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Home My WebLink AboutzR-4038w U z W w U_ w X, u 3 (D 0 vi w z_ J CL U U) 0 J J U 2 H U Y ry U) co 0 N T W =3 4 4111 N 4 J O :-; > J � O 06 Q (n 00 co C? 1 0 �I 0 c Cn co 0000co 0� 3 M N = m� �m� � E � Q �Lnm Q LP X i % N O) O An co 3�� JI o Q N 6 w m U) QCO I c U C:O 0o o c .S N 0 0� 31�w0 wQ �o0� UILX2 VASHON ISLAND TAC MA G— B SNOHOMISH CO. _ KENMORE BOT ELL KING CO. 5 405 KIRKLAND �TREDMOND MEDINA ATTLE BELLEVU E LAKE WASHINGTON 90 8 9 I� DES V O I N ES N w U Uj w 405 RENTON TUKWI M DUVALL CARNATION O FALL CITY PRE • 1 SNOQUALM I E ISSAQUAH 90 EASTSIDE INTERCEPTOR SECTION 2 C70 KEN MAPLE • VALLEY AUBURN BLACK O DIAMOND 5 ALGONA PACIFIC KING CO. PIERCE CO. VICINITY MAP SCALE: NONE PERMITTING INFORMATION AMOUNT OF NEW AND REPLACED IMPERVIOUS SURFACE BY THE PROJECT = 9,445 SQ FT PROJECT SOIL DISTURBANCE AREA = 9,790 SQ FT (0.22 ACRES) TOTAL PROJECT AREA = 106,488 SQ FT (2.44 ACRES) REGIONAL FIRE AUTHORITY ��NToa APPROVED dd4 F SECTION 08, TOWNSHIP 23, RANGE 05 cthomas 01/24/2019 ► �¢ C 10 PROJECT END POINT BOEING RENTON N 6TH ST z w Q z Q U 0 J z w > Q z Q c� 0 J /V 19Tjys` N 8TH ST PROJECT START POINT F-1 LOCATION MAP SCALE: NONE E F G INDEX OF DRAWINGS PAGE DWG DESCRIPTION GENERAL 1 0001 LOCATION MAP & SHEET INDEX 2 0002 KEY MAP 3 0003 LEGENDS, ABBREVIATIONS AND SYMBOLS 4 0004 DESIGN DATA 5 0005 GENERAL NOTES CIVIL 6 C101 PLAN AND PROFILE STA 1+00 TO 10+00 7 C102 PLAN AND PROFILE STA 10+00 TO 20+00 8 C103 PLAN AND PROFILE STA20+00 TO 30+00 9 C104 PLAN AND PROFILE STA 30+00 TO 40+00 10 C105 PLAN AND PROFILE STA40+00 TO 41+08.30 11 C106 REHABILITATION DETAILS 12 C107 LINABOND DETAILS 13 CT108 BYPASS PLAN STA 1+00 TO 20+00 14 CT109 BYPASS PLAN STA 20+00 TO 40+00 15 CT110 BYPASS PLAN STA 40+00 TO 41+10.80 16 CT111 BYPASS INTAKE PLAN 17 CT112 BYPASS DISCHARGE PLAN (N 6TH ST & BURNETT AVE N) 18 CT113 BYPASS DETAILS 19 CT114 BYPASS RESTORATION DETAILS TRUCTURAL 2 S001 GENERAL STRUCTURAL NOTES 22 S SPECIAL INSPECTIONS AND STRUCT AL OBSERVATION 23 S003 CONCRETE REINFORCEMENT A ANCHORS 24 S101 EX VATION SUPPORT PLA 25 S102 EXCAVAbQN SUPPORT CTIONS 26 S103 EXCAVATIONS PO DETAILS 27 S201 ESI PIPE PLAN VI CESS OPENINGS 28 S202 ESI PIPE SE i"IONS ACCE OPENINGS 29 S203 ESI PIP EMPORARY BULKHEA ELECTRICAL, INSTRUM TATION AND CONTROL 30 E101 ZIECTRICAL SYMBOLS AND ABBREVIATIONS 31 E102 ELECTRICAL SITE PLAN 32 E103 ELECTRICAL ONE LINE DRAWING 3V E104 ELECTRICAL SCHEDULES 4 E105 ELECTRICAL SCHEDULES LAND CAPE RE T RATION 35 L100 LANDSCAPE RESTORATION PLAN 36 L101 LANDSCAPE DETAILS H LLJ W Q i z O I— J_ m Q LLJ N z O U ''W W O ® LLI NU I..L Know what's below. Lu Call before you dig. z EASTSIDE INTERCEPTOR SECTION 2 IN OMPLIA�I E tiA'ITH CITY OF RIFENTON STANDARDS Edchristen ASTEWATER UTILITY CURRENT PLANNING 01/23/2019 amorganroth 01/23/2019 DEVELOPMENT ENGINEERING SURFACE WATER UTILITY rnair 01 /22/2019 rstraka 01 /23/2019 I h REHABILITATION -PHASE CONDITION OF APPROVAL: AN APPROVED TRAFFIC CONTROL PLAN SHOULD BE OBTAINED FROM THE CITY OF RENTON PRIOR TO START OF WORK IN THE CITY RIGHT OF WAY. ACCESS TO ALL CITY UTILITY ELEMENTS SHALL BE PROPOSED PROJECT SHALL NOT PROVIDED BY THE CONTRACTOR FOR ANY EMERGENCY OBSTRUCT DRAINAGE TO EXISTING AND/OR MAINTENANCE PURPOSES. CATCH BASINS UNLESS APPROVED ALTERNATIVES ARE PROVIDED. ca CAROLLO ENGINEERS, INC. 1218 3RD STREET, SUITE 1600 SEATTLE, WA 98101 PH:206-684-6532 FAX:206-903-0419 C ANY EXISTING UTILITY OR ROADWAY ELEMENTS THAT ARE DISTURBED BY THE PROJECT SHALL BE REPLACED TO EXISTING OR IMPROVED CONDITION BY KING COUNTY. PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. JAN UARY 2019 This document is released for the purpose of information exchange review and planning only under the authority of Erik J. Waligorski, P.E. (Washington License No. 38087) on January, 2019. It is not to be used for bidding, permit or construction purposes. This document is released for the purpose of information exchange review and planning only under the authority of Brian A. Sliger, P.E. (Washington License No. 55635) on January, 2019. It is not to be used for bidding, permit or construction purposes. CONTRACT No. C01307C18 DESIGNED/DRAWN: CHECKED: B. HAWES E. WALIGORSKI/ G. GOULD PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER: B. ISAAC NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 F s K111g COY11V DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II LOCATION MAP & SHEET INDEX G W ``0 W vJ W Z O I— 5Q NG I..L O LL. z Uj O CITY OF RENTON #: 7 R-403801 O DATE: JAN UARY 2019 z LLI PROJECT FILE NO: LL 16-1123630 LL DRAWING NO: O G001 SHT NO / TOTAL REV 1 31 NO 0 U 1 A A B A C A D A E A F G H LEGEND: w U Z w LU w 0 CD 0 O 0 LU z O z LU ry LL O X, u 0 U 0 0 0 00 rn 00 0 N m 2 00 4 N 0 ti 0t 0 co z J 0 o J ry (M 00 N It O O � 0 0 0 o I �I ry 0 Wi co M C\j _ (0 00 wm "F� rn M CI ' m �LPo r co O N �I o Yo 30�U; � I F- LL w o0�Q 0 d X 2 BOEING RENTON j,\rjSv // r MH R02-02 / \0$ / / G� //'V /// - // / / / / MH R01-31A v// SEWER // BYPASS MH R02-01 / / ; MH R01-31/ / Tk N Tk / / \ V IN COMPLIANCE WITH CITY OF F ENTON STANDARDS DEVELOPMENT ENGINEERING -F rnair 01 /23/2019 e KEY MAP - MAIN LINE ��J� MH R02-04 %%ft *-ft 000 -%*. "%ft // MH R02-03 2 Z �? N�-A \T KEY MAP - SEWER BYPASS 4C C A04 INA0% 0 CAROLLO ENGINEERS, INC. 1218 3RD STREET, SUITE 1600 SEATTLE, WA 98101 PH:206-684-6532 FAX:206-903-0419 MH R02-05 PERMIT ISSUE DRAWING %ft"%."-C7%j0q This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. 11 JAN UARY 2019 This document is released for the purpose of information exchange review and planning only under the authority of Erik J. Waligorski, P.E. (Washington License No. 38087) on January, 2019. It is not to be used for bidding, permit or construction purposes. MH R02-06 / / / 0.1 MAIN LINE \ / MH R02-07 199 MH R02-08 Rr�F ,r \ This document is released for the purpose of information exchange review and planning only under the authority of Brian A. Sliger, P.E. (Washington License No. 55635) on January, 2019. It is not to be used for bidding, permit or construction purposes. DESIGNED/DRAWN: CHECKED: B. HAWES E. WALIGORSKI/ G. GOULD PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER: B. ISAAC NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 s KingCounty MAIN LINE DRAWINGS (CXXX) L- J SEWER BYPASS DRAWINGS (CTXXX) CONTROL POINT CONTROL POINT TABLE CONTROL PT NO NORTHING EASTING ELEVATION (FT) DESCRIPTION 1 183748.881 1300859.848 126.70 MAG NAIL 2 184688.829 1301041.889 127.49 MAG NAIL 3 185103.791 1301500.072 125.15 MAG NAIL 5 185712.494 1302333.247 126.40 MAG NAIL 101 184248.117 1300844.927 126.47 MAG NAIL 104 185226.933 1301990.866 124.46 MAG NAIL 108 182487.705 1300916.284 126.25 MAG NAIL 109 182102.733 1300869.077 127.14 HUB & TACK 1000 181983.236 1300863.313 126.97 MAG NAIL 1593 182441.326 1300759.623 127.86 MAG NAIL 2323 183145.533 1300870.411 127.92 MAG NAIL 2413 183584.740 1300794.290 126.92 MAG NAIL 2767 183944.254 1300813.106 127.61 MAG NAIL 4039 185351.009 1301697.554 125.58 MAG NAIL 4263 185555.070 1302002.334 125.50 MAG NAIL 4412 185691.470 1302192.154 125.19 MAG NAIL 4413 185872.790 1302316.961 126.07 MAG NAIL 4736 185451.297 1302095.337 126.65 MAG NAIL 4868 185604.342 1302247.412 125.81 MAG NAIL 5243 185797.519 1302013.018 120.41 MAG NAIL 5587 186415.037 1302584.912 130.09 MAG NAIL 5944 185818.127 1302575.365 138.72 MAG NAIL 91179 182657.206 1300758.632 128.11 MAG NAIL Know what's below. RENTON Call before you dig. CITY O R-403802 DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II KEY MAP & SURVEY CONTROL POINTS DATE: JAN UARY 2019 PROJECT FILE NO: 16-1123630 DRAWING NO: G002 SHT NO / TOTAL REV 0 2 36 NO: o 1 E F G 1 A I C E F G H w U z w w LL w 0 00 0 0 w z O z NLU L.I_ I O A, u 2 0 0 co J 0 c� J 0 Q c 1 0 c 0 N r 0co cm � E CM M m M X N co T � � N 3C� 0 N 0-0 M �I 0) 0) 0 Y Ll N 0W�� :IFLLrn wQ �o� U d X 2 LEGEND LI NETYPES GAS/POWER/TELEPHONE/CABLE SURVEY EXIST. DESCRIPTION SYMBOL DESCRIPTION ABBR SYMBOL DESCRIPTION ABBR CONSTRUCT DESCRIPTION SURFACE FEATURES: EXIST. CONSTRUCT ® BENCH MARK BM BUILDING LINE (EXISTING) BUILDING LINE LGJ © GAS METER GM BENCH MARK BM kq GAS VALVE GV TEMPORARY BENCHMARK TBM CANAL[SCALEABLE](EXIST.) ® ® GAS VALVE MARKER GVM BERSTEN SPIKE BNSK CREEK/DITCH CENTERLINE (EXIST.) GAS BLOW OFF GBO HUB & TACK HT CREEK/DITCH CENTERLINE © © GAS MANHOLE MHG ® IRON PIPE IP CURB/PAVEMENT/SIDEWALK (EX) oo CURB(PROP) 2/7 UVG UVG UNDERGROUND GAS VAULT UVG g PROPERTY CORNER LS v LEAD & TACK LT CURB/PAVEMENT/SIDEWALK 8 B POWER CABINET PBX o LOT STAKE LTS X FENCE (EXISTING) ENCASED GROUNDROD PGC MAG NAIL MAG SILT FENCE E- E GUY WIRE ANCHOR GUY + MAG NAIL W/ SHINER MAGS n GUARDRAIL (EXISTING) v v v v HIGH VISIBILITY FENCE AREA LIGHT LITE ® MONUMENT IN CASE MIC X LUMINAIRE LUM ® SURFACE MONUMENT MON LAKE/POND GUARDRAIL © © POWER MANHOLE MHP PK NAIL PK MARSH/SWAMP PERIMETER � � POWER HAND HOLE PB O PK NAIL W/ SHRINER PKS LAKE/POND INTERIOR -0- -0--- GUY POLE PLG • REBAR RB ,j, EXTERIOR WETLAND PERIMETER (DELINEATED BY BIOLOGIST) MARSH/SWAMP PERIMETER - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - ¢ ¢ POWER POLE PLP Q REBAR & CAP RBC INTERIOR - STREAM PERIMETER (DELINEATED BY BIOLOGIST) INTERIOR i EXTERIOR i WETLAND PERIMETER c �xX POWER POLE W/ LIGHT PLPL Q KING CO. REBAR & CAP RCKC EXTERIOR KC © © POWER METER PM RR 100 SCALE OR SMALLER(EX.) INTERIOR STREAM PERIMETER ® 19 SCRIBE SCR RR 200 SCALE OR LARGER(EX.) IAI a POWER RISER POWER TRANSFORMER PR PTR SPIKE SK RETAINING WALL P, P, ELECTRIC SIGN SNE ® STONE MONUMENT SMON RETAINING WALL (EXISTING) RETAINING WALL UVP UVP UNDERGROUND POWER VAULT LIVID TACK TK RIVERBANK/SHORELINE YARD LIGHT YL SHOULDER (EX) SECTION CORNER (FOUND) SSCP - - - - - - - - - - - - _ RETAINING WALL Q ROCK FACING (EXISTING) ¢ 0 TELEPHONE POLE PLT QUARTER CORNER (FOUND) SQCP RETAINING WALL O O TELEPHONE MANHOLE MHT CLOSING SECTION CORNER (FOUND) SCCP SURVEY: 0 0 TELEPHONE CABINET TELB CENTERLINE (EXISTING) cs" ROCK FACING 0 0 - CLOSING QTR CORNER (FOUND) QCCP CONTOUR (DEPRESSION) - - - - CENTERLINE UVT UVT TELEPHONE RISER UNDERGROUND TELEPHONE VAULT TELR UVT �°Mc MEANDER CORNER (FOUND) SMCP CONTOUR (INTERVAL) (EXIST.) CONTOUR (INTERVAL) + SECTION CORNER (NOT FOUND) SSC * * * CONTOUR (INDEX) (EXIST.) ❑ T ❑ T CABLE TV CABINET TVB * * * CONTOUR (INDEX) 0 0 CABLE TV RISER TVR COS QTR CORNER (NOT FOUND) QCC CABLE TV MANHOLE MHTV � CLOSING SECTION CORNER SK ------------ EASEMENT (TEMPORARY) - - - - - - - - - - - - - - EASEMENT (PERMANENT) uvry uvry UNDERGROUND CABLE VAULT UVTV (NOT FOUND) MATCH LINE — - - - - - - - - — PROPERTY LINE - CLOSING QTR CORNER (NOT FOUND) QCC ----------------------------------- MEANDER LINE R/W(EX. DURING DESIGN DRAINAGE /SEWER / M I S C Co Mc MEANDER CORNER (NOT FOUND) SMC PROPERTY LINE (EXISTING) REVIEW ONLY) N OWNERSHIP TIE SOT RIGHT-OF-WAY SYMBOL DESCRIPTION ABBR C)TAX LOT /PARCEL NUMBER RANGE/TOWNSHIP LINE RIGHT-OF-WAY (LIMITED ACCESS) EXIST. CONSTRUCT COINCIDENTAL RESERVATION/PARK/FOREST (EX) L�J LM, TYPE 1 CATCH BASIN CB1 INTERSTATE �� 5 RIGHT-OF-WAY (CURRENT) \ )) \ )) TYPE 2 CATCH BASIN (108"0) CB2108 \C o F CUT -FILL LINE X— XXXX-XXX -XX ASSESSOR'S CODE l l TYPE 2 CATCH BASIN (36"0) CB236 TYPE 2 CATCH BASIN (48"0) CB248 CITY -LIMITS WATER TYPE 2 CATCH BASIN (54"0) CB254 SECTION LINE QUARTER SECTION LINE SYMBOL DESCRIPTION ABBR `� )) `` )) TYPE 2 CATCH BASIN (60"0) CB260 ------------- SIXTEENTH SECTION LINE EXIST. CONSTRUCT �� TRAFFIC & C H A N N E L I Z AT I O N (lam(lam TYPE 2 CATCH BASIN (72"�) CB272 STATE COUNTY CORPORATE LIMIT / / � � FIRE DEPARTMENT CONNECTION FDC SYMBOL DESCRIPTION ABBR / � / � FIRE HYDRANT FH )) )) TYPE 2 CATCH BASIN (84"0) CB284 LEFT AL UTILITIES (EXISTING): b b HOSE BIB HB // z OW OW WATER MANHOLE MHW ` )) )) TYPE 2 CATCH BASIN (96"0) CB296 V�u/V LEFT & RIGHT ALR - TV CABLE TELEVISION (AERIAL) IUVW1 JUVWJUNDERGOUND WATER VAULT UVW J UG-TV CABLE TELEVISION (BURIED) gyp° WATER BLOW OFF WBO L�J LMA CURB INLET CB4 FM FORCE MAIN ,�o° �o° ARROW LEFT &STRAIGHT ALS O O WATER DETECTOR CHECK VALVE WDC ® ® BRIDGE SCUPPER CBB G GAS O O WELL WELL ® ® CATCH BASIN GRATE CBG OIL LEFT, RIGHT & STRAIGHT ALRS 0 pw p WATER METER WM 0 a DRAINAGE MANHOLE LID MHD OHP POWER (AERIAL) r� 0 WATER SPRINKLER HEAD WSH ■ ■ SOLID HATCH BASIN LID SLID � RIGHT AR UG-P POWER (BURIED) ® ® WATER SPRINKLER VALVE WSV UVD UVD UNDERGROUND DRAINAGE VAULT UVD SS SANITARY SEWER g g WATER VALVE WV ® ® SEWER MANHOLE MHSS RIGHT &STRAIGHT AIRS STE STEAM © © WATER VALVE MARKER WVM OO Os SEWER CLEAN OUT SSCO n S STORM DRAINAGE 0 0 OIL FILLER CAP OFC STRAIGHT AS T TELEPHONE (AERIAL) UV UV I UNDERGROUND UTILITY UV �J TELEPHONE (BURIED) O PEDESTRIAN CONTROLLER HEAD SIGPED UG-T ____________ UTILITY SERVICE LINE (GENERAL) SURFACE FEATURES & LANDSCAPING SYMBOLS ❑ s SIGNAL HAND HOLE SB m SIGNAL CONTROL BOX SBX 6"W WATER SYMBOL DESCRIPTION ABBR SYMBOL DESCRIPTION ABBR SYMBOL DESCRIPTION ABBR SIGNAL POLE PLSIG 6"G 12"CMP— GAS STORM DRAIN O BOLLARD BOL -_0 SPRING SP 0DECIDUOUS TREE TRD SIGNAL POLE W/ LIGHT PLSIGL *** INSERT ELEVATION AT 120' INTERVALS [TEXT(EXIST. 1.75')(PROP. 2') HIGH]. O FENCE GATE POST FGP y LOG LOG i TRAFFIC SIGNAL HEAD EXISTING UTILITIES -INSERT TEXT AT 80' INTERVALS (TEXT 1.75' HIGH) O DOWNSPOUT DS CONIFER TREE THE ❑ BIKE LANE BIKE PROPOSED UTILITIES -INSERT TEXT AT 80' INTERVALS (TEXT 2' HIGH) ❑ FENCE PILASTER FPIL ROCK ROCK P b FLAG POLE PLF � � ROOTWAD RWAD 0 HOV LANE HOV CONSULTANT SYMBOLS 6 MAIL BOX MB � STUMP STUMP WHEELCHAIR RAMP WCR POLE PL � SYMBOL DESCRIPTION ABBR SIGN SN BUSH TRB �I uu u PAINTED ONLY ONLY BH BORE HOLE BH ❑ SIGN PILASTER SNPIL SHRUB TRS DISABLED PARKING SPACE 0 STREAM GAUGE SG IN OI1 PLI iNCE WITH CITY OF F ENTON STANDARDS DEVELOPMENT ENGINEERING rnair 01 /22/2019 01 4C�,I..�. //�® Ca CAROLLO ENGINEERS, INC. 1218 3RD STREET, SUITE 1600 SEATTLE, WA 98101 PH:206-684-6532 FAX:206-903-0419 PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. 11 JAN UARY 2019 11 This document is released for the purpose of information exchange review and planning only under the authority of Erik J. Waligorski, P.E. (Washington License No. 38087) on January, 2019. It is not to be used for bidding, permit or construction purposes. This document is released for the purpose of information exchange review and planning only under the authority of Brian A. Sliger, P.E. (Washington License No. 55635) on January, 2019. It is not to be used for bidding, permit or construction purposes. ■ DESIGNED/DRAWN: CHECKED: B. HAWES E. WALIGORSKI/ G. GOULD PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER: B. ISAAC NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 ABBREVIATIONS ABAND ABANDONED AC ASPHALT CONCRETE RD ACP ASPHALT CONCRETE PAVEMENT REINF REQ'D ADJ ADJUST ROW AH AHEAD RT AP ANGLE POINT R/W APPROX. APPROXIMATELY S ARD AGREEMENT TO RECONSTRUCT DWY SAN AVE AVENUE SCHEC AVG AVERAGE SD BK BACK SECT BASELINE SERV BLDG BUILDING SF BLVD BOULEVARD BM BENCH MARK SHLD BMP BEST MANAGEMENT PRACTICE SHT BRG BEARING SP SPEC BTWN BETWEEN SPECS BVCE BEGINNING OF VERTICAL CURVE ELEVATION SQ BVCS BEGINNING OF VERTICAL CURVE STATION SR C CONDUCTOR SS CATV CABLE TV ST CB CATCH BASIN STA CL CLASS S/W z CENTERLINE T CLR CLEAR TAN CMP CORRUGATED METAL PIPE TBM COMM COMMUNICATION COMPT COMPACTED TBD CONC CONCRETE TBP CONN CONNECT TCE TCP CONST CONSTRUCTION TEMP CSTC CRUSHED SURFACING TOP COURSE TP CU CUBIC TYP CM CUBIC METER UD D DRAIN PIPE UG DEG OR DEGREE LINK DIAM DIAMETER VAR DIST DISTANCE VC DWG DRAWING VERT. DWY DRIVEWAY E EAST, ELECTRICAL VFD EA EACH W W/ EL ELEVATION ELEC ELECTRICAL WM EMB EMBANKMENT WM W/o EP EDGE OF PAVEMENT WV EQ EQUATION Y ESI2 EASTSIDE INTERCEPTOR SECTION 2 Y EST ESTIMATE EVCE END OF VERTICAL CURVE ELEVATION YDS EVCS END OF VERTICAL CURVE STATION & EXCL EXCLUDE EXIST EXISTING FH FIRE HYDRANT FT OR FEET/FOOT G GAS LINE, GREEN GALV GALVANIZED GB GRADE BREAK GE GRATE ELEVATION GR GUARDRAIL GRID GROUND GV GAS VALVE HORIZ HORIZONTAL HPS HIGH PRESSURE SODIUM HT HEIGHT HUND HUNDRED HWY HIGHWAY ID INSIDE DIAMETER IE INVERT ELEVATION INV INVERT JB. JUNCTION BOX JTS, JT JOINTS, JOINT JUD JOINT USE DRIVEWAY L LENGTH OF ARC LF LINEAL FOOT/FEET LT LEFT LUMIN LUMINAIRE M METER MAX MAXIMUM MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MON MONUMENT MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DIVICES N NORTH NO NUMBER NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NST NOT STEEPER THAN NTS NOT TO SCALE 0-XING OVERHEAD CROSSING 0. C. ON CENTER OD OUTSIDE DIAMETER OP OVERHEAD POWER OT OVERHEAD TELEPHONE P POLE, POWER PAR PARK ACCESS ROAD PAV'T PAVEMENT PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVE P-E PRE-EMPT PED PEDESTRIAN PI POINT OF INTERSECTION E PROPERTY LINE PP POWER POLE PR PAIR PRC POINT OF REVERSE CURVE PSI POUND PER SQ IN PT POINT OF TANGENT PVC POLYVINYL CHLORIDE PVCC POINT OF VERTICAL COMPOUND CURVE PVI POINT OF VERTICAL INTERSECTION PVRC POINT OF VERTICAL REVERSE CURVE QTY QUANTITY R RADIUS RCP REINFORCED CONCRETE PIPE DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II co N 0 0 00 ROAD r REINFORCED REQUIRED RIGHT-OF-WAY RIGHT RIGHT-OF-WAY SOUTH/SLOPE SANITARY SCHEDULE STORM DRAIN SECTION SERVICE SQUARE FEET/FOOT SHOULDER SHEET Nt 1 SHIELDED PAIR IN SHINGLE CABLE It SPECIAL LO SPECIFICATIONS 0 SQUARE 0 STATE ROUTE Q SANITARY SEWER STREET 00 STATION T_ SIDEWALK TELEPHONE, TANGENT, TON TANGENT TEMPORARY BENCHMARK TO BE DETERMINED TEMPORARY BYPASS PLAN TEMPORARY CONSTRUCTION EASEMENT TRAFFIC CONTROL PLAN TEMPORARY TELEPHONE POLE TYPICAL UNDERDRAIN PIPE w UNDERGROUND UNKNOWN Q VARIES VERTICAL CURVE VERTICAL VARIABLE FREQUENCY DRIVES WEST, WATER WITH z WATER METER O WATERMAIN — WITHOUT WATER VALVE Q YELLOW YELLOW (FLASH) YARDS J MW King County LEGEND, ABBREVIATIONS, AND SYMBOLS F V G W Q LU 0. N z O U LU U) O a_ LU U LU z LU 0 U) I— U) Q LU z O CQ NG L.L O LL z U LU 0. a_ CITY OF RENTON #: z R-403803 O DATE: I— JAN UARY 2019 z w PROJECT FILE NO: 0/ 16-1123630 U_ DRAWING NO: O G003 >- SHT NO / TOTAL REV 3 36 NO: 0 U C 1 0 0 C 11 E F A G A H w U z W U_ w 0 z O z L1J ry LL O U 3 2 0 J 7 0 J 0 0 (D Q rn00 � 1 o No 1 U 0 �o �Q = o0 m00 >, 0 m E Q� o m N I- X 0 N M N o� N _(6 � I U 0 s= o� W CO 1�Lw Lu .o0�Q d X ES12 PHASE II MANHOLE SUMMARY MH NO. SHEET NO. MH TYPE MH DIAMETER (IN) MH DEPTH (FT)' PRE -CAST R01-32 C 101 2 48 15.7 CONCRETE PRE-CAST R02-01 C 101 2 48 16.6 CONCRETE PRE -CAST R02-02 C 101 48 15.3 CONCRETE2 PRE -CAST R02-03 C 102 48 14.1 CONCRETE2 PRE -CAST R02-04 C 102 2 48 13.6 CONCRETE PRE -CAST R02-05 C 103 2 48 13.9 CONCRETE PRE -CAST R02-06 C103 48 11.6 CONCRETE2 PRE -CAST R02-07 C104 2 48 11.3 CONCRETE TABLE NOTES: 1. DEPTH SHOWN IS FROM RIM TO CROWN OF PIPE. 2. PRE -CAST MH RISER ATTACHED TO CAST IN PLACE STRUCTURE FORMED AROUND ES12 PIPE. SEE DETAIL 2, DWG C106. COORDINATE CONTROL POINTS POINT NORTHING EASTING DESCRIPTION �1 182406.50 1300877.91 BYPASS DISCHARGE WORK AREA FENCE/CORNER 2❑ 182405.91 1300907.82 BYPASS DISCHARGE WORK AREA FENCE/CORNER 3❑ 182499.36 1300909.71 BYPASS DISCHARGE WORK AREA FENCE/CORNER ® 182499.36 1300879.19 BYPASS DISCHARGE WORK AREA FENCE/CORNER 5❑ 182515.48 1300879.41 BYPASS DISCHARGE WORK AREA CORNER © 182515.48 1300909.71 BYPASS DISCHARGE WORK AREA CORNER 7❑ 183208.48 1300830.20 WORK AREA CORNER ® 183208.21 1300851.55 WORK AREA CORNER 9❑ 183368.16 1300852.84 WORK AREA CORNER 10 183368.25 1300831.27 WORK AREA CORNER 11 183834.87 1300845.46 WORK AREA CORNER F12 183834.57 1300870.46 WORK AREA CORNER 13 183858.41 1300870.67 WORK AREA CORNER 14 183894.80 1300853.53 WORK AREA CORNER 15 183894.87 1300845.99 WORK AREA CORNER 16 F 184205.49 1300863.39 WORK AREA CORNER 17 F 184202.35 1300884.74 WORK AREA CORNER 18 184356.16 1300920.90 WORK AREA CORNER 19 184362.96 1300900.12 WORK AREA CORNER 20 184609.18 1300988.48 WORK AREA CORNER 21 184600.06 1301001.81 WORK AREA CORNER 22 184649.13 1301035.59 WORK AREA CORNER 23 184658.67 1301023.21 WORK AREA CORNER 24 F 185005.67 1301335.11 WORK AREA CORNER 25 185040.17 1301384.19 WORK AREA CORNER 26 185073.06 1301361.42 WORK AREA CORNER 27 185063.50 1301347.82 WORK AREA CORNER 28 185027.45 1301320.02 WORK AREA CORNER 29 185353.66 1301721.75 WORK AREA CORNER 30 185455.76 1301844.87 WORK AREA CORNER I N C 0 M P LIAN C E W ITH C ITY OF RENTON STAN DAR DS DEVELOPMENT ENGINEERING -F rnair 01 /22/2019 0 0 ES12 PHASE II PIPE SUMMARY PIPE SEGMENT SHEET NO. UPSTREAM MH DOWNSTREAM MH LENGTH (FT)' PIPE DIAMETER (IN) MEASURED DEBRIS (CF)' 1 C101 R02-01 R01-32 237.5 96 853 2 C 101 R02-02 R02-01 546.1 96 1048 3 C101/C102 R02-03 R02-02 581.9 96 1173 4 C 102 R02-04 R02-03 413.7 96 11 5 C102/C103 R02-05 R02-04 377.7 96 8 6 C 103 R02-06 R02-05 521.8 96 6 7 C103/C104 R02-07 R02-06 570.1 96 0 8 2 C104 R02-08 R02-07 457.9± 96 0 TABLE NOTES: 1. DEBRIS MEASURED VIA LASER PROFILING. PROFILING CONDUCTED IN NOVEMBER 2016. VOLUMES ARE PRESENTED FOR INFORMATIONAL PURPOSES ONLY. 2. REHAB LIMITS OF PIPE SEGMENT 8 DO NOT INCLUDE FULL PIPE LENGTH. SEE SHEET C104 FOR APPROXIMATE REHAB LIMITS. 3. LENGTHS ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. COORDINATE CONTROL POINTS POINT NORTHING EASTING DESCRIPTION 31 185467.33 1301835.52 WORK AREA CORNER 32 185366.20 1301711.57 WORK AREA CORNER 33 185485.23 1301857.66 BYPASS INTAKE STAGING AREA CORNER 34 185456.56 1301881.62 BYPASS INTAKE STAGING AREA CORNER 35 185545.98 1301990.09 BYPASS INTAKE STAGING AREA CORNER 36 185475.70 1302046.84 BYPASS INTAKE STAGING AREA CORNER 37 185473.88 1302103.90 BYPASS INTAKE STAGING AREA CORNER 38 185477.29 1302109.65 BYPASS INTAKE STAGING AREA CORNER 39 185581.31 1302200.40 BYPASS INTAKE STAGING AREA CORNER 40 185704.96 1302318.90 BYPASS INTAKE STAGING AREA CORNER 41 185788.95 1302231.29 BYPASS INTAKE STAGING AREA CORNER 42 185474.65 1302067.05 BYPASS INTAKE STAGING AREA/RW LIMITS 43 185719.53 1302303.70 BYPASS INTAKE STAGING AREA/RW LIMITS 44 185597.80 1302186.99 BYPASS INTAKE STAGING AREA/RW LIMITS 45 185625.67 1302082.48 STAGING AREA/PSE PARCEL CORNER 46 185633.40 1302076.14 STAGING AREA/PSE PARCEL CORNER 47 185671.06 1302122.85 STAGING AREA/PSE PARCEL CORNER 50 182490.18 1300897.87 BYPASS PIPING CL 51 182541.47 1300923.07 BYPASS PIPING CL 52 182555.08 1300923.22 BYPASS PIPING CL 53 182556.30 1300807.92 BYPASS PIPING CL 54 182607.91 1300773.93 BYPASS PIPING CL 55 183066.74 1300847.84 BYPASS PIPING CL 56 183086.16 1300769.10 BYPASS PIPING CL 57 183236.73 1300793.67 BYPASS PIPING CL 58 183643.15 1300795.88 BYPASS PIPING CL 59 183674.68 1300827.76 BYPASS PIPING CL 60 183937.12 1300832.36 BYPASS PIPING CL 61 183947.06 1300815.00 BYPASS PIPING CL 62 184613.51 1300992.50 BYPASS PIPING CL C OAM AffiffA0% 0 CAROLLO ENGINEERS, INC. 1218 3RD STREET, SUITE 1600 SEATTLE, WA 98101 PH:206-684-6532 FAX:206-903-0419 PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. JAN UARY 2019 COORDINATE CONTROL POINTS POINT NORTHING EASTING DESCRIPTION 63 184630.57 1301029.63 BYPASS PIPING CL 64 184782.41 1301137.54 BYPASS PIPING CL 65 184815.78 1301143.64 BYPASS PIPING CL 66 185161.83 1301639.07 BYPASS PIPING CL 67 185242.36 1301783.27 BYPASS PIPING CL 68 185448.34 1301821.20 BYPASS PIPING CL 69 185687.39 1302114.15 BYPASS PIPING CL This document is released for the purpose of information exchange review and planning only under the authority of Erik J. Waligorski, P.E. (Washington License No. 38087) on January, 2019. It is not to be used for bidding, permit or construction purposes. This document is released for the purpose of information exchange review and planning only under the authority of Brian A. Sliger, P.E. (Washington License No. 55635) on January, 2019. It is not to be used for bidding, permit or construction purposes. DESIGNED/DRAWN B. HAWES PROJECT ENGINEER B. SLIGER DESIGN APPROVAL B. ISAAC GENERAL DESIGN DATA NOTES: 1. CONTRACTOR TO FIELD VERIFY DIAMETER OF EXISTING PIPE. 2. CONTRACTOR TO FIELD VERIFY LENGTH OF EXISTING PIPE SEGMENTS. 3. CONTRACTOR TO FIELD VERIFY DEPTH, CONFIGURATION, AND SIZE OF MANHOLES/JUNCTION STRUCTURES. 4. CONTRACTOR TO FIELD VERIFY LOCATION AND NUMBER OF LATERALS. 5. CONTRACTOR TO FIELD VERIFY LOCATION, SIZE, DEPTH, AND TYPE OF EXISTING UTILITIES. UTILITY CROSSING COORDINATES UTILITY SIZE POINT GROUND DEPTH TO TOP DEPTH TO POINT # UTILITY TYPE (IN) TYPE SURFACE OF UTILITY BOTTOM OF ELEVATION (FT) (FT) UTILITY 10 W 8 POTHOLE 126.1 2.7 3.3 2O SS 24 RECORD UNK 9.2 11.2 O3 SS 24 RECORD UNK 9.0 11.0 40 W 6 RECORD UNK 4.5 5.0 O5 SD 18 RECORD UNK 6.5 8.0 © W 6 POTHOLE 127.2 4.5 5.0 O7 G TBD RECORD UNK TBD TBD ® SD 24 RECORD UNK > 5.0 > 7.0 O9 P 4 POTHOLE TBD 3.1 3.4 10 P 4 POTHOLE TBD 1.7 2.0 11 P 2 POTHOLE 126.6 1.8 2.0 12 SD 12 POTHOLE 126.1 2.3 3.3 13 W 8 POTHOLE 126.2 5.4 6.1 14 P 4 POTHOLE 126.5 1.8 2.1 15 SD 46 POTHOLE 126.3 3.0 6.8 16 W 8 EST. POTHOLE UNK > 4.0 > 4.7 17 P (MULTIPLE) 4, 2, 2, 2 POTHOLE 126.7 3.1 3.4 18 SS 12 RECORD UNK 15.0 16.0 19 W 12 POTHOLE 127.0 6.7 7.7 20 SD 46 POTHOLE TBD 3.8 7.6 21 SS 12 RECORD UNK 16.0 17.0 22 W 12 POTHOLE 127.0 4.3 5.3 23 P (MULTIPLE) 4, 2, 2, 2 POTHOLE 127.4 2.2 2.5 24 SS 6 POTHOLE TBD 3.3 3.8 25 W 12 RECORD UNK EST.4.0 EST. 5.0 26 P DUCT 28W X 27H POTHOLE TBD 3.7 5.9 27 P DUCT 8W X 15H POTHOLE TBD 3.4 4.7 28 P/COMM UNK RECORD UNK UNK UNK 29 P DUCT UNK RECORD UNK UNK UNK 30 SD 14 POTHOLE TBD 3.5 4.7 31 P 2 POTHOLE 124.4 3.2 3.3 32 P 4 POTHOLE 124.5 3.6 3.9 33 W 16 POTHOLE 125.0 3.7 5.0 34 W 16 POTHOLE 124.9 2.8 4.1 35 W 16 POTHOLE 123.5 3.1 4.4 36 SS 96 POTHOLE TBD 9.5 17.5 37 SD 46 POTHOLE TBD 8.8 12.6 CHECKED: E. WALIGORSKI/ G. GOULD SCALE: AS NOTED FACILITY NUMBER NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 s K111g COY11V DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II DESIGN DATA CITY OF RENTON #: R-403804 DATE: JAN UARY 2019 PROJECT FILE NO: 16-1123630 DRAWING NO: G004 SHT NO / TOTAL REV 0 4 36 No C') N O O O 00 r U lt lt LO O O 1 00 T_ z O z LJJ LL O U \I E F G I 0 0 C N E F G H w U z W w LL w O 00 0 0 LU z O z W ry ILL O X, u 3 2 � o � °, ui N O J s' 0 J C 0 0 w LO z o d U U W o o rn _ 1 3 O Q � I U q 0 i 0 (0 (0 m Q m W 00 E nLCO,-0 (1) O o0 2(6 O X � �oA Ln06CY)m 0- 0 N j QM I 0 J 0) R C:o O � J : LU L� IF_ 0_owQ 3 C)d X 2 GENERAL NOTES: 1. THE CONTRACTOR SHALL MAINTAIN AT ALL TIMES ADEQUATE DRAINAGE PATTERNS AT THE SITE. WATER SHALL NOT BE ALLOWED TO POND OR STAND DUE TO CONTRACTOR ACTIVITIES. 2. REFER TO SECTION 01 14 00 OF THE SPECIFICATIONS AND OTHER APPLICABLE SECTIONS FOR WORK RESTRICTIONS AND CONSTRAINTS. 3. ALL CONSTRUCTION SIGNING, BARRICADING AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION. 4. IF THE IMPROVEMENTS NECESSITATE THE OBLITERATION, TEMPORARY OBSTRUCTION, TEMPORARY REMOVAL, OR RELOCATION OF ANY EXISTING TRAFFIC PAVEMENT MARKING, SUCH PAVEMENT MARKING SHALL BE RESTORED OR REPLACED WITH LIKE MATERIALS TO THE SATISFACTION OF THE CITY OF RENTON. 5. IF EXISTING CONTROL POINTS/MONUMENTS ARE DISTURBED BY THE CONTRACTOR, CONTRACTOR SHALL FILE THE APPROPRIATE NOTIFICATION TO GOVERNING AGENCY PER WAC 332-120. CONTRACTOR SHALL REPLACE THE CONTROL POINT/MONUMENT PER WAC 332-120. 6. CONTRACTOR TO FIELD VERIFY LOCATION AND NUMBER OF LATERALS. 7. ALL NEW OR REPLACEMENT TRAFFIC SIGNAL LOOPS SHALL BE INSTALLED USING CABLE -IN -DUCT WIRING, SHALL HAVE INDEPENDENT LEAD-IN WIRES FOR EACH LOOP FROM THE CONTROLLER TO THE PULL -BOX, AND EACH LEAD-IN SHALL BE INDIVIDUALLY TAGGED. 8. HORIZONTAL CONTROL: HORIZONTAL CONTROL DATUM SURVEY IS BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD83 NGS 2002). 9. VERTICAL CONTROL: ELEVATIONS ARE BASED ON THE KING COUNTY METRO DATUM. BENCHMARKS AND/OR STRUCTURE ELEVATIONS FROM EXISTING SURVEYS OR REFERENCE DRAWINGS MAY RESULT IN VARIANCES WITH ELEVATIONS INDICATED ON THE DRAWINGS FOR EXISTING FACILITIES. 10. EXISTING UTILITIES AND STRUCTURES (UNDERGROUND, SURFACE, OR OVERHEAD) ARE INDICATED ONLY TO THE EXTENT THAT SUCH INFORMATION WAS KNOWN, OR MADE AVAILABLE TO, OR DISCOVERED BY THE PROJECT REPRESENTATIVE IN PREPARING THE DRAWINGS. THE LOCATIONS, CONFIGURATIONS, AND ELEVATIONS OF SUBSURFACE FACILITIES AND UTILITIES ARE APPROXIMATE, AND NOT ALL UTILITIES AND FACILITIES MAY BE INDICATED. PIPING SIZES AND MATERIALS, WHERE KNOWN ARE DESIGNATED BASED ON AS -BUILT RECORDS AND INSPECTION DATA. CONTRACTOR TO VERIFY DURING INITIAL INSPECTION WORK. REPORT DISCREPANCIES TO THE PROJECT REPRESENTATIVE. 11. CALL BEFORE YOU DIG. CONTRACTOR SHALL VERIFY PRECISE LOCATIONS AND ELEVATIONS OF ALL UTILITIES AND STRUCTURES, WHETHER INDICATED ON THE DRAWINGS OR NOT, IN THE FIELD IN ADVANCE OF EXCAVATING, BY CONTACTING ALL UTILITIES AND OTHER AGENCIES, AND BY PROSPECTING. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL, DEMOLITION, PROTECTION, RECONSTRUCTION, AND RECONNECTION OF EXISTING FACILITIES AS REQUIRED TO COMPLETE THE WORK. IF REQUIRED AFTER FIELD VERIFICATION, CONTRACTOR SHALL IMMEDIATELY COORDINATE WITH THE PROJECT REPRESENTATIVE TO DETERMINE ANY NECESSARY MODIFICATIONS TO PROPOSED NEW WORK. 12. BEFORE CONSTRUCTION IS STARTED, CONTRACTOR SHALL COORDINATE WITH THE OWNER OF EACH UTILITY AND DEFINE THE REQUIREMENTS AND METHODS TO ACCOMMODATE THE PROTECTION, TEMPORARY SUPPORT, ADJUSTMENT, OR RELOCATION OF ANY UTILITIES AFFECTED BY THE PROPOSED NEW WORK. 13. "SCREENED" (LIGHT) DELINEATION INDICATED ON THE DRAWINGS DENOTES EXISTING FACILITIES. "SCREENED" INFORMATION WAS TAKEN FROM EXISTING CONSTRUCTION DRAWINGS AND DATA, IS FOR REFERENCE ONLY, AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE ORDERING OF MATERIALS AND BEGINNING OF CONSTRUCTION. "BOLD" DELINEATION IS A WORK TO BE CONSTRUCTED UNDER THIS CONTRACT. 14. PIPE SIZES AND MATERIALS, WHERE KNOWN ARE DESIGNATED BASED ON AS -BUILT RECORDS AND INSPECTION DATA. CONTRACTOR SHALL VERIFY DURING INITIAL INSPECTION WORK. REPORT DISCREPANCIES TO THE PROJECT REPRESENTATIVE. 15. DRAWINGS SHOW ONLY KNOWN SEWER PIPELINES AND LATERALS FROM AS -BUILT RECORDS. CONTRACTOR SHALL VERIFY EXISTENCE AND LOCATIONS OF OTHER SEWER PIPES AND LATERALS DURING INITIAL INSPECTION OF WORK. 16. CONTRACTOR TO MAINTAIN CONTINUOUS SEWER SERVICE AT ALL TIMES DURING CONSTRUCTION. 17. RIM ELEVATIONS AND INVERT ELEVATIONS SHOWN ON THE DRAWINGS ARE BY LICENSED SURVEYOR. CONTRACTOR TO VERIFY ELEVATIONS DURING INITIAL INSPECTION WORK. 18. ALL CONFINED SPACE ENTRY WORK SHALL COMPLY WITH STATE AND FEDERAL OSHA REQUIREMENTS. 19. CONTRACTOR SHALL OBTAIN RIGHTS -OF -ENTRY FROM PRIVATE PROPERTY OWNERS PRIOR TO ENTERING PRIVATE PROPERTY, THAT ARE NOT OTHERWISE PROVIDED BY THE COUNTY PRIOR TO COMMENCING OF WORK. 20. PIPES, MANHOLES AND LATERALS NOT SHOWN FOR REHABILITATION, REPLACEMENT OR ABANDONMENT ON DRAWINGS ARE EXCLUDED FROM THE WORK. 21. ALL PIPES DESIGNATED AS "TO BE REHABILITATED" SHALL BE LINED USING LINABOND. CONTRACTOR SHALL VERIFY CONDITION OF PIPE FOR SUITABILITY OF INSTALLATION. CHANGES TO THE SCHEDULED REHABILITATION SHALL BE APPROVED, IN ADVANCE OF ANY WORK, BY THE PROJECT REPRESENTATIVE. 22. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. 23. MH INVERT ELEVATIONS SHOWN ON THE DRAWINGS REPRESENT THE APPROXIMATE CENTER OF THE MANHOLE INVERT OR INVERT OF INCOMING SEWERS. 24. CONTRACTOR SHALL COMPLY WITH THE GOVERNING AGENCY NPDES CONSTRUCTION REQUIREMENTS, AND SHALL PROVIDE APPROPRIATE MITIGATION MEASURES OR PROTECTION AND RESTORATION AT ALL LOCATIONS AS REQUIRED BY THEIR OPERATIONS, AND AS DIRECTED BY PROJECT REPRESENTATIVE. 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL PROPERTY CORNER MARKERS. PROPERTY CORNER MARKERS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REESTABLISHED BY A PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF WASHINGTON. IN COM PLI "1C E VV ITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING rnair 01 /22/2019 ' SURFACE WATER UTILITY rstraka 01 /23/2019 GENERAL NOTES (CONT'D): 26. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING TREES, SHRUBS, AND PLANTS, UNLESS OTHERWISE NOTED. 27. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS THAT ARE NOT OTHERWISE PROVIDED BY THE COUNTY PRIOR TO COMMENCING OF WORK. 28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS, BUILDINGS, OR OTHER STRUCTURES RESULTING FROM CONTRACTORS CONSTRUCTION ACTIVITIES. REPAIRS SHALL BE MADE TO THE SATISFACTION OF THE OWNER AND THE PROJECT REPRESENTATIVE AT NO COST TO THE OWNER. 29. THE CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS TO ALL ADJOINING PROPERTIES ACCESSIBLE TO THE PUBLIC AND EMERGENCY VEHICLES. DESIGNS FOR MAINTAINING ACCESS WILL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE CONTROLLING AGENCY FOR REVIEW AND APPROVAL. 30. THE CONTRACTOR MUST HAVE AN APPROVED TCP PRIOR TO ANY CONSTRUCTION. 31. THE CONTRACTOR SHALL PREPARE AND SUBMIT DIVERSION OF FLOW PLAN PER THE CONTRACT DOCUMENTS. THE CONTRACTOR MUST HAVE AN APPROVED TEMPORARY BYPASS PLAN PRIOR TO ANY CONSTRUCTION. 32. ALL CONSTRUCTION SHALL BE AS SHOWN ON THESE PLANS; ANY REVISIONS SHALL HAVE THE PRIOR WRITTEN APPROVAL OF THE OWNER. 33. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITIONS BETWEEN NEW CONSTRUCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND FOR INGRESS AND EGRESS TO NEW CONSTRUCTION. THE EXTENT OF TRANSITIONS TO BE AS SHOWN ON PLANS, OR AS DESIGNATED IN THE FIELD BY PROJECT REPRESENTATIVE. 34. EXACT LOCATION OF ALL SAWCUT LINES MAY BE DETERMINED IN THE FIELD BY A PROJECT REPRESENTATIVE IF LOCATION ON PLANS IS NOT CLEARLY SHOWN, OR EXISTING PAVEMENT CONDITION REQUIRES RELOCATIONS. 35. EXCAVATIONS ON BOEING PROPERTY SHALL MEET THE FOLLOWING REQUIREMENTS: A. EXCAVATED MATERIAL FROM BOEING PROPERTY SHALL BE STOCKPILED ON BOEING PROPERTY FOR USE AS BACKFILL AND SHALL NOT BE COMINGLED WITH OFF -SITE (NON-BOEING PROPERTY) EXCAVATED MATERIALS. B. NO MATERIAL FROM EXCAVATIONS ON BOEING PROPERTY SHALL LEAVE THE PROPERTY FROM WHICH IT WAS EXCAVATED OR BE COMINGLED WITH OFF -SITE EXCAVATED MATERIAL. C. ANY ENCOUNTERED CONDITIONS WHICH PREVENT BACKFILL OF EXCAVATIONS ON BOEING PROPERTY WITH THE ORIGINALLY EXCAVATED MATERIAL MUST BE BROUGHT TO THE PROJECT REPRESENTATIVE'S ATTENTION IMMEDIATELY. 36. ROADWAY RESTORATION SHALL INCLUDE REPLACEMENT OF ROADWAY STRIPES AND LANE MARKERS TO PRE -CONSTRUCTION CONDITIONS. 37. A MINIMUM VERTICAL SEPARATION OF 12" SHALL BE PROVIDED BETWEEN ALL EXISTING UTILITIES AND PROPOSED TEMPORARILY BYPASS PIPING. ETHOFOAM SHALL BE INSTALLED BETWEEN UTILITY CROSSINGS WHERE A 12" SEPARATION CANNOT BE MET. MH R02-24 FLOW MONITORING NOTES: 1. THE CONTRACTOR SHALL INSTALL A FLOW MONITOR AT MH R02-24 FOR THE DURATION OF THE PROJECT. 2. REFER TO SECTION 33 31 40 OF THE SPECIFICATIONS FOR FLOW MONITORING REQUIREMENTS. 4C C 'Ada OVA10ft 1iffAV% 0 CAROLLO ENGINEERS, INC. 1218 3RD STREET, SUITE 1600 SEATTLE, WA 98101 PH:206-684-6532 FAX:206-903-0419 PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. 11 JAN UARY 2019 11 This document is released for the purpose of information exchange review and planning only under the authority of Erik J. Waligorski, P.E. (Washington License No. 38087) on January, 2019. It is not to be used for bidding, permit or construction purposes. SEATTLE BELLEVUE LAKE 9• SAMM. WASHINGTON 90 e vi W U cc 5 � MH R02-24 509 405 900 RENTON PROJECT AREA sis 99 169 TUKWILA aos DES 181 OINES VICINITY MAP FOR MH R02-24 SCALE: NONE MH R02-24 NE 44TH ST 5� T NE 43R N 42ND PL Uj Q z w O Q _z W I z O Q- v { tiQ0 TtiA< I This document is released for the purpose of information exchange review and planning only under the authority of Brian A. Sliger, P.E. (Washington License No. 55635) on January, 2019. It is not to be used for bidding, permit or construction purposes. LOCATION MAP FOR MH R02-24 SCALE: NONE DESIGNED/DRAWN: CHECKED: B. HAWES E. WALIGORSKI/ G. GOULD PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER: B. ISAAC NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 s KingCounty DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II GENERAL NOTES CITY OF RENTON #: R-403805 DATE: JAN UARY 2019 PROJECT FILE NO: 16-1123630 DRAWING NO: G005 SHT NO / TOTAL REV 0 5 36 NO: o I E F G 1 0 N E F G H w U z w w LL w 0 00 C'7 0 O 0 W Z O Z W ry LL O A, 3 3 X "' 2 00 cY) N O_ U 0 0 00 t M J 0 0 >' N J O U � z 00 r 1 0 0 co C Cn 00 ��"t �M� CO = I- �:,CD Im� �E �r� �Lom O X o T co to O N 3C� 0 2 N 0-0 M �I 0) o Y L 0 �IF-L� 0-ow �Q U d X 2 150 145 140 135 130 125 120 115 110 105 100 95 .N N C O M P L I A N C E V%' I T H C ITY OF RENTON STANDAR D S TRANSPORTATION OPERATION cbarnes 01/23/2019 DEVELOPMENT ENGINEERING ` �IL l rnair 01 /22/2019 Fi 0 �,I..�. //�® Cg:p CAROLLO ENGINEERS, INC. 1218 3RD STREET, SUITE 1600 SEATTLE, WA 98101 PH:206-684-6532 FAX:206-903-0419 C ELEVATION PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. 11 JAN UARY 2019 This document is released for the purpose of information exchange review and planning only under the authority of Erik J. Waligorski, P.E. (Washington License No. 38087) on January, 2019. It is not to be used for bidding, permit or construction purposes. This document is released for the purpose of information exchange review and planning only under the authority of Brian A. Sliger, P.E. (Washington License No. 55635) on January, 2019. It is not to be used for bidding, permit or construction purposes. ■ DESIGNED/DRAWN: CHECKED: B. HAWES E. WALIGORSKI/ G. GOULD PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER: B. ISAAC NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 C') GENERAL NOTES: N 1. SEE DWG G002 FOR KEY MAP. 0 0 0 2. SEE DWG G002 FOR ADDITIONAL LEGEND, 00 ABBREVIATIONS, AND SYMBOLS. U 3. SEE DWG G004 FOR DESIGN DATA. 4. SEE DWG G005 FOR GENERAL PROJECT NOTES. 5. ALL SURFACES TO BE REHABILITATED SHALL BE CLEANED PER SECTION 09 97 50 OF SPECIFICATIONS PRIOR TO APPLYING LINABOND. 6. SEE DWG G004 FOR TABLE OF MEASURED DEBRIS VOLUMES WITHIN PIPE SECTIONS. DEBRIS TO BE REMOVED PRIOR TO REHABILITATION PER SECTION 09 97 50 OF THE SPECIFICATIONS. Nt It 7. THE CONTRACTOR SHALL PROVIDE TRAFFIC L0 0 CONTROL PER THE APPROVED TRAFFIC CONTROL 0 PLAN (TCP). SEE SECTION 01 55 26 OF DI SPECIFICATIONS FOR THE TCP REQUIREMENTS. CONTRACTOR MUST HAVE AN APPROVED TCP 00 PRIOR TO ANY WORK WITHIN THE CITY OF RENTON R/W. 8. SEE SECTION 01 35 43 OF THE SPECIFICATIONS FOR SOIL MANAGEMENT REQUIREMENTS ON BOEING PROPERTY. KEY NOTES: (D APPROXIMATE LOCATION OF SS VAULT AT MH R01-31A. SEE DETAIL 1 ON DWG CT112 FOR VAULT W AS-BU I LTS. U) O2 BYPASS DISCHARGE WORK AREA. SEE BYPASS Q PUMPING PLANS (DWGS CT1 08-CT1 10). 0— OPROVIDE ROAD CLOSURE AT BURNETT AVE N FOR PROJECT DURATION. SEE SECTION 01 41 26 OF z SPECIFICATIONS FOR APPROVED WORK/STAGING O AREAS AND TRAFFIC CONTROL PLANS. O4 SEE SECTION 01 41 26 OF SPECIFICATIONS FOR APPROVED WORK/STAGING AREAS AND TRAFFIC CONTROL PLAN. OMAINTENANCE HOLE TO BE REHABILITATED PER J DETAIL 2, DWG C106. OREMOVE EXISTING FRP LADDER AND BRACKETS FROM MAINTENANCE HOLE. W WORK AREA SHOWN IN BOEING PARKING LOT IS 0 N APPROXIMATE. SEE SECTION 01 41 26 OF SPECIFICATIONS FOR USE AGREEMENT AND z APPROVED WORK/STAGING AREA. O INSTALL LINABOND LINER IN EXISTING PIPE PER 0 DETAIL 1, DWG C106.Lij U OPROVIDE STREET TREE PROTECTION IN WORK U) AREA AS NECESSARY. STREET TREES ARE NOT TO BE DAMAGED OR REMOVED WITHOUT PRIOR APPROVAL FROM THE CITY OF RENTON AND O PROJECT REPRESENTATIVE. LEGEND w U SEWER PIPE/MAINTENANCE HOLE TO BE REHABILITATED W WORK AREA Z COORDINATE CONTROL POINTS XX (TYP) (SEE DWG 0004) W 0 TEMPORARY SECURITY FENCING U) MERIDIAN I-- W.S.L.G.N.Z. U) NAD 83/2011 (BELLEVUE) Q W Z DATUM O 5Q NG I..L O METRO DATUM LL Z 95 U W O Know what's below. 0- CITY OF �CAITlIAI +4. Call before you dig. R-403806 Z O DEPARTMENT OF NATURAL RESOURCES & PARKS DATE: WASTEWATER TREATMENT DIVISION JANUARY 2019 z EASTSIDE INTERCEPTOR SECTION 2 W PROJECT FILE NO: REHABILITATION - PHASE II 10� 16-1123630 U— L9 NO: O Ki Cou PLAN AND PROFILE Cl01 >- SHT NO / TOTAL REV STA 1 +00 TO 10+00 6 36 NO: 0 U F V G V H 0 0 E F G H GENERAL NOTES: w U Z W w U- w 0 00 O Nt 0 W z O z W ry O A, u 3 N 0 U O 0 Q w 00 0 N ti 3 00 42 It 0 co U U O C I E 0) O -O z J o °, J ry O X CO co M N � O � U Q 3 000 p C: 0 AX 9 1000 � 0 � D M l � 2 I- >, co i w m " E rn C10:1 M X �rcco, to -, 6 N 5 .30� 251 N C. C. _ j o J Q co �I � 0� o ;0 l :�U I� 0-0 W U d X iw( 145 140 135 130 125 120 115 110 105 100 95 90 BOEING COMPANY 088661 I O UI D Y c 2 W _ 'W O f00 y O + O`R' _W__W__WFASSPH __ I U) I W z J 21 UI CQ G I I iff allI] iW1111 0010 RENTON, WA 98055 12+00 IN C 0MPLIANCE ITY OF RENTON STANDARD DEVELOPMENT ENGINEERING rnair 01 /22/2019 '� r1 V 0090 RENTON, WA 98055 iRIM1I11 CAROLLO ENGINEERS, INC. 1218 3RD STREET, SUITE 1600 SEATTLE, WA 98101 PH:206-684-6532 FAX:206-903-0419 INAIIIIIIIIII PLAN (STA 10+00 - 20+00) imeff ll+ eff ELEVATION PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. JAN UARY 2019 iC:ffIII] This document is released for the purpose of information exchange review and planning only under the authority of Erik J. Waligorski, P.E. (Washington License No. 38087) on January, 2019. It is not to be used for bidding, permit or construction purposes. BOEING COMPANY 088660 0060 RENTON, WA 98055 088660 0040 RENTON, WA 98055 fl=1I11 This document is released for the purpose of information exchange review and planning only under the authority of Brian A. Sliger, P.E. (Washington License No. 55635) on January, 2019. It is not to be used for bidding, permit or construction purposes. E I I C'7 O IU I(D 0 W IW 10 6 4 O U�v 1 3 0 ... _:........ Q 2d SIDEWALK `) ® Uj LANDSCAPED z 12 04 rvn 1 1 w� ASPHALT 1 U STA. 19+72.54 N=184282.30 Q E=1300889.92 40 20 0 40 80 SCALE IN FEET (HORIZ) IE:01111 DESIGNED/DRAWN: CHECKED: B. HAWES E. WALIGORSKI/ G. GOULD PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER: B. ISAAC NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 5 2.5 ,0 SCALE IN FEET (VERY) iRIM1111 K10111] 145 140 135 130 125 120 115 110 105 100 95 90 1. SEE DWG G002 FOR KEY MAP. 2. SEE DWG G002 FOR ADDITIONAL LEGEND, ABBREVIATIONS, AND SYMBOLS. 3. SEE DWG G004 FOR DESIGN DATA. 4. SEE DWG G005 FOR GENERAL PROJECT NOTES. 5. ALL SURFACES TO BE REHABILITATED SHALL BE CLEANED PER SECTION 09 97 50 OF SPECIFICATIONS PRIOR TO APPLYING LINABOND. 6. SEE DWG G004 FOR TABLE OF MEASURED DEBRIS VOLUMES WITHIN PIPE SECTIONS. DEBRIS TO BE REMOVED PRIOR TO REHABILITATION PER SECTION 09 97 50 OF THE SPECIFICATIONS. 7. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PER THE APPROVED TRAFFIC CONTROL PLAN (TCP). SEE SECTION 01 55 26 OF SPECIFICATIONS FOR THE TCP REQUIREMENTS. CONTRACTOR MUST HAVE AN APPROVED TCP PRIOR TO ANY WORK WITHIN THE CITY OF RENTON R/W. 8. SEE SECTION 01 35 43 OF THE SPECIFICATIONS FOR SOIL MANAGEMENT REQUIREMENTS ON BOEING PROPERTY. KEY NOTES: OAPPROXIMATE LOCATION OF MH R02-04. MH PAVED OVER. REMOVE CONCRETE PANEL(S) FOR ACCESS DURING CONSTRUCTION. FOLLOWING CONSTRUCTION, BRING MH TO GRADE AND REPLACE CONCRETE PANEL(S) PER DETAIL 2, DWG CT114. O2 SEE SECTION 01 41 26 OF SPECIFICATIONS FOR APPROVED WORK/STAGING AREAS AND TRAFFIC CONTROL PLAN. OMAINTENANCE HOLE TO BE REHABILITATED PER DETAIL 2, DWG C106. O4 INSTALL LINABOND LINER IN EXISTING PIPE PER DETAIL 1, DWG C106. O5 EXISTING SERVICE CONNECTION TO ESI PIPE. ROUTE FLOWS BELOW WORKING PLATFORM PER DETAIL 1, DWG C106. OPROVIDE STREET TREE PROTECTION IN WORK AREA AS NECESSARY. STREET TREES ARE NOT TO BE DAMAGED OR REMOVED WITHOUT PRIOR APPROVAL FROM THE CITY OF RENTON AND PROJECT REPRESENTATIVE. LEGEND ®SEWER PIPE/MANHOLE TO BE REHABILITATED WORK AREA HCOORDINATE CONTROL POINTS (TYP) (SEE DWG G004) TEMPORARY SECURITY FENCING MERIDIAN W.S.L.G.N.Z. NAD 83/2011 (BELLEVUE) METRO DATUM Know what's below. Call before you dig. DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION LaEASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II Icing Clounty PLAN AND PROFILE STA 10+00 TO 20+00 F G CITY OF RENTON #: R-403807 DATE: JAN UARY 2019 PROJECT FILE NO: 16-1123630 DRAWING NO: C102 SHT NO / TOTAL REV 0 7 36 NO: 1 0 3 C E F G H GENERAL NOTES: w U Z W w U- w 00 C'7 O O Nt 0 w I— z O z w ry II O W, K3 3 > co X co 00 M 0) N O U 0 0 00 rn 0 0 3 N It 2 3 00 N 0 ti 0 / o -0 z J o °, J ry O X CO co M co It O � U 0 Q 3 000 p �I ry 0 0 C ��"t o M � >, co i w m " E O X � � 81 D ,b N 5 .30� N _� j 'o J a co �I J 0o o b of l : F- LL 0-0 W 3 U 0-X - N O U V 0 w w U) O O + O N Q W w z J U CQ G K11011111 21+00 22+00 N COMPLIANCE WITH CITY OF RENTON STANDARDS MENT ENGINEERING Frnair 01 /22/2019 0 0 MIM1111 �,I..�. //A01%® ca CAROLLO ENGINEERS, INC. 1218 3RD STREET, SUITE 1600 SEATTLE, WA 98101 PH:206-684-6532 FAX:206-903-0419 C PLAN (STA 20+00 - 30+00) mulff 25+00 ELEVATION PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. JAN UARY 2019 W01I11 This document is released for the purpose of information exchange review and planning only under the authority of Erik J. Waligorski, P.E. (Washington License No. 38087) on January, 2019. It is not to be used for bidding, permit or construction purposes. 27+00 This document is released for the purpose of information exchange review and planning only under the authority of Brian A. Sliger, P.E. (Washington License No. 55635) on January, 2019. It is not to be used for bidding, permit or construction purposes. E 40 20 0 40 80 SCALE IN FEET (HORIZ) DESIGNED/DRAWN: CHECKED: B. HAWES E. WALIGORSKI/ G. GOULD PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER: B. ISAAC NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 O U V 0 w w U) O O + O ('7 Q W w z_ J U CQ G 5 2.5 0 5 10 SCALE IN FEET (VERY) 6II1111 01IM1I11 150 145 140 135 130 125 120 115 105 100 95 90 1. SEE DWG G002 FOR KEY MAP. 2. SEE DWG G002 FOR ADDITIONAL LEGEND, ABBREVIATIONS, AND SYMBOLS. 3. SEE DWG G004 FOR DESIGN DATA. 4. SEE DWG G005 FOR GENERAL PROJECT NOTES. 5. ALL SURFACES TO BE REHABILITATED SHALL BE CLEANED PER SECTION 09 97 50 OF SPECIFICATIONS PRIOR TO APPLYING LINABOND. 6. SEE DWG G004 FOR TABLE OF MEASURED DEBRIS VOLUMES WITHIN PIPE SECTIONS. DEBRIS TO BE REMOVED PRIOR TO REHABILITATION PER SECTION 09 97 50 OF THE SPECIFICATIONS. 7. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PER THE APPROVED TRAFFIC CONTROL PLAN (TCP). SEE SECTION 01 55 26 OF SPECIFICATIONS FOR THE TCP REQUIREMENTS. CONTRACTOR MUST HAVE AN APPROVED TCP PRIOR TO ANY WORK WITHIN THE CITY OF RENTON R/W. 8. SEE SECTION 01 35 43 OF THE SPECIFICATIONS FOR SOIL MANAGEMENT REQUIREMENTS ON BOEING PROPERTY. KEY NOTES: 1O SEE SECTION 01 41 26 OF SPECIFICATIONS FOR APPROVED WORK/STAGING AREAS AND TRAFFIC CONTROL PLAN. O2 MAINTENANCE HOLE TO BE REHABILITATED PER DETAIL 2, DWG C106. OTEMPORARY SECURITY FENCING FOR ACCESS TO MH R02-06. REMOVE WROUGHT IRON FENCE AND REPLACE FOLLOWING CONSTRUCTION PER DWG L100-L101. O4 REMOVE EXISTING FRP LADDER AND BRACKETS FROM MAINTENANCE HOLE. OINSTALL LINABOND LINER IN EXISTING PIPE PER DETAIL 1, DWG C106. OEXISTING SERVICE CONNECTION TO ESI PIPE. ROUTE FLOWS BELOW WORKING PLATFORM PER DETAIL 1, DWG C106. O7 PROVIDE COORDINATION WITH KING COUNTY METRO FOR RELOCATION OF BUS STOP AS REQUIRED BY SECTION 01 55 26 AND APPROVED TCP. O8 PROVIDE STREET TREE PROTECTION IN WORK AREA AS NECESSARY. STREET TREES ARE NOT TO BE DAMAGED OR REMOVED WITHOUT PRIOR APPROVAL FROM THE CITY OF RENTON AND PROJECT REPRESENTATIVE. LEGEND SEWER PIPE/MANHOLE TO BE REHABILITATED WORK AREA HCOORDINATE CONTROL POINTS (TYP) (SEE DWG 0004) TEMPORARY SECURITY FENCING MERIDIAN W.S.L.G.N.Z. NAD 83/2011 (BELLEVUE) METRO DATUM Know what's below. Call before you dig. DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION ItLaEASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II Icing Clounty PLAN AND PROFILE STA 20+00 TO 30+00 F IF G CITY OF RENTON #: R-403808 DATE: JAN UARY 2019 PROJECT FILE NO: 16-1123630 DRAWING NO: C 103 SHT NO / TOTAL REV 0 8 36 No 1 0 0 E F G H GENERAL NOTES: w U Z W w U- w OD CIO O O Nt 0 LLJ I— z O z LLJ ry LL O W, Ica 3 co X co 0 M 0) N O 00 0 0 Q rn 00 0 3 N It m 2 00 N 0 ti 0) o -0 z J 0 °CL J IY O X CO co M O U Q 3 000 p 0 AX C 3 "t o M l � 2 I- >, co i w m " E rn o (D <14 o0 CM O N co D , N 5 .30� CD N J Q M C:I j 0) 0) o So � e a) o l : F- U- 0-0 W 3 U d X I I co O r 0 I (D LLJ LLJ U) O O + O CM Q W UJI z_ J U CQ G KIN I UN, VVA 9bUbb IN OIVI PLI % ICE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 0 rnair 01 /22/2019 L:3 C2nICC CAROLLO ENGINEERS, INC. 1218 3RD STREET, SUITE 1600 SEATTLE, WA 98101 PH:206-684-6532 FAX:206-903-0419 NNAIIIIIII1110% PLAN (STA 30+00 - 40+00) ELEVATION PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. JAN UARY 2019 PUGET SOUND ENERGY/ ELEC 082305 9178 920 LAKE WASHINGTON BLVD N RENTON, WA 98055 This document is released for the purpose of information exchange review and planning only under the authority of Erik J. Waligorski, P.E. (Washington License No. 38087) on January, 2019. It is not to be used for bidding, permit or construction purposes. This document is released for the purpose of information exchange review and planning only under the authority of Brian A. Sliger, P.E. (Washington License No. 55635) on January, 2019. It is not to be used for bidding, permit or construction purposes. E 40 20 0 40 80 SCALE IN FEET (HORIZ) DESIGNED/DRAWN: CHECKED: B. HAWES E. WALIGORSKI/ G. GOULD PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER: B. ISAAC NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 L0 O �Un V W W U) O O + O Nt Q W Uj z_ J U CQ G 5 2.5 0 5 10 SCALE IN FEET (VERY) 150 145 140 135 130 125 120 1. SEE DWG G002 FOR KEY MAP. 2. SEE DWG G002 FOR ADDITIONAL LEGEND, ABBREVIATIONS, AND SYMBOLS. 3. SEE DWG G004 FOR DESIGN DATA. 4. SEE DWG G005 FOR GENERAL PROJECT NOTES. 5. ALL SURFACES TO BE REHABILITATED SHALL BE CLEANED PER SECTION 09 97 50 OF SPECIFICATIONS PRIOR TO APPLYING LINABOND. 6. SEE DWG G004 FOR TABLE OF MEASURED DEBRIS VOLUMES WITHIN PIPE SECTIONS. DEBRIS TO BE REMOVED PRIOR TO REHABILITATION PER SECTION 09 97 50 OF THE SPECIFICATIONS. 7. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PER THE APPROVED TRAFFIC CONTROL PLAN (TCP). SEE SECTION 01 55 26 OF SPECIFICATIONS FOR THE TCP REQUIREMENTS. CONTRACTOR MUST HAVE AN APPROVED TCP PRIOR TO ANY WORK WITHIN THE CITY OF RENTON R/W. 8. SEE SECTION 01 35 43 OF THE SPECIFICATIONS FOR SOIL MANAGEMENT REQUIREMENTS ON BOEING PROPERTY. KEY NOTES: OSEE SECTION 01 41 26 OF SPECIFICATIONS FOR APPROVED WORK/STAGING AREAS AND TRAFFIC CONTROL PLAN. O2 BYPASS INTAKE AREA. SEE BYPASS PUMPING PLANS (DWGS CT108-CT110). OMAINTENANCE HOLE TO BE REHABILITATED PER DETAIL 2, DWG C106. 4O PREVIOUS ESI REHABILITATION PROJECT WITH LINABOND LINER EXTENDED APPROXIMATELY 200' DOWNSTREAM OF MH R02-08. PIPE REHABILITATION COMPLETED WITH THIS PROJECT SHALL OVERLAP THE EXISTING REHABILITATION BY A MINIMUM OF 4" PER DETAIL 3, DWG C107. OINSTALL LINABOND LINER IN EXISTING PIPE PER DETAIL 1, DWG C106. OMAINTAIN ALL EXISTING ACCESS TO ELECTRICAL SUBSTATION DURING CONSTRUCTION. O7 EXISTING SERVICE CONNECTION TO ESI PIPE. ROUTE FLOWS BELOW WORKING PLATFORMS PER DETAIL 1, DWG C106. OAREA RESERVED FOR PROJECT JOB TRAILER(S) AND CONSTRUCTION PARKING. LEGEND ® SEWER PIPE TO BE REHABILITATED WORK AREA STAGING AREA FXX COORDINATE CONTROL POINTS (TYP) x x(SEE DWG 0004) MERIDIAN 115 w.S.L.G.N.z. NAD 83/2011 (BELLEVUE) 105 100 95 90 Know what's below. Call before you dig. DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION LaEASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II Icing Clounty PLAN AND PROFILE STA 30+00 TO 40+00 F IF G CITY OF RENTON #: R-403809 DATE: JANUARY 2019 PROJECT FILE NO: 16-1123630 DRAWING NO: C104 SHT NO / TOTAL I REV 9 36 NO:0 1 A A B A C A D A E F G H GENERAL NOTES: LU U Z LU LU w O OD C'7 O O 0 W z O z W ry LL O A, Ica C0 X M 00 M N O U O O 00 00 O N 00 4 N O coItt ti 0) 3 o -0 J 0 °, J ry 0, X (M 00 M L0 'IT O U Q 00 0) > rn 3 0 p 1 �I ry 0 >�� i M 1 CO 00 00 ��L� M O X M O > r n N C� 0 CD N 1 QM I 0)� o ,Yo(D 30�U) 1 �IF-LLi(D w o�Q 1 U a- X - O U V W W U) O (0 O Q U) W z J U CQ G U 135 1.........::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::......::::.................. ...... ...... ....... M.. ...... ...... ....... 135 V...... .......... :.......... :.......... :. MO 00 Cfl.:.� ... . ...................... O cq.: (p .......;.......... ;......... .........: 130 ........:..........:........ ....... I N ..... .... APPROXIMATE........ � + Lr) ...... .:.......... :......... .�..i . ...... ...... ...... .........: ........ ;........., 130 ........:..........:..EXISTING W:.......... GRADE ....:_.< :.. ....... :.......... :..........:n .......................... Ez.......:..........:......... ,.......... W............. ..................................:. 125 /L:_: ..........:..........:..........:..........:..........:.............................. :... ._._._._._:._._._....._. ._._:._................. :......... 125 O ..... :::::: :::::: :::::: :::::: :::::: :::::: :::::: ::::::: ' CD ...... ...... ...... ...... ...... ...... ...... ; d' :...... ...... ...... ...... ...... ...... ...... ...... ....... 115 ............. .....:.......... .......... .......... .......... ... ..... .......... ............................ : 115 `�^ VJ ...... ...... ...... ...... ...... ...... ...... .... ...... ....... W...... ...... ...... ...... ...... ...... ...... .... ...... ....... 110 z ........ :.......... :.......... :.......... :.......... :.......... :.......... :..........:......... .......... : 110 J 1 ..: :.......... :.......... :......... ................. RCP.S-0:0008. ...........:::::::::::::............................................. ..........96 U=.........:.... .... ...... ...... ...... ...... ...... ...... ......:105 105 100 ...... ...... ...... ...... ...... ...... ...... ...... ....... 100 ....... ...... ...... ...... ...... ...... ...... ....... 90 ......:...... ...... ..............;..........:............................. ,.........; 90 Q1II1I11 �WlIfj IN COMPLIANCE WITH CITY OF F ENTON STANDARDS VELOPMENT ENGINEERING rnair 01 /22/2019(DI I e 4C C 'Ada AffiffA0% 0 CAROLLO ENGINEERS, INC. 1218 3RD STREET, SUITE 1600 SEATTLE, WA 98101 PH:206-684-6532 FAX:206-903-0419 PLAN (STA 40+00 - 41 +08.30) ELEVATION PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. 11 JAN UARY 2019 I This document is released for the purpose of information exchange review and planning only under the authority of Erik J. Waligorski, P.E. (Washington License No. 38087) on January, 2019. It is not to be used for bidding, permit or construction purposes. This document is released for the purpose of information exchange review and planning only under the authority of Brian A. Sliger, P.E. (Washington License No. 55635) on January, 2019. It is not to be used for bidding, permit or construction purposes. 40 20 0 40 80 SCALE IN FEET (HORIZ) DESIGNED/DRAWN: CHECKED: B. HAWES E. WALIGORSKI/ G. GOULD PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER: B. ISAAC NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 5 2.5 0 5 10 SCALE IN FEET (VERY) s KingCounty 1. SEE DWG G002 FOR KEY MAP. 2. SEE DWG G002 FOR ADDITIONAL LEGEND, ABBREVIATIONS, AND SYMBOLS. 3. SEE DWG G004 FOR DESIGN DATA. 4. SEE DWG G005 FOR GENERAL PROJECT NOTES. 5. ALL SURFACES TO BE REHABILITATED SHALL BE CLEANED PER SECTION 09 97 50 OF SPECIFICATIONS PRIOR TO APPLYING LINABOND. 6. SEE DWG G004 FOR TABLE OF MEASURED DEBRIS VOLUMES WITHIN PIPE SECTIONS. DEBRIS TO BE REMOVED PRIOR TO REHABILITATION PER SECTION 09 97 50 OF THE SPECIFICATIONS. 7. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PER THE APPROVED TRAFFIC CONTROL PLAN (TCP). SEE SECTION 01 55 26 OF SPECIFICATIONS FOR THE TCP REQUIREMENTS. CONTRACTOR MUST HAVE AN APPROVED TCP PRIOR TO ANY WORK WITHIN THE CITY OF RENTON R/W. 8. SEE SECTION 01 35 43 OF THE SPECIFICATIONS FOR SOIL MANAGEMENT REQUIREMENTS ON BOEING PROPERTY. KEY NOTES: 1O SEE SECTION 01 41 26 OF SPECIFICATIONS FOR APPROVED WORK/STAGING AREAS AND TRAFFIC CONTROL PLAN. O2 BYPASS INTAKE AREA. SEE BYPASS PUMPING PLANS (DWGS CT108-CT110). LEGEND WORK AREA STAGING AREA XX COORDINATE CONTROL POINTS (TYP) (SEE DWG G004) 40 20 0 40 80 SCALE IN FEET (HORIZ) 5 2.5 0 5 10 SCALE IN FEET (VERY) MERIDIAN W.S.L.G.N.Z. NAD 83/2011 (BELLEVUE) METRO DATUM Know what's below. CITY OF RFNVTnnl it - Call before you dig. R-403810 DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II PLAN AND PROFILE STA 40+00 TO 41+08.30 G DATE: JAN UARY 2019 PROJECT FILE NO: 16-1123630 DRAWING NO: C105 SHT NO / TOTAL REV 0 10 36 NO: o E F 1 L MO MW LW r N O LO T O N U Y Z _O H 0 L LJ LU J_ L.L Of L LI O m T O m J 7 O m J O O O T U T T Q 00 00 O T M T co ti 00 O U) (D m L N L U O O Q O) C Y O 31 a :i U) (0 2 m m E Q O Lf) M M N T O N ce) U N w H H O J d w U z W w U- w 0 0 E F G H MW C J 0 1 O Nt 1 0 LLI z O I- z ryNW LL O , u 3 2 c 0 c cn COCo 000 0m E �o� > N m O N X 04 CO � M 0 T N 3-� 0 * N � - a M_—I 0)0 o YLl N Ob wQ a OJ , NO do X EDGE OF PVC LINING SEAM MATERIAL 2" SEAM MATERIAL BEAD OF SEAM MATERIAL 4" MIN OVERLAP (0.08"-0.2" THICK) (0.08"-0.2" THICK) EDGE OF PVC LINING (0.08"-0.2" THICK) Y�4 EXIST PROTECTIVE 1 CONC SURFACE MIN PVC LINER CONC SURFACE 2 PVC LINER COATING OR EXIST PVC LINER I PLASTIC LINER PLATE I �d. tr V.a .. ..e V .p _ Q:.° a p d. a . .° .. p'd .p e d ZA eq. e d a p.•. z d a 'dd e d... e. p p Q : d ° 1" CONCRETE STRUCTURAL POLYMER SAW CUT WIDTH: Y8%Y4" DEPTH: Y4"-Y2" d a .p Q p e:' Q p. O .. p'd :o d :e a p ' '''p 'd .p ' d e ° Al' A d p' p. z AA e' dp. Qp . d .� Qp p � . p. d A. "Q ep. O ..a e e ° .'� d e p a. p d e °. e. p Q e a 1" CONCRETE STRUCTURALPOLYMER SAW CUT WIDTH: Y8"- Y4" DEPTH: Y4"-%" TERMINATION TERMINATION BELOW THE WATERLINE 1 ABOVE THE WATERLINE 2 SCALE: 6"=1'-0" C106 SCALE: 6"=1'-0" C106 STRUCTURALPOLYMER VINYLTHANE PVC LINER $ o 'e o , , . ; . BEAD OF SEAM MATERIAL ° D ° ., (0.08"-0.2" THICK) . ° ° °., e' ° .e . e ° PVC LINER a ° °. D ° ° D ° STRUCTURAL ° D °N- w 7. .'° o POLYMER ° PVC LINER FF Qw VINYLTHANE PVC LINER z v ,. ° tv D ,.' 9 CONCRETE CONCRETE ° a q °. D .D.. PVC LINER '° �*. v' ° BEAD OF SEAM MATERIAL ;. (0.08"-0.2" THICK) m'. PVC LINER ° a PROTECTIVE LINING PROTECTIVE LINING AT INSIDE CORNER 5 AT OUTSIDE CORNER 6 SCALE: 6"=1'-0" C106 SCALE: 6"=1'-0" C106 REVISION DESCRIPTION BY IAPVDI DATE B CAROLLO ENGINEERS, INC. 1218 3RD STREET, SUITE 1600 SEATTLE, WA 98101 PH:206-684-6532 FAX:206-903-0419 e e _ p ° - -4 Q d� e d Q . 'ep _ d p e ' d p. d .. d . d d dp . p. d .. . e 4. L p d a ° d a. ... ° d p d °, a SAW CUT CONCRETE WIDTH: Y8%Y4" SURFACE TREATMENT ON EXIST DEPTH: Y4"-Y2" PROTECTIVE COATING OR EXIST STRUCTURAL PLASTIC LINER PLATE POLYMER PROTECTIVE LINING TO EXISTING EPDXY OR POLYESTER COATING OR EXISTING PLASTIC LINER SCALE: 6"=1'-0" PVC LINER STRUCTURAL POLYMER BEAD OF SEAM MATERIAL (0.08"-0.2" THICK) Y. v a ° SAW CUT WIDTH. Y8"- Y4" DEPTH: Y4"-Y2" r CONCRETE I STEEL, CONCRETE, OR FIBERGLASS PIPE/SLEEVE FLUSH AT WALL, SLAB, OR BEAM SCALE: 6"=1'-0" THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET. PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. IJAN UARY 2019 I This document is released for the purpose of information exchange review and planning only under the authority of Erik J. Waligorski, P.E. (Washington License No. 38087) on January, 2019. It is not to be used for bidding, permit or construction purposes. This document is released for the purpose of information exchange review and planning only under the authority of Brian A. Sliger, P.E. (Washington License No. 55635) on January, 2019. It is not to be used for bidding, permit or construction purposes. ■ BEAD OF SEAM MATERIAL (0.08"-0.2" THICK) 1" 4" MIN OVERLAP PVC LINER d . ' ,._d d p a. 7 ap d dp p °. V dp. e e d p' A. .e .: 4 - p.' ° d . e. L ° 8 .. Q ° e p p d . a. .' a p. p �' p _ d .p' p.e .e - a . CONCRETE STRUCTURALPOLYMER PROTECTIVE LINING AT 3 LINER SEAMS (OVERLAP JOINTS C 104 SCALE: 6"=1 '-0" STEEL, CONCRETE, OR FIBERGLASS PIPE, SLEEVE, OR OPENING DESIGNED/DRAWN: CHECKED: B. HAWES E. WALIGORSKI/ G. GOULD PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER: B. ISAAC NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 PVC LINER STRUCTURAL POLYMER CONCRETE BACKER ROD PIPE JOINT r8 SCALE: 6"=1'-0" C106 NOTE: SEE SECTION 09 95 50 OF SPECIFICATIONS FOR ADDITIONAL LINABOND INSTALLATION REQUIREMENTS. DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II Icing Clounty L I N A B O N D DETAILS I_LI C/) Q n 1 3 z C106 0 S203 Q m Q LU ry CV z O U LLI W O I- W U I_LI z W 0 v / I- C) Q W Z O 5Q NG I..L O H z U LLI O L.1_ z O DATE: JAN UARY 2019 z LLI PROJECT FILE NO: n/ 16-1123630 ILL DRAWING NO: O C 107 SHT NO / TOTAL REV 12 36 NO 0 U 0 o F V G 1 0 13 X 9 E F A G H w U z w Ir w LL_ w IY O 00 O O 1 LU z O z LU ry LL O I— A, u v o_ U 0 0 Q 00 00 0 3 3 N 0 U 0 0 Q 00 Co o_ 4 0 U 0 00 rn 00 0 3 M 0 0 2 0 Q 00 0 Co o_ N J z 13 0 O c� n' J O ?� X (M 00 o co U 0 0.) 1 o �I c ry 0 cco 0Y 3 't M CO = �:,� lm� �E �"Ctl� (D N m X CN � M 0 �oc`'o to O0 N 3C� 0 2 N _- 51 M —I 0) N o Y N 0 �IF-LW w Q-O0�Q U a- X 7-5 BYPASS DISCHARGE AREA. SEE BYPASS DISCHARGE PLAN, DWG CT112. I Z I �_ I�OD L.L W W LLI W- -W--W- OI;RASS O Q I— UI LLI I z J 0 F---I Cal G Z 'F� I I II I I I u II 0 N o� II I I II I I II II � II II 8 p 1 I , C. II CROSSWALK 6 vp o II I 10a BOEING COMP it 8 p0 072305 i i 53 �x 9100 i i n 660 LOGAN AVE � C ------EP-T-GN;-WA -9�895 — 9 RIM Z EL-126.49 11 11 ICI �I T- �II fill:- �� 2 III RIM EL-127.00 CL CHAN EL-103.1 I-IFIFFS AUTO REPAIR 3 11 1 I1 1 8 -----— — — 722450 — — — — — — —J1_1L_I� �I 51 + 4 0315 5 0' R/W I 7 I546 BURNETT AVE C ANEL-116.8 RENTON. WA 98055 I N C 0 M P LIAN C E WITH C ITY OF RENTON STAN DAR DS DEVELOPMENT ENGINEERING rnair 01 /22/20190 0 LA A 0010 RENTON, WA 98055 O ASPHALT 4 L ® ® L LOGAN AVE N � GRASS vp# !f 4�00 r, �'� 5+00 ELK SS G 54 BOEING COMPANY 2 088661 0020 10 6 660 LOGAN AVE N RENTON, WA 98055 i 96METRO SEWER i 9fi MEMO SEVIER i i RIM AN EA2 CL CHAN L=103.8 PLAN (STA 1+00 - 10+00) BOEING COMPANY 088661 0090 RENTON, WA 98055 4C C A04 NiVAPW 0 CAROLLO ENGINEERS, INC. 1218 3RD STREET, SUITE 1600 SEATTLE, WA 98101 PH:206-684-6532 FAX:206-903-0419 o (STA 10+00 - 20+00) PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. IJAN UARY 2019 I I This document is released for the purpose of information exchange review and planning only under the authority of Erik J. Waligorski, P.E. (Washington License No. 38087) on January, 2019. It is not to be used for bidding, permit or construction purposes. n IA -?ASg - ii KEY NOTES (CONT'D): OREPLACE SIDEWALK DAMAGED BY TRENCHING FOLLOWING CONSTRUCTION PER DETAIL 5, DWG CT113. NO CURB AND GUTTER. O7 REPLACE CURB/GUTTER DAMAGED BY TRENCHING PER DETAIL 4, DWG CT113. OPROVIDE STREET TREE PROTECTION AND DO NOT TRENCH WITHIN TREE CANOPY DRIP LINE. NO TREES WITHIN THIS AREA SHALL BE DAMAGED OR REMOVED DURING CONSTRUCTION. OSEE SECTION 01 41 26 OF SPECIFICATIONS FOR APPROVED BYPASS PIPING INSTALLATION AREAS OUTSIDE R/W. 10 REPLACE EXISTING PRECAST TRAFFIC CURBING WITH TYPE C CURB PER WSDOT STANDARD PLAN CD-1 FOLLOWING PAVEMENT REPLACEMENT, APPROXIMATELY 40 LF. This document is released for the purpose of information exchange review and planning only under the authority of Brian A. Sliger, P.E. (Washington License No. 55635) on January, 2019. It is not to be used for bidding, permit or construction purposes. BOEING COMPANY 072305 9001 I 737 LOGAN AVE N BOEING COMPANY RENTON, WA 98055 088661 ILL LU 0090 J RENTON, WA 98055 I 0� 9+00 I LL.I 56 10 O 4 J ^0 13 LL.I 7 IW 12 1 U] 11 . „` 7 ASPHAL 0 O0. WA—- -P- gyp# 98• METRO--IL_p-_ 55 GRASS v ) _LANDSCAPED GRAIN GRATE ,..,^�N LIN ch D rAAIN I INKLLJ II> _z N� II r I- z l J II D = 11 N x � y m II ,z v u LANDSCAPm # U I � I I ITF DEVELOPMENTS LLCM 088661 0010 40 20 0 40 80 SCALE IN FEET (HORIZ) CPT THE LANDING 088660 0040 RENTON, WA 98055 DESIGNED/DRAWN: CHECKED: B. HAWES E. WALIGORSKI/ G. GOULD PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER: B. ISAAC NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 F i BOEING COMPANY 088660 0060 RENTON, WA 98055 0 � 20 0 IW LU U) ------ O — 96. METRO SEWER 0 'ETE a O �+ IN LANDSCAPED + U/ Iz IJ MERIDIAN = W.S.L.G.N.Z. U NAD 83/2011 (BELLEVUE) l Ca G I DATU M s KingCounty METRO DATUM GENERAL NOTES: 1. SEE DWG G002 FOR KEY MAP. 0 0 2. SEE DWG G002 FOR ADDITIONAL LEGEND, 00 ABBREVIATIONS, AND SYMBOLS. U 3. SEE DWG G004 FOR DESIGN DATA. 4. SEE DWG G005 FOR GENERAL PROJECT NOTES. 5. ALL SURFACES TO BE REHABILITATED SHALL BE CLEANED PER SECTION 09 97 50 OF SPECIFICATIONS PRIOR TO APPLYING LINABOND. 6. SEE DWG G004 FOR TABLE OF MEASURED DEBRIS VOLUMES WITHIN PIPE SECTIONS. DEBRIS TO BE REMOVED PRIOR TO REHABILITATION PER SECTION 09 97 50 OF THE SPECIFICATIONS. 7. THE CONTRACTOR SHALL PROVIDE TRAFFIC L0 0 CONTROL PER THE APPROVED TRAFFIC CONTROL 0 PLAN (TCP). SEE SECTION 01 55 26 OF Oi SPECIFICATIONS FOR THE TCP REQUIREMENTS. CONTRACTOR MUST HAVE AN APPROVED TCP 00 PRIOR TO ANY WORK WITHIN THE CITY OF T- RENTON R/W. 8. SEE SECTION 01 35 43 OF THE SPECIFICATIONS FOR SOIL MANAGEMENT REQUIREMENTS ON BOEING PROPERTY. KEY NOTES: OFOLLOWING BYPASS OPERATIONS, REMOVE TRENCHED BYPASS PIPING AND RESTORE w ASPHALT PAVEMENT PER DETAIL 1, DWG CT114. U) O2 FOLLOWING BYPASS OPERATIONS, REMOVE Q TRENCHED BYPASS PIPING AND RESTORE LANDSCAPING PER LANDSCAPE RESTORATION PLANS, DWGS 1-100-1-101. 1 OBRING BYPASS DISCHARGE PIPING TO GRADE AT Z BYPASS DISCHARGE AREA. O (DFOLLOWING BYPASS OPERATIONS, REMOVE TRENCHED BYPASS PIPING AND RESTORE Q CONCRETE PAVEMENT PER DETAIL 2, DWG CT114. REPLACE ALL CONCRETE PANELS IMPACTED BY J TRENCHING. 00 O5 BYPASS PIPING TRENCHED THROUGH Q DECORATIVE CONCRETE INTERSECTIONS AND CROSSWALKS. FOLLOWING BYPASS OPERATIONS, w REMOVE TRENCHED BYPASS PIPING AND RESTORE DECORATIVE CONCRETE PAVEMENT PER DETAIL 3, DWG CT114. REPLACE ALL N CONCRETE PANELS IMPACTED BY TRENCHING. z O LEGEND O O OVERLAND BYPASS PIPING LU U) STANDARD TRENCHED BYPASS PIPING PER DETAIL 1, DWG CT113. SEE PROFILE FOR APPROXIMATE 0 EXISTING UTILITY ELEVATIONS SHALLOW TRENCHED BYPASS PIPING w PER DETAIL 2, DWG CT113. SEE PROFILE FOR APPROXIMATE EXISTING U UTILITY ELEVATIONS W OVERLAND BYPASS PIPING INSTALLED ON RACKS PER DETAIL 3, DWG CT113 z (TYP). — ® WORK AREA w 0 APPROXIMATE LIMITS OF ASPHALT U) AND/OR CONCRETE PAVING REPAIR U) XX COORDINATE CONTROL POINTS (TYP) (SEE DWG G004) w TEMPORARY SECURITY FENCING Z CROSSING COORDINATE (SEE O OUTILITY XX DWG 0004) 5Q L O LL z U O L.1_ Know what's below. 0- CITY OF PFNTnN ;t- z Call before you dig. R-40381 1 0 DEPARTMENT OF NATURAL RESOURCES & PARKS DATE: (— WASTEWATER TREATMENT DIVISION JANUARY 2019 z EASTSIDE INTERCEPTOR SECTION 2 LU REHABILITATION - PHASE II PROJECT FILE NO: n/ 16-1123630 U- DRAWING NO: O BYPASS PLAN CT1 08 STA 1 +00 TO 20+00 SH13o 36AL REV NO: 0 � 1 G V H V 0 IQ C E F A G H GENERAL NOTES: co ti w U z w w LL w 0 M 0 0 W I— Z 0 Z W ry LL 0 A, u 3 0 U 0 0 Q 00 rn 00 0 o_ U O 9 Q 00 00 O 7 o_ U 9 2 00 0) 00 0 0 U 0 00 >1 00 O ' O N J o C) 7 U z 00 00 0 o p r ry O C CQ 00 M CO = 0000 IE �O� (DLnm O N X � O T N 3C� 0 2 N 0-0 CO �I C:0) O YLl N 0brU) �IF_LW w �o0Q U d X I �I rr= V ASPH � b 7RA N CAN Uj ASPH SIDEWALK LANDSCAPED WI ----79-------� W---- - - - - - - \SUN a-1 n9_nal 00 RIM HAN E -105.0 _ DQ p CL CHAN EL-105.0 1. QED C) 31 +00 + O 0 MI al W LIJ Z JI UI CQ G I I LANDSCAPED ASP, �"rWA Nk 32+00 P CPT THE LAND'NG / 088660 0010 RENTON, WA 98055 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING _� rnair 01 /22/2019 ' ■ 0 ■ 0 98'ME7R0 SEWER -- — —— — — — — — — R. 00 PLAN (STA 20+00 - 30+00) BNSF 082305 x xUDDLAS H f R0'Y-O N CAITrIAI 1Ain ,.._ x BOEING COMPANY 088660 \IRENTON, WA 98055 CL CHAN I I 65 ""°S°APm ® LL W __ -----28+00_—----_00 �� J CONCRETE 29+00 v� �— — C7 W 0 LOGq/V qVE N 3 W W U) 0 O JG + 0 ® M >5 ~ RENTON W N 1. SEE DWG G002 FOR KEY MAP. 0 0 2. SEE DWG G002 FOR ADDITIONAL LEGEND, 00 ABBREVIATIONS, AND SYMBOLS. U 3. SEE DWG G004 FOR DESIGN DATA. 4. SEE DWG G005 FOR GENERAL PROJECT NOTES. 5. ALL SURFACES TO BE REHABILITATED SHALL BE CLEANED PER SECTION 09 97 50 OF SPECIFICATIONS PRIOR TO APPLYING LINABOND. 6. SEE DWG G004 FOR TABLE OF MEASURED DEBRIS VOLUMES WITHIN PIPE SECTIONS. DEBRIS TO BE REMOVED PRIOR TO REHABILITATION PER SECTION 09 97 50 OF THE SPECIFICATIONS. 7. THE CONTRACTOR SHALL PROVIDE TRAFFIC 0 CONTROL PER THE APPROVED TRAFFIC CONTROL 0 PLAN (TCP). SEE SECTION 01 55 26 OF OI SPECIFICATIONS FOR THE TCP REQUIREMENTS. CONTRACTOR MUST HAVE AN APPROVED TCP 00 PRIOR TO ANY WORK WITHIN THE CITY OF T_ RENTON R/W. 8. SEE SECTION 01 35 43 OF THE SPECIFICATIONS FOR SOIL MANAGEMENT REQUIREMENTS ON BOEING PROPERTY. KEY NOTES: 088660 Y OF Z 001, RN�r0N, I J o FOLLOWING BYPASS OPERATIONS, REMOVE STORE w q I = TRENCHED BYPASS PIPING AND ASPHA T PAVEMENT PER DETAIL DWG CT114. W 98055 O2 FOLLOWING BYPASS OPERATIONS, REMOVE U) KEY NOTES (CONTID): C TRENCHED BYPASS PIPING AND RESTORE 0- c CONCRETE PAVEMENT PER DETAIL 2, DWG CT114. 4O FOLLOWING BYPASS OPERATIONS, REMOVE I REPLACE ALL CONCRETE PANELS IMPACTED BY TRENCHING. I z TRENCHED BYPASS PIPING AND RESTORE I 0 LANDSCAPING PER LANDSCAPE RESTORATION O BYPASS PIPING TRENCHED THROUGH PLANS, DWGS L100-L101. DECORATIVE CONCRETE INTERSECTIONS AND O5 MAINTAIN ALL EXISTING ACCESS TO ELECTRICAL CROSSWALKS. FOLLOWING BYPASS OPERATIONS, REMOVE TRENCHED BYPASS PIPING AND Q SUBSTATION DURING CONSTRUCTION. RESTORE DECORATIVE CONCRETE PAVEMENT OSEE SECTION 01 41 26 OF SPECIFICATIONS FOR PER DETAIL 3, DWG CT114. REPLACE ALL CONCRETE PANELS IMPACTED BY TRENCHING. J 00APPROVED 4O 2O O 40 $� BYPASS PIPING INSTALLATION AREAS Q OUTSIDE R/W. SCALE IN FEET (HORIZ) 2 PUGET SOUND ENERGY/ ELEC 082305 9178 920 LAKE WASHINGTON BLVD N RENTON, WA 98055 I x X x X X — — — — — — — — 38+00 39+00 - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L :::..: — / — XOO E T R O — SEWER ® A ALT�� 32 ,,d --P--P-- P--P-- - 33 -A # 757TH AVE 6 # " BOEING COMPANY r ___ ---- — —----------- t=="1�---sue .•. '�� rL 088660 < Q 30 I 1 11 31 66 0060 x 6 (l�7XOl 11 / ��. O 4 IE(nj lR`. :..;:T 12— /I---/®�\�\ CL x RENTON, WA 98055 34+00 - 29 `\ ELECTRICAL x SUBSTATION / 35+00 OG + qV�� 28 1 ® 67 ��\ �R�SLKN IA I Il �'�=r � � �_ /A / O Il 11 P — a PLAN (STA 30+00 - 40+00) �,rw //�® Ca CAROLLO ENGINEERS, INC. 1218 3RD STREET, SUITE 1600 SEATTLE, WA 98101 PH:206-684-6532 FAX:206-903-0419 C PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. JAN UARY 2019 This document is released for the purpose of information exchange review and planning only under the authority of Erik J. Waligorski, P.E. (Washington License No. 38087) on January, 2019. It is not to be used for bidding, permit or construction purposes. This document is released for the purpose of information exchange review and planning only under the authority of Brian A. Sliger, P.E. (Washington License No. 55635) on January, 2019. It is not to be used for bidding, permit or construction purposes. DESIGNED/DRAWN: CHECKED: B. HAWES E. WALIGORSKI/ G. GOULD PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER: B. ISAAC NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 F s KingCounty ■ LEGEND W N O O OVERLAND BYPASS PIPING z 0 SHALLOW TRENCHED BYPASS PIPING PER DETAIL 2, DWG CT113. SEE PROFILE FOR APPROXIMATE EXISTING U UTILITY ELEVATIONS W U) OVERLAND BYPASS PIPING INSTALLED ON RACKS PER DETAIL 3, DWG CT113 (TYP). O ® WORK AREA APPROXIMATE LIMITS OF ASPHALT W U AND/OR CONCRETE PAVING REPAIR COORDINATE CONTROL POINTS (TYP) W XX (SEE DWG 0004) UTILITY CROSSING COORDINATE (SEE z W OXX DWG 0004) W W 0 W U) 0 MERIDIAN I— O W.S.L.G.N.Z. U) + 0 NAD 83/2011 (BELLEVUE) `Q � Z O U) DATUM W ~ Q Z J 0 C) METRO DATUM z U ® W 0 I..L Know what's below. 0- CITY OF RENTON #: Call before you dig. R-403812 z 0 DEPARTMENT OF NATURAL RESOURCES & PARKS DATE: WASTEWATER TREATMENT DIVISION JANUARY 2019 z EASTSIDE INTERCEPTOR SECTION 2 W PROJECT FILE NO: REHABILITATION - PHASE II n/ 16-1123630 LL DRAWING NO: 0 BYPASS PLAN CT1 09 >- STA 20+00 TO 40+00 � 1 SH14o REV NO: 0 36AL V G V H 0 0 C N E F G H w U z w w w 0 00 O O 0 LU z O z LU ry LL O A, 0 0 3 0 U O O Q 00 00 0 N O U 0 0 w rn 00 0 3 ri O 0 2 0 Q 00 M 00 0 N O ti J z O ° ' � w O ry x (M 00 O Cf) U Q 0 1 O 0 ry �CQ 00 M� CO = �:,CD lm� I E � �LCO,� (Dom N X 0 T D N 3C� 0 2 N 0-0 M �I �o YLl N 0 : I F LL w Q �J � U a- X 7 I I O U V LLJ LLJ O O O Q U) LLl z J U Q 75 PUGET SOUND ENERGY/ ELEC 082305 9178 920 LAKE WASHINGTON BLVD N RENTON, WA 98055 BYPASS INTAKE AREA. SEE PLAN (STA 40+00 - 41 +10.80) N COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING rnair 01 /22/2019 H CA 4C C 'Ada NiVAPW 0 CAROLLO ENGINEERS, INC. 1218 3RD STREET, SUITE 1600 SEATTLE, WA 98101 PH:206-684-6532 FAX:206-903-0419 C PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. 11 JAN UARY 2019 1 This document is released for the purpose of information exchange review and planning only under the authority of Erik J. Waligorski, P.E. (Washington License No. 38087) on January, 2019. It is not to be used for bidding, permit or construction purposes. This document is released for the purpose of information exchange review and planning only under the authority of Brian A. Sliger, P.E. (Washington License No. 55635) on January, 2019. It is not to be used for bidding, permit or construction purposes. E DESIGNED/DRAWN B. HAWES PROJECT ENGINEER B. SLIGER DESIGN APPROVAL B. ISAAC CHECKED: E. WALIGORSKI/ G. GOULD SCALE: AS NOTED FACILITY NUMBER NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 GENERAL NOTES: `') ti N 1. SEE DWG G002 FOR KEY MAP. (10 O C:) 2. SEE DWG G002 FOR ADDITIONAL LEGEND, 00 ABBREVIATIONS, AND SYMBOLS. U 3. SEE DWG G004 FOR DESIGN DATA. 4. SEE DWG G005 FOR GENERAL PROJECT NOTES. 5. ALL SURFACES TO BE REHABILITATED SHALL BE CLEANED PER SECTION 09 97 50 OF SPECIFICATIONS PRIOR TO APPLYING LINABOND. 6. SEE DWG G004 FOR TABLE OF MEASURED DEBRIS VOLUMES WITHIN PIPE SECTIONS. DEBRIS TO BE REMOVED PRIOR TO REHABILITATION PER SECTION 09 97 50 OF THE SPECIFICATIONS. Nt It 7. THE CONTRACTOR SHALL PROVIDE TRAFFIC L0 O CONTROL PER THE APPROVED TRAFFIC CONTROL O PLAN (TCP). SEE SECTION 01 55 26 OF C) SPECIFICATIONS FOR THE TCP REQUIREMENTS. I CONTRACTOR MUST HAVE AN APPROVED TCP 00 PRIOR TO ANY WORK WITHIN THE CITY OF T— RENTON R/W. 8. SEE SECTION 01 35 43 OF THE SPECIFICATIONS FOR SOIL MANAGEMENT REQUIREMENTS ON BOEING PROPERTY. KEY NOTES: 1O BYPASS PIPING ROUTED ABOVE GRADE AS REQUIRED WITHIN BYPASS INTAKE AREA. LEGEND O O OVERLAND BYPASS PIPING WORK AREA APPROXIMATE LIMITS OF ASPHALT AND/OR CONCRETE PAVING REPAIR BYPASS INTAKE PIT EXCAVATION XX COORDINATE CONTROL POINTS (TYP) (SEE DWG 0004) XX UTILITY CROSSING COORDINATE (SEE DWG 0004) 40 20 0 40 80 SCALE IN FEET (HORIZ) MERIDIAN W.S.L.G.N.Z. NAD 83/2011 (BELLEVUE) METRO DATUM Know what's below. CITY OF ��niTnni a+ Call before you dig. R-403813 DEPARTMENT OF NATURAL RESOURCES & PARKS DATE: WASTEWATER TREATMENT DIVISION JANUARY 2019 EASTSIDE INTERCEPTOR SECTION 2 PROJECT FILE NO: REHABILITATION - PHASE II 16-1123630 DRAWING NO: Ki Cou BYPASS PIPING CT110 T NO / TOTAL REV STA 40+00 TO 41+10.80 15 36SHNO: O F G V H Z O CQ NG 0. O LL z U O ry 0- z O I— z LU LL O U A I C E F G H w U Z W IY w LL w IY 0 00 C'7 O 0 LU z 0 z Lu ry I 0 A, u 3 0 0 U 0 0 00 rn 00 0 0 U o p 0 J � Q 1-; w o N O U o U � co 00 0 0 of c cn _0 a) � N CO CEO _F co �- E �L-0 (D � N O T D N 0 2 N a M �I 0) N o Y � � 3Wr� �IFLLrn w Q �J � U d X 7 JIUCVVP1Lf\ LIIVII I o "— �,_jU� CALL PSE AT 1-888-225-5773 FOR STANDBY VHEN OPERATING OVERHEAD EQUIPMENT II VICINITY OF OVERHEAD HIGH VOLTAGE 'OWER LINES ON SITE. WORK IN VICINITY OF METRO SEW O 3 O-W--W--W--W--W--W--W--W--W--W--v'--W--W--W--W--W--W-- P � _g05 G`( 305 NER R/W LINE RR TRACK Cl `4 Q CL 0 0 C I , 1O BALLAST LIMITS OB Ob -� s T __ - _ _ 1 E ___ 1 G-----------------___-_-__- \ I _1 --�-�- T �_�-�- -T - �.9000 �� T T_ -T 00000 T T - --_-- _---_-_--- 6 _�T T �7-T--T--�-T a\ MOWED - --T -T--T -T T T--7-_�-�_T _7 = _ /Ilr ECOLOGY BLOCK WALL (TYP) i Y Oa -------------------------------------- ---- O _---------- _----------- �e ECOLOGY BLOCK 07 i I I W000. WALL (TYP) _I _---------- � � -OWN- — ❑ I�1 __----------0000a — — C—L moodw C P 00000 � y F 1 _ I-- -------------------- --- ---- 0 0 =O 70 ECOLOGYWALB (TOLCK I i I I I I � � a_ M 07 ECOLOGY BLOCK O O O WALL (TYP) � I I I I II I I ' I I I I II - 2 2 2 �- O O O I I I � — I _ � IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING rnair 01 /22/2019 ='� e M e UDED CURB EXTR 4C �,.w //�® Ca CAROLLO ENGINEERS, INC. 1218 3RD STREET, SUITE 1600 SEATTLE, WA 98101 PH:206-684-6532 FAX:206-903-0419 C -11 �.w Im PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. IJAN UARY 2019 I This document is released for the purpose of information exchange review and planning only under the authority of Erik J. Waligorski, P.E. (Washington License No. 38087) on January, 2019. It is not to be used for bidding, permit or construction purposes. This document is released for the purpose of information exchange review and planning only under the authority of Brian A. Sliger, P.E. (Washington License No. 55635) on January, 2019. It is not to be used for bidding, permit or construction purposes. GRp\SS DESIGNED/DRAWN: CHECKED: B. HAWES E. WALIGORSKI/ G. GOULD PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER: B. ISAAC NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 APPROXIMATE EDGES OF ESI PIPE 96 METRO SEWER ECOLOGY BLOCK WALL (TYP) - f II BH3 II � y I \ / \ T--T _T--T---T-{-T--��T�-�-� T-- -T--7 -T T-r--r-�\1 T--r--h- EXIST DRAINAGE �\ BERM (TYP) \ 1 P — _ 8 x EXIST DRAINAGE BERM (TYP) KEY NOTES (CONT'D): 10 MONITORING POINTS FOR EXISTING 16" BOEING FIRE LINE, 96" ESI, AND EXISTING 48" STORM DRAIN PER SECTION 31 09 00 OF THE SPECIFICATIONS. 11 REPLACE CURB AND SIDEWALK DAMAGED BY EXCAVATION FOLLOWING CONSTRUCTION PER DETAIL 5, DWG CT113. 12 BYPASS PIPING ROUTED ABOVE GRADE AS REQUIRED WITHIN BYPASS INTAKE AREA. 13 AREA RESERVED FOR DEWATERING SEDIMENTATION TANK (AS NECESSARY). SEE SECTION 01 34 43 OF THE SPECIFICATIONS. LEGEND OCB INSERT PER DETAIL 1, DWG CT115. APPROXIMATE VFD AND PUMP INSTALLATION AREA O SURFACE SETTLEMENT MONITORING POINT PER SECTION 31 09 00 OF THE SPECIFICATIONS 0U UTILITY MONITORING POINT PER SECTION 31 09 00 OF THE SPECIFICATIONS - O OVERLAND BYPASS PIPING ECOLOGY BLOCK WALL APPROXIMATE LIMITS OF CHEMICAL �� GROUTING P I'%///� SEDIMENTATION TANK AREA K DEPARTMENT OF NATURAL RES WASTEWATER TREATME� EASTSIDE INTERCEPTO REHABILITATION - F King County BYPASS I NTAI F V G GENERAL NOTES: 1. SEE DWG G002 FOR KEY MAP. 2. SEE DWG G004 FOR GENERAL PROJECT NOTES. 3. ACCESS TO ALL EXISTING UTILITY STRUCTURES WITHIN BYPASS AREA, INCLUDING MANHOLES, CATCH BASINS, VAULTS, ETC. SHALL BE MAINTAINED FOR THE DURATION OF THE PROJECT. 4. SITE SHALL BE RETURNED TO PRE -CONSTRUCTION CONDITION OR BETTER FOLLOWING CONSTRUCTION, EXCEPT AS OTHERWISE NOTED. 5. SEE DWG CT115 FOR TESC NOTES AND DETAILS 6. SEE SECTION 01 35 43 OF THE SPECIFICATIONS FOR SOIL MANAGEMENT REQUIREMENTS ON BOEING PROPERTY. KEY NOTES: 10 APPROXIMATE LOCATION OF SHORED EXCAVATION TO EXISTING 96" RCP. SEE DWGS S001-S203 FOR SHORING DESIGN. CONTRACTOR TO POTHOLE PRIOR TO EXCAVATION TO LOCATE TENSION TIE ANCHORED SADDLE AND PIPE JOINT. ADJUST SHORING LOCATION TO MATCH REQUIRED DIMENSIONS AND OFFSETS FROM TENSION TIES/PIPE JOINTS SHOWN IN STRUCTURAL DESIGN FOLLOWING POTHOLING. OCOUPON CUT IN PIPE CROWN FOR BYPASS Uj U) SYSTEM SUCTION PIPING (TYP). SEE STRUCTURAL DWGS FOR COUPON DIMENSIONS AND SPACING. OESTIMATED END OF EXISTING LINABOND LINER. PIPE COUPONS SHALL BE CUT WITHIN SECTION z OF PIPE WITH EXISTING LINER. 0 04 COUPON CUT IN PIPE CROWN FOR INSTALLATION OF BYPASS OVERFLOW WEIR. SEE DWGS Q S101-S203 FOR COUPON DIMENSIONS AND WEIR DESIGN. OABANDON EXISTING OBSERVATION WELL AT BH-2 PER WAC 173-160-381 PRIOR TO EXCAVATION. Q ORESERVED AREAS FOR BYPASS PUMPS, NOISE w ATTENUATION, AND ASSOCIATED EQUIPMENT. 07 REMOVE EXISTING ECOLOGY BLOCK WALLS AND N STOCKPILE ON -SITE. REPLACE TO z PRE -CONSTRUCTION CONFIGURATION AS DIRECTED BY BOEING (TYP ALL ECOLOGY BLOCK 0 WALLS WITHIN BYPASS PUMPING AREA). 0g PRESERVE EXISTING DRAINAGE BERM TO RETAIN U CONSTRUCTION STORMWATER ON -SITE. W OSETTLEMENT MONITORING POINT FOR BNSF RAIL olf LINE PER SECTION 31 09 00 OF THE 0 SPECIFICATIONS (TYP OF 5). a_ LL] U LL] 10 5 0 10 20 z SCALE IN FEET (HORIZ) z W MERIDIAN W.S.L.G.N.Z. NAD 83/2011 (BELLEVUE) U) U) Q DATUM Lu . . Z 0 Q METRO DATUM 0 LL z 95 U 0/ I..L now what's below. CITY OF RFNTnN #- Call before you dig. R-403814 z 0 DURCES & PARKS DATE: I- 1T DIVISION JANUARY 2019 z 2 w PROJECT FILE NO: RASE I ION 16-1123630 LL DRAWING NO: 0 SCE PLAN CT1 11 >_ SHT NO / TOTAL REV 16 36 NO: 0 U H 0 B A C 9 F G H w U z W w U_ w OD C'7 0 Nt 0 LL] z 0 z w ry LL 0 X, u 3 N o_ U 0 2 00 rn co 0 co 0 U 0 0 Q 00 co o J � (6 N J C ti N � U 7 z 00 0 00 o p c � 0 co c cn co � 3"t M CO = �:,� lm� "E31: �rcl-0 -4Iri (5i -- o co D 6 N 3�� 0 N 7 � a CO_ �I 0) o 2 N 00�� IF_L� Q- OJ �wQ, 60 X 2 BOEING COMPANY 072305 SMH 1207 (R01-31 A) 9100 RIM EL=125.49 660 LOGAN AVE N IE(N)12"MTL=UNABLE TO MEASURE RENTON, WA98055 CL CHAN EL=106.28 -\ RN -00 H W 2 c� z SMH 1386 (R01-32) RIM EL=127.00 � CL CHAN EL=103.1 ` I 3 I 9 6 " �1 I 108 I I — — — — — — — — L- _ II GRASS CON C. I: _ X I• ' I . ASPHALT I I � � I 00 O I 0 I o O i --------------- - -------------------------------------------------------------------------------- r------------------------------------------I------ --' -------------- EXTRUDED C B / II I I -----------------------L---/---------- I --- Ifi --------------------- ------ — --------------------- I I I BURNETT AVE N I 2 i PARCEL � 722450-0325 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ` rnair 01 /22/2019 %j ■ 0 ■ 0 / /12" JEFFS AUTO REPAIR 72240 0315 546 BURNETT AVE N RENTON, WA 98055 PLAN CAROLLO ENGINEERS, INC. 1218 3RD STREET, SUITE 1600 SEATTLE, WA 98101 PH:206-684-6532 FAX:206-903-0419 PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. IJAN UARY 2019 I This document is released for the purpose of information exchange review and planning only under the authority of Erik J. Waligorski, P.E. (Washington License No. 38087) on January, 2019. It is not to be used for bidding, permit or construction purposes. This document is released for the purpose of information exchange review and planning only under the authority of Brian A. Sliger, P.E. (Washington License No. 55635) on January, 2019. It is not to be used for bidding, permit or construction purposes. ■ V-6" TYP 0 a AREA FOR TEMPORARY FLOW DEFLECTION DEVICE. SEE NOTE 2. 0 AREA FOR TEMPORARY FLOW DEFLECTION DEVICE. SEE NOTE 2 THIS DETAIL. 108" RCP INV=103.1 36" BRYN MAWR 8'-1" 5-11 1 /2" LL LL L L L L 43" LL LLLL LL LLL / LL L L I\ LLLL_LL LLLLLLL LLLLLL LLLLLL i LLLLL LL L —�-- APPROXIMATE OPENING IN ESI PIPE 24" SS L DROP MAINTENANCE HOLE APPROXIMATE EXISTING ESI CENTERLINE INSERT BYPASS PIPING DISCHARGE LINE(S) - - - - - - - - - - I EXISTING GRADE I MH RIM INV=125.49 REMOVE AND PRESERVE REDUCING MAINTENANCE HOLE SECTION, GRADE RINGS, FRAME, AND COVER. SEE NOTE 3 .I � I. I I I I 8'-10" REMOVE EXISTING MAINTENANCE HOLE STEPS TOP OF VAULT LID INV=119.6 \\ F7 ( 24" CONC -ALL INV=114.12 LULL LLLLLL >LLEL±LLLLLLL VAULT FLOOR 12" RCP INV=109.6 f`'��`'`�• •r.`�''.�°•"•�. 36" RCP -- INV=107.6 SECTION A SCALE: NONE - NOTES: 1. ELEVATIONS AND DIMENSIONS WERE RETRIEVED FROM 36" BRYN MAWR TRUNK MAIN AS-BUILTS RECORDS. CONTRACTOR TO VERIFY DIMENSIONS IN FIELD. 2. SEE SECTION 33 31 40 OF SPECIFICATIONS FOR ADDITIONAL TEMPORARY FLOW DIVERSION DEVICE REQUIREMENTS. 3. REPLACE PRESERVED REDUCING MANHOLE SECTION, GRADE RINGS, GASKETS, JOINT GROUTING (INSIDE AND OUT), FRAME, AND COVER FOLLOWING CONSTRUCTION. BACKFILL MANHOLE AND PROVIDE ASPHALT PATCH PER DETAIL 1, DRAWING CT114. DISCHARGE TO MH R01-31 A SCALE: 1 /4"=V-0" DESIGNED/DRAWN: CHECKED: B. HAWES E. WALIGORSKI/ G. GOULD PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER: B. ISAAC NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 La K111g COY11'y GENERAL NOTES: 1. SEE DWG G002 FOR KEY MAP. 2. SEE DWG G004 FOR GENERAL PROJECT NOTES. 3. ACCESS TO ALL EXISTING UTILITY STRUCTURES WITHIN BYPASS AREA, INCLUDING MANHOLES, CATCH BASINS, VAULTS, ETC. SHALL BE MAINTAINED FOR THE DURATION OF THE PROJECT. 4. SITE SHALL BE RETURNED TO PRE -CONSTRUCTION CONDITION FOLLOWING CONSTRUCTION, EXCEPT AS OTHERWISE NOTED. 5. SEE DWG CT115 FOR TESC NOTES AND DETAILS. KEY NOTES: OSHORED EXCAVATION TO 48" DIAMETER RISER SECTION. ESTIMATED 5' DEPTH. FOLLOWING CONSTRUCTION, RESTORE PAVEMENT PER DETAIL 1, CT114. 0REMOVE MAINTENANCE HOLE REDUCING SECTION TO EXPOSE TOP OF 48" DIAMETER RISER SECTION. SEE DETAIL 1 THIS DWG. OINSTALL BACKWATER DAM JUST DOWNSTREAM OF MH R01-32. BACKWATER DAM TO EXTEND A MINIMUM OF 3'-0" ABOVE THE INVERT AND SHALL BE DESIGNED BY THE CONTRACTOR. SEE SECTION 33 31 40 OF SPECIFICATIONS FOR LL! ADDITIONAL REQUIREMENTS. O4 REPLACE CURB/GUTTER DAMAGED BY Q EXCAVATION PER DETAIL 4, DWG CT113. OBRING BYPASS DISCHARGE PIPING TO GRADE AT BYPASS DISCHARGE AREA. LEGEND z 0 Q J_ 00 CB INSERT PER DETAIL 1 ON DWG CT115. O LLI — BYPASS PUMPING AREA BORDER STANDARD TRENCHED BYPASS PIPING (V PER DETAIL 1, DWG CT113. SEE PROFILE z FOR APPROXIMATE EXISTING UTILITY ELEVATIONS O U LU 0) 10 5 0 10 20 p SCALE IN FEET (HORIZ) W U LL] MERIDIAN z W.S.L.G.N.Z. NAD 83/2011 (BELLEVUE) LL] METRO DATUM 0 W U) Q LLI �.J U LLI 0 1 Know what's below. CITY OF C101 Call before you dig. R-403815 O DEPARTMENT OF NATURAL RESOURCES & PARKS DATE: WASTEWATER TREATMENT DIVISION JANUARY 2019 z EASTSIDE INTERCEPTOR SECTION 2 LLJ REHABILITATION - PHASE II PROJECT FILE NO: n/ BYPASS DISCHARGE PLAN (N 6TH ST & BURNETT AVE N) G 16-1123630 LL DRAWING NO: O CT1 12 SHT NO / TOTAL REV 17 36 NO: 0 U F i A s C E F G H w U z w w U_ w 0 M0 �' J 0 Nt 0 Uj I— z O z LLJ ry LL O W, u 3 2 0 ' J 1� 0 M J 0 co U Q M 1 00 0 c 0 M � (0 00 00 0m E rC -0 �Lnm (6 X co T N 3�� 0 N 7 _CD a M �I 0) N o Y N :F_LLWb�� I wQ �o� U CL X z 0 m BYPASS PIPING INSTALLP ZONE. SEE NC yMI[�rl\ra=BTA WAIy\Y rrrAoll T-0" MAX Cn w Q > NOTES: 1. TEMPORARY ASPHALT PATCH SHALL MEET EXISTING ASPHALT THICKNESS. 2. TYPE A, TYPE C, OR TYPE R BACKFILL. MATERIAL TO BE COMPACTED TO MINIMUM 95% MODIFIED PROCTOR. 3. MAXIMUM AREA AVAILABLE FOR BYPASS PIPING INSTALLATION BASED ON EXISTING UTILITY EXPLORATIONS IS SHOWN. ACTUAL AREA WILL DEPEND ON BYPASS PIPING UTILIZED. 4. TRENCHING THROUGH NON -PAVED AREAS TO BE TEMPORARILY COVERED WITH NATIVE MATERIAL AT SURFACE, STANDARD TRENCHED BYPASS PIPING N w H O z w w W EXISTING PAVEMENT (TYP) TEMPORARY STEEL PLATE(S) SEE NOTE 1. (n 6" MIN w E co SEE > O NOTE 2 a o z as C,., w U O It a a o CO w LU O z a Q > w w U) X Q 2 4 d BYPASS PIPING INSTALLATION a a ZONE. SEE NOTE 5 T-0" MAX NOTES: 1. STEEL PLATING TO BE DESIGNED FOR HS 20-44 LOADING TAKING INTO ACCOUNT TRENCH WIDTH USED AND THE CORRESPONDING REQUIRED SPAN. IF MULTIPLE PLATES ARE STACKED, TACK WELD PLATES TOGETHER TO PREVENT RATTLING. 2. PROVIDE TEMPORARY GRIND AT TRENCH EDGES. DEPTH TO MATCH STEEL PLATE THICKNESS. RECESS PLATING TO INSTALL FLUSH WITH EXISTING PAVEMENT. 3. PIPE DEPTH VARIES DEPENDING ON EXISTING UTILITY CROSSING SIZES AND ELEVATIONS. WHERE DEPTH OF PIPE MEETS OR EXCEEDS 3'-0", DETAIL 1 ON THIS DRAWING MAY BE UTILIZED FOR STANDARD PIPE TRENCHING, 4. TYPE A, TYPE C, OR TYPE R BACKFILL. MATERIAL TO BE COMPACTED TO MINIMUM 95% MODIFIED PROCTOR. 5. MAXIMUM AREA AVAILABLE FOR BYPASS PIPING INSTALLATION BASED ON EXISTING UTILITY EXPLORATIONS IS SHOWN. ACTUAL AREA WILL DEPEND ON BYPASS PIPING UTILIZED. 6. TRENCHING THROUGH NON -PAVED AREAS TO BE TEMPORARILY COVERED WITH NATIVE MATERIAL AT SURFACE. SHALLOW TRENCHED BYPASS PIPING r2� SCALE: 1/2"=1'-0" CT108 SCALE: 1/2"=1'-0" CT1T10 CT112 FACE OF CURB CONCRETE CURB/GUTTER PER 6 1/2" SECTION 32 16 00 IN THE SPECIFICATIONS 51/2" 1" 1/2" R 1" R 1 MATCH EXISTING ROADWAY SLOPE TOP OF 1/2" R. ROADWAY SEE DETAIL 1, DWG CT114 FOR p ' ROADWAY RESTORATION TYPE R BACKFILL COMPACTED TO 1' - 6" MINIMUM 95% MODIFIED PROCTOR . TO BE 6" THICKNESS OR MATCH ROADWAY BACKFILL CURB AND GUTTER PREMOLDED JOINT FILLER 3/8" FULL DEPTH EXPANSION JOINT ° cfl NOTES: 1. COMPLETELY REPLACE ALL CURB/GUTTERS THAT ARE IMPACTED BY TRENCHING. 2. A FULL DEPTH -EXPANSION JOINT SHALL BE EVERY 10'-0". 3. CURB/GUTTER RESTORATION SHALL COMPLY WITH CITY OF RENTON STD PLAN - 101 AS PROVIDED IN THE SPECIFICATIONS. CURB/GUTTER RESTORATION r SCALE: 1/2"=1'-0" IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING rnair 01 /22/2019 0 e CT112 C 0A1 CAROLLO ENGINEERS, INC. 1218 3RD STREET, SUITE 1600 SEATTLE, WA 98101 PH:206-684-6532 FAX:206-903-0419 i C C C 5'-0" i 5'-0" i 5'-0" i 5'-0" FULL DEPTH EXPANSION JOINT PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. JAN UARY 2019 ME PLAN CONTRACTION JOINT NOTES: 1. REMOVE EXISTING EXTRUDED CURB PRIOR TO INSTALLATION OF BYPASS PIPING. REPLACE PER DETAIL 5, DRAWING CT114 FOLLOWING BYPASS OPERATIONS AND REMOVAL OF BYPASS PIPING. 2. MAXIMUM AREA AVAILABLE FOR RACKED BYPASS PIPING INSTALLATION. PIPING TO BE INSTALLED IN SECURE RACKS DESIGNED BY CONTRACTOR. CONTRACTOR TO SUBMIT RACK DESIGN AS PART OF THE TEMPORARY BYPASS PLAN (TBP). SEE SECTION 33 31 40 OF SPECIFICATIONS FOR TBP REQUIREMENTS. 3. TEMPORARILY RELOCATE EXISTING ROADWAY SIGNS THAT ARE BLOCKED FROM VIEW BY RACKED BYPASS PIPING AND MOUNT ON JERSEY BARRIER. REPLACE FOLLOWING CONSTRUCTION. RACKED BYPASS PIPING (BIKE LANE/SHOULDER) SCALE: 1/2"=1'-0" CT108 CT109 4" WIDE, SMOOTH TROWELED PERIMETER OR MATCH EXISTING SIDEWALK 1/2" (IN) R. (TYP.) MATCH EXISTING IV. / TYPE R BACKFILL COMPACTED TO MINIMUM 95% MODIFIED PROCTOR TO BE 6" THICKNESS BROOMED FINISH OR MATCH EXISTING NOTES: 1. COMPLETELY REPLACE ALL SIDEWALKS AND CURB/GUTTERS IMPACTED BY TRENCHING. 2. A FULL DEPTH -EXPANSION JOINT SHALL BE EVERY 10'-0". 3. A CONTRACTION JOINT SHALL BE EVERY 5'-0" BETWEEN EACH EXPANSION JOINT. 4. CONCRETE CEMENT SIDEWALK SHALL COMPLY WITH SECTION 32 16 00 IN THE SPECIFICATIONS. 5. SIDEWALK RESTORATION SHALL COMPLY WITH CITY OF RENTON STD PLAN - 102 AS PROVIDED IN THE SPECIFICATIONS. SIDEWALK RESTORATION SCALE: 1/2"=1'-0" This document is released for the purpose of information exchange review and planning only under the authority of Erik J. Waligorski, P.E. (Washington License No. 38087) on January, 2019. It is not to be used for bidding, permit or construction purposes. This document is released for the purpose of information exchange review and planning only under the authority of Brian A. Sliger, P.E. (Washington License No. 55635) on January, 2019. It is not to be used for bidding, permit or construction purposes. ■ DESIGNED/DRAWN: CHECKED: B. HAWES E. WALIGORSKI/ G. GOULD PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER: B. ISAAC NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 CT111 CT113 U It I KII'1g COY11V SECTION A SCALE: NONE -- z_ 1 /8" TO 1 /4" T P P P P D D CONTRACTION JOINT (') N 0 0 00 U LC) 0 O Ob T_ LLJ W Q z O Q J 00 Q LLJ ry N z O REFER TO DETAIL 4: CURB AND GUTTER U RESTORATION LLI p P PREMOLDED JOINT FILLER FULL DEPTH EXPANSION JOINT DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II BYPASS DETAILS U) Qf O I^- I..L LLJ rUr' Lu z LLJ 0 U) U) Uj Z O CQ G O LL z U Uj O CITY OF RENTON #: 7 R-40381 6 O DATE: JAN UARY 2019 z LU PROJECT FILE NO: n/ 16-1123630 ILL DRAWING NO: O CT1 13 > SHT NO / TOTAL REV 18 36 NO 0 U C F G i 0 0 C F G H 0 0 J 7 0 0 J 0 U Q 0 M 0 0 w U z w w w w W, u 3 2 1 Cz _ m m E Q� o m �ix x 0 N co CO N o� N � 0 U C:0 o� LUUw w Q o� d X 2- 2" SAW CUT AT GRIND/OVERLAY EDGES. SEAL WITH AR-4000W (TYP, ALL SIDES OF GRIND/OVERLAY) SAWCUT AFTER BACKFILL - (TYP, ALL SIDES OF TRENCH) 4" - 5" HMA MATCH EXISTING PAVEMENT THICKNESS. SEE _ NOTE 5. EXISTING UTILITY CROSSING SEE NOTE 3 TRENCH SIDES AND BOTTOM. SEE NOTE 4 NOTES: 2" GRIND AND HMA OVERLAY. SEE NOTES 1 AND 2. V MIN BYPASS PIPING TRENCH WIDTH EDGE OF PAVEMENT, CURB/GUTTER, OR LANE MARKING (TYP. BOTH SIDES). SEE NOTES 1 AND 2. 1' MIN EXISTING PAVEMENT (TYP) DEPTH OF EXISTING PAVEMENT 10" TYPE R BACKFILL COMPACTED TO 95% MODIFIED - - - PROCTOR. TYPE A, TYPE C, OR TYPE R BACKFILL. MATERIAL TO BE COMPACTED TO MINIMUM 95% MODIFIED PROCTOR. SEE NOTE 6 1. HORIZONTAL LIMITS OF GRIND AND HMA OVERLAY SHALL EXTEND TO NEAREST EDGE OF 6. BOEING PROPERTY: TRENCH BACKFILL BELOW PAVEMENT, CURB/GUTTER, OR LANE MARKING. LIMITS SHALL INCLUDE FULL WIDTH OF ROADWAY SECTION SHALL BE TYPE C (NATIVE ALL LANES IMPACTED BY TRENCHING. SEE PLANS FOR APPROXIMATE GRIND AND HMA MATERIAL). BACKFILL SHALL CONSIST OF OVERLAY LIMITS. LIMITS SHALL COMPLY WITH CITY OF RENTON STD. PLANS - 110, 110.1, REPLACEMENT OF MATERIAL REMOVED FOR AND 110.2 AS PROVIDED IN THE SPEICIFCATIONS. ORIGINAL EXCAVATION. 2. LONGITUDINAL LIMITS OF GRIND AND HMA OVERLAY SHALL EXTEND A MINIMUM OF 10, 7. RESTORATION SHALL INCLUDE REPLACEMENT PAST THE END OF THE TRENCH OR WHERE THE TRENCH EXISTS THE PAVED AREA. SEE OF ROADWAY STRIPES AND LANE MARKERS. PLANS FOR APPROXIMATE GRIND AND HMA OVERLAY LIMITS. LIMITS SHALL COMPLY WITH CITY OF RENTON STD. PLANS - 110, 110.1, AND 110.2 AS PROVIDED IN THE SPECIFICATIONS. 3. WHERE EXISTING UTILITIES CROSS TRENCH, BACKFILL 6" CLEAR AROUND EXISTING UTILITY WITH TYPE R OR S BACKFILL COMPACTED TO 95% MODIFIED PROCTOR. 4. BACKFILL SHALL EXTEND TO LIMITS OF SOIL DISTURBED WITH BYPASS PIPING TRENCHING. 5. APPROXIMATE HMA THICKNESS BY STREET: -LOGAN AVE N: 5" (7" TOTAL ASPHALT THICKNESS W/ OVERLAY) -N 6TH ST: 4" (6" TOTAL ASPHALT THICKNESS W/ OVERLAY) -BOEING GATE D-9: 5" (7" TOTAL ASPHALT THICKNESS W/ OVERLAY) -BURNETT AVE N: 5" (7" TOTAL ASPHALT THICKNESS W/ OVERLAY) -BOEING NORTH LOT: 5" (7" TOTAL ASPHALT THICKNESS W/ OVERLAY) BYPASS PIPING TRENCH RESTORATION (HMA PAVEMENT) 1� SCALE: 1/2"=1'-0" NEW DOWELS BAR (TYP). SEE NOTE 1 NEW DOWELS BAR (TYP). SEE NOTE 1 ADJUSTING ROADWAY PA' PER DETAIL 2, DRAWING C NOTES: CT108 CT109 CT112 CT113 'LACEMENT PANEL STING DOWEL CONNECTING RENT CONCRETE PAVEMENT ) STAMPED CEMENT CONCRETE 'EMENT. 1. ALL JOINTS ARE TO BE REPLACED PER WSDOT STANDARD SPECIFICATIONS 5-01.3(4). -CONNECTING JOINTS DOWEL BARS, 1 1/4" DIAM X 18" ON 12" CENTERS TYP. -TIE BARS: #5 STEEL REBAR 16" ON CENTER. 2. TO ENSURE PROPER SPACING OF DOWEL BARS, TIE BARS SHALL BE PLACED IN LINE WITH EXISTING DOWEL BARS. NEW DOWEL BARS WILL BE PLACED 8" ON CENTER FROM EXISTING DOWEL BARS. INTERSECTION PAVEMENT AND ADJOINING ROADWAY PAVEMENT CONNECTING DETAIL SCALE: 1/2"=1'-0" IN COMPLIANCE WITH CITY OF I ENT N STAN DARDS DEVELOPMENT ENGINEERING 0D. rnair 01 /22/2019 0 0 C OAM NIA01% 0 CAROLLO ENGINEERS, INC. 1218 3RD STREET, SUITE 1600 SEATTLE, WA 98101 PH:206-684-6532 FAX:206-903-0419 SAWCUT STRAIGHT - VERTICAL LINE ALONG PANEL EDGE. SEE NOTE 1 SEE NOTE 3 TRENCH SIDES AND BOTTOM. SEE NOTE 4 SAWCUT STRAIGHT - VERTICAL LINE ALONG PANEL EDGE. SEE NOTE 1 MATCH EX. GRADE BYPASS PIPING TRENCH WIDTH E JOINT REPLACEMENT (TYP ALL SIDES OF PANEL) SEE NOTE 2 DEPTH OF EXISTING PAVEMENT 10" TYPE R BACKFILL COMPACTED TO 95% MODIFIED PROCTOR. TYPE A, TYPE C, OR TYPE R BACKFILL. MATERIAL TO BE COMPACTED TO MINIMUM 95% MODIFIED PROCTOR. SEE NOTE 5 NOTES: 1. COMPLETELY REPLACE ALL CEMENT CONCRETE PANELS THAT ARE IMPACTED BY TRENCHING. EACH PANEL TYP LANE WIDTH X 15' 2. ALL JOINTS ARE TO BE REPLACED PER WSDOT STANDARD SPECIFICATION 5-01.3(4). -TRANSVERSE JOINTS: DOWEL BARS, 1 1/4" DIAM X 18" ON 12" CENTERS TYP. -LONGITUDINAL JOINTS: TIE BARS, #5 BARS, #5 BAR X 30" ON 36" CENTERS. TYP 3. WHERE EXISTING UTILITIES CROSS TRENCH, BACKFILL 6" CLEAR AROUND EXISTING UTILITY WITH TYPE R OR S BACKFILL COMPACTED TO MINIMUM 95% MODIFIED PROCTOR. 4. BACKFILL SHALL EXTEND TO LIMITS OF SOIL DISTURBED WITH BYPASS PIPING TRENCHING. 6. BOEING PROPERTY: TRENCH BACKFILL BELOW ROADWAY SECTION SHALL BE TYPE C (NATIVE MATERIAL). BACKFILL SHALL CONSIST OF REPLACEMENT OF MATERIAL REMOVED FOR ORIGINAL EXCAVATION. 7. RESTORATION SHALL INCLUDE REPLACEMENT OF ROADWAY STRIPES AND LANE MARKERS. BYPASS PIPING TRENCH RESTORATION (CONCRETE PAVEMENT -ROADWAY) SCALE: 1 /2"=1'-0" 1 n,, PAVEMENT CONNECTING DETAIL SCALE: 3"=1'-0" PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. IJAN UARY 2019 I This document is released for the purpose of information exchange review and planning only under the authority of Erik J. Waligorski, P.E. (Washington License No. 38087) on January, 2019. It is not to be used for bidding, permit or construction purposes. C102 CT108 CT109 CT113 This document is released for the purpose of information exchange review and planning only under the authority of Brian A. Sliger, P.E. (Washington License No. 55635) on January, 2019. It is not to be used for bidding, permit or construction purposes. SAWCUT STRAIGHT VERTICAL LINE ALONG PANEL EDGE SEE NOTE 1 MATCH EXISTING - CROWN LOCATION SEE NOTE 3 TRENCH SIDES AND BOTTOM. SEE NOTE 4 DESIGNED/DRAWN: CHECKED: B. HAWES E. WALIGORSKI/ G. GOULD PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER: B. ISAAC NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 SAWCUT STRAIGHT - VERTICAL LINE ALONG PANEL EDGE. SEE NOTE 1 MATCH EX. GRADE BYPASS PIPING TRENCH WIDTH JOINT REPLACEMENT (TYP ALL SIDES OF PANEL) SEE NOTE 2 DEPTH OF EXISTING PAVEMENT 6" TYPE R BACKFILL COMPACTED TO MINIMUM 95% MODIFIED PROCTOR. TYPE A, TYPE C, OR TYPE R BACKFILL. MATERIAL TO BE COMPACTED TO MINIMUM 95% MODIFIED PROCTOR. NOTES: 1. COMPLETELY REPLACE ALL CEMENT CONCRETE PANELS THAT ARE IMPACTED BY TRENCHING. PANEL WIDTH IS TYPICALLY FULL LANE WIDTH. PANEL LENGTH IS TYPICALLY 151. JOINTS TO BE LOCATED IN FIE TO DETERMINE EXACT PANEL LIMITS. 2. ALL JOINTS ARE TO BE REPLACED PER WSDOT STANDARD SPECIFICATIONS 5-01.3(4). TRANSVERSE AND LONGITUDINAL BARS ARE TYP #5 STEEL REBAR 16" ON CENTER ALONG FULL LENGTH AND WIDTH OF PA ALL REBAR TO BE ALIGNED PER DETAIL 4, DRAWING CT114. 3. WHERE EXISTING UTILITIES CROSS TRENCH, BACKFILL 6" CLEAR AROUND EXISTING UTILITY WITH TYPE OR S BACKFILL COMPACTED TO MINIMUM 95% MODIFIED PROCTOR. 4. BACKFILL SHALL EXTEND TO LIMITS OF SOIL DISTURBED WITH BYPASS PIPING TRENCHING. 5. STAMPED CONCRETE PATTERN AND COLOR BASED ON LOCATION: -INTERSECTION: RECTANGULAR RUNNING BOND PATTERN 5' X 5' GRID, FLAGSTONE 641. -CROSSWALK: 2.5 X 2.5 SQUARE PATTERN, SANDSTONE 5237 6. JOINT BETWEEN STAMPED CEMENT CONCRETE AND CEMENT CONCRETE DOWEL BARS: 1 1/4" DIAM X 18' CENTER 8" FROM EXISTING DOWEL PER DETAIL 4, THIS DWG. 7. RESTORATION SHALL INCLUDE REPLACEMENT OF ROADWAY STRIPES AND LANE MARKERS. INTERSECTION STAMPED CEMENT CONCRETE PAVEMENT rd� SCALE: 1/2"=1'-0" CT108 CT109 DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION logEASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II ICingClounty BYPASS RESTORATION DETAILS F V G LJJ LD U) Q N EL. z R O I- I- J_ m ON Q LJJ N z O U W U) ry O n LU U L.L W z W 0 U) I- U) Q LJJ Z O I- CQ G O LL z U W O CITY OF RENTON #: 7 R-40381 7 O DATE: JAN UARY 2019 z L1J PROJECT FILE NO: n/ 16-1123630 ILL DRAWING NO: O CT1 14 SHT NO / TOTAL REV 0 19 36 NO U H 0 IQ C D A E F G H 0 0 J 0 0 J 0 Sri U Q 0o � rn 3 00 O w U Z W w U_ w 00 O 0 0 w z O z w ry LL O W, u 3 2 _ m m E 0- w m �FX x 0 N co CO C�In N o� N � co U C: o� LU L W W Q o� d X 7 1 PRE -MANUFACTURED CATCH BASIN OR INLET INSERT NOTE: A. SEDIMENTATION TRAPS SHALL BE CLEANED AT REGULAR INTERVALS AND SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE. B. CATCH BASIN INSERT SHALL COMPLY WITH CITY OF RENTON STD PLAN - 216.30 AS PROVIDED IN THE SPECIFICATIONS. OW (TO BYPASS FORM VOLUMES) INSERTS SHOULD BE INSPECTED DAILY AND AFTER SIGNIFICANT RAINFALL. CLEAN OR REPLACE INSERTS WHEN HALF OF THE TRAP IS FILLED WITH SEDIMENT. REASON: TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED AREA. STORM DRAIN CATCH BASIN OR INLET INSERT SCALE: NTS 211> A A ,11,1- rn111%1AI I-K- 1r ST. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS, MIN 6" OVERLAP. USE MIN 1" STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH TO POSTS. 6' MAX W/ GREATER THAN STANDARD STRENGTH FABRIC 8' MAX IF WIRE BACKING USED FILTER FABRIC FENCE NOTES: A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, BOTH ENDS SECURELY FASTENED TO THE POST A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND. C. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS. D. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. CT111 CT112 FILTER FABRIC WIRE MESF MIN 12"x12" TRENCH. BACKFILL W/ NATIVE SOIL OR Y4" TO 1 Y2"O WASHED GRAVEL rrvCE POST U_ X ry _Qm 'AU_ � o � o w J � J E. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF THE STANDARD NOTES APPLYING. F. FILTER FABRIC FENCES SHALL BE REMOVED WHEN CONSTRUCTION ACTIVITY IS COMPLETE AND THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. G. FILTER FENCES SHALL BE INSPECTED DAILY AND IMMEDIATELY AFTER EACH RAINFALL. DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. H. FILTER FABRIC FENCE SHALL COMPLY WITH CITY OF RENTON STD PLAN - 214.00 AS PROVIDED IN THE SPECIFICATIONS. FILTER FABRIC FENCE (SILT FENCE SCALE:NTS IN C)M PLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING rnair 01/22/2019 SURFACE WATER UTILITY rstraka 01 /23/2019 B COAM OWA#ft NIA01% CAROLLO ENGINEERS, INC. 1218 3RD STREET, SUITE 1600 SEATTLE, WA 98101 PH:206-684-6532 FAX:206-903-0419 CITY OF RENTON EROSION AND SEDIMENTATION (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRCUTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. TI IE APPE16ANT IS RESPE)NSIBLE FE)R OBTAINING TI IE WAS' IINGTE)N STATE DEPARTMENT E)F EGE)LE)GY(EGE)LE)GY) 6E)NSTRU6TIE)N STE)RMWATER GENERAL PERMIT, IF IT IS REQUIRED F PERMIT. . 3. ;' IE ESC PLAN a ET SI 'ALL I ISL UDE AN E C C^ 4 T RU TI s; , ON rQE rrd�r DrTAILINC.' TI Ir E)RDERED STEPS TI 'AT SI 'ALL BE r/lI I r-\1n EB FRE) l A 6E)NSTR GTION GE) AMEP46EMENT T/l f eS:F f RE) E6T 6 EAN P IN /-1n BER T!l FULFILL II FI 1 f,RE) E6T ES6 REE)l IIREMENTS 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED T BI IZED l E)P4STf,l 6:FIE)N ENTnnnl6ES 'ALL BE INSTnl I EB AT TI Ir BEGINNING IING & MEASURES, SIJGI I S GE)N +TRUGTED WI 'EEL mine+' I SYSTEMS E)R WAS PABS MAYBE REQUIRED Te ENSURE TI 'AT ALL PAVED AREAS ARE KEPT 6LEAN AND TRA6'(-E)tJT TE) ReAD RIG' IT-E)F-WAY WATERS a I EE "�E 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIAL OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G. SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN THE CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. 11 JAN UARY 2019 I ILI LI\ I /-ll..Jl\IV 1 LIVVL STOCKPILING DETAIL SCALE: NTS This document is released for the purpose of information exchange review and planning only under the authority of Erik J. Waligorski, P.E. (Washington License No. 38087) on January, 2019. It is not to be used for bidding, permit or construction purposes. CITY OF RENTON ESC STANDARD PLAN NOTES (CONT'D): 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PRE THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. AS AN INFILTRATIE)P4 SYSTEM IN ITS PERMANENT STATE, TI IE E AT LEAST TI IRrr FEET n n�ETI Ir rr FINAL 19. BIORETENTIE)N, PERMEABLE PAVEMENT, ET6.) SI 'ALL BE GLEARLY 20. PRIOR TO BEGINNING THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. RE)ISKERIES RE 6eNSIDERED TE) BE n MET' IE)D eF BANK STABILIZATIE)N aNBERE)SIE 4 G nIT�Iz. RE)GyrRIrS SI 'ALL nIr\T BE 6E)INST.rlRU6TEDTA SERVE AS -RETAINING -WALLS. ALL RA61(rRIr_ IN 1. STOCKPILE SHALL BE COVERED WITH VISQUEEN PLASTIC (MIN. 6 MIL) IF IT IS TO REMAIN UNWORKED FOR MORE THAN 12 HOURS DURING THE WET SEASON (OCT. 1 - APRIL 30) AND FOR MORE THAN 7 DAYS DURING THE DRY SEASON (MAY 1 - SEPT. 30). 2. DURING THE WET SEASON, MATERIAL REQUIRED TO COVER STOCKPILE MUST BE STORED ON SITE. 3. STOCKPILE SHALL NOT BE PLACED IN AN AREA WITH A SLOPE GREATER THAN 20%. 4. STOCKPILE AREA SHALL HAVE FILTER FABRIC FENCE INSTALLED AROUND ENTIRE AREA. AN OPENING ACCESS SHALL BE LOCATED ON THE UPHILL SIDE, AND SHOULD BE CLOSED WITH FILTER FABRIC FENCE WHEN NOT IN USE. This document is released for the purpose of information exchange review and planning only under the authority of Brian A. Sliger, P.E. (Washington License No. 55635) on January, 2019. It is not to be used for bidding, permit or construction purposes. DESIGNED/DRAWN: CHECKED: B. HAWES E. WALIGORSKI/ G. GOULD PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER: B. ISAAC NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 U It I KII'1g COY11V KING COUNTY EROSION / SEDIMENTATION CONTROL NOTES: 1. THE IMPLEMENTATION OF THESE EROSION & SEDIMENTATION CONTROL PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE EROSION & SEDIMENTATION CONTROL FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 2. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL DIRECTED BY THE ENGINEER TO BE REMOVED. 3. THE EROSION & SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. (KCC 9,04.020 AA, KCRS 7.09 D) 4. THE EROSION & SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE EROSION & SEDIMENTATION CONTROL FACILITIES SHALL BE UPGRADED (E.G. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS (KCC 9.04.090 132). 5. THE EROSION & SEDIMENTATION CONTROL FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING (KCC 9.04.090 62 132). 6. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED EROSION & SEDIMENTATION CONTROL METHODS (E.G. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.)(KCRS 7.09D). 7. ANY AREA NEEDING EROSION & SEDIMENTATION CONTROL MEASURE, NOT REQUIRING IMMEDIATE ATTENTION. SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 8. THE EROSION & SEDIMENTATION CONTROL FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 9. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 10. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED AREAS GREATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED FOR MORE THAN 12 HOURS SHALL BE COVERED BY ONE THE FOLLOWING COVER MEASURES: MULCH, SODDING OR PLASTIC COVERING. COVER UNWORKED STOCKPILES PER DETAIL 3, THIS DWG. 11. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE AS A TEMPORARY SETTLING BASIN. 12. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GROSSES SHALL BE APPLIED AT AN APPROPRIATE RATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE) 13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II TESC - TEMPORARY EROSION AND SEDIMENTATION CONTROL DETAILS G CITY OF RENTON #: R-40381 8 DATE: JAN UARY 2019 PROJECT FILE NO: 16-1123630 DRAWING NO: CT1 15 SHT NO / TOTAL REV 0 20 36 NO E F 1 0 m m a� N t� O iY L0 O N U Y z O W W J ILL X W 0 Of O 00 0 c� _J 0) 00 0 N W 0 0 0 W c 0 c w IY � � m 0 m 00 E U � � N In 00 o �00 U O N O L co U c o Y � 31LU CLO U ii A A B A C D A E A F A G H co L DESIGN CRITERIA CONCRETE REINFORCING STRUCTURAL MATERIAL SYMBOLS N L L 1. DESIGN CODE: 2015 WASHINGTON STATE BUILDING CODE (WSBC 2015) AS AMENDED BY THE CITY OF RENTON. 1. REINFORCING STEEL: CD r TYPICAL: ASTM A615, GRADE 60 SYMBOL DESCRIPTION CD 2 2. REFER TO THE DRAWINGS FOR ADDITIONAL AND SPECIFIC STRUCTURE LOADINGS AND REQUIREMENTS. WELDED: ASTM A706, GRADE 60 00 CD 3. ALL LOADS SHOWN ARE ASCE 7-10 UNFACTORED LOADS UNLESS NOTED OTHERWISE. APPLY THE ASCE 7 OR 3. CONCRETE COVER FOR REINFORCING, UNLESS SHOWN OTHERWISE, SHALL BE: GROUT U 00 IBC 2015 LOAD FACTORS (ASD OR LRFD) AS NECESSARY. ANY REINFORCING WHEN CAST AGAINST EARTH: 3" CD 4. DEAD LOADS: CONCRETE EXPOSED TO EARTH, LIQUID, WASHDOWN, OR WEATHER: CHEMICALLY GROUTED SELF WEIGHT ALL REINFORCING: 2 1/2" GRANULAR FILL 5. LOADS ACTING ON EXCAVATION SUPPORT: 4. ALL HOOKED REBARS SHALL BE ACI STANDARD HOOKS I EARTH OR FINISH GRADE W ALL LOADS ACTING ON THE EXCAVATION SUPPORT SYSTEM ARE BASED ON THE RECOMMENDATIONS 5. ALL LAPPED REBAR LAP SPLICES SHALL BE ACI CLASS B TENSION LAP SPLICES F___ CONTAINED IN THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY ASPECT CONSULTING, DATED CONCRETE OR SHOTCRETE DECEMBER, 2018. LO z CAST IN PLACE CONCRETE = STEEL p � o z EARTH PRESSURES FOR INTERNALLY BRACED TEMPORARY SHORING 1. 28-DAY COMPRESSIVE (DESIGN) STRENGTHS: CO W INTERNALLY BRACED ALL CONCRETE SHALL BE: 4000 PSI SHEET PILING U_ BAl 2. ROUGHEN AND CLEAN ALL EXISTING CONCRETE SURFACES THAT WILL HAVE NEW CONCRETE CAST AGAINST IT O PRIOR TO PLACING ADJACENT CONCRETE. H Ho Dw BOTTOM OF 3. COORDINATE PLACEMENT OF OPENINGS, PIPE PENETRATIONS, CURBS, DOWELS, SLEEVES, CONDUITS, BOLTS EXCAVATION 62.4 psf U AND INSERTS PRIOR TO PLACEMENT OF CONCRETE. H, ft HYDROSTATIC 4. SHOTCRETE HAVING THE SAME 28-DAY COMPRESSIVE STRENGTH MAY BE USED IN PLACE OF CAST -IN -PLACE pw pa PRESSURE CONCRETE AT THE ESI PIPE OPENING CLOSURES. W 500 psf 1zU) CG t ft Q ^2 L.L STRUCTURAL STEEL AND METAL FABRICATIONS 100 z psf O 1 ft E 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM STANDARDS: Q W-SHAPES A992 MISCELLANEOUS SHAPES INCLUDING PP ANGLES, CHANNELS, PLATES, ETC. A36 o J HOLLOW STRUCTURAL SECTIONS (HSS) A1085 m ALLOWABLE STATIC o STEEL PIPE A53, GRADE B = PASSIVE ACTIVE 4 3 PRESSURE PRESSURE > WHERE: 0 2. FASTENERS SHALL CONFORM TO THE FOLLOWING ASTM STANDARDS EXCEPT WHERE SPECIFICALLY w pa =25H° pw = 12Hw - INDICATED OTHERWISE: = p�w _ 900CGper Aspe Aspect STRUCTURAL STEEL BOLTS: F3125 GRADE A325 N CG = 11 ft +/- per Carollo ° J N NOTES NOT TO SCALE m O 1. EARTH PRESSURES ARE IN POUNDS PER SQUARE FOOT (PSF), LINEAR DIMENSIONS INFEET (FT). CONCRETE SCREW ANCHORS (GALVANIZED) HILTI KWIK HUS, POWERS WEDGE -BOLT+, 2. LEVEL GROUND CONDITIONS ARE ASSUMED. SIMPSON TITEN HD, OR APPROVED EQUAL (� 3. EARTH PRESSURES ASSUME EXCAVATION AND SHORING METHODS THAT RESULT IN THE ACTIVE PRESSURE CONDITION. m W c 4.ALLOWABLE LOWA LE PASSIVE EARTH PRESSURES INCLUDE A FACTOR OF SAFETY OF 1.5 AND ASSUME SATURATED CONDITIONS BELOW THE BOTTOM 3. NO CUTTING OR BURNING OF STRUCTURAL STEEL IS PERMITTED WITHOUT THE APPROVAL OF THE U) OF 5. EARTH PRESSURES ARE APPROPRIATE FOR TEMPORARY SHORING WALLS WITH AT LEAST ONE LEVEL OF INTERNAL BRACING. PROJECT REPRESENTATIVE. 6. REFER TO THE TEXT FOR ADDITIONAL TEMPORARY SHORING CONSIDERATIONS AND DETAILS. O 7. RAILROAD SURCHARGE SHOULD BE COMPUTED IN ACCORDANCE WITH BNSF & UPPR (2004) GUIDELINES FOR TEMPORARY SHORING. % ^� 8. A 100 PSF UNIFORM RECTANGULAR SURCHARGE SHOULD BE ADDED TO THE DISTRIBUTION SHOWN FOR SHORING WALLS NOT SURCHARGED I..L BY THE RAILROAD. W Legend U H = Height of Wall (Feet) Internally Braced Temporary Shoring w Ho = Height of Wall Above Design Groundwater Elevation (Feet) Earth Pressure Diagram o 2 Hw = Height of Wall Below Design Groundwater Elevation (Feet) Eastside Interceptor II Rehabilitation Z BI = Internal Bracing Location D = Shoring Embedment (Feet) Renton, Washington g' I I I CG = Chemical Grout Ground Improvement Thickness (Feet) Y p = Ordinate of Maximum Apparent Earth Pressure (Pounds Per Square Foot) RY. Q Aspect DEC 2018 M� FIGURE NO. Dw = Design Groundwater Depth (Below Ground Surface, Feet) a PROJECTNO. REVISED 6Y ' ^ CONSULTING 170226 MO(12.04.2018) 3 v, VJ GENERAL INFORMATION WELDING w z 1. WELDS SHALL CONFORM TO AMERICAN WELDING SOCIETY (AWS): O 1. DESIGN DETAILS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS OCCURRING D1.1, STRUCTURAL WELDING CODE STEEL THROUGHOUT THE PROJECT, WHETHER OR NOT THEY ARE INDIVIDUALLY CALLED OUT. D1.4, STRUCTURAL WELDING CODE REINFORCING STEEL 2. VERIFY FINAL OPENING DIMENSIONS IN THE ESI PIPELINE WITH OTHER DISCIPLINE DRAWINGS PRIOR TO 2. REPAIR WELDS FOUND DEFECTIVE IN ACCORDANCE WITH AWS D1.1 SECTION 5.26. 0� CONSTRUCTION OF THESE ELEMENTS. O ILL. INDICATED OTHERWISE CJP BUTT JOINT WELDS SHALL BE COMPLETE JOINT PENETRATION () . 3. DO NOT CUT OR MODIFY PIPES OR OTHER STRUCTURES, UNLESS SPECIFICALLY DETAILED OR APPROVED IN 3. z WRITING BY THE PROJECT REPRESENTATIVE. - U THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET. w 0) O _O a_ O N z W Of O i i i i I I DESIGNED/DRAWN: I CHECKED: DEPARTMENT OF NATURAL RESOURCES & PARKS DATE: co a fell I PERMIT ISSUE DRAWING This document is released for R. ROBERTS C. ROBERTS WASTEWATER TREATMENT DIVISION JANUARY 2019 z Mthe purpose of information ______-L____________ EASTSIDE INTERCEPTOR SECTION 2-------------- W I exchange review and planning PROJECT ENGINEER: i SCALE: PROJECT FILE NO: --�---- i only under the authority of REHABILITATION - PHASE 11 `0 , This document version is designed to contain I y y B. SLIGER AS NOTED . 16-1 123630 Ronald M. Roberts P.E. -- ---- -- ----------------------- �-- sufficient relevant information for the applicable I I O 0 i pp I I (Washington License No. DESIGN APPROVAL: I FACILITY NUMBER: DRAWING NO: --�-- b I Permit Review submittal and approval process. 20403) on January, 2019. It is I B. ISAAC i NONE Cou GENERAL STRUCTURAL 001 > not to be used for bidding n W W I I I I i I , permit or construction PROJECT ACCEPTANCE:I CONTRACT NO: REV w ; ; ; ; Roberts En ineerin I I purposes. I sH21 ° 36AL NO 0 (� Q I g g i JANUARY 2019 i M. DARBY i C01307C18 NOTES X NO I REVISION DESCRIPTION I BY APVD I DATE I A V B V C V D V E F V G H CD 00 O N W L N a) o O co�I o c <n N a) CD Q � 2 O c m LO 0 m C7 E N � Q L(j co U � Y co Z •T oo O o � � N Q 0 W QCO W U J C LL •`1 W 31LU Q Q- O O --� J 00 Q IL 00 O N W � M o O i O co�I 00 c: I o c � N � Q � _ O C.0 m lLo 0 m O CD N U) Cl N O Y� �o Z •— °o U O N N Q O W QM W cm U J_ C LL Y 0 LU Q Q ~ O �O 00 0 IL W U z W LU co 2 0 c� J 0) co 0 N W o 0 M CM O O W Z O I- Z W ry H O WA u 3 2 0 1` cn 0) cflmo 0 m N Ew � N � � rn x So O 2M 0 ob N •� o N O r T QC I CM o Y � � 31� LL CO W Q UiiX� NO A A B A C A D A E A F ES12 PIPE JT /5 1 RU 16, 1 YP (b) tS 'LL'" ^'M L..' S102 S102 FC-90 OR MC-90 CORNERS AS REQ'D SURFACE EL 124.5 (APROX) GROUNDWATER p EL 115.5 (APROX) BOT OF CHEM. GROUTED SOIL EL 104.0 REVISION DESCRIPTION EXCAVATION SUPPORT PLAN SCALE: 1/4"=1'-0" 10'-0" BEYOND SHEET 10'-0" BEYOND SHEET PILE. CHEMICAL GROUT PILE. CHEMICAL GROUT FULL WIDTH OF CHEMICAL GROUT FULL FULL WIDTH OF EXCAVATION WIDTH OF EXCAVATION EXCAVATION TIP OF SHEET EL 84.5 OR BELOW BY IAPVDI DATE LIP its Engineering EXCAVATION SUPPORT SECTION A SCALE: 1 /8"=1'-0" --- PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. 11 JANUARY 2019 11 CL ES12 HEMICALLY GROUTED OILS EACH END OF KCAVATION STOP SHEETS 6" ABOVE CROWN OF PIPE, TYP EACH END WALL CHEMICALLY GROUTED SOILS G A H M ti NOTES CND 1. COMPLETE SHEET PILE INSTALLATION � PRIOR TO BEGINNING CHEMICAL GROUTING. M 2. COMPLETE CHEMICAL GROUTING PRIOR TO Ir— BEGINNING EXCAVATION. C) 3. DO NOT EXCEED T OF EXCAVATION PRIOR TO INSTALLING ALL WALERS AND STRUTS. 4. BACKFILL AND COMPACT TO THE UNDERSIDE OF THE WALERS PRIOR TO REMOVING WALERS AND STRUTS. 5. AFTER WALERS AND STRUTS ARE REMOVED. CUT OFF AND REMOVE ALL SHEET PILES WITHIN TWO FEET OF THE FINISHED GRADE. lt 6. COMPLETE BACKFILL AND COMPACTION lt AFTER UPPER PORTION OF SHEET PILES O HAVE BEEN REMOVED. THE REMAINDER OF O THE SHEET PILES SHALL BE LEFT IN PLACE. O THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET. This document is released for the purpose of information exchange review and planning only under the authority of Ronald M. Roberts, P.E. (Washington License No. 20403) on January, 2019. It is not to be used for bidding, permit or construction purposes. DESIGNED/DRAWN: CHECKED: R. ROBERTS C. ROBERTS PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER B. ISAAC NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 s IQfl9 1ft DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II EXCAVATION SUPPORT PLAN N— Z O 75CQ ry O ILL Z I— U W O a_ I DATE: I— JANUARY 2019 W PROJECT FILE NO: n/ 16-1123630 LL DRAWING NO: O S101 SHT NO / TOTAL I REV 24 36 NO: 0 (� 0 A C 0 E F G it C L�7 F W U z W U- W co 0 N W o 0 00 co O O W 3 2 0 CU) W3:0) cfl m ao 0 m N 0 Ew N � � m X M � o co .23 Ob N •� 0 0 N _(6 O r T Qcy) I �a o Y N 31� W W Q UiiX- NO EL 84.5 OR BELOW REVISION DESCRIPTION 1 V-0" EXCAVATION SUPPORT SECTION A SCALE: 1/4"=1'-0" S101 BY IAPVDI DATE its Engineering :TEND SHEETPILES COVE TOP OF EXIST. NCE AS REQ'D TO STALL SHEETPILES, TYP. EXIST. FENCE TO REMAIN. CHIP OUT CHEM GROUTED SOILS AS NECESSARY TO SAWCUT PIPE OPENINGS Xz GROUNDWATER HEMICAL PRESSURE ROUT PER 'ECIFICATION SECTION 1 32 23 FULL LENGTH F EXCAVATION + 10'-0" EYOND OUTSIDE OF HEET PILES EACH END D THE LIMITS SHOWN. PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. EL 84.5 OR BELOW 1 V-0" EXCAVATION SUPPORT SECTION B SCALE: 1/4"=1'-0" S101 :TEND SHEETPILES COVE TOP OF EXIST. NCE AS REQ'D TO STALL SHEETPILES, TYP. EXIST. FENCE TO REMAIN. CHIP OUT CHEM GROUTED SOILS AS NECESSARY TO SAWCUT PIPE OPENINGS Xz GROUNDWATER HEMICAL PRESSURE ROUT PER DECIFICATION SECTION 1 32 23 FULL LENGTH OF <CAVATION + 10'-0" EYOND OUTSIDE OF HEET PILES EACH END D THE LIMITS SHOWN. THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET. I� JANUARY 2019 �I This document is released for the purpose of information exchange review and planning only under the authority of Ronald M. Roberts, P.E. (Washington License No. 20403) on January, 2019. It is not to be used for bidding, permit or construction purposes. DESIGNED/DRAWN: CHECKED: R. ROBERTS C. ROBERTS PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER B. ISAAC NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 s Kim my �.01111'y DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II EXCAVATION SUPPORT SECTIONS M ti N (fl O O r lt lt LO O 0 CIS ry r DATE: JANUARY 2019 W PROJECT FILE NO: n/ 16-1123630 ILL DRAWING NO: O S102 >- SHT NO / TOTAL REV 25 36 NO U 0 A C 0 E F G ii A A B C IC E F A G H W U z W LL W 0) co O N W o 0 Cn z O I- z NW H O U 3 2 0 C:U) a) a) 0� 3:0) �m06 0 m N a E W � M � � M X o M 6ocfl Ln 0b N � — — •� 0 0 N _(6 O r T Qcy) I 0)a o Y 31� W W Q 0 [L X - NO PL3"x6"x 4 1'-6", TYP WALER/WALER CONNECTION DETAIL 1 SCALE: 3/4"=1'-0" S101 WALER SUPPORT DETAIL 4 SCALE: 3/4"=1'-0" S101 REVISION DESCRIPTION BY IAPVDI DATE its Engineering D7Ar) TVD V V LTA 1 V WALER/SHEET PILE SHIM DETAIL 2 SCALE: 3/4"=1'-0" S101 P L 3/4" x 6" x IV 0-11 TV0 WALER SPLICE CONNECTION DETAIL 5 SCALE: 3/4"=1'-0" S101 PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. II JANUARY 2019 �I STEEL SHIM, TIGHT FIT ALL SHEET PILES. SI 2/S 103. PZ40, TYP TVID WALER/STRUT CONNECTION DETAIL 3 SCALE: 3/4"=1'-0" S101 WALER SUPPORT DETAIL 6 SCALE: 3/4"=1'-0" �O2 THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET. This document is released for the purpose of information exchange review and planning only under the authority of Ronald M. Roberts, P.E. (Washington License No. 20403) on January, 2019. It is not to be used for bidding, permit or construction purposes. DESIGNED/DRAWN: CHECKED: R. ROBERTS C. ROBERTS PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER B. ISAAC NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 La IQfl9 11'y WALER TO WT8 DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II EXCAVATION SUPPORT DETAILS 1 LJ LO O 0 00 N� �•1 DATE: JANUARY 2019 W PROJECT FILE NO: n/ 16-1123630 ILL DRAWING NO: O S103 >- SHT NO / TOTAL I REV 26 36 NO 0 U 0 Ail C 0 E F G i A A B A C A D A E F X I W U z W LL W 0��l 00 CM O O W z O I— z LLI ry H O 3 2 a� a� m � 0 c� J 0) 00 O N W N 1 0 C 0 Ecn 0) cfl m ao c m N a E w � M � X 20 N •� 0 N QC I CM o Y 31L LL CO W Q i UiX- NO PO CL REVISION DESCRIPTION BY IAPVDI DATE B rirc UrciNIIIINUO rLHiNI LINER ON INNER SURFACE. SCALE: 1/4"=V-0" PIPE OPENINGS CLOSURE PLAN SCALE: 1 /4"=V-0" LIP its Engineering PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. 11 JANUARY 2019 11 CHIP BACK CHEM. GROUTED SOIL AS NECESSARY PREPARE SURFACE AND PLACE CONCRETE. TYP. CL ES12 CL ES12 THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET. This document is released for the purpose of information exchange review and planning only under the authority of Ronald M. Roberts, P.E. (Washington License No. 20403) on January, 2019. It is not to be used for bidding, permit or construction purposes. DESIGNED/DRAWN: CHECKED: R. ROBERTS C. ROBERTS PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER B. ISAAC NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 s IQfl9 1ft DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II ESI PIPE PLAN VIEW ACCESS OPENINGS DATE: JANUARY 2019 PROJECT FILE NO: 16-1123630 DRAWING NO: S201 SHT NO / TOTAL I REV 0 27 36 NO: IZI- LO 0 0 ry 0- Z O CQ ry O ILL. z I— U LU a_ z O I— z LU ILL. O U 0 C 0 E F G i w U z w ry w LL w ry 0 M O O w Z O I— Z w ry LL O W u W +/- 5'-11 3/4" - - cfl 5-0" CLEAR f �I SAWCUT THRU PIPE CROWN 1, II THICKNESS. PROVIDE HOLES AT I I CORNERS TO PREVENT OVERCUTS, 'I ° TYP ALL CORNERS. I' d / \\NOTE: TEMPORARY BULKHEAD OMITTED FOR CLARITY. SEE DWG S203 FOR BULKHEAD DETAILS. ol ESI 5'-0"x8'-0" OPENING I SECTION A SCALE: 1/2 -1 -0 S201 B A C CAST -IN -PLACE CONCRETE OR SHOTCRETE. MATCH EXISTING PIPE WALL THICKNESS. MATCH ALL EXISTING LONGITUDINAL ;EINF SIZE AND SPACING. CHIP BACK ONC AS NECESSARY TO COUPLE NEW BARS TO EXISTING EACH END WITH MECHANICAL COUPLERS. ASSUME 14 TOTAL #6 BARS TOP & BOTTOM FOR BIDDING PURPOSES. IC MATCH ALL EXISTING CIRCUMFERENTIAL REINF SIZE AND SPACING. CHIP BACK CONC AS NECESSARY TO COUPLE NEW BARS TO EXISTING EACH END WITH MECHANICAL COUPLERS. ASSUME 34 TOTAL #6 BARS TOP & BOTTOM FOR BIDDING PURPOSES. / \ BAR LOCK TYPE MECHANICAL COUPLERS, ° TYP. EACH END CIRCUMFERENTIAL AND RESTORE LINER LONGITUDINAL BARS FOLLOWING PIPE REPAIR, TYP. r j ROUGHEN ALL i it CONTACT SURFACES � CHIP BACK AS REQ D FOR TO 1/4" AMPLITUDE II.I MECHANICAL COUPLERS EXIST LINER, TYP. ' ' II WHEN REPAIRING THE II AND COAT WITH LATEX I OPENING. BONDING AGENT, TYP. I EXIST LINER, TYP. i ESI 5'-0"x8'-0" OPENING REPAIR I - I -- -- -- -- -- -- -- -- -- - I I - 3 - — - t I I I I 2 Ico -R I\LIVI\.i V L r I L- ' I ' I CROWN COUPON 7 J 00 N w I NOTE: TEMPORARY BULKHEAD - - - W OMITTED FOR CLARITY. SEE DWG oS203 FOR BULKHEAD DETAILS. W 0 ESI 5-0" x 8'-0" OPENING DETAIL 1 comma 0 m N SCALE: 3/4"=1'-0" S201 0Ew -6) LCOLOf � M ~ � x M � o co Ob N — •� o 04 N O r T QC I CM o Y 31� CO X �NO REVISION DESCRIPTION U ii E A F #5 HOOKED BAR @ 12" O.C. EW (4 ROWS OF 7 BARS EACH ROW, TYP (6) OPENINGS) +/- 3'-6 3/4" CAST -IN -PLACE CONCRETE OR SHOTCRETE #5 @ 6" O.C. LONGITUDINAL n1'-8" TYP c90 / \ °. 3 -0 CLEAR SAWCUT THRU PIPE CROWN II THICKNESS. PROVIDE HOLES AT II II CORNERS TO PREVENT OVERCUTS, I' ° d° .1 TYP ALL CORNERS. SALVAGE CROWN COUPON FOR / REINSTALLATION. k , EXIST LINER, TYP. ESI 1'-8"x3'-0" OPENING SECTION B SECTION C SCALE: 1/2 -1 -0 S201 SCALE: 1/2 -1 -0 S201 — - --- - --- -- -- --- --- CONCRETE OR SHOTCRETE - PIPE REPAIR. CHIPPING FOR I I =�- 1 --I -- -- -- - REBAR COUPLERS AND REINF i NOT SHOWN FOR DWG i I 1 __ -- _ -- I I CLARITY. ° I I I d d . d .°,' I 8 Q I d I II I I I a d'j d° ° I° ° I I d° d I II I O i - I / I I ° d 1 1 -d ° d d� I hl M— ----------- — — — — — — — — -- — T d 4 d d I d ° d I d 4 � °° ° a ° Q ° i d °a .16 I II I I REMOVE PIPE CROWN I ° ° I II i COUPON AND I I I I I SALVAGE FOR I REINSTALLATION I I I I 1 I 1 1 I I 1 I 1 I _ _ I I I THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET. BY IAPVDI DATE B I b its Engineering C ESI 5-0" x 8'-0" OPENING REPAIR I ESI 1'-8" x 3'-0" OPENING DETAIL 2 SCALE: 3/4"=1'-0" S201 PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. JAN UARY 2019 i This document is released for the purpose of information exchange review and planning only under the authority of Ronald M. Roberts, P.E. (Washington License No. 20403) on January, 2019. It is not to be used for bidding, permit or construction purposes. ■ G A H M REINSTALL ORIGINAL CROWN COUPON. ROUGHEN ~ ALL SURFACES AND EPDXY GROUT AROUND ALL N Cfl Ir- EDGES. COAT CUT EDGES OF EXISTING LINER WITH O EPDXY PRIOR TO REINSTALLING. TYP. O M #5 @ 6" O.C. LONGITUDINAL CONT. FULL LENGTH OF CONCRETE CLOSURE. U #5 CIRCUMFERENTIAL REINF @ 6" O.C. W/ 1 1/2" COVER �4" CHAMFER CORNERS d ALL AROUND, TYP. DRILL & EPDXY / a \ ANCHOR WITH 6" �RESTORE LINER `� \ \ EMBEDMENT, TYP FOLLOWING PIPE \� \\ \ ALL HOOKED BARS REPAIR, TYP. ' ; ROUGHEN ALL CONTACT II SURFACES TO 1/4 AMPLITUDE II 'I AND COAT WITH LATEX BONDING I' ° AGENT. TYP. �\ \ EXIST LINER, TYP. I i ILU I \ I c) 1'-8" x3'-0" OPENING REPAIR O I I SECTION D Q SCALE: 1/2 =1 -0 S201 I - - - - t CONCRETE OR SHOTCRETE - - I CLOSURE OVER REINSTALLED CROWN COUPON. CHIP BACK AND ' 1 REMOVE CHEM. GROUTED SOIL AS REQ'D. ' III , I I I °d I I .4 ° ° - d ° d d I. ° a -- —--------------- -- -- - III , p Ia d I ° .4 I ' °. 4 a d j d4 Q` d I .. ,1 ° I I I / I I / #5 HOOKED DOWELS. I - - - - — EPDXY ANCHORED I I - DETAIL 3 SCALE: 3/4"=1'-0" S201 DESIGNED/DRAWN: CHECKED: R. ROBERTS C. ROBERTS PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER: B. ISAAC NONE 10n rft PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 ESI 1'-8" x 3'-0" OPENING REPAIR DETAIL LL SCALE: 3/4"=1'-0" S201 DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II ESI PIPE SECTIONS ACCESS OPENINGS G 0 W W Q w Z U w O a_ Z O DATE: I— JANUARY 2019 W PROJECT FILE NO: 0/ 16-1123630 LL DRAWING NO: O S202 SHT NO / TOTAL I REV 28 36 NO: 0 (� /1 F it E F W U Z W ry W U- W ry 0 W u 3 2 W 0 J 0) 00 0 N W W co N 1 0 co 0 C:U) 0� 3: 0) �m06 M 00N E u; -Of M co cB rn x � M C) CO mn ob N � — 04 •� o ON- 2N _6 O r T QM I CM a) 2 Y � � 31� W W (DQ CiiiXNO A A B A C A D r,' 011 r�i C:AD nOC:n11nir2 t�onXAini 3/4" THICK PLATE ' TYP EACH SIDE TEMPORARY SLIDE GATE SECTION A SCALE: 3/4"=1'-0" S201 EXIST. LINABOND LINER. REPAIR SEAL AROUND ALL HOLES AND DAMAGE AT PLATES, TYP END OF WORK AFTER BULKHEAD IS REMOVED. SEE 3/4" PL CUT TO FIT, TYP EA SIDE DETAIL 2/-. W6x25, TYP i• :::;.i 4 x 3 3/4 x8 UHMWPE BLOCK r 1 1/2" THICK REMOVABLE SLIDE GATE PLATES #10x4" FLAT HEAD SST 5/8" DIA A325 IN SCREW (3), TYP EACH OVERSIZE HOLES UHMWPE BLOCK L3x3x3/8, TYP @ 12" O.C. MAX PROVIDE WASHERS BOTH SIDES, TYP SIDE ATTACHMENT SECTION D SCALE: 3/4"=1'-0" --- REVISION DESCRIPTION A BY IAPVDI DATE B 5/16I\6 CUT FROM L6x6x1 /2 x V-7 1/2" d ° d ° o 0 UL I AIL W6x25. TYP SCALE: 3/4"=1'-0" EACH SIDE 1-3x3x�/8, TYP PL 5/8" x 1'-0" SQ BE TO RADI S OF ESI PIPE INTEtRIOR DIA ESI PIPE WALL, TYP EACH SIDE 3/4" DIA x 6" MIN EMBEDMENT CONCRETE SCREW ANCHOR. REMOVE ANCHOR WHEN BULKHEAD IS REMOVED AT THE END OF THE WORK AND FILL THE HOLE W/ EPDXY GROUT, TYP. SEE DETAIL 2 ON THIS SHEET FOR LINER REPAIRS AFTER REMOVAL. I b its Engineering C W6x25 w/ FLANGE COPED @ L6x6 CONNECTION 5/16 V 6 TYP. 3 3/4" 1 1/2" THICK REMOVABLE - SLIDE GATE UPPER PL JOINT BETWEEN UPPER AND LOWER PLATES L3x3x3/8" x 4'-10". SPACE 3/8" CLEAR BETWEEN 2" DIA OR AS REQ'D --" FOR LIFTING HARDWARE. 1 1/2" THICK REMOVABLE SLIDE GATE LOWER PL CUT FROM L6x6x1/2 x1'-7 1/2" LONG W6x25 EDGE OF SLOT IN CROWN 4 x 3 3/4 x 8 UHMWPE BLOCKS. SEE 00 SLIDE GATE DETAIL 3/-. 1 1/2" THICK REMOVABLE SLIDE GATE PLATES co co EDGE OF SLOT IN CROWN 3/4" DIA x 6" MIN EMBEDMENT EXPOSED SURFACE OF CONCRETE SCREW ANCHOR CONCRETE @ CUTOUT (4) REQ'D EACH CONNECTION. REMOVE ANCHOR WHEN BULKHEAD IS REMOVED AT THE END OF THE WORK AND FILL THE HOLE W/ EPDXY GROUT. TYP UPPER ATTACHMENT SECTION B SCALE: 3/4"=1'-0" --- PL 5/8 x 1'-0" SQ BENT TO RADIUS OF ESI PIPE INTERIOR DIA 4" D NOTE: SLIDE GATE PLATE HARE W6x25 AND SIDE PLATE DETAILS OMITTED FOR CLARITY. PROVIDE A 2-LEG GA STEEL CHAIN SLING W 3/4" DIA x 6" MIN EMBEDMENT LEGS AND A CENTRE CONCRETE SCREW ANCHOR. (4) REQ'D RING ATTACHED TO TF EACH W6x25. LOCATE AT 9" O.0 EW. SLIDE PLATE LIFTING L REMOVE ANCHOR WHEN BULKHEAD IS RIGGING AND ATT, REMOVED AT THE END OF THE WORK AND HARDWARE SHAI FILL THE HOLE W/ EPDXY GROUT. TYP MINIMUM SAFE WORKING 10,000 LBS. EXTEND CH INSIDE SURFACE TO SURFACE AND SE( OF ESI PIPE INVERT EMERGENCY REMOV) LOWER SLI LOWER ATTACHMENT SECTION C SCALE: 1 1 /2"=1 '-0" --- 4x33/4x8UHMWPE BLOCK W/ (3) #10 x 4" SST FLATHEAD SCREWS, 1" CHAMFER, TOP & BOT OF UHMWPE BLOCK, TYP 1 /8 TYP BOTH L3x3'S 1/8 1 1/4" W x 1/2" HIGH RUBBER BULB SEAL W/ (2) HOLLOW BULBS. ADHERE TO UPPER SLIDE GATE ASSEMBLY co - PROVIDE PL 1" x 8" x V-0", LIFTING LUGS ON LOWER SLIDE GATE PLATE. (2) REQ'D. ATTACH CHAIN SLING TO LIFTING LUGS. 5/16 TYP. EACH LUG 5/16 SLIDE GATE SECTION E SCALE: 3/4"=1'-0" --- PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. JAN UARY 2019 i 1 1/2" THICK REMOVABLE SLIDE PLATE RUBBER BULB SEAL LIF 4x33/4 BLO NOTCH EACH SIDE CLEAR W6x25 d ° EXIST. LINABOND LINER ° d a MOVE ALL SCREW ANCHORS AND FILL ° . HOLES AND OTHER DAMAGE TO EXIST LINER W/ EPDXY GROUT FLUSH WITH SURFACE OF a EXISTING LINER ° PATCH HOLE OR DAMAGED LINER W/ a LINABOND PER SECTION 09 97 50 OF THE SPECIFICATIONS. PROVIDE MIN. 4' OVERLAP WITH ADJACENT, EXISTING LINER PER DETAIL 4 DWG C107 d a. LINER REPAIR DETAIL 2 SCALE: 3/4"=1'-0" --- 4'-10" SLIDE 1 1/ T V V /1/ L I I I V I 1 1\ V✓✓ L I \✓ V L✓ V L/ \ L V V/ (2) HOLLOW BULBS. ADHERE TO BOTTOM (CURVED PORTION) OF BOTTOM SLIDE PL SLIDE GATE DETAIL 3 SCALE: 3/4"=1'-0" THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET. This document is released for the purpose of information exchange review and planning only under the authority of Ronald M. Roberts, P.E. (Washington License No. 20403) on January, 2019. It is not to be used for bidding, permit or construction purposes. DESIGNED/DRAWN: CHECKED: R. ROBERTS C. ROBERTS PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER: B. ISAAC NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 La IQfl9 11'y DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II ESI PIPE TEMPORARY BULKHEAD LU W Q DE I Z O Q m Q LLJ N Z O U Lu O F--- 0- LU U LU Z W 0 I- W Q W Z O I- O ILL Z U Lu O Z O DATE: JANUARY 2019 W PROJECT FILE NO: n/ 16-1123630 ILL. DRAWING NO: O S203 >- SHT NO / TOTAL REV 0 29 36 No: (� F G ii A A B A C A D A E A F A G H w U z w ry w LL w ry 0 00 O lit A W z O I- z W ry LL O A, u LEGEND: GENERAL ELECTRICAL NOTES: O INSTRUMENTATION AND CONTROL DEVICE. O CONNECTION POINT TO EQUIPMENT SPECIFIED. FURNISHED AND INSTALLED UNDER OTHER DIVISIONS OR CONTRACTS. RACEWAY, CONDUCTOR AND CONNECTION IN THIS DIVISION. [WXXYYZ] LOW VOLTAGE CONDUIT AND/OR CABLE DESIGNATION, SEE SCHEDULE W=P POWER W=T TELEPHONE YYY=000.999 W=S SIGNAL W=F FIRE Z=A THROUGH Z (OPTIONAL) W=C CONTROL XX= AREACODE W=PC POWER AND CONTROL MAJOR ELECTRICAL COMPONENT OR DEVICE - NAME 704-MCC01 OR IDENTIFYING SYMBOL AS SHOWN. PNL ® BRANCH CIRCUIT PANELBOARD X 5 MOTOR, SQUIRREL CAGE INDUCTION, HORSEPOWER INDICATED OR ABOVE GRADE CONDUIT AND CONDUCTORS — — OR/�fG CONCEALED OR UNDERGROUND CONDUIT AND CONDUCTORS I ATr- ALL UNMARKED HOME RUNS CONSIST OF TWO #12AWG CU CONDUCTORS IN CONDUIT. RUNS MARKED WITH CROSSHATCHES INDICATE NUMBER OF CONDUCTORS. CROSSHATCH WITH SUBSCRIPT "G" INDICATES GREEN GROUND WIRE. MINIMUM CONDUIT SIZE SHALL BE 3/4" FOR EXPOSED CONDUIT AND 1" FOR CONCEALED OR UNDERGROUND CONDUIT. CROSSHATCHES WITH BAR INDICATE #1OAWG CU 3 G CONDUCTORS. MINIMUM CONDUIT SIZE SHALL BE 3/4" FOR EXPOSED CONDUIT AND 1" FOR CONCEALED OR UNDERGROUND CONDUIT. CONDUIT DOWN CONDUIT UP ,.I., 120/240V 15 KVA 1 PH TD OR TC IXTDR Ir TO GROUND TRANSFORMER, SECONDARY VOLTAGES, PHASE AND RATING INDICATED AS APPLICABLE TIME DELAY RELAY CONTACT (TIME ACTION INDICATED) REMOTE DEVICE, WITH TERMINAL POINTS SHOWN COIL, LETTER SYMBOL OR ABBREVIATIONS INDICATE TYPE OF DEVICE 1. PROVIDE ELECTRICAL INSTALLATION IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE, LOCAL CODES, ORDINANCES. 2. PROVIDE ITEMS NECESSARY TO COMPLETE ELECTRICAL SYSTEMS. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY SHOW EVERY CONDUIT, BOX, CONDUCTOR OR SIMILAR ITEMS FOR A COMPLETE INSTALLATION. 3. VERIFY PHYSICAL DIMENSIONS OF EQUIPMENT TO ENSURE THAT ACCESS CLEARANCES CAN BE MET. 4. CONDUITS PASSING THRU BUILDING CONSTRUCTION EXPANSION JOINTS SHALL HAVE APPROVED EXPANSION FITTINGS, PROPERLY BONDED. 5. COORDINATE CONNECTIONS OF MECHANICAL EQUIPMENT WITH MECHANICAL AND CONTROLS CONTRACTORS PRIOR TO ROUGH -IN. 6. GROUND ALL ELECTRICAL DEVICES, MOTORS, METAL FRAMING, ETC., IN ACCORDANCE WITH NEC ARTICLE 250. PROVIDE A SEPARATE GREEN EQUIPMENT GROUNDING CONDUCTOR IN EACH RACEWAY. INDICATING LIGHT - LETTER INDICATES COLOR A A - AMBER G - GREEN ABBREVIATIONS: B - BLUE R - RED C - CLEAR W - WHITE ATS AUTOMATIC TRANSFER SWITCH INDICATING LIGHT - NEON CU COPPER G GROUND OIT OPERATOR INTERFACE TERMINAL PLC PROGRAMMABLE LOGIC CONTROLLER SWITCH, SINGLE POLE, SINGLE THROW (SPST) PMD POWER MONITORING DEVICE PSE PUGET SOUND ENERGY SE SERVICE ENTRANCE SSS SOLID SOFT STARTER TYP TYPICAL SWITCH, SINGLE POLE, DOUBLE THROW (SPDT) UPS UNINTERRUPTIBLE POWER SUPPLY VFD VARIABLE FREQUENCY DRIVE O A H SELECTOR SWITCH XOO OOX X = CLOSED CONTACT XOX O = OPEN CONTACT H=HAND A = AUTO TRANSFORMER, SECONDARY VOLTAGES, PHASE 120V AND RATING INDICATED AS APPLICABLE. -:1 CONDUIT, STUBBED AND CAPPED AS SHOWN 0 0 PUSH-BUTTON SWITCH, MOMENTARY CONTACT, NORMALLY OPEN JO OR HH GENERAL CONTROL OR WIRING DEVICE. LETTER SYMBOLS OR ABBREVIATIONS INDICATE TYPE OF DEVICE CONTACT - NORMALLY OPEN 10HP ® RECEPTACLE, SPECIAL PURPOSE - HP RATED HP AS INDICATED CONTACT - NORMALLY CLOSED 30 NONFUSED DISCONNECT SWITCH, SIZE INDICATED, 3 POLE UNLESS INDICATED OTHERWISE. 2 PUSH-BUTTON SWITCH, MOMENTARY CONTACT, ® VARIABLE SPEED DRIVE NORMALLY CLOSED VSDOOXX000 CONTACTOR - NORMALLY OPEN WITH NEMA SIZE PUSH TO TEST INDICATING LIGHT. 1 INDICATED AS APPLICABLE A LETTER INDICATES COLOR. OVERLOAD RELAY HEATER MAGNETIC STARTER WITH NEMA SIZE INDICATED KWH POWER METER CIRCUIT BREAKER, MAGNETIC TRIP ONLY, FRAME 100/M SIZE SHOWN, 3 POLE UNLESS INDICATED OTHERWISE. GENERATOR CIRCUIT BREAKER, THERMAL MAGNETIC TRIP SHOWN, 400 3 POLE UNLESS INDICATED OTHERWISE /2P=2 POLE. © GROUND BUS SWITCH - CURRENT RATING INDICATED, 3 POLE 100 UNLESS INDICATED OTHERWISE. 0 NEUTRAL BUS 1 FUSE - RATING INDICATED SA SURGE ARRESTOR 225 PMD 3-PHASE POWER MONITORING DEVICE, INCLUDING CURRENT TRANSFORMERS RIUNITY� NO REVISION DESCRIPTION BY I APVD DATE A V B V C PERMIT ISSUE DRAWING 11 JANUARY 2019 1 This document is released for the purpose of information exchange review and planning only under the authority of Richard E. Hensel, P.E. (Washington License No. 38424) on January, 2019. It is not to be used for bidding, permit or construction purposes. THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET. DESIGNED/DRAWN: R. HENSEL CHECKED: J. THOMAS PROJECT ENGINEER: B. SLIGER SCALE: NONE DESIGN APPROVAL: B. ISAAC FACILITY NUMBER: PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II ELECTRICAL KJ n9Cy SYMBOLS AND ABBREVIATIONS CIO N O O 00 Aj H H T_ W U) Q z O Q J_ m Q W N z O U W U) 171000 I - a_ W U W I- z W 0 U) I- U) Q W z O Q O ILL z U W O z O I- DATE: JAN UARY 2019 z W PROJECT FILE NO: 0/ 16-1123630 LL DRAWING NO: O E101 >- SHT NO / TOTAL REV 30 36 NO: 0 U 0 0 F V G i 0 C A D 4 F G A H w U Z W ry W LL W ry 0 00 M O 1 O lit W I- z z W ry LL A, u 3 2 1 NO SDMH 4308 A x RIM EL=125.73 X PIPES NOT VSIBLE BTM EL=114I x — — — x X — X X _ SDMH 4490 _ RI EL=124.65 � X I -�� X STRUCTURE P _ AVED OVER X RAILROAD — — — — — _ x NOT AS —BUILT TRACKS X ----- — _ — X --------------- = ---------------_ — _ SIDEwAL — — — x RIM EL=124.57 IE(NE) 48 "RCP-120.11 BTM EL=115.4 GENERAL NOTES: 1. SAWCUT EXISTING PAVEMENT FOR UNDERGROUND RACEWAY AND PAVE OVER TEMPORARILY. REMOVE UNDERGROUND RACEWAY AFTER STATION IS DECOMMISSIONED AND REPLACE PERMANENT PAVEMENT. 2. CABLES SHOWN AS INSTALLED ABOVE GRADE MAY BE INSTALLED BELOW GRADE AS NEEDED TO ENSURE ADEQUATE PROTECTION FROM DAMAGE. SUITABLY PROTECT ALL ELECTRICAL CABLE AND EQUIPMENT. SIZE ALL CABLE AND RACEWAY PER NEC AND MANUFACTURER GUIDELINES. KEY NOTES: -�___--- - _ K _ _ X v PROVIDE EXCAVATION FOR A TRANSFORMER VAULT IF A ----- --------- = — — — >< VAULT IS REQUIRED BY PSE. IX -- — — O2 COORDINATE SERVICE PRIMARY TRENCHING O----------------- 96, METRO SEWER-------------� REQUIREMENTS WITH PSE. + \� \� O -- -- — — — —, _ O3 PROVIDE GUARD POSTS AROUND SERVICE TRANSFORMER \ PARCEL CONCRETE 082305-9057 I \ \ I PUGET SOUND ENERGY P I• — � � IX �-- ----- -- ----- - SDMH 4343 - 48= P O - - - RIM X PIPES NOT VISIBLE I BTM EL=113.9X EXISTING PSE POLE 31856 166205 _x x Y CB 4408 RIM EL=123.7 [P10] t(NE)24"RCP=119.1 i IE(S)12"RCP=119. BTM EL=118.1 3 — PANELBOARD PB3 —/ x X\ �.j // \ GRASS iQ Q/ _ _-�--- - ----X - m��— — — — LANDSCAPED— L9 . APPROXIMATE JOB TRAILER LOCATIONS PAR�AVE N X_ — EX PANELBOARD PB2 PROPOSED PSE SERVICE TRANSFORMER — PROPOSED PSE o Q METERING SECTION n = LOCATION rn(n � rl m Q APPROXIMATE VFD AND ---------------------- -- -- T--__= PER PSE REQUIREMENTS. UMP INSTALLATION --- --- _ II_- 96" METRO SEWER AREA II ------ — 4a-� - = W - XXx--------------------- ---------48"-------------------- _---il--- X a X SERVICE PRIMARY [P01 ] [P08] [P02] ;URB + X CB 45 \ \� RIM EL_ 65 -124.03 X X X X NOT gS_BUILT; X \� BLOCKED �t ----------- - - - - - - - - - - - - - _ -- — - — — — — — — — — — — — YYPI AL CABt� — 12» X TO VFDs C C 0 TRANSFORMER AND I I PANELBOARD PB1 III / a _ [P09] / [PO4] B U a — P rr -----X— ___X_ — — Bus �U U— ° rfx�, P RIUNITY' REVISION DESCRIPTION BY APVD DATE B C PERMIT ISSUE DRAWING JANUARY 2019 This document is released for the purpose of information exchange review and planning only under the authority of Richard E. Hensel, P.E. (Washington License No. 38424) on January, 2019. It is not to be used for bidding, permit or construction purposes. —m- m PEL -—X------ O X. ►� - --��® PROPOSED MOBILE I GENERATOR o 0 PROPOSED ATS � AND SWITCHBOARD2. _1� l X �F CROS; 20 10 0 20 40 SCALE IN FEET 'HIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET. DESIGNED/DRAWN: CHECKED: R. HENSEL J. THOMAS PROJECT ENGINEER: SCALE: B. SLIGER 1" = 20' DESIGN APPROVAL: FACILITY NUMBER: B. ISAAC PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II ELECTRICAL SITE PLAN 1 z Q J_ m Q �W// N z 0 U Lu U) w U w MERIDIAN z W.S.L.G.N.Z. — NAD 83/2011 (BELLEVUE) LU U) DATUM U) Q W METRO DATUM Q 75 LL z U W 0 n z 0 I— DATE: JAN UARY 2019 z W PROJECT FILE NO: n/ 16-1123630 LL DRAWING NO: 0 El 02 >- SHT NO / TOTAL REV 31 36 NO: 0 U 0 0 F i A A B w U LU TO OVERHEAD U- 12.47KV DISTRIBUTION w [P01 ] 0 PSE UTILITY 00 TRANSFORMER CY) C:)[P02] O i KWH PSE METER W z O WN [P03] ry 2000/3 LL G• SA 2000A EUSERC O METERING SECTION AND SERVICE MAIN, 480/277V, L U Jim C IC ronAi STANDBY GENERATOR 480/277V, 150OKW — I 1875 KVA O 2000A ATS, _ 480/277V, 3-POLE [P05] - - - - - - - - - - - - - - - - - 2000A, 480Y/277V, 3PH, 3W SWITCHBOARD 350/3 350/3 350/3 350/3 350/3 350/3 350/3 60/3 60/3 125/2 [P41 ] [P42] [P43] [P44] [P45] [P46] [P47] [P21 ] [P22] [P06] VFD VFD VFD VFD VFD VFD VFD SSS SSS 50 KVA ® ® ® ® ® ® ® 48OV-240/120V 3 [P51 ] [P52] [P53] [P54] [P55] [P56] [P57] [P23] [P24] [P08] [P07] [P10] 200 200 200 200 200 200 200 20 20 BYPASS BYPASS BYPASS BYPASS BYPASS BYPASS BYPASS ODOR ODOR PANEL PANEL PANELPB1 PUMP #1 PUMP #2 PUMP #3 PUMP #4 PUMP #5 PUMP #6 PUMP #7 FAN #1 FAN #2 PB2 PB3 KING COUNTY TRAILER HIGHER LOAD ALTERNATIVE CONTRACTOR TRAILER FROM SERVICE EQUIPMENT - SEE ABOVE [P05] — — — — — — — — — — — — — — — — — — — — — — — — 2 2000A, 480Y/277V, 3PH, 3W SWITCHBOARD 225/3 225/3 225/3 225/3 225/3 225/3 225/3 225/3 225/3 225/3 60/3 60/3 125/2 J [P11] [P12] [P13] [P14] [P15] [P16] [P17] [P18] [P19] [P20] [P21] [P22] [P06] VFD VFD VFD VFD VFD VFD VFD VFD VFD VFD SSS SSS 50 KVA ® ® ® ® ® ® ® ® ® ® 7OV-240/120V [P31 ] [P32] [P33] [P34] [P35] [P36] [P37] [P38] [P39] [P40] [P23] [P24] [P08] [P07] [P10] 125 125 125 125 125 125 125 125 125 125 20 20 � BYPASS BYPASS BYPASS BYPASS BYPASS BYPASS BYPASS BYPASS BYPASS BYPASS ODOR ODOR PANEL PUMP #1 PUMP #2 PUMP #3 PUMP #4 PUMP #5 PUMP #6 PUMP #7 PUMP #8 PUMP #9 PUMP #10 FAN #1 FAN #2 MORE PUMPS ALTERNATIVE RIUNITY NO REVISION DESCRIPTION BY I APVD DATE A V B V C PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. JAN UARY 2019 E A F A G H GENERAL NOTES: 1. ASSUME HIGHER LOAD CONFIGURATION FOR ELECTRICAL SERVICE, GENERATOR, AND SWITCHGEAR CAPACITY SIZING. PUMP CONFIGURATIONS AND SIZES ARE FOR GUIDANCE ONLY. CONTRACTOR SHALL DETERMINE THE PUMPING CONFIGURATION WITH THE CONSTRAINTS THAT NO PUMP EXCEEDS 200 RATED HP AND TOTAL OPERATING LOAD DOES NOT EXCEED THE MAXIMUM LOAD INDICATED IN THESE CALCULATIONS UNLESS APPROVED BY THE COUNTY. 2. ELECTRICAL LOADS FOR SPECIFIC EQUIPMENT ARE APPROXIMATE. ENSURE ELECTRICAL DISTRIBUTION EQUIPMENT IS ADEQUATELY SIZED FOR THE ACTUAL LOADS AND PROTECTED PER NEC. 3. SIMULTANEOUS PUMP START SHALL BE PREVENTED EITHER BY STARTING EACH PUMP MANUALLY OR ENSURING A CENTRAL CONTROLLER STAGES PUMPS ONE AT A TIME. 4. CONFIRM AVAILABLE SHORT CIRCUIT CURRENT AT UTILITY TRANSFORMER SECONDARY WITH PSE AND ENSURE EQUIPMENT HAS ADEQUATE INTERRUPTING CAPACITY. KEY NOTES: OENSURE GENERATOR NEUTRAL IS ISOLATED FROM GENERATOR FRAME AND TRAILER. BYPASS PUMP STATION LOAD CALCULATION - HIGHER LOAD ALTERNATIVE LOAD QUANTITY RATING (HP) FLA NEC ADJ. FACTOR TOTAL ADJUSTED AMPS AT 480V kV LARGEST BYPASS PUMP 1 200 240 1.25 300 249 ADDITIONAL BYPASS PUMPS 6 200 240 1 1440 1197 ODOR CONTROL FANS 2 20 27 1 54 45 CONTRACTOR TRAILERS 2 1 94 45 TOTAL 1848 1537 BYPASS PUMP STATION LOAD CALCULATION - MORE PUMPS ALTERNATIVE LOAD QUANTITY RATING (HP) FLA NEC ADJ. FACTOR TOTAL ADJUSTED AMPS AT 480V kV LARGEST BYPASS PUMP 1 125 156 1.25 195 162 ADDITIONAL BYPASS PUMPS 9 125 156 1 1404 1167 ODOR CONTROL FANS 2 20 27 1 54 45 CONTRACTOR TRAILERS 2 1 94 45 TOTAL 1707 1419 3PH, 4W, 480/277V SERVICE L - AUTOMATIC SERVICE TRANSFER GENERATOR EQUIPMENT SWITCH BREAKER F -1 F -1 F 3PH, 4W, 480/277V GENERATOR PANEL PANEL 480V LOAD PB2 PB3 GENERATOR AND TRANSFER SWITCH CONNECTION DIAGRAM CONTRACTOR KING COUNTY TRAILER TRAILER This document is released for the purpose of information exchange review and planning only under the authority of Richard E. Hensel, P.E. (Washington License No. 38424) on January, 2019. It is not to be used for bidding, permit or construction purposes. THIS SHEET HAS NOT BEEN REVIEWD AND HAS NOT BEEN APPROVED WITH THIS CIVIL CONSTRUCTION PERMIT PLAN SET. DESIGNED/DRAWN: CHECKED: R. HENSEL J. THOMAS PROJECT ENGINEER: SCALE: B. SLIGER NONE DESIGN APPROVAL: FACILITY NUMBER: B. ISAAC PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 s KJn9 n�Y DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II ELECTRICAL ONE LINE DRAWING J W C/) Q 2 z O Q J_ m Q W N z O U W U) O I - a_ W U W I- z W 0 U) I- U) Q W Z O Q O LL z U W 0 z O I— DATE: JAN UARY 2019 z W PROJECT FILE NO: 0/ 16-1123630 LL DRAWING NO: O El 03 >- SHT NO / TOTAL REV 32 36 NO: 0 U i 0 F i L m L MO MW LW W N O Q' Ln T O CV U Y Z O H LLI w J_ L.L ry L LI ly- 00 L L M0 MW W N O ry Lf ) O CV >H U Y Z O w w J_ LL ry W ry O 00 A a C F H w U Z w ry W U- W ry O A, u 3 ry 0 2 U) w 0 O J > -0 MC6 J � 3 O U; o � O M FL 0 1 Z M M 0--J N o O O (D 0 q o a) 0 0I 0 O Z L J 1 � J U ' � x _ 3 �O-q V)a)x Mho Uj O m M O N W E - Q- N O C) N � pO X O X� O N woo �C(0 wow OwLw W a :�i0-x_ I J) I I 4 • LOGAN AVE. AREA 1 PLANTING RESTORATION AT MH R01-32 PLANTING & LAWN RESTORATION - RESTORE SIDEWALK, REF. CIVIL DRAWINGS. EXISTING PLANTING INVENTORY REPLACE ONLY TREES, SHRUBS, AND LAWN THAT ARE REMOVED OR DAMAGED BY CONSTRUCTION. SPECIES AND SIZES LISTED ARE FOR REFERENCE ONLY AND HAVE NOT BEEN FIELD VERIFIED. EXISTING REPLACEMENT QTY SCIENTIFIC NAME COMMON NAME SIZE INSTALL SIZE AREA 1 - MH R01-32 (550 SF) TREES 1 PLATANUS ACERIFOLIA LONDON PLANETREE 18" DBH 2" CAL. 2 ACER SACCHARUM SUGAR MAPLE 2" DBH 2" CAL. SHURBS/GC 13 MYRICA CALIFORNICA CALIFORNIA WAX MYRTLE 5 GAL. CONT. AREA 2 - OVERLAND GRASSY AREA (850 SF) TREES 2 PLATANUS ACERIFOLIA LONDON PLANE 18" DBH 2" CAL. SHURBS/GC TBD AZALEA TBD 1 GAL. CONT, 5 DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS 1 GAL. CONT, 8 NANDINA DOMESTICA'GULF DWARF HEAVENLY BAMBOO 5 GAL. CONT. STREAM' 10 HELICTOTRICHON BLUE OAT GRASS 1 GAL. CONT, SEMPERVIRENS 10 POLYSTICHUM MUNITUM WESTERN SWORD FERN 5 GAL. CONT. AREA 3 - MH R02-02 (850 SF) TREES 2 LIQUIDAMBAR STYRACIFLUA AMERICAN SWEETGUM 6" DBH 2" CAL. AREA 4 - MH R02-04 (750 SF) TREES 6 PYRUS CALLERYANA CALLERY PEAR 12" DBH 2" CAL. SHRUBS 12 VIBURNUM DAVIDII DAVID VIBURNUM 5 GAL. CONT. AREA 5 - MH R02-06 (2,400 SF) TREES 6 PINUS SPP. PINE TBD 8' HT., B&B SHRUBS/GC TBD AZALEA SPP. TBD 5 GAL. CONT. 18 CORNUS SPP. DOGWOOD SP. 5 GAL. CONT. 8 RHODODENDRON SPP. RHODODENDRON SP. 5 GAL. CONT. 100 VIBURNUM DAVIDII DAVID VIBURNUM 5 GAL. CONT. AREA 6 - GATE D-9 (4,000 SF) SHRUBS/GC TBD CALAMAGROSTIS X FOERSTER'S FEATHER REED ACUTIFLORA KARL 1 GAL. CONT. GRASS FOERSTER TBD CAREX SPP. CAREX TBD DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS 1 GAL. CONT, TBD HELICTOTRICHON BLUE OAT GRASS 1 GAL. CONT, SEMPERVIRENS TBD LIRIOPE SP. MONKEY TURF 5 GAL. CONT. IN OMPLI "1 E'A'ITH CITY OF RENT0\J STANDARDS CURRENT PLANNING amorganroth 01 /23/2019 r ESA 5309 SHILSHOLE AVE. NW, STE. 200 SEATTLE, WA 98107 OFFICE - 206.789.9658 WWW.ESASSOC.COM LOGAN AVE. ."00; 4IljNG 2 8Sp AREA 3 PLANTING RESTORATION AT MH R02-02 ' � a AREA 4 PLANTING RESTORATION AT MH R02-04 I AKln-Qr-APP R1=CTnPAT1nK1 K1nT1=C 1. REPAIR OR REPLACE ALL IRRIGATION, PLANTINGS, PLANT BED EDGING, ROOT BARRIERS, PATHWAYS AND FENCING DAMAGED BY CONSTRUCTION. 2. CONTRACTOR TO VERIFY CONDITIONS IN FIELD AND NOTIFY PROJECT REPRESENTATIVE IMMEDIATELY IF CONFLICTS ARISE IN THE FIELD. 3. NO DETAILED DESIGN IS PROVIDED. 4. REPAIR OR REPLACE ALL DAMAGED IRRIGATION EQUIPMENT. ENSURE SYSTEM IS FULLY OPERATIONAL AND ACHIEVES HEAD TO HEAD COVERAGE. 5. PROVIDE AN ONSITE STORAGE LOCATION FOR THE PLANT MATERIALS IN THE STAGING AREAS AS DIRECTED BY THE PROJECT REPRESENTATIVE. 6. REFER TO THE SPECIFICATION SECTIONS 32 84 00, 32 92 00, 32 93 00 FOR ADDITIONAL INFORMATION. 7. SEE SHEET L101 FOR LANDSCAPE RESTORATION DETAILS. 8. INSTALL ROOT BARRIER ALONGSIDE HARDSCAPE STRUCTURES SUCH AS SIDEWALKS, CURBS, PAVEMENT, AND CONCRETE WITHIN 15' OF ALL TREES PER DETAIL AND SPECIFICATIONS. PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. I� JANUARY 2019 �I 0 This document is released for the purpose of information exchange review and planning only under the authority of Allisona B. Greenberg, P.L.A. (Washington License No. 1049) on January, 2019. It is not to be used for bidding, permit or construction purposes. ■ AREA 5 PLANTING RESTORATION AT MH R02-06 WROUGHT IRON FENCE TYPE 15 REPLACEMENT ALONG L101 RIGHT-OF-WAY; 60 LF AREA 6 PLANTING AND LAWN RESTORATION AT GATE D-9. WROUGHT IRON FENCE TYPE 2 6 REPLACEMENT ALONG L101 PATHWAY; 100 LF REBUILD ASPHALT PATH TO MATCH EXISTING PAVEMENT DEPTH, BASE COURSE DEPTH, MATERIALS AND COMPACTION. FINISH SURFACE AND JOINTS SHALL BE FLUSH WITH EXISTING ADJACENT PATH. DESIGNED/DRAWN: CHECKED: D. SERGISON A. GREENBERG PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER: B. ISAAC NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 OW- P�� P P 120 60 0 120 240 1 "=120'( z SCALE FEET DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II LANDSCAPE RESTORATION PLAN CL r LU CL m Z Uj nj iw r Uj .\ U] iW ILL 11�- 0 Lul moot CITY OF RENTON #: R-403819 DATE: JAN UARY 2019 W PROJECT FILE NO: 16-1123630 tL DRAWING NO: L100 SHT NO / TOTAL I REV 35 36 No: 0 A 0 C F 1 A e C E F H w U Z w ry w IL w ry 0 00 0 CD Z O I- Z LU L.f_ H O I— A, u 3 i R n Z U) 2 0 Z Q J o_ J 73 0 M J 0) O I.4' Z J IZ 3 o 7 CDco O CV (' ' o ry m o � a X U C I M M O N L � 0 1 a 6 0 N C: o c 0 an L N , W -0 O m J O W 00 E 0 Nt 0_ J N COX p o 0) X O _0 I— QN O U) O M N [n M wog LL W w(D 0-0 a :�i0-x- 4' MIN. 2'-011 TREt FLAN I IINU VVI I M 5 I AKtb DETAIL SCALE: NTS CONTAINER PLANTING DETAIL TREE (2) WOOD STAKES - REMOVE STAKES AND TIES 1 FULL YEAR AFTER PLANTING TREE TIES INSTALL CROWN OF ROOT BALL 1" ABOVE FINISH GRADE MULCH RING - 3" DEPTH, 4" TO 6" CLEAR OF TRUNK 3" HIGH WATER BASIN AT EDGE OF MULCH RING FINISH GRADE ROOT BALL: CUT AND REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM THE TOP AND SIDES OF THE ROOT BALL PRIOR TO BACK FILLING. CUT WIRE BASKET (IF USED) AND REMOVE AFTER SETTING TREE IN PLANTING PIT. PLANTING SOIL AMENDED PLANTING SOIL PER SPECIFICATIONS SET ROOT BALL ON UNDISTURBED SOIL INSTALL ROOTBALL CROWN 1" ABOVE FINISH GRADE MULCH - 3" DEPTH, KEEP 6" AWAY FROM TRUNK 3" HIGH WATERING BASIN FINISH GRADE AMENDED PLANTING SOIL PER SPECIFICATIONS PLANTING SOIL ROOTBALL; CUT AND REMOVE ALL BINDING FROM THE TOP AND SIDES OF THE ROOTBALL BEFORE BACKFILLING SCALE: NTS O.C. SPACING EDGE OF PLANTING; PAVING, LAWN, OR EQUAL + + DISTANCE FROM EDGE IS 1/2 + THE SPECIFIED O.C. SPACING ol + + ROW TRIANGULAR SPACING AT SPECIFIED O.C. + SPACING O.C. DISTANCE - EQUIDISTANT + PLANT CENTER NOTES: 1. SEE PLANT SCHEDULE FOR EACH PLANT'S APPROPRIATE O.C. SPACING. 2. PLANTING PLAN SHOWING INDIVIDUAL LOCATION OF A SHRUB AND OR GROUND COVER TAKE PRECEDENT OVER THIS DETAIL. TRIANGULAR PLANT SPACING DIAGRAM DETAIL SCALE: NTS IN CQM PL1ANC E V%1TH CITY OF RENTON STANDARDS CURRENT PLANNING amorganroth 01 /23/2019 ' ROOT BARRIER DETAIL SCALE: NTS MULCH - 3" DEPTH FINISH GRADE EDGE OF CURB OR PAVING /�`��` p••• J 1'-611 LINEAR ROOT BARRIER, ,MIN. ' ° 1/2" ABOVE FINISH GRADE, 00 �� 1 SEE SPECS. NOTE: 1. SEE SPECIFICATIONS. 2. INSTALL ROOT BARRIER RIBS FACING ROOTBALL. 8' O.C. Nom. DOUBLE RING Adomament option T 4) J� 11/2' MONTAGE PLUSRail 6" (See Cross- Section Below) 111/2" e Post 2/2" o x 14gaO 1 Varies With Height Varies Standard Heights With 71,81 Height %4' 14ga Picket 36" Min. Footing Depth ,: 31516' TYPICAL I I'; NOTES: 1.) Post size depends on fence height and wind loads. See MONTAGEPLUS' specifications forpost sizing chart. 2.) Forth rail optional. 3.) T - 8' Heights will require a 14ga Picket & 14ga Post. RAKING DIRECTIONAL ARROW Welded panel can be raked 30" over 8' with arrow pointing down MONTAGE PLUS'a` RAIL grade. 1716" - 1Y2" z E-COAT COATING SYSTEM Base Material Uniform Zinc Coating (Hot Dip) Zinc Phosphate Coating Epoxy Primer Acrylic Topcoat PROFUSION'.. WELDIN No exposed welds, Good Neighbor pr( appearance on both slaes 1YLV1Ylnv1: l LVU i�u Specially formed high strength architectural shape. Bracket Options LINE BOULEVARD UNIVERSAL BOULEVARD FLAT MOUNT BRACKET BRACKET BRACKET BX114 BX112/117 BX I I I COMMERCIAL STRENGTH WELDED STEEL PANEL Values shown are nominal and not to used for installation purposes. See product specification PRE ASSEMBLED for installation requirements. Title: 1RCIS07-8 MONTAGE COMMERCIAL CLASSIC 3/4-RAIL 1555 N. Mingo OK �CK: R: NJB SH . lof 1 SCALE: DO NOT SCALE II!111!I1AMERISTAR ° Tulsa, 1-888-333 74116 -3422 BS Date 09/21/11 REV: d www.ameristarfence.com r ESA NOTES: 1. CONTRACTOR TO VERIFY MAKE, MODEL AND HEIGHT OF EXISTING FENCE PRIOR TO REPLACEMENT. 2. IF THERE IS A DISCREPANCY OF MAKE AND MODEL FROM THIS REPLACEMENT DETAIL OR IF CONFLICTS ARISE IN THE FIELD, CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY. WROUGHT IRON FENCE - TYPE 1 DETAIL SCALE: NTS 5309 SHILSHOLE AVE. NW, STE. 200 SEATTLE, WA 98107 OFFICE - 206.789.9658 WWW.ESASSOC.COM PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. I� JANUARY 2019 �I 0 This document is released for the purpose of information exchange review and planning only under the authority of Allisona B. Greenberg, P.L.A. (Washington License No. 1049) on January, 2019. It is not to be used for bidding, permit or construction purposes. ■ V1 V He Standard Heights 31, 3%2 , 4% 5% *6' lo® 21" Min. Footing Depth MONTAGE' RAIL 1%6' R' 0 C. Nnm NOTES: 1.) Post size depends on fence height and wind loads. See MONTAGE' specifications for post sizing chart. 2.) Third rail required for Double Rings. 3.) Available in 3" air space and/or Flush Bol most heights. 4.) Three rails required for 6' tall. RAKING DIRECTIONAL ARROW Welded panel can be raked 45" over 8' with arrow pointing grade. IY4" i i E-COAT COATING SYSTEM Base Material Uniform Zinc Coating (Hot Dip) Zinc Phosphate Coating Epoxy Primer Acrylic Topcoat PROFUSION'a'WELDINI No exposed welds, Good Neighbor prc appearance on both sides nOUBLE RING Adornament option V4" x 1%6" MONTAGErmRail we Cross- Section Below) Post Tox 16ga(D %g" 18ga Picket acket Options 1Y1V1Y1C1V1L, I-M L. Speci Aly formed high strength architectural shape. LINE BOULEVARD UNIVERSAL BOULEVARD FLAT MOUNT BRACKET BRACKET BRACKET R X 104 BX102 BX105 Values shown are nominal and not to be used for RESIDENTIAL WELDED STEEL PANEL installation purposes. See product specification PRE ASSEMBLED for installation requirements. RCISO Title: MONTAGE CLASSIC 2/3-RAIL 1555 N. Mingo DR: Cl SH . lof 1 SCALE: DO NOT SCALE II!I,�!II AMERISTAR° Tulsa, 33 74116 1-888-3-3422 CK: ME Date 7-19-11 REV: c www.ameristarfence.com NOTES: 1. CONTRACTOR TO VERIFY MAKE, MODEL AND HEIGHT OF EXISTING FENCE PRIOR TO REPLACEMENT. 2. IF THERE IS A DISCREPANCY OF MAKE AND MODEL FROM THIS REPLACEMENT DETAIL OR IF CONFLICTS ARISE IN THE FIELD, CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY. WROUGHT IRON FENCE - TYPE 2 DETAIL 6� ROOT BARRIER DETAIL SCALE: NTS MULCH - 3" DEPTH FINISH GRADE EDGE OF CURB OR PAVING /�`��` p••• J 1'-611 LINEAR ROOT BARRIER, ,MIN. ' ° 1/2" ABOVE FINISH GRADE, 00 �� 1 SEE SPECS. NOTE: 1. SEE SPECIFICATIONS. 2. INSTALL ROOT BARRIER RIBS FACING ROOTBALL. 8' O.C. Nom. DOUBLE RING Adomament option T 4) J� 11/2' MONTAGE PLUSRail 6" (See Cross- Section Below) 111/2" e Post 2/2" o x 14gaO 1 Varies With Height Varies Standard Heights With 71,81 Height %4' 14ga Picket 36" Min. Footing Depth ,: 31516' TYPICAL I I'; NOTES: 1.) Post size depends on fence height and wind loads. See MONTAGEPLUS' specifications forpost sizing chart. 2.) Forth rail optional. 3.) T - 8' Heights will require a 14ga Picket & 14ga Post. RAKING DIRECTIONAL ARROW Welded panel can be raked 30" over 8' with arrow pointing down MONTAGE PLUS'a` RAIL grade. 1716" - 1Y2" z E-COAT COATING SYSTEM Base Material Uniform Zinc Coating (Hot Dip) Zinc Phosphate Coating Epoxy Primer Acrylic Topcoat PROFUSION'.. WELDIN No exposed welds, Good Neighbor pr( appearance on both slaes 1YLV1Ylnv1: l LVU i�u Specially formed high strength architectural shape. Bracket Options LINE BOULEVARD UNIVERSAL BOULEVARD FLAT MOUNT BRACKET BRACKET BRACKET BX114 BX112/117 BX I I I COMMERCIAL STRENGTH WELDED STEEL PANEL Values shown are nominal and not to used for installation purposes. See product specification PRE ASSEMBLED for installation requirements. Title: 1RCIS07-8 MONTAGE COMMERCIAL CLASSIC 3/4-RAIL 1555 N. Mingo OK �CK: R: NJB SH . lof 1 SCALE: DO NOT SCALE II!111!I1AMERISTAR ° Tulsa, 1-888-333 74116 -3422 BS Date 09/21/11 REV: d www.ameristarfence.com r ESA NOTES: 1. CONTRACTOR TO VERIFY MAKE, MODEL AND HEIGHT OF EXISTING FENCE PRIOR TO REPLACEMENT. 2. IF THERE IS A DISCREPANCY OF MAKE AND MODEL FROM THIS REPLACEMENT DETAIL OR IF CONFLICTS ARISE IN THE FIELD, CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY. WROUGHT IRON FENCE - TYPE 1 DETAIL SCALE: NTS 5309 SHILSHOLE AVE. NW, STE. 200 SEATTLE, WA 98107 OFFICE - 206.789.9658 WWW.ESASSOC.COM PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. I� JANUARY 2019 �I 0 This document is released for the purpose of information exchange review and planning only under the authority of Allisona B. Greenberg, P.L.A. (Washington License No. 1049) on January, 2019. It is not to be used for bidding, permit or construction purposes. ■ V1 V He Standard Heights 31, 3%2 , 4% 5% *6' lo® 21" Min. Footing Depth MONTAGE' RAIL 1%6' R' 0 C. Nnm NOTES: 1.) Post size depends on fence height and wind loads. See MONTAGE' specifications for post sizing chart. 2.) Third rail required for Double Rings. 3.) Available in 3" air space and/or Flush Bol most heights. 4.) Three rails required for 6' tall. RAKING DIRECTIONAL ARROW Welded panel can be raked 45" over 8' with arrow pointing grade. IY4" i i E-COAT COATING SYSTEM Base Material Uniform Zinc Coating (Hot Dip) Zinc Phosphate Coating Epoxy Primer Acrylic Topcoat PROFUSION'a'WELDINI No exposed welds, Good Neighbor prc appearance on both sides nOUBLE RING Adornament option V4" x 1%6" MONTAGErmRail we Cross- Section Below) Post Tox 16ga(D %g" 18ga Picket acket Options 1Y1V1Y1C1V1L, I-M L. Speci Aly formed high strength architectural shape. LINE BOULEVARD UNIVERSAL BOULEVARD FLAT MOUNT BRACKET BRACKET BRACKET R X 104 BX102 BX105 Values shown are nominal and not to be used for RESIDENTIAL WELDED STEEL PANEL installation purposes. See product specification PRE ASSEMBLED for installation requirements. RCISO Title: MONTAGE CLASSIC 2/3-RAIL 1555 N. Mingo DR: Cl SH . lof 1 SCALE: DO NOT SCALE II!I,�!II AMERISTAR° Tulsa, 33 74116 1-888-3-3422 CK: ME Date 7-19-11 REV: c www.ameristarfence.com NOTES: 1. CONTRACTOR TO VERIFY MAKE, MODEL AND HEIGHT OF EXISTING FENCE PRIOR TO REPLACEMENT. 2. IF THERE IS A DISCREPANCY OF MAKE AND MODEL FROM THIS REPLACEMENT DETAIL OR IF CONFLICTS ARISE IN THE FIELD, CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY. WROUGHT IRON FENCE - TYPE 2 DETAIL 6� SCALE: NTS DESIGNED/DRAWN: CHECKED: D. SERGISON A. GREENBERG PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER: B. ISAAC NONE PROJECT ACCEPTANCE: CONTRACT NO: M. D) C01307C18 DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II LANDSCAPE DETAILS rq ray Rt IL r li r UU CL i J_ W �LI �JJ LU w tL ILL LU CITY OF RFNTnN #- Z R-403820 DATE: JAN UARY 2019 , W PROJECT FILE NO: 16-1123630 LL DRAWING NO: Ll 01 > SHT NO / TOTAL I REV 36 36 NO:0 LJ C F 1