HomeMy WebLinkAboutAB-3949CITY OF RENTON, WASHINGTON
DOWNTOWN UTILITY IMPROVEMENT
PROJECT
18-2251
JANUARY 2021
H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-GEN-R.dwg G-1 4/25/2023 2:16 PM JGODDARD 24.1s (LMS Tech)S 6TH ST
PROJECT
LOCATION
VICINITY MAP
SCALE: 1"=1000'BURNETT AVE SS 2ND ST
SHATTUCK AVE SS 134TH
S
T
405
LAKE WASHINGTON
HOUS
E
R
W
A
Y
S
S 3RD ST
CITY OF
RENTON
3949600 UNIVERSITY STREET, SUITE 300
SEATTLE, WA 98101
P 206.462.7030
SW SUNSET BL
V
D RAINIER AVE SLOGAN AVE S1055 S GRADY WAY
RENTON, WA 98057
CITY OF RENTON
ARMONDO PAVONE
ANGELINA BENEDETTI
RANDY CORMAN
RYAN MCIRVIN
VALERIE O'HALLORAN
RUTH PEREZ
ED PRINCE
KIM-KHANH VAN
MAYOR
COUNCIL MEMBER
COUNCIL MEMBER
COUNCIL MEMBER
COUNCIL MEMBER
COUNCIL MEMBER
COUNCIL MEMBER
COUNCIL MEMBER
CITY OF RENTON OFFICIALS
MIKE BENOIT
425-430-7206
MBENOIT@RENTONWA.GOV
CITY PROJECT MANAGER
TY TADANO
206-462-7030
TY.TADANO@MURRAYSMITH.US
DESIGN ENGINEER
RECORD DRAWINGS
THIS DRAWING IS PROVIDED FOR RECORD PURPOSES ONLY, AND
HAS BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED
BY OTHERS RELATIVE TO REPORTED CONSTRUCTED CONDITIONS.
WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE AS OF
OCTOBER 26, 2022, MURRAYSMITH MAKE NO ASSURANCES,
STATED OR IMPLIED, AS TO THE ACCURACY OF THIS DRAWING.
THOSE RELYING ON THIS RECORD DRAWING FOR ANY PURPOSE
ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS
ACCURACY. CONTRACT MODIFICATION INFORMATION,
FABRICATORS SHOP DRAWINGS AND OTHER PROJECT SUBMITTAL
INFORMATION PROVIDED BY THE CONTRACTOR WHICH FURTHER
CLARIFY DETAILS OF CONSTRUCTION MAY BE ON FILE. SEE
ORIGINAL CONTRACT DRAWINGS FOR ENGINEER'S SEAL AND
SIGNATURES.
NO.DATEBYREVISIONNOT TO SCALETHEN DRAWING ISNOT MEASURE 1"IF THIS BAR DOESNOTICECHECKEDDRAWNDESIGNEDPROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-GEN-R.dwg G-2 4/25/2023 2:16 PM DAVID.BARKER 24.1s (LMS Tech)SHEET1201NO.DATEBYREVISIONNOT TO SCALETHEN DRAWING ISNOT MEASURE 1"IF THIS BAR DOESNOTICECHECKEDDRAWNDESIGNEDPROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-GEN-R.dwg G-2 4/25/2023 2:16 PM DAVID.BARKER 24.1s (LMS Tech)SHEET1201INDEX OF DRAWINGSGENERAL1G-1TITLE SHEET AND VICINITY MAP2G-2SHEET INDEX3G-3SYMBOLS AND LEGEND4G-4ABBREVIATIONS5G-5GENERAL AND EROSION CONTROL NOTES6G-6SURVEY DATA CONTROL PLAN AND NOTES7G-7PRECONSTRUCTION POTHOLE AND GEOTECHNICAL PLAN AND BLOCK DESIGNATIONS8G-8PRECONSTRUCTION POTHOLE DATA TABLE9G-9TYPICAL EROSION & SEDIMENT CONTROL PLAN AND NOTESDEMOLITION PLANS10D-1 & D-2S 2ND ST UTILITY DEMOLITION PLANS STA A0+00 TO STA A9+6011D-3 & D-4S 2ND ST UTILITY DEMOLITION PLANS STA A9+60 TO STA A19+2012D-5 & D-6S 2ND ST & S 3RD ST UTILITY DEMOLITION PLANS STA A19+20 TO STA A23+40 & STA C0+00 TO STA C4+8013D-7 & D-8S 3RD ST UTILITY DEMOLITION PLANS STA C4+80 TO STA C14+4014D-9 & D-10S 3RD ST UTILITY DEMOLITION PLANS STA C14+40 TO STA C24+0015D-11 & D-12S 3RD ST & PARKING LOT UTILITY DEMOLITION PLANS STA C24+00 TO STA C26+40 & STA E1+20 TO STA E5+0016D-13 & D-14PARKING LOT UTILITY DEMOLITION PLANS STA E5+00 TO STA E11+5117D-15 & D-16SHATTUCK AVE S UTILITY DEMOLITION PLANS STA F0+00 TO STA F9+6018D-17 & D-18SHATTUCK AVE S UTILITY DEMOLITION PLANS STA F9+60 TO STA F16+0019D-19 & D-20WHITWORTH AVE S UTILITY DEMOLITION PLANS STA G0+00 TO STA G6+0020D-21MORRIS AVE S UTILITY DEMOLITION PLANS STA H0+00 TO STA H6+0021D-24S 2ND ST UTILITY DEMOLITION PLAN STA K0+00 TO STA K4+0022D-25 & D-26MILL AVE S UTILITY DEMOLITION PLANS STA L0+00 TO STA L9+60SCH A: STORM DRAIN IMPROVEMENTS23SD-3S 2ND ST STORM PLAN & PROFILE STA A9+40 TO STA A14+0024SD-4S 2ND ST STORM PLAN & PROFILE STA A14+00 TO STA A16+4025SD-7S 3RD ST STORM PLAN & PROFILE STA C4+80 TO STA C9+6026SD-8S 3RD ST STORM PLAN & PROFILE STA C9+60 TO STA C14+4027SD-9S 3RD ST STORM PLAN & PROFILE STA C14+40 TO STA C18+8028SD-10S 3RD ST STORM PLAN & PROFILE STA C18+80 TO STA C22+8029SD-15SHATTUCK AVE S STORM PLAN & PROFILE STA F0+00 TO STA F5+6030SD-16SHATTUCK AVE S STORM PLAN & PROFILE STA F5+60 TO F10+4031SD-17SHATTUCK AVE S STORM PLAN & PROFILE STA F10+40 TO F15+0032SD-18SHATTUCK AVE S STORM PLAN & PROFILE STA F15+00 TO F17+0033SD-19WHITWORTH AVE S STORM PLAN & PROFILE STA G0+00 TO G3+2034SD-20WHITWORTH AVE S STORM PLAN & PROFILE STA G3+20 TO G6+0035SD-21MORRIS AVE S STORM PLAN & PROFILE STA H3+20 TO H6+0036SD-24S 2ND ST STORM PLAN & PROFILE STA K2+80 TO K4+0037SD-25MILL AVE S STORM PLAN & PROFILE STA L0+00 TO STA L4+8038SD-26MILL AVE S STORM PLAN & PROFILE STA L4+80 TO STA L9+0039SD-40LATERAL DRAINAGE PROFILES - 140SD-41LATERAL DRAINAGE PROFILES - 241SD-42LATERAL DRAINAGE PROFILES - 342SD-43LATERAL DRAINAGE PROFILES - 443SD-44LATERAL DRAINAGE PROFILES - 544SD-45LATERAL DRAINAGE PROFILES - 645SD-50STRUCTURAL NOTES46SD-51STRUCTURAL SITE PLAN47SD-52BOX CULVERT ACCESS PLAN48SD-53BOX CULVERT ACCESS DETAILS49SD-54BOX CULVERT PENETRATION SUPPORT DETAILSSCH B: SANITARY SEWER IMPROVEMENTS50SS-1S 2ND ST SEWER PLAN & PROFILE STA A0+00 TO STA A4+8051SS-2S 2ND ST SEWER PLAN & PROFILE STA A4+80 TO STA A9+6052SS-3S 2ND ST SEWER PLAN & PROFILE STA A9+60 TO STA A14+0053SS-4S 2ND ST SEWER PLAN & PROFILE STA A14+00 TO STA A18+8054SS-5S 2ND ST SEWER PLAN & PROFILE STA A19+20 TO STA A23+4055SS-6S 3RD ST SEWER PLAN & PROFILE STA C0+00 TO STA C4+8056SS-7S 3RD ST SEWER PLAN & PROFILE STA C4+80 TO STA C9+6057SS-8S 3RD ST SEWER PLAN & PROFILE STA C9+60 TO STA C14+4058SS-9S 3RD ST SEWER PLAN & PROFILE STA C14+40 TO STA C18+8059SS-10S 3RD ST SEWER PLAN & PROFILE STA C18+80 TO STA C23+6060SS-11S 3RD ST SEWER PLAN & PROFILE STA C23+60 TO STA C26+1561SS-12PARKING LOT EASEMENT SEWER PLAN & PROFILE STA E1+20 TO STA E5+0062SS-13PARKING LOT EASEMENT SEWER PLAN & PROFILE STA E5+00 TO STA E8+0063SS-14PARKING LOT EASEMENT SEWER PLAN & PROFILES STA E8+00 TO STA E11+6064SS-15SHATTUCK AVE S SEWER PLAN & PROFILE STA F0+00 TO STA F5+6065SS-16SHATTUCK AVE S SEWER PLAN & PROFILE STA F5+60 TO F6+8066SS-19WHITWORTH AVE S SEWER PLAN & PROFILE STA G0+00 TO G3+2067SS-20WHITWORTH AVE S SEWER PLAN & PROFILE STA G3+20 TO G6+0068SS-21MORRIS AVE S SEWER PLAN & PROFILE STA H0+00 TO STA H5+8069SS-22BURNETT AVE S SEWER PLAN & PROFILE STA J0+00 TO STA J1+0070SS-24S 2ND ST SEWER PLAN & PROFILE STA K0+00 TO K4+2071SS-25MILL AVE S SEWER PLAN & PROFILE STA L0+00 TO STA L4+8072SS-26MILL AVE S SEWER PLAN & PROFILE STA L4+80 TO STA L9+0073SS-27SIDE SEWER SEWER PLAN & PROFILE STA N0+00 TO STA N4+0074SS-28RAINIER AVE S SEWER PLAN & PROFILE STA B0+00 TO STA B3+2075SS-40KING COUNTY CONNECTION DETAIL S 2ND ST & BURNETT AVE S76SS-41KING COUNTY CONNECTION DETAIL S 3RD ST & BURNETT AVE S77SS-42MISCELLANEOUS SEWER DETAILSSCH C: WATER IMPROVEMENTS78W-1S 2ND ST WATER PLAN & PROFILE STA A0+00 TO STA A4+8079W-2S 2ND ST WATER PLAN & PROFILE STA A4+80 TO STA A9+6080W-3S 2ND ST WATER PLAN & PROFILE STA A9+60 TO STA A14+4081W-15SHATTUCK AVE S WATER PLAN & PROFILE STA F0+00 TO STA F4+8082W-16SHATTUCK AVE S WATER PLAN & PROFILE STA F4+80 TO F10+6083W-19WHITWORTH AVE S WATER PLAN & PROFILE STA G0+00 TO G3+2084W-20WHITWORTH AVE S WATER PLAN & PROFILE STA G3+20 TO G6+0085W-25MILL AVE S WATER PLAN & PROFILE STA L0+00 TO STA L4+8086W-26MILL AVE S WATER PLAN & PROFILE STA L4+80 TO STA L9+0087W-29LAKE AVE S WATER PLAN & PROFILE STA Q0+00 TO STA Q2+0088W-30RENTON HIGH SCHOOL WATER PLAN & PROFILE STA S0+00 TO STA S1+0089W-31SMITHERS AVE S WATER PLAN & PROFILE STA R0+00 TO STA R1+0090W-40WATER CONNECTION DETAILS - 191W-41WATER CONNECTION DETAILS - 292W-42WATER CONNECTION DETAILS - 393W-43WATER CONNECTION DETAILS - 494W-44POLYPIG PLAN AND TEMPORARY THRUST BLOCKINGCATHODIC PROTECTION95CP-1CATHODIC PROTECTION - 196CP-2CATHODIC PROTECTION - 2ROADWAY RESTORATION PLANS97R-1 & R-2S 2ND ST ROADWAY RESTORATION PLANS STA A0+00 TO STA A9+6098R-3 & R-4S 2ND ST ROADWAY RESTORATION PLANS STA A9+60 TO STA A19+2099R-5 & R-6S 2ND ST & S 3RD ST ROADWAY RESTORATION PLANS STA A19+20 TO STA A23+40 & STA C0+00 TO STA C4+80100R-7 & R-8S 3RD ST ROADWAY RESTORATION PLANS STA C4+80 TO STA C14+40101R-9 & R-10S 3RD ST ROADWAY RESTORATION PLANS STA C14+40 TO STA C24+00102R-11 & R-12S 3RD ST & PARKING LOT ROADWAY RESTORATION PLANS STA C24+00 TO STA C26+40 & STA E1+20 TO STA E5+00103R-13 & R-14PARKING LOT ROADWAY RESTORATION PLANS STA E5+00 TO STA E11+00104R-15 & R-16SHATTUCK AVE S ROADWAY RESTORATION PLANS STA F0+00 TO STA F9+60105R-17 & R-18SHATTUCK AVE S ROADWAY RESTORATION PLANS STA F9+60 TO STA F16+80106R-19 & R-20WHITWORTH AVE S ROADWAY RESTORATION PLANS STA G0+00 TO STA G6+00107R-21MORRIS AVE S ROADWAY RESTORATION PLANS STA H0+00 TO STA H6+00108R-24S 2ND ST ROADWAY RESTORATION PLANS STA K0+00 TO STA K5+60109R-25 & R-26MILL AVE S ROADWAY RESTORATION PLANS STA L0+00 TO STA L9+00110R-29 & R-30LAKE AVE S & SMITHERS AVE S RESTORATION PLANS STA Q0+00 TO STA Q2+00 & STA R0+00 TO STA R2+00111R-31CURB RAMP DETAILS - 1112R-32CURB RAMP DETAILS - 2113R-33CURB RAMP DETAILS - 3114R-34CURB RAMP DETAILS - 4115R-35CURB RAMP DETAILS - 5116R-36CURB RAMP DETAILS - 6117R-37CURB RAMP DETAILS - 7118R-38CURB RAMP DETAILS - 8119R-39CURB RAMP DETAILS - 9120R-40RESTORATION AND TRENCH DETAILS121R-41LUMINAIRE FOUNDATIONNOTES:1.SHEET NUMBER IS BASED ON ALIGNMENT ANDSTATION. IT IS CONSISTENT ACROSS UTILITYSETS SO THAT THE EXTENTS SHOWN IN A GIVENSHEET NUMBER FOR ONE UTILITY MATCH THOSESHOWN ON THE SAME SHEET NUMBER FOR THEOTHER UTILITIES. SEE SHEET G-6 FOR SHEETPLAN.2.SHEET NUMBERS ARE OMITTED WHEN THERE ISNO UTILITY WORK IN THAT AREA OF THE PROJECT(I.E. W-3 IS FOLLOWED BY W-15 BECAUSE THEREARE NO WATER IMPROVEMENTS ON SHEETS 4THROUGH 14). UTILITY IMPROVEMENTS ON SHEET23 WERE REMOVED FROM THE PROJECT, THUSSHEET 23 IS OMITTED FROM ALL SHEET SETS.3.DETAIL SHEETS ARE AT THE END OF THEUTILITY SETS BEGINNING WITH SHEET NUMBER40.18-2251G-2of121RENTON DOWNTOWNUTILITYIMPROVEMENTSPROJECTJanuary 2021AS SHOWN110/26/2022JJMRECORD DRAWINGRECORDDRAWINGSSEE NOTE ONCOVER SHEETSHEET INDEX2JJMBAWTTT
NO.DATEBYREVISIONNOT TO SCALETHEN DRAWING ISNOT MEASURE 1"IF THIS BAR DOESNOTICECHECKEDDRAWNDESIGNEDPROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-GEN-R.dwg G-3 4/25/2023 2:16 PM DAVID.BARKER 24.1s (LMS Tech)SHEET1201NO.DATEBYREVISIONNOT TO SCALETHEN DRAWING ISNOT MEASURE 1"IF THIS BAR DOESNOTICECHECKEDDRAWNDESIGNEDPROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-GEN-R.dwg G-3 4/25/2023 2:16 PM DAVID.BARKER 24.1s (LMS Tech)SHEET1201VALVE8"SDCHAIN LINK FENCESIDEWALKBLOW-OFF ASSEMBLYTREE DECIDUOUSFIRE HYDRANT ASSEMBLYPULL BOX/JUNCTION BOXTYPE 1 CATCH BASINLIGHT POSTBENCHMARKSIGNWATER METERCLEAN-OUTGUY WIREREDUCERUTILITY POLESANITARY SEWER MANHOLEPROPOSEDSTRUCTURE OR FACILITYEDGE OF PAVEMENT/ACTREE/BUSH LINESANITARY SEWER LINEDRAINAGE DITCHEASEMENT/PROPERTY LINERETAINING WALLCURBGUARDRAILBARBWIRE FENCECENTERLINESTORM DRAIN8"SD8"SSTELEPHONE/TELEMETRYLEGENDGASWATERLINE10"WEXISTING4"G12" DI WS/W8"SSABANDON PIPEEDGE OF GRAVELTREE CONIFEROUSRIGHT-OF-WAYTEMPORARY SILT FENCESHEET FROM WHICHDETAIL IS TAKEN *SHEET WHERE SECTIONIS SHOWN *SECTION AND DETAIL DESIGNATIONSSECTION DESIGNATIONSDETAIL DESIGNATIONS22SCALE:DETAIL2ASCALE:SECTION2A* NOTE: IF PLAN AND SECTION FOR DETAIL CALL-OUT AND DETAIL ARE SHOWN ON THESAME DRAWING, DRAWING NUMBER IS REPLACED WITH A DASH.SECTION LETTERDESIGNATIONSHEET FROM WHICHSECTION IS TAKEN *SECTION LETTERDESIGNATIONDETAILNUMBERFITTINGPROPOSEDEXISTINGTYPE 2 CATCH BASINOVERHEAD ELECTRICITYCLEARING LIMITSCONSTRUCTION FENCEPOLYPIG ASSEMBLYCOUPLINGPOTHOLE18-2251G-3of121RENTON DOWNTOWNUTILITYIMPROVEMENTSPROJECTJanuary 2021AS SHOWN110/26/2022JJMRECORD DRAWINGRECORDDRAWINGSSEE NOTE ONCOVER SHEETSYMBOLS AND LEGEND3JJMBAWTTTGEOTECHNICAL BORINGMONITORING WELLTREE PROTECTION FENCETHRUST BLOCKCATHODIC PROTECTION TEST STATIONTSECOLOGY BLOCKANODE
NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-GEN-R.dwg G-4 4/25/2023 2:16 PM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-GEN-R.dwg G-4 4/25/2023 2:16 PM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
@ AT
AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY
& TRANSPORTATION OFFICIALS
AB ANCHOR BOLT
ABAN (D) ABANDON (ED)
ABV ABOVE
AC ASBESTOS CEMENT
ACP ASPHALTIC CONCRETE PAVING
ADA AMERICANS WITH DISABILITIES ACT
ADJ ADJUSTABLE
ADJC ADJACENT
ADPTR ADAPTER
AE ANALYZING ELEMENT
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFG ACTUAL CUBIC FEET PERMIT
AHR ANCHOR
AIT ANALYZING INDICATION TRANSMITTER
AL ALUMINUM
ALT ALTERNATE
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
APPROX APPROXIMATE
APPVD APPROVED
APWA AMERICAN PUBLIC WORKS ASSOCIATION
ARCH ARCHITECTURAL
ARV AIR RELEASE VALVE
ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS
ASSN ASSOCIATION
ASSY ASSEMBLY
ASTM AMERICAN SOCIETY FOR TESTING
AND MATERIALS
ATM ATMOSPHERE
AUTO AUTOMATIC
AUX AUXILIARY
AVE AVENUE
AVG AVERAGE
AWWA AMERICAN WATER WORKS ASSOCIATION
BETW BETWEEN
BFD BACKFLOW PREVENTION DEVICE
BFILL BACK FILL
BFV BUTTERFLY VALVE
BIO BIOLOGICAL
BKGD BACKGROUND
BLDG BUILDING
BLK BLOCK
BLVD BOULEVARD
BM BENCHMARK
BMP BEST MANAGEMENT PRACTICE
BO BLOWOFF
BOC BACK OF CURB
BOW BOTTOM OF WALL
BR BRINE
BS BOTH SIDES
BSMT BASEMENT
BV BALL VALVE
BVCS BEGIN VERTICAL CURVE STATION
BVCE BEGIN VERTICAL CURVE ELEVATION
BW BOTTOM OF WALL
BWD BACKWASH DRAIN
BWS BACKWASH SUPPLY
C TO C CENTER TO CENTER
CARV COMBINATION AIR RELEASE VALVE
CB CATCH BASIN
CCP CONCRETE CYLINDER PIPE
CCW COUNTER CLOCKWISE
CDF CONTROLLED DENSITY FILL
CHAN CHANNEL
CHFR CHAMFER
CHKV CHECK VALVE
CIP CAST IRON PIPE
CIPC CAST IN PLACE CONCRETE
CISP CAST IRON SOIL PIPE
CJ CONSTRUCTION JOINT
CL CENTERLINE
CLJ CONTROL JOINT
CLR CLEAR
CMP CORRUGATED METAL PIPE
CMU CONCRETE MASONRY UNIT
CO CLEANOUT
COL COLUMN
COMB COMBINATION
CONC CONCRETE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUOUS / CONTINUATION
CONTR CONTRACT (OR)
COORD COORDINATE
COP COPPER
COR CITY OF RENTON
CORP CORPORATION
CORR CORRUGATED
CP CONTROL POINT
CPLG COUPLING
CR CRUSHED ROCK
CS COMBINED SEWER
CSBC CRUSHED SURFACING BASE COURSE
CSP CONCRETE SEWER PIPE
CSTC CRUSHED SURFACING TOP COURSE
CT COURT
CTR CENTER
CU CUBIC
CV CONTROL VALVE
CW CLOCKWISE / COLD WATER
CY CUBIC YARDS
D DRAIN
DEFL DEFLECTION
DET DETAIL
DI DUCTILE IRON
DIA DIAMETER
DIM DIMENSION
DIR DIRECTION
DIST DISTANCE
DIV DIVISION
DN DOWN
DOE DEPARTMENT OF ECOLOGY
DR DRIVE/ DRAIN
DS DOWNSPOUT
DWG DRAWING
DWL DOWEL
DWV DRAIN WASTE AND VENT
DWY DRIVEWAY
E EAST
EA EACH
EC ENUSTON CONTROL
ECC ECCENTRIC
EL ELEVATION
ELB ELBOW
ELEC ELECTRICAL
ENCL ENCLOSURE
EOP EDGE OF PAVEMENT
EQL EQUAL
EQUIP EQUIPMENT
ESC EROSION SEDIMENT CONTROL
EUH ELECTRIC UNIT HEATER
EW EACH WAY
EVCS END VERTICAL CURVE STATION
EVCE END VERTICAL CURVE ELEVATION
EXC EXCAVATE
EXIST EXISTING
EXIST GR EXISTING GRADE
EXP EXPANSION
EXP BT EXPANSION BOLT
EXP JT EXPANSION JOINT
EXT EXTERIOR
F FAHRENHEIT
FA FOUL AIR
FAB FABRICATE
FCA FLANGE COUPLING ADAPTER
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
FDN FOUNDATION
FE FLOW ELEMENT
FEXT FIRE EXTINGUISHER
FIT FLOW INDICATING TRANSMITTER
FF FINISH FLOOR
FG FINISHED GRADE
FGL FIBERGLASS
FH FIRE HYDRANT
FIN GR FINISHED GRADE
FITG FITTING
FLEX FLEXIBLE
FLG FLANGE
FLR FLOOR
FM FORCE MAIN
FO FIBER OPTIC
FOC FACE OF CONCRETE
FPM FEET PER MINUTE
FPS FEET PER SECOND
FRP FIBERGLASS REINFORCED PLASTIC
FS FLOW SWITCH/ FIRE STATION
FT FEET / FOOT
FTG FOOTING
FUT FUTURE
FXTR FIXTURE
G GAS
GA GAUGE
GAL GALLON
GALV GALVANIZED
GB GRADE BREAK
GI GALVANIZED IRON
GIP GALVANIZED IRON PIPE
GIS GEOGRAPHIC INFORMATION SYSTEM
GL GLASS
GR GRADE
GR LN GRADE LINE
GRTG GRATING
GS GROUND SURFACE
GV GATE VALVE
GRVL GRAVEL
HAZ HAZARDOUS
HB HOSE BIBB
HD HUB DRAIN
HDPE HIGH DENSITY POLYETHYLENE
HDR HEADER
HDWE HARDWARE
HGR HANGER
HGT HEIGHT
HMA HOT MIX ASPHALT
HNDRL HAND RAIL
HOA HAND-OFF-AUTO
HOR HAND-OFF-REMOTE
HORIZ HORIZONTAL
HP HIGH PRESSURE / HORSEPOWER
HPT HIGH POINT
HYD HYDRANT
I&C INSTRUMENTATION & CONTROL
ID INSIDE DIAMETER
IE INVERT ELEVATION
IMPVT IMPROVEMENT
IN INCH
INCC INCLUDE (D) (ING)
INSTL INSTALLATION / INSTALL
INTER INTERCEPTOR
INTR INTERIOR
INV INVERT
JT JOINT
JUNC JUNCTION
KVA KILOVOLT AMPERE
KW KILOWATT
LAT LATITUDE
LB POUND
LF LINEAR FOOT
LIN LINEAL
LN LANE
LOC LOCATION
LONG LONGITUDINAL
LP LOW PRESSURE/ LOW POINT
LPT LOW POINT
LRG LARGE
LS LONG SLEEVE / LUMP SUM
LT LEFT
LTF LENGTH TO FIT
LVC LIMITS OF VERTICAL CURVE
LVL LEVEL
LWL LOW WATER LINE
MAN MANUAL
MATL MATERIAL
MAX MAXIMUM
MCC MOTOR CONTROL CENTER
MCP MASTER CONTROL PANEL
MECH MECHANICAL
MET METAL
MFR MANUFACTURER
MGD MILLION GALLONS PER DAY
MGMT MANAGEMENT
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
MJ MECHANICAL JOINT
MO MASONRY OPENING
MON MONUMENT
MOT MOTOR
N NORTH
NA NOT APPLICABLE
NC NORMALLY CLOSED
NIC NOT IN CONTRACT
NO/NO. NORMALLY OPEN/NUMBER
NOM NOMINAL
NORM NORMAL
NPW NON POTABLE WATER
NRS NON-RISING STEM
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OF OVERFLOW, OUTSIDE FACE
OHP OVER HEAD POWER
OHWM ORDINARY HIGH WATER MARK
OPNG OPENING
OPP OPPOSITE
ORIG ORIGINAL
OVHD OVERHEAD
P&ID PROCESS AND INSTRUMENTATION DIAGRAM
PE PLAIN END
PERF PERFORATED
PERM PERMANENT
PERP PERPENDICULAR
PG PRESSURE GAGE
PL PROPERTY LINE / PLATE / PLASTIC
P-LAM PLASTIC LAMINATE
PLBG PLUMBING
PNL PANEL
POLY POLYETHYLENE
PP POLYPROPYLENE
PRCST PRECAST
PREP PREPARATION
PRESS PRESSURE
PROP PROPERTY/ PROPOSED
PRV PRESSURE REDUCING VALVE
PSIG POUNDS PER SQUARE INCH GAGE
PSL PIPE SLEEVE
PSPT PIPE SUPPORT
PV PLUG VALVE
PVC POLYVINYL CHLORIDE
PVI POINT VERTICAL INTERSECTION
PVMT PAVEMENT
PW POTABLE WATER
PWR POWER
PZ PRESSURE ZONE
QTY QUANTITY
RAD RADIUS
RC REINFORCED CONCRETE
RCP REINFORCED CONCRETE PIPE
RD ROAD, ROOF DRAIN
RDCR REDUCER
REF REFERENCE
REINF REINFORCE (D) (ING) (MENT)
REQ'D REQUIRED
RESTR RESTRAINED
RET RETAINING
RFCA RESTRAINED FLANGE COUPLING ADAPTER
RJ RESTRAINED JOINT
ROW RIGHT-OF-WAY
RPBP REDUCED PRESSURE BACKFLOW
PREVENTION DEVICE
RST REINFORCING STEEL
RT RIGHT
RW RAW WATER
R/W RIGHT-OF-WAY
S SOUTH
SALV SALVAGE
SAN SANITARY
SCFM STANDARD CUBIC FEET PER MINUTE
SCHED SCHEDULE
SD STORM DRAIN
SDL SADDLE
SDR STANDARD DIMENSION RATIO
SECT SECTION
SHT SHEET
SIM SIMILAR
SLP/SL/S SLOPE
SLV SLEEVE
SPEC (S) SPECIFICATION (S)
SPG SPACING
SPL SPOOL
SQ SQUARE
SQ FT SQUARE FOOT
SQ IN SQUARE INCH
SQ YD SQUARE YARD
SS SANITARY SEWER
SS MH SANITARY MANHOLE
SST STAINLESS STEEL
ST STREET
STA STATION
STD STANDARD
STL STEEL
S/W SIDEWALK
T TANGENT
TB THRUST BLOCK
TC TOP OF CONCRETE / TOP OF CURB
TEL TELEPHONE
TEMP TEMPERATURE / TEMPORARY
THK THICK
THRD THREAD (ED)
THRU THROUGH
TOW TOP OF WALL
TP TEST PIT / TOP OF PAVEMENT /
TURNING POINT
TPZ TREE PROTECTION ZONE
TRANS TRANSITION
TW TOP OF WALL / TREATED WATER
TYP TYPICAL
UIC UNDERGROUND INJECTION CONTROL
UG UNDERGROUND
UGP UNDERGROUND POWER
UN UNION
UON UNLESS OTHERWISE NOTED
USGS UNITED STATES GEOLOGIC SURVEY
V VENT / VOLT
VAC VACUUM
VB VACUUM BREAKER
VBOX VALVE BOX
VC VERTICAL CURVE
VERT VERTICAL
VOL VOLUME
VTPAV VERTICAL TURBINE PUMP AIR VALVE
VTR VENT THROUGH ROOF
W WATER/WEST
W/ WITH
W/O WITHOUT
WM WATER METER
WMN WATER MAIN
WS WATER STOP / WELDED STEEL /
WATER SERVICE/ WATER SURFACE
WSDOT WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION
WTRT WATERTIGHT
WWF WELDED WIRE FABRIC
18-2251
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RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
ABBREVIATIONS
4
JJM
BAW
TTT
NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-GEN-R.dwg G-5 4/25/2023 2:16 PM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-GEN-R.dwg G-5 4/25/2023 2:16 PM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A
PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON. A
MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR
SCHEDULING.
2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC
WORKS DEPARTMENT AND THE LATEST EDITION OF THE ROAD, BRIDGE AND
MUNICIPAL CONSTRUCTION PREPARED BY WSDOT/APWA STANDARDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN
THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED
PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
3. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL
DATUM 1988 (NAVD 88), AND FOR HORIZONTAL CONTROL SHALL BE NORTH
AMERICAN DATUM 1983/1991 (NAD 83/91) UNLESS OTHERWISE APPROVED BY
THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK
AND ELEVATIONS ARE NOTED ON THE PLANS.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT
SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO VERIFY THE TRUE AND
CORRECT LOCATION AND ELEVATION SO AS TO AVOID DAMAGE OR
DISTURBANCE. THE CONTRACTOR SHALL POTHOLE AS NEEDED TO CONFIRM
THE LOCATION, DEPTH, SIZE, MATERIAL, AND CONFIGURATION OF EXISTING
UTILITIES. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555.
5. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING
CONSTRUCTION.
6. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE
SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY
OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE
PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE
PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN
THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW
SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS
DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. THE PLAN SHALL BE
CONSISTENT WITH THE PROVISIONS FOUND IN THE STATE OF WASHINGTON
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS
AND HIGHWAYS AND WSDOT STANDARD PLANS. ALL SECTIONS OF THE
WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY.
8. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO
7:00 AM TO 6:00 PM ON WEEKDAYS SUBJECT TO THE RESTRICTIONS
DETAILED IN THE SPECIFICATIONS UNLESS OTHERWISE APPROVED IN
WRITING BY THE PUBLIC WORKS DEPARTMENT AT 425-430-7301. THE POLICE
DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED
TWENTY-FOUR (24) HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
9. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT
THE PRE-CONSTRUCTION CONFERENCE.
10. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF
RENTON. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO NOTIFY
DEVELOPMENT SERVICES TWENTY-FOUR (24) HOURS IN ADVANCE OF
BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE
ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS.
11.ALL STRUCTURES, LOTS, SWALES, DITCHES, CURBS, SPEED BUMPS, FENCES,
WALLS, MAILBOXES, SIGNS, POLES, GUY WIRES, PIPING, AND UTILITIES
DISTURBED DURING CONSTRUCTION TO BE RESTORED TO EXISTING
CONDITIONS UNLESS OTHERWISE SPECIFIED. SUCH REPAIR SHALL BE
CONSIDERED INCIDENTAL.
12.DESIGN AND IMPLEMENTATION OF SHORING AND DEWATERING SYSTEMS IS
THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE IN
ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. A DEWATERING PLAN
AND A SHORING SYSTEM PLAN SHALL BE SUBMITTED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION.
13.THE CONTRACTOR IS HEREBY ADVISED THAT CONTAMINATED SOIL AND
GROUNDWATER HAS BEEN ENCOUNTERED IN THE PROJECT AREA WHICH MUST
BE HANDLED AND DISPOSED OF IN COMPLIANCE WITH APPLICABLE
REGULATIONS AND AS SPECIFIED IN THE SPECIAL PROVISIONS. A
CONTAMINATED SOIL AND WATER MANAGEMENT PLAN SHALL BE
SUBMITTED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
14.THE CONTRACTOR IS REQUIRED TO PERFORM SETTLEMENT MONITORING ON
STRUCTURES AND UTILITIES DURING CONSTRUCTION IN ACCORDANCE WITH
THE PLANS AND SPECIFICATIONS. SETTLEMENT MONITORING RESULTS
SHALL BE REPORTED TO THE ENGINEER IN A TIMELY FASHION AS
DESCRIBED IN THE SPECIFICATIONS.
15.THE CONTRACTOR SHALL PROTECT AND SUPPORT AS SPECIFIED ANY AND ALL
UTILITIES THAT MAY BE IMPACTED BY THE WORK, INCLUDING BUT NOT
LIMITED TO THOSE SHOW IN THE PLANS.
GENERAL NOTES:
1.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED
IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE
WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC),
AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS
ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE
APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE
ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT
NO ADDITIONAL COST TO THE CITY.
2.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN
DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G.
WATER, SEWER, GAS, ELECTRICAL, ETC.). PLANS FOR STRUCTURES SUCH AS
BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND
APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER
DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED
PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE
COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY.
3.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT
ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE
APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH
THE CITY TRENCH RESTORATION STANDARDS.
4.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE
PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR
WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR
INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. CONTRACTOR SHALL
LOCATE CATCH BASIN GRATES AT THE FACE OF CURB AND SHALL VERIFY
INSTALLATION LOCATIONS PRIOR TO CONSTRUCTION.
5.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON
STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL
INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF
REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE
LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING
BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY
STANDARD PLAN 220.00, 220.10, AND 220.20.
6.ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE
FITTED WITH DUCTILE IRON, BOLT-LOCKING LIDS PER THE CITY STANDARD
PLAN 204.00, 204.10, 204..20, 204.30, AND 204.50. STRUCTURES SHALL HAVE:
- RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND
OUTSIDE OF THE ROADWAY.
- ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN
THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE.
- ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC
RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS
OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT
DISPLAY THE CITY LOGO.
7.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A
SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE
PROVIDED TO THE CITY PRIOR TO CONSTRUCTION.
8.ALL NEWLY-INSTALLED AND NEWLY-REHABILITATED (PUBLIC AND PRIVATE)
STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE
CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS
AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING
APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT.
9.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED
IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD
SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY.
STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME
THE MAIN STORM IS TESTED.
10.FOR ALL DISTURBED PREVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED,
ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF
THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER
AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE
WITH STANDARD PLAN 264.00.
11.PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS,
CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH,
INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND
CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE
APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH
A NON-SLIP OR NON-SKID LID PER ADA REQUIREMENTS.
12.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE
4.2.1.A2 OF THE RENTON SWDM.
13.THE LOCATION OF DIRECT CONNECTIONS OF EXISTING STORM DRAIN LATERALS
TO THE EXISTING STORM DRAIN PIPE SHOWN ARE BASED ON CCTV VIDEO AND
ARE APPROXIMATE. FOR ALL SUCH DIRECT CONNECTIONS SHOWN AND FOR ALL
SUCH DIRECT CONNECTIONS WHICH ARE NOT SHOWN BUT ENCOUNTERED
DURING CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO
VERIFY IF THE EXISTING STORM DRAIN LATERAL IS ACTIVE. ADDITIONAL
FITTING AND/OR STRUCTURE INSTALLATION TO RECONNECT THE EXISTING
STORM DRAIN LATERAL (IF NEEDED) SHALL BE APPROVED BY THE ENGINEER.
14.NEW CATCH BASINS SHALL HAVE RECTANGULAR FRAME PER COR STD PLAN
204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20 UNLESS
NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING:
·STORM ROUND FRAME AND COVER PER COR STD PLAN 204.50 WITH
CONVERSION RISER PER COR STD PLAN 200.40.
17.NEW SDMH SHALL HAVE ROUND FRAME AND COVER PER COR STD PLAN 204.50
UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING:
·RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED
GRATE PER COR STD PLAN 204.20.
SURFACE WATER DRAINAGE NOTES:
1.ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF
THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL
PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT
THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION
CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE
CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL
NECESSARY PERMITS PRIOR TO CONSTRUCTION.
2.ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS
OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1- 800-424- 5555 TO VERIFY
UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3.ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS
SHALL BE NEW AND UNDAMAGED, AND CATALOG CUTS" FOR ALL MATERIALS SHALL BE
APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS
ON- SITE.
4.ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE,
THICKNESS CLASS 52 PER AWWA C 151 AND C 104. CAST IRON OR DUCTILE IRON PIPE
FITTINGS SHALL BE CLASS 250 AS PER ANSI/ AWWA C110/ A21. 10- 82. ALL DUCTILE
IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8 -MIL BLACK, TUBE -TYPE,
POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. ALL DUCTILE IRON PIPES,
FITTINGS, AND VALVES SHALL BE RESTRAINED-JOINT PIPE.
5.MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36
INCHES FOR PIPE DIAMETER OF 10 -INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER
OF 12 -INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60
INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO
CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN
SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM
COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE- HALF OF PIPE MANUFACTURER' S
SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED
TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR
TEST METHOD ( MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND
DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION
SHALL BE 95 MDD.
6.CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND
POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND
SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS,
FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS ( OR SIMILAR PRODUCT) MAY BE
REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING.
7.ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN
THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING,
PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL
SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES,
AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET
-TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED,
DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING.
8.NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC
PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST
PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE
ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE
LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN
FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR.
9.THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND
MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING
CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE
THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE
ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL
CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS,
AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO
PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR
SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE
SURFACE RESTORATION.
10.TEMPORARY WATER SERVICE CONNECTIONS AND RECOMMENDED POLYPIGGING AND
DISINFECTION PLAN AS SHOWN IN THIS PLAN SET ARE SCHEMATIC AND REPRESENTS
THE MINIMUM WORK ANTICIPATED. THE CONTRACTOR IS REQUIRED TO SUBMIT A FULL
TEMPORARY SERVICE AND POLYPIGGING/DISINFECTION PLAN AND PROVIDE
TEMPORARY THRUST RESTRAINT CALCULATIONS UP TO THE MAXIMUM TEST PRESSURE.
ANY VARIATION OR ADDITION TO TEMPORARY SERVICE PLAN OR POLYPIGGING AND
DISINFECTION PLAN SHALL HAVE WRITTEN APPROVAL FROM THE CITY OF RENTON
WATER DEPARTMENT.
11.ANTICIPATED TEMPORARY WATER SERVICES, CUT AND CAP LOCATIONS, VALVE AND
HYDRANT REMOVAL, AND PIPE ABANDONMENT/REMOVAL INFORMATION IS AVAILABLE
IN THE DEMOLITION SHEETS.
12.AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL
OTHER UTILITIES UNLESS OTHERWISE NOTED, MEASURED WALL-TO-WALL.
13.TEMPORARY 2-INCH WATER SERVICE SHALL BE POLYETHYLENE (PE) PIPE OR APPROVED
EQUAL WITH THRUST RESTRAINT AND SHALL BE INSTALLED IN TRENCH WITH 24" OF
COVER OVER PIPE. WORK TO INCLUDE ALL CONNECTIONS TO EXISTING WATER
SERVICE LINES UPSTREAM OF EXISTING WATER METERS AND ALL REQUIRED FITTINGS.
DISINFECTION AND SATISFACTORY PURITY SAMPLES SHALL BE OBTAINED FROM NEW
TEMPORARY 2-INCH WATER LINE BEFORE CONNECTION TO EXISTING WATER SERVICES.
WATER UTILITY NOTES:
1.THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-BUILT
DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL
SURVEYOR. AS-BUILT DRAWINGS SHALL INCLUDE NORTHING AND EASTING OF ALL
CLEANOUTS.
2.PIPE BEDDING SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS
WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES,
THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE
COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF
THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL
OVER PIPE SHALL BE THE SAME AS DESCRIBED.
3.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF
THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE
LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD
PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE
TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS
PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM
GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A
UNIFORMLY DENSE, UNYIELDING BASE.
4.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
ASTM D3034, SDR 35, OR AWWA C900 OR C905, UNLESS OTHERWISE APPROVED
BY THE WASTEWATER UTILITY.
5.IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM
12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER
CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE TO
MATCH PAVING.
6. MH LADDERS AND CONES SHALL BE ORIENTED SUCH THAT THE LADDER ENDS ON
A CHANNEL BENCH AND, TO THE GREATEST EXTENT PRACTICAL, THE COVER IS
OUTSIDE THE WHEELPATH OF THE TRAVELED WAY.
7.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT
ACTUAL LOCATIONS.
8.AT UTILITY CROSSINGS MAINTAIN MINIMUM TYPICAL VERTICAL SEPARATION OF 18"
FROM WATER AND 12" FROM OTHER UTILITIES, MEASURED WALL TO WALL, UNLESS
OTHERWISE SHOWN ON THE PLANS. NOTIFY ENGINEER IF TYPICAL VERTICAL
SEPARATION CAN NOT BE MET. 6-INCH ETHAFOAM PAD MAY BE USED IF APPROVED
BY THE ENGINEER
SANITARY SEWER NOTES:
18-2251
G-5
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RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
GENERAL AND EROSION CONTROL
NOTES
5
JJM
BAW
TTT
1.CHANNELIZATION MARKERS SHALL BE REPLACED IN PLACE PER STANDARD PLAN
109 OR AS DIRECTED BY THE ENGINEER. MISCELLANEOUS NON-STANDARD
TRAFFIC AND PARKING LINES SHALL BE REPLACED WITH THERMOPLASTIC PAINT.
SHUR-CURB TRAFFIC MARKERS SHALL BE REMOVED AND REPLACED.
2.TEMPORARY CHANNELIZATION MARKINGS SHALL BE PER WSDOT STANDARD PLAN
K-70.20 OR AS DIRECTED BY THE ENGINEER.
3.ALL SIGNS SHALL BE REPLACED IN PLACE, INSTALLED AS SHOWN ON THE PLANS,
OR INSTALLED AS DIRECTED BY THE ENGINEER PER STANDARD PLAN 129.
4.ALL LANDSCAPING IMPACTED BY THE WORK SHALL BE REPLACED IN ACCORDANCE
WITH THE SPECIFICATIONS.
5.FOR STREETS WITH PAVEMENT OVERLAY, PROVIDE CROWNED ROADWAY SECTION
WITH PEAK IN THE CENTER OF THE STREET AND SLOPE OF 1.5% TO 2.0% OR AS
DIRECTED BY THE ENGINEER.
RESTORATION NOTES:
S 3RD ST SHATTUCK AVE SS 4TH ST
S 3RD ST
MORRIS AVE SLOGAN AVE SBURNETT AVE SWILLIAMS AVE SS 2ND ST
WELLS AVE SHOUS
E
R
W
A
Y
SRAINIER AVE SRAINIER AVE SS 2ND STLAKE AVE SS 4TH PL SMITHERS AVE SS 3RD ST
S 4TH ST MAIN AVE SFO DUCT FO DUCT FO DUCT
SPU
P
R
O
P
E
R
T
Y
BRO
N
S
O
N
W
A
Y
S
ALIGNMENT CORNER
STA A7+34
N:178640.79
E:1298975.55
ALIGNMENT CORNER
STA A9+68
N:178598.24
E:1299205.04
ALIGNMENT CORNER
STA E5+94
N:178548.47
E:1298661.12
ALIGNMENT CORNER
STA E8+30
N:178542.01
E:1298897.55
ALIGNMENT CORNER
STA E9+95
N:178512.29
E:1299059.94
ALIGNMENT CORNER
STA L0+74
N:178862.29
E:1301757.63
A23+40
A0+00
B3+20B0+00E11
+
5
1
E0+0
0
E7+00 E8+00 E9+00 E10
+
0
0
E11+
0
0
F16+80F1+00G6+00G0+00G6+00H6+60H0+00K4+00K0+00
L9+00L
0
+
0
0
L9+00N4+01N0+00N4+00Q2+00Q0+00C26+15C0+00
R0+83R2+00J0+00J1+00SPU RIGHT-OF-WAY
S 2ND ST
BP: 0+00.00Mid: 0+77.89PT: 1+55.78PI: 12+75.68PI: 15+91.73PI: 19+07.77PI: 22+23.75PI: 25+34.73EP: 26+14.85L=2614.85'
R=955.00'
Δ=9°20'46"
L=320.00'
R=581.46'
Δ=22°23'10"
BP: 0+00.00
PC: 0+68.42
Mid: 1+82.01
PT: 2+
9
5
.
6
0
EP: 3+
2
0
.
0
0
SPU PROPERTY
WHITWORTH AVE SSW SUNSET BLVD MILL AVE SSHATTUCK AVE SALIGNMENT CORNER
STA E2+58
N:178234.56
E:1298540.40
ALIGNMENT LOCATION TABLE
START STA
A0+00
B0+00
C0+00
E0+00
F1+00
G0+00
H0+00
K0+00
L0+00
N0+00
NORTHING
N178662.72
N178363.78
N178066.25
N178117.71
N178598.19
N178593.70
N178589.14
N178548.86
N178913.58
N179039.76
EASTING
E1298241.40
E1298223.43
E1297920.59
E1298310.08'
E1299208.27
E1299524.29
E1299840.23
E1301424.86
E1301704.71
E1298489.26
END STA
A23+40
B3+20
C26+15
E11+51
F16+80
G6+00
H6+60
K4+00
L9+00
N4+00
NORTHING
N178572.52
N178048.70
N178013.44
N178461.48
N177018.62
N177993.87
N177929.01
N178538.43
N178036.28
N178639.82
EASTING
E1300576.45
E1298255.65
E1300534.22
E1299206.67
E1299171.69
E1299510.33
E1299824.99
E1301824.72
E1301735.70
E1298477.62
NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SRV CTL-PH-DATA-TESC-R.dwg G-6 4/25/2023 3:59 PM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SRV CTL-PH-DATA-TESC-R.dwg G-6 4/25/2023 3:59 PM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
18-2251
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UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
SURVEY DATA CONTROL PLAN AND
NOTES
6
JJM
TTT
PLAN
SCALE: NTS
SHEET INDEX:
A STATIONING: SHEETS 1-5
B STATIONING: RAINIER AVE (NO SHEETS)
C STATIONING: SHEETS 6-11
E STATIONING: SHEETS 12-14
F STATIONING: SHEETS 15-18
G STATIONING: SHEETS 19-20
H STATIONING: SHEET 21
J STATIONING: SHEETS 22-23
K STATIONING: SHEET 24
L STATIONING: SHEETS 25-26
SS-1, W-1 SS-2, W-2
SS-3, SD-3, W-3 SS-4, SD-4 SS-5 SD-24,
SS-24
SS-11
SS-10,
SD-10
SS-9,
SD-9
SS-8,
SD-8
SS-7, SD-7SS-6 SS-13SS-14
SS-1
2
SS-15, SD-15,SS-16, SD-16,SD-17SD-18SS-19, SD-19,SS-21SS-22SS-25, W-25,SS-26, W-26,SS-20, SD-20,SS-21,SD-21SD-24
1.FIELD SURVEY: KPG, NOVEMBER, 2017 -
FEBRUARY, 2018; SEPTEMBER 2018 -
DECEMBER 2018; FEBRUARY 2019, MAY
2019, JANUARY 2020, APRIL 2020
2. ALL SURVEY MONUMENTS SHALL BE
PROTECTED OR REMOVED AND REPLACED
PER CITY STANDARD DETAIL H031 AS
REQUIRED FOR CONSTRUCTION.
NOTES
WASHINGTON STATE PLANE COORDINATE
SYSTEM, NORTH ZONE, NAD 83/91 PER CITY
OF RENTON CONTROL STATIONS 205, 884,
1140, AND 1896.
HORIZONTAL DATUM
NAVD 88, PER CITY OF RENTON CONTROL
STATIONS 2133 AND 2128.
VERTICAL DATUM SS-27W-29W-30LEGEND:
ALIGNMENT
SHEET FRAME
BAWSS-28W-31SD-25SD-26W-20 W-19W-15W-16
S 3RD ST SHATTUCK AVE SS 4TH ST
S 3RD ST
MORRIS AVE SLOGAN AVE SBURNETT AVE SWILLIAMS AVE SS 2ND ST
WELLS AVE SHOUS
E
R
W
A
Y
SRAINIER AVE SRAINIER AVE SS 2ND STLAKE AVE SS 4TH PL SMITHERS AVE SS 3RD ST
S 4TH ST MAIN AVE SFO DUCT FO DUCT FO DUCT
SPU
P
R
O
P
E
R
T
Y
BRO
N
S
O
N
W
AY
S
SPU RIGHT-OF-WAY
S 2ND ST
SPU PROPERTY
WHITWORTH AVE SSW SUNSET BLVD MILL AVE SSHATTUCK AVE SNO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SRV CTL-PH-DATA-TESC-R.dwg G-7 4/25/2023 3:59 PM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SRV CTL-PH-DATA-TESC-R.dwg G-7 4/25/2023 3:59 PM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
18-2251
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UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
PRECONSTRUCTION POTHOLE AND
GEOTECHNICAL PLAN AND
BLOCK DESIGNATIONS
7
JJM
TTT
PLAN
SCALE: NTS
1
28
6
2
3 4A 4B 5
25
1110
21
19
15
16
17
18
987
20
27
22
BAW
#
KEY:
BLOCK NUMBER DESIGNATION
PRE-CONSTRUCTION POTHOLE
MONITORING WELL
GEOTECHNICAL INVESTIGATION BORING
1. BLOCK NUMBER DESIGNATIONS ARE PROVIDED FOR THE CONTRACTOR'S
CONVENIENCE IN PLANNING AND SCHEDULING CONSTRUCTION ACTIVITIES
SUCH AS TRAFFIC CONTROL, DEWATERING, SHORING, ETC.
2. SEE SHEET G-8 FOR POTHOLE TABLE
3. EXISTING MONITORING WELLS SHOWN IN THE TABLE ON THIS SHEET SHALL BE
DECOMMISSIONED IN ACCORDANCE WITH DOE PROCEDURES AND ASPHALT
PATCHED WITH 3-FT SQUARE T-PATCH, FOLLOWED BY A FULL LANE WIDTH
GRIND AND OVERLAY MINIMUM OF 6.5-FT LONG, SEE CITY STD DETAIL 110.
4. GEOTECHNICAL INVESTIGATION BORINGS HAVE BEEN PREVIOUSLY
DECOMMISSIONED, CONTRACTOR SHALL PATCH WITH 3-FT SQUARE ASPHALT
T-PATCH, FOLLOWED BY A FULL LANE WIDTH GRIND AND OVERLAY MINIMUM OF
6.5-FT LONG, SEE CITY STD DETAIL 110.
NOTES
24
26
MONITORING WELL
DECOMMISSIONING TABLE
PROJECT WELL NO.DOE WELL NO.
MW-1 BKH-303
KB-1 BJH-958
MW-2 BKH-302
MW-3 BKH-304
MW-4 BKH-301
MW-5 BKH-305
MW-6 BKH-306
MW-8 BKH-307
KB-10 BJH-960
KB-11 BJH-961
KB-14 BJH-959
KB-18 BJH-957
13
12
14
NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SRV CTL-PH-DATA-TESC-R.dwg G-8 4/25/2023 3:59 PM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SRV CTL-PH-DATA-TESC-R.dwg G-8 4/25/2023 3:59 PM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
18-2251
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UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
PRECONSTRUCTION POTHOLE DATA
TABLE
8
JJM
TTT
Plan/Profile
ID NO.
Existing
Utility
Utility
Material
Utility
Size
Approx. Depth
to Top of Exist
Utility (IN)
Approx. Depth
to Bottom of
Exist Utility (IN)
1 T Plastic (2) 2"33 36
2 UGP Plastic (2) 1" - (1) 2" -
(1) 2"11 33
3 T Plastic (4) 2" - 1(3")31 41
4 UGP, COM, G Steel 3/4"46 48
5 WS, G Poly / Cooper (1) 1/2" - (1)
1/2"36 37
6 G Steel 2"51 53
7 G, GS Steel (1) 4" - (1) 1"33 41
8 UGP, COM Plastic (2) 4"26 31
9 G Poly 2"41 43
10 G Poly 4"54 59
11 GS Poly 2"38 40
12 UGP Poly 2"26 28
13 T Plastic 3"48 59
14 UGP Plastic (3) 2" - (2) 2"32 36
15 GS Steel 5/8"16 17
16 G Steel/Poly
Insert 2"21 23
17 UGP, T, G Plastic / Steel (3) 3" (2) 4" (6)
2" - 2"16 64
18 UGP, T Plastic (8) 4" - (1) 1"18 36
19 UGP Poly 4"25 29
20 UGP, T Plastic/
Concrete Duct (2) 4" - (1) 2"24 59
21 T Duct (2) 4"34 86
22 G Poly 2"27 29
23 UGP, T Plastic (1) 1" - (1) 2" -
(2) 4"34 39
24 UGP, T Plastic (1) 6" - (2) 4" -
(3) 3" - (3) 2"25 44
25 W DIP 8"29 37
26 W DIP 8"31 39
27 G Poly 2"32 34
28 UGP, T Poly 2"31 33
Plan/Profile
ID NO.
Existing
Utility
Utility
Material
Utility
Size
Approx. Depth
to Top of Exist
Utility (IN)
Approx. Depth
to Bottom of
Exist Utility (IN)
29 UGP, T, G Plastic/Poly
(1) 8" - (3) 2" -
(2) 2" - (4) 4"
(1) 1/2"
20 60
30 W Steel 12"44 57
31 G Poly 1"58 60
32 G, UGP Steel 6"34 40
33 G Steel 2"44 46
34 G, T Poly 2"57 59
35 SS PVC 8"47 55
36 SD PVC 8"36 44
37 W DIP 66"31 97
38 WS,G Poly 1"47 48
39 SD Plastic 6"37 44
40 G Steel 4"32 41
41 T Plastic/
Concrete (2) 2" - (1) 10"39 54
42 UGP, T Plastic (8) 4"28 41
43 T Plastic (2) 2" - (2) 4" -
(1) 6"33 44
44 UGP, T Plastic/
Concrete Duct (1) 4" - (3) 3"20 51
45 T Plastic 6"44 51
46 G Steel 4"42 47
47 UGP Poly (3) 2"38 40
48 W Steel 6"24 31
49 UGP Plastic (1) 1" - (1) 2"23 40
50 UGP Plastic (1) 2" - (2) 4"57 63
51 WS DIP 8"40 48
52 W DIP 52"28 84
53 T Plastic (1) 4" - (3) 2"30 35
54 UGP Plastic (4) 4" - (1) 2"26 34
55 T Plastic (3) 4" - (4) 3"33 41
56 UGP Plastic (1) 3" - (2) 2"28 32
57 COM Plastic (2) 4" - (2) 2"24 48
58 UGP Steel 2"20 23
Plan/Profile
ID NO.
Existing
Utility
Utility
Material
Utility
Size
Approx. Depth
to Top of Exist
Utility (IN)
Approx. Depth
to Bottom of
Exist Utility (IN)
59 W Steel 66"37 105
60 W Steel 52"31 85
61 W DIP 8"38 47
62 G Steel 4"48 52
63 UGP Steel 4"48 52
64 G Plastic (1) 3" - (3) 2"28 33
65 T PVC 2"39 42
66 UGP, FO Plastic (1) 1" - (1) 2"25 30
67 G Plastic (1) 1" - (1) 2"25 29
68 T Plastic (3) 4"23 29
69 T Concrete 13" x 24"48 61
70 UGP Steel 2"39 41
71 W DIP 66"90 156
72 T PVC 2"39 42
73 W Steel 30"80 110
74 P Steel 2"57"59"
75 G Plastic Duct 44"60"
76 T Plastic Duct 44"53"
77 T Concrete Duct 42"50
78 P Plastic (2) 4"30"36"
79 G Poly 5/8"34"35"
80 COM Steel 6"35"41"
81 W Steel 66"38"104"
82 G Poly 6"48 54
83 G Steel 4"56 60
84 G Steel 2"37 39
85 G Poly 2"43 45
86 G Poly 2"41 43
87 P PVC 4"36 40
88 P PVC 4"30 34
89 P PVC 3x4"31 39
90 G Steel 2"51 53
BAW
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32
33
33
33
34
33
34
34
33
34
34
33
34
333333
3333
32 NO PARKING FIRE LANE34
CRPL #3 66" STL CRPL #3 66" STL
CRPL#3 66" STL CRPL#3 66" STL
FO DUCT
FO DUCT
FO DUCT
STA A13+15, 4.3' LT
1-SDMH #5.5
8"C900 SDSTA A12+98, 47.1' RT
1-MH (224)12"DI W12"DI W12"DI W
12"DI W12"DI
W
TS
TS TS
TS
TSG0+00A10+00 A11+00 A12+00 A13+00 A14+00 A15+00
F1+008" SDR 35 SS
8" C900 SS8" C900 SS8" SDR 35 SS2"PVC CONDUIT
2"PVC CONDUIT
18-2251
G-9
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RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
TYPICAL EROSION & SEDIMENT
CONTROL PLAN AND NOTES
JJM
BAW
TTT
9NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-ESC-R.dwg G-9 4/25/2023 4:24 PM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
S 2ND ST
SHATTUCK AVE S TYPICAL LOCAL EROSION CONTROL PLAN
SCALE: 1"=20'
INLET PROTECTION
TREE PROTECTION FENCE
LEGEND
EROSION CONTROL NOTES
1.ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND
CLEARING AND/OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM.
ALL EROSION AND SEDIMENT CONTROL FACILITIES 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. THE IMPLEMENTATION,
MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR.
2.THE EROSION AND SEDIMENTATION CONTROL BMPs DEPICTED ON THESE DRAWINGS ARE INTENDED TO BE MINIMUM
REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL
CONDITIONS DICTATE, THE CONTRACTOR SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL 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 CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE
ACTIVITIES AND TO PROVIDE ADDITIONAL BMPs, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT
ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
3.BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER 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.
4.WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2
TO 3 INCHES.
5.KEEP PUBLIC AND PRIVATE ROADWAYS/PARKING LOTS, SIDEWALKS, AND TRAILS FREE OF DEBRIS AND SEDIMENT.
6. ANY AREAS OF EXPOSED SOILS THAT WILL NO BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH
APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED
WITH THE APPROVES ESC COVER METHODS IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM.
NOTE:
1. THIS IS A TYPICAL EXAMPLE OF THE
IMPLEMENTATION OF EROSION AND
SEDIMENT CONTROL BEST MANAGEMENT
PRACTICES. CONTRACTOR RESPONSIBLE TO
USE DETAILS PROVIDED IN ACCORDANCE
WITH APPLICABLE STANDARDS.
TYPICAL SEWER MAIN
WORK AREA
SECTION VIEW
TREE PROTECTION NOTES:
1. SEE SPECIFICATIONS FOR ADDITIONAL TREE PROTECTION
REQUIREMENTS.
2. EXCAVATED ROOTS 2" OR LARGER SHALL BE PROTECTED IN PLACE
OR CLEANLY CUT BACK TO THE SOIL LINE AS APPROVED BY THE
ENGINEER AND IN ACCORDANCE WITH THE SPECIFICATIONS. WRAP
WITH WETTED BURLAP UNTIL BACKFILLED AND COVERED WITH NEW
SOIL
3. NO PRUNING SHALL BE PERFORMED EXCEPT BY APPROVED
ARBORIST. ONCE INSTALLED, TPZ FENCING SHALL BE INSPECTED AND
APPROVED PRIOR TO ANY MAJOR EXCAVATION OR DIRT WORK.
4. NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING
INCLUDING DURING FENCE INSTALLATION AND REMOVAL.
5. NO FOOT TRAFFIC ALLOWED INSIDE TPZ FENCING
6. NO MATERIAL STORAGE ALLOWED INSIDE TPZ FENCING
INLET PROTECTION TO BE
INSTALLED IN ALL CATCH
BASINS IN THE VICINITY
OF THE WORK ZONE, SEE
RENTON STD PLAN 216.30
TYPICAL STORM DRAIN
WORK AREA
TREE PROTECTION FENCE TO BE
INSTALLED AROUND TREES IN 2ND ST
MEDIAN, SEE DETAIL THIS SHEET
SCALE: 1/4"=1'-0"
TREE PROTECTION - FENCING IN THE TREE PROTECTION ZONE (TPZ)1
-WHITWORTHAVE STYPICAL WATER MAIN
WORK AREA
TREE PROTECTION FENCE:
6' HT. CHAIN LINK FENCE WITH
STEEL POSTS INSTALLED AT 8' O.C.
PANELS TO BE COVERED WITH FABRIC
OR TARP MATERIAL TO PREVENT DIRT
AND DUST FROM ENTERING TPZ
MAINTAIN EXISTING GRADE
WITH THE TREE PROTECTION
FENCE. NO SOIL DISTURBANCE
PERMITTED INSIDE TPZ 6'-0"419419321305
400 400
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3
8
3
7
3
8
3
7
3
639383637
38
353
5
3
4
36 35
34
35
34
3
3
32
31333231293030
31
3233
3
4
3738434
2
41
40
39
FIRE LANE
35
CRPL#3 66" STL
CRPL#1 66" STL
CRPL#2 51.5" STL
CRPL#3 66" STL
CRPL#1 66" STL
CRPL#2 51.5" STL
CRPL#1 66" STL
CRPL#2 51.5" STL
CRPL#3 66" STL
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••••••••••••••••••••••••••
••••
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
A0+00 A1+00 A2+00 A3+00 A4+00Q0+00Q1+00N3+00N4+00N4+01•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
31
31
31
31
32
32
3
3
32
32
3
2
31
32
32
32
NO PARKING FIRE LAN
E NO PARKINGNO PARKING FIRE LANESTOP
NO PARKINGNO PARKINGNO PARKING FIRE LANE3
2
3231
CRPL#3 66" STL
CRPL#2 51.5" STL
CRPL#3 66" STL
CRPL#1 66" STL
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
A5+00 A6+00 A7+00
A8+00
A9+00
18-2251
D-1
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 2ND ST
UTILITY DEMOLITION PLANS
STA A0+00 TO STA A9+60
SEO
BAW
TTT
10NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-DEMO-R.dwg D-1 4/25/2023 5:36 PM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1 MATCHLINE STA A4+80SEE BELOWRAINIER AVE SLAKE AVE SS 2ND ST
MATCHLINE STA A4+80SEE ABOVEMATCHLINE STA A9+60SEE SHEET D-3D-2
3 43
6
7
4
5
3 6
4
6 3
2.ABANDON MH IN PLACE PER CITY STD DET 400.5
3.REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN
IN PLANS
4.ABANDON PIPE IN PLACE WTIH CONCRETE PLUG
5.REMOVE PIPE AND APPURTENANCES ENTIRELY AND
REPLACE AS SHOWN IN PLANS
6.REMOVE AND REPLACE FIRE HYDRANT, EXISTING
HYDRANT TO BE DELIVERED TO THE CITY IN
ACCORDANCE WITH THE SPECS. TO BE DONE AT FINAL
CONNECTION TO NEW WATERLINE
7.REMOVE CONCRETE BOLLARDS
8.CUT AND CAP WATER MAIN IN ACCORDANCE WITH
SPECS
9.ABANDON MONITORING WELL IN ACCORDANCE WITH
SPECS
TEMPORARY THRUST BLOCKING DETAIL ON W-44
VALVE TO BE REMOVED IN ACCORDANCE WITH SPECS
PLUG AND ABANDON CB WITH CEMENT BASED GROUT
DEMOLITION NOTES
2
3
4
5
6
S 2ND ST
7
LEGEND
REMOVE PIPE AND APPURTENANCES
ENTIRELY AND REPLACE AS SHOWN IN
PLANS
ABANDON PIPE AND APPURTENANCES IN
PLACE WITH CAP OR PLUG AS SPECIFIED
FILL PIPE WITH CEMENT BASED GROUT
FOR ABANDONMENT
10
10
11
11
20100 40 60
PLAN
SCALE: 1"=20'
20100 40 60
PLAN
SCALE: 1"=20'
12
13
14
2" TEMP WATER
12
12
13
13
INSTALL 2" TEMPORARY WATER SERVICE
LINE TO WATER METERS TO 200 S 2ND ST
PRIOR TO ABANDONMENT OF EXIST 8" W
IN S 2ND ST
EXIST 2" IRRIGATION METER AND FH TO BE
OUT OF SERVICE DURING CONSTRUCTION
OF NEW 12" WATER IN S 2ND ST
14
5
INSTALL 2" TEMPORARY WATER SERVICE
LINE TO WATER METERS TO 200 S 2ND ST
PRIOR TO ABANDONMENT OF EXIST 8" W
IN S 2ND ST
2" TEMP WATER
13
2
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32
33
33
33
34
33
34
34
33
34
34
33
3333
32 NO PARKING FIRE LANE34
CRPL #3 66" STL
CRPL#3 66" STL CRPL#3 66" STL
FO DUCT
FO DUCT
A10+00 A11+00 A12+00 A13+00 A14+00G0+00F1+00••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••33
3
4
34
34
3535
35
36
36
3635
3534
34
333333
CRPL #3 66" STL CRPL #3 66" STL •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••FO DUCT
A15+00 A16+00 A17+00 A18+00 A19+00
H0+0018-2251
D-3
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 2ND ST
UTILITY DEMOLITION PLANS
STA A9+60 TO STA A19+20
SEO
BAW
TTT
11NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-DEMO-R.dwg D-3 4/25/2023 5:36 PM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
S 2ND ST
MATCHLINE STA A9+60SEE SHEET D-2MATCHLINE STA A14+40SEE BELOWWHITWORTHAVE SSHATTUCKAVE SFOR CONTINUATION
SEE SHEET D-19
FOR CONTINUATION
SEE SHEET D-15
S 2ND STMATCHLINE STA A14+40SEE ABOVEMATCHLINE STA A19+20SEE SHEET D-5MORRISAVE SFOR CONTINUATON
SEE SHEET D-21
D-4
1.ABANDON MH IN PLACE PER CITY STD DET 400.5
2.REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN
IN PLANS
3.ABANDON PIPE IN PLACE WTIH CONCRETE PLUG
4.REMOVE PIPE AND APPURTENANCES ENTIRELY AND
REPLACE AS SHOWN IN PLANS
CUT AND CAP WATER MAIN IN ACCORDANCE WITH
SPECS
TEMPORARY THRUST BLOCKING DETAIL ON W-44
VALVE TO BE REMOVED IN ACCORDANCE WITH SPECS
PLUG AND ABANDON CB WITH CEMENT BASED GROUT
FILL PIPE WITH CEMENT BASED GROUT FOR
ABANDONMENT
DEMOLITION NOTES
3
13
2
12
6
3
5
15
2
4
4
3
5
3
6
PIPE MAY HAVE BEEN PREVIOUSLY
ABANDONED, MH'S WERE NOT
PROPERLY ABANDONED
PIPE MAY HAVE BEEN PREVIOUSLY
ABANDONED, MH'S WERE NOT
PROPERLY ABANDONED
15
15
4
4 2
2
2
2
5
3
2
3
4
5
10
20100 40 60
PLAN
SCALE: 1"=20'
20100 40 60
PLAN
SCALE: 1"=20'
10
12
13
14
15
14
15
10
13
2" TEMP WATER
12
INSTALL 2" TAP AND 2" TEMPORARY WATER SERVICE
LINE AND CONNECT TO 3 EXISTING METERS (1-2"
IRRIGATION AND 2-34" DOMESTIC METERS)
LEGEND
REMOVE PIPE AND APPURTENANCES
ENTIRELY AND REPLACE AS SHOWN IN
PLANS
ABANDON PIPE AND APPURTENANCES IN
PLACE WITH CAP OR PLUG AS SPECIFIED
FILL PIPE WITH CEMENT BASED GROUT
FOR ABANDONMENT
13
ADJUST REMOVAL EXTENTS AS
REQUIRED TO MAINTAIN 6"
CLEARANCE BTWN ABANDONED
SEWER AND NEW SD 5
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••37
37 37373737
37
38 3839
39
37
38
373938CRPL #3 66" STL CRPL #3 66" STL CRPL #3 66" STL••••••••••••••••••••••CRPL #3 66" STL
A20+00 A21+00 A22+00 A23+00 A23+40J0+00J1+00••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••
33
32
34
33
32
31
30 323131•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••C0+00
C1+00 C2+00 C3+00 C4+00B2+00B3+00B3+20E0+0
0
E1+0
0
18-2251
D-5
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 2ND ST AND S 3RD ST UTILITY
DEMOLITION PLANS STA A19+20 TO
STA A23+40 & STA C0+00 TO STA C4+80
SEO
BAW
TTT
12NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-DEMO-R.dwg D-5 4/25/2023 5:36 PM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
S 2ND ST
MATCHLINE STA A19+20SEE SHEET D-3LOGAN AVE SBURNETT AVE SS 3RD ST MATCHLINE STA C4+80SEE SHEET D-7RAINIERAVE SSW SUNSET BLV
D 165 LF 8" CIPP SSD-6
2.ABANDON MH IN PLACE PER CITY STD DET 400.5
3.REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN
IN PLANS
4.REMOVE PIPE AND APPURTENANCES ENTIRELY AND
REPLACE AS SHOWN IN PLANS
5.ABANDON MONITORING WELL IN ACCORDANCE WITH
SPECS
FILL PIPE WITH CEMENT BASED GROUT FOR
ABANDONMENT
DEMOLITION NOTES
2
3
5
15
2
3
2
3 3
3
5
3
5
15
2
FOR
CONT
INUAT
IONSEE SH
EET
D
-12
11
11
20100 40 60
PLAN
SCALE: 1"=20'
20100 40 60
PLAN
SCALE: 1"=20'
15
15
LEGEND
REMOVE PIPE AND APPURTENANCES
ENTIRELY AND REPLACE AS SHOWN IN
PLANS
ABANDON PIPE AND APPURTENANCES IN
PLACE WITH CAP OR PLUG AS SPECIFIED
FILL PIPE WITH CEMENT BASED GROUT
FOR ABANDONMENT
11
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32
32 3131
32
32
32
32
32STOPC5+00 C6+00 C7+00 C8+00 C9+00D3+00D3+05•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32
31
31
3132
C10+00 C11+00 C12+00 C13+00 C14+00F6+00F7+0018-2251
D-7
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 3RD ST
UTILTIY DEMOLITION PLANS
STA C4+80 TO STA C14+40
SEO
BAW
TTT
13NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-DEMO-R.dwg D-7 4/25/2023 5:36 PM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
S 3RD ST
MATCHLINE STA C4+80SEE SHEET D-5, D-6MATCHLINE STA C9+60SEE BELOWFOR CONTINUATION
SEE SHEET D-12
SHATTUCKAVE SS 3RD ST
MATCHLINE STA C9+60SEE ABOVEMATCHLINE STA C14+40SEE SHEET D-9FOR CONTINUATION
SEE SHEET D-15
D-8
3
17
4
4
2
2
3
4
8
4
5
3
2
15
3
5
3
15
20100 40 60
PLAN
SCALE: 1"=20'
20100 40 60
PLAN
SCALE: 1"=20'
2.ABANDON MH IN PLACE PER CITY STD DET 400.5
3.REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN
IN PLANS
4.ABANDON PIPE IN PLACE WTIH CONCRETE PLUG
5.REMOVE PIPE AND APPURTENANCES ENTIRELY AND
REPLACE AS SHOWN IN PLANS
6.REMOVE FIRE HYDRANT, EXISTING HYDRANT TO BE
DELIVERED TO THE CITY IN ACCORDANCE WITH THE
SPECS. TO BE DONE AT FINAL CONNECTION OF NEW
WATER LINE
7.ABANDON MONITORING WELL IN ACCORDANCE WITH
SPECS
FILL PIPE WITH CEMENT BASED GROUT FOR
ABANDONMENT
DEMOLITION NOTES
2
3
4
5
8
11
15
15
3
15
LEGEND
REMOVE PIPE AND APPURTENANCES
ENTIRELY AND REPLACE AS SHOWN IN
PLANS
ABANDON PIPE AND APPURTENANCES IN
PLACE WITH CAP OR PLUG AS SPECIFIED
FILL PIPE WITH CEMENT BASED GROUT
FOR ABANDONMENT
11
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••33
33
33
33
34 3433C15+00 C16+00 C17+00 C18+00G5+00G6+00G6+00••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••34
34
35
35
35
3636
3636C19+00 C20+00 C21+00 C22+00 C23+00H5+00H6+00R0+83R1+00R2+00R2+00WHITWORTHAVE S18-2251
D-9
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 3RD ST
UTILITY DEMOLITION PLANS
STA C14+40 TO STA C24+00
SEO
BAW
TTT
14NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-DEMO-R.dwg D-9 4/25/2023 5:36 PM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
S 3RD ST
MATCHLINE STA C14+40SEE SHEET D-8MATCHLINE STA C18+80SEE BELOWFOR CONTINUATION
SEE SHEET D-20
FOR CONTINUATION
SEE SHEET D-21
MORRIS AVE SMATCHLINE STA C118+80SEE ABOVEMATCHLINE STA C23+60SEE SHEET D-11LOGAN AVE SSMITHERSAVE SD-10
3.REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN
IN PLANS
4.ABANDON PIPE IN PLACE WTIH CONCRETE PLUG
5.REMOVE PIPE AND APPURTENANCES ENTIRELY AND
REPLACE AS SHOWN IN PLANS
REMOVE CONCRETE BOLLARDS
6.REMOVE FIRE HYDRANT, EXISTING HYDRANT TO BE
DELIVERED TO THE CITY IN ACCORDANCE WITH THE
SPECS. TO BE DONE AT FINAL CONNECTION OF NEW
WATER LINE
CUT AND CAP WATER MAIN IN ACCORDANCE WITH SPECS
7.ABANDON MONITORING WELL IN ACCORDANCE WITH
SPECS
TEMPORARY THRUST BLOCKING DETAIL ON W-44
VALVE TO BE REMOVED IN ACCORDANCE WITH SPECS
FILL PIPE WITH CEMENT BASED GROUT FOR
ABANDONMENT
REMOVE TRAFFIC DETECTION LOOP
DEMOLITION NOTES
3
4
5
8
3
4
5
34
5
3
3
4
8
3
7
5
11
11 S 3RD ST 11
11
20100 40 60
PLAN
SCALE: 1"=20'
20100 40 60
PLAN
SCALE: 1"=20'
15
17
7
13
10
12
17
8
12
10
STA C22+30, 6' LT
1-8" PLUG, RJ
1-TB
STA C21+86, 6' LT
1-8" PLUG, RJ
1-TB
13
10 15
3
13
10
LEGEND
REMOVE PIPE AND APPURTENANCES
ENTIRELY AND REPLACE AS SHOWN IN
PLANS
ABANDON PIPE AND APPURTENANCES IN
PLACE WITH CAP OR PLUG AS SPECIFIED
FILL PIPE WITH CEMENT BASED GROUT
FOR ABANDONMENT
EXIST 6" CONC SD
LEFT IN SERVICE
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••37
37 38 3839
CRPL
#
3
6
6
"
S
T
L
CRPL
#
2
5
1
.
5
"
S
T
L
C24+00 C25+00 C26+00 C26+15J6+00J6+80•••••••••••••••••••••••••••••••••••••••••••••••••••32STOPC6+00D0+00 D1+00 D2+00 D3+00D3+05
E2+00E3+
0
0
E4+
0
0 BURNETT AVE S18-2251
D-11
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 3RD ST & PARKING LOT UTILITY
DEMOLITION PLANS STA C24+00 TO
STA C26+40 & STA E1+20 TO STA E5+00
SEO
BAW
TTT
15NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-DEMO-R.dwg D-11 4/25/2023 5:36 PM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
S 3RD ST
MATCHLINE STA C23+60SEE SHEET D-9S 3RD STFOR CONTINUATION
SEE SHEET D-6
FOR CONTINUATION
SEE SHEET D-7
D-12
2.REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN
IN PLANS
3.REMOVE PIPE AND APPURTENANCES ENTIRELY AND
REPLACE AS SHOWN IN PLANS
4.ABANDON MONITORING WELL IN ACCORDANCE WITH
SPECS
FILL PIPE WITH CEMENT BASED GROUT FOR
ABANDONMENT
DEMOLITION NOTES
3
5
3
5FOR CONTINUATIONSEE SHEET D-13FOR CONTINUATION
SEE SHEET D-6
11
11
20100 40 60
PLAN
SCALE: 1"=20'
20100 40 60
PLAN
SCALE: 1"=20'
15
153
LEGEND
REMOVE PIPE AND APPURTENANCES
ENTIRELY AND REPLACE AS SHOWN IN
PLANS
ABANDON PIPE AND APPURTENANCES IN
PLACE WITH CAP OR PLUG AS SPECIFIED
FILL PIPE WITH CEMENT BASED GROUT
FOR ABANDONMENT
15
•••••••••••••••••••••••••••••32
32
31
32
NO PARKINGPARKING FIRE LANEFIRE LANE NO PARKING FIRE LANE NO PARKINGNO PARKING FIRE LANENO PARKING FIRE LANESTOP
3
2
32
CRPL#3 66" STL
CRPL#2 51.5" STL
CRPL#1 66" STLCRPL#1 66" STL
CRPL#2 51.5" STL
CRPL#3 66" STL ••••••••••••••••••••••••••••••••••••••••••••••••••••••E5+00E6+00 E7+00Q2+00••••••••••••••••••••••••••••••••••••••••••••••••3
3
32
3232
3
2
31
32
31NO PARKING FIRE LANENO PARKINGNO PARKINGNO PARKING FIRE LANE3
2
3231
32
32CRPL#3 66" STL
CRPL
#
1
6
6
"
S
T
L
CRPL
#
2
5
1
.
5
"
S
T
L ••••••••••••••••••••••••••••••••••••••F1+00F2+00E8+00
E9+00
E10+
0
0
E11+
0
0
E11
+
5
1
18-2251
D-13
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
PARKING LOT
UTILITY DEMOLITION PLANS
STA E5+00 TO STA E11+51
SEO
BAW
TTT
16NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-DEMO-R.dwg D-13 4/25/2023 5:36 PM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
S 2ND ST
MATCHLINE STA E2+80SEE BELOWS 2ND
S
T
MATCHLINE STA E2+80SEE ABOVESHATTUCK AVE SFOR CONTINUATIONSEE SHEET D-2FOR CONTINUATION
SEE SHEET D-15
D-14
3.REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN
IN PLANS
4.ABANDON PIPE IN PLACE WTIH CONCRETE PLUG
5.REMOVE PIPE AND APPURTENANCES ENTIRELY AND
REPLACE AS SHOWN IN PLANS
FILL PIPE WITH CEMENT BASED GROUT FOR
ABANDONMENT
DEMOLITION NOTES
3
4
5
3
3
3
FOR CONTINUATION
SEE SHEET D-12
20100 40 60
PLAN
SCALE: 1"=20'
20100 40 60
PLAN
SCALE: 1"=20'
15
5
4
15
5
LEGEND
REMOVE PIPE AND APPURTENANCES
ENTIRELY AND REPLACE AS SHOWN IN
PLANS
ABANDON PIPE AND APPURTENANCES IN
PLACE WITH CAP OR PLUG AS SPECIFIED
FILL PIPE WITH CEMENT BASED GROUT
FOR ABANDONMENT
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••323333323232
32
32
32
31
3
2 CRPL#2 51.5" STLCRPL#1 66" STLCRPL#3 66" STLCRPL#1 66" STLCRPL#2 51.5" STL•••••••••••••••••••••••A9+00A10+00F1+00 F2+00 F3+00 F4+00 F5+00
E11+00E11+51•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••313131
31
C12+00C13+00F6+00 F7+00 F8+00 F9+00
18-2251
D-15
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
SHATTUCK AVE S
UTILITY DEMOLITION PLAN
STA F0+00 TO STA F9+60
SEO
BAW
TTT
17NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-DEMO-R.dwg D-15 4/25/2023 5:36 PM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1S 2ND STMATCHLINE STA F5+40SEE BELOWSHATTUCK AVE S
FOR CONTINUATION
SEE SHEET D-2
FOR CONTINUATION
SEE SHEET D-2
S 3RD STSHATTUCK AVE S
FOR CONTINUATION
SEE SHEET D-8
FOR CONTINUATION
SEE SHEET D-7
D-16
2.ABANDON MH IN PLACE PER CITY STD DET 400.5
3.REMOVE MH OR CB ENTIRELY AND REPLACE AS
SHOWN IN PLANS
4.ABANDON PIPE IN PLACE WTIH CONCRETE PLUG
5.REMOVE PIPE AND APPURTENANCES ENTIRELY AND
REPLACE AS SHOWN IN PLANS
6.REMOVE AND REPLACE FIRE HYDRANT, EXISTING
HYDRANT TO BE DELIVERED TO THE CITY IN
ACCORDANCE WITH THE SPECS. TO BE DONE AT FINAL
CONNECTION TO NEW WATER LINE
CUT AND CAP WATER MAIN IN ACCORDANCE WITH
THE SPECS
TEMPORARY THRUST BLOCKING DETAIL ON W-44
VALVE TO BE REMOVED IN ACCORDANCE WITH SPECS
PLUG AND ABANDON CB WITH CEMENT BASED GROUT
FILL PIPE WITH CEMENT BASED GROUT FOR
ABANDONMENT
DEMOLITION NOTES
2
3
4
5
6
15
3 5
6
3
15 2
3 5
4
4
3
2
3
4
25
5
3
6
MATCHLINE STA F5+40SEE ABOVEMATCHLINE STA F9+60SEE SHEET D-1710
3
10
12" VALVE TO BE REMOVED.
INSTALL 12" PLUG (RJ) AND TB TO
EXISTING CROSS.
3
10201004060
PLAN
SCALE: 1"=20'
20100 40 60
PLAN
SCALE: 1"=20'
12
13
14
3
14
2" TEMP WATER SERVICE
12
INSTALL 2" TAP AND 2" TEMPORARY WATER SERVICE LINE
AND CONNECT TO 3 EXISTING 34" DOMESTIC METERS
14 LEGEND
REMOVE PIPE AND APPURTENANCES
ENTIRELY AND REPLACE AS SHOWN IN
PLANS
ABANDON PIPE AND APPURTENANCES IN
PLACE WITH CAP OR PLUG AS SPECIFIED
FILL PIPE WITH CEMENT BASED GROUT
FOR ABANDONMENT
13
13
13
13
15
••••••••••••••••••••••••••••••••••••••••••••••••••
30
30 3030
29
••••••••••••••••••••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
F10+00 F11+00 F12+00 F13+00 F14+00
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
29
29
29
28
28
2
8
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
•
•
•
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
F14+00 F15+00 F16+00 F16+80
18-2251
D-17
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
SHATTUCK AVE S
UTILITY DEMOLITION PLANS
STA F9+60 TO STA F16+00
SEO
BAW
TTT
18NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-DEMO-R.dwg D-17 4/25/2023 5:36 PM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
SHATTUCK AVE S
MATCHLINE STA F14+00SEE BELOWMATCHLINE STA F14+00SEE ABOVED-18
1.REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN
IN PLANS
2.REMOVE PIPE AND APPURTENANCES ENTIRELY AND
REPLACE AS SHOWN IN PLANS
3.ABANDON MONITORING WELL IN ACCORDANCE WITH
SPECS
4.PLUG AND ABANDON CB WITH CEMENT BASED GROUT
5.FILL PIPE WITH CEMENT BASED GROUT FOR
ABANDONMENT
DEMOLITION NOTES
3MATCHLINE STA F9+60SEE SHEET D-16SHATTUCK AVE S
5
5
3
33
11
33
5
11
20100 40 60
PLAN
SCALE: 1"=20'
20100 40 60
PLAN
SCALE: 1"=20'
14
15
15
15
14
LEGEND
REMOVE PIPE AND APPURTENANCES
ENTIRELY AND REPLACE AS SHOWN IN
PLANS
ABANDON PIPE AND APPURTENANCES IN
PLACE WITH CAP OR PLUG AS SPECIFIED
FILL PIPE WITH CEMENT BASED GROUT
FOR ABANDONMENT
11
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••333433
3333
33
33
CRPL #2 51.5" STLCRPL#3 66" STLCRPL#1 66" STL••••••••••••••••••••••••••••••••••••••A12+00A13+00G0+00 G1+00 G2+00 G3+00
••••••••••••••••••••••••••33333333
33••••••C16+00G4+00 G5+00 G6+00G6+00
18-2251
D-19
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
WHITWORTH AVE S
UTILITY DEMOLITION PLANS
STA G0+00 TO STA G6+00
SEO
BAW
TTT
19NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-DEMO-R.dwg D-19 4/25/2023 5:36 PM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
WHITWORTH AVE S
MATCHLINE STA G3+20SEE BELOW2ND STFOR CONTINUATION
SEE SHEET D-3
FOR CONTINUATION
SEE SHEET D-3
WHITWORTH AVE S
MATCHLINE STA G3+20SEE ABOVES 3RD STFOR CONTINUATION
SEE SHEET D-9
FOR CONTINUATION
SEE SHEET D-9
D-20
1.REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN
IN PLANS
2.ABANDON PIPE IN PLACE WTIH CONCRETE PLUG
3.REMOVE PIPE AND APPURTENANCES ENTIRELY AND
REPLACE AS SHOWN IN PLANS
4.REMOVE AND REPLACE FIRE HYDRANT, EXISTING
HYDRANT TO BE DELIVERED TO THE CITY IN
ACCORDANCE WITH THE SPECS. TO BE DONE AT FINAL
CONNECTION TO NEW WATER LINE
5.REMOVE HYDRANT, EXISTING HYDRANT TO BE
DELIVERED TO THE CITY IN ACCORDANCE WITH THE
SPECS
6.CUT AND CAP WATER MAIN IN ACCORDANCE WITH
SPECS
7.ABANDON MONITORING WELL IN ACCORDANCE WITH
SPECS
8.TEMPORARY THRUST BLOCKING DETAIL ON W-44
9.VALVE TO BE REMOVED IN ACCORDANCE WITH SPECS
DEMOLITION NOTES
3
4
5
6
6 4
5
5
4
3
5
54
8
5
8
10
4
5
3
10
REMOVE 2 EXISTING 8" VALVES AT
EXISTING 12"x8" CROSS AND INSTALL 2-8"
BLIND FLANGES ON NORTH AND SOUTH
SIDE OF CROSS, SEE CONNECTION DET H
ON SHT W-41
10
11
APPROXIMATE LOCATION OF
KB-14, CONTRACTOR SHALL
FIELD LOCATE AND ABANDON
MONITORING WELL IN
ACCORDANCE WITH SPECS
20100 40 60
PLAN
SCALE: 1"=20'
20100 40 60
PLAN
SCALE: 1"=20'
12
13
13
12 11
INSTALL 2" TAP AND 2" TEMPORARY WATER SERVICE
LINE AND CONNECT TO 3 EXISTING METERS (1-2"
IRRIGATION AND 2-34" DOMESTIC METERS)
11
LEGEND
REMOVE PIPE AND APPURTENANCES
ENTIRELY AND REPLACE AS SHOWN IN
PLANS
ABANDON PIPE AND APPURTENANCES IN
PLACE WITH CAP OR PLUG AS SPECIFIED
FILL PIPE WITH CEMENT BASED GROUT
FOR ABANDONMENT
2" TEMP WATER SERVICE
2" TEMP WATER SERVICE
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••343
5 35343433
33
3333
CRPL#1 66" STLCRPL#2 51.5" STLCRPL #3 66" STL••••••••••••••••••••••••••••A16+00H0+00 H1+00 H2+00 H3+00
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3434
33 3434C19+00H4+00 H5+00 H6+00 H6+60
18-2251
D-21
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
MORRIS AVE S
UTILITY DEMOLITION PLANS
STA H0+00 TO STA H6+00
SEO
BAW
TTT
20NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-DEMO-R.dwg D-21 4/25/2023 5:36 PM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
MORRIS AVE S
S 2ND STMORRIS AVE S
S 3RD STFOR CONTINUATION
SEE SHEET D-9
FOR CONTINUATION
SEE SHEET D-10
FOR CONTINUATION
SEE SHEET D-4
FOR CONTINUATION
SEE SHEET D-4
LOCATION OF EXIST SIDE SEWER IS UNKNOWN,
CONTRACTOR TO LOCATE AND ABANDON OR REMOVE
AS NECESSARY TO INSTALL STRAIGHT SIDE SEWER TO
MAIN AS SHOWN ON SS-21
1.ABANDON MH IN PLACE PER CITY STD DET 400.5
3.REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN
IN PLANS
4.ABANDON PIPE IN PLACE WTIH CONCRETE PLUG
5.REMOVE PIPE AND APPURTENANCES ENTIRELY AND
REPLACE AS SHOWN IN PLANS
FILL PIPE WITH CEMENT BASED GROUT FOR
ABANDONMENT
DEMOLITION NOTES
2
3
4
5
2
4
4
5
3
3
3
5
MATCHLINE STA H3+20SEE ABOVEMATCHLINE STA H3+20SEE BELOW2
20100 40 60
PLAN
SCALE: 1"=20'
20100 40 60
PLAN
SCALE: 1"=20'
1
15
1
15
LEGEND
REMOVE PIPE AND APPURTENANCES
ENTIRELY AND REPLACE AS SHOWN IN
PLANS
ABANDON PIPE AND APPURTENANCES IN
PLACE WITH CAP OR PLUG AS SPECIFIED
FILL PIPE WITH CEMENT BASED GROUT
FOR ABANDONMENT
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••444444
45
4545 464544
4444454
646
CRPL#3 66" STLCPPL#3 66" STLCPPL#3 66" STLCPPL#3 66" STL ••••••••••••••••••••••••••••••••K0+00 K1+00 K2+00 K3+00 K4+00
L4+00L4+0018-2251
D-24
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 2ND ST
UTILITY DEMOLITION PLANS
STA K0+00 TO STA K4+00
SEO
BAW
TTT
21NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-DEMO-R.dwg D-24 4/25/2023 5:36 PM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
S 2ND ST
MILL AVE S4
3
FOR CONTINUATION
SEE SHEET D-25MAIN AVE S2.REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN
IN PLANS
3.ABANDON PIPE IN PLACE WTIH CONCRETE PLUG
4.REMOVE PIPE AND APPURTENANCES ENTIRELY AND
REPLACE AS SHOWN IN PLANS
5.REMOVE HYDRANT, EXISTING HYDRANT TO BE
DELIVERED TO THE CITY IN ACCORDANCE WITH THE
SPECS
CUT AND CAP WATER MAIN IN ACCORDANCE WITH
SPECS
VALVE TO BE REPLACED IN ACCORDANCE WITH SPECS
FILL PIPE WITH CEMENT BASED GROUT FOR
ABANDONMENT
REMOVE WATER VAULT
DEMOLITION NOTES
3
4
5
84
5
8
CONTINUATION
SEE SHEET D-25
10
20100 40 60
PLAN
SCALE: 1"=20'
10
13
15
13
33
13
15
LEGEND
REMOVE PIPE AND APPURTENANCES
ENTIRELY AND REPLACE AS SHOWN IN
PLANS
ABANDON PIPE AND APPURTENANCES IN
PLACE WITH CAP OR PLUG AS SPECIFIED
FILL PIPE WITH CEMENT BASED GROUT
FOR ABANDONMENT
20
20
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••46
454644 45
4544
4
4
45
46
4
343 CRPL#3 66" STL
CPPL#3 66" STLK3+00K4+00L0+00
L1+00 L2+00 L3+00 L4+00 L5+00
L0+00
L1+00 L2+00 L3+00 L4+00 L5+00
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••5
3
5
2
5
1
5
0
4
9
48
4
747
46
46
46
46
46
45
CRPL#3 66" STLCRPL#3 66" STL CRPL#3 66" STL
L5+00 L6+00 L7+00 L8+00 L9+00L9+00L5+00 L6+00 L7+00 L8+00 L9+00L9+00
18-2251
D-25
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
MILL AVE S
UTILITY DEMOLITION PLANS
STA L0+00 TO STA L9+60
SEO
BAW
TTT
22NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-DEMO-R.dwg D-25 4/25/2023 5:36 PM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
MILL AVE S
S 2ND STFOR CONTINUATION
SEE SHEET D-24 MATCHLINE STA L5+00SEE BELOWMILL AVE S HOUSER WAY
SMATCHLINE STA L5+00SEE ABOVED-26
3.REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN
IN PLANS
4.ABANDON PIPE IN PLACE WTIH CONCRETE PLUG
5.REMOVE PIPE AND APPURTENANCES ENTIRELY AND
REPLACE AS SHOWN IN PLANS
6.REMOVE HYDRANT, EXISTING HYDRANT TO BE
DELIVERED TO THE CITY IN ACCORDANCE WITH THE
SPECS
CUT AND CAP WATER MAIN IN ACCORDANCE WITH
SPECS
TEMPORARY THRUST BLOCKING DETAIL ON W-44
VALVE TO BE REMOVED IN ACCORDANCE WITH SPECS
FILL PIPE WITH CEMENT BASED GROUT FOR
ABANDONMENT
REMOVE TRAFFIC DETECTION LOOP AS REQUIRED FOR
CONSTRUCTION
CONTRACTOR TO DETERMINE WHICH SS IS ACTIVE,
AND RECONNECT WITH CO, ABANDON OLD SS
REMOVE WATER VAULT
DEMOLITION NOTES
3
4
5
8
4
5
3
4 84
3 33
10
10
8
10
REMOVE EXIST 6" VALVE AND EXIST 16"x6"
REDUCER AT EXIST 24"x16" CROSS AND
INSTALL 16" PLUG (RJ) AND TB
10
20100 40 60
PLAN
SCALE: 1"=20'
20100 40 60
PLAN
SCALE: 1"=20'
13
15
16
18
316
18
13
13 15
15
LEGEND
REMOVE PIPE AND APPURTENANCES
ENTIRELY AND REPLACE AS SHOWN IN
PLANS
ABANDON PIPE AND APPURTENANCES IN
PLACE WITH CAP OR PLUG AS SPECIFIED
FILL PIPE WITH CEMENT BASED GROUT
FOR ABANDONMENT
20
12
13
12
13
20
4
NO METER,
NO REMOVAL
1012
ABANDONED VALVE
LEFT IN PLACE
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32
33
33
33
34
33
34
34
33
34
33
3333
32
32 NO PARKING FIRE LANE34
CRPL #3 66" STL
CRPL#3 66" STL CRPL#3 66" STL
••••FO DUCT
FO DUCT FO DUCT
FO DUCT
FO DUCT8"DI W12"DI W12"DI W
12"DI WG0+00G1+00A10+00 A11+00 A12+00 A13+00 A14+00
12"DI
W
TS
TS
TS
TS
TS
TSG0+00G1+00A10+00 A11+00 A12+00 A13+00 A14+00
8" SDR 35 SS 8" C900 SS8" SDR 35 SS2"PVC CONDUIT
A10+00 A11+00 A12+00 A13+00 A14+00
STA A9+52, 19.5' LT
1-48'' SDMH #1 (EXIST)
STA A9+51, 23.9' LT
1-CB #1
STA A10+84, 18.1' LT
1-48'' SDMH #3
STA A12+69, 15.1' LT
1-48'' SDMH #5
STA A12+69, 23.1' LT
1-CB #6
STA A9+61, 49.9' RT
1-48'' SDMH #2
STA A9+92, 62.4' RT
1-CB #2
STA A11+11, 48.0' RT
1-CB #4
8"
D
I
S
D8"PP SD
12"C900 SD
12"DI S
D
15"PP SD
8"DI SD
STA A10+84, 23.4' LT
1-CB #3
8"
D
I
S
D
STA A13+15, 4.3' LT
1-SDMH #5.5
12"PP SD
12"DI SDSTA A11+02, 48.0' RT
1-48" SADDLE SDMH #4
PER COR STD PLANS 201.00 AND 400.6
RIM=32.46
IE(OUT)12"(W)=28.38'
8"DI SD
MATCHLINE STA A14+00SEE SHEET SD-4EXIST GR @
ROW CL
15
20
25
30
35
40
45
50
15
20
25
30
35
40
45
50
A9+40 A9+60 A9+80 A10+00 A10+20 A10+40 A10+60 A10+80 A11+00 A11+20 A11+40 A11+60 A11+80 A12+00 A12+20 A12+40 A12+60 A12+80 A13+00 A13+20 A13+40 A13+60 A13+80 A14+00EXIST W(TO BE ABAN/REMOVED)EXIST UGPEXIST UGPEXIST TEXIST SSIE=20.6EXIST TEXIST UGPEXIST SS(TO BE REROUTED ATSTA A13+00 AND REMOVED)PROP 12"WEXIST SSIE=20.6128 LF 15" PP SD @ SLP=0.61%
185 LF 12" C900 SD @ SLP=0.24%
48'' SDMH #3
IE(IN)12"(E)=27.35
IE(IN)8"(S)=30.37
IE(IN)12"(N)=28.15
IE(OUT)15"(W)=27.01
STA A10+84, 18' LT
RIM=32.42
47 LF 12" DI SD
@ SLP=0.11%
48'' SDMH #1 (EXIST)
IE(IN)12"(N)=27.98
IE(IN)15"(E)=26.23
IE(OUT)12"(S)=22.80
IE(OUT)12"(W)=22.87
STA A9+52, 19' LT
RIM=31.80
48'' SDMH #5
IE(IN)12"(E)=27.80
IE(IN)12"(S)=30.00
IE(IN)12"(N)=28.32
IE(OUT)12"(W)=27.80
STA A12+69, 15' LT
RIM=32.89
23.18 (RECONNECT)
27.50
28.38
32.17
129 LF SLP=0.17%
27.72
28.92
27.97
SDMH #5.5
IE(IN)12"(E)=27.88
IE(OUT)12"(W)=27.85
STA A13+15, 4' LT
RIM=33.26
127 LF 12" PP SD @ SLP=0.86%EXIST 12"TEL, SS184 LF 12" PP SD @ SLP=0.38%
29.12
28.53
28.53
PROTECT W/ DENSE
FOAM CUSHION
PROTECT FO W/ DENSE
FOAM CUSHION, REMOVE
AND REROUTE SS
32.39
27.50 (PLUG)
SLP=0.60%
LT
20100 40 60
PLAN
SCALE: 1"=20'
18-2251
SD-3
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 2ND ST
STORM PLAN & PROFILE
STA A9+40 TO STA A14+00
SEO
BAW
TTT
23NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD-R.dwg SD-3 11/10/2023 11:47 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
S 2ND ST MATCHLINE STA A14+00SEE SHEET SD-4SHATTUCKAVE S1
11
1111
12
12
9
TYP
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
REMOVE INACTIVE DETECTION LOOP
INSTALL CB PER COR STD PLAN 200.00
INSTALL CB PER COR STD PLAN 201.00
CONNECT PIPE TO EXIST DRAINAGE STRUCTURE
CONNECT EXIST STORM DRAIN PIPE TO NEW
STRUCTURE
SEE PROFILE 1 ON SHT SD-40
SEE PROFILE 2 ON SHT SD-40
SEE PROFILE 3 ON SHT SD-40
SEE PROFILE 4 ON SHT SD-40
SEE PROFILE 5 ON SHT SD-40
CONSTRUCTION NOTES:
1
11
12
15
CONTINUATION
SEE SHEET SD-15
APPROXIMATE LOCATION
OF 66" SPU CRPL
TYP
CONTINUATION
SEE SHEET SD-19
11
CB #7, SEE SHT SD-40
CB #5, SEE SHT SD-40
SDMH #4, SEE
SHT SD-40
15 TYP OF 2
WHITWORTHAVE S12
19
9
431AT&T CRITICAL FIBER
OPTIC, PROTECT IN
PLACE PER 1-07.17
20
21
22
23
11
12
321
305
400
419
20
21
19
PROTECT EXIST FRANCHISE UTIL IN PLACE
23
23
22
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
8" STORM
RECONNECTED
TO EXIST SDMH
#62637
LATERAL
CONNECTED AT
7'-3" DEEP
FOUND STORM LATERAL,
REROUTED TO SDMH #2,
6'-8" DEEP
13
13
EXIST TYPE 2
LEFT IN
PLACE
FOUND PREVIOUSLY
UNKNOWN LUMEN FO DUCT
13
13
REROUTE EXIST 12"VCP SS
TO EXIST SSMH 62818
ASREQ'D FOR SD INSTALL
(ABANDONED IN PLACE)
PROVIDE TEMPORARY
SUPPORT AND PROTECT
EXIST FO DUCT DURING
CONSTRUCTION 400
15
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••34
33
3
4
34
34
3535
3534
34
333333
CRPL #3 66" STL CRPL #3 66" STL •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••H0+00H1+00A14+00 A15+00 A16+00 A17+00H0+00H1+00A14+00 A15+00 A16+00 A17+00
8" C900 SS
8" C900 SS
8" SDR 35 SS2"PVC CONDUIT
2"PVC CONDUIT
A14+00 A15+00 A16+00 A17+00H0+00H1+00STA A14+42, 22.9' LT
1-CB #8
STA A14+42, 3.1' LT
1-48'' SDMH #6
STA A15+87, 4.4' LT
1-48'' SDMH #7
STA A15+88, 23.2' LT
1-CB #10
STA A14+39, 47.9' RT
1-CB #9
STA A15+84, 61.0' RT
1-CB #11
STA A16+22, 63.3' RT
1-CB #12
STA A15+85, 47.7' RT
1-48'' SDMH #8
8"C900 SD
8"DI SD8"DI SD12"PP SD
8"DI SD8"C900 SD12"C900 SD10
15
20
25
30
35
40
45
10
15
20
25
30
35
40
45
A14+00 A14+20 A14+40 A14+60 A14+80 A15+00 A15+20 A15+40 A15+60 A15+80 A16+00 A16+20 A16+40EXIST WEXIST SS (TO BE REMOVED)SEE DEMO SHT D-4145 LF 12" PP SD @ SLP=0.17%
48'' SDMH #7
IE(IN)8"(S)=30.32
IE(IN)8"(N)=29.46
IE(OUT)12"(W)=29.23
STA A15+87, 4' LT
RIM=33.9748'' SDMH #6
IE(IN)12"(E)=28.98
IE(IN)8"(N)=29.42
IE(IN)8"(S)=30.20
IE(OUT)12"(W)=28.97
STA A14+42, 3' LT
RIM=33.70
STA A14+53, 15' LT
13' LT
135 LF 12" PP SD @ SLP=0.30%
30.12
29.63
29.63
33.70
29.22
29.63
29.99
29.22
20100 40 60
PLAN
SCALE: 1"=20'
18-2251
SD-4
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 2ND ST
STORM PLAN & PROFILE
STA A14+00 TO STA A16+40
SEO
BAW
TTT
24NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD-R.dwg SD-4 11/10/2023 11:47 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CL
S 2ND ST
MATCHLINE STA A14+00SEE SHEET SD-3MATCHLINE STA A14+00SEE SHEET SD-3MORRISAVE S1 TYP
11
12
11
11
12
11
15
(TYP OF 3)
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
PROPOSED STORM DRAIN MAY HAVE CONFLICT OR
SEQUENCE CONSTRAINT WITH EXIST UTILITY TO BE
ABANDONED, CONTRACTOR SHALL TAKE APPROPRIATE
MEASURES TO MAINTAIN THE FUNCTIONALITY OF THE
EXIST UTILITY UNTIL SUCH TIME AS IT CAN BE
ABANDONED
INSTALL CB PER COR STD PLAN 200.00
INSTALL SDMH PER COR STD PLAN 201.00
CONNECT PIPE TO EXIST DRAINAGE STRUCTURE
CONNECT EXIST STORM DRAIN PIPE TO NEW
STRUCTURE
SEE PROFILE 6 ON SHT SD-40
SEE PROFILE 7 ON SHT SD-40
CONDUCT SITE SPECIFIC UTILITY POTHOLING IN
ADVANCE OF CONSTRUCTION TO CONFIRM LOCATION
AND ELEVATION OF UTILITY, IF CONFLICT PREVENTS
INSTALLATION OF A TYPE 1 CB, CONTRACTOR SHALL
INSTALL A SHALLOW CONCRETE INLET WITH ENGINEER
APPROVAL PER COR STD PLAN 200.3 AT NO ADDITIONAL
COST TO THE CITY
CONSTRUCTION NOTES:
1
11
12
15
19
2
2
419 507
20
19
19
20
20
24
24
CONNECT TO EXISTING
TYPE 113
13
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
STA A14+53, 14.9' LT
STA A14+53, 23.3' LT
13.2' LT
TEMPORARY TYPE 1 CB
INSTALLED AND
REMOVED DUE TO
SEWER CONFLICT
13
13 CONNECT PIPE TO EXISTING DRAINAGE
STRUCTURE
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32
32 3131
32
32 32
32
32STOPC5+00 C6+00 C7+00 C8+00 C9+00C5+00 C6+00 C7+00 C8+00 C9+00
E1+0
0
24" C900 SS24" C900 SS
C5+00 C6+00 C7+00 C8+00 C9+00
STA C4+90, 13.6' LT
1-48'' SDMH #9
STA C5+33, 13.7' LT
1-48'' SDMH #10
STA C5+33, 20.9' LT
1-CB #13
IE(OUT)12"(S)=27.50
STA C6+85, 13.0' LT
1-48'' SDMH #11
STA C6+85, 21.0' LT
1-CB #14
IE(OUT)12"(S)=26.57 STA C8+39, 13.5' LT
1-48'' SDMH #12
STA C8+39, 21.0' LT
1-CB #15
IE(OUT)12"(S)=27.13
12"C900 SD 12"C900 SD 12"C900 SD 12"C900 SD
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
C4+80 C5+00 C5+20 C5+40 C5+60 C5+80 C6+00 C6+20 C6+40 C6+60 C6+80 C7+00 C7+20 C7+40 C7+60 C7+80 C8+00 C8+20 C8+40 C8+60 C8+80 C9+00 C9+20 C9+40 C9+60EXIST WSEXIST WS153 LF 12" C900 @ SLP=0.53%154 LF 12" C900 @ SLP=0.48%
48'' SDMH #10
IE(IN)12"(E)=23.09
IE(IN)12"(N)=27.50
IE(OUT)12"(W)=23.07
STA C5+33, 14' LT
RIM=31.16
48'' SDMH #9
IE(IN)12"(E)=22.87
IE(OUT)12"(NW)=22.83
STA C4+90, 14' LT
RIM=31.23
48'' SDMH #11
IE(IN)12"(E)=23.93
IE(IN)12"(N)=26.33
IE(OUT)12"(W)=23.90
STA C6+85, 13' LT
RIM=31.38
144 LF 12" C900 @ SLP=0.45%
42 LF 12" C900
@ SLP=0.47%
48'' SDMH #12
IE(IN)12"(E)=24.65
IE(IN)12"(N)=26.98
IE(OUT)12"(W)=24.67
STA C8+39, 14' LT
RIM=31.74EXIST UGPEXIST 12" WEXIST FHEXIST UGP(RECONNECT)
(RECONNECT)
IE(IN)12"(SE)=22.83 (RECONNECTED)
22.37
22.38
27.80
20100 40 60
PLAN
SCALE: 1"=20'
18-2251
SD-7
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 3RD ST
STORM PLAN & PROFILE
STA C4+80 TO STA C9+60
SEO
BAW
TTT
25NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD-R.dwg SD-7 11/10/2023 11:47 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CL
S 3RD ST
MATCHLINE STA C9+60SEE SHEET SD-8MATCHLINE STA A9+60SEE SHEET SD-811
12
1212 12
1 TYP
11
11
15
74CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
INSTALL CB PER COR STD PLAN 200.00
INSTALL CB PER COR STD PLAN 201.00
CONNECT EXIST STORM DRAIN PIPE TO NEW
STRUCTURE
INSTALL 5 LF OF 12-IN PP PIPE AT SLP=1.6%
INSTALL 5 LF OF 12-IN PP PIPE AT SLP=1.2%
INSTALL 5 LF OF 12-IN PP PIPE AT SLP=2.2%
EXIST FRANCHISE UTILITY TO BE RELOCATED BY
OTHERS DURING CONSTRUCTION, CONTRACTOR SHALL
COORDINATE WITH UTILITY COMPANY PRIOR TO
CONSTRUCTION
CONSTRUCTION NOTES:
1
11
12
15
2727
24
24 25 26
25
26
27
250
300 107 111 115
125
112 112 112
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32
31
31
3132
C10+00 C11+00 C12+00 C13+00 C14+0012"DI WC10+00 C11+00 C12+00 C13+00 C14+00
24" C900 SS 8" SDR 35 SS8" SDR 35 SS24" C900 SS 24" C900 SS
C10+00 C11+00 C12+00 C13+00 C14+00
STA C9+83, 13.4' LT
1-48'' SDMH #13
STA C9+83, 21.1' LT
1-CB #16
IE(OUT)12"(S)=27.85
STA C12+63, 12.5' RT
1-48'' SDMH #16
STA C12+52, 20.6' RT
1-CB #18
STA C12+92, 21.8' RT
1-CB #19
STA C13+81, 10.0' RT
1-48'' SDMH #17
STA C13+82, 18.5' LT
1-48'' SDMH #18
18" PP SD18" PP SD
18" PP SD
24" PP SD18" PP SD12"P
P
S
D
27.18
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
C9+60 C9+80 C10+00 C10+20 C10+40 C10+60 C10+80 C11+00 C11+20 C11+40 C11+60 C11+80 C12+00 C12+20 C12+40 C12+60 C12+80 C13+00 C13+20 C13+40 C13+60 C13+80 C14+00 C14+20 C14+40EXIST WEXIST TEXIST TEXIST UGP/COMM DUCTEXIST 12"SDIE=28.1EXIST G118 LF 18" PP SD @ SLP=0.65%
48'' SDMH #16
IE(IN)18"(E)=21.08
IE(IN)18"(N)=21.49
IE(IN)12"(E)=27.46
IE(IN)12"(SW)=27.30
IE(OUT)24"(S)=20.81
STA C12+63, 13' RT
RIM=31.06
48'' SDMH #17
IE(IN)18"(N)=21.85
IE(OUT)18"(W)=21.85
STA C13+81, 10' RT
RIM=31.56
48'' SDMH #18
IE(IN)18"(E)=22.09
IE(OUT)18"(S)=22.09
STA C13+82, 18' LT
RIM=31.19
68 LF 18" PP SD @ SLP=0.49%
48'' SDMH #13
IE(IN)12"(N)=27.10
IE(OUT)12"(W)=25.30
STA C9+83, 13' LT
RIM=31.39
0.72%
21.48
27.58
27.57
21.03 22.33
22.33
22.42
22.42
RIM=31.33
0.69%SHATTUCKAVE S20100 40 60
PLAN
SCALE: 1"=20'
18-2251
SD-8
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 3RD ST
STORM PLAN & PROFILE
STA C9+60 TO STA C14+40
SEO
BAW
TTT
26NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD-R.dwg SD-8 11/10/2023 11:47 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CL
S 3RD ST
MATCHLINE STA C9+60SEE SHEET SD-7MATCHLINE STA C14+40SEE SHEET SD-9MATCHLINE STA C9+60SEE SHEET SD-7MATCHLINE STA C14+40SEE SHEET SD-911
1212
12
12
1 TYP
13
11
FOR CONTINUATION
SEE SHEET SD-16
FOR CONTINUATION
SEE SHEET SD-16
48IN SDMH #14, SEE SHT SD-16
48IN SDMH #15, SEE SHT SD-16
11
CB #17, SEE SHT SD-16
15
34AT&T CRITICAL FIBER OPTIC,
PROTECT IN PLACE PER 1-07.17
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
INSTALL CB PER COR STD PLAN 200.00
INSTALL CB PER COR STD PLAN 201.00
CONNECT PIPE TO EXIST DRAINAGE STRUCTURE
CONNECT EXIST STORM DRAIN PIPE TO NEW
STRUCTURE
EXIST FRANCHISE UTILITY TO BE RELOCATED BY
OTHERS PRIOR TO CONSTRUCTION
SEE PROFILE 1 ON SHT SD-41
SEE PROFILE 2 ON SHT SD-41
INSTALL 6LF OF 12-IN PP PIPE AT SLP=1.3%
EXIST FRANCHISE UTILITY TO BE RELOCATED BY
OTHERS DURING CONSTRUCTION, CONTRACTOR SHALL
COORDINATE WITH UTILITY COMPANY PRIOR TO
CONSTRUCTION
CONSTRUCTION NOTES:
1
11
12
13
15
18
27
200
201 205 207
212
300
305 309
24
18
20
20
18
19
19
20
24
27
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
CONC MON IN CASE REESTABLISHED
PER DNR PERMIT 7373 - 18"Tx6"W
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••33
33
33
33
34 3433C15+00 C16+00 C17+00 C18+00
12"DI WC15+00 C16+00 C17+00 C18+00
24" C900 SS 24" C900 SS8" C900 SS24" C900 SS
C15+00 C16+00 C17+00 C18+00
STA C14+50, 15.8' LT
1-48'' SDMH #19
STA C14+63, 21.1' RT
1-CB #21
STA C14+50, 20.9' LT
1-CB #20
STA C16+04, 14.0' LT
1-48'' SDMH #21
STA C16+25, 21.0' RT
1-CB #24
STA C17+24, 20.8' LT
1-CB #26
STA C17+23, 15.3' LT
1-48'' SDMH #22
STA C18+52, 20.8' LT
1-CB #27
STA C18+53, 14.2' LT
1-48'' SDMH #23
STA C18+41, 20.9' RT
1-CB #28
STA C17+23, 20.4' RT
1-CB #25
18" PP SD 18" PP SD18" PP SD 18" PP SD12" PP SD12"DI SD12"D
I
SD12"DI SD12"DI SD12"DI SD
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
C14+40 C14+60 C14+80 C15+00 C15+20 C15+40 C15+60 C15+80 C16+00 C16+20 C16+40 C16+60 C16+80 C17+00 C17+20 C17+40 C17+60 C17+80 C18+00 C18+20 C18+40 C18+60 C18+80EXIST WSEXIST WEXIST GEXIST W(TO BE ABAN)EXIST 4"SD(TO BE ABAN)EXIST WSEXIST GEXIST FHEXIST UGP154 LF 18" PP SD @ SLP=0.83%
119 LF 18" PP SD @ SLP=0.64%130 LF 18" PP SD @ SLP=0.51%
48'' SDMH #19
IE(IN)18"(E)=22.39
IE(IN)12"(N)=26.46
IE(IN)12"(S)=28.51
IE(OUT)18"(W)=22.42
STA C14+50, 16' LT
RIM=31.77
48'' SDMH #21
IE(IN)18"(E)=23.62
IE(IN)12"(N)=24.32
IE(IN)12"(SE)=29.65
IE(OUT)18"(W)=23.67
STA C16+04, 14' LT
RIM=32.62
48'' SDMH #22
IE(IN)18"(E)=24.31
IE(IN)12"(S)=29.42
IE(IN)12"(N)=27.41
IE(OUT)18"(W)=24.39
STA C17+23, 15' LT
RIM=33.05
48'' SDMH #23
IE(IN)18"(E)=25.03
IE(IN)12"(S)=27.71
IE(IN)12"(N)=27.80
IE(OUT)18"(W)=24.97
STA C18+53, 14' LT
RIM=33.36PROP 18" SSIE=17.0PROP SIDE SEWERPROP SIDE SEWER0.71%
0.66%
22.90
26.96
22.90
23.99
24.55
30.10
23.99
19' LT
RIM=32.74
24.78
30.64
27.85
24.78
25.43
30.70
28.19
25.43WHITWORTHAVE S20100 40 60
PLAN
SCALE: 1"=20'
18-2251
SD-9
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 3RD ST
STORM PLAN & PROFILE
STA C14+40 TO STA C18+80
SEO
BAW
TTT
27NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD-R.dwg SD-9 11/10/2023 11:47 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CL
S 3RD ST
MATCHLINE STA C14+40SEE SHEET SD-8MATCHLINE STA C18+80SEE SHEET SD-10MATCHLINE STA C14+40SEE SHEET SD-8MATCHLINE STA C18+80SEE SHEET SD-1011
11
11
12
12
1 TYP
20
11
11
FOR CONTINUATION
SEE SHEET SD-20
48IN SDMH #20,
SEE SHT SD-20
11
12
CB #22, SEE SHT SD-20
CB #23, SEE SHT SD-20
11
12
335CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
INSTALL CB PER COR STD PLAN 200.00
INSTALL CB PER COR STD PLAN 201.00
EXIST FRANCHISE UTILITY TO BE RELOCATED BY
OTHERS PRIOR TO CONSTRUCTION
SEE PROFILE 3 ON SHT SD-41
SEE PROFILE 4 ON SHT SD-41
SEE PROFILE 5 ON SHT SD-41
SEE PROFILE 6 ON SHT SD-41
CONDUCT SITE SPECIFIC UTILITY POTHOLING IN
ADVANCE OF CONSTRUCTION TO CONFIRM LOCATION
AND ELEVATION OF UTILITY, IF CONFLICT PREVENTS
INSTALLATION OF A TYPE 1 CB, CONTRACTOR SHALL
INSTALL A SHALLOW CONCRETE INLET WITH ENGINEER
APPROVAL PER COR STD PLAN 200.3 AT NO ADDITIONAL
COST TO THE CITY
EXIST FRANCHISE UTILITY TO BE RELOCATED BY
OTHERS DURING CONSTRUCTION, CONTRACTOR SHALL
COORDINATE WITH UTILITY COMPANY PRIOR TO
CONSTRUCTION
CONSTRUCTION NOTES:
1
11
12
18
27
2718
27
18
27
316
400 422
423415413405
401325321319315
19
21
21
22
22
19
20
21
22
24 24 24 24
24
27
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
TIED EXIST 6" STORM MAIN
INTO SOUTH SIDE OF CB 28.
ADDED 6" CO
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3334
34
35
35
35
3636
3636H5+00H6+00C19+00 C20+00 C21+00 C22+00 C23+00R0+83R1+00
C19+00 C20+00 C21+00 C22+00 C23+00H5+00H6+0024" C900 SS8" SDR 35 SS24" C900 SS
C19+00 C20+00 C21+00 C22+00 C23+00
STA C19+22, 15.0' LT
1-48'' SDMH #25
STA C19+18, 30.6' RT
1-48'' SDMH #26
STA C19+27, 37.3' RT
1-CB #31
STA C20+64, 21.5' RT
1-CB #33
STA C20+63, 15.0' LT
1-48'' SDMH #27
STA C20+64, 20.2' LT
1-CB #32
STA C21+98, 16.8' LT
1-48'' SDMH #28
STA C21+96, 11.7' RT
1-60'' SDMH #29
STA C22+38, 57.7' RT
1-CB #34
STA A19+58, 581.2' RT
1-CB #35
12" PP SD
12" C900 SD18" PP SD
12"DI SD12" PP SD12" PP SD6" SD
12"DI SD
12"DI SD8
"
D
I
SD
12" DI S
D
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
C18+80 C19+00 C19+20 C19+40 C19+60 C19+80 C20+00 C20+20 C20+40 C20+60 C20+80 C21+00 C21+20 C21+40 C21+60 C21+80 C22+00 C22+20 C22+40 C22+60 C22+80EXIST UGP/COM DUCTEXIST WSEXIST WSEXIST GSEXIST GEXIST WPROP 8"SSIE=23.7EXIST SDIE=30.2141 LF 12" PP SD @ SL
P
=
1
.
9
7
%
136 LF 12" PP SD @
S
L
P
=
2
.
5
4
%
48'' SDMH #25
IE(IN)12"(E)=26.01
IE(IN)12"(N)=26.01
IE(IN)12"(S)=25.98
IE(OUT)18"(W)=25.43
STA C19+22, 15' LT
RIM=33.61
48'' SDMH #27
IE(IN)12"(E)=28.75
IE(IN)12"(S)=30.72
IE(IN)12"(N)=31.00
IE(OUT)12"(W)=28.79
STA C20+63, 15' LT
RIM=34.73
48'' SDMH #28
IE(IN)12"(S)=32.72
IE(OUT)12"(W)=32.19
STA C21+98, 17' LT
RIM=35.51
69 LF 18" PP SD
@ SLP=0.58%EXIST G(TO BE REMOVED)26.28
25.78
2.03%
2.41%
25.78
RIM=33.75
29.16
31.91
29.16
33.11
32.38
RIM=35.38
0.51%
26.28
26.28
20100 40 60
PLAN
SCALE: 1"=20'
18-2251
SD-10
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 3RD ST
STORM PLAN & PROFILE
STA C18+80 TO STA C22+80
SEO
BAW
TTT
28NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD-R.dwg SD-10 11/10/2023 11:47 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CLMATCHLINE STA C18+80SEE SHEET SD-9MATCHLINE STA C18+80SEE SHEET SD-9S 3RD ST
11
1212
1 TYP
11
11
CB #30 SEE SHT SD-21
12
12
11
SMITHERSAVE SMORRIS AVE SFOR CONTINUATION
SEE SHEET SD-21
CB #29, SEE
SHT SD-21
48IN SDMH #24 SEE SHT SD-21
11
12
15 15
68CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
INSTALL CB PER COR STD PLAN 200.00
INSTALL CB PER COR STD PLAN 201.00
CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE
EXIST FRANCHISE UTILITY TO BE RELOCATED BY OTHERS
PRIOR TO CONSTRUCTION
SEE PROFILE 7 ON SHT SD-41
SEE PROFILE 8 ON SHT SD-41
SEE PROFILE 1 ON SHT SD-42
SEE PROFILE 6 ON SHT SD-41 PROFILE 2 ON SHT SD-42
CONDUCT SITE SPECIFIC UTILITY POTHOLING IN
ADVANCE OF CONSTRUCTION TO CONFIRM LOCATION
AND ELEVATION OF UTILITY, IF CONFLICT PREVENTS
INSTALLATION OF A TYPE 1 CB, CONTRACTOR SHALL
INSTALL A SHALLOW CONCRETE INLET WITH ENGINEER
APPROVAL PER COR STD PLAN 200.3 AT NO ADDITIONAL
COST TO THE CITY
EXIST FRANCHISE UTILITY TO BE RELOCATED BY OTHERS
DURING CONSTRUCTION, CONTRACTOR SHALL
COORDINATE WITH UTILITY COMPANY PRIOR TO
CONSTRUCTION
CONSTRUCTION NOTES:
1
11
12
15
18
27
27
19
20
21
22
19
20
20
21
22
21
280
504 510
505 507 509
24
24 24
27
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
CONC MON IN CASE REESTABLISHED
PER DNR PERMIT 7373 - 18"Tx6"W
EXIST CB AND PIPE LEFT IN PLACE
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••323333323232
32
32
32
31
3
2 CRPL#2 51.5" STLCRPL#1 66" STLCRPL#3 66" STLCRPL#1 66" STLCRPL#2 51.5" STL••••••••••••••••••••••••FO DUCTFO DUCTF1+00 F2+00 F3+00 F4+00 F5+00
12"DI W12"DI W12"DI WA9+00A10+00E6+00E6+3812"DI WTSTS
TSTS
TSTS
E11+51E11+00A9+00A10+00F1+00 F2+00 F3+00 F4+00 F5+00
8" SDR 35 SS8" SDR 35 SS2"PVC CONDUITF1+00 F2+00 F3+00 F4+00 F5+00
STA F2+53, 14.9' RT
1-48'' SDMH #30
STA F2+52, 21.7' RT
1-CB #37
STA F3+79, 20.9' RT
1-CB #39
STA F3+80, 15.1' RT
1-48'' SDMH #31
STA F3+80, 21.7' LT
1-CB #75
W/RECTANGULAR
FRAME & VANED GRATE
1-CB
STA F4+47, 15.3' RT
1-48'' SDMH #32
STA F4+47, 20.9' LT
1-CB #76
W/RECTANGULAR
FRAME & VANED GRATE
1-CB
18" PP SD 18" PP SD 18" PP SD12"PP SD12"PP SD12"PP SDSTA F2+51, 21.1' LT
1-CB #74
W/RECTANGULAR
FRAME & VANED GRATE
1-CB
15"PP SD8" DI SD(RECONNECT)
10
15
20
25
30
35
40
10
15
20
25
30
35
40
F1+00 F1+20 F1+40 F1+60 F1+80 F2+00 F2+20 F2+40 F2+60 F2+80 F3+00 F3+20 F3+40 F3+60 F3+80 F4+00 F4+20 F4+40 F4+60 F4+80 F5+00 F5+20 F5+40 F5+60EXIST T (2)PROP 4"WEXIST UGPEXIST TEXIST SDMH #68466
IE(IN)12"(N)=22.90
IE(OUT)18"(S)=22.90
IE(OUT)12"(E)=24.00
IE(OUT)12"(W)=24.00
STA F2+32, 17' RT
RIM=31.46
48'' SDMH #30
IE(IN)18"(N)=22.76
IE(IN)12"(W)=27.44
IE(IN)12"(E)=23.48
IE(OUT)18"(S)=22.82
STA F2+53, 15' RT
RIM=31.31
48'' SDMH #31
IE(IN)18"(N)=22.51
IE(IN)12"(E)=23.80
IE(IN)12"(W)=27.75
IE(OUT)18"(S)=22.61
STA F3+80, 15' RT
RIM=31.62
48'' SDMH #32
IE(IN)18"(N)=22.01
IE(IN)12"(W)=22.97
IE(IN)12"(E)=24.08
IE(OUT)18"(S)=22.00
STA F4+47, 15' RT
RIM=31.67
127 LF 18" PP SD @ SLP=0.24%67 LF 18" PP SD
@ SLP=0.89%
142 LF 18" PP SD @ SLP=0.17%
48'' SDMH #2
STA A9+61, 50' RT
SEE SHT SD-3 22.84
27.70
23.61
RIM=31.14
24.10
26.30
22.41
22.18
23.20
24.26
22.18
RIM=31.84
0.34%
0.34%
0.30%
21 LF 18" PP SD @
SLP=0.66%
0.33%
20100 40 60
PLAN
SCALE: 1"=20'
18-2251
SD-15
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
SHATTUCK AVE S
STORM PLAN & PROFILE
STA F0+00 TO STA F5+60
SEO
BAW
TTT
29NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD-R.dwg SD-15 11/10/2023 11:47 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CLS 2ND STMATCHLINE STA F5+60SEE SHEET SD-16SHATTUCK AVE S
MATCHLINE STA F5+60SEE SHEET SD-161 TYP
FOR CONTINUATION
SEE SHEET SD-3
12
12
11
12
11
12
13
CB #1, SEE SHT SD-3
SDMH #1, SEE SHT SD-3
CB #2, SEE SHT SD-3
SDMH #2, SEE SHT SD-3
15
15TYP OF 2
12
15
53555416
AT&T CRITICAL FIBER
OPTIC, PROTECT IN
PLACE PER 1-07.17
AT&T CRITICAL FIBER
OPTIC, PROTECT IN
PLACE PER 1-07.17
12
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
INSTALL CB PER COR STD PLAN 200.00
INSTALL CB PER COR STD PLAN 201.00
CONNECT PIPE TO EXIST DRAINAGE STRUCTURE
CONNECT EXIST STORM DRAIN PIPE TO NEW
STRUCTURE
PRIOR TO CONSTRUCTION, CONTRACTOR SHALL
CONTACT CITY ENGINEER TO DETERMINE THE ACTUAL
EXIST LATERAL STORM DRAIN LOCATION AND TO
VERIFY IF THE EXIST STORM DRAIN LATERAL IS ACTIVE,
IF STORM DRAIN LATERAL IS ACTIVE, RECONNECT
EXIST PIPE TO NEW STORM DRAIN PIPE WITH
NYLOPLAST FITTING OR APPROVED EQUAL, PER THE
SPECIFICATIONS
EXIST FRANCHISE UTILITY TO BE RELOCATED BY
OTHERS PRIOR TO CONSTRUCTION
SEE PROFILE 3 ON SHT SD-42
SEE PROFILE 4 ON SHT SD-42
SEE PROFILE 5 ON SHT SD-42
EXIST FRANCHISE UTILITY TO BE RELOCATED BY
OTHERS DURING CONSTRUCTION, CONTRACTOR SHALL
COORDINATE WITH UTILITY COMPANY PRIOR TO
CONSTRUCTION
CONSTRUCTION NOTES:
1
11
12
13
15
16
18
1818
19
19
18
20
18
20
27 27
21
19
20
21
27
211
212
220
300
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
11
11
11
FOUND STORM LATERAL,
REROUTED TO SDMH #2,
6'-8" DEEP
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••313131
31
••••••••••••••••••••••••••••••••••••••••••••••••••
F6+00 F7+00 F8+00 F9+00 F10+00
12"DI W
F6+00 F7+00 F8+00 F9+00 F10+00
8" SDR 35 SS
24" C900 SSF6+00 F7+00 F8+00 F9+00 F10+00
STA F5+86, 21.1' RT
1-CB #17
STA F5+98, 10.9' RT
1-48'' SDMH #15
STA F5+89, 15.6' RT
1-48'' SDMH #14
STA F7+73, 21.3' LT
1-48" SDMH #56
W/ RECTANGULAR FRAME
& VANED GRATE
STA F7+70, 11.9' RT
1-48'' SDMH #33
STA F7+70, 20.6' RT
1-CB #42
STA F9+24, 18.5' LT
1-48" SDMH #52
W/RECTANGULAR
FRAME & VANED GRATE
STA F9+24, 15.1' RT
1-60'' SDMH #34
STA F8+96, 23.2' RT
1-CB #44
STA F9+60, 28.0' RT
1-CB #46
STA F10+01, 18.2' LT
1-CB #53
W/RECTANGULAR
FRAME & VANED GRATE
STA F10+01, 15.2' RT
1-48'' SDMH #35
STA F10+83, 18.2' LT
1-48'' SDMH #54
W/RECTANGULAR
FRAME & VANED GRATE
18" PP SD 24" PP SD18" PP SD24" PP SD 24" PP SD12"PP SD12"PP SD12"D
I
S
D
12"DI
S
D 12"C900 SD12"C900 SD12
"C
9
0
0
SD32'-2"5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
F5+60 F5+80 F6+00 F6+20 F6+40 F6+60 F6+80 F7+00 F7+20 F7+40 F7+60 F7+80 F8+00 F8+20 F8+40 F8+60 F8+80 F9+00 F9+20 F9+40 F9+60 F9+80 F10+00 F10+20 F10+40EXIST 12"WEXIST 12"SDIE=25.6EXIST UGPEXIST UGPEXIST TEXIST 16"WEXIST UGP/COMM DUCTEXIST WSEXIST GEXIST COMPROP 21" SSIE=18.8EXIST 12"SD(TO BE ABAN)EXIST T64 LF 18" PP SD @
SLP=0.14%
48'' SDMH #14
IE(IN)18"(N)=21.76
IE(IN)12"(S)=21.85
IE(IN)12"(NW)=27.09
IE(OUT)18"(SE)=21.76
STA F5+89, 16' RT
RIM=31.03
48'' SDMH #15
IE(IN)18"(NW)=21.58
IE(OUT)18"(S)=21.58
STA F5+98, 11' RT
RIM=31.12
48'' SDMH #16
SEE SHT SD-8
108 LF 24" PP SD @ SLP=0.30%
48'' SDMH #33
IE(IN)24"(N)=20.49
IE(IN)12"(W)=25.07
IE(IN)12"(E)=23.64
IE(OUT)24"(S)=20.46
STA F7+70, 12' RT
RIM=30.70
60'' SDMH #34
IE(IN)24"(N)=19.46
IE(IN)12"(NW)=26.98
IE(IN)12"(E)=22.85
IE(IN)12"(S)=26.19
IE(OUT)24"(S)=19.46
STA F9+24, 15' RT
RIM=30.65
154 LF 24" PP SD @ SLP=0.65%
10 LF 18" PP SD @
SLP=1.75%
48'' SDMH #35
IE(IN)24"(N)=19.60
IE(IN)12"(E)=20.06
IE(OUT)24"(S)=19.58
STA F10+01, 15' RT
RIM=30.13
77 LF 24" PP SD @ SLP=0.18%
(RECONNECT)EXIST UGPEXIST SS (TO BE ABAN)IE=23.0EXIST 4"GEXIST UGP0.33%21.72
26.80
21.69
21.69
RIM=31.26
105 LF 24" PP SD @ SLP=0.38%
20.63
25.14
20.63
STA F7+67, 14' RT
20.10
24.40
23.50
26.84
20.10
RIM=30.81
0.34%
13 LF 18" PP SD @
SLP=0.23%
19.84
20.24
19.84
0.34%
IE(IN)12"(NE)=24.09
20100 40 60
PLAN
SCALE: 1"=20'
18-2251
SD-16
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
SHATTUCK AVE S
STORM PLAN & PROFILE
STA F5+60 TO STA F10+40
SEO
BAW
TTT
30NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD-R.dwg SD-16 11/10/2023 11:47 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILES 3RD STMATCHLINE STA F10+40SEE SHEET SD-17SHATTUCK AVE S
MATCHLINE STA F5+60SEE SHEET SD-15MATCHLINE STA F5+60SEE SHEET SD-15MATCHLINE STA F10+40SEE SHEET SD-17EXIST GR @
ROW CL
12
12
15
1 TYP
15
11
11
12
12
12
12
13
SDMH #16, SEE SHT SD-8
S 3RD PLFOR CONTINUATION
SEE SHEET SD-8
11
15
12
11
CB #19, SEE SHT SD-8
CB #18, SEE SHT SD-8
13 15
565710916
12
AT&T CRITICAL FIBER
OPTIC, PROTECT IN
PLACE PER 1-07.17
AT&T CRITICAL FIBER
OPTIC, PROTECT IN
PLACE PER 1-07.17
AT&T CRITICAL
FIBER OPTIC,
PROTECT IN PLACE
PER 1-07.17
16
16
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
INSTALL CB PER COR STD PLAN 200.00
INSTALL CB PER COR STD PLAN 201.00
CONNECT PIPE TO EXIST DRAINAGE STRUCTURE
CONNECT EXIST STORM DRAIN PIPE TO NEW
STRUCTURE
PRIOR TO CONSTRUCTION, CONTRACTOR SHALL
CONTACT CITY ENGINEER TO DETERMINE THE ACTUAL
EXIST LATERAL STORM DRAIN LOCATION AND TO
VERIFY IF THE EXIST STORM DRAIN LATERAL IS ACTIVE,
IF STORM DRAIN LATERAL IS ACTIVE, RECONNECT
EXIST PIPE TO NEW STORM DRAIN PIPE WITH
NYLOPLAST FITTING OR APPROVED EQUAL, PER THE
SPECIFICATIONS
EXIST FRANCHISE UTILITY TO BE RELOCATED BY
OTHERS PRIOR TO CONSTRUCTION
SEE PROFILE 6 ON SHT SD-42
SEE PROFILE 7 ON SHT SD-42
SEE PROFILE 8 ON SHT SD-42
SEE PROFILE 1 ON SHT SD-43
SEE PROFILE 2 ON SHT SD-43
CONDUCT SITE SPECIFIC UTILITY POTHOLING IN
ADVANCE OF CONSTRUCTION TO CONFIRM LOCATION
AND ELEVATION OF UTILITY, IF CONFLICT PREVENTS
INSTALLATION OF A TYPE 1 CB, CONTRACTOR SHALL
INSTALL A SHALLOW CONCRETE INLET WITH ENGINEER
APPROVAL PER COR STD PLAN 200.3 AT NO ADDITIONAL
COST TO THE CITY
EXIST FRANCHISE UTILITY TO BE RELOCATED BY
OTHERS DURING CONSTRUCTION, CONTRACTOR SHALL
COORDINATE WITH UTILITY COMPANY PRIOR TO
CONSTRUCTION
CONSTRUCTION NOTES:
1
11
12
13
15
16
PLACE DENSE FOAM
CUSHION PER THE
SPECIFICATION BETWEEN
SD AND W AS DIRECTED
BY THE ENGINEER
18
18
SEE DET 2,
SHT SD-45
18
18
19
20
21
22
23
24
19
20
20
27
22
21
22
23
301
207 220
2424
27
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
CONC MON IN CASE REESTABLISHED
PER DNR PERMIT 7373 - 18"Tx6"W
REPAIRED EXIST 6"
CLAY SS LATERAL
13
13
TIED INTO EXIST CB
TIED INTO EXIST CB
13
SS CONFLICT -
CHANGED TO TYPE 1
CHANGED TO TYPE 1 CB
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
30
30 3030
29 29
29
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••••••••••••••
F11+00 F12+00 F13+00 F14+00 F15+00F11+00 F12+00 F13+00 F14+00 F15+00F11+00 F12+00 F13+00 F14+00 F15+00
STA F10+01, 15.2' RT
1-48'' SDMH #35
STA F10+82, 12.5' RT
1-48'' SDMH #36
STA F10+81, 21.4' RT
1-CB #49
STA F10+83, 18.2' LT
1-48'' SDMH #54
W/RECTANGULAR
FRAME & VANED GRATE
STA F12+02, 21.4' RT
1-CB #51
STA F12+04, 16.4' RT
1-60'' SDMH #38
STA F12+37, 27.1' LT
1-CB #52
STA F12+13, 15.3' RT
1-60'' SDMH #39
STA F13+65, 21.5' RT
1-CB #54
STA F13+64, 13.8' RT
1-60'' SDMH #40
STA F13+65, 20.5' LT
1-48" SDMH #55
W/RECTANGULAR
FRAME & VANED GRATESTA F11+85, 27.6' LT
1-CB #50
STA F12+04, 29.6' LT
1-48'' SDMH #37
36" PP SD24" PP SD24" PP SD 12"PP SD24"PP SD18"PP SD36"PP SD
12"DI SD
12"DI SD12"DI SD
8'-0"(RECONNECT)
(RECONNECT)
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
F10+40 F10+60 F10+80 F11+00 F11+20 F11+40 F11+60 F11+80 F12+00 F12+20 F12+40 F12+60 F12+80 F13+00 F13+20 F13+40 F13+60 F13+80 F14+00 F14+20 F14+40 F14+60 F14+80 F15+00EXIST GSEXIST WSEXIST UGPEXIST UGP121 LF 24" PP SD @ SLP=0.16%152 LF 36" PP SD @ SLP=0.19%
9 LF 24" PP SD @
SLP=1.74%
48'' SDMH #36
IE(IN)24"(N)=19.42
IE(IN)12"(E)=20.03
IE(IN)12"(W)=24.03
IE(OUT)24"(S)=19.37
STA F10+82, 12' RT
RIM=30.04
149 LF 36" PP SD @ SLP=0.15%
60'' SDMH #40
IE(IN)36"(N)=18.49
IE(IN)12"(W)=23.93
IE(IN)12"(E)=21.69
IE(OUT)36"(S)=18.48
STA F13+64, 14' RT
RIM=29.39
60'' SDMH #39
IE(IN)24"(N)=19.11
IE(IN)6"(W)=22.45
IE(OUT)36"(S)=18.78
STA F12+13, 15' RT
RIM=29.60
81 LF 24" PP SD
@ SLP=0.20%
60'' SDMH #38
IE(IN)24"(N)=19.17
IE(IN)18"(E)=19.21
IE(IN)12"(W)=21.55
IE(IN)18"(N)=21.58
IE(OUT)24"(S)=19.27
STA F12+04, 16' RT
RIM=29.54
0.34%0.23%
0.19%
19.57
24.45
19.57
0.25%
18.78
23.60
18.78
RIM=29.55
19.13
RIM=29.71
0.34%
19.48
24.27
RIM=29.71
22.00
20100 40 60
PLAN
SCALE: 1"=20'
18-2251
SD-17
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
SHATTUCK AVE S
STORM PLAN & PROFILE
STA F10+40 TO STA F15+00
JAM
BAW
TTT
31NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD-R.dwg SD-17 11/10/2023 11:47 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CLS 4TH STMATCHLINE STA F15+00SEE SHEET SD-18SHATTUCK AVE S
MATCHLINE STA F10+40SEE SHEET SD-16MATCHLINE STA F15+00SEE SHEET SD-18MATCHLINE STA F10+40SEE SHEET SD-1612
11
12
12
12
12
11
11
12
1
15
TYP
1111
12
15
15
15
12CONTRACTOR SHALL VERIFY
EXIST SD ELEVATION PRIOR TO
CONSTRUCTION. FINAL DEPTH OF
SDMH #37 SHALL BE PER
DIRECTION OF CITY ENGINEER
AT&T CRITICAL FIBER
OPTIC, PROTECT IN
PLACE PER 1-07.17
AT&T CRITICAL FIBER OPTIC,
PROTECT IN PLACE PER 1-07.17
16
16 1616
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
REPLACE SURVEY MONUMENT PER CITY STANDARD
DETAIL H031 AS REQUIRED FOR CONSTRUCTION
INSTALL CB PER COR STD PLAN 200.00
INSTALL CB PER COR STD PLAN 201.00
CONNECT EXIST STORM DRAIN PIPE TO NEW
STRUCTURE
PRIOR TO CONSTRUCTION, CONTRACTOR SHALL
CONTACT CITY ENGINEER TO DETERMINE THE ACTUAL
EXIST LATERAL STORM DRAIN LOCATION AND TO
VERIFY IF THE EXIST STORM DRAIN LATERAL IS ACTIVE,
IF STORM DRAIN LATERAL IS ACTIVE, RECONNECT
EXIST PIPE TO NEW STORM DRAIN PIPE WITH
NYLOPLAST FITTING OR APPROVED EQUAL, PER THE
SPECIFICATIONS
EXIST FRANCHISE UTILITY TO BE RELOCATED BY
OTHERS PRIOR TO CONSTRUCTION
SEE PROFILE 3 ON SHT SD-43
SEE PROFILE 4 ON SHT SD-43
SEE PROFILE 5 ON SHT SD-43
SEE PROFILE 6 ON SHT SD-43
CONDUCT SITE SPECIFIC UTILITY POTHOLING IN
ADVANCE OF CONSTRUCTION TO CONFIRM LOCATION
AND ELEVATION OF UTILITY
CONSTRUCTION NOTES:
1
11
12
15
16
18
18
11336 408
416
418
440
19
20
21
22
22
20
20
21
21
19
24
24
8
8
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
400
F12+03, 26.3' LT
CONC. MON. IN CASE
REESTABLISHED PER DNR
PERMIT 7373 -18"T x 6"W
F10+80, 18.2' LT
CHANGED TO TYPE 1 CB
C900
••••••••••••••••••••••••••••••••••••••
29
28
28
2
8
••••••••••••••••••••••••••••••••••••••••••••••••••
•
•
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
F15+00 F16+00 F16+80F15+00 F16+00 F16+58F15+00 F16+00 F16+80
STA F15+12, 21.6' RT
1-CB #56
STA F15+14, 11.1' RT
1-60'' SDMH #41
STA F15+11, 20.4' LT
1-CB #55
STA F15+47, 14.7' RT
1-60'' SDMH #42
STA F16+26, 14.1' RT
1-60'' SDMH #43
36" PP SD36" PP SD8"DI SD36"PP SD
0
5
10
15
20
25
30
35
0
5
10
15
20
25
30
35
F15+00 F15+20 F15+40 F15+60 F15+80 F16+00 F16+20 F16+40 F16+60 F16+80 F17+00EXIST UGPEXIST TEXIST T79 LF 36" PP SD @ SLP=0.00%
60'' SDMH #42
IE(IN)12"(E)=20.43
IE(IN)36"(N)=18.03
IE(OUT)36"(S)=17.93
STA F15+47, 15' RT
RIM=28.43
60'' SDMH #43
IE(IN)36"(N)=17.93
IE(OUT)36"(S)=17.83
IE(OUT)12"(W)=22.03
STA F16+26, 14' RT
RIM=28.03
60'' SDMH #41
IE(IN)36"(N)=18.26
IE(IN)12"(W)=22.76
IE(IN)8"(E)=26.21
IE(OUT)36"(S)=18.21
STA F15+14, 11' RT
RIM=28.76 30 LF 36" PP SD @
SLP=0.07%
EXIST SDMH #28665
IE(IN)36"(N)=17.81
IE(IN)12"(E)=25.32
IE(OUT)12"(W)=24.00
IE(OUT)48"(S)=17.55
STA F16+56, 15' RT
RIM=28.10
(EXIST)
(EXIST)
(EXIST)34 LF 36" PP SD @
SLP=0.53%
0.23%
20.80
18.36
18.36
RIM=28.69
18.41
22.91
26.18
18.41
STA F15+11, 13' RT
RIM=28.93
1.74%
17.66
(EXIST)
(EXIST)
(EXIST)
0.14%
36
18.18
18.18
23.00
20100 40 60
PLAN
SCALE: 1"=20'
18-2251
SD-18
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
SHATTUCK AVE S
STORM PLAN & PROFILE
STA F15+00 TO STA F16+00
SEO
BAW
TTT
32NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD-R.dwg SD-18 11/10/2023 11:47 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CL
SHATTUCK AVE S
MATCHLINE STA F15+00SEE SHEET SD-17MATCHLINE STA F15+00SEE SHEET SD-1712
1 TYP
13 S 4TH PL12
11
11
15
15
12
INVERT ELEVATIONS OF PIPE IN SDMH
28665 IS BASED ON AVAILABLE RECORD
DRAWING DATA, CONTRACTOR SHALL
CONFIRM INVERT ELEVATIONS PRIOR
TO CONSTRUCTION
13AT&T CRITICAL FIBER OPTIC,
PROTECT IN PLACE PER 1-07.17
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-5
INSTALL CB PER COR STD PLAN 200.00
INSTALL CB PER COR STD PLAN 201.00
CONNECT PIPE TO EXIST DRAINAGE STRUCTURE
CONNECT EXIST STORM DRAIN PIPE TO NEW
STRUCTURE
EXIST FRANCHISE UTILITY TO BE RELOCATED BY
OTHERS PRIOR TO CONSTRUCTION
SEE PROFILE 7 ON SHT SD-43
EXIST FRANCHISE UTILITY TO BE RELOCATED BY
OTHERS DURING CONSTRUCTION, CONTRACTOR SHALL
COORDINATE WITH UTILITY COMPANY PRIOR TO
CONSTRUCTION
CONSTRUCTION NOTES:
1
11
12
13
15
18
18
432 450
19
27
27
19
19
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
F15+11, 13.2' RT
AT&T CRITICAL FIBER OPTIC,
PROTECT IN PLACE PER 1-07.17
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3434333433
3333
33
33
CRPL #2 51.5" STLCRPL#3 66" STLCRPL#1 66" STL••••••••••••••••••••••••••••••••••••••FO DUCTFO DUCT12"DI W
12"DI WG0+00 G1+00 G2+00 G3+00
A12+00A13+0012"DIWTSTSTSTS TS TS
G0+00 G1+00 G2+00 G3+00
A12+00A13+008" C900 SS8" C900 SS8" SDR 35 SSG0+00 G1+00 G2+00 G3+00
STA G0+47, 15.3' RT
1-48'' SDMH #4
STA G0+62, 19.1' RT
1-EXIST CB #5
STA G0+62, 14.7' LT
1-CB #7
STA G2+49, 9.9' LT
1-CB #58
STA G2+49, 15.4' LT
1-CB #57
STA G2+78, 19.6' RT
1-CB #59
12" PP SD
8"DI SD8
"D
I
S
D12"DI SD8"DI SD
12"DI SD
STA A12+98, 47.1' RT
1-MH (224)8"DI SD10
15
20
25
30
35
40
10
15
20
25
30
35
40
G0+00 G0+20 G0+40 G0+60 G0+80 G1+00 G1+20 G1+40 G1+60 G1+80 G2+00 G2+20 G2+40 G2+60 G2+80 G3+00 G3+20EXIST WSSIDE SEWERSIDE SEWERCB #58
IE(IN)8"(SW)=30.24
IE(IN)12"(E)=30.24
IE(OUT)12"(S)=27.44
STA G2+49, 10' LT
RIM=32.79
160 LF 12" PP SD @ SLP=0.59%
0.71%
27.72
28.95
30.38
20100 40 60
PLAN
SCALE: 1"=20'
18-2251
SD-19
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
WHITWORTH AVE S
STORM PLAN & PROFILE
STA G0+00 TO STA G3+20
SEO
BAW
TTT
33NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD-R.dwg SD-19 11/10/2023 11:47 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CL
WHITWORTH AVE S
MATCHLINE STA G3+20SEE SHEET SD-20MATCHLINE STA G3+20SEE SHEET SD-2011
12
11
1 TYP
FOR CONTINUATION
SEE SHEET SD-3
FOR CONTINUATION
SEE SHEET SD-3
S 2ND STCB #6, SEE SHT SD-3
SDMH #5, SEE SHT SD-3
11
11
12
17
<SEE SD-40 FOR PROFILE>
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-5
INSTALL CB PER COR STD PLAN 200.00
INSTALL CB PER COR STD PLAN 201.00
PRIOR TO CONSTRUCTION, CONTRACTOR SHALL
CONTACT CITY ENGINEER TO DETERMINE THE ACTUAL
EXIST LATERAL STORM DRAIN LOCATION TO VERIFY IF
THE EXIST STORM DRAIN LATERAL IS ACTIVE, IF STORM
DRAIN IS ACTIVE, RECONNECT EXIST PIPE TO NEW
STRUCTURE
SEE PROFILE 8 ON SHT SD-43
CONSTRUCTION NOTES:
1
11
12
17
400
319 215
220
19
19
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
LEFT EXISTING
TYPE 1 IN PLACE
13
13
13 CONNECT PIPE TO EXISTING DRAINAGE STRUCTURE
•••••••••••••••••••••••••••33333333
33••••••C16+00G4+00 G5+00
G6+00
12"DI W
C16+00G4+00 G5+00 G6+00G6+00
24" C900 SS24" C900 SS8" C900 SS G6+00
G4+00 G5+00
G6+00
STA G5+14, 18.9' RT
1-CB #22
STA G5+19, 8.8' LT
1-48'' SDMH #20
STA G5+19, 14.9' LT
1-CB #23
STA G4+09, 15.7' LT
1-CB #60
STA G4+10, 10.2' LT
1-48'' SDMH #44
STA G4+06, 19.7' RT
1-CB #61
18" PP SD18" PP SD12" PP SD 12" PP SD
12"D
I
S
D
12"DI SD12"DI SD10
15
20
25
30
35
40
10
15
20
25
30
35
40
G3+20 G3+40 G3+60 G3+80 G4+00 G4+20 G4+40 G4+60 G4+80 G5+00 G5+20 G5+40 G5+60 G5+80 G6+00EXIST WSEXIST GEXIST WSEXIST UGPEXIST GSEXIST UGPEXIST W(ABAN)EXIST W(TO BE ABAN)EXIST T48'' SDMH #20
IE(IN)12"(N)=24.80
IE(IN)12"(E)=27.03
IE(IN)12"(W)=29.77
IE(OUT)12"(S)=24.79
STA G5+19, 9' LT
RIM=32.42
48'' SDMH #21
STA G5+39, 12' LT
RIM=32.62
SEE SHT SD-9
48'' SDMH #44
IE(IN)12"(N)=26.49
IE(IN)12"(E)=26.93
IE(IN)12"(W)=29.28
IE(OUT)12"(S)=26.46
STA G4+10, 10' LT
RIM=32.48
109 LF 12" PP SD @ SLP=1.
5
2
%
20 LF 12" PP SD @
SLP=2.38%
27.14
29.99
RIM=32.61
STA G5+3427.10
30.24
26.59
RIM=32.67
1.62%
15
1.70%
20100 40 60
PLAN
SCALE: 1"=20'
18-2251
SD-20
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
WHITWORTH AVE S
STORM PLAN & PROFILE
STA G3+20 TO STA G6+00
SEO
BAW
TTT
34NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD-R.dwg SD-20 11/10/2023 11:47 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CL
WHITWORTH AVE S
MATCHLINE STA G3+20SEE SHEET SD-19MATCHLINE STA G3+20SEE SHEET SD-19S 3RD ST11
11
12
11
11
FOR CONTINUATION
SEE SHEET SD-9
48IN SDMH #21, SEE SHT SD-9
1 TYP
FOR CONTINUATION
SEE SHEET SD-9
CB #24, SEE SHT SD-9
153816
12
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-5
INSTALL CB PER COR STD PLAN 200.00
INSTALL CB PER COR STD PLAN 201.00
PRIOR TO CONSTRUCTION, CONTRACTOR SHALL
CONTACT CITY ENGINEER TO DETERMINE THE ACTUAL
EXIST LATERAL STORM DRAIN LOCATION AND TO
VERIFY IF THE EXIST STORM DRAIN LATERAL IS ACTIVE,
IF STORM DRAIN LATERAL IS ACTIVE, RECONNECT
EXIST PIPE TO NEW STORM DRAIN PIPE WITH
NYLOPLAST FITTING OR APPROVED EQUAL, PER THE
SPECIFICATIONS
EXIST FRANCHISE UTILITY TO BE RELOCATED BY
OTHERS PRIOR TO CONSTRUCTION
SEE PROFILE 1 ON SHT SD-44
SEE PROFILE 2 ON SHT SD-44
CONSTRUCTION NOTES:
1
11
12
16
18
400
322
401
325
321
18
19
20
20
20
19
19
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3434
33 343435CRPL#1 66" STLCRPL#2 51.5" STLH3+00 H4+00 H5+00 H6+00 H6+60H3+00 H4+00 H5+00 H6+00 H6+60
8" SDR 35 SS 24" C900 SS24" C900 SSH3+00 H4+00 H5+00 H6+00 H6+60
STA H3+64, 19.2' LT
1-CB #62
STA H3+63, 13.0' LT
1-48'' SDMH #45
STA H3+62, 18.9' RT
1-CB #63
STA H4+85, 19.0' LT
1-CB #30
STA H4+85, 14.3' LT
1-48'' SDMH #24
STA C18+88, 69.7' LT
1-CB #29
STA H4+10, 19.1' RT
1-CB #64
STA H4+10, 14.7' LT
1-48'' SDMH #46
12" C900 SD
18" PP SD12" PP SD12" PP SD12" PP SD
12"D
I
S
D12"DI SD12"DI SD12"DI SDTBD
TBD
10
15
20
25
30
35
40
45
10
15
20
25
30
35
40
45
H3+20 H3+40 H3+60 H3+80 H4+00 H4+20 H4+40 H4+60 H4+80 H5+00 H5+20 H5+40 H5+60 H5+80 H6+00EXIST UGPEXIST WSEXIST TEXIST UGPEXIST UGPEXIST GEXIST FHEXIST GPROP 24"SSIE=15.0EXIST W76 LF 12" PP SD @ SLP=0.53%55 LF 12" PP SD
@ SLP=0.47%
48'' SDMH #24
IE(IN)12"(N)=26.37
IE(IN)12"(W)=29.82
IE(IN)12"(E)=27.11
IE(OUT)12"(S)=26.27
STA H4+85, 14' LT
RIM=33.11
48'' SDMH #45
IE(IN)12"(E)=27.27
IE(IN)12"(W)=27.02
IE(OUT)12"(S)=26.97
STA H3+63, 13' LT
RIM=33.22
46 LF 12" C900 SD
@ SLP=0.68%
48'' SDMH #25
STA H5+40, 14' LT
RIM=33.61
SEE SHT SD-10
48'' SDMH #26
IE(IN)12"(SE)=27.54
IE(IN)6"(NW)=30.99
IE(OUT)12"(N)=26.29
STA H5+86, 10' LT
RIM=33.44
48'' SDMH #46
IE(IN)12"(N)=26.87
IE(IN)12"(W)=29.52
IE(OUT)12"(S)=26.77
STA H4+10, 15' LT
RIM=33.22
47 LF 12" PP SD
@ SLP=0.21%EXIST UGPEXIST SS0.50%
0.50%
26.56
31.03
27.49
26.56
RIM=33.29
27.67
30.43
27.19
STA H3+59
0.50%
RIM=33.75 28.02
26.48
STA H5+81
30.73
RIM=33.35
0.50%
(RECONNECT)
18-2251
SD-21
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
MORRIS AVE S
STORM PLAN & PROFILE
STA H3+20 TO STA H6+00
SEO
BAW
TTT
35NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD-R.dwg SD-21 11/10/2023 11:47 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
20100 40 60
PLAN
SCALE: 1"=20'
MORRIS AVE S
S 3RD STEXIST GR @
ROW CL
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
11
12
11
11
48 IN SDMH #25,
SEE SHT SD-10
1 TYP
FOR CONTINUATION
SEE SHEET SD-10
FOR CONTINUATION
SEE SHEET SD-9
11
12
48 IN SDMH #26,
SEE SHT SD-10
15
15
48IN SDMH #23,
SEE SHT SD-9
CB #31, SEE SHT SD-10
CB #28, SEE SHT SD-9
CB #27, SEE SHT SD-9
15
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-5
INSTALL CB PER COR STD PLAN 200.00
INSTALL CB PER COR STD PLAN 201.00
CONNECT EXIST STORM DRAIN PIPE TO NEW
STRUCTURE
SEE PROFILE 3 ON SHT SD-44
SEE PROFILE 4 ON SHT SD-44
SEE PROFILE 5 ON SHT SD-44
CONSTRUCTION NOTES:
1
11
12
15
280
422
425
19
20
21
20
19
21
21
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
59, 19.9
59, 13.2
69, 20.0
APPROXIMATE
PROPOSED RADIUS
APTS BUILDING WALL
APPROXIMATE
PROPOSED RADIUS
APTS BUILDING SD
DISCHARGE LINE
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••4645 4546
4
646
CRPL#3 66" STLCPPL#3 66" STL
K3+00 K4+00
STA K3+11, 20.3' RT
1-48'' SDMH #47
STA K3+55, 8.5' RT
1-48'' SDMH #48
STA K3+56, 17.3' RT
1-CB #6812"PP SD
24"C900
S
D
20
25
30
35
40
45
50
55
20
25
30
35
40
45
50
55
K2+80 K3+00 K3+20 K3+40 K3+60 K3+80 K4+00PROP 12"CIPP SSPROP 12" WEXIST 66"W (SPU)48'' SDMH #48
IE(IN)24"(W)=39.07
IE(IN)12"(S)=40.92
IE(IN)6"(SE)=39.12
IE(OUT)12"(E)=38.57 (RECONNECT)
STA K3+55, 9' RT
RIM=45.42
48'' SDMH #47
IE(IN)12"(S)=39.16
IE(IN)12"(W)=39.11
IE(OUT)24"(E)=39.93
STA K3+11, 20' RT
RIM=45.46
(RECONNECT)EXIST 6"W45 LF 24" C900 @
SLP=1.90%
39.10
41.79
39.20
(RECONNECT)
0.22%
38.80
20100 40 60
PLAN
SCALE: 1"=20'
18-2251
SD-24
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 2ND ST
STORM PLAN & PROFILE
STA K2+80 TO STA K4+00
SEO
BAW
TTT
36NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD-R.dwg SD-24 11/10/2023 11:47 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CL
S 2ND ST
MILL AVE S1 TYP
15
15
11
12
12
FOR CONTINUATION
SEE SHEET SD-25
CB #67, SEE SHT SD-25
CB #66, SEE SHT SD-25
CB #65, SEE SHT SD-25
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-5
INSTALL CB PER COR STD PLAN 200.00
INSTALL CB PER COR STD PLAN 201.00
CONNECT EXIST STORM DRAIN PIPE TO NEW
STRUCTURE
SEE PROFILE 6 ON SHT SD-44
SEE PROFILE 7 ON SHT SD-44
CONSTRUCTION NOTES:
1
11
12
15
1010
19
20
PLACE DENSE FOAM CUSHION
PER THE SPECIFICATION
BETWEEN SD AND SS AS
DIRECTED BY ENGINEER
20
19
GAS WILL BE DEACTIVATED BY
PSE PRIOR TO CONSTRUCTION
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
CONC. MON. IN CASE
REESTABLISHED PER DNR
PERMIT 7373-18"T x 6"W
REMOVE EXISTING CATCH
BASIN AND PROTECT
EXISTING 12" SS
13 CONNECT NEW PIPE TO EXISTING STRUCTURE
13
EXIST SDMH KEPT IN PLACE
RECONNECTED PIPE FROM SE
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••46
454644 45
4544
4
4
45
46
4
343 CRPL#3 66" STL
CPPL#3 66" STLK3+00K4+00L0+00
L1+00 L2+00 L3+00 L4+00
12"DI W
TS TS
TS
L0+00
L1+00 L2+00 L3+00 L4+00
K3+00K4+0012" C900 SS8" SDR 35 SS12" CIPP SSC
9
0
0C900
L0+00
L1+00 L2+00 L3+00 L4+00
STA L4+31, 17.4' RT
1-CB #65
STA L4+61, 14.8' LT
1-CB #67
STA L4+60, 17.5' RT
1-CB #66 12"PP SD24"C900 SD25
30
35
40
45
50
55
60
25
30
35
40
45
50
55
60
L0+40 L0+60 L0+80 L1+00 L1+20 L1+40 L1+60 L1+80 L2+00 L2+20 L2+40 L2+60 L2+80 L3+00 L3+20 L3+40 L3+60 L3+80 L4+00 L4+20 L4+40 L4+60 L4+80
48'' SDMH #47
IE(IN)12"(S)=39.16
IE(IN)12"(W)=39.11
IE(OUT)24"(E)=39.93
STA L4+16, 14' RT
RIM=45.46
CB #67
IE(IN)12"(S)=41.50
IE(OUT)12"(W)=41.49
STA L4+61, 15' LT
RIM=45.03EXIST 2"G15 LF 12" PP SD @
SLP=4.70%
CB #65
IE(IN)12"(S)=39.90
IE(OUT)12"(N)=39.87
STA K3+07, 35' RT
RIM=44.92
CB #66
IE(IN)12"(E)=41.24
IE(OUT)12"(N)=40.11
STA L4+60, 17' RT
RIM=45.02
29 LF 12"C900
@ SLP=0.72%PROP 12"CIPP SSEXIST TEXIST TEXIST UGP (2)EXIST 2"GEXIST SS LATSPU CRPL BEYOND
39.20
5.66%
40.05
40.05
RIM=44.72
41.40
41.40
4.66%
SDR 35
SDR 35
18-2251
SD-25
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
MILL AVE S
STORM PLAN & PROFILE
STA L0+00 TO STA L4+80
SEO
BAW
TTT
37NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD-R.dwg SD-25 11/10/2023 11:47 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
MILL AVE S
S 2ND STFOR CONTINUATION
SEE SHEET SD-24 MATCHLINE STA L4+80SEE SHEET SD-2620100 40 60
PLAN
SCALE: 1"=20'
EXIST GR @
ROW CL
MATCHLINE STA L4+80SEE SHEET SD-266970CB #68, SEE SHT SD-24
16
11
11
11
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-5
INSTALL CB PER COR STD PLAN 200.00
PRIOR TO CONSTRUCTION, CONTRACTOR SHALL
CONTACT CITY ENGINEER TO DETERMINE THE ACTUAL
EXIST LATERAL STORM DRAIN LOCATION AND TO
VERIFY IF THE EXIST STORM DRAIN LATERAL IS ACTIVE,
IF STORM DRAIN LATERAL IS ACTIVE, RECONNECT
EXIST PIPE TO NEW STORM DRAIN PIPE WITH
NYLOPLAST FITTING OR APPROVED EQUAL, PER THE
SPECIFICATIONS
SEE PROFILE 6 ON SHT SD-44
SEE PROFILE 7 ON SHT SD-44
CONSTRUCTION NOTES:
1
11
16
SDMH #48, SEE SHT SD-24
SDMH #47, SEE SHT SD-24
1 TYP
100
1023 1010
19
20
20
19
GAS WILL BE
DEACTIVATED BY
PSE PRIOR TO
CONSTRUCTION
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
CONC. MON. IN CASE
REESTABLISHED PER DNR
PERMIT 7373-18"T x 6"W
4" LATERAL FOUND AND
RECONNECTED AT STA 4+43
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••4
7
47
4
7
48
4
9
5
3
5
2
5
1
5
0
4
9
48
47474746
46
46
46
46
45
CRPL#3 66" STLCRPL#3 66" STL CRPL#3 66" STL CRPL#3 66" STL
L5+00 L6+00 L7+00 L8+00 L9+00L9+00
STA L6+58, 14.9' LT
1-CB #73
12" PP SD
STA L6+58, 17.1' RT
1-CB #72
STA L5+67, 14.9' LT
1-CB #71
STA L5+67, 17.4' RT
1-CB #70
STA L5+36, 17.3' RT
1-CB #69
12"PP SD
8"C900 SD8"C900 SD8"DI SD
25
30
35
40
45
50
55
60
25
30
35
40
45
50
55
60
L4+80 L5+00 L5+20 L5+40 L5+60 L5+80 L6+00 L6+20 L6+40 L6+60 L6+80 L7+00 L7+20 L7+40 L7+60 L7+80 L8+00 L8+20 L8+40 L8+60 L8+80 L9+00
106 LF 12" PP SD @ SLP=0.36%
CB #73
IE(IN)8"(W)=42.59
IE(OUT)12"(N)=42.59
STA L6+58, 15' LT
RIM=45.83
CB #71
IE(IN)12"(S)=42.04
IE(IN)8"(W)=41.87
IE(OUT)12"(N)=41.88
STA L5+67, 15' LT
RIM=45.14
91 LF 12" PP SD @ SLP=0.60%EXIST SIDE SEWEREXIST SIDE SEWER0.40%
42.17
42.00
42.00
0.50%
18-2251
SD-26
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
MILL AVE S
STORM PLAN & PROFILE
STA L4+80 TO STA L9+00
SEO
BAW
TTT
38NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD-R.dwg SD-26 11/10/2023 11:47 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
MILL AVE S HOUSER WAY
SMATCHLINE STA L4+80SEE SHEET SD-2520100 40 60
PLAN
SCALE: 1"=20'MATCHLINE STA L4+80SEE SHEET SD-25EXIST GR @
ROW CL
17
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-5
INSTALL CB PER COR STD PLAN 200.00
CONNECT EXIST STORM DRAIN PIPE TO NEW
STRUCTURE
PRIOR TO CONSTRUCTION, CONTRACTOR SHALL
CONTACT CITY ENGINEER TO VERIFY IF THE EXIST
STORM DRAIN LATERAL IS ACTIVE. IF STORM DRAIN
LATERAL IS ACTIVE, RECONNECT EXIST PIPE TO NEW
STRUCTURE
SEE PROFILE 8 ON SHT SD-44
SEE PROFILE 1 ON SHT SD-45
CONSTRUCTION NOTES:
1
11
15
1111
11
11 11
1 TYP
15
15
17
211
19
20
20
19
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #1 TO SDMH #1
10
15
20
25
30
35
40
10
15
20
25
30
35
40
0+80 1+00 1+20 1+40
48'' SDMH #1 (EXIST)
IE(IN)12"(N)=27.98
IE(IN)15"(E)=26.23
IE(OUT)12"(S)=22.80
IE(OUT)12"(W)=22.87
STA A9+52, 19' LT
RIM=31.80
CB #1
IE(OUT)12"(S)=28.18
RIM=31.43
(EXIST)
(EXIST)
5 LF 12" PP SD
@ SLP=4.36%
28.38
27.50
23.18
27.50
RIM=32.17
28.41
(EXIST)
(EXIST)
5 LF 12" PP SD
@ SLP=0.47%
SCALE: 1"=20' HORIZ; 1"=5' VERT
SDMH #2 TO CB #2
10
15
20
25
30
35
40
10
15
20
25
30
35
40
1+00 1+20 1+40 1+60
48'' SDMH #2
IE(IN)12"(N)=22.68
IE(IN)8"(E)=22.88
IE(IN)12"(E)=25.53
IE(OUT)12"(S)=22.48
STA A9+61, 50' RT
RIM=31.78
CB #2
IE(OUT)8"(W)=25.30
RIM=31.32EXIST 8"W(REMOVE)EXIST 3"TEXIST T DUCTEXIST 24"SSPROP 12"SSEXIST UGP (3)PROP 12"WPLACE DENSE FOAM PER
THE SPECS BETW SD & T
AS DIRECTED BY THE
ENGINEER
41 LF 8" C900 @
SLP=5.86%
22.94
29.39
23.00
RIM=31.96
29.60
0.50%
EXIST SDMH 62637
IE(IN)4"(SE)=24.11
(EXIST)
(EXIST)
(EXIST)
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #3 TO CB #4
10
15
20
25
30
35
40
10
15
20
25
30
35
40
1+00 1+20 1+40 1+60 1+80 2+00
CB #4
IE(OUT)8"(N)=30.55
RIM=32.03PROP 12"WEXIST UGP71 LF 8" PP
@ SLP=0.25%EXIST 8" W(REMOVE)EXIST 66"W (SPU)48'' SDMH #3
IE(IN)12"(E)=27.35
IE(IN)8"(S)=30.37
IE(IN)12"(N)=28.15
IE(OUT)15"(W)=27.01
STA A10+84, 18' LT
RIM=32.42
5 LF 12" C900 @
SLP=3.59%
CB #3
IE(OUT)12"(S)=28.34
RIM=32.04EXIST 8"SSPROP 8"SSIE=19.3±27.97
27.72
28.92
0.54%
28.95
IN
SCALE: 1"=20' HORIZ; 1"=5' VERT
SDMH #4 TO CB #7
10
15
20
25
30
35
40
10
15
20
25
30
35
40
1+00 1+20 1+40 1+60EXIST 8"W(ABAN)34 LF 8" DI SD
@ SLP=0.50%
48'' SDMH #4
IE(IN)8"(S)=28.40
IE(IN)8"(SE)=30.82
IE(OUT)12"(N)=30.25
IE(OUT)12"(W)=28.30
STA A12+71, 47' RT
RIM=32.53EXIST UGP (3)EXIST T(2)(REMOVED)PROP 12"WPROP 8"SS34 LF 8" DI SD
@ SLP=0.50%
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #8 TO CB #9
10
15
20
25
30
35
40
10
15
20
25
30
35
40
1+00 1+20 1+40 1+60 1+80
CB #8
IE(OUT)8"(S)=30.86
RIM=32.78
CB #9
IE(OUT)8"(N)=30.31
RIM=32.66EXIST 12"WPROP 8"SSEXIST 18"SS(ABAN)EXIST 12"SSEXIST TEXIST UGPEXIST 66"W (SPU)48'' SDMH #6
IE(IN)12"(E)=28.98
IE(IN)8"(N)=29.42
IE(IN)8"(S)=30.20
IE(OUT)12"(W)=28.97
STA A14+42, 3' LT
RIM=33.70
20 LF 8" DI SD
@ SLP=7.28%
51 LF 8" C900
@ SLP=0.22%
PLACE DENSE FOAM PER
THE SPECS BETW SD &
UGP AS DIRECTED BY THE
ENGINEER
29.67
29.22
29.63
29.99
29.22
STA A14+53, 15' LT
8 LF
0.48%
64
0.50%
12"PP
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #6 TO CB #5
10
15
20
25
30
35
40
10
15
20
25
30
35
40
1+00 1+20 1+40 1+60 1+80 2+00 2+20
EXIST CB #5
IE(IN)8"(E)=30.30
IE(OUT)8"(N)=30.20
RIM=32.30
48'' SDMH #5
IE(IN)12"(E)=27.80
IE(IN)12"(S)=30.00
IE(IN)12"(N)=28.32
IE(OUT)12"(W)=27.80
STA A12+69, 15' LT
RIM=32.89
CB #6
IE(OUT)12"(S)=28.73
RIM=32.22 EXIST UGPEXIST UGP (2) (REMOVE)EXIST 8"W(REMOVE)PROP 12"WEXIST UGP (2)PROP 8"SSIE=19.2±EXIST UGP & TEXIST 66"W (SPU)EXIST 18"SS(ABAN)EXIST 12"SS(REMOVE)48'' SDMH #4
IE(IN)8"(S)=28.40
IE(IN)8"(SE)=30.82
IE(OUT)12"(N)=30.25
IE(OUT)12"(W)=28.30
RIM=32.53
15 LF 8" DI SD
@ SLP=11.66%
8 LF 12" PP SD
@ SLP=5.07%
PLACE DENSE FOAM PER
THE SPECS BETW SD & W
AS DIRECTED BY THE
ENGINEER
EXIST CB LEFT IN SERVICE
30.47
RIM=32.2228.53
29.12
28.53
29.17
RIM=32.35
EXIST SDMH 63337
0.56%62 LF 12" DI
@ SLP=0.40%
34 LF 8" DI SD
@ SLP=3.93%
CB #7
RIM=32.26
IE(OUT)8"(NW)=30.56
2+20
EXIST CB LEFT
IN SERVICE
TO CB #7
33.31
30.99
30.47
30.25
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #10 TO CB #12
10
15
20
25
30
35
40
10
15
20
25
30
35
40
1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40EXIST 6"SS(REMOVE)EXIST 12"SS(REMOVE)EXIST 12"WEXIST 18"SS(REMOVE)PROP 8"SSEXIST UGP & TEXIST 6"SS(ABAN)EXIST 12"WPROP 8"SSEXIST G38 LF 8" DI SD
@ SLP=0.29%
CB #10
IE(OUT)8"(S)=32.59
RIM=33.99
48'' SDMH #7
IE(IN)8"(S)=30.32
IE(IN)8"(N)=29.46
IE(OUT)12"(W)=29.23
STA A15+87, 4' LT
RIM=33.97 48'' SDMH #8
IE(IN)8"(S)=30.53
IE(OUT)8"(N)=30.60
STA A15+85, 48' RT
RIM=32.85
CB #11
IE(IN)8"(E)=30.60
IE(OUT)8"(N)=30.63
RIM=32.75
CB #12
IE(OUT)8"(W)=30.71
RIM=32.73
19 LF 8" DI SD
@ SLP=16.64%EXIST 66"W (SPU)52 LF 8" C900
@ SLP=0.54%
13 LF 8" DI SD @
SLP=0.75%
0.50%
29.86
RIM=32.98
30.12
29.63
29.63
STA A15+88, 13' LT
RIM=33.70
30.75
30.42
30.84
30.84
31.03
60 LF 12" C900
@ SLP=0.50%
0.64%
CB 66459 (EXIST)4'4" FOAM
10 LF
2.31%
12"PP
CB 66459 (EXIST)
18-2251
SD-40
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
LATERAL DRAINAGE
PROFILES - 1
SEO
BAW
TTT
39NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD-LATERALS-R.dwg SD-40 11/10/2023 12:05 PM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1 2550751426
SD-4
5
SD-3
2
SD-3
3
SD-3
1
SD-3
4
SD-3
277
SD-458614314RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
SPU PIPE 4' DEEP
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #18 TO CB #19
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
1+00 1+20 1+40 1+60
CB #18
IE(OUT)12"(NE)=27.52
RIM=30.58
48'' SDMH #16
IE(IN)18"(E)=21.08
IE(IN)18"(N)=21.49
IE(IN)12"(E)=27.46
IE(IN)12"(SW)=27.30
IE(OUT)24"(S)=20.81
STA C12+63, 13' RT
RIM=31.06
CB #19
IE(OUT)12"(W)=27.76
RIM=30.73EXIST 12"SD(ABAN)EXIST 4"GEXIST 12"W14 LF 12" PP SD
@ SLP=1.62%
30 LF 12" DI SD
@ SLP=0.99%EXIST 4"G30.75
21.48
27.58
27.57
21.03
RIM=30.86
0.45%0.52%
27.63
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #20 TO CB #21
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
1+00 1+20 1+40 1+60
39 LF 12" DI SD
@ SLP=3.12%
CB #20
IE(OUT)12"(S)=26.62
RIM=31.50
48'' SDMH #19
IE(IN)18"(E)=22.39
IE(IN)12"(N)=26.46
IE(IN)12"(S)=28.51
IE(OUT)18"(W)=22.42
STA C14+50, 16' LT
RIM=31.77
CB #21
IE(OUT)12"(N)=29.73
RIM=31.58
5 LF 12" PP SD
@ SLP=3.10%EXIST 12"WPROP 24"SSEXIST 4"G0.48%
27.00
22.90
26.96
29.43
22.90
0.85%
SCALE: 1"=20' HORIZ; 1"=5' VERT
SDMH #21 TO CB #24
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
1+00 1+20 1+40 1+60EXIST 12"WEXIST 4"GPROP 24"SSEXIST UGP41 LF 12" DI SD
@ SLP=1.94%
48'' SDMH #21
IE(IN)18"(E)=23.62
IE(IN)12"(N)=24.32
IE(IN)12"(SE)=29.65
IE(OUT)18"(W)=23.67
STA C16+04, 14' LT
RIM=32.62
CB #24
IE(OUT)12"(NW)=30.44
RIM=32.33
0.51%
23.99
24.55
30.10
23.99
19' LT
RIM=32.74
30.33
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #26 TO CB #25
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
1+00 1+20 1+40 1+60EXIST 4"GPROP 24"SSEXIST 12"W36 LF 12" DI SD
@ SLP=4.21%
CB #25
IE(OUT)12"(N)=30.92
RIM=32.71
48'' SDMH #22
IE(IN)18"(E)=24.31
IE(IN)12"(S)=29.42
IE(IN)12"(N)=27.41
IE(OUT)18"(W)=24.39
STA C17+23, 15' LT
RIM=33.05
CB #26
IE(OUT)12"(S)=28.06
RIM=32.74 EXIST UGP6 LF 12" PP SD @
SLP=11.62%
0.51%
RIM=32.83
24.78
30.64
27.85
24.78
0.47%
27.88
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #27 TO CB #28
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
1+00 1+20 1+40 1+60
37 LF 12" DI SD
@ SLP=8.61%
7 LF 12" PP SD
@ SLP=13.70%
CB #27
IE(OUT)12"(S)=28.70
RIM=33.09
48'' SDMH #23
IE(IN)18"(E)=25.03
IE(IN)12"(S)=27.71
IE(IN)12"(N)=27.80
IE(OUT)18"(W)=24.97
STA C18+53, 14' LT
RIM=33.36
CB #28
IE(OUT)12"(N)=30.92
RIM=32.93EXIST 4"GPROP 24"SSEXIST 12"WEXIST UGP0.77%
0.37%
RIM=33.21
25.43
30.70
28.19
25.43
RIM=33.11
28.81
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #32 TO CB #33
10
15
20
25
30
35
40
45
10
15
20
25
30
35
40
45
1+00 1+20 1+40 1+60EXIST 12"WPROP 24"SSEXIST 4"GCB #32
IE(OUT)12"(S)=30.73
RIM=34.51
48'' SDMH #27
IE(IN)12"(E)=28.75
IE(IN)12"(S)=30.72
IE(IN)12"(N)=31.00
IE(OUT)12"(W)=28.79
STA C20+63, 15' LT
RIM=34.73
CB #33
IE(OUT)12"(N)=32.30
RIM=34.41
37 LF 12" DI SD
@ SLP=4.33%
5 LF 12" PP SD
@ SLP=5.04%
31.40
29.16
31.91
29.16
32.09
0.50%
8.01%
N/A
SCALE: 1"=20' HORIZ; 1"=5' VERT
SDMH #26 TO CB #31
10
15
20
25
30
35
40
45
10
15
20
25
30
35
40
45
0+00 0+19
CB #31
IE(OUT)12"(NW)=28.29
RIM=33.06
48'' SDMH #26
IE(IN)12"(SE)=27.54
IE(IN)6"(NW)=30.99
IE(OUT)12"(N)=26.29
STA C19+18, 31' RT
RIM=33.44
12 LF 12" PP SD
@ SLP=6.45%
28.10
28.02
26.48
25' RT
0.54%
15 LF
SCALE: 1"=20' HORIZ; 1"=5' VERT
SDMH #17 TO SDMH #18
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
0+80 1+00 1+20 1+40EXIST 12"WPROP 24"SS48'' SDMH #17
IE(IN)18"(N)=21.85
IE(OUT)18"(W)=21.85
RIM=31.56
28 LF 18" PP SD
@ SLP=0.84%
48'' SDMH #18
IE(IN)18"(E)=22.09
IE(OUT)18"(S)=22.09
STA C13+82, 18' LT
RIM=31.19
22.33
22.33
0.31%
22.42
22.42
RIM=31.33
18-2251
SD-41
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
LATERAL DRAINAGE
PROFILES - 2
SEO
BAW
TTT
40NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD-LATERALS-R.dwg SD-41 11/10/2023 12:05 PM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1 101076262626
SD-9
5
SD-9
4
SD-9
2
SD-8
468
SD-10
7
SD-10
1
SD-8
3
SD-9
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #39 TO SDMH #50
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
1+00 1+20 1+40 1+60PROP 8"SS &EXIST 10"SSPROP 12"WEXIST 3"TEXIST T DUCTEXIST 8"W(ABAN)37 LF 12" PP SD @
SLP=8.97%
CB #75
IE(OUT)12"(W)=27.10
RIM=31.21
48'' SDMH #31
IE(IN)18"(N)=22.51
IE(IN)12"(E)=23.80
IE(IN)12"(W)=27.75
IE(OUT)18"(S)=22.61
STA F3+80, 15' RT
RIM=31.62
CB #39
IE(OUT)12"(E)=27.93
RIM=31.26
6 LF 12" PP SD
@ SLP=3.09%
0.51%
48'' SDMH #50
24.29
24.10
26.30
22.41
26.39
1.73%FOAM BETWEEN
W AND SD3'-6"SCALE: 1"=20' HORIZ; 1"=5' VERT
SDMH #28 TO CB #34
10
15
20
25
30
35
40
45
10
15
20
25
30
35
40
45
1+00 1+20 1+40 1+60 1+80 2+00
63 LF 8" DI SD @
SLP=0.51%
29 LF 12" DI SD
@ SLP=1.43%
48'' SDMH #28
IE(IN)12"(S)=32.72
IE(OUT)12"(W)=32.19
STA C21+98, 17' LT
RIM=35.51
60'' SDMH #29
IE(IN)8"(SE)=33.23
IE(IN)6"(E)=33.21
IE(OUT)12"(N)=33.13
STA C21+96, 12' RT
RIM=35.74
CB #34
IE(OUT)8"(NW)=33.55
RIM=35.16EXIST 4"GEXIST 2"GEXIST 6"TEXIST 2"UGPEXIST UGPPROP 24"SSPROP 12"WEXIST 12"W0.33%
33.11
32.38
RIM=35.38
RIM=35.97
SCALE: 1"=20' HORIZ; 1"=5' VERT
SDMH #29 TO CB #35
10
15
20
25
30
35
40
45
10
15
20
25
30
35
40
45
1+00 1+20 1+40 1+60 1+80EXIST 4"GPROP 12"WEXIST W(ABAN)EXIST G6" CONC SD
(EXIST)
60'' SDMH #29
IE(IN)8"(SE)=33.23
IE(IN)6"(E)=33.21
IE(OUT)12"(N)=33.13
STA C21+96, 12' RT
RIM=35.74
CB #35
IE(OUT)6"(W)=33.52
RIM=35.45EXIST 6"T64 LF 12" DI SD @
SLP=0.50%
IE(OUT)12"(W)=33.53
IE(IN)6"(NE)=32.64
EXIST CB AND PIPE
LEFT IN PLACE
CB 73854 (EXIST)
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #37 TO SDMH #49
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
1+00 1+20 1+40 1+60
36 LF 12" PP SD
@ SLP=7.92%
CB #37
IE(OUT)12"(E)=27.59
RIM=30.89
48'' SDMH #30
IE(IN)18"(N)=22.76
IE(IN)12"(W)=27.44
IE(IN)12"(E)=23.48
IE(OUT)18"(S)=22.82
STA F2+53, 15' RT
RIM=31.31
CB #74
IE(OUT)12"(W)=26.34
RIM=30.99PROP 8"SS &EXIST 10"SSPROP 12"WEXIST 8"W(ABAN)7 LF 12" PP SD
@ SLP=2.17%EXIST 3"TEXIST T DUCT0.50%
27.78
27.70
23.61
RIM=31.14
48'' SDMH #49
23.80
4 LF
1.97%3'-6"FOAM BETWEEN
W AND SD
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #42 TO EXIST CB #69591
0
5
10
15
20
25
30
35
0
5
10
15
20
25
30
35
1+00 1+20 1+40 1+60 1+80EXIST 2"GEXIST 12"SD(ABAN)EXIST 8"SSEXIST 12"WEXIST 3"TEXIST T DUCT33 LF 12" C900
@ SLP=5.07%
EXIST CB #69591
IE(IN)6"(N)=28.55
IE(IN)4"(E)=28.75
IE(OUT)12"(S)=28.70
RIM=30.75
48'' SDMH #56
IE(IN)12"(N)=28.60
IE(IN)4"(SE)=29.00
IE(OUT)12"(W)=25.33
RIM=30.24
48'' SDMH #33
IE(IN)24"(N)=20.49
IE(IN)12"(W)=25.07
IE(IN)12"(E)=23.64
IE(OUT)24"(S)=20.46
STA F7+70, 12' RT
RIM=30.70
CB #42
IE(OUT)12"(E)=25.07
RIM=30.22
9 LF 12" PP SD
@ SLP=0.00%
13 LF 12" DI SD @
SLP=0.77%
(EXIST)
(RECONNECT)
PLACE DENSE FOAM PER
THE SPECS BETW SD & W
AS DIRECTED BY THE
ENGINEER
(RECONNECT)
0.51%
23.80
20.63
25.14
20.63
STA F7+67, 14' RT
25.22
1.09%
SCALE: 1"=20' HORIZ; 1"=5' VERT
SDMH #32 TO SDMH #51
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
1+00 1+20 1+40 1+60
CB #76
IE(OUT)12"(W)=26.33
RIM=31.32
36 LF 12" PP SD
@ SLP=6.20%
48'' SDMH #32
IE(IN)18"(N)=22.01
IE(IN)12"(W)=22.97
IE(IN)12"(E)=24.08
IE(OUT)18"(S)=22.00
STA F4+47, 15' RT
RIM=31.67PROP 8"SS &EXIST 10"SSPROP 12"WEXIST 3"TEXIST T DUCTEXIST 8"W(ABAN)(RECONNECT)
48'' SDMH #51
24.45
RIM=31.61
0.50%
22.18
23.20
24.26
22.18
RIM=31.84
FOAM BETWEEN
W AND SD3'-6"SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #17 TO EXIST SDMH #26853
0
5
10
15
20
25
30
35
0
5
10
15
20
25
30
35
0+80 1+00 1+20 1+40 1+60
EXIST SDMH #26853
IE(IN)12"(S)=22.10
IE(IN)12"(N)=27.40
IE(IN)12"(S)=25.20
IE(IN)4"(SE)=28.10
IE(OUT)12"(N)=23.48
STA F6+11, 17' RT
RIM=31.45
22 LF 12" DI SD
@ SLP=7.56%
48'' SDMH #14
IE(IN)18"(N)=21.76
IE(IN)12"(S)=21.85
IE(IN)12"(NW)=27.09
IE(OUT)18"(SE)=21.76
STA F5+89, 16' RT
RIM=31.03
CB #17
IE(OUT)12"(SE)=27.28
RIM=30.72
6 LF 12" PP SD
@ SLP=3.06%EXIST UGP(ABAN)
7.63%
21.72
26.80
1.00%
(ABAN)
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #44 TO SDMH #34
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
1+00 1+20 1+40 1+60
60'' SDMH #34
IE(IN)24"(N)=19.46
IE(IN)12"(NW)=26.98
IE(IN)12"(E)=22.85
IE(IN)12"(S)=26.19
IE(OUT)24"(S)=19.46
STA F9+24, 15' RT
RIM=30.65EXIST TEXIST 2"GEXIST 12"SD (ABAN)CB #44
RIM=29.71
33 LF 12" PP SD
@ SLP=2.10%EXIST UGP(EXIST)
EXIST CB LEFT
IN SERVICE
20.10
24.40
23.50
IE(IN)12"(NE)=24.09
20.10
RIM=30.81
24.69
1.00%
26.84
18-2251
SD-42
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
LATERAL DRAINAGE
PROFILES - 3
SEO
BAW
TTT
41NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD-LATERALS-R.dwg SD-42 11/10/2023 12:05 PM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1 75754647454
SD-15
1
SD-10
3
SD-15
2
SD-10
767675565
SD-15
6
SD-16
7
SD-16 868
SD-16454687RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #46 TO SDMH #52
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
1+00 1+20 1+40 1+60 1+80 2+00EXIST UGPEXIST 10"SSEXIST 12"WEXIST T (2)EXIST UGPEXIST TEXIST 12"SD (ABAN)EXIST 16"W38 LF 12" DI SD
@ SLP=4.00%
34 LF 12"C900 SD
@ SLP=3.97%
CB #46
IE(OUT)12"(N)=27.70
RIM=29.74
60'' SDMH #34
IE(IN)24"(N)=19.46
IE(IN)12"(NW)=26.98
IE(IN)12"(E)=22.85
IE(IN)12"(S)=26.19
IE(OUT)24"(S)=19.46
STA F9+24, 15' RT
RIM=30.65
CB #43
IE(OUT)12"(W)=24.18
RIM=29.78
(NW)=26.98
0.76%
0.50%
27.13
20.10
24.40
23.50
26.84
20.10
RIM=30.81
CHANGED TO TYPE 1 CB
RIM=29.94
48'' SDMH #52
42 LF
24.30
IE(IN)12"(NE)=24.09
SCALE: 1"=20' HORIZ; 1"=5' VERT
SDMH #35 TO SDMH #53
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
1+00 1+20 1+40EXIST 16"WEXIST TEXIST TEXIST UGPEXIST 10"SS33 LF 12" PP SD
@ SLP=1.76%
CB #53
IE(OUT)12"(W)=20.65
RIM=29.67
48'' SDMH #35
IE(IN)24"(N)=19.60
IE(IN)12"(E)=20.06
IE(OUT)24"(S)=19.58
STA F10+01, 15' RT
RIM=30.13
32 LF 12" PP SD
@ SLP=0.50%
20.40
19.84
20.24
19.84
RIM=30.26
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #50 TO CB #52
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
1+00 1+20 1+40 1+60EXIST 12"WCB #52
IE(OUT)12"(N)=27.70
RIM=28.97
33 LF 12" DI SD
@ SLP=5.86%
19 LF 12" PP SD
@ SLP=5.74%EXIST 2"G(ABANDONED)48'' SDMH #37
IE(IN)12"(S)=25.77
IE(IN)12"(N)=26.50
IE(IN)12"(E)=24.57
IE(OUT)18"(W)=19.59
STA F12+04, 30' LT
RIM=29.87
CB #50
IE(OUT)12"(S)=27.59
RIM=29.14 EXIST 2"G26.83
0.50%
0.50%
26.65
25.91
19.75
36' LT
26.01
RIM=29.01
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #54 TO SDMH #55
0
5
10
15
20
25
30
35
0
5
10
15
20
25
30
35
1+00 1+20 1+40 1+60EXIST 16"WEXIST TEXIST 12"SSEXIST 12"SD(REMOVED)34 LF 12"C900 SD
@ SLP=5.77%
CB #55 N
IE(OUT)12"(W)=23.67
RIM=28.65
60'' SDMH #40
IE(IN)36"(N)=18.49
IE(IN)12"(W)=23.93
IE(IN)12"(E)=21.69
IE(OUT)36"(S)=18.48
STA F13+64, 14' RT
RIM=29.39
CB #54
IE(OUT)12"(E)=24.59
RIM=28.79
8 LF 12" PP SD
@ SLP=8.53%
0.51%
48'' SDMH #55
21.83
18.78
23.60
18.78
RIM=29.55
23.76
2.00%DI
CHANGED TO TYPE 1 CB
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #56 TO CB #55
0
5
10
15
20
25
30
35
0
5
10
15
20
25
30
35
1+00 1+20 1+40 1+60EXIST TEXIST 12"SSEXIST 16"WEXIST 12"SD (ABAN)60'' SDMH #41
IE(IN)36"(N)=18.26
IE(IN)12"(W)=22.76
IE(IN)8"(E)=26.21
IE(OUT)36"(S)=18.21
STA F15+14, 11' RT
RIM=28.76
CB #56
IE(OUT)12"(E)=23.30
RIM=28.21
CB #55
IE(OUT)8"(W)=26.70
RIM=28.17
32 LF 8" DI SD
@ SLP=1.55%
11 LF 12" PP SD
@ SLP=5.13%
18.41
STA F15+11, 13' RT
RIM=28.93
26.35
0.50%
8 LF
4.83%
26.18
22.91
18.41
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #59 TO CB #57
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
1+00 1+20 1+40 1+60
CB #57
IE(OUT)12"(W)=30.39
RIM=32.56
CB #59
IE(OUT)8"(NE)=30.40
RIM=32.45
6 LF 12" PP SD
@ SLP=2.71%
41 LF 8" DI SD
@ SLP=0.39%
CB #58
IE(IN)8"(SW)=30.24
IE(IN)12"(E)=30.24
IE(OUT)12"(S)=27.44
RIM=32.79EXIST 1.25"G(ABANDONED)EXIST 12"WPROP 8" SSIE=18.2EXIST 2"G29.00
RIM=32.63
1.00%
0.31%
30.51
30.38
28.95
27.72
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #49 TO SDMH #54
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
1+00 1+20 1+40 1+60EXIST 16"WEXIST TEXIST TEXIST 10"SSEXIST UGPEXIST 12"SD (ABAN)CB #49
IE(OUT)12"(E)=24.94
RIM=29.59
48'' SDMH #36
IE(IN)24"(N)=19.42
IE(IN)12"(E)=20.03
IE(IN)12"(W)=24.03
IE(OUT)24"(S)=19.37
STA F10+82, 12' RT
RIM=30.04
48'' SDMH #54
IE(OUT)12"(W)=20.44
RIM=29.52
31 LF 12" PP SD
@ SLP=1.34%
9 LF 12" PP SD
@ SLP=10.08%
24.63
19.57
24.45
19.57
20.25
0.50%
2.26%
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #51 TO SDMH #37
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
1+00 1+20 1+40 1+60 1+70EXIST TEXIST TEXIST 10"SSEXIST UGPEXIST 2"G60'' SDMH #38
IE(IN)24"(N)=19.17
IE(IN)18"(E)=19.21
IE(IN)12"(W)=21.55
IE(IN)18"(N)=21.58
IE(OUT)24"(S)=19.27
STA F12+04, 16' RT
RIM=29.54
CB #51
IE(OUT)12"(E)=24.53
RIM=29.18
48'' SDMH #37
IE(IN)12"(S)=25.77
IE(IN)12"(N)=26.50
IE(IN)12"(E)=24.57
IE(OUT)18"(W)=19.59
RIM=29.87
46 LF 18" PP SD
@ SLP=0.83%
(NW)=21.58 (RECONNECT)EXIST 16"W5 LF 12"PP SD @
SLP=57.54%
19.48
24.27
22.00
19.15
RIM=29.71
24.28
26.65
25.91
19.75
52 LF
0.25%
0.50%
18-2251
SD-43
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
LATERAL DRAINAGE
PROFILES - 4
JAM
BAW
TTT
42NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD-LATERALS-R.dwg SD-43 11/10/2023 12:05 PM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 177 772
SD-16
1
SD-16 7711771177778
SD-19
7
SD-18
6
SD-17
3
SD-17
4
SD-17
5
SD-1788 8838RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
EXISTING CB
LEFT IN SERVICE
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #63 TO CB #62
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
1+00 1+20 1+40 1+60
CB #63
IE(OUT)12"(E)=27.28
RIM=33.08
48'' SDMH #45
IE(IN)12"(E)=27.27
IE(IN)12"(W)=27.02
IE(OUT)12"(S)=26.97
STA H3+63, 13' LT
RIM=33.22
CB #62
IE(OUT)12"(W)=27.50
RIM=32.97
32 LF 12" DI SD
@ SLP=0.81%
6 LF 12" PP SD
@ SLP=3.63%EXIST 12"WEXIST 6"SD(REMOVE)EXIST 2"G30.60
27.67
30.43
27.19
STA H3+59
28.00
34 LF
5.00%
0.49%
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #64 TO SDMH #46
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
1+00 1+20 1+40PROP 8"SSEXIST 12"WEXIST 6"SD(REMOVE)EXIST 2"G34 LF 12" DI SD
@ SLP=3.40%
48'' SDMH #46
IE(IN)12"(N)=26.87
IE(IN)12"(W)=29.52
IE(OUT)12"(S)=26.77
STA H4+10, 15' LT
RIM=33.22
CB #64
IE(IN)4"(W)=31.62(RECONNECT)
IE(OUT)12"(E)=30.67
RIM=33.07
0.51%
30.73
RIM=33.35
30.90
31.90
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #29 TO CB #30
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
1+00 1+20 1+40 1+60PROP 8"SSEXIST 2"GEXIST 12"WEXIST 6"SD(REMOVE)34 LF 12" DI SD
@ SLP=0.63%
5 LF 12" PP SD
@ SLP=17.75%
CB #29
IE(OUT)12"(E)=30.03
RIM=33.16
48'' SDMH #24
IE(IN)12"(N)=26.37
IE(IN)12"(W)=29.82
IE(IN)12"(E)=27.11
IE(OUT)12"(S)=26.27
STA H4+85, 14' LT
RIM=33.11
CB #30
IE(OUT)12"(W)=27.96
RIM=32.82
0.52%5.00%
31.20
26.56
31.03
27.49
26.56
RIM=33.29
27.81
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #66 TO CB #67
20
25
30
35
40
45
50
55
20
25
30
35
40
45
50
55
1+00 1+20 1+40 1+60
CB #66
IE(IN)12"(E)=41.24
IE(OUT)12"(N)=40.11
STA L4+60, 17' RT
RIM=45.02
CB #67
IE(IN)12"(S)=41.50
IE(OUT)12"(W)=41.49
STA L4+61, 15' LT
RIM=45.03
32 LF 12" PP SD @
SLP=0.78%PROP 12"WEXIST 66"W (SPU)PROP 12"CIPP SSEXIST G(ABAN BY OTHERS)41.40
41.40
0.52%
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #61 TO CB #60
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
1+00 1+20 1+401+42EXIST 1.25"GEXIST 12"WPROP 8"SS &EXIST 8"SS (REMOVE)30 LF 12" DI SD
@ SLP=4.51%6 LF 12" PP SD
@ SLP=4.12%
CB #60
IE(OUT)12"(W)=27.16
RIM=32.30
48'' SDMH #44
IE(IN)12"(N)=26.49
IE(IN)12"(E)=26.93
IE(IN)12"(W)=29.28
IE(OUT)12"(S)=26.46
STA G4+10, 10' LT
RIM=32.48
CB #61
IE(OUT)12"(E)=30.64
RIM=32.32
0.50%5.00%
27.10
30.24
26.59
RIM=32.67
30.39
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #22 TO CB #23
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
1+00 1+20 1+35
CB #22
IE(OUT)12"(E)=30.13
RIM=32.13
48'' SDMH #20
IE(IN)12"(N)=24.80
IE(IN)12"(E)=27.03
IE(IN)12"(W)=29.77
IE(OUT)12"(S)=24.79
STA G5+19, 9' LT
RIM=32.42
CB #23
IE(OUT)12"(W)=27.16
RIM=32.24
6 LF 12" PP SD
@ SLP=2.11%
28 LF 12" DI SD
@ SLP=1.28%EXIST 2"GEXIST 12"WPROP 8"SS &EXIST 8"SS (REMOVE)EXIST W (ABAN)27.14
29.99
RIM=32.61
0.51%
5.00%
SCALE: 1"=20' HORIZ; 1"=5' VERT
SDMH #48 TO CB #68
20
25
30
35
40
45
50
55
20
25
30
35
40
45
50
55
1+00 1+20
48'' SDMH #48
IE(IN)24"(W)=39.07
IE(IN)12"(S)=40.92
IE(IN)6"(SE)=39.12
IE(OUT)12"(E)=38.57
STA K3+55, 9' RT
RIM=45.42
CB #68
IE(OUT)12"(N)=42.07
RIM=45.17
9 LF 12" PP SD @
SLP=12.96%
(RECONNECT)
39.10
41.79
42.85
10.04%
38.80
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #69 TO CB #71
20
25
30
35
40
45
50
55
20
25
30
35
40
45
50
55
1+00 1+20 1+40 1+60 1+80
CB #69
IE(IN)6"(SW)=42.49
IE(OUT)8"(S)=42.12
RIM=44.82
CB #70
IE(IN)8"(N)=41.98
IE(OUT)8"(E)=41.93
RIM=45.03
CB #71
IE(IN)12"(S)=42.04
IE(IN)8"(W)=41.87
IE(OUT)12"(N)=41.88
RIM=45.14
32 LF 8" C900 @
SLP=0.19%31 LF 8" DI SD @
SLP=0.46%PROP 12"WPROP 12"CIPP SSEXIST SIDE SEWEREXIST 66"W (SPU)(RECONNECT)
42.20
42.10
42.10
42.17
42.00
42.00
0.31%0.36%
18-2251
SD-44
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
LATERAL DRAINAGE
PROFILES - 5
SEO
BAW
TTT
43NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD-LATERALS-R.dwg SD-44 11/10/2023 12:05 PM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1 63338666
SD-24
5
SD-21
4
SD-21
1
SD-20
2
SD-20
3
SD-21
8
SD-26
7
SD-24
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
SCALE: 1"=20' HORIZ; 1"=5' VERT
CB #72 TO CB #73
20
25
30
35
40
45
50
55
20
25
30
35
40
45
50
55
1+00 1+20 1+40 1+60
32 LF 8" C900 @
SLP=0.66%
CB #72
IE(OUT)8"(E)=42.80
RIM=45.46
CB #73
IE(IN)8"(W)=42.59
IE(OUT)12"(N)=42.59
RIM=45.83PROP 12"WPROP 12"CIPP SSEXIST 66"W (SPU)C13+00F6+00
8" SDR 35 SS
F6+00 C13+0012"DI W
••••••••••••••••••••••••••••
18-2251
SD-45
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
LATERAL DRAINAGE
PROFILES - 6
SEO
BAW
TTT
44NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SD-LATERALS-R.dwg SD-45 11/10/2023 12:05 PM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
1
SD-26
SCALE: 1" = 5'
S 3RD ST & SHATTUCK AVE S 2
SD-16
SHATTUCK AVE S 3RD STSDMH #15
SDMH #14
CB #17
18"P
P
S
D
18"PP SD
18"PP SD
SDMH #16
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
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8
3
7
3
8
3
7
3
639383637
38
353
5 3436 35
34
35
34
3
3
32
31333231293030
31
3233
3
4
37384
2
41
40
39
FIRE LANE
35
CRPL#3 66" STL
CRPL#1 66" STL
CRPL#2 51.5" STL
CRPL#3 66" STL
CRPL#1 66" STL
CRPL#2 51.5" STL
CRPL#1 66" STL
CRPL#2 51.5" STL
CRPL#3 66" STL
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
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••••
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
14
EXIST G
12"DI W 12"DI W12"DI W 12"DI W
STA A0+00, 9' RT N3+00N4+00A0+00 A1+00 A2+00 A3+00 A4+00
8
"
SD
R
3
5
S
S
8" C900 SS8" SDR 35 SS 8" C900 SS8" SDR 35 SSSTA A0+31, 30' LT
SSMH #1
1-48" DIA MH
STA A0+75, 18' RT
SSMH #2
1-48" DIA MH
STA A2+36, 16' RT
SSMH #3
1-48" DIA MH
65 LF
8
"
S
D
R
3
5
S
S
@ SLP
=
4
.
0
%
15
20
25
30
35
40
45
50
15
20
25
30
35
40
45
50
A0+00 A0+20 A0+40 A0+60 A0+80 A1+00 A1+20 A1+40 A1+60 A1+80 A2+00 A2+20 A2+40 A2+60 A2+80 A3+00 A3+20 A3+40 A3+60 A3+80 A4+00 A4+20 A4+40 A4+60 A4+80
3.4%
339
62
30.00
16' RT
24.57
24.57
24.47EXIST GEXIST 24"SDIE=21.0EXIST UGPEXIST W& PROPPROTECT W/
DENSE FOAM
CUSHIONEXIST UGP & TEXIST UGP & T32.64
28' LT
41.06
161 LF 8" SDR
3
5
S
S
@
S
L
P
=
3
.
0
%
337 LF 8" C900 SS @ SLP=0.4%
4.3%
SSMH #3
IE(IN)8"(W)=25.09
IE(IN)8"(N)=25.00
IE(OUT)8"(E)=24.83
STA A2+36, 16' RT
RIM=33.78
SSMH #2
IE(IN)8"(NW)=30.06
IE(OUT)8"(E)=29.86
STA A0+75, 18' RT
RIM=39.74
SSMH #1
IE(IN)8"(SW)=32.90
IE(OUT)8"(SE)=32.80
STA A0+31, 30' LT
RIM=41.82
18-2251
SS-1
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 2ND ST
SEWER PLAN & PROFILE
STA A0+00 TO STA A4+80
JJM
BAW
TTT
50NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-1 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CL
S 2ND ST
MATCHLINE STA A4+80SEE SHEET SS-2MATCHLINE STA A4+80SEE SHEET SS-2RAINIER AVE S1.CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
2.PROPOSED SEWER MAY HAVE CONFLICT OR
SEQUENCE CONSTRAINT WITH EXISTING
UTILITY TO BE ABANDONED, CONTRACTOR
SHALL TAKE APPROPRIATE MEASURES TO
MAINTAIN THE FUNCTIONALITY OF THE
EXISTING UTILITY UNTIL SUCH TIME AS IT
CAN BE ABANDONED
3.REPLACE SURVEY MONUMENT PER CITY STD
DETAIL H031 AS REQUIRED FOR
CONSTRUCTION
4.NEW SSMH AS SHOWN PER CITY STD DETAIL
400.1, 401, AND 106
5.NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 405
6.SIDE SEWER PER CITY STD DETAIL 406.1,
406.2, AND/OR 407, INSTALL CO IF SHOWN
7.CONNECT EXIST PIPE TO NEW PIPE W/ CPLG,
SEE DETAIL 2, SHT SS-42
1
8
10
12
13
15
1
13 1
13 2
15
10
10
12 TYP
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
144 RAINIER
AVE S A1+46 N:178687.07
E:1298388.43
100 S 2ND ST A3+26 N:178678.19
E:1298568.38
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
101 S 2ND ST SEE SS-13 N:
E:
*SS NO. SPECIFIC TO THIS SHEET
1
28" CIPP SS1010 LAKE AVE S8
FOR CONTINUATION
SEE SHEET SS-27
10
17181819SSMH #37
SEE SHT SS-27
10
SPU ROW
2 2 2
CITY ROW
2
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
144 100
CONC. MON. IN CASE
RESTABLISHED PER DNR
PERMIT 7373-18"T x 6"W
IE=32.29
IE=25.48
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
31
31
31
31
32
32
3
3
32
32
32
31
32
32
32
NO PARKING FIRE LANE NO PARKINGNO PARKING FIRE LANENO PARKING FIRE LANESTOP
NO PARKINGNO PARKINGNO PARKING FIRE LANE3
2
3231
CRPL#3 66" STL
CRPL#2 51.5" STL
CRPL#3 66" STL
CRPL#1 66" STL
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••FO DUCT
12"DI W
12"DI W
TS
E7+00 E8+00
A5+00 A6+00 A7+00
A8+00
A9+00
8" C900 SS
8" C900 SS 8" SIDE SEWER2"PVC CONDUIT
STA A5+73, 17' RT
SSMH #4
1-48" DIA MH
10
15
20
25
30
35
40
45
10
15
20
25
30
35
40
45
A4+80 A5+00 A5+20 A5+40 A5+60 A5+80 A6+00 A6+20 A6+40 A6+60 A6+80 A7+00 A7+20 A7+40 A7+60 A7+80 A8+00 A8+20 A8+40 A8+60 A8+80 A9+00 A9+20 A9+40 A9+60
394
23.10
23.00
23.10
A5+75, 15' RTEXIST GEXIST TEXIST TEXIST UGPEXIST 12"SDIE=26.9EXIST TPROP 12"WEXIST UGPPROP FH396 LF 8" C900 SS @ SLP=0.4%
IE(IN)8"(N)=23.48
SSMH #4
IE(IN)8"(W)=23.43
IE(OUT)8"(E)=23.27
STA A5+73, 17' RT
RIM=30.86
18-2251
SS-2
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 2ND ST
SEWER PLAN & PROFILE
STA A4+80 TO STA A9+60
JJM
BAW
TTT
51NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-2 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CL
S 2ND ST
MATCHLINE STA A4+80SEE SHEET SS-1MATCHLINE STA A9+60SEE SHEET SS-3MATCHLINE STA A4+80SEE SHEET SS-1MATCHLINE STA A9+60SEE SHEET SS-310
12 TYP
1
8
2
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION AT
MAIN
COORDINATES
OF CO OR CPLG
200 S
2ND ST A5+74 N:178672.65
E:1298816.39
203 S
2ND ST SEE SS-14 N:
E:
1
SSMH 2146
10
1.CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
2.PROPOSED SEWER MAY HAVE CONFLICT OR
SEQUENCE CONSTRAINT WITH EXISTING
UTILITY TO BE ABANDONED, CONTRACTOR
SHALL TAKE APPROPRIATE MEASURES TO
MAINTAIN THE FUNCTIONALITY OF THE
EXISTING UTILITY UNTIL SUCH TIME AS IT
CAN BE ABANDONED
3.SPU CONDUIT AND APPURTENANCES SHALL
BE INSTALLED FOR FUTURE CATHODIC
PROTECTION SYSTEM (BY OTHERS), SEE
DETAILS, SHT CP-2
4.REPLACE SURVEY MONUMENT PER CITY
STD DETAIL H031 AS REQUIRED FOR
CONSTRUCTION
5.NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, AND 106
6. NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 405
7.SIDE SEWER PER CITY STD DETAIL 406.1,
406.2, AND/OR 407 AND CO IF SHOWN
1
2
8
10
12
13
*SS NO. SPECIFIC TO THIS SHEET
131
8
PROTECT NEW WATER
LINE AS NECESSARY
DURING CONSTRUCTION
2223CONSTRUCT SIDE SEWER THROUGH
ABANDONED VAULT, POTHOLE TO
LOCATE NORTH/SOUTH LIMITS OF
VAULT PRIOR TO CONSTRUCTION,
PROVIDE SHORING IN VAULT AS
NEEDED TO PREVENT VOIDS OR
SETTLEMENT OF ROADWAY,
COORDINATE SCHEDULE FOR THIS
WORK WITH CITY
1' DEEP TO TOP OF VAULT CORE
DRILLED FOR PIPE AT 6'-6" DEEP
CITY PRO
P
E
R
T
Y
AT&T CRITICAL
FIBER OPTIC
PROTECT-IN-PLACE
PER 1-07.17
SPU P
R
O
P
E
R
T
Y
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
CITY ROW
SPU P
R
O
P
E
R
T
Y
4
TAP CONDUIT INTO
EXIST SPU RECTIFIER
STRUCTURE
4
400
211
CONC. MON. IN CASE
REESTABLISHED PER DNR
PERMIT 7373-18"T x 6"W
CONC. MON. IN CASE
REESTABLISHED PER
DNR PERMIT
7373-18"T x 6"W
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32
33
33
33
34
33
34
34
33
34
33
3333
32 NO PARKING FIRE LANECRPL #3 66" STL
CRPL#3 66" STL CRPL#3 66" STL
FO DUCT
FO DUCT FO DUCT
FO DUCT
8"
D
I
S
D8"PP SD
12"C900 SD
12"DI
S
D
15"PP SD
8"DI SD
8" D
I
S
D
12"PP SD
8"DI SD8"DI W12"DI W12"DI W
12"DI W12"DI
W
TS
TS TS
TS
TSG0+00A10+00 A11+00 A12+00 A13+00 A14+00
8" SDR 35 SS 8" C900 SS8" SDR 35 SS2"PVC CONDUIT
STA A9+72, 12' LT
SSMH #5
1-48" DIA MH
STA A9+92, 27' RT
CPMH #1
1-30" MH FRAME & COVER
STA A10+90, 27' RT
CPMH #2
1-30" MH FRAME & COVER
STA A12+09, 26' RT
CPMH #3
1-30" MH FRAME & COVER
STA A13+24, 26' RT
CPMH #4
1-30" MH FRAME & COVER
STA A10+90, 17' RT
CPJB #1
STA A12+09, 16' RT
CPJB #2 STA A13+24, 19' RT
CPJB #3
STA A12+87, 29' RT
SSMH #4
1-48" DIA MH
STA A9+75, 28' RT
SSMH #6
1-48" DIA MH
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
A9+60 A9+80 A10+00 A10+20 A10+40 A10+60 A10+80 A11+00 A11+20 A11+40 A11+60 A11+80 A12+00 A12+20 A12+40 A12+60 A12+80 A13+00 A13+20 A13+40 A13+60 A13+80 A14+00
315 0.4%
331 1.6%
19.21
19.21
19.11
33.23
20.87
20.54
A9+72
32.09 EXIST WSEXIST UGPEXIST UGPEXIST UGPEXIST UGPEXIST WEXIST TPROP & EXIST WEXIST TPROP 12"W(BEHIND)PROP 12"SDIE=30.2EXIST UGPPROP 12"SDIE=30.2EXISTING MANHOLE
KEPT IN PLACE
SSMH #5
IE(IN)8"(W)=21.88
IE(OUT)15"(E)=21.23
STA A9+72, 12' LT
RIM=32.31
312 LF 8" SDR 35 SS @ SLP=0.6%
328 LF 8" C900 SS @ SLP=1.
3
%
32.06
21.42
20.80
SSMH #6
IE(IN)8"(S)=21.65
IE(OUT)8"(E)=21.29
STA A9+75, 28' RT
RIM=32.50
SSMH #7
IE(IN)8"(W)=19.50
IE(IN)8"(E)=19.45
IE(OUT)8"(S)=19.45
STA A12+87, 28' RT
RIM=33.07
18-2251
SS-3
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 2ND ST
SEWER PLAN & PROFILE
STA A9+60 TO STA A14+00
JJM
BAW
TTT
52NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-3 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CL
SSMH #26,
SEE SHT SS-15
S 2ND ST
MATCHLINE STA A9+60SEE SHEET SS-2MATCHLINE STA A14+00SEE SHEET SS-4MATCHLINE STA A9+60SEE SHEET SS-2MATCHLINE STA A14+00SEE SHEET SS-4WHITWORTHAVE SSHATTUCKAVE SFOR CONTINUATION
SEE SHEET SS-19
1
12 TYP
10
10
10
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION AT
MAIN
COORDINATES
OF CO OR CPLG
305 S
2ND ST SEE SS-15 N:
E:
309 S
2ND ST SEE SS-15 N:
E:
315 S
2ND ST SEE SS-15 N:
E:
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION AT
MAIN
COORDINATES
OF CO OR CPLG
319 S
2ND ST SEE SS-15 N:
E:
321 S
2ND ST SEE SS-15 N:
E:
400 S
2ND ST NIC N:
E:
FOR CONTINUATION
SEE SHEET SS-15
10
10
1.CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
2.SPU CONDUIT AND APPURTENANCES SHALL
BE INSTALLED FOR FUTURE CATHODIC
PROTECTION SYSTEM (BY OTHERS), SEE
DETAILS, SHT CP-2
3.NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, AND 106
4.NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 405
5.CONNECT EXIST PIPE TO NEW PIPE W/
CPLG, SEE DETAIL 2, SHT SS-42
1
10
12
15
*SS NO. SPECIFIC TO THIS SHEET
15
8" C900 SS2526SPU PROPERTY
AT&T CRITICAL FIBER OPTIC,
PROTECT-IN-PLACE PER 1-07.17
CITY ROW
SPU PROPERTY
CITY ROW
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
4
4
321305
400 400
EXISTING SSMH
KEPT IN PLACE
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
STA A9+72
15
25' RT
25' RT
17' RT
18' RT
FOUND PREVIOUSLY
UNKNOWN LUMEN FO DUCT
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••34
33
3
4
34
34
3535
35
36
36
3635
3534
34
333333
CRPL #3 66" STL CRPL #3 66" STL CRPL #3 66" STL ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••8"C900 SD
8"DI SD8"DI SD12"PP SD
8"DI SD8"C900 SD12"C900 SD8" C90
0
S
SH0+00A14+00 A15+00 A16+00 A17+00 A18+00
8" C900 SS
8" C900 SS
8" SDR 35 SS2"PVC CONDUIT
2"PVC CONDUIT
STA A14+07, 27' RT
CPMH #5
1-30" MH FRAME & COVER
STA A14+07, 18' RT
CPJB #4
STA A15+25, 28' RT
CPMH #6
1-30" MH FRAME & COVER
STA A15+25, 18' RT
CPJB #5
STA A16+38, 18' RT
CPJB #6
STA A17+55, 17' RT
CPMH #8
1-30" MH FRAME & COVER
STA A17+51, 20' RT
SSMH #9
1-48" DIA MH
STA A17+82, 43' RT
SSMH #10
1-48" DIA MH
STA A16+39, 27' RT
CPMH #7
1-30" MH FRAME & COVER
STA A16+15, 29' RT
SSMH #8
1-48" DIA MH
STA A18+48, 53' RT
10
15
20
25
30
35
40
45
10
15
20
25
30
35
40
45
A14+00 A14+20 A14+40 A14+60 A14+80 A15+00 A15+20 A15+40 A15+60 A15+80 A16+00 A16+20 A16+40 A16+60 A16+80 A17+00 A17+20 A17+40 A17+60 A17+80 A18+00 A18+20 A18+40 A18+60 A18+80
136 LF 8" C900 SS @ S
L
P
=
2
.
1
%
24.53
24.53
24.43
A16+18, 29' RTEXIST SS (TO BE ABAN)PROP & EXIST SDIE=30.4EXIST GEXIST WEXIST GEXIST UGP, T & COMEXIST UGP, T & COMEXIST WPROP 12"SDSTA A14+4034.74
26.97
26.87
A17+36, 24'
SSMH #10
RIM=35.99
IE(IN)6"(S)=28.26
IE(OUT)8"(W)=27.99
115 LF 8" C900 SS @ SLP=0.9%
118
2.0%
SSMH #9
39 LF 8"
C900 SS @
SLP=1.5%
SSMH #9
IE(IN)8"(SE)=26.75
IE(OUT)8"(W)=26.67
STA A17+51, 20' RT
RIM=34.94
SSMH #10
IE(IN)6"(S)=27.69
IE(OUT)8"(NW)=27.34
STA A17+82, 43' RT
RIM=35.32SSMH #8
IE(IN)8"(E)=23.83
IE(IN)8"(S)=23.81
IE(OUT)8"(W)=23.79
STA A16+15, 29' RT
RIM=33.77
STA A16+18
18-2251
SS-4
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 2ND ST
SEWER PLAN & PROFILE
STA A14+00 TO STA A18+80
JJM
BAW
TTT
53NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-4 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CL
S 2ND STMATCHLINE STA A14+00SEE SHEET SS-3MATCHLINE STA A14+00SEE SHEET SS-3MORRIS AVE SFOR CONTINUATON
SEE SHEET SS-21
1
12 TYP
10
10
10
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION AT
MAIN
COORDINATES
OF CO OR CPLG
419 S
2ND ST A14+31 N:178534.22
E:1299675.40
507 S
2ND ST SEE SS-21 N:
E:
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION AT
MAIN
COORDINATES
OF CO OR CPLG
511 S
2ND ST A17+71 N:178535.75
E:1300002.42
513 S
2ND ST
A17+82
SSMH #10
N:178539.10
E:1300016.18
1 2
3
1.CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
2.PROPOSED SEWER MAY HAVE CONFLICT OR
SEQUENCE CONSTRAINT WITH EXISTING
UTILITY TO BE ABANDONED, CONTRACTOR
SHALL TAKE APPROPRIATE MEASURES TO
MAINTAIN THE FUNCTIONALITY OF THE
EXISTING UTILITY UNTIL SUCH TIME AS IT
CAN BE ABANDONED
2.SPU CONDUIT AND APPURTENANCES SHALL
BE INSTALLED FOR FUTURE CATHODIC
PROTECTION SYSTEM (BY OTHERS), SEE
DETAILS, SHT CP-2
3.NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, AND 106
4.NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 405
5.INSTALL SIDE SEWER PER CITY STD
DETAIL 406.1, 406.2, AND/OR 407 AND CO
IF SHOWN
1
2
10
12
13
*SS NO. SPECIFIC TO THIS SHEET
213
10
10 10
REMOVE
BLOCK WALL
113
27282929SPU PROPERTY
CITY ROW
SPU PROPERTY
CITY ROW
2
CONFIRM SIDE
SEWER CO PRIOR
TO CONSTRUCTION
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
CAP CONDUIT STUB MIN
2-FT BEYOND CPMH#8
4
4
4
419 507 511 513
COORDINATE CP STRUCTURE LOCATION WITH
ENGINEER AS NEAR AS PRACTICAL TO THE
EDGE OF RESTORATION EXTENTS
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
IE=27.23
IE=28.43
STA A18+48, 53' RT
IE=30.69
STA A17+36, 24' RT
STA A17+54, 21' RT
STA A16+38, 26' RT
STA A15+26
STA A15+26, 26' RT
STA A14+10, 26' RT
STA A14+10
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••37
37 37373737
37
38 3839
39
37
38
373937CRPL #3 66" STL CRPL #3 66" STL CRPL #3 66" STL•••••••••••••••••••••••••CRPL #3 66" STL
8"SS
A23+40A20+00 A21+00 A22+00 A23+00 12" C900 SS8" C900 SS
2"PVC CONDUIT
STA A19+95, 5' LT
SSMH #11
1-48" DIA MH
STA A23+25, 2' LT
CPJB #8
STA A23+19, 7' LT
SSMH #12
1-72" DIA MH
STA A19+90, 2' LT
CPJB #7
15
20
25
30
35
40
45
50
15
20
25
30
35
40
45
50
A19+20 A19+40 A19+60 A19+80 A20+00 A20+20 A20+40 A20+60 A20+80 A21+00 A21+20 A21+40 A21+60 A21+80 A22+00 A22+20 A22+40 A22+60 A22+80 A23+00 A23+20 A23+40
5' LT
30.20
37.22EXIST W (SPU)EXIST UGP, T & COMEXIST SS108" KC INTERCEPTORIE=4.0EXIST WEXIST UGPEXIST W324 LF 8" C900 SS @ SLP=0.5%
32.00
32.00
28.41
28.31
SSMH #11
IE(IN)8"(S)=30.09
IE(OUT)8"(E)=29.80
STA A19+95, 5' LT
RIM=37.14
SSMH #12
IE(IN)8"(W)=28.25
IE(IN)12"(E)=31.90
IE(IN)8"(S)=31.90
IE(OUT)12"(N)=28.15
STA A23+19, 7' LT
RIM=38.67
18-2251
SS-5
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 2ND ST
SEWER PLAN & PROFILE
STA A19+20 TO STA A23+40
JJM
BAW
TTT
54NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-5 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
1
EXIST GR @
ROW CL
SSMH #32,
SEE SHT SS-22
S 2ND ST
LOGAN AVE SBURNETT AVE S10
11
12 TYP
KING COUNTY INTERCEPTOR
TIE-IN, SEE DET SHT SS-40
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION AT
MAIN
COORDINATES
OF CO OR CPLG
526 S 2ND
ST NIC N:
E:
205 LOGAN
AVE S NIC N:
E:
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION AT
MAIN
COORDINATES
OF CO OR CPLG
655 S 2ND
AVE NIC N:
E:
150 LOGAN
AVE S NIC N:
E:
1.CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
2.SPU CONDUIT AND APPURTENANCES SHALL
BE INSTALLED FOR FUTURE CATHODIC
PROTECTION SYSTEM (BY OTHERS), SEE
DETAILS, SHT CP-2
3.REPLACE SURVEY MONUMENT PER CITY
STD DETAIL H031 AS REQUIRED FOR
CONSTRUCTION
4.NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, AND 106
5.NEW DROP SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, 402.2, AND 106
6.NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 405
7.CONNECT EXIST PIPE TO NEW PIPE W/
CPLG, SEE DETAIL 2, SHT SS-42
1
4
8
10
11
12
15
11
10
*SS NO. SPECIFIC TO THIS SHEET
15
15
8
PROTECT 12" SPU WATER IN PLACE,
DO NOT ALLOW EXIST PEA GRAVEL
BACKFILL TO UNRAVEL, BACKFILL PIPE
BEDDING PER SPU STD PLAN 350
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
4
150
655
COORDINATE CP STRUCTURE LOCATION WITH
ENGINEER AS NEAR AS PRACTICAL TO THE
EDGE OF RESTORATION EXTENTS
COORDINATE CP STRUCTURE LOCATION
WITH ENGINEER AS NEAR AS PRACTICAL TO
THE EDGE OF RESTORATION EXTENTS
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
CONC MON IN CASE
REESTABLISHED PER
DNR PERMIT 7373-18" T x 6" W
#31
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••
33
32
34
33
32
31
30 323131•••••••••••••••••••••••••••••••••••••••••••••••••
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••STA C3+06, 4' RT
SSMH #14
1-60" DIA MH
STA C2+53, 21' RT
CULVERT ACCESS
VAULT, SEE SHT SD-51
STA C1+82, 31' LT
SSMH #38
1-48" DIA MH
STA C2+56, 37' LT
SSMH #13
1-60" DIA MH
C0+00
C1+00 C2+00 C3+00 C4+00
E0+0
0
18" C900 SS
2
4
"
C
9
0
0
S
S
24" C900 SS
SAN SWR-ALIGN C
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
C0+00 C0+20 C0+40 C0+60 C0+80 C1+00 C1+20 C1+40 C1+60 C1+80 C2+00 C2+20 C2+40 C2+60 C2+80 C3+00 C3+20 C3+40 C3+60 C3+80 C4+00 C4+20 C4+40 C4+60 C4+80EXIST WEXIST FOEXIST WEXIST GEXIST WEXIST FOEXIST TEXIST TVEXIST GASEXIST UGP80 LF 18" PVC SS @ S
L
P
=
1
.
9
%65 LF
279 LF 24" PVC SS @ SLP=1.1%
32.67
STA C1+82
STA C2+56, 37' LT
32.19
23.93
25.50
(ABAN)
4' RT
31.95
74 LF 18" PVC SS @
S
L
P
=
2
.
0
%
62 LF 24" PVC SS
@ SLP=1.6%
SSMH #38
IE(IN)12"(W)=26.50
IE(OUT)18"(E)=25.40
STA C1+83, 31' LT
RIM=32.32
SSMH #14
IE(IN)24"(NW)=22.45
IE(OUT)24"(E)=22.37
STA C3+06, 6' RT
RIM=31.79
SSMH #13
IE(IN)18"(W)=23.90
IE(IN)8"(N)=25.45
IE(OUT)24"(SE)=23.45
IE(OUT)12"(E)=25.50
STA C2+62, 38' LT
RIM=31.95
18-2251
SS-6
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 3RD ST
SEWER PLAN & PROFILE
STA C0+00 TO STA C4+80
JJM
BAW
TTT
55NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-6 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
30" CL 50 DI PIPE
CASING WITH ZINC
COATING THROUGH
CULVERT, SEE SHT
SD-54
S 3RD ST
MATCHLINE STA C4+80SEE SHEET SS-7MATCHLINE STA C4+80SEE SHEET SS-7RAINIERAVE SSW SUNSET BLV
D
15
1
12 TYP
10
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
275 RAINIER
AVE S NIC N:
E:
101 SW
SUNSET BLVD NIC N:
E:
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
53 SW
SUNSET BLVD NIC N:
E:
307 RAINIER
AVE S NIC N:
E:
SSMH 2183
EXIST GR @
ROW CL
1.CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
2.NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, AND 106
3.NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 400.1, 405, AND 106
4.CONNECT EXIST PIPE TO NEW PIPE W/
CPLG, SEE DETAIL 2, SHT SS-42
1
10
12
15
10
*SS NO. SPECIFIC TO THIS SHEET
FOR CONTINUATION
SEE SHEET SS-28
10
10
303115
10
10
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
60
275
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
STA C2+83, 1' RT
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32
32 3131
32
32
32
32
32STOP12"C900 SD 12"C900 SD 12"C900 SD 12"C900 SD
STA C5+85, 6' RT
SSMH #15
1-60" DIA MH
C5+00 C6+00 C7+00 C8+00 C9+00
24" C900 SS24" C900 SS
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
C4+80 C5+00 C5+20 C5+40 C5+60 C5+80 C6+00 C6+20 C6+40 C6+60 C6+80 C7+00 C7+20 C7+40 C7+60 C7+80 C8+00 C8+20 C8+40 C8+60 C8+80 C9+00 C9+20 C9+40 C9+60
542
19.11
31.48 EXIST WEXIST WSEXIST UGPEXIST WSEXIST WSEXIST WSEXIST WSEXIST WSEXIST SDEXIST 12" SDIE=22.9EXIST SDEXIST UGP538 LF 24" C900 SS @ SLP=0.1%
SSMH #15
IE(IN)24"(W)=19.28
IE(OUT)24"(E)=19.01
STA C5+85, 6' RT
RIM=31.32
18-2251
SS-7
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 3RD ST
SEWER PLAN & PROFILE
STA C4+80 TO STA C9+60
JJM
BAW
TTT
56NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-7 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
1
EXIST GR @
ROW CL
S 3RD ST
MATCHLINE STA C4+80SEE SHEET SS-6MATCHLINE STA C9+60SEE SHEET SS-8MATCHLINE STA C4+80SEE SHEET SS-6MATCHLINE STA A9+60SEE SHEET SS-8FOR CONTINUATION
SEE SHEET SS-12
12 TYP
10
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
300 RAINIER
AVE S NIC N:
E:
107 S 3RD ST NIC N:
E:
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
111 S 3RD ST NIC N:
E:
125 S 3RD ST NIC N:
E:
COORDINATE WITH
GAS UTILITY
1.CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
2.NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, AND 106
3.NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 405
1
10
12
10
*SS NO. SPECIFIC TO THIS SHEET
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
250
112 112 112
300 107 111
115 125
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32
31
31
313218" PP SD18" PP SD
18" PP SD
24" PP SD18" PP SD12"P
P
S
D12"DI WSTA C11+22, 6' RT
SSMH #17
1-60" DIA MH
STA C12+73, 6' RT
SSMH #18
1-60" DIA MH
C10+00 C11+00 C12+00 C13+00 C14+00
24" C900 SS 8" SDR 35 SS8" SDR 35 SS24" C900 SS 24" C900 SS
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
C9+60 C9+80 C10+00 C10+20 C10+40 C10+60 C10+80 C11+00 C11+20 C11+40 C11+60 C11+80 C12+00 C12+20 C12+40 C12+60 C12+80 C13+00 C13+20 C13+40 C13+60 C13+80 C14+00 C14+20 C14+40
18.37
23.37
STA C11+28, 5' RT
31.38
17.87
17.77
147
318EXIST SDEXIST GEXIST WSEXIST WSEXIST WSEXIST 12"SDIE=27.6EXIST GEXIST UGPEXIST UGPEXIST 12"SDIE=22.1EXIST WCL=24.95EXIST TEXIST TEXIST UGPEXIST 12"SDIE=28.1PROP 18"SDIE=21.7PROP 18"SDIE=22.4151 LF 24" C900 SS @ SLP=0.4%
314 LF 24" PVC SS @ SLP=0.5%
0.7%
0.3%SSMH #17
IE(IN)24"(W)=18.43
IE(IN)8"(N)=23.26
IE(OUT)24"(E)=18.26
STA C11+22, 6' RT
RIM=31.27
SSMH #18
IE(IN)8"(N)=19.29
IE(IN)24"(W)=17.70
IE(OUT)24"(E)=17.48
STA C12+73, 6' RT
RIM=31.21 SHATTUCK AVE S18-2251
SS-8
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 3RD ST
SEWER PLAN & PROFILE
STA C9+60 TO STA C14+40
JJM
BAW
TTT
57NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-8 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
12
EXIST GR @
ROW CL
S 3RD ST
MATCHLINE STA C9+60SEE SHEET SS-7MATCHLINE STA C14+40SEE SHEET SS-9MATCHLINE STA C9+60SEE SHEET SS-7MATCHLINE STA C14+40SEE SHEET SS-91
14
FOR CONTINUATION
SEE SHEET SS-15
TYP
11
10
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
200 S 3RD ST SSMH 5205 N:
E:
201 S 3RD ST NIC N:
E:
205 S 3RD ST NIC N:
E:
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
207 S 3RD ST NIC N:
E:
301 S 3RD ST NIC N:
E:
305 S 3RD ST NIC N:
E:
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
309 S 3RD ST NIC N:
E:
1.CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
2.REPLACE SURVEY MONUMENT PER CITY
STD DETAIL H031 AS REQUIRED FOR
CONSTRUCTION
3.NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, AND 106
4.NEW DROP SSMH AS SHOWN PER CITY STD
DETAIL 400.0, 401, 402.2, AND 106
5.NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 405
6.GROUT NEW PIPE INTO EXIST SSMH W/
SANDED ADAPTER AND RE-CHANNEL SSMH,
SEE DETAIL 1, SHT SS-42
1
8
10
11
12
14
10
11
*SS NO. SPECIFIC TO THIS SHEET
8
32AT&T CRITICAL FIBER OPTIC,
PROTECT-IN-PLACE PER 1-07.17
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
200 200 212 300
201 205 207 305 309
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
28, 5'23 LFCONC. MON. IN CASE
REESTABLISHED PER DNR
PERMIT 7373-18"T x 6"W
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••33
33
33
33
34 343318" PP SD 18" PP SD18" PP SD 18" PP SD12" PP SD12"DI SD12"D
I
SD12"DI SD12"DI SD12"DI SD
12"DI WSTA C15+87, 6' RT
SSMH #19
1-60" DIA MH
C15+00 C16+00 C17+00 C18+00
24" C900 SS 24" C900 SS8" C900 SS24" C900 SS
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
C14+40 C14+60 C14+80 C15+00 C15+20 C15+40 C15+60 C15+80 C16+00 C16+20 C16+40 C16+60 C16+80 C17+00 C17+20 C17+40 C17+60 C17+80 C18+00 C18+20 C18+40 C18+60 C18+80
15.56
16.90
15.46
STA C15+92, 5' RT
RIM=33.11
305EXIST WSEXIST WSEXIST WEXIST GPROP WEXIST W(TO BE ABAN)EXIST & PROP SDEXIST WSEXIST GEXIST WSEXIST UGPPROP 12"SDIE=29.5PROP 12"SDIE=25.6PROP 18"SDIE=26.1312 LF 24" C900 SS @ SLP=0.1%
SSMH #19
IE(IN)24"(W)=15.94
IE(IN)8"(N)=16.79
IE(OUT)24"(E)=15.64
STA C15+87, 6' RT
RIM=32.94WHITWORTH AVE S18-2251
SS-9
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 3RD ST
SEWER PLAN & PROFILE
STA C14+40 TO STA C18+80
JJM
BAW
TTT
58NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-9 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CL
S 3RD ST1
MATCHLINE STA C14+40SEE SHEET SS-8MATCHLINE STA C18+80SEE SHEET SS-10MATCHLINE STA C14+40SEE SHEET SS-8MATCHLINE STA C18+80SEE SHEET SS-10FOR CONTINUATION
SEE SHEET SS-20
12 TYP
10
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
316 S 3RD ST C15+10 N:178072.38
E:1299433.34
322 S 3RD ST C15+17 N:178071.93
E:1299438.33
315 S 3RD ST NIC N:
E:
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
319 S 3RD ST NIC N:
E:
321 S 3RD ST NIC N:
E:
325 S 3RD ST NIC N:
E:
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
400 S 3RD ST SEE SS-20 N:
E:
401 S 3RD ST NIC N:
E:
405 S 3RD ST NIC N:
E:
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
410 S 3RD ST NIC N:
E:
413 S 3RD ST NIC N:
E:
415 S 3RD ST NIC N:
E:
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
422 S 3RD ST NIC N:
E:
423 S 3RD ST NIC N:
E:
1
2
1.CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
2.NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, AND 106
3.NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 405
4.INSTALL SIDE SEWER PER CITY STD
DETAIL 406.1, 406.2, AND/OR 407 AND CO
IF SHOWN
1
10
12
13
10
*SS NO. SPECIFIC TO THIS SHEET
13 2
13 1 8" C900 SS33CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
316 400 410 422
315 319 321 325 401 405 413 415 423
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
92, 5'
IE:25.70
IE:26.26
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••34
34
35
35
35
3636
363612" PP SD
12" C900 SD18" PP SD
12"DI SD12" PP SD12" PP SD6" SD
12"DI SD
12"DI SD8
"
D
I
SD
12" DI S
D
STA C18+99, 8' RT
SSMH #20
1-48" DIA MH
C19+00 C20+00 C21+00 C22+00 C23+00
24" C900 SS 24" C900 SS8" SDR 35 SS24" C900 SS
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
C18+80 C19+00 C19+20 C19+40 C19+60 C19+80 C20+00 C20+20 C20+40 C20+60 C20+80 C21+00 C21+20 C21+40 C21+60 C21+80 C22+00 C22+20 C22+40 C22+60 C22+80 C23+00 C23+20 C23+40 C23+60
606EXIST UGPEXIST TEXIST UGPEXIST WSEXIST WSEXIST GEXIST WSEXIST W(TO BE ABAN)PROP WEXIST GEXIST TEXIST UGPEXIST UGPPROP 12"SDIE=33.2EXIST & PROP SDEXIST WEXIST G15.16
15.06
STA C18+97, 7' RT
33.84 PROP 12"SDIE=30.0603 LF 24" C900 SS @ SLP=0.1%
SSMH #20
IE(IN)24"(W)=15.34
IE(IN)8"(N)=23.58
IE(OUT)24"(E)=15.27
STA C18+99, 8' RT
RIM=33.66MORRIS AVE S18-2251
SS-10
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 3RD ST
SEWER PLAN & PROFILE
STA C18+80 TO STA C23+60
JJM
BAW
TTT
59NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-10 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CL
S 3RD ST
MATCHLINE STA C18+80SEE SHEET SS-9MATCHLINE STA C23+60SEE SHEET SS-11MATCHLINE STA C18+80SEE SHEET SS-9MATCHLINE STA C23+60SEE SHEET SS-11LOGAN AVE S1
12 TYP
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
280 MORRIS
AVE S SEE SS-21 N:
E:
503 S 3RD ST NIC N:
E:
504 S 3RD ST SEE SS-21 N:
E:
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
505 S 3RD ST NIC N:
E:
507 S 3RD ST NIC N:
E:
509 S 3RD ST NIC N:
E:
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
601 S 3RD ST NIC N:
E:
613 S 3RD ST NIC N:
E:
1.CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
2.REPLACE SURVEY MONUMENT PER CITY
STD DETAIL H031 AS REQUIRED FOR
CONSTRUCTION
3.NEW DROP SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, 402.2 AND 106
4.NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 405
1
8
11
12
SMITHERSAVE S*SS NO. SPECIFIC TO THIS SHEET
11
11
88" SDR 35 SS3480CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
505 507
509
601
280 504 510
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
CONC. MON. IN CASE REESTABLISHED
PER DNR PERMIT 7373-18"T x 6"W
CONC. MON. IN CASE REESTABLISHED
PER DNR PERMIT 7373-18"T x 6"W
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••37
37 38 3839
CRPL
#
3
6
6
"
S
T
L
CRPL
#
2
5
1
.
5
"
S
T
L
STA C25+03, 5' RT
SSMH #22 DROP
1-72" DIA MH
SEE DET 1, SHT SS-41
C24+00 C25+00 C26+00 C26+15
-5
0
5
10
15
20
25
30
35
40
-5
0
5
10
15
20
25
30
35
40
C23+60 C23+80 C24+00 C24+20 C24+40 C24+60 C24+80 C25+00 C25+20 C25+40 C25+60 C25+80 C26+00
14.72
37.86EXIST WS2.0%EXIST G43 LF 24" PVC SS @
SLP=1.9%
SSMH KCMH R01-17
IE(IN)24"(NW)=8.50
IE(OUT)108"(S)=4.00
STA A22+35, 590' RT
RIM=38.14
SSMH #22
IE(IN)24"(W)=14.40
IE(OUT)24"(SE)=9.29
STA C25+03, 5' RT
RIM=37.75 BURNETT AVE S18-2251
SS-11
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 3RD ST
SEWER PLAN & PROFILE
STA C23+60 TO STA C26+15
JJM
BAW
TTT
60NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-11 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
1
EXIST GR @
ROW CL
S 3RD ST
MATCHLINE STA C23+60SEE SHEET SS-10MATCHLINE STA C23+60SEE SHEET SS-1012 TYP
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
617 S 3RD ST NIC N:
E:
700 S 3RD ST NIC N:
E:
300 BURNETT
AVE S NIC N:
E:
1.CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
2.REPLACE SURVEY MONUMENT PER CITY
STD DETAIL H031 AS REQUIRED FOR
CONSTRUCTION
3.NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 405
1
8
12
*SS NO. SPECIFIC TO THIS SHEET
DETAIL 1
SCALE: 1"=5'
KING COUNTY
INTERCEPTOR TIE-IN
CLOCK TOWER CANOPY
40PROTECT CLOCK
TOWER IN PLACE OR
REMOVE AND REPLACE.
IF FOUNDATION IS
DAMAGED, PROVIDE
STAMPED AND SIGNED
FOUNDATION DESIGN
DRAWINGS
KING COUNTY
MANHOLE R01-17
CONNECTION
CLOCK TOWER FOOTING
1
-
2
SS-41
PREVIOUSLY
ABANDONED SHORING
MAY BE ENCOUNTERED
IN THE VICINITY OF
KING COUNTY EASTSIDE
INTERCEPTOR, REMOVE
AND DISPOSE AS
NEEDED TO COMPLETE
THE WORK
8
CLOCK TOWER
SCALE: NTS
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
GAS WILL BE
DEACTIVATED BY PSE
PRIOR TO CONSTRUCTION
613 617
700
290
280
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
CONC. MON. IN CASE REESTABLISHED
PER DNR PERMIT 7417- 18"T x 6"W
•••••••••••••••••••••••••••••••••••••••••••••3232STOP12"C900 SD12"C900 SDSTA E2+63, 0' RT
SSMH #23
1-48" DIA MH
STA E1+78, 0' LT
SSMH #39
1-48" DIA MH
E
2
+
0
0
E3+00 E4+00 E5+008" SDR 35 SS
8
"
S
D
R
3
5
S
S
24" C900 SS10
15
20
25
30
35
40
10
15
20
25
30
35
40
E1+00 E1+20 E1+40 E1+60 E1+80 E2+00 E2+20 E2+40 E2+60 E2+80 E3+00 E3+20 E3+40 E3+60 E3+80 E4+00 E4+20 E4+40 E4+60 E4+80 E5+00
25.10
25.26
248 LF 8" PVC SS @ SLP=0.4%
250EXIST SSEXIST SDEXIST 12 & 18"SDEXIST 12"SDEXIST TEXIST UGPEXIST 12"SDEXIST 8"WEXIST WEXIST TEXIST UGPEXIST UGP0.4%
87 LF 8" SDR 35 SS @ SLP=0.5%248 LF 8" SDR 35 SS @ SLP=0.4%
SSMH #39
IE(IN)6"(NW)=25.53
IE(OUT)8"(NE)=25.36
STA E1+78, 0' LT
RIM=32.55
SSMH #23
IE(IN)8"(SW)=24.97
IE(IN)6"(S)=25.06
IE(OUT)8"(N)=24.96
STA E2+65, 0' LT
RIM=31.15
18-2251
SS-12
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
PARKING LOT EASEMENT
SEWER PLAN & PROFILE
STA E1+00 TO STA E5+00
JJM
BAW
TTT
61NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-12 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
PIPE CLS 3RD STMATCHLINE STA F5+00SEE SHEET SS-13CONTINUATION
SEE SHEET SS-6
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION AT
MAIN
COORDINATES
OF CO OR CPLG
230 RAINIER
AVE S E3+38 N:
E:
250 RAINIER
AVE S
E1+77
SSMH#39
N:
E:
112 S 3RD
ST
E2+63
SSMH#23
N:
E:
UNKNOWN E2+12 N:
E:
1
2
3
4
152
134
1.PROPOSED SEWER MAY HAVE CONFLICT OR
SEQUENCE CONSTRAINT WITH EXISTING
UTILITY TO BE ABANDONED, CONTRACTOR
SHALL TAKE APPROPRIATE MEASURES TO
MAINTAIN THE FUNCTIONALITY OF THE
EXISTING UTILITY UNTIL SUCH TIME AS IT
CAN BE ABANDONED
2.CONDUCT SITE SPECIFIC UTILITY
POTHOLING IN ADVANCE OF
CONSTRUCTION TO CONFIRM LOCATION
AND ELEVATION OF EXIST UTILITY
3.NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, AND 106
4.NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 405
5.INSTALL SIDE SEWER PER CITY STD
DETAIL 406.1, 406.2, AND/OR 407 AND CO
IF SHOWN
6.CONNECT EXIST PIPE TO NEW PIPE W/
CPLG, SEE DETAIL 2, SHT SS-42
7.COORDINATE WORK IN PARKING LOTS
WITH PROPERTY OWNERS. MAINTAIN
ACCESS AND MINIMIZE CONSTRUCTION
IMPACT TO THE GREATEST EXTENT
FEASIBLE. ANY DAMAGE BEYOND EXTENTS
SHOWN SHALL BE REPAIRED AT THE
CONTRACTOR'S EXPENSE
8.COORDINATE LIGHT REMOVAL AND
REPLACEMENT WITH PROPERTY OWNER
9.EXISTING SSMH IE=23.9. PLACE AND
COMPACT ADDITIONAL FOUNDATION
MATERIAL AS REQ'D TO SET NEW SSMH
AT IE SHOWN
2
10
12
13
*SS NO. SPECIFIC TO THIS SHEET
12 TYP
10
BURIED DEBRIS AND
CONTAMINATED SOILS
PREVIOUSLY ENCOUNTERED
IN THIS AREA, REMOVE
AND DISPOSE IN
ACCORDANCE WITH SPECS
15
32
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
250
112
300
153
33
3
3
10
3
3
131
10
10
REPLACE FENCE
IN KIND
COORDINATE WITH CITY
DURING CONSTRUCTION
TO DETERMINE IF SIDE
SEWER IS ACTIVE PRIOR
TO RECONNECTING
20
20
19
21
19
20
21
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
INACTIVE SS CUT
AND CAPPED
CONNECTED 52' S OF
SSMH #23, 3'8" DEEP
FOUND ECOLOGY
BLOCK AT WATER
MAIN 4-FT DEEP
•••••••••••••••••••••••••••••32
32
31
32
NO PARKINGPARKING FIRE LANEFIRE LANE NO PARKING FIRE LANE NO PARKINGNO PARKING FIRE LANENO PARKING FIRE LANESTOP
3
2
32
CRPL#3 66" STL
CRPL#2 51.5" STL
CRPL#1 66" STLCRPL#1 66" STL
CRPL#2 51.5" STL
CRPL#3 66" STL ••••••••••••••••••••••••••••••••••••••••••••••••••••••••STA E5+94, 1' LT
SSMH #24
1-48" DIA MH
STA E5+13, 0' RT
SSMH #6476
1-48" DIA MH
E5+00E6+00 E7+00 E8+00
8" C900 SS8" C900 SS
EXIST SSMH 6476
IE(IN)8"(S)=23.93
IE(IN)8"(W)=25.91
IE(OUT)12"(N)=23.93
STA E5+13, 0' LT
RIM=31.73
10
15
20
25
30
35
40
10
15
20
25
30
35
40
E5+00 E5+20 E5+40 E5+60 E5+80 E6+00 E6+20 E6+40 E6+60 E6+80 E7+00 E7+20 E7+40 E7+60 E7+80 E8+00
0.1%
25.70
0.4%EXIST 42" SDEXIST WEXIST UGPEXIST UGPEXIST UGP81 LF 12" CIPP SS @ SLP=0.4%237 LF 12" CIPP SS @ SLP=0.1%
31.56
SSMH #24
IE(IN)12"(S)=23.57
IE(OUT)12"(E)=23.61
IE(OUT)8"(NW)=24.60
STA E5+94, 1' LT
RIM=31.45
23.70
23.70
24.80
18-2251
SS-13
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
PARKING LOT EASEMENT
SEWER PLAN & PROFILE
STA E5+00 TO STA E8+00
JJM
BAW
TTT
62NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-13 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
S 2ND ST
234 LF 12" CIPP SS
78 LF 12" CIPP SS6.NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, AND 106
6.GROUT NEW PIPE INTO EXIST SSMH W/
SANDED ADAPTER AND RE-CHANNEL SSMH,
SEE DETAIL 1, SHT SS-42
7.CONNECT EXIST PIPE TO NEW PIPE W/
CPLG, SEE DETAIL 2, SHT SS-42
8.DO NOT REINSTATE INACTIVE SERVICE
LATERAL
MATCHLINE STA E8+00SEE SHEET SS-1410
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE MATCHLINE STA E8+00SEE SHEET SS-14EXIST 12" CLAY EXIST 12" CLAY
17
17
17
17
17
17
EXIST GR @
ROW CL
15
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
101 S 2ND ST SSMH
#6476
N:
E:
*SS NO. SPECIFIC TO THIS SHEET
10
TYP
10
15
17
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
203
MATCHLINE STA E5+00
SEE SHEET SS-12
MATCHLINE STA E5+00SEE SHEET SS-1214
14
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
•••••••••••••••••••••••••••••••••••••••••••••••••3
3
32
3232
32
31
32
31NO PARKING FIRE LANENO PARKINGNO PARKINGNO PARKING FIRE LANE3
2
3231
32
32CRPL#3 66" STL
CRPL
#
1
6
6
"
S
T
L
CRPL
#
2
5
1
.
5
"
S
T
L •••••••••••••••••••••••••••••••••••••12"PP SD
8"
D
I
S
D
TS
TS
TSSTA E11+41, 0' RT
SSMH #0066
IE=21.6 S
IE=21.6 SE (ABAND)
IE=22.7 NW
STA E9+95, 1' RT
SSMH #26
1-48" DIA MH
STA E8+30, 1' LT
SSMH #25
1-48" DIA MH
E11
+
5
1
E8+00
E9+00
E10+
0
0
E11+
0
0
SSMH #0066
IE(IN)12"(W)=22.72
IE(OUT)8"(S)=22.05
STA F2+33, 8' RT=
STA E11+41, 0' LT
RIM=31.71
10
15
20
25
30
35
40
10
15
20
25
30
35
40
E8+00 E8+20 E8+40 E8+60 E8+80 E9+00 E9+20 E9+40 E9+60 E9+80 E10+00 E10+20 E10+40 E10+60 E10+80 E11+00 E11+20 E11+40 E11+60
23.40
31.68EXIST SDEXIST SDEXIST UGP & GEXIST SDEXIST TEXIST WEXIST UGP165 LF 12" CIPP SS @ SLP=0.2%146 LF 12" CIPP SS @ SLP=0.2%
SSMH #25
IE(IN)12"(W)=23.46
IE(IN)6"(S)=24.07
IE(OUT)12"(E)=23.36
STA E8+30, 1' LT
RIM=31.61
SSMH #26
IE(IN)12"(W)=23.00
IE(OUT)12"(E)=23.00
STA E9+95, 1' RT
RIM=32.05
21.60
18-2251
SS-14
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
PARKING LOT EASEMENT
SEWER PLAN & PROFILE
STA E8+00 TO STA E11+60
JJM
BAW
TTT
63NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-14 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
S 2ND
S
T
165 LF 12"
C
I
P
P
S
S
1.NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, AND 106
2.GROUT NEW PIPE INTO EXIST SSMH
W/SANDED ADAPTER AND RE-CHANNEL
SSMH, SEE DETAIL 1, SHT SS-42
3.CONNECT EXIST PIPE TO NEW PIPE W/
CPLG, SEE DETAIL 2, SHT SS-42
4.DO NOT REINSTATE INACTIVE SERVICE
LATERAL
10
15
MATCHLINE STA E8+00SEE SHEET SS-13SHATTUCK AVE SFOR CONTINUATIONSEE SHEET SS-3FOR CONTINUATION
SEE SHEET SS-15SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION AT
MAIN
COORDINATES
OF CO OR CPLG
203 S 2ND ST E3+20
SSMH 25
N:178534.78
E:1298901.831
14
1
144 L
F
1
2
"
C
I
P
P
S
S
15
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILEMATCHLINE STA E2+80SEE SHEET SS-13EXISTING PIPE STUB AT MH
IS OFFSET, SEE CCTV
FOOTAGE
EXCAVATE, RE-ALIGN, AND
BACKFILL EXISTING PIPE
STUB AND REPLACE CPLG
W/ ROMAC 501 BEFORE
CIPP IS INSTALLED TO
PREVENT WRINKLING
EXIST 12" CLAY EXIST 12" CLAY
EXIST GR @
ROW CL
17
10
10
15
SSMH #6
SEE SHT SS-3
SSMH #26
SEE SHT SS-15
SPU ROW
14
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
211
10
10
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••323333323232
32
32
32
31
3
2 CRPL#2 51.5" STLCRPL#1 66" STLCRPL#3 66" STLCRPL#1 66" STLCRPL#2 51.5" STL•••••••••••••••••••••••FO DUCTFO DUCT18" PP SD 18" PP SD 18" PP SD12"PP SD12"PP SD12"PP SD15"PP SD8" DI SD12"DI W12"DI W12"DI W12"DI WTSTS
TSTS
TSTS
STA F4+43, 8' RT
SSMH #28
1-48" DIA MH
STA F1+60, 1' LT
SSMH #27
1-48" DIA MH
E11+51E11+00F1+00 F2+00 F3+00 F4+00 F5+00
8" SDR 35 SS8" SDR 35 SS2"PVC CONDUIT10
15
20
25
30
35
40
10
15
20
25
30
35
40
F0+80 F1+00 F1+20 F1+40 F1+60 F1+80 F2+00 F2+20 F2+40 F2+60 F2+80 F3+00 F3+20 F3+40 F3+60 F3+80 F4+00 F4+20 F4+40 F4+60 F4+80 F5+00 F5+20 F5+40 F5+60
20.76
STA F4+43, 8' RT21.00
STA F1+60, 1' LT
0.4%EXIST TEXIST WEXIST TEXIST COMEXIST & PROP SDEXIST UGPEXIST UGPEXIST SD(TO BE ABAN)EXIST UGPEXIST TEXIST W21.42
20.80
32.06
0.7%PROP 8"SDIE=29.3PROP SDPROP 12"SDIE=27.1PROP WSSMH #5
IE(IN)8"(W)=21.88
IE(OUT)15"(E)=21.23
STA F0+88, 1' LT
RIM=32.31
34 LF 8" SDR 35 SS
@ SLP=1.0%
SSMH #0066
IE(IN)12"(W)=22.72
IE(OUT)8"(S)=22.05
STA F2+33, 8' RT
RIM=31.71
210 LF 8" SDR 35 SS @ SLP=0.7%
213 LF 8" SDR 35 SS @ SLP=0.6%
20.87
20.54
32.09
EXISTING MANHOLE
KEPT IN PLACE
IE(IN)6"(E)=21.94 21.10
0.4%
SSMH #27
IE(OUT)8"(N)=21.99
STA F1+62, 3' LT
RIM=31.92 SSMH #28
IE(IN)8"(N)=20.59
IE(OUT)8"(S)=20.57
STA F4+43, 6' RT
RIM=31.96
SSMH #6
IE(IN)8"(S)=21.65
IE(OUT)8"(E)=21.29
STA A9+75, 28' RT
RIM=32.50
1' LT
21.60
18-2251
SS-15
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
SHATTUCK AVE S
SEWER PLAN & PROFILE
STA F0+00 TO STA F5+60
JJM
BAW
TTT
64NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-15 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
SSMH #6,
SEE SHT SS-3
EXIST GR @
ROW CLS 2ND STMATCHLINE STA F5+60SEE SHEET SS-16SHATTUCK AVE S
MATCHLINE STA F5+60SEE SHEET SS-1612 TYP
10
10
1
2
2 13
3 13
4 13
5 13
6 13
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
305, 309, 315,
319 & 321 S
2ND ST
F1+60
SSMH #27
N:178526.70
E:1299237.56
211 SHATTUCK
AVE S F2+58 N:178440.86
E:1299182.65
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
220 SHATTUCK
AVE S F3+65 N:
E:
211 SHATTUCK
AVE S F4+23 N:
E:
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
300 S 3RD ST F5+05 N:178200.09
E:1299216.61
212 S 3RD ST F5+34 N:178164.48
E:1299177.23
1
2
3
4
5
6
1.CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
2.PROPOSED SEWER MAY HAVE CONFLICT OR
SEQUENCE CONSTRAINT WITH EXISTING
UTILITY TO BE ABANDONED, CONTRACTOR
SHALL TAKE APPROPRIATE MEASURES TO
MAINTAIN THE FUNCTIONALITY OF THE
EXISTING UTILITY UNTIL SUCH TIME AS IT
CAN BE ABANDONED
6.NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, AND 106
7.NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 405
8.INSTALL SIDE SEWER PER CITY STD
DETAIL 406.1, 406.2, AND/OR 407 AND CO
IF SHOWN
9.GROUT NEW PIPE INTO EXIST SSMH W/
SANDED ADAPTER AND RE-CHANNEL SSMH,
SEE DETAIL 1, SHT SS-42
1
2
10
12
13
14
FOR CONTINUATION
SEE SHEET SS-2
FOR CONTINUATION
SEE SHEET SS-3
*SS NO. SPECIFIC TO THIS SHEET
FOR CONTINUATION
SEE SHEET SS-14
10
10
131
14
REPLACE SS
TO GUTTER
10
SPU ROW5555AT&T CRITICAL FIBER
OPTIC PROTECT-IN-PLACE
PER 1-07.17
CITY ROWSPU ROWCITY ROW
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'5453211
220 300
212
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
STORM
LATERAL,
REROUTED TO
SDMH #2
IE: 23.43 IE: 24.32 IE: 23.04
IE: 26.51
IE: 25.20
IE: 25.22
AT&T CRITICAL FIBER
OPTIC PROTECT-IN-PLACE
PER 1-07.17
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••313131
18" PP SD 18" PP SD24" PP SD12"PP SD12"C900 SD12"DI W
F6+00 F7+00 F8+00
8" SDR 35 SS
10
15
20
25
30
35
40
10
15
20
25
30
35
40
F5+60 F5+80 F6+00 F6+20 F6+40 F6+60 F6+80EXIST WEXIST 12"SDIE=26.0EXIST UGP17.87
17.77EXIST SS (TO BE ABAN)EXIST TSSMH #18
IE(IN)8"(N)=19.29
IE(IN)24"(W)=17.70
IE(OUT)24"(E)=17.48
STA C12+73, 6' RT
RIM=31.21
STA F6+55, 1' RT
18-2251
SS-16
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
SHATTUCK AVE S
SEWER PLAN & PROFILE
STA F5+60 TO STA F6+80
JJM
BAW
TTT
65NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-16 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CLS 3RD STSHATTUCK AVE S
MATCHLINE STA F5+60SEE SHEET SS-15MATCHLINE STA F5+60SEE SHEET SS-1512 TYP
1
FOR CONTINUATION
SEE SHEET SS-8
FOR CONTINUATION
SEE SHEET SS-8
SSMH #18,
SEE SHT SS-8
1.CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
2.REPLACE SURVEY MONUMENT PER CITY
STD DETAIL H031 AS REQUIRED FOR
CONSTRUCTION
3.NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, AND 106
4.NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 405
1
8
10
12
10 21" SDR 35 SS24" C900 SS8
8" SDR 35 SS
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
301
207
212
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
CONC. MON. IN CASE REESTABLISHED
PER DNR PERMIT 7373-18"T x 6"W
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••333433
3333
33
33
CRPL #2 51.5" STLCRPL#3 66" STLCRPL#1 66" STL••••••••••••••••••••••••••••••••••••••FO DUCTFO DUCT12" PP SD
8"DI SD8
"
D
I
S
D12"DI SD8"DI SD 8"DI SD12"DI W
12"DI W12"DIWTSTSTSTS TS TS
G0+00 G1+00 G2+00 G3+008" C900 SS8" C900 SS8" SDR 35 SS10
15
20
25
30
35
40
10
15
20
25
30
35
40
G0+00 G0+20 G0+40 G0+60 G0+80 G1+00 G1+20 G1+40 G1+60 G1+80 G2+00 G2+20 G2+40 G2+60 G2+80 G3+00 G3+20
0.4%EXIST 66"W (SPU)EXIST 12"SDIE=28.4EXIST UGP & TEXIST WS(TO BE REMOVED)EXIST 51.5"W (SPU)EXIST 12"SDIE=28.719.21
19.21
19.11
33.23 EXIST WSEXIST & PROP WEXIST 6"SDIE=29.8PROP FHPROP WSPROP 12"SDIE=30.4PROP 8"SDIE=30.8EXIST 2"GEXIST 2"G366 LF 8" C900 SS @ SLP=0.5%SSMH #7
IE(IN)8"(W)=19.50
IE(IN)8"(E)=19.45
IE(OUT)8"(S)=19.45
STA A12+87, 28' RT
RIM=33.07 3'-0"18-2251
SS-19
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
WHITWORTH AVE S
SEWER PLAN & PROFILE
STA G0+00 TO STA G3+20
JJM
BAW
TTT
66NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-19 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CL
WHITWORTH AVE S
MATCHLINE STA G3+20SEE SHEET SS-20MATCHLINE STA G3+20SEE SHEET SS-2012 TYP
1
S 2ND STSIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION AT
MAIN
COORDINATES
OF CO OR CPLG
215
WHITWORTH
AVE S
G2+65 N:
E:
220
WHITWORTH
AVE S
G3+15 N:
E:
1
2
13 1
13 2
SSMH #7, SEE SHT SS-3
1.CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
2.NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, AND 106
3.NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 405
4.INSTALL SIDE SEWER PER CITY STD
DETAIL 406.1, 406.2, AND/OR 407 AND CO
IF SHOWN
1
10
12
13
FOR CONTINUATION
SEE SHEET SS-3
FOR CONTINUATION
SEE SHEET SS-3
*SS NO. SPECIFIC TO THIS SHEET
10
5' MIN
PROTECT SPU WATER IN PLACE PER
1-07.17, DO NOT ALLOW EXIST PEA
GRAVEL BACKFILL TO UNRAVEL,
BACKFILL PIPE BEDDING PER SPU
STD PLAN 350
REPLACE SS
TO GUTTER
SPU ROWSPU ROW14CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'5960319 215
220
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
IE=28.78
IE=29.06
SEE SS-20 FOR SIDE
SEWER CONNECTION
APPROX. EXTENT OF
CASING
••••••••••••••••••••••••••33333333
33••••••18" PP SD18" PP SD12" PP SD 12" PP SD
12"D
I
S
D
12"DI SD12"DI SD12"DI W
G4+00 G5+00 G6+00G6+00
24" C900 SS24" C900 SS8" C900 SS
STA G3+94, 2' RT
SSMH #29
1-60" DIA MH
5
10
15
20
25
30
35
5
10
15
20
25
30
35
G3+20 G3+40 G3+60 G3+80 G4+00 G4+20 G4+40 G4+60 G4+80 G5+00 G5+20 G5+40 G5+60 G5+80 G6+00
0.4%
26.40
17.55
STA G3+95, 0' LT
32.97 EXIST WSEXIST GEXIST WSEXIST UGPEXIST WEXIST TEXIST UGPEXIST UGPEXIST & PROP SD15.56
16.90
15.46
33.11EXIST GPROP 12"SDIE=26.7PROP 18"SDIE=23.0164 LF 8" C900 SS @ SLP=0.5%
SSMH #29
IE(IN)8"(N)=17.71
IE(IN)8"(E)=26.18
IE(OUT)8"(S)=17.57
STA G3+94, 2' RT
RIM=32.74
SSMH #19
IE(IN)24"(W)=15.94
IE(IN)8"(N)=16.79
IE(OUT)24"(E)=15.64
STA C15+87, 6' RT=
STA G5+58, 5' RT
RIM=32.94
STA G5+58, 0' LT17.65
18-2251
SS-20
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
WHITWORTH AVE S
SEWER PLAN & PROFILE
STA G3+20 TO STA G6+00
JJM
BAW
TTT
67NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-20 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CL
WHITWORTH AVE S
MATCHLINE STA G3+20SEE SHEET SS-19MATCHLINE STA G3+20SEE SHEET SS-19S 3RD ST1
SSMH #19,
SEE SHT SS-9
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
316 3RD ST G3+75 N:
E:
400 S 3RD ST G4+52 N:178140.56
E:1299526.46
220 S 3RD ST G4+40 N:178254.92
E:1299530.19
1
2
3
113
FOR CONTINUATION
SEE SHEET SS-9
FOR CONTINUATION
SEE SHEET SS-9
11
1.CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
2.NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401 AND 106
3.NEW DROP SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, 402.1, 402.2, AND 106
4.NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 405
5.INSTALL SIDE SEWER PER CITY STD
DETAIL 406.1, 406.2 AND/OR 407 AND CO
IF SHOWN
6.CONNECT EXIST PIPE TO NEW PIPE W/
CPLG, SEE DETAIL 2, SHT SS-42
1
10
11
12
13
15
11
2
*SS NO. SPECIFIC TO THIS SHEET
12 TYP
10
15
13
38REPLACE SS
TO GUTTER
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'15400 401
325
321
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
IE=26.09
SEE SS-19 FOR
CONNECTION
3
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••343
5 35343433
33
3333
CRPL #3 66" STL••••••••••••••••••••••••••••8"C900 SD 8"DI SD8"DI SD 12"C900 SDH0+00 H1+00 H2+008" C900 SS8" SDR 35 SS
8" C900 SS8" SDR 35 SS2"PVC CONDUITSTA H2+21, 13' LT
SSMH #30
1-48" DIA MH
15
20
25
30
35
40
45
15
20
25
30
35
40
45
H0+00 H0+20 H0+40 H0+60 H0+80 H1+00 H1+20 H1+40 H1+60 H1+80 H2+00 H2+20 H2+40
0.4%EXIST WEXIST UGPEXIST TEXIST UGPEXIST & PROP SDEXIST WEXIST TEXIST TEXIST UGP24.53
24.53
24.43
192 LF 8" SDR 35 SS @ SLP=0.8%
SSMH #30
IE(OUT)8"(N)=25.29
STA H2+21, 13' LT
RIM=33.22
SSMH #8
IE(IN)8"(E)=23.83
IE(IN)8"(S)=23.81
IE(OUT)8"(W)=23.79
STA A16+15, 29' RT=
STA H0+29, 13' LT
RIM=33.77
15' LT •••••••••••••••••••••••••••••••••••••••••••••••••••3434
33 3412" C900 SD
18" PP SD12" PP SD12" PP SD12" PP SD
12"D
I
S
D12"DI SD12"DI SDH4+00 H5+00
8" SDR 35 SS 24" C900 SS24" C900 SSSTA H3+99, 12' RT
SSMH #31
1-48" DIA MH
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
H3+80 H4+00 H4+20 H4+40 H4+60 H4+80 H5+00 H5+20 H5+40 H5+60 H5+80
33.78PROP & EXIST SDEXIST UGPEXIST W1.3%
15.16
15.06
STA H5+62, 11' RT
33.84PROP 18"SDIE=26.1PROP 12"SDIE=26.8164 LF 8" SDR 35 SS @ SLP=1.2
%
SSMH #20
IE(IN)24"(W)=15.34
IE(IN)8"(N)=23.58
IE(OUT)24"(E)=15.27
STA C18+99, 8' RT
RIM=33.66
SSMH #31
IE(OUT)8"(S)=25.63
STA H3+99, 12' RT
RIM=33.38
18-2251
SS-21
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
MORRIS AVE S
SEWER PLAN & PROFILE
STA H0+00 TO STA H5+80
JJM
BAW
TTT
68NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-21 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CL
MORRIS AVE S
S 2ND STMORRIS AVE S S 3RD STEXIST GR @
ROW CL
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
TYP 1
SSMH #8,
SEE SHT SS-4
SSMH #20,
SEE SHT SS-10
12 TYP
10
10
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION AT
MAIN
COORDINATES
OF CO OR CPLG
507 S 2ND ST H0+80 N:178500.72
E:1299869.05
419 S 2ND ST H0+84 N:178516.86
E:1299820.85
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION AT
MAIN
COORDINATES
OF CO OR CPLG
211 MORRIS
AVE S H1+56 N:178435.90
E:1299818.74
280 MORRIS
AVE S, 504 S
3RD ST
UNK N:178182.83
E:1299852.26
1
2
3
4
2 13 3 13
FOR CONTINUATION
SEE SHEET SS-9
FOR CONTINUATION
SEE SHEET SS-10
FOR CONTINUATION
SEE SHEET SS-4
FOR CONTINUATION
SEE SHEET SS-4
1.CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
2.NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, AND 106
3.NEW DROP SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, 402.2, AND 106
4.NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 405
5.INSTALL SIDE SEWER PER CITY STD
DETAIL 406.1, 406.2 AND/OR 407 AND CO
IF SHOWN
1
10
11
12
13
1010
*SS NO. SPECIFIC TO THIS SHEET
1110
134
DISTANCE BETWEEN SIDE SEWER
AND EXIST MAIN IS UNKNOWN,
CONTRACTOR TO LOCATE, REMOVE
BEND TO MAKE STRAIGHT SS
CONNECTION TO NEW SEWER
1 13
TYPTYP
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
20100 40 60
PLAN
SCALE: 1"=20'
507 225
280
422211
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION AT
MAIN
COORDINATES
OF CO OR CPLG
225 LOGAN
AVE S H1+51 N:178429.00
E:1299854.42
225 LOGAN
AVE S H1+90 N:178400.68
E:1299869.49
211 MORRIS
AVE S H2+12 N:178377.97
E:1299817.61
211 MORRIS
AVE S H2+16 N:1783745.33
E:199819.39
422 S 3RD
ST H4+04 N:178186.78
E:1299793.94
5
6
7
8
9
IE=31.23 IE=31.56
8 13713
29'-1"
513
613
9 13
EXISTING 6" SS25.7 DEPTH=5'
IE=29.32
DEPTH=5'
IE=31.18
REPLACE SS
TO GUTTER
222
•••••••••••••••••••••••••••••••••••38 393939CRPL #3 66" STLSTA J0+18, 1' LT
SSMH #32
1-60" DIA MH
J0+00
J1+0012" C900 SS
2"PVC CONDUIT15
20
25
30
35
40
45
15
20
25
30
35
40
45
J0+00 J0+20 J0+40 J0+60 J0+80 J1+00
27.94
32.10 EXIST TEXIST WEXIST T DUCTEXIST T DUCTEXIST TEXIST UGPEXIST UGPEXIST 6"SDEXIST 66" W (SPU)0.8%
44 LF 12" PVC SS
@ SLP=0.3%
SSMH #32
IE(IN)12"(S)=28.04
IE(IN)8"(N)=31.94
IE(OUT)12"(W)=27.93
STA J0+17, 2' LT
RIM=38.41
SSMH #12
IE(IN)8"(W)=28.25
IE(IN)12"(E)=31.90
IE(IN)8"(S)=31.90
IE(OUT)12"(N)=28.15
STA A23+19, 7' LT=
STA J0+61, 7' LT
RIM=38.67
STA J0+63, 6' LT
27.84
28.41
32.00
32.00
28.31
18-2251
SS-22
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
BURNETT AVE S
SEWER PLAN & PROFILE
STA J0+00 TO STA J1+00
JJM
BAW
TTT
69NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-22 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CL
BURNETT AVE SS 2ND STSSMH #12,
SEE SHT SS-5
1
12 TYP
11
FOR CONTINUATION
SEE SHEET SS-5
1.CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
2.CONDUCT SITE SPECIFIC UTILITY
POTHOLING IN ADVANCE OF
CONSTRUCTION TO CONFIRM LOCATION
AND ELEVATION OF EXIST UTILITY
3.REPLACE SURVEY MONUMENT PER CITY
STD DETAIL H031 AS REQUIRED FOR
CONSTRUCTION
8.NEW DROP SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, 402.2, AND 106
9.NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 405
10.CONNECT EXIST PIPE TO NEW PIPE W/
CPLG, SEE DETAIL 2, SHT SS-42
1
3
8
12
15
11
11
KING COUNTY MANHOLE
R01-20 TIE-IN, SEE DET
SHT SS-40
8
15
15
3
11
39PREVIOUSLY ABANDONED
SHORING MAY BE
ENCOUNTERED IN THE
VICINITY OF THE KING
COUNTY EASTSIDE
INTERCEPTOR, REMOVE AND
DISPOSE AS NEEDED TO
COMPLETE THE WORK
FO INSTALLED BY HDD,
PROTECT IN PLACE
3
8"DR 17 HDPE SS BEND TO
CONNECT NEW MH TO EXIST
PIPE, MIN R-40'
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
3
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
23 LF INSTALLED
WATER LINE
ALIGNMENT AS
FOUND IN
FIELD
EXIST W (8'-4" DEEP)CONC. MON. IN CASE
REESTABLISHED PER DNR
PERMIT 7373-18"T x 6"W
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••444444
45
4545 464544
4444454
646
CRPL#3 66" STLCPPL#3 66" STLCPPL#3 66" STLCPPL#3 66" STL ••••••••••••••••••••••••••••••••TSTSTSSTA K0+18, 6' LT
SSMH #1893
IE 37.3 SE-W @ CL
K4+20
K0+00
K1+00 K2+00 K3+00 K4+00
297 LF 12" CIPP SS 12" C900 SS8" SDR 35 SS12" CIPP SSC900C900
STA K3+21, 5' LT
SSMH #33
1-48" DIA MH
STA K3+95, 5' LT
SSMH #34
1-48" DIA MH
25
30
35
40
45
50
55
25
30
35
40
45
50
55
K0+00 K0+20 K0+40 K0+60 K0+80 K1+00 K1+20 K1+40 K1+60 K1+80 K2+00 K2+20 K2+40 K2+60 K2+80 K3+00 K3+20 K3+40 K3+60 K3+80 K4+00 K4+20
76EXIST WEXIST WSEXIST WSEXIST WSEXIST WSEXIST FHEXIST FHEXIST SDEXIST GEXIST UGP, T & COMEXIST WSEXIST UGPEXIST G297 LF OF 12" CURED-IN-PLACE PIPEEXIST UGPEXIST TPROP WEXIST WEXIST T39.01
38.60
EXIST 12" CLAY
38.18
38.80
38.52
38.08
STA K3+20, 4' LT37.30
37.30
37.30
74 LF 12" C900 SS @ SLP=0.8%
302
0.6%
EXIST SSMH 1893
IE(IN)12"(E)=36.62
IE(IN)8"(S)=36.14
IE(OUT)12"(W)=36.62
STA K0+18, 6' LT
RIM=44.65 SSHM #33
IE(IN)12"(E)=38.48
IE(IN)12"(S)=38.38
IE(IN)8"(N)=38.84
IE(OUT)12"(W)=38.35
STA K3+21, 5' LT
RIM=46.14
SSMH #34
IE(IN)6"(E)=39.36
IE(OUT)12"(W)=39.10
STA K3+95, 5' LT
RIM=45.20
18-2251
SS-24
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 2ND ST
SEWER PLAN & PROFILE
STA K0+00 TO STA K4+20
JJM
BAW
TTT
70NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-24 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CL
S 2ND ST
MILL AVE S15
1
FOR CONTINUATION
SEE SHEET SS-25
1.CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
2.REPLACE SURVEY MONUMENT PER CITY
STD DETAIL H031 AS REQUIRED FOR
CONSTRUCTION
3.NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, AND 106
4.NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 405
5.CONNECT EXIST PIPE TO NEW PIPE W/
CPLG, SEE DETAIL 2, SHT SS-42
6.DO NOT REINSTATE INACTIVE SERVICE
LATERAL
7.REINSTATE ALL ACTIVE SERVICE LATERAL
CONNECTIONS
1
8
10
12
15
10
MAIN AVE S12 TYP
10
15
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
1000 BRONSON
WAY K0+99 N:
E:
1010 S 2ND ST K1+31 N:
E:
211 MILL AVE S K2+49 N:
E:
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
1017 & 1023
BRONSON WAY
& 123 MILL
AVE S
K2+86 N:
E:
1
2
3
4
*SS NO. SPECIFIC TO THIS SHEET
1 2
4
3
10
8
SSMH #34,
SEE SHT SS-25
10
18 18
18
18
17
18
17
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
1000
1010
301
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
CONC. MON. IN CASE
REESTABLISHED PER DNR
PERMIT 7373-18"T x 6"W
STA K30+20, 9' LT
1-8" x 6" TEE
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••46
4544 45
4544
4
4
45
46
4
343 CRPL#3 66" STL
CPPL#3 66" STL12"DI W
TS TS
TS
STA L3+46, 5' RT
SSMH #35
1-48" DIA MH
STA L3+91, 4' RT
SSMH #33
1-48" DIA MH
L0+00L1+00 L2+00 L3+00 L4+0012" C900 SS8" SDR 35 SS12" CIPP SSC
9
0
0C900
25
30
35
40
45
50
55
25
30
35
40
45
50
55
L0+00 L0+20 L0+40 L0+60 L0+80 L1+00 L1+20 L1+40 L1+60 L1+80 L2+00 L2+20 L2+40 L2+60 L2+80 L3+00 L3+20 L3+40 L3+60 L3+80 L4+00 L4+20 L4+40 L4+60 L4+80PROP 12" WEXIST UGPEXIST TEXIST TEXIST & PROP SDEXIST COMEXIST WEXIST 12" CLAY
38.18
38.80
38.52
38.08
IE(IN)6"(E)=39.17
STA L3+46, 5' RT
45.87
0.8%EXIST W(PREV ABAN)EXIST UGP & FOEXIST G46 LF 8" SDR 35 SS
@ SLP=0.3%
SSMH #35
IE(OUT)8"(S)=38.99
STA L3+44, 6' RT
RIM=45.69 SSHM #33
IE(IN)12"(E)=38.48
IE(IN)12"(S)=38.38
IE(IN)8"(N)=38.84
IE(OUT)12"(W)=38.35
STA K3+21, 5' LT=
STA L3+91, 4' RT
RIM=46.14
18-2251
SS-25
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
MILL AVE S
SEWER PLAN & PROFILE
STA L0+00 TO STA L4+80
JJM
BAW
TTT
71NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-25 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
MILL AVE S
S 2ND STFOR CONTINUATION
SEE SHEET SS-24 MATCHLINE STA L4+80SEE SHEET SS-26SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE MATCHLINE STA L4+80SEE SHEET SS-261.CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
2.REPLACE SURVEY MONUMENT PER CITY
STD DETAIL H031 AS REQUIRED FOR
CONSTRUCTION
3.NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, AND 106
4.NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 405
5.INSTALL SIDE SEWER PER CITY STD
DETAIL 406.1, 406.2, AND/OR 407 AND CO
IF SHOWN
6.CONNECT EXIST PIPE TO NEW PIPE W/
CPLG, SEE DETAIL 2, SHT SS-42
7.DO NOT REINSTATE INACTIVE SERVICE
LATERAL
1
8
10
12
13
15
CONTRACTOR TO DETERMINE WHICH
SS IS ACTIVE, AND RECONNECT
WITH CO, ABANDON OLD SS IN
ACCORDANCE W/ SPECS
15
1
13
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
100 MILL AVE S L3+46
SSMH #35
N:
E:1
*SS NO. SPECIFIC TO THIS SHEET
12
10 10
1
8" SDR 35 SS 12" CIPP SS
10
10
8
17
17
17
EXIST GR @
ROW CL
FOR CONTINUATION
SEE SHEET SS-24
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
1023
100
FOUND ABANDONED
6" WATER LINE, 4'
DEEP
CONC. MON. IN CASE
REESTABISHED PER
DNR PERMIT
7373-18"T x 6"W
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••4
7
4
7
5
3
5
2
5
1
50
4
9
48
4
74747
46
46
46
46
46
45
CRPL#3 66" STLCRPL#3 66" STL CRPL#3 66" STL CRPL#3 66" STL
12" PP SD 12"PP SD
8"C900 SD8"C900 SD8"DI SD
12"DI W 12"DI W 12"DI W
STA L8+13, 4' RT
SSMH #5613
IE=40.50 SW, N
L5+00 L6+00 L7+00 L8+00 L9+00L9+00
134 LF 12" CIPP SS284 LF 12" CIPP SS
STA L6+75, 4' RT
SSMH #36
1-48" DIA MH
EXIST MH 5613
IE(OUT)12"(N)=40.93
STA L8+13, 4' RT
RIM=46.71
25
30
35
40
45
50
55
25
30
35
40
45
50
55
L4+80 L5+00 L5+20 L5+40 L5+60 L5+80 L6+00 L6+20 L6+40 L6+60 L6+80 L7+00 L7+20 L7+40 L7+60 L7+80 L8+00 L8+20 L8+40 L8+60 L8+80 L9+00
134 LF 12" CURED-IN-PLACE PIPE EXIST UGPEXIST FHEXIST TEXIST WSEXIST WSEXIST SD40.50
284 LF 12" CURED-IN-PLACE PIPE 138
SSMH #36
IE(IN)12"(S)=40.10
IE(OUT)12"(N)=40.13
STA L6+75, 4' RT
RIM=46.20
18-2251
SS-26
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
MILL AVE S
SEWER PLAN & PROFILE
STA L4+80 TO STA L9+00
JJM
BAW
TTT
72NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-26 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
MILL AVE S HOUSER WAY
SMATCHLINE STA L4+80SEE SHEET SS-25MATCHLINE STA L4+80SEE SHEET SS-251.CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
2.NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, AND 106
3.GROUT NEW PIPE INTO EXIST SSMH AND
RE-GROUT THE SSMH CHANNEL
4.CONNECT EXIST PIPE TO NEW PIPE W/
CPLG, SEE DETAIL 2, SHT SS-42
5.DO NOT REINSTATE INACTIVE SERVICE
LATERAL
12.REINSTATE ALL ACTIVE LATERAL
CONNECTIONS
1
10
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
1
10
15
14
14
15
17
17
17 17
17
17 17
EXIST 12" CLAY
1
17
1718
EXIST 12" CLAY
EXIST GR @
ROW CL
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
211 MILL AVE S L5+33 N:
E:1
*SS NO. SPECIFIC TO THIS SHEET
18
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
211 211
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••363
6
35 3534
3534333233
32
33343536
37
3
8
3935
36
37
38
39
40
41
40
39
38
37
36
35
CRPL#3 66" STLCRPL#1 66" STLCRPL#2 51.5" STLCRPL#3 66" STLCRPL#1 66" STLCRPL#2 51.5" STL•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••12"DI WSTA N4+01, 0'
SSMH #3
SEE SS-1
STA N0+08, 0' RT
SSMH #6645
RIM 37.67
IE 30.8 N, S @ CL 8" CONC
N0+00 N1+00 N2+00 N3+00 N4+00
8" SDR 35 SS8" C900 SS8" SDR 35 SSSTA N3+57, 0' LT
SSMH #37
1-60" DIA MH
10
15
20
25
30
35
40
10
15
20
25
30
35
40
N0+00 N0+20 N0+40 N0+60 N0+80 N1+00 N1+20 N1+40 N1+60 N1+80 N2+00 N2+20 N2+40 N2+60 N2+80 N3+00 N3+20 N3+40 N3+60 N3+80 N4+00 N4+20
24.57
24.57
24.47
1.0%EXIST T & UGPEXIST TEXIST T & UGPEXIST UGPEXIST SDEXIST WSEXIST GINSTALL 398 LF 8" CURED-
I
N
-
P
L
A
C
E
P
I
P
E
EXIST 8" CLAY PROP W46 LF 8" SDR 35 SS
@ SLP=0.1%
SSMH 6645
IE(OUT)8"(S)=30.80
STA N0+08, 0' RT
RIM=37.67
SSMH #37
IE(IN)8"(N)=27.71
IE(OUT)8"(S)=25.05
STA N3+55, 1' LT
RIM=33.66
SSMH #3
IE(IN)8"(W)=25.09
IE(IN)8"(N)=25.00
IE(OUT)8"(E)=24.83
STA A2+36, 16' RT=
STA N4+01, 0' LT
RIM=33.78
33.77
26.92
26.10
44
25.10
18-2251
SS-27
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
SIDE SEWER
PLAN & PROFILE
STA N0+00 TO STA N4+00
JJM
BAW
TTT
73NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-27 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
EXIST GR @
ROW CL S 2ND ST2.PROPOSED SEWER MAY HAVE CONFLICT OR
SEQUENCE CONSTRAINT WITH EXISTING
UTILITY TO BE ABANDONED, CONTRACTOR
SHALL TAKE APPROPRIATE MEASURES TO
MAINTAIN THE FUNCTIONALITY OF THE
EXISTING UTILITY UNTIL SUCH TIME AS IT
CAN BE ABANDONED
NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, AND 106
3.NEW DROP SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, 402.1, 402.2, AND 106
4.NEW SANITARY SEWER PIPE PER CITY STD
DETAIL 405
5.CONNECT EXIST PIPE TO NEW PIPE W/
CPLG, SEE DETAIL 2, SHT SS-42
6.DO NOT REINSTATE INACTIVE SERVICE
LATERAL
7.REINSTATE ALL ACTIVE LATERAL
CONNECTIONS
10
11
12
15
10
10
12 TYP
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
110 RAINIER
AVE S N0+50 N:
E:
124 RAINIER
AVE S N1+00 N:
E:
SIDE SEWER TABLE
SIDE
SEWER NO.*ADDRESS
APPROX
STATION
AT MAIN
COORDINATES
OF CO OR CPLG
128 RAINIER
AVE S N1+45 N:
E:
134 RAINIER
AVE S N1+72 N:
E:
1
2
3
4
398 LF 8" CIPP SS 8" SDR 35 SS
FOR CONTINUATION
SEE SHEET SS-1
FOR CONTINUATION
SEE SHEET SS-1
15
17
18
SSMH 5210
17 17 17
17 17 17
2 18
1 18 3 18
4 18
2317
SSMH LOCATED
BEHIND FENCE
11
11
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
2
2
123 140
110
124 126 128
100
134 144
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••34
33
32
32
31
32
35
32
31
33
33
333232••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
•••
•
•
•
•
•
•
•
•••••••••••••••••••••••••••••••B0+00 B1+00
B2+00
B3+0
0
B3+2
0
18" C900 SS24" C900 SSSTA B0+89, 29' RT
SSMH #2184
IE 26.5 N, S @ CL 8" CLAY
10
15
20
25
30
35
40
45
10
15
20
25
30
35
40
45
B0+00 B0+20 B0+40 B0+60 B0+80 B1+00 B1+20 B1+40 B1+60 B1+80 B2+00 B2+20 B2+40 B2+60 B2+80 B3+00 B3+20
SAN SWR-ALIGN B
167 LF 8" CURED-IN-PLACE PIPE EXIST UGPEXIST 8" CLAY
(ABAN)
SSMH #13
IE(IN)18"(W)=23.90
IE(IN)8"(N)=25.45
IE(OUT)24"(SE)=23.45
IE(OUT)12"(E)=25.50
STA C2+62, 38' LT=
STA B2+42, 57' RT
RIM=31.95
SSMH 2184
IE(OUT)8"(S)=26.40
STA B0+89, 29' RT
RIM=32.71
26.50
18-2251
SS-28
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
RANIER AVE S
SEWER PLAN & PROFILE
STA B0+00 TO STA B3+20
JJM
BAW
TTT
74NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-28 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
1.CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-5
2.NEW SSMH AS SHOWN PER CITY STD
DETAIL 400.1, 401, AND 106
3.CONNECT EXIST PIPE TO NEW PIPE W/
CPLG, SEE DETAIL 2, SHT SS-42
4.DO NOT REINSTATE INACTIVE SERVICE
LATERALS
1
10
15
17
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
RAINIER AVE S
SW SUNSET BLVD1
15
SSMH #13
SEE SHT SS-6
FOR CONTINUATION
SEE SHEET SS-6
FOR CONTINUATION
SEE SHEET SS-6
167 LF 8" CIPP SS
EXIST GR @
ROW CL
10
17
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
307
230
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO
CONTRACT DOCUMENTS FOR ADDITIONAL
DETAILS
18-2251
SS-40
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
KING COUNTY CONNECTION DETAIL
S 2ND ST & BURNETT AVE S
JJM
BAW
TTT
75NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-40 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
CITY OF RENTON AS-BUILT OF
EXISTING DROP CONNECTION
SCALE: NTS
KING COUNTY MANHOLE R01-20
DROP PIPE DEMOLITION AND INSPECTION
SCALE: NTS
KING COUNTY MANHOLE R01-20
DROP PIPE UPPER PORTION RECONSTRUCTION
SCALE: NTS
KING COUNTY MANHOLE R01-20
DROP PIPE LOWER PORTION REPLACEMENT (BID ITEM B54)
ABANDON EXISTING EXTERIOR
DROP PENETRATION W/ BLIND FLANGE
RIM=38.39
EXIST IE=31.74
REMOVE UPPER CONNECTION,
PROVIDE TESTING AND CCTV
INSPECTION OF LOWER PORTION
CONTINGENT REMOVAL OF LOWER
PORTION, SEE NOTE BELOW
FURNISH & INSTALL:
1-2" CPLG, RESTR, PVCxDI
1-12" CROSS, RJ
1-DI SPL
IE=27.69'
CORE DRILL AND INSTALL
KOR-N-SEAL
MATCH EXIST
IE=8.5'±
6" MIN
IF DIRECTED BY ENGINEER
FURNISH & INSTALL:
1-12" 90° BEND, RJ
2-DI SPL
CEMENT CONCRETE
CLASS 3000
6" MIN
6" MAX
6" MIN
2'-0"
SAND OR
EXPANDABLE FOAM
VICTAULIC CPLG & END CAP
W/316 SS BOLTS
MH FRAME AND COVER
PER CITY STD PLAN 401
ADJUSTMENT RING
PER CITY STD PLAN
400.1
NOTES:
1.FOLLOWING THE CONTRACTOR'S CCTV INSPECTION OF THE LOWER PORTION OF THE EXISTING EXTERNAL DROP, THE ENGINEER WILL DETERMINE IF THE LOWER PORTION WILL
BE RE-USED OR REPLACED. IF REPLACEMENT IS REQUIRED, IT SHALL BE CONSTRUCTED AS SHOWN IN THE LOWER PORTION REPLACEMENT DETAIL ON THIS SHEET
ADJUSTMENT AND ASPHALT
PATCH PER CITY STD PLAN 106
KING COUNTY WASTEWATER TREATMENT DIVISION SEWER NOTES:
1.KING COUNTY SHALL REVIEW AND COMMENT ON THE CONTRACTORS ACCIDENT PREVENTION PROGRAM (APP) PER WAC 296-800-140/296-155-110 AND SITE SPECIFIC/ PROJECT
SPECIFIC HEALTH AND SAFETY PLAN (HASP) PER WAC 296-155/WD 27.00.
2.KING COUNTY MANHOLES ARE PERMIT REQUIRED CONFINED SPACES AND ALL APPLICABLE RULES AND REGULATIONS SHALL BE FOLLOWED PRIOR TO ENTRY.
3.NOTIFY MARK LAMPARD AT KING COUNTY (206-477-5414, MARK.LAMPARD@KINGCOUNTY.GOV) A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF THE PRE-CONSTRUCTION
CONFERENCE.
4.CONTRACTOR SHALL NOTIFY MARK LAMPARD AT KING COUNTY (206-477-5414, MARK.LAMPARD@KINGCOUNTY.GOV) A MINIMUM OF THREE (3) WORKING DAYS IN ADVANCE OF ANY
CONSTRUCTION ACTIVITY WITHIN 50-FEET OF THE KING COUNTY EASTSIDE INTERCEPTOR.
5.THE CONTRACTOR SHALL TAKE MEASURES TO PROTECT THE EASTSIDE INTERCEPTOR DURING SHORING ACTIVITY.
6.KING COUNTY SHALL REVIEW THE SHORING PLANS.
7.A KING COUNTY REPRESENTATIVE SHALL BE PRESENT AT ALL TIMES ON-SITE DURING EXCAVATION, CORING, AND INSTALLATION OF THE CONNECTION TO THE KING COUNTY
EASTSIDE INTERCEPTOR.
8.NO DEBRIS SHALL BE PERMITTED TO ENTER THE KING COUNTY SEWER SYSTEM DURING CONSTRUCTION OF/OR CONNECTION TO THE KING COUNTY EASTSIDE INTERCEPTOR.
9.NO WORK ON OR CONNECTING TO THE KING COUNTY EASTSIDE INTERCEPTOR SHALL BE BACKFILLED UNTIL THE WORK HAS BEEN INSPECTED AND APPROVED BY A KING COUNTY
REPRESENTATIVE.
10.THE CONNECTION TO THE KING COUNTY EASTSIDE INTERCEPTOR SHALL NOT BE PUT INTO SERVICE UNTIL ALL NEWLY INSTALLED PIPE HAS BEEN CLEANED, INSPECTED, TESTED,
AND APPROVED BY THE CITY OF RENTON.
LOWER PORTION NOT REPLACED
18-2251
SS-41
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
KING COUNTY CONNECTION DETAIL
S 3RD ST & BURNETT AVE S
JJM
BAW
TTT
76NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-41 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
KING COUNTY WASTEWATER TREATMENT DIVISION SEWER NOTES:
1.KING COUNTY SHALL REVIEW AND COMMENT ON THE CONTRACTORS ACCIDENT
PREVENTION PROGRAM (APP) PER WAC 296-800-140/296-155-110 AND SITE
SPECIFIC/ PROJECT SPECIFIC HEALTH AND SAFETY PLAN (HASP) PER WAC
296-155/WD 27.00.
2.KING COUNTY MANHOLES ARE PERMIT REQUIRED CONFINED SPACES AND ALL
APPLICABLE RULES AND REGULATIONS SHALL BE FOLLOWED PRIOR TO ENTRY.
3.NOTIFY MARK LAMPARD AT KING COUNTY (206-477-5414,
MARK.LAMPARD@KINGCOUNTY.GOV) A MINIMUM OF FIVE (5) WORKING DAYS IN
ADVANCE OF THE PRE-CONSTRUCTION CONFERENCE.
4.CONTRACTOR SHALL NOTIFY MARK LAMPARD AT KING COUNTY (206-477-5414,
MARK.LAMPARD@KINGCOUNTY.GOV) A MINIMUM OF THREE (3) WORKING DAYS
IN ADVANCE OF ANY CONSTRUCTION ACTIVITY WITHIN 50-FEET OF THE KING
COUNTY EASTSIDE INTERCEPTOR.
5.THE CONTRACTOR SHALL TAKE MEASURES TO PROTECT THE EASTSIDE
INTERCEPTOR DURING SHORING ACTIVITY.
6.KING COUNTY SHALL REVIEW THE SHORING PLANS.
7.A KING COUNTY REPRESENTATIVE SHALL BE PRESENT AT ALL TIMES ON-SITE
DURING EXCAVATION, CORING, AND INSTALLATION OF THE CONNECTION TO THE
KING COUNTY EASTSIDE INTERCEPTOR.
8.NO DEBRIS SHALL BE PERMITTED TO ENTER THE KING COUNTY SEWER SYSTEM
DURING CONSTRUCTION OF/OR CONNECTION TO THE KING COUNTY EASTSIDE
INTERCEPTOR.
9.NO WORK ON OR CONNECTING TO THE KING COUNTY EASTSIDE INTERCEPTOR
SHALL BE BACKFILLED UNTIL THE WORK HAS BEEN INSPECTED AND APPROVED BY
A KING COUNTY REPRESENTATIVE.
10.THE CONNECTION TO THE KING COUNTY EASTSIDE INTERCEPTOR SHALL NOT BE
PUT INTO SERVICE UNTIL ALL NEWLY INSTALLED PIPE HAS BEEN CLEANED,
INSPECTED, TESTED, AND APPROVED BY THE CITY OF RENTON.
SCALE: 3/8" = 1' - 0"
KING COUNTY MANHOLE R01-17 CONNECTION
ID = 9'-0"1'-6"
12'-0"
1'-6"
C/L
1'-0"VARIESVARIESVARIES1'-0"C/L
90°VARIES1'-0"9
0
°VARIES1'-0"90°
R
1'-3"
MIN
1'-2"
MIN
ANGLE RADIUS
R
15°-35°17'-0"
35°-55°7'-6"
55°-75°5'-0"
75°-90°4'-6"C/L2
TYP DIMENSIONS FOR DEFLECTION MANHOLE 108 INCH PIPE
KING COUNTY AS-BUILT
KOR-N-SEAL ADAPTOR W/
EXPANSION BAND
POSITIONED TO BEAR ON
CONCRETE ON ALL SIDES
20°2
SS-11
NOTES:
1.MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
2.ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE PER CITY STD PLAN 106.
3.SANITARY SEWER MANHOLES SHALL HAVE INTERIOR SURFACES, COATED PER CITY STDPLAN 400.1
SCALE: 1/2" = 1' - 0"
SSMH #22 SECTION 1
-
29°
RELINER DROP
BOWL & HOOD.
INSTALL BOWL
1" BELOW
INLET PIPE
SS CLAMPING BRACKET
PER CITY STD PLAN
400.1, COORDINATE
SIZE WITH 90° BEND
FLEX CPLG
90° BEND, PE
24" SDR 35
DROP PIPE
EXTEND INLET PIPE
1" BEYOND MH
WALL
CONCRETE CHANNEL
CHANNEL INVERT W/ MIN
0.1-FT FALL TO OUTLET
KOR-N-SEAL BOOT
KOR-N-SEAL BOOT
6"
RUBBER GASKETS,
LADDER AND STEPS PER
CITY STD PLAN 400.1
60" MANHOLE CONE,
ADJUSTMENT RINGS,
FRAME AND COVER PER
CITY STD PLAN 400.1
AND 106FLAT SLAB TOP
CONCRETE BENCH LEVEL WITH
CROWN OF OUTLET PIPE, SLOPE 4%90°90°VARIES24" C900 SS
2% SLOPE
IE TO MATCH
SPRINGLINE OF
KC INTERCEPTOR
24" C900
2% SLOPE
MIN 6' COMPACTED
CSTC SUBGRADE
STRUCTURE IN FIELD WAS FOUND TO
BE PERPENDICULAR TO ALIGNMENT,
ANGLED DRILL WAS NOT REQUIRED
18-2251
SS-42
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
MISCELLANEOUS SEWER DETAILS
JJM
BAW
TTT
77NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-SS-R.dwg SS-42 11/10/2023 11:30 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: NTS
NEW SEWER PIPE TIE-IN TO
EXISTING SEWER MANHOLE
REMOVE EXIST CHANNEL AND
RE-CHANNEL WITH NEW CONC
FOLLOWING INSTALLATION OF NEW
PIPES PER CITY STD PLAN 400.1
GROUT ADAPTER IN
PLACE WITH 3000 PSI
NON-SHRINK GROUT
SANDED PIPE ADAPTER
GPK OR EQUAL
PIPE SIZE AND MATERIAL
AS SHOWN IN PLANS
EXIST MH
4" MAX
TYP
FOUNDATION
SCALE: NTS
NEW SEWER PIPE TIE-IN
TO EXISTING SEWER PIPE
STANDARD SANITARY SEWER
MANHOLE FRAME AND COVER PER
CITY STD PLAN 401
USE ROMAC 501 COUPLINGS
OR EQUAL TO CONNECT TO
EXIST SEWER MAINLINE
RUBBER PIPE ADAPTER
KOR-N-SEAL OR EQUAL
COMPACTED FOUNDATION
2
-
1
-
STANDARD SANITARY
SEWER MANHOLE PER
CITY STD PLAN 400.1
5' MAX
TYP
EXISTING SEWER PIPE, TYP
NEW SEWER PIPE
NOTES:
1.MATCH NEW SEWER PIPE SIZE TO ADJACENT EXISTING SEWER.
2.NEW PIPE STUB SHALL BE SDR 35.
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3
8
3
7
3
8
3
7
3
639383637
38
353
5 3436 35
34
35
34
3
3
32
31333231293030
31
3233
3
4
3738434
2
41
40
FIRE LANE
35
CRPL#3 66" STL
CRPL#1 66" STL
CRPL#2 51.5" STL
CRPL#3 66" STL
CRPL#1 66" STL
CRPL#2 51.5" STL
CRPL#1 66" STL
CRPL#2 51.5" STL
CRPL#3 66" STL
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
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8
"
SD
R
3
5
S
S
8" C900 SS8" SDR 35 SS 8" C900 SS8" SDR 35 SSA0+00 A1+00 A2+00 A3+00 A4+00
STA A0+88, 5' RT
1-POLYPIG
1-TB
STA A0+96, 5' RT
1-12"x6" TEE, RJxFL
1-6" GV, FLxRJ
1-FH, 26 LT
1-TB
2-6" 45° BEND, RJ
IE=34.01
STA A4+24, 4' RT
1-12" CROSS, FLG
4-12" GV, FLGxRJ
IE=23.36
STA A4+14, 20' RT
STA Q1+20
STA A4+12
STA Q1+00
STA A0+00, 0'
STA A0+00, 10' RT
12"DI W
A0+00 A1+00 A2+00 A3+00 A4+00Q0+00Q1+0012"DI W12"DI W 12"DI W
15
20
25
30
35
40
45
50
15
20
25
30
35
40
45
50
A0+00 A0+20 A0+40 A0+60 A0+80 A1+00 A1+20 A1+40 A1+60 A1+80 A2+00 A2+20 A2+40 A2+60 A2+80 A3+00 A3+20 A3+40 A3+60 A3+80 A4+00 A4+20 A4+40 A4+60 A4+80EXIST UGPEXIST 8"W (TBA)PROP 12"WIE=25.3IE=23.412"DI WPROP SS SIDE SEWER4' MINCOVERPROP POLY PIGGING ASSYEXIST GR @
ROW CL
MATCHLINE STA A4+80SEE SHEET W-2PROP FHEXIST 24"SDIE=21.0PROP 8"SSIE=25.4PROP SS SIDE SEWER18-2251
W-1
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 2ND ST
WATER PLAN & PROFILE
STA A0+00 TO STA A4+80
JAM
BAW
TTT
78NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-W-R.dwg W-1 11/10/2023 10:14 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
S 2ND ST
MATCHLINE STA A4+80SEE SHEET W-2RAINIER AVE S1
1
CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-6
POLYPIG STATION IN ACCORDANCE WITH
COR STD PLAN 300.6
TEMPORARY WATER SERVICE WITH END CAP
AND THRUST RESTRAINT, SEE SHT D-1
SEE SHT W-29 PIPE CONTINUATION
FH ASSY PER COR STD PLAN 310.1
EXIST WATER TO BE ABANDONED AND/OR
REMOVED, SEE SHT D-1
CONCRETE DEADMAN BLOCKING PER
DETAIL ON W-44. TO BE INSTALLED
PRIOR TO FINAL CONNECTION
16
TYP LAKE AVE S16
FUTURE 12" WATER MAIN
(BY OTHERS)
A
W-40
SEE SHT W-29 FOR
ALIGNMENT Q
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
35
27
34
35
27
27
100144
37
37
± 392 LF OF 12" CL 52
REST JOINT DI WATER
MAIN WITH POLYWRAP
CONC MON IN CASE
REESTABLISHED PER DNR
PERMIT 7373 - 18"T X 6"W
IE=19.55
99
IE AT HYDRANT =31.76
IE=31.58
IE=34.30
99
INSTALLED 2-45°
BENDS, 3-FT SPOOL,
AND ANCHORS TO
ROUTE UNDER DUCT
BANK
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE
INDICATED WITH STRIKETHROUGH TEXT.
REFER TO CONTRACT DOCUMENTS FOR
ADDITIONAL DETAILS
STA A0+94
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
31
31
31
31
32
32
3
3
32
32
32
31
32
32
32
NO PARKING FIRE LANE NO PARKINGNO PARKING FIRE LANENO PARKING FIRE LANENO PARKING FIRE LANESTOP
NO PARKINGNO PARKINGNO PARKING FIRE LANE3
2
3231
CRPL#3 66" STL
CRPL#2 51.5" STL
CRPL#3 66" STL
CRPL#1 66" STL
CRPL
#
1
6
6
"
S
T
L
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••FO DUCT
E7+00 E8+00
E9+00
A5+00 A6+00 A7+00
A8+00
A9+00
8" C900 SS
8" C900 SS 8" SIDE SEWER2"PVC CONDUIT
A5+00 A6+00 A7+00
A8+00
A9+00
STA A6+29, 4' RT
1-12"x6" TEE, RJxFL
1-6" GV, FLxRJ
1-FH, 20' LT
1-TB
2-6" 45° BENDS
STA A7+76, 3' LT
1-12" 11.25° BEND, RJ
1-TB
STA A9+08, 3' RT
1-12" 11.25° BEND, RJ
1-TB
STA A9+41, 12' LT
1-12"x6" TEE, RJxFL
1-6" GV, FLxRJ
1-FH, 32 LT
1-TB
STA A9+32, 0'
STA A7+59, 16' RT
STA A7+36, 0'
STA A6+59, 20' RT
STA A9+28, 1' LT
1-12" 22.5° BEND, RJ
1-TB
STA A9+36, 2' LT
1-12" 22.5° BEND, RJ
1-TB
STA A6+07, 4' RT
1-12"X2" TEE
1-2" GV
STA A6+14, 4' RT
1-12"X2" TEE
1-2" GV
12"DI W
12"DI W
A5+00 A6+00 A7+00
A8+00
A9+00
E2+00 E3+00
E4+00
TS
STA A9+22, 9' LT
1-12" INSULATING SLV
10
15
20
25
30
35
40
45
10
15
20
25
30
35
40
45
A4+80 A5+00 A5+20 A5+40 A5+60 A5+80 A6+00 A6+20 A6+40 A6+60 A6+80 A7+00 A7+20 A7+40 A7+60 A7+80 A8+00 A8+20 A8+40 A8+60 A8+80 A9+00 A9+20 A9+40 A9+60EXIST GEXIST TEXIST UGP12"DI W 4' MINCOVEREXIST 12"SDIE=26.5MATCHLINE STA A4+80SEE SHEET W-1MATCHLINE STA A9+60SEE SHEET W-3EXIST GR @
ROW CLPROP FHPROP 8"SS SIDE SEWERPROP 8"SSIE=22.1PROP FHEXIST TEXIST TPROP WS (2)IE=24.9PROP WSIE=26.35EXIST UGPSTA A9+28
1-22.5° VERT BEND, RJ
IE=27.0
STA A9+37
1-22.5° VERT BEND, RJ
IE=24.0
STA A9+23
1-12" INSULATING SLV
INSTALL JOINT
BONDS AT ALL
JOINTS AND
ANODES EVERY 20'
18-2251
W-2
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 2ND ST
WATER PLAN & PROFILE
STA A4+80 TO STA A9+60
JAM
BAW
TTT
79NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-W-R.dwg W-2 11/10/2023 10:14 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
S 2ND ST
MATCHLINE STA A4+80SEE SHEET W-1MATCHLINE STA A9+60SEE SHEET W-31 TYP
13
TYP
OF 2
15
13
13
WATER SERVICE TABLE
SERVICE
NO.ADDRESS SIZE APPROX STATION
AT MAIN
FIELD VERIFIED
STATION AT MAIN
IRRIGATION 2"A9+39, 35' LT A9+43, 35' LT
IRRIGATION 1.5"A6+17, 20' LT A6+07, 20' LT
WATER SERVICE TABLE
SERVICE
NO.ADDRESS SIZE APPROX STATION
AT MAIN
FIELD VERIFIED
STATION AT MAIN
200 S 2ND ST 2"A6+10, 30' LT 6+10.5, 30' LT1
2
3
15
15
3
1
2 11
22414211
23
23
1 CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-6
MINIMUM SPACING OF 24" BETWEEN 2"
TAPPED TEE FOR WATER SERVICE LINE AND
HYDRANT TEE MEASURED EDGE TO EDGE
REPLACE EXIST WATER LATERAL SETTER
AND METER BOX PER COR STD PLAN 320.3
AND RECONNECT TO EXIST SERVICE
FH ASSY PER COR STD PLAN 310.1, CLOSE
EXIST HYDRANT VALVE, REMOVE HYDRANT,
VALVE COVER, & VALVE BOX, SALVAGE TO
COR OR DISPOSE AS DIRECTED BY CITY
ENGINEER
PROP WATER SERVICES TO AVOID
ABANDONED VAULT
PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATIONS TYPE FI, SEE
CORROSION PROTECTION DETS
TEMPORARY WATER SERVICE WITH END CAP
AND THRUST RESTRAINT, SEE SHT D-2
EXIST WATER TO BE ABANDONED AND/OR
REMOVED, SEE SHT D-2
REPLACE SURVEY MONUMENT PER CITY STD
DETAIL H031 AS REQUIRED FOR
CONSTRUCTION
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
27
400
200
203
211
26
27
26
± 480 LF OF 12" CL 52
REST JOINT DI WATER
MAIN WITH POLYWRAP
37
37
38
38
IE=27.4
IE=27.6
CONC MON IN CASE
REESTABLISHED PER DNR
PERMIT 7373 - 18"T X 6"W
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE
INDICATED WITH STRIKETHROUGH TEXT.
REFER TO CONTRACT DOCUMENTS FOR
ADDITIONAL DETAILS
IE=25.3
STA A6+27 JOINT DEFLECTION
THROUGH CURVE
JOINT DEFLECTION
THROUGH CURVE
11'STA A9+23, 0' RT
STA A9+42, 3' LT
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32
33
33
33
34
33
34
34
33
34
34
33
3333
32
32 NO PARKING FIRE LANECRPL #3 66" STL
CRPL#3 66" STL CRPL#3 66" STL
FO DUCT
FO DUCT FO DUCT
FO DUCT
A10+00 A11+00 A12+00 A13+00 A14+00
8" SDR 35 SS 8" C900 SS8" SDR 35 SS2"PVC CONDUIT
8"
D
I
S
D8"PP SD12"C900 SD
12"DI S
D
15"PP SD
8"DI SD 8"DI SD8"
D
I
S
D
STA A13+15, 4.3' LT
1-SDMH #5.5
12"PP SD
8"DI SD
STA A9+84, 16' LT
STA F0+84, 13' LT
1-12" TEE, FLG
3-12" GV, FLGxRJ
1-TB
STA A11+48, 10' LT = STA S1+00
1-12" TEE, FLG
3-12" GV. FLGxRJ
1-TB
1-12"X8" RDCR
4-45° BENDS
STA G-0+04, 9' RT
STA A12+78, 4' LT
1-12" 90° BEND, RJ
1-TB
STA A9+71, 0' LT
STA F1+00, 0'RT
STA A12+87
STA G0+00
STA A9+85, 7' LT
1-12" 45° VERT BEND, RJ
IE=27.5
STA A9+90, 7' LT
1-12" 45° VERT BEND, RJ
IE=24.0
STA A12+64, 4' LT
1-12" 45° BEND, RJ
1-TB
STA A14+00, 39' RT
1-12" GV, RJxRJ
2-12" SOLID SLV, RJ
IE=26.9
STA A12+86, 39' RT
1-22.5° BEND, RJ
1-TB
STA A10+20, 13' LT
1-12" INSULATING SLV STA A12+35, 4' LT
1-12" INSULATING SLV
STA A12+30, 4' LT
1-1" AIR RELEASE VALVE
STA A12+92, 39' RT
1-22.5° BEND, RJ
1-TB
STA A13+04, 39' RT
1-12" INSULATING SLV
IE=27.15
STA A12+73, 4' LT
1-12" 45° BEND, RJ
1-TB
STA A11+75, 11' LT
1-12" 45° BEND
1-TB
IE=26.97 STA A12+43, 4' LT
1-12" GV, RJxRJ
STA A11+81, 5' LT
1-12" 45° BEND
1-TB
IE=27.05
10'-1"8"DI WF1+0012"DI W12"DI W
12"DI WG0+00A10+00 A11+00 A12+00 A13+00 A14+00
12"DI
W
TS
TS TS
TS
TS
STA A12+78, 39' RT
1-12" TEE, FLG
3-12" GV, FLGxRJ
1-TB
10
15
20
25
30
35
40
45
10
15
20
25
30
35
40
45
A9+60 A9+80 A10+00 A10+20 A10+40 A10+60 A10+80 A11+00 A11+20 A11+40 A11+60 A11+80 A12+00 A12+20 A12+40 A12+60 A12+80 A13+00 A13+20 A13+40 A13+60 A13+80 A14+00 A14+20 A14+40EXIST UGPEXIST UGPEXIST UGPEXIST UGP12"DI WEXIST TEXIST 6"W (TBA)PROP 12"SDIE=36.0PROP 12"SDIE=30.9PROP 12" WIE=26.6PROP 12"WIE=0.0MATCHLINE STA A9+60SEE SHEET W-24' MINCOVEREXIST GR @
ROW CL
EXIST 8"W (TBA)EXIST 12"DI WPROP 12"WIE=27.5PROP 8"SSIE=0.0PROP WSEXIST GPROP WSSTA A9+90
1-12" 45° VERT BEND, RJ
IE=27.5
STA A9+85
1-12" 45° VERT BEND, RJ
IE=24.0
STA A12+64
1-12" 45° VERT BEND, RJ
IE=27.6
STA A12+78
1-12" 90°, RJ
IE=20.0
STA A12+78
1-12" 22.5° BEND, RJ
IE=26.5
STA A12+83
1-12" 22.5° BEND, RJ
IE=26.5
STA A12+88
1-12" 22.5° BEND, RJ
IE=28.3
INSTALL JOINT BONDS AT ALL
JOINTS AND ANODES EVERY 20'
STA A10+20
1-12" INSULATING SLV
STA A12+35
1-12" INSULATING SLV
IE=28.9
STA A13+04
1-12" INSULATING SLV
INSTALL JOINT BONDS AT ALL JOINTS
AND ANODES EVERY 20'
STA A12+73
1-12" 45° VERT BEND, RJ
IE=20.0
IE=28.0
IE=19.5
IE=19.5EXIST FO DUCTIE=26.0IE=24.018-2251
W-3
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 2ND ST
WATER PLAN & PROFILE
STA A9+60 TO STA A14+40
JAM
BAW
TTT
80NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-W-R.dwg W-3 11/10/2023 1:10 PM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
S 2ND ST
MATCHLINE STA A9+60SEE SHEET W-2SHATTUCK AVE S1 TYP
FOR CONTINUATION
SEE SHEET W-15
FOR CONTINUATION
SEE SHEET W-19
15
20
WHITWORTH AVE SD
W-40
WATER SERVICE TABLE
SERVICE
NO.ADDRESS SIZE APPROX STATION
AT MAIN
FIELD VERIFIED
STATION AT
MAIN
321 S 2ND ST 1"A12+07, 5' LT A12+09, 16' RT
IRRIGATION 2"A13+26 A13+24, 18' RT
1
2
EXIST 6" FIRE
SPRINKLER VAULT
1
8
43FOR CONTINUATION
SEE SHEET W-30
24
13
2
13
15
8
20
1 CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-6
12" GATE VALVE TO BE CUT IN BY CITY
FORCES PRIOR TO ABANDONMENT OF EXIST
WATER
WATER SERVICES CROSSING SPU SHALL USE
KAMCO MUNICIPAL AQUA SHIELD COPPER
PIPE
PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATIONS TYPE FF, SEE
CORROSION PROTECTION DETAILS SHT CP-1
REPLACE EXIST WATER LATERAL SETTER AND
METER BOX PER COR STD PLAN 320.3 AND
RECONNECT TO EXIST SERVICE
FH ASSY PER COR STD PLAN 310.1, CLOSE
EXIST HYDRANT VALVE, REMOVE HYDRANT,
VALVE COVER, & VALVE BOX, SALVAGE TO
COR OR DISPOSE AS DIRECTED BY CITY
ENGINEER
REPLACE EXIST WATER LATERAL AND METER
PER COR STD PLAN 320.1 AND RECONNECT
TO EXIST SERVICE
WATER SERVICE TO BE INSTALLED WITH A 2"
SADDLE TAP PRIOR TO ABANDONMENT OF 8"
WATER BETWEEN SHATTUCK AVE S AND
WHITWORTH AVE S
PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATIONS TYPE FI, SEE
CORROSION PROTECTION DETAILS, SHT CP-1
TEMPORARY WATER SERVICE WITH END CAP
AND THRUST RESTRAINT, SEE SHT D-3
SEE SHT W-19 FOR PIPE CONTINUATION
SEE SHT W-30 FOR PIPE CONTINUATION
SEE SHT W-30 FOR PIPE CONTINUATION
AIR RELEASE VALVE PER COR STD PLAN
340.3
EXIST WATER TO BE ABANDONED AND/OR
REMOVED, SEE SHT D-3
24
CONNECT TO EXIST 6"
WATER SEE SHT W-30
FOR PLAN & PROFILE
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'7926
6
6
9
29
28
28
30
6 26
26 9
27
36
27
26
27
28
29
30
36
± 320 LF OF 12" CL 52
REST JOINT DI WATER
MAIN WITH POLYWRAP
37
37
IE=26.9
PROVIDE TEMPORARY
SUPPORT AND PROTECT
EXISTING FO DUCT
DURING CONSTRUCTION
IE=26.35
IE=19.16
18"
COR CREWS INSTALLED
12/9/2021 1'-6" NIPPLE
TO 12" SLEEVE 5 FT TO
TOP OF PIPE
33"
33" NIPPLE
BETWEEN
SLEEVES. 4'-9"TO TOP OF PIPE
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE
INDICATED WITH STRIKETHROUGH TEXT.
REFER TO CONTRACT DOCUMENTS FOR
ADDITIONAL DETAILS
STA A11+42, 6' LT
IE=26.62
FOUND PREVIOUSLY
UNKNOWN LUMEN FO DUCT
STA A12+57, 5' LT
5' LT
5' LT
5' LT
5' LT
STA G-0+05
7' LT
F0+93, 9' LT
A9+80, 7' LT
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••323333323232
32
32
32
31
3
2 CRPL#2 51.5" STLCRPL#1 66" STLCRPL#3 66" STLCRPL#1 66" STLCRPL#2 51.5" STL•••••••••••••••••••FO DUCTFO DUCTF1+00 F2+00 F3+00 F4+00 F5+00
8" SDR 35 SS8" SDR 35 SS2"PVC CONDUIT18" PP SD 18" PP SD 18" PP SD12"PP SD12"PP SD12"PP SD15"PP SD8" DI SDSTA F0+84, 13' LT
1-12" TEE, FLG
1-12" GV, FLGxFLG
2-12" GV, FLGxRJ
1-TB
STA F1+41, 11' LT
1-12" GV, RJ
1-TB
STA F1+83, 10' LT
1-12" 45° BEND, RJ
1-TB
STA F1+88, 10' LT
1-12" 45° BEND, RJ
1-TB
STA F2+23, 9' LT
1-12" 45° BEND, RJ
1-TB
STA F2+32, 9' LT
1-12" 45° BEND, RJ
1-TB
STA F2+40, 8' LT
1-12" 45° BEND, RJ
1-TB, IE=27.0
STA F2+45, 13' LT
1-12" 45° BEND, RJ
1-TB, IE=27.2
STA F0+95, 38' RT
STA F4+05, 12' LT
1-12"x4" TEE, FLGxRJ
1-4" GV, FLGxRJ
1-TB
STA F6+08, 11' LT
1-12" 22.5° BEND, RJ
COMPOUND BEND
1-TB
STA F1+76, 10' LT
1-12"x6" TEE, RJxFL
1-6" GV, FLxRJ
1-FH, 24' LT
1-12" GV, RJ
1-TB
STA F6+03, 11' LT
1-12"x6" TEE, RJxFL
1-6" GV, FLxRJ
1-FH, 24 LT
1-TB
STA F1+16, 12' LT
1-12" 45° BEND, RJ
1-TB, 1-DEADMAN
STA F3+10, 9' LT
1-12"x6" TEE, RJxFL
1-6" GV, FLxRJ
1-FH, 24' LT
1-12" GV, RJ
1-TB, IE=27.5
STA F1+66, 11' LT
1-1" AIR RELEASE VALVE
STA F4+04, 18' RT
1-4" 45° BEND, RJ
1-TB
STA F4+09, 23' RT
1-4" 45° BEND, RJ
1-TB
STA F6+14, 11' LT
1-12" 22.5° BEND, RJ
1-TB
F1+00 F2+00 F3+00 F4+00 F5+00
12"DI W12"DI W12"DI W12"DI WTSTS
TSTS
TSTS
STA F2+65, 13' LT
1-12" INSULATING SLV
IE=27.5
STA F1+24, 12' LT
1-12" 45° BEND, RJ
1-TB, 1-DEADMAN
STA F1+02, 8' LT
1-12" 45° BEND, RJ
1-TB
1-DEADMAN
STA F0+97, 8' LT
1-12" 45° BEND, FLGxRJ
1-TB
1-DEADMAN
15
20
25
30
35
40
45
15
20
25
30
35
40
45
F0+80 F1+00 F1+20 F1+40 F1+60 F1+80 F2+00 F2+20 F2+40 F2+60 F2+80 F3+00 F3+20 F3+40 F3+60 F3+80 F4+00 F4+20 F4+40 F4+60 F4+80 F5+00 F5+20 F5+40 F5+60 F5+80
45° BEND MOVED TO
DROP BELOW FOUND FO
DUCT, CASING EXTENDED
APPROX 21' LONG
CASING
APPROX 15' LONG
CASING
12"DI WEXIST TEXIST 66"W (SPU)CROWN= 28.8, IE=23.3EXIST UGP (3)EXIST 51.5"W (SPU)CROWN=29.7, IE=25.4EXIST 12" SD (TBA)PROP 12" WIE=26.6EXIST 66"W (SPU)CROWN=29.5, IE=24.0EXIST T(2)PROP WSEXIST UGPEXIST UGPTO BE RELOCATEDPROP 12" SDIE=30.5PROP 12" SDIE=29.4PROP SS SIDE SEWEREXIST GR @
ROW CL
MATCHLINE STA F5+80SEE SHEET W-164' MINCOVER2'MINSTA F0+86
1-12" 45° BEND, FLGxRJ
IE=26.7
STA F1+83
1-12" 45° VERT BEND, RJ
IE=26.4
STA F2+23
1-12" 45° VERT BEND, RJ
IE=20.4
STA F2+32
1-12" 45° VERT BEND, RJ
IE=27.0
STA F1+24
1-12" 45° BEND, RJ
IE=26.42'MINPROP WS (3)24"STEEL
CASING, LTFPROP FHPROP 12" SDIE=29.4EXIST 8"SDSTA F1+88
1-12" 45° VERT BEND, RJ
IE=20.3PROP 12" SDIE=27.3PROP 12" SSIE=20.8PROP WS24"STEEL
CASING, LTF
STA F0+94
1-12" 45° BEND, RJ
IE=19.5 STA F1+16
1-12" 45° BEND, RJ
IE=19.5 PROP SS SIDE SEWERPROP FHSTA F2+65
1-12" INSULATING SLV
INSTALL JOINT BONDS AT ALL JOINTS
AND ANODES EVERY 20'
IE=24.0
IE=24.0
IE=24.4
IE=19.5
IE=19.8
IE=26.3EXIST FO DUCTF1+02
F0+95
18-2251
W-15
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
SHATTUCK AVE S
WATER PLAN & PROFILE
STA F0+00 TO STA F5+80
JAM
BAW
TTT
81NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-W-R.dwg W-15 11/10/2023 10:14 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILES 2ND STMATCHLINE STA F5+80SEE SHEET W-16SHATTUCK AVE S 1 TYP
TYP
OF 3
20
21
FOR CONTINUATION
SEE SHEET W-2
FOR CONTINUATION
SEE SHEET W-3
WATER SERVICE TABLE
SERVICE
NO.ADDRESS SIZE APPROX STATION
AT MAIN
211 SHATTUCK AVE S 4"F4+09, 27' RT
305 S 2ND ST 1"F1+70, 28' LT
309 S 2ND ST 1"F1+71, 28' LT
315 S 2ND ST 1"F1+72, 28' LT
220 SHATTUCK AVE 1"F3+58, 24' LT
1
2
3
4
5
4
2 3 4
495012 542014
5
1
15
9
26
12
15
3
4
20
1 CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-6
REMOVE AND REPLACE EXIST STORM TO A
DISTANCE OF 10 FT ON BOTH SIDES OF PROP
WATER, STORM PIPE SHALL BE C900 PVC AND
SHALL MATCH EXIST SLOPE, SIZE, AND
ALIGNMENT
SUPPORT SPU WATER IN PLACE PER 1-07.17, DO
NOT ALLOW EXIST PEA GRAVEL BACKFILL TO
UNRAVEL, BACKFILL PIPE BEDDING PER SPU
STD PLAN 350
PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATIONS TYPE FF, SEE
CORROSION PROTECTION DETAILS, SHT CP-1
CASING PIPE SHALL CONFORM TO STD 412, SPU
SUPPORT DETAILS IN APPENDIX A
WATER SERVICES CORP CONNECTIONS SHALL
BE A MIN OF 18" FROM OTHER SERVICES OR
FITTINGS
FH ASSY PER COR STD PLAN 310.1, CLOSE
EXIST HYDRANT VALVE, REMOVE HYDRANT,
VALVE COVER, & VALVE BOX, SALVAGE TO COR
OR DISPOSE AS DIRECTED BY CITY ENGINEER
REPLACE EXIST WATER LATERAL AND METER
PER COR STD PLAN 320.1 AND RECONNECT TO
EXIST SERVICE
REPLACE EXIST WATER LATERAL AND METER
PER COR STD PLAN 320.4 AND RECONNECT TO
EXIST SERVICE
PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATIONS TYPE FI, SEE
CORROSION PROTECTION DETS, SHT CP-1
TEMPORARY WATER SERVICE WITH END CAP
AND THRUST RESTRAINT, SEE SHT D-15
SEE SHT W-2 FOR PIPE CONTINUATION
FH ASSY PER COR STD PLAN 310.1
AIR RELEASE VALVE PER COR STD PLAN 340.3
EXIST WATER TO BE ABANDONED AND/OR
REMOVED, SEE SHT D-15
CONCRETE DEADMAN BLOCKING PER
DETAIL ON W-44. TO BE INSTALLED PRIOR
TO FINAL CONNECTION
21
14
9
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'375253553
26
26
27
35
31
26
27
31
35
36
211 212
300220
37
36
37
± 490 LF OF 12" CL 52
REST JOINT DI WATER
MAIN WITH POLYWRAP
1-11.25° BEND
IE=23.2
IE=17.9
99
F2+43
IE=27.9
IE=26.5
IE=25.4
1-4"x4" TEE, RJ
2-4" GV
2-4" 45° BEND
2-TB
36" DEEP
RECORD DRAWINGS SHOW CONTRACTOR SURVEYED
STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL
DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO CONTRACT
DOCUMENTS FOR ADDITIONAL DETAILS
99
8' LT
8' LT
99
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3131
31
••••••••••••••••••••••••••••••••••••••••••••••••••••••••8" SDR 35 SS
18" PP SD 24" PP SD18" PP SD24" PP SD 24" PP SD 24" PP SD12"PP SD12"PP SD12"D
I
S
D
12"DI
S
D 12"C900 SD12"C900 SD1
2
"C
9
0
0
SD
STA F6+44, 5' LT
1-12" PLUG, RJ
1-TB
STA F6+44, 13' LT
1-12" TEE, FLGxRJ (CUT-IN)
1-12" GV, FLGxRJ
2-12" SOLID SLV, RJ
1-TB
STA F6+08, 11' LT
1-12" 22.5° BEND, RJ
COMPOUND BEND
1-TB
STA F6+34, 13' LT
1-12" 22.5° BEND, RJ
1-TB
STA F6+39, 13' LT
1-12" 22.5° BEND, RJ
1-TB
STA F6+03, 11' LT
1-12"x6" TEE, RJxFL
1-6" GV, FLxRJ
1-FH, 24 LT
1-TB STA F6+44, 10' RT
1-12" GV, RJ
2-12" SOLID SLV, RJ
STA F6+14, 11' LT
1-12" 22.5° BEND, RJ
1-TB
F6+00 F7+00 F8+00 F9+00 F10+00
12"DI W
STA F6+45, 40' RT
1-6" SPL, LTF
1-FH, STA F6+79, 40' RT
10
15
20
25
30
35
40
10
15
20
25
30
35
40
F5+80 F6+00 F6+20 F6+40 F6+60 F6+80 F7+00 F7+20 F7+40 F7+60 F7+80 F8+00 F8+20 F8+40 F8+60 F8+80 F9+00 F9+20 F9+40 F9+60 F9+80 F10+00 F10+20 F10+40 F10+60
12"DI W CONNECT TOPROP 12"WEXIST 12" SD(TO BE REPLACED)IE=26.0EXIST UGPPROP FHEXIST COMEXIST SS (TBA)IE=25.6MATCHLINE STA F5+80SEE SHEET W-15MATCHLINE STA F10+60SEE SHEET W-17EXIST GR @
ROW CL
STA F6+08
1-12" 22.5° VERT BEND, RJ
IE=25.9
STA F6+14
1-12" 22.5° COMPOUND BEND, RJ
IE=23.5
STA 6+34
1-12" 22.5° COMPOUND BEND, RJ
IE=23.5
STA 6+39
1-12" 22.5° VERT BEND, RJ
IE=25.7
EXIST 12"W4' MINCOVER4"18-2251
W-16
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
SHATTUCK AVE S
WATER PLAN & PROFILE
STA F4+80 TO STA F10+60
JAM
BAW
TTT
82NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-W-R.dwg W-16 11/10/2023 10:14 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILES 3RD STMATCHLINE STA F10+60SEE SHEET W-17SHATTUCK AVE S
MATCHLINE STA F5+80SEE SHEET W-151 TYP
15
10
S 3RD PLG
W-41
565710
15
5
1 CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-6
REMOVE AND REPLACE CATCH BASIN (TYPE 1),
REMOVE AND REPLACE EXIST STORM PIPE
FROM CATCH BASIN TO 10 FT PAST PROP
WATER, STORM PIPE SHALL BE C900 PVC AND
SHALL MATCH EXIST SLOPE, SIZE, AND
ALIGNMENT
CONNECT TO EXIST MAIN W/ CUT-IN TEE &
VALVE PER COR STD PLAN 300.2
FIRE HYDRANT ASSEMBLY PER COR STD PLAN
310.1. CLOSE EXIST HYDRANT VALVE, REMOVE
HYDRANT, VALVE COVER, & VALVE BOX.
SALVAGE TO COR OR DISPOSE AS DIRECTED
BY CITY ENGINEER
EXIST WATER TO BE ABANDONED AND/OR
REMOVED, SEE SHT D-16
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
5
301
220
207
± 65 LF OF 12" CL 52
REST JOINT DI WATER
MAIN WITH POLYWRAP
37
37
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE
INDICATED WITH STRIKETHROUGH TEXT.
REFER TO CONTRACT DOCUMENTS FOR
ADDITIONAL DETAILS
IE=22.7
CONC MON IN CASE
REESTABLISHED PER DNR
PERMIT 7373 - 18"T X 6"W
HYDRANT AND 6" SPOOL
REPLACED BY CITY TO
EXIST 6" GV
5/25/20228'-5"102" OF 12" DI FROM GV
TO SLEEVE. 5' TO TOP OF
PIPE
5' TO TOP OF PIPE
1'-6"5' TO TOP OF PIPE 2'TOP OF SD=24.3
NO W DEFLECTION
REQUIRED
5' RT
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3434333433
3333
33
33
CRPL #2 51.5" STLCRPL#3 66" STLCRPL#1 66" STL••••••••••••••••••••••••••••••••••••••FO DUCTFO DUCTFO DUCTG0+00 G1+00 G2+00 G3+00
8" C900 SS8" C900 SS8" SDR 35 SS12" PP SD
8"DI SD8
"
D
I
SD12"DI SD8"DI SD
STA A13+15, 4.3' LT
8"DI SDSTA G-0+05, 9' RT
1-12" 90° BEND, RJ
1-TB
STA G0+20, 9' RT
1-12" 45° BEND, RJ
1-TB
STA G0+39, 9' RT
1-12" TEE, FLG
3-12" GV, FLGxRJ
1-TB
STA G0+69, 9' RT
1-12"x6" TEE, RJxFL
1-6" GV, FLxRJ
1-FH, 24 LT
1-TB
IE=27.0
STA G0+27, 9' RT
1-12" 45° BEND, RJ
1-TB
STA G0+00, 0' RT
STA A12+87, 0' RT
STA G1+82, 8' RT
1-12" 45° BEND, RJ
1-TB
STA G1+90, 8' RT
1-12" 45° BEND, RJ
1-TB
STA G2+24, 8' RT
1-12" 45° BEND, RJ
1-TB
STA G2+32, 8' RT
1-12" 45° BEND, RJ
1-TB
STA G2+59, 8' RT
1-12" 90° BEND, FLGxRJ
1-12" DI SPL, LTF
1-12" TAPPING GV, FLG
2-TB
1-12" TAPPING TEE, FLG
STA G2+56, 8' RT
INSULATING SLV
12"DI W
12"DI WG0+00 G1+00 G2+00 G3+00
12"DIWTSTSTSTS TS TS
STA G0+37, 27' LT
1-12"x2" TEE
1-2" GV
STA S0+94
10
15
20
25
30
35
40
45
10
15
20
25
30
35
40
45
G-0+20 G0+00 G0+20 G0+40 G0+60 G0+80 G1+00 G1+20 G1+40 G1+60 G1+80 G2+00 G2+20 G2+40 G2+60 G2+80 G3+00 G3+20
APPROX 15' LONG
CASING
APPROX 15' LONG
CASING
EXIST 12"W
12"DI W EXIST 66"W (SPU)CROWN=29.7, IE=24.2EXIST 51.5"W (SPU)CROWN=30.3, IE=26.0EXIST 12"SDIE=28.5EXIST 6"SD (TBA)IE=28.9PROP 8"SSIE=19.3EXIST 12"SD (TBA)IE=28.4EXIST UGP (3)EXIST UGPEXIST UGP (3)EXIST 6"SD (TBA)IE=29.8EXIST 66"W (SPU)CROWN=28.7, IE=23.2PROP FHMATCHLINE STA G3+20SEE SHEET W-20EXIST GR @
ROW CL
2'MINSTA G0+27
1-12" 45° VERT BEND, RJ
IE=27.2
STA G0+20
1-12" 45° VERT BEND, RJ
IE=20.0
STA G1+90
1-12" 45° VERT BEND, RJ
IE=20.5
STA G1+82
1-12" 45° VERT BEND, RJ
IE=26.4
STA G2+24
1-12" 45° VERT BEND, RJ
IE=20.5
STA G2+31
1-12" 45° VERT BEND, RJ
IE=25.52'MIN4' MINCOVEREXIST 8"W (TBA)PROP 12"SDIE=30.9PROP 12"WIE=0.0PROP WSCONNECT TOEXIST 12"WIE=26.624" STEEL
CASING, LTF
24" STEEL
CASING, LTFEXIST UGP & TPROP 12"WIE=26.5INSTALL JOINT BONDS AT ALL JOINTS
AND ANODES EVERY 20'
STA G2+55
1-12" INSULATING SLVEXIST GIE=19.5
IE=26.5 IE=27.5
IE=26.6
18-2251
W-19
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
WHITWORTH AVE S
WATER PLAN & PROFILE
STA G0+00 TO STA G3+20
JAM
BAW
TTT
83NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-W-R.dwg W-19 11/10/2023 10:14 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
WHITWORTH AVE S
MATCHLINE STA G3+20SEE SHEET W-201 TYP
20
17
15
FOR CONTINUATION
SEE SHEET W-3 S 2ND ST12"DI W
24
WATER SERVICE TABLE
SERVICE
NO.ADDRESS SIZE APPROX STATION
AT MAIN
FIELD VERIFIED
STATION AT MAIN
319 S 2ND ST 1"G1+29 G1+291
4
E
W-41
8
125960586119
1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
REMOVE AND REPLACE EXISTING STORM TO A
DISTANCE OF 10 FT ON BOTH SIDE OF PROP
WATER, STORM PIPE SHALL BE C900 PVC AND
SHALL MATCH EXISTING SLOPE, SIZE, AND
ALIGNMENT
SUPPORT SPU WATER IN PLACE PER 1-07.17, DO
NOT ALLOW EXIST PEA GRAVEL BACKFILL TO
UNRAVEL. BACKFILL PIPE BEDDING PER SPU STD
PLAN 350
GAS TO BE RELOCATED PRIOR TO CONSTRUCTION
WATER SERVICES CROSSING SPU SHALL USE
KAMCO MUNICIPAL AQUA SHIELD COPPER PIPE
PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATIONS TYPE FF, SEE
CORROSION PROTECTIONS DETAILS SHT CP-1
CASING PIPE SHALL CONFORM TO STD 412 SPU
SUPPORT DETAILS IN APPENDIX A
FIRE HYDRANT ASSEMBLY PER COR STD PLAN
310.1, CLOSE EXIST HYDRANT VALVE, REMOVE
HYDRANT, VALVE COVER, & VALVE BOX, SALVAGE
TO COR OR DISPOSE AS DIRECTED BY CITY
ENGINEER
CONNECT TO EXIST MAIN W/TAPPING TEE &
VALVES PER COR STD PLAN 300.1
REPLACE EXIST WATER LATERAL AND METER PER
COR STD PLAN 320.1 AND RECONNECT TO EXIST
SERVICE
WATER SERVICE TO BE INSTALLED WITH A 2"
SADDLE TAP PRIOR TO ABANDONMENT OF 8"W
BETWEEN SHATTUCK AVE S AND WHITWORTH
AVE S
PROPOSED WATER MAY HAVE A CONFLICT WITH
EXISTING UTILITY TO BE ABANDONED,
CONTRACTOR SHALL TAKE APPROPRIATE
MEASURE TO INSTALL THE WATER UTILITY SUCH
THAT FUNCTIONALITY OF THE EXISTING UTILITY
IS MAINTAINED UNTIL SUCH TIME AS IT IS
ABANDONED
PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATIONS TYPE FI, SEE
CORROSION PROTECTION DETAILS, SHT CP-1
TEMPORARY WATER SERVICE, SEE SHT D-19
SEE SHT W-3 FOR PIPE CONTINUATION
EXISTING WATER TO BE ABANDONED AND/OR
REMOVED, SEE SHT D-19
4
8
12
15
17
3
7
20
24
25
9
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
EXIST DEADMAN BLOCK
147
3
26
9
26
32
12
32
26
26
27
220
215
319
321
32
37
32
37
D
W-40
CONNECT TO
EXIST 12" W
± 265 LF OF 12" CL 52
REST JOINT DI WATER
MAIN WITH POLYWRAP
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE
INDICATED WITH STRIKETHOUGH TEXT.
REFER TO CONTRACT DOCUMENTS FOR
ADDITIONAL DETAILS
IE=26.4
IE=19.2
6' TO TOP OF 90
FROM INSULATING SLEEVE TO
90 IS 26"
FROM 90 TO 12" TAPPING VALVE
IS 50"
6' TO TOP OF PIPE
2'-
2
"4'-2"
•••••••••••••••••••••••••33333333
33••••••24" C900 SS24" C900 SS8" C900 SS
18" PP SD18" PP SD12" PP SD 12" PP SD
12"D
I
S
D
12"DI SD12"DI SDSTA G5+45, 6' LT
1-12"x12" TEE, FLGxRJ (CUT-IN)
1-12" GV, FLGxRJ
1-TB
3-12" SOLID SLV, RJ
1-12" GV, RJxRJ
STA G6+25, 6' LT
1-12"x6" TEE, FLGxRJ
1-12" PLUG, RJ
2-TB
1-4" GV, FLGxRJ
STA G6+24, 15' LT
1-6" 90° BEND, RJ
1-6" SOLID SLV, RJ
1-TB
STA G5+58, 6' LT
1-12" 11.25° BEND, RJ
1-TB
STA G5+63, 6' LT
1-12" 11.25° BEND, RJ
1-TB
STA G5+79, 6' LT
1-12" 11.25° BEND, RJ
1-TB
STA G5+85, 6' LT
1-12" 11.25° BEND, RJ
1-TB
G4+00 G5+00
G6+00
12"DI W
15
20
25
30
35
40
45
15
20
25
30
35
40
45
G3+20 G3+40 G3+60 G3+80 G4+00 G4+20 G4+40 G4+60 G4+80 G5+00 G5+20 G5+40 G5+60 G5+80 G6+00 G6+20 G6+40 G6+60CONNECT TOEXIST 12" W12"DI WPROP 24" SSIE=15.5EXIST GEXIST UGP (2)EXIST GR @
ROW CL
MATCHLINE STA G3+20SEE SHEET W-194' MINCOVEREXIST 4"W
STA G5+63
1-12" 11.25° VERT BEND, RJ
IE=26.2
STA G5+58
1-12" 11.25° VERT BEND, RJ
IE=27.8 STA G5+85
1-12" 11.25° VERT BEND, RJ
IE=27.8
STA G5+79
1-12" 11.25° VERT BEND, RJ
IE=26.2 EXIST G18-2251
W-20
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
WHITWORTH AVE S
WATER PLAN & PROFILE
STA G3+20 TO STA G6+00
JAM
BAW
TTT
84NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-W-R.dwg W-20 11/10/2023 10:14 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
WHITWORTH AVE S
MATCHLINE STA G3+20SEE SHEET W-19S 3RD ST1 TYP
H
W-41
62631 CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-6
EXIST WATER TO BE ABANDONED AND/OR
REMOVED, SEE SHT D-20
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
400
322
321
325
401
± 80 LF OF 12" CL 52
REST JOINT DI WATER
MAIN WITH POLYWRAP
37
CONNECT TO EXIST 6" W
H
W-41
37
4"
1-12"x4" TEE
RT
RT
1-4" 90° BEND
1-4" SOLID SLV
IE=27.7
RT
STA G5+46, 30' RT
1-6" SPL, LTF
1-FH, STA G5+81, 31 RT
HYDRANT AND 6"
SPOOL REPLACED BY
CITY TO EXIST 6" GV ON
9/2/2021
RT
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE
INDICATED WITH STRIKETHOUGH TEXT.
REFER TO CONTRACT DOCUMENTS FOR
ADDITIONAL DETAILS
DID NOT INSTALL BENDS
RT
RT
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••46
454644 45
4544
4
4
45
46
4
343 CRPL#3 66" STL
CPPL#3 66" STLL0+00L1+00 L2+00 L3+00 L4+0012" C900 SS8" SDR 35 SS12" CIPP SSC
9
0
0C900
12"PP SD24"C900 SDSTA L4+75, 11' RT
1-12"x6" TEE, RJxFL
1-6" GV, FLxRJ
1-FH, 29' RT
1-12" GV, RJ
1-TB
STA L4+25, 11' LT
1-12" 45° BEND, RJ
ROTATED DOWN
1-TB
STA L3+96, 0' RT
STA L3+98, 11' LT
1-12" CROSS, RJxFLG
2-12" GV, RJxFLG
2-12" INSULATING SLV, RJ
IE=39.9
STA L4+03, 11' LT
1-12" 45° BEND, RJ
1-TB
STA L4+07, 11' LT
1-12" 45° BEND, RJ
1-12" INSULATING SLV, RJ
1-TBSTA L2+02, 10' LT
1-12"x8" TEE, RJxFLG
1-12" GV, RJ
2-8" 45° BENDS, RJ
1-8" SOLID SLV, RJ
1-8" GV, RJxFLG
3-TB
STA L0+40, 0'
1-12" SOLID SLV, RJ
1-12"x8" RDCR, RJ
STA L0+83, 10' LT
1-12" 45° BEND, RJ
1-12" GV, RJ
1-TB
STA L4+50, 11' RT
1-12" 45° BEND, RJ
1-TB
IE=38.9
STA L4+18, 11' LT
1-12" 22.5° BEND, RJ
1-TB
STA L3+60, 11' LT
1-12" INSULATING SLV
STA L4+71, 11' RT
1-12" INSULATING SLV
STA L1+46, 10' LT
1-12"X2" TEE
1-2" GV
STA L1+11, 24' RT
1-12"X8" TEE, RJxFL (ROLLED DOWN)
1-8" 45° BEND, RJ
1-8" 90° BEND, RJ
1-8" SOLID SLV, RJ
1-12" PLUG, RF
1-TB
1-DEADMAN ON EXIST WATER MAIN
STA L1+35, 10' LT
1-12" 45° BEND, RJ
1-12" GV, RJ
1-TB
IE=37.9
L0+00L1+00 L2+00 L3+00 L4+00
12"DI W
TS TS
TS
25
30
35
40
45
50
55
25
30
35
40
45
50
55
L0+00 L0+20 L0+40 L0+60 L0+80 L1+00 L1+20 L1+40 L1+60 L1+80 L2+00 L2+20 L2+40 L2+60 L2+80 L3+00 L3+20 L3+40 L3+60 L3+80 L4+00 L4+20 L4+40 L4+60 L4+80
12"DI WEXIST GEXIST TABAN WEXIST UGP/FOEXIST GPROP SSIE=38.3PROP 12" W CROSSEXIST TPROP 24" SDIE=39.1EXIST TPROP CIPPIE=0.0EXIST UGPEXIST 66" W (SPU)CROWN=37.9, IE=32.4EXIST TSTA L4+03
1-12" 45° VERT BEND, RJ
IE=39.5
MATCHLINE STA L4+80SEE SHEET W-264' MINCOVEREXIST GR @
ROW CL
STA L4+07
1-12" 45° VERT BEND, RJ
IE=37.5 PROP FHSTA L4+18
1-12" 22.5° BEND, RJ
IE=37.5EXIST 8"WEXIST 6"SD(TO BE REPLACED)IE=41.7EXIST TPROP 12" SDIE=41.4PROP WSPROP WSPROP WSPROP SS SIDE SEWEREXIST SS SIDE SEWER6" MINSTA L4+25
1-12" 45° COMPOUND BEND, RJ
IE=39.312" MIN6" MIN6" MINPROP 8"WCONNECT TO EXIST 8" W6" MININSTALL JOINT BONDS AND ANODES FOR
EACH PIPE LENGTH AND FITTING
STA L3+60
1-12" INSULATING SLV STA L4+71
1-12" INSULATING SLVSTA L1+11
1-8" 45° COMPOUND BEND, RJ
1-8" 90° COMPOUND BEND, RJ
IE=MATCH EXIST WATER INVERTCONNECT TO EXIST 8" WEXIST TEXIST TEXIST 6"SDCONNECT TO EXIST 8" WPROP WSIE=40.5
IE=37.0
IE=37.0
IE=40.0
18-2251
W-25
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
MILL AVE S
WATER PLAN & PROFILE
STA L0+00 TO STA L4+80
JAM
BAW
TTT
85NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-W-R.dwg W-25 11/28/2023 3:18 PM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
MILL AVE S
MATCHLINE STA L4+80SEE SHEET W-261 CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-6
SEE SHT G-6 FOR STATION CL NORTHING
AND EASTINGS
REMOVE AND REPLACE EXIST STORM TO A
DISTANCE OF 10 FT ON BOTH SIDES OF
PROP WATER, STORM PIPE SHALL BE C900
PVC AND SHALL MATCH EXIST SLOPE, SIZE,
AND ALIGNMENT
SUPPORT SPU WATER IN PLACE PER
1-07.17, DO NOT ALLOW EXIST PEA
GRAVEL BACKFILL TO UNRAVEL, BACKFILL
PIPE BEDDING PER SPU STD PLAN 350
PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATIONS TYPE FF, SEE
CORROSION PROTECTION DETS
REPLACE EXISTING WATER LATERAL
SETTER AND METER BOX PER COR STD
PLAN 320.3 AND RECONNECT TO EXIST
SERVICE
WATER SERVICES CORP CONNECTIONS
SHALL BE A MIN OF 18" FROM OTHER
SERVICES OR FITTINGS
PLACE DENSE FOAM CUSHION AT ALL
UTILITY CROSSINGS WHERE WATERMAIN
CROSSES WITHIN 6" ABOVE/BELOW
ANOTHER UTILITY
REPLACE EXIST WATER LATERAL AND
METER PER COR STD PLAN 320.1 AND
RECONNECT TO EXIST SERVICE
PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATIONS TYPE FI, SEE
CORROSION PROTECTION DETS, SHT CP-1
EXIST WATER TO BE ABANDONED AND/OR
REMOVED, SEE SHT D-25
REPLACE SURVEY MONUMENT PER CITY STD
DETAIL H031 AS REQUIRED FOR
CONSTRUCTION
CONDUCT SITE SPECIFIC UTILITY
POTHOLING IN ADVANCE OF
CONSTRUCTION TO CONFIRM
LOCATION AND ELEVATION OF EXIST
UTILITY
CONCRETE DEAD MAN BLOCKING PER
DETAIL ON W-44. TO BE INSTALLED
PRIOR TO FINAL CONNECTION
4
13
20
13
K
W-42
L
W-42
2
14
20
WATER SERVICE TABLE
SERVICE
NO.ADDRESS SIZE APPROX STATION
AT MAIN
FIELD VERIFIED
STATION AT MAIN
IRRIGATION 1.5"L1+46, 10' LT L1+46, 10' LT
1023 BRONSON WAY 1"L2+45, 11' LT L2+45, 23' RT
1010 BRONSON WAY 1"L2+93, 11' LT L2+93, 23' RT
1
2
3
19
4
1
656466676869701
2 3 S 2ND ST26
9
B
RON
SON
W
A
Y
S
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'719
26
9
3
3
2
19
1023
1010
100
± 345 LF OF 12" CL 52
REST JOINT DI WATER
MAIN WITH POLYWRAP
37
CONNECT TO
EXIST 8" W
CONNECT TO
EXIST 12" W
37
38
38
13
K
W-42
APPROXIMATE LOCATION
OF BRIDGE APPROACH SLAB
IE=41.25
14
98
99
3
CONC. MON. IN CASE
REESTABLISHED PER DNR
PERMIT 7373 - 18"T X 6"W
CAP EXIST TEE
98
99
460
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE
INDICATED WITH STRIKETHOUGH TEXT.
REFER TO CONTRACT DOCUMENTS FOR
ADDITIONAL DETAILS
19
11"
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••4
7
47
4
7
48
4
9
5
3
5
2
5
1
50
4
9
48
4
74747
46
46
46
46
46
45
CRPL#3 66" STLCRPL#3 66" STL CRPL#3 66" STL CRPL#3 66" STL
L5+00 L6+00 L7+00 L8+00 L9+00L9+00
134 LF 12" CIPP SS284 LF 12" CIPP SS
12" PP SD 12"PP SD
8"C900 SD8"C900 SD8"DI SD
STA L8+13, 11' RT
1-12" 45° BEND, RJ
1-TB
IE=40.2
STA L8+23, 21' RT
1-12" 45° BEND, RJ
1-TB
IE=39.3
STA L8+39, 23' RT
1-12" 45° BEND, RJ
1-12" SOLID SLV, RJ
1-TB
STA L8+47, 17' RT
1-24"x12" TEE, FLG (TAPPING)
1-12" GV,FLGxRJ
1-TB
IE=37.0
STA L8+19, 1' LT
L5+00 L6+00 L7+00 L8+00 L9+00L9+00
12"DI W 12"DI W 12"DI W
STA L7+50, 11' RT
1-12"x6" TEE, RJxFL
1-6" GV, FLxRJ
1-FH, 29' RT
1-TB
25
30
35
40
45
50
55
25
30
35
40
45
50
55
L4+80 L5+00 L5+20 L5+40 L5+60 L5+80 L6+00 L6+20 L6+40 L6+60 L6+80 L7+00 L7+20 L7+40 L7+60 L7+80 L8+00 L8+20 L8+40 L8+60 L8+80 L9+00
12"DI W EXIST TEXIST UGPEXIST 8"SDIE=42.9CONNECT TOEXIST 24" WPROP FHMATCHLINE STA L4+80SEE SHEET W-25EXIST GR @
ROW CL
4' MINCOVERABAN SS SIDE SEWERABAN SS SIDE SEWERABAN SS SIDE SEWERABAN SS SIDE SEWERABAN SS SIDE SEWERPROP 8"SDIE=42.8PROP 8"SDIE=42.212"DI W
18-2251
W-26
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
MILL AVE S
WATER PLAN & PROFILE
STA L4+80 TO STA L9+00
JAM
BAW
TTT
86NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-W-R.dwg W-26 11/10/2023 10:14 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
MILL AVE S HOUSER WAY
SMATCHLINE STA L4+80SEE SHEET W-251 CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-6
REMOVE AND REPLACE CATCH BASIN (TYPE
1), REMOVE AND REPLACE EXIST STORM
PIPE FROM CATCH BASIN TO 10 FT PAST
PROP WATER, STORM PIPE SHALL BE C900
PVC AND SHALL MATCH EXIST SLOPE, SIZE,
AND ALIGNMENT
REPLACE EXIST WATER LATERAL SETTER
AND METER BOX PER COR STD PLAN 320.3
AND RECONNECT TO EXIST SERVICE
CONNECT TO EXIST MAIN W/TAPPING TEE &
VALVES PER COR STD PLAN 300.1
REPLACE EXISTING WATER LATERAL AND
METER PER COR STD PLAN 320.1 AND
RECONNECT TO EXIST SERVICE
EXIST WATER TO BE ABANDONED AND/OR
REMOVED, SEE SHT D-26
5
1 TYP
13
17
17
M
W-42
WATER SERVICE TABLE
SERVICE
NO.ADDRESS SIZE APPROX STATION
AT MAIN
FIELD VERIFIED
STATION AT MAIN
IRRIGATION 1.5"L7+63, 12' RT L7+61, 29' RT
235 MILL AVE S 1"L7+60, 12' RT L7+64, 28' RT
211 MILL AVE S 1"L6+65, 11' LT L6+67, 23' RT
1
2
3
13
20
20
3
1 2
5
7372CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
15
211
± 375 LF OF 12" CL 52
REST JOINT DI WATER
MAIN WITH POLYWRAP
37
CONNECT TO
EXIST 12" W
37
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE
INDICATED WITH STRIKETHOUGH TEXT.
REFER TO CONTRACT DOCUMENTS FOR
ADDITIONAL DETAILS
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3
1
31
29
30 303132NO PARK
ING
PARKING
F
I
R
E
L
A
N
EFIRE LANECRPL#1 66" STLCRPL#2 51.5" STLCRPL#3 66" STL••••••••••••••••••••••8" C900 SSSTA Q0+31, 17' LT
1-12"x8" RDCR. RJxRJ
1-8" SOLID SLV, RJ
STA Q0+44, 16' LT
1-12"x6" TEE, RJxFL
1-6" GV, FLxRJ
1-FH, 25' LT
1-TB
1-5'x5' CONC PAD
STA Q1+05, 12' LT
1-12" CROSS, FLG
4-12" GV, FLGxRJ
STA Q1+25, 10' LT
1-12"x8" RDCR, RJxRJ
1-8" SOLID SLV, RJ
STA Q1+00
STA A4+12
STA Q1+20
STA A4+14
STA Q0+96, 12' LT
1-12" 45° BEND, RJ
1-TB
STA Q0+92, 13' LT
1-12" 45° BEND, RJ
1-TB
STA Q0+55, 15' LT
1-12" 45° BEND, RJ
1-TB
STA Q0+51, 15' LT
1-12" 45° BEND, RJ
1-TB A4+00Q0+00
Q1+00
Q2+0012"DI W
12"DI W12"DI W15
20
25
30
35
40
15
20
25
30
35
40
Q0+00 Q0+20 Q0+40 Q0+60 Q0+80 Q1+00 Q1+20 Q1+40 Q1+60 Q1+80 Q2+00PROP 12"WIE=25.3EXIST TEXIST GEXIST UGP (2)EXIST TEXIST 8"SS (TBA)IE=25.8EXIST 8"SDIE=25.0EXIST TEXIST UGPPROP FH12"DI W
EXIST GR @
ROW CLPROP 8"SSIE=23.7CONNECT TOEXIST 8"WCONNECT TOEXIST 8"WEXIST 8"W (TBA)EXIST 8"W EXIST 8"W
STA Q0+59
1-12" 45° BEND, RJ
IE=25.2
STA Q0+61
1-12" 45° BEND, RJ
IE=23.2
STA Q0+92
1-12" 45° BEND, RJ
IE=23.1
STA Q0+96
1-12" 45° BEND, RJ
IE=25.112" MINSTA Q0+51
IE=25.0
STA Q0+55
IE=21.5 IE=21.5
IE=25.3
18-2251
W-29
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
LAKE AVE S
WATER PLAN & PROFILE
STA Q0+00 TO STA Q2+00
JAM
BAW
TTT
87NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-W-R.dwg W-29 11/10/2023 10:14 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE S 2ND STLAKE AVE S
15
B
W-40
C
W-40
1
15
1 CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-6
FIRE HYDRANT ASSEMBLY PER COR STD
PLAN 310.1, CLOSE EXIST HYDRANT VALVE,
REMOVE HYDRANT, VALVE COVER, & VALVE
BOX, SALVAGE TO COR OR DISPOSE AS
DIRECTED BY CITY ENGINEER
TEMPORARY WATER SERVICE WITH END CAP
AND THRUST RESTRAINT, SEE SHT D-29
SEE SHT W-1 FOR PIPE CONTINUATION
EXIST WATER TO BE ABANDONED AND/OR
REMOVED, SEE SHT D-29
CONCRETE DEADMAN BLOCKING PER
DETAIL ON W-44. TO BE INSTALLED
PRIOR TO FINAL CONNECTION
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
FOR CONTINUATION
SEE SHEET W-1
FOR CONTINUATION
SEE SHEET W-1
27
33
27
33
100
± 90 LF OF 12" CL 52
REST JOINT DI WATER
MAIN WITH POLYWRAP
37
37 SEE W-1SEE W-1CONNECT TO EXIST 8" W
CONNECT TO EXIST 8" W
9912'3'144" FROM NIPPLE TO 12"-8"
REDUCER. 672" OF ALL THREAD
32" TO TOP OF 8".
4' TO TOP OF 12"
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE
INDICATED WITH STRIKETHOUGH TEXT.
REFER TO CONTRACT DOCUMENTS FOR
ADDITIONAL DETAILS
CONC MON IN CASE
REESTABLISHED PER DNR
PERMIT 7373 - 18"T X 6"W
9999
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••33333433NO PARKING FIRE LANE34 FO DUCT8" SDR 35 SS8"PP S
D12"C900 SDSTA S0+66, 0' RT
1-8"x6" RDCR, RJ
1-6" 45° BEND, RJ
1-6" SOLID SLV, RJ
1-TB
STA S1+00, 0' LT = STA A11+48, 11' LT
1-12" TEE, FLG
3-12" GV, FLGxRJ
1-TB
8"DI W12"DI WA11+00A12+00STA S0+94
1-12"x8" RDCR
2-8" 45° VERT BEND
20
25
30
35
40
20
25
30
35
40
S0+20 S0+40 S0+60 S0+80 S1+00S1+00EXIST 8"SS (TBA)IE=25.8EXIST T (2)EXIST TEXIST 8"SS (TBA)IE=25.8EXIST UGP3' COVEREXIST GR @
ROW CL
PROP 12"WIE=27.5EXIST 6"W PROP 12"SDIE=28.012" MINCONNECT TO EXIST 6"WEXIST 6"W 3'-8"CVR18-2251
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of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
RENTON HIGH SCHOOL
WATER PLAN & PROFILE
STA S0+00 TO STA S1+00
JAM
BAW
TTT
88NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-W-R.dwg W-30 11/10/2023 10:14 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILE
FOR CONTINUATION
SEE SHEET W-3
S 2ND STFOR CONTINUATION
SEE SHEET W-3CRPL#3 66" STL8"DI W
2
N
W-43
APPROX LOCATION
OF EXIST 6"W
4425
25
2 SEE SHT G-6 FOR STATION CL NORTHING
AND EASTINGS
PROPOSED WATER MAY HAVE A CONFLICT
WITH EXIST UTILITY TO BE ABANDONED,
CONTRACTOR SHALL TAKE APPROPRIATE
MEASURE TO INSTALL THE WATER UTILITY
SUCH THAT FUNCTIONALITY OF THE EXIST
UTILITY IS MAINTAINED UNTIL SUCH TIME
AS IT IS ABANDONED
SEE SHT W-3 FOR PIPE CONTINUATION
EXIST WATER TO BE ABANDONED AND/OR
REMOVED, SEE SHT D-3
CONCRETE DEADMAN BLOCKING PER
DETAIL ON W-44. TO BE INSTALL PRIOR
TO FINAL CONNECTION
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
HIGH SCHOOL
ACCESS ROAD
32
32
321
± 35 LF OF 8" CL 52
REST JOINT DI WATER
MAIN WITH POLYWRAP
37
CONNECT TO EXIST 6" W 37
CONTRACTOR TO ROTATE
45° BEND AS NEEDED TO
MAKE CONNECTION
12"
99
PROVIDE TEMPORARY
SUPPORT AND PROTECT
EXIST FO DUCT DURING
CONSTRUCTION
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE
INDICATED WITH STRIKETHOUGH TEXT.
REFER TO CONTRACT DOCUMENTS FOR
ADDITIONAL DETAILS
99
12"7'-6"92" OF 8" DI 36" TO
TOP OF PIPE
1-12"x8"
99
STA A11+42, 6' LT
S0+65
STA S0+90
DUCT BANK FOUND APPROX
4.5' DEEP. 8" W RUN ABOVE
W/ FOAM PAD, SEE PHOTO
•••••••••••••••••••••••••••••••••••••••••••••••••••••••3636363651.5"24" C900 SS12"DI SD12" PP SD6" SD8"DI S
D12" DI SDSTA R0+94, 1' RT
1-12"x12" TEE, FLG (CUT-IN)
2-SOLID SLV, RJ
3-12" GV, FLGxRJ
1-TB
STA R1+92, 16' LT
1-6" 90° BEND, RJ
ROTATED UP
1-6" SOLID SLV, RJ
1-TB
IE=34.3
STA R1+00, 0' LT
STA R1+92, 2' RT
1-12" PLUG, RJ
1-4" GV, FLGxRJ
1-12"x6" TEE, RJxFLG
2-TB
STA R1+79, 2' RT
1-12"x6" TEE, RJxFLG
6 GV, FLGxRJ
1-FIRE HYDRANT (20' LT)
R0+83
R1+00
R2+00R2+00 STA R1+92, 6' LT
2-6" 45° VERT BEND
20
25
30
35
40
45
20
25
30
35
40
45
R0+80 R1+00 R1+20 R1+40 R1+60 R1+80 R2+00 R2+20EXIST TEXIST UGP12"DI W
EXIST GR @
ROW CL
4' MINCOVERPROP 8"SDIE=34.1PROP 12"SDIE=33.4EXIST GEXIST 6"WPROP FHCONNECT TOEXIST 6"WCONNECT TOEXIST 12"WPROP 24"SSIE=14.718-2251
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RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
SMITHERS AVE S
WATER PLAN & PROFILE
STA R0+00 TO STA R1+00
SEO
BAW
TTT
89NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-W-R.dwg W-31 11/10/2023 10:14 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=20' HORIZ, 1"=5' VERT
PROFILES 3RD ST1 TYP
1 CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-6
CONNECT TO EXIST MAIN WITH CUT-IN TEE
& VALVE PER COR STD PLAN 300.2
FH ASSY PER COR STD PLAN 310.1, CLOSE
EXIST HYDRANT VALVE, REMOVE HYDRANT,
VALVE COVER, & VALVE BOX, SALVAGE TO
COR OR DISPOSE AS DIRECTED BY CITY
ENGINEER
PROVIDE DENSE FOAM CUSHION AT ALL
UTILITY CROSSINGS WHERE WATERMAIN
CROSSES WITHIN 6" ABOVE/BELOW
ANOTHER UTILITY
EXIST WATER TO BE ABANDONED AND/OR
REMOVED, SEE SHT D-31
REPLACE SURVEY MONUMENT PER CITY STD
DETAIL H031 AS REQUIRED FOR
CONSTRUCTION
15
19
SMITHERS AVE S
10
J
W-43
10
47454648CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
601
± 95 LF OF 12" CL 52
REST JOINT DI WATER
MAIN WITH POLYWRAP
37
37
J
W-43
CONNECT TO EXIST 6" W
38
38
CONC MON IN CASE
REESTABLISHED PER DNR
PERMIT 7373 - 18"T X 6"W
1-4" 90° BEND
1-4" SOLID SLV
4"
RECORD DRAWINGS SHOW CONTRACTOR
SURVEYED STRUCTURE LOCATIONS AND
ELEVATIONS. THE ORIGINAL DESIGN
LOCATIONS AND ELEVATIONS ARE
INDICATED WITH STRIKETHOUGH TEXT.
REFER TO CONTRACT DOCUMENTS FOR
ADDITIONAL DETAILS
7' NIPPLE TO SLEEVE
5' TO TOP OF PIPE STA R1+88
1-6" GV
1-12"x4" TEE
STA R1+88
4"W4"W
NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-W-DET 40-44-R.dwg W-40 11/10/2023 10:22 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
FUTURE 12" DI
BY OTHERS
12" DI W6" DI W12" DI W8" CI WCRPL#3 66" STL W 8" CI W12" DI WSCALE: NTS
CONNECTION DETAIL A
W-1
B
W-29
C
W-29
D
W-3
CONNECT TO EXIST 8" (BY CITY FORCES)
1-12"x8" RDCR, RJxRJ
1-8" SOLID SLV, RJ
1-8" PLUG, RJ W/2" TAP & 2" BLOW-OFF
1-TEMP TB
FUTURE 12" DI
BY OTHERS
12" DI W6" DI W12" DI W8" CI WCRPL#3 66" STL W 8" CI W12" DI WEXIST FH TO BE REMOVED AND
REPLACE WITH NEW FH AT FINAL
CONNECTION TO EXIST 8" CI W
VERTICAL CROSS (MJxFL) FOR POLYPIGGING
1-BLIND FLANGE ON TOP W/ 2" TAPS & 2" PLUG
1-BLIND FLANGE ON BOTTOM
1-PLUG (MJ) W/2" TAP & 2" BLOW-OFF
1-TEMP TB
CUT & CAP
12" DI W 8"DI WVERTICAL CROSS (MJxFL) FOR POLYPIGGING
1-BLIND FLANGE ON TOP W/ 2" TAPS & 2" PLUG
1-BLIND FLANGE ON BOTTOM
1-PLUG (MJ) W/2" TAP & 2" BLOW-OFF
1-TB
INSTALL 2" PLUG ON TOP OF
BLIND FLANGE AFTER
REMOVAL OF POLYPIG
BASED ON STD 300.6 BASED ON STD 300.6 & 300.5 8"DI WBASED ON STD 300.6 & 300.5BASED ON STD 300.6 & 300.5SCALE: NTS
CONNECTION DETAIL
SCALE: NTS
CONNECTION DETAIL
SCALE: NTS
CONNECTION DETAIL
REMOVE
VALVES (3)
12" DI W12" DI W
12" DI W12" DI W12" DI WLAKE AVE SS 2ND ST
S 2ND ST
S 2ND ST
S 2ND ST
S 2ND ST WHITWORTHAVE SLAKE AVE S12" DI W 8"CI W12" DI W12" DI W12" DI W
S 2ND ST
WHITWORTHAVE S12" DI W12" DI W
S 2ND ST
NEW SERVICE AND VALVE
TO BE INSTALLED ON
EXISTING 12"DI W, SEE
SHT W-3
1-12" PLUG, RJ W/2" TAP & 2" BLOW-OFF
1-TEMP TB
1-8" PLUG, RJ W/2" TAP & 2" BLOW-OFF
1-TEMP TB
1-12" PLUG, RJ W/2" TAP & 2" BLOW-OFF
1-TEMP TB
2" TEMP W1-12" PLUG, RJ W/2" TAP & 2" BLOW-OFF
1-TEMP TB
CONNECT TO EXIST 8" (BY CITY FORCES)
1-12"x8" RDCR, RJxRJ
1-8" SOLID SLV, RJ
18-2251
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RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
WATER CONNECTION DETAILS - 1
JAM
BAW
TTT
90
CONNECT TO EXIST 12" (BY CITY FORCES)
1-12" INSULATED SOLID SLV, RJ
CRPL#3 66" STL W
CRPL#3 66" STL W
CRPL#2 51.5" STL W
CONCRETE DEADMAN
BLOCKING PER
DETAIL ON W-44
2-6" 45° BEND, RJ
15'-6"11'-10"3'11'-10"12'-7"12'-6"TEMP WATER
SERVICE
30'-4"
STA A0+96, 5' RT
STA A4+24, 4' RT
STA Q1+05, 12' LT
STA Q0+44, 16' LT
STA A12+78, 39' RT
STA G0+69, 9' RT
NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-W-DET 40-44-R.dwg W-41 11/10/2023 10:22 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
E
W-19
G
W-16
H
W-20
12"DI W
12"DI W
8"CI W12"DI W
12"DI W
12"DI W12"DI WCONNECT TO PROP 12" (BY CITY FORCES)
2-12" SOLID SLV, RJ
1-22.5" VERT BEND, RJ
1-TB12" DI W12"DI W12"DI W12"DI W
CONNECT TO EXIST 4" (BY CITY FORCES)
1-12" SOLID SLV, RJ
VERTICAL CROSS (MJxFL) FOR POLYPIGGING
1-BLIND FLANGE ON TOP W/ 2" TAPS & 2" PLUG
1-BLIND FLANGE ON BOTTOM
1-PLUG (MJ) W/2" TAP & 2" BLOW-OFF
1-TEMP TB
1-12" PLUG, RJ W/2"
TAP & 2" BLOW-OFF
1-TEMP TB
VERTICAL CROSS (MJxFL) FOR POLYPIGGING
1-BLIND FLANGE ON TOP W/ 2" TAPS & 2" PLUG
1-BLIND FLANGE ON BOTTOM
1-PLUG (MJ) W/2" TAP & 2" BLOW-OFF
1-TEMP TB
REMOVE
VALVE
BASED ON STD 300.6 & 300.1
CUT & CAP
18-2251
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RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
WATER CONNECTION DETAILS - 2
JAM
BAW
TTT
914"CI WSCALE: NTS
CONNECTION DETAIL 4"DI WBASED ON STD 300.5SCALE: NTS
CONNECTION DETAIL
SCALE: NTS
CONNECTION DETAIL
BASED ON STD 300.512" DI WREMOVE VALVES (2)
CUT & CAP
12" DI W12"DI W12"DI WWHITWORTH AVE SWHITWORTH AVE SCONNECT TO EXIST 12" (BY
CITY FORCES)
1-12"x12" TAPPING TEE, FLG
1-12" TAPPING GV, FLGx RJ
1-12" SPL, LTF
1-12" 90° BEND, RJxRJ
2-TB 12"DI W1-12" PLUG, RJ W/2" TAP
& 2" BLOW-OFF
1-TEMP TB
W
W12" DI WS 3RD STSHATTUCK AVE SS 3RD ST SHATTUCK AVE SS 3RD ST
12"DI W
12" DI W12"DI W12"DI W
4"CI WS 3RD ST
WHITWORTH AVE S4"DI W4" DI W
1-12" BLIND FLANGE
1-TB
CUT IN: (BY CITY FORCES)
1-12" TEE, RJxFLG
1-GV, RJxFLG
2-12" SOLID SLV, RJ
1-TB
1-4" PLUG, RJ W/2" TAP & 2" BLOW-OFF
1-TEMP TB
2-8" BLIND FLANGE
2-TB
CONNECT TO EXIST 12"
(BY CITY FORCES)
1-12" INSULATED SOLID SLV, RJ
CUT IN: (BY CITY FORCES)
1-12" TEE, FLGxRJ
2-12" GV, RJ
2-12" SOLID SLV, RJ
1-TB
1-TEMP TB
CUT IN: (BY CITY FORCES)
1-GV, RJxFLG
2-12" SOLID SLV, RJ 12" DI W12"DI W12"DI W
4" DI W
1-12" PLUG, RJ W/2"
TAP & 2" BLOW-OFF
1-TEMP TB
CONNECT TO EXIST 12"
(BY CITY FORCES)
1-12" SOLID SLV, RJ
2'-4"4'-4"
11'-8"
11'-9"6'-4"14'-8"12'46'-10"6"
STA G2+59, 8' RT
STA F6+44, 13' LT
STA G5+45, 6' LT
12"DI WL1+0012"DI WNO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-W-DET 40-44-R.dwg W-42 11/10/2023 10:22 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
K
W-25
L
W-25
M
W-26
VERTICAL CROSS (MJxFL) FOR POLYPIGGING
1-BLIND FLANGE ON TOP W/ 2" TAPS & 2" PLUG
1-BLIND FLANGE ON BOTTOM
1-PLUG (MJ) W/2" TAP & 2" BLOW-OFF
1-TEMP TB
12"DI W12" DI W12" DI W
24"D
I
W
24"DI
W
24"DI
W
24"DI
W
CUT AND CAP, SEE
DEMOLITION PLANS FOR CUT
AND CAP LOCATION AT MILL
AVE S AND HOUSER W S8"DI WCONNECT TO EXIST 24" (BY CITY FORCES)
1-24"x12" TAPPING TEE, FLG
1-TAPPING GV, FLGxRJ
1-TB
18-2251
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RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
WATER CONNECTION DETAILS - 3
SEO
BAW
TTT
92
SCALE: NTS
CONNECTION DETAIL
12"DI W
SCALE: NTS
CONNECTION DETAIL
SCALE: NTS
CONNECTION DETAIL MILL AVE SHOU
S
E
R
W
A
Y12"DI W12"DI WMILL AVE SBRO
N
S
O
N
W
A
Y
S
BRO
N
S
O
N
W
AY
S MILL AVE S8"DI W8"W CI12"DI W12" DI W12" DI W 8"DI W12"DI W MILL AVE SMILL AVE S1-12" CAP, RJ
1-2" TEMP BLOW-OFF
1-TB
CONNECT TO PROP 12" GV (BY CITY FORCES)
2-12" INSULATING SLV, RJ
1-8" BLIND FLANGE
1-TB
S 2ND ST
S 2ND ST
CUT & CAP
REMOVE VALVE
CUT IN: (BY CITY FORCES)
12"x12" CROSS, RJxFL
2-12" GV, RJxFL
2-12" INSULATING SLV, RJ
MILL AVE SHOU
S
E
R
W
A
Y 12" DI WVERTICAL CROSS (MJxFL) FOR
POLYPIGGING
1-BLIND FLANGE ON TOP W/ 2"
TAPS & 2" PLUG
1-BLIND FLANGE ON BOTTOM
1-PLUG (MJ) W/2" TAP & 2"
BLOW-OFF
1-TEMP TB
STA L1+11, 24' RT
CONNECT TO EXIST 8" (BY CITY FORCES)
1-12"X8" TEE, RJxFL (ROLLED DOWN)
1-8" 45° BEND, RJ
1-8" 90° BEND, RJ
1-8" SOLID SLV, RJ
1-12" PLUG, RJ
1-TB
1-DEADMAN 8"DI W8"DI WVERTICAL CROSS (MJxFL)
FOR POLYPIGGING
1-BLIND FLANGE ON TOP W/
2" TAPS & 2" PLUG
1-BLIND FLANGE ON BOTTOM
1-PLUG (MJ) W/2" TAP & 2"
BLOW-OFF
1-TEMP TB
1-12" PLUG, RJ
1-TEMP TB
CONNECT TO PROP 12" (BY CITY FORCES)
1-12" SOLID SLV, RJ
1-12" 45° BEND, RJ
1-TBCRPL#3 66
"
STL
WCRPL#3
66
"
ST
L
W
4
5
'
-
3
"
1
1
"65'-2"34'-4"14'-
8"15'-7"10'24'-2"STA L8+47, 17' LT
STA L3+98, 11' LT
FO DUCT
FO DUCT
4" DI W
12"DI W
12" DI W4" DI W
NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-W-DET 40-44-R.dwg W-43 11/10/2023 10:22 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
SCALE: NTS
CONNECTION DETAIL
SCALE: NTS
CONNECTION DETAIL J
W-31
CUT & CAP
8"CI W
18-2251
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RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
WATER CONNECTION DETAILS - 4
JAM
BAW
TTT
93
N
W-30 4"DI WREMOVE 8" VALVE
12"DI W
8"CI W
6"DI W
12" DI W 12" DI W
12" DI W 12" DI W
6"DI W6"DI W
6"DI W6"DI W8" DI W6"DI W
S 2ND ST
S 2ND ST
REMOVE VALVE
6" CAP
CONNECT TO EXIST 6" (BY CITY FORCES)
1-12"x6" RDCR, RJxRJ
1-6" 45° BEND, RJxRJ
1-6" SOLID SLV, RJ
1-TB
S 3RD ST
SMITHERS AVE SCUT IN (BY CITY FORCES)
1-12" TEE, FLGxFLG
3-12" GV, FLGxRJ
2-12" SOLID SLV, RJ
1-TB
1-8" BLIND FLANGE
1-TB
VERTICAL CROSS (MJxFL) FOR POLYPIGGING
1-BLIND FLANGE ON TOP W/ 2" TAPS & 2" PLUG
1-BLIND FLANGE ON BOTTOM
1-PLUG (MJ) W/2" TAP & 2" BLOW-OFF
1-TEMP TB
1-6" PLUG, RJ W/2" TAP & 2" BLOW-OFF
1-TEMP TB
1-4" PLUG, RJ W/2" TAP & 2" BLOW-OFF
1-TEMP TB
CUT & CAP
12"DI W
12" DI W4"DI W12"DI W
S 3RD ST
SMITHERS AVE SCUT & CAP
CONNECT TO EXIST 4"W
(BY CITY FORCES) 1-4"
SOLID SLV, RJ
1-12"x8" RDCR
2-8" 45° VERT BEND 12"7'-8"7'
21'-10"
7'-4"6'
2-6" 45° VERT BEND, RJ
6"
STA A11+48, 10' LT
STA R0+94, 1' RT
NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-W-DET 40-44-R.dwg W-44 11/10/2023 10:22 AM ELI.JEFFERSON 24.1s (LMS Tech)SHEET
120 1
18-2251
W-44
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RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
JANUARY 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
POLYPIG PLAN AND
TEMPORARY THRUST BLOCKING
JAM
BAW
TTT
94
RECOMMENDED POLYPIGGING AND DISINFECTION PLAN
START CONNECTION DETAIL END CONNECTION DETAIL
A
W-40
N
W-43
D
W-40
L
W-42
D
W-40
G
W-41
E
W-41
M
W-42
A
W-1
N
W-30
D
W-3
L
W-25
D
W-3
G
W-16
E
W-19
M
W-26
3,600 7,200 10,800 14,400 18,000 21,600
4 1 -----
6 5 2 ----
8 10 8 5 3 --
12 -23 20 18 15 13PIPE SIZE (IN)TOTAL WEIGHT OF ECOLOGY BLOCKS (LBS)
TOTAL SF OF BEARING SURFACE NEEDED FOR TEMPORARY THRUST
RESTRAINT USING ECOLOGY BLOCKS
1.CONTRACTOR TO CONFIRM UNCONFINED COMPRESSIVE STRENGTH OF SOIL IS
AT LEAST 500 PSF.
2. TEMPORARY THRUST RESTRAINT UTILIZING ECOLOGY BLOCKS BASED ON TOTAL
SYSTEM PRESSURE AND WATER HAMMER PRESSURE OF NO GREATER THAN 120 PSI.
THIS TABLE SHOULD NOT BE USED FOR NEW MAIN WITH TEST PRESSURES HIGHER
THAN 120 PSI.
3. SHIMS AND/OR GROUT SHALL BE PLACED AS NECESSARY TO FILL VOIDS
BETWEEN RESTRAINED JOINT CAP, ECOLOGY BLOCKS, AND UNDISTURBED SOIL.
NOTES:
1.BEARING SURFACE
2.TYPICAL ECOLOGY BLOCK (2x2x6)
3.TEMPORARY RESTRAINT JOINT CAP
4.EXISTING WATER MAIN TO REMAIN IN SERVICE
5.SHIMS TO BE PLACED BETWEEN CAP AND ECOLOGY BLOCK AS NEEDED
6.GROUT TO BE PLACED BETWEEN ECOLOGY BLOCK AND UNDISTURBED EARTH
AS NEEDED TO PREVENT SLIDING OF THE ECOLOGY BLOC
7.TYPICAL TRENCH
8.PROPOSED WATER MAIN
9.THRUST BLOCK TO FOLLOW STD 330.2
10.2" TAP AND TEMP WATER SERVICE
43
5
6
7
1
2
8
9
7' MIN
10
K
W-42
L
W-42
K
W-25
L
W-26
7
NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-CP-R.dwg CP-1 4/26/2023 10:35 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-CP-R.dwg CP-1 4/26/2023 10:35 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
CONSTRUCTION NOTES:
1'-6" SQUARE CONCRETE
SLAB, 6" THICK
1'-6"
1'-0"
18-2251
CP-1
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
CATHODIC PROTECTION - 1
95
JJM
TTT
BAW
NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-CP-R.dwg CP-2 4/26/2023 10:35 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-CP-R.dwg CP-2 4/26/2023 10:35 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
18-2251
CP-2
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
CATHODIC PROTECTION - 2
96
JJM
TTT
NOTES:
1.INSTALL MAIN CONDUIT CONTINUOUS FROM END TO
END WITHOUT BREAKS AT INTERMEDIATE MANHOLES.
2.INSTALL 0.25" POLYPROPYLENE PULL ROPE THROUGH
ALL CONDUIT AND CAP ENDS BEFORE BURY. CAP ENDS
WITH SLIP ON FITTING BUT DO NOT SOLVENT WELD.
3.SPU WILL PROVIDE OLYMPIC FOUNDRY TYPE SM29
BOX AND LID FOR LOCATIONS IN LANDSCAPED AREAS,
AND FOG-TITE J11 TYPE 2 FOR LOCATIONS IN PAVED
AREAS.2'-0" MIN0'-6"JUNCTION BOX
SUPPLIED BY
SPU, SEE NOTE 3
PAVEMENT OR
LANDSCAPE
RESTORATION AS
NECESSARY
FINISHED GRADE
OUTSIDE TRAVELED WAY
UNDISTURBED NATIVE SOIL CONDUIT BACKFILL
TO MATCH SEWER
PIPE BACKFILL PER
SECTION 7-08
2" SCH 80 PVC CONDUIT
WARNING TAPE SUPPLIED
BY SPU, BURY 12" ABOVE
CONDUIT
0'-6"UNDISTURBED NATIVE SOIL
3'-0" MIN
1'-0"
MAX
MANHOLE RING, COVER
AND 2-6" GRADE RINGS
SUPPLIED BY SPU
ASPHALT SURFACE
RESTORATION, SEE
SHT R-40
PROPOSED UTILITY
PIPE, DEPTH VARIES
BURY WOOD STAKE TO
INDICATE LOCATION OF
FUTURE EXCAVATION
MAIN CONDUIT 2'-6"BAW
12"DI W Q0+00Q1+0012"DI W12"DI W 12"DI WN3+00N4+00A0+00 A1+00 A2+00 A3+00 A4+00
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3
8
3
7
3
8
3
7
3
639383637
38
353
5
3
4
36 35
34
35
34
3
3
32
31333231293030
31
3233
3
4
3738434
2
41
40
39
FIRE LANE
35
CRPL#3 66" STL
CRPL#1 66" STL
CRPL#2 51.5" STL
CRPL#3 66" STL
CRPL#1 66" STL
CRPL#2 51.5" STL
CRPL#1 66" STL
CRPL#2 51.5" STL
CRPL#3 66" STL
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••••••••••••••••••••••••••
••••
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
12"DI W
12"DI W
TS
E7+00 E8+00
A5+00 A6+00 A7+00
A8+00
A9+00 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
31
31
31
31
32
32
3
3
32
32
3
2
31
32
32
32
NO PARKING FIRE LAN
E NO PARKINGNO PARKING FIRE LANENO PARKING FIRE LANESTOP
NO PARKINGNO PARKINGNO PARKING FIRE LANE3
2
3231
CRPL#1 66" STL
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
18-2251
R-1
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 2ND ST
ROADWAY RESTORATION PLANS
STA A0+00 TO STA A9+60
JJM
BAW
TTT
97NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-REST-R.dwg R-1 4/26/2023 10:53 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1 MATCHLINE STA A4+80SEE BELOWRAINIER AVE SLAKE AVE SS 2ND ST
MATCHLINE STA A4+80SEE ABOVEMATCHLINE STA A9+60SEE SHEET R-3LEGEND
PERMANENT HMA PATCH PER CITY STD
DETAIL 110.0, 110.1 AND DETAIL 2,
SHEET R-40
CEMENT CONCRETE SIDEWALK OR
DRIVEWAY
SAWCUT
GRIND & OVERLAY PER CITY STD
DETAIL 110.0 AND 110.1 REMOVE AND
REPLACE WITH 6" CSTC BASE AND 8"
ASPHALT PAVEMENT
R-2
3
2
2
1
2
2 2
3
3
1
2
3
43
4
33
2 2 2 2 1
2
3
1 S 2ND ST
5
5
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL
101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED
CURB TIE-INS, MATCH THE CURB FACES AND EXISTING
TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST
LENGTH TO MATCH NEAREST EXPANSION JOINT
CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY
STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH
TO MATCH NEAREST FULL DEPTH EXPANSION JOINT
CEMENT CONCRETE DRIVEWAY ENTRANCE
REPLACEMENT WITH 6" CSTC BASE, MATCH EXISTING
PER CITY STD DETAIL 104, 104.2, 104.5, 105.5 AND/OR
AS DIRECTED BY THE ENGINEER, ADJUST PANEL LENGTH
TO MATCH NEAREST FULL DEPTH EXPANSION JOINT
CROSSWALK PER CITY STD DETAIL 127
CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW
PER CITY STD DETAIL 109 AND WSDOT STD PLANS
M-3.40-04 AND M-24.40-02
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
20100 40 60
PLAN
SCALE: 1"=20'
5
144 100
400200
2 3
2
9
9 9 9 9
9
9
TYP
TYP
12"DI W12"DI W12"DI W
12"DI WG0+0012"DI
W
TS
TS TS
TS
TS
8"DI SD
8"
D
I
S
D8"PP SD
12"C900 SD
12"DI S
D
15"PP SD
8"DI SD
8" D
I
S
D
STA A13+15, 4.3' LT
1-SDMH #5.5
12"PP SD
12"DI SDSTA A12+98, 47.1' RT
1-MH (224)G0+00A10+00 A11+00 A12+00 A13+00 A14+00
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32
33
33
33
34
33
34
34
33
34
33
3333
32 NO PARKING FIRE LANE34
FO DUCT
FO DUCT
H0+008"C900 SD
8"DI SD8"DI SD12"PP SD
8"DI SD8"C900 SD12"C900 SDH0+00A14+00 A15+00 A16+00 A17+00 A18+00
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••34
33
3
4
34
34
3535
35
35
3534
34
333333 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••FO DUCT
NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-REST-R.dwg R-3 4/26/2023 10:53 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
S 2ND ST
MATCHLINE STA A9+60SEE SHEET R-2MATCHLINE STA A14+00SEE BELOWWHITWORTH
AVE S
SHATTUCK
AVE S
FOR CONTINUATION
SEE SHEET R-19
FOR CONTINUATION
SEE SHEET R-15
S 2ND ST
MATCHLINE STA A14+00SEE ABOVEMORRIS AVE S
FOR CONTINUATON
SEE SHEET R-21
R-4
1
4 2
3 2
1
2
3
18-2251
R-3
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 2ND ST
ROADWAY RESTORATION PLANS
STA A9+60 TO STA A19+20
JJM
BAW
TTT
98
LEGEND
PERMANENT HMA PATCH PER CITY STD
DETAIL 110.0, 110.1 AND DETAIL 2,
SHEET R-40
CEMENT CONCRETE SIDEWALK OR
DRIVEWAY
SAWCUT
GRIND & OVERLAY PER CITY STD
DETAIL 110.0 AND 110.1 REMOVE AND
REPLACE WITH 6" CSTC BASE AND 8"
ASPHALT PAVEMENT
1
2
3
4
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL
101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED
CURB TIE-INS, MATCH THE CURB FACES AND EXISTING
TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST
LENGTH TO MATCH NEAREST EXPANSION JOINT
CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY
STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH
TO MATCH NEAREST FULL DEPTH EXPANSION JOINT
CEMENT CONCRETE DRIVEWAY ENTRANCE
REPLACEMENT WITH 6" CSTC BASE, MATCH EXISTING
PER CITY STD DETAIL 104, 104.2, 104.5, 105.5 AND/OR
AS DIRECTED BY THE ENGINEER, ADJUST PANEL LENGTH
TO MATCH NEAREST FULL DEPTH EXPANSION JOINT
CROSSWALK PER CITY STD DETAIL 127
STOP BAR PER CITY STD DETAIL 128
CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW
PER CITY STD DETAIL 109 AND WSDOT STD PLANS
M-3.40-04 AND M-24.40-02
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
20100 40 60
PLAN
SCALE: 1"=20'
5
6
5 6
2
2
5
2
3
2
3
2
3 2
3
2
23
2
3
5
400 400
305 321 419
419 507 511 513
400
2
3
2
3
9
9 9 TYP
9 TYP
J0+00J1+00A23+40A20+00 A21+00 A22+00 A23+00 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••37
37 37373737
37
38 3839
39
37
38
373937••••••••••••••••••••••C0+00
C1+00 C2+00 C3+00 C4+00B2+00B3+00B3+20E0+0
0
E1+0
0
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••
33
32
34
33
32
31
30 323131•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••18-2251
R-5
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 2ND ST AND S 3RD ST ROADWAY
RESTORATION PLANS STA A19+20 TO
STA A23+40 & STA C0+00 TO STA C4+80
JJM
BAW
TTT
99NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-REST-R.dwg R-5 4/26/2023 10:53 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
S 2ND STLOGAN AVE SBURNETTE AVE SS 3RD ST MATCHLINE STA C4+80SEE SHEET R-7RAINIERAVE SSW SUNSET BLV
D 165 LF 8" CIPP SSR-6
1
1
MATCHLINE STA A19+20SEE SHEET R-4LEGEND
PERMANENT HMA PATCH PER CITY STD
DETAIL 110.0, 110.1 AND DETAIL 2,
SHEET R-40
CEMENT CONCRETE SIDEWALK OR
DRIVEWAY
SAWCUT
GRIND & OVERLAY PER CITY STD
DETAIL 110.0 AND 110.1 REMOVE AND
REPLACE WITH 6" CSTC BASE AND 8"
ASPHALT PAVEMENT
1
5
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
CROSSWALK PER CITY STD DETAIL 127
CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW
PER CITY STD DETAIL 109 AND WSDOT STD PLANS
M-3.40-04 AND M-24.40-02
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
20100 40 60
PLAN
SCALE: 1"=20'
5
5
5
5
150
655
275
60
9
9 TYP
9
9 TYP
12"C900 SD 12"C900 SD 12"C900 SD 12"C900 SD
C5+00 C6+00 C7+00 C8+00 C9+00
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32
32 3131
32
32
32
32
32STOP
F6+00F7+0012"DI W18" PP SD18" PP SD
18" PP SD
24" PP SD18" PP SD12"P
P
S
D
C10+00 C11+00 C12+00 C13+00 C14+00F6+00F7+00•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32
31
31
3132
18-2251
R-7
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 3RD ST
ROADWAY RESTORATION PLANS
STA C4+80 TO STA C14+40
JJM
BAW
TTT
100NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-REST-R.dwg R-7 4/26/2023 10:53 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
S 3RD ST
MATCHLINE STA C4+80SEE SHEET R-6MATCHLINE STA C9+60SEE BELOWFOR CONTINUATION
SEE SHEET R-12
SHATTUCKAVE SS 3RD ST
MATCHLINE STA C9+60SEE ABOVEMATCHLINE STA C14+40SEE SHEET R-9FOR CONTINUATION
SEE SHEET R-16
R-8
1
4
2
1
REMOVE AND REPLACE
CURB RAMP SEE SHT R-31
REMOVE AND REPLACE
CURB RAMP SEE SHT R-32 REMOVE AND REPLACE
CURB RAMP SEE SHT R-33
LEGEND
PERMANENT HMA PATCH PER CITY STD
DETAIL 110.0, 110.1 AND DETAIL 2,
SHEET R-40
CEMENT CONCRETE SIDEWALK OR
DRIVEWAY
SAWCUT
GRIND & OVERLAY PER CITY STD
DETAIL 110.0 AND 110.1 REMOVE AND
REPLACE WITH 6" CSTC BASE AND 8"
ASPHALT PAVEMENT
1
2
3
4
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL
101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED
CURB TIE-INS, MATCH THE CURB FACES AND EXISTING
TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST
LENGTH TO MATCH NEAREST EXPANSION JOINT
CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY
STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH
TO MATCH NEAREST FULL DEPTH EXPANSION JOINT
CEMENT CONCRETE DRIVEWAY ENTRANCE
REPLACEMENT WITH 6" CSTC BASE, MATCH EXISTING
PER CITY STD DETAIL 104, 104.2, 104.5, 105.5 AND/OR
AS DIRECTED BY THE ENGINEER, ADJUST PANEL LENGTH
TO MATCH NEAREST FULL DEPTH EXPANSION JOINT
CROSSWALK PER CITY STD DETAIL 127
STOP BAR PER CITY STD DETAIL 128
CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW
PER CITY STD DETAIL 109 AND WSDOT STD PLANS
M-3.40-04 AND M-24.40-02
PARKING MARKERS TO MATCH EXISTING AS DIRECTED
BY ENGINEER
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
20100 40 60
PLAN
SCALE: 1"=20'
5
6
2
4 2 3
2
3
2
3
6
5 5
2
3
250 112 112 112
300 107 111 115 125
200 200 300
309305207205201
9
10
FOR CONTINUATION
SEE SHEET R-16
10 TYP 9 TYP 9 9
10 TYP
9 TYP
9
H5+00H6+0012"DI W18" PP SD 18" PP SD18" PP SD
12" C900 SD18" PP SD12" PP SD12"DI SD12"D
I
SD12"DI SD12"DI SD12"DI SD
12"DI SD
C15+00 C16+00 C17+00 C18+00 C19+00G5+00G6+00G6+00H5+00H6+00•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••33
33
33
33
34 3433R0+83R1+00
12" PP SD
12" C900 SD12"DI SD12" PP SD12" PP SD6" SD12"DI SD8
"D
I
SD
12" DI SD
C20+00 C21+00 C22+00 C23+00 C24+00
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••34
34
35
35
35
3636
3636 37
37WHITWORTHAVE S18-2251
R-9
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 3RD ST
ROADWAY RESTORATION PLANS
STA C14+40 TO STA C24+00
JJM
BAW
TTT
101NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-REST-R.dwg R-9 4/26/2023 10:53 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
S 3RD ST
MATCHLINE STA C14+40SEE SHEET R-8MATCHLINE STA C19+20SEE BELOWMORRISAVE SFOR CONTINUATION
SEE SHEET SS-20
FOR CONTINUATION
SEE SHEET SS-21
MORRIS AVE SS 3RD ST
MATCHLINE STA C19+20SEE ABOVEMATCHLINE STA C24+00SEE SHEET R-11LOGANAVE SSMITHERSAVE SR-10
FOR CONTINUATION
SEE SHEET R-30
1
2
1
REMOVE AND REPLACE
CURB RAMP SEE SHT R-35
REMOVE AND REPLACE
CURB RAMP SEE SHT R-34
LEGEND
PERMANENT HMA PATCH PER CITY STD
DETAIL 110.0, 110.1 AND DETAIL 2,
SHEET R-40
CEMENT CONCRETE SIDEWALK OR
DRIVEWAY
SAWCUT
GRIND & OVERLAY PER CITY STD
DETAIL 110.0 AND 110.1 REMOVE AND
REPLACE WITH 6" CSTC BASE AND 8"
ASPHALT PAVEMENT
1
2
3
4
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL
101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED
CURB TIE-INS, MATCH THE CURB FACES AND EXISTING
TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST
LENGTH TO MATCH NEAREST EXPANSION JOINT
CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY
STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH
TO MATCH NEAREST FULL DEPTH EXPANSION JOINT
CEMENT CONCRETE DRIVEWAY ENTRANCE
REPLACEMENT WITH 6" CSTC BASE, MATCH EXISTING
PER CITY STD DETS 104, 104.2, 104.5, 105.5 AND/OR
AS DIRECTED BY THE ENGINEER, ADJUST PANEL LENGTH
TO MATCH NEAREST FULL DEPTH EXPANSION JOINT
CROSSWALK PER CITY STD DETAIL 127
STOP BAR PER CITY STD DETAIL 128
CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW
PER CITY STD DETAIL 109 AND WSDOT STD PLANS
M-3.40-04 AND M-24.40-02
PARKING MARKERS TO MATCH EXISTING AS DIRECTED
BY ENGINEER
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
20100 40 60
PLAN
SCALE: 1"=20'
2 3 2 3
2 3
5 5
2
3 23
2
2
3
2
3
2
3
5
5 5
2 3 3
316 400 410 422
315 319 321 325 401 405 413 415 423
280 504 510
505 507 509 601 613
5
6
9
10
10 TYP 9 TYP
9 TYP 10 TYP 6
4
C24+00 C25+00 C26+00 C26+15J6+00J6+80••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••38 3839
12"C900 SD12"C900 SDC5+00C6+00E
2
+
0
0
E3+00 E4+00 E5+00
•••••••••••••••••••••••••••••••••••••••••••••3232STOPBURNETT AVE S18-2251
R-11
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 3RD ST & PARKING LOT
RESTORATION PLANS STA C24+00 TO
STA C26+40 & STA E1+20 TO STA E5+00
JJM
BAW
TTT
102NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-REST-R.dwg R-11 4/26/2023 10:53 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
S 3RD ST
MATCHLINE STA C24+00SEE SHEET R-10R-12
1
3
2
LEGEND
PERMANENT HMA PATCH PER CITY STD
DETAIL 110.0, 110.1 AND DETAIL 2,
SHEET R-40
CEMENT CONCRETE SIDEWALK OR
DRIVEWAY
SAWCUT
GRIND & OVERLAY PER CITY STD
DETAIL 110.0 AND 110.1 REMOVE AND
REPLACE WITH 6" CSTC BASE AND 8"
ASPHALT PAVEMENT
1
2
3
7
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL
101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED
CURB TIE-INS, MATCH THE CURB FACES AND EXISTING
TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST
LENGTH TO MATCH NEAREST EXPANSION JOINT
CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY
STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH
TO MATCH NEAREST FULL DEPTH EXPANSION JOINT
PROTECT EXIST TREE AND/OR SHRUB OR REPLACE IN
KIND, CONTRACTOR SHALL COORDINATE MEASURES TO
MINIMIZE IMPACTS TO TREE WITH ENGINEER
CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW
PER CITY STD DET 109 AND WSDOT STD PLANS
M-3.40-04 AND M-24.40-02
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
20100 40 60
PLAN
SCALE: 1"=20'
9
280 712
710708704700
290
617
9 9TYP
2
7
2
7
S 3RD STMATCHLINE STA E5+00SEE SHEET R-13FOR CONTINUATION
SEE SHEET R-6
250
112
300
REPLACE FENCE
IN KIND
2
77
2
RESTORE PAVEMENT MARKING
TO MATCH EXISTING OR AS
DIRECTED BY THE ENGINEER
Q2+00E5+00E6+00 E7+00 E8+00•••••••••••••••••••••••••••••32
32
31
32
NO PARKINGPARKING FIRE LANEFIRE LANE NO PARKING FIRE LAN
E NO PARKINGNO PARKING FIRE LANENO PARKING FIRE LANESTOP
3
2
32
CRPL#1 66" STLCRPL#1 66" STL
CRPL#2 51.5" STL
CRPL#3 66" STL ••••••••••••••••••••••••••••••••••••••••••••••••••••••••TS
E8+00
E9+00
E10+
0
0
E11+
0
0
3
3
32
32
31
32
NO PARKING FIRE LANENO PARKINGNO PARKINGNO PARKING FIRE LANE3
2
3231
32 ••••••••••••••••••••••••••••••••••••••18-2251
R-13
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
PARKING LOT
ROADWAY RESTORATION PLANS
STA E5+00 TO STA E11+00
JJM
BAW
TTT
103NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-REST-R.dwg R-13 4/26/2023 10:53 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
R-14
LEGEND
PERMANENT HMA PATCH PER CITY STD
DETAIL 110.0, 110.1 AND DETAIL 2,
SHEET R-40
CEMENT CONCRETE SIDEWALK OR
DRIVEWAY
SAWCUT
GRIND & OVERLAY PER CITY STD
DETAIL 110.0 AND 110.1 REMOVE AND
REPLACE WITH 6" CSTC BASE AND 8"
ASPHALT PAVEMENT
2 CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL
101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED
CURB TIE-INS, MATCH THE CURB FACES AND EXISTING
TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST
LENGTH TO MATCH NEAREST EXPANSION JOINT
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
20100 40 60
PLAN
SCALE: 1"=20'
203
S 2ND ST
MATCHLINE STA E8+00SEE THIS SHEET BELOWMATCHLINE STA E5+00
SEE SHEET R-12
234 LF 12" CIPP SS
78 LF 12" CIPP SSS 2ND
S
T
165 LF 12"
C
I
P
P
S
S
MATCHLINE STA E8+00THIS SHEET ABOVEFOR CONTINUATIONSEE SHEET R-15144 L
F
1
2
"
C
I
P
P
S
S
211
2
F1+00 F2+00 F3+00 F4+00 F5+00
12"DI W12"DI W12"DI W12"DI WTSTS
TSTS
TSTS
18" PP SD 18" PP SD 18" PP SD12"PP SD12"PP SD12"PP SD15"PP SD8" DI SDE11+51E11+00A9+00A10+00F1+00 F2+00 F3+00 F4+00 F5+00
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••323333323232
32
32
32
31
3
2
•••••••••••••••••••••••F6+00 F7+00 F8+00 F9+00
12"DI W
18" PP SD 24" PP SD18" PP SD24" PP SD12"PP SD12"D
I
S
D12"DI S
D 12"C900 SD12"C900 SD1
2
"C
9
0
0
SD
C12+00C13+00F6+00 F7+00 F8+00 F9+00
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••313131
31
18-2251
R-15
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
SHATTUCK AVE S
ROADWAY RESTORATION PLANS
STA F0+80 TO STA F9+60
JJM
BAW
TTT
104NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-REST-R.dwg R-15 4/26/2023 10:53 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1S 2ND STMATCHLINE STA F5+60SEE BELOWSHATTUCK AVE S
FOR CONTINUATION
SEE SHEET R-3
FOR CONTINUATION
SEE SHEET R-3
FOR CONTINUATION
SEE SHEET R-14
S 3RD STSHATTUCK AVE S
MATCHLINE STA F5+60SEE ABOVEFOR CONTINUATION
SEE SHEET R-8
FOR CONTINUATION
SEE SHEET R-10
R-16
3
2
1
32
2
3
2
3
2
3
1
MATCHLINE STA F9+60SEE SHEET R-17REMOVE AND REPLACE
CURB RAMP SEE SHT R-32
REMOVE AND REPLACE
CURB RAMP SEE SHT R-31
REMOVE AND REPLACE
CURB RAMP SEE SHT R-33
REMOVE AND REPLACE
CURB RAMP SEE SHT R-36
LEGEND
PERMANENT HMA PATCH PER CITY STD
DETAIL 110.0, 110.1 AND DETAIL 2,
SHEET R-40
CEMENT CONCRETE SIDEWALK OR
DRIVEWAY
SAWCUT
GRIND & OVERLAY PER CITY STD
DETAIL 110.0 AND 110.1 REMOVE AND
REPLACE WITH 6" CSTC BASE AND 8"
ASPHALT PAVEMENT
1
2
3
5
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL
101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED
CURB TIE-INS, MATCH THE CURB FACES AND EXISTING
TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST
LENGTH TO MATCH NEAREST EXPANSION JOINT
CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY
STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH
TO MATCH NEAREST FULL DEPTH EXPANSION JOINT
CROSSWALK PER CITY STD DETAIL 127
STOP BAR PER CITY STD DET 128
PROTECT EXIST TREE OR REPLACE IN KIND,
CONTRACTOR SHALL COORDINATE MEASURES TO
MINIMIZE IMPACTS TO TREE WITH ENGINEER
CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW
PER CITY STD DETAIL 109 AND WSDOT STD PLANS
M-3.40-04 AND M-24.40-02
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
20100 40 60
PLAN
SCALE: 1"=20'
6
9
2
5
2
7
2
3 2
3
7
3
2 3
2 3
2
2 3
5
2 3
2
3
6
5
2
3
9 TYP
9 TYP
7
F15+00 F16+00 F16+80
36" PP SD36" PP SD8"DI SD36"PP SD
F15+00 F16+00 F16+58
••••••••••••••••••••••••••••••••••••••••••••••••••••
29
28
28
2
8
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
•
•
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
F10+00 F11+00 F12+00 F13+00 F14+00
36" PP SD24" PP SD24" PP SD 24" PP SD 12"PP SD12"PP SD24"PP SD18"PP SD36"PP SD
12"DI SD
12"DI SD12"DI SD
F10+00 F11+00 F12+00 F13+00 F14+00
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
30
30 3030
29 29
29
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
18-2251
R-17
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
SHATTUCK AVE S
ROADWAY RESTORATION PLANS
STA F9+60 TO STA F16+80
JJM
BAW
TTT
105NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-REST-R.dwg R-17 4/26/2023 10:53 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
R-18
1SHATTUCK AVE S
MATCHLINE STA F14+60SEE ABOVES 4TH PLS 4TH STMATCHLINE STA F14+60SEE BELOWMATCHLINE STA F9+60SEE SHEET R-16SHATTUCK AVE S
1
REMOVE AND REPLACE
CURB RAMP SEE SHT R-37
REMOVE AND REPLACE
CURB RAMP SEE SHT R-38
REMOVE AND REPLACE
CURB RAMP SEE SHT R-39
LEGEND
PERMANENT HMA PATCH PER CITY STD
DETAIL 110.0, 110.1 AND DETAIL 2,
SHEET R-40
CEMENT CONCRETE SIDEWALK OR
DRIVEWAY
SAWCUT
GRIND & OVERLAY PER CITY STD
DETAIL 110.0 AND 110.1 REMOVE AND
REPLACE WITH 6" CSTC BASE AND 8"
ASPHALT PAVEMENT
1
2
3
4
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL
101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED
CURB TIE-INS, MATCH THE CURB FACES AND EXISTING
TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST
LENGTH TO MATCH NEAREST EXPANSION JOINT
CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY
STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH
TO MATCH NEAREST FULL DEPTH EXPANSION JOINT
CEMENT CONCRETE DRIVEWAY ENTRANCE
REPLACEMENT WITH 6" CSTC BASE, MATCH EXISTING
PER CITY STD DETAIL 104, 104.2, 104.5, 105.5 AND/OR
AS DIRECTED BY THE ENGINEER, ADJUST PANEL LENGTH
TO MATCH NEAREST FULL DEPTH EXPANSION JOINT
CROSSWALK PER CITY STD DETAIL 127
STOP BAR PER CITY STD DETAIL 128
CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW
PER CITY STD DETAIL 109 AND WSDOT STD PLANS
M-3.40-04 AND M-24.40-02
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
20100 40 60
PLAN
SCALE: 1"=20'
5
2 32
2 3
2 3 2 3
2 3
5
24
5
2 3
23
336 400 408 416
440
418 432 450
6
9
9 TYP
9 TYP
6
6
12"DI W
12"DI WG0+00 G1+00 G2+00 G3+0012"DIWTSTSTSTS TS TS8"DI SD12" PP SD
8"DI SD8
"
D
I
S
D12"DI SD8"DI SD
12"DI SD
STA A12+98, 47.1' RT
1-MH (224)G0+00 G1+00 G2+00 G3+00
A12+00A13+00••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••333433
3333
33
33
••••••••••••••••••••••••••••••••••••••12"DI W
18" PP SD18" PP SD12" PP SD 12" PP SD
12"D
I
S
D
12"DI SD12"DI SDC16+00G4+00 G5+00 G6+00G6+00••••••••••••••••••••••••••33333333
33••••••18-2251
R-19
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
WHITWORTH AVE S
ROADWAY RESTORATION PLANS
STA G0+00 TO STA G6+00
JJM
BAW
TTT
106NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-REST-R.dwg R-19 4/26/2023 10:53 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
WHITWORTH AVE S
MATCHLINE STA G3+20SEE BELOW2ND STFOR CONTINUATION
SEE SHEET R-3
FOR CONTINUATION
SEE SHEET R-3
WHITWORTH AVE SMATCHLINE STA G3+20SEE ABOVES 3RD STFOR CONTINUATION
SEE SHEET R-9
FOR CONTINUATION
SEE SHEET R-9
R-20
1
3
2
3
2
1
2
3
2
4
LEGEND
PERMANENT HMA PATCH PER CITY STD
DETAIL 110.0, 110.1 AND DETAIL 2,
SHEET R-40
CEMENT CONCRETE SIDEWALK OR
DRIVEWAY
SAWCUT
GRIND & OVERLAY PER CITY STD
DETAIL 110.0 AND 110.1 REMOVE AND
REPLACE WITH 6" CSTC BASE AND 8"
ASPHALT PAVEMENT
1
2
3
4
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL
101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED
CURB TIE-INS, MATCH THE CURB FACES AND EXISTING
TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST
LENGTH TO MATCH NEAREST EXPANSION JOINT
CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY
STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH
TO MATCH NEAREST FULL DEPTH EXPANSION JOINT
CEMENT CONCRETE DRIVEWAY ENTRANCE
REPLACEMENT WITH 6" CSTC BASE, MATCH EXISTING
PER CITY STD DETAIL 104, 104.2, 104.5, 105.5 AND/OR
AS DIRECTED BY THE ENGINEER, ADJUST PANEL LENGTH
TO MATCH NEAREST FULL DEPTH EXPANSION JOINT
CROSSWALK PER CITY STD DETAIL 127
CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW
PER CITY STD DETAIL 109 AND WSDOT STD PLANS
M-3.40-04 AND M-24.40-02
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
20100 40 60
PLAN
SCALE: 1"=20'
5
2
3
5
2
3
2
2
3
2
3
2 3
5
5
220
215319
400
322
321
325
2
9
9 TYP
REMOVE AND REPLACE
CURB RAMP, SEE SHT R-34
H0+00 H1+00 H2+00 H3+00
8"C900 SD 8"DI SD8"DI SD 12"C900 SDH0+00 H1+00 H2+00 H3+00
A16+00••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••343
5 35343433
33
3333••••••••••••••••••••••••••••H4+00 H5+00 H6+00 H6+60
12" C900 SD
18" PP SD12" PP SD12" PP SD12" PP SD
12"D
I
S
D12"DI SD12"DI SD12"DI SDC19+00H4+00 H5+00 H6+00 H6+60•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3434
33 343418-2251
R-21
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
MORRIS AVE S
ROADWAY RESTORATION PLANS
STA H0+00 TO STA H6+00
JJM
BAW
TTT
107NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-REST-R.dwg R-21 4/26/2023 10:53 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
MORRIS AVE SS 2ND STMORRIS AVE S S 3RD STFOR CONTINUATION
SEE SHEET R-9
FOR CONTINUATION
SEE SHEET R-10
FOR CONTINUATION
SEE SHEET R-4
FOR CONTINUATION
SEE SHEET R-4
MATCHLINE STA H3+40SEE BELOWMATCHLINE STA H3+40SEE ABOVE3
2
1
1
3
2
LEGEND
PERMANENT HMA PATCH PER CITY STD
DETAIL 110.0, 110.1 AND DETAIL 2,
SHEET R-40
CEMENT CONCRETE SIDEWALK OR
DRIVEWAY
SAWCUT
GRIND & OVERLAY PER CITY STD
DETAIL 110.0 AND 110.1 REMOVE AND
REPLACE WITH 6" CSTC BASE AND 8"
ASPHALT PAVEMENT
1
2
3
5
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL
101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED
CURB TIE-INS, MATCH THE CURB FACES AND EXISTING
TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST
LENGTH TO MATCH NEAREST EXPANSION JOINT
CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY
STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH
TO MATCH NEAREST FULL DEPTH EXPANSION JOINT
CROSSWALK PER CITY STD DETAIL 127
CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW
PER CITY STD DETAIL 109 AND WSDOT STD PLANS
M-3.40-04 AND M-24.40-02
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
20100 40 60
PLAN
SCALE: 1"=20'
2
3
3 2
5
2
3
2
3
2
3
2
3
2
3
2
3
5 5
507 225
419 211
280
422 423
9
9 TYP
9
9 TYP
K0+00 K1+00 K2+00 K3+00 K4+00
L4+00TSTSTS12"PP SD
24"C900
S
DL4+00••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••444444
45
4545 464544
44444
646
CRPL#3 66" STLCPPL#3 66" STLCPPL#3 66" STLCPPL#3 66" STL ••••••••••••••••••••••••••••••••18-2251
R-24
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
S 2ND ST
ROADWAY RESTORATION PLANS
STA K0+00 TO STA K5+60
JJM
BAW
TTT
108NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-REST-R.dwg R-24 4/26/2023 10:53 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
S 2ND ST MILLAVE S1
5
2
FOR CONTINUATION
SEE SHEET R-25MAIN AVE SLEGEND
PERMANENT HMA PATCH PER CITY STD
DETAIL 110.0, 110.1 AND DETAIL 2,
SHEET R-40
CEMENT CONCRETE SIDEWALK OR
DRIVEWAY
SAWCUT
GRIND & OVERLAY PER CITY STD
DETAIL 110.0 AND 110.1 REMOVE AND
REPLACE WITH 6" CSTC BASE AND 8"
ASPHALT PAVEMENT
1
2
3
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL
101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED
CURB TIE-INS, MATCH THE CURB FACES AND EXISTING
TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST
LENGTH TO MATCH NEAREST EXPANSION JOINT
CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY
STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH
TO MATCH NEAREST FULL DEPTH EXPANSION JOINT
CROSSWALK PER CITY STD DETAIL 127
STOP BAR PER CITY STD DETAIL 128
CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW
PER CITY STD DETAIL 109 AND WSDOT STD PLANS
M-3.40-04 AND M-24.40-02
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
5
6
6
1000 1010
201
9
2 3
6 5
6
3 2
3
2
9
TYP
K3+00K4+00L0+00
L1+00 L2+00 L3+00 L4+00 L5+00
12"DI W
12"DI W
TS TS
TS12"PP SD24"C900 SDL0+00
L1+00 L2+00 L3+00 L4+00 L5+00
K3+00K4+00••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••46
454644 45
4544
4
4
45
46
4
343 CRPL#3 66" STL
CPPL#3 66" STLL5+00 L6+00 L7+00 L8+00 L9+00L9+00
12"DI W 12"DI W 12"DI W
12" PP SD 12"PP SD
8"C900 SD8"C900 SD8"DI SD
L5+00 L6+00 L7+00 L8+00 L9+00L9+00
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••4
7
47
4
7
48
4
9
5
3
5
2
5
1
5
0
4
9
48
4
74747
46
46
46
46
46
45
CRPL#3 66" STLCRPL#3 66" STL CRPL#3 66" STL
18-2251
R-25
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
MILL AVE S
ROADWAY RESTORATION PLANS
STA L0+00 TO STA L9+00
JJM
BAW
TTT
109NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-REST-R.dwg R-25 4/26/2023 10:53 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
MILL AVE S
S 2ND STFOR CONTINUATION
SEE SHEET R-24 MATCHLINE STA L5+80SEE BELOWMILL AVE S HOUSER WAY
SMATCHLINE STA L5+00SEE ABOVER-26
1
2
3
2
3
2
3
2
3
1
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
4
2
CONTRACTOR SHALL NOT
DISTURB ANY PART OF THE
BRIDGE ABUTMENT.
3
8
2
5
LEGEND
PERMANENT HMA PATCH PER CITY STD
DETAIL 110.0, 110.1 AND DETAIL 2,
SHEET R-40
CEMENT CONCRETE SIDEWALK OR
DRIVEWAY
SAWCUT
GRIND & OVERLAY PER CITY STD
DETAIL 110.0 AND 110.1 REMOVE AND
REPLACE WITH 6" CSTC BASE AND 8"
ASPHALT PAVEMENT
1
2
3
4
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL
101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED
CURB TIE-INS, MATCH THE CURB FACES AND EXISTING
TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST
LENGTH TO MATCH NEAREST EXPANSION JOINT
CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY
STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH
TO MATCH NEAREST FULL DEPTH EXPANSION JOINT
CEMENT CONCRETE DRIVEWAY ENTRANCE
REPLACEMENT WITH 6" CSTC BASE, MATCH EXISTING
PER CITY STD DETAIL 104, 104.2, 104.5, 105.5 AND/OR
AS DIRECTED BY THE ENGINEER, ADJUST PANEL LENGTH
TO MATCH NEAREST FULL DEPTH EXPANSION JOINT
CROSSWALK PER CITY STD DETAIL 127
STOP BAR PER CITY STD DETAIL 128
BRICK SIDEWALK TO BE REPLACED IN KIND,
CONTRACTOR TO REUSE BRICK TO THE EXTENT
POSSIBLE, IF NEW BRICK IS NEEDED, IT SHALL BE OF
THE SAME SIZE AND COLOR PATTERN, SUBSURFACE
LAYERS TO MATCH EXISTING AND BE SUFFICIENTLY
HAND COMPACTED SUCH THAT NO SETTLING OCCURS
CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW
PER CITY STD DETAIL 109 AND WSDOT STD PLANS
M-3.40-04 AND M-24.40-02
RAILROAD CROSSING MARKING PER WSDOT STD PLAN
M-11.10-03
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
20100 40 60
PLAN
SCALE: 1"=20'
5
6
8
6
5
6
5
2
3
2
3
100
1023 1010
211
9
11
9 TYP
9 TYP
9
11
9
R0+83
R1+00
R2+00R2+00
12"DI SD6" SD8"DI S
D12" DI SDC22+00C23+00•••••••••••••••••••••••••••••••••••••••••••••••••••3636363636
Q0+00
Q1+00
Q2+0012"DI W
12"DI W12"DI WE6+00A4+00•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3
1
31
29
30 303132NO PARK
ING
PARKING
F
I
R
E
L
A
N
EFIRE LANECRPL#1 66" STLCRPL#2 51.5" STLCRPL#3 66" STL••••••••••••••••••••••18-2251
R-29
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
LAKE AVE S & SMITHERS AVE S
RESTORATION PLANS STA Q0+00 TO
STA Q2+00 & STA R0+00 TO STA R2+00
JJM
BAW
TTT
110NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-REST-R.dwg R-29 4/26/2023 10:53 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
SMITHERS AVE SS 3RD STFOR CONTINUATION
SEE SHEET R-10
R-30
FOR CONTINUATION
SEE SHEET R-10
24S 2ND STLAKE AVE S
FOR CONTINUATION
SEE SHEET R-1
FOR CONTINUATION
SEE SHEET R-1
1
1
2
3
LEGEND
PERMANENT HMA PATCH PER CITY STD
DETAIL 110.0, 110.1 AND DETAIL 2,
SHEET R-40
CEMENT CONCRETE SIDEWALK OR
DRIVEWAY
SAWCUT
GRIND & OVERLAY PER CITY STD
DETAIL 110.0 AND 110.1 REMOVE AND
REPLACE WITH 6" CSTC BASE AND 8"
ASPHALT PAVEMENT
1
2
3
4
CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL
101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED
CURB TIE-INS, MATCH THE CURB FACES AND EXISTING
TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST
LENGTH TO MATCH NEAREST EXPANSION JOINT
CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY
STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH
TO MATCH NEAREST FULL DEPTH EXPANSION JOINT
CEMENT CONCRETE DRIVEWAY ENTRANCE
REPLACEMENT WITH 6" CSTC BASE, MATCH EXISTING
PER CITY STD DETAIL 104, 104.2, 104.5, 105.5 AND/OR
AS DIRECTED BY THE ENGINEER, ADJUST PANEL LENGTH
TO MATCH NEAREST FULL DEPTH EXPANSION JOINT
CROSSWALK PER CITY STD DETAIL 127
STOP BAR PER CITY STD DETAIL 128
CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW
PER CITY STD DETAIL 109 AND WSDOT STD PLANS
M-3.40-04 AND M-24.40-02
CONSTRUCTION NOTES:
20100 40 60
PLAN
SCALE: 1"=20'
20100 40 60
PLAN
SCALE: 1"=20'
5
2 3
5
601
6
9
5
9 TYP
9
TYP
6
REMOVE AND REPLACE
CURB RAMP, SEE SHT R-35
••RAD=29.74'
Δ=13°41'12"
L=7.1
RAD=19.62'
Δ=16°11'53"
L=5.5
RAD=16.83'
Δ=17°21'43"
L=5.1
RAD=24.88'
Δ=13°24'11"
L=5.8
RAD=32.82'
Δ=5°01'41"
L=2.9
RAD=53.63'
Δ=9°25'03"
L=8.8
STA C12+54, 22' LT
BEGIN CURB AND GUTTER
STA C12+58, 54' LT
END CURB AND GUTTER •• EL=31.74
EL=31.68
EL=31.70
EL=31.69±
MATCH EXIST
EL=31.36±
MATCH EXIST
EL=30.92±
MATCH EXIST
EL=31.11±
MATCH EXIST
EL=30.95±
MATCH EXIST
EL=31.09±
MATCH EXIST
EL=31.16±
MATCH EXIST
TC=31.42
TC=31.36 EXIST
TC=31.01
TC=31.05
TC=31.55
TC=31.52
FL=30.91 EXIST
FL=30.97
FL=31.01
FL=31.05
FL=31.10
FL=31.12
EL=31.61
EL=31.56
EL=31.04
EL=31.09
EL=31.68±
MATCH EXIST
EL=31.06
EL=31.02
EL=31.45±
MATCH EXIST TC=31.44 EXIST
FL=31.01 EXIST
EL=31.07
1.2%0.5%1.0%1.5%
7.5%0.5%1.5%
2
.
8%
2
.
8%7.9%8.7%1.9%0.9%0.9%
18-2251
R-31
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
CURB RAMP DETAILS - 1
ARC
ARC
TTT
111NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-CURB_RAMPS-R.dwg R-31 4/25/2023 9:04 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=5'
SHATTUCK AVE S AND S 3RD ST - NW CORNER PLAN
SCALE: 1"=5'
SHATTUCK AVE S AND S 3RD ST - NW CORNER GRADING
7.8'5.0'1.8'8.4'1
1
.
6
'
7.2'
14.4'7.1'5.5'5.1'5.8'2.9'1
3
4
4
7
9
2
8
10
11
5
5
KEY NOTES
SAWCUT & REMOVE EXIST SIDEWALK CURB AND GUTTER TO
NEAREST JOINT PAST MATCH LINE.
CONSTRUCT PERPENDICULAR CURB RAMPS PER WSDOT STD
PLAN F-40.15-03
FURNISH AND INSTALL RED DETECTABLE WARNING
SURFACE PER WSDOT STD PLAN F-45.10-02
CONSTRUCT CEMENT CONC CURB PER COR STD PLANS 101
AND 103.
CONSTRUCT CEMENT CONC SIDEWALK PER COR STD PLAN
102
INSTALL HMA TO MATCH EXIST PAVEMENT THICK, SEE
ROADSIDE DETAIL SHT R-40
ADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED
GRADE, COORDINATE WITH CITY 4 WEEKS PRIOR TO
CONSTRUCTION
ADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED
GRADE, BY OTHERS
PROTECT EXIST STREET LIGHT TO REMAIN.
PROTECT EXIST CABINET
PROTECT EXIST FENCE
PROTECT EXIST UTILITY VAULT/BOX
PROTECT EXIST PED PUSH BUTTON
REFER TO SD SHT SD-8 FOR STORM IMPROVEMENTS
REMOVE AND REINSTALL THERMAL PLASTIC CROSSWALK
LINE PER COR STD PLAN 127
REMOVE AND REINSTALL THERMAL STOP BAR MARKING PER
COR STD PLAN 128
1
2
3
4
5
6
7
8
9
10
11
13
14
19
20
21
SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE)
SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE)
TRUNCATED DOME DETECTABLE WARNING SURFACE
1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS
CURB RAMP LEGEND
SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM
FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE
REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP
REPLACEMENT SECTION DETAIL, SHT. R40)
CURB RAMP PAY LIMIT
14
1
8.1'
6
11.4'8.2'10
7
7 8.8'
19
5
19
19
10
13
20
21
19
•••••••••••••••••RAD=26.69'
Δ=26°12'35"
L=12.2
RAD=16.60'
Δ=21°16'44"
L=6.2
RAD=43.66'
Δ=6°36'24"
L=5.0
RAD=45.04'
Δ=6°39'50"
L=5.2
RAD=14.15'
Δ=20°09'14"
L=5.0
STA C12+58, 47' RT
END CURB AND GUTTER
STA C12+47, 18' RT
BEGIN CURB AND GUTTER
STA C12+91, 40' RT
END CURB AND GUTTER •••••••••••••••••EL=30.87±
MATCH EXIST
EL=30.74±
MATCH EXIST
EL=30.71±
MATCH EXIST
EL=30.69±
MATCH EXIST
EL=31.28±
MATCH EXIST
EL=30.60±
MATCH EXIST
TC=31.32
TC=31.18
TC=30.70
TC=30.67
TC=31.13
TC=31.12 EXIST
FL=30.75
FL=30.73
FL=30.69
FL=30.66
FL=30.63
FL=30.60 EXIST
EL=31.24
EL=31.22
EL=31.43±
MATCH EXIST
TC=30.87 EXIST
FL=30.80 EXIST
RIM EL=30.77
EL=31.13±
MATCH EXIST
TC=31.46 EXIST
FL=31.46 EXIST
TC=31.42
FL=31.29
TC=31.30 EXIST
FL=31.28 EXIST
EL=31.48±
MATCH EXIST
EL=31.41±
MATCH EXIST
EL=30.81±
MATCH EXIST
1.5%
1.5%0.5%7.5%
1.5%
1.3%0.1%7.9%8.4%0.4%3
.
3%0.1%1.
2%
2.0%1.5%18-2251
R-32
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
CURB RAMP DETAILS - 2
ARC
ARC
TTT
112NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-CURB_RAMPS-R.dwg R-32 4/25/2023 9:04 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=5'
SHATTUCK AVE S AND S 3RD ST - SW CORNER PLAN
SCALE: 1"=5'
SHATTUCK AVE S AND S 3RD ST - SW CORNER GRADING10.1'5.0'2.4'5.0'7.3'
6.7'
11.6'
9.5'5.0'5.2'5.0'6.2'
8
1
13
1
2
12
3
5
19
KEY NOTES
SAWCUT & REMOVE EXIST SIDEWALK CURB AND GUTTER TO
NEAREST JOINT PAST MATCH LINE.
CONSTRUCT PERPENDICULAR CURB RAMPS PER WSDOT STD
PLAN F-40.15-03
FURNISH AND INSTALL RED DETECTABLE WARNING
SURFACE PER WSDOT STD PLAN F-45.10-02
CONSTRUCT CEMENT CONC CURB PER COR STD PLANS 101
AND 103.
CONSTRUCT CEMENT CONC SIDEWALK PER COR STD PLAN
102
INSTALL HMA TO MATCH EXIST PAVEMENT THICK, SEE
ROADSIDE DETAIL SHT R-40
ADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED
GRADE, BY OTHERS
PROTECT EXIST PEDESTRIAN SIGNAL POLE
PROTECT EXIST UTILITY VAULT/BOX
PROTECT EXIST PED PUSH BUTTON
REFER TO SD SHTS SD-8 FOR STORM IMPROVEMENTS
1
2
3
4
5
6
8
12
13
14
19
SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE)
SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE)
TRUNCATED DOME DETECTABLE WARNING SURFACE
1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS
CURB RAMP LEGEND
13
14
5
4
6
8.
0
'4.
4
'
SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM
FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE
REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP
REPLACEMENT SECTION DETAIL, SHT. R-40)
CURB RAMP PAY LIMIT
144.0'3.8'8.4'19
•••••••••••••Δ=21°16'44"
RAD=15.60'
Δ=41°08'54"
L=11.2
RAD=20.76'
Δ=13°50'08"
L=5.0
RAD=21.90'
Δ=14°08'39"
L=5.4
STA C12+94, 20' RT
BEGIN CURB AND GUTTER
STA C12+91, 40' RT
END CURB AND GUTTER •••••••••••••EL=30.63±
MATCH EXIST
EL=30.76±
MATCH EXIST
EL=30.76±
MATCH EXIST
EL=30.81±
MATCH EXIST
EL=30.96±
MATCH EXIST
RIM EL=30.86
EL=31.54±
MATCH EXIST
EL=31.38±
MATCH EXIST
EL=31.46
EL=31.44±
MATCH EXIST
EL=31.37
TC=31.0 EXIST
TC=30.70
TC=30.76
TC=31.3 EXIST
FL=30.9 EXIST
FL=30.76
FL=30.70
EL=30.77
EL=30.71
FL=30.6 EXIST
TC=31.28
FL=30.83 EL=31.41±
MATCH EXIST
EL=31.03±
MATCH EXIST
EL=31.40±
MATCH EXIST
1.6%1.3%1.5%
1.7%8.2%6.4%2.5%
7.2%1.6%0.1%1.5%1.
6%
1
.
3%
18-2251
R-33
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
CURB RAMP DETAILS - 3
ARC
ARC
TTT
113NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-CURB_RAMPS-R.dwg R-33 4/25/2023 9:04 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=5'
SHATTUCK AVE S AND S 3RD ST - SE CORNER PLAN
SCALE: 1"=5'
SHATTUCK AVE S AND S 3RD ST - SE CORNER GRADING5.0'5.0'6.0'9.2'
9.3'
13.9'5.4'5
13
8
13
23
1
1
19
KEY NOTES
SAWCUT & REMOVE EXIST SIDEWALK CURB AND GUTTER TO
NEAREST JOINT PAST MATCH LINE.
CONSTRUCT PERPENDICULAR CURB RAMPS PER WSDOT STD
PLAN F-40.15-03
FURNISH AND INSTALL RED DETECTABLE WARNING
SURFACE PER WSDOT STD PLAN F-45.10-02
CONSTRUCT CEMENT CONC CURB PER COR STD PLANS 101
AND 103.
CONSTRUCT CEMENT CONC SIDEWALK PER COR STD PLAN
102
INSTALL HMA TO MATCH EXIST PAVEMENT THICK, SEE
ROADSIDE DETAIL SHT R-40
ADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED
GRADE, BY OTHERS
PROTECT EXIST PEDESTRIAN SIGNAL POLE
PROTECT EXIST UTILITY VAULT/BOX
PROTECT EXIST PED PUSH BUTTON
REFER TO SD SHT SD-8 FOR STORM IMPROVEMENTS
REMOVE AND REINSTALL THERMAL PLASTIC CROSSWALK
LINE PER COR STD PLAN 127
PROTECT EXIST BUILDING
1
2
3
4
5
6
8
12
13
14
19
20
22
SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE)
SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE)
TRUNCATED DOME DETECTABLE WARNING SURFACE
1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS
CURB RAMP LEGEND
146.3'4.9'5.0'6.0'
9.
5
'
1
6
SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM
FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE
REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP
REPLACEMENT SECTION DETAIL, SHT. R-40)
PAY LIMIT
12
20
8
2.8'.8'8
.
1
'
22
STA C15+46, 22' LT
BEGIN CURB AND GUTTER
STA C15+72, 52' LT
END CURB AND GUTTER
STA C15+64, 22' LT
BEGIN CURVE
STA C15+72, 30' LT
END CURVE
EL=32.97±
MATCH EXIST
EL=32.76±
MATCH EXIST
EL=32.16±
MATCH EXIST
EL=32.29±
MATCH EXIST
EL=32.16±
MATCH EXIST
EL=32.17±
MATCH EXIST
EL=32.19±
MATCH EXIST
FL=32.8
EL=32.74
EL=32.30
EL=32.30
EL=32.22
EL=32.25
EL=32.25
TC=32.1 EXIST
TC=32.29 TC=32.34
TC=32.16
TC=32.13
TC=32.7
FL=32.1
FL=32.13
FL=32.16
FL=32.34FL=32.29
FL=32.1 EXIST
FL=32.82
FL=32.38
FL=32.30
TC=32.8
TC=32.83
TC=32.82 RIM EL=32.1
TC=32.83
TC=32.70
FL=32.20
EL=32.44±
MATCH EXIST
EL=32.40±
MATCH EXIST
TC=32.7
FL=32.2
EL=32.30±
MATCH EXIST
TC=32.64
FL=32.15
EL=32.58 1.5%
1.5%1.1%1.7%
6.0%6.3%1.5%1.5%1.4%
1.0
%5.4%6.4%2.6%9.5%3.1%4.2%11.3%
1.5%1.0%0.1%1.1%0.7%0.6%1.1%
EL=33.02±
MATCH EXIST
TC=32.3 EXIST
FL=32.2 EXIST
0.1%0.6% EL=32.77
6.0%4.9%18-2251
R-34
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
CURB RAMP DETAILS - 4
ARC
ARC
TTT
114NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-CURB_RAMPS-R.dwg R-34 4/25/2023 9:04 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=5'
WHITWORTH AVE S AND S 3RD ST - NW CORNER PLAN
SCALE: 1"=5'
WHITWORTH AVE S AND S 3RD ST - NW CORNER GRADING
5.0'
1
1
11
3
19
15
4
7
9
22
16
2
5
4
KEY NOTES
SAWCUT & REMOVE EXIST SIDEWALK CURB AND GUTTER TO
NEAREST JOINT PAST MATCH LINE.
CONSTRUCT COMBINATION CURB RAMPS PER THIS SHEET
FURNISH AND INSTALL RED DETECTABLE WARNING SURFACE
PER WSDOT STD PLAN F-45.10-02
CONSTRUCT CEMENT CONC CURB PER COR STD PLANS 101 AND
103.
CONSTRUCT CEMENT CONC SIDEWALK PER COR STD PLAN 102
INSTALL HMA TO MATCH EXIST PAVEMENT THICK, SEE
ROADSIDE DETAIL SHT R-40
REMOVE AND ABANDON EXIST STREET LIGHT JUNCTION BOX.
COORDINATE WITH CITY 4 WEEKS PRIOR TO CONSTRUCTION.
REMOVE EXIST LUMINAIRE POLE AND SIGNS. COORDINATE
WITH CITY 4 WEEKS PRIOR TO CONSTRUCTION SALVAGE EXIST
LIGHT FIXTURE AND DELIVER TO CITY MAINTENANCE FACILITY
PROTECT EXIST FENCE
PROTECT EXIST UTILITY VAULT/BOX
PROTECT EXIST HYDRANT
REMOVE EXIST STOP AND NO PARKING SIGN AND WOOD POST
REFER TO SD SHT SD-9 FOR STORM IMPROVEMENTS
REMOVE ABANDONED WATER METER
INSTALL DECORATIVE PEDESTRIAN LUMINAIRE POLE PER COR
STD PLAN 117.2, 117.3, 117.4, AND SHT R-41. LUMINARIE ARM
SHALL BE ORIENTED TOWARD ROADWAY. LUMINAIRE BASE
COVER SHALL BE AT LEAST 1.5 FEET CLEAR FROM FACE OF
CURB. CENTER OF POLE SHALL BE LOCATED APPROX 2.5 FEET
FROM FACE OF CURB.
INSTALL STREET LIGHT JUNCTION-BOX PER COR STD PLAN 119
AND 120
REINSTALL EXIST SIGNS THAT WERE REMOVED FROM EXIST
LUMINAIRE POLE TO NEW METAL POST PER COR STD PLAN 129
DO NOT ENTER SIGN SHALL FACE EAST. ONE WAY SIGN SHALL
BE FACED NORTH. CLEARANCE FROM BOTTOM OF LOWEST SIGN
TO PROPOSED GROUND LEVEL SHALL BE AT LEAST 7 FEET PER
STD PLAN
REINSTALL EXIST STOP AND NO PARKING SIGN THAT WERE
REMOVED FROM THE EXIST WOOD POST WITH NEW METAL
POST PER COR STD 129. EDGE OF SIGN SHALL BE APPROX 1.5
FEET CLEAR FROM FACE OF CURB. CLEARANCE FROM BOTTOM
OF LOWEST SIGN TO PROPOSED GROUND LEVEL SHALL BE AT
LEAST 7 FEET PER STD PLAN.
CREATE SMOOTH TRANSITION BETWEEN CURB RAMPS AND
CURB RETURN
1
2
3
4
5
6
7
9
11
13
15
16
19
22
23
24
25
26
27
SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE)
SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE)
TRUNCATED DOME DETECTABLE WARNING SURFACE
1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS
NEW S/W PANEL TO TRANSITION TO EXIST. S/W SLOPE
AND WIDTH, MAX. 2% CROSS SLOPE AT TOP OF RAMP.
TRANSITION CURB TO MATCH EXIST.
CURB RAMP LEGEND
6
SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM
FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE
REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP
REPLACEMENT SECTION DETAIL, SHT. R-40)
PAY LIMIT
5
133.7'7.5'5.0'7.9'5.0'
3.9'3.9'7.3'5.7'4.1'5.7'8.5'7.0'
4.0'
9.6'4.0'5.7'5.2'9.4'7.5'7.2'5.7'2.5'7.2'2.4'10.5'5.4'
5.4'
24 23
GENERAL NOTES
1. LUMINAIRE SHALL BE OUT OF SERVICE AS SHORT A TIME PERIOD AS POSSIBLE BEFORE THE NEW DECORATIVE PEDESTRIAN LUMINAIRE IS
OPERATIONAL.
2. LUMINAIRE POLE RELOCATION PLAN SHALL BE SUBMITTED TO THE CITY FOR REVIEWS AND APPROVAL WITH 4 WEEKS PRIOR TO ITS
RELOCATION.
3
25
26
1 11/25/20 DESIGN REVISIONS AND CLARIFICATIONSTTT
1 ENTIRE SHEET
R8
.
3
'
27
12" DI
S
D
RAD=48.56'
Δ=4°47'00"
L=4.1
STA C22+56, 23' RT
BEGIN CURB AND GUTTER STA C22+75, 22' RT
END CURB AND GUTTER
12" DI
S
D
EL=35.79 EL=35.83 EL=36.11
EL=36.02±
MATCH EXIST
EL=35.55±
MATCH EXIST
EL=35.63±
MATCH EXIST
EL=35.63±
MATCH EXIST
EL=35.67±
MATCH EXIST
EL=35.69±
MATCH EXIST
EL=35.61±
MATCH EXIST
EL=36.22±
MATCH EXIST
EL=36.00±
MATCH EXIST
EL=36.14±
MATCH EXIST
TC=36.0 EXIST
TC=35.53
TC=35.57
TC=36.07
TC=36.1 EXIST
TC=36.17TC=36.12TC=36.06
TC=36.0 EXIST
FL=36.0 EXIST
FL=35.85 FL=35.89 FL=36.17
FL=35.6 EXIST
FL=35.57
FL=35.56
FL=35.52
FL=35.5 EXIST
TC=35.51
3.1%5.5%7.5%0.8%1.5%1.5%0.8%1.5%0.3%8.5%9.5%
18-2251
R-35
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
CURB RAMP DETAILS - 5
ARC
ARC
TTT
115NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-CURB_RAMPS-R.dwg R-35 4/25/2023 9:04 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=5'
SMITHERS AVE S AND S 3RD ST - SE CORNER PLAN
SCALE: 1"=5'
SMITHERS AVE S AND S 3RD ST - SE CORNER GRADING7.0'4.0'3.1'3.0'4.9'5.0'5.2'3.7'7.5'4.0'5.0'5.0'3.8'5.1'
1
4 4
1
5
2
3
12
13
4
KEY NOTES
SAWCUT & REMOVE EXIST SIDEWALK CURB AND GUTTER TO
NEAREST JOINT PAST MATCH LINE.
CONSTRUCT PARALLEL CURB RAMP PER WSDOT STD PLAN
F-40.12-03.
FURNISH AND INSTALL RED DETECTABLE WARNING
SURFACE PER WSDOT STD PLAN F-45.10-02
CONSTRUCT CEMENT CONC CURB PER COR STD PLANS 101
AND 103.
CONSTRUCT CEMENT CONC SIDEWALK PER COR STD PLAN
102
INSTALL HMA TO MATCH EXIST PAVEMENT THICK, SEE
ROADSIDE DETAIL SHT R-40
PROTECT EXIST SIGNAL POLE
PROTECT EXIST UTILITY VAULT/BOX
REFER TO SD SHT SD-10 FOR STORM IMPROVEMENTS
REMOVE AND REINSTALL THERMAL PLASTIC CROSSWALK
LINE PER COR STD PLAN 127
1
2
3
4
5
6
12
13
19
20
SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE)
SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE)
TRUNCATED DOME DETECTABLE WARNING SURFACE
1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS
NEW S/W PANEL TO TRANSITION TO EXIST. S/W SLOPE
AND WIDTH, MAX. 2% CROSS SLOPE AT TOP OF RAMP.
TRANSITION CURB TO MATCH EXIST.
CURB RAMP LEGEND
19 6
SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM
FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE
REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP
REPLACEMENT SECTION DETAIL, SHT. R-40)
PAY LIMIT
5
20
12"C900 SDRAD=54.72'
Δ=3°57'57"
L=3.8
RAD=28.34'
Δ=27°49'31"
L=13.8
RAD=18.60'
Δ=16°25'00"
L=5.3RAD=18.60'
Δ=15°44'59"
L=5.1
RAD=47.91'
Δ=8°50'41"
L=7.4
RAD=35.48'
Δ=7°38'59"
L=4.7 12"C900 SDTC=30.71
TC=31.14
TC=31.14
TC=30.45
TC=30.38 EXIST
TC=30.35
TC=29.71
TC=29.77
TC=30.32
TC=30.23 EXIST
FL=29.92 EXIST
FL=29.87
FL=29.76
FL=29.71
RIM EL=29.69
FL=29.90
FL=30.02 EXIST
EL=30.05±
MATCH EXIST
EL=30.18±
MATCH EXISTEL=30.49±
MATCH EXIST
EL=29.93±
MATCH EXIST
EL=30.03±
MATCH EXIST
EL=29.87±
MATCH EXIST
EL=29.88±
MATCH EXIST
EL=29.78
EL=29.73
FL=30.45
FL=30.41
FL=29.87
FL=29.81
TC=30.51 EXIST
FL=30.51 EXIST 5.9%6.5%1
.
5%
1.
5%1.0%1.0%1.5%1.5%
4.7%4.9%18-2251
R-36
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
CURB RAMP DETAILS - 6
ARC
ARC
TTT
116NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-CURB_RAMPS-R.dwg R-36 4/25/2023 9:04 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=5'
SHATTUCK AVE S AND S 3RD PL - NW CORNER PLAN
SCALE: 1"=5'
S SHATTUCK AVE AND S 3RD PL - NW CORNER GRADING6.1'4.0'4.0'6
.
2
'
6.0'5.6'4.7'5.3'13.8'4.8'8.9'5.0'9.5'19
31
15
2
4
4
4
17
KEY NOTES
SAWCUT & REMOVE EXIST SIDEWALK CURB AND GUTTER
TO NEAREST JOINT PAST MATCH LINE.
CONSTRUCT PARALLEL CURB RAMP PER WSDOT STD PLAN
F-40.12-03
FURNISH AND INSTALL RED DETECTABLE WARNING
SURFACE PER WSDOT STD PLAN F-45.10-02
CONSTRUCT CEMENT CONC CURB PER COR STD PLANS 101
AND 103.
CONSTRUCT CONC CEMENT SIDEWALK PER COR STD PLAN
102
INSTALL HMA TO MATCH EXIST PAVEMENT THICK, SEE
ROADSIDE DETAIL SHT R-40
REMOVE AND REINSTALL CEMENT PEDESTRIAN CURB PER
COR STD PLAN 101
REFER TO SD SHT SD-16 FOR STORM IMPROVEMENTS
REMOVE AND REINSTALL THERMAL PLASTIC CROSSWALK
LINE PER COR STD PLAN 127
1
2
3
4
5
6
17
19
20
SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE)
SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE)
TRUNCATED DOME DETECTABLE WARNING SURFACE
1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS
NEW S/W PANEL TO TRANSITION TO EXIST. S/W SLOPE
AND WIDTH, MAX. 2% CROSS SLOPE AT TOP OF RAMP.
TRANSITION CURB TO MATCH EXIST.
CURB RAMP LEGEND
5
6
12.5'
SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM
FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE
REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP
REPLACEMENT SECTION DETAIL, SHT. R-40)
PAY LIMIT
20
••••••••••••••••••••••••••••••••••RAD=111.42'
Δ=1°24'31"
L=2.7
RAD=20.25'
Δ=39°23'07"
L=13.9
RAD=20.25'
Δ=14°11'18"
L=5.0
RAD=18.03'
Δ=26°22'53"
L=8.3
STA F9+56, 43' RT
BEGIN CURB AND GUTTER
STA F9+78, 22' RT
END CURB AND GUTTER •••••••••••••••••••••••••••••••••• EL=29.74
EL=29.79
EL=30.06±
MATCH EXIST
EL=30.42±
MATCH EXIST
EL=29.98±
MATCH EXIST
EL=29.87±
MATCH EXIST
TC=30.33 EXIST
TC=29.77
TC=29.72
TC=30.47 EXIST
TC=30.57 EXIST
TC=30.52
TC=30.50
TC=30.46 EXIST
FL=30.46 EXIST
FL=29.89
FL=29.83
FL=30.57 EXIST
FL=30.09 EXIST
FL=29.72
FL=29.77
FL=29.83 EXIST
EL=29.86±
MATCH EXIST
EL=29.91±
MATCH EXIST
RIM EL=29.71
1.7%
1.5%
1
.1%
1.5%
1
.0%
7.5%6.9%1.2%4.9%4.7%18-2251
R-37
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
CURB RAMP DETAILS - 7
ARC
ARC
TTT
117NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-CURB_RAMPS-R.dwg R-37 4/25/2023 9:04 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=5'
SHATTUCK AVE S AND S 3RD PL - SW CORNER PLAN
SCALE: 1"=5'
SHATTUCK AVE S AND S 3RD PL - SW CORNER GRADING8.2'7.0'
7.3'6.9'6.9'
9.8'5.0
'13.2'5.
0
'
16.
6
'
15
1
16
4
3
16
18
4
4
19
2
6
17
KEY NOTES
SAWCUT & REMOVE EXIST SIDEWALK CURB AND GUTTER TO
NEAREST JOINT PAST MATCH LINE.
CONSTRUCT PARALLEL CURB RAMP PER WSDOT STD PLAN
F-40.12-03.
FURNISH AND INSTALL RED DETECTABLE WARNING
SURFACE PER WSDOT STD PLAN F-45.10-02
CONSTRUCT CEMENT CONC CURB PER COR STD PLANS 101
AND 103.
CONSTRUCT CEMENT CONC SIDEWALK PER COR STD PLAN
102
INSTALL HMA TO MATCH EXIST PAVEMENT THICK, SEE
ROADSIDE DETAIL SHT R-40
PROTECT EXIST HYDRANT
REMOVE AND REINSTALL EXIST SIGN TO NEW METAL POST
PER COR STD PLAN 129
REMOVE EXIST AND REINSTALL CEMENT CONC PEDESTRIAN
CURB PER COR STD PLAN 101
RELOCATE EXIST TRASH OUT OF PROPOSED RAMP
REFER TO SD SHT SD-16 FOR STORM IMPROVEMENTS
REMOVE AND REINSTALL THERMAL PLASTIC CROSSWALK
LINE PER COR STD PLAN 127
1
2
3
4
5
6
15
16
17
18
19
20
SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE)
SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE)
TRUNCATED DOME DETECTABLE WARNING SURFACE
1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS
CURB RAMP LEGEND
1
SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM
FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE
REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP
REPLACEMENT SECTION DETAIL, SHT. R-40)
PAY LIMIT
20
20
RAD=20.53'
Δ=47°18'03"
L=17.0
RAD=19.42'
Δ=14°47'43"
L=5.0
RAD=26.62'
Δ=22°56'14"
L=10.7
STA F11+66, 19' LT
BEGIN CURB AND GUTTER
STA F11+88, 43' LT
END CURB AND GUTTER
TC=29.22
TC=29.27
TC=29.76 EXIST
TC=29.84 EXIST
TC=29.88
TC=29.90
TC=29.86
TC=29.75
TC=29.81 EXIST
FL=29.32 EXIST
FL=29.27
FL=29.22
FL=29.30
RIM EL=29.19
EL=29.32±
MATCH EXIST
EL=29.27±
MATCH EXIST
EL=29.51±
MATCH EXIST
EL=29.98±
MATCH EXIST
EL=29.40±
MATCH EXIST
EL=29.33±
MATCH EXIST
EL=29.47±
MATCH EXIST
EL=29.28
EL=29.23
FL=29.84 EXIST
FL=29.37
FL=29.32
FL=29.86
FL=29.35 EXIST4.7%7.1%5.2
%
3.2
%1.5%2.2%1.1%
1.5%
1.5%1.0%1.0%
18-2251
R-38
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
CURB RAMP DETAILS - 8
ARC
ARC
TTT
118NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-CURB_RAMPS-R.dwg R-38 4/25/2023 9:04 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=5'
SHATTUCK AVE S AND S 4TH ST - NE CORNER PLAN
SCALE: 1"=5'
SHATTUCK AVE S AND S 4TH ST - NE CORNER GRADING
4
2
11
17
3
5
1
1
4
4
4.0'
4.0'6.6'10.7'5.0
'
17.
0
'
10.
1
'5.0
'
6.4'
6.3'7.3'6.7'7.0'
87 16
19
KEY NOTES
SAWCUT & REMOVE EXIST SIDEWALK CURB AND GUTTER TO
NEAREST JOINT PAST MATCH LINE.
CONSTRUCT PARALLEL CURB RAMP PER WSDOT STD PLAN
F-40.12-03
FURNISH AND INSTALL RED DETECTABLE WARNING
SURFACE PER WSDOT STD PLAN F-45.10-02
CONSTRUCT CEMENT CONC CURB PER COR STD PLANS 101
AND 103.
CONSTRUCT CEMENT CONC SIDEWALK PER COR STD PLAN
102
INSTALL HMA TO MATCH EXIST PAVEMENT THICK, SEE
ROADSIDE DETAIL SHT R-40
ADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED
GRADE, COORDINATE WITH CITY 4 WEEKS PRIOR TO
CONSTRUCTION
EXIST UTILITY BOX TO BE REMOVED, BY OTHERS
PROTECT EXIST FENCE
PROTECT EXIST UTILITY VAULT/BOX
REMOVE AND REINSTALL EXIST SIGN WITH NEW METAL
POST PER COR STD PLAN 129
REMOVE EXIST GRADE CURB
REFER TO SD SHT SD-17 FOR STORM IMPROVEMENTS
REMOVE AND REINSTALL THERMAL PLASTIC CROSSWALK
LINE PER COR STD PLAN 127
1
2
3
4
5
6
7
8
11
13
16
17
19
20
SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE)
SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE)
TRUNCATED DOME DETECTABLE WARNING SURFACE
1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS
NEW S/W PANEL TO TRANSITION TO EXIST. S/W SLOPE
AND WIDTH, MAX. 2% CROSS SLOPE AT TOP OF RAMP.
TRANSITION CURB TO MATCH EXIST.
CURB RAMP LEGEND
6
SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM
FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE
REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP
REPLACEMENT SECTION DETAIL, SHT. R-40)
PAY LIMIT
20
12"DI SDRAD=55.01'
Δ=6°56'22"
L=6.7
RAD=20.22'
Δ=48°30'10"
L=17.1
RAD=18.67'
Δ=15°23'18"
L=5.0
RAD=18.67'
Δ=20°10'17"
L=6.6
STA F12+55, 22' LT
END CURB AND GUTTER
STA F12+32, 46' LT
BEGIN CURB AND GUTTER 12"DI SD EL=28.99
EL=28.94
EL=29.22±
MATCH EXIST
EL=29.07±
MATCH EXIST
EL=29.22±
MATCH EXIST
EL=29.13±
MATCH EXIST
EL=29.47±
MATCH EXIST
EL=29.35±
MATCH EXIST
EL=29.95±
MATCH EXIST
TC=29.5 EXIST
TC=28.97
TC=28.92
TC=29.56
TC=29.67
TC=29.62
TC=29.59
TC=29.6 EXIST
FL=29.1 EXIST
FL=28.97
FL=28.92
FL=29.11
FL=29.2 EXIST
FL=29.67
FL=29.04
FL=29.09
FL=29.6 EXIST
TC=29.7 EXIST
RIM EL=28.90
6.9%6.5%
0.8%
1.5
%1.0%1.5
%1.0%1.5%3.0%3.0%5.2%3.9%
18-2251
R-39
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
CURB RAMP DETAILS - 9
ARC
ARC
TTT
119NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-CURB_RAMPS-R.dwg R-39 4/25/2023 9:04 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
SCALE: 1"=5'
SHATTUCK AVE S AND S 4TH ST - SE CORNER PLAN
SCALE: 1"=5'
SHATTUCK AVE S AND S 4TH ST - SE CORNER GRADING
5.7'
7.4
'
7.5
'6.7'7.7'6.9'10.3'5.017.1'
6.7'6.7'5.0'9.6'
4 7 1
2
7
8
3
5
8
9
4
19
17
KEY NOTES
SAWCUT & REMOVE EXIST SIDEWALK CURB AND GUTTER TO
NEAREST JOINT PAST MATCH LINE.
CONSTRUCT PARALLEL CURB RAMP PER WSDOT STD PLAN
F-40.12-03.
FURNISH AND INSTALL RED DETECTABLE WARNING
SURFACE PER WSDOT STD PLAN F-45.10-02
CONSTRUCT CEMENT CONC SIDEWALK PER COR STD PLAN
102
INSTALL HMA TO MATCH EXIST PAVEMENT THICK, SEE
ROADSIDE DETAIL SHT R-40
ADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED
GRADE, COORDINATE WITH CITY 4 WEEKS PRIOR TO
CONSTRUCTION
ADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED
GRADE, BY OTHERS
PROTECT EXIST STREET LIGHT.
PROTECT EXIST CABINET
PROTECT EXIST UTILITY VAULT/BOX
REMOVE AND REINSTALL CEMENT CONCRETE PEDESTRIAN
CURB PER COR STD PLAN 101
REFER TO SD SHT SD-17 FOR STORM IMPROVEMENTS
REMOVE AND REINSTALL THERMAL PLASTIC CROSSWALK
LINE PER COR STD PLAN 127
1
2
3
5
6
7
8
9
10
13
17
19
20
SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE)
SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE)
TRUNCATED DOME DETECTABLE WARNING SURFACE
1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS
NEW S/W PANEL TO TRANSITION TO EXIST. S/W SLOPE
AND WIDTH, MAX. 2% CROSS SLOPE AT TOP OF RAMP.
TRANSITION CURB TO MATCH EXIST.
CURB RAMP LEGEND
13
10
6
1
SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM
FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE
REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP
REPLACEMENT SECTION DETAIL, SHT. R-40)
PAY LIMIT
20
13
13
18-2251
R-40
of 121
RENTON DOWNTOWN
UTILITY
IMPROVEMENTS
PROJECT
January 2021AS SHOWN
1 10/26/2022JJM RECORD DRAWING
RECORD
DRAWINGS
SEE NOTE ON
COVER SHEET
RESOTORATION AND TRENCH
DETAILS
ARC
ARC
TTT
120NO.DATE BY REVISION
NOT TO SCALE
THEN DRAWING IS
NOT MEASURE 1"
IF THIS BAR DOES
NOTICE
CHECKED
DRAWN
DESIGNED
PROJECT NO.:SCALE:DATE:H:\EVT_Projects\18\2251 - Renton DUIP Phase 2\CAD\Sheets\18-2251-WA-CURB_RAMPS-R.dwg R-40 4/25/2023 9:04 AM DAVID.BARKER 24.1s (LMS Tech)SHEET
120 1
SIDEWALK RAMP GENERAL NOTES:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL AMERICANS WITH DISABILITIES (ADA) REQUIREMENTS
AS DEFINED BY THE PUBLIC RIGHTS-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG). SHOULD ANY ERROR OR
INCONSISTENCY EXIST, THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK AFFECTED UNTIL REPORTED TO
THE ENGINEER FOR CLARIFICATION OR CORRECTION.
2. REFERENCE CITY OF RENTON STANDARD PLAN 101.0, 101.1, 102.0, AND 103.0. SEE WSDOT STD PLAN F-40.12-03,
F-40.14-03, F-40.15.03, AND F-45.10-02. FOR ADDITIONAL INFORMATION.
3. ALL SURVEY AND STAKING NECESSARY FOR CONSTRUCTION SHALL BE PROVIDED BY THE CONTRACTOR.
COMPLETE ALL SURVEY STAKING AS NEEDED USING INFORMATION CONTAINED IN THE PLANS AND ADJUSTED AS
NECESSARY TO MEET ADA REQUIREMENTS. ADDITIONAL INFORMATION OR CLARIFICATION BY THE ENGINEER MAY
BE AVAILABLE UPON REQUEST. SURVEYED FIELD LAYOUT SHALL BE REVIEWED BY THE CITY AND ENGINEER PRIOR TO
CONCRETE PLACEMENT.
4. THE MAXIMUM CLOSURE TIME FOR ANY SINGLE CORNER SHALL BE ONE WEEK. SUBMIT TRAFFIC CONTROL PLAN
AND PEDESTRIAN DETOUR PLAN FOR RAMP CLOSURES. PLAN SHALL INCLUDE BUT IS NOT LIMITED TO WORK AREA
PROTECTION, SIDEWALK CLOSURES AND DETOURS.
5. COORDINATE UTILITY RELOCATIONS AND/OR ADJUSTMENTS AS NEEDED. SEE SPECIFICATIONS FOR UTILITY
CONTACT INFORMATION.
6. REPLACE CURBS, SIDEWALKS, AND/OR DRIVEWAY APRONS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION
OPERATIONS. REPLACE FULL SECTIONS TO THE NEAREST EXISTING CONSTRUCTION JOINT. REPLACEMENT WILL BE
CONSIDERED INCIDENTAL TO THE WORK.
7. PROTECT FRESHLY POURED CONCRETE FROM VANDALISM OR OTHER DAMAGE FOR A MINIMUM OF TWENTY-FOUR
(24) HOURS OR UNTIL CURED ENOUGH TO SUPPORT TYPICAL USE, WHICHEVER IS LONGER. ANY CONCRETE
DAMAGED BY VANDALISM OR OTHER CAUSES SHALL BE REPLACED AT NO COST TO THE COUNTY.
8. ALL AREAS DISTURBED THROUGH THE CONSTRUCTION OF THE SIDEWALK RAMPS SHALL BE RETURNED TO THEIR
ORIGINAL CONDITION PRIOR TO PROJECT COMPLETION. THIS INCLUDES, BUT IS NOT LIMITED TO, LANDSCAPE
RESTORATION AROUND NEW RAMPS. LANDSCAPE RESTORATION WILL BE CONSIDERED INCIDENTAL TO THE WORK.
9. CONTRACTOR SHALL TAKE EXTRA CARE TO AVOID DAMAGING ANY IRRIGATION, WIRING, OR OTHER FACILITIES IN
THE AREA TO THE NEW RAMP. ANY FACILITIES ENCOUNTERED SHALL BE RELOCATED BY THE CONTRACTOR WITHOUT
DAMAGE TO AN APPROPRIATE LOCATION OUTSIDE THE RAMP/WALK AREA AT NO ADDITIONAL COST TO THE CITY.
1
-SCALE: NTS
TYPICAL SIDEWALK RAMP REPLACEMENT SECTION
NOTES:
1. TOOLED JOINTS ARE REQUIRED AT ALL SIDEWALK RAMP SLOPE BREAK LINES.
2. THE DETECTABLE WARNING SURFACE (DWS) SHALL BE PLACED AT BACK OF CURB WITH THE TWO LEADING CORNERS OF THE DWS PANEL
PLACED ADJACENT TO THE BACK OF THE CURB, AND WITH NO MORE THAN A 2 INCH GAP BETWEEN THE DWS AND THE BACK OF THE CURB
MEASURED AT THE CENTER OF THE DWS PANEL. EXCEPTION: IF THE MANUFACTURE OF THE SELECTED DWS REQUIRES A CONCRETE BORDER
AROUND THE DWS, A VARIANCE OF UP TO 2 INCHES FROM THE BACK OF CURB IS PERMITTED (MEASURE AT THE LEADIND CORNERS OFF THE
DWS PANEL)
24", MIN
SAW CUT TRUNCATED DOME
DETECTABLE WARNING
SURFACE,
2' SEE NOTE 2
SLP VARIES, SEE
DETAILS
4" CONC S/W
4" CSTCHMA CL 12" PG 64-22. MATCH
EXIST THICKNESS
6" CSTC
CONSTRUCT CEMENT CONC
PEDESTRIAN CURB PER COR STD
PLAN 101, WHERE SHOWN ON PLANS
COUNTER
SLP 5%
MAX
DEPRESSED CURB PER
COR STD PLAN 101
CURB EXPOSURE = 0"VARIES2
-SCALE: NTS
TYPICAL ROADWAY RESTORATION SECTION
3
-SCALE: NTS
TYPICAL TRENCH, BEDDING AND BACKFILL SECTIONEXIST ASPHALT DEPTH VARIESIF REQUIRED BY THE ENGINEER, MIX DRY
CEMENT INTO SUBGRADE, PAYMENT BY
MINOR CHANGES
COMPACTED SUBGRADE
PIPE FOUNDATION STABILIZATION,
IF REQUIRED SHALL BE 12"-24"
CSBC AS DIRECTED BY THE
ENGINEER WITH GEOTEXTILE
WRAP W/18" OVERLAP
BENCH AS NEEDED FOR
SHORING SYSTEM EXIST ASPHALT,CONC, AND/OR BRICK DEPTH VARIESEXIST CONC
OR BRICK
2" OVERLAY
EXIST ASPHALT
PERMANENT ASPHALT
TO MATCH THICKNESS
OF EXIST ROAD
SECTION, 8" MIN
UNDISTURBED
NATIVE SOIL
MIN 6" CSTC
MIN 6" CSTC
UNDISTURBED
NATIVE SOIL
ADDITIONAL CSTC
DEPTH VARIES
8" PERMANENT
ASPHALT PATCH
EXIST ASPHALT
2" OVERLAY
ASPHALT ONLY
ROAD SECTION RESTORATION
MULTIPLE MATERIAL
ROAD SECTION RESTORATION
GRAVEL BACKFILL FOR PIPE ZONE
BEDDING PER WSDOT STD SPEC
9-03.12(3)
TRENCH WIDTH PER
SPECIAL PROVISION
SECTION 7-08.3
6"
CRUSHED SURFACING TOP COURSE PER WSDOT STD
SPEC 9-03.9(3), BANK RUN GRAVEL FOR TRENCH
BACKFILL PER WSDOT STD SPEC 9-03.19 OR GRAVEL
BORROW PER WSDOT STD SPEC 9-03.14(1),
COMPACTED TO 95% OF MAXIMUM DENSITY
TRENCH BACKFILL PER
DETAIL 3, THIS SHT
1'
MIN
1'
MIN
NOTES:
1. TOOLED JOINTS ARE REQUIRED AT ALL SIDEWALK RAMP SLOPE
BREAK LINES.
1.5%-2% OR AS DIRECTED BY
ENGINEER
1.5% -2% OR AS DIRECTED BY
ENGINEER
6"
1