2025-0425 1058 AM - IGA b-w BWCDD and COB w-Exhs Partially Executed.pdf

City of Buckeye — Regular Council Meeting (2025-06-17)

Extracted text (via pymupdf) 99729 characters

EXHIBIT “1”

INTERGOVERNMENTAL AGREEMENT
BETWEEN THE
CITY OF BUCKEYE
AND THE
BUCKEYE WATER CONSERVATION AND DRAINAGE DISTRICT

CONSTRUCTION PLANS FOR BRIDGE CROSSING
(consisting of 25 pages)

Liberty
T1N
T1S
SUZY DEAN DRAIN
40
36
34
31
37
BWCDD DRAIN
Arlington Canal
Beloat Rd
Miller Road
Apache Road
Watson Road
Rainbow Road
Dean Road
Verrado Way (Airport Rd)
Jackra
Perryvi
Baseline Road
Southern Avenue
Broadway Road
Beloat Road
MC 85 / Baseline Rd
Baseline Road
Citrus Road
Cotton Lane
Sarival Ave
Estrella Pkwy
Bullard Road
Litchfield Road
R2W
R1W
R3W
R2W
R4W
R3W
R5W
R4W
G. & S. R. BASELINE
G. & S. R. BASELINE
S O U T H E R N P A C I F I C R A I L W A Y
G i l a
A g u a
F r i a
y
H
a
s
a
a
m
p
a
R i v e r
MC 85
Buckeye
9
7
Elliot Road
Elliot Road
Beloat Road
Southern Avenue
Beloat Road
S O U T H E R N P A C I F I C R A I L W A Y
S O U T H E R N P A C I F I C R A I L W A Y
MC 85
Oglesby Road
SR 85
Canal
BWCDD MAIN
BWCDD
R i v e r
G i l a
R i v e r
G i l a
R i v e r
R i v e r
G i l a
G i l a
R i v e r
Old US 80
T1N
T1S
BWCDD
SOUTH
EXTENSION
CANAL
3-M
2-M
12-M
11-M
10-M
9-M
8-M
7-M
6-M (unused)
5-M
4-M
Turner Road
Wilson Avenue
Palo Verde Road
Bruner Road
Johnson Road
315th Ave
Hazen Road
Old US 80
12-D
12-M
T1N
T1S
G. & S. R. BASELINE
WATSON DRAIN
23
Liberty
Rooks Road
Encantada
Terra Vista
19-M
19
19A
20
21
22
CAP 450
CAP 500
CAP 500
CAP 550
CAP 400
CAP 400
CAP 400
CAP 400
CAP 500
CAP 500
CAP 600
CAP 500
7-D (Aband)
BWCDD
SOUTH
EXTENSION
CANAL
BWCDD MAIN CANAL
Beneserre
BWCDD
Main
SUMP
1-M
3-A
2-A
5-A
4-A
1-A
6-A
0-A
212 -M
1-S
3-S
312-S
4-S
5-S
6-S
512-S
17-M
15-M
14-M
16-M
13-M
18-M
1912-M
20-M
22-M
23-M
24-M
25-M
2512-M
26-M
27-M
28-M
7-S
16
59
60
58
47
471/2
Wingate
Wingate East
SUZY DEAN DRAIN
8
10
11
12
13
14
15
17
17A
LAT 17
9-D
Rainbow Road
White Fence
Farms
24
The Reserve
6-D
Buckeye
Crossing
Buckeye
Commerce
Buckeye
243
SUZY DEAN DRAIN
CAP 500
Hazen Road
Rooks Road
1E
Arlington Canal
LAT 3M
LAT 2M
1
T1N
T1S
R2W
R1W
Jackrabbit Trail
CANAL
Verrado Way (Airport Rd)
BWCDD MAIN CANAL
CANAL
MAIN
20
Broadway Road
1A
1
5
7
9
13
23
23 1/2
22
22 1/2
23 3/4
22
45
46
33
32
32.5
38
39
42
41
43
44
45
47
48
49
50
55
56
57
54
53
52
52 1/2
UPPER LATERALS
LOWER LATERALS
21
BWCDD Office
COVER AND
LOCATION MAPS
G - 1
PROJECT PLANS
BUCKEYE, ARIZONA
ROOKS ROAD BRIDGE CROSSING
BWCDD MAIN CANAL & LATERAL 24 RELOCATION
PHASE 3
APPROVED BY:
GENERAL MANAGER - NOEL CARTER
BUCKEYE WATER CONSERVATION AND DRAINAGE DISTRICT
APPROVAL EXPIRES ONE YEAR FROM DATE ABOVE
BUCKEYE WATER CONSERVATION
AND DRAINAGE DISTRICT
CONTRACTOR SHALL OBTAIN A WRITTEN CONFIRMATION FROM DEVELOPER VERIFYING
THAT FINAL GRADES OF THE PLANNED DEVELOPMENT ARE REPRESENTED IN THESE PLANS
CORRECTLY. WRITTEN CONFIRMATION SHALL BE PROVIDED AND APPROVED PRIOR TO
COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. FAILURE TO COORDINATE FINAL
GRADES PRIOR TO CONSTRUCTION OF IRRIGATION FACILITIES RESULTING IN IRRIGATION
FACILITIES THAT DO NOT MATCH FINAL GRADES AS ILLUSTRATED ON THESE PLANS SHALL
BE RECONSTRUCTED AT THE CONTRACTORS EXPENSE.
STATE MAP
ARIZONA
N
40
HOLBROOK
89
17
93
40
89
10
SEDONA
PRESCOTT
10
8
WICKENBURG
KINGMAN
FLAGSTAFF
PAGE
NTS
70
SAFFORD
GLOBE
PHOENIX
19
YUMA
NOGALES
TUCSON
PROJECT AREA
SECTION
7
SECTION
1
SECTION
6
ROOKS ROAD
MILLER ROAD
ELLIOT ROAD
BASELINE ROAD
LOCATION MAP
BUCKEYE, ARIZONA
T1S, R4W
OGLESBY ROAD
SECTION
12
BELOAT ROAD
MC 85
BUCKEYE CANAL
PROJECT AREA
DISTRICT MAP
BUCKEYE, ARIZONA
N
NTS
N
NTS
PROJECT
AREA
REUSE OF DOCUMENT:
Z:\GCE Projects\BWC-43\dwg\PHASE 3\01_BWC-43_Phase 3_G.dwgjonesb 09/13/24 - 3:23pm
BY
DATE
REVISION DESCRIPTION
REV.
GEORGE CAIRO ENGINEERING, INC.
STAPLEY CENTER
1630 S. STAPLEY DR., SUITE 117
MESA, ARIZONA 85204
WWW.GCAIROINC.COM
ROOKS ROAD BRIDGE
CROSSING BWCDD MAIN
CANAL & LATERAL 24
RELOCATION
PHASE 3
DESIGNED BY:
DRAWN BY:
PROJECT No.:
APPROVED BY:
PLOT DATE:
205 EAST ROOSEVELT AVENUE
BUCKEYE, ARIZONA 85326
(623) 386-2196
B. JONES
A. SOTO
BWC-43
SEPT, 2024
G. CAIRO
BUCKEYE, ARIZONA
BWCDD PROJECT No.: BWC-2149
GCE PROJECT No.: BWC-43
BWCDD MAIN CANAL
NOT FOR
CONSTRUCTION
SUBMITTAL
09/13/24
90%
BUCKEYE WATER
CONSERVATION
AND DRAINAGE DISTRICT
90% SUBMITTAL
SEPTEMBER 2024
EXHIBIT "1"
BWCDD CITY OF BUCKEYE IGA

SHEET INDEX
BUCKEYE WATER CONSERVATION AND DRAINAGE DISTRICT (BWCDD) GENERAL NOTES
1.
WHERE DEDICATED EASEMENT IS NOT NOTED ON PROJECT PLANS, THE DISTRICT STILL MAINTAINS
PRESCRIPTIVE RIGHTS TO OPERATE AND MAINTAIN IRRIGATION FACILITIES FOR THE PURPOSE OF
IRRIGATION CONVEYANCE AND DELIVERY.
2.
ALL CONSTRUCTION SHALL CONFORM TO THE MARICOPA ASSOCIATION OF GOVERNMENTS (MAG)
SPECIFICATIONS AND STANDARD DETAILS AND LATEST REVISIONS UNLESS NOTED OTHERWISE ON
PLANS.
3.
CONTACT, NOTIFICATION AND COORDINATION WITH BUCKEYE WATER CONSERVATION AND DRAINAGE
DISTRICT (BWCDD) SHALL BE MADE WITH BUCKEYE WATER CONSERVATION AND DRAINAGE
DISTRICT'S ADMINISTRATION OFFICE AT (623) 386-2196.
4.
ALL SHOP DRAWINGS WILL REQUIRE BUCKEYE WATER CONSERVATION AND DRAINAGE DISTRICT'S
APPROVAL BEFORE CONSTRUCTION CAN BEGIN.
5.
ALL IRRIGATION STRUCTURES SHALL BE MONOLITHIC CAST-IN-PLACE REINFORCED CONCRETE
UNLESS OTHERWISE APPROVED BY ENGINEER OR AS SHOWN ON PLANS AND SHALL HAVE A WALL
THICKNESS OF EIGHT INCHES UNLESS NOTED OTHERWISE.
6.
ALL COMPACTION AND BACKFILL SHALL CONFORM TO THE MAG STANDARD SPECIFICATIONS, DETAILS,
AND LATEST REVISIONS.
7.
THE CONTRACTOR IS RESPONSIBLE FOR THE FINAL GRADE ADJUSTMENTS OF ALL IRRIGATION
STRUCTURES AND MANHOLES TO THE SATISFACTION OF BWCDD.
8.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY BWCDD PERMITS,
RIGHTS-OF-ENTRY, NOTICES TO PROCEED, AND APPROVALS PRIOR TO CONSTRUCTION.
9.
THE CONTRACTOR SHALL NOTIFY BWCDD IN WRITING AT LEAST 72 HOURS IN ADVANCE OF ANY
CONSTRUCTION.
10. THE CONTRACTOR SHALL CONTACT AND COORDINATE WITH BWCDD FOR THE "DRY-UP" OF EXISTING
IRRIGATION FACILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. IT WILL BE BWCDD'S SOLE
DETERMINATION OF THE TIME AND DURATION OF THIS "DRY-UP" PERIOD.
11. THE CONTRACTOR SHALL CONTACT AND COORDINATE WITH BWCDD FOR THE REMOVAL OF EXISTING
IRRIGATION FACILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.
12. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING AND COORDINATING WITH BWCDD FOR THE
INSPECTION OF ALL CONSTRUCTION WORK. NOTICE MUST BE GIVEN TO BWCDD OR BWCDD'S AGENT
A MINIMUM OF 48 HOURS PRIOR TO INSTALLATION OF ANY WORK REQUIRING FIELD
OBSERVATION/INSPECTION OR APPROVALS TO PROCEED.
13. ALL CONSTRUCTION WORK IS SUBJECT TO BWCDD'S INSPECTION AND APPROVAL. CONSTRUCTION
WORK COMPLETED WITHOUT INSPECTION BY BWCDD SHALL BE SUBJECT TO EXPOSURE AT THE
CONTRACTOR'S EXPENSE.
14. AS-BUILT PLANS AND CERTIFICATIONS SHALL BE PROVIDED IMMEDIATELY UPON COMPLETION OF
CONSTRUCTION TO BWCDD BY THE CONTRACTOR PERFORMING THE INSTALLATION OF BWCDD
FACILITIES. AS-BUILT PLANS SHALL FEATURE BOTH HORIZONTAL AND VERTICAL AS-BUILT
INFORMATION FOR ANY NEW UTILITIES INSTALLED WITHIN THE BWCDD EASEMENT. BWCDD DOES NOT
REQUIRE THE AS-BUILT DRAWINGS TO REFLECT THE AS-BUILT INVERT OF EXISTING UTILITIES THAT
CROSS BWCDD'S FACILITIES, HOWEVER, THE 3' MINIMUM CLEARANCE SEPARATION BETWEEN THE
EXISTING UTILITY AND BWCDD'S FACILITY WILL NEED TO BE AS-BUILT. FINAL AS-BUILTS ARE TO BE
PROVIDED TO BWCDD IN ALL OF THE FOLLOWING FORMS: ORIGINAL MYLAR SET (1), COPIES OF MYLAR
SET (2), DISC WITH COPY OF SCANNED MYLAR SET (1), AND 11x17 COPIES OF MYLAR SET (3).
15. AS-BUILT PLANS OF BWCDD'S FACILITIES SHALL BE REFLECTED ON THE CORRESPONDING AS-BUILT
PAVING AND WATER IMPROVEMENT PLANS WHERE APPLICABLE.
16. IF A CONFLICT IN NOTES ON THIS DESIGN PLAN IS IDENTIFIED, THE BWCDD GENERAL NOTES SHALL
SUPERSEDE ANY OTHER NOTES.
17. CONTRACTOR SHALL PURCHASE AND INSTALL BWCDD'S CUSTOM DETECTABLE UNDERGROUND
WARNING TAPE AT THE SPECIFIED DEPTH FOR ALL LENGTHS OF BURIED BWCDD FACILITIES.
DETECTABLE UNDERGROUND WARNING TAPE SHALL BE PRESCO (PART # D6105B1549), REEF
INDUSTRIES TERRA TAPE, OR SETON CUSTOM UNDERGROUND WARNING TAPES, THE COLOR BLUE, 6"
WIDE AND READ AS FOLLOWS; CAUTION BWCDD IRRIGATION FACILITIES BURIED BELOW CONTACT
BWCDD AT 623-386-2196. CONTACT BWCDD FOR ORDERING AND INSTALLATION INFORMATION.
18. CONTRACTOR SHALL BE REQUIRED TO HYDRO TEST ALL NEW BWCDD FACILITIES ACCORDING TO
BWCDD STANDARD TESTING REQUIREMENTS AND SPECIFICATIONS.
19. EXISTING UTILITIES AS SHOWN ON THE DRAWINGS ARE IN ACCORDANCE WITH THE AVAILABLE
RECORDS AT THE TIME OF DESIGN. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF
UTILITIES 14 DAYS PRIOR TO CONSTRUCTION OR REMOVALS OF EXISTING FACILITIES AND NOTIFY
ENGINEER OF ANY DISCREPANCIES OR DIFFERENCES. CONTACT ARIZONA BLUE STAKE CENTER TWO
WORKING DAYS PRIOR TO CONSTRUCTION AT (800) 782-5348 OR (602) 263-1100 TO LOCATE AND FLAG
UNDERGROUND FACILITIES.
20. CONTRACTOR SHALL PURCHASE AND ARRANGE FOR DELIVERY OF ALL STAFF GAUGES, STEEL STEPS,
STAFF GAUGE EXTENSIONS, AND OTHER MATERIALS IDENTIFIED FOR INSTALLATION BY BWCDD.
CONTRACTOR SHALL CONTACT BWCDD PRIOR TO DELIVERY BY CALLING (623) 386-2196.
21. ITEMS DESIGNATED FOR SALVAGE SHALL BE DELIVERED TO BWCDD DISTRICT OFFICE LOCATED AT
205 EAST ROOSEVELT AVENUE; BUCKEYE, ARIZONA 85326. CONTACT BWCDD AT 623-386-2196 TO
COORDINATE DELIVERY.
22. WHERE CROSSING UNDER EXISTING BWCDD OPEN CHANNELS, THE BWCDD PREFERRED METHOD OF
NEW UTILITY INSTALLATION IS BORE AND JACK, WHERE INSTALLATION IS PERFORMED USING OPEN
CUT METHOD, COMPLETE REPLACEMENT OF THE DITCH TO DISTRICT STANDARD IS REQUIRED. ALL
CROSSINGS WILL REQUIRE AN ENCROACHMENT PERMIT AND INSPECTION BY BWCDD.
23. WHERE NEW UTILITIES CROSS UNDER EXISTING BWCDD IRRIGATION PIPES, AND WHERE MECHANICAL
COMPACTION OF THE BACKFILL IS NOT ACHIEVABLE, ONE SACK SLURRY BACKFILL SHALL BE
REQUIRED TO THE SPRINGLINE OF THE EXISTING BWCDD PIPE, AS DIRECTED BY THE BWCDD
INSPECTOR.
24. WHERE SAW CUTTING INTO AN EXISTING PANEL FOR HAND-PLACED TRANSITION, CONTRACTOR SHALL
REPLACE A MINIMUM OF 10' OF LINING OR TO THE NEXT CLEAN JOINT, MAXIMUM 20'.
25. ALL BWCDD FACILITIES SHALL REMAIN IN SERVICE THROUGHOUT THE DURATION OF ALL
CONSTRUCTION ACTIVITY EXCEPT DURING DRY-UP PERIODS APPROVED BY BWCDD.
26. MAINTAIN A MINIMUM OF 3' OF CLEARANCE BETWEEN EXISTING BWCDD FACILITIES AND ANY
PROPOSED UTILITIES UNLESS OTHERWISE SHOWN.
27. THE CONTRACTOR SHALL MAINTAIN IRRIGATION DELIVERIES TO ALL EXISTING AND ACTIVE IRRIGATION
SYSTEMS DURING CONSTRUCTION UNLESS AUTHORIZED BY THE OWNER TO DISCONTINUE THESE
DELIVERIES.
28. LOCATIONS FOR FACILITIES WHICH ARE NOT SPECIFICALLY LOCATED WITH ACTUAL VERTICAL AND
HORIZONTAL CONTROL SHOULD BE CONSIDERED ONLY APPROXIMATE PER THE BEST AVAILABLE
INFORMATION.
29. UNLESS OTHERWISE NOTED ON THE PLANS, ALL EXISTING ITEMS INCLUDING, BUT NOT LIMITED TO,
GROUNDWATER WELLS, TREES, OTHER LANDSCAPING, SIGNS, FENCES, ETC. SHALL BE PROTECTED
BY THE CONTRACTOR; AND IF SUCH ITEMS ARE DAMAGED, CONTRACTOR SHALL REPLACE THE ITEMS
AT NO COST TO BWCDD TO THE SAME OR BETTER CONDITION THAN THEY WERE BEFORE.
30. WHERE FACILITIES ARE CALLED OUT TO REMAIN IN PLACE THE CONTRACTOR SHALL TAKE ALL
PRECAUTIONARY MEASURES TO PROTECT FACILITIES DURING CONSTRUCTION. FACILITIES SHOULD
NOT BE DISTURBED UNLESS IT IS SHOWN ON THE DRAWINGS THAT THE CONTRACTOR IS TO MAKE
IMPROVEMENTS.
31. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
32. PROTECTING OF EXISTING INSTALLATIONS:
A. IN PERFORMING WORK IN THE VICINITY OF EXISTING INSTALLATIONS, THE CONTRACTOR SHALL
TAKE ALL THE NECESSARY PRECAUTIONS TO SAFEGUARD EXISTING INSTALLATION WHICH ARE TO
REMAIN IN PLACE. THE CONTRACTOR SHALL OBTAIN THE LOCATION OF CONDUIT, PIPE, CABLE,
GROUND MAT, AND OTHER BURIED INFRASTRUCTURE ITEMS PRIOR TO PERFORMING ANY
EXCAVATIONS NEARING THE EXISTING INSTALLATIONS AND SHALL USE PROPER METHODS FOR
PROTECTION DURING EXCAVATION, INSTALLATION, AND BACKFILLING OPERATIONS. THE
CONTRACTOR SHALL PROTECT ADJACENT INSTALLATIONS WHEN INSTALLING EQUIPMENT AND
MATERIALS.
B.
ALL PROTECTIVE MEASURES AND INSTALLATIONS SHALL BE ARRANGED SO AS TO PERMIT
OPERATION OF THE EXISTING EQUIPMENT AND FACILITIES BY THE OWNER WHILE WORK UNDER
THIS CONTRACT IS IN PROGRESS. THE CONTRACTOR SHALL REMOVE ALL PROTECTIVE MEASURES
AND INSTALLATIONS PROVIDED BY HIM/HER AFTER THEY HAVE SERVED THEIR PURPOSE. THE
MATERIALS FURNISHED BY THE CONTRACTOR TO PROVIDE PROTECTION SHALL REMAIN THE
PROPERTY OF THE CONTRACTOR.
C.
THE CONTRACTOR SHALL BE RESPONSIBLE, FOR REPAIR, AT HIS/HER OWN EXPENSE, ANY
DAMAGES TO EXISTING INSTALLATIONS DUE TO THE CONTRACTOR'S OPERATIONS OR HIS FAILURE
TO PROVIDE PROPER PROTECTION; AND IN THE OPINION OF BWCDD, ANY SUCH DAMAGES
INCURRED MAY BE REPAIRED BY THE OWNER, AND THE CONTRACTOR WILL BE BACK CHARGED FOR
THE REPAIR COSTS TO SAID EXISTING INSTALLATIONS THEREOF.
DISTRICT NOTES AND
SHEET INDEX
G - 2
SHEET NO.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
DWG ID
G-1
G-2
G-3
G-4
G-5
G-6
G-7
P-1
SP-1
SP-2
SP-3
BD-1
BD-2
BD-3
BD-4
BD-5
BD-6
BD-7
BD-8
BD-9
BD-10
BD-11
BD-12
S-1
D-1
DESCRIPTION
COVER AND LOCATION MAPS
DISTRICT NOTES AND SHEET INDEX
CONSTRUCTION NOTES
STRUCTURAL NOTES
ABBREVIATIONS, LEGEND, AND DRAWING DESIGNATION
KEY PLAN, SURVEY CONTROL, AND QUANTITIES
GEOMETRIC ALIGNMENT AND COORDINATE TABLE
BWCDD MAIN PLAN AND PROFILE
BRIDGE SITE PLAN
BRIDGE CANAL SECTION
RETAINING WALL
BRIDGE NOTES
DRILLED SHAFT PLAN DETAILS
FOUNDATION DETAILS
ABUTMENT 1 (SOUTH) PLAN AND ELEVATION
ABUTMENT 2 (NORTH) PLAN AND ELEVATION
ABUTMENT DETAILS
BRIDGE GIRDER TYPE 1 DETAILS
BRIDGE GIRDER TYPE 2 DETAILS
TRANSVERSE ANCHOR DETAILS
ROAD BRIDGE DECK SECTION
ROAD BRIDGE DECK SECTION
ROAD BRIDGE ADOT RAIL DETAIL
RETAINING WALL DETAILS
STANDARD DETAILS
REUSE OF DOCUMENT:
Z:\GCE Projects\BWC-43\dwg\PHASE 3\01_BWC-43_Phase 3_G.dwgjonesb 09/13/24 - 3:23pm
BY
DATE
REVISION DESCRIPTION
REV.
GEORGE CAIRO ENGINEERING, INC.
STAPLEY CENTER
1630 S. STAPLEY DR., SUITE 117
MESA, ARIZONA 85204
WWW.GCAIROINC.COM
ROOKS ROAD BRIDGE
CROSSING BWCDD MAIN
CANAL & LATERAL 24
RELOCATION
PHASE 3
DESIGNED BY:
DRAWN BY:
PROJECT No.:
APPROVED BY:
PLOT DATE:
205 EAST ROOSEVELT AVENUE
BUCKEYE, ARIZONA 85326
(623) 386-2196
B. JONES
A. SOTO
BWC-43
SEPT, 2024
G. CAIRO
BUCKEYE, ARIZONA
BWCDD PROJECT No.: BWC-2149
GCE PROJECT No.: BWC-43
BWCDD MAIN CANAL
NOT FOR
CONSTRUCTION
SUBMITTAL
09/13/24
90%
BUCKEYE WATER
CONSERVATION
AND DRAINAGE DISTRICT
EXHIBIT "1"
BWCDD CITY OF BUCKEYE IGA

PAINTING AND COATING
1.
EXPOSED METALS: INCLUDING PIPE, FITTINGS, VALVES, STRAP ANCHORS, VALVE
AND PIPE SUPPORTS, AND SIMILAR ITEMS NOT OTHERWISE COVERED, SHALL BE
PAINTED AS FOLLOWS:
A.
EXPOSED DUCTILE IRON SURFACES THAT HAVE BEEN COATED WITH COALTAR
VARNISH SHALL BE GIVEN TWO (2) COATS OF TNEMEC N69 HI-BUILD EXPOLINE
II PRIMER (SAFETY YELLOW) APPLIED AT A RATE THAT WILL PROVIDE A
MINIMUM DRY FILM THICKNESS OF FOUR (4) TO SIX (6) MILS. FOLLOWED BY
ONE (1) TOPCOAT OF TNEMEC 73 ENDURA-SHIELD APPLIED AT A RATE THAT
WILL PROVIDE A MINIMUM DRY FILM THICKNESS OF TWO (2) TO FIVE (5) MILS.
B.
EXPOSED GALVANIZED STEEL SURFACES SHALL BE SOLVENT WASHED
FOLLOWED BY TWO (2) COATS OF TNEMEC N69 HI-BUILD EXPOLINE II PRIMER
(SAFETY YELLOW) APPLIED AT A RATE THAT WILL PROVIDE A MINIMUM DRY
FILM THICKNESS OF FOUR (4) TO SIX (6) MILS. FOLLOWED BY ONE (1) TOPCOAT
OF TNEMEC 73 ENDURA-SHIELD APPLIED AT A RATE THAT WILL PROVIDE A
MINIMUM DRY FILM THICKNESS OF TWO (2) TO FIVE (5) MILS.
C.
BARE FERROUS METAL SURFACES SHALL BE GIVEN TWO (2) COATS OF
TNEMEC N69 HI-BUILD EXPOLINE II PRIMER (SAFETY YELLOW) APPLIED AT A
RATE THAT WILL PROVIDE A MINIMUM DRY FILM THICKNESS OF FOUR (4) TO
SIX (6) MILS. FOLLOWED BY ONE (1) TOPCOAT OF TNEMEC 73 ENDURA-SHIELD
APPLIED AT A RATE THAT WILL PROVIDE A MINIMUM DRY FILM THICKNESS OF
TWO (2) TO FIVE (5) MILS.
2.
NON EXPOSED METALS:
A.
BEFORE BACKFILLING, ALL COUPLINGS, BOLTS, NUTS, ANCHOR BOLTS AND
RODS, AND ALL NON-EXPOSED STEEL SHALL RECEIVE ONE (1) BRUSH COAT
OF TNEMEC 46H-413 HI-BUILD TNEME-TAR COAL TAR EPOXY APPLIED AT A
RATE THAT WILL PROVIDE A MINIMUM DRY FILM THICKNESS OF NOT LESS
THAN TWENTY (20) MILS. THE COATING SHALL BE WITHOUT FLAW WHEN
COVERED WITH BACKFILL.
B.
IN ADDITION TO COATING AS REQUIRED UNDER 2.A ABOVE, ALL BURIED
DUCTILE IRON PIPE SHALL BE WRAPPED WITH POLYWRAP CONFORMING TO
MAG STANDARD SPECIFICATIONS SECTION 610.5.
C.
PERMATEX ANTI-SEIZE LUBRICANT, LOCTITE HEAVY-DUTY ANTI-SEIZE
LUBRICANT, OR SAF-T-EZE REGULAR GRADE ANTI-SEIZE SHALL BE APPLIED TO
ALL MANHOLE BOLT THREADS PRIOR TO SECURING LIDS PER MANUFACTURER
SPECIFICATIONS.
3.
NO MEASUREMENT OR SEPARATE PAYMENT WILL BE MADE FOR PAINTING OR
COATING ITEMS AS SUCH; THE COST THEREOF SHALL BE INCLUDED IN THE COST
OF THE ITEM.
CONSTRUCTION NOTES
GENERAL
1.
THE CONTRACTOR SHALL OBTAIN ALL PERMITS THAT ARE REQUIRED BY ALL LEVELS OF
REGULATORY AGENCIES PRIOR TO CONSTRUCTION.
2.
THE CONTRACTOR SHALL COMPLY WITH ALL SAFETY REQUIREMENTS ESTABLISHED BY ALL
LEVELS OF REGULATORY AGENCIES DURING THE ENTIRE PERIOD OF THE CONSTRUCTION.
3.
THE CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE TRAFFIC CONTROL PLANS FROM
GOVERNING AUTHORITIES AND ENFORCE THE APPROVED TRAFFIC CONTROL PLAN DURING
THE ENTIRE PERIOD OF CONSTRUCTION.
4.
ANY WORK PERFORMED WITHOUT THE APPROVAL OF THE DISTRICT AND/OR ALL WORK AND
MATERIAL NOT IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS IS SUBJECT TO
REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE.
5.
AN APPROVED SET OF PLANS SHALL BE MAINTAINED AT THE JOB SITE AT ALL TIMES THAT
WORK IS IN PROGRESS. DEVIATION FROM THE PLANS SHALL NOT BE ALLOWED WITHOUT
THE DISTRICT'S APPROVAL.
6.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO MANAGE ROADWAY DUST, AND TAKE
WHATEVER MEASURES ARE NECESSARY TO INSURE THAT ALL ROADS ARE MAINTAINED IN A
CLEAN, MUD- AND DUST-FREE CONDITION AT ALL TIMES.
PIPING AND GATES
1.
ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH MAG STANDARD
SPECIFICATIONS SECTION 200.
2.
THE CONTRACTOR SHALL UNCOVER ALL EXISTING IRRIGATION LINES BEING TIED INTO, TO
VERIFY THEIR LOCATION. THE CONTRACTOR SHALL LOCATE OR HAVE LOCATED ALL
EXISTING UNDERGROUND UTILITIES (ELECTRIC, TELEPHONE, PIPELINES, ETC.) AND
STRUCTURES IN ADVANCE OF CONSTRUCTION AND SHALL ELIMINATE ALL CONFLICTS PRIOR
TO THE START OF CONSTRUCTION.
3.
TRENCH EXCAVATION, BACKFILL AND COMPACTION SHALL BE PERFORMED IN ACCORDANCE
WITH MAG STANDARD SPECIFICATION SECTION 601, AND TRENCH DETAILS AS SHOWN ON
THE DRAWINGS.
4.
ALL REINFORCED CONCRETE PIPES SHALL BE CLASS V UNLESS OTHERWISE INDICATED ON
THE PLANS AND SHALL CONFORM TO MAG STANDARD SPECIFICATIONS SECTION 735.
RUBBER GASKETS FOR CONCRETE PIPE SHALL CONFORM TO MAG STANDARD
SPECIFICATIONS SECTION 765.
5.
DISPOSAL AND STOCKPILING OF EXCESS MATERIAL WITHIN THE PROJECT AREA SHALL BE
DONE AT THE DIRECTION OF THE DISTRICT.
6.
ALL MATERIAL DESIGNATED FOR SALVAGE SHALL BE TRANSPORTED TO THE DISTRICT
OFFICE/EQUIPMENT YARD OR TO THE SPECIFIED LOCATION AS DIRECTED BY THE DISTRICT
DURING EXECUTION OF THE WORK. BWCDD DISTRICT OFFICE LOCATED AT 205 EAST
ROOSEVELT AVENUE; BUCKEYE, ARIZONA 85326. CONTACT BWCDD AT 623-386-2196 TO
COORDINATE DELIVERY.
7.
ALL FABRICATED SLIDE GATES SHALL BE FLATBACK TYPE, SELF-CONTAINED, FLUSH BOTTOM
SEAL, THREE SIDED "J" SEAL AND 316 STAINLESS STEEL STEM, RAILS AND YOKE, SUITABLE
FOR HEADWALL MOUNTING. LIFT NUTS SHALL BE BRONZE. THE GATE SHALL BE FURNISHED
WITH SIDE CRANK HANDLE AND STEM COVER LIFTING EQUIPMENT WITH 3:1 MINIMUM SEALED
GEAR RATIO AND 2 INCH SQUARE OPERATING NUT PER HYDROGATE CPS4 OR APPROVED
EQUAL. ALL GATES SHALL BE FACTORY COATED PER MANUFACTURER'S RECOMMENDATION.
THE GATES SHALL CONFORM TO HYDROGATE FABRICATED SELF-CONTAINED SLIDE GATE,
FRESNO SERIES 8200 OR AN APPROVED EQUAL.
8.
ALL CANAL GATES SHALL BE FLATBACK TYPE, WITH GALVANIZED STEEL RAILS AND YOKE,
SUITABLE FOR HEADWALL MOUNTING. LIFT NUTS SHALL BE BRONZE. THE GATE SHALL BE
FURNISHED WITH A HANDWHEEL OPERATOR. ALL GATES SHALL BE FACTORY COATED PER
MANUFACTURER'S RECOMMENDATION. THE GATES SHALL CONFORM TO FRESNO SERIES
6400 MODEL 20-10C SLIDE GATE OR AN APPROVED EQUAL.
9.
A MANUFACTURER'S REPRESENTATIVE SHALL BE ON SITE AT ALL TIMES DURING
FABRICATED, CANAL, AND AUTOMATED GATES INSTALLATION, TESTING, AND INSPECTION.
COORDINATION AND COST ASSOCIATED WITH INSTALLATION AND COMMISSIONING OF GATES
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FINAL ACCEPTANCE OF GATE
INSTALLATION SHALL REQUIRE BOTH ENGINEER AND MANUFACTURER'S REPRESENTATIVE
APPROVAL, IN WRITING.
CONSTRUCTION NOTES
G - 3
REUSE OF DOCUMENT:
Z:\GCE Projects\BWC-43\dwg\PHASE 3\01_BWC-43_Phase 3_G.dwgjonesb 09/13/24 - 3:23pm
BY
DATE
REVISION DESCRIPTION
REV.
GEORGE CAIRO ENGINEERING, INC.
STAPLEY CENTER
1630 S. STAPLEY DR., SUITE 117
MESA, ARIZONA 85204
WWW.GCAIROINC.COM
ROOKS ROAD BRIDGE
CROSSING BWCDD MAIN
CANAL & LATERAL 24
RELOCATION
PHASE 3
DESIGNED BY:
DRAWN BY:
PROJECT No.:
APPROVED BY:
PLOT DATE:
205 EAST ROOSEVELT AVENUE
BUCKEYE, ARIZONA 85326
(623) 386-2196
B. JONES
A. SOTO
BWC-43
SEPT, 2024
G. CAIRO
BUCKEYE, ARIZONA
BWCDD PROJECT No.: BWC-2149
GCE PROJECT No.: BWC-43
BWCDD MAIN CANAL
NOT FOR
CONSTRUCTION
SUBMITTAL
09/13/24
90%
BUCKEYE WATER
CONSERVATION
AND DRAINAGE DISTRICT
EXHIBIT "1"
BWCDD CITY OF BUCKEYE IGA

STRUCTURAL NOTES
AB
AHR
AL
ALTN
APVD
BOT
BF
BOTTOM FACE
BM
BRG
CJ
ANCHOR BOLT
ANCHOR
ALUMINUM
ALTERNATE
L, CL
CENTER LINE
BOTTOM
APPROVED
BEAM
BEARING
CLR
COL
CONC
CONN
CONT
CTR
CLEARANCE
COLUMN
CONCRETE
CONTINUOUS
CENTER
CONNECTION
DBA
DIA
DIR
DWG
DIAMETER
DIRECTION
DRAWING
EA
EACH
EACH FACE
ELEVATION
EACH WAY
EXISTING
EF
EL
EQL SP
EW
EXP JT
EXST
FD
FDN
FG
FLOOR DRAIN
FOUNDATION
FTG
FOOTING
GALV
GVL
GRAVEL
HAS.
HDR
HEADER
HORIZ
HORIZONTAL
I.F.
INSIDE FACE
LNTL
LINTEL
LONG.
LONGITUDINAL
MAX
MAXIMUM
MB
MIN
MINIMUM
NIC
NTS
NOT TO SCALE
OC
ON CENTER
O.F.
OUTSIDE FACE
OUT TO OUT
TO
O
O
OPNG
PJF
OPENING
PLYWD PLYWOOD
PRCST
PRECAST
P
PILASTER
RC
REINF
REINFORCE
RST
SIM
SIMILIAR
SPECS
SQ
SQUARE
STD
STANDARD
STIF
STIFFENER
STL
STEEL
STR
STRAIGHT
STRUCT
STRUCTURES
SYMM
SYMMETRICAL
T&B
TC
TF
TOP FACE
TRANSV
THK
THICK
TRANSVERSE
TST
TOP OF STEEL
TW
TOP OF WALL
TYP
TYPICAL
VERT
VERTICAL
WS
SPECIFICATIONS
WWF
EQUALLY
SPACED
EXPANSION
JOINT
BAR ANCHOR
CONSTRUCTION
JOINT
CENTER TO
CENTER
FINISHED
GRADE
GALVANIZE
*HOT DIP*
HEADED
ANCHOR STUD
MACHINE
BOLTS
NOT IN
CONTRACT
PREMOLDED
JOINT FILLER
WELDED WIRE
FABRIC
WATERSTOP
OR WATER
SURFACE
TOP OF
CONCRETE
TOP AND
BOTTOM
REINFORCING
STEEL
REINFORCED
CONCRETE
DEFORMED
C
C TO C
NOTES
FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR USE
ON DRAWINGS AND TEXT", PUBLISHED BY THE AMERICAN
NATIONAL STANDARDS INSTITUTE INC. *ANSI*
STRUCTURAL ABBREVIATIONS
ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST ADOPTED
EDITION (INCLUDING REVISIONS) OF THE "UNIFORM STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION" SPONSORED BY THE MARICOPA ASSOCIATION OF
GOVERNMENTS (M.A.G.), AND AS ADDITIONALLY REQUIRED BY THE PROJECT PLANS AND
SPECIAL PROVISIONS.
FEATURES OF STRUCTURE CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME
CHARACTER AS SHOWN FOR SIMILAR CONDITIONS.
BEFORE COMMENCING WORK, THE CONTRACTOR SHALL EXAMINE ALL DRAWINGS AND
SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES. DIMENSIONS OF AND
DIMENSIONS WHICH LOCATE EXISTING FEATURES SHALL BE VERIFIED BEFORE
COMMENCING WORK.
WHERE DIMENSIONS ARE SHOWN FOR EXISTING STRUCTURES THEY ARE APPROXIMATE
AND FOR REFERENCE ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL CONTROLLING
DIMENSIONS PRIOR TO ORDERING OR FABRICATING ANY MATERIAL. ANY VARIATIONS
BETWEEN EXISTING DIMENSIONS AND ELEVATIONS AND THE PLANS SHALL BE
REPORTED TO THE ENGINEER.
NO STRUCTURAL MEMBERS SHALL BE CUT FOR PIPES, DUCTS, ETC. UNLESS
SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE ENGINEER PRIOR TO
CONSTRUCTION.
FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR USE ON DRAWINGS AND
TEXT", PUBLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI).
CONSTRUCTION, SHORING AND BRACING OF FORMWORK SHALL BE IN ACCORDANCE
WITH ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" AND ACI 347 "GUIDE TO
FORMWORK FOR CONCRETE". THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
DESIGN AND CONSTRUCTION OF ALL FORMWORK AND SHORING.
DESIGN LOADS:
WALKWAYS AND PLATFORMS = 150 PSF
GENERAL:
1.
2.
3.
4.
5.
6.
7.
8.
ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36 UNLESS SHOWN OTHERWISE.
SQUARE OR RECTANGULAR STEEL TUBING SHALL CONFORM TO ASTM A-500 GRADE B.
STEEL PIPE SHALL CONFORM TO ASTM A-501; OR A53 TYPES E OR S, GRADE B
ALL CONNECTION BOLTS SHALL BE HIGH STRENGTH BOLTS CONFORMING TO ASTM
A325-N UNLESS OTHERWISE SHOWN. BOLTS INDICATED AS MACHINE BOLTS (MB) SHALL
CONFORM TO ASTM A307 FOR CARBON STEEL, A193 FOR STAINLESS STEEL AND A153
FOR GALVANIZED STEEL. ANCHOR BOLTS EMBEDDED IN CONCRETE SHALL BE
STAINLESS STEEL CONFORMING TO ASTM A193.
ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN CONFORMANCE WITH
THE AISC MANUAL OF STEEL CONSTRUCTION, CURRENT EDITION.
ALL WELDS SHALL BE PERFORMED BY AWS CERTIFIED WELDERS AND SHALL CONFORM
TO AWS D1.1, LATEST EDITION. SUBMIT COPY OF ALL CERTIFICATIONS TO THE
ENGINEER. ALL BUTT WELDS ARE FULL PENETRATION UNLESS INDICATED OTHERWISE.
WELD FILLER METAL SHALL BE AWS A5.1 OR A5.5 E70XX ELECTRODES.
ALL WELDS FOUND DEFECTIVE SHALL BE REPAIRED (OR REPLACED) AND RETESTED
FOR ADEQUACY AT THE CONTRACTOR'S EXPENSE.
AT ALL FIELD WELDS WHERE PLATES AND ANGLES ARE EMBEDDED IN CONCRETE, LOW
HEAT AND INTERMITTENT WELDS SHALL BE UTILIZED TO AVOID SPALLING OR CRACKING
THE EXISTING CONCRETE.
HOT DIP GALVANIZE ALL STRUCTURAL STEEL MEMBERS AND STEEL FABRICATIONS
AFTER FABRICATION IS COMPLETED. GALVANIZING SHALL CONFORM TO ASTM A123.
GALVANIZE COMPONENTS OF BOLTED ASSEMBLIES SEPARATELY BEFORE ASSEMBLY.
STRUCTURAL STEEL AND STEEL FABRICATIONS:
1.
2.
3.
4.
5.
6.
7.
STRUCTURAL NOTES
G - 4
EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE, ALL CAST-IN-PLACE STRUCTURAL
CONCRETE SHALL BE CLASS AA (MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI)
CONFORMING TO SECTIONS 725 AND 726 OF THE M.A.G. STANDARD SPECIFICATIONS AND
SPECIAL PROVISIONS WHEN APPLICABLE. CONCRETE MIXTURE SHALL INCLUDE
FIBERMESH (SIKA FIBERMESH 150, FORTA-FERRO ECONO-NET, OR NYCON MULTIMESH
WITH A DOSAGE RATE OF 1.5 LBS PER CUBIC YARD), WATER REDUCING ADMIXTURE (WRA),
AIR ENTRAINMENT, AND FLYASH AT 15% OF CEMENTITIOUS CONTENT. FLYASH FACTOR
SHALL BE 1.2 POUNDS OF FLYASH FOR EVERY POUND OF CEMENT DEDUCTED.
EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE, ALL CAST-IN-PLACE CONCRETE
LINING SHALL BE CLASS A (MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI)
CONFORMING TO SECTIONS 725 AND 726 OF THE M.A.G STANDARD SPECIFICATIONS AND
SPECIAL PROVISIONS WHEN APPLICABLE. CONCRETE MIXTURE SHALL INCLUDE
FIBERMESH (SIKA FIBERMESH 650, FORTA-FERRO, OR NYCON XL WITH A DOSAGE RATE OF
3.0 LBS PER CUBIC YARD). ALL CONCRETE AGGREGATE SHALL BE NO GREATER THAT 3/4"
DIAMETER.
EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE ALL SHOTCRETE LINING SHALL BE
CLASS A (MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI) CONFORMING TO
SECTIONS 725 AND 726 OF THE M.A.G STANDARD SPECIFICATIONS AND SPECIAL
PROVISIONS WHEN APPLICABLE. CONCRETE MIXTURE SHALL INCLUDE FIBERMESH (SIKA
FIBERMESH 650, FORTA-FERRO, OR NYCON XL WITH A DOSAGE RATE OF 3.0 LBS PER
CUBIC YARD). ALL CONCRETE AGGREGATE SHALL BE NO GREATER THAT 3/8" DIAMETER.
SHOTCRETE MAY BE SALT RIVER PROJECT (SRP) STOCK CODE NUMBER 0000234 WITH 3
POUNDS PER CUBIC YARD FIBROUS ADMIXTURE. MINIMUM SHOTCRETE SLOPE
THICKNESS SHALL BE 3 INCHES ON THE MAINLINE CANAL SIDE SLOPES, 4 INCHES FOR
BOTTOM, AND 4 INCHES ON TRANSITIONS.
REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. REINFORCING TO BE
WELDED SHALL CONFORM TO ASTM A706 GRADE 60. FABRICATION AND PLACEMENT OF
REINFORCING STEEL SHALL BE IN ACCORDANCE WITH CRSI MSP-1 "MANUAL OF STANDARD
PRACTICE" AND ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS".
UNLESS OTHERWISE NOTED ALL REINFORCING BAR SPLICES SHALL BE:
* TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE
THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE BAR IN ANY
SINGLE POUR. HORIZONTAL WALL BARS ARE CONSIDERED TOP BARS.
MINIMUM CLEARANCE FOR REINFORCEMENT BARS, UNLESS SHOWN OTHERWISE, SHALL
BE AS FOLLOWS:
3" WHERE CONCRETE IS PLACED AGAINST EARTH
2" WHERE CONCRETE IS PLACED AGAINST FORMS
1" WHERE CONCRETE IS PLACED AGAINST PIPE
ALL EMBEDDED ITEMS SHALL BE POSITIVELY SECURED IN PLACE BEFORE PLACING
CONCRETE. ALL EMBEDDED BOLTS SHALL BE STAINLESS STEEL.
ROUGHEN AND CLEAN ALL CONSTRUCTION JOINTS IN WALLS AND SLABS AS SPECIFIED
PRIOR TO PLACING ADJACENT CONCRETE.
CHAMFER ALL EXPOSED CONCRETE EDGES 3/4" TYPICAL, TO 6" BELOW FINISHED GRADE
UNLESS SHOWN OTHERWISE.
STRUCTURAL POURS SHALL BE PLACED AT (4') MAXIMUM VERTICAL LIFTS VIBRATED
THROUGH AND THROUGH AS SPECIFIED PER M.A.G. SECTION 505.
ALL ANCHOR BOLTS SHALL BE STAINLESS STEEL DRILLED ADHESIVE ANCHORS HILTI HIT
HY-200 MAX, ANCHORING SYSTEM OR EQUAL.
#3
#4
#5
#6
#7
#8
#9
TOP BAR*
1'-4"
1'-8"
2'-0"
2'-5"
3'-6"
4'-0"
4'-11"
OTHER BAR
1'-4"
1'-4"
1'-7"
1'-11"
2'-9"
3'-1"
3'-10"
CONCRETE:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
REUSE OF DOCUMENT:
Z:\GCE Projects\BWC-43\dwg\PHASE 3\01_BWC-43_Phase 3_G.dwgjonesb 09/13/24 - 3:23pm
BY
DATE
REVISION DESCRIPTION
REV.
GEORGE CAIRO ENGINEERING, INC.
STAPLEY CENTER
1630 S. STAPLEY DR., SUITE 117
MESA, ARIZONA 85204
WWW.GCAIROINC.COM
ROOKS ROAD BRIDGE
CROSSING BWCDD MAIN
CANAL & LATERAL 24
RELOCATION
PHASE 3
DESIGNED BY:
DRAWN BY:
PROJECT No.:
APPROVED BY:
PLOT DATE:
205 EAST ROOSEVELT AVENUE
BUCKEYE, ARIZONA 85326
(623) 386-2196
B. JONES
A. SOTO
BWC-43
SEPT, 2024
G. CAIRO
BUCKEYE, ARIZONA
BWCDD PROJECT No.: BWC-2149
GCE PROJECT No.: BWC-43
BWCDD MAIN CANAL
NOT FOR
CONSTRUCTION
SUBMITTAL
09/13/24
90%
BUCKEYE WATER
CONSERVATION
AND DRAINAGE DISTRICT
EXHIBIT "1"
BWCDD CITY OF BUCKEYE IGA

NOTE:
FOR ABBREVIATIONS NOT LISTED IN THIS
STANDARD LIST, SEE "ABBREVIATIONS FOR
USE ON DRAWINGS AND TEXT", PUBLISHED BY
THE AMERICAN NATIONAL STANDARDS
INSTITUTE, INC. (ANSI)
TANGENT, TOWNSHIP, TREAD
TOP AND BOTTOM
TEMPORARY BENCH MARK
TOP OF CONCRETE, TOP OF CURB
TEMPORARY CONSTRUCTION EASEMENT
TEMPORARY
TOP OF BANK
TOP OF LINING
TOP OF PIPE
TRANSITION
TOP OF STEEL, TOP OF STRUCTURE
TYPICAL
UNDERGROUND
UNIFORM BUILDING CODE
UNKNOWN
UNLESS NOTED OTHERWISE
UNITED STATES BUREAU OF RECLAMATION
VERTICAL CURVE
VERTICAL
WITH
WATER, WEST
WESTBOUND
WATER METER
WATER STOP, WATER SURFACE
WATER SURFACE ELEVATION
WATER VALVE
ELECTRICAL TRANSFORMER
YARD
YEAR
T
T&B
TBM
TC
TCE
TEMP
TOB
TOL
TOP
TRANS
TST, TOS
TYP
U/G
UBC
UNK
UNO
USBR
VC
VERT
W/
W
WB
WM
WS
WSEL
WV
X
YD
YR
ABBREVIATIONS:
@
AB
ABC
AC
ACI
ADDL
ADJ
ADOT
AG
AL
APPROX
APVD
AVE
AVG
AWWA
BC
BEG
BLDG
BM
BOTT
BW
BWCDD
C/L
CONC
CAP
CFS
CJ
CL
CLR
CLSM
CMP
COB
COR
CP
C TO C
CTR
CU
CU FT
CU IN.
CU YD
CULV
CV
CWS
D/W
D
DEG
DEMO
DET
DG
DIA
DIP
DR
DWG, DWGS
DWS
E
EA
EF
EX GR
EL, ELEC
ELEV
ENGR
EP
EQL
ESMT
EW
EX
EXP JT
FAB
FD
FIN GR
FLEX
F.O.
FT
FTG
G
GALV
GB
GND
GPM
GRTG
GT, GTR
GV
HDPE
HDWL
HGL
HGT
HORIZ
HW
HWY
AT
AGGREGATE BASE
AGGREGATE BASE COURSE
ASPHALTIC CONCRETE
AMERICAN CONCRETE INSTITUTE
ADDITIONAL
ADJACENT, ADJUSTABLE
ARIZONA DEPARTMENT OF TRANSPORTATION
AGRICULTURAL
ALUMINUM
APPROXIMATE, APPROXIMATELY
APPROVED
AVENUE
AVERAGE
AMERICAN WATER WORKS ASSOCIATION
BRASS CAP
BEGIN, BEGINNING
BUILDING
BENCHMARK
BOTTOM
BARBED WIRE
BUCKEYE WATER CONSERVATION AND
DRAINAGE DISTRICT
CHAIN LINK
CONCRETE
CAPACITY OR CENTRAL ARIZONA PROJECT
CUBIC FEET PER SECOND
CONSTRUCTION JOINT
CENTERLINE
CLEAR, CLEARANCE
CONTROL LOW STRENGTH MATERIAL
CORRUGATED METAL PIPE
CITY OF BUCKEYE
CORNER
CONTROL POINTS
CENTER TO CENTER
CENTER
CUBIC
CUBIC FOOT
CUBIC INCH
CUBIC YARD
CULVERT
CHECK VALVE
CHECKED WATER SURFACE
DRIVEWAY
DEPTH
DEGREE
DEMOLITION
DETAIL
DOWN GUY
DIAMETER
DUCTILE IRON PIPE
DRIVE
DRAWING, DRAWINGS
DESIGN WATER SURFACE
EAST, ELECTRIC
EACH
EACH FACE
EXISTING GRADE
ELECTRIC, ELECTRICAL, ELEVATION
ELEVATION
ENGINEER
EDGE OF PAVEMENT
EQUAL
EASEMENT
EACH WAY
EXISTING
EXPANSION JOINT
FABRICATION
FOUND
FINISH GRADE
FLEXIBLE
FIBER OPTIC
FOOT, FEET
FOOTING
GAS
GALVANIZED
GRAB BAR, GRADE BREAK
GROUND
GALLONS PER MINUTE
GRATING
GUTTER
GAS VALVE
HIGH DENSITY POLYETHYLENE
HEADWALL
HYDRAULIC GRADE LINE
HEIGHT
HORIZONTAL
HIGH WATER
HIGHWAY
INSIDE DIAMETER
INVERT ELEVATION
INSIDE FACE
INCH
INVERT
IRRIGATION, IRRIGATION VALVE
JOINT
LENGTH
LATERAL
LINEAR FEET
LANE
LAND SURVEYOR
MEASURED
MARICOPA ASSOCIATION OF GOVERNMENTS
MATERIAL
MAXIMUM
MARICOPA COUNTY
MANHOLE
MINIMUM
MISCELLANEOUS
MONUMENT
METAL
NOT APPLICABLE
NOT IN CONTRACT
NORTH
NORTH AMERICAN VERTICAL DATUM
NORTHEAST
NUMBER
NOMINAL
NORMAL
NATIONAL PIPE THREAD
NOT TO SCALE
NORTHWEST
NORMAL WATER SURFACE
OVERHEAD
OPERATION & MAINTENANCE
ON CENTER
OUTSIDE DIAMETER
OPENING
POINT OF INTERSECTION
PERMANENT IRRIGATION EASEMENT
PROPERTY LINE
POINT OF BEGINNING
POINT OF CURVATURE
POINT OF ENDING
POINT OF TANGENT
POWER POLE
PRECAST
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PUBLIC UTILITY EASEMENT
POLYVINYL CHLORIDE
PAVEMENT
FLOW RATE (CFS)
QUANTITY
RIGHT OF WAY
RADIUS
REBAR
REINFORCED CONCRETE
REINFORCED CONCRETE PIPE
ROAD
REINFORCE, REINFORCED, REINFORCING
REQUIRED
RAILROAD
SEWER, SOUTH
SCHEDULE
STORM DRAIN
SOUTHEAST
SECTION
SIMILAR
SPECIFICATIONS
SQUARE
SQUARE FOOT
SQUARE INCH
STAINLESS STEEL
STREET
STATION
STANDARD
STEEL
STRUCTURE
SUSPEND
SOUTHWEST
SYMMETRICAL
I.D.
IE
IF
IN.
INV.
IRR
JT
L
LAT
LF
LN
LS
M
MAG
MATL
MAX
MC
MH
MIN
MISC
MON
MTL
N/A
N/C
N
NAVD
NE
NO.
NOM
NORM
NP
NTS
NW
NWS
O/H
O&M
O.C.
O.D.
OPNG
PI
PIE
PL
POB
POC
POE
POT
PP
PRCST
PSF
PSI
PUE
PVC
PVMT
Q
QTY
R/W
RAD
RB
RC
RCP
RD
REINF
REQD
RR
S
SCH
SD
SE
SEC
SIM
SPECS
SQ
SQ FT
SQ IN.
SST, SS
ST
STA
STD
STL
STRUCT
SUSP
SW
SYMM
ABBREVIATIONS, LEGEND,
AND DRAWING
DESIGNATIONS
G - 5
LEGEND
NEW ASPHALT PAVEMENT
NEW/EX STAND PIPE
NEW/EX IRRIGATION STRUCTURE
EL. 1422.23
EL 1452.22
EX ASPHALT PAVEMENT
FUTURE CONC - CLIENT FILES
(HATCH OPTIONAL)
EX SLOPES (EARTHEN)
NEW SLOPES (CONCRETE)
NEW SLOPES (EARTHEN)
EX SLOPES (CONCRETE)
NEW IRRIGATION PIPE
EX IRRIGATION PIPE
NEW/EX DOWN GUY
POWER POLE
TRAFFIC LIGHT
STREET LIGHT
LIGHT POST
FIRE HYDRANT
WATER VALVE
STREET SIGNS
BARRICADE
EX TREE, PALM OR SHRUB
NEW SPOT ELEVATION
EX SPOT ELEVATION
WV
55
55
55
CONSTRUCTION NOTE
SALVAGE NOTE
REMOVAL NOTE
PROPERTY
ESMT/PIE
DRAINAGE ESMT
TEMP CONST ESMT
SECTION LINE
RIGHT OF WAY
NEW WATER LINE
EX WATER LINE
NEW GAS LINE
EX GAS LINE
NEW STORM DRAIN
EX STORM DRAIN
NEW SEWER LINE
SD
SD
W
W
G
G
SS
SS
RCL
RCL
EX SEWER LINE
NEW RECLAIMED WATER LINE
EX RECLAIMED WATER LINE
PROJECT BENCHMARK
TEMP BENCH MARK
NEW/EX IRRIGATION MANHOLE
FH
X
X
NEW/EX FENCE
NEW/EX CHAIN LINK
NEW/EX IRON POST FENCE
F
F
F
C
C
C
GRADING - DAYLIGHT
GRADING - CUT
R8E
0910
03
04
T5S
GRADE EX
EX RECLAIMED WATER LINE
DETAILS
STRUCTURAL
GENERAL
PLAN & PROFILE
SITE PLAN
SECTION AND DETAIL STANDARDS
SECTION (LETTER) DESIGNATION ON
DRAWING WHERE SECTION IS TAKEN.
ARROW INDICATES DIRECTION OF SECTION
DETAIL (NUMERAL) DESIGNATION ON
DRAWING WHERE DETAIL IS TAKEN
SCREENING
STANDARD DETAIL AS SHOWN ARE INTENDED TO BE
TYPICAL AND SHALL APPLY TO ALL SIMILAR SITUATIONS
OCCURING ON THE PROJECT, WHETHER OR NOT THEY ARE
KEYED IN EACH LOCATION. CONSULT THE ENGINEER FOR
REVIEW PRIOR TO CONSTRUCTION.
S
SP
LETTER
D
G
P
SHEET NUMBER (OR LINE IF
TAKEN AND SHOWN ON SAME
DRAWING OR BOTH) ON DRAWING
WHERE SECTION OR DETAIL IS
SHOWN.
DISCIPLINE
S-2
DISCIPLINE
(SEE TABLE)
DRAWING NUMBER
B
S-1
-
1
000
DRAWING DESIGNATION
SEE "SECTION AND DETAIL
IDENTIFICATION SYSTEM"
FOR DEFINITIONS
FACILITIES WITHIN OUTLINED
AREA SHOWN ON SITE PLAN
OR ADDITIONAL SHEET
SP-1
1
SITE PLAN / STANDARD DETAIL DESIGNATION
000
OR
STANDARD DETAIL
DESIGNATION (NUMERAL)
SCREENED ELEMENTS ON AREA MAPPING REPRESENT
EXISTING FACILITIES OR ELEVATIONS.
SCREENED BACKGROUNDS ON OTHER DRAWINGS CAN
REPRESENT EXISTING FACILITIES OR FACILITIES TO BE
CONSTRUCTED UNDER THIS CONTRACT, WHICH, IF DRAWN IN
SOLID LINES, WOULD OBSCURE THE PARTICULAR DETAILS
BEING SHOWN. CONSULT THE ENGINEER IF SCREENING OF
ANY ELEMENT IS NOT SELF-EXPLANATORY.
S-1
DEMOLISH AND REMOVAL
HATCH
SECTION CORNER
DIRT HATCH
CONCRETE HATCH
ROCK RIPRAP (AS NOTED)
NEW/EX IRRIGATION HEADWALL
NEW/EX IRRIGATION FLOW
CONTROL STRUCTURE
CONCRETE PIPE COLLAR
REUSE OF DOCUMENT:
Z:\GCE Projects\BWC-43\dwg\PHASE 3\01_BWC-43_Phase 3_G.dwgjonesb 09/13/24 - 3:23pm
BY
DATE
REVISION DESCRIPTION
REV.
GEORGE CAIRO ENGINEERING, INC.
STAPLEY CENTER
1630 S. STAPLEY DR., SUITE 117
MESA, ARIZONA 85204
WWW.GCAIROINC.COM
ROOKS ROAD BRIDGE
CROSSING BWCDD MAIN
CANAL & LATERAL 24
RELOCATION
PHASE 3
DESIGNED BY:
DRAWN BY:
PROJECT No.:
APPROVED BY:
PLOT DATE:
205 EAST ROOSEVELT AVENUE
BUCKEYE, ARIZONA 85326
(623) 386-2196
B. JONES
A. SOTO
BWC-43
SEPT, 2024
G. CAIRO
BUCKEYE, ARIZONA
BWCDD PROJECT No.: BWC-2149
GCE PROJECT No.: BWC-43
BWCDD MAIN CANAL
NOT FOR
CONSTRUCTION
SUBMITTAL
09/13/24
90%
BUCKEYE WATER
CONSERVATION
AND DRAINAGE DISTRICT
B
BRIDGE
EXHIBIT "1"
BWCDD CITY OF BUCKEYE IGA

OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
BP: 10+00.00
EP: 18+12.75
PI: 14+05.18
PI: 15+10.53
PI: 15+66.28
PI: 17+50.00
18+13
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
G - 6
QUANTITIES
SURVEY CONTROL
PLAN WINDOW ON
PLAN AND PROFILE
DRAWING
INDICATES LOWER RIGHT
CORNER OF PLAN WINDOW
DRAWING NUMBER
X-X
LAT 24 CONSTRUCTION QUANTITIES PHASE 3
ITEM
QUANTITIES
UNIT
BRIDGE STRUCTURE
1
EA
WING WALL
240
LF
RETAINING WALL
52
LF
SLOPE PAVING
220
LF
NOTES:
1. ALL QUANTITIES ARE APPROXIMATE AND SHALL BE VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION.
KEY PLAN,
SURVEY CONTROL,
AND QUANTITIES
SURVEY CONTROL
POINT
NORTHING
EASTING
ELEVATION
DESCRIPTION
30370-Z1
165603.32
289107.36
891.20
MARICOPA COUNTY ALUMINUM CAP FLUSH
101' EAST OF ROOKS ROAD & BASELINE ROAD
30351-1
162967.75
288919.60
876.49
MARICOPA COUNTY BRASS CAP IN HAND HOLE @
MC 85 HWY & ROOKS ROAD
50631-2M
165587.30
2915590.72
890.73
MARICOPA COUNTY ALUMINUM CAP FLUSH
N 1/4 COR. SEC 6 T1S, R3W
30369-2M
165624.10
286448.86
892.87
MARICOPA COUNTY ALUMINUM CAP FLUSH
N 1/4 COR. SEC. 1 T1S, R4W
50666-Z1
165586.45
291748.32
890.02
MARICOPA COUNTY BRASS CAP FLUSH. 158' EAST OF
THE N 1/4 COR. SEC. 6 T1S, R3W
NOTE: BENCHMARK INFORMATION PROVIDED BY BURGESS & NIPLE, INC.
N
REUSE OF DOCUMENT:
Z:\GCE Projects\BWC-43\dwg\PHASE 3\01_BWC-43_Phase 3_G.dwgjonesb 09/13/24 - 3:23pm
BY
DATE
REVISION DESCRIPTION
REV.
GEORGE CAIRO ENGINEERING, INC.
STAPLEY CENTER
1630 S. STAPLEY DR., SUITE 117
MESA, ARIZONA 85204
WWW.GCAIROINC.COM
ROOKS ROAD BRIDGE
CROSSING BWCDD MAIN
CANAL & LATERAL 24
RELOCATION
PHASE 3
DESIGNED BY:
DRAWN BY:
PROJECT No.:
APPROVED BY:
PLOT DATE:
205 EAST ROOSEVELT AVENUE
BUCKEYE, ARIZONA 85326
(623) 386-2196
B. JONES
A. SOTO
BWC-43
SEPT, 2024
G. CAIRO
BUCKEYE, ARIZONA
BWCDD PROJECT No.: BWC-2149
GCE PROJECT No.: BWC-43
BWCDD MAIN CANAL
NOT FOR
CONSTRUCTION
SUBMITTAL
09/13/24
90%
BUCKEYE WATER
CONSERVATION
AND DRAINAGE DISTRICT
KEY PLAN
P-1
PT 30370-Z1
E 1/4 COR SEC 1
T1S, R4W
ROOKS RD
FLOW
BUCKEYE MAIN
CANAL
96" DIA PVNGS
WATERLINE
FUTURE
ROOKS
ROAD
MC 85
ROOKS RD
(FUTURE)
EXHIBIT "1"
BWCDD CITY OF BUCKEYE IGA

T8
T10
BP: 496+75.00
EP: 504+00.00
PI: 499+06.45
PI: 501+30.45
PI: 503+25.00
496+75497+00
498+00
499+00
500+00
501+00
502+00
503+00
504+00
T9
BP: 10+00.00
10+00
11+00
BWCDD MAIN CANAL TANGENT COORDINATE TABLE
TANGENT #
T8
T9
T10
START STA
496+75.00
499+06.45
501+30.45
BEARING
S75°10'39"W
S74°48'15"W
S75°40'50"W
DISTANCE
231.45'
224.00'
194.55'
END STA
499+06.45
501+30.45
503+25.00
START POINT (N, E)
(163814.94,289194.23)
(163755.73,288970.49)
(163697.01,288754.32)
END POINT (N, E)
(163755.73,288970.49)
(163697.01,288754.32)
(163648.89,288565.81)
GEOMETRIC ALIGNMENT
AND COORDINATE TABLE
G - 7
REUSE OF DOCUMENT:
Z:\GCE Projects\BWC-43\dwg\PHASE 3\01_BWC-43_Phase 3_G.dwgjonesb 09/13/24 - 3:23pm
BY
DATE
REVISION DESCRIPTION
REV.
GEORGE CAIRO ENGINEERING, INC.
STAPLEY CENTER
1630 S. STAPLEY DR., SUITE 117
MESA, ARIZONA 85204
WWW.GCAIROINC.COM
ROOKS ROAD BRIDGE
CROSSING BWCDD MAIN
CANAL & LATERAL 24
RELOCATION
PHASE 3
DESIGNED BY:
DRAWN BY:
PROJECT No.:
APPROVED BY:
PLOT DATE:
205 EAST ROOSEVELT AVENUE
BUCKEYE, ARIZONA 85326
(623) 386-2196
B. JONES
A. SOTO
BWC-43
SEPT, 2024
G. CAIRO
BUCKEYE, ARIZONA
BWCDD PROJECT No.: BWC-2149
GCE PROJECT No.: BWC-43
BWCDD MAIN CANAL
NOT FOR
CONSTRUCTION
SUBMITTAL
09/13/24
90%
BUCKEYE WATER
CONSERVATION
AND DRAINAGE DISTRICT
BWCDD MAIN CANAL GEOMETRIC ALIGNMENT
N
SECTION LINE
BWCDD MAIN
CANAL CL
LATERAL 24
EDGE OF CANAL ESTABLISHED BY
DOC # 1998-0233087, M.C.R.
55' R/W
DOC #2021-1039901, M.C.R.
90.32' R/W
DOC # 2015-0766079, M.C.R.
APN 401-87-009B
DKT 12814 PG 819, M.C.R.
EDGE OF CANAL ESTABLISHED BY
DOC # 2015-0139147, M.C.R.
NEW BWCDD ESMT
EXHIBIT "1"
BWCDD CITY OF BUCKEYE IGA

F
F
F
F
F
F
W
W
W
W
W
W
W
S
SS
SS
SS
SS
S
SS
SS
S
SS
SS
SS
SS
OHE
OHE
OHE
OHE
OHE
OHE
OHE
269
270
271
272
273
274
275
276
277
EP: 504+00.00
PI: 499+06.45
PI: 501+30.45
PI: 503+25.00
499+00
500+00
501+00
502+00
503+00
504+00
STA 500+83.90
EX LAT 24 HDWL
STA 500+00.00
BRIDGE CL
REUSE OF DOCUMENT:
Z:\GCE Projects\BWC-43\dwg\PHASE 3\02_BWC-43_Phase 3_P.dwgjonesb 09/13/24 - 3:24pm
BY
DATE
REVISION DESCRIPTION
REV.
GEORGE CAIRO ENGINEERING, INC.
STAPLEY CENTER
1630 S. STAPLEY DR., SUITE 117
MESA, ARIZONA 85204
WWW.GCAIROINC.COM
ROOKS ROAD BRIDGE
CROSSING BWCDD MAIN
CANAL & LATERAL 24
RELOCATION
PHASE 3
DESIGNED BY:
DRAWN BY:
PROJECT No.:
APPROVED BY:
PLOT DATE:
205 EAST ROOSEVELT AVENUE
BUCKEYE, ARIZONA 85326
(623) 386-2196
B. JONES
A. SOTO
BWC-43
SEPT, 2024
G. CAIRO
BUCKEYE, ARIZONA
BWCDD PROJECT No.: BWC-2149
GCE PROJECT No.: BWC-43
BWCDD MAIN CANAL
NOT FOR
CONSTRUCTION
SUBMITTAL
09/13/24
90%
BUCKEYE WATER
CONSERVATION
AND DRAINAGE DISTRICT
BWCDD MAIN CANAL
PLAN AND PROFILE
P - 1
DEMOLITION NOTES
NO.
DESCRIPTION
CONSTRUCTION NOTES
NO.
DESCRIPTION
HORIZ SCALE:
60'
30'
0'
1
1
2
REMOVE RIPRAP
2
SHOTCRETE LINING, SEE PHASE 2 PLANS.
CONSTRUCT BRIDGE STRUCTURE.
10
LF
VERT SCALE:
6'
3'
0'
GENERAL NOTES
1.
FUTURE ROADWAY IMPROVEMENTS AS SHOWN PROVIDED
BY BURGESS & NIPLE, INC. FOR ILLUSTRATION AND
REFERENCE PURPOSES ONLY.
2.
EXISTING LAT 24 T.O. PLUGGED AS PART OF LAT 24 T.O.
AND INTERIM RELOCATIONS TO BE REMOVED AS PART OF
THIS PROJECT.
3.
CONSTRUCTION ACTIVITIES SHALL OCCUR DURING 2024
DRY-UP.
4.
KORE WATER LINE SHALL BE RELOCATED TO CENTER OF
BRIDGE DRILLED SHAFTS.
5.
ALL UTILITIES SHALL BE STAKED AND VERIFIED PRIOR TO
CONSTRUCTION OF DRILLED SHAFTS. FINAL LOCATION OF
DRILLED SHAFTS SHALL BE APPROVED BY ENGINEER.
STA 503+25.01
EX CHECK STRUCT
PLAN
N
PROFILE
875
880
885
890
895
870
875
880
885
890
895
870
501+00
502+00
503+00
504+00
1
EX CHECK STRUCT
PROTECT IN PLACE
20' TRANSITION
96" DIA PVNGS WL
1
2
BWCDD MAIN CANAL
FLOW
STA 510+60.45
BEGIN SHOTCRETE LINING
SHOTCRETE LINING
165 LF
MATCH EX
INV 877.60±
MATCH EX
INV 877.72±
RID LATERAL 18
INFLOW
500+00
499+00
498+00
REMOVE EX STRUCTURE, NOTE 2
2
EA
20'
TRANSITION
TOB
RT
TOB
LT
2
ROAD STA 18+45.85
BRIDGE STA 500+00.00
3
6
3
WELL
19.5M
STA 499+02.67
WELL 19.5M OUTLET
STA 499+82.61
EX LAT 24 T.O.
NOTE 2
TYP
WING WALL, SEE SP-3.
CONSTRUCT PAVED O&M TO BRIDGE
TRANSITIONS
240
LF
1
EA
4
EA
10:1
10:1
10:1
10:1
NOTE 4
PROPOSED POLE RELOCATION
5
RETAINING WALL, SEE SP-3.
52
LF
5
6
4
3
4
SLOPE PAVING.
220
LF
104A
3
4
4
SEE PHASE 2
PLANS
SEE PHASE 2 PLANS
EX SEWER LINE
SEE NOTE 5
EX WATER LINE
SEE NOTE 5
FUTURE ROOKS ROAD
FLOW
CAUTION
OHE
(APS)
CAUTION
OHE
(APS)
2
EXHIBIT "1"
BWCDD CITY OF BUCKEYE IGA

OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
F
F
F
F
F
F
F
F
F
F
F
F
F
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
PI: 499+06.45
PI: 501+30.45
499+00
500+00
501+00
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
27'-0"
25'-8"
25'-0"
21'-8"
23'-1"
30'-1"
4'-3"
7'-0"
6'-10"
REUSE OF DOCUMENT:
Z:\GCE Projects\BWC-43\dwg\PHASE 3\03_BWC-43_Phase 3_SP.dwgjonesb 09/13/24 - 3:24pm
BY
DATE
REVISION DESCRIPTION
REV.
GEORGE CAIRO ENGINEERING, INC.
STAPLEY CENTER
1630 S. STAPLEY DR., SUITE 117
MESA, ARIZONA 85204
WWW.GCAIROINC.COM
ROOKS ROAD BRIDGE
CROSSING BWCDD MAIN
CANAL & LATERAL 24
RELOCATION
PHASE 3
DESIGNED BY:
DRAWN BY:
PROJECT No.:
APPROVED BY:
PLOT DATE:
205 EAST ROOSEVELT AVENUE
BUCKEYE, ARIZONA 85326
(623) 386-2196
B. JONES
A. SOTO
BWC-43
SEPT, 2024
G. CAIRO
BUCKEYE, ARIZONA
BWCDD PROJECT No.: BWC-2149
GCE PROJECT No.: BWC-43
BWCDD MAIN CANAL
NOT FOR
CONSTRUCTION
SUBMITTAL
09/13/24
90%
BUCKEYE WATER
CONSERVATION
AND DRAINAGE DISTRICT
BRIDGE SITE PLAN
SP - 1
BWCDD MAIN CANAL
FLOW
10:1
10:1
10:1
10:1
ROAD STA 18+45.85
BRIDGE STA 500+00.00
ROAD STA 18+21.11, 0.03' LT
TOP OF PVMT EL 888.60'
SP-2
A
SP-2
A
BRIDGE SITE PLAN
NTS
ROAD STA 18+70.60, 0.31' LT
TOP OF PVMT EL 888.77'
STA 18+58.72, 60.21' LT
TOP OF O&M PVMT EL 887.54'
STA 18+10.83, 60.24' LT
TOP OF O&M PVMT EL 887.38'
ROAD STA 18+83.28, 59.51' RT
TOP OF O&M PVMT EL 888.54'
ROAD STA 18+32.09, 60.11' RT
TOP OF O&M PVMT EL 887.22'
2%
2%
2%
STA 18+62.64, 40' LT
TOP OF PVMT EL 887.96'
STA 18+14.21, 40' LT
TOP OF PVMT EL 887.79'
ROAD STA 18+79.05, 40' RT
TOP OF PVMT EL 887.94'
ROAD STA 18+28.33, 40' RT
TOP OF PVMT EL 887.78'
STA 18+38.08, 40' LT
TOP OF PVMT EL 887.89'
STA 18+53.59, 40' LT
TOP OF PVMT EL 887.88'
TOP OF PVMT EL 888.69'
3:1
3:1
PROPOSED POLE RELOCATION
ABUTMENT
2 (NORTH)
ABUTMENT 1
(SOUTH)
SEE PHASE 2
PLANS
N
20'
10'
0'
DRILLED
SHAFT, TYP
NOTE:
1. ALL UTILITIES SHALL BE STAKED AND VERIFIED PRIOR TO
CONSTRUCTION OF DRILLED SHAFTS. FINAL LOCATION OF
DRILLED SHAFTS SHALL BE APPROVED BY ENGINEER.
2. SEE BD SHEETS FOR BRIDGE DETAILS.
EX SEWER LINE
SEE NOTE 1
EX SEWER LINE
SEE NOTE 1
FUTURE EX
WATER LINE
SEE NOTE 1
FUTURE
ROOKS
ROAD
CAUTION
OHE
(APS)
CAUTION
OHE
(APS)
20'-0"
EXHIBIT "1"
BWCDD CITY OF BUCKEYE IGA

47'-5 1/2"
REUSE OF DOCUMENT:
Z:\GCE Projects\BWC-43\dwg\PHASE 3\03_BWC-43_Phase 3_SP.dwgjonesb 09/13/24 - 3:24pm
BY
DATE
REVISION DESCRIPTION
REV.
GEORGE CAIRO ENGINEERING, INC.
STAPLEY CENTER
1630 S. STAPLEY DR., SUITE 117
MESA, ARIZONA 85204
WWW.GCAIROINC.COM
ROOKS ROAD BRIDGE
CROSSING BWCDD MAIN
CANAL & LATERAL 24
RELOCATION
PHASE 3
DESIGNED BY:
DRAWN BY:
PROJECT No.:
APPROVED BY:
PLOT DATE:
205 EAST ROOSEVELT AVENUE
BUCKEYE, ARIZONA 85326
(623) 386-2196
B. JONES
A. SOTO
BWC-43
SEPT, 2024
G. CAIRO
BUCKEYE, ARIZONA
BWCDD PROJECT No.: BWC-2149
GCE PROJECT No.: BWC-43
BWCDD MAIN CANAL
NOT FOR
CONSTRUCTION
SUBMITTAL
09/13/24
90%
BUCKEYE WATER
CONSERVATION
AND DRAINAGE DISTRICT
BRIDGE CANAL SECTION
SP - 2
HORIZ SCALE:
10'
5'
0'
VERT SCALE:
875
880
885
890
895
875
880
885
890
895
STA 18+45.85
BRIDGE DECK W/O
2" AC EL 888.51'
STA 18+70.60, 0.31' LT
STA 18+70.60, 0.31' LT
ABUTMENT 2 (NORTH)
BRIDGE DECK W/O 2"
AC EL 888.60'
ABUTMENT 1 (SOUTH)
BRIDGE DECK W/O
2" AC EL 888.43'
BRIDGE SECTION
NTS
A
-
WSE 881.00'±
10'
5'
0'
40'
40'
ELEV 882.51'
ELEV 842.51'
ELEV 882.45'
ELEV 842.45'
EX CANAL
EXHIBIT "1"
BWCDD CITY OF BUCKEYE IGA

OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
PI: 499+06.45
PI: 501+30.45
499+00
500+00
501+00
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
43'-4"
54'-2"
47'-10"
74'-2"
27'-0"
25'-8"
25'-0"
21'-8"
23'-1"
30'-1"
4'-3"
7'-0"
22'-0"
30'-0"
20'-0"
6'-10"
RETAINING WALL
SITE PLAN
SP - 3
BWCDD MAIN CANAL
FLOW
10:1
10:1
10:1
10:1
ROAD STA 18+45.85
BRIDGE STA 500+00.00
ROAD STA 18+21.11, 0.03' LT
TOP OF PVMT EL 888.60'
RETAINING WALL SITE PLAN
NTS
ROAD STA 18+70.60, 0.31' LT
TOP OF PVMT EL 888.77'
STA 18+58.72, 60.21' LT
TOP OF O&M PVMT EL 887.54'
STA 18+10.83, 60.24' LT
TOP OF O&M PVMT EL 887.38'
ROAD STA 18+83.28, 59.51' RT
TOP OF O&M PVMT EL 888.54'
ROAD STA 18+32.09, 60.11' RT
TOP OF O&M PVMT EL 887.22'
2%
2%
2%
TOP OF PVMT EL 888.69'
3:1
3:1
FLOW
S-1
2
S-1
2
S-1
2
3:1
3:1
N
20'
10'
0'
3:1
3:1
3:1
3:1
MATCH EX GRADE
MATCH EX GRADE
MATCH EX GRADE
FG 885.59'
FG 887.13'
FG 885.60'
FG 885.63'
FG 887.09'
FG 887.69'
FG 882.85
FG 883.83
FG 885.66
FG 885.76
FG 887.26
FG 887.56
SLOPE PAVING,
TYP 104A
FG 885.91
FG 885.91'
FG 886.66'
FG 883.56'
FG 882.26'
FG 881.64'
S-1
2
S-1
1
FG 880.15'
FG 887.47'
FG 887.01'
FG 885.51'
FG 881.47'
FG 881.67'
FG 885.49'
FG 886.99'
EG ±882.39'
EG ±882.43'
S-1
2
PROPOSED POLE RELOCATION
MATCH
EX GRADE
MATCH
EX GRADE
MATCH
EX GRADE
MATCH
EX GRADE
MATCH EX GRADE
MATCH EX GRADE
REUSE OF DOCUMENT:
Z:\GCE Projects\BWC-43\dwg\PHASE 3\03_BWC-43_Phase 3_SP.dwgjonesb 09/13/24 - 3:24pm
BY
DATE
REVISION DESCRIPTION
REV.
GEORGE CAIRO ENGINEERING, INC.
STAPLEY CENTER
1630 S. STAPLEY DR., SUITE 117
MESA, ARIZONA 85204
WWW.GCAIROINC.COM
ROOKS ROAD BRIDGE
CROSSING BWCDD MAIN
CANAL & LATERAL 24
RELOCATION
PHASE 3
DESIGNED BY:
DRAWN BY:
PROJECT No.:
APPROVED BY:
PLOT DATE:
205 EAST ROOSEVELT AVENUE
BUCKEYE, ARIZONA 85326
(623) 386-2196
B. JONES
A. SOTO
BWC-43
SEPT, 2024
G. CAIRO
BUCKEYE, ARIZONA
BWCDD PROJECT No.: BWC-2149
GCE PROJECT No.: BWC-43
BWCDD MAIN CANAL
NOT FOR
CONSTRUCTION
SUBMITTAL
09/13/24
90%
BUCKEYE WATER
CONSERVATION
AND DRAINAGE DISTRICT
DRILLED
SHAFT, TYP
FUTURE
ROOKS
ROAD
NOTE 1
NOTES:
1. CONTRACTOR SHALL REMOVE AND
REPLACE FENCING FOR CONSTRUCTION
OF RETAINING WALLS.
CAUTION
OHE
(APS)
CAUTION
OHE
(APS)
EXHIBIT "1"
BWCDD CITY OF BUCKEYE IGA

REUSE OF DOCUMENT:
Z:\GCE Projects\BWC-43\dwg\PHASE 3\04_BWC-43_Phase 3_BD.dwgjonesb 09/13/24 - 3:25pm
BY
DATE
REVISION DESCRIPTION
REV.
GEORGE CAIRO ENGINEERING, INC.
STAPLEY CENTER
1630 S. STAPLEY DR., SUITE 117
MESA, ARIZONA 85204
WWW.GCAIROINC.COM
ROOKS ROAD BRIDGE
CROSSING BWCDD MAIN
CANAL & LATERAL 24
RELOCATION
PHASE 3
DESIGNED BY:
DRAWN BY:
PROJECT No.:
APPROVED BY:
PLOT DATE:
205 EAST ROOSEVELT AVENUE
BUCKEYE, ARIZONA 85326
(623) 386-2196
B. JONES
A. SOTO
BWC-43
SEPT, 2024
G. CAIRO
BUCKEYE, ARIZONA
BWCDD PROJECT No.: BWC-2149
GCE PROJECT No.: BWC-43
BWCDD MAIN CANAL
NOT FOR
CONSTRUCTION
SUBMITTAL
09/13/24
90%
BUCKEYE WATER
CONSERVATION
AND DRAINAGE DISTRICT
GENERAL NOTES:
DESIGN SPECIFICATIONS
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, CUSTOMARY US UNITS, FOURTH
EDITION, 2012 AND REVISIONS TO DATE.
CONSTRUCTION SPECIFICATIONS
MARICOPA ASSOCIATION OF GOVERNMENTS(MAG), UNIFORM STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 2008 EDITION, APPLICABLE WHEN
REFERENCED IN SPECIAL PROVISIONS AND AREAS NOT COVERED BY MAG
SPECIFICATION.
DESIGN LOADINGS
LIVE LOAD, HL-93 (LRFD)
DEAD LOAD INCLUDES ALLOWANCES OF 25 PSF FOR FUTURE WEARING SURFACE.
THE SUPERSTRUCTURE IS DESIGNED AS COMPOSITE SECTION WITH THE TOP 1/2" OF
SLAB THICKNESS REMOVED FROM THE DESIGN SECTION PROPERTIES TO ACCOUNT
FOR GRINDING, GROOVING & WEARING.
SEISMIC PERFORMANCE ZONE 1 (ACCELERATION COEFFICIENT OF 0.04).
RATING
INVENTORY AND OPERATING RATING FOR HL-93 ARE IN ACCORDANCE WITH AASHTO
MANUAL FOR BRIDGE EVALUATION, SECOND EDITION 2011 WITH 2013 INTERIM
REVISIONS
INVENTORY ........................................... 1.36
OPERATING .......................................... 1.77
COMPOSITE DESIGN - DEAD LOAD CARRIED BY VOIDED SLAB ONLY, VOIDED SLABS ARE
DESIGNED USING TRANSFORMED SECTION PROPERTIES.
CONCRETE STRESSES
ALL CONCRETE SHALL BE CLASS "S" PER THE ADOT STANDARD SPECIFICATIONS FOR
ROAD AND BRIDGE CONSTRUCTION, 2008
DECK ......................................................................
f'c = 4,500 PSI - CLASS "S"
CURB, ABUTMENTS, APPROACH SLABS ...........
f'c = 4,500 PSI - CLASS "S"
DRILLED SHAFTS ..................................................
f'c = 4,500 PSI - CLASS "S"
GIRDERS ................................................................
f'c = 6,000 PSI - SEE GIRDER SHEETS
REINFORCING STEEL SHALL CONFORM TO ASTM A615 EXCEPT WHERE ASTM A706 IS
SPECIFIED FOR WELDABILITY. ALL REINFORCING STEEL SHALL BE FURNISHED AS
GRADE 60.
PRESTRESSING STEEL SHALL CONFORM TO ASTM A416 GRADE 270 LOW RELAXATION
7-WIRE STRAND.
ALL BENDS AND HOOKS SHALL MEET THE REQUIREMENTS OF ASSHTO LRFD SECTION
5.10.2. ALL BEND DIMENSIONS FOR REINFORCING STEEL SHALL BE OUT-TO-OUT OF
BARS. ALL PLACEMENT DIMENSIONS FOR REINFORCING STEEL SHALL BE CENTER OF
BARS UNLESS NOTED OTHERWISE.
ALL REINFORCING STEEL SHALL HAVE 2 INCH CLEAR COVER, UNLESS NOTED
OTHERWISE.
CHAMFER ALL EXPOSED CORNERS 3/4" UNLESS NOTED OTHERWISE.
BRIDGE BARRIERS SHALL NOT BE CAST BY THE SLIP FORM METHOD.
ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WELDING
SOCIETY BRIDGE WELDING CODE D1.5-2002, UNLESS NOTED OTHERWISE.
ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, UNLESS NOTED OTHERWISE.
DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS.
AC SHALL BE CONSTRUCTED BETWEEN BRIDGE CURBS AND ON THE APPROACH SLABS,
AC SHALL TAPER BACK TO ROADWAY PAVEMENT GRADE IN 40'-0".
SEE GEOTECHNICAL REPORT FOR ADDITIONAL CONCRETE AND SUBGRADE
REQUIREMENTS.
BRIDGE NOTES
BD - 1
UTILITIES
1.
ALL EXISTING FACILITIES SHALL BE STAKED PRIOR TO INSTALLATION OF DRILLED
SHAFTS.
2.
OVERHEAD POWER LINES SHALL BE DE-ENERGIZED AND REMOVED FOR THE
INSTALLATION OF THE BRIDGE. CONTRACTOR SHALL COORDINATE WITH APS FOR
REMOVAL DATE SCHEDULE.
SPECIAL INSPECTION - STRUCTURAL ONLY:
FOR SPECIAL STRUCTURAL INSPECTIONS, CONTACT GCE, 480-921-4080, PRIOR TO
CONSTRUCTION:
SPECIAL INSPECTION SHALL BE PREFORMED UNDER THE DIRECT SU[ERVISION OF A
STATE REGISTERED ENGINEER WHO IS FAMILIAR WITH THE STRUCTURAL DESIGN OF
THIS PROJECT. THE SUPERVISING ENGINEER OF RECORD SHALL SEAL THE SPECIAL
INSPECTION CERTIFICATE.
SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW IN ADDITION
TO THE INSPECTIONS CONDUCTED BY THE OWNER. SPECIAL INSPECTIONS ARE
REQUIRED PER CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE FOR THE
FOLLOWING:
CONCRETE CONSTRUCTION:
1.
CONCRETE
A. DURING TAKING OF TEST SPECIMENS
B. CONTINUOUS INSPECTION DURING THE PLACEMENT OF ALL REINFORCED
CONCRETE IN DRILLED SHAFT FOUNDATIONS, ABUTMENTS, DECK,BRIDGE
PARAPET AND APPROACH SLABS.
C. CONTINUOUS INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO
AND DURING THE PLACEMENT OF CONCRETE AROUND BOLTS.
2.
REINFORCING STEEL: INSPECTION OF IN-PLACE REINFORCING FOR CONFORMANCE
PRIOR TO CLOSING OF FORMS OR THE DELIVERY OF CONCRETE TO THE JOBSITE
FOR THE FOLLOWING:
A. REINFORCING FOR ALL CONCRETE REQUIRED TO HAVE INSPECTION NOTED
ABOVE.
B. REINFORCING FOR CONCRETE DRILLED SHAFT FOUNDATIONS.
SPECIAL INSPECTION - NON-STRUCTURAL:
GEOTECHNICAL INSPECTIONS, BY OTHERS. PLEASE CONTACT XXXX AT XXX. THE
DRILLED SHAFT FOUNDATION EXCAVATION AND APPROACH SLAB SUBGRADE SHALL BE
INSPECTED BY GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF REINFORCING
STEEL TO VERIFY THEIR DESIGN ASSUMPTIONS, TO APPROVE THE LENGTH OF SHAFTS
AND TO ACCEPT EXPOSED SUBGRADE SOILS FOR THE APPROACH SLAB.
DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR:
1.
THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT
CONFORMS TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS.
2.
THE SPECIAL INSPECTOR IS NOT AUTHORIZED TO APPROVE DEVIATIONS FROM THE
DESIGN DRAWINGS OR SPECIFICATIONS, AND ALL DEVIATIONS MUST BE APPROVED
BY THE ENGINEER OF RECORD PRIOR TO THE PROCEEDING WITH THE WORK.
3.
THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING
OFFICIAL AND THE ENGINEER OF RECORD. ALL DISCREPANCIES SHALL BE
BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION,
THEN, IF UNCORRECTED TOT HE ENGINEER OF RECORD AND THE BUILDING
OFFICIAL.
4.
UPON COMPLETION OF THE ASSIGNED WORK THE ENGINEER OF RECORD SHALL
COMPLETE AND SIGN THE APPROPRIATE FORMS CERTIFYING THAT TO THE BEST
OF THEIR KNOWLEDGE THE WORK IS IN CONFORMANCE WITH THE APPROVED PANS
AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE
CODE.
EXHIBIT "1"
BWCDD CITY OF BUCKEYE IGA

500+00
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
9'-0"
12'-0"
10'-6"
10'-6"
10'-6"
12'-6"
13'-3"
13'-0"
11'-3"
12'-6"
12'-3"
12'-6"
12'-0"
13'-3"
12'-6"
12'-6"
12'-6"
12'-6"
12'-6"
OHE
OHE
OHE
O
OHE
OHE
OHE
OHE
OHE
OHE
OHE
45'-2"
REUSE OF DOCUMENT:
Z:\GCE Projects\BWC-43\dwg\PHASE 3\04_BWC-43_Phase 3_BD.dwgjonesb 09/13/24 - 3:25pm
BY
DATE
REVISION DESCRIPTION
REV.
GEORGE CAIRO ENGINEERING, INC.
STAPLEY CENTER
1630 S. STAPLEY DR., SUITE 117
MESA, ARIZONA 85204
WWW.GCAIROINC.COM
ROOKS ROAD BRIDGE
CROSSING BWCDD MAIN
CANAL & LATERAL 24
RELOCATION
PHASE 3
DESIGNED BY:
DRAWN BY:
PROJECT No.:
APPROVED BY:
PLOT DATE:
205 EAST ROOSEVELT AVENUE
BUCKEYE, ARIZONA 85326
(623) 386-2196
B. JONES
A. SOTO
BWC-43
SEPT, 2024
G. CAIRO
BUCKEYE, ARIZONA
BWCDD PROJECT No.: BWC-2149
GCE PROJECT No.: BWC-43
BWCDD MAIN CANAL
NOT FOR
CONSTRUCTION
SUBMITTAL
09/13/24
90%
BUCKEYE WATER
CONSERVATION
AND DRAINAGE DISTRICT
DRILLED SHAFT PLAN
DETAILS
BD - 2
N
NOTE:
1. ALL UTILITIES SHALL BE STAKED AND VERIFIED PRIOR TO
CONSTRUCTION OF DRILLED SHAFTS. FINAL LOCATION OF
DRILLED SHAFTS SHALL BE APPROVED BY ENGINEER.
FLOW
BWCDD MAIN CANAL
ROAD STA 18+45.85
BRIDGE STA 500+00.00
EX SEWER LINE
SEE NOTE 1
EX SEWER LINE
SEE NOTE 1
FUTURE EX
WATER LINE
SEE NOTE 1
10'
5'
0'
DRILLED SHAFT PLAN DETAILS
ABUTMENT 2
(NORTH)
ABUTMENT 1
(SOUTH)
DRILLED
SHAFT, TYP
EXHIBIT "1"
BWCDD CITY OF BUCKEYE IGA

TOP EL
SEE TABLE
BOTTOM OF ABUT
CAP
36-IN DIA
DRILLED SHAFT
2'-0"
3"
3"
#5 TIES @ 12"
STAGGERED
AS SHOWN
(TYP)
3'-0"
INSPECTION TUBES
TOTAL 4 EQ SPACING
SEE NOTE 2
5 - # 10 BUNDLED
(TOTAL 10 BARS)
6"
CLR
6"
3"
TIP EL
SEE TABLE
CL DRILLED SHAFTS
90°
REUSE OF DOCUMENT:
Z:\GCE Projects\BWC-43\dwg\PHASE 3\04_BWC-43_Phase 3_BD.dwgjonesb 09/13/24 - 3:25pm
BY
DATE
REVISION DESCRIPTION
REV.
GEORGE CAIRO ENGINEERING, INC.
STAPLEY CENTER
1630 S. STAPLEY DR., SUITE 117
MESA, ARIZONA 85204
WWW.GCAIROINC.COM
ROOKS ROAD BRIDGE
CROSSING BWCDD MAIN
CANAL & LATERAL 24
RELOCATION
PHASE 3
DESIGNED BY:
DRAWN BY:
PROJECT No.:
APPROVED BY:
PLOT DATE:
205 EAST ROOSEVELT AVENUE
BUCKEYE, ARIZONA 85326
(623) 386-2196
B. JONES
A. SOTO
BWC-43
SEPT, 2024
G. CAIRO
BUCKEYE, ARIZONA
BWCDD PROJECT No.: BWC-2149
GCE PROJECT No.: BWC-43
BWCDD MAIN CANAL
NOT FOR
CONSTRUCTION
SUBMITTAL
09/13/24
90%
BUCKEYE WATER
CONSERVATION
AND DRAINAGE DISTRICT
NOTES:
1. DRILLED SHAFT EXCAVATION IS NOT PERMITTED
WITHIN 48 HOURS OF THE COMPLETION OF CONCRETE
PLACEMENT OF ANY ADJACENT DRILLED SHAFT. AND
ADJACENT DRILLED SHAFT IS ANY DRILLED SHAFT
LOCATED 4 DIAMETER'S OR LESS MEASURED CENTER
TO CENTER.
2. NUMBER AND LOCATION OF INSPECTION TUBES
SHOWN IN THE SECTION TO BE INSTALLED FOR
DRILLED SHAFTS CONSTRUCTED UNDER SLURRY OR
WATER ONLY. SIZE, TYPE, AND DETAILS OF TUBES
SHALL BE PER THE SPECIAL PROVISIONS. INSPECTION
TUBES SHALL NOT BE ATTACHED TO THE
LONGITUDINAL REINFORCEMENT.
3. DRILL CONFIRMATION SHAFT AT ABUTMENT 1 AS
SHOWN.
4. IN THE EVENT OF A WEEK LAYER (SILT, CLAY, LOOSE
SAND, ECT.) AT THE RECOMMENDED ELEVATION OF
THE SHAFT BOTTOM, THE SHAFT SHALL BE EXTENDED
TO BEAR ON FIRM SOIL AS DETERMINED BY THE
ENGINEER.
5. CONCRETE SHALL BE PLACED IMMEDIATELY AFTER
EXCAVATIONS HAS BEEN COMPLETED AND THE
REINFORCING CAGE PLACED IN ITS POSITION.
6. ANY CONSTRUCTION JOINT NOT SHOWN ON THE
PROJECT PLANS SHALL REQUIRE THE APPROVAL OF
THE ENGINEER PRIOR TO CONSTRUCTION.
7. REINFORCING SHALL BE SUPPLIED IN ONE PIECE FULL
LENGTH EXCEPT WHEN INDICATED IN THE PLANS.
8. THE CONTRACTOR SHALL VERIFY THE LOCATION OF
ALL UTILITY LINES PRIOR TO DRILLING THE DRILLED
SHAFTS.
TYPICAL DRILLED SHAFT DETAIL
3/4" = 1'-0"
FOUNDATION
DETAILS
BD - 3
EXHIBIT "1"
BWCDD CITY OF BUCKEYE IGA

122'-2 7/8"
11 1/8"
3'-6"
N 73°45'41" E
CL BRG ABUT 1
1'-9"
1'-9"
9"
9"
11 1/8"
2'-1 7/16"
DOWEL SPACING
13 SPA @ 4'-0 7/8" = 52'-11 3/8"
3'-6 7/8"
3'-0 3/4"
3'-6 7/8"
13 SPA @ 4'-0 7/8" = 52'-11 7/8"
2'-1 7/16"
120'-4 5/8"
60'-2 5/16"
60'-2 5/16"
6'-3"
13'-3"
13'-0"
11'-3"
12'-6"
6'-3"
3 @ 10'-6" = 31'-6"
12'-0"
9'-0"
1'-6 1/8"
1'-6 5/8"
10°0'
1" BIT JT
FILLER
14'-3 1/8"
14'-3 1/8"
28'-6 1/4"
28'-6 1/4"
#8 x 4'-0" DOWELS
(TYP)
1/2" x 18" WIDE NEOPRENE STRIP
(DURO HARDNESS 60)
LIMITS OF APPROACH SLAB
(INTERIM CONDITION)
APPROACH SLAB
(FUTURE CONDITION)
(TYP)
ELEV 884.81'
ELEV 887.06'
ELEV 884.96'
ELEV 888.43'
ELEV 882.51'
1" BIT JT FILLER
ELEV 887.21'
#8 DOWELS
(TYP)
36" DIA DRILLED
SHAFT (TYP)
1/2"x18" WIDE
NEOPRENE STRIP
(DURO HARDNESS 60)
36" DIA DRILLED
SHAFT (TYP)
LEVEL
NOTES:
1. WINGWALL AND BACKWALL SHALL BE CONSTRUCTED
AFTER PLACEMENT OF VOIDED SLABS.
2. VERIFY TOP OF CAP ELEVATION PRIOR TO SETTING OF
GIRDERS.
3. EXISTING, PROPOSED AND FUTURE UTILITIES NOT
SHOWN FOR CLARITY.
4. ALL ELEVATIONS ARE TAKEN AT CL BRG ABUT UNLESS
NOTED OTHERWISE.
5. SPLICE LENGTH FOR LONGITUDINAL BARS IS AS
FOLLOWS:
#9 TOP : 7'-6"
#9 BOTTOM : 5'-6"
* ELEVATIONS TAKEN AT FRONT FACE OF BACKWALL
AND SHALL MATCH ELEVATIONS ON BRIDGE DECK.
D
BD-6
E
BD-6
ABUTMENT 1 (SOUTH) - ELEVATION
3/16" = 1'-0"
ABUTMENT 1 (SOUTH) - PLAN
3/16" = 1'-0"
C
BD-6
A
BD-6
B
BD-6
ROOKS RD CST CL
STA 18+21.11
0.03' LT
N
FLOW
ROAD STA 18+21.11, 0.03' LT
TOP OF PVMT EL 888.60'
STA 18+10.83, 60.24' LT
TOP OF O&M PVMT EL 887.38'
ROAD STA 18+32.09, 60.11' RT
TOP OF O&M PVMT EL 887.22'
REUSE OF DOCUMENT:
Z:\GCE Projects\BWC-43\dwg\PHASE 3\04_BWC-43_Phase 3_BD.dwgjonesb 09/13/24 - 3:25pm
BY
DATE
REVISION DESCRIPTION
REV.
GEORGE CAIRO ENGINEERING, INC.
STAPLEY CENTER
1630 S. STAPLEY DR., SUITE 117
MESA, ARIZONA 85204
WWW.GCAIROINC.COM
ROOKS ROAD BRIDGE
CROSSING BWCDD MAIN
CANAL & LATERAL 24
RELOCATION
PHASE 3
DESIGNED BY:
DRAWN BY:
PROJECT No.:
APPROVED BY:
PLOT DATE:
205 EAST ROOSEVELT AVENUE
BUCKEYE, ARIZONA 85326
(623) 386-2196
B. JONES
A. SOTO
BWC-43
SEPT, 2024
G. CAIRO
BUCKEYE, ARIZONA
BWCDD PROJECT No.: BWC-2149
GCE PROJECT No.: BWC-43
BWCDD MAIN CANAL
NOT FOR
CONSTRUCTION
SUBMITTAL
09/13/24
90%
BUCKEYE WATER
CONSERVATION
AND DRAINAGE DISTRICT
ABUTMENT 1 (SOUTH)
PLAN AND ELEVATION
BD - 4
EXHIBIT "1"
BWCDD CITY OF BUCKEYE IGA

122'-2 7/8"
11 1/8"
3'-6"
N 73°45'41" E
CL BRG ABUT 2
1'-9"
1'-9"
9"
9"
11 1/8"
2'-1 7/16"
DOWEL SPACING
13 SPA @ 4'-0 7/8" = 52'-11 3/8"
3'-6 7/8"
3'-0 3/4"
3'-6 7/8"
13 SPA @ 4'-0 7/8" = 52'-11 7/8"
2'-1 7/16"
60'-2 5/16"
60'-2 5/16"
6'-3"
4 SPA @ 12'-6" = 50'-0"
6'-3"
13'-3"
12'-0"
12'-3"
1'-6 1/8"
1'-6 5/8"
11°59'
1" BIT JT
FILLER
14'-3 1/8"
14'-3 1/8"
28'-6 1/4"
28'-6 1/4"
STA 18+70.60
0.31' LT
#8 x 4'-0" DOWELS
(TYP)
1/2" x 18" WIDE NEOPRENE STRIP
(DURO HARDNESS 60)
LIMITS OF APPROACH SLAB
(INTERIM CONDITION)
APPROACH SLAB
(FUTURE CONDITION)
(TYP)
ELEV 885.12'
ELEV 887.37'
ELEV 886.12'
ELEV 888.60'
ELEV 882.45'
1" BIT JT FILLER
ELEV 888.37'
#8 DOWELS
(TYP)
36" DIA DRILLED
SHAFT (TYP)
1/2"x18" WIDE
NEOPRENE STRIP
(DURO HARDNESS 60)
36" DIA DRILLED
SHAFT (TYP)
LEVEL
NOTES:
1. WINGWALL AND BACKWALL SHALL BE CONSTRUCTED
AFTER PLACEMENT OF VOIDED SLABS.
2. VERIFY TOP OF CAP ELEVATION PRIOR TO SETTING OF
GIRDERS.
3. EXISTING, PROPOSED AND FUTURE UTILITIES NOT
SHOWN FOR CLARITY.
4. ALL ELEVATIONS ARE TAKEN AT CL BRG ABUT UNLESS
NOTED OTHERWISE.
5. SPLICE LENGTH FOR LONGITUDINAL BARS IS AS
FOLLOWS:
#9 TOP : 7'-6"
#9 BOTTOM : 5'-6"
* ELEVATIONS TAKEN AT FRONT FACE OF BACKWALL
AND SHALL MATCH ELEVATIONS ON BRIDGE DECK.
D
BD-6
E
BD-6
ABUTMENT 2 (NORTH) - ELEVATION
3/16" = 1'-0"
ABUTMENT 2 (NORTH) - PLAN
3/16" = 1'-0"
C
BD-6
A
BD-6
B
BD-6
ROOKS RD CST CL
12'-6"
N
FLOW
STA 18+58.72, 60.21' LT
TOP OF O&M PVMT EL 887.54'
ROAD STA 18+83.28, 59.51' RT
TOP OF O&M PVMT EL 888.54'
ROAD STA 18+70.60, 0.31' LT
TOP OF PVMT EL 888.77'
REUSE OF DOCUMENT:
Z:\GCE Projects\BWC-43\dwg\PHASE 3\04_BWC-43_Phase 3_BD.dwgjonesb 09/13/24 - 3:25pm
BY
DATE
REVISION DESCRIPTION
REV.
GEORGE CAIRO ENGINEERING, INC.
STAPLEY CENTER
1630 S. STAPLEY DR., SUITE 117
MESA, ARIZONA 85204
WWW.GCAIROINC.COM
ROOKS ROAD BRIDGE
CROSSING BWCDD MAIN
CANAL & LATERAL 24
RELOCATION
PHASE 3
DESIGNED BY:
DRAWN BY:
PROJECT No.:
APPROVED BY:
PLOT DATE:
205 EAST ROOSEVELT AVENUE
BUCKEYE, ARIZONA 85326
(623) 386-2196
B. JONES
A. SOTO
BWC-43
SEPT, 2024
G. CAIRO
BUCKEYE, ARIZONA
BWCDD PROJECT No.: BWC-2149
GCE PROJECT No.: BWC-43
BWCDD MAIN CANAL
NOT FOR
CONSTRUCTION
SUBMITTAL
09/13/24
90%
BUCKEYE WATER
CONSERVATION
AND DRAINAGE DISTRICT
ABUTMENT 2 (NORTH)
PLAN AND ELEVATION
BD - 5
EXHIBIT "1"
BWCDD CITY OF BUCKEYE IGA

1'-0"
1'-0"
9"
CL BRG ABUT & CL DRILLED SHAFT
1/2" BIT JT FILLER WITH 1" HOT POURED SEALANT (ASTM D3406)
#8 x 4'-0" DOWEL
1/2" x 18" WIDE NEOPRENE STRIP
(DURO HARDNESS 60)
3'-0" DRILLED SHAFT
NOTE:
1. AC OVERLAY NOT SHOWN FOR CLARITY.
2. PLACE STIRRUPS PARALLEL TO SKEW.
5'-0"
3"
1'-7"
#5 @ 12" MAX
3'-3"
2'-0"
VARIES
7 #9 EQ SPA
#5 @ 12" MAX
7 #9 EQ SPA
1'-6"
MIN
VARIES
APPROACH SLAB
(INTERIM CONDITION)
#5 x 3'-4" @ 12"
#5 @ 12"
6'-0"
1'-7"
SECTION
1/2" = 1'-0"
A
BD-4
11"
1'-0"
3'-0"
(TYP)
#4 CONT
#5 x 3'-4" @ 12"
CL BRG ABUT
#8 @ 12" (TYP)
1" BIT JT FILLER
#5 @ 12"
#5 @ 12"
#5 @ 12"
(TYP)
SECTION
1/2" = 1'-0"
D
BD-4
(SIMILAR)
CL BRG ABUT
NOTE:
1. SEE SECTION FOR ADD'L INFORMATION.
2. AC OVERLAY NOT SHOWN FOR CLARITY.
#5 @ 12" MAX
3'-3"
2'-0"
VARIES
7 #9 EQ SPA
#5 @ 12" MAX
7 #9 EQ SPA
APPROACH SLAB
(FUTURE CONDITION)
#5 x 3'-4" @ 12"
(THIS CONTRACT)
#5 STIRRUPS @ 12".
ALTERNATE LOCATION AS SHOWN
SECTION
1/2" = 1'-0"
B
BD-4
VARIES
A
-
CL BRG ABUT
#8 @ 12" (TYP)
#5 @ 12"
#5 @ 12"
#5 @ 12"
(TYP)
SECTION
1/2" = 1'-0"
E
BD-4
(SIMILAR)
SEE SECTION
FOR ABUT CAP
REINFORCEMENT
B
-
SECTION
1/2" = 1'-0"
C
BD-4
1'-6"
MIN
2 #4 CONT
#5 X 3' - 4" @ 12"
1/2" BIT JT FILLER WITH 1" HOT
POURED SEALANT (ASTM D3406)
1'-0"
9"
BACKWALL
CL BRG ABUT
CL BRG ABUT
#5 X 3' - 4" @ 12"
1/2" BIT JT FILLER WITH 1" HOT
POURED SEALANT (ASTM D3406)
1'-0"
9"
5'-0"
1'-0"
SECTION
1/2" = 1'-0"
G
#5 @ 12"
#4 @ 18"
#4 @ 18"
#8 @ 9"
4'-0"
1'-11"
9"
∠ 5" X 3" X 1/2"
#5 @ 12"
6'-0"
1'-7"
BD-5
BD-5
BD-5
BD-5
BD-5
CL BRG ABUT
ROOKS RD CST CL
14'-0"
(INTERIM CONDITION)
28'-0"
(FUTURE CONDITION)
15'-0"
10°0'0" LT
BAR SPACING MEASURED
PARALLEL TO ABUT CL BRG
BAR SPACING MEASURED
PERPENDICULAR TO
ROOKS RD CST SL
SYMETRICAL ABOUT CST CL
G
-
APPROACH SLAB PLAN
1/4" = 1'-0"
12"
REUSE OF DOCUMENT:
Z:\GCE Projects\BWC-43\dwg\PHASE 3\04_BWC-43_Phase 3_BD.dwgjonesb 09/13/24 - 3:25pm
BY
DATE
REVISION DESCRIPTION
REV.
GEORGE CAIRO ENGINEERING, INC.
STAPLEY CENTER
1630 S. STAPLEY DR., SUITE 117
MESA, ARIZONA 85204
WWW.GCAIROINC.COM
ROOKS ROAD BRIDGE
CROSSING BWCDD MAIN
CANAL & LATERAL 24
RELOCATION
PHASE 3
DESIGNED BY:
DRAWN BY:
PROJECT No.:
APPROVED BY:
PLOT DATE:
205 EAST ROOSEVELT AVENUE
BUCKEYE, ARIZONA 85326
(623) 386-2196
B. JONES
A. SOTO
BWC-43
SEPT, 2024
G. CAIRO
BUCKEYE, ARIZONA
BWCDD PROJECT No.: BWC-2149
GCE PROJECT No.: BWC-43
BWCDD MAIN CANAL
NOT FOR
CONSTRUCTION
SUBMITTAL
09/13/24
90%
BUCKEYE WATER
CONSERVATION
AND DRAINAGE DISTRICT
ABUTMENT DETAILS
BD - 6
EXHIBIT "1"
BWCDD CITY OF BUCKEYE IGA

1'-9"
10 1/2"
10 1/2"
3 1/2"
4"
3"
3'-11 1/2"
9 3/4"
1'-2"
1'-2"
9 3/4"
4 3/4"
8 SPACING @ 2" = 1'-4"
6"
4 3/4"
8 SPACING @ 2" = 1'-4"
3/4" CHAMFER
(TYP)
CL 4" DIA TIE ROD HOLE
1 1/2" CLR
(18) 1/2" DIA STRANDS
#4
3"
3 5/8"
3'-8 1/2"
1'-6 1/4"
(11) #5 PLACE AS SHOWN
11"
11"
#4
1'-10 3/4"
1'-0" 1'-0" 1'-0"
1'-3 3/4" 1'-3 3/4"
3/4" (TYP)
3/8"(TYP)
1 1/2" CLR
(TYP)
(2) 1/2" DIA STRANDS
12" DIA VOID
(TYP)
3" DIA HOLE
10" DIA VOID
AASHTO VOIDED INTERIOR SLAB SECTION - 48"
3" = 1'-0"
1'-10 3/4"
1 1/4" CLR
TYP
47'-5 1/2"
46'-0 5/8"
15'-4 1/4"
15'-4 1/4"
15'-4 1/4"
9 1/4"
9 1/4"
1'-5 1/4"
1'-5 1/4"
CL INTERMEDIATE
DIPHRAGM
CL BRIDGE ABUT
CL SLAB
CL INTERMEDIATE
DIPHRAGM
3"
7
SPACING
@ 3" =
1'-9"
SEE NOTE 2
8 SPACING
@ 6" = 4'-0"
8 SPACING
@ 6" = 4'-0"
BALANCE @ 12" SPACING
CL BRIDGE ABUT
1'-5"
END BLOCK (TYP)
8 3/8"
CL 4" DIA TIE
ROD HOLES
(TYP)
3'-11 1/2"
(3) #5 TYP EACH END
(7) #5 TYP EACH END
3" DIA HOLE
FOR #8 DOWEL
VOIDED SLAB PLAN - TYPE 1 - 48"
1/2" = 1'-0"
3"
7
SPACING
@ 3" =
1'-9"
SEE NOTE 2
AASHTO VOIDED EDGE SLAB SECTION - 48"
3" = 1'-0"
FOR ADDITIONAL INFORMATION
AND DIMENSIONS NOT SHOWN
SEE AASHTO VOIDED INTERIOR
SLAB SECTION - 48" THIS SHEET
CAST-IN -PLACE DECK
1 1/2"
5"
#5 @ 12"
EACH FACE
COMBINATION
PEDESTRIAN - TRAFFIC
BRIDGE RAILING
SEE BD-12 FOR RAILING
DETAILS
8"
2'-10"
5'-0 1/2"
9"
9"
1'-0"
REUSE OF DOCUMENT:
Z:\GCE Projects\BWC-43\dwg\PHASE 3\04_BWC-43_Phase 3_BD.dwgjonesb 09/13/24 - 3:25pm
BY
DATE
REVISION DESCRIPTION
REV.
GEORGE CAIRO ENGINEERING, INC.
STAPLEY CENTER
1630 S. STAPLEY DR., SUITE 117
MESA, ARIZONA 85204
WWW.GCAIROINC.COM
ROOKS ROAD BRIDGE
CROSSING BWCDD MAIN
CANAL & LATERAL 24
RELOCATION
PHASE 3
DESIGNED BY:
DRAWN BY:
PROJECT No.:
APPROVED BY:
PLOT DATE:
205 EAST ROOSEVELT AVENUE
BUCKEYE, ARIZONA 85326
(623) 386-2196
B. JONES
A. SOTO
BWC-43
SEPT, 2024
G. CAIRO
BUCKEYE, ARIZONA
BWCDD PROJECT No.: BWC-2149
GCE PROJECT No.: BWC-43
BWCDD MAIN CANAL
NOT FOR
CONSTRUCTION
SUBMITTAL
09/13/24
90%
BUCKEYE WATER
CONSERVATION
AND DRAINAGE DISTRICT
BRIDGE GIRDER
TYPE 1 DETAILS
BD - 7
NOTES:
1. TYPE 1 SLAB SHOWN. TYP 2 SLAB HAS ONE SINGLE TIE
ROD HOLE LOCATED AT THE CL OF EACH
INTERMEDIATE DIAPHRAGM.
2. SPLAY STIRRUPS AS NECESSARY.
3'
MIN
COVER
3' MIN
COVER
TYP
PRESTRESSED VOIDED SLAB NOTES:
CONCRETE:
f'c = 6,000 PSI CONCRETE STRENGTH @ 28 DAYS
f'c = 5,000 PSI CONCRETE STRENGTH @ TIME OF INITIAL
PRESTRESS TRANSFER.
TOP SURFACE SHALL BE INTENTIONALLY ROUGHENED
TO AN APPROXIMATE AMPLITUDE OF 1/4"
PRESTRESSING FORCE:
INITIAL FORCE Pi = 620K INITIAL FORCE PER SLAB AT
RELEASE.
WORKING FORCE Pw = 551K TOTAL FORCE REMAINING
PER SLAB AFTER ALL LOSSES.
STRAND:
1/2" @ ASTM A16 GRADE 270 7-WIRE LOW RELAXATION
PRESTRESSING STRAND WITH INITIAL STAND TENSION
EQUAL TO 31K (0.75 fs), fs = 270 ksi.
THE MINIMUM SPACING FOR STRANDS IS 2" ON
CENTER.
SLABS SHALL BE PRESTRESSED BY THE
PRETENSIONING METHOD ONLY.
ALL STRANDS SHALL BE CUT FLUSH WITH SLAB END
AND SEALED WITH EPOXY GROUT.
EXHIBIT "1"
BWCDD CITY OF BUCKEYE IGA

3/4" CHAMFER
(TYP)
CL 4" DIA TIE ROD HOLE
1 1/2" CLR
(18) 1/2" DIA STRANDS
#4
3"
2'-8 1/2"
1'-6 1/4"
(11) #5 PLACE AS SHOWN
5"
#4
1'-10 3/4"
1'-0" 1'-0" 1'-0"
1'-3"
1'-3"
(12) 1/2" DIA STRANDS
12" DIA VOID
(TYP)
2'-11 1/2"
9 3/4"
4 3/4"
5 SPACING @ 2" = 10"
6"
1'-4"
9 3/4"
4 3/4"
5 SPACING @ 2" = 10"
1'-9"
10 1/2"
3 1/2"
4"
3"
3/4" (TYP)
3/8"(TYP)
10 1/2"
AASHTO VOIDED INTERIOR SLAB SECTION - 36"
3" = 1'-0"
5"
1 1/2" CLR
(TYP)
3" DIA HOLE
2"
1'-10 3/4"
1 1/4" CLR
TYP
47'-5 1/2"
46'-0 5/8"
15'-4 1/4"
15'-4 1/4"
15'-4 1/4"
15'-4 3/4"
15'-4 1/4"
15'-3 5/8"
1'-2"
TYP
1'-4 1/8"
TYP
6"
8 1/8"
8 3/8"
8 3/8"
2'-9"
END BLOCK (TYP)
(5) #5
TYP EACH END
2'-11 1/2"
2'-11 1/2"
TYPE 2
TYPE 1
(3) #5
TYP EACH END
1'-3"
1 1/8" TYP
CL INTERMEDIATE
DIAPHRAGM
CL 4" DIA TIE
ROD HOLE
TYP
CL INTERMEDIATE
DIAPHRAGM
CL SLAB 16
CL SLAB 15
3" DIA HOLE
FOR #8 DOWEL
CL BRIDGE
ABUT 2
CL BRIDGE
ABUT 1
CL 4" DIA TIE
ROD HOLE
TYP
CL 4" DIA TIE
ROD HOLE
TYP
3"
7
SPACING
@ 3" =
1'-9"
8 SPACING
@ 6" = 4'-0"
BALANCE @ 12" SPACING
3"
7
SPACING
@ 3" =
1'-9"
8 SPACING
@ 6" = 4'-0"
8"
TYP
VOIDED SLAB PLAN - TYPE 2 -36"
1/2" = 1'-0"
REUSE OF DOCUMENT:
Z:\GCE Projects\BWC-43\dwg\PHASE 3\04_BWC-43_Phase 3_BD.dwgjonesb 09/13/24 - 3:25pm
BY
DATE
REVISION DESCRIPTION
REV.
GEORGE CAIRO ENGINEERING, INC.
STAPLEY CENTER
1630 S. STAPLEY DR., SUITE 117
MESA, ARIZONA 85204
WWW.GCAIROINC.COM
ROOKS ROAD BRIDGE
CROSSING BWCDD MAIN
CANAL & LATERAL 24
RELOCATION
PHASE 3
DESIGNED BY:
DRAWN BY:
PROJECT No.:
APPROVED BY:
PLOT DATE:
205 EAST ROOSEVELT AVENUE
BUCKEYE, ARIZONA 85326
(623) 386-2196
B. JONES
A. SOTO
BWC-43
SEPT, 2024
G. CAIRO
BUCKEYE, ARIZONA
BWCDD PROJECT No.: BWC-2149
GCE PROJECT No.: BWC-43
BWCDD MAIN CANAL
NOT FOR
CONSTRUCTION
SUBMITTAL
09/13/24
90%
BUCKEYE WATER
CONSERVATION
AND DRAINAGE DISTRICT
BD - 8
BRIDGE GIRDER
TYPE 2 DETAILS
PRESTRESSED VOIDED SLAB NOTES:
CONCRETE:
f'c = 6,000 PSI CONCRETE STRENGTH @ 28 DAYS
f'c = 5,000 PSI CONCRETE STRENGTH @ TIME OF INITIAL
PRESTRESS TRANSFER.
TOP SURFACE SHALL BE INTENTIONALLY ROUGHENED
TO AN APPROXIMATE AMPLITUDE OF 1/4"
PRESTRESSING FORCE:
INITIAL FORCE Pi = 620K INITIAL FORCE PER SLAB AT
RELEASE.
WORKING FORCE Pw = 551K TOTAL FORCE REMAINING
PER SLAB AFTER ALL LOSSES.
STRAND:
1/2" @ ASTM A16 GRADE 270 7-WIRE LOW RELAXATION
PRESTRESSING STRAND WITH INITIAL STAND TENSION
EQUAL TO 31K (0.75 fs), fs = 270 ksi.
THE MINIMUM SPACING FOR STRANDS IS 2" ON
CENTER.
SLABS SHALL BE PRESTRESSED BY THE
PRETENSIONING METHOD ONLY.
ALL STRANDS SHALL BE CUT FLUSH WITH SLAB END
AND SEALED WITH EPOXY GROUT.
EXHIBIT "1"
BWCDD CITY OF BUCKEYE IGA

BLOCKOUT HAND HOLE
4" x 6" AS REQUIRED (TYP)
4 #5 PER ANCHOR PLATE
1'-6 1/2"
8"
8"
#4 TIES (TYP)
A
-
B
-
6"
2"
6"
2"
5 - #4 EACH SIDE
CL DIAPHRAGM
@ 4" DIA HOLE
4 - #4 EACH SIDE
4"
6"
2"
2"
4"
8"
9"
9"
5"
7"
7"
1'-9"
3 1/2"
10 1/2"
9"
1/4"
1/4"
BLOCKOUT HAND HOLE
4" x 6" AS REQUIRED (TYP)
2 1/2"
4 - #5
PER ANCHOR
PLATE DETAIL
#4 TIES
10 1/2"
10 1/2"
5 - #4 (TYP)
2" CLR
4 - #4 (TYP)
1 1/4" CLR
2 3/4" CLR (TYP)
CL 4" DIA HOLE
1/4" x 1/4" x 2"
BAR STOCK
(4 EACH)
9"
6"
PL 1/2" x 9" x 9"
1/4
TYP
2 1/2" DIA HOLE
9"
1/4"
1/4"
5 1/2"
1/2"
#5
#5
BEARING WASHER PER
DETAIL THIS DWG
HEAVY
HEX NUT
1 1/2" DIA
TIE ROD
1"
5 1/4"
(TYP)
2 5/8"
(TYP)
1 5/8" DIA HOLE
PL 1" x 5 1/4" x 5 1/4"
REUSE OF DOCUMENT:
Z:\GCE Projects\BWC-43\dwg\PHASE 3\04_BWC-43_Phase 3_BD.dwgjonesb 09/13/24 - 3:25pm
BY
DATE
REVISION DESCRIPTION
REV.
GEORGE CAIRO ENGINEERING, INC.
STAPLEY CENTER
1630 S. STAPLEY DR., SUITE 117
MESA, ARIZONA 85204
WWW.GCAIROINC.COM
ROOKS ROAD BRIDGE
CROSSING BWCDD MAIN
CANAL & LATERAL 24
RELOCATION
PHASE 3
DESIGNED BY:
DRAWN BY:
PROJECT No.:
APPROVED BY:
PLOT DATE:
205 EAST ROOSEVELT AVENUE
BUCKEYE, ARIZONA 85326
(623) 386-2196
B. JONES
A. SOTO
BWC-43
SEPT, 2024
G. CAIRO
BUCKEYE, ARIZONA
BWCDD PROJECT No.: BWC-2149
GCE PROJECT No.: BWC-43
BWCDD MAIN CANAL
NOT FOR
CONSTRUCTION
SUBMITTAL
09/13/24
90%
BUCKEYE WATER
CONSERVATION
AND DRAINAGE DISTRICT
ANCHOR REINFORCING PLAN (TYPE 1)
1" = 1'-0"
INTERMEDIATE DIAPHRAGM
ANCHOR REINFORCING PLAN (TYPE 2)
1" = 1'-0"
INTERMEDIATE DIAPHRAGM
SECTION
1" = 1'-0"
A
-
SECTION
1" = 1'-0"
B
-
ANCHORAGE RECESS DETAIL - PLAN
3" = 1'-0"
TRAVERSE TIE ROD
3" = 1'-0"
ANCHOR PLATE DETAIL
3" = 1'-0"
BEARING WASH DETAIL
3" = 1'-0"
TURN OF NUT METHOD
NO. OF BEAMS
CONNECTED
3
NO. OF TURNS
REQUIRED
7/8
TRANSVERSE
ANCHOR DETAILS
BD - 9
EXHIBIT "1"
BWCDD CITY OF BUCKEYE IGA

1'-0"
1'-0"
TOP OF FOOTING
MATCHES TOP OF
CULVERT FL. SLAB
VARIES 5'-5" MAX
IMPORTANT! PLACE
THIS BAR 2" CLEAR
FROM TOP FACE OF
FOOTING SLAB AS
SHOWN
12"
TYP
2" CLR
3'-6"
2"
CLR
8"
18" MIN
2" CLR
TYP
3'-0"
10"
1'-0"
#5 @ 12"
2"
CLR
TYPICAL WING WALL SECTION
1/2" = 1'-0"
2
-
#4 @ 12"
8"
2'-6"
#5 @ 12"
6"
2'-6"
CJ TYP
FIN GRD
#4 TYP
IMPORTANT!
PLACE THIS BAR 2" CLEAR
FROM TOP FACE OF
FOOTING SLAB AS SHOWN
1'-0"
#4 @ 12"
EW,EF
7'-0"
#5 @ 10"
#4 @ 12"
#4 @ 12" EW
VERTICAL
#5 @ 10"
3"
CLR
#4 @ 12"
#5 @ 12"
8"
VARIES
HANDRAIL OR
BARRIER BY OTHERS
FIN GRD
#4
ROUGHENED CJ
TYPICAL WELL RETAINING WALL SECTION
1/2" = 1'-0"
1
-
104A
SLOPE
PAVING
4"
TYP
S - 1
RETAINING WALL
DETAILS
REUSE OF DOCUMENT:
Z:\GCE Projects\BWC-43\dwg\PHASE 3\05_BWC-43_Phase 3_S.dwgjonesb 09/13/24 - 3:26pm
BY
DATE
REVISION DESCRIPTION
REV.
GEORGE CAIRO ENGINEERING, INC.
STAPLEY CENTER
1630 S. STAPLEY DR., SUITE 117
MESA, ARIZONA 85204
WWW.GCAIROINC.COM
ROOKS ROAD BRIDGE
CROSSING BWCDD MAIN
CANAL & LATERAL 24
RELOCATION
PHASE 3
DESIGNED BY:
DRAWN BY:
PROJECT No.:
APPROVED BY:
PLOT DATE:
205 EAST ROOSEVELT AVENUE
BUCKEYE, ARIZONA 85326
(623) 386-2196
B. JONES
A. SOTO
BWC-43
SEPT, 2024
G. CAIRO
BUCKEYE, ARIZONA
BWCDD PROJECT No.: BWC-2149
GCE PROJECT No.: BWC-43
BWCDD MAIN CANAL
NOT FOR
CONSTRUCTION
SUBMITTAL
09/13/24
90%
BUCKEYE WATER
CONSERVATION
AND DRAINAGE DISTRICT
EXHIBIT "1"
BWCDD CITY OF BUCKEYE IGA

NOTES:
1. SLOPE VARIES, SEE RELATED SITE
PLANS.
2. CANAL LINING SLOPE VARIES, SEE
RELATED SITE PLANS.
3. CONTRACTION JOINTS IN HAND PLACED
LINING SHALL BE PLACED TRANSVERSE
TO FLOW DIRECTION AT 10' INTERVALS.
4. CONTRACTOR SHALL USE A TEMPLATE
APPROVED BY THE ENGINEER TO
CONSTRUCT JOINTS.
3"
VARIES SEE PLANS
VARIES
SLOPE VARIES,
SEE NOTE 1
3%
4" HAND PLACED CONCRETE
SLOPE PAVING WITH
FIBROUS ADMIXTURE
CANAL LINING
SEE NOTE 2
6"
SLOPE PAVING DETAIL
NTS 104A
STANDARD DETAILS
D - 1
REUSE OF DOCUMENT:
Z:\GCE Projects\BWC-43\dwg\PHASE 3\06_BWC-43_Phase 3_D.dwgjonesb 09/13/24 - 3:26pm
BY
DATE
REVISION DESCRIPTION
REV.
GEORGE CAIRO ENGINEERING, INC.
STAPLEY CENTER
1630 S. STAPLEY DR., SUITE 117
MESA, ARIZONA 85204
WWW.GCAIROINC.COM
ROOKS ROAD BRIDGE
CROSSING BWCDD MAIN
CANAL & LATERAL 24
RELOCATION
PHASE 3
DESIGNED BY:
DRAWN BY:
PROJECT No.:
APPROVED BY:
PLOT DATE:
205 EAST ROOSEVELT AVENUE
BUCKEYE, ARIZONA 85326
(623) 386-2196
B. JONES
A. SOTO
BWC-43
SEPT, 2024
G. CAIRO
BUCKEYE, ARIZONA
BWCDD PROJECT No.: BWC-2149
GCE PROJECT No.: BWC-43
BWCDD MAIN CANAL
NOT FOR
CONSTRUCTION
SUBMITTAL
09/13/24
90%
BUCKEYE WATER
CONSERVATION
AND DRAINAGE DISTRICT
EXHIBIT "1"
BWCDD CITY OF BUCKEYE IGA

EXHIBIT “2”

INTERGOVERNMENTAL AGREEMENT
BETWEEN THE
CITY OF BUCKEYE
AND THE
BUCKEYE WATER CONSERVATION AND DRAINAGE DISTRICT

EASEMENT FOR ROADWAY AND UTILITIES
(consisting of 6 pages)

Page 1 of 5

WHEN RECORDED, RETURN TO:
City of Buckeye
ATTN: City Clerk, Lucinda J. Aja
530 East Monroe Avenue
Buckeye, Arizona 85326
EASEMENT

THIS EASEMENT AGREEMENT (“Easement”) is made this day of
, 20 , by and
between BUCKEYE WATER CONSERVATION AND DRAINAGE DISTRICT, an irrigation and
water conservation district, a municipal corporation, and a political subdivision of the State of Arizona
(“Grantor”) and City of Buckeye, an Arizona municipal corporation (“Grantee”).

Recitals

A. Grantor is a duly formed governmental organization pursuant to that certain November 6, 1922 declaration made and
entered by the Maricopa County Board of Supervisors, as recorded on November 14, 1922, at Book 26, Page 375 of
the Maricopa County Recorder; Grantor operates the Buckeye Canal and associated laterals, ditches, and
drainage system, located throughout the western part of Maricopa County, Arizona (the “Buckeye Canal
System”) pursuant to authority granted in part by the government of the United States and laws enacted by
Congress; and

B. Grantee desires an easement along that certain portion of the Buckeye Canal System at Rooks Road, as
more particularly described hereinbelow; and

C. Grantor and Grantee wish to formalize their mutual rights and duties with respect to the Easement Parcel.
Agreement

In consideration of the mutual agreements and covenants set for the herein, Grantor and Grantee agree as
follows:

1. Subject to the provisions of Section 5 below, “Grantor hereby grants and conveys to Grantee,” a non-
exclusive perpetual easement (“Easement”) along, over, under and through that certain property
particularly described and depicted on Exhibit “A” attached hereto (the “Easement Parcel”) for Access,
Public Roadway, and Utilities.

2. Grantor may use the Easement Parcel provided Grantor’s use is not inconsistent with Grantee’s use of the
Easement Parcel for the purposes set forth herein.

3. Grantor shall be solely responsible, at its expense, for maintenance over the Easement Parcel related to
the Buckeye Canal System. G r a n t e e shall be solely responsible for the expense of maintenance of any
Grantee Improvements on the Easement Parcel. Grantor shall have the right to close public access to any
portion of the Easement Parcel reasonably necessary to conduct maintenance or construction activities,
for the length of the activities. Grantor shall provide Grantee with 14 days’ notice of any such closure,
unless the maintenance activity is in response to an emergency and prior notice would be impracticable.
Grantor shall, to the extent reasonably possible, undertake maintenance or construction activities in such

Page 2 of 5

a way as to not alter, relocate or remove any facilities installed for the benefit of Grantee.

4. Grantor shall have the right, within the Easement Parcel to construct, operate and maintain an underground
pipe as part of the Buckeye Canal System. Grantor shall also have the right to construct, operate and
maintain water, electric and other utility facilities within the Easement Parcel.

5. Grantee acknowledges that Grantor is the beneficiary of a right-of-way reservation pursuant to the Canal
Act of 1890 (43 USC § 945) (the “Canal Act”) for the construction, maintenance, and operation of the
Buckeye Canal, and that this Easement is supplemental to, confirmatory of, and not in derogation of any
and all rights Grantor has under the Canal Act, all use rights Grantor has under that Act for all activities
incidental to the operation and maintenance of the Buckeye Canal system, and all prescriptive prior rights
of Grantor. Grantee shall take no actions that would limit, hinder, or compromise Grantee’s rights under
the Canal Act.

6. Grantee shall submit to Grantor all plans and specifications for any Improvements to be made within the
Easement Parcel for Grantor’s review and approval. Any Improvements shall be designed and constructed
in accordance with sound engineering principles and practices, in a good and workmanlike manner and
shall comply with all applicable laws, rules, codes, statutes, regulations and ordinances. Grantor, or an
entity selected by Grantor, shall construct any approved Improvements as designed, at Grantee’s cost.
Grantee shall be responsible for all regulatory compliance associated with any Grantee Improvements.

7. Indemnification.

a. To the extent allowable by law, Grantee agrees to indemnify, defend, protect and hold
Grantor, its successors and assigns, officers, directors, employees, partners, representatives
and agents (the “Grantor Indemnitees”) harmless from, of, for and against any and all
liabilities, claims, damages, demands, obligations, expenses, costs, including attorneys’
fees and court costs, and causes of action resulting from, arising out of or relating to the
use of the Easement Area by Grantee and its invitees, agents, employees, and contractors.
Notwithstanding any of the foregoing, Grantee shall not be required to indemnify, defend,
protect and hold harmless, release or discharge the Grantor Indemnitees if any such
liabilities, claims damages, demands, obligations, expenses, costs, including attorneys’ fees
and court costs or causes of action result from, arise out of or related to the negligence or
intentional misconduct of a Grantor Indemnitee.
b. To the extent allowable by law, Grantor agrees to indemnify, defend, protect and hold
Grantee, its successors and assigns, officers, directors, employees, partners, representatives
and agents (the “Grantee Indemnitees”) harmless from, of, for and against any and all
liabilities, claims, damages, demands, obligations, expenses, costs, including attorneys’
fees and court costs, and causes of action resulting from, arising out of or relating to the
use of the Easement Area by Grantor and its invitees, agents, employees, and contractors.
Notwithstanding any of the foregoing, Grantor shall not be required to indemnify, defend,
protect, and hold harmless, release, or discharge the Grantee Indemnitees if any such
liabilities, claims damages, demands, obligations, expenses, costs, including attorneys’ fees
and court costs or causes of action result from, arise out of or related to the negligence or
intentional misconduct of a Grantee Indemnitee.
c. Whenever a party is required to indemnify, defend, protect and hold harmless (the

Page 3 of 5

“Indemnifying Party”) another pursuant to any terms of Section 7, the amount of the
damages to be paid by or on behalf of the Indemnifying Party will, subject to the provisions
of this Section 7, be calculated after giving effect to (and reduced by) (i) any amounts to
which the Indemnitee has received from third parties in connection with such item of
damages, net of any costs or expenses of collecting such amounts (“Reimbursements”),
and (ii) the Net Proceeds of any insurance policy received by the Indemnitee with respect
to such damages. For purposes of this Section 7(c), “Net Proceeds” means the insurance
proceeds actually received, less any deductibles, co-payments and expenses of collecting
from the insurance provider. If any Indemnitee receives any Reimbursement or Net
Proceeds after an indemnification payment is made which relates thereto, the Indemnitee
shall promptly repay to the Indemnifying Party such amount of the indemnification
payment as would not have been paid had the Reimbursement or Net Proceeds reduced
the original payment at such time or times as and to the extent that such Reimbursement
or Net Proceeds is actually received.
d. Notwithstanding anything to the contrary herein, an Indemnitee may not assert multiple
claims under this Section 7 in order to recover duplicative damages in respect of a single
set of facts or circumstances under more than one representation, warranty, covenant or
agreement in this Easement whether such facts or circumstances would give rise to a
breach of more than one representation, warranty, covenant or agreement in this Easement.

8. Any notice hereunder to be given by Grantor to Grantee shall be in writing and shall be given by
personal delivery, overnight courier service, or United States certified or registered mail, return
receipt requested, postage prepaid, to Buckeye Water Conservation and Drainage District, 205
Roosevelt Ave, Buckeye, Arizona, 85326, Attention: Administrative Manager. Any notice to be
given hereunder by Grantee, to Grantor shall be in writing and shall be given by personal delivery,
overnight courier service, or United States certified or registered mail, return receipt requested,
postage prepaid, to City of Buckeye, 530 E Monroe Ave, Buckeye AZ 86326, Attention: City
Manager, with a copy to K. Scott McCoy, City Attorney, City of Buckeye, 530 E Monroe Ave,
Buckeye AZ 86326, Either party may designate by written notice, a new address to which any
such notice shall thereafter be so addressed and mailed.

9. Each of the easements, covenants, conditions, restrictions, rights and obligations set forth herein
runs with the land and creates equitable servitudes in favor of the Grantee and its successors and
assigns, binds every person having any fee, leasehold or other interest therein and inures to the
benefit and the respective parties and their successors, assignees, heirs and personal
representatives.

10. Any subsequent owner of the Easement Parcel or any portion thereof, by accepting a deed
conveying title thereto, or the execution of a contract for the purpose thereof, whether from the
original Grantor from a subsequent owner of such Easement Parcel, or any portion thereof, accepts
such deed or contract subject to each and all of the easements, covenants, conditions, restrictions
and obligations contained herein, and assumes the obligation of Grantor hereunder. By such
acceptance and assumption, any such subsequent owner for his- or herself and his or her
successors, assignees, heirs and personal representatives, covenants, consents and agrees to keep,
observe, comply with, and perform the obligations and agreements of Grantor set forth herein with
respect to the real property so acquired by such subsequent owner.

Page 4 of 5

11. Each provision of this Easement in the application thereof to the Easement Parcel and hereby
declared to be independent and severable from the remainder of this Easement. If any provision
contained herein is held to be invalid or to be unenforceable or not to run with the land, such
holding does not affect the validity or enforceability of the remainder of this Easement.

12. Time is of the essence of this Easement.

13. This Easement contains a complete understanding and agreement of the parties hereto with respect
to all matters referred to herein, and all prior representations, negotiations, and understandings are
superseded hereby. Exhibits attached hereto are incorporated herein by this reference.

14. The laws of the State of Arizona govern the interpretation, validity, performance and enforcement
of this Easement, except to the extent that the rights of any party are governed by the Canal Act
or other federal law.

15. In the event of a breach or attempted or threatened breach of the provisions of this Easement, the
remedy at law available to enforce this instrument would in all likelihood be inadequate and,
therefore, this instrument may be enforced by mandatory or prohibitory injunction or decree of
specific performance upon the application of the affected party.

16. This Easement may be executed in as many counterparts as may be convenient or required. It shall
not be necessary that the signature of, or on behalf of, each party, or that the signature of all persons
required to bind any party, appear on each counterpart. All counterparts shall collectively
constitute a single instrument.

17. The Recitals set forth above are true and correct and incorporated herein by this reference.

IN WITNESS WHEREOF, the parties have executed this Easement this

day of

, 20
.

BUCKEYE WATER CONSERVATION
AND DRAINAGE DISTRICT,
a political subdivision of the State of Arizona
by:

its:

CITY OF BUCKEYE,
a political subdivision of the State of Arizona
by:

its:

Page 5 of 5

ACKNOWLEDGMENT
State of Arizona
)

) ss.
County of

)

On this
day of

, 20
, before me, the undersigned Notary Public,
personally appeared Noel Carter, known to me to be the General Manager of BUCKEYE WATER
CONSERVATION AND DRAINAGE DISTRICT, a political subdivision of the State of Arizona, and
they, being duly authorized so to do, executed the foregoing instrument for the purposes therein
contained.

In witness whereof, I have hereunto set my hand and official seal.

NOTARY PUBLIC
My commission expires:

ACKNOWLEDGMENT
State of Arizona
)

) ss.
County of

)

On this
day of

, 20
, before me, the undersigned Notary Public,
personally appeared

, known to me to be the

of the City of Buckeye, a political subdivision of the State of Arizona, and they, being
duly authorized so to do, executed the foregoing instrument for the purposes therein contained.

In witness whereof, I have hereunto set my hand and official seal.

NOTARY PUBLIC
My commission expires:

DRAFT
Any portion of the Buckeye Irrigation Company Canal lying within the east 110.00 feet of Section 1,
Township 1 South, Range 4 West and within the west 55 feet of Section 6, Township 1 South, Range
3 West of the Gila and Salt River Base and Meridian, Maricopa County, Arizona.
EXHIBIT A
TO
BWCDD-CITY OF BUCKEYE EASEMENT (ROOKS RD)

EXHIBIT “3”

INTERGOVERNMENTAL AGREEMENT
BETWEEN THE
CITY OF BUCKEYE
AND THE
BUCKEYE WATER CONSERVATION AND DRAINAGE DISTRICT

COST ESTIMATE LETTER FROM BWCDD
FOR BRIDGE CONSTRUCTION
(consisting of 5 pages)

1/31/2025 Updated

Page 1

Project: BWC-2149 Phase 3
Rooks Road Bridge, Buckeye, Arizona

Mr. Cotterman,
Please review the following information and cost structure required for BWCDD
to complete the construction for this phase of this project. Please note that all
fees must be paid in advance prior to BWCDD beginning construction. Please sign
where indicated and submit with payment.

Construction costs, BWCDD Administrative fees, and Legal Fees will be required
prior to construction to commence, in addition to all Easement Agreements being
finalized.

If you have any questions, please contact Wes Kerr, BWCDD Project Manager.

EXHIBIT "3"
BWCDD-CITY OF BUCKEYE IGA

1/31/2025 Updated
Page 2
CONSTRUCTION PHASE 3 – BRIDGE
ITEM #
DESCRIPTION
QTY.
UNIT
UNIT PRICE
EXTENSION
PHASE 3
1
MOBILIZATION
1
LS
$127,980.00
$127,980.00
2
CONSTRUCTION SURVEY & LAYOUT
1
LS
$73,750.00
$73,750.00
3
QUALITY CONTROL MATERIAL TESTING
1
LS
$35,800.00
$35,800.00
4
REINFORCING STEEL
1
LS
$203,400.00
$203,400.00
5
DRILLED SHAFTS (3’ DIA. – 40’ DEPTH)
20
EA
$27,900.00
$558,000.00
6
FURNISH & INSTALL VOIDED SLAB GIRDERS
1,424
LF
$780.00
$1,110,720.00
7
DEMO AND REMOVE CANAL LINING
492
SF
$16.00
$7,872.00
8
4500 psi CONCRETE ABUTMENTS
143
CY
$1,625.00
$232,375.00
9
4500 psi APPROACH SLABS
2,566
SF
$46.00
$118,036.00
10
4500 psi PARAPET WALL
660
SF
$87.00
$57,420.00
11
4500 psi SIDEWALK
600
SF
$17.00
$10,200.00
12
4500 psi CURBS
100
LF
$91.00
$9,100.00
13
4500 psi BRIDGE DECK (6” thickness)
109
CY
$1,350.00
$147,150.00
14
4000 psi RETAINING WALL
585
SF
$50.00
$29,250.00
15
4000 psi WING WALL
263
LF
$216.00
$56,808.00
16
PLACE 6” DECOMPOSED GRANITE
28
TON
$235.00
$6,580.00
17
PLACE CANAL LINING
962
SF
$25.40
$24,434.80
18
FURNISH & INSTALL BORROW
2,950
CY
$36.00
$106,200.00
19
STRUCTURAL EXCAVATION
238
CY
$94.00
$22,372.00
20
STRUCTURAL BACKFILL
266
CY
$88.00
$23,408.00
21
FURNISH AND INSTALL MAG ABC
67
TON
$115.00
$7,705.00
22
PAVE O&M BRIDGE TRANSITIONS
222
SY
$108.00
$23,976.00
PHASE 3 TOTAL
$2,992,536.80
ITEM #
DESCRIPTION
QTY.
UNIT
UNIT PRICE
EXTENSION
23
CONTINGENCY
1
EA
$250,000
$250,000.00
PHASE 3 TOTAL
$250,000.00
EXHIBIT "3"
BWCDD-CITY OF BUCKEYE IGA

1/31/2025 Updated

Page 3
ITEM
#
ENGINEERING PHASE 2.5
QTY.
UNIT
UNIT PRICE
EXTENSION

24
CONS MANAGEMENT/OBSERVATION/
INSPECTION FEES (INCDULES TRAVEL TIME &
EXPENSES)
1
EA
$29,000.00
$29,000.00

PHASE 2.5 TOTAL

$29,000.00

ENGINEERING PHASE 3 - BRIDGE

ITEM
#
DESCRIPTION
QTY.
UNIT
UNIT PRICE
EXTENSION

25
DESIGN & ENGINEERING
1
LS
$191,908.00
$191,908.00
*PAID
26
LEGAL DRAWING & DESCRIPTIONS
2
EA
$3,500.00
$7,000.00
*PAID
27
CONS MANAGEMENT/OBSERVATION/
INSPECTION FEES (INCDULES TRAVEL TIME &
EXPENSES)
1
EA
$75,600.00
$75,600.00

28
POST ADDENDUM WORK & FUTURE APS
REVIEWS
1
EA
$23,000.00
$23,000.00

PHASE 3 TOTAL

$297,508.00

BWCDD FEES PHASE 3 - BRIDGE

ITEM
#
DESCRIPTION
QTY.
UNIT
UNIT PRICE
EXTENSION

29
DEVELOPMENT FEE (10% of Phase 3 const.)
1
EA
$299,253.68
$299,253.68

PHASE 3 TOTAL

$299,253.68

TOTAL PROJECT COST – PHASE 3

$3,868,298.48

CREDIT FOR ITEMS ALREADY PAID (24 &25)

$198,908.00

TOTAL PROJECT COST TO BE PAID – PHASE 3

$3,669,390.48

EXHIBIT "3"
BWCDD-CITY OF BUCKEYE IGA

1/31/2025 Updated

Page 1

____________________________ ____________________________
Wes Kerr, BWCDD Project Manager Daniel Cotterman, City Manager

Date _______________

EXHIBIT "3"
BWCDD-CITY OF BUCKEYE IGA

INVOICE
DATE
1/312025
INVOICE #
2149-8c Revised
BILL TO
CITY OF BUCKEYE
ATTN: AP
530 E MONROE
BUCKEYE, ARIZONA 85326
Buckeye Water Conservation DD
TERMS
Due on receipt
THANK YOU FOR YOUR BUSINESS!
205 E ROOSEVELT AVE
BUCKEYE, AZ 85326
PHONE (623) 386-2196
FAX (623) 386-7789
Balance Due
ITEM CODE
DESCRIPTION
AMOUNT
PJ BWC-2149 Rooks Rd Bridge
Rooks Rd Bridge Phase 3
Rooks Rd Bridge Construction Costs
Rooks Rd Bridge Contingency Costs
Rooks Rd Bridge Engineering Costs
Rooks Rd Bridge BWCDD Fees
Payment Made for Phase 3
$2,992,536.80
$250,000.00
$326,508.00
$299,253.68
-$198,908.00
$3,669,390.48
EXHIBIT "3"
BWCDD-CITY OF BUCKEYE IGA