B08_A6_Wapato_Headworks_Plans.pdf
PDF 12 MB Posted
- Attached to
- Wapato Headworks Rehabilitation Federal contract opportunity
- Solicitation number
- 140A1622R0077
About this file
This document outlines a federal contract opportunity for rehabilitation work. The solicitation number is 140A1622R0077 from the Department of the Interior Bureau of Indian Affairs Central Office for the Wapato Headworks Rehabilitation project. Interested parties are sought to rehabilitate the existing Wapato Headworks infrastructure. The opportunity type is a solicitation and the description provided is for rehabilitation of the Wapato Headworks. No other details are included around response dates, pricing terms, or incumbent contractors. The attached file is plans related to the project but its content is not listed.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140A1622R0077_Amd_0002.pdf | ||
| Sol_140A1622R0077_Amd_0001.pdf | ||
| 20221004_WapatoHeadworksImprovements_PreBidMeetingAgenda_0001.pdf | ||
| B08_A9_SF-24_Bid_Bond_Form.pdf | ||
| B08_A5_Historic_Drawings_Cross_Reference.docx | DOCX document | |
| B08_A4_Compiled_Owner_Procured_Materials_Documentation.pdf | ||
| B08_A3_Compiled_Bridge_Inspection_Reference_Files.pdf | ||
| Sol_140A1622R0077.pdf | ||
| B08_A12_Past_Performance_Questionnaire.docx | DOCX document | |
| B08_A8_Q_A_Log_for_140A1622R0077_Wapato_Headworks_Rehabilitation.xlsx | XLSX spreadsheet | |
| B08_A2_SOW___Technical_Specifications.pdf | ||
| B08_A7_DOL_Wage_Determination.pdf | ||
| B08_A11_SF-25A_Payment_Bond_Form.pdf | ||
| B08_A10_SF-25_Performance_Bond_Form.pdf | ||
| B08_A1_Pricing_Schedule.docx | DOCX document |
Show all 15
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
406-656-6399
222 N. 32nd Street, #700 Billings, Montana 59101
WAPATO HEADWORKS REHABILITATION
YAKIMA COUNTY, WASHINGTON
PREPARED FOR:
CONFEDERATE TRIBES AND
BANDS OF THE YAKAMA NATION
P.O. BOX 151
TOPPENISH, WA 98948
PREPARED BY:
G1VICINITY MAP
PROJECT LOCATION
PORTLAND
VANCOUVER
YAKIMA
SPOKANE
OLYMPIA
TACOMA
BELLEVUE
SEATTLE
EVERETTE
UNION
GAP
YAKIMA RIVER
YAKIMA
BUREAU OF INDIAN AFFAIRS
OFFICE OF TRUST SERVICES
DIVISION OF WATER AND POWER
AND:
APPROVED
FOR BIDDINGREVISION LEGEND
YA
KI
M A
C O
U N
TY
,W
AS
H
IN
G
TO
N
6-
6-
N .3
2n d
St re et
Bi lli ng s, M on ta na
W
AP
AT
O
H
EA
D W
O R
KS
R
EH
AB
IL
IT
AT
IO
N
6-
6-
N .3
2n d
St re et
Bi lli ng s, M on ta na
APPROVED
FOR
BID
DIN
G
G2
SYMBOLS
ABBREVIATIONS
GENERAL NOTES
PLAN VIEW
2 2 4 10 scale feet
0 6 8
SHEET SYMBOL IDENTIFICATION
EXISTING FEATURES
DESIGN FEATURES
SH
EE
T
IN
D
EX
,S
YM
BO
LS
AB
BR
EV
IA
TI
O N
S
AN
D G
EN
ER
AL
N
O
TE
S
SHEET INDEX
SHEET NO. TITLE
P
NO RAILROAD
CROSSING
WEST BANK
ACCESS ROUTE
WEST OF RAILROAD
WEST BANK ACCESS
ROUTE EAST SIDE OF
RAILROAD (REFER TO
BNSF T.O.P.)
EAST BANK
ACCESS ROUTE
VIA THORP ROAD
INTERSTATE
CROSSING
CULVERT
YAKIMARIVER
WIP MAIN
CANAL
SUPPLEMENTAL
ISLAND ACCESS
ROUTE
RIVER
CROSSING
(NO BRIDGE)
MAIN STREET
LOCKED
GATES
LOCKED
GATE
SHEET G4
EXTENTS
LOCKED GATE
PA
RK
ER
BR
ID
G
E
RO
AD
THORP ROAD
BOAT RAMP (RIVER ACCESS)
THORP ROAD ACCESS TO THE
INTERSTATE CROSSING AND
BOAT RAMP
I-82 BRIDGE
SEE SPEC. 51 00 40
YA
KI
M A
C O
U N
TY
,W
AS
H
IN
G
TO
N
6-
6-
N .3
2n d
St re et
Bi lli ng s, M on ta na
W
AP
AT
O
H
EA
D W
O R
KS
R
EH
AB
IL
IT
AT
IO
N
6-
6-
N .3
2n d
St re et
Bi lli ng s, M on ta na
APPROVED
FOR
BID
DIN
G
G3
G
EN
ER
AL
SI
TE
O
VE
R
VI
EW
AN
D
AC
C
ES
S R
O U
TE
S
PHOTO #1
BOR CABLE CAR
CP#113
CP#100
CP#101
CP#116
CP#119
CP#120
CP#114
CONTROL POINT TABLE
CONSTRUCTION LIMIT
POINT TABLE
YA
KI
M A
C O
U N
TY
,W
AS
H
IN
G
TO
N
6-
6-
N .3
2n d
St re et
Bi lli ng s, M on ta na
W
AP
AT
O
H
EA
D W
O R
KS
R
EH
AB
IL
IT
AT
IO
N
6-
6-
N .3
2n d
St re et
Bi lli ng s, M on ta na
APPROVED
FOR
BID
DIN
G
G4
EX
IS
TI
N
G C
O N
D
IT
IO
N
S, SU
R
VE
Y C
O N
TR
O
L, AN
D C
O N
ST
R
U C
TI
O
N
LI
M
IT
S
Y A K
IM
A
R
IV
E R
W
IP
M
AI
N
CA
NA
L
BN
SF
RA
IL
W
AY
B-6
B-7
C-1
C-2
C-3
C-4 TP-1
TP-2
B-5
B-8
B-9
B-10
C-5
C-6
C-7
C-8
C-9
C-10
C-11
C-12
B-13
B-14
B-11
B-12
HEADWORKS CONCRETE
REPAIRS AND REPLACE
GATE STEMS, PEDESTALS,
ACTUATORS AND
ELECTRICAL SYSTEM
YA
KI
M A
C O
U N
TY
,W
AS
H
IN
G
TO
N
6-
6-
N .3
2n d
St re et
Bi lli ng s, M on ta na
W
AP
AT
O
H
EA
D W
O R
KS
R
EH
AB
IL
IT
AT
IO
N
6-
6-
N .3
2n d
St re et
Bi lli ng s, M on ta na
APPROVED
FOR
BID
DIN
G
C1
O
VE
R
AL
L
SI
TE
PL
AN
LIMITS OF
BATHYMETRY
NOTE:
SEE SHEET C4 FOR GEOTECHNICAL BORING AND
CONCRETE CORE SAMPLE SCHEDULES AND DETAILS.
B-10
C-8
C-9
C-10
C-11
C-12
PROFILE
EAST COFFERDAM
PH
AS
E
INSTALL PHASE 1
COFFERDAM
SEE .
PERFORM GEOTECHNICAL
BORINGS AND CONCRETE
CORINGS (SEE SHEET C4)
DEWATERING EQUIPMENT WITH PUMP
LINE OUT. (FINAL TYPE, SIZE, NUMBER
AND LOCATION BY CONTRACTOR)
TEMPORARY REMOVAL OF SELECTED
ROCK WEIR BOULDERS IS ALLOWED TO
FACILITATE DEWATERING FOR
INVESTIGATIONS. REPAIR ROCK WEIRS TO
PRE-CONSTRUCTION CONDITIONS.
(INCIDENTAL TO DEWATERING ACTIVITIES;
NOT ELIGIBLE FOR SEPARATE PAYMENT.
ENTIRE YAKIMA RIVER
FLOWS IN WEST CHANNEL
YA
KI
M A
C O
U N
TY
,W
AS
H
IN
G
TO
N
6-
6-
N .3
2n d
St re et
Bi lli ng s, M on ta na
W
AP
AT
O
H
EA
D W
O R
KS
R
EH
AB
IL
IT
AT
IO
N
6-
6-
N .3
2n d
St re et
Bi lli ng s, M on ta na
APPROVED
FOR
BID
DIN
G
C2
EA
ST
C O
FF
ER
D
AM
SI
TE
W O
R K
(B
ID
AD
D
IT
IV
E 1)
LIMITS OF
BATHYMETRY
P
DISLODGE ALL LARGE
WOODY DEBRIS PRIOR TO
INSTALLATION OF THE
COFFERDAM
BARGE ANCHOR POINT LOCATIONS ARE APPROXIMATE.
CONTRACTOR TO COORDINATE ANCHOR LOCATIONS
BASED ON THE ANCHOR TYPE, BARGE SIZE/TYPE, WORK
BEING PERFORMED, SITE CONDITIONS, ETC. THE
CONTRACTOR IS RESPONSIBLE FOR ANCHOR DESIGN.
CONTRACTOR TO CONDUCT AN UNDERWATER INSPECTION OF
THE INUNDATED PORTIONS OF THE EAST DIVERSION.
(SEE UNDERWATER WORK REQUIREMENTS THIS SHEET)
DEPENDING ON RIVER FLOW CONDITIONS, IT IS
POSSIBLE THAT WATER MAY FLOW AROUND
THE COFFERDAM DURING CONSTRUCTION.
PHASE 1 WILL OCCUR DURING THE
IRRIGATION SEASON. (REFER TO SPEC.
01 14 00, WORK RESTRICTIONS.)
UPSTREAM WATER SURFACE ELEVATION WILL INCREASE
AFTER COFFERDAM INSTALLATION AND DURING HIGH
WATER EVENTS. IT IS POSSIBLE THAT WATER WILL FLOW
OVER THE EAST PORTION OF THE EAST SPILLWAY
AND/OR OVER THE NOTCH BETWEEN THE DIVERSIONS,
INUNDATING PORTIONS OF THE ISLAND.
TRANSFER COFFERDAMS TO
WEST CHANNEL WHEN PHASE 1
SITEWORK IS COMPLETE
PRIMARY SITE ACCESS IS BY
BARGE. (SEE SHEET G3)
APPROX. BNSF ROW
WEST BANK
ACCESS ROUTE.
EAST OF RR.
(SEE SHEET G3)
WEST BANK
ACCESS ROUTE.
WEST OF RR.
(SEE SHEET G3) ACCESS FROM
INTERSTATE CROSSING
(SEE SHEET G3)
LIMITS OF
CONSTRUCTION
B-6
B-7
C-1
C-2
C-3
C-4 TP-1
TP-2
B-5
B-8
B-9
C-5
C-6
C-7
B-13
B-14
B-11
B-12
PROFILE
WEST COFFERDAM
INSTALL PHASE 2
COFFERDAM
SEE .
HEADWORKS
CONCRETE REPAIRS
AND REPLACE GATE
STEMS, PEDESTALS,
ACTUATORS AND
ELECTRICAL SYSTEM
PERFORM GEOTECHNICAL
BORINGS AND CONCRETE
CORINGS (SEE SHEET C4)
DEWATERING EQUIPMENT
WITH PUMP LINE OUT. (FINAL
TYPE, SIZE, NUMBER, AND
LOCATION BY CONTRACTOR)
TEMPORARY REMOVAL OF SELECTED
ROCK WEIR BOULDERS IS ALLOWED TO
FACILITATE DEWATERING FOR
INVESTIGATIONS. REPAIR ROCK WEIRS
TO PRE-CONSTRUCTION CONDITIONS.
P
ENTIRE YAKIMA RIVER
FLOWS IN EAST CHANNEL
YA
KI
M A
C O
U N
TY
,W
AS
H
IN
G
TO
N
6-
6-
N .3
2n d
St re et
Bi lli ng s, M on ta na
W
AP
AT
O
H
EA
D W
O R
KS
R
EH
AB
IL
IT
AT
IO
N
6-
6-
N .3
2n d
St re et
Bi lli ng s, M on ta na
APPROVED
FOR
BID
DIN
G
C3
PH
AS
E
W
ES
T C
O
FF
ER
D
AM
SI
TE
W
O R
K (B
AS
E
BI
D
LIMITS OF
BATHYMETRY
LIMITS OF
CONSTRUCTION
P
BARGE ANCHOR POINT LOCATIONS ARE APPROXIMATE.
CONTRACTOR TO COORDINATE ANCHOR LOCATIONS BASED
ON THE ANCHOR TYPE, BARGE SIZE/TYPE, WORK BEING
PERFORMED, SITE CONDITIONS, ETC. THE CONTRACTOR IS
RESPONSIBLE FOR ANCHOR DESIGN.
APPROX. BNSF ROW
WEST BANK
ACCESS ROUTE.
EAST OF RR.
(SEE SHEET G3)
WEST BANK
ACCESS ROUTE.
WEST OF RR.
(SEE SHEET G3)
PRIMARY SITE ACCESS IS BY
BARGE. (SEE SHEET G3)
ADDITIONAL BARGE ANCHOR
POINTS, AS NEEDED, FOR
BARGE DRILLING
ACCESS FROM
INTERSTATE CROSSING
(SEE SHEET G3)
SUPPLEMENTAL ACCESS
FROM ISLAND AND RIVER
CROSSING. (NUMBER OF
CROSSINGS IS LIMITED.
SEE SHEET G3)
NO VEHICLE
CROSSING OF RR
1 DETAIL
TYPICAL DIVERSION DAM CORE LOCATIONS
NOT TO SCALE
2 DETAIL
TYPICAL HEADWORKS CORE LOCATIONS
NOT TO SCALE
YA
KI
M A
C O
U N
TY
,W
AS
H
IN
G
TO
N
6-
6-
N .3
2n d
St re et
Bi lli ng s, M on ta na
W
AP
AT
O
H
EA
D W
O R
KS
R
EH
AB
IL
IT
AT
IO
N
6-
6-
N .3
2n d
St re et
Bi lli ng s, M on ta na
APPROVED
FOR
BID
DIN
G
C4
G
EO
TE
C
H N
IC
AL
BO
R
IN
G
C
O N
C R
ET
E
C O
R E
SA
M
PL
E
SC
H
ED
U
LE
S
D
ET
AI
LS
XX
C5
DETAIL
PHASE 1 (EAST CHANNEL) COFFERDAM
C5
DETAIL
PHASE 2 (WEST CHANNEL ) COFFERDAM
Y A
K I M
A
C
O U
N T
Y
W
A S
H I N
G T
O N
N n d
S t r e e t
B i l l i n g s
M o n t a n a
W W
W D
O W
L C
O M
W A
P A
T O
H
E A
D W
O R
K S
R
H
A B
I L
I T
A T
I O
N
N n d
S t r e e t
B i l l i n g s
M o n t a n a
W W
W D
O W
L C
O M
APPROVED
FOR
BID
DIN
G
C5
C O
F F
E R
D A
M
D
E T
A I L
S
AutoCAD SHX Text
SUPER-SACKS OR SAND BAGS. QUANTITY AND LOCATION AS NEEDED TO HOLD DOWN MEMBRANE
AutoCAD SHX Text
IMPERMEABLE MEMBRANE
AutoCAD SHX Text ANTICIPATED WATER SURFACE ELEVATION ~ 941 TO 942 AT TIME OF COFFERDAM INSTALLATION.
AutoCAD SHX Text UPSTREAM WATER SURFACE ELEVATION WILL INCREASE AFTER COFFERDAM INSTALLATION AND DURING HIGH WATER EVENTS.
AutoCAD SHX Text
ADDITIONAL BAG(S) AT CONTRACTOR'S OPTION (INCIDENTAL, NO ADDITIONAL PAYMENT)
AutoCAD SHX Text
EL. 947 TOP OF COFFERDAM (MIN)
AutoCAD SHX Text
APPROX. 3'X3' GRAVEL-FILLED SUPER-SACKS
AutoCAD SHX Text
MINOR SURFACE LEVELING TO FACILITATE GOOD CONTACT BETWEEN SACKS AND RIVER BED
AutoCAD SHX Text MONITOR TOE OF COFFERDAM FOR BOILS AND EXCESS SEEPAGE ADD ADDITIONAL SUPER-SACKS ALONG TOE AS NEEDED
AutoCAD SHX Text P
AutoCAD SHX Text PUMPS DISCHARGE TO CHANNEL UPSTREAM OF COFFERDAM, THROUGH FISH LADDER, AND/OR OVER DAM.
AutoCAD SHX Text
RIVER BED (ELEVATION VARIES) THALWEG ELEV ~ 935 (SEE COFFERDAM PROFILE SHEET C3)
AutoCAD SHX Text CLOSE FISH LADDER GATES DURING COFFERDAM INSTALLATION TO MAINTAIN WATER SURFACE DOWNSTREAM OF COFFERDAM AT THE DAM CREST ELEVATION. WHEN COFFERDAM INSTALLATION IS COMPLETE, DEWATER AREA DOWNSTREAM OF COFFERDAM SLOWLY USING THE FISH LADDERS SLUICE GATE OR PUMPS. (SEE NOTE 9)
AutoCAD SHX Text
EL. 940.5 EXISTING CREST
AutoCAD SHX Text NOTES: 1. CONSTRUCT COFFERDAMS AT THE LOCATIONS SHOWN ON CONSTRUCT COFFERDAMS AT THE LOCATIONS SHOWN ON SHEETS C2 AND C3 WITH EQUIPMENT OPERATING FROM A BARGE AND SUPPLEMENTED WITH (AT CONTRACTORS DISCRETION) EQUIPMENT OPERATING FROM THE ISLAND. 2. DESIGN (E.G., NUMBER, LOCATION AND TYPE) OF BARGE DESIGN (E.G., NUMBER, LOCATION AND TYPE) OF BARGE ANCHORS IS THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR MUST DEFINE INTENDED BARGE ANCHORS IN THEIR DEWATERING AND STREAM DIVERSION PLAN. 3. INCLUDE SUPER-SACK MANUFACTURER AND LINER (IF INCLUDE SUPER-SACK MANUFACTURER AND LINER (IF USED) IN CONTRACTOR'S DEWATERING AND STREAM DIVERSION PLAN. 4. SUPER-SACK SIZES SHOWN ARE NOMINAL DIMENSIONS AND SUPER-SACK SIZES SHOWN ARE NOMINAL DIMENSIONS AND MAY VARY BY MANUFACTURER.. ALTERNATE SIZES ARE ALLOWED. 5. MONITOR WATER SURFACE ELEVATION UPSTREAM OF MONITOR WATER SURFACE ELEVATION UPSTREAM OF COFFERDAM FOR CHANGES IN ELEVATION. 6. BOTTOM ROW OF SUPER-SACKS ALWAYS HAS FIVE BAGS BOTTOM ROW OF SUPER-SACKS ALWAYS HAS FIVE BAGS WIDE. NUMBER OF TIERS OF BAGS MAY DECREASE WITH INCREASING RIVER BED ELEVATION. 7. OWNER MAKES NO GUARANTEE OF WATER SURFACE. OWNER MAKES NO GUARANTEE OF WATER SURFACE. 8. FILL SUPER-SACKS WITH CLEAN GRAVEL AGGREGATE INFILL FILL SUPER-SACKS WITH CLEAN GRAVEL AGGREGATE INFILL FROM OFF-SITE SOURCES. OFF-SITE DISPOSAL OF INFILL MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR. 9. COORDINATE FISH LADDER GATE OPERATIONS WITH BOR COORDINATE FISH LADDER GATE OPERATIONS WITH BOR PERSONNEL; CONTRACTOR IS NOT AUTHORIZED TO OPEN/CLOSE FISH LADDER GATES.
AutoCAD SHX Text
10' MIN
AutoCAD SHX Text
10' MIN
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
EL. 940 EXISTING CREST
AutoCAD SHX Text
EL. 944 TOP OF COFFERDAM
AutoCAD SHX Text
EL. 934 THALWEG
AutoCAD SHX Text RIVER BED ELEVATION AND SLOPE ARE UNKNOWN IMMEDIATELY UPSTREAM OF DIVERSION AND EXPECTED TO VARY. ELEVATION MAY BE LOWER NEAR THE FISH LADDERS.
AutoCAD SHX Text THALWEG ELEV. APPROX. 80 FT. UPSTREAM OF EAST DIVERSION. SPILLWAY IS APPROX. ELEV ~ 934 SEE BATHYMETRY PROFILE SHEET C2
AutoCAD SHX Text ANTICIPATED WATER SURFACE ELEVATION ~ 941 TO 942 AT TIME OF COFFERDAM INSTALLATION.
AutoCAD SHX Text UPSTREAM WATER SURFACE ELEVATION WILL INCREASE AFTER COFFERDAM INSTALLATION AND WATER MAY FLOW AROUND COFFERDAM TO EAST AND OVER EAST PORTION OF EAST SPILLWAY AND/OR OVER THE NOTCH BETWEEN THE DIVERSIONS, INUNDATING PORTIONS OF THE ISLAND.
AutoCAD SHX Text
MINOR SURFACE LEVELING TO FACILITATE GOOD CONTACT BETWEEN SACKS AND RIVER BED
AutoCAD SHX Text
APPROX. 3'X3' GRAVEL-FILLED SUPER-SACKS
AutoCAD SHX Text
IMPERMEABLE MEMBRANE (NO UPSTREAM RUNOUT)
AutoCAD SHX Text NUMBER OF COFFERDAM TIERS NEEDED IS UNKNOWN AND LIKELY TO VARY OVER THE COFFERDAM LENGTH
AutoCAD SHX Text
EL. ~ 925.5 EXISTING CONCRETE APRON
AutoCAD SHX Text DEWATER POOL DOWNSTREAM OF EAST SPILLWAY TO FACILITATE VISUAL INSPECTION OF AND CONCRETE CORES ON SPILLWAY FACE AND APRON. IF POOL CANNOT BE COMPLETELY DEWATERED, PERFORM A DIVE INSPECTION OF BELOW WATER AREAS. (SEE SHEET C2)
AutoCAD SHX Text P
AutoCAD SHX Text EXISTING ROCK WEIR. CONTRACTOR MAY ADJUST A FEW ROCKS TO HELP FACILITATE DEWATERING.
AutoCAD SHX Text
EL. ~ 932.5 ROCK WEIR
AutoCAD SHX Text
SCREENED PUMP INTAKE
AutoCAD SHX Text NOTE: 1. REMOVE TREES FROM EAST DIVERSION SPILLWAY WHICH REMOVE TREES FROM EAST DIVERSION SPILLWAY WHICH ARE IN CONFLIT WITH THE COFFERDAM INSTALLATION.
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
EL. UNKNOWN (LIKELY > 950 CABLE CAR CABLE
AutoCAD SHX Text LOCATION APPROXIMATE. CONTRACTOR TO PRESERVE AND PROTECT EXISTING CABLE CAR CABLE.
AutoCAD SHX Text P
AutoCAD SHX Text
ALL PUMP INTAKES ARE SCREENED
AutoCAD SHX Text
SEE NOTES THIS SHEET FOR INFILL MATERIALS (TYP)
AutoCAD SHX Text
SEE NOTES THIS SHEET FOR INFILL MATERIALS (TYP)
AutoCAD SHX Text
EXISTING ELEVATION AND DIMENSIONS ARE UNKNOWN
AutoCAD SHX Text A SPECIFIED EMPHASIS OF THE INSPECTION/DIVE INSPECTION IS TO DETERMINE THE CONDITION OF THE APRON AND POTENTIAL SCOUR/UNDERMINING
AutoCAD SHX Text
ADDITIONAL BAG(S) AT CONTRACTOR'S OPTION (INCIDENTAL, NO ADDITIONAL PAYMENT)
AutoCAD SHX Text
SHEET
AutoCAD SHX Text J:\26\12416-01\76CAD\Civil\HeadworksRehab_Fall2021\SC-CS-DT-12416-02.dwg PLOT DATE 2021-12-31 11:47 SAVED DATE 2021-12-31 10:13 USER: jsvaleson PLOT DATE 2021-12-31 11:47 SAVED DATE 2021-12-31 10:13 USER: jsvaleson 2021-12-31 11:47 SAVED DATE 2021-12-31 10:13 USER: jsvaleson 11:47 SAVED DATE 2021-12-31 10:13 USER: jsvaleson 11:47 SAVED DATE 2021-12-31 10:13 USER: jsvaleson SAVED DATE 2021-12-31 10:13 USER: jsvaleson 2021-12-31 10:13 USER: jsvaleson 10:13 USER: jsvaleson 10:13 USER: jsvaleson USER: jsvaleson jsvaleson
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text 12/31/2021
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
REV
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
BY
AutoCAD SHX Text
SHEET
AutoCAD SHX Text J:\26\12416-01\76CAD\Civil\HeadworksRehab_Fall2021\SC-CS-DT-12416-02.dwg PLOT DATE 2021-12-31 11:47 SAVED DATE 2021-12-31 10:13 USER: jsvaleson PLOT DATE 2021-12-31 11:47 SAVED DATE 2021-12-31 10:13 USER: jsvaleson 2021-12-31 11:47 SAVED DATE 2021-12-31 10:13 USER: jsvaleson 11:47 SAVED DATE 2021-12-31 10:13 USER: jsvaleson 11:47 SAVED DATE 2021-12-31 10:13 USER: jsvaleson SAVED DATE 2021-12-31 10:13 USER: jsvaleson 2021-12-31 10:13 USER: jsvaleson 10:13 USER: jsvaleson 10:13 USER: jsvaleson USER: jsvaleson jsvaleson
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text 4626.12416.02
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
REV
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
BY
AutoCAD SHX Text c
AutoCAD SHX Text
DOWL 2021
V
IS
IO
N
S
R E
V D
A T
E D
E S
C R
IP
T
IO
N
B Y
-6
-6
N n d
S tr e e t, B ill in g s
M o n ta n a
W W
W .D
O W
L .C
O M
PROJECT
DATE
SHEET
DOWL 2021c
J
\1
-0
\7
C A
D \R e v it\
W a p a to -H
D W
K S
-R E
H A
B .r v t
GS1
S T
R U
C T
U R
A L G
E N
E R
A L
N O
T E
S
06/30/2021
4626.12416.02
Y A
K
IM
A C
O U
N T
Y
W A
S H
IN
G
T O
N
W A
P A
T O
H E
A D
W O
R K
S R
E H
A B
IL
IT
A T
IO
N
A P P R O V E D
FO
R
B
ID
D
IN
G
GOVERNING CODES, SPECIFICATIONS AND STANDARDS
A. MATERIALS, FABRICATION AND CONSTRUCTION SHALL COMPLY WITH THESE NOTES AND REFERENCED
CODES, SPECIFICATIONS AND STANDARDS.
a. PROJECT NOTE: INTENT IS NOT TO RESTORE THE HEADWORKS STRUCTURE TO ORIGINAL CONDITION
OR BRING UP TO CURRENT CODE COMPLIANCE, SEE SECTION “CONCRETE REHABILITATION
STRATEGY”, BUT MATERIALS, FABRICATION AND CONSTRUCTION OF REPAIR AREAS SHALL COMPLY
WITH REFERENCES OUTLINED HEREIN.
b. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318-14
c. OCCUPATIONAL HEALTH & SAFETY ADMINISTRATION (OSHA) SAFETY STANDARDS
DESIGN LOADS AND CRITERIA
A. DEAD LOAD
a. SELF-WEIGHT OF STRUCTURE
b. FIXED EQUIPMENT: WEIGHTS/SUPPORT REACTIONS AS CERTIFIED BY THE MANUFACTURER.
c. COLLATERAL: N/A TO REPAIR WORK SCOPE
B. FLUID LOADS
a. HYDROSTATIC PRESSURE, SPECIFIC GRAVITY = 1.0
b. HYDRODYNAMIC LOADS: ADD 2.0’ OF HYDROSTATIC SURCHARE
C. LIVE LOAD
a. HEADWORKS OPERATING FLOOR = 100 PSF UNIFORM
D. SNOW, WIND & SEISMIC LOADS
a. N/A TO REPAIR WORK SCOPE
PROJECT CONDITIONS
A. EXISTING CONDITIONS
a. DIMENSIONS, ELEVATIONS AND DETAILS OF EXISTING CONSTRUCTION HAVE BEEN OBTAINED FROM
ORIGINAL CONSTRUCTION DOCUMENTS AND/OR OTHER DOCUMENTATION OR OBSERVATIONS THAT
MAY OR MAY NOT ACCURATELY REFLECT AS-CONSTRUCTED CONDITIONS. THE CONSTRUCTOR MUST
VERIFY ALL EXISTING CONDITIONS NECESSARY TO PROPERLY COORDINATE NEW CONSTRUCTION
WITH EXISTING CONDITIONS.
b. THE CONSTRUCTOR SHALL NOTIFY THE ENGINEER OR OWNER’S REPRESENTATIVE OF ANY VARIATIONS IN THE DETAILS, DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION THAT DON’T
NOT CORRELATE WITH INFORMATION ON THESE DRAWINGS.
B. CLEAN AND PREPARE ALL EXISTING SURFACES THAT WILL BE IN CONTACT WITH NEW CONSTRUCTION AS
INDICATED AND AS ACCEPTABLE TO ENGINEER OR OWNER’S REPRESENTATIVE.
C. PROTECT EXISTING STRUCTURES, EQUIPMENT AND ALL OTHER ASSETS FROM DAMAGE DURING NEW
CONSTRUCTION.
D. THE CONSTRUCTOR IS RESPONSIBLE TO FURNISH AND INSTALL TEMPORARY SHORING OR BRACING AS NECESSARY TO PROVIDE SUPPORT AND STABILITY OF EXISTING STRUCTURES DURING DEMOLITION AND
NEW CONSTRUCTION.
INSPECTIONS
A. CONCRETE
a. FULL TIME INSPECTION OF ANCHOR RODS AND OTHER EMBEDDED ITEMS.
b. PERIODIC INSPECTION OF REINFORCEMENT BEFORE CONCRETE IS PLACED.
c. FULL TIME INSPECTION DURING MIXING AND PLACEMENT OF CONCRETE REPAIRS, INCLUDING
SAMPLING.
d. PERIOD INSPECTION OF CONCRETE REPAIR PROTECTION AND CURING.
CONCRETE GENERAL
A. REFERENCE DOCUMENTS
a. ACI 301 “SPECIFICATIONS FOR STRUCTURAL CONCRETE”
b. ACI 318 “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE”
c. ACI 315 “DETAILS AND DETAILING OF CONCRETE REINFORCMENT”
d. ACI 347 “GUIDE TO FORMWORK FOR CONCRETE”
e. ACI 308.1 “SPECIFICATIONS FOR CURING CONCRETE”
f. ASTM C94 “STANDARD SPECIFICATION FOR REDI-MIX CONCRETE”
B. CONCRETE MIX – KEY PARAMETERS
a. 28 DAY COMPRESSIVE STRENGTH f’c = 4,500 PSI
b. MAXIMUM WATER/CEMENTITIOUS RATIO = 0.45
c. TOTAL AIR CONTENT = 6.0%, + 1.5%
d. NOMINAL MAXIMUM AGGREGATE SIZE = ¾” (ASTM C33, #67)
e. SLUMP RANGE = 4” TO 7” (FOR REPAIR/RESTORATION)
C. CONCRETE MATERIALS
a. PORTLAND CEMENT, ASTM C150 W/ OPTIONAL REQUIRMENTS, TYPE I/II
b. NORMAL WEIGTH AGGREGATES, ASTM C33, CLASS 4S
c. AIR-ENTRAINING ADMIXTURE, ASTM C260
d. WATER-REDUCING ADMIXTURE, ASTM C494
D. REINFORCING STEEL
a. REINFORCING STEEL, ASTM A615, GRADE 60 DEFORMED BARS
b. REINFORCING BAR LAPS ‘TOP BARS’ ARE HORIZONTAL BARS WITH MORE THAN 12” OF CONCRETE CAST BELOW THE BAR.
c. PROVIDE BAR SUPPORTS TO PROPERLY SECURE AND SUPPORT REINFORCING BARS DURING
CONCRETE PLACMENT AT POSITIONS SPECIFIED. PER CRSI MANUAL OF STANDARD PRACTICE.
E. ANCHOR RODS
a. ASTM F1554 GR 55, WELDABLE W/ WASHER TYPE AS INDICATED AND HEAVY HEX NUT(S).
CONCRETE REHABILITATION STRATEGY
THE EXTENT AND LEVEL OF CONCRETE REHABILITATION EXECUTED WITHIN THIS WORK SCOPE IS LIMITED TO COMPONENTS OR AREAS DEEMED ESSENTIAL TO HEADWORKS OPERATION OR OVERALL STABILITY WITHIN A TEN-YEAR FORECAST. THAT IS, REHABILITATION MEASURES ARE CONFINED TO AREAS OF SEVERE DETERIORATION THAT COMPROMISE NEAR-TERM FUNCTION AND ARE TEMPORARY IN NATURE. STUDIES FOR A
COMPREHENSIVE REHABILITATION PLAN ARE IN PROGRESS.
CONCRETE REPAIR / REHABILITATION
WHILE AREAS AND APPROXIMATE LIMITS OF COMPONENTS OR AREAS TO RECEIVE CONCRETE REPAIR ARE SHOWN GRAPHICALLY ON THESE PLANS, THEY PROVIDE A BID BASIS ONLY. ACTUAL EXTENTS WILL BE DEFINED IN THE FIELD BY THE OWNER’S REPRESENTATIVE BASED ON CONDITIONS OBSERVED AT TIME OF
REHABILITATION.
A. CONCRETE REMOVAL & SURFACE PREPARATION
a. SAW CUT PERIMETER OF REPAIR AREA 1” DEEP.
b. REMOVE SEVERELY DETERIORATED CONCRETE TO *SOUND (LESS DETERIORATED) CONCRETE BY
MEANS OF HAND-HELD CHIPPING TOOLS. CHIPPING TOOLS SHALL BE CATEGORIZED AS LIGHT
DUTY, BLOW ENERGY LIMITED SUCH AS TOOLS IN THE 12-15 LBS. CLASS.
*SOUND CONCRETE FOR THIS REPAIR STRATEGY MAY EXHIBIT SOME LEVEL OF DETERIORATION AS
DEEMED ACCEPTABLE BY THE OWNER’S REPRESENTATIVE.
c. REPAIR SURFACE AREA TO BE ROUGHENED TO AT LEAST ¼” AMPLITUDE AND OF SUFFICIENT DEPTH TO PROVIDE A MINIMUM REPAIR THICKNESS OF ¾” FOR TROWELED OR 1 ½” FOR PLACED
MATERIALS.
d. LEAVE EXISTING REINFORCING THAT IS NOT SEVERELY CORRODED TO THE EXTENT POSSIBLE.
REMOVE SEVERELY CORRODED REINFORCING THAT EXHIBITS MORE THAN 50% SECTION LOSS OR
IS HEAVILY PITTED.
e. CLEAN SURFACE WITH WATER JET OR COMPRESSED AIR.
f. PRE-WET PREPARED CONCRETE SURFACE WITH POTABLE WATER TO SATURATED SURFACE DRY
CONDITION (SSD), SCRUB SURFACE AND COAT ORIGINAL REINFORCING WITH A CEMENTITIOUS
BONDING AGENT THAT INCLUDES A REINFORCEMENT CORROSION INHIBITING ADMIXTURE SUCH AS
SIKA ARMATEC 1C BY SIKA USA.
B. CONCRETE REPAIR MATERIALS
a. TROWELED REPAIR SECTION ¾” UP TO 2” THICKNESS (TWO LIFTS): PRE-BLENDED, TWO
COMPONENT, POLYMER MODIFIED CEMENTITIOUS TROWEL GRADE MORTAR/GROUT WITH FREEZE-
THAW RESISTANCE AND CORROSION INHIBITOR THAT EXHIBITS A 7-DAY COMPRESSIVE STRENGTH
OF 4,500 PSI SUCH AS SIKATOP-122 PLUS BY SIKA USA.
b. PLACED (FORMED) REPAIR SECTION 1 ½” UP TO *8” IN THICKNESS: PRE-BLENDED, SINGLE
COMPONENT, CEMENTITIOUS, AIR-ENTRAINED CONCRETE MIX (CONTAINS BLENDED COARSE
AGGREGATE) WITH CORROSION INHIBITOR THAT EXHIBITS A 7-DAY COMPRESSIVE STRENGTH OF
4,500 PSI SUCH AS SIKACRETE-100 CL BY SIKA USA.
(*THICKNESS MAY BE INCREASED WHEN MIX IS EXTENDED WITH 3/8” AGGREGATE.)
c. PLACED (FORMED) REPAIR SECTION 4” THICKNESS AND ABOVE: CEMENTITIOUS, AIR-ENTRAINED
REDI-MIX CONCRETE WITH A WATER/CEMENTITIOUS RATIO LIMIT OF 0.45 AND CORROSION
INHIBITING ADMIXTURE THAT EXHIBITS A 7-DAY COMPRESSIVE STRENGTH OF 4,500 PSI.
d. MIX, PLACE AND CONSOLIDATE MATERIALS IN ACCORDANCE WITH REPAIR MATERIAL
MANUFACTURER’S INSTRUCTIONS.
C. REINFORCING REPAIR MATERIALS
a. REINFORCING STEEL (REBAR) PER ASTM A615 GRADE 60, BARE
b. INJECTABLE EPOXY DOWEL ADHESIVE SUCH AS HIT-RE 500 V3 BY HILTI
D. REPAIR AREA CURING & PROTECTION
a. PROTECT AND MOIST CURE CONCRETE REPAIR SURFACES IMMEDIATELY AFTER PLACEMENT FOR
A DURATION OF THREE DAYS IN ACCORDANCE WITH REPAIR MATERIAL MANUFACTURER’S
INSTRUCTIONS AND/OR ACI 308.1 SPECIFICATION FOR CURING CONCRETE (MOIST CURE).
STRUCTURAL STEEL
A. REFERENCE DOCUMENTS
a. AISC 360 “SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS”
b. AISC 303 “CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES”
c. AWS D1.1 “STRUCTURAL WELDING CODE – STEEL”
d. OSHA 29 CFR 1926
B. DETAILING, FABRICATION, AND INSTALLATION SHALL BE IN ACCORDANCE WITH REFERENCES LISTED.
C. STEEL MATERIALS
a. PLATES, BARS, ANGLES, AND CHANNELS: ASTM A36, FY=36 KSI
D. FASTENERS
a. COMMON BOLTS: ASTM A307 GR. A, FU=50 KSI, GALVANIZED FINISH
b. WELD FILLER METAL: LOW HYDROGEN PER AWS D1.1 FOR CARBON STEEL, FU = 70 KSI
c. ANCHOR RODS: SEE CONCRETE SECTION
E. ALL STRUCTURAL STEEL AND FASTENERS SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM F2329 RESPECTIVELY UNLESS NOTED AS ‘BARE’ OR ‘NO-COATING’ ON PLANS.
F. WELDING SHALL CONFORM TO AWS D1.1 AND BE PERFORMED BY WELDERS QUALIFIED BY THE
APPROPRIATE AWS TEST FOR THE WELD METHOD AND DETAIL PERFORMED.
G. ALL RE-ENTRANT CORNERS SHALL BE SMOOTH/NOTCH FREE WITH A MINIMUM ½ INCH RADIUS.
FIXED EQUIPMENT INSTALLATION
A. OPENINGS AND LAYOUT SHOWN ON THESE DRAWINGS DETAILS PERTAINING TO GATE EQUIPMENT SHALL BE VERIFIED AND ALL STRUCTURAL DIMENSIONS AND INSTALLATION COORDINATED BY THE CONSTRUCTOR WITH THE ACTUAL EQUIPMENT FURNISHED TO THE PROJECT. (SEE DRAWINGS FOR
DESIGN BASIS, I.E. EQUIPMENT MAKE AND MODEL USED IN DESIGN.)
STRUCTURAL GENERAL NOTES
REINFORCING BAR LAP SCHEDULE
#4
#5
1'-10"
2'-4"
1'-4"
1'-10"
8"
10"
REBAR SIZE HORIZ. "TOP BAR" LAP LENGTH OTHER LAP LENGTH STD HOOK EMBEDMENT
NOTES:
1. REFER TO ORIGINAL AND SUPPLEMENTAL DESIGN DRAWINGS
FOR ADDITIONAL ARRANGEMENTS AND DIMENSIONS.
DIMENSIONS SHOWN ARE APPROXIMATE.
2. ELEVATIONS NOTED HERE ARE BASED ON ORIGINAL
DRAWINGS DATED DEC. 1916.
3. NEW GATE EQUIPMENT REFERENCE: WATERMAN INDUSTRIES
DRAWINGS RB-13-0619 (CANAL) AND 0620 (SLUICEWAY) FOR NEW
WATER GATE REPLACEMENT PARTS. GATES C1-C6 ARE CANAL
GATES. GATE S1 AND S2 ARE SLUICEWAY GATES.
~ 13' - 11 1/2" ~ 7' - 7" ~ 7' - 7" ~ 7' - 7" ~ 7' - 7" ~ 7' - 7" ~ 6' - 5 1/2"
GATE #C1
GATE #C2
GATE #C3
GATE #C4
GATE #C5
GATE #C6
GATE #S2
GATE #S1
/2
~ 10"
S7
OPERATING FLOOR EL=947.0'
FLOOR SLOT /
PENETRATION AT
GATE STEM (TYP.)
SEE SHT. C7
WEST CHANNEL
YAKIMA RIVER
WIP
CANALEXTERIOR WALKWAY
/4
C A
N A
L
G
E
M S
S7
SLUICEWAY
GATE STEMS
~ 1' - 3 3/4"
/4
~ 4 1/4"
(EXISTING TRASH RACK NOT SHOWN)
EXISTING DOOR SCHEDULE (OPERATING FLOOR)
DOOR
MARK NO.
DOOR OPENING SIZE (NOM.)
REMARKS
WIDTH HEIGHT
A
B
C
D
E
F
2' - 10"
2' - 6"
3' - 9"
2' - 6"
2' - 0"
3' - 2"
6' - 6"
6' - 5"
6' - 8"
6' - 8"
7' - 0"
6' - 9"
EXTERIOR DOOR IN CONCRETE WALL, ORIGINAL DWGS
SHOW 4'-0" ROUGH OPENING - CONSTRUCTOR MAY REMOVE
AND REPLACE DOOR FOR WIDER ACCESS
INTERIOR DOOR IN FRAMED WALL - CONSTRUCTOR MAY
REMOVE AND REPLACE DOOR FOR WIDER ACCESS
SLIDING DOOR (2" BRACKET PROTUSION)
INACCESSIBLE
A
B
D E
C
F
CONCRETE
DOOR PAD
(AT GRADE)
NOTE:
DOOR TYPE IS SINGLE PANEL PINNED HINGE EXCEPT MARK NO. C WHICH IS A SLIDING PANEL.
WOOD FRAMED
INTERIOR WALL
REMOVE AND REPLACE EXISTING
SLUICEWAY GATES (S1 AND S2) PEDESTALS,
ACUATORS, AND GATE STEMS. OWNER
SUPPLIED EQUIPMENT.
REMOVE AND REPLACE EXISTING
CANAL GATES (C1 THRU C6) PEDESTALS,
ACUATORS, AND GATE STEMS. OWNER
SUPPLIED EQUIPMENT.
R E
V
IS
IO
N
S
R E
V D
A T
E D
E S
C R
IP
T
IO
N
B Y
-6
-6
N n d
S tr e e t, B ill in g s
M o n ta n a
W W
W .D
O W
L .C
O M
PROJECT
DATE
SHEET
DOWL 2021c
J
\1
-0
\7
C A
D \R e v it\
W a p a to -H
D W
K S
-R E
H A
B .r v t
S1
E X
IS
T
IN
G
G A
T E
H O
U S
E O
P E
R A
T
IN
G F
L O
O R
P L A
N
06/30/2021
4626.12416.02
Y A
K
IM
A C
O U
N T
Y
W A
S H
IN
G
T O
N
W A
P A
T O
H E
A D
W O
R K
S R
E H
A B
IL
IT
A T
IO
N
A P P R O V E D
FO
R
B
ID
D
IN
G
1 1 2 scale feet
0 76543
3/8" = 1' - 0"
(6) LOC.
(2) LOC.
1 PLAN
OPERATING FLOOR PLAN
S3
B S3
C S4
D S4
S5
NOTES:
1. REFER TO ORIGINAL AND SUPPLEMENTAL DESIGN DRAWINGS FOR
ADDITIONAL ARRANGEMENTS AND DIMENSIONS. DIMENSIONS SHOWN
ARE APPROXIMATE.
2. ELEVATIONS NOTED HERE ARE BASED ON ORIGINAL DRAWINGS
DATED DEC. 1916.
3. THIS PLAN IS CUT BELOW OPERATING FLOOR AT ELEVATION 946.0'.
4. LINEWORK REPRESENTS ORIGINAL CONSTRUCTION. CURRENT
CONCRETE DETERIORATION OR REHABILITATION IS NOT GRAPHICALLY
SHOWN. REHABILITATION LIMITS MATCH ORIGINAL CONSTRUCTION
UNLESS SHOWN OTHERWISE.
5. REFERENCE THE "MAIN DIVERSION INSPECTION" REPORT BY GLOBAL
DIVING & SALVAGE FOR THE CONDITIONS SURVEY PERFORMED NOV.
2014.
6. REFERENCE WATERMAN INDUSTRIES DRAWINGS RB-13-0619 (CANAL)
AND 0620 (SLUICEWAY) FOR NEW WATER GATE REPLACEMENT PARTS.
7. SEE DRAWING SHEET S6 FOR CONCRETE REHABILITATION
STRATEGY NOTES (WITHIN STRUCTURAL GENERAL NOTES). GIVEN THE
TEMPORARY NATURE OF REPAIRS, PENDING RE-CONSTRUCTION,
SOME ITEMS WILL BE LEFT AS-IS.
WEST CHANNEL
YAKIMA RIVER
WIP
CANAL
GATE #C1
GATE #C2
GATE #C3
GATE #C4
GATE #C5
GATE #C6
GATE #S2
GATE #S1
(TYP.)
~1' - 0"
(TYP.)
~6' - 7"
(T Y
P
DIVIDER WALL/GATE
PIER, TYP:
NO REPAIR
LEAVE AS-IS
UNLESS FIELD
DISCOVERY
DICTATES
OTHERWISE
CANAL
GATE
STEMS
CANAL GATE
HEADWALL
(TYP.)
CONCRETE BEAM:
NO REPAIR -
LEAVE AS-IS
UNLESS FIELD
DISCOVERY
DICTATES
OTHERWISE
SLUICEWAY GATE
HEADWALL (TYP.)
DIVIDER
WALL/GATE
PIER, TYP.
SLUICEWAY
GATE STEMS
APPROXIMATE STEEL PLATE
AND CONDUIT ENCASEMENT.
(EXACT CONFIGURATION
UNKNOWN)
NO REPAIR
LEAVE AS-IS
UNLESS FIELD
DISCOVERY
DICTATES
OTHERWISE
NO REPAIR
LEAVE AS-IS
UNLESS FIELD
DISCOVERY
DICTATES
OTHERWISE
CONCRETE
BEAM
CANAL
PIER NOSE
REPAIR
(5) LOC.
S5
SLUICEWAY PIER
NOSE REPAIR,
UPSTREAM HEADWALL
SURFACE REPAIRS
HEADWALL
RESTORATION
INCLUDES
THICKENING ABOVE
GATES
S5
S5
S5
STOP LOG
NOTCH
REPAIR
S5
STOP LOG
NOTCH
REPAIR
R E
V
IS
IO
N
S
R E
V D
A T
E D
E S
C R
IP
T
IO
N
B Y
-6
-6
N n d
S tr e e t, B ill in g s
M o n ta n a
W W
W .D
O W
L .C
O M
PROJECT
DATE
SHEET
DOWL 2021c
J
\1
-0
\7
C A
D \R e v it\
W a p a to -H
D W
K S
-R E
H A
B .r v t
S2
H E
A D
W O
R K
S C
O N
C R
E T
E R
E H
A B
IL
IA
T
IO
N P
L A
N
06/30/2021
4626.12416.02
Y A
K
IM
A C
O U
N T
Y
W A
S H
IN
G
T O
N
W A
P A
T O
H E
A D
W O
R K
S R
E H
A B
IL
IT
A T
IO
N
A P P R O V E D
FO
R
B
ID
D
IN
G
1 1 2 scale feet
0 76543
3/8" = 1' - 0"
1 PLAN
CONCRETE REHABILITATION
OPERATING
FLOOR
EL=947.0'
GATE HEADWALL-
SURFACE REPAIR
AREAS VARY.
(NOT SHOWN)
CANAL
GATE
DIVIDER
WALLS/GATE
PIER (TYP.)
EL=925.0'
G A
T E
O P
E N
IN
G
D O
W N
S T
R E
A M
H E
A D
W A
L L
R E
S T
O R
A T
IO
N
S7 E
CANAL
GATE
STEMS
EXTERIOR
WALKWAY
CONCRETE
BEAM
SEE WATERMAN
DRAWINGS FOR
NEW GATE STEM
AND STEM
GUIDES
S6
~2' - 0" x 6' - 7"
CONCRETE
SURFACE REPAIR
AT GATES C1 & C3
DIVIDER
WALLS/GATE
PEIRS (TYP.)
EXISTING GATE
AND GUIDES TO
REMAIN IN
SERVICE
EL=921.5'
CONC. FLOOR
~ 1' - 0"
GATE
HEADWALL
S6
~1' - 6" x 6' - 7"
CONCRETE
SURFACE REPAIR
AT GATE C5
S6
G A
T E
O P
E N
IN
G
BASE SLAB EL= 925.0'
DIVIDER WALL BASE
DETERIORATION:
NO REPAIR
LEAVE AS-IS UNLESS
FIELD DISCOVERY
DICTATES OTHERWISE
EL=937.0'
CONCRETE BEAM:
NO REPAIR
LEAVE AS-IS UNLESS
FIELD DISCOVERY
DICTATES OTHERWISE
NOTE:
RAILING POST ANCHORAGES
ARE DETERIORATED AND
DEEMED UNSAFE.
EXTERIOR
WALKWAY
OPERATING
FLOOR
EL=947.0'
GATE HOUSE
(CONC. WALL)
HEADWALL
RESTORATION AT
ALL CANAL GATES
S5
PIER NOSE REPAIR
(OPPOSITE HAND)
WIP
CANAL
GATE ACTUATORS AND
PEDESTAL NOT SHOWN.
REMOVE AND REPLACE
GATE PEDESTALS,
ACTUATORS AND STEMS.
OWNER SUPPLIED
EQUIPMENT.
R E
V
IS
IO
N
S
R E
V D
A T
E D
E S
C R
IP
T
IO
N
B Y
-6
-6
N n d
S tr e e t, B ill in g s
M o n ta n a
W W
W .D
O W
L .C
O M
PROJECT
DATE
SHEET
DOWL 2021c
J
\1
-0
\7
C A
D \R e v it\
W a p a to -H
D W
K S
-R E
H A
B .r v t
S3
H E
A D
W O
R K
S C
O N
C R
E T
E R
E H
A B
IL
IT
A T
IO
N
S E
C T
IO
N
S
06/30/2021
4626.12416.02
Y A
K
IM
A C
O U
N T
Y
W A
S H
IN
G
T O
N
W A
P A
T O
H E
A D
W O
R K
S R
E H
A B
IL
IT
A T
IO
N
A P P R O V E D
FO
R
B
ID
D
IN
G
SECTION
B
TYPICAL CANAL GATE HEADWALL
RESTORATION
SECTION
A
TYPICAL CANAL GATE HEADWALL
REPAIRS
1 1 2 5 scale feet
0 3 4
1/2" = 1' - 0" 1 1 2 5 scale feet
0 3 4
1/2" = 1' - 0"
S7
SLUICEWAY
GATE
STEMS
EXTERIOR
WALKWAY
CONCRETE
BEAM
SEE WATERMAN
DRAWINGS FOR
NEW GATE STEM
AND STEM
GUIDES
S6
~3' - 0" x 6' - 7"
CONCRETE SURFACE
REPAIR AT GATE S1
DIVIDER
WALLS/GATE
PEIRS (TYP.)
EXISTING GATE
AND GUIDES TO
REMAIN IN
SERVICE
EL=921.5'
CONC. FLOOR
GATE
HEADWALL
~3' - 0" x 6' - 7"
CONCRETE SURFACE
REPAIR AT GATES S1 &
S2
S6
DIVIDER WALL BASE
DETERIORATION:
NO REPAIR
LEAVE AS-IS UNLESS
FIELD DISCOVERY
DICTATES
OTHERWISE
EL=937.0'
CONCRETE BEAM:
NO REPAIR
LEAVE AS-IS UNLESS FIELD
DISCOVERY DICTATES
OTHERWISE
OPERATING
FLOOR
EL=947.0'
GATE HOUSE
(CONC. WALL)
G A
T E
O P
E N
IN
G
S5
RIVER
CENTER PIER NOSE
REPAIR (OPPOSITE
HAND)
GATE ACTUATORS AND
PEDESTAL NOT SHOWN.
REMOVE AND REPLACE
GATE PEDESTALS,
ACTUATORS AND STEMS.
OWNER SUPPLIED
EQUIPMENT.
OPERATING
FLOOR
EL=947.0'
GATE
HEADWALL-
SURFACE
REPAIR
AREAS VARY
(NOT SHOWN)
SLUICEWAY
GATE
DIVIDER
WALLS/GATE
PIER (TYP.)
EL=921.5'
D O
W N
S T
R E
A M
H E
A D
W A
L L
R E
P A
IR
G A
T E
O P
E N
IN
G
R E
V
IS
IO
N
S
R E
V D
A T
E D
E S
C R
IP
T
IO
N
B Y
-6
-6
N n d
S tr e e t, B ill in g s
M o n ta n a
W W
W .D
O W
L .C
O M
PROJECT
DATE
SHEET
DOWL 2021c
J
\1
-0
\7
C A
D \R e v it\
W a p a to -H
D W
K S
-R E
H A
B .r v t
S4
H E
A D
W O
R K
S C
O N
C R
E T
E R
E H
A B
IL
IA
T
IO
N S
E C
T
IO
N S
06/30/2021
4626.12416.02
Y A
K
IM
A C
O U
N T
Y
W A
S H
IN
G
T O
N
W A
P A
T O
H E
A D
W O
R K
S R
E H
A B
IL
IT
A T
IO
N
A P P R O V E D
FO
R
B
ID
D
IN
G
SECTION
C
TYPICAL SLUICEWAY GATE HEADWALL
REPAIRS
SECTION
D
TYPICAL SLUICEWAY GATE HEADWALL
REPAIRS
1 1 2 5 scale feet
0 3 4
1/2" = 1' - 0"
1 1 2 scale feet
0 76543
3/8" = 1' - 0"
1' - 0" 3' - 4" CANAL UPSTREAM NOSE
3' - 7" SLUICEWAY UPSTREAM NOSE
EXISTING STOP LOG
NOTCH NOMINALLY
2 1/2" WIDE X 2"
DEEP
HEADWALL
EXISTING
GATE NOTCH
(EMBEDDED
CHANNEL)
(4) 1/2"⌀ SS-316
THRU BOLTS
WITH FLAT
WASHERS AND
HEX NUT
S T
E E
L F
O R
M
EL= FIELD DECISION
(APPROX. 2' ABOVE
WATER LINE)
ADHESIVE SET #4 REINF.
(2) VERT. & (4) HORIZ.
6" MIN. EMBED - FIELD
TRIM TO LENGTH
REDI-MIX CONCRETE
PLACEMENT
LIGHT CHIP TO LESS
DETERIORATED
CONCRETE OR BEYOND
TO CREATE RE-
CONSTRUCT CAVITY
TROWEL APPLIED
MORTAR/GROUT NOSE
AT PRE-BLENDED
CONCRETE PLACEMENT
ACCESS PORT
S5
"BUTTER" CONCRETE
SURFACES IN CONTACT WITH
STEEL FORM WITH PORTLAND
CEMENT MORTAR AND SET
FORM WHILE PLASTIC TO
PROVIDE UNIFORM CONTACT
GRIND STOP LOG
NOTCH AND FILL WITH
TROWEL APPLIED
MOTAR/GROUT FOR
SMOOTH NOTCH
TRANSITION TO/FROM
STEEL SECTION;
TYP.
1' - 0" ~ 3' - 4" CANAL
~3' - 7" SLUICEWAY
2' - 6" CANAL
2' - 9" SLUICEWAY
1' - 0" CANAL
1' - 3" SLUICEWAY
C A
N A
L
S L U
IC
E
GATE
HEADWALL
DIVIDER/PIER
WALL
STAY-IN-PLACE
STEEL FORM. SEE
DETAIL 3/S5
REDI-MIX CONCRETE
CONCRETE, RE-CONSTRUCT
W/ ADHESIVE SET
REINFORCEMENT
SAWCUT
PERIMETER
1" DEEP (TYP.
BOTH SIDES)
S5
FLOW
3"
1' - 6"
2 1/2" 3 1/2"
6" CANAL
9" SLUICEWAY
2' - 6" CANAL
2' - 9"
SLUICEWAY
L 1-1/2 x 1-1/2 x 3/16
NOSE PIECE
/1
BENT PLATE 3/16"
MIN
STOP LOG NOTCH
CUT FROM
HSS 5 x 3 x 0.250"
PLATE 3/16"
MIN.
C A
N A
L
S L
U
IC
E
(5) REQUIRED FOR CANAL GATE PIERS
(1) REQUIRED FOR SLUICEWAY GATE PIER
FLOW
SYM.
P
IE
C E
B P
IE
C
E A
11/16" DIA.
HOLES
1/8
TYP
1/8
SEAL WELD NOSE
ONE SIDE
ONLY
~ 4" ~ 2 1/2"
LIGHT CHIP DETERIORATED
EDGE AND CREATE REPAIR AREA CONCRETE
WALL
SAWCUT 1" DEEP
TROWEL APPLIED REPAIR
MOTAR/GROUT IN TWO LIFTS:
VERTICAL EXTENT APPROXIMATELY 3'-6"
(~2' ABOVE WATERLINE TO ~1'-6" BELOW)
FLOW
R E
V
IS
IO
N
S
R E
V D
A T
E D
E S
C R
IP
T
IO
N
B Y
-6
-6
N n d
S tr e e t, B ill in g s
M o n ta n a
W W
W .D
O W
L .C
O M
PROJECT
DATE
SHEET
DOWL 2021c
J
\1
-0
\7
C A
D \R e v it\
W a p a to -H
D W
K S
-R E
H A
B .r v t
S5
C O
N C
R E
T E
R E
P A
IR
D
E T
A
IL
S
06/30/2021
4626.12416.02
Y A
K
IM
A C
O U
N T
Y
W A
S H
IN
G
T O
N
W A
P A
T O
H E
A D
W O
R K
S R
E H
A B
IL
IT
A T
IO
N
A P P R O V E D
FO
R
B
ID
D
IN
G
DETAIL
ELEVATION VIEW - CANAL/SLUICEWAY
GATE PIER NOSE REPAIR
DETAIL
PLAN VIEW - CANAL/SLUICEWAY GATE
PIER NOSE REPAIR
DETAIL
PLAN VIEW - PIER NOSE STEEL FORM
0 1 scale feet
1-1/2" = 1' - 0"
0 1 scale feet
1-1/2" = 1' - 0"
0 1 scale feet
1-1/2" = 1' - 0"
NOTES:
1. SEE CONCRETE REPAIR /REHABILITATION NOTES ON
SHEET GS1; INCLUDED IN STRUCURAL GENERAL NOTES.
DETAIL
PLAN VIEW - STOP LOG NOTCH
RESTORATION
0 1 scale feet
1-1/2" = 1' - 0"
1' - 0"
EXISTING EXTENDED
GATE FRAME TO
REMAIN IN SERVICE
EXIST. REINF. IS
SINGLE CURTAIN:
(6) #5 @ 9" HORIZ. THEN
#5 @ 12" HORZ. TO TOP,
#5 @ 20" VERT.
DOWNSTREAM FACE
(TO RIVER)
SAWCUT 1" DEEP
LIGHT CHIP TO LESS
DETERIORATED
CONCRETE, 1" MIN.
TO 2" MAX. DEPTH
OVER REPAIR AREA
TROWEL
APPLIED REPAIR
MORTAR/GROUT
EL=928.0'
SAWCUT 1" DEEP
EXISTING GATE NOTCH
S6
SEE NOTE 3
EXISTING
REINFORCEMENT
VARIES
SAWCUT REPAIR
PERIMITER 1" DEEP
LIGHT CHIP TO LESS
DETERIORATED
CONCRETE, 1" MIN.
TO 2" MAX.
TROWEL APPLIED
REPAIR
MOTAR/GROUT
CONC. WALL
EITHER FACE
ORIGINAL
1' - 0"EXISTING EMBEDDED
GATE FRAME TO
REMAIN IN SERVICE
EXIST. REINF. IS SINGLE
CURTAIN:
(6) #5 @ 9" HORIZ. THEN
#5 @ 12" HORZ. TO TOP,
#5 @ 20" VERT.
REMOVE PORTIONS OF
EXPOSED REBAR THAT
ARE HEAVILY CORRODED
OR DISCONTINUOUS
DOWNSTREAM FACE
(MAIN CANAL SIDE)
SAWCUT 1" DEEP
1 1/2" CHAMFER
CLR.
2"
#4 @ 9" VERT.
ADHESIVE SET HORIZ.
LEG, EMBED VARIES
8"
(6) #5 HORZ. @ EQ.
SPACING ±, LAP W/
HORIZ. DOWELS
LIGHT CHIP TO LESS
DETERIORATED CONCRETE,
1 1/2" MIN. TO 8" MAX. DEPTH
OVER REPAIR AREA -
CREATE RECONSTRUCTED
FILL CAVITY
REDI-MIX
CONCRETE
PLACEMENT
EL=931.50'
#4 @ 9" VERT.
8"
S6
CONVENTIONAL
CONCRETE FORM AND
SHORING, OR, SEE NOTE 2
FOR ALTERNATE
EXISTING GATE
NOTCH
S6
SEE NOTE 3
RE-CONSTRUCT
1' - 4"
GATE
HEADWALL
#5 x 3'-2" DOWL TO
MATCH HORZ.
REINFORCEMENT.
DRILL & ADHESIVE
SET 7 1/2" EMBED
END DIVIDER
WALL (TYP.)
INTERIOR DIVIDER
WALL (TYP.)
#5 x 6'-0" DOWEL TO
MATCH HORIZ.
REINFORCEMENT.
DRILL THROUGH WALL
& ADHESIVE PLUG
EACH FACE WITH
REPAIR MORTAR
#5 HORIZ.
REIFORCEMENT
VERTICAL
REINFORCEMENT
NOT SHOWN
R E
V
IS
IO
N
S
R E
V D
A T
E D
E S
C R
IP
T
IO
N
B Y
-6
-6
N n d
S tr e e t, B ill in g s
M o n ta n a
W W
W .D
O W
L .C
O M
PROJECT
DATE
SHEET
DOWL 2021c
J
\1
-0
\7
C A
D \R e v it\
W a p a to -H
D W
K S
-R E
H A
B .r v t
S6
C O
N C
R E
T E
R E
P A
IR
D
E T
A
IL
S
06/30/2021
4626.12416.02
Y A
K
IM
A C
O U
N T
Y
W A
S H
IN
G
T O
N
W A
P A
T O
H E
A D
W O
R K
S R
E H
A B
IL
IT
A T
IO
N
A P P R O V E D
FO
R
B
ID
D
IN
G
DETAIL
SECTION VIEW - TYPICAL SLUICEWAY
HEADWALL SURFACE REPAIR
DETAIL
TYPICAL CONCRETE WALL SURFACE
REPAIR
0 1 scale feet
1-1/2" = 1' - 0"
0 1 scale feet
1-1/2" = 1' - 0"
NOTES:
1. SEE CONCRETE REPAIR /REHABILITATION NOTES ON SHEET GS1;
INCLUDED IN STRUCURAL GENERAL NOTES.
2. THE CONTRACTOR MAY OPT TO SUPPLY AND INSTALL STAY-IN-
PLACE STEEL FORMS FOR CANAL HEADWALL RESTORATION (WITH
FLUSH MOUNT THROUGH-BOLTS TO UPSTREAM FACE) PROVIDED
NO COST INCREASE TO CONTRACT PAY ITEMS. IF SELECTED,
SUBMIT CONTRACTOR SUPPLIED FABRICATION DETAILS TO
ENGINEER FOR REVIEW.
3. CONCRETE SURFACE REPAIR ABOVE GATE OPENING ON THE
UPSTREAM HEADWALL FACE MAY BE REQUIRED - IF SO, SEQUENCE
THIS WORK AFTER DOWNSTREAM SIDE RESTORATION.
SECTION
SECTION VIEW - CANAL HEADWALL
RESTORATION
SECTION
PARTIAL ELEVATION - CANAL HEADWALL
RESTORATION REINFORCEMENT
0 1 scale feet
1-1/2" = 1' - 0"
NOT TO SCALE
PEDESTAL BASE
SUPPLIED BY OWNER,
INSTALLED BY CONTRACTOR
(4) NEW STUDS TO
MATCH PEDESTAL
BASE MOUNTING
PATTERN
STEM
SUBPLATE SUPPLIED AND
INSTALLED BY CONTRACTOR:
SET PL ON THIN, PLASTIC,
CEMENTITIOUS GROUT BED
FOR LEVELING AND UNIFORM
CONTACT WITH FLOOR SLAB -
NOT INTENDED TO ELEVATE
THE ASSEMBLY, JUST LEVEL
AND PLUMB THE ASSEMBLY.
OPERATING
FLOOR
EL=947.00'
GATE HEADWALL
(REINF. NOT
SHOWN)
ANCHOR RODS ; CORE 1 1/2" ⌀,
SET ANCHOR POSITION AND
GROUT ANNULAR SPACE WITH
FLUID CEMENTITIOUS GROUT
OPERATING FLOOR
SLAB (REINF. NOT
SHOWN)
PL WASHER
CONCRETE BEAM
(REINF. NOT SHOWN)
S7
~ 10"
/2
/2
2' - 11"
10" 10"
NEW PEDESTAL BASE
PLATE BY OWNER
NEW SUBPLATE 1 1/2 x 35" x 2'-11" W/ (4)
1 1/4" HOLES FOR ANCHORS; ROUND
CORNERS 1 1/2" R. SUB PLATE COATING
TO BE EPOXY PAINT - SAFETY YELLOW
(4) NEW 1"⌀ ASTM F1554 GR55
ANCHOR RODS WITH FLAT
WASHER TOP, PL WASHER 3/4" X
6" ⌀ BOTTOM AND (2) HEAVY HEX
NUTS PER ROD. GALV. ASSEMBLY
11"1' - 8"
GATE
E S7
STEM
~ 1' - 3 3/4"
CONC. WALL
(4) NEW 1" x 5" ASTM F1554 GR 55
THREADED STUDS WITH FLAT
WASHER AND HEAVY HEX NUT PER
STUD (BARE) IN SUBPLATE.
CUT EXISTING ANCHOR RODS AT
THESE LOCATIONS FLUSH (0", -1/8")
WITH FLOOR SURFACE
FLOW
TYP.
2"
4" ⌀ HOLE IN SUBPLATE
FLOOR SLOT GRATING
(NOTE 1)
M
IN
/2
1/4
DRILL AND TAP SUB
PLATE FOR STUDS
1" ⌀ THREADED STUD
WITH FLAT WASHER
AND HEAVY HEX NUT
/1
R E
V
IS
IO
N
S
R E
V D
A T
E D
E S
C R
IP
T
IO
N
B Y
-6
-6
N n d
S tr e e t, B ill in g s
M o n ta n a
W W
W .D
O W
L .C
O M
PROJECT
DATE
SHEET
DOWL 2021c
J
\1
-0
\7
C A
D \R e v it\
W a p a to -H
D W
K S
-R E
H A
B .r v t
S7
P L
A N
V
IE
W -G
A T
E P
E D
E S
T A
L A
N C
H O
R A
G E
06/30/2021
4626.12416.02
Y A
K
IM
A C
O U
N T
Y
W A
S H
IN
G
T O
N
W A
P A
T O
H E
A D
W O
R K
S R
E H
A B
IL
IT
A T
IO
N
A P P R O V E D
FO
R
B
ID
D
IN
G
DETAIL
E
SECTION VIEW - TYPICAL GATE
PEDESTAL BASE ANCHORAGE
DETAIL
S7
PLAN VIEW - TYPICAL GATE PEDESTAL
BASE ANCHORAGE
0 1 scale feet
1-1/2" = 1' - 0"
1 0 1 2 scale feet1" = 1' - 0"
DETAIL
TYPICAL STUD IN SUBPLATE 0 1
scale feet
1-1/2" = 1' - 0"
NOTES:
1. REPLACE EXISTING DIAMOND PLANK GRATING THAT COVERS
FLOOR PENETRATION SLOTS EACH SIDE OF GATE ACTUATORS
WITH NEW GRATING TO FIT NEW GATE PEDESTAL SUB-PLATES.
2. FOR BID BASIS, GRATING SLOTS ARE APPROXIMATELY 1'-2" WIDE
(SPAN DIRECTION) X 1'-10" LONG EACH SIDE OF EACH GATE
PEDESTAL AND NOMINALLY 2" DEEP.
3. CONTRACTOR TO FIELD MEASURE EACH SLOT AND FABRICATE
NEW GRATING TO SUIT WITH 1/4" NOMINAL GAPS, NEW GRATING
SHALL BE SERRATED STEEL BAR GRATING WITH BANDED ENDS AND
GALVANIZED OR BLACK EPOXY PAINT COATING, TYPE W-19-4 IN
ACCORDANCE WITH ANSI MBG 531. SELECT BEARING BAR DEPTH
TO BEST FIT EXISTING NOTCH DEPTH, 1 3/4" OR 2".
4. PATCHING/LEVELING OF EXISTING SLOT NOTCH MAY BE REQUIRED
TO ENSURE PROPER GRATING FIT.
CANAL GATES
SLUICEWAY GATES
MOUNTING
POSITION
'A' OR 'C'
MOUNTING
POSITION
'B' C L E
A R
A
B
D E
C
F
(SEE NOTE 2) (SEE NOTE 2)
GATE ACTUATOR MOUNTING POSITION OPTIONS
ELEVATION VIEWS
(SEE NOTE 1)
R E
V
IS
IO
N
S
R E
V D
A T
E D
E S
C R
IP
T
IO
N
B Y
-6
-6
N n d
S tr e e t, B ill in g s
M o n ta n a
W W
W .D
O W
L .C
O M
PROJECT
DATE
SHEET
DOWL 2021c
J
\1
-0
\7
C A
D \R e v it\
W a p a to -H
D W
K S
-R E
H A
B .r v t
S8
A C
T U
A T
O R
M O
U N
T
IN
G O
P T
IO
N
S
06/30/2021
4626.12416.02
Y A
K
IM
A C
O U
N T
Y
W A
S H
IN
G
T O
N
W A
P A
T O
H E
A D
W O
R K
S R
E H
A B
IL
IT
A T
IO
N
A P P R O V E D
FO
R
B
ID
D
IN
G
(EXTERIOR WALKWAYS NOT SHOWN)
CONCRETE WALL
OPERATING FLOOR
(HEADROOM APPROXIMATELY
9'-0" MIN UNLESS NOTED
OTHERWISE)
CONCRETE WALL
(8) LOCATIONS
NEW PEDESTAL BASEPLATE, PEDESTAL
AND ACUATOR. SUPPLIED BY OWNER
AND INSTALLED BY CONTRACTOR.
* SEE SHEET S1 FOR DOOR SCHEDULE
HEADROOM APPROXIMATELY
8'-0" THIS LOCATION
SHEET NOTES:
1. GRAPHICAL VIEWS OF NEW GATE ACTUATOR MOUNTING POSITION
OPTIONS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY AND MAY NOT
REFLECT OWNER PURCHASED ACTUATORS IN EVERY DETAIL.
2. THE OWNER'S REPRESENTATIVE, IN CONSULTATION WITH THE
OWNER/OPERATOR, WILL DETERMINE THE GATE ACTUATOR ORIENTATION
DURING CONSTRUCTION.
(8) LOCATIONS
NEW ANCHORAGE SUB PLATE
SUPPLIED AND INSTALLED BY
CONTRACTOR
NEW FLOOR SLOT GRATING
CLOSURES. TYP.
SEE SHEET S7
3 PLAN
ACTUATOR MOUNTING
NOT TO SCALE
P L
N
E1
Y
M B
O L
S
C H
E D
U L E
S
SYMBOL SCHEDULE
PANEL ELEVATION DRAWINGS
SYMBOL SCHEDULE
ELEMENTARY WIRING DIAGRAMS ELECTRICAL PLAN DRAWINGS
SYMBOL SCHEDULESYMBOL SCHEDULE
ONE LINE DIAGRAMS
ACRONYMS AND ABBREVIATIONS
GENERAL ELECTRICAL
SYMBOL SCHEDULE
ELEMENTARY WIRING DIAGRAMS
BRAD
LE
Y R
B
AI
LE
Y
STATE O
F
W A
SH
IN
GTON
RE
G
IS
T
E R
E D
PROFESS
IO
N A
L E
N G
IN
EER
Y A
K I M
A
W
A S
H I N
G T
O N
W A
P A
A
D W
O R
H
A B
I L
I T
A T
I O
N
AP
PR
OV
ED
FO
R
BI
DD
IN
G
C on ne tix co nn ec tin g id ea s w ith s ol ut io ns
EL
EC
TR
IC
A
L
CO
M M
U N
IC
A
TI
O
N S
SE
CU
RI
TY
IN
D
U
ST
RI
A
L A
U
TO
M A
TI
O
N
N or th
6t h
Av en ue , Y ak im a, W
A
(5
) 9
-9 co ne ng
.c om
E
L I N
E
D
I A
G R
A M
S
E2
E X
I S
T I N
G
A
D
M
D
I F
I E
D
EXISTING/ DEMOLITION
ONE LINE DIAGRAM
SCALE: NONE
MODIFIED/ NEW
ONE LINE DIAGRAM
SCALE: NONE
G E
N E
R A
L
N
O T
C H
E D
U L E
CKT.
LOAD DESCRIPTION
INTERIOR LIGHTING
SPACE
EXTERIOR LIGHTING
RECEPTACLES
SPACE
TRASH RAKE
GATE ACTUATOR 1
GATE #C1
GATE ACTUATOR 3
GATE #C3
GATE ACTUATOR 5
GATE #C5
GATE ACTUATOR 7
GATE #S1
HVAC SPLIT UNIT
SPACE
SPARE
SPARE
SPACE
SPARE
SPARE
SPACE
SPARE
BREAKER
TYPE
1P-20A
1P-20A
1P-20A
3P-50A
3P-20A
3P-20A
3P-20A
3P-20A
2P-20A
1P-20A
1P-20A
1P-20A
1P-20A
1P-20A
PANELBOARD
CIRCUIT SCHEDULE
PANEL MDP (NOTE 3)
POLE
POLE
BREAKER
TYPE
1P-20A
1P-20A
1P-20A
1P-20A
1P-20A
3P-20A
3P-20A
3P-20A
3P-20A
1P-20A
1P-20A
1P-30A
LOAD DESCRIPTION
RECEPTACLES
SPACE
RECEPTACLES
RECEPTACLES
SPACE
RECEPTACLES
RECEPTACLES
SPACE
GATE ACTUATOR 2
GATE #C2
GATE ACTUATOR 4
GATE #C4
GATE ACTUATOR 6
GATE #C6
GATE ACTUATOR 8
GATE #S2
RECEPTACLES
SPACE
SPACE
GATE CONTROL PANEL
EXISTING CIRCUIT
(NOTE 4)
SPACE
SPACE
SPACE
SPACE
SPACE
SECTION 1 OF 1
CKT.
BRAD
LE
Y R
B
AI
LE
Y
STATE O
F
W A
SH
IN
GTON
RE
G
IS
T
E R
E D
PROFESS
IO
N A
L E
N G
IN
EER
Y A
K I M
A
W
A S
H I N
G T
O N
W A
P A
A
D W
O R
H
A B
I L
I T
A T
I O
N
AP
PR
OV
ED
FO
R
BI
DD
IN
G
C on ne tix co nn ec tin g id ea s w ith s ol ut io ns
EL
EC
TR
IC
A
L
CO
M M
U N
IC
A
TI
O
N S
SE
CU
RI
TY
IN
D
U
ST
RI
A
L A
U
TO
M A
TI
O
N
N or th
6t h
Av en ue , Y ak im a, W
A
(5
) 9
-9 co ne ng
GATE
CONTROL PANEL “GCP”
SCALE: NONE
LEGEND PLATE AND NAMEPLATE SCHEDULE
SCALE: NONE
INTERIOR
ELEVATION
SCALE: 1 1/2" = 1'-0"
A N
D
E
L E
M E
N T
A R
Y
W
I R
I N
G
D
I A
G R
A M
S
C O
N T
R O
L
P
A N
E L
E
L E
A V
A T
I O
N
E3
EXTERIOR
ELEVATION
SCALE: 1 1/2" = 1'-0"
1"
THIS BAR IS ONE INCH
ON THE ORIGINAL DRAWING
0"
1"
THIS BAR IS ONE INCH
ON THE ORIGINAL DRAWING
0"
THEODO
R E H
PA
LM
ATIER
STATE O
F
W A
SH
IN
GTON
RE
G
IS
T
E R
E D
PROFESS
IO
N A
L E
N G
IN
EER
Y A
K I M
A
W
A S
H I N
G T
O N
W A
P A
A
D W
O R
H
A B
I L
I T
A T
I O
N
AP
PR
OV
ED
FO
R
BI
DD
IN
G
C on ne tix co nn ec tin g id ea s w ith s ol ut io ns
EL
EC
TR
IC
A
L
CO
M M
U N
IC
A
TI
O
N S
SE
CU
RI
TY
IN
D
U
ST
RI
A
L A
U
TO
M A
TI
O
N
N or th
6t h
Av en ue , Y ak im a, W
A
(5
) 9
-9 co ne ng
E
M E
N T
A R
Y
W
I R
I N
G
D
I A
G R
A M
S
E4
G A
C T
U A
T O
R S
GATE ACTUATOR
ELEMENTARY WIRING DIAGRAM
SCALE: NONE
THEODO
R E H
PA
LM
ATIER
STATE O
F
W A
SH
IN
GTON
RE
G
IS
T
E R
E D
PROFESS
IO
N A
L E
N G
IN
EER
Y A
K I M
A
W
A S
H I N
G T
O N
W A
P A
A
D W
O R
H
A B
I L
I T
A T
I O
N
AP
PR
OV
ED
FO
R
BI
DD
IN
G
C on ne tix co nn ec tin g id ea s w ith s ol ut io ns
EL
EC
TR
IC
A
L
CO
M M
U N
IC
A
TI
O
N S
SE
CU
RI
TY
IN
D
U
ST
RI
A
L A
U
TO
M A
TI
O
N
N or th
6t h
Av en ue , Y ak im a, W
A
(5
) 9
-9 co ne ng
I G
H T
I N
G
A
D
W
A
N
E5
E X
I S
T I N
G
D
E M
O L I T
I O
N
EXISTING/ DEMOLITION
LIGHTING & POWER PLAN
SCALE: 3/8" = 1'-0"
(NOTE 4)
DETAIL 1
RADIO CONTROL PANEL
SCALE: NTS
(NOTE 1)
1"
THIS BAR IS ONE INCH
ON THE ORIGINAL DRAWING
0"
BRAD
LE
Y R
B
AI
LE
Y
STATE O
F
W A
SH
IN
GTON
RE
G
IS
T
E R
E D
PROFESS
IO
N A
L E
N G
IN
EER
Y A
K I M
A
W
A S
H I N
G T
O N
W A
P A
A
D W
O R
H
A B
I L
I T
A T
I O
N
AP
PR
OV
ED
FO
R
BI
DD
IN
G
C on ne tix co nn ec tin g id ea s w ith s ol ut io ns
EL
EC
TR
IC
A
L
CO
M M
U N
IC
A
TI
O
N S
SE
CU
RI
TY
IN
D
U
ST
RI
A
L A
U
TO
M A
TI
O
N
N or th
6t h
Av en ue , Y ak im a, W
A
(5
) 9
-9 co ne ng
E6
I G
H T
I N
G
P
L A
N
M O
D I F
I E
D
MODIFIED/ NEW
LIGHTING PLAN
SCALE: 3/8" = 1'-0"
1"
THIS BAR IS ONE INCH
ON THE ORIGINAL DRAWING
0"
BRAD
LE
Y R
B
AI
LE
Y
STATE O
F
W A
SH
IN
GTON
RE
G
IS
T
E R
E D
PROFESS
IO
N A
L E
N G
IN
EER
Y A
K I M
A
W
A S
H I N
G T
O N
W A
P A
A
D W
O R
H
A B
I L
I T
A T
I O
N
AP
PR
OV
ED
FO
R
BI
DD
IN
G
C on ne tix co nn ec tin g id ea s w ith s ol ut io ns
EL
EC
TR
IC
A
L
CO
M M
U N
IC
A
TI
O
N S
SE
CU
RI
TY
IN
D
U
ST
RI
A
L A
U
TO
M A
TI
O
N
N or th
6t h
Av en ue , Y ak im a, W
A
(5
) 9
-9 co ne ng
E7
M O
D I F
I E
D
P O
W E
R
P
L A
N
MODIFIED/ NEW
POWER PLAN
SCALE: 3/8" = 1'-0"
GROUNDING PLAN
SCALE: 1/4" = 1'-0"
(NOTE 4)
CONTROLS ELEVATION
SCALE: NTS
(NOTE 6)
1"
THIS BAR IS ONE INCH
ON THE ORIGINAL DRAWING
0"
BRAD
LE
Y R
B
AI
LE
Y
STATE O
F
W A
SH
IN
GTON
RE
G
IS
T
E R
E D
PROFESS
IO
N A
L E
N G
IN
EER
Y A
K I M
A
W
A S
H I N
G T
O N
W A
P A
A
D W
O R
H
A B
I L
I T
A T
I O
N
AP
PR
OV
ED
FO
R
BI
DD
IN
G
C on ne tix co nn ec tin g id ea s w ith s ol ut io ns
EL
EC
TR
IC
A
L
CO
M M
U N
IC
A
TI
O
N S
SE
CU
RI
TY
IN
D
U
ST
RI
A
L A
U
TO
M A
TI
O
N
N or th
6t h
Av en ue , Y ak im a, W
A
(5
) 9
-9 co ne ng
| CONSTRUCTION DRAWINGS FOR WAPATO HEADWORKS REHABILITATION |
| GENERAL SHEETS |
| G1 |
| G2 |
| G3 |
| G4 |
| CIVIL SHEETS |
| C1 |
| C2 |
| C3 |
| C4 |
| C5 |
| STRUCTURAL SHEETS |
| GS1 |
| S1 |
| S2 |
| S3 |
| S4 |
| S5 |
| S6 |
| S7 |
| S8 |
| ELECTRICAL SHEETS |
| E1 |
| E2 |
| E3 |
| E4 |
| E5 |
| E6 |
| E7 |
File details come from the government source that posted it. Updated .