. suNwrm: sPiic: �Tnncu: rww �9P8 AS SHOWN 4941 CITY OF D6vcnm: Nowzoxr9l, wD 963/96, 4941 1 J. COOP RENTON DRAWN: K. TAYLOR oNi 6 wGN DATUM °1E der N- u- saic --) Planning/Building/Public Works Dept. 6 NJi ONE 4VCN NO. REVISION BY DATE APPR .wPRam: s AC0R01NL" LAKE AVE S / RAINIER AVE S STORM SYSTEM EROSION CONTROL, EROSION CONTROL SEQUENCE, WET SEASON REQUIREMENTS, MODEL TOXICS CONTROL ACT NOTES, AND POSSIBLE CONSTRUCTION SEQUENCE 4 11 D- 352904 JUNE 2011 PAGE M. NO, G4 sti. or: 3. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM, JACKING PITS OR RECEIVING PITS. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL LLI SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, } REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS U) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED IN THESE O DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED 0 SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR CO SEASONAL CONDITIONS DICTATE, THE CONTRACTOR SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO CO ENSURE COMPLETE SILTATION CONTROL ON THE PROJECT SITE. DURING THE W COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED Q BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE al� MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES w_ AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. Z Q 5. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL PROJECT DISTURBED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, U) SODDING OR PLASTIC COVERING. 6. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO QU1 FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL w DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS Y PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO Q THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING J THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. 7. TEMPORARY STOCKPILES OF NON- CONTAMINATED SOIL ARE TO BE REMOVED BY THE END OF EACH WORKING DAY UNLESS OTHERWISE ALLOWED BY THE CITY. PROVIDE DUST PALLIATIVE AS REQUIRED. IF TEMPORARY STOCKPILES ARE ALLOWED BY THE CITY TO REMAIN BEYOND THE END OF THE WORK DAY, PROVIDE TEMPORARY COVER MEASURES, SUCH AS PLASTIC COVERING, AND TRIANGULAR SILT DIKE ALONG TOE OF TEMPORARY STOCKPILE IN ACCORDANCE WITH CITY REQUIREMENTS. EROSION CONTROL CONSTRUCTION SEQUENCE: 1. HOLD THE PRE - CONSTRUCTION CONFERENCE. 2. INSTALL PERIMETER PROTECTION AROUND EXCAVATIONS TESC BMPS BASED ON CONSTRUCTION SEQUENCING. 3. PROVIDE, INSTALL, MAINTAIN, AND INSPECT EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS, MANUFACTURER'S RECOMMENDATIONS, AND SPECIFICATIONS. 4. RELOCATE SURFACE WATER CONTROLS OR EROSION CONTROL MEASURES, OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 5. COVER ALL AREAS THAT WILL BE UNWORKED AS REQUIRED WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. 6. STABILIZE ALL AREAS WITHIN (7) DAYS OF REACHING FINAL GRADE. 7. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE TESC BMPS. DISTURBED AREAS SHALL BE STABILIZED TO MATCH THE TYPE OF SURFACING THAT EXISTED PRIOR TO PROJECT CONSTRUCTION. OF r 1018 39TH AVENUE SE, SURE 100 PUYAILUP, WASHINGTON 383 >t 7.253.604.6600 F. 263.601.8]99 Ww.Pwme06cmm WET SEASON REQUIREMENTS (OCTOBER 1 TO APRIL 30): 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN. 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS. 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE. 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE. 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE- GRAINED SOIL. 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 10.PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS. 11. ANY RUNOFF GENERATED BY DEWATERING WILL BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS. 12.THE FREQUENCY OF MAINTENANCE REVIEW INCREASES FROM MONTHLY TO WEEKLY. MODEL TOXICS CONTROL ACT NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL PLAN AND SPECIFICATION PROVISIONS RELATED TO MODEL TOXICS CONTROL ACT COMPLIANCE REGARDING HANDLING AND DISPOSAL OF CONTAMINATED MATERIALS (INCLUDING SOIL AND GROUNDWATER) ENCOUNTERED DURING CONSTRUCTION ON THE PROJECT SITE. ALL HANDLING AND DISPOSAL OF CONTAMINATED MATERIALS SHALL BE IN ACCORDANCE WITH SPECIFICATIONS. APPROVAL OF ANY STORAGE OR DISPOSAL OF SOIL OR GROUNDWATER ON THE SITE SHALL BE PROVIDED SOLELY BY THE CITY. 2, THE CONTRACTOR SHALL PROVIDE SPECIFIC HANDLING AND DISPOSAL PLANS FOR CONTAMINATED SOILS AND GROUNDWATER CONSISTENT WITH BID SPECIFICATIONS TO THE CITY OF RENTON CONSTRUCTION MANAGER AT LEAST TEN DAYS PRIOR TO CONSTRUCTION. D- 352904 GENERAL CONSTRUCTION SEQUENCING: 1. INSTALL TESC BMPS INCLUDING FENCING, BARRIERS, DELINEATION OF STAGING AREAS, SAW CUTTING, TEMPORARY SILT DIKES, AND INLET PROTECTION. TESC BMPS TO BE INSTALLED AT THE BEGINNING OF EACH PHASE. REMOVE TESC BMPS AT THE COMPLETION OF EACH PHASE IF NO LONGER NEEDED. PHASE 1A, 1 B AND 1C 2. INSTALL DEWATERING SYSTEMS FOR JACKING FROM JACKING PIT 1 TO RECEIVING PIT 1. DISCHARGE DEWATERING WATER TO TEMPORARY STORAGE AND /OR TREATMENT UNITS IN STAGING AREA FOR TESTING PRIOR TO DISCHARGE TO SANITARY SEWER. REMOVE TEMPORARY FENCING AND BARRICADES WHERE INDICATED ON PLANS THAT ARE REQUIRED FOR INSTALLATION OF DEWATERING SYSTEM. 3. CONSTRUCT JACKING PIT 1 AND RECEIVING PIT 1, INSTALL CASING FROM JACKING PIT 1 TO RECEIVING PIT 1. 4. RESTORE SITE TRAFFIC CIRCULATION OVER CASING IN ACCORDANCE WITH CONSTRUCTION EASEMENT REQUIREMENTS. MAINTAIN DEWATERING SYSTEM FOR JACKING PIT 1 AND RECEIVING PIT 1 AS NEEDED. INSTALL OPEN CUT PORTIONS OF STORM DRAIN FOR PHASES 1B AND 1C IN ACCORDANCE WITH GENERAL SEQUENCING ON SHEET C5. 5. INSTALL AND RELOCATE TEMPORARY CONSTRUCTION FENCING, SIGNING AND RESTORATION IN ACCORDANCE WITH SHEETS C4 AND C5. PHASE 2 6. INSTALL DEWATERING SYSTEMS FOR JACKING PIT 1 TO JACKING PIT 2. DISCHARGE DEWATERING WATER TO TEMPORARY STORAGE AND /OR TREATMENT UNITS IN STAGING AREA FOR TESTING PRIOR TO DISCHARGE TO SANITARY SEWER. REMOVE TEMPORARY FENCING AND BARRICADES WHERE INDICATED ON PLANS THAT ARE REQUIRED FOR INSTALLATION OF DEWATERING SYSTEM. 7. CONSTRUCT JACKING PIT 2 AND INSTALL CASING FROM JACKING PIT 1 TO JACKING PIT 2. 8. RESTORE SITE TRAFFIC CIRCULATION OVER CASING IN ACCORDANCE WITH CONSTRUCTION EASEMENT REQUIREMENTS. MAINTAIN DEWATERING SYSTEM FOR JACKING PITS 1 AND 2 AS NEEDED. 9. INSTALL AND RELOCATE TEMPORARY CONSTRUCTION FENCING AND SIGNING IN ACCORDANCE WITH SHEETS C4 AND C5. PHASE 3 10.INSTALL DEWATERING SYSTEMS FOR JACKING FROM JACKING PIT 2 TO RECEIVING PIT 2. DISCHARGE DEWATERING WATER TO TEMPORARY STORAGE AND /OR TREATMENT UNITS IN STAGING AREA FOR TESTING PRIOR TO DISCHARGE TO SANITARY SEWER. REMOVE TEMPORARY FENCING AND BARRICADES WHERE INDICATED ON PLANS THAT ARE REQUIRED FOR INSTALLATION OF DEWATERING SYSTEM. 1 1 . CONSTRUCT RECEIVING PIT 2 AND INSTALL CASING FROM JACKING PIT 2 TO RECEIVING PIT 2. 12. RESTORE SITE TRAFFIC CIRCULATION OVER CASING IN ACCORDANCE WITH CONSTRUCTION EASEMENT REQUIREMENTS. MAINTAIN DEWATERING SYSTEM FOR JACKING PIT 2 AND RECEIVING PIT 2 AS NEEDED. 13.INSTALL AND RELOCATE TEMPORARY CONSTRUCTION FENCING AND SIGNING IN ACCORDANCE WITH SHEET C4. PHASE 4 14ANSTALL CARRIER PIPE FROM JACKING PIT 1 THROUGH RECEIVING PIT 2. PHASE 5 15.INSTALL TEMPORARY BYPASS PUMPING SYSTEM IN VICINITY OF CB -8. 16. CONSTRUCT TEMPORARY WATER SERVICE IN VICINITY OF STA 15 +10. 17. CONSTRUCT DRAINAGE SYSTEM FROM CB -6 TO CB -8 (UPSTREAM OF RECEIVING PIT 2). 18. CONSTRUCT WATER LINE RELOCATION. 19.COMPLETE ALL TESTING, PLUG /ABANDON STORM DRAINS WHERE SHOWN, AND REMOVE TEMPORARY BYPASS PUMPING SYSTEM. 20. REMOVE OR ABANDON ALL SHORING IN ACCORDANCE WITH THE SHORING PLAN. 21.BACKFILL REMAINING EXCAVATIONS, RESTORE SITE, REMOVE TESC BMPS, REMOVE DEWATERING SYSTEM AND DEMOBILIZE FROM SITE. 22.WORK SEQUENCING IN PHASES 2 THROUGH 5 MAY OVERLAP AS NEEDED BASED ON REQUIRED PROJECT COMPLETION PROVIDED THAT THE SYSTEM IS INSTALLED TO THE SATISFACTION OF THE CITY. suNwrm: sPiic: �Tnncu: rww �9P8 AS SHOWN 4941 CITY OF D6vcnm: Nowzoxr9l, wD 963/96, 4941 1 J. COOP RENTON DRAWN: K. TAYLOR oNi 6 wGN DATUM °1E der N- u- saic --) Planning/Building/Public Works Dept. 6 NJi ONE 4VCN NO. REVISION BY DATE APPR .wPRam: s AC0R01NL" LAKE AVE S / RAINIER AVE S STORM SYSTEM EROSION CONTROL, EROSION CONTROL SEQUENCE, WET SEASON REQUIREMENTS, MODEL TOXICS CONTROL ACT NOTES, AND POSSIBLE CONSTRUCTION SEQUENCE 4 11 D- 352904 JUNE 2011 PAGE M. NO, G4 sti. or: rn N L0 Ck•) n N d. JO w � Z w U vJ �ll^^ w O a W 2 IY 0 U) w Q w_ Z cc w Q w Y Q J Q � n/ z CB -1A STA 10 +11, 9'LT N 178135.41 E 1298300.88 NEW TYPE 1 CB N 178125.72 \� E 1298300.67 CONNECT TO EX BOX CULVERT STRUCTURE PLUG AND ABANDON EX 8�D CB -3A STA 10+ N 178111.10 E 1298343.11 NEW TYPE 1 CB CB -1 STA 10 +18 N 17813,0'35 E 1298310.49 ANEW 72" TYPE 2 CB W 36" FRAME & COVER CB -2 STA 10 +51 REMOVE EX CB o I N 178144.41 E 1298340.33 NEW 84" TYPE 2 CB REINSTALL EX 24" DIA' FRAME & GRATE a SEE CONSTRUCTI NOTE \\ •:, WALKER ' SUBARU�iY� / J �iJ� lQ APPROX lOCAT v - SOF- RECEIVING PIT 1 3 ti S _ 4 \ ° 2 RELOCATE EX POWER o \ I AS REQUIRED POTHOLE CB -3 STA 10 +75 LOCATION, TYP N 178128.59 RT ��\ E 1298358.38 �\ NEW G72 - TYP- E -2 -CB A Ro ST \r \ 9 0� PLAN SCALE IN FEET i J-- \. PLUG .__ &\ABANDON EX SW 24 \D, SEE CONSTRUCTION / NOTE 3 FOR\ TIMING -\__ i (i 1W / - z 5 STA /12 +88 22 LT N 129853.43 E 1298532.39 X TYPE 2 FB p �' APPROX -:9 CA ° JACKING PIT 1 TEMP BYPASS F - LAKE AVE S STREET VACATION (EX 60' WIDE CITY UTILITY EASEMENT) C, / 6 �1 so T � N' 178249.27 E 128583.72 INSTy LL NEW 60" TYRE 2 CB ION OF \f?ROVIDE OR PROTECT 1019 39TH AVENUE $E, SUITE WO T. 263. . W F. 253 ON 989 T. 293.fiO4.fi898 F.233.60C.9T99 xvw.PUemeOhmm ,I _ CONSTRUCTION NOTES: 0 20 40 1. ALL TYPE I CATCH BASINS SHALL BE FRAME & GRATE UNLESS NOTED OTHERWISE. SEE CITY STD PLAN 200.00. RIM ELEVATIONS SHALL MATCH EX GRADE. 2. ALL TYPE 2 CATCH BASINS SHALL BE FRAME CB -1 STA 10 +18 CB -2 STA 10 +51 & GRATE UNLESS NOTED OTHERWISE. RIM NEW 72 TYPE 2 CB NEW 84 TYPE 2 CB ELEVATIONS SHALL MATCH EX GRADE. 60 ..... ................. 60 RIM EL 36 :8 . .. .. ._.... ..... - -_.. .. ... .. .. RIM EL 30.6 26:72::::::: STA 10 +75 ...... CB -4 STA 13 +30 0 6 , 3. REMOVE APPROX 5' OF EXIST 24 "D NE OF 12 (W)::IE ..26;28 .. . E:X: 6 . (NW) IE- CB -3 NEW, 60" TYPE 2 CB . 10 +51) AS NECESSARY TO CB 1:0 +18 CB- 3:STA'10 +75 36 ":. NE) JE= 18;20 :::36' (SE' & SW :IE= 18.23:::: NEW: 72' TYPE 2 CB RIM: EL .30;9:: NXSTALL N NEW CB -2. CONTRACTOR TO 42''::�SW) IE -18;20 TEMP 24" ; (NE) IE= ;18.47 RIM EL 31 3 34.. ": (NE &; :SW) JE 1:8.50 50' 50 .. ... MATCH EXISTING ... : EX 12.: SE .iE_22,0 .. _ ....... PROVIDE BYPASS STORMWATER PUMPING AND .....:: .... .::::.. .:::. ... : ....::. ..... ......... ...: 3 4 (NE) IE 18:.25 .. .. ..... .. ... .. .. 0 PIPING TO BOX CULVERT AT STA 10 +07 GB .1.q C$ -3A STA +;39, 3VRT ... ... ... 3 6' :(:NW) IE- 1:8.25 ... . 15 CB-1 G H NAND STA 10+ 1 1, : 91T .. ... ;1:0 N7 W: TYPE 1 CB:: .... 12' :(SW) IE . 26.14..... . .. . CB-3 ASSOCIATED PIPING. NEW TYPE:.1..Cg.... RIM EL :37,3 .:: .... .... .....:...... JACKING: :PIT PPROVIDE EQUIPMENT PIPING BONNECTION 40 RIM -EL 30.6:.:.__ _. EX 8" (S) LE _ .. 40 .... .......L.._ .......... .:........ ......:. .. ACTUAL SIZE 40' AND EMPORARY "D ..... 12.::(SE) I;E 26.50 12' (NE) .2.6..6. 26:60' ........ ....... ..: RECEIVING. PIT:. CONTRACTOR ANDDSHA FINE BETWEEN EXIST 24 AND CB -2 AFTER :IE TO DETERMINE ACTUAL SIZE I SYSTEM HAS BEEN CONSTRUCTED AND .. ..: AN D SHAPE ..... I CULVERT ...- ... .: .. .. _ - . SHALL PLUG S 30 30 __ -.. - .... P : _ -: �T . -\t 3 0 AND WHEN NEW STORM 3S EXIST 24"D H .. . P::::: ::� P::. D:: p �12"D:: DRAIN SYSTEM COMPLETE P ..... 1Z'S: .. :: .. .... ....... ..... 65::.. o .:p... ... .. . I .. ... .. ... .. ... .. .... ...... ... ... .. .... ...: 208 42" STI• CASING AND 34 kDPE PIPE ;@ S-0+001:: - ....... .. FT /ET .... .... .. .. .. 20 ..... L 1 20, .... ... _ ...... ..... ..:.. ... 2 0 11' -::12' CPEP: PIPE @: .......:::::@] 23 .'1'2" CPER:PIPE. :::: S -0:020 .FT /FT: .... 33'. -; 36" CPEP PIPE:: STA: 1 1.0 :93 STA 13 +01 ": - - S:= 0.020::FT /FT:. ..::: �: S °0.00,1: ��' ::: 42 °: STL::CASING .117-17 94:... .... 42 STILL CASING .IE =18.14 _ _ 34" HD 7 PDPE:IPPE..782 _ 10 ..._. __..... :...... ..:..... ... . ....:.. ............. 10 11 42 CPEP PIPE 5 =0.001 FT ET: �.. ...... ..._. ...... .... ... .. 8' 34 H ..:::: 29 - 34 H 6PEDPIPEPI @ESE0:0047FT /FT 0 ... . .. ..: .... STA 10 + 07 ::::.::.:' @ FT /FT: S 0:001 ... 10 .:.. = FT /FT Hr PIPE S 0.001 .. .: 42 "::CPEP ...... PIPE: :::::: ..::..: ... 24' -::36" CPEP PIPE :: ..... . : STA 13+3942": STL:::: : IE -18 19 :: @ :5 =0 001 FT /FT CASING IE 18.17 0 :.: 0' : ..... ............. .. ...... ..:.:.: _..... ... .:.:.: 34 " -HDPE PIPE IE -18:51 0, CB -1A TO CB -1 CB -3A TO CB -3 10 +00 11 +00 12 +00 13 +00 13 +50 1019 39TH AVENUE $E, SUITE WO T. 263. . W F. 253 ON 989 T. 293.fiO4.fi898 F.233.60C.9T99 xvw.PUemeOhmm PROFILE HORIZ: 1 " =20' VERT: 1"=10' SUR+EIFD: EGLL£: 1 .71-7 -LD' R. HERMES o uwr: K. TAYLOR ONE WCN CHEd' Ai NLL SGLLE OW NO. REVISION BY DATE APPR v Nor OW ww A➢PROh➢: SVIE AGGOROWGLT ww19� CITY OF HORIZONGL NID 10&1/1991 ) RENTON DATUM Planning /Building /Public Works Dept. D- 352905 LAKE AVE S / RAINIER AVE S STORM SYSTEM PLAN AND PROFILE STA 10 +00 TO STA 13 +50 JUNE 20111 I.- PALE: C1 ,I _ D. PROFILE HORIZ: 1 " =20' VERT: 1"=10' SUR+EIFD: EGLL£: 1 .71-7 -LD' R. HERMES o uwr: K. TAYLOR ONE WCN CHEd' Ai NLL SGLLE OW NO. REVISION BY DATE APPR v Nor OW ww A➢PROh➢: SVIE AGGOROWGLT ww19� CITY OF HORIZONGL NID 10&1/1991 ) RENTON DATUM Planning /Building /Public Works Dept. D- 352905 LAKE AVE S / RAINIER AVE S STORM SYSTEM PLAN AND PROFILE STA 10 +00 TO STA 13 +50 JUNE 20111 I.- PALE: C1 rn N M ll`-� N CL w � z W C) (n 0 0 a� (n 0 tl17 W cc Q W ro a cc W a W Y Q J 3 60' ........ 50' CB -7 STA 16 +41 STA 14 +06, 44'i T STA 17 +04 EX: TYPE :2: CB RIM EL 36;54 40' EX.:24" IE =18.64 .: NEW 60" TYPE 2 CB 18": . (E) : I E =:1:8..6:4:: EX TYPE CB -S, :STA: 1:4 +18 30' - j 60' 8 "D _. ... 8oW _ RIM EL 31 5 0 1.. .1. : ... . . . . . 20' ... O 46' 1:8'! :: CPEP ........ PIPE .... ...: S 0: 001 F7 /FT 10' EX 18" REMOVE :EX CHA NN EL AS REQUIRED TQ; CORE DRILL EX CB 0' . ... .- ..... ...... .. ... .... ... .... .... .... ... , EX CB TO C13-5 tO1B 38TH AVENUE SE, SUITE 100 PUTALLUP, WASHINGTON 989]4 T. 253.604.6600 F. T53.804.BY99 xmv.paramehhcmm STA 14 +06, 441T N) 78340.81 /1298568.24 i EX _TYRE 2 -CB W EX 24 IE =18.64 W S U0 'POTHOLE ° t LOCATION, TYP�ti 7 Z/ APPROX LOCATIO OF JACKING PIj 2 o LAKE AVE S STREET VACATION SIA 15 +23 SU LI SPU CATHODIC PROTECTION (EX 60' WIDE CITY UTILITY EASEMENT) N 178440.77 ANODE CABLE 11 TYPE 02 DCB - -p / 1 PLUG ABANDON SW 24 D AS OX 5' NECESSARY / N 1178578.98 72 Y CB -8 STA 16+ o u REMOVE APPROX 5' OF X_ EX NE 24 D o (� E 1298654.38 TO INSTALL NEW CB. PLI G NEW 0" TYPE 2 CB - & ABANDON' l c ` STA 6104 N- 17833-1 -.63 0 \�� -. N_. ` - N 1I 8PF 39 L I y E 1298659.95 S-- CB 5 STA 14 +18 - _8 „N! -P w,1 - EX TYPE 2 CB - -- e'vE -12- 98612: -9�.�W z - �a-•.� -- v -� 1,� fvEW -72" TYPE 2 CB -1 l -6� I TEMP 2 "W � + NN, APPROX LOCATION R LOCATE? X 8' J - - S'E,DETAIS, SEE CONSTR CTION OF RECEIVING PIT 2 S T C6 NOTE 4 1 lr �;. NB-6 STA. 3 +- - 0 €MOVETE1 1 P+41 2 C, 1 PROVIDE TEMP BYPASS FOR EX SD UNTIL I \ " COMPLETION OF DRAINAGE E 129865690 1 $78548.76 �� SYSTEM FROM EX BOX INSTALL NEW 60" E 1298649.02 CULVERT TO CB -5 TYPE 2 CB INSTALL NEW 60" PLAN TYPE 2 CB SCALE IN FEET 0 20 40 RES.j,1I;:NrNDj-D P-CIR APPROVAI By]__ ______ __ ___ ___ Datei -------- By, ---------------- Date, -------- By' ---------------- Dater _______ Byl----------- ----- Date'- ------- . N0. REVISION BY DATE APPR vmncu, ww ,sea CITY OF a61GNF0 1 n -20• NOaQONf.LL: WD 19B]I1881 :; �1 R. HERMES ta RENTON K. TAYLOR pN, E waf DATUM `" "" .3 nlu scacNU scar: -� Planning /Building /Public Works Dept. IF NOT ONE WCII MPRO&D: Sfl1E ACCORWI0.Y CONSTRUCTION NOTES: 1. ALL TYPE I CATCH BASINS SHALL BE FRAME & GRATE UNLESS NOTED OTHERWISE. SEE CITY STD PLAN 200.00. RIM ELEVATIONS SHALL MATCH EX GRADE. 2. ALL TYPE 2 CATCH BASINS SHALL BE FRAME & GRATE UNLESS NOTED OTHERWISE. RIM ELEVATIONS SHALL MATCH EX GRADE. 3. PROTECT SPU CATHODIC PROTECTION ANODE CABLE ADJACENT TO 51 "W. 4. PROVIDE TEMPORARY 2 "W SERVICE CONNECTION DURING CONSTRUCTION BETWEEN CB -7 AND CB -8. SEE DETAIL 1, SHEET C6 AND SPECIAL PROVISIONS. 5. NOTIFY SPU PRIOR TO EXCAVATION AND PRIOR TO BACKFILLING WITHIN CITY OF SEATTLE WATER TRANSMISSION MAIN RIGHT -OF -WAY IN ACCORDANCE WITH PERMIT REQUIREMENTS. COMPLY WITH ALL CITY OF SEATTLE RIGHT -OF -WAY PERMIT REQUIREMENTS. PROTECT EXISITNG UTILITIES AS REQUIRED. D- 352906 LAKE AVE S / RAINIER AVE S STORM SYSTEM PLAN AND PROFILE STA 13 +50 TO STA 17 +20 JUNE 2011 HEILBLYA(: PILE C2 " s '1 CB -7 STA 16 +41 STA 17 +04 NEW 60" TYPE 2 CB EX TYPE 2 CB 60' _. ... ........................ _ RIM EL 31 5 RIM EL 30.78 60' E IE X 61i (E) 20.9f EX 18" (W) IE21.38 ...... .......... ..... .. ... .... ... .... .... .... ... , .... .... ...... EX :12'` : (W). IE =23.68 ;24' (N ',& S) IE= 21',08: : ............ ... ... ... :::CB =6 . STA::1 6 +06 : : 30'': (N)::IE =18;82: CB ...... -8 STA::1 6 +72 . NEW :60 ": TYPE 2 C'B 30" (SE) IE 18:82 NEW 60 ":TYPE 2 CB 50 I CB 5 STA 14 +18 . . ... _.... _.. RIM EL 35.:4 ..... SUMP, . _ 50' NEW 72" TYPE 2 .CB . RIM EL 30,7 30" (NW)', :IE 1877: RIM : EL 3.1..8 EX 12" (E) IE 22..29 IE =18.77 EX 6 (E) 1E =20.72± 8„ (E) JE= 18;59 EX 24 (N) IE 19:97 ... 34" N &.:SW 'IE =18.59 ( ). ::. .... ... 30 : (S). IE= :19.89 40 .:.. . _ .... RECEIVING !PIT. CONTRACTOR:.:.... ._...... 4 ' 0 74' -, 42" STL :CASING; : JACKING; PIT: CONTRACTOR TO DETERMINE ACTUAL SIZE: .. ... AND :34" HOPE: PIPE:.: TO DETERMINE ACTUAL; SIZE AND SHAPE S =6.001 FT /FT AND, ,SHAPE ... 30' .. - �... 2 "D© ..... ..... ..:.... 1Yz W 8 0 P ::: GP �.: 645 W 66 "W 0 15 D o r 6 (1 (11 0 150' 42' STL::CASI:NG AND 34" .. .HDRE .PIPE: S' :0007 FT /FT 12'S D = 8'D ;, 8 W:: 20' Y �.. 0 ., _ _ . _ ..._... _ T _._ .•. _ .. - 7J'[):. `U24.''D .' 20' - - - - - - -, - - ... ... ... ... ... ... ... -f 51 "W STA: 14 +51 .. 42" 'STL : CASING :IE= 18.29.::: STA::1:6 � 10' I - - 34 HDPE.:P.IPE..IE. -:1:8 62 ..:.:. 42' STL CAS]NG IF= 18:44 „ . 34' HDPE PIPE IE 18:77 "' 3 1 CP PIPE, 10' STA 14 +13.:: 34 34: HDP:E:PIPE @ S-0,001 FT /FT .. ..... ... ... ::: 0 S=0.035 FT/FT ::: 42' STL CASING IE -18.25 4 54 ", HDPE PIPE © 5 =0 001 FT /FT 5' 34 HDPE PIPE 8 -0001 /FT t-EX "W 34 ' . .. :H:DPE PIPE IE_1&58 .. ..: . 35 , : 30° CPEP PIPE @ S -0.001 FT /FT 8 TO BE RELOCATED 0' ::: _..__ .. ......:.:.:.: ........0' 13 +50 14 +00 15 +00 16 +00 17 +00 17 +20 PROFILE HORIZ: 1 " =20' VERT: 1"=10' RES.j,1I;:NrNDj-D P-CIR APPROVAI By]__ ______ __ ___ ___ Datei -------- By, ---------------- Date, -------- By' ---------------- Dater _______ Byl----------- ----- Date'- ------- . N0. REVISION BY DATE APPR vmncu, ww ,sea CITY OF a61GNF0 1 n -20• NOaQONf.LL: WD 19B]I1881 :; �1 R. HERMES ta RENTON K. TAYLOR pN, E waf DATUM `" "" .3 nlu scacNU scar: -� Planning /Building /Public Works Dept. IF NOT ONE WCII MPRO&D: Sfl1E ACCORWI0.Y CONSTRUCTION NOTES: 1. ALL TYPE I CATCH BASINS SHALL BE FRAME & GRATE UNLESS NOTED OTHERWISE. SEE CITY STD PLAN 200.00. RIM ELEVATIONS SHALL MATCH EX GRADE. 2. ALL TYPE 2 CATCH BASINS SHALL BE FRAME & GRATE UNLESS NOTED OTHERWISE. RIM ELEVATIONS SHALL MATCH EX GRADE. 3. PROTECT SPU CATHODIC PROTECTION ANODE CABLE ADJACENT TO 51 "W. 4. PROVIDE TEMPORARY 2 "W SERVICE CONNECTION DURING CONSTRUCTION BETWEEN CB -7 AND CB -8. SEE DETAIL 1, SHEET C6 AND SPECIAL PROVISIONS. 5. NOTIFY SPU PRIOR TO EXCAVATION AND PRIOR TO BACKFILLING WITHIN CITY OF SEATTLE WATER TRANSMISSION MAIN RIGHT -OF -WAY IN ACCORDANCE WITH PERMIT REQUIREMENTS. COMPLY WITH ALL CITY OF SEATTLE RIGHT -OF -WAY PERMIT REQUIREMENTS. PROTECT EXISITNG UTILITIES AS REQUIRED. D- 352906 LAKE AVE S / RAINIER AVE S STORM SYSTEM PLAN AND PROFILE STA 13 +50 TO STA 17 +20 JUNE 2011 HEILBLYA(: PILE C2 " s '1 w z U W 0 O o! a rn N LO Cy:) N 1 Ju 2 Lu r�r^ vJ 0 F- U) LL Q LL Z Q rr U) w Q w Y Q J 1019 39TH AVENUE SE. SURE 100 PUYPILUP, WASHINGTON 063]4 7.253.601.6609 F. 233.60f.6]09 vmw.Perema9vcwm 1 0 it PLAN SCALE IN FEET 0 30 60 TEMPORARY EROSION CONTROL CONSTRUCTION NOTES: AINSTALL TESC TRIANGULAR SILT DIKES AND OTHER APPROVED MEASURES ALONG PERIMETER OF SAW CUT LIMITS PRIOR TO BEGINNING OF EXCAVATION OF JACKING PITS, RECEIVING PITS, AND OPEN CUT EXCAVATIONS. ADO NOT DAMAGE EXISTING VEGETATION WITHIN CURBED AREAS. DAMAGED VEGETATION SHALL BE REMOVED AND REPLACED WITH SIMILAR VEGETATION AT NO ADDITIONAL COST TO THE CITY. ADISCHARGE LOCATIONS FOR DEWATERING WELL POINTS INTO THE EXISTING SANITARY SEWER SYSTEM. SEE PROJECT SPECIFICATIONS FOR REQUIREMENTS RELATED TO WELL POINT DISCHARGES. TEMPORARY EROSION CONTROL CONSTRUCTION NOTES (CONTINU AUSE OF CONSTRUCTION STAGING AREAS INCLUDES: WELL POINTS AND DISCHARGE PIPING TO THE SANITARY SEWER, TEMPORARY WAITING LOCATIONS FOR TRUCKS WITH EXCAVATED MATERIAL FOR TESTING PRIOR TO LEAVING SITE, TEMPORARY STOCKPILE OF NON— CONTAMINATED SOILS, STORAGE OF PROJECT — RELATED MATERIALS, STORAGE AND / OR TREATMENT TANKS FOR DEWATERING WATER FOR TESTING AND ANY REQUIRED TREATMENT PRIOR TO DISPOSAL. THE CITY AND PROJECT DESIGN TEAM SHALL ALSO HAVE ACCESS TO THE CONSTRUCTION STAGING AREAS. APROVIDE STREET SWEEPING AT CONSTRUCTION ACCESS LOCATIONS AND ALONG CONSTRUCTION ROUTES AT THE END OF EACH WORKING DAY THAT COULD RESULT IN THE TRANSPORT OF SEDIMENT FROM CONSTRUCTION VEHICLES ONTO PRIVATE PARKING LOTS, PRIVATE OR PUBLIC EASEMENTS, OR CITY RIGHT —OF —WAY. PROVIDE STREET SWEEPING IN AREAS OF TEMPORARY STOCKPILES AFTER TEMPORARY STOCKPILES HAVE BEEN REMOVED. D- 352901 RFC1IkIm NDFD FnR APPROVAl 1" =30, HG�oww�'99pm' 6� >� CITY OF LAKE AVE S / RAINIER AVE S fi w 9: BYI________________ Datel -____ J. COOP .0 STORM SYSTEM DY,--- --- -- -- - --- Dnt el....._ ---- 6ruwx: R E N I O I V K. TAYLOR �j— �EWq1 �I _______ TAT RI DATUM Planning /Building /Public Woks Dept. TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN NOT ONE INCH DYI —_.... _�... DOt EI g1EIXE0: BY,________________ Date 1., 13.— NNGGLLT N0. REVISION BY DATE APPR �� c�; D -352 PH JUNE 2011 C3 7 X11 w z z U W 0 0 a 01 N LO c+) N CL rE T 2 W c/) 2 cr 0 F_ U) W Q cc W_ Z_ Q rr W Q W Y Q J Old LL IIN FLL1 0 40 80 (�'9 —// 1019 39TH AVENUE SE, SUITE 100 PUYALLUP, WASHINGTON 983]4 7.153.804.8800 F. 353.BW.8 >99 •wv.PU611phCCan I0�Jn -1111ml TEMPORARY FENCING AS DEWATERING SYSTEM IS INSTALLED. TEMPORARY FENCING DURING —% CONSTRUCTION PHASE. 3 GENERAL CONSTRUCTION ACCESS LOCATIONS. GENERAL NON- CONSTRUCTION ACCESS LOCATIONS TO BE RESTORED AFTER CASING INSTALLATION. PAVEMENT REMOVAL AND RESTORATION LIMITS. r TYPE 3 BARRICADE WITH R11 -2 ® 'ROAD CLOSED' (42 "x30 ") SIGN. El AL R11 'WALKER SUBARU ENTRANCE OPEN' (MINIMUM 30 "x30 ") SIGN. s PROJECT SIGN PER CITY OF RENTON STANDARD DETAILS. CONSTRUCTION PHASE. SEE SHEET G4 O FOR OVERALL DESCRIPTION OF GENERAL CONSTRUCTION SEQUENCING. RECOF,I4FND D PDR A PROVAL ws9xm: 1 —40 � xew 19� `3 >- CITY OF r NORIZOMAC WD 1081 1991 1 Byl ---------------- Datel C. CLARK /J. COOP •• --- - - - - -- -- - - - - -- 9RAxN: — 8yl________________ Datel_____ - ___ RENT 0 N K. TAYLOR I —OHS wcx I DATUM Byl - - - -_ Dote: _____ p1ECK Ar N:I � Planning /Building /Public Works Dept. By, _ _ ___ ___ Datei _ IF NOT ONE WCII NO. REVISION BY DATE APPR wFawrn: su" A=O GLY D- 352908 LAKE AVE S / RAINIER AVE S STORM SYSTEM TEMPORARY PHASING, FENCING, AND TRAFFIC CONTROL PLAN IDI -1515 JUNE 2011 C4 W Z U W 0 O CL CL g rn N M N CL Lm, 2 w Hr^ vJ vJ 0 F_ U) w Q w Z Q w a w Y Q J WALKER PROPERTY TEMPORARY FENCING PLAN SCALE IN FEET 0 40 80 PHASE INSTALL DEWATERING SYSTEM FOR RECEIVING PIT AND CASING. 1A: DEWATERING INSTALLED TO ALLOW FOR TRAFFIC CROSSING OVER DEWATERING SYSTEM. 3. REMOVE TEMPORARY SYSTEM & RECEIVING AND SIGNS FROM VEHICULAR ACCESS DRIVE -OPEN RECEIVING PIT 1 PIT SYSTEM. 1. INSTALL TEMPORARY CONSTRUCTION FENCING, BARRICADES AND SIGNS, LEAVING ROOM AROUND WORK AREA FOR CUSTOMER ACCESS. 2. INSTALL DEWATERING SYSTEM FOR RECEIVING PIT AND CASING. DEWATERING SYSTEM TO BE INSTALLED TO ALLOW FOR TRAFFIC CROSSING OVER DEWATERING SYSTEM. 3. REMOVE TEMPORARY FENCING, BARRICADES AND SIGNS FROM VEHICULAR ACCESS DRIVE -OPEN RECEIVING PIT 1 ACROSS DEWATERING SYSTEM. 4. EXCAVATE RECEIVING PIT 1, BORE CASING FROM JACKING PIT 1 TO RECEIVING PIT 1, REMOVE CASING DEWATERING SYSTEM WHEN NO LONGER NEEDED. 5. ON WEEKENDS, MOVE CONTRACTOR VEHICLES AND MATERIALS TO STORAGE /PARKING AREA ON EAST SIDE OF WALKER PROPERTY. RELOCATE FENCING TO ALLOW FOR CAR DISPLAY ALONG FRONTAGE. RE- ESTABLISH WORK AREA FENCING AT START OF WORK WEEK. 6. FILL OR PLATE OVER RECEIVING PIT 1 AND MINIMIZE FENCING AS REQUIRED FOR ACCESS. WALKER PROPERTY TEMPORARY FENCING PLAN SCALE IN FEET 0 40 80 PHASE 1 B: START OF OPEN CUT 1. ADJUST WORK AREA FENCING TO NEW LOCATION. RE -OPEN RECEIVING PIT 1 AS REQUIRED. 2. START OPEN CUT AT WEST END OF PROJECT, EXCAVATE AND INSTALL NEW STORM SYSTEM WITHIN LIMITS INDICATED. 3. AS NEW SYSTEM IS INSTALLED, BACKFILL EXCAVATION TO SURFACE AND MOVE FENCING TO EAST TO ALLOW FOR CAR DISPLAY ALONG WEST FRONTAGE. 4. ON WEEKENDS, MOVE CONTRACTOR VEHICLES AND MATERIALS TO STORAGE /PARKING AREA ON EAST SIDE OF WALKER PROPERTY. RELOCATE FENCING TO ALLOW FOR CAR DISPLAY ALONG FRONTAGE, AS POSSIBLE. RE- ESTABLISH WORK AREA FENCING AT START OF WORK WEEK. 5. INSTALL TEMPORARY PYPASS PUMPING SYSTEM IN VICINITY OF CB -2 UNTIL TEMPORARY CONNECTION IS MADE IN ACCORDANCE WITH SHEET Cl, CONSTRUCTION NOTE 3. FOR ALL PHASES: 1. MAINTAIN CUSTOMER ACCESS FROM /TO SOUTH 3RD STREET AT ALL TIMES. 2. PROVIDE TRAFFIC CONTROL FLAGGERS AS REQUIRED FOR CONSTRUCTION AND CUSTOMER VEHICLE INGRESS AND EGRESS TO SOUTH 3RD STREET. 3. PROVIDE TEMPORARY BYPASS AND /OR PUMPING OF EXISTING STORM SYSTEM AROUND WORK AREA. BYPASS MUST BE CAPABLE OF HANDLING ALL STORM FLOWS WITHOUT CAUSING FLOODING. 4. SEE SHEET G4 FOR OVERALL DESCRIPTION OF GENERAL CONSTRUCTION SEQUENCING. WALKER PROPERTY TEMPORARY FENCING PLAN SCALE IN FEET 0 40 80 PHASE 1 C: END OF OPEN CUT 1. ADJUST WORK AREA FENCING TO NEW LOCATION. 2. START OPEN CUT AT EAST END OF PROJECT, EXCAVATE AND INSTALL NEW STORM SYSTEM WITHIN LIMITS INDICATED. 3. PREPARE AREA FOR ASPHALT RESTORATION. MATCH EXISTING SLOPES AND GRADE TO DRAIN TO CATCH BASINS. PLACE ASPHALT RESTORATION. 4. DEMOBILIZE ALL EQUIPMENT AND FENCING FROM WALKER PROPERTY. 5. CONTRACTOR MAY RETURN LATER TO PLUG AND ABANDON EXISTING 24" STORM PIPE. FENCING SHALL BE SIMILAR TO THIS PHASE. WORK SHALL BE ACCOMPLISHED QUICKLY AND ALL EQUIPMENT AND FENCING SHALL BE REMOVED WHEN WORK IS COMPLETED. 6. ON WEEKENDS, MOVE CONTRACTOR VEHICLES AND MATERIALS TO STORAGE /PARKING AREA ON EAST SIDE OF WALKER PROPERTY. RELOCATE FENCING TO ALLOW FOR CAR DISPLAY ALONG FRONTAGE. RE- ESTABLISH WORK AREA FENCING AT START OF WORK WEEK. I FnGNIn TEMPORARY FENCING AS DEWATERING SYSTEM IS INSTALLED TEMPORARY FENCING DURING CONSTRUCTION PHASE ® TYPE 3 BARRICADE WITH R11 -2 'ROAD CLOSED' (42•x30 ") SIGN I D=352909 vmna: euw ,see RECOMMENDED FOR APPROVAL e6�m, 1 ••_40• LAKE AVE S /RAINIER AVE S JUNE 2011 ByI---------- - - - - -- Date( -------- J. COOP CITY 0 F Byj_______ - Dnte-- - - -_ -- "u REN TON STORM SYSTEM vu� 9IUwN: K. TAYLOR oeanxc �, _- - -- - -- DATUM r vP WMHNGTON 9U74 Bv�________________ ➢ate.________ �_ .. NLL� Planning /Building /Public Works Dept. WALKER PROPERTY TEMPORARY PHASING, 1. F. 253.6N.6]99 IF NOT diE I.. o,„e.9,,,m,m,.mm BY?__ ____ ____ _ _____ ➢at ---------- NO. REVISION BY DATE APPR �� = ^�OPDWeL� FENCING, AND TRAFFIC CONTROL PLAN SNFGT: 9 11 N M N 11 w c � G Z W U r w Cn 0 } Of Of (n CC O U) W W CC Q W Z CC W Q W Y J B EXIST PAVEMENT LIMITS OF SAWCUTTING — — 1' MIN _ 3" HMA CLASS %2" '1 PG 64 -22, WSDOT STD SPEC 5 -04. EDGE OF EXCAVATION 8" BASE COURSE, WSDOT STD SPEC 9- 03.9(3), CSBC, COMPACTED TO 95% MAXIMUM DRY DENSITY PER ASTM D -1557 NOTES: 1. INSTALL ASPHALT PAVEMENT IN TWO LIFTS, 1Y2" MIN THICKNESS EACH LIFT. APPLY TACK COAT BETWEEN LIFTS. 2. MATCH EXISTING ASPHALT THICKNESS IF GREATER THAN MINIMUM. PAVEMENT RESTORATION DETAIL n NO SCALE TYR TOP SECTION VIEW u DEAD END ANCHOR SCHEDULE Y OF LINE 512E 'A' "D' 'C 'D' 3/4' RODS 6' 2' -0' Y -0' ANTI -FLOAT BLOCKING. ' 2 6' 2'-0" ' 1-6' i' -6' f' 6' 2 10' 2' 6' SNAP TITE TO ENABLE CARRIER PIPE 12' 2' 6' 2' -0' 1' 6' 1' -6' 4 16' 3' 0" 2' 6' 2' -0' T' -6' 4 NOTES: I. CONCRETE SHALL 3000 P,S,I. 3. REINFORCED BARS SMALL BE DEFORMED BARS AND TIED TOMTRVL 1 RACE THRUST COLLAR OR WE ML JOINT OF PIPE 4. FCRUN AT FACE CF ANCHOR WALLS MUST BE REMOVED. BACKFILL AT CWPACTED TO 95% MAX DRY DENSITY BASED ASTM 01557 PRIOR TO REINSTATING SERVICE OF THE WATER MAW, INSTALL TOP WOOD SKIDS AS REQUIRED BASED ON CASING AND PIPE PROFILE TO PREVENT FLOTATION NOTES: 1. CONTRACTOR SHALL INSTALL CASCADE CASING END SEAL AT EACH END OF CASING. PIPE ENCASEMENT DETAIL n NO SCALE TYR SIDE SECTION VIEW \ >/ NOT TO SCALE IS ------ _ 3' MIN, (10' PI k LANCER 1' NIN. (11' PIPPE )) E k LAflME 3/4' COVER CONTNUOUS THREAD RODS INSTALLED J TO MATCH SOL AROUND PIPE TOE TABL BOLT HOLES O (SEE iAeLE BELOW) P 0 THRUST COLLAR & BLOCKING WITH MEGALUG RETAINER GLAND NOT TO SCALE 101939TH AVENUE SE, SUITE 100 PWALLUP, WPSHINGTON 989A 7.353.801.8300 F. 359.304.8)99 Wmv.pelemehxcom THRUST COLLAR & BLOCKING DETAIL n NO SCALE RECOMMENDED FOR APPROVAL BYI-------- -- - - - - -- Datel -------- BYI ---------------- Datel -------- BYI---------------- hatel -------- BY'---------------- Date-- - -- - -- 14 REBAR AT 8' OR CENTER MTH I80• STANDARD HDDNS O BOTH ENDS MEGALUG SERIES IIW MECHANICAL JOINT RESMAINER GLAND FOR D.I,P. /ATION VIEW i,'RUcP COLLAR & i3LOCRING WITH :VitiAL!JG RENNE: C!,4N0 q1 i Sli]nVN 51AfttiAVO P!l*J5 L'. +z G- $1,AtF, TCM -1 ^PAGE: Rf!$X)i NO. REVISION suR.kim: R. HERMES D.: K. TAYLOR BY I DATE I APPR I A"'RAEO: H Q� m + 7)a p X w Q EXIST 8" WATER MAIN L 5' MIN 22)//2 BENDS (MJ) WITH MEGALUG SERIES 1100 MECHANICAL JOINT WEDGE ACTION RETAINER GLAND (TYP) AS SHOWN ONE WCX Ai Na SCVf IF NOT QYE WQI EGLLE ACLORO. vEI 1938 NOPQOMIRLAL NAD W ' B&l/1991 DATU M w Z 0 N J Li 1' U a m U) EXCAVATION /BACKFILL MAXIMUM PAY LIMITS PIPE OD + 6' I MIN 42" STEEL WOOD SKIDS, STAINLESS CASING, 58" WALL STEEL BANDING AND THICKNESS MINIMUM ANTI -FLOAT BLOCKING. CONTRACTOR SHALL VARY WOOD SKID THICKNESS 34" DIA SNAP TITE TO ENABLE CARRIER PIPE TO BE INSTALLED TO _ PE PIPE OR EQUAL LINE AND GRADE � NOTES: 1. CONTRACTOR SHALL INSTALL CASCADE CASING END SEAL AT EACH END OF CASING. PIPE ENCASEMENT DETAIL n NO SCALE TYR SIDE SECTION VIEW \ >/ NOT TO SCALE IS ------ _ 3' MIN, (10' PI k LANCER 1' NIN. (11' PIPPE )) E k LAflME 3/4' COVER CONTNUOUS THREAD RODS INSTALLED J TO MATCH SOL AROUND PIPE TOE TABL BOLT HOLES O (SEE iAeLE BELOW) P 0 THRUST COLLAR & BLOCKING WITH MEGALUG RETAINER GLAND NOT TO SCALE 101939TH AVENUE SE, SUITE 100 PWALLUP, WPSHINGTON 989A 7.353.801.8300 F. 359.304.8)99 Wmv.pelemehxcom THRUST COLLAR & BLOCKING DETAIL n NO SCALE RECOMMENDED FOR APPROVAL BYI-------- -- - - - - -- Datel -------- BYI ---------------- Datel -------- BYI---------------- hatel -------- BY'---------------- Date-- - -- - -- 14 REBAR AT 8' OR CENTER MTH I80• STANDARD HDDNS O BOTH ENDS MEGALUG SERIES IIW MECHANICAL JOINT RESMAINER GLAND FOR D.I,P. /ATION VIEW i,'RUcP COLLAR & i3LOCRING WITH :VitiAL!JG RENNE: C!,4N0 q1 i Sli]nVN 51AfttiAVO P!l*J5 L'. +z G- $1,AtF, TCM -1 ^PAGE: Rf!$X)i NO. REVISION suR.kim: R. HERMES D.: K. TAYLOR BY I DATE I APPR I A"'RAEO: H Q� m + 7)a p X w Q EXIST 8" WATER MAIN L 5' MIN 22)//2 BENDS (MJ) WITH MEGALUG SERIES 1100 MECHANICAL JOINT WEDGE ACTION RETAINER GLAND (TYP) AS SHOWN ONE WCX Ai Na SCVf IF NOT QYE WQI EGLLE ACLORO. vEI 1938 NOPQOMIRLAL NAD W ' B&l/1991 DATU M w Z 0 N J Li 1' U a m U) EXCAVATION /BACKFILL MAXIMUM PAY LIMITS PIPE OD + 6' BANK RUN GRAVEL FOR TRENCH BACKFILL, WSDOT SECT 9 -03.19 TEMPORARY SHEETED /SHORED TRENCH BEDDING MATERIAL SEE SPECIFICATIONS 6" MIN 'IPE OD 6" MIN BEDDING, WSDOT SECT 9- 03.12(3) FOUNDATION MATERIAL AS REQUIRED SEE SPECIFICATIONS FILTER FABRIC (MIRAFI 60OX OR EQUAL) TYPICAL TRENCH DETAIL n NO SCALE TYR -12 =T 8 "W EN z — :5 0 NEW STORM LINE CONCRETE THRUST COLLAR BLOCKING WITH WEDGE ACTION RETAINER GLAND SEE DETAIL 4, THIS SHEET 5' MIN 2 EACH (MIN) 3/4" ALL THREAD CORTEN SHACKLE RODS. SEE CITY STD PLAN 330.5 WATER MAIN VERTICAL ADJUSTMENT DETAIL n NO SCALE C2 CITY OF RENTON Planning /Building /Public Works Dept. D- 352910 LAKE AVE S / RAINIER AVE S STORM SYSTEM DETAILS AND SECTIONS D -55 JUNE 2011 P C6 .MT. '. 11 51C I MAXIMUM PAY LIMITS PIPE OD + 6' BANK RUN GRAVEL FOR TRENCH BACKFILL, WSDOT SECT 9 -03.19 TEMPORARY SHEETED /SHORED TRENCH BEDDING MATERIAL SEE SPECIFICATIONS 6" MIN 'IPE OD 6" MIN BEDDING, WSDOT SECT 9- 03.12(3) FOUNDATION MATERIAL AS REQUIRED SEE SPECIFICATIONS FILTER FABRIC (MIRAFI 60OX OR EQUAL) TYPICAL TRENCH DETAIL n NO SCALE TYR -12 =T 8 "W EN z — :5 0 NEW STORM LINE CONCRETE THRUST COLLAR BLOCKING WITH WEDGE ACTION RETAINER GLAND SEE DETAIL 4, THIS SHEET 5' MIN 2 EACH (MIN) 3/4" ALL THREAD CORTEN SHACKLE RODS. SEE CITY STD PLAN 330.5 WATER MAIN VERTICAL ADJUSTMENT DETAIL n NO SCALE C2 CITY OF RENTON Planning /Building /Public Works Dept. D- 352910 LAKE AVE S / RAINIER AVE S STORM SYSTEM DETAILS AND SECTIONS D -55 JUNE 2011 P C6 .MT. '. 11 51C N LO M r- N CL .G w C � G z W Q (n 0 } a i/) 0 W W_ Z Q LLI Q LLI J i G —S -S a 4 -DD / I00 h 9� 1 / (7 3 1 d I i 1 3 1co � II V �C' � ♦� /k 51 V 0 Parametrix 101939TH AVENUE SE, SURE 100 PWALLUP, WASHINGTON 90374 T. 253.604.WW F. 253603.6]99 www.PVemetricoxn ' CONNECT 2 "W GALV PIPE TO DOMESTIC ME1 (BY CITY) 1 / I / I �Y �1 a \W END OF SURVEY DATA 2 "W GALV PIPE BURIE 2't, / HOT MID X PATCH I I APPROX CURB LOCATON, CONTRACTOR TO VERf�Y III. RIED 2 "W GALV PIPE \—AVOID CONFLICT BETWEEN 1 I \)( TEMPORARY 2 "W GALV PIPE AND EXIST UTILITY .,, nn. I / I REcnmmENDFD FDR APPRl1VAL BYI---------- ------ Datel -------- BY, ---------------- Date,________ BY'- .- -------------- Date: -------- By, ---------------- Date,--'----' 2 "W GALV PIPE ALONG CURB. PROTECT WITH COLD MIX BERM, SEE DETAIL, THIS SHEET �1 TEMPORARY WATER SERVICE CONNECTION DETAIL n 1" =10' C2 N0, I REVISION L 2 "TAP AND VALVE (BY CITY) 2 "W GALV PIPE ABOVE CONC CURB 2 "W GALV PIPE BURIED 2't, HOT MIX PATCH - FSII:Taia�A mmmIIIIIIIEa�;i srraE AS SHOWN onl � Ai NLL SCVE IF NOL ONE WM SVIE ACCORdtKLY EX 10 "W VERIIV ww IsOfi XOfi$ONf.LL: WO 198]/1991 DATUM TEMPORARY WATER CONNECTION NOTES: 1. PROVIDE AND INSTALL 2" GALV PIPE, FITTINGS, JOINTING MATERIALS, RESTRAINT, ASPHALT, EXCAVATION, EXCAVATION SAFETY SYSTEMS, PIPE CLEANING AND BACKFILL TO CONSTRUCT THE TEMPORARY 2" GALV PIPE. 2. PROVIDE BACKFILL AND ASPHALT AFTER CONNECTIONS ARE MADE BY CITY. 3. AFTER WATERLINE HAS BEEN RELOCATED, REMOVE THE TEMPORARY 2" GALV PIPE. REMOVE ALL PIPE, FITTINGS, JOINTING MATERIALS, RESTRAINTS, AND ASPHALT BERM. EXCAVATE AT CONNECTION POINTS AND INSTALL EXCAVATION SAFETY SYSTEMS TO ALLOW FOR SYSTEM DISCONNECTION BY CITY. 4. CLEAN ALL CURBS WHERE ASPHALT BERM WAS PLACED. BACKFILL EXCAVATIONS AND CONSTRUCT ASPHALT PAVEMENT AS REQUIRED. 5. CITY WILL PROVIDE AND INSTALL ALL TAPPING EQUIPMENT, MAKE ALL CONNECTIONS, OPERATE ALL VALVES REQUIRED TO DEPRESSURIZE AND PRESSURIZE THE SYSTEM, REMOVE THE TEMPORARY CONNECTIONS, AND PLUG CONNECTION POINTS. 6. NOTIFY CITY AS REQUIRED FOR WORK OUTSIDE OF FENCING LIMITS FOR PROPERTY OWNER NOTIFICATION IN ACCORDANCE WITH TEMPORARY CONSTRUCTION EASEMENT. EXIST CURB AND SIDEWALK CITY OF RENTON Planning /Building /Public Works Dept. OLD MIX BERM EMPORARY 2 "W GALV PIPE COLD MIX BERM DETAIL n NO SCALE D=352911 LAKE AVE S / RAINIER AVE S STORM SYSTEM TEMPORARY WATER CONNECTION c.P'- .c- 1-1','))I JUNE 2011 WE6T: C7 1 1 X11 LO op LO v 0qd ? \ a N LL // V /FR • h: �\ �Vy /.1 A ��OAQQ,. LqN 7jOpLp V // AVSpTT'Fo$ ?•i,�J"d0 ® /F'7. ',� V A�A� / J / O'H ° ?O ?o �N � w sS• HffV \ x:Oly a23p rq 1Q0"j/ 'i'P e. 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P EXISTING UTILITIES s xor oxc wa NO. REVISION BY DATE APPR B EKCO9gN0.Y .rrnum: * a: extra 11 Ij N LO Ch r N CL I.G W C � 2 z LU U W Cn 0 } 0 a Cn Ir 0 Cn tel: W W ii CA W W Y J 3 i W AS-BUILT NOTES Q p \ 30 0 �� O AUGER STUCK ON BURIED METAL DEBRIS AT LOCATIONS SHOWN. STEEL BARS, METAL SHEETS, �v PLAN : PLU� &I ABANDON ,iX '" f 1 /\ \ s WIRE, CAR WHEEL RIMS, TIRES. SOME BOTTLES, SCALE IN FEET /� Z „ AB CB -2 STA 10 +50.7, 1.9 LT 1 ; _ SW 24" D, SLOE �j CROCKERY. AB CB , 1 STA 10 +17.4, 0.8 LT REMOVE EX CB \° CONSTRUC OJQ�Ni0TE-3 i N 1781 0.84, E 1298309.16 - S 3 WET WOOD DEBRIS, 10" DIA POST, SOFT SOIL, 0 20 4o Q 1 N n814s.o3 WALKER / �I F 0 NEW 72 "` TYPE 2 E 1298339.39 o \ S SOME METAL, SOME BOTTLES. W/36" FRAME & GRATE SUBARU i!_';/ NEW 84" TYPE 2� { / � 9 FRAME & GRATE AB CB -1A STA 10 +11.6 8.3'LT �� / �� Ir j Q �� BRICKS, SOME METAL PIPES (2" TO 3 "). N 178135.15 SEE CONSTRUCTION NOTE 3 / �� "'' ti / I/ �" c� X F \ < TWO 10 "DIA WOOD POSTS REMOVED, CROCKERY E 1298301.30 \ Q /)' 24 "SD 0 NEW TYPE 1 CB r \ /' /ABANDONED \ sQ BOTTLES, BRICKS, SOME METAL DEBRIS. EX 24 SO PLUGGED, FILLED WITH CDF. 6 S-9 AB _A ED __ND0N 24 c 940�O,Q, FLOW - -I - - - -- -_ �'� -[ O OWEST LINE TO OFFICE. 6 I _Ir-j J FLOW _ STA 10 +07 X -5 /~ �' ° _i " s P�� N 178125.72 \ _ E 1298300.67 FLOW �i� { 2 2 CONNECT TO EX BOX• O ;`'" <g / / � {{ STA 12 +88, 22'LT CULVERT STRUCTURE k 0 c }/ N '178246.43 8 "D CONNECTS TO OTHER o _ { ( E; 1298532.30 AB CB -4 STA 13 +29.8, 0.6' RT 0 LATERAL, LOCATION UNK. J AB CB -3 STA 10 +74`F7, 0.8) RT (4 ? EX TYPE 2 CB N 178248.46 N 178128.13 AB CB 3.5 STA 11 8/ 4,/ 0✓ VRT SEX 24 IE 19 OJ% E 1298583.44 e, E 1298357.72 !} / INSTALL NEW 60" TYPE 2 CB 8 "D NOT FOUND V J m� N 178179.14 NEW 72" TYPE 2 E 1298453.30 �(,1� AB CB -3A STA 10 +40.2 30�:RT \ FRAME & GRATE F �;/ " ^� N 178112.13 S�`�� c -- NEW 60" TYPE 2 1� mow/ E 1298343.58 3/� �� FRAME & GRATE �� A �� r _oJti� APPROX LOCATION OF JACKING PIT 1. NEW TYPE 1 CB `�% � f�\ � N ° � '� ��-�� n� � '% �� } ��..�° �� , �'U �� LAKE AVE S ST EET VACATION/ - 141 ! ' (EX 60, WIDE �ITYI UTILITY EASEMENT) °° Q, 6�\ �/ I / % y CONSTRUCTION NOTES: 1. ALL TYPE I CATCH BASINS SHALL BE FRAME GRATE UNLESS NOTED OTHERWISE. SEE a ° CITY STD PLAN 200.00. RIM ELEVATIONS SHALL MATCH EX GRADE. 1 2. ALL TYPE 2 CATCH BASINS SHALL BE FRAME AB CB -2 STA 10 +51 & GRATE UNLESS NOTED OTHERWISE. RIM NEW 84" TYPE 2 CB ELEVATIONS SHALL MATCH EX GRADE. 60' ........................ . ............................... . 60 '............................. RIM 'EL '30.08 ......................................................... ............................... . . . . . . ... . . . . . . ... . . . . . . ... . . .I 60' AB CB 1A AB CB -1: STA 10 +18 = :AB CB -4:STA 13 +29.8 3. REMOVE APPROX 5' OF EXIST 24 "D NE OF :STA 10 +11.6 AB CB -3A 36 6" NW IE- X26.72 NEW 72" TYPE 2 CB 36" .. E .IE= .17.63 ..:................... NEW 60° TYPE 2 CB EXIST CB STA 10 +51 AS NECESSARY TO NEW TYPE :-1 CB STA 10 +40.2 82 4 .................. INSTALL NEW CB -2. CONTRACTOR TO RIM EL 30.53 36" W IE =17.88 AB CB -3.5 STA 11+ RIM EL 30.31 RIM EL 30.63 NEW TYPE 1 CB 12" W -25 83 NEW 60' TYPE 34" N E =18 31 PROVIDE BYPASS STORMWATER PUMPING AND 50' :12" .SE .IE�26.68........... _ RlM .EL. 3.1.08 ................... : 50'- 36 NE hE -18.18 .. -RIM EL 32:11 ? .. ' ' ' ' ' "' ' ' ' ' ' ' "' ' ' ' ' ' ' .. 34" W E* 18.31 - 50' PIPING TO BOX CULVERT AT STA 10 +07 .TCAAD 7n" (PIE) r�o �z PLUGGED 12' NE IE =26.53 : 42" W IE =18.18 _ 34" E IE =18.21 DURING CONSTRUCTION OF CB -1 THROUGH ....., ................ .............................. : ......................... .........:.......' 2 = ............... ............................... ....... - AB CB 3: STA 10 +74 7 CB 3 AND ASSOCIATED PIPING REMOVE NEW 721' TYPE - CB 36 "..W .IE . 18 0.1..... . RIM EL 30.86 PUMPING EQUIPMENT AND BYPASS PIPING CB -1 CB -3 EX.........:. 40' : .. .................... .... : 40.............. ............................... EX. 72' SW IE =25.86 .SE IE= 21.7.1 ........................ ............................... ........ 40' BETWEEN PROVIDE ST TEMPORARY RAND CBN 2EATFTER .............................. ........ ............ _ ......... ................................. ............................... ....... 36" NE IE 18 01 SYSTEM HAS BEEN CONSTRUCTED AND 36 "'NW' IE='18'.01 ' "' ACCEPTED BETWEEN EXIST BOX CULVERT _ THROUGH CB -3. CONTRACTOR SHALL PLUG 30' 30' - -. ^ ..T ... .. .. P..........�.......... ..T..... .. -.. 30, DRAIN SYSTEM E ST COMPLETE. WHEN NEW STORM AND ABANDON EXIST 24 "D WH o P: 6 ,5 �. 2 U .... .. .......... .......... ........ ............................... 1 2' S . P C ....... p. ...: 108' .............. ............................... FLOW' FLOW �- 42" STL: CASING AND 34" HDPE PIPE Ca? S =0.00 FT/FT I -- - - - - - - - -. - - 20' . . .. . 20 20. � . . .... ... . . - ...................... ................. ............ 0.:...... WET. WOOD. DEBR................. .O............. .9..... OSTA 13 +01 O5 11'- 12 CPEP PIPE 23'- 12' CPEP PIPE 33'- 36" CPEP PIPE STA X11 +93 = � S- 9.-938 0.036 FT /FT... S D-938 0.017.�/� .:5 =�98F .- 0:009.FT�F?.... 42 ".SDPEAPIN .'IE= 172803 .:AB...DET?�.......:....34" HDPE - 10' ... -.... 10'.... .. 34 18 :...... :... 10' CASING PIPE IE -18 28 CPEP PIPE F+ E= BRI S 9 9@T 0.000 FT FT 29' 34" HDPE PIPE 5 =0.001 FT /FT 11'= 42" CPEP PIPE / ................................................................ ............................... .. S 9.06? -0.006 FT FT _ 24 : 36" CPEP PIPE - _ S=.a 5. .0..016. FT FT 0' 34" HDPE PIPE @ S -0.001 FT /FT 0' . ........................ . . ............................... 0.:........:........ ........................... ............................... ....... ............................... ..... 0, CB-18 TO CB -1 CB -3A TO CB -3 10 +00 11 +00 12 +00 13 +00 13 +50 STA 10 +07 42" CPEP PIPE STA 13 +39 D=352913 csiMi IE =��" 18.25 42" STL CASING IE= X17.98 F oe WASh c 34" HDPE PIPE IE= -18.31 z HOR : 1 " =20' VERT: 1"=10' AS -BUILT SURVEY BY: W.E. Coates Surveying AS-BUILT Wade E Coates, PLS #42684, L ORIGINAL PLANS STAMPED B,: RKI V HERMES ON:6/9/11 Redline Plans Stamped on 511612012 IO PE /12636 1 ADDED AS -BUILT INFO, REMOVED OLD DESIGN INFO, DWC 9-10-12 DWCcYE°'E' wmru: ruw 19m LAKE AVE S /RAINIER AVE S a,E i -0ENDED -MR APPROVAL xaR¢oxce: wu fe63 /1891 ,� C JUNE 2011 Parametrix RECQht ADDED CB -3.5, CLEANED UP DRAWING, REMOVED CONSiR INF NOTES ofs�m. 1 " =20' �� y} CITY 01 Dyl__Daniel Carey____ Datel_ 6/10(11 R. HERMES RENTON STORM SYSTEM TE 9MWN: DYI________________ DOLe'________ K. TAYLOR II- pi6 WCII II DATUiiq �� 101939UP. WASHINGTON'M74 Ai NI LLSW£ - Planning /Building�Public Works Dept. PLAN AND PROFILE C1 10193OP.WASUE SE.SN 983]4 3y- ________________ Date+________ a TTW253.66�N.66W .53.6M 6799 Byl _ Stl1E AxpppgCLY _____ Date1________ N0. REVISION BY DATE APPR STA 10 +00 TO STA 13 +50 -35 W N LC) M STA 17 +04 EX TYPE 2 CB U) PLAN SCALE IN FEET RIM EL 30.78 0 20 40 w c � G 4 WW U r w (n a U) rr O F- U) U) W W_ Z rr U) W w Y Q J ER r: .1 AB STA 14 +06,:44'LT EX TYPE 2 CB .................. RIM EL 30.50 18" E' IE= 18.64' 50' EX 24 N.S IE =98:64 40' 30' 1g o... o 1 2"S 20'..i.n.i 46'- 18" CREP L I : PIPE @.......... S =0.001 FT /FT 10' ......................... REMOVE EX CHANNEL AS PEQUIRED TO CORE DRILL EX CB 01 ........................ CB TO CB -5 STA 14 +06, 44'LT N 178340.81 KE AVE S STREET VACATIO E 1298568.24 0 (EX 60' WIDE CITY UTILI*)-,E U EX TYPE 2 CBB/ _��• EX 24JE =18.64 / - WFL �1 .... - FLOW � L 1 FLOW LL/ I Z / APPROX LOCATION J/ OF JACKING PIT 2 J. .� Q AB CB -5 STA 14 +17.3, 0.6'RT N 178330.93 E 1298613.38 NEW 72" TYPE 2 1 � StA � 1 '4- -2s t7 178440 N - 7 1 1 SPU GATHODIC' PROTECTION IVIENT) \ r E 12 8608.00 �1i 1 7 ANQDE CABLE E�Ci:T1fPE 21 -CB _D II U624 S IE =18.72 LO AB CB -8 STA 16 +71.9, 0.4'RT PLUG & ABANDON o to N 178578.99 a °1 EX� NE 24 "D E 1298654.85' REMOVE APPX 5' EX 24 "D NEW 60" TYPE, 2 PLUG & ABANDON __ _ STA 17 +04 _- -� u a N 178610.39 24 SO ABANDONED E 1298659.95 EX TYPE 2 CB 17 +00 FLOW FLOW 11 _RELOCATE, EX 8 "W, � SEE DETAIL 5, SHT C6 r lz I '3� AS -BUILT NOTES O6 EX 24" SO PLUGGED, FILLED WITH CDF. <8> OLD ABANDONED TACO TIME SIDE SEWER, CUT & CAPPED AT NEW 30" SD. 11 REPAIRED 12" S WITH -6 FT OF 12" PVC AND FERNCO COUPLINGS. 0 SPU CATHODIC CABLE ENCASED IN APPX 1.5' X 1.5' CDF DUCT BANK. 13 SPU BLOW -OFF DRAIN LINE, STEEL, APPX 2' FROM NEW CB. TEMP CUT OUT OF WAY, THEN RECONNECTED WITH FERNCO COUPLINGS. <14 > ABANDONED SO, PLUGGED. 0 EX 12" CONC SD, CONNECTED TO CB -8 WITH PVC SECTION AND FERNCO FITTINGS. <16 > END OF 8 "WM. OLD CONC BLOCK REMOVED, NEW CONC THRUST BLOCK INSTALLED. 1� SOME WOOD DEBRIS, ROOTS, SOME METAL, THODIC SOME BOTTLES. ° �� r PROTECTION ANODE CABLE 1 AB CB -6 STA 16 +06, 3.3 RT N 178515.24 AB CB -7 STA E 1298660.08 REMOVE EX T INSTALL NEW 60" TYPE 2 N 178549.39. E 1298649.92 INSTALL NEW 16 WET, WOOD DEBRIS, FENCE SLATS. 16 +41.9, 0.8'RT 3E 2 CB 0" TYPE '2 -SPU CATHODIC PROTECTION ,<1 2> ANODE CABLE PROFILE CONSTRUCTION NOTES: 1. ALL TYPE I CATCH BASINS SHALL BE FRAME & GRATE UNLESS NOTED OTHERWISE. SEE CITY STD PLAN 200.00. RIM ELEVATIONS SHALL MATCH EX GRADE. 2. ALL TYPE 2 CATCH BASINS SHALL BE FRAME & GRATE UNLESS NOTED OTHERWISE. RIM ELEVATIONS SHALL MATCH EX GRADE. 3. PROTECT SPU CATHODIC PROTECTION ANODE CABLE ADJACENT TO 51 "W. 4. PROVIDE TEMPORARY 2 "W SERVICE CONNECTION DURING CONSTRUCTION BETWEEN CB -7 AND CB -8. SEE DETAIL 1, SHEET C6 AND SPECIAL PROVISIONS. 5. NOTIFY SPU PRIOR TO EXCAVATION AND PRIOR TO BACKFILLING WITHIN CITY OF SEATTLE WATER TRANSMISSION MAIN RIGHT -OF -WAY IN ACCORDANCE WITH PERMIT REQUIREMENTS. COMPLY WITH ALL CITY OF SEATTLE RIGHT -OF -WAY PERMIT REQUIREMENTS. PROTECT EXISITNG UTILITIES AS REQUIRED. G F P 'AS, HOR : 1 " =20' D=352914 P�oF 'AS, VERT: 1 " =10' o " AS -BUILT SURVEY BY: O W.E. Coates Surveying AS -BUILT Wade E Coates, PIES #42684, AS -BUILT PLANS STAMPED 1 Redline Plans Stamped on 5116/2012 RICNI V HERMES ON:6 /9/11 Il PE 11 2636 Y 1 ADDED AS -BUILT INFO, REMOVED OLD DESIGN INFO, DWC 9-10-12 DWC walrw w.w ,am RECDMtAF,pf�Fp -DR APPROVAL �«^w � �_��+�� .� LAKE AVE S /RAINIER AVE S JUNE 2011 BIL �. ADDED CB -3.5, CLEANED UP DRAWING, REMOVED CONSTR INF NOTES 1 � =20' �� >- CITY 0 E By,__DGniel Carey____ Date-__ 210[11 R. HERMES STORM SYSTEM »w: P� By__________ ______ Date, ________ K. TAYLOR RENTON pM 01�� DATUPG F.,YALLUR 9iH AVENUEbE. SUITE 100 nr rvN. Planning /Building /Public works Dept. PLAN AND PROFILE C2 WASHINGTON98374 Bye________________ D0.te�________ "I6CK6G. T. 53.60x.6600 F. 253.600.6799 x0T xw.v.Pxame"v.mm By'--- ------- --`- -- Date:--'---` IF N0. REVISION BY DATE APPR rsa6wm: x"wME wW c """r v STA 13 +50 TO STA 17 +20 6 " 11 3'f� I D- 35200 STA 17 +04 EX TYPE 2 CB AB CB -7 STA 16 +41.9 RIM EL 30.78 60' ....................... ........................ ............................... ........................... NEW. 60 ". TYPE. 2. CB .................. EX .1.8 ". (W) JE =21 :38...... . 60• AB CB -5 STA 14 +17.3 RIM EL 31.43 EX 24" (N & S) IE =21.08 NEW 72" TYPE 2 CB EX 12 "W IE =23.58 RIM EL 30.43 AB CB -6 STA 16 +06 30" N 1E =18.68......... . AB CB -8 STA 16 +.71.9 EX 12" E IE =21.93 NEW 60" TYPE 2 30" S IE: -18.68 NEW 60"' TYPE 2 CB 50'1....:....18" W fE- 18. 23 ......................................................... RIM ............................... EL 31.12 .. ...... N0 SUMP 50' I 34" N IE =18.38 30" N IE =18.52 RIM EL 51.63 34" S IE =18.38 .... ........................34�''S' _� S IE 18 52 ....... ... ...... .. = .... X . { -19 73 : ... EX 24 "N IE 1918 40t .......................... ............................... ...... ...... ...... ...... ..... ...... .... 30" S lE 18..93 _ .... .....:40' I 74'- 42" STL CASING I... :AND. 34" .1-1DPE .PIPE. @......: ............................................. ............................... . 5 =0.001 FT %FT 3..�. 30'..�.. �........ 2' D -..... j „VV. --. -... 8' W ' .P ... - ... OGB P 30' p p N D o» W „D (:1 1:1 I . .......... ............................... .... .....8 ...... 150'- 42" STL CASING AND 34" HDPE PIPE S -0.001 FT FT D 0 ^W o U -- - - FLOW - - - - - - 0 - - - - - - - - - - - - - - - - FLOW - . 20' .......... ~ ........................................... ....�.......................... - - .. .............. - - 2-0'D 0 0 ..................... 0........ STA 1.6 +01 1 "w I 42 ". STL CASING IE-18.07 42" STL CASING: IE-18.29: U 34 "' HDPE PIPE IE -18.40 34" HDPE PIPE IE -18.52 10 ........................ .. .............. 0 34'- 34" HDPE PIPE @ S =0:001 FT /FT 31' 30" CPEP' P STA 14+ 13 -. 34". HDPE. PIPE. @ 0.001. FT /FT......... _ .. S 3 0.008 FT /FT ............................... 42" STL :CASING IEt18.05 ..........................5'. 4 - 34" HDPE PIPE @ S =0.001 FT /FT .S- ..... 34 HDPE PIPE IE�18.38 35'- 30" CPEP PIPE @ S .Q 8G T 0.005 FT /FT ' EX 8"W TO BE RELOCATED 0 .............................. .............................. .................... ........................ 13 +50 14 +00 15 +00 16 +00 17 +00 17 +20 PROFILE CONSTRUCTION NOTES: 1. ALL TYPE I CATCH BASINS SHALL BE FRAME & GRATE UNLESS NOTED OTHERWISE. SEE CITY STD PLAN 200.00. RIM ELEVATIONS SHALL MATCH EX GRADE. 2. ALL TYPE 2 CATCH BASINS SHALL BE FRAME & GRATE UNLESS NOTED OTHERWISE. RIM ELEVATIONS SHALL MATCH EX GRADE. 3. PROTECT SPU CATHODIC PROTECTION ANODE CABLE ADJACENT TO 51 "W. 4. PROVIDE TEMPORARY 2 "W SERVICE CONNECTION DURING CONSTRUCTION BETWEEN CB -7 AND CB -8. SEE DETAIL 1, SHEET C6 AND SPECIAL PROVISIONS. 5. NOTIFY SPU PRIOR TO EXCAVATION AND PRIOR TO BACKFILLING WITHIN CITY OF SEATTLE WATER TRANSMISSION MAIN RIGHT -OF -WAY IN ACCORDANCE WITH PERMIT REQUIREMENTS. COMPLY WITH ALL CITY OF SEATTLE RIGHT -OF -WAY PERMIT REQUIREMENTS. PROTECT EXISITNG UTILITIES AS REQUIRED. G F P 'AS, HOR : 1 " =20' D=352914 P�oF 'AS, VERT: 1 " =10' o " AS -BUILT SURVEY BY: O W.E. Coates Surveying AS -BUILT Wade E Coates, PIES #42684, AS -BUILT PLANS STAMPED 1 Redline Plans Stamped on 5116/2012 RICNI V HERMES ON:6 /9/11 Il PE 11 2636 Y 1 ADDED AS -BUILT INFO, REMOVED OLD DESIGN INFO, DWC 9-10-12 DWC walrw w.w ,am RECDMtAF,pf�Fp -DR APPROVAL �«^w � �_��+�� .� LAKE AVE S /RAINIER AVE S JUNE 2011 BIL �. ADDED CB -3.5, CLEANED UP DRAWING, REMOVED CONSTR INF NOTES 1 � =20' �� >- CITY 0 E By,__DGniel Carey____ Date-__ 210[11 R. HERMES STORM SYSTEM »w: P� By__________ ______ Date, ________ K. TAYLOR RENTON pM 01�� DATUPG F.,YALLUR 9iH AVENUEbE. SUITE 100 nr rvN. Planning /Building /Public works Dept. PLAN AND PROFILE C2 WASHINGTON98374 Bye________________ D0.te�________ "I6CK6G. T. 53.60x.6600 F. 253.600.6799 x0T xw.v.Pxame"v.mm By'--- ------- --`- -- Date:--'---` IF N0. REVISION BY DATE APPR rsa6wm: x"wME wW c """r v STA 13 +50 TO STA 17 +20 6 " 11 3'f� I D- 35200 S�lt. N CL I w c � G z LWL U yJ �r�/A W 00 OL O E) t_P] W Q rr W ►i W W LLI Y Q J EXIST PAVEMENT LIMITS OF SAWCUTTING 1' MIN 3" HMA CLASS y2" A PG 64 -22, WSDOT STD SPEC 5 -04. EDGE OF EXCAVATION \8" BASE COURSE, WSDOT STD SPEC 9- 03.9(3), CSBC, COMPACTED TO 95% MAXIMUM DRY DENSITY PER ASTM D -1557 NOTES: 1. INSTALL ASPHALT PAVEMENT IN TWO LIFTS, 1Y2" MIN THICKNESS EACH LIFT. APPLY TACK COAT BETWEEN LIFTS. 2. MATCH EXISTING ASPHALT THICKNESS IF GREATER THAN MINIMUM. PAVEMENT RESTORATION DETAIL n NO SCALE TYP TOP SECTION VIEW NOT TO Y r DEAD END ANCHOR SCHEOVLE / OF LINE SIZE I "A' 1 '6' (', 'D' ROa. 300$ 6" 2' -0' 1' -0' t' 6' 1' -0" 2 � p N 6" 1' -6" i -6" 2 10' 2' -6' ¢a- T' 5P a_ 12- 16' 1' -0- 2' -6" 2' -0' V_'. a NOTES, L CONMTE SNAU .10W Ps1 2. RE1MfRQ0 BARS 9H.1. W DEFORMED OARS AND TED TOEETN(R. 1 PUCE TMIr1ST MtM ON Gf FLU JONT OF FIFE a FDIWMKVE{ AT FAQ OF ANCHOR WALLS MUST K KE O. WKl(FM1L AT F ACTED TO M MA% ODY O09TY BASED AS OIM7 MOR TO RONSTATND SERMQ CF T WATER MAN. MIN 42" DIA STEEL 11O113 SKIDS, STAIN S CASING, 5/8" WALL ST BANDING THICKNESS MINIMUM ANTI- AT B CKING. CONTRAC SHALL VARY WOOD D CKNESS 34" DIA SNAP TITE TO ABLE CAR R PIPE PE PIPE OR EQUAL T BE INSTALLED T LINE AND GRADE � SIDE SECTION VIEW xDT ro scntE -A5 YI,C AT Zr1'%NR - NOTES: 1. NSTAL Or roc PIPE ENCASEMENT DETAIL n NO SCALE TYP k WM LEFL) & LARQN) H REBAR AT S' ON CENTER 111TH 18G' STANDARD NOcKs O 80TH C MEGALUG SENES 1100 MECHANICAL J T RESTRAMER GLMD FOR O.I.P. ELEVATION VIEW NOT TO s THRUST COLLAR & BLOCKING WITH MEGALUG RETAINER GLAND NOT TO sCALE .•.. A ,A -- r >g��_ a,6h rrst- s•, >r >. THRUST COLLAR & BLOCKING DETAIL n NO SCALE - BLOWN SAND IRON RAILS Mw uw. uAMMDM Mw. m - - - -- - - - -- MAXIMUM PAY LIMITS PIPE OD + 6' � I � I O m � p N :Do x w ¢a- 5P a_ 1T` I. NOTES: 1. NSTAL Or roc PIPE ENCASEMENT DETAIL n NO SCALE TYP k WM LEFL) & LARQN) H REBAR AT S' ON CENTER 111TH 18G' STANDARD NOcKs O 80TH C MEGALUG SENES 1100 MECHANICAL J T RESTRAMER GLMD FOR O.I.P. ELEVATION VIEW NOT TO s THRUST COLLAR & BLOCKING WITH MEGALUG RETAINER GLAND NOT TO sCALE .•.. A ,A -- r >g��_ a,6h rrst- s•, >r >. THRUST COLLAR & BLOCKING DETAIL n NO SCALE - BLOWN SAND IRON RAILS Mw ~ J � LLJ m - - - -- - - - -- MAXIMUM PAY LIMITS PIPE OD + 6' � z w a+ O m � p N ~ J � J - - - -- - - - -- MAXIMUM PAY LIMITS PIPE OD + 6' � Q U a+ m � p :Do x w ¢a- 5P a_ � I I AS -BUILT NOTES > I O INSTALLED 3/4" ANGLE IRON RAILS WITH IRON POSTS WELDED AT 6 -FT SPACING TO CASING, FOR ENTIRE LENGTH OF EACH CASING. O ANNULAR SPACE FILLED WITH BLOWN SAND. CASING ENDS SEALED WITH GROUT FOR ALL THREE CASING SEGMENTS EXCAVATION / BAC K FI LL MAXIMUM PAY LIMITS PIPE OD + 6' BANK RUN GRAVEL FOR TRENCH BACKFILL, WSDOT SECT 9 -03.19 TEMPORARY SHEETED /SHORED TRENCH BEDDING MATERIAL SEE SPECIFICATIONS MIN PE OD MIN BEDDING, WSDOT ECT 9- 03.12(3) OUNDATION MATERIAL ,S REQUIRED SEE PECIFICATIONS LTER FABRIC (MIRAFI 60OX OR EQUAL) TYPICAL TRENCH DETAIL n NO SCALE TYP EXIST 8" WATER MAIN AS —BUILT REVISIONS CONCRETE THRUST COLLAR .... WEST �. SIDE f i F APPX 6 -IN .... 22Y2 . BENDS . (MJ) ....... 0 WITH MEGALUG SERIES 1100 MECHANICAL JOINT WEDGE ACTION RETAINER GLAND (TYP) NEW STORM LI.._ BLOCKING WITH WEDGE ACTION RETAINER GLAND -24`5-�37-EXIST 8' SEE. DETAIL.4,. THIS. SHEET...... . ti 4 FT AS -BUILT NOTES Q VERTICAL SEPARATION REDUCED TO FIT HORIZONTAL CONSTRAINTS. ........... 2 EACH (MIN) 3/4" ALL THREAD CORTEN SHACKLE RODS. SEE CITY STD PLAN 330.5 WATER MAIN VERTICAL ADJUSTMENT DETAIL n NO SCALE C2 D- 352915 AS -BUILT 1 ADDED AS -BUILT INFO, REMOVED OLD DESIGN INFO, DWC 9 l0-12 DWC A'R^'1EDi 'T"E MTD M,n�GL N,w 9m CITY OE LAKE AVE S / RAINIER AVE S JUNE 2011 it EN ED EDR APPROVAL ADDED CB -3.5, CLEANED UP DRAWING, REMOVED CONSTR INF NOTES �@ AS SHOWN X0PII0NT'v_ wD 191u/1°91 :p STORM SYSTEM °�°° 440. By1__________ _ _ _ _ __ Date1 R. MERMES _ RENTON Pi By,--- ------ - - -- -- DDte'- -- -- - -- 101939THAV%UESE.SUITE100 K. TAYLOR PUYALLUP. WASHINCaTON 983]6 BYI_— _______ - DOte1 °NE °K" DATUM °PnwnD xD: T 2536253604%00 0 F 25360f 6]93 WE D A* NN' u'� Planning /Building /Public works Dept. DETAILS AND SECTIONS C253604%00 - E NOf p1E Pipl wNN.vAam.ln:.wm By1________________ Datel________ N0. REVISION BY DATE APPR AFFRD.m: M. "�Y 10 11 D- 352010 i I I - - - -- - - - -- MAXIMUM PAY LIMITS PIPE OD + 6' BANK RUN GRAVEL FOR TRENCH BACKFILL, WSDOT SECT 9 -03.19 TEMPORARY SHEETED /SHORED TRENCH BEDDING MATERIAL SEE SPECIFICATIONS MIN PE OD MIN BEDDING, WSDOT ECT 9- 03.12(3) OUNDATION MATERIAL ,S REQUIRED SEE PECIFICATIONS LTER FABRIC (MIRAFI 60OX OR EQUAL) TYPICAL TRENCH DETAIL n NO SCALE TYP EXIST 8" WATER MAIN AS —BUILT REVISIONS CONCRETE THRUST COLLAR .... WEST �. SIDE f i F APPX 6 -IN .... 22Y2 . BENDS . (MJ) ....... 0 WITH MEGALUG SERIES 1100 MECHANICAL JOINT WEDGE ACTION RETAINER GLAND (TYP) NEW STORM LI.._ BLOCKING WITH WEDGE ACTION RETAINER GLAND -24`5-�37-EXIST 8' SEE. DETAIL.4,. THIS. SHEET...... . ti 4 FT AS -BUILT NOTES Q VERTICAL SEPARATION REDUCED TO FIT HORIZONTAL CONSTRAINTS. ........... 2 EACH (MIN) 3/4" ALL THREAD CORTEN SHACKLE RODS. SEE CITY STD PLAN 330.5 WATER MAIN VERTICAL ADJUSTMENT DETAIL n NO SCALE C2 D- 352915 AS -BUILT 1 ADDED AS -BUILT INFO, REMOVED OLD DESIGN INFO, DWC 9 l0-12 DWC A'R^'1EDi 'T"E MTD M,n�GL N,w 9m CITY OE LAKE AVE S / RAINIER AVE S JUNE 2011 it EN ED EDR APPROVAL ADDED CB -3.5, CLEANED UP DRAWING, REMOVED CONSTR INF NOTES �@ AS SHOWN X0PII0NT'v_ wD 191u/1°91 :p STORM SYSTEM °�°° 440. By1__________ _ _ _ _ __ Date1 R. MERMES _ RENTON Pi By,--- ------ - - -- -- DDte'- -- -- - -- 101939THAV%UESE.SUITE100 K. TAYLOR PUYALLUP. WASHINCaTON 983]6 BYI_— _______ - DOte1 °NE °K" DATUM °PnwnD xD: T 2536253604%00 0 F 25360f 6]93 WE D A* NN' u'� Planning /Building /Public works Dept. DETAILS AND SECTIONS C253604%00 - E NOf p1E Pipl wNN.vAam.ln:.wm By1________________ Datel________ N0. REVISION BY DATE APPR AFFRD.m: M. "�Y 10 11 D- 352010 rn N^ LO M N D_ a POlrf s. 2�9 C — '`v V o" 9e sJ ✓ ° 9 so 1 ° °" s� cb P a / A Go °FSP V eo N ?,_ <o rF � >?OP a +� +mo o C, \ f \ r °a ae ?ss� ''r qro \ t \ VA CP' .rFCr F o .s �� C:'rFg000 0 . \ .POs q v qc F s \ O \ S 0 ( froP ° L(q T 5'q F 6 6 qOo trrT /�. �h \\ \ cri„r FDSrq rF-rsr \ Ao F(s "sR so r °j ssq�z �f_ © A \_ v ��. rry9;grFOOFO P�C� / LAKE AVE S STREET VACATION (EX 60' WIDE CITY UTILITY EASEMENT) ° \ oe F q' 707 � �� qq so P °r F sor s � ss�r F``1FS, }1 / �> Ifs c`s ='s s> > � � L """ —:-1 ��`�C➢ OTS° g°F` °�F 2CS9„ - �ff ��MO� i' � �F SrO"F r�6 f9PHn4' S �� P �• � 'V�� 0 ortigF,F. qss � ✓N l � I s °" o ° "r�q 1i A, I rl r I �., F Fr a °PSG O1r_ A mF � � v ;Giiiiiiiii24 SDI � I oro ! M °/ i S sr F Or V A rte... s "eo oASJS!v rp(sa \\\ %� \ V -// r /� � � D It 'S ro _ �/ �% 4's -� 'Orr\ �os'a TOPOGRAPHIC SURVEY BY: PARAMETRIX, David A. Ironmonger, PLS #33133, March 2010 t°RO � S� S0 r T ° " ��hS9f °r° :� �,✓ � ,y S. v P° � �� `�\ / / / /Ji rF F C � s "hr fr' Y° `�OS(H Ah� -6 \ O (r ' /0 4 / P "F CO PC vo Cy9Bn �O <Y ' /5'O(POi rfC >6 rte\ �v�� . 1 ��V /� O � �SA f I /�'�coe'oS� / / .e^ F, fir 9 o`' /z \ i� / , � °< so o sro rry 9�(f 0 o r "o rs,� SoFaPr P<(F FQ o .PSOO FOC S ry H,F , ssv o, \ ° -e', / (o° o P j\ o a cAf .,v 1 ° ' "v' q'1hsr v ( o9' ao o4 'A° F sr / r o < s e ? sN ? 2s > \I\* sF r C F P \ �.)NI >' °.? o o A'i O•'r / /'� AV 7 >. `�.z�s >s f / e A's was c A \\ / /� C. P c'� VsOr% oos LAKE AVE S STREET VACATION A° P ° F / V ' ° 6,, +> (EX 60' WIDE CITY UTILITY EASEMENT) F BFP.. �qrs o0 0o o. F.x yr� AS— BUILT,�NOTES\ . m a s o y 'Z-x) o f a s v `'os Ftirsc9sF ^Y(.qc" �\ \ ST)n� \\ \ \ \\ \ C % �' \ c "syFO? s 9 THIS SHEET IS INCLUDED WITH THE AS —BUILT DRAWINGS TO SHOW THE LOCATION AND SURVEY INFORMATION FOR THE VARIOUS UTILITIES IN THE 0 F^'F / \JT� z >hn °.s \/ �r1.s P rroa c`Cro �oPS' �rFPSQ9 2 AREA. \ SEE OTHER AS —BUILT SHEETS FOR SURVEY INFO "P ° P'� �� "�F / ON THE NEW STORM SYSTEM �Fq 9s °�/ °k rFFS, $ ss OgFOJ� rO'rsOtiF \ s D =3 529 16 AS-BUILT NO. I REVISION DWc 7/8/11 six+E>Fn �' vemrx w.w lase "°"°" ° "e '°°' CITY OE LAKE AVE S / RAINIER AVE S 7 -8-11 o�wm. As Noted .p >— STORM SYSTEM p`� DAT DWC RENTON REFERENCE INFO U M aFCXm: •I�SM Planning /Building /Public Works Dept. EXISTING UTILITIES C8 IF Iq! diE PILX BY DATE APPR ^° zxF larxm"rxvT� �F= extrJ 11