HomeMy WebLinkAboutVolume II - Bid Manual (Plans) - CAG-26-069General Bid Informa on: Builders Exchange of Washington, Inc.
(425) 258-1303
City Contact: Casey Jeszeck
(425) 430-7323
cjeszeck@rentonwa.gov
Award Amount: _____________________
Award Date: _____________________
Award To: _____________________
_____________________
_____________________
Contract No.: 26-069
Rainier Ave South Stormwater
Pump Sta on Upgrade Project
Contract Documents
Project No.: SWP-27-3963
Public Works Department
U lity Systems Division
Approved for Bid
____________________________ ___________
City of Renton Date:
Renton City Hall—5th Floor
1055 South Grady Way
Renton, Washington 98057
Approved for Construc on
____________________________ ___________
City of Renton Date:
Volume 2 of 2
Surface Water Enginering
jfarah 04/02/2026
PARCEL ID: 723756-0000495 RENTON CENTER WAY SW
CALL 48 HOURS BEFORE YOU DIG
ONE CALL 1-800-424-5555
REPORT ALL SPILLS
DEPT. OF ECOLOGY 1-800-258-5990
CONTACT INFORMATION
CONTACT COMPANY POSITION PHONE
RH2 ENGINEERING CONSULTANT (206) 498-7471
RH2 ENGINEERING (425) 951-5332CONSULTANT
PROJECT LOCATION MAP
PROJECT LOCATION
S 4TH P
L
BNSF R
R
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PROJECT VICINITY MAP
PROJECT LOCATION
CASEY JESZECK
EDWIN HALIM
MAX FREIMUND
CITY OF RENTON PROJECT MANAGER (425) 430-7323
I-405
SW GRADY
W
A
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RA
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S 7TH ST
SHEET INDEX
SHEET NO.DESCRIPTION DWG NO.
RAINER AVE STORMWATER PUMP STATION UPGRADES
PROJECT NO. SWP-27-3963
CITY OF RENTON
ISSU
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DWG NO.:
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SHEET NO.:
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:
NO
.
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
GE
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N
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EXISTING LEGEND
DRAWING NUMBERS HAVE BEEN ASSIGNED TO EACH DRAWING. DRAWING NUMBERS
INCLUDE INFORMATION THAT TELLS THE READER WHAT DISCIPLINE THE DRAWING
REFERS TO AND WHICH AREA THE DRAWINGS IS WITHIN. THE FORMAT OF THE DRAWING
NUMBER IS AS FOLLOWS:
DXXX, WHERE
D DISCIPLINE CODE (G, C, A, S, M, E)
XXX NUMBER
G: GENERAL
C: CIVIL
S: STRUCTURAL
M: MECHANICAL
E: ELECTRICAL
X X
·
·
·
·
PLAN DRAWINGS GENERAL SYMBOLOGY
PLAN SET ORGANIZATION
DRAWING NUMBER
DRAWING TYPE,
SEE KEY THIS SHEET
SECTION AND DETAIL REFERENCES
THE FOLLOWING CONVENTIONS HAVE BEEN USED WITHIN THESE DRAWINGS TO REFER THE READER BETWEEN THE
SECTION/DETAIL AND THE PLAN FROM WHICH IT IS REFERENCED.
REFERENCE BUBBLES:
SECTION/DETAIL REFERENCE NUMBER CONVENTIONS:
·SECTIONS OR ELEVATIONS SHOULD HAVE A LETTER REFERENCE NUMBER (A THROUGH ZZ).
·DETAILS SHOULD HAVE AN ALPHANUMERIC REFERENCE NUMBER (A-Z OR 1-1799).
SUBSURFACE UTILITY LEGEND
GENERAL CONSTRUCTION NOTES
G02
EXISTING LEGEND
DRAWING NUMBERS HAVE BEEN ASSIGNED TO EACH DRAWING. DRAWING NUMBERS
INCLUDE INFORMATION THAT TELLS THE READER WHAT DISCIPLINE THE DRAWING
REFERS TO AND WHICH AREA THE DRAWINGS IS WITHIN. THE FORMAT OF THE DRAWING
NUMBER IS AS FOLLOWS:
DXXX, WHERE
D DISCIPLINE CODE (G, C, A, S, M, E)
XXX NUMBER
G: GENERAL
C: CIVIL
S: STRUCTURAL
M: MECHANICAL
E: ELECTRICAL
X X
·
·
·
·
PLAN DRAWINGS GENERAL SYMBOLOGY
PROPOSED LEGEND
ADDRESSES
CRITERIA
GEOTECHNICAL NOTES
GENERAL CONSTRUCTION
GENERAL NOTES
TESC GENERAL NOTES
EXISTING UTILITIES
TRAFFIC CONTROL
SURVEY
PLAN SET ORGANIZATION
DRAWING NUMBER
DRAWING TYPE,
SEE KEY THIS SHEET
SECTION AND DETAIL REFERENCES
THE FOLLOWING CONVENTIONS HAVE BEEN USED WITHIN THESE DRAWINGS TO REFER THE READER BETWEEN THE
SECTION/DETAIL AND THE PLAN FROM WHICH IT IS REFERENCED.
REFERENCE BUBBLES:
SECTION/DETAIL REFERENCE NUMBER CONVENTIONS:
·SECTIONS OR ELEVATIONS SHOULD HAVE A LETTER REFERENCE NUMBER (A THROUGH ZZ).
·DETAILS SHOULD HAVE AN ALPHANUMERIC REFERENCE NUMBER (A-Z OR 1-1799).
SUBSURFACE UTILITY LEGEND
GENERAL CONSTRUCTION NOTES
G02
UTILITY CONTACT INFORMATION
CONTACT COMPANY POSITION PHONE
DAN HEIN
DAVID BRINKMAN
PSE - ELECTRICAL
PSE - GAS
SENIOR PROJECT MANAGER
PROJECT MANAGER
(206) 418-9895
(253) 234-6445
EXISTING STORM SEWER
RAINIER AVE S
EX
I
S
T
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N
G
S
I
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T
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S
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C01 2 24
DWG NO.:
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S
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A
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:
SHEET NO.:
JO
B
N
O
.
:
NO
.
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
CI
T
Y
O
F
R
E
N
T
O
N
RA
I
N
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R
S
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CI
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RA
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EXISTING SITE, TESC, AND STAGING PLANSTORM DRAIN SILT SCREEN DETAIL
EXPANSION RESTRAINT
(1 4" NYLON ROPE, 2" FLAT
WASHERS)
DUMP STRAP
SILT SACK
1" REBAR FOR BAG
REMOVAL FROM INLET,
TYPICAL BOTH SIDES
DUMP STRAP
INLET OR
CATCH BASIN
POSSIBLE STAGING AREA
CATCH BASIN SILT SCREEN,
SEE DETAIL THIS SHEET, TYP.
EXISTING RETAINING
WALL TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
1.STAGING AREA IDENTIFIED ON THE PLANS SHALL BE USED AT THE CONTRACTOR'S OWN RISK. THE PUMP
STATION AND STAGING AREA ARE LOCATED AT LOW POINT ON RAINIER AVE AND MAY FLOOD DURING
SEVERE, SHORT DURATION RAIN EVENTS
2.CONTRACTOR RESPONSIBLE FOR SECURING ADDITIONAL STAGING AREA AS NECESSARY TO COMPLETE
PROPOSED IMPROVEMENTS.
3.CONTRACTOR RESPONSIBLE FOR PROPOSING A STAGING PLAN FOR THE CITY'S APPROVAL PRIOR TO
MOBILIZATION.
4.ANY FLAMMABLE MATERIALS SHALL NOT BE STORED WITHIN BNSF ROW.
STAGING NOTES
EXISTING 6" PERF.
UNDERDRAIN TO
BE REMOVED
EXERCISE CAUTION AROUND BRIDGE
TO AVOID DAMAGING BNSF BRIDGE.
BOTTOM OF BRIDGE ELEVATION: 38.6'
VERTICAL CLEARANCE: 18.78'
[CONSTRUCTION LIMITS]
00
0
65
0
000
400
400
000
RAINIER AVE S
JD MR
J
F
Ja
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3
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2
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2
6
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2
3
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2
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2
6
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C02 3 24
DWG NO.:
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:
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N
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:
SHEET NO.:
JO
B
N
O
.
:
NO
.
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
PR
O
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S
E
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PROPOSED SITE PLAN
3
3
2
2
11
PROPOSED 60-kW NATURAL GAS
EMERGENCY GENERATOR
PROPOSED RETAINING WALL
PROPOSED PEDESTAL FOR
NEW AND EXISTING POWER
AND TELEMETRY PANELS
ABANDON EXISTING ACCESS DOOR
ON NORTHEAST EDGE OF BUILDING
PER DWG NO. S03.
EXISTING SIDEWALK TO BE
REPLACED TO THE NEAREST
JOINT PER DETAIL COR STD F.102
CONNECT TO THE EXISTING DRAIN
PIPE, APPX. IE: 17.70 4" DI (W).
CONTRACTOR TO VERIFY EXISTING
LOCATION AND INFORM ENGINEER
OF ANY DISCREPANCY
PROPOSED 6"
PERFORATED DRAIN PIPE.
EXISTING FIRE HYDRANT,
PROTECT IN PLACE. MAINTAIN
FIRE DEPARTMENT ACCESS
AT ALL TIMES
RELOCATE BUILDING ACCESS
CONNECT TO THE
EXISTING DRAIN PIPE.
PROPOSED GAS METER
LOCATION
PROPOSED GAS LINE
ASPHALT TRENCH PATCH
PER COR STD DETAIL F. 110
CURB AND GUTTER
REPLACEMENT PER COR STD
DETAIL F.103
[CONSTRUCTION LIMITS]
NOTE: IF THE PUMP REPLACEMENT WORK WILL NOT BE DELIVERED
IN A PERIOD OF PROJECTED DRY WEATHER, THE CONTRACTOR
SHALL ENSURE CONTINUOUS PUMPING OPERATIONS DURING WET
WEATHER WORK BY KEEPING ONE PUMP IN OPERATION OR
PROVIDING TEMPORARY PUMPING EQUIVALENT IN CAPACITY TO THE
EXISTING PUMPS. COSTS ASSOCIATED WITH TEMPORARY PUMPING
SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND
SHALL BE INCIDENTAL TO "MECHANICAL" (BID ITEM 16)
RAINIE
R
A
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RAINIE
R
A
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JD MR
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SHOWN
C03 4 24
DWG NO.:
DA
T
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DE
S
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N
RE
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BY
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:
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:
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:
CL
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:
FI
L
E
N
A
M
E
:
SHEET NO.:
JO
B
N
O
.
:
NO
.
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
PR
O
P
O
S
E
D
G
A
S
M
A
I
N
A
N
D
D
E
T
A
I
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S
4" SAND BEDDING
12" TYPICAL WIDTH
24" DEPTH
COVER
NOTE: BURY DEPTH OF CONDUIT AND
HORIZONTAL SPACING SHALL BE
CONFIRMED WITH SERVING UTILITY
BEFORE CONSTRUCTION.
TYPICAL GAS TRENCH DETAIL
6" SAND SHADING
PROPOSED GAS MAIN AND DETAILS
CI
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1.THIS SHEET SHOWS THE GAS MAIN EXTENSION WORK NEEDED TO SERVICE THE GAS GENERATOR
INSTALLED AT THE PUMP STATION. WORK DESIGNATED AS "BY PSE" SHALL BE COMPLETED BY PUGET
SOUND ENERGY, AND IT INCLUDES BUT IS NOT LIMITED TO TRENCHING, DIRECT BORING, BACKFILLING
AND GAS LINE INSTALLATION.
2.ALL OTHER WORK ON THIS SHEET NOT DESIGNATED BY "BY PSE" SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR.
GAS MAIN EXTENSION GENERAL NOTESFINISH SURFACE PER COR
STANDARD PLAN 110
GAS CONDUIT AND SIZE
VARY AS PER SITE PLAN.
SAND BEDDING MATERIAL PER
WSDOT SPECIFICATION 9-03.13
NATIVE MATERIAL COMPACTED TO
95% PER ASTM D1557 OR AS
REQUIRED PER PLAN
RAINIER PUMP
STATION
APPROXIMATE LOCATION
FOR CONNECTION TO
EXISTING GAS MAIN
GAS MAIN DIRECTIONALLY
DRILLED BY PSE
ASPHALT TRENCH PATCH, PER
COR STANDARD PLAN 110, TYP.
CEMENT CONCRETE CURB AND
GUTTER RESTORATION, PER
COR STANDARD PLAN 103, TYP.
CEMENT CONCRETE SIDEWALK
RESTORATION, PER COR
STANDARD PLAN 102, TYP.
CONTRACTOR TO PROVIDE TRENCHING, BACKFILL, AND
RESTORATION WORK ASSOCIATED WITH GAS MAIN
INSTALLATION. GAS INSTALLATION ITSELF SHALL BE
COMPLETED BY PSE. CONTRACTOR TO COORDINATE
WITH PSE TO MINIMIZE SCHEDULE IMPACT.
NOTE: THE TRENCH PATCHES SHOWN TAKE
INTO CONSIDERATION THE APPROXIMATE
SIZE OF THE LAUNCHING AND RECEIVING
PITS FOR THE DIRECTIONAL DRILLING
APPROX. DIMENSIONS FOR
PSE GAS INSTALLATION, TYP.
RAINIE
R
A
V
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S
RAINIE
R
A
V
E
S
RAINIE
R
A
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JD MR
J
F
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2
3
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2
0
2
6
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2
3
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2
0
2
6
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2
1
5
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K
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SHOWN
C04 5 24
DWG NO.:
DA
T
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DE
S
C
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RE
V
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BY
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:
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:
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:
PL
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D
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:
CL
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T
:
FI
L
E
N
A
M
E
:
SHEET NO.:
JO
B
N
O
.
:
NO
.
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
TR
A
F
F
I
C
C
O
N
T
R
O
L
P
L
A
N
A
N
D
D
E
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S
GENERAL NOTES:
1. CONSTRUCTION LIMITS SHALL COINCIDE WITH
THE ROW UNLESS NOTED OTHERWISE.
TRAFFIC CONTROL NOTES:
1. ANY WORK INVOLVING CLOSING OF A LANE
SHALL OCCUR AT NIGHT WITH WRITTEN
APPROVAL FROM THE CITY.
TRAFFIC CONTROL PLAN AND DETAILS
CI
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SINGLE LINE CLOSURE PER TC3,
FOR WORK AT THE PUMP STATION
AND GENERATOR LOCATION
DOUBLE LANE CLOSURE PER TC4, FOR
GAS CONNECTIONS IN CENTER LINE
PROPOSED GENERATOR SECTION
10'
20'
30'
40'
10'
20'
30'
40'
0+00 0+40
EXISTING SECTION
10'
20'
30'
40'
10'
20'
30'
40'
0+00 0+40
PROPOSED ELECTRICAL EQUIPMENT SECTION
10'
20'
30'
40'
10'
20'
30'
40'
0+00 0+40
PROPOSED GENERATOR ELEVATION
10'
20'
30'
40'
10'
20'
30'
40'
0+00 0+65
DWG NO.:
DA
T
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DE
S
C
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V
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I
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BY
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EN
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:
SA
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A
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:
RE
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E
W
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D
:
PL
O
T
D
A
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E
:
CL
I
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N
T
:
FI
L
E
N
A
M
E
:
SHEET NO.:
JO
B
N
O
.
:
NO
.
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
PR
O
P
O
S
E
D
S
I
T
E
S
E
C
T
I
O
N
S
CI
T
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O
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N
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O
N
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W
A
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W
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E
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I
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1 2 2 3
EXISTING SIDEWALK
GRADE
PROPOSED 60-kW NATURAL GAS
EMERGENCY GENERATOR
PROPOSED ELECTRICAL
EQUIPMENT
EXISTING GRADE
EXISTING GRADE
PROPOSED
RETAINING WALL
PROPOSED
ELECTRICAL
EQUIPMENT
PROPOSED 60-kW NATURAL
GAS EMERGENCY
GENERATOR
EXISTING
GRADE
PROPOSED
RETAINING WALL
CONCRETE FILL
EXISTING WET WELL
PROPOSED FENCE
EDGE OF ROW
EXISTING RETAINING
WALL, TO BE REMOVED
SIDEWALK TO
BE REPLACED
JOINT UTILITY
TRENCH
EDGE OF ROW
EXISTING FENCE,
TO BE REMOVED
EXISTING
RETAINING WALL
TO BE REMOVED
SIDEWALK
EXISTING RETAINING
WALL, TO BE REMOVED
SIDEWALK TO
BE REPLACED
EDGE OF ROW
PROPOSED FENCE
1
1
CONCRETE FILL
PROPOSED GAS LINE FOR
GENERATOR
JD MR
J
F
Ja
n
2
3
,
2
0
2
6
Ja
n
2
3
,
2
0
2
6
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N
11
9
-
2
1
5
OA
K
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A
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-
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2
0
3
.
D
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SHOWN
C05 6 24
PROPOSED
CONCRETE STAIRS
GRAVEL
BACKFILL GRAVEL
BACKFILL
6' LONG GEOGRID BEHIND
WALL, INSTALLED AT 0.67'. 2',
3.33', AND 4.66' BEHIND 6' TALL
WALL (PER WALL AS-BUILTS),
TO BE REMOVED
EXISTING 6"
PERFORATED
DRAIN PIPE
PERFORATED
6" CPE PIPE
PERFORATED
6" CPE PIPE
EXISTING PUMP
STATION
EXISTING GRADE BEHIND
PROPOSED RETAINING WALL
PROPOSED
RETAINING WALL
PROPOSED GAS METER
EXISTING RETAINING
WALL TO BE REMOVED.
FORM LINER SHALL BE
USED ON EXTERIOR
FACE OF CONCRETE FILL
TO MATCH EXISTING
RETAINING WALL
APPEARANCE
PROPOSED CONCRETE
FILL
PROPOSED CONCRETE
RETAINING WALL TONGUE
JOINT UTILITY
TRENCH JOINT UTILITY
TRENCH
RAINIER AVE S
DM
F
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J
F
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2
3
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2
0
2
6
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2
3
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2
0
2
6
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9
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2
1
5
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2
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1
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D
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SHOWN
S01 7 24
DWG NO.:
DA
T
E
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
S
BY
RE
V
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W
EN
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:
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:
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:
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A
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:
CL
I
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N
T
:
FI
L
E
N
A
M
E
:
SHEET NO.:
JO
B
N
O
.
:
NO
.
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
PR
O
P
O
S
E
D
R
E
T
A
I
N
I
N
G
W
A
L
L
P
L
A
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CI
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N
T
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A
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A
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N
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CI
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N
RA
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S
T
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A
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6
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S
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D
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CJ
B
MR
J
F
PROPOSED PEDESTAL FOR
NEW AND EXISTING POWER
AND TELEMETRY PANELS
PER DWG NO. E09
EXISTING RETAINING
WALL (TO REMAIN)
PROPOSED 4' CONCRETE WALK
FROM STREET SIDEWALK TO
NEW ACCESS DOOR.
PROPOSED 60-kW NATURAL GAS
EMERGENCY GENERATOR.
EQUIPMENT PAD UNDER GENERATOR PER
4
STAIRS
PROPOSED RETAINING
WALL WITH FENCE ON TOP
1 FENCE ON TOP OF WALL,
MATCH EXISTING STYLE.
ATTACH TO WALL PER DETAIL
5
EXISTING RETAINING
WALL (TO REMAIN)
INSTALL SINGLE MAIN DOOR TO
RELOCATE ACCESS TO BUILDING
PROPOSED RETAINING WALL PLAN
CONCRETE WALL TO BE HAVE
PATTERNED FORM LINER SELECTED
BY CITY TO RESEMBLE EXISTING
RETAINING WALL
CONCRETE CORNER
REINFORCEMENT
6
1/2" PREMOLDED JOINT FILLER
AT INTERFACE BETWEEN
BUILDING AND RETAINING
WALL FULL HEIGHT.
LOUVER TO BE
RELOCATED
7'-6"
45'-0"
7'-9"
5'-8"2'-9"
4'-1"
11'-11"
3
35'-6"
PROPOSED 5'-8" x 7'-9"
CONCRETE PAD
2
11"
DWG NO.:
DA
T
E
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
S
BY
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W
EN
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I
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R
:
SA
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D
A
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:
RE
V
I
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W
E
D
:
PL
O
T
D
A
T
E
:
CL
I
E
N
T
:
FI
L
E
N
A
M
E
:
SHEET NO.:
JO
B
N
O
.
:
NO
.
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
PR
O
P
O
S
E
D
R
E
T
A
I
N
I
N
G
W
A
L
L
SE
C
T
I
O
N
S
A
N
D
D
E
T
A
I
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CI
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N
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T
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W
A
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A
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N
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CI
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I
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B
MR
J
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DM
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2
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6
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2
3
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2
0
2
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S02 8 24
FENCE POST SLAB RETAINING WALL CONNECTION 5
EQUIPMENT PAD
4" MIN. BEYOND
EQUIPMENT BOLTS, TYP.
31 2" UNLESS
OTHERWISE NOTEDCAST-IN-PLACE CONCRETE
#4 DOWELS, EACH
CORNER AND 18" O.C., 3"
EMBEDMENT INTO FLOOR
CAST-IN-PLACE CONCRETE, ROUGHEN FLOOR
UNDER PAD PRIOR TO POURING PAD. PROVIDE
#4@12" O.C. AT TOP FACE WITH 11 2" CLEAR
COVER
3 4" CHAMFER, ALL
OUTER EDGES
4
3/8" A36 THICK
BASE PLATE
6" TYP
8"
8"
1"
TYP
FENCE POST
2" MIN TO
CONC EDGE
1 2" SST CONCRETE
ANCHOR WITH 3"
EMBEDMENT, TYP. 4
PLAN
MIN. LAP
MIN. LAP
NOTE:
THE SIZE AND SPACING OF TYPICAL CORNER
REINFORCING SHALL MATCH THE SIZE AND SPACING
OF THE HORIZONTAL WALL REINFORCING. WHERE
PERPENDICULAR WALLS HAVE DIFFERENT
HORIZONTAL WALL REINFORCING, PROVIDE CORNER
BARS TO MATCH THE HORIZONTAL WALL
REINFORCING WITH THE GREATEST AREA OF STEEL.
HORIZONTAL WALL
REINFORCEMENT, TYP.
WALL REINFORCEMENT,
TYP.
CORNER BARS TO MATCH WALL
REINFORCEMENT EXCEPT AS NOTED ON PLANS
STANDARD HOOK, TYP.
TYPICAL CONCRETE WALL INTERSECTION / CORNER 6
TYPICAL PAD REINFORCING DETAIL
4"
PER PLAN
CAST-IN-PLACE CONCRETE
LANDING. SLOPE TOWARD
ROAD AT 2% MIN.
#3 @ 12" O.C., EACH
WAY, CENTER OF SLAB.
2
TYPICAL RETAINING WALL SECTION 1
1'-0"
4'-8"
2'-4"
1'-6"
7'-9"
1'-0"
10'-0"
PROVIDE CONTRACTOR
DESIGNED SHORING.
SEE NOTES THIS PAGE
GRAVEL BACKFILL
FOR WALLS, 12" MIN.
EXISTING SOIL
JOINT UTILITY TRENCH
EXISTING SIDEWALK TO BE
REMOVED AND REPLACED IN KIND
CONCRETE WALL TO BE HAVE
PATTERNED FORM LINER SELECTED BY
CITY TO RESEMBLE RECLAIMED BLOCKS
PROPOSED GAS LINE FOR
GENERATOR
MIN 6" THICK LAYER OF CSBC
COMPACTED 95% MAX DRY
DENSITY PER MODIFIED PROCTOR
#5 REBAR @ 12" O.C. B.W., E.F.
IN WALL, 2" CLEAR COVER TYP.
PERFORATED 6" CPE PIPE
WRAPPED IN DRAINAGE
FABRIC WITH 1.5% SLOPE MIN.
FENCE POST ON TOP OF
WALL, CONNECTED PER
5
PROPOSED GAS METER
#5 @ 12" O.C., E.W. IN TOP
FACE WITH 2" COVER
NORMAL WEIGHT
CONCRETE FILL
1.5% MIN, 2% MAX
MIN. 6" COMPACT
NATIVE SOIL OVER
GRAVEL BACKFILL
STAIR REINFORCEMENT DETAIL 3
ROUGHEN CONCRETE
WHERE POURING STAIRS
OVER RETAINING WALL
TOE
PREFABRICATED STAIR
NOSINGS, TYP. EA. STEP
#4 LONG BAR AT EACH NOSE
#4 DOWEL EPOXY INTO IN
EACH CORNER TYP.
EMBED 4" MIN INTO TOE
AND STAIRS
WSDOT CLASS 4000
CONCRETE
CONCRETE FILL
7" TYP.
11" TYP.
#4@ 12" O.C. E.W.
CONTRACTOR DESIGNED SHORING NOTES
1.THE NATIVE SOIL CONSISTS OF LOOSE SAND AND GRAVEL.
2.MAINTAINING THE STABILITY OF THE EXCAVATION AND SLOPE IS THE CONTRACTOR'S RESPONSIBILITY AND
ANY SHORING OR OTHER STABILIZING METHOD SHALL BE CONTRACTOR-DESIGNED. CONTRACTOR SHALL
SUBMIT A PLAN FOR PROPOSED MEANS OF EXCAVATION AND WALL CONSTRUCTION INCLUDING TIMELINE,
FOR APPROVAL BY ENGINEER OF RECORD.
3.SETTLEMENT MONITORING AT STRUCTURES ON ADJACENT PROPERTIES SHALL BE CONDUCTED BY THE
CONTRACTOR TWO WEEKS BEFORE, DURING AND TWO WEEKS AFTER CONSTRUCTION TO DOCUMENT ANY
POTENTIAL FOR CONSTRUCTION RELATED SETTLEMENT AT THE MONITORED LOCATIONS.
#5 @ 12" O.C., E.W. IN SIDE FACE. PROVIDE
COVER 2" GREATER THAN LARGEST DEPTH
FROM CONCRETE FORM LINER
ROUGHEN CONCRETE FACE BEFORE
POURING NORMAL WEIGHT CONCRETE FILL
PROPOSED RETAINING WALL (NORMAL
WEIGHT CONCRETE, 150 PCF, WSDOT
CLASS 4000)
#5 REBAR @ 12" O.C. B.W., E.F.
IN TOE, 2" CLEAR COVER TYP.
#4 DOWEL EMBED 4" INTO SLAB,
TYP. AT EACH CORNER
#4 DOWEL EPOXY INTO
INTO TOP STAIR AT EACH
CORNER
1
2" CHAMFER AT ALL EXPOSED CONCRETE
EDGES, UNLESS NOTED OTHERWISE
DWG NO.:
DA
T
E
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
S
BY
RE
V
I
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W
EN
G
I
N
E
E
R
:
SA
V
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D
A
T
E
:
RE
V
I
E
W
E
D
:
PL
O
T
D
A
T
E
:
CL
I
E
N
T
:
FI
L
E
N
A
M
E
:
SHEET NO.:
JO
B
N
O
.
:
NO
.
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
LI
F
T
S
T
A
T
I
O
N
S
T
R
U
C
T
U
R
A
L
DE
T
A
I
L
S
CI
T
Y
O
F
R
E
N
T
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N
RA
I
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I
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R
S
T
O
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M
W
A
T
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R
P
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P
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T
A
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N
U
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A
D
E
S
CI
T
Y
O
F
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N
T
O
N
RA
I
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I
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R
S
T
O
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M
W
A
T
E
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P
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0
01
/
2
3
/
2
6
IS
S
U
E
D
F
O
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B
I
D
D
I
N
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CJ
B
MR
J
F
DM
F
MR
J
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Ja
n
2
3
,
2
0
2
6
Ja
n
2
3
,
2
0
2
6
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N
11
9
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2
1
5
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S03 9 24
DOOR SAWCUT ELEVATION
SAWCUT EXTENTS APPROXIMATELY
SHOWN AROUND LOUVER. CONTRACTOR
TO FIELD VERIFY DIMENSIONS
SAWCUT AROUND EXISTING LOUVER
AND INSTALL DOOR. FILL AREAS
BETWEEN DOOR FRAME AND DOOR
WITH GROUT
DOOR SAWCUT PLAN
DOOR AND FRAME SCHEDULE
NOTE: DOOR SHALL INCLUDE WEATHER STRIPPING (ALL SIDES), KNOB OPERATOR WITH LOCK, FLUSH EXTENSION BOLTS,
ASTRAGAL, LATCH GUARD AND EXIT DEVICE. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2" FRAME, TYP.
ALL AROUND
FRAME WIDTH
FRAME
HEIGHT
TYPE 1
DOOR TYPES:
PROPOSED DOOR SHALL MATCH THE
SIZE OF THE EXISTING ABANDONED
DOOR.
MONORAIL CONNECTION TO CONCRETE WALL 501
8"
1"
1"
4"
4"
CL
CL
8"
1"3"
11 2"
3"
11 2"
11 2"
10" FROM TOP
OF WALL, TYP.
Ø1 2" BOLT, TYP.
CL
CL
CL
CL
4"X6"X1/4" A36 SHEAR TAB,
E70XX 3/16" WELD ALL AROUND
TO STEEL BASEPLATE
1/4" A36 STEEL
PLATE, TYP.
W8X10 MONORAIL BEAM
1
2" THREADED ROD WITH MIN 3" EMBEDMENT
INTO CONCRETE WALL, SECURE WITH HILTI
HIT-RE 500 V3 EPOXY, TYP.
GRATING SUPPORT - ANGLE
1 2" CONCRETE
ANCHOR @ 2'-0" O.C.
WITH 3" EMBEDMENT
L2x3x1 4", LLV
COVERED 2" FRP
GRATING
502
11 2"
1" MIN
BEARING
CL
DWG NO.:
DA
T
E
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
S
BY
RE
V
I
E
W
EN
G
I
N
E
E
R
:
SA
V
E
D
A
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:
RE
V
I
E
W
E
D
:
PL
O
T
D
A
T
E
:
CL
I
E
N
T
:
FI
L
E
N
A
M
E
:
SHEET NO.:
JO
B
N
O
.
:
NO
.
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
ST
R
U
C
T
U
R
A
L
N
O
T
E
S
CI
T
Y
O
F
R
E
N
T
O
N
RA
I
N
I
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R
S
T
O
R
M
W
A
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E
R
P
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P
S
T
A
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I
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N
U
P
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A
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CI
T
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O
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N
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O
N
RA
I
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S
T
O
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M
W
A
T
E
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P
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P
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T
A
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U
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0
01
/
2
3
/
2
6
IS
S
U
E
D
F
O
R
B
I
D
D
I
N
G
CJ
B
MR
J
F
DM
F
MR
J
F
Ja
n
2
3
,
2
0
2
6
Ja
n
2
3
,
2
0
2
6
RE
N
11
9
-
2
1
5
OA
K
R
A
I
-
P
-
C
2
0
1
.
D
W
G
SHOWN
S04 10 24
SAFETY
SAFETY AND STRUCTURAL STABILITY DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR. STRUCTURES HAVE BEEN DESIGNED TO RESIST THE DESIGN LOADS ONLY AS
COMPLETED STRUCTURE.
OPENINGS
OPENINGS FOR PIPES, DUCTS, CONDUITS, ETC. ARE NOT ALL SHOWN ON THE STRUCTURAL DRAWINGS.
COORDINATE AND PROVIDE OPENINGS AS REQUIRED TO ACCOMMODATE ALL WORK SHOWN OR
SPECIFIED IN TECH CONTRACT DOCUMENTS AND OTHERWISE REQUIRED FOR FURNISHING OF A
FUNCTIONALLY COMPLETE PROJECT. REINFORCE AROUND OPENINGS PER STANDARD STRUCTURAL
DETAILS UNLESS OTHERWISE SHOWN.
STANDARD DETAILS
THE STANDARD DETAILS DEPICT TYPICAL DETAILING TO BE USED ON THIS PROJECT. IF CONDITIONS
ARE NOT EXPLICITLY SHOWN ON THE DRAWING THEY SHALL BE MADE SIMILAR TO THE STANDARD
DETAILS. OBTAIN APPROVAL OF ENGINEER IN WRITING FOR SIMILAR CONDITIONS PRIOR TO
CONSTRUCTION.
REINFORCED CONCRETE
EMBEDDED ITEMS AND PENETRATIONS
REFER TO OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION FOR EMBEDDED ITEMS AND
PENETRATIONS NOT SHOWN ON STRUCTURAL DRAWINGS. AS REQUIRED TO ACCOMMODATE ALL WORK
SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND OTHERWISE REQUIRED FOR THE
FURNISHING OF A FUNCTIONALLY COMPLETE PROJECT REINFORCE AROUND OPENINGS PER STANDARD
STRUCTURAL DETAILS UNLESS OTHERWISE SHOWN.
JOINTS
CONTINUOUS WATERSTOP SHALL BE INSTALLED IN JOINTS SUBJECT TO STATIC WATER PRESSURE.
CONTRACTOR SHALL SUBMIT CONCRETE PLACEMENT PLAN IDENTIFYING JOINT TYPES, JOINT
LOCATIONS AND CONCRETE PLACEMENT SEQUENCE.
CHAMFERS
PROVIDE 3/4" CHAMFERS AT ALL EXPOSED EDGES (AND 1/2" CHAMFERS AT JOINTS AS SHOWN) NOT ALL
CHAMFERS MAY BE SHOWN ON DRAWINGS.
GENERAL
LOCATION 47.475854 N, 122.215228 W
RISK CATEGORY II
USE GROUP/OCCUPANCY GROUP U (UTILITY/MISC)
CONSTRUCTION TYPE V-B
DEAD LOADS:
GENERAL CONCRETE 150 PCF
GENERAL STEEL 490 PCF
SNOW LOAD DATA:
GROUND SNOW LOAD, pg:25 PSF
WIND DESIGN DATA:
BASIC WIND SPEED, V 109 MPH
WIND EXPOSURE B
EARTHQUAKE DESIGN DATA:
RISK CATEGORY(S)II
SEISMIC IMPORTANCE FACTOR(S), Ie 1.0
MAPPED SPECTRAL RESPONSE PARAMETERS Sms = 1.7
DESIGN SPECTRAL RESPONSE PARAMETERS Sds = 1.133
SEISMIC DESIGN CATEGORY D
GEOTECHNICAL INFORMATION:
ALLOWABLE (NET) SOIL BEARING:2,000 PSF
SOIL SITE CLASS:D (DEFAULT)
DESIGN CRITERIA
SCOPE
THE NOTES ON THIS SHEET AND THE STANDARD STRUCTURAL DETAILS ARE GENERAL AND APPLY TO
THE ENTIRE PROJECT WHETHER SPECIFICALLY CALLED OUT OR NOT, EXCEPT WHERE THERE ARE
SPECIFIC INDICATIONS TO THE CONTRARY ON STRUCTURAL SHEETS. IF THERE ARE QUESTIONS, THEY
SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AND ANSWERED IN WRITING PRIOR TO
CONSTRUCTION.
APPLICABLE SPECIFICATIONS AND CODES
ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,
SPECIFICATIONS, 2021 BUILDING CODE WITH ALL APPLICABLE STATE AND LOCAL AMENDMENTS.
GENERAL
THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. METHODS,
PROCEDURES, AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.
THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE
INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION.
LINES SHOWN ON DRAWINGS MAY BE ASSOCIATED WITH CAD MODELING AND MAY NOT REPRESENT
REQUIRED OR ALLOWED JOINTS. SEE DETAILS FOR CLARIFICATION ON REQUIRED AND ALLOWED
JOINTS.
APPLICABLE SHOP DRAWINGS AND STRUCTURAL CALCULATIONS SHALL BE STAMPED BY A
PROFESSIONAL ENGINEER IN WASHINGTON STATE.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING
CONSTRUCTION AS REQUIRED TO COORDINATE NEW CONSTRUCTION. SUBMIT REQUIRED CHANGES
FOR APPROVAL.
CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD FOR THE STRUCTURE. PROVIDE
SHORING AND/OR BRACING WHERE LOADS EXCEED DESIGN CAPACITY AND WHERE STRUCTURES HAVE
NOT ATTAINED DESIGN STRENGTH.
GENERAL
DESIGN STANDARDS AND REFERENCES:
GENERAL CONCRETE STRUCTURES: ACI 318-19
CONCRETE LIQUID HOLDING STRUCTURES: ACI 350-06 AND ACI 350.3-06
CONCRETE MIX DESIGNS:
SPEC 3.31 STRUCTURAL CONCRETE:F'C = 4500 PSI
SPEC 3.31.32 HYDRAULIC CONCRETE: F'C = 4500 PSI
REINFORCING STEEL: FY = 60 KSI UNLESS NOTED
OTHERWISE
CONCRETE COVER PROTECTION UNLESS OTHERWISE NOTED:
FOOTINGS AND OTHER UNIFORMED SURFACES CAST
AGAINST AND PERMANENTLY EXPOSED TO EARTH. . . . . . . . . . . .. 3"
FORMED SURFACES EXPOSED TO EARTH (WALLS BELOW
GRADE), WATER OR WEATHER (#6 BARS OR LARGER) . . . . . . . . . . 2"
COLUMN TIES OR SPIRALS AND BEAM STIRRUPS . . . . . . . . . . . . . . 2"
SLABS AND INTERIOR FACES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2"
SEE DRAWINGS FOR EXCEPTIONS
REINFORCING STEEL
REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI
315-18 AND 318-19. LAP ALL REINFORCEMENTS IN ACCORDANCE WITH THE "REINFORCING SPLICE AND
DEVELOPMENT LENGTH SCHEDULE" - SEE THIS SHEET. PROVIDE CORNER BARS AT ALL WALL
INTERSECTIONS PER STRUCTURAL DETAILS. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM
OF 8" AT SIDES AND ENDS.
ABSOLUTELY NO WELDING OF REINFORCING BARS OR TORCHING TO BEND REINFORCING BARS SHALL
BE ALLOWED WITHOUT SPECIFIC APPROVAL FROM THE STRUCTURAL ENGINEER.
NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY
DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER.
FORMWORK
FORMWORK SHALL BE IN ACCORDANCE WITH ACI - 347 "RECOMMENDED PRACTICE FOR CONCRETE
FORMWORK". FORMS SHALL BE DESIGNED BY THE CONTRACTOR. BRACING SHALL BE PROVIDED AS
REQUIRED OR UNTIL THE CONCRETE HAS REACHED ITS SPECIFIED 28 - DAY STRENGTH. ALL SHORING
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FORMWORK, SUPPORTS, AND SHORING SHALL
PROVIDE FINISHED CONCRETE SURFACES AT ALL FACES: LEVEL, PLUMB, AND TRUE TO DIMENSIONS
AND ELEVATIONS SHOWN IN THE DRAWINGS. FORMS SHALL BE CLEAN AND FREE OF DEBRIS AND ALL
WIRE TIES BENT AWAY FROM FINISHED SURFACES PRIOR TO CONCRETE INSTALLATION.
REINFORCEMENT SPLICE AND
DEVELOPMENT SCHEDULE
300
#6
#5
#4
#3
BAR
REINFORCEMENT SPLICE AND DEVELOPMENT SCHEDULE
Ld, MINIMUM STRAIGHT
DEVELOPMENT LENGTHS
MINIMUM
LAP SPLICE
LENGTHS
CLASS B
1.3xLd
1.3xLd
1.3xLd
1.3xLd
#7
#8
#9
#10
#11
Ldh, MINIMUM
HOOKED
DEVELOPMENT
LENGTHS
REFERENCE: ACI 318-19 CHAPTER 25
1.) REINFORCEMENT FY = 60 KSI, CONCRETE F'C = 4500 PSI
2.) REINFORCEMENT UNCOATED, NORMAL WEIGHT CONCRETE
3.) "MIN" IF: CLEAR SPACING OF BARS OR WIRES BEING DEVELOPED OR LAP SPLICED
NOT LESS THAN BAR DIA., CLEAR COVER AT LEAST BAR DIA., AND
STIRRUPS OR TIES THROUGHOUT Ld NOT LESS THAN CODE MIN
4.) "OTHER" IF: DOES NOT MEET REQUIREMENTS FOR MIN DEVELOPMENT LENGTH
5.) "BOT" IF: LESS THAN 12" FRESH CONCRETE PLACED BELOW HORZ. REINFORCEMENT
6.) "TOP" IF: MORE THAN 12" FRESH CONCRETE PLACED BELOW HORZ. REINFORCEMENT
7.) CONTACT ENGINEER FOR ADJUSTED PARAMETERS
TOP MIN TOP OTHER
1.3xLd
1.3xLd
1.3xLd
1.3xLd
1.3xLd
BOT MIN BOT OTHER
6"
9"
12"
16"
20"
24"
34"
40"
29"
27"
35"
44"
53"
77"
88"
111"
123"
99"
21"
27"
34"
41"
59"
68"
86"
95"
76"
18"
24"
30"
35"
51"
59"
74"
82"
66"
14"
18"
24"
27"
40"
45"
57"
63"
51"
JD MR
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M01 11 24
DWG NO.:
DA
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:
FI
L
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A
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:
SHEET NO.:
JO
B
N
O
.
:
NO
.
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
DE
M
O
L
I
T
I
O
N
P
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A
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CI
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O
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RA
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EXISTING PLAN
A
M01
A
M01 SECTION A
M01
OBLIQUE
18" INLET PIPE
20" OPENING MANHOLE
RING AND COVER, TYP.
EXISTING DISCHARGE
PIPE AND FITTINGS, TYP.
EXISTING PLATE AND
OPENING OUTLINE, TO
BE REMOVED, TYP. OF 2
6" GALVANIZED STEEL
PIPE FLOAT GUIDE
EXISTING PUMP, TO BE
REMOVED, TYP. OF 2
11.99'
20.41'
21.99'
23.41'
16.29'
CL
14.99'
EXISTING DISCHARGE PIPE AND
FITTINGS, TO BE REMOVED, TYP.
NOTE: TOP LEVEL FLOOR
HIDDEN FOR CLARITY.
NOTE: CONTRACTOR SHALL ENSURE CONTINUOUS PUMPING
OPERATIONS DURING WET WEATHER WORK BY KEEPING ONE PUMP
IN OPERATION, PROVIDING TEMPORARY PUMPING EQUIVALENT IN
CAPACITY TO THE EXISTING PUMPS, OR SCHEDULING WORK THAT
WOULD SHUT DOWN THE PUMPS DURING A PERIOD OF PROJECTED
DRY WEATHER. COSTS ASSOCIATED WITH TEMPORARY PUMPING
SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND
SHALL BE INCIDENTAL TO "MECHANICAL" (BID ITEM 16)
NOTE: IF THE PUMP REPLACEMENT WORK WILL NOT BE DELIVERED
IN A PERIOD OF PROJECTED DRY WEATHER, THE CONTRACTOR
SHALL ENSURE CONTINUOUS PUMPING OPERATIONS DURING WET
WEATHER WORK BY KEEPING ONE PUMP IN OPERATION OR
PROVIDING TEMPORARY PUMPING EQUIVALENT IN CAPACITY TO THE
EXISTING PUMPS. COSTS ASSOCIATED WITH TEMPORARY PUMPING
SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND
SHALL BE INCIDENTAL TO "MECHANICAL" (BID ITEM 16)
JD MR
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M02 12 24
DWG NO.:
DA
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:
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I
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:
FI
L
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N
A
M
E
:
SHEET NO.:
JO
B
N
O
.
:
NO
.
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
PR
O
P
O
S
E
D
M
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PROPOSED PLAN
A
M02
A
M02 SECTION A
M02
OBLIQUE
NOTE: TOP LEVEL FLOOR
HIDDEN FOR CLARITY.
SUBMERSIBLE PUMP,
TYP. OF 2
12"x10" DI ECCENTRIC
REDUCER (FLxFL)
NOTE: DISCHARGE PIPING
IDENTICAL FOR ALL PUMPS.
12" DI SPOOL (FLxFL),
LENGTH 4'-9"
12" DI 90° BEND (FLxFL),
TYP. OF 2
12" CHECK VALVE
(FLxFL), TYP. OF 2
EXISTING PUMP PLATE
OPENING, TO BE
ENLARGED, TYP. OF 2
12" KNIFE GATE VALVE
(FLxFL), TYP. OF 2
PROPOSED ENLARGED PUMP
PLATE OPENING, TYP. OF 2
3'-6", TYP.
APPROX.
6'-11",
TYP.
2'-21 2"10'-11 2"
W8X10 MONORAIL BEAM
CONNECTION TO
CONCRETE WALL AT EACH
END OF MONORAIL
CL
501
S03
2" COVERED FRP GRATING
SPANNING SHORT DIRECTION
OVER PROPOSED OPENING.
INDIVIDUAL PANEL WEIGHTS
NOT TO EXCEED 50 POUNDS.
GRATING SUPPORT
ALONG LONG EDGE OF
OPENING, TYP.
502
S03
HARRINGTON 1
2-TON UNDERHUNG
HAND CHAIN HOIST WITH GT
GEARED TROLLEY OR APPROVED
EQUAL
W8X10 MONORAIL ABOVE PUMPS
NOTE: CONTRACTOR SHALL ENSURE CONTINUOUS PUMPING
OPERATIONS DURING WET WEATHER WORK BY KEEPING ONE PUMP
IN OPERATION, PROVIDING TEMPORARY PUMPING EQUIVALENT IN
CAPACITY TO THE EXISTING PUMPS, OR SCHEDULING WORK THAT
WOULD SHUT DOWN THE PUMPS DURING A PERIOD OF PROJECTED
DRY WEATHER. COSTS ASSOCIATED WITH TEMPORARY PUMPING
SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND
SHALL BE INCIDENTAL TO "MECHANICAL" (BID ITEM 16)
NOTE: IF THE PUMP REPLACEMENT WORK WILL NOT BE DELIVERED
IN A PERIOD OF PROJECTED DRY WEATHER, THE CONTRACTOR
SHALL ENSURE CONTINUOUS PUMPING OPERATIONS DURING WET
WEATHER WORK BY KEEPING ONE PUMP IN OPERATION OR
PROVIDING TEMPORARY PUMPING EQUIVALENT IN CAPACITY TO THE
EXISTING PUMPS. COSTS ASSOCIATED WITH TEMPORARY PUMPING
SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND
SHALL BE INCIDENTAL TO "MECHANICAL" (BID ITEM 16)
ONE-LINE DIAGRAM INFORMATION
GENERAL NOTES
LADDER LOGIC SYMBOL LEGEND
INSTRUMENT METERINDICATE TYPE BY
LETTER
VALVE SYMBOLS
ABBREVIATIONSONE-LINE DIAGRAM SYMBOLS LIGHTING FIXTURES/DEVICESPANELBOARDS, SWITCHES, AND EQUIPMENT
GROUNDING SYSTEM SYMBOLS
ELECTRICAL SITE PLAN SYMBOLS
RECEPTACLES AND JUNCTION BOX SYMBOLS
FIRE SYSTEM SYMBOLS
ADDITIONAL SYMBOLS
RACEWAY LEGEND
SITE PLAN LEGEND
BUILDING OR FACILITY PLAN LEGEND
SWITCH OUTLETS
AP
B
KM
S
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DWG NO.:
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:
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:
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L
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A
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:
SHEET NO.:
JO
B
N
O
.
:
NO
.
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
0
01
/
2
3
/
2
6
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PUMP CONTROL PANEL, "PCP", 480V, 3Ø, 4W, NEMA 4X, 42 KAIC WITHSTAND
GND BUS
NEUTRAL
SPD
"L"
240/120V
480V
10 kVA
1Ø, 3W,
240/120V
3%
REACTORS
3%
REACTORS
ONE-LINE DIAGRAM
200/3 TM
DIGITAL
METER
GND BUS
S/N
GROUNDING
MAIN SERVICE
DISCONNECT SWITCH
AUTOMATIC TRANSFER
SWITCH, "ATS"
STANDBY
GENERATOR
GROUND PER
N.E.C.
M
HARMONIC
FILTER
HARMONIC
FILTER
PUMP 1 (15 HP)21.0 A X 1.25 =26.3 AMPS
PUMP 2 (15 HP)21.0 A X 1.00 =21.0 AMPS
PUMP STATION HEATER (5 KW)6.7 A X 1.00 =6.7 AMPS
LIGHTING TRANSFORMER (10 kVA)12.1A X 1.00 =12.1 AMPS
TOTAL 66.1 AMPS
100/3
TM
200/3
TM, SE
30/3
TM
30/3
TM
30/2
TM
60KW
EXISTING
SECONDARY POWER
EXISTING SECONDARY POWER
HAND HOLE
4
MAIN SERVICE
DISCONNECT SWITCH
LIGHTING
TRANSFORMER
2
3
PEDESTAL
REBAR MAT
UFER
CONNECTION
#6 MIN.
#4 MIN.
ATS
WET WELL VAULT CLASS I
DIVISION 2 AREA
PROVIDE PLASTIC
BUSHING AT END OF
CONDUIT, TYP.
EXISTING WET WELL
PROPOSED
SEAL-OFF,
TYP.
NEMA 4X SS INSTRUMENTATION
AND CONTROL JUNCTION BOX
MOUNTED INSIDE EXTERIOR
ENCLOSURE.
NEMA 4X SS POWER JUNCTION
BOX MOUNTED INSIDE
EXTERIOR ENCLOSURE.
1
OUTSIDE
AP
B
KM
S
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DWG NO.:
DA
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DE
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PL
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:
CL
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:
FI
L
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N
A
M
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:
SHEET NO.:
JO
B
N
O
.
:
NO
.
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
0
01
/
2
3
/
2
6
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INSIDE
UTILITY METER
1. UTILITY METERING. METER BASE AND ENCLOSURE BY CONTRACTOR PER
SERVING UTILITY REQUIREMENTS. METER BY PUGET SOUND ENERGY.
2. FUSING OR CIRCUIT BREAKER PER SURGE PROTECTION DEVICE
MANUFACTURER'S RECOMMENDATION.
3. SEE GROUNDING DETAIL, THIS SHEET.
4. GROUND ROD PER N.E.C. (TYPICAL). SEE DWG NO. E11 FOR DETAIL.
5. SEE DWG NO. E12 FOR CONDUIT AND CONDUCTOR SCHEDULE.
6. SEE DWG NO. E12 FOR ELECTRICAL EQUIPMENT SCHEDULE.
ELECTRICAL NOTES
STATION LOAD CALCULATIONS
#4 MIN.
BOND TO EQUIPMENT
PEDESTAL
STRUCTURAL STEEL
15/3
TM
PUMP STATION
HEATER PUMP 1 PUMP 2
PROPOSED EXTERIOR
JUNCTION BOX
ENCLOSURE
480/277 VOLT
3
INSTALL SEAL-OFF
PER PLAN
15/3
N7
ELECTRICAL SITE PLAN
STANDBY GENERATOR.
SEE DWG NO. E10 FOR
DETAILS.
EXISTING METER BASE
TO BE REMOVED
ELECTRICAL EQUIPMENT
PEDESTAL. SEE DWG
NO. E09 FOR DETAILS.
1. THIS PLAN IS DIAGRAMMATIC AND INTENDED TO SHOW
APPROXIMATE LOCATION OF ELECTRICAL ITEMS. NOT ALL
ELECTRICAL, MECHANICAL, STRUCTURAL OR ELEMENTS ARE
SHOWN.
2. SEE DWG NO. E12 FOR CONDUIT AND CONDUCTOR SCHEDULE.
ELECTRICAL NOTES
XX
EXISTING PUMP
STATION BUILDING
AP
B
KM
S
Ja
n
2
2
,
2
0
2
6
Ja
n
2
3
,
2
0
2
6
RE
N
11
9
-
2
1
5
OA
K
R
A
I
-
D
-
E
0
3
.
D
W
G
SHOWN
E03 15 24
EL
E
C
T
R
I
C
A
L
S
I
T
E
P
L
A
N
CI
T
Y
O
F
R
E
N
T
O
N
RA
I
N
I
E
R
S
T
O
R
M
W
A
T
E
R
P
U
M
P
S
T
A
T
I
O
N
U
P
G
R
A
D
E
S
CI
T
Y
O
F
R
E
N
T
O
N
RA
I
N
I
E
R
S
T
O
R
M
W
A
T
E
R
P
U
M
P
S
T
A
T
I
O
N
U
P
G
R
A
D
E
S
DWG NO.:
DA
T
E
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
S
BY
RE
V
I
E
W
EN
G
I
N
E
E
R
:
SA
V
E
D
A
T
E
:
RE
V
I
E
W
E
D
:
PL
O
T
D
A
T
E
:
CL
I
E
N
T
:
FI
L
E
N
A
M
E
:
SHEET NO.:
JO
B
N
O
.
:
NO
.
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
0
01
/
2
3
/
2
6
IS
S
U
E
D
F
O
R
B
I
D
D
I
N
G
CJ
B
MR
J
F
EXISTING SECONDARY
POWER HAND HOLE
JUNCTION BOX ENCLOSURE.
SEE DWG NO. E11 FOR
DETAILS.
EXISTING ANTENNA.
INTERCEPT EXISTING
ANTENNA MAST WITH
PROPOSED CONDUIT.
PROPOSED GAS MAIN
PER DWG NO. C03
AP
B
KM
S
Ja
n
1
6
,
2
0
2
6
Ja
n
2
3
,
2
0
2
6
RE
N
11
9
-
2
1
5
OA
K
R
A
I
-
D
-
E
0
4
.
D
W
G
SHOWN
E04 16 24
EL
E
C
T
R
I
C
A
L
P
L
A
N
1
CI
T
Y
O
F
R
E
N
T
O
N
RA
I
N
I
E
R
S
T
O
R
M
W
A
T
E
R
P
U
M
P
S
T
A
T
I
O
N
U
P
G
R
A
D
E
S
CI
T
Y
O
F
R
E
N
T
O
N
RA
I
N
I
E
R
S
T
O
R
M
W
A
T
E
R
P
U
M
P
S
T
A
T
I
O
N
U
P
G
R
A
D
E
S
DWG NO.:
DA
T
E
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
S
BY
RE
V
I
E
W
EN
G
I
N
E
E
R
:
SA
V
E
D
A
T
E
:
RE
V
I
E
W
E
D
:
PL
O
T
D
A
T
E
:
CL
I
E
N
T
:
FI
L
E
N
A
M
E
:
SHEET NO.:
JO
B
N
O
.
:
NO
.
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
0
01
/
2
3
/
2
6
IS
S
U
E
D
F
O
R
B
I
D
D
I
N
G
CJ
B
MR
J
F
PUMP STATION INTERIORPUMP STATION EXTERIOR
PUMP STATION EXTERIOR
PUMP STATION INTERIOR
1. ALL EXISTING CONDUIT IN PUMP STATION INTERIOR TO BE REMOVED.
2. FOLLOWING CONDUIT REMOVAL, CONTRACTOR TO SEAL EXISTING UNUSED
CONDUIT BUILDING PENETRATIONS AND MAKE WEATHERTIGHT.
ELECTRICAL NOTES
EXISTING METER AND MAIN
SERVICE DISCONNECT, TO
BE REMOVED.
EXISTING GENERATOR
RECEPTACLE, TO BE
REMOVED.
EXISTING RADIO
ANTENNA AND MAST TO
REMAIN IN PLACE.
EXISTING COMBINATION LIGHT
SWITCH/RECEPTACLE TO BE
REMOVED.
EXISTING BUILDING INTRUSION
SWITCH TO BE REMOVED.
PROPOSED EXPLOSION-PROOF
INTRUSION SWITCH TO BE
INSTALLED IN SAME LOCATION.
EXISTING INTRUSION DISABLE
SWITCH TO BE REMOVED.
PROPOSED EXPLOSION-PROOF
INTRUSION DISABLE SWITCH TO BE
INSTALLED IN SAME LOCATION.
EXISTING ELECTRICAL EQUIPMENT,
TO BE REMOVED
EXISTING HEATER TO BE REMOVED.
PROPOSED EXPLOSION-PROOF HEATER
AND DISCONNECT TO BE INSTALLED IN
SAME LOCATION.
EXISTING LIGHT FIXTURES, TO BE
REMOVED, TYP.
EXISTING MOTOR
STARTERS, TO BE
REMOVED
EXISTING PUMPS TO BE REMOVED
EXISTING SMOKE DETECTOR TO BE REMOVED
EXISTING TELEMETRY PANEL, "RTU", TO BE
RELOCATED TO PROPOSED ELECTRICAL
SHELTER. INSTALL PROPOSED LEVEL
TRANSMITTER JUNCTION BOX IN SAME
LOCATION AND SPLICE EXISTING LEVEL
TRANSMITTER CABLE TO FIELD WIRING AT
TERMINAL BLOCKS INSIDE JUNCTION BOX.
RECONNECT EXISTING LEVEL
TRANSMITTER CABLE TO TERMINAL
BLOCKS. EXTEND EXISTING CONDUIT WITH
PROPOSED CONDUIT AS NECESSARY.
EXISTING POWER DISTRIBUTION
PANEL, TO BE REMOVED
EXISTING MANUAL TRANSFER
SWITCH, TO BE REMOVED
EXISTING FLOOD SWITCH TO BE
REMOVED
EXISTING PRESSURE
SWITCHES, TO BE REMOVED.
TYP.
MB
D
KM
S
Ja
n
1
6
,
2
0
2
6
Ja
n
2
3
,
2
0
2
6
RE
N
11
9
-
2
1
5
OA
K
R
A
I
-
D
-
E
0
9
.
D
W
G
SHOWN
E05 17 24
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
EL
E
C
T
R
I
C
A
L
P
L
A
N
2
WET WELL ELECTRICAL PLAN
SUBMERSIBLE PUMP,
TYP. OF 2
PROPOSED JUNCTION BOX
ENCLOSURE. SEE DWG
NO. E11 FOR DETAILS.
SST UNISTRUT, SPAN
ACROSS AVAILABLE SPACE
IN WET WELL. MOUNT TO
4-HOLE SST "L" BRACKET.
EXISTING LEVEL
TRANSMITTER
M M
WET WELL FLOATS
P9 P10
C9
PUMP PLATE OPENING, TYP.
STATION INTERIOR ELECTRICAL PLAN
J
C6 C7
A1 A1
A1
SC
F F
ROUTE ALL CONDUITS EXITING PUMP
STATION TO THIS AREA. INSTALL
SEAL-OFFS INSIDE PUMP STATION, TYP.
OF ALL CONDUITS. CONDUITS TO
PENETRATE WALL AND CONTINUE
UNDERGROUND OUTSIDE OF PUMP
STATION.
H1
PROPOSED LEVEL
TRANSMITTER JUNCTION
BOX, MOUNTED IN SAME
LOCATION AS EXISTING
TELEMETRY PANEL
1.SEE ELECTRICAL SITE PLAN, DWG NO. E03, FOR CONTINUATION.
2.EXPLOSION PROOF SINGLE GANG BOX SURFACE MOUNTED ON WALL.
3.ROUTE ALL PROPOSED CONDUITS ALONG WALLS AND CEILING TO AVOID
TRIPPING HAZARD.
4.SEE DWG NO. E12 FOR CONDUIT AND CONDUCTOR SCHEDULE.
5.SEE DWG NO. E12 FOR ELECTRICAL EQUIPMENT SCHEDULE.
6.SEE DWG NO. E12 FOR LIGHTING SCHEDULE.
ELECTRICAL NOTES
X
A#
XX
G
E
C8
C4 C3
P6
C5
P13
J3
P7 J5
P8 J6
C2 J2
ROUTE EXISTING LEVEL
TRANSMITTER CABLE TO
PROPOSED JUNCTION BOX
1
1
1
1
PUMP STATION DOOR
2
2
PUMP STATION DOOR
CONDUITS TO PENETRATE
WALL BELOW GRADE INSIDE
WET WELL. STUB UP
CONDUITS INTO JUNCTION
BOX ENCLOSURE.
PUMP 1 PUMP 2
CLASS I
DIVISION 2 AREA
CLASS I
DIVISION 2 AREA
CI
T
Y
O
F
R
E
N
T
O
N
RA
I
N
I
E
R
S
T
O
R
M
W
A
T
E
R
P
U
M
P
S
T
A
T
I
O
N
U
P
G
R
A
D
E
S
CI
T
Y
O
F
R
E
N
T
O
N
RA
I
N
I
E
R
S
T
O
R
M
W
A
T
E
R
P
U
M
P
S
T
A
T
I
O
N
U
P
G
R
A
D
E
S
DWG NO.:
DA
T
E
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
S
BY
RE
V
I
E
W
EN
G
I
N
E
E
R
:
SA
V
E
D
A
T
E
:
RE
V
I
E
W
E
D
:
PL
O
T
D
A
T
E
:
CL
I
E
N
T
:
FI
L
E
N
A
M
E
:
SHEET NO.:
JO
B
N
O
.
:
NO
.
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
0
01
/
2
3
/
2
6
IS
S
U
E
D
F
O
R
B
I
D
D
I
N
G
CJ
B
MR
J
F
D
AP
B
KM
S
Ja
n
1
6
,
2
0
2
6
Ja
n
2
3
,
2
0
2
6
RE
N
11
9
-
2
1
5
OA
K
R
A
I
-
D
-
E
0
4
.
D
W
G
SHOWN
E06 18 24
PU
M
P
C
O
N
T
R
O
L
P
A
N
E
L
D
E
T
A
I
L
S
1
CI
T
Y
O
F
R
E
N
T
O
N
RA
I
N
I
E
R
S
T
O
R
M
W
A
T
E
R
P
U
M
P
S
T
A
T
I
O
N
U
P
G
R
A
D
E
S
CI
T
Y
O
F
R
E
N
T
O
N
RA
I
N
I
E
R
S
T
O
R
M
W
A
T
E
R
P
U
M
P
S
T
A
T
I
O
N
U
P
G
R
A
D
E
S
DWG NO.:
DA
T
E
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
S
BY
RE
V
I
E
W
EN
G
I
N
E
E
R
:
SA
V
E
D
A
T
E
:
RE
V
I
E
W
E
D
:
PL
O
T
D
A
T
E
:
CL
I
E
N
T
:
FI
L
E
N
A
M
E
:
SHEET NO.:
JO
B
N
O
.
:
NO
.
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
0
01
/
2
3
/
2
6
IS
S
U
E
D
F
O
R
B
I
D
D
I
N
G
CJ
B
MR
J
F
6' - 0" MAX.
6' - 0" MAX.
WARNING
480 VAC
KEEP OUT
NAMEPLATE
NEMA 4X SS ENCLOSURE, 24" DEEP.
RAINIER STORMWATER PUMP STATION
PUMP CONTROL PANEL
WARNING LABEL
PUMP CONTROL PANEL EXTERIOR LAYOUT
SIDE-MOUNTED PANEL AIR
CONDITIONER. NVENT
SPECTRACOOL, NO
SUBSTITUTIONS. SIZE AIR
CONDITIONER TO
ADEQUATELY COOL ALL
EQUIPMENT WITHIN
ENCLOSURE. COOLING
SETPOINT SHALL BE 90°F.
PAD-LOCKABLE HANDLE
AP
B
KM
S
Ja
n
1
6
,
2
0
2
6
Ja
n
2
3
,
2
0
2
6
RE
N
11
9
-
2
1
5
OA
K
R
A
I
-
D
-
E
0
4
.
D
W
G
SHOWN
E07 19 24
PU
M
P
C
O
N
T
R
O
L
P
A
N
E
L
D
E
T
A
I
L
S
2
CI
T
Y
O
F
R
E
N
T
O
N
RA
I
N
I
E
R
S
T
O
R
M
W
A
T
E
R
P
U
M
P
S
T
A
T
I
O
N
U
P
G
R
A
D
E
S
CI
T
Y
O
F
R
E
N
T
O
N
RA
I
N
I
E
R
S
T
O
R
M
W
A
T
E
R
P
U
M
P
S
T
A
T
I
O
N
U
P
G
R
A
D
E
S
DWG NO.:
DA
T
E
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
S
BY
RE
V
I
E
W
EN
G
I
N
E
E
R
:
SA
V
E
D
A
T
E
:
RE
V
I
E
W
E
D
:
PL
O
T
D
A
T
E
:
CL
I
E
N
T
:
FI
L
E
N
A
M
E
:
SHEET NO.:
JO
B
N
O
.
:
NO
.
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
0
01
/
2
3
/
2
6
IS
S
U
E
D
F
O
R
B
I
D
D
I
N
G
CJ
B
MR
J
F
PUMP CONTROL PANEL INTERIOR SWING DOOR LAYOUT
PUMP CONTROL PANEL
DISCONNECT SWITCH
PUMP START
COUNT METER,
TYP.
PUMP 1
HOURS
0 0 0 0 0 0
START
0 0 0 0 0 0
PUMP 2
HOURS
0 0 0 0 0 0
START
0 0 0 0 0 0
VFD FAULT
LIGHT, TYP.
VFD DISABLE
LIGHT, TYP.
VFD DISABLE
PUSHBUTTON,
TYP.
PUMP RUN TIME
METER, TYP.
VFD KEYPAD
MODULE, TYP.
MOUNT INTRUSION SWITCH
TO INSIDE OF ENCLOSURE
PUMP RUNNING
LIGHT, TYP.
PUMP SEAL
FAIL LIGHT,
TYP.
PUMP
OVERTEMPERATURE
LIGHT, TYP.
ALARM RESET
PUSHBUTTON,
TYP.
POWER
MONITOR
AP
B
KM
S
Ja
n
1
6
,
2
0
2
6
Ja
n
2
3
,
2
0
2
6
RE
N
11
9
-
2
1
5
OA
K
R
A
I
-
D
-
E
0
4
.
D
W
G
SHOWN
E08 20 24
CO
N
T
R
O
L
L
O
G
I
C
D
I
A
G
R
A
M
CI
T
Y
O
F
R
E
N
T
O
N
RA
I
N
I
E
R
S
T
O
R
M
W
A
T
E
R
P
U
M
P
S
T
A
T
I
O
N
U
P
G
R
A
D
E
S
CI
T
Y
O
F
R
E
N
T
O
N
RA
I
N
I
E
R
S
T
O
R
M
W
A
T
E
R
P
U
M
P
S
T
A
T
I
O
N
U
P
G
R
A
D
E
S
DWG NO.:
DA
T
E
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
S
BY
RE
V
I
E
W
EN
G
I
N
E
E
R
:
SA
V
E
D
A
T
E
:
RE
V
I
E
W
E
D
:
PL
O
T
D
A
T
E
:
CL
I
E
N
T
:
FI
L
E
N
A
M
E
:
SHEET NO.:
JO
B
N
O
.
:
NO
.
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
0
01
/
2
3
/
2
6
IS
S
U
E
D
F
O
R
B
I
D
D
I
N
G
CJ
B
MR
J
F
DIAGRAM 1: PUMP CONTROL LOGIC, TYP.
DIAGRAM 2: BUILDING SMOKE DETECTOR CIRCUIT
1. THE TYPE OF PUMP PROTECTION RELAY MAY VARY DEPENDING ON THE
SELECTED PUMP MANUFACTURER. CONTRACTOR SHALL PROVIDE AND
INSTALL THE APPROPRIATE PUMP PROTECTION RELAY EQUIPMENT AS
RECOMMENDED BY THE PUMP MANUFACTURER. CONTROL WIRING IN THE
PUMP CONTROL PANEL SHALL BE MODIFIED AS NECESSARY TO
ACCOMMODATE THE PROVIDED PUMP PROTECTION RELAY AT NO COST TO
THE OWNER.
ELECTRICAL NOTES
1. SEE ELECTRICAL SITE PLAN, DWG NO. E03 FOR CONTINUATION
1. SEE DWG NO. E12 FOR CONDUIT AND CONDUCTOR SCHEDULE.
2. SEE DWG NO. E12 FOR ELECTRICAL EQUIPMENT SCHEDULE.
ELECTRICAL NOTES
AP
B
KM
S
Ja
n
1
5
,
2
0
2
6
Ja
n
2
3
,
2
0
2
6
RE
N
11
9
-
2
1
5
OA
K
R
A
I
-
D
-
E
0
5
.
D
W
G
SHOWN
E09 21 24
EL
E
C
T
R
I
C
A
L
E
Q
U
I
P
M
E
N
T
P
E
D
E
S
T
A
L
DE
T
A
I
L
S
CI
T
Y
O
F
R
E
N
T
O
N
RA
I
N
I
E
R
S
T
O
R
M
W
A
T
E
R
P
U
M
P
S
T
A
T
I
O
N
U
P
G
R
A
D
E
S
CI
T
Y
O
F
R
E
N
T
O
N
RA
I
N
I
E
R
S
T
O
R
M
W
A
T
E
R
P
U
M
P
S
T
A
T
I
O
N
U
P
G
R
A
D
E
S
DWG NO.:
DA
T
E
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
S
BY
RE
V
I
E
W
EN
G
I
N
E
E
R
:
SA
V
E
D
A
T
E
:
RE
V
I
E
W
E
D
:
PL
O
T
D
A
T
E
:
CL
I
E
N
T
:
FI
L
E
N
A
M
E
:
SHEET NO.:
JO
B
N
O
.
:
NO
.
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
0
01
/
2
3
/
2
6
IS
S
U
E
D
F
O
R
B
I
D
D
I
N
G
CJ
B
MR
J
F
5'-0"
1'-1"
CLCL
CL
7'-9"
POST CONNECTION
ELECTRICAL EQUIPMENT PEDESTAL
PLAN VIEW
UNISTRUT FRAMING. SPACING
AS NEEDED FOR PANEL
ATTACHMENTS
HSS 4 1/2" x 4 1/2" x 5/16"
POSTS, TYP. OF 2, HOT DIP
GALVANIZE POST AND RAFTER
PL 9" X 9" X 1/2"
HSS 4.5X4.5X5/16
HILTI HIT-RE 500 V3 +
HAS-V-36 1/2" W/ MIN
4" EMBEDMENT, OR
APPROVED EQUAL
BASE PLATE DETAIL 1601
UTILITY METER
MAIN SERVICE
DISCONNECT
AUTOMATIC
TRANSFER
SWITCH, "ATS"
PUMP CONTROL
PANEL, "PCP"
TELEMETRY PANEL,
"RTU". INSTALL EXISTING
TELEMETRY PANEL IN
PROPOSED NEMA 4X SS
48" W, 72" H, 48" D
ENCLOSURE.
ELECTRICAL EQUIPMENT PEDESTAL FRONT
ELEVATION VIEW
5'-0"
UTILITY METER
MAIN SERVICE
DISCONNECT
SWITCHAUTOMATIC
TRANSFER
SWITCH, "ATS"PUMP CONTROL PANEL,
"PCP" (CONTAINS LIGHTING
PANEL, "L")
TELEMETRY
PANEL, "RTU"
P6P13
C4
J5
P4
P5
P3 P2P11
P1
C5
C3
C7
C8
C6
J6J4J2
J1
1601 WALL
C1
P12C12
C2
P7
P8
C14
C13
"RTU"
FRONT EDGE OF
CONCRETE SLAB
AP
B
KM
S
Ja
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1
5
,
2
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2
6
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2
3
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2
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D
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S
DWG NO.:
DA
T
E
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
S
BY
RE
V
I
E
W
EN
G
I
N
E
E
R
:
SA
V
E
D
A
T
E
:
RE
V
I
E
W
E
D
:
PL
O
T
D
A
T
E
:
CL
I
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N
T
:
FI
L
E
N
A
M
E
:
SHEET NO.:
JO
B
N
O
.
:
NO
.
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
0
01
/
2
3
/
2
6
IS
S
U
E
D
F
O
R
B
I
D
D
I
N
G
CJ
B
MR
J
F
APPROX. 8'-11"
APPROX. 4'-0"
3" TYP.
PROPOSED GENERATOR WITH
SOUND ATTENUATED HOUSING EQUIPMENT PAD 4
GENERATOR PLAN VIEW
EQUIPMENT PAD
4
PROPOSED GENERATOR WITH
SOUND ATTENUATED HOUSING
SECURE GENERATOR TO
CONCRETE PAD PER
MANUFACTURER'S INSTRUCTIONS
PROPOSED CONCRETE PAD, SLOPE AWAY
FROM GENERATOR PER DETAIL 1 ON S02
GENERATOR SIDE ELEVATION VIEW
MB
D
KM
S
Ja
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1
5
,
2
0
2
6
Ja
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2
3
,
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0
2
6
RE
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11
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-
2
1
5
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0
8
.
D
W
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SHOWN
E11 23 24
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S
DWG NO.:
DA
T
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DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
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N
S
BY
RE
V
I
E
W
EN
G
I
N
E
E
R
:
SA
V
E
D
A
T
E
:
RE
V
I
E
W
E
D
:
PL
O
T
D
A
T
E
:
CL
I
E
N
T
:
FI
L
E
N
A
M
E
:
SHEET NO.:
JO
B
N
O
.
:
NO
.
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
0
01
/
2
3
/
2
6
IS
S
U
E
D
F
O
R
B
I
D
D
I
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G
CJ
B
MR
J
F
COPPER CONDUCTOR
CADWELD TYPE TA.
CADWELD CABLE
TO CABLE TEE
CONNECTION.
COPPER
CONDUCTOR
CADWELD TYPE RR.
CADWELD END CABLE
TO UPPER REBAR
CONNECTION.
REBAR
COPPER
CONDUCTOR
CADWELD TYPE GR
5/8" X 8' COPPER GROUND
ROD.COPPER CONDUCTOR
(TYPICAL)
CADWELD TYPE XA.
CADWELD CABLE TO CABLE
CROSS CONNECTION.CADWELD CABLE TO
GROUND ROD CONNECTION.
GROUNDING CROSS DETAILGROUND TEE DETAIL
GROUND TEE DETAIL GROUND REBAR DETAIL
5'-0" MIN.
4'-0" MIN.
NEMA 1 SS
ENCLOSURE,
20" DEEP.
STUD MOUNTED SS
GRATING ON
FRONT AND SIDES
OF EXTERIOR
PANEL ENCLOSURE.
SECURE TO CONCRETE
SLAB WITH 1/2" SST
CONCRETE ANCHORS,
TYP. EMBED 3" MIN.
INTERIOR JUNCTION BOX ENCLOSURE
ELEVATION DETAIL
POWER TERMINAL BLOCKS,
TYPICAL AS REQUIRED.
TO "PCP"
POWER JUNCTION BOX, "PJB".
SIZE JUNCTION BOX PER NEC
BASED ON SITE SPECIFIC
CONDUIT AND CONDUCTOR
SIZES AND QUANTITIES.
NEMA 4X SS ENCLOSURE,
12" DEEP. SECURE TO
EXTERIOR PANEL.
GROMMETED CABLE
FITTING, TYPICAL. SEE
DETAIL THIS SHEET.
PERMANENT WIRING FROM
"RTU" (WITH PERMANENT
EXPLOSION-PROOF SEAL
FITTING)
POWER CABLE WITH
CONDUCTORS INSIDE
OVERALL JACKET
(MANUFACTURER
CABLE), TYP.
TO WET WELL
INSTRUMENTATION AND
CONTROL TERMINAL BLOCKS,
TYPICAL AS REQUIRED.
TO "RTU"
INSTRUMENTATION AND CONTROL
JUNCTION BOX, "ICJB". SIZE
JUNCTION BOX PER NEC BASED ON
SITE SPECIFIC CONDUIT AND
CONDUCTOR SIZES AND QUANTITIES.
NEMA 4X SS ENCLOSURE,
12" DEEP. SECURE TO
EXTERIOR PANEL.
GROMMETED CABLE
FITTING, TYPICAL. SEE
DETAIL THIS SHEET.
TO WET WELL
PERMANENT WIRING FROM "PCP"
(WITH PERMANENT
EXPLOSION-PROOF SEAL FITTING)
SEAL, TYP.
EXTERIOR
JUNCTION BOX
TRANSMITTER CABLE
FLOAT CABLE
EXTERIOR JUNCTION
BOX ENCLOSURE
INTRUSION SWITCH FOR
MAIN ENCLOSURE DOOR
EXTERIOR JUNCTION BOX ENCLOSURE
ELEVATION DETAIL
KEY LOCK HOLE
FIELD WIRE
CONNECTIONS
CABLE TRANSITION DETAIL (TYPICAL)
CABLE, LENGTH AS
NECESSARY TO REACH
TERMINAL BLOCK
TERMINATION BOX
ENCLOSURE
CORD GRIP
(CGB), SIZE TO
CABLE DIAMETER
CABLE FROM WET
WELL (TYP.)
PROPOSED TERMINAL
BLOCK WITHIN JUNCTION
BOX ENCLOSURE
SURFACE MOUNTED CONDUIT DETAIL
ROOF TRUSSES (TYP)
FLOOR (TYP)
1.) SIZE AND NUMBER
OF CONDUIT VARIES.
2.) THIS DETAIL TYPICAL
FOR ALL SURFACE
MOUNTED CONDUIT.
C-CHANNEL OFFSET BRACKET.
SECURE CONDUIT TO BRACKET.
CONDUIT (TYPICAL). CONDUIT
SHALL BE NEATLY AND EQUALLY
SPACED. CONDUIT SHALL BE
PARALLEL WITH WALLS.
TYPICAL WALL-MOUNTED
ENCLOSURE
3"
3"
3"
FINISH SURFACE PER PLAN
RED ELECTRICAL WARNING
TAPE CENTERED OVER EACH
CONDUIT IN TRENCH (TYP)
36
"
M
I
N
-
4
8
"
M
A
X
F
O
R
PR
I
M
A
R
Y
S
E
R
V
I
C
E
CO
N
D
U
I
T
S
MINIMUM DEPTH BELOW
BOTTOM OF DEEPEST
CONDUIT INSTALLED IN
TRENCH
24
"
M
I
N
(
<
6
0
0
V
)
NATIVE MATERIAL COMPACTED
TO 95% PER ASTM D1557 OR AS
REQUIRED PER PLAN
6"
9"
COVER OVER
HIGHEST CONDUIT
IN TRENCH
NOTE: BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL
BE CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION.
TYPICAL ELECTRICAL TRENCH DETAIL
ELECTRICAL CONDUIT NUMBER AND
SIZE VARY AS PER SITE PLAN. MAINTAIN
12" SPACING BETWEEN TELEMETRY
CONDUITS AND OTHER CONDUITS.
SAND BEDDING
MATERIAL PER WSDOT
SPECIFICATION 9-03.13
EXISTING BUILDING CONDUIT
PENETRATION DETAIL
EXISTING BUILDING
INTERIOR WALL
EXISTING BUILDING
EXTERIOR WALL
FINISHED GRADE
PROPOSED CONDUIT "LB",
TYPICAL.
PROPOSED CONDUIT
TO
I
N
T
E
R
I
O
R
E
Q
U
I
P
M
E
N
T
CONTRACTOR SHALL GROUT
FILL CONDUIT PENETRATION.
GROUT SHALL BE DYED TO
MATCH EXISTING BLOCK.
GRADE
5/8"X8' LONG COPPER
GROUND ROD
8-0"
GROUND ROD DETAIL
PROPOSED GROUND
ROD BOX WITH COVER.
SEE SPECIFICATIONS.
SO TYPE CORD.
GRC CONDUIT STRAPPED TO
WALL WITH MINIMUM OF (2)
STAINLESS STEEL PIPE
CLAMPS SPACED EQUALLY
APART.
SO CORD CONNECTOR (TYPICAL).SURFACE MOUNTED J-BOX.
LIQUID LEVEL SWITCH. SET
TO SWITCH WITH 1/2" OF
WATER ON FLOOR.
FLOOD SWITCH DETAIL
AP
B
KM
S
Ja
n
1
5
,
2
0
2
6
Ja
n
2
3
,
2
0
2
6
RE
N
11
9
-
2
1
5
OA
K
R
A
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D
-
E
0
7
.
D
W
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SHOWN
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RA
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M
W
A
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P
U
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P
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T
A
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N
U
P
G
R
A
D
E
S
DWG NO.:
DA
T
E
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
S
BY
RE
V
I
E
W
EN
G
I
N
E
E
R
:
SA
V
E
D
A
T
E
:
RE
V
I
E
W
E
D
:
PL
O
T
D
A
T
E
:
CL
I
E
N
T
:
FI
L
E
N
A
M
E
:
SHEET NO.:
JO
B
N
O
.
:
NO
.
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
0
01
/
2
3
/
2
6
IS
S
U
E
D
F
O
R
B
I
D
D
I
N
G
CJ
B
MR
J
F
ɸ
ɸ
ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE
HEATER SCHEDULE
LIGHTING FIXTURE SCHEDULE
PANEL SCHEDULE L
ɸ
INSTRUMENTATION CONDUIT AND CONDUCTOR SCHEDULE
CONTROL CONDUIT AND CONDUCTOR SCHEDULE
POWER CONDUIT AND CONDUCTOR SCHEDULE