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4L CITY OF
CITY OF RENTON
1055 S GRADY WAY
RENTON, WA 98057
RENTON,
WASHINGTON
DOWNTOWN UTILITY IMPROVEMENT
PROJECT
JANUARY 2021
CITY OF RENTON OFFICIALS
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 PROJECT MANAGER
MIKE BENOIT
425-430-7206
MBENOIT@RENTONWA.GOV
DESIGN ENGINEER
TY TADANO
206-462-7030
TY.TADANO@MURRAYSMITH.US
murra srn1
600 UNIVERSITY STREET, SUITE 300
SEATTLE, WA 98101
P 206.462.7030
i
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.
Know what's below.
Call before you dig.
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VICINITY MAP
SCALE: 1 "=1000'
R-394901 W-394901 S-394901
3949
18-2251
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INDEX OF DRAWINGS
GENERAL
66
SS-19
1 G-1
TITLE SHEET AND VICINITY MAP
67
SS-20
2 G-2
SHEET INDEX
68
SS-21
3 G-3
SYMBOLS AND LEGEND
69
SS-22
4 G-4
ABBREVIATIONS
70
SS-24
5 G-5
GENERAL AND EROSION CONTROL NOTES
71
SS-25
6 G-6
SURVEY DATA CONTROL PLAN AND NOTES
72
SS-26
7 G-7
PRECONSTRUCTION POTHOLE AND GEOTECHNICAL PLAN AND BLOCK DESIGNATIONS
73
SS-27
8 G-8
PRECONSTRUCTION POTHOLE DATA TABLE
74
SS-28
9 G-9
TYPICAL EROSION & SEDIMENT CONTROL PLAN AND NOTES
75
SS-40
76
SS-41
DEMOLITION
PLANS
77
SS-42
10
D-1
& D-2
S 2ND ST UTILITY DEMOLITION PLANS STA AO+00 TO STA A9+60
11
D-3
& D-4
S 2ND ST UTILITY DEMOLITION PLANS STA A9+60 TO STA A19+20
12
D-5
& D-6
S 2ND ST & S 3RD ST UTILITY DEMOLITION PLANS STA A19+20 TO STA A23+40 & STA CO+00 TO STA C4+80
13
D-7
& D-8
S 3RD ST UTILITY DEMOLITION PLANS STA C4+80 TO STA C14+40
14
D-9
& D-10
S 3RD ST UTILITY DEMOLITION PLANS STA C14+40 TO STA C24+00
15
D-11
& D-12
S 3RD ST & PARKING LOT UTILITY DEMOLITION PLANS STA C24+00 TO STA C26+40 & STA E1+20 TO STA E5+00
16
D-13
& D-14
PARKING LOT UTILITY DEMOLITION PLANS STA E5+00 TO STA E11+51
17
D-15
& D-16
SHATTUCK AVE S UTILITY DEMOLITION PLANS STA FO+00 TO STA F9+60
18
D-17
& D-18
SHATTUCK AVE S UTILITY DEMOLITION PLANS STA F9+60 TO STA F16+00
19
D-19
& D-20
WHITWORTH AVE S UTILITY DEMOLITION PLANS STA GO+00 TO STA G6+00
20
D-21
MORRIS AVE S UTILITY DEMOLITION PLANS STA HO+00 TO STA H6+00
21
D-24
S 2ND ST UTILITY DEMOLITION PLAN STA KO+00 TO STA K4+00
22
D-25
& D-26
MILL AVE S UTILITY DEMOLITION PLANS STA LO+00 TO STA L9+60
SCH A: STORM DRAIN IMPROVEMENTS
23
SD-3
S 2ND ST STORM PLAN & PROFILE STA A9+40 TO STA A14+00
24
SD-4
S 2ND ST STORM PLAN & PROFILE STA A14+00 TO STA A16+40
25
SD-7
S 3RD ST STORM PLAN & PROFILE STA C4+80 TO STA C9+60
26
SD-8
S 3RD ST STORM PLAN & PROFILE STA C9+60 TO STA C14+40
27
SD-9
S 3RD ST STORM PLAN & PROFILE STA C14+40 TO STA C18+80
28
SD-10
S 3RD ST STORM PLAN & PROFILE STA C18+80 TO STA C22+80
29
SD-15
SHATTUCK AVE S STORM PLAN & PROFILE STA FO+00 TO STA F5+60
30
SD-16
SHATTUCK AVE S STORM PLAN & PROFILE STA F5+60 TO F10+40
31
SD-17
SHATTUCK AVE S STORM PLAN & PROFILE STA F10+40 TO F15+00
32
SD-18
SHATTUCK AVE S STORM PLAN & PROFILE STA F15+00 TO F17+00
33
SD-19
WHITWORTH AVE S STORM PLAN & PROFILE STA GO+00 TO G3+20
34
SD-20
WHITWORTH AVE S STORM PLAN & PROFILE STA G3+20 TO G6+00
35
SD-21
MORRIS AVE S STORM PLAN & PROFILE STA H3+20 TO H6+00
36
SD-24
S 2ND ST STORM PLAN & PROFILE STA K2+80 TO K4+00
37
SD-25
MILL AVE S STORM PLAN & PROFILE STA LO+00 TO STA L4+80
38
SD-26
MILL AVE S STORM PLAN & PROFILE STA L4+80 TO STA L9+00
39
SD-40
LATERAL DRAINAGE PROFILES - 1
40
SD-41
LATERAL DRAINAGE PROFILES - 2
41
SD-42
LATERAL DRAINAGE PROFILES - 3
42
SD-43
LATERAL DRAINAGE PROFILES - 4
43
SD-44
LATERAL DRAINAGE PROFILES - 5
44
SD-45
LATERAL DRAINAGE PROFILES - 6
45
SD-50
STRUCTURAL NOTES
46
SD-51
STRUCTURAL SITE PLAN
47
SD-52
BOX CULVERT ACCESS PLAN
48
SD-53
BOX CULVERT ACCESS DETAILS
49
SD-54
BOX CULVERT PENETRATION SUPPORT DETAILS
SCH B: SANITARY SEWER IMPROVEMENTS
50
SS-1
S
2ND ST SEWER PLAN
& PROFILE STA AO+00 TO STA A4+80
51
SS-2
S
2ND ST SEWER PLAN
& PROFILE STA A4+80 TO STA A9+60
52
SS-3
S
2ND ST SEWER PLAN
& PROFILE STA A9+60 TO STA A14+00
53
SS-4
S
2ND ST SEWER PLAN
& PROFILE STA A14+00 TO STA A18+80
54
SS-5
S
2ND ST SEWER PLAN
& PROFILE STA A19+20 TO STA A23+40
55
SS-6
S
3RD ST SEWER PLAN
& PROFILE STA CO+00 TO STA C4+80
56
SS-7
S
3RD ST SEWER PLAN
& PROFILE STA C4+80 TO STA C9+60
57
SS-8
S
3RD ST SEWER PLAN
& PROFILE STA C9+60 TO STA C14+40
58
SS-9
S
3RD ST SEWER PLAN
& PROFILE STA C14+40 TO STA C18+80
59
SS-10
S
3RD ST SEWER PLAN
& PROFILE STA C18+80 TO STA C23+60
60
SS-11
S
3RD ST SEWER PLAN
& PROFILE STA C23+60 TO STA C26+15
61
SS-12
PARKING LOT EASEMENT SEWER PLAN & PROFILE STA E1+20 TO STA E5+00
62
SS-13
PARKING LOT EASEMENT SEWER PLAN & PROFILE STA E5+00 TO STA E8+00
63
SS-14
PARKING LOT EASEMENT SEWER PLAN & PROFILES STA E8+00 TO STA E11+60
64
SS-15
SHATTUCK AVE S SEWER PLAN & PROFILE STA FO+00 TO STA F5+60
65
SS-16
SHATTUCK AVE S SEWER PLAN & PROFILE STA F5+60 TO F6+80
WHITWORTH AVE S SEWER PLAN & PROFILE STA GO+00 TO G3+20
WHITWORTH AVE S SEWER PLAN & PROFILE STA G3+20 TO G6+00
MORRIS AVE S SEWER PLAN & PROFILE STA HO+00 TO STA H5+80
BURNETT AVE S SEWER PLAN & PROFILE STA 10+00 TO STA J1+00
S 2ND ST SEWER PLAN & PROFILE STA KO+00 TO K4+20
MILL AVE S SEWER PLAN & PROFILE STA LO+00 TO STA L4+80
MILL AVE S SEWER PLAN & PROFILE STA L4+80 TO STA L9+00
SIDE SEWER SEWER PLAN & PROFILE STA NO+00 TO STA N4+00
RAINIER AVE S SEWER PLAN & PROFILE STA BO+00 TO STA B3+20
KING COUNTY CONNECTION DETAIL S 2ND ST & BURNETT AVE S
KING COUNTY CONNECTION DETAIL S 3RD ST & BURNETT AVE S
MISCELLANEOUS SEWER DETAILS
SCH C: WATER IMPROVEMENTS
78
W-1
S 2ND ST WATER PLAN & PROFILE STA AO+00 TO STA A4+80
79
W-2
S 2ND ST WATER PLAN & PROFILE STA A4+80 TO STA A9+60
80
W-3
S 2ND ST WATER PLAN & PROFILE STA A9+60 TO STA A14+40
81
W-15
SHATTUCK AVE S WATER PLAN & PROFILE STA FO+00 TO STA F4+80
82
W-16
SHATTUCK AVE S WATER PLAN & PROFILE STA F4+80 TO F10+60
83
W-19
WHITWORTH AVE S WATER PLAN & PROFILE STA GO+00 TO G3+20
84
W-20
WHITWORTH AVE S WATER PLAN & PROFILE STA G3+20 TO G6+00
85
W-25
MILL AVE S WATER PLAN & PROFILE STA LO+00 TO STA L4+80
86
W-26
MILL AVE S WATER PLAN & PROFILE STA L4+80 TO STA L9+00
87
W-29
LAKE AVE S WATER PLAN & PROFILE STA QO+00 TO STA Q2+00
88
W-30
RENTON HIGH SCHOOL WATER PLAN & PROFILE STA SO+00 TO STA S1+00
89
W-31
SMITHERS AVE S WATER PLAN & PROFILE STA RO+00 TO STA R1+00
90
W-40
WATER CONNECTION DETAILS - 1
91
W-41
WATER CONNECTION DETAILS - 2
92
W-42
WATER CONNECTION DETAILS - 3
93
W-43
WATER CONNECTION DETAILS - 4
94
W-44
POLYPIG PLAN AND TEMPORARY THRUST BLOCKING
CATHODIC PROTECTION
95 CP-1 CATHODIC PROTECTION - 1
96 CP-2 CATHODIC PROTECTION - 2
ROADWAY RESTORATION PLANS
97 R-1 & R-2 S 2ND ST ROADWAY RESTORATION PLANS STA AO+00 TO STA A9+60
98
R-3
& R-4
S 2ND ST ROADWAY RESTORATION PLANS STA A9+60 TO STA A19+20
99
R-5
& R-6
S 2ND ST & S 3RD ST ROADWAY RESTORATION PLANS STA A19+20 TO STA A23+40 & STA CO+00 TO STA C4+80
100
R-7
& R-8
S 3RD ST ROADWAY RESTORATION PLANS STA C4+80 TO STA C14+40
101
R-9
& R-10
S 3RD ST ROADWAY RESTORATION PLANS STA C14+40 TO STA C24+00
102
R-11
& R-12
S 3RD ST & PARKING LOT ROADWAY RESTORATION PLANS STA C24+00 TO STA C26+40 & STA E1+20 TO STA E5+00
103
R-13
& R-14
PARKING LOT ROADWAY RESTORATION PLANS STA E5+00 TO STA E11+00
104
R-15
& R-16
SHATTUCK AVE S ROADWAY RESTORATION PLANS STA FO+00 TO STA F9+60
105
R-17
& R-18
SHATTUCK AVE S ROADWAY RESTORATION PLANS STA F9+60 TO STA F16+80
106
R-19
& R-20
WHITWORTH AVE S ROADWAY RESTORATION PLANS STA GO+00 TO STA G6+00
107
R-21
MORRIS AVE S ROADWAY RESTORATION PLANS STA HO+00 TO STA H6+00
108
R-24
S 2ND ST ROADWAY RESTORATION PLANS STA KO+00 TO STA K5+60
109
R-25
& R-26
MILL AVE S ROADWAY RESTORATION PLANS STA LO+00 TO STA L9+00
110
R-29
& R-30
LAKE AVE S & SMITHERS AVE S RESTORATION PLANS STA QO+00 TO STA Q2+00 & STA RO+00 TO STA R2+00
111
R-31
CURB RAMP DETAILS - 1
112
R-32
CURB RAMP DETAILS - 2
113
R-33
CURB RAMP DETAILS - 3
114
R-34
CURB RAMP DETAILS - 4
115
R-35
CURB RAMP DETAILS - 5
116
R-36
CURB RAMP DETAILS - 6
117
R-37
CURB RAMP DETAILS - 7
118
R-38
CURB RAMP DETAILS - 8
119
R-39
CURB RAMP DETAILS - 9
120
R-40
RESTORATION AND TRENCH DETAILS
121
R-41
LUMINAIRE FOUNDATION
NOTICE Jim RECORD
0 Y 1 DESIGNED DRAWINGS
BAW
DRAWN murraysmirth
IF THIS BAR DOES SEE NOTE ON
NOT MEASURE 1" TTT
THEN DRAWING IS CHECKED COVER SHEET
1 10/26/2022 JJM RECORD DRAWING NOT TO SCALE
NO. DATE BY REVISION
i
RENTON DOWNTOWN
• UTILITY
IMPROVEMENTS
PROJECT
NOTES:
1. SHEET NUMBER IS BASED ON ALIGNMENT AND
STATION. IT IS CONSISTENT ACROSS UTILITY
SETS SO THAT THE EXTENTS SHOWN IN A GIVEN
SHEET NUMBER FOR ONE UTILITY MATCH THOSE
SHOWN ON THE SAME SHEET NUMBER FOR THE
OTHER UTILITIES. SEE SHEET G-6 FOR SHEET
PLAN.
2. SHEET NUMBERS ARE OMITTED WHEN THERE IS
NO UTILITY WORK IN THAT AREA OF THE PROJECT
(I.E. W-3 IS FOLLOWED BY W-15 BECAUSE THERE
ARE NO WATER IMPROVEMENTS ON SHEETS 4
THROUGH 14). UTILITY IMPROVEMENTS ON SHEET
23 WERE REMOVED FROM THE PROJECT, THUS
SHEET 23 IS OMITTED FROM ALL SHEET SETS.
3. DETAIL SHEETS ARE AT THE END OF THE
UTILITY SETS BEGINNING WITH SHEET NUMBER
40.
R-394902 W-394902 S-394902
SHEET INDEX
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: January 2021
SHEET
G-2
2 of 121
LEGEND
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EXISTING
PROPOSED
EXISTING
PROPOSED
WATERLINE
1011W
— 12" DI W —
SANITARY SEWER MANHOLE
O
O
OVERHEAD ELECTRICITY
----OE- - - - OE-
----OE----OE-
TYPE 2 CATCH BASIN
O❑
O
GAS
411G
CLEAN -OUT
O
O
TELEPHONE/TELEMETRY
- - T - -
TYPE 1 CATCH BASIN
❑
■
SANITARY SEWER LINE
8"SS
—8"SS—
REDUCER
a
STORM DRAIN
8"SD
—8"SD—
THRUST BLOCK
ABANDON PIPE
VALVE
m
N
DRAINAGE DITCH
• • • • •
BLOW -OFF ASSEMBLY
BARBWIRE FENCE
POLYPIG ASSEMBLY
]OC
CHAIN LINK FENCE
x
FIRE HYDRANT ASSEMBLY
O
Ak
CONSTRUCTION FENCE
WATER METER
EE
m
TREE PROTECTION FENCE
FITTING
'ri 3ZC
CLEARING LIMITS
_ —
CATHODIC PROTECTION TEST STATION
Ts
TEMPORARY SILT FENCE
n n
COUPLING
0
GUARDRAIL
0 0 0 0 0 0 0 0 0 0 0 0 0
ECOLOGY BLOCK
m
RETAINING WALL
ANODE
TREE/BUSH LINE
PULL BOX/JUNCTION BOX
CENTERLINE
UTILITY POLE
-0-
EASEMENT/PROPERTY LINE
--- -- ---
GUY WIRE
c___
RIGHT-OF-WAY
— —
LIGHT POST
0
EDGE OF PAVEMENT/AC
...............................
SIGN
-�
EDGE OF GRAVEL
_ _ _ _ _
BENCHMARK
CURB
TREE DECIDUOUS
O
SIDEWALK
S/W
TREE CONIFEROUS
STRUCTURE OR FACILITY
POTHOLE
#
GEOTECHNICAL BORING
O
MONITORING WELL
SECTION AND DETAIL DESIGNATIONS
SECTION DESIGNATIONS DETAIL DESIGNATIONS
SECTION LETTER
LA
2
DESIGNATION
SHEET WHERE SECTION
IS SHOWN *
SECTION LETTER
SECTION
DESIGNATION
A
SCALE: 2
SHEET FROM WHICH
SECTION IS TAKEN *
DETAIL -
NUMBER
DETAIL
SCALE:
SHEET FROM WHICH
DETAIL IS TAKEN *
* NOTE: IF PLAN AND SECTION FOR DETAIL CALL -OUT AND DETAIL ARE SHOWN ON THE
SAME DRAWING, DRAWING NUMBER IS REPLACED WITH A DASH.
1\ 110/26/20221 JJM I RECORD DRAWING
NO. I DATE I BY
NOTICE Jim RECORD
0 Y2 1 DESIGNED DRAWINGS
BAW
DRAWN murraysmirlh
IF THIS BAR DOES SEE NOTE ON
NOT MEASURE 1" TTT
THEN DRAWING IS CHECKED COVER SHEET
NOT TO SCALE
i
RENTON DOWNTOWN
• UTILITY
IMPROVEMENTS
PROJECT
R-394903 W-394903 S-394903
SYMBOLS AND LEGEND
SHEET
G-3
3 of 121
..
REVISION
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: January 2021
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C TO C CENTER TO CENTER
F
FAHRENHEIT
LAT
LATITUDE
RAD
RADIUS
W WATER/WEST
AASHTO
AMERICAN ASSOCIATION OF STATE HIGHWAY
CARV COMBINATION AIR RELEASE VALVE
FA
FOUL AIR
LB
POUND
RC
REINFORCED CONCRETE
W/ WITH
& TRANSPORTATION OFFICIALS
CB CATCH BASIN
FAB
FABRICATE
LF
LINEAR FOOT
RCP
REINFORCED CONCRETE PIPE
W/O WITHOUT
AB
ANCHOR BOLT
CCP CONCRETE CYLINDER PIPE
FCA
FLANGE COUPLING ADAPTER
LIN
LINEAL
RD
ROAD, ROOF DRAIN
WM WATER METER
ABAN (D)
ABANDON (ED)
CCW COUNTER CLOCKWISE
FCO
FLOOR CLEANOUT
LN
LANE
RDCR
REDUCER
WMN WATER MAIN
ABV
ABOVE
CDF CONTROLLED DENSITY FILL
FD
FLOOR DRAIN
LOC
LOCATION
REF
REFERENCE
WS WATER STOP / WELDED STEEL /
AC
ASBESTOS CEMENT
CHAN CHANNEL
FDN
FOUNDATION
LONG
LONGITUDINAL
REINF
REINFORCE (D) (ING) (MENT)
WATER SERVICE/ WATER SURFACE
ACP
ASPHALTIC CONCRETE PAVING
CHFR CHAMFER
FE
FLOW ELEMENT
LP
LOW PRESSURE/ LOW POINT
REQ'D
REQUIRED
WSDOT WASHINGTON STATE DEPARTMENT OF
ADA
AMERICANS WITH DISABILITIES ACT
CHKV CHECK VALVE
FEXT
FIRE EXTINGUISHER
LPT
LOW POINT
RESTR
RESTRAINED
TRANSPORTATION
ADJ
ADJUSTABLE
CIP CAST IRON PIPE
FIT
FLOW INDICATING TRANSMITTER
LRG
LARGE
RET
RETAINING
WTRT WATERTIGHT
ADJC
ADJACENT
CIPC CAST IN PLACE CONCRETE
FF
FINISH FLOOR
LS
LONG SLEEVE / LUMP SUM
RFCA
RESTRAINED FLANGE COUPLING ADAPTER
WWF WELDED WIRE FABRIC
ADPTR
ADAPTER
CISP CAST IRON SOIL PIPE
FG
FINISHED GRADE
LT
LEFT
RI
RESTRAINED JOINT
AE
ANALYZING ELEMENT
CJ CONSTRUCTION JOINT
FGL
FIBERGLASS
LTF
LENGTH TO FIT
ROW
RIGHT-OF-WAY
AFF
ABOVE FINISHED FLOOR
CL CENTERLINE
FH
FIRE HYDRANT
LVC
LIMITS OF VERTICAL CURVE
RPBP
REDUCED PRESSURE BACKFLOW
AFG
ABOVE FINISHED GRADE
CLJ CONTROL JOINT
FIN GR
FINISHED GRADE
LVL
LEVEL
PREVENTION DEVICE
AFG
ACTUAL CUBIC FEET PERMIT
CLR CLEAR
FITG
FITTING
LWL
LOW WATER LINE
RST
REINFORCING STEEL
AHR
ANCHOR
CMP CORRUGATED METAL PIPE
FLEX
FLEXIBLE
RT
RIGHT
AIT
ANALYZING INDICATION TRANSMITTER
CMU CONCRETE MASONRY UNIT
FLG
FLANGE
MAN
MANUAL
RW
RAW WATER
AL
ALUMINUM
CO CLEANOUT
FLR
FLOOR
MATL
MATERIAL
R/W
RIGHT-OF-WAY
ALT
ALTERNATE
COL COLUMN
FM
FORCE MAIN
MAX
MAXIMUM
ANSI
AMERICAN NATIONAL STANDARDS INSTITUTE
COMB COMBINATION
FO
FIBER OPTIC
MCC
MOTOR CONTROL CENTER
S
SOUTH
APPROX
APPROXIMATE
CONC CONCRETE
FOC
FACE OF CONCRETE
MCP
MASTER CONTROL PANEL
SALV
SALVAGE
APPVD
APPROVED
CONN CONNECTION
FPM
FEET PER MINUTE
MECH
MECHANICAL
SAN
SANITARY
APWA
AMERICAN PUBLIC WORKS ASSOCIATION
CONST CONSTRUCTION
FPS
FEET PER SECOND
MET
METAL
SCFM
STANDARD CUBIC FEET PER MINUTE
ARCH
ARCHITECTURAL
CONT CONTINUOUS / CONTINUATION
FRP
FIBERGLASS REINFORCED PLASTIC
MFR
MANUFACTURER
SCHED
SCHEDULE
ARV
AIR RELEASE VALVE
CONTR CONTRACT (OR)
FS
FLOW SWITCH/ FIRE STATION
MGD
MILLION GALLONS PER DAY
SD
STORM DRAIN
ASCE
AMERICAN SOCIETY OF CIVIL ENGINEERS
COORD COORDINATE
FT
FEET / FOOT
MGMT
MANAGEMENT
SDL
SADDLE
ASSN
ASSOCIATION
COP COPPER
FTG
FOOTING
MH
MANHOLE
SDR
STANDARD DIMENSION RATIO
ASSY
ASSEMBLY
COR CITY OF RENTON
FUT
FUTURE
MIN
MINIMUM
SECT
SECTION
ASTM
AMERICAN SOCIETY FOR TESTING
CORP CORPORATION
FXTR
FIXTURE
MISC
MISCELLANEOUS
SHT
SHEET
AND MATERIALS
CORR CORRUGATED
MJ
MECHANICAL JOINT
SIM
SIMILAR
ATM
ATMOSPHERE
CP CONTROL POINT
G
GAS
MO
MASONRY OPENING
SLP/SL/S
SLOPE
AUTO
AUTOMATIC
CPLG COUPLING
GA
GAUGE
MON
MONUMENT
SLV
SLEEVE
AUX
AUXILIARY
CR CRUSHED ROCK
GAL
GALLON
MOT
MOTOR
SPEC (S)
SPECIFICATION (S)
AVE
AVENUE
CS COMBINED SEWER
GALV
GALVANIZED
SPG
SPACING
AVG
AVERAGE
CSBC CRUSHED SURFACING BASE COURSE
GB
GRADE BREAK
N
NORTH
SPL
SPOOL
AWWA
AMERICAN WATER WORKS ASSOCIATION
CSP CONCRETE SEWER PIPE
GI
GALVANIZED IRON
NA
NOT APPLICABLE
SQ
SQUARE
CSTC CRUSHED SURFACING TOP COURSE
GIP
GALVANIZED IRON PIPE
NC
NORMALLY CLOSED
SQ FT
SQUARE FOOT
BETW
BETWEEN
CT COURT
GIS
GEOGRAPHIC INFORMATION SYSTEM
NIC
NOT IN CONTRACT
SQ IN
SQUARE INCH
BFD
BACKFLOW PREVENTION DEVICE
CTR CENTER
GL
GLASS
NO/NO.
NORMALLY OPEN/NUMBER
SQ YD
SQUARE YARD
BFILL
BACK FILL
CU CUBIC
GR
GRADE
NOM
NOMINAL
SS
SANITARY SEWER
BFV
BUTTERFLY VALVE
CV CONTROL VALVE
GR LN
GRADE LINE
NORM
NORMAL
SS MH
SANITARY MANHOLE
BIO
BIOLOGICAL
CW CLOCKWISE / COLD WATER
GRTG
GRATING
NPW
NON POTABLE WATER
SST
STAINLESS STEEL
BKGD
BACKGROUND
CY CUBIC YARDS
GS
GROUND SURFACE
NRS
NON -RISING STEM
ST
STREET
BLDG
BUILDING
GV
GATE VALVE
NTS
NOT TO SCALE
STA
STATION
BLK
BLOCK
D DRAIN
GRVL
GRAVEL
STD
STANDARD
BLVD
BOULEVARD
DEFL DEFLECTION
OC
ON CENTER
STL
STEEL
BM
BENCHMARK
DET DETAIL
HAZ
HAZARDOUS
OD
OUTSIDE DIAMETER
S/W
SIDEWALK
BMP
BEST MANAGEMENT PRACTICE
DI DUCTILE IRON
HB
HOSE BIBB
OF
OVERFLOW, OUTSIDE FACE
BO
BLOWOFF
DIA DIAMETER
HD
HUB DRAIN
OHP
OVER HEAD POWER
T
TANGENT
BOC
BACK OF CURB
DIM DIMENSION
HDPE
HIGH DENSITY POLYETHYLENE
OHWM
ORDINARY HIGH WATER MARK
TB
THRUST BLOCK
BOW
BOTTOM OF WALL
DIR DIRECTION
HDR
HEADER
OPNG
OPENING
TC
TOP OF CONCRETE / TOP OF CURB
BR
BRINE
DIST DISTANCE
HDWE
HARDWARE
OPP
OPPOSITE
TEL
TELEPHONE
BS
BOTH SIDES
DIV DIVISION
HGR
HANGER
ORIG
ORIGINAL
TEMP
TEMPERATURE / TEMPORARY
BSMT
BASEMENT
DN DOWN
HGT
HEIGHT
OVHD
OVERHEAD
THK
THICK
BV
BALL VALVE
DOE DEPARTMENT OF ECOLOGY
HMA
HOT MIX ASPHALT
THRD
THREAD (ED)
BVCS
BEGIN VERTICAL CURVE STATION
DR DRIVE/ DRAIN
HNDRL
HAND RAIL
P&ID
PROCESS AND INSTRUMENTATION
DIAGRAM
THRU
THROUGH
BVCE
BEGIN VERTICAL CURVE ELEVATION
DS DOWNSPOUT
HOA
HAND -OFF -AUTO
PE
PLAIN END
TOW
TOP OF WALL
BW
BOTTOM OF WALL
DWG DRAWING
HOR
HAND -OFF -REMOTE
PERF
PERFORATED
TP
TEST PIT / TOP OF PAVEMENT /
BWD
BACKWASH DRAIN
DWL DOWEL
HORIZ
HORIZONTAL
PERM
PERMANENT
TURNING POINT
BWS
BACKWASH SUPPLY
DWV DRAIN WASTE AND VENT
HP
HIGH PRESSURE / HORSEPOWER
PERP
PERPENDICULAR
TPZ
TREE PROTECTION ZONE
DWY DRIVEWAY
HPT
HIGH POINT
PG
PRESSURE GAGE
TRANS
TRANSITION
HYD
HYDRANT
PL
PROPERTY LINE / PLATE / PLASTIC
TW
TOP OF WALL / TREATED WATER
E EAST
P-LAM
PLASTIC LAMINATE
TYP
TYPICAL
EA EACH
I&C
INSTRUMENTATION & CONTROL
PLBG
PLUMBING
EC ENUSTON CONTROL
ID
INSIDE DIAMETER
PNL
PANEL
UIC
UNDERGROUND INJECTION CONTROL
ECC ECCENTRIC
IE
INVERT ELEVATION
POLY
POLYETHYLENE
UG
UNDERGROUND
EL ELEVATION
IMPVT
IMPROVEMENT
PP
POLYPROPYLENE
UGP
UNDERGROUND POWER
ELB ELBOW
IN
INCH
PRCST
PRECAST
UN
UNION
ELEC ELECTRICAL
INCC
INCLUDE (D) (ING)
PREP
PREPARATION
UON
UNLESS OTHERWISE NOTED
ENCL ENCLOSURE
INSTL
INSTALLATION / INSTALL
PRESS
PRESSURE
USGS
UNITED STATES GEOLOGIC SURVEY
EOP EDGE OF PAVEMENT
INTER
INTERCEPTOR
PROP
PROPERTY/ PROPOSED
EQL EQUAL
INTR
INTERIOR
PRV
PRESSURE REDUCING VALVE
V
VENT / VOLT
EQUIP EQUIPMENT
INV
INVERT
PSIG
POUNDS PER SQUARE INCH GAGE
VAC
VACUUM
ESC EROSION SEDIMENT CONTROL
PSL
PIPE SLEEVE
VB
VACUUM BREAKER
EUH ELECTRIC UNIT HEATER
JT
JOINT
PSPT
PIPE SUPPORT
VBOX
VALVE BOX
EW EACH WAY
JUNC
JUNCTION
PV
PLUG VALVE
VC
VERTICAL CURVE
EVCS END VERTICAL CURVE STATION
PVC
POLYVINYL CHLORIDE
VERT
VERTICAL
EVCE END VERTICAL CURVE ELEVATION
KVA
KILOVOLT AMPERE
PVI
POINT VERTICAL INTERSECTION
VOL
VOLUME
EXC EXCAVATE
KW
KILOWATT
PVMT
PAVEMENT
VTPAV
VERTICAL TURBINE PUMP AIR VALVE
EXIST EXISTING
PW
POTABLE WATER
VTR
VENT THROUGH ROOF
EXIST GR EXISTING GRADE
PWR
POWER
EXP EXPANSION
PZ
PRESSURE ZONE
EXP BT EXPANSION BOLT
EXP JT EXPANSION JOINT
QTY
QUANTITY
EXT EXTERIOR
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® UTILITY
IMPROVEMENTS
ABBREVIATIONS
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THEN DRAWING
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PROJECT
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10/26/2022
JJM
RECORD DRAWING
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NO.
DATE
BY
REVISION
PROJECT NO.: 18-2251
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GENERAL NOTES: WATER UTILITY NOTES:
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF
PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON. A THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL
MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS
SCHEDULING. 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
2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE
SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL
WORKS DEPARTMENT AND THE LATEST EDITION OF THE ROAD, BRIDGE AND NECESSARY PERMITS PRIOR TO CONSTRUCTION.
MUNICIPAL CONSTRUCTION PREPARED BY WSDOT/APWA STANDARDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS
THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1- 800-424- 5555 TO VERIFY
PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS
DATUM 1988 (NAVD 88), AND FOR HORIZONTAL CONTROL SHALL BE NORTH SHALL BE NEW AND UNDAMAGED, AND CATALOG CUTS" FOR ALL MATERIALS SHALL BE
AMERICAN DATUM 1983/1991 (NAD 83/91) UNLESS OTHERWISE APPROVED BY APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS
THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK ON- SITE.
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.
/1\ 10/26/2022 JJM RECORD DRAWING
NO. DATE BY
REVISION
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.
SURFACE WATER DRAINAGE 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.
SANITARY SEWER 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
RESTORATION NOTES:
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.
R-394905 W-394905 S-3949051
SHEET
NOTICE Jim RECORD
DESIGNED RENTON DOWNTOWN
0 /Z 1 BAW DRAWINGS N44® UTILITY GENERAL AND EROSION CONTROL
DRAWN NOTES G - 5
IF THIS BAR DOES SEE NOTE ON murraysmirth'� IMPROVEMENTS
NOT MEASURE 1" TTT
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50
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35
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S2NDST
WATER PLAN & PROFILE
STA AO+00 TO STA A4+80
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021
W-394906
SHEET
W-1
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ADDITIONAL DETAILS
PLAN
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SCALE: 1"=20' HORIZ, 1"=5' VERT
1\ 110/26/20221 JJM I RECORD DRAWING
NO. I DATE I BY
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DESIGNED
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RECORD
DRAWINGS
SEE NOTE ON murra sm�
COVER SHEET
RENTON DOWNTOWN
� UTILITY
IMPROVEMENTS
PROJECT
CONSTRUCTION NOTES:
1 CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-6
11 MINIMUM SPACING OF 24" BETWEEN 2"
TAPPED TEE FOR WATER SERVICE LINE AND
HYDRANT TEE MEASURED EDGE TO EDGE
13 REPLACE EXIST WATER LATERAL SETTER
AND METER BOX PER COR STD PLAN 320.3
AND RECONNECT TO EXIST SERVICE
15 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
23 PROP WATER SERVICES TO AVOID
ABANDONED VAULT
26 PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATIONS TYPE FI, SEE
CORROSION PROTECTION DETS
27 TEMPORARY WATER SERVICE WITH END CAP
AND THRUST RESTRAINT, SEE SHT D-2
37 EXIST WATER TO BE ABANDONED AND/OR
REMOVED, SEE SHT D-2
38 REPLACE SURVEY MONUMENT PER CITY STD
DETAIL H031 AS REQUIRED FOR
CONSTRUCTION
45
ius
35
30
25
20
15
10
S2NDST
WATER PLAN & PROFILE
STA A4+80 TO STA A9+60
W-394907
SHEET
W-2
79 of 121
no
REVISION
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021
CONSTRUCTION NOTES:
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RIM 32.22 E 29.6 S, 6" CONC SSMH 62818 IE 30.6 W, 12" CPP
RIM 31 S,
SDMH 62148 SSMH 62147 STA A9+84, 16' LT IE 20.5 E,W ® CL 29.2 E, 12" CPP STA Al2+64 4' LT JE W a.55 1� � r. IE 31.1 S, 6" CONC
RIM 31.80 RIM 32.38 STA FO+84 13' LT F$-I 9�9-'-E� 1-12" 450 BEND RJ �- STA G-8 1 85
IE 27.5 SE, W @ CL, IE 20.8E ' ' -
4' CHLK IE 20.E S 1-12"� TEE, FLG IE=26.62 PROVIDE TEMPORARY � ` 1-TB _ _ _STA G-0+04, 9' RT 4
34
3-12 GV FLGxRJ SUPPORT AND PROTECT - W - - STA A11+75 11' LT STA Al2+78 4' LT -T
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1_12 90 BEND, RJ
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FOUND PREVIOUSLY STA A11+81 5' LT 26 - 9 �y
2 6 v- -34- - - - - - -
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------
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1-12" 45° BEND 8 - UqP • 33" iVIP 1-12" GV RJxRJ 2
UNKNOWN LUMEN FO DUCT _ �� '
' ^-, �� ' T P - - - UG - 1-TB UGP- - - GP- - - - � U P- - � = KB-2 26 B - ,�- - 2-12" SOLID SLV, RJ - �-�-=-
. 11 UGP- - - - STA A+ r; --rT =-� $ -3
2 PVC CONDUIT STA A11+48 10' LT = STA S1+00 IE=27.05 sp IE=26.9
8 SD 1-12" TEE, FLG - _ r �- 8�� SDR .3D D
36 TA Al2+30 4 LT iflE=IL9
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CB 62661
3-12" GV, FLGxRJ
RIM 7
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1 CB 63513 W-40
RIM 31.33
RECORD DRAWINGS SHOW CONTRACTOR
1-TB
IE 28.3 E, 12" CONC
=
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28.8 N, 6"
CONIC SURVEYED STRUCTURE LOCATIONS AND
STA Al2+86 39' RT
IE 28.3 W, 12" CONC
1
STA Al2+92, 39' RT
ELEVATIONS. THE ORIGINAL DESIGN
1-22.50 BEND, RJ
IE 28.4 NE, 4' CONC
- 27 1
1-22.50 BEND, RJ
LOCATIONS AND ELEVATIONS ARE 1-TB CB 63515 0 1-TB
INDICATED WITH STRIKETHROUGH TEXT. plA^ �� �� � FOR CONTINUATION
REFER TO CONTRACT DOCUMENTS FOR PLAN
ADDITIONAL DETAILS ~ SEE SHEET W-19
0 10 20 40 60 >_
SCALE: 1"=20'
nmr,,
1 W DI - -
�1�1.� -
CB 63332 / Li
RIM 32.66
IE 29.2 W, 12" CONC
IE 29.2 E, 12" CONC
IE 30.3 N, 6" METAL(THROUGH)
IE 30.3 S, 6" METAL(THROUHG)
1
CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-6
6
12" GATE VALVE TO BE CUT IN BY CITY
FORCES PRIOR TO ABANDONMENT OF EXIST
WATER
< > 8
WATER SERVICES CROSSING SPU SHALL USE
KAMCO MUNICIPAL AQUA SHIELD COPPER
PIPE
9
PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATIONS TYPE FF, SEE
CORROSION PROTECTION DETAILS SHT CP-1
13
REPLACE EXIST WATER LATERAL SETTER AND
METER BOX PER COR STD PLAN 320.3 AND
RECONNECT TO EXIST SERVICE
15
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
20
REPLACE EXIST WATER LATERAL AND METER
PER COR STD PLAN 320.1 AND RECONNECT
TO EXIST SERVICE
24
WATER SERVICE TO BE INSTALLED WITH A 2"
SADDLE TAP PRIOR TO ABANDONMENT OF 8"
WATER BETWEEN SHATTUCK AVE S AND
WHITWORTH AVE S
26
PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATIONS TYPE FI, SEE
CORROSION PROTECTION DETAILS, SHT CP-1
27
TEMPORARY WATER SERVICE WITH END CAP
WATER SERVICE TABLE
SERVICE
APPROX STATION
FIELD VERIFIED
NO.
ADDRESS
SIZE
AT MAIN
STATION AT
MAIN
�1
321 S 2ND ST
1"
Al2+07, 5' LT
Al2+09, 16' RT
ElIRRIGATION
2"
A13+26
A13+241 18' RT
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INSTALL
JOINT BONDS AT ALL
INSTALL JOINT BONDS AT ALL JOINTS
JOINTS AND
ANODES EVERY 20'
AND ANODES EVERY 20'
A9+60 A9+80 A10+00 A10+20 A10+40 A10+60 A10+80 A11+00 A11+20 A11+40 A11+60 A11+80 Al2+00 Al2+20 Al2+40 Al2+60 Al2+80 A13+00 A13+20 A13+40 A13+60 A13+80 A14+00 A14+20 A14+40
/1\ 110/26/20221 JJM I RECORD DRAWING
NO. DATE BY
NOTICE
JAM
0 /Z 1
DESIGNED
BAW
DRAWN
IF THIS BAR DOES
NOT MEASURE 1"
TTT
THEN DRAWING IS
CHECKED
NOT TO SCALE
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
RECORD
DRAWINGS
SEE NOTE ON murraysmi
COVER SHEET
i
RENTON DOWNTOWN
o UTILITY
IMPROVEMENTS
PROJECT
AND THRUST RESTRAINT, SEE SHT D-3
28 SEE SHT W-19 FOR PIPE CONTINUATION
29 SEE SHT W-30 FOR PIPE CONTINUATION
30 SEE SHT W-30 FOR PIPE CONTINUATION
45
36 AIR RELEASE VALVE PER COR STD PLAN
340.3
40 <
37 EXIST WATER TO BE ABANDONED AND/OR
REMOVED, SEE SHT D-3
35
30
25
20
15
10
S2NDSIT
WATER PLAN & PROFILE
STA A9+60 TO STA A14+40
W-394908
SHEET
W-3
80 of 121
no
REVISION
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021
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FOR CONTINUATION
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1-12" 450 BEND, RJ 1 1-FH 24' LT
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f - I I 26 / STA F 1 + 16 12' LT A r L1-12" 450 BEND, RJ 1-6" GV FLxRJ
c( II , Q I 1-12" 450 BEND, RJ, Nc / / 1 4 �G B 68720 1-TB
I � z T / / NC / / OOD RIM .1' N 211 1-FH, 24' LT
0 1-TB 1-DEADMAN Nc/ / IE 28.1 NE, 6" coNc 1-12" GV RJ
N p / r IE 28.2 E, 6" CONC I
II I c l l / 1-TB, IE=27.5
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/ 1-12" 45° BEND, R1 / /\ / % E 21.6 S I I STA F4+04 18 RT
ICI / U E 21.6 SE 1-4 x4 TEE, RJ 1 4" 45�E�.
1-TB E22.7NW r c� I I "
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DMH 68466
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IE 12-TB i 4��ENDI
I I I U 0 / IE 22.9 S, 1 CONC ��
^ I I I I / /// / �/ / /'_%� / \ i I ELEV 24.0 -W, TOP OF 12 ID CONC SS PIPE 136 DEEPS
FOR CONTINUATION RECORD DRAWINGS SHOW CONTRACTOR SURVEYED
SEE SHEET W-2 STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL
DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED
WITH STRIKETHROUGH TEXT. REFER TO CONTRACT P LA N
DOCUMENTS FOR ADDITIONAL DETAILS
0 0 10 20 40 60
V7
00
450 BEND MOVED TO SCALE: 1"=20'
V7
DROP BELOW FOUND FO X
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DUCT, CASING EXTENDED M W 'n
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IE=26.7
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CASING
Iam=
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1\ 110/26/20221 JJM I RECORD DRAWING
NO. DATE BY
- L -- I- - - - - t - - -
--E O
- - T -
APPROX 15' LONG 0
CASING71-m'
Lu
2:>
0
0 12"DI W
12 1-12" INSULATING SLV
zA F1+83_
1T 2'" 450 VERT BEND, RJ STA F2+32 f 490 LF OF 12" CL 52
O 1-12" 450 VERT BEND, RJ REST JOINT DI WATER
IE=26.4 Imo¢ IE=27.0 TE-
STA F1+24 MAIN WITH POLYWRAP
1-12" 450 BEND, RJ 24"STEEL '-�\STA F2+23
IE=26.4 3E-R4.8 CASING, LTF 1-12" 450 VERT BEND, RJ
STA F1+16 STA F1+88 IE=20.4 3E-+9.8
1-12" 450 BEND, RJ 1-12" 450 VERT BEND, RJ
IE=19.5 IE=20.3 4
CONSTRUCTION NOTES:
< > 1 CONSTRUCTION CL EQUALS R/W CL, SEE
STA F4+05, 12' LT SURVEY CONTROL PLAN, SHT G-6
1- GV
1-4"" GV, FLGxRJ TEE, FLGxRJ 3 REMOVE AND REPLACE EXIST STORM TO A
I
1-TB I I 300 DISTANCE OF 10 FT ON BOTH SIDES OF PROP
v WATER, STORM PIPE SHALL BE C900 PVC AND
SHALL MATCH EXIST SLOPE, SIZE, AND
CULV 69111 6' IRON GATE
CB 68976 ALIGNMENT
IE 31.6 2" PVC UCAB I RIM 30.71
IRON GATE IRON 1.5' CO�C WALL 2 4 SUPPORT SPU WATER IN PLACE PER 1-07.17, DO
ac AG 14" NOT ALLOW EXIST PEA GRAVEL BACKFILL TO
UNRAVEL, BACKFILL PIPE BEDDING PER SPU
DWG _ ITHTO_ U- P - - IJGP- - UGP - - - 00 STD PLAN 350
21 -TIE=25.4- MW-11--�T-----T----T--- - -T- -- T 9 PROPOSED CORROSION PROTECTION FLUSH
LL_ MOUNTED TEST STATIONS TYPE FF, SEE
12 DI W -o _ Q'� CORROSION PROTECTION DETAILS, SHT CP-1
�1--- - -�u)N CI -�1 8 W CI -- - �"�I-----8"W CI ---- ��
a II F5+00 ,��, 12 CASING PIPE SHALL CONFORM TO STD 4121 SPU
- •- - . �- .y,. .�
U = SUPPORT DETAILS IN APPENDIX A
I
SDR 35 SS Z V7
SS - - - -CB 41 2 - i--i w
IE-26.5 I► RIM J Lu 14 WATER SERVICES CORP CONNECTIONS SHALL
PP SD -- -- ----------18"PP SD-------SD0, =� BE A MIN OF 18" FROM OTHER SERVICES OR
_ u FITTINGS
DWYI _ T- _� _ _ __ DWY- - T - _d- _ - T _ - Q 15 FH ASSY PER COR STD PLAN 310.1, CLOSE
-T - - - - - - -- - - T- - - - EXIST HYDRANT VALVE, REMOVE HYDRANT,
1 VALVE COVER, & VALVE BOX, SALVAGE TO COR
AC CD AC OR DISPOSE AS DIRECTED BY CITY ENGINEER
CONC RET WALL CONC BLOCK RET WALL 6' CHLK C ATE
/ SDMH 68468 20 REPLACE EXIST WATER LATERAL AND METER
RIM 31.85
IE 22.6 N, 12" CONCI 212 PER COP, STD PLAN 320.1 AND RECONNECT TO
// IE 22.6 S, 12" CONC WOOD DECK-"""' EXIST SERVICE
IE 23.2 W, 8" CONC
n2l REPLACE EXIST WATER LATERAL AND METER
WATER SERVICE TABLE
SERVICE
ADDRESS
SIZE
APPROX STATION
NO.
AT MAIN
�1
211 SHATTUCK AVE S
411
F4+09,
27
RT
�2
305 S 2ND ST
1"
F1+70,
28'
LT
�3
309 S 2ND ST
1"
F1+71,
28'
LT
�4
315 S 2ND ST
1"
F1+72,
28'
LT
�5
220 SHATTUCK AVE
1"
F3+58,
24'
LT
PER COR STD PLAN 320.4 AND RECONNECT TO
EXIST SERVICE
26 PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATIONS TYPE FI, SEE
CORROSION PROTECTION DETS, SHT CP-1
27 TEMPORARY WATER SERVICE WITH END CAP
AND THRUST RESTRAINT, SEE SHT D-15
31 SEE SHT W-2 FOR PIPE CONTINUATION
35 FH ASSY PER COR STD PLAN 310.1
36 AIR RELEASE VALVE PER COR STD PLAN 340.3
EXIST WATER TO BE ABANDONED AND/OR
37 REMOVED, SEE SHT D-15
45
99 CONCRETE DEADMAN BLOCKING PER
DETAIL ON W-44. TO BE INSTALLED PRIOR
TO FINAL CONNECTION
0
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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
INSTALL JOINT BONDS AT ALL JOINTS
AND ANODES EVERY 20'
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
NOTICE JAM RECORD
0 Yz 1 DESIGNED DRAWINGS
BAW
DRAWN murra sm�
IF THIS BAR DOES SEE NOTE ON
NOT MEASURE 1" TTT
THEN DRAWING IS CHECKED COVER SHEET
NOT TO SCALE
RENTON DOWNTOWN
o UTILITY
IMPROVEMENTS
PROJECT
35
30
25
20
15
SHATTUCK AVE S
WATER PLAN & PROFILE
STA FO+00 TO STA F5+80
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE
W-394909
SHEET
W-15
JANUARY 2021 81 Of 121
no
REVISION
CONSTRUCTION NOTES:
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30
25
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15
10
IE 27.4 S, 12" METAL
CB 26852 0
I
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STA F6+34
13' LT
STA F6+39 13' LT
301
RIM 30.83
1-12" 22.50
BEND, RJ
1-12" 22.50 BEND, RJ
IE 26.4 E, 12" CPP
IE 26.5 N, 12" CONC
Q
1-TB
1-TB
IE 26.2 W, 12" CONC I
N
II
STA F6+44 13' LT
SSMH 26850 I
(Yi
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1-12" TEE' FLGxRJ (CUT -IN)
RIM 0.00
IE -8.6 N,E,S @ C
Q I I
27053 z
CB 70375 '
1-12" GV, FLGxRJ RIM 30.62
SSMH 26851 I
a I
II
RIM 30.
2-12" SOLID SLV, RJ IE 29.5 W, 4'
RIM 31.22 I
37
p
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1-TB
- IE 23.6 E,W @ CL
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C
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RIM 29.73
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1\ 110/26/20221 JJM I RECORD DRAWING
NO. I DATE I BY
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
NOTICE JAM RECORD
0 Y2 1 DESIGNED DRAWINGS
BAW
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NOT MEASURE 1" TTT
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NOT TO SCALE
RENTON DOWNTOWN
o UTILITY
IMPROVEMENTS
PROJECT
< > 1 CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-6
5 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
10 CONNECT TO EXIST MAIN W/ CUT -IN TEE &
VALVE PER COR STD PLAN 300.2
15 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
37 EXIST WATER TO BE ABANDONED AND/OR
REMOVED, SEE SHT D-16
35
30
25
20
15
10
SHATTUCK AVE S
WATER PLAN & PROFILE
STA F4+80 TO STA F10+60
W-394910
SHEET
W-16
82 of 121
no
REVISION
PROJECT NO.: 18PROJECT NO.: 18-22511SCALE: AS SHOWNIDATE: JANUARY 2021AS SHOWNIDATE: JANUARY 2021
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0 Y2 1 DESIGNED DRAWINGS
BAW
DRAWN murra sm�
IF THIS BAR DOES SEE NOTE ON
NOT MEASURE 1" TTT
THEN DRAWING IS CHECKED COVER SHEET
1 10/26/2022 JJM I RECORD DRAWING NOT TO SCALE
NO. I DATE I BY REVISION
45
35
30
25
20
15
10
RENTON DOWNTOWN
o UTILITY
IMPROVEMENTS
PROJECT
CONSTRUCTION NOTES:
< > 1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY
CONTROL PLAN, SHT G-6
3 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
<V4 > SUPPORT SPU WATER IN PLACE PER 1-07.171 DO
NOT ALLOW EXIST PEA GRAVEL BACKFILL TO
UNRAVEL. BACKFILL PIPE BEDDING PER SPU STD
PLAN 350
7 GAS TO BE RELOCATED PRIOR TO CONSTRUCTION
8 WATER SERVICES CROSSING SPU SHALL USE
KAMCO MUNICIPAL AQUA SHIELD COPPER PIPE
9 PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATIONS TYPE FF, SEE
CORROSION PROTECTIONS DETAILS SHT CP-1
12 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
15 HYDRANT, VALVE COVER, & VALVE BOX, SALVAGE
TO COR OR DISPOSE AS DIRECTED BY CITY
ENGINEER
17 CONNECT TO EXIST MAIN W/TAPPING TEE &
VALVES PER COR STD PLAN 300.1
20 REPLACE EXIST WATER LATERAL AND METER PER
COR STD PLAN 320.1 AND RECONNECT TO EXIST
SERVICE
24 WATER SERVICE TO BE INSTALLED WITH A 2"
SADDLE TAP PRIOR TO ABANDONMENT OF 8"W
BETWEEN SHATTUCK AVE S AND WHITWORTH
AVE S
25 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
26 PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATIONS TYPE FI, SEE
CORROSION PROTECTION DETAILS, SHT CP-1
27 TEMPORARY WATER SERVICE, SEE SHT D-19
32 SEE SHT W-3 FOR PIPE CONTINUATION
EXISTING WATER TO BE ABANDONED AND/OR
37 REMOVED, SEE SHT D-19
WHITWORTH AVE S
WATER PLAN & PROFILE
STA GO+00 TO STA G3+20
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021
W-394911
SHEET
W-19
83 of 121
CONSTRUCTION NOTES:
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NO. I DATE I BY
0
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
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SCALE: 1"=20'
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325 "3RD STREET PROFESSIO AL BLDG"
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1-6" SPL, LTF
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9/2/2021
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RENTON DOWNTOWN
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IMPROVEMENTS
PROJECT
15
1 CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-6
37 EXIST WATER TO BE ABANDONED AND/OR
REMOVED, SEE SHT D-20
WHITWORTH AVE S
WATER PLAN & PROFILE
STA G3+20 TO STA G6+00
W-394912
SHEET
W-20
84 of 121
no
REVISION
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021
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IPE LENGTH
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PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
1\ 110/26/20221 JJM I RECORD DRAWING
NO. I DATE I BY
REVISION
NOTICE JAM RECORD
0 Y2 1 DESIGNED DRAWINGS
BAW
DRAWN murraysmi
IF THIS BAR DOES SEE NOTE ON
NOT MEASURE 1" TTT
THEN DRAWING IS CHECKED COVER SHEET
NOT TO SCALE
i
RENTON DOWNTOWN
� UTILITY
IMPROVEMENTS
PROJECT
1
CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-6
2
SEE SHT G-6 FOR STATION CL NORTHING
AND EASTINGS
3
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
4
SUPPORT SPU WATER IN PLACE PER
1-07.171 DO NOT ALLOW EXIST PEA
GRAVEL BACKFILL TO UNRAVEL, BACKFILL
PIPE BEDDING PER SPU STD PLAN 350
9
PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATIONS TYPE FF, SEE
CORROSION PROTECTION DETS
13
REPLACE EXISTING WATER LATERAL
SETTER AND METER BOX PER COR STD
PLAN 320.3 AND RECONNECT TO EXIST
SERVICE
14
WATER SERVICES CORP CONNECTIONS
SHALL BE A MIN OF 18" FROM OTHER
SERVICES OR FITTINGS
19
PLACE DENSE FOAM CUSHION AT ALL
UTILITY CROSSINGS WHERE WATERMAIN
CROSSES WITHIN 6" ABOVE/BELOW
ANOTHER UTILITY
20
REPLACE EXIST WATER LATERAL AND
METER PER COR STD PLAN 320.1 AND
RECONNECT TO EXIST SERVICE
26
PROPOSED CORROSION PROTECTION FLUSH
MOUNTED TEST STATIONS TYPE FI, SEE
CORROSION PROTECTION DETS, SHT CP-1
37
EXIST WATER TO BE ABANDONED AND/OR
REMOVED, SEE SHT D-25
38
REPLACE SURVEY MONUMENT PER CITY STD
DETAIL H031 AS REQUIRED FOR
CONSTRUCTION
98
CONDUCT SITE SPECIFIC UTILITY
POTHOLING IN ADVANCE OF
CONSTRUCTION TO CONFIRM
LOCATION AND ELEVATION OF EXIST
UTILITY
55 gg
CONCRETE DEAD MAN BLOCKING PER
DETAIL ON W-44. TO BE INSTALLED
PRIOR TO FINAL CONNECTION
50
45
35
30
25
MILL AVE S
WATER PLAN & PROFILE
STA LO+00 TO STA L4+80
PROJECT NO.: 18-2251 1 SCALE: AS SHOWN DATE:
JANUARY 2021
W-394913
SHEET
W-25
85 of 121
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SURVEYED STRUCTURE LOCATIONS AND
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LOCATIONS AND ELEVATIONS ARE
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REFER TO CONTRACT DOCUMENTS FOR
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1\ 110/26/20221 JJM I RECORD DRAWING
NO. I DATE I BY
PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
NOTICE JAM RECORD
0 Y2 1 DESIGNED DRAWINGS
BAW
DRAWN murra sm�
IF THIS BAR DOES SEE NOTE ON
NOT MEASURE 1" TTT
THEN DRAWING IS CHECKED COVER SHEET
NOT TO SCALE
RENTON DOWNTOWN
o UTILITY
IMPROVEMENTS
PROJECT
55
50
45
.O
35
30
25
CONSTRUCTION NOTES:
1 CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-6
5 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
13 REPLACE EXIST WATER LATERAL SETTER
AND METER BOX PER COR STD PLAN 320.3
AND RECONNECT TO EXIST SERVICE
17 CONNECT TO EXIST MAIN W/TAPPING TEE &
VALVES PER COR STD PLAN 300.1
20 REPLACE EXISTING WATER LATERAL AND
METER PER COR STD PLAN 320.1 AND
RECONNECT TO EXIST SERVICE
37 EXIST WATER TO BE ABANDONED AND/OR
REMOVED, SEE SHT D-26
MILL AVE S
WATER PLAN & PROFILE
STA L4+80 TO STA L9+00
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021
W-394914
SHEET
W-26
86 of 121
no
REVISION
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NO.1 DATE I BY
STA 1 + 0 5 12' LT
154-12"x6"
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4-12" GV, FLGxRJ 1
TEE, RJxFL
1-6" GV, FLxRJ
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— ---- IE 25.1 w nic
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1-12" 450 BEND, RJ
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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
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JAM
0 Y2 1
DESIGNED
BAW
DRAWN
IF THIS BAR DOES
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TTT
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CHECKED
NOT TO SCALE
Q1+00 Q1+20
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SCALE: 1"=20' HORIZ, 1"=5' VERT
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SEE NOTE ON murra sm�
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25
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15
RENTON DOWNTOWN
o UTILITY
IMPROVEMENTS
PROJECT
CONSTRUCTION NOTES:
1 CONSTRUCTION CL EQUALS R/W CL, SEE
SURVEY CONTROL PLAN, SHT G-6
15 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
27 TEMPORARY WATER SERVICE WITH END CAP
AND THRUST RESTRAINT, SEE SHT D-29
33 SEE SHT W-1 FOR PIPE CONTINUATION
37 EXIST WATER TO BE ABANDONED AND/OR
REMOVED, SEE SHT D-29
99 CONCRETE DEADMAN BLOCKING PER
DETAIL ON W-44. TO BE INSTALLED
PRIOR TO FINAL CONNECTION
LAKE AVE S
WATER PLAN & PROFILE
STA QO+00 TO STA Q2+00
W-394915
SHEET
W-29
87 of 121
no
REVISION
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021
CONSTRUCTION NOTES:
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1-TB
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
1\ 110/26/20221 JJM I RECORD DRAWING
NO. DATE I BY
PROVIDE TEMPORARY
SUPPORT AND PROTECT
EXIST FO DUCT DURING
CONSTRUCTION
0
FOR CONTINUATION
SEE SHEET W-3
PLAN
0 10 20 40 60
SCALE: 1"=20'
2 SEE SHT G-6 FOR STATION CL NORTHING
AND EASTINGS
25 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
32 SEE SHT W-3 FOR PIPE CONTINUATION
37 EXIST WATER TO BE ABANDONED AND/OR
REMOVED, SEE SHT D-3
99 CONCRETE DEADMAN BLOCKING PER
DETAIL ON W-44. TO BE INSTALL PRIOR
TO FINAL CONNECTION
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• _
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PROFILE
SCALE: 1"=20' HORIZ, 1"=5' VERT
W-394916
NOTICE JAM RECORD
0 Y2 1 DESIGNED DRAWINGS
BAW
DRAWN m rra SMI
IF THIS BAR DOES SEE NOTE ON mt
NOT MEASURE 1" TTT
THEN DRAWING IS CHECKED COVER SHEET
NOT TO SCALE
EA
RENTON DOWNTOWN
o UTILITY
IMPROVEMENTS
PROJECT
RENTON HIGH SCHOOL
WATER PLAN & PROFILE
STA SO+00 TO STA S1+00
SHEET
W-30
88 of 121
no
REVISION
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021
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19 PROVIDE DENSE FOAM CUSHION AT ALL
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37 EXIST WATER TO BE ABANDONED AND/OR
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W-394921
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TOTAL WEIGHT OF ECOLOGY BLOCKS (LBS)
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71200
101800
141400
181000
211600
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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.
1\ 110/26/20221 JJM I RECORD DRAWING
NO. DATE BY
NOTICE
JAM
0 Y2 1
DESIGNED
BAW
DRAWN
IF THIS BAR DOES
NOT MEASURE 1"
TTT
THEN DRAWING IS
CHECKED
NOT TO SCALE
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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
RECORD
DRAWINGS
SEE NOTE ON murraVSMi
mt
COVER SHEET
EA
0
TOP SECTION VIEW
NOT TO SCALE i_ 18" _i 10
8"
2'-0"
1'-6"
1'-6"
1'-6"
2
10"
2'-6"
1'-6"
1'-6"
1'-6"
2
12"
2'-6"
2'-0"
1'-6"
1'-6"
4
16"
3'-0"
2'-6"
2'-0"
1'-6"
4
NOTES: '
1. CONCRETE SHALL 3000 P.S.I. READY MIX POURED IN PLACE.
2- REINFORCED BARS SHALL BE DEFORMED BARS AND TIED
TOGETHER.
3. FORMWORK AT FACE OF ANCHOR WALLS MUST BE REMOVED.
BACKFILL AT FACE OF ANCHOR WALL MUST BE COMPACTED TO
95X MAX DRY DENSITY BASED ASTM D1557 PRIOR TO
REINSTATING SERVICE OF THE WATER MAIN.
E.
IN, I MAXIMUMN.
ELEVATION VIEW
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RENTON DOWNTOWN
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PROJECT
#4 REBAR AT 8" ON CENTER
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END CONNECTION DETAIL
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POLYPIG PLAN AND
TEMPORARY THRUST BLOCKING
PROJECT NO.: 18-2251 1 SCALE: AS SHOWN I DATE: JANUARY 2021
W-394922
SHEET
W-44
94 of 121
REVISION
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#10 AWG
STRANDED CO
GRADE LEVEL
TEST STATION
1-#8 AND 1-#12 AWG
COPPER WIRE WITH BLUE
TW INSULATION
eTHERMITE WELD WIRE
CONNECTION, TYPICAL
EXISTING SPU WATER LINE:
CRPL#1 66" STEEL
CRPL#2 51.5" STEEL
CRPL#3 6611 STEEL
COPPER -COPPER SULFATE REF
ELECTRODE, #14 AWG COPPER WIRE
WITH YELLOW RHW INSULATION
1'-6" SQUARE
CONCRETE
SLAB, 6" THICK
FINISH GRADE
e-TERMINAL BOARD
1-#8 AND 1-#12 AWG
COPPER WIRE WITH
WHITE TW INSULATION
CONNECTION TO SPU
-WATER LINE TO BE
MADE BY SPU
--RENTON D.I. WATER LINE
ZINC DRAIN ANODE #12 AWG
COPPER WIRE WITH BLACK THHN
INSULATION. PLACE ANODE
BETWEEN PIPELINES
TYPE FF — FLUSH MOUNTED TEST STATION
eTHFRMITF WFI n WIRE
#2 AWG JOINT
BOND CABLE
V-6" SQUARE CONCRETE
SLAB, 6" THICK
GRADE LEVEL
TEST STATION
COPPER -COPPER SULFATE REF
ELECTRODE, #14 AWG COPPER WIRE
WITH YELLOW RHW INSULATION.
PLACE ADJACENT TO JOINT.
FINISH GRADE
TERMINAL BOARD e
RENTON D.I. WATER LINE
THERMITE WELD WIRE 8
CONNECTION, TYPICAL
INSULATING JOINT e
TYPE FI — FLUSH MOUNTED TEST STATION
8
THERMITE WELD CAP OR MASTIC
MOLD TO FIT OVER THERMITE
WELD & FOLLOWER RING
MECHANICAL JOINT BOND CONNECTION
#10 AWG JOINT
BOND CABLE
THERMITE WELD, TYP WITH
THERMITE WELD CAP OF e8
MASTIC TAPE COATING
NOTE:
COAT ALL EXPOSED STEEL AND
COPPER WITH PRIMER PRIOR TO
APPLYING WELD CAP
1 2
30 04
0 0
0 0
5 6
TERMINAL
FF TEST STATION
FI TEST STATION
1
#12 BLUE, RENTON
#12 BLUE, PROTECTED
2
#8 BLUE, RENTON
#8 BLUE, PROTECTED
3
#12 WHITE, CRPL
#12 BLACK, ISOLATED
4
#8 WHITE, CRPL
#8 BLACK, ISOLATED
5
#14 YELLOW, REF
#14 YELLOW, REF
6
#12 BLACK, DRAIN ANODE
CONDUCTOR TERMINATIONS
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EXOTHERMIC WELD 68
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HANDLE
MOLD LID
STARTING POWDEF
METAL POWDER
METAL DISC
MOLD
COPPER SLEEVE
CABLE
METAL SURFACE
INDUCTOR
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CONSTRUCTION NOTES:
JOINT BONDING
ALL DUCT I LE I RON P I PE JO I NTS VALVES,
TEES, AND OTHER METALL I C EQU I PMENT
ASSOC I ATED W I TH THE NEW WATER L I NE
SHALL BE MADE ELECTR I CALLY
CONT I NUOUS W I TH I N 50' OF THE SPU
CROSSINGS UNLESS OTHERWISE SPECIFIED
ON THE PLANS.
FORE I GN L I NE CROSS I NG (TYPE FE) TEST
STATIONS
I. INSTALL TEST STATIONS AT THE
LOCAT I ONS SHOWN ON THE PROJECT
DRAWINGS.
2. TEST LEAD INSULATION COLOR AND WIRE
SIZES SHALL BE AS DESCRIBED ON
DRAWINGS.
3. 1 NSTALL A S I NGLE REFERENCE ELECTRODE
BETWEEN EACH RENTON AND SPU PIPELINE
CROSSING. THE ELECTRODE SHALL BE
SPACED EQUIDISTANCE BETWEEN THE
LINES.
4. 1 NSTALL A Z I NC DRA I N ANODE AT EACH
RENTON AND SPU PIPELINE CROSSING.
MAINTAIN A MINIMUM DISTANCE OF 4'
BETWEEN THE ANODE AND REFERENCE
ELECTRODE.
ISOLATION (TYPE FI) TEST STATIONS
I. INSTALL TEST STATIONS AT THE
LOCAT I ONS SHOWN ON THE PROJECT
DRAWINGS.
2. TEST LEAD INSULATION COLOR AND WIRE
SIZES SHALL BE AS DESCRIBED ON
DRAWINGS.
3. 1 NSTALL A S I NGLE REFERENCE ELECTRODE
ADJACENT TO THE INSULATION FITTING.
ANODE INSTALLATION
. H I GH POTENTIAL MAGNESIUM ANODES ARE
TO BE INSTALLED ON THE ELECTRICALLY
CONTINUOUS SECTIONS OF THE NEW
RENTON D. 1. P I PEL I NE.
2. ALTERNATE ANODE PLACEMENT ON
OPPOSITE SIDES OF PIPE.
3. LOCATE ANODES 2' M I N I MUM FROM OTHER
UNPROTECTED PIPES.
4. INSTALL ONE ANODE ON EACH LENGTH OF
P I PE, SPAC I NG BETWEEN ANODES NOT TO
EXCEED 20.
J STEPS:
#2 AWG INSULATED 1. CLEAN AND FILE PIPE TO BRIGHT
STRANDED COPPER WIRE METAL.
2. STRIP INSULATION FROM WIRE
SUFFICIENT TO CLEAR WELD MOLD,
INSTALL COPPER SLEEVE AS
PROTECTED PIPE UNPROTECTED PIPE 8 THERMITE WELD WIRE
e
REQUIRED.
CONNECTION, TYP
DRESSER STYLE 39 OR ROMAC STYLE IC
3. HOLD MOLD FIRMLY WITH OPENING
501 INSULATED NYLON SLEEVE COUPLING
AWAY FROM OPERATOR, IGNITE
FOR D.I. PIPE
POWDER.
NOTES:
4. REMOVE SLAG FROM CONNECTION,
TEST WELD WITH SHARP HAMMER
1. ALL BONDING AND TEST LEAD CONNECTIONS
BLOW.
SHALL BE COMPLETED USING THE THERMITE
WELD PROCESS.
5 POSED METALS AS
INSULATING FLEXIBLE COUPLING (5
RCOVER
1 EQUIRED
PUSH —ON AND FLANGED JOINT BOND
NOTICE Jim RECORD
DESIGNED
0 Yz 1 DRAWINGS
BAW
DRAWN m h
IF THIS BAR DOES SEE NOTE ON murraysmirt
NOT MEASURE 1" TTT
THEN DRAWING IS CHECKED COVER SHEET
1 10/26/2022 JJM RECORD DRAWING NOT TO SCALE
NO. DATE BY REVISION
i
EXOTHERMIC WELD PROCEDURE
RENTON DOWNTOWN
• UTILITY
'9 IMPROVEMENTS
PROJECT
CATHODIC PROTECTION - 1
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE
W-394923
SHEET
January 2021 95 of 121