EXHIBIT_A_TT0548_PLANS.PDF

F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
REGION NO. SHEETS
9 AZ TT0548 1 28
I C MARICOPA COUNTY
R O
A
P
M A
A R IZ O N A DEPARTMENT OF TRANSPORTATION
PLANS FOR THE CONSTRUCTION OF
C Y MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
O T
U N
BWCDD CANAL STRUCTURES
PROJECT NO. TT0548
PROJECT NO. TT0548
R2W
Wickenburg
Aguila
60 New River
v
INTERSTATE 17 Cave
Creek LN
74 Carefree Sun-
60 flower
89 87 27 26
85
93 COTTON
MC BWCDD MAIN CANAL
Rio Verde STRUCTURE #7901
Sun City West
Surprise Sun 101 ST1-1 to
City 101 ST1-8
El Mirage 51 Fountain
Youngtown Peoria SCOTTSDALE Hills
Paradise SOUTHERN AVE
INTERSTATE Valley
10 Luke A.F.B. GLENDALE
Litchfield Park PHOENIX 101 RD
Tonopah INTERSTATE
10 RD
Avondale Tolleson 202 MESA
Goodyear 89
Buckeye 60 SCHOOL
TEMPE 87
Gilbert 31 32
Guadalupe W.G. PERRYVILLE
34
Airport 33
INTERSTATE CHANDLER BWCDD SOUTH
10
Sun Lakes Queen LIBERTY EXTENSION CANAL
Creek STRUCTURE #990214
85 ST2-1 to
MC 85 ST2-6 T1N
TR BWCDD CANAL T1S
SOUTH BRANCH
STRUCTURE #990215
ST3-1 to
Gila Bend ST3-6 KEY MAP
JACKRABBIT
INTERSTATE 5 4 Not to Scale
Sentinel 8 LOCATIONS FOR AS-BUILT INDEXING
6
Township Range Section Quarter STRUCTURE SHEETS
1N 2W 32 SW
85 1N 2W 32 SE
1N 2W 33 SW MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION
1S 2W 5 NW
RECOMMENDED FOR CONSTRUCTION:
1S 2W 5 NE
1N 2W 33 SE
1S 2W 4 NW
NASREEN HASAN, PE DATE
1N 2W 34 SW VICINITY MAP PROJECT MANAGER
1N 2W 34 NW Not to Scale
1N 2W 34 NE ISSUED FOR CONSTRUCTION:
MARICOPA COUNTY 1N 2W 27 SE
1N 2W 26 SW
Not to Scale BUCKEYE WATER CONSERVATION & DRAINAGE DISTRICT APPROVAL
1N 2W 26 NW JENNIFER TOTH, P.E. DATE
The Buckeye Water Conservation & Drainage District (BWCDD) has reviewed these plans solely for TRANSPORTATION DIRECTOR
1N 2W 26 NE
conformance to BWCDD standards and specifications as related to BWCDD irrigation and/or drainage
facilities. BWCDD makes no representations or warranties regarding the suitability, and/or adequacy,
COUNTY BOARD OF SUPERVISORS
of the items being constructed to meet, fulfill, or otherwise satisfy, their intended purpose. BWCDD
approves these plans for concept only and accepts no liability for errors or omissions. STEVE CHUCRI - CHAIRMAN
P r o f e s s i o n a l E n
r e d R T I F I C A T E g i n e DISTRICT 1 DENNY BARNEY
i s t e C E N O . e r DISTRICT 2 STEVE CHUCRI
e g 18686 ( C i
R RICHARD A. v ) l i DISTRICT 3 BILL GATES
D WALLACE 0 / . 1 . 8 . . DISTRICT 4 CLINT L. HICKMAN
a t e S gi n e d . . 7 . / . 1 . . .
A R I Z O N A , U . S . A DISTRICT 5 STEVE GALLARDO
BUCKEYE WATER CONSERVATION & DRAINAGE DISTRICT DATE
EXPIRES 12/31/2019

F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
REGION NO. SHEETS
9 AZ TT0548 2 28
ABBREVIATIONS * GENERAL NOTES
AASHTO.... American Association CP............ Concrete Pipe LO............. Low Reloc........ Relocate 1 All work shall conform with the 2018 Revision to the 2015 Edition of the DESIGN DATA
of State Highway and CR............ Crown LON........... Length of Need Rem.......... Remove Uniform Standard Specifications for Public Works Construction published
Transportation Officials CSP.......... Corrugated Steel Pipe LS............. Lump Sum Ret............ Retain(ing)
AB............. Aggregate Base CSPA........ Corrugated Steel Pipe Arch Lt.............. Left RGRCP..... Rubber Gasket Reinforced by the Maricopa Association of Governments (MAG) as modified by the MC 85 EAST OF JACKRABBIT TRAIL TO COTTON LANE
AC............. Asphaltic Concrete CTB.......... Concrete Treated Base Concrete Pipe MCDOT Supplement to the MAG Standard Specifications dated CLASSIFICATION...............RURAL/PRINCIPAL ARTERIAL
AC............. Aluminum Cap MAG......... Maricopa Association RR............ Railroad
ACBC........ Asphaltic Concrete Base Course DA............. Drainage Area of Governments Rt.............. Right January, 2018 and the project Special Provisions. TERRAIN.............................LEVEL
ACFC........ Asphalt Concrete Friction Course DE............. Drainage Easement Matl........... Material R/W........... Right of Way DESIGN SPEED.................65 MPH
ACI............ American Concrete Institute Def............ Deflection MC............ Maricopa County 2 Standard Details refer to the MAG Uniform Standard Specifications and (2014) AVERAGE DAILY TRAFFIC.....7,307 /VPD TO 7,685/VPD
ACP.......... Asbestos Cement Pipe Det............ Detail MCDOT..... Maricopa County Department S............... Slope
ACSC........ Asphalt Concrete DIP........... Ductile Iron Pipe of Transportation Sch........... Schedule Details for Public Works Construction unless noted otherwise. (2035) AVERAGE DAILY TRAFFIC.....16,486/VPD TO 26,641/VPD
Surface Course Drn............ Drain(age) MH............ Manhole SCS.......... Soil Conservation Service
ADOT........ Arizona Department D/W.......... Driveway Min............ Minimum SD............. Storm Drain
3 All existing utility lines shown on the plans are from available utility
of Transportation Dwg.......... Drawing Mod........... Modify SE............. Slope Easement
Ahd........... Ahead Mon........... Monument Sec........... Section records. The Contractor shall verify the actual location before starting
AISC......... American Institute of E............... Electric(ity) SG............ Subgrade construction. The Contractor shall contact "Arizona 811" at 811 or
Steel Construction e............... External NC............ Normal Crown Shldr......... Shoulder
APS.......... Arizona Public Service Company ECR.......... End Curb Return NPDES..... National Pollutant Discharge Shr............ Shrinkage (602) 263-1100 two working days prior to beginning any excavation.
Asph......... Asphalt EFS.......... End Full Super Elimination System Sht............ Sheet
7/13/2018 ASTM....... American Society for Elev.......... Elevation NPI........... Non Pay Item Sk............. Skew 4 Utilities interfering with construction shall be reset or relocated by the
Testing Materials Emb.......... Embankment NTS.......... Not to Scale Specs....... Specifications
AWS......... American Welding Society EP............. Edge of Pavement SRP.......... Salt River Project utility company concerned unless noted otherwise.
Esmt......... Easement OC............ On Center SS............. Sanitary Sewer
PM B/C........... Back of Curb EVC.......... End Vertical Curve OD............ Outside Diameter SSD........... Stopping Sight Distance
BC............ Brass Cap Exc........... Excavation Sta............ Station 5 Disposal of all waste material, broken concrete, etc. will be the
BCR.......... Begin Curb Return Exist.......... Existing P............... Pavement (Surface Elevation) Std............ Standard responsibility of the Contractor, subject to the approval of the Engineer.
1:16:35 BCT.......... Breakaway Cable Terminal Exp Jt........ Expansion Joint Ped........... Pedestal Struc......... Structural
Bdy........... Boundary PC............ Point of Curvature Subdiv....... Subdivision
Bev........... Bevel(ed) F/C............ Face of Curb PCC.......... Point of Compound Curvature Super........ Superelevation 6 All stations and call out distances left and right refer to the
BFS.......... Begin Full Super FCDMC..... Flood Control District PCC.......... Portland Cement Concrete Sw............. Swell construction centerline unless noted otherwise.
Bit............. Bituminous of Maricopa County PCCP........ Portland Cement Concrete S/W........... Sidewalk
Bk............. Back FF............. Finished Floor (Elevation) Pavement SWG......... Southwest Gas Corporation
Bkfl........... Backfill FH............. Fire Hydrant PI.............. Point of Intersection 7 All trees, bushes and obstacles inside the existing right-of-way which
BLM.......... Bureau of Land Management Fnd........... Found POB.......... Point of Beginning T............... Tangent Length interfere with construction, shall be removed by the Contractor unless
BM............ Bench Mark Fwy........... Freeway POC.......... Point on Curve T............... Township
BVC.......... Begin Vertical Curve POE.......... Point of End TC............. Top of Curb noted otherwise. Any fences damaged during construction shall be
BWCDD.... Buckeye Water Conservation and G............... Gutter (Flow Line Elevation) POT.......... Point on Tangent TCE........... Temporary Construction restored by the Contractor at no additional cost to the County.
Drainage District ga.............. Gauge PP............. Power Pole Easement
GB............ Grade Break PRC.......... Point of Reverse Curvature Trans........ Transition
C&G.......... Curb and Gutter GLO.......... General Land Office Prel........... Preliminary TrRk.......... Trash Rack 8 All paved turnouts shall have the same asphalt and base requirements as
Cab........... Cabinet GM............ Gas Meter Proj........... Project TS............. Traffic Signal Pole the adjacent roadway unless noted otherwise.
CAP.......... Corrugated Aluminum Pipe Gnd........... Ground Prop.......... Proposed Typ............ Typical
CAPA........ Corrugated Aluminum GP............ Guy Pole PRVC........ Point of Reverse
Pipe Arch Gr............. Grade Vertical Curvature VC............. Vertical Curve 9 The Contractor shall obtain all the necessary permits from local
CB............. Catch Basin GR............ Guardrail PT............. Point of Tangency VCP.......... Vitrified Clay Pipe governments for work within their jurisdiction.
CBC.......... Concrete Box Culvert GV............ Gas Valve PVC.......... Point of Vertical Curvature VG............ Valley Gutter
CG............ Cattle Guard PVC.......... Poly Vinyl Chloride
CIP............ Cast Iron Pipe HDPE........ High Density Polyethylene PVI............ Point of Vertical Intersection w/.............. with 10 Construction activities shall not interfere with mail delivery. The
CIPP......... Cast-in-Place Pipe Hdwl.......... Headwall Pvmt......... Pavement w/o............ without
Clr............. Clear(ance) HH............. Hand Hole PVT.......... Point of Vertical Tangency WM........... Water Meter Contractor shall temporarily relocate mailboxes as necessary to
CLD.......... Concrete Lined Ditch HI.............. High WV............ Water Valve provide uninterrupted mail service. This is a non-pay item.
CMP.......... Corrugated Metal Pipe HSD.......... Headlight Sight Distance Q............... Quantity of Drainage Runoff WWF......... Welded Wire Fabric
CMPA....... Corrugated Metal Pipe Arch HW........... High Water Qtr............. Quarter
CO............ Clean Out
Conc......... Concrete ID.............. Inside Diameter R............... Radius
Conn......... Connection Inv............. Invert R............... Range * Standard dictionary abbreviations
Const........ Construction Irr.............. Irrigation RCP.......... Reinforced Concrete Pipe not included.
Cont.......... Continuous Rdwy......... Roadway
Cor............ Corner L............... Length of Curve Rebar........ Reinforcing Bar
Corr........... Correction (VPI to VC) LC............ Long Chord Reinf......... Reinforced(ing)
BENCH MARK INDEX
SYMBOLS
HORIZONTAL SYSTEM: Arizona State Plane Central Zone (ASPCZ), 1 G1 FACE SHEET
Exist Edge of Pvmt 1983 Central Zone (at GROUND)
Ground Surface (Section) Manhole MH Street Name Sign 2 G2 GENERAL NOTES
Exist R/W Line
VERTICAL DATUM: NAVD88 (North American Vertical Datum of 1988)
Property Line New Bit Pvmt (Section) US Mail Box MB Sign (1 Post) 3 G3 BWCDD GENERAL NOTES
Railroad Tracks
Control Point #100 Control Point #101 4 QS1 QUANTITY SUMMARY
Catch point Top of Embankment Cut Water Valve W Sign (2 Posts) Aluminum Cap Set Aluminum Cap Set
New ABC (Section)
Catch point Toe of Filled Slope Located at SE Corner of Located at NE Corner of 5-8 GEOM1-GEOM4 GEOMETRIC CONTROL
Water Meter W M Traffic Control Cabinet MC 85 and Jackrabbit Trail MC 85 and Jackrabbit Trail
Trans Cut to Fill
Riprap (Plan & Section) N = 315385.334 N = 315496.230 9-16 ST1-1 - ST1-8 STRUCTURE #7901 STRUCTURAL PLANS
Exist Barb Wire Fence E = 528831.376 E = 528815.360
1\TT0548_SS_GeneralNotesSht+01.dgn Wood Utility Pole Traffic Pull Box
Exist Chain Link & Gate Elev = 881.094 Elev = 880.483 17-22 ST2-1 - ST2-6 STRUCTURE #990214 STRUCTURAL PLANS
New Conc (Section)
Exist Block Wall & Gate
Steel Utility Pole Traffic Signal Pole 23-28 ST3-1 - ST3-6 STRUCTURE #990215 STRUCTURAL PLANS
Exist Wood Fence and Foundation Control Point #102 Control Point #103
Aluminum Cap Set Aluminum Cap Set
Exist Guardrail Concrete Utility Pole Tree or Hedge Line
Located at NW Corner of Located at SW Corner of
Exist Water Line** 6"W (TYPE) MC 85 and Jackrabbit Trail MC 85 and Jackrabbit Trail
Exist Sanitary Sewer Line** 8"SS (TYPE) Guy Wire Palm Tree N = 315480.732 N = 315388.718
Exist Buried Electric Line E = 528725.983 E = 528727.004
Phase Angle Point Street Light on Deciduous Tree Elev = 881.165 Elev = 880.941
Exist Electric Duct Bank
Mast Arm
CDD Exist Gas Line (Matl)** Bench Mark MQ
Utility Pedestal Mesquite Tree
Exist Irrigation Line (Matl)**
Exist Storm Drain Line (Matl)** Center Line C L Irr Stand Pipe SP Pine Tree
Exist Buried Cable TV Line LENGTH OF PROJECT 3
Exist Buried Telephone Line Flow Line F Fire Hydrant Saguaro Cactus 2
L 1
Exist Fiber Optic Line MC 85 STA 350+81.00 TO STA 351+31.34 = 50.34 ft NO. REVISION BY DATE
New Pipe ** Slope Direction Yucca Cactus YUCCA STA 366+50.05 TO STA 367+77.61 = 127.56 ft
Monument Line M L MARICOPA COUNTY
Easement Survey Monument Cholla Cactus CHO STA 442+88.24 TO STA 443+87.56 = 99.32 ft
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW DEPARTMENT OF TRANSPORTATION
Forest or Reservation Boundary
Property Line or Plate P L
Flow Line Survey Monument Prickly Pear Cactus TOTAL = 277.22 ft MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
Jurisdictional Boundary in HandHole
PROJECT NO. TT0548
New Guardrail Barrel Cactus 277.22/5,280 = 0.05 miles BWCDD CANAL STRUCTURES
New Chain Link Fence
BY DATE
New Barb Wire Fence P r o f e s s i o n a l E n J. CAIN 7/18
PROJECT DISTURBED AREA r e d E R T I F I C A T E N g i n e DESIGNED
Overhead Power i s t e C O . e r DRAWN J. MORTON 7/18
2 e g 18686 ( C i
MC85 Overhead Telephone 7,300 ft = 0.17 Acres R RICHARD A. v ) l i CHECKED L. FERGUSON 7/18
- WALLACE / 1 . 8 . .
D a t e S gi n e d . . 7 . / . 1 . 1 . .
** Scale to Actual Width A R I Z O N A , U . S . A .
7Y16202 for Pipes > 12"
EXPIRES 12/31/2019
SHEET
P:\W GENERAL NOTES G2

F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
REGION NO. SHEETS
BUCKEYE BUCKEYE WATER WATER CONSERVATION CONSERVATION & & DRAINAGE DRAINAGE DISTRICT DISTRICT BUCKEYE BUCKEYE WATER WATER CONSERVATION CONSERVATION & & DRAINAGE DRAINAGE DISTRICT DISTRICT BUCKEYE BUCKEYE WATER WATER CONSERVATION CONSERVATION & & DRAINAGE DRAINAGE DISTRICT DISTRICT 9 AZ TT0548 3 28
(BWCDD) (BWCDD) GENERAL GENERAL NOTES: NOTES: UTILITY UTILITY LOCATION LOCATION / / RELOCATION RELOCATION NOTES: NOTES: GRADING GRADING NOTES: NOTES:
1. THE CONTRACTOR SHALL PROVIDE SMOOTHLY AND EVENLY
1. THE CONSTRUCTION CONTRACT SPECIFICATIONS FOR ALL 1. ATTENTION IS CALLED TO THE EXISTENCE OF UTILITY LINES GRADED FINISHED GROUND SURFACES ABOUT ALL BWCDD FACILITIES
PORTIONS OF THIS PROJECT SHALL CONFORM TO THE REQUIREMENTS INCLUDING BUT NOT LIMITED TO BURIED GAS, WATER, TELEPHONE, WITHIN THE PROJECT AREA.
OF THE UNIFORM STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND ELECTRICAL LINES WITHIN THE PROJECT LIMITS. THE
CONSTRUCTION, SPONSORED AND DISTRIBUTED BY THE MARICOPA CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR THE LOCATION 2. ALL FINISHED GRADING ABOUT BWCDD FACILITIES SHALL BE
ASSOCIATION OF GOVERNMENTS (MAG) (LATEST EDITION), EXCEPT AS AND PROTECTION OF ALL EXISTING FACILITIES, BURIED OR OVERHEAD, COMPLETED TO THE SATISFACTION OF THE OWNER'S ENGINEER. AT
NOTED, INCLUDING REVISIONS AND CORRECTIONS. DURING THE CONSTRUCTION OPERATION. THE CONTRACTOR SHALL BE THE DIRECTION OF THE OWNER'S ENGINEER, THE CONTRACTOR SHALL
RESPONSIBLE FOR ALL DAMAGES OR INJURY OF ANY NATURE DONE BY REGRADE FINISHED SURFACES TO MEET THIS REQUIREMENT.
2. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND EXECUTION OF THE WORK AND SHALL RESTORE SUCH UTILITIES TO A
SPECIFICATIONS AND SITE CONDITIONS OR ANY INCONSISTENCIES OR CONDITION SIMILAR OR EQUAL TO THEIR CONDITION BEFORE SUCH 3. THE CONTRACTOR SHALL IMPORT ADDITIONAL FILL MATERIAL OR
AMBIGUITIES IN THE DRAWINGS OR SPECIFICATIONS SHALL BE DAMAGE OR INJURY WAS DONE BY REPAIR AND/OR REPLACEMENT IN EXPORT EXCESS CUT MATERIAL AS REQUIRED TO PROVIDE
IMMEDIATELY REPORTED TO THE OWNER'S ENGINEER, IN WRITING, AN ACCEPTABLE MANNER. THE CONTRACTOR SHALL BE RESPONSIBLE SATISFACTORY FINISHED GRADING ABOUT THE BWCDD FACILITIES AS
WHO WILL PROMPTLY CORRECT SUCH INCONSISTENCY OR FOR NOTIFYING ANY AFFECTED UTILITY. DIRECTED BY THE OWNER'S ENGINEER.
7/13/2018 AMBIGUITIES IN WRITING. WITHOUT NOTIFICATION, WORK DONE BY THE
CONTRACTOR AFTER THE DISCOVERY OF SUCH DISCREPANCIES, 2. THE EXISTING UTILITIES IDENTIFIED ON THE PLANS MAY NOT 4. FINISHED GRADING SHALL BLEND SMOOTHLY INTO EXISTING
SHALL BE DONE AT THE CONTRACTOR'S RISK. REPRESENT ALL EXISTING AND/OR CONFLICTING UTILITIES WITHIN THE GRADES.
PM PROJECT LIMITS.
3. THE OWNER'S ENGINEER AND/OR OWNER SHALL NOT BE 5. FINISHED SURFACES SHALL BE GRADED TO DIRECT DRAINAGE
1:16:37 RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, 3. THE BUCKEYE WATER CONSERVATION & DRAINAGE DISTRICT AWAY FROM BWCDD FACILITIES.
TECHNIQUES, SEQUENCES OR PROCEDURE OF CONSTRUCTION, OR DOES NOT GUARANTEE THE LOCATION OR ELEVATION OF UTILITIES
THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO. AND WILL NOT BE RESPONSIBLE FOR THEIR RELOCATION. 6. O&M ROADS SHALL BE CONSTRUCTED WITH A MINIMUM
ELEVATION 6" ABOVE ADJACENT FIELDS AND A 2% CROSS SLOPE
4. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE 4. THE CONTRACTOR SHALL CONTACT ARIZONA 811 (FORMERLY UNLESS OTHERWISE NOTED.
TO THE OWNER'S ENGINEER FOR APPROVAL AND IS TO NOTIFY THE BLUE STAKE) AT 811 TO LOCATE AND FLAG ALL EXISTING
OWNER'S ENGINEER 15 CALENDAR DAYS IN ADVANCE OF EACH UNDERGROUND UTILITIES PRIOR TO THE COMMENCEMENT OF 7. O&M ROADS ADJACENT TO CANAL PRISM SHALL BE
CONSTRUCTION PHASE SO AS TO FACILITATE CONSTRUCTION CONSTRUCTION. THE LOCATION AND ELEVATION OF ALL FLAGGED CONSTRUCTED WITH A MINIMUM ELEVATION 6" ABOVE ADJACENT FIELD
OBSERVATION SCHEDULING. UTILITIES ARE TO BE FIELD VERIFIED PRIOR TO THE CONSTRUCTION OF AND A 2% CROSS SLOPE AWAY FROM CANAL PRISM AREA UNLESS
BWCDD FACILITIES. OTHERWISE NOTED.
5. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR
REVIEW BY THE OWNER'S ENGINEER, AS MAY BE NECESSARY FOR THE 5. ANY EXISTING UNDERGROUND UTILITY THAT IS IN CONFLICT WITH
EXECUTION OF THE WORK AND AS REQUIRED BY THE DRAWINGS AND PROPOSED BWCDD FACILITIES MUST BE RELOCATED TO PROVIDE A
SPECIFICATIONS. MINIMUM CLEARANCE OF ONE FOOT VERTICALLY AND TWO FEET
HORIZONTALLY (OUTSIDE DIAMETER TO OUTSIDE DIAMETER) FROM THE
6. THE CONTRACTOR SHALL STAKE THE CANAL CONSTRUCTION BWCDD FACILITY PRIOR TO CONSTRUCTION. BUCKEYE BUCKEYE WATER WATER CONSERVATION CONSERVATION & & DRAINAGE DRAINAGE DISTRICT DISTRICT
CENTERLINE AND TOP OF SHOTCRETE BANK, FOR PROPER EXECUTION
AND VERIFICATION OF THE WORK. REFERENCE STAKING SHALL BE 6. THE DEVELOPER IS SOLELY RESPONSIBLE FOR THE DRY-UP DRY-UP CONSTRUCTION CONSTRUCTION NOTES: NOTES:
MAINTAINED BY THE DEVELOPER'S ENGINEER AND/OR CONTRACTOR COORDINATION AND COST OF RELOCATION OF THE UTILITY AND SHALL
FOR THE DURATION OF BWCDD IRRIGATION FACILITIES CONTACT THE UTILITY OWNER DIRECTLY FOR INFORMATION 1. ALL WORK WITHIN THE PRISM OF THE BWCDD MAIN CANAL SHALL
CONSTRUCTION. REGARDING RELOCATION REQUIREMENTS. BE COMPLETED DURING A SINGLE BWCDD CANAL DRY-UP SCHEDULED
DURING THE FOLLOWING PERIOD:
7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL 7. ALL PROPOSED UNDERGROUND UTILITIES MUST PROVIDE A
PERMIT(S) REQUIRED FOR WORK WITHIN PUBLIC AGENCY MINIMUM CLEARANCE OF ONE FOOT VERTICALLY AND TWO FEET A 15-DAY MAIN CANAL DRY-UP, SCHEDULED FROM NOVEMBER 2ND
RIGHT-OF-WAY PRIOR TO THE START OF CONSTRUCTION. HORIZONTALLY FROM PROPOSED BWCDD FACILITIES. THROUGH NOVEMEBER 16TH, 2018.
8. STATIONS SHOWN ARE APPROXIMATE AND MAY BE VARIED AS 8. ANY EXISTING ABOVE GROUND UTILITY THAT IS IN CONFLICT WITH 2. ALL WORK WITHIN THE PRISM OF THE BWCDD SOUTH EXTENSION
DIRECTED BY THE OWNER'S ENGINEER. PROPOSED ABOVE GROUND BWCDD FACILITIES MUST BE RELOCATED CANAL SHALL BE COMPLETED DURING A SINGLE BWCDD CANAL DRY-UP
TO PROVIDE A MINIMUM CLEARANCE OF FOUR FEET HORIZONTALLY DURING THE FOLLOWING PERIOD:
9. THE CONTRACTOR SHALL CONTACT THE BUCKEYE WATER FROM THE BWCDD FACILITY PRIOR TO CONSTRUCTION.
CONSERVATION & DRAINAGE DISTRICT'S CONSTRUCTION OBSERVER A 15-DAY SOUTH EXTENSION CANAL DRY-UP, SCHEDULED FROM
FOR IRRIGATION SYSTEM DRY-UP SCHEDULING. 9. ALL PROPOSED ABOVE GROUND UTILITIES MUST PROVIDE A NOVEMBER 23RD THROUGH DECEMBER 7TH, 2018.
MINIMUM CLEARANCE FOUR FEET HORIZONTALLY FROM PROPOSED
10. EXISTING BWCDD FACILITIES MUST REMAIN OPERATIONAL, AND ABOVE GROUND BWCDD FACILITIES.
SHALL NOT BE DISTURBED OR RENDERED INACCESSIBLE TO BWCDD
OPERATIONS AND MAINTENANCE STAFF UNTIL THE CONSTRUCTION OF
THE NEW BWCDD FACILITIES HAS BEEN COMPLETED AND ACCEPTED AS
ADEQUATE BY BWCDD.
1\TT0548_SS_GeneralNotesSht+02.dgn
11. THE USE OF TEMPORARY IRRIGATION BY-PASS FACILITIES TO
FACILITATE THE DEMOLITION OF EXISTING BWCDD FACILITIES OR THE
COMPLETION OF THE NEW FACILITIES REQUIRES PRIOR APPROVAL
FROM BWCDD. BWCDD MAY REQUIRE THE CONTRACTOR TO SUBMIT
SEALED ENGINEERING PLANS FOR THE BY-PASS FACILITIES FOR
REVIEW AND APPROVAL. THE ABANDONMENT AND DEMOLITION OF
Phase EXISTING BWCDD FACILITIES REPLACED BY THE TEMPORARY BY-PASS
SHALL PROCEED ONLY AFTER THE CONSTRUCTED BY-PASS HAS BEEN
CDD FIELD VERIFIED AND ACCEPTED AS ADEQUATE BY BWCDD.
THE STANDARD FLOW IN THE BWCDD SOUTH EXTENSION CANAL IS 60
CUBIC FEET PER SECOND (CFS). THE STANDARD FLOW IN THE BWCDD
MAIN CANAL IS 300 CFS. 3
2
12. ALL EXISTING IRRIGATION FACILITIES DISTURBED BY NEW 1
NO. REVISION BY DATE
CONSTRUCTION SHALL BE RECONSTRUCTED TO CURRENT BWCDD
STANDARDS. MARICOPA COUNTY
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW DEPARTMENT OF TRANSPORTATION
13. PRIOR TO THE ISSUANCE OF A BUCKEYE WATER CONSERVATION
& DRAINAGE DISTRICT LETTER OF ACCEPTANCE, CONTRACTOR TO MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
COLLECT AND PROVIDE AS-BUILT SURVEY, AT THE DIRECTION OF PROJECT NO. TT0548
BUCKEYE WATER CONSERVATION & DRAINAGE DISTRICT'S BWCDD CANAL STRUCTURES
CONSTRUCTION OBSERVER, TO THE OWNER'S ENGINEER FOR REVIEW
BY DATE
AND APPROVAL. P r o f e s s i o n a l E n g DESIGNED J. CAIN 7/18
e r e d C E R T I F I C A T E N O i n e e
i s t . r ( DRAWN J. MORTON 7/18
14. UPON COMPLETION OF CONSTRUCTION THE CONTRACTOR SHALL e g 18686 C i v
MC85 CONTACT BUCKEYE WATER CONSERVATION & DRAINAGE DISTRICT'S R RICHARD A. ) l i CHECKED L. FERGUSON 7/18
- CONSTRUCTION OBSERVER TO OBTAIN A LETTER OF ACCEPTANCE. D a t WALLACE / 1 . 1 . / . 1 . 8 . .
A e S gi n e d . . 7 . . A .
7Y16202 R I Z O N A , U . S .
EXPIRES 12/31/2019
SHEET
P:\W BWCDD GENERAL NOTES G3

F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
REGION NO. SHEETS
9 AZ TT0548 4 28
SUMMARY OF ESTIMATED QUANTITIES (STRUCTURES)
ITEM
ITEM DESCRIPTION UNIT TOTAL
NUMBER
206.01000 Structural Excavation CY 65
206.02000 Structural Backfill CY 85
211.01000 Fill Construction CY 118
306.10000 Geogrid (Per Plan) SY 205
310.03000 Aggregate Base Course TON 214
7/13/2018 350.01501 Remove Headwall w/ Barrier EA 6
350.01702 Remove Concrete Channel Lining SY 170
PM 350.02101 Remove Concrete Cantilever EA 2
1:16:37 350.02102 Remove Wingwall EA 8
350.02103 Remove Concrete Girder EA 1
350.32000 Remove Chain Link Fence w/ Concrete Curb LF 110
502.01020 Concrete Drilled Shaft, 2.0' Dia. LF 104
505.01100 MAG Class AA Concrete CY 10
505.01300 MAG Class A Concrete CY 187
505.02100 Reinforcing Steel LB 17,830
505.05143 F - Shape Concrete Bridge Barrier (34") LF 114
506.01000 Precast, Prestressed 19" Voided Slab (4'-0" wide) (Modified per Plan) LF 280
520.01040 Safety Rail, MAG Det 145 Modified LF 110
525.03220 Channel Lining, Shotcrete, 4" Thick SY 185
1\TT0548_SS_QuantitySummarySht+02.dgn
Phase
CDD
3
2
1
NO. REVISION BY DATE
MARICOPA COUNTY
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW DEPARTMENT OF TRANSPORTATION
MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
PROJECT NO. TT0548
BWCDD CANAL STRUCTURES
BY DATE
P r o f e s s i o n a l E n g DESIGNED J. CAIN 7/18
e r e d C E R T I F I C A T E N O i n e e
i s t . r ( DRAWN J. MORTON 7/18
MC85 R e g RICHARD 18686 A. C i v l i CHECKED L. FERGUSON 7/18
WALLACE )
- D a 1 1 . / . 1 . 8 . .
t e S gi n e d . . 7 . / . . .
7Y16202 A R I Z O N A , U . S . A
EXPIRES 12/31/2019
SHEET
P:\W QUANTITY QUANTITY SUMMARY SUMMARY QS2

SECTION LINE F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
REGION NO. SHEETS
2643.63' 2643.52' 9 AZ TT0548 5 28
5080421 330202 5080291 5080124
T 1 N T 1 N T 1 N T 1 N
29 29 28 28 28 27 390+00 390+00
32 32 33 33 33 34
2644.56' MC 85 Construction C L
R 2 W T 1 N R 2 W R 2 W R 2 W Sta 388+12.96 T1N
LINE LINE N=318266.919 217 T1S R2W
32 33 2643.97'
E=536403.892 GEOM2
T 1 N 32 R 2 W SECTION 380+00
SECTION T 1 N LINE SEE
31 32 R.2W 33 (6417.83') T 1 N
Section 5080991 R.2W 33 34 5081090
T.1N., Section 390+00 34 35
R 2 W QTR T.1N., QTR R W 385+21.78
7/13/2018 2 SECTION
Liberty School Rd Construction C L LINE 218 PI STA R 2 W
5080891
POE Sta 763+18.58 QTR SECTION LINE LINE
PM N=316774.511 5081191
Rd E=526022.842 SECTION
1:16:39 MC 85 Construction C L MATCH
370+00 Sta 385+21.78 6012
School
250+00 260+00 270+00 280+00 290+00 300+00 310+00 320+00 N=318040.287
2638.66' 330+00 340+00 350+00 E=536221.084
LINE
220 219 LINE 1 N R
1 N R 2 C 2686.88' T 2 W
31 T W Liberty Jackrabbit Tr Construction L MC 85 Construction C L 34
R.2W SECTION 31 32 (322.32') POE Sta 100+00.00 T 4 W
Section T 6 W N=315443.542 221 SECTION 1 S R 2
T.1N., 1 S R 2 E=528776.277 364+60.99
5086721 (336.65') Rd
PI QTR 5086591 34
5086921 360+00
760+00 (592.61') 157.35' R.2W
167.26' 161.67' 158.08' (615.53') Section LINE
1 N R 2 227 226 Perryville 223 T.1N.,
242+96.66 246+33.34 N R T 32 33 W 1011 1005 358+06.15 222 147.18'
(336.68') T 1 2 W 5 295+85.08 299+07.39 305+00.00 313+05.19 325+41.06
32 272+74.16 T 1 2 W PT 5086491 SECTION
T 6 W S R 335+09.47 341+25.00 344+61.65 224 (654.84')
PI PI 1 S R 2 236 164.24' PI PI PI PI 161.03' PI
173.96' PI 5082221 231 228 225 3
PI PI PC 163.67'
316486
(805.19') (917.49') (968.41')
SECTION LINE
235 2315.30' 232 2329.57' 2334.06'
162.72' 239 238 PT 97+74.00
Ave 233 229 MC 85 Construction C L
316484 1 N R 237 PI 95+12.68 (226.00') Sta 348+71.37
T 2 W 2 Tr 230 N=315428.358 5088421
207th 316485 32 269+45.23 Ave PRC 92+51.24 1004 322+22.68 351+83.56 351+83.56 5088121 5081891
T 6 W PI LINE E=533742.390
1 S R 2 316483 91+31.85 N R
PI 1 N R 2 PI PI PI T 1 2 W N R N R
203rd 90+00 1 Jackrabbit T 33 W N R LINE 34 T 1 2 W T 1 2 W
Liberty School Rd Construction C L N R PC 90+12.44 5 SECTION T 1 33 34 2 W T 4 W 34 34 35
T 1 2 W T 1 2 W 5086621 1 S R 2 T 4 3 W T 3 W
POB Sta 750+00.00 32 S R T 4 W 1 R 2 1 2
N=315456.378 6 5 1 R 2 S S R
LINE T W S SECTION 2640.91'
E=525988.406 1 S R 2 (387.92')
LINE 159.86'
Jackrabbit Tr Construction C L LINE 1003
SECTION 6 POB Sta 86+24.52 (318.38') QTR 3054891
Section R.2W (328.93') N=314068.998 N R 2647.89' 5084723
SECTION E=528730.103 T 1 2 W 1006 T 1 S
1\TT0548_SS_GEO+01.dgn T.1S., SECTION 33
QTR T 5 W 4 3
1 S R 2 1 N R 2 154.96'
T W
33 R 2 W
T 1 S QTR T 5 4 W
5 1 S R 2
Phase 6 R.2W 4
7 Section
Section R.2W SCALE: 1"=500'
CDD R 2 W T.1S.,
T.1S., 500 0 500 1000
3052521
3054601 SCALE IN FEET
T 1 S 3054421 3
3054791 INDEX 2
300+00 1
6 5 T 1 S 1003 NO. REVISION BY DATE
R 2 W 5 T 1 S 3054291 Curve Number MARICOPA COUNTY
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW 8 5 4 DEPARTMENT OF TRANSPORTATION
R 2 W T 1 S
R 2 W Control Point MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
4
1 Curve Data 2 Curve Data 3 Curve Data 9 PROJECT NO. TT0548
1011 BWCDD CANAL STRUCTURES
101 R 2 W Section Line Bearings
PI Sta 91+31.85 PI Sta 95+12.68 PI Sta 351+83.56 000.00' BY DATE
P r o f e s s i o n a l E n g DESIGNED J. CAIN 7/18
102 e r e d C E R T I F I C A T E N O i n e e
Centerline Bearings i s t . r ( DRAWN J. MORTON 7/18
MC85 T=119.40' T=261.44' T=721.91' 234 (000.00') R e g RICHARD 18686 A. C i v l i CHECKED L. FERGUSON 7/18
L=238.80' L=522.76' L=1344.50' 100 WALLACE 8 . )
- R=10,300.00' R=10,300.00' R=1490.00' 103 Benchmark D a t e S 7 . / . 1 . 1 . / . 1 . .
A R gi n e d . . . A .
7Y16202 e=NC e=NC e=0.080'/ft I Z O N A , U . S
Survey Marker EXPIRES 12/31/2019
SHEET
P:\W GEOMETRIC CONTROL GEOM1

F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
REGION NO. SHEETS
9 AZ TT0548 6 28
490+00 500+00
T 1 N 470+00 470+00 480+00
21 22 T 1 N
28 27 24 19
R 2 W 2644.28' 2644.05' 2650.00' 2648.12' 492+19.02 R 25 30
2 1 W
W R
5077901
5078221 5078021
PT
5078121 460+00 471+86.62 471+86.62 T 1 N
T 1 N MC 85 Construction C L 23
T 1 N 22 23 Sta 469+14.94 PI PI 26 Off=-0.00' Sta=497+18.80 E=544381.65 N=325164.03
27 26 2646.98' N=324328.765 2644.55' R 2 W T 1 N 603+76.40
22 E=541730.434
27 R 2 W 23 24
5077821
1008 26 25
2643.78' R 2 W T 1 N
7/13/2018 200 4 Ln R 2 W POE
27 26 1010
450+00 MC 85 Construction C L
PM 5289.32' R 2 W Cotton MC 85 Construction C L
T 1 N MC 85 Construction C L Sta 497+18.86
1:16:40
5079291 Sta 452+98.23 N=325164.037
28 27 N=323307.402 202 E=544381.708
E=540484.246
R 2 W 201
27 440+00 25
204 R.2W
5079122 Section R.2W 449+39.61 203 Section
T 1 N
T.1N., QTR SECTION LINE T.1N.,
PC 2648.87' 26 25
LINE R 2 W
6011
28
R.2W 430+00 6009 26
Section 5079321 T1N R2W
SECTION 206 R.2W T1S
T.1N., Section
205 T.1N.,
207
LINE QTR MC 85 Construction C L 2646.73' LINE
132479 LINE
Sta 430+55.93
420+00 N=321569.414
T 1 N T 1 N E=539067.789 SECTION
28 SECTION 27 T 1 N SECTION T 1 N
33 34
R 2 W MC 85 Construction C L QTR 26 26 25
R 2 W 210 35 35 36
Sta 419+03.48
N=320672.414 R 2 W R 2 W
5080291 5080091 410+00 E=538344.241 208 INDEX
5079801 5079701
Southern Ave 209 Curve Number
SECTION LINE
2643.52' 2645.08' 2647.63' SECTION LINE Control Point
400+00 213 211
Section Line Bearings
000.00'
5079991
5080124
214 Centerline Bearings
(000.00')
2644.56' 2643.52' T 1 N
T 1 N
27 26 Benchmark
1\TT0548_SS_GEO+02.dgn 28 27 390+00 2644.02' 212 34 35
33 34
R 2 W
R 2 W Survey Marker
215
216
Phase 33 LINE 35
R.2W GEOM1 R.2W SCALE: 1"=500'
Section 34 Section
CDD T.1N., R.2W 500 0 500 1000
T 1 N SEE Section T.1N.,
SECTION
T.1N., SCALE IN FEET
33 34 390+00 3
2
R 2 W 1
STA T 1 N NO. REVISION BY DATE
QTR SECTION LINE
5081090 LINE MARICOPA COUNTY
34 35
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW DEPARTMENT OF TRANSPORTATION
MATCH R 2 W
MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
5081191 PROJECT NO. TT0548
BWCDD CANAL STRUCTURES
2698.98' 4 Curve Data
1 N R 2 BY DATE
T 34 35 W PI Sta 471+86.62 P r o f e s s i o n a l E n g DESIGNED J. CAIN 7/18
3 t e r e d C E R T I F I C A T E N O i n e e
T W g i s . r ( C DRAWN J. MORTON 7/18
MC85 1 S R 2 R e RICHARD 18686 A. i v l i CHECKED L. FERGUSON 7/18
- T=2247.01' WALLACE / 1 . 8 . . )
L=4279.41' D a t e S gi n e d . . 7 . / . 1 . 1 . . .
7Y16202 5081891 R=5680.00' A R I Z O N A , U . S . A
e=0.015'/ft EXPIRES 12/31/2019
SHEET
P:\W GEOMETRIC CONTROL GEOM2

F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
REGION NO. SHEETS
9 AZ TT0548 7 28
CONTROL DATA TABLE BENCHMARK DATA TABLE
Point No. Station Offset Northing Easting Elevation Section Corner Description Benchmark
Northing Easting Elevation Description
1003 299+07.39 0.00' 315443.474 528783.277 880.810 SEC 5, T1S R2W N 1/4 FND 3" BC IN HAND HOLE, MKD: "RLS48362" No.
1004 322+22.68 6.00' Rt 315404.147 531098.245 882.442 SEC 33, T1N R2W S 1/4 FND 3" MC BC IN HAND HOLE, NO MARKINGS 100 315385.334 528831.376 881.094 SET 2" MC AC FLUSH, MKD: "TT493 NOV 2014 100"
1005 323+83.71 5.89' Rt 315402.053 531259.260 882.766 - - FND 3" MC BC, MKD: "RLS267??" 101 315496.230 528815.360 880.483 SET 2" MC AC FLUSH, MKD: "TT493 NOV 2014 101"
1006 325+41.06 6.00' Rt 315399.781 531416.594 883.082 SEC 5, T1S R2W NE FND 3" MC BC, MKD: "RLS26411" 102 315480.732 528725.983 881.165 SET 2" MC AC FLUSH, MKD: "TT493 NOV 2014 102"
1008 491+91.74 7.89' Rt 325083.336 543860.781 910.504 SEC 26, T1N R2W - FND 3" BC, FLUSH, MKD: "RLS42937 PT342+38.71" 103 315388.718 528727.004 880.941 SET 2" MC AC FLUSH, MKD: "TT493 NOV 2014 103"
1010 497+17.67 8.14' Rt 325155.805 544381.648 912.681 SEC 26, T1N R2W - FND 3" MC BC, MKD: "RLS42937 257+05.50" 200 324327.813 541606.498 900.814 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
1011 297+49.31 1.07' Lt 315446.071 528625.215 881.629 - - FND 3" MC BC, MKD: "RLS48362 2014" 201 324016.863 541335.903 898.870 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
6009 443+51.74 44.68' Lt 322606.056 539846.570 901.190 SEC 26, T1N R2W - FND CHISELED "X", FLUSH, MKD: "2X2" 202 323783.095 540921.836 900.173 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
7/13/2018 6011 - - 323300.651 541725.010 - SEC 26, T1N R2W - CALCULATED 1/4 S26 203 323411.639 540642.488 898.802 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
6012 386+34.93 141.84' Rt 318039.298 536402.524 - SEC 34, T1N R2W - CALCULATED 1/4 S34 204 323142.732 540294.697 898.650 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
PM 132479 443+32.45 47.25' Rt 322533.326 539906.011 900.964 SEC 26, T1N R2W - SET 2" MC AC, FLUSH, MDK: "CP103 2013" 205 322744.712 540062.217 898.417 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
316483 272+74.16 0.00' 315455.779 526150.076 877.704 SEC 6, T1S R2W NE FND 3" MC BC IN HAND HOLE, 1.0' DOWN, NO MARKINGS 206 322451.016 539741.995 899.917 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
1:16:40
316484 244+59.38 1.04' Rt 315468.605 523335.326 872.470 - - FND 2" MC AC, FLUSH, MDK: "AP LS 29891" 207 322085.329 539444.669 898.357 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
316485 246+33.34 0.00' 315468.039 523509.287 873.032 SEC 6, T1S R2W N 1/4 FND 2" MC AC, FLUSH, 0.0' UP DOWN, MKD: "N1/4 S6 T1SR2W LS 29891" 208 321659.614 539187.762 895.221 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
316486 269+45.23 0.00' 315457.129 525821.150 877.566 SEC 32, T1N R2W S 1/4 FND 3" MC BC, 1.0' DOWN, NO MARKINGS 209 321274.719 538872.884 895.393 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
330202 - - 320729.161 528486.300 885.816 SEC 32, T1N R2W NE FND 1/2" REBAR, NO MARKINGS 210 320959.284 538533.955 897.202 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
3052521 - - 312804.173 526118.570 875.137 SEC 6, T1S R2W E 1/4 SET 2" MC AC, MKD: "1/4 S6 S5 36563 2003" 211 320583.539 538216.886 896.713 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
3054291 - - 310095.415 534033.008 875.740 SEC 4, T1S R2W S 1/4 SET 2" MC AC, 0.3' UP, MKD: "1/4 S4 36563 2003" 212 320166.904 537978.650 895.670 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
3054421 - - 310138.099 528733.613 867.570 SEC 5, T1S R2W S 1/4 SET 2" MC AC, MKD: "1/4 S8 S5 36563 2003" 213 319847.847 537635.748 893.884 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
3054601 - - 310158.527 523443.091 871.552 SEC 6, T1S R2W S 1/4 FND 3" MC BC IN HAND HOLE, 0.5' DOWN, NO MARKINGS 214 319472.472 537332.453 893.440 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
3054791 - - 312751.950 531399.678 871.649 SEC 5, T1S R2W E 1/4 SET 2" MC AC, 0.5' UP, MKD: "1/4 S536563 2003" 215 319094.951 537029.335 892.532 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
3054891 - - 312702.554 536690.139 878.979 SEC 4, T1S R2W E 1/4 SET 2" MC AC, 0.3' UP, MKD: "1/4 S4 36563 05" 216 318717.365 536728.461 892.181 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
5077821 - - 325928.439 544387.029 914.645 SEC 27, T1N R2W NE SET 2" MC AC, 0.5' DOWN, MKD: "29891 2002 1N 2W" 217 318332.998 536414.911 892.323 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
5077901 - - 325945.169 541738.961 909.482 SEC 26, T1N R2W N 1/4 FND 3" COG BC IN HAND HOLE, 0.3' DOWN, NO MARKINGS 218 317949.127 536103.341 891.919 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
5078021 - - 325962.011 539089.016 904.067 SEC 27, T1N R2W NE SET 3" MC BC, 0.5' DOWN, MKD: "1/4 2002 29891" 219 317593.878 535819.111 892.778 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
5078121 - - 325972.523 536444.983 914.266 SEC 27, T1N R2W N 1/4 SET 2" MC AC, 0.1' DOWN, MKD: "29891 2002 1N 2W" 220 317213.809 535513.170 891.301 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
5078221 - - 325982.985 533800.727 911.039 SEC 27, T1N R2W NW SET 3" MC BC, 0.1' DOWN, MKD: "S27 2002 29891" 221 316836.255 535206.518 890.554 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
5079122 - - 323339.261 533783.775 893.155 SEC 27, T1N R2W W 1/4 SET 3" MC BC, 1.5' DOWN, MKD: "29891 2002 1N 2W" 222 316418.909 534954.840 889.806 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
5079291 - - 323315.063 539076.183 894.592 SEC 27, T1N R2W E 1/4 SET 2" MC AC, 2.0' DOWN, MKD: "29891 2003 1N2" 223 316083.596 534600.594 889.096 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
5079321 - - 323286.268 544368.638 896.164 SEC 26, T1N R2W E 1/4 SET 2" MC AC, 0.5' DOWN, MKD: "29891 2002 1N 2W" 224 315727.307 534263.736 889.132 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
5079701 - - 320644.552 544350.392 892.272 SEC 26, T1N R2W SE FND 2" BC, 0.5' DOWN, MKD: "13554 1N 2W 25 26" 225 315497.594 533835.993 888.793 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
5079801 - - 320656.475 541711.060 890.170 SEC 26, T1N R2W S 1/4 FND 2" BC, FLUSH, MKD: "13554 1N 2W S26" 226 315414.532 533353.010 885.684 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
5079991 - - 320668.359 539063.457 893.209 SEC 34, T1N R2W NE SET 2" MC AC, 1.7' DOWN, MKD: "29891 2003 1N2" 227 315417.174 532865.623 884.778 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
5080091 - - 320683.271 536418.420 888.748 SEC 34, T1N R2W N 1/4 SET 3" MC BC, 1.2' DOWN, MKD: "29891 2003 1N 2W" 228 315423.499 532391.481 883.454 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
5080124 - - 320698.230 533773.363 885.276 SEC 33, T1N R2W NE SET 2" MC AC, 1.0' DOWN, MKD: "29891 2002 1N 2" 229 315430.403 531908.117 882.629 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
5080291 - - 320713.734 531129.889 882.635 SEC 33, T1N R2W N 1/4 SET 2" MC AC, 0.7' DOWN, MKD: "29891 2003 1N 2W" 230 315349.283 531419.483 883.534 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
5080421 - - 320745.436 525841.041 882.195 SEC 32, T1N R2W N 1/4 SET 2" MC AC, 2.5' DOWN, MKD: "29891 2002 1N 2" 231 315366.482 530927.128 882.271 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
5080891 - - 318115.488 523182.765 870.631 SEC 31, T1N R2W E 1/4 SET 2" MC AC, 1.2' DOWN, MKD: "29891 2002 1N 2W" 232 315345.187 530432.761 881.806 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
5080991 - - 318085.221 528473.711 877.048 SEC 32, T1N R2W E 1/4 FND 2" MC AC, 1.3' DOWN, MKD: "29891 2002" 233 315343.782 529957.740 880.811 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
5081090 - - 318053.711 533757.820 - SEC 33, T1N R2W E 1/4 CALCULATED 1/4 S34 S33 234 315388.760 528727.026 880.877 SET 2" AL CAP, MKD: "MCDOT CP 103"
5081191 - - 318024.883 539047.487 883.741 SEC 34, T1N R2W E 1/4 FND 2" MC AC, 0.5' DOWN, MKD: "29891 2003" 235 315416.194 528288.535 879.177 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
1\TT0548_SS_GEO+03.dgn 5081891 - - 315325.948 539031.165 875.195 SEC 34, T1N R2W SE SET 2" MC AC, 0.2' UP, MKD: "29891 2003 1N 2W" 236 315425.099 526676.604 877.746 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
5082221 295+85.08 0.00' 315446.590 528460.977 880.164 SEC 32, T1N R2W SE SET 3" MC BC, MKD: "29891 2002 1N 2W 1S" 237 315421.247 526178.567 877.269 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
5084723 349+99.67 109.09' Rt 315364.147 533901.866 888.488 - - SET 3" MC BC, 0.5' DOWN, MKD: "29891 2003 1N2" 238 315430.124 525711.195 876.832 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
5086491 - - 315344.575 536533.507 879.397 - - SET 2" MC AC, FLUSH, MKD: "29891 2003 1N 2W" 239 315430.287 525213.141 876.209 SET 1/2" REBAR W/RPC FLUSH, MKD: "WOOD PATEL"
5086591 - - 315345.648 536386.329 880.100 SEC 34, T1N R2W S 1/4 FND 2" MC AC, FLUSH, MKD: "29891 2003 1N 2W"
Phase
5086621 348+55.78 59.39' Rt 315366.880 533742.029 888.802 SEC 33, T1N R2W SW SET 3" MC BC, MKD: "29891 2003 1N 2W"
CDD 5086721 271+12.49 0.06' Rt 315456.378 525988.407 878.240 - - SET 2" MC AC, 0.3' DOWN, MKD: "29891 2003 1N 2W"
5086921 242+96.66 1.00' Rt 315470.140 523172.611 871.084 SEC 31, T1N R2W SE SET 3" MC BC IN HAND HOLE, 1.2' DOWN, MKD: "29891 2003 1N 2W"
5088121 - - 315343.457 536697.173 881.963 SEC 4, T1S R2W NE SET 2" MC AC, MKD: "29891 2003 1N 2W 1S" 3
5088421 351+30.45 168.98' Rt 315363.282 534056.823 887.821 SEC 4, T1S R2W N 1/4 FND 2" MC AC, MKD: "29891 2003 1N 2W" 2
1
NO. REVISION BY DATE
Note: Point Numbers are MCDOT Unique ID Survey Points, Point Data are Ground Coordinates.
MARICOPA COUNTY
Code Description
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW DEPARTMENT OF TRANSPORTATION
AC Aluminum Cap
BC IN HH Brass Cap in Hand Hole MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
PROJECT NO. TT0548
BC FL Brass Cap Flush
BWCDD CANAL STRUCTURES
RB Rebar
BY DATE
GLO BC Government Land Office Brass Cap P r o f e s s i o n a l E n g DESIGNED J. CAIN 7/18
e r e d C E R T I F I C A T E N O i n e e
HH Hand Hole g i s t . r ( C DRAWN J. MORTON 7/18
MC85 R e RICHARD 18686 A. i v ) l i CHECKED L. FERGUSON 7/18
ID IN HH ID in Hand Hole WALLACE
- D a 1 1 . / . 1 . 8 . .
MC AC Maricopa County Aluminum Cap t e S gi n e d . . 7 . / . . .
7Y16202 A R I Z O N A , U . S . A
SSTL Steel
EXPIRES 12/31/2019
SHEET
P:\W GEOMETRIC DATA AND CONTROL SHEET GEOM3

F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
REGION NO. SHEETS
MC 85 GEOMETRIC DATA TABLE 9 AZ TT0548 8 28
Curve Curve Data
No. Point Station Bearing Distance Northing Easting
Radius Delta Degree of Curve Length Tangent Superelevation
COORDINATE SYSTEM METADATA
PI 242+96.66 315471.140 523172.617
PI 246+33.34 336.68' 315468.039 523509.287 Linear Units: International Feet
PI 269+45.23 2311.89' 315457.129 525821.150 Ground Scale Factor: 0.9999001
Horizontal Coordinate System / Datum:
PI 272+74.16 328.93' 315455.779 526150.076
Datum: North American Datum of 1983(NAD83) [1992 epoch]
PI 295+85.08 2310.92' 315446.590 528460.977
PI 299+07.39 322.32' 315443.474 528783.277 Projection: This project is in a GROUND coordinate system however it is based on the Arizona
Coordinate System, 1983 Central Zone, otherwise known as the Arizona State Plane Central
PI 305+00.00 592.61' 315434.816 529375.822
Zone (ASPCZ) or "Grid."
PI 313+05.19 805.19' 315423.551 530180.936
PI 322+22.68 917.49' 315410.146 531098.327 In order to obtain ASPCZ coordinates;
7/13/2018 · First translate the northing value by adding 550,000 ift to all northings (the Y component of the
PI 325+41.06 318.38' 315405.780 531416.679
coordinates).
PI 335+09.47 968.41' 315392.080 532384.988 · Second scale (multiply) both the northings (Y component) and eastings (X component) value
PM PI 341+25.00 615.53' 315382.873 533000.449 by the scale factor shown above.
1:16:41 All coordinates were derived directly or indirectly from NGS B order stations or better. This includes
PC 344+61.65 336.65' 315378.110 533337.067 NGS Continuously Operating Reference Stations(CORS) adjusted back to the 1992 epoch.
3 PI 351+83.56 315367.897 534058.904 1490.00' 1344.50' 721.91' e=.080'/ft
Distances displayed are horizontal and are not slope.
PT 358+06.15 315928.054 534514.292
VERTICAL DATUM:
PI 364+60.99 654.84' 316436.172 534927.375 Vertical Datum: NAVD88 (North American Vertical Datum of 1988)
Geodetic Datum: NAD83 adjustment 1992
PI 385+21.78 2060.79' 318040.287 536221.084
Geoid: Geoid 1999
PC 449+39.61 6417.83' 323035.567 540250.435 The following vertical adjustment is being utilized for this project which was derived by MCDOT
during the GDACS project by holding 23 first order NGS benchmarks throughout the county:
4 PI 471+86.62 324784.518 541661.194 5680.00' 4279.41'2247.01' e=0.015'/ft
PT 492+19.02 325094.976 543886.656 Vertical Transformation of Geoid:
POE 603+76.40 11157.38' 326636.534 554937.032 Origin North: 876748.214 ift
Origin East: 816963.987 ift
Constant Adjustment: +0.1253 ift
Slope North: -0.1908278 ppm
JACKRABBIT TRAIL GEOMETRIC DATA TABLE Slope East: -0.0027077 ppm
Curve Curve Data
No. Point Station Bearing Distance Northing Easting
Radius Delta Degree of Curve Length Tangent Superelevation
POB 86+24.52 314068.998 528730.103
PC 90+12.44 387.92' 314456.651 528744.426
1 PI 91+31.85 314575.974 528748.834 10300.00 238.80' 119.40' e=NC
PRC 92+51.24 314695.163 528756.008
PI 95+12.68 314956.127 528771.715 10300.00 522.76' 261.44' e=NC
2
PT 97+74.00 315217.552 528774.162
POE 100+00.00 226.00' 315443.542 528776.277
LIBERTY SCHOOL ROAD GEOMETRIC DATA TABLE
Curve Curve Data
No. Point Station Bearing Distance Northing Easting
Radius Delta Degree of Curve Length Tangent Superelevation
POB 750+00.00 315456.378 525988.406
1\TT0548_SS_GEO+04.dgn
POE 763+18.58 1318.58' 316774.511 526022.842
Phase
CDD
3
2
1
NO. REVISION BY DATE
MARICOPA COUNTY
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW DEPARTMENT OF TRANSPORTATION
MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
PROJECT NO. TT0548
BWCDD CANAL STRUCTURES
BY DATE
P r o f e s s i o n a l E n g DESIGNED J. CAIN 7/18
e r e d C E R T I F I C A T E N O i n e e
i s t . r ( DRAWN J. MORTON 7/18
MC85 R e g RICHARD 18686 A. C i v l i CHECKED L. FERGUSON 7/18
WALLACE )
- D a 1 1 . / . 1 . 8 . .
t e S gi n e d . . 7 . / . . .
7Y16202 A R I Z O N A , U . S . A
EXPIRES 12/31/2019
SHEET
P:\W GEOMETRIC DATA AND CONTROL SHEET GEOM4

Extended Channel Lining Property Line F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
REGION NO. SHEETS
Property Line 9 AZ TT0548 9 28
Flow Extend Canal Lining on Downstream
A
- (Widened) Edge of Bridge 25'-0"
Exist R/W
New Concrete Barrier 56'-0" Total Length of Bridge
w/ Safety Rail
55'-0"
Exist Fence & Curb
Exist Edge of
To Be Removed Pavement MC 85 6" 6"
New Concrete Barrier
New Safety Rail
Brg & Piles Abut 1 C L Brg & Piles Abut 2 C L
7/13/2018 Exist Concrete Barrier C L Brg Abut #1 C L Brg Abut #2
To Remain Sta 443+14.93 Sta 443+69.92
15' 55'-0" 15' Elev= 901.95 Elev= 901.98
PM Approach Approach
Slab Slab
1:16:45
Begin Bridge MC 85 Construction C L Begin Bridge Buckeye Canal End Bridge
Sta 443+14.39 Sta 443+70.46
Sta 443+14.39 68°0'0"
Typ
MC 85
Exist Approach Slab
End Bridge
Sta 443+70.46
BW
Exist Approach Slab
CDD
Exist Edge of Pavement CANAL Exist Edge of
Pavement MC 85 ELEVATION
MAIN Exist
Concrete Barrier SCALE 1" = 5'
To Remain
General Notes:
Construction Specifications - Uniform Standard Specification for
Public Works Construction, 2015.
C L Brg Exist R/W C L Brg Design Specifications - AASHTO Std. Specifications for
Exist Fence & Curb Highway Bridges, 17th Edition.
To Be Removed
Existing Bridge "As-Built" Drawings dated 2-3-93
PLAN can be obtained from MCDOT.
New Concrete Barrier
SCALE 1" = 10'
T Investors LP/SCM KDL LLLP/ETAL w/ Safety Rail
Loading - HS20-44
21'-0" 21'-0" Existing Bridge Deck = 84'-0" Concrete - Class AA f'c=4,000 psi
Reinforcing Steel - ASTM A615, Grade 60
New Bridge Widening
Precast Concrete Beams - f'c = 5,000 psi
1\TT0548_SD_Struct+01-1.dgn Prestressing Steel - ASTM A416 GR27O Low Relaxation Strand
MC MC 85 85 Construction Construction C L
5'-0" 5'-0" 57'-8 3 8 " 42'-3 3 4 "
Wall New Concrete Barrier
w/ Safety Rail
New Concrete Barrier Exist Fence & Curb
Phase w/ Safety Rail To Be Removed Exist Fence & Curb
Exist Concrete Barrier Exist Concrete Barrier To Be Removed
CDD all all
To Remain To Remain
W W Exist Exterior Girder
2'-0" 2'-0" Profile Grade 2% 2% To Be Removed
3
2
1
NO. REVISION BY DATE
MARICOPA COUNTY
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW DEPARTMENT OF TRANSPORTATION
Cap Cap MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
PROJECT NO. TT0548
Min Min BWCDD CANAL STRUCTURES
BY DATE
2'-0" 2'-0" P r o f e s s i o n a l E n g DESIGNED R. BRANTLEY 7/18
e r e d C E R T I F I C A T E N O i n e e
i s t . r ( DRAWN J. MORTON 7/18
MC85 New 2'-0" Dia. Drilled R e g ANDREW 46955 H. C i v l i CHECKED A. HAINES 7/18
HAINES )
- Concrete Shafts D a 1 1 . / . 1 . 8 . .
TYPICAL TYPICAL SECTION SECTION A-A A t e S gi n e d . . 7 . / . . A .
7Y16202 R I Z O N A , U . S .
SCALE 1" = 10' EXPIRES 9/30/2019
SCALE 1" = 5'
P:\W MC 85 BRIDGE #7901 OVER BWCDD MAIN CANAL SHEET
GENERAL PLAN AND ELEVATION ST1-1
TRACS NO.

F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
Property Line A Property Line REGION NO. SHEETS
LEGEND: New Barrier - 9 AZ TT0548 10 28
w/ Safety Rail Bridge
REMOVAL Widening
B
- Exist R/W
Phasing and Removal Notes:
Exist R/W
Exist Barrier Exist Fence 1. Removal of AC overlay shall not damage the existing concrete
To Remain Remove bridge beams below, or their welded shear tabs.
2. Phasing & dimensions shown are recommended. The Contractor
may submit a separate construction sequence for review and
approval.
3. Removal of concrete wall shall not damage concrete cap beam
7/13/2018 Exist Edge of below. Damage and associated repair costs shall be at the
Pavement MC 85
Contractor's expense.
PM 4. Grind reinforcing exposed by removal operations flush with the
roughened deck surface.
1:16:46
5. Care shall be taken not to damage the welded shear tabs on the
existing bridge beams during deck removal. Any damaged shear
tabs shall be repaired as directed by the Engineer.
MC 85
MC 85 Construction C L
Begin Bridge BW End Bridge
Sta 443+14.39 Sta 443+70.46
CDD
CANAL
Exist Edge of
MAIN Pavement MC 85
Exist Barrier
To Remain
Exist Fence
PLAN New Barrier Exist R/W
w/ Safety Rail Remove
SCALE 1" = 10'
A STAGE 1 - BRIDGE REMOVAL
- SCALE 1" = 5'
Exist Barrier
To Remain
MC 85 Construction C L Exist Concrete Barrier
Exist Fence & Curb Exist Fence & Curb
1\TT0548_SD_Struct+01-2.dgn Remove To Remain
Remove
Exist Wall Exist Edge Beam
Remove Remove
Install New 2'-0" Dia.
Drilled Shafts
Phase
CDD
3
B STAGE 2 - WIDEN BRIDGE 2
1
- SCALE 1" = 5' NO. REVISION BY DATE
21'-0"
MARICOPA COUNTY
Widening Exist Barrier Exist Barrier New Barrier w/ Safety Rail
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW MC 85 Construction C L DEPARTMENT OF TRANSPORTATION
New Barrier w/ Safety Rail See Detail on Sheet ST1-7
MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
5'-0" SCALE 1" = 10' PROJECT NO. TT0548
New Edge Beam BWCDD CANAL STRUCTURES
BY DATE
P r o f e s s i o n a l E n g DESIGNED R. BRANTLEY 7/18
e r e d C E R T I F I C A T E N O i n e e
i s t . r ( DRAWN J. MORTON 7/18
MC85 R e g ANDREW 46955 H. C i v l i CHECKED A. HAINES 7/18
HAINES )
- D a 1 1 . / . 1 . 8 . .
Construct Widening t e S gi n e d . . 7 . / . . .
7Y16202 A R I Z O N A , U . S . A
EXPIRES 9/30/2019
SHEET
P:\W BRIDGE CONSTRUCTION SEQUENCING 1 ST1-2
TRACS NO.

F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
REGION NO. SHEETS
9 AZ TT0548 11 28
Sta. 443+37.63
77.48' Lt
Future 5" Concrete Overlay By Others
Approximate Limits of 1 "
New Canal Lining Sta. 443+30.21 2 C L Brg & Piles New Precast/Prestressed
Sta. 443+02.13 63.64' Lt Future 1" Poured Sealant By Others
See Sheet ST1-8 Voided Slab Beam
63.64' Lt
Section 'A'
7/13/2018 New Canal Floor Lining
See Sheet ST1-8
New 2'-0" Drilled Shaft (Typ) ± Section 'B'
PM
14'-11" 1 2 " x 4" Elastomeric Pad
1:16:46 Property Line
Property Line Future Approach Slab By Others (60 Durometer) (Typ)
CShaft L Install #6 x 2'-0" @ 18"
A
Exist R/W Provide Impalement Protection "
± C L Shaft To Remain 1 2 12" Typ Top of Shaft
13'-9" 2'-2
18'-4"
13'-9" Shaft Varies to Final Grade
C L
2'-0"
Shaft
C L
3" Embed (Typ)
New Cap Beam
Edge of Exist Bridge
Sawcut Exist Canal Lining 1'-3" 1'-3"
SHAFT TABLE
Exist Edge of
Pavement MC 85 Top of Shaft 2' -0" Dia. Drilled Shaft
55'-0" Location Tip Elevation
52'-4 Elevation
1/2" 1/2" Abut 1 872.00 897.78
52'-4 Abut 2 872.00 897.81
Tip Elevation
68°0'0"
Typ
MC 85
TYPICAL TYPICAL SECTION SECTION
Exist Edge of A
Pavement MC 85
Sta. 443+14.93 Sta. 443+69.92 NTS
BW
CDD
Notes:
CANAL
1\TT0548_SD_Struct+01-3.dgn 1. The placement of new canal lining, canal floor lining, drilled shafts,
MAIN Exist 12" dia. piles (Typ) and the new cap beam, including all removals, shall be completed
within the dry-up period.
2. Superstructure construction may occur outside of the dry-up period.
Phase
CDD
3
2
Exist R/W 1
NO. REVISION BY DATE
C L New Shafts & Existing Piles C L New Shafts & Existing Piles MARICOPA COUNTY
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW DEPARTMENT OF TRANSPORTATION
MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
PROJECT NO. TT0548
BWCDD CANAL STRUCTURES
FOUNDATION LAYOUT BY DATE
SCALE 1" = 10' P r o f e s s i o n a l E n g DESIGNED R. BRANTLEY 7/18
e r e d C E R T I F I C A T E N O i n e e
g i s t . r ( C DRAWN J.MORTON 7/18
MC85 Foundation Notes: R e ANDREW 46955 H. i v ) l i CHECKED A. HAINES 7/18
- D HAINES 1 / . 1 . 8 . .
1. Information pertaining to substructure conditions at the site can be obtained from the a t e S gi n e d . . 7 . / . 1 . . .
7Y16202 Geotechnical Report "MC-85 (MCDOT Project No. TT 0548) from Liberty School Road to Cotton Lane" A R I Z O N A , U . S . A
prepared by Terracon Consultants. Report under Contract No. CY2015-030, dated December 29, 2016. EXPIRES 9/30/2019
P:\W MC 85 BRIDGE OVER BWCDD MAIN CANAL SHEET
FOUNDATION LAYOUT ST1-3
TRACS NO.

F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
REGION NO. SHEETS
9 AZ TT0548 12 28
4 - #8 x 3'-0" Beam Dowel @ 4'-3 3 4 "
17'-9 1 8 " New Abutment Widening Existing Abutment 5 - #6 Equal Space
1'-6" 3 - #4 Each Face
5'-6" 2'-0" C L Brg Abut #1
New Cap Beam
Match C L Shaft C L Brg and Piles Sta 443+14.93
2'-0"
Skew ,Typ Exist Cap Beam
#4 Stirrups @ 6" O.C.
6" Fan At Skewed Edge "
1 2
2'-2
2'-6" Varies
7/13/2018 6 - #9 Equal Space to
2'-0"
68°
PM Exist Piles
New 2'-0" Dia. Drilled New 2'-0" Dia. Drilled
1:16:47 Concrete Shaft C L Shaft Concrete Shaft
MC 85 Construction C L
2'-6"
PLAN
NTS
SECTION A-A
NTS
5'-0"
C Extend #7 Into Cap (Typ) 2'-0" Dia. 10 - #7 Equal Space
- Concrete Shaft
C L Shaft C L Shaft
" Exist Cap Beam
CJ 1'-6" 2
1
2'-0" all A 2'-2
W -
2-#6 Top&Bottom
2'-0" Cap Drill and Bond
Clr
3"
4 - #4 Equal Space
9" Top & Bottom
3" (Typ) 2'-6"
1 2 " Dia. Cold Drawn Wire Spiral
B @ 6" Pitch . Terminate with 1 1 2
New Cap Beam -
Exist Piles #4 Stirrups @ 12" O.C. Full Turns Top and Bottom.
New 2'-0" Dia. Drilled Fan At Skewed Edge
New 2'-0" Dia. Drilled
Concrete Shaft Concrete Shaft 4 - #4 Equal Space SECTION B-B
Each Face NTS
1\TT0548_SD_Struct+01-4.dgn
2 - #5 x 2'-6" @ 12" O.C.
ELEVATION
NTS
Phase
CDD
3
2
1
NO. REVISION BY DATE
MARICOPA COUNTY
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW DEPARTMENT OF TRANSPORTATION
MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
PROJECT NO. TT0548
BWCDD CANAL STRUCTURES
BY DATE
P r o f e s s i o n a l E n g DESIGNED R. BRANTLEY 7/18
e r e d C E R T I F I C A T E N O i n e e
i s t . r ( DRAWN J. MORTON 7/18
MC85 R e g ANDREW 46955 H. C i v l i CHECKED A. HAINES 7/18
HAINES )
- D a 1 1 . / . 1 . 8 . .
t e S gi n e d . . 7 . / . . .
7Y16202 SECTION C-C A R I Z O N A , U . S . A
NTS EXPIRES 9/30/2019
SHEET
P:\W ABUTMENT DETAILS 1 ST1-4
TRACS NO.

F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
C L MC 85 Construction REGION NO. SHEETS
9 AZ TT0548 13 28
4 - #8 x 3'-0" Beam Dowel @ 4'-3 3 4 "
Existing Abutment 17'-9 1 8 " New Abutment Widening 5 - #6 Equal Space
1'-6" 3 - #4 Each Face
2'-0" 5'-6"
New Cap Beam
Brg and Piles C L ShaftL C Match
,Typ 2'-0"
Exist Cap Beam Skew
6" #4 Stirrups @ 6" O.C.
Fan At Skewed Edge "
68° 1 2
2'-2
2'-6" Varies
7/13/2018 6 - #9 Equal Space to
2'-0"
PM Exist Piles
C L Brg Abut #2 New 2'-0" Dia. Drilled New 2'-0" Dia. Drilled
1:16:48 Sta 443+69.92 Concrete Shaft ShaftL C Concrete Shaft
2'-6"
PLAN
NTS
5'-0"
SECTION A-A
Extend #7 Into Cap (Typ)
C NTS
-
ShaftL C ShaftL C
Exist Cap Beam "
2 1'-6" CJ
1
2'-2 A 2'-0" all
- W 2'-0" Dia. 10 - #7 Equal Space
Concrete Shaft
2-#6 Top&Bottom
Drill and Bond 2'-0" Cap
9"
3" (Typ)
B Clr
- New Cap Beam 3"
Exist Piles 4 - #4 Equal Space
New 2'-0" Dia. Drilled Top & Bottom
New 2'-0" Dia. Drilled 2'-6"
Concrete Shaft Concrete Shaft 1 2 " Dia. Cold Drawn Wire Spiral
@ 6" Pitch . Terminate with 1 1 2
#4 Stirrups @ 12" O.C. Full Turns Top and Bottom.
Fan At Skewed Edge
SECTION B-B
NTS
ELEVATION 4 - #4 Equal Space
1\TT0548_SD_Struct+01-5.dgn NTS Each Face
2 - #5 x 2'-6" @ 12" O.C.
Phase
CDD
3
2
1
NO. REVISION BY DATE
MARICOPA COUNTY
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW DEPARTMENT OF TRANSPORTATION
MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
PROJECT NO. TT0548
BWCDD CANAL STRUCTURES
BY DATE
P r o f e s s i o n a l E n g DESIGNED R. BRANTLEY 7/18
e r e d C E R T I F I C A T E N O i n e e
i s t . r ( DRAWN J. MORTON 7/18
MC85 R e g ANDREW 46955 H. C i v l i CHECKED A. HAINES 7/18
HAINES )
- D a 1 1 . / . 1 . 8 . .
t e S gi n e d . . 7 . / . . .
7Y16202 SECTION C-C A R I Z O N A , U . S . A
NTS EXPIRES 9/30/2019
SHEET
P:\W ABUTMENT DETAILS 2 ST1-5
TRACS NO.

F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
REGION NO. SHEETS
9 AZ TT0548 14 28
3" Dia. Hole (Typ) C L BRG
C L BRG 27'-6"
13'-9" (Typ)
"
1 2
3'-11
68°
7/13/2018
Shear Connection Angle (Typ)
PM
1:16:49
55'-0" 6"
C-L L C (Typ)
56'-0"
Out - Out
PLAN
NTS
1'-0" 7'-0" #4 @ 9" O.C. 7'-0" 1'-0"
4 - #5 #4 @ 6" #4 @ 6" 4 - #5
Equal Space Equal Space
2" 8 - #5 Continuous 2"
8'-0" 8'-0"
Debond Debond
56'-0"
ELEVATION
Notes:
NTS
1. Place Shear Stirrups Parallel To The Skew
2. Precast Concrete
f'c = 5,000 psi
1\TT0548_SD_Struct+01-6.dgn 3'-11 1 2 " f'ci = 3,300 psi
1 3. Prestressing Steel
3" x 3" x 4 " x 4" Long Shear 1
2 " Dia. Grade 270 Low-Lax Strand
Connection Angle (Typ)
4. Reinforcing Steel ASTM 615 Grade 60
Omit At Exterior Face 8 - #5 Top
5. Initial Prestress Force Prior To Any Losses is 744 Kips
Phase
CDD #4
4 Strands
3
21" 2
1
NO. REVISION BY DATE
2"
MARICOPA COUNTY
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW DEPARTMENT OF TRANSPORTATION
MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
20 Strands PROJECT NO. TT0548
2"
3" (Debond 14 Each Beam End) BWCDD CANAL STRUCTURES
3" BY DATE
On Exterior Beams P r o f e s s i o n a l E n g DESIGNED R. BRANTLEY 7/18
Grout 2 Exterior Voids Solid t e r e d C E R T I F I C A T E N O i n e e
g i s . r ( C DRAWN J. MORTON 7/18
MC85 R e ANDREW 46955 H. i v ) l i CHECKED A. HAINES 7/18
- D HAINES 1 / . 1 . 8 . .
GIRDER SECTION a t e S gi n e d . . 7 . / . 1 . . .
7Y16202 A R I Z O N A , U . S . A
NTS
EXPIRES 9/30/2019
SHEET
P:\W GIRDER DETAILS ST1-6
TRACS NO.

F.H.W.A. SHEET TOTAL
STATE PROJECT NO. RECORD DRAWING
REGION NO. SHEETS
9 AZ TT0548 15 28
MAG STD 145 Safety Rail (Modified)
1'-2"
22"
8"
7/13/2018
ADOT STD SD 1.01
PM 34" F-Shape Bridge
Concrete Barrier
1:16:49
Modify for Future 5"
61"
Concrete Overlay
34"
Future 5" Reinforced
39" Concerete Overlay
9" By Others
#5 @ 12" Each Face
1'-3"
Typ
1 "
4
3" x 3" x 1 4 " x 4" Long Angle With
3"
2 - 1 2 " Dia. x 4" Headed Studs
3 8 " x 5" x 2" PL
5" Welded To Each Angle
8"
5" Typ
9" Typ
Note: 3 "
4
Not All Reinforcing Shown For Clarity Dry Pack All Shear Keys With High
Strength Low Shrink Cementitious
Grout After Welding Shear Connection
EXTERIOR GIRDER DETAIL SHEAR KEY DETAIL
1\TT0548_SD_Struct+01-7.dgn NTS NTS
Phase
CDD
3
2
1
NO. REVISION BY DATE
MARICOPA COUNTY
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW DEPARTMENT OF TRANSPORTATION
MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
PROJECT NO. TT0548
BWCDD CANAL STRUCTURES
BY DATE
r o f e s s i o n a l E
e d P T I F I C A T E n g i n DESIGNED R. BRANTLEY 7/18
s t e r C E R N O . e e r DRAWN J. MORTON 7/18
g i ( C
MC85 R e ANDREW 46955 H. i v l i CHECKED A. HAINES 7/18
)
HAINES 8 .
- D 1 / . 1 . .
a t e S gi n e d . . 7 . / . 1 . .
A R I Z O N A , U . S . A .
7Y16202
EXPIRES 9/30/2019
SHEET
P:\W GIRDER DETAILS ST1-7
TRACS NO.

F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
REGION NO. SHEETS
9 AZ TT0548 16 28
Varies Match Existing
EARTHWORK NOTES
Varies Match Existing 6" Min Scarify
2 1 Common fill and backfill shall be placed and compacted to
- (Typ) 90% min uniform density per MAG STD Specifications 211.2 and 211.3.
Common Fill
1 Shotcrete Lining 1'-0"
- 2% See Earthwork Note 2 2 Compacted fill and backfill shall be placed and compacted to
4" Min 5/8" Dia x 20" Long
95% min uniform density per MAG STD Specifications 211.2 and 211.3.
2" Clr Smooth Dowels
6.00' 1:1 GFRP @ 12" OC
1:1 6.00'
3 Contractor shall shape, trim and compact canal prism as necessary
6" 1:1 1:1 6"
per MAG STD Specification 215.
Shotcrete Lining
Exist Canal Prism 4" 4 Depth may be adjusted by BWCDD inspector to avoid intrusion into
6" clay pan, or remove remaining silt layer to top of clay pan.
See Earthwork Note 3 1'-0"
1.5' Desired, See Earthwork Note 4
7/13/2018 Canal Refill & Lining Subgrade 1.00' (Typ) Initial Pour
Compacted Backfill Install Geogrid Layer Across CANAL FLOOR LINING NOTES
Full Excavation Width Base Seal 6" Greenstreak PVC Later Pour
See Earthwork Note 2 See MAG Special 6" Waterstop #639 or Approved Equal 1 Canal floor lining shall be 8" thick concrete Class "A" (3,000 PSI)
PM 6" Min Scarify (Typ) Provisions Section 206 per MAG STD Specification Sect 525 with reinforcing steel,
Aggregate Base Course 1'-0" ASTM A615, Grade 60 as shown. Match the existing floor beneath
1:16:50
See MAG Special the bridge, and extend floor lining beyond the widened bridge.
Provisions Section 310 6 CONSTRUCTION JOINT IN LINING
2 CANAL CURB & BERM DETAIL
-
TYPICAL BWCDD CANAL LINING SECTION - NTS CANAL LINING NOTES
A NTS TYP BOTH SIDES OF CANAL
- NTS LOOKING UPSTREAM 1 Canal lining shall be 4" thick Shotcrete Class "A" (3,000 PSI)
SEE CANAL LINING NOTES per MAG STD Specification Sect 525 with Fibrous Reinforcement.
Fibrous Reinforcement shall have the following characteristics:
a. Specific gravity 0.91
b. Tensile strength 55 ksi
Varies Match Existing c. Fiber length graded 1/4" to 3/4"
The application rate for the fiber is 1.5 pounds per cubic yard.
Varies Match Existing 6" Min Scarify
(Typ) 2 Contraction joints in canal lining shall be constructed transversely
1 Elastomeric Sealant with at 10 foot intervals. See Detail 4.
- Elastomeric Sealant with 3/4" Closed Cell Backer Rod
6 2% 3/4" Closed Cell Backer Rod 3/4" R (Typ)
- See Canal Lining Note 4 and 5 3 Elastomeric sealant shall be CCS 1500 or approved equivalent.
6.00' 1:1 3/4" R (Typ) New Lining Existing Lining
1:1 6.00' 4"
#5 @ 12" EW 2" Clr (Typ) 4 Backer rod shall be highway backer rod by Nomaco, Zebulon, North
Carolina or approved equivalent. Install backer rod in joint per
manufacturer's instructions.
Exist Canal Prism
10" 5 Use of expansion joints is required at any lining location abutting
See Earthwork Note 3
1.5' Desired, See Earthwork Note 4 4" 4" existing structures. See Detail 5.
Canal Refill & Lining Subgrade 4"
Compacted Backfill 8"
10" Aggregate Base Course
See Earthwork Note 2 New Lining
6" Min Scarify (Typ) 8" Concrete Class 'A' (3,000 PSI)
Base Seal 6" Greenstreak PVC
Waterstop #639 or Approved Equal TIE TO EXISTING LINING
7
-
NTS
TYPICAL BWCDD CANAL FLOOR LINING SECTION CONTRACTION JOINT IN LINING 2'-0"
4
B BENEATH BRIDGE WIDENING
-
- NTS (SEE CANAL LINING NOTE 2)
NTS LOOKING UPSTREAM
SEE CANAL LINING NOTES 9"
1\TT0548_SD_Struct+01-8.dgn 2 9 TURN DOWN DETAIL
- -
NTS
Symmetrical About C L
Elastomeric Sealant with
Elastomeric Sealant with Existing Structure 3/4" Closed Cell Backer Rod
3/4" Closed Cell Backer Rod 3/4" (Typ) 5/8" Dia x 20" Long
See Canal Lining Notes
Phase Smooth Dowels
See Canal Lining Note 4 and 5 3/4" R (Typ) GFRP @ 12" OC Handtool 3/4" Radius Edge
(Typ)
CDD 4" Initial Pour 2" (Typ) Later Pour 3/4" Sponge Rubber Filler Thickened Shotcrete Edge
Min
6 3
R=18" 2
- 4" 1
3/4" 4" NO. REVISION BY DATE
4"
Shotcrete Lining with 4" MARICOPA COUNTY
Fibrous Reinforcement 8"
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW DEPARTMENT OF TRANSPORTATION
See Canal Lining Note 1 Base Seal 6" Greenstreak PVC 3/8" Sponge
Waterstop #639 or Approved Equal Rubber Filler (2-EA)
MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
PROJECT NO. TT0548
8 THICKENED EDGE
BWCDD CANAL STRUCTURES
5 EXPANSION JOINT IN LINING - NTS BY DATE
1 SHOTCRETE CANAL LINING - P r o f e s s i o n a l E n R. BRANTLEY 7/18
NTS (SEE CANAL LINING NOTE 5) r e d E R T I F I C A T E N g i n e DESIGNED
- i s t e C O . e r DRAWN J. MORTON 7/18
NTS SEE CANAL LINING NOTES g 46955 ( C
MC85 R e ANDREW H. i v l i CHECKED A. HAINES 7/18
HAINES )
- D 1 / . 1 . 8 . .
a t e S gi n e d . . 7 . / . 1 . . .
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P:\W CANAL LINING SECTIONS AND DETAILS ST1-8
TRACS NO.

F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
REGION NO. SHEETS
End Existing Channel Lining 9 AZ TT0548 17 28
Notes:
Sta 366+63.93, MC 85, 65.08' Lt
1. Construction Specification - MAG Uniform Standard
End Box Extension (14'x5') Construction Specifications for public works, latest edition.
Extend Channel Lining (Note 7)
Sta 366+76.15, MC 85, 49.25' Lt
Sta 366+52.93, MC 85, 79.33' Lt 18'-0" Inv Elev = 884.70 2. Design Specification - AASHTO Standard Specification
Wall Layout Line for Highway Bridges, 17th edition.
Sta 366+87.02, MC 85, 48.00' Lt 3. Concrete - MAG Class A, f'c = 3,000 psi
Wall Layout Line
Wall Layout Line Sta 366+95.21 , MC 85, 54.87' Lt 4. Reinforced Steel - ASTM A615, Grade 60.
Sta 366+50.05, 20'-0" Begin Box Extension (14'x5') 5. Chamfer all exposed edges 3/4".
MC 85, 58.70' Lt Sta 366+87.16 , MC 85, 34.98' Lt
Inv Elev = 884.72 6. All construction work required to restore full conveyance
in the canal shall be completed within the dry-up window.
Exist R/W
7/13/2018
7. Lining extension includes the canal floor and canal walls.
8. Existing box culvert was constructed under Project No. 68818
PM
and "As-built" drawings dated 4-9-97 can be obtained from MCDOT.
1:16:53
14'-0"
(Typ) 30' Canal
Wall Layout Line 16'-6"
Sta 366+66.94, MC 85, 48.00' Lt Box Culvert
Wingwall (Typ)
Exist Edge of
Pavement MC 85
Sta 367+14
53° Existing 14'x5'x116' CBC Canal Wall (Typ)
Skew 37º
MC 85
1 14'-0" 1
C L Box Culvert 4'-6" 1 1
Begin Box Extension (14'x5')
S88°46'26"E
Sta 367+41.13, MC 85, 34.95' Rt Canal Floor
Inv Elev = 884.87
Exist Edge of
Pavement MC 85
Wall Layout Line
Sta 367+62.38, MC 85, 48.00' Rt Varies 14'-0" to 21'-0" (Match Existing)
Canal Lining
GAS GAS
ELEVATION
Wall Layout Line NTS
1\TT0548_SD_Struct+02-1.dgn Sta 367+77.61, MC 85, 57.64' Rt
Exist R/W
PLAN
Wall Layout Line
Phase SCALE 1" = 10'
Sta 367+41.11, MC 85, 48.00' Rt
CDD Wall Layout Line
20'-0"
Sta 367+41.11, MC 85, 58.00' Rt
End Box Extension (14'x5') 3
Sta 367+51.97, MC 85, 49.00' Rt 2
Inv Elev = 884.90 NO. 1 REVISION BY DATE
End Existing Channel Lining MARICOPA COUNTY
Soil Side of Wingwall 18'-0"
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW Sta 367+64.39, MC 85, 65.08' Rt Extend Channel Lining (Note 7) DEPARTMENT OF TRANSPORTATION
Sta 367+75.38, MC 85, 79.33' Rt
Soil Side of Wingwall MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
PROJECT NO. TT0548
C L Box Culvert BWCDD CANAL STRUCTURES
Wall Layout Line Wall Layout Line BY DATE
Canal Side of Wingwall d P r o f e s s i o n a l E n g DESIGNED R. BRANTLEY 7/18
t e r e C E R T I F I C A T E N O i n e e
g i s . r ( C DRAWN J. MORTON 7/18
MC85 R e ANDREW 46955 H. i v ) l i CHECKED A. HAINES 7/18
Notes: HAINES 8 .
- 1. Station And Offset Shown Are At The Wall Layout Line D a t e S gi n e d . . 7 . / . 1 . 1 . / . 1 . .
7Y16202 A R I Z O N A , U . S . A .
WINGWALL DETAIL EXPIRES 9/30/2019
P:\W NTS BWCDD SOUTH EXTENSION CANAL SHEET
STRUCTURE 990214 ST2-1
TRACS NO.

F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
REGION NO. SHEETS
30' Canal 9 AZ TT0548 18 28
Indicates Concrete Removal
16'-6"
Indicates Optional Concrete Removal
Box Culvert
Removal Notes:
1. Sawcut Canal Lining To 1/2" Depth Prior To Removal.
2. Cut All Exposed Reinforcing Flush With The Concrete
Surface And Apply A Zinc Rich Primer To The Exposed
Bar End.
3. Canal Lining Removal Limits Are Approximate. Canal
7/13/2018 Lining Shall Be Reconstructed To The Limits Shown
After The Box Extension Is Complete.
1'-0"
PM 7'-0" (Typ) Railing 4. Remove Concrete As Necessary To Obtain A Uniform
Surface For The Box Culvert Extension.
1:16:53
14'-0"
See Note 2
3'-0"
1'-0" Slab
2'-6"
Optional Concrete Removal
18'-0" See Note 4 6'-0"
Lining Removal (See Note 3) 5'-0" Opening 6"
Varies
Canal Lining
ELEVATION 2'-6"
NTS 1'-2" Ftg Canal Lining
See Note 3
9"
Existing Pavement (MC 85)
1
Existing 14' X 5' Box 17'-8 2 " West / 17'-9" East
Lining Removal DETAIL
NTS
Wingwall
1\TT0548_SD_Struct+02-2.dgn
Canal Lining
See Note 3
Phase Turn Down
CDD
3
2
1
NO. REVISION BY DATE
MARICOPA COUNTY
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW DEPARTMENT OF TRANSPORTATION
23'±
New Canal Lining MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
PROJECT NO. TT0548
BWCDD CANAL STRUCTURES
SECTION BY DATE
NTS P r o f e s s i o n a l E n g DESIGNED R. BRANTLEY 7/18
e r e d C E R T I F I C A T E N O i n e e
i s t . r ( DRAWN J. MORTON 7/18
MC85 R e g ANDREW 46955 H. C i v l i CHECKED A. HAINES 7/18
HAINES )
- D a 1 1 . / . 1 . 8 . .
t e S gi n e d . . 7 . / . . .
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EXPIRES 9/30/2019
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P:\W BOX CULVERT (990214) REMOVALS ST2-2
TRACS NO.

F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
REGION NO. SHEETS
16'-6" 9 AZ TT0548 19 28
12" 12"
10 - #4
Continuous Waterstop Equal Space Exist 12" Wall Behind (Typ)
12"
Notes:
1. Clear Cover to Reinforcing Bars is 2" Unless Noted
Otherwise.
CJ CJ
2. Bar Dimensions Shown are to the Outside of the Bars.
3. Stagger Adjacent Splices in Reinforcing Bars.
7/13/2018 4 - #4 Outside Face 10 - #4
Equal Space (Typ) #7 @ 6" Equal Space 4. Waterstop to be Greenstreak PVC Waterstop by Sika,
15" (Typ)
or Approved Equivalent. Install per Manufacturer's
6" Chamfer (Typ)
PM Recommended Procedures.
#6 Drill & Bond (Typ)
1:16:54
4 - #4 Inside Face
(Typ) Equal Space (Typ)
#5 @ 6" 7'-2"
1'-4" Inside Face (Typ)
#6 @ 6" (Typ)
#7 @ 6"
10 - #4
Optional CJ Equal Space Optional CJ
10 - #4
#5 @ 12" Clr 14" Equal Space
3"
TYPICAL SECTION
NTS
9"
Exist RCB (Typ) New RCB
1\TT0548_SD_Struct+02-3.dgn Clr 1'-9"
4" (Typ)
1'-0" Slab LAP Splice Lengths
#4 Bars - 1'-0"
#5 Bars - 1'-2"
Phase Waterstop #6 - 1'-4"
Continuous Around #7 - 1'-6"
CDD Entire Perimeter (Typ) #8 - 1'-9"
See Note 4
5'-0" Opening
3
2
1
Drill and Epoxy Bond #6 x 2'-6" @ 18" O.C. NO. REVISION BY DATE
(Typ. Entire Perimeter of Exist Box)
MARICOPA COUNTY
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW DEPARTMENT OF TRANSPORTATION
MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
PROJECT NO. TT0548
1'-2" Ftg BWCDD CANAL STRUCTURES
BY DATE
P r o f e s s i o n a l E n g DESIGNED R. BRANTLEY 7/18
Dowels in Angled Wing Wall Shall r e d E R T I F I C A T E N i n e
Be Drilled Aligned with Box Wall, i s t e C O . e r ( DRAWN J. MORTON 7/18
MC85 Not Perpendicular to Wing Wall. R e g ANDREW 46955 H. C i v l i CHECKED A. HAINES 7/18
HAINES )
- D a 1 1 . / . 1 . 8 . .
DETAIL 1 t e S gi n e d . . 7 . / . . .
7Y16202 A R I Z O N A , U . S . A
NTS
EXPIRES 9/30/2019
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P:\W BOX CULVERT (990214) DETAILS ST2-3
TRACS NO.

F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
REGION NO. SHEETS
9 AZ TT0548 20 28
10'-8" - NW Wall 16'-6" 20'-0" - SW Wall
18'-0" - NE Wall Box Culvert 10'-0" - SE Wall
6"
all 1'-0"
3'-0" W Wall
7/13/2018 Head
PM #5@9"
#4@12"
1:16:55
1'-0" Slab
all all all
7'-0" 7'-0" 7'-0"
W W W
5'-0" Opening
5-#4
Top&Bottom
#4 Bar 1'-3"
Typ
3-#4
2'-6" 2'-6" 2'-6"
1'-0" Ftg 1'-0" Ftg 1'-0" Ftg
9"
#4 @12"
Top &Bottom 3'-6"
Footing
Elevation Typical Section
WINGWALL DETAILS
#5@12" 4-#5 Each Face NTS
Equal Space
16'-6"
Head Wall
Field Bend 2'-0" 2'-0"
(Typ)
145°
150°39'36"
2'-0" Typ
3'-0" Railing 18'-0"
NE
1\TT0548_SD_Struct+02-4.dgn all
20'-0" Wall
SW 10'-8" Wall 10'-0" W
Wall SE 90°0'0" 147°39'36"
NW
Phase
ingwall
7'-0" Culvert
CDD 6'-0" WEST WINGWALL DETAILS EAST WINGWALL DETAILS
W NTS NTS
Box
3
2
1
NO. REVISION BY DATE
MARICOPA COUNTY
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW DEPARTMENT OF TRANSPORTATION
MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
PROJECT NO. TT0548
BWCDD CANAL STRUCTURES
BY DATE
P r o f e s s i o n a l E n g DESIGNED R. BRANTLEY 7/18
Wingwall 14'-0" Wingwall t e r e d C E R T I F I C A T E N O i n e e
g i s . r ( C DRAWN J. MORTON 7/18
MC85 Opening R e ANDREW 46955 H. i v l i CHECKED A. HAINES 7/18
HAINES )
- D a 1 1 . / . 1 . 8 . .
t e S gi n e d . . 7 . / . . .
7Y16202 A R I Z O N A , U . S . A
RAILING ELEVATION EXPIRES 9/30/2019
NTS SHEET
P:\W BOX CULVERT (990214) DETAILS ST2-4
TRACS NO.

F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
REGION NO. SHEETS
9 AZ TT0548 21 28
Varies Match Existing
Varies Match Existing 6" Min Scarify
2 Elastomeric Sealant with
- (Typ) 3/4" Closed Cell Backer Rod
EARTHWORK NOTES
1 Shotcrete Lining
- 4" Min 2% New Lining Existing Lining 1 Common fill and backfill shall be placed and compacted to
4"
90% min uniform density per MAG STD Specifications 211.2 and 211.3.
6.00' 1:1
1:1 6.00'
2 Compacted fill and backfill shall be placed and compacted to
95% min uniform density per MAG STD Specifications 211.2 and 211.3.
Elastomeric Sealant with
Exist Canal Prism 3/4" Closed Cell Backer Rod 3/4" R (Typ) 4" 3 Contractor shall shape, trim and compact canal prism as necessary
See Earthwork Note 3 6" See Canal Lining Note 4 and 5 3/4" R (Typ) 4" per MAG STD Specification 215.
1.5' Desired, See Earthwork Note 4 8"
7/13/2018 Canal Refill & Lining Subgrade 1.00' (Typ) 2" Clr (Typ) 4 Depth may be adjusted by BWCDD inspector to avoid intrusion into
Install Geogrid Layer Across
Compacted Backfill Full Excavation Width clay pan, or remove remaining silt layer to top of clay pan.
See Earthwork Note 2
See MAG Special
PM 6" Min Scarify (Typ) Provisions Section 206 TIE TO EXISTING LINING
7
1:16:56 Aggregate Base Course 4" - CANAL LINING NOTES
See MAG Special NTS
Provisions Section 310 1 Canal lining shall be 4" thick Shotcrete Class "A" (3,000 PSI)
per MAG STD Specification Sect 525 with Fibrous Reinforcement.
A TYPICAL BWCDD CANAL LINING SECTION Elastomeric Sealant with
Fibrous Reinforcement shall have the following characteristics:
- Existing Structure 3/4" Closed Cell Backer Rod
NTS LOOKING UPSTREAM Base Seal 6" Greenstreak PVC See Canal Lining Notes a. Specific gravity 0.91
SEE CANAL LINING NOTES Waterstop #639 or Approved Equal Handtool 3/4" Radius Edge b. Tensile strength 55 ksi
c. Fiber length graded 1/4" to 3/4"
3/4" Sponge Rubber Filler The application rate for the fiber is 1.5 pounds per cubic yard.
Thickened Shotcrete Edge
4 CONTRACTION JOINT IN LINING
2 Contraction joints in canal lining shall be constructed transversely
-
NTS (SEE CANAL LINING NOTE 2) at 10 foot intervals. See Detail 4.
2 3 Elastomeric sealant shall be CCS 1500 or approved equivalent.
- 3/4" 4"
4"
4 Backer rod shall be highway backer rod by Nomaco, Zebulon, North
Symmetrical About C L 8"
Carolina or approved equivalent. Install backer rod in joint per
manufacturer's instructions.
Elastomeric Sealant with
3/4" Closed Cell Backer Rod 3/4" (Typ) 5/8" Dia x 20" Long
Smooth Dowels 5 Use of expansion joints is required at any lining location abutting
(Typ) See Canal Lining Note 4 and 5 3/4" R (Typ) GFRP @ 12" OC 8 THICKENED EDGE existing structures. See Detail 5.
4"
Initial Pour 2" (Typ) Later Pour - NTS
Min
6
R=18"
-
4"
Shotcrete Lining with 4" New Lining
Fibrous Reinforcement
See Canal Lining Note 1
Base Seal 6" Greenstreak PVC 3/8" Sponge
Waterstop #639 or Approved Equal Rubber Filler (2-EA)
2'-0"
1 SHOTCRETE CANAL LINING 5 EXPANSION JOINT IN LINING
- -
NTS SEE CANAL LINING NOTES NTS (SEE CANAL LINING NOTE 5)
9"
1\TT0548_SD_Struct+02-5.dgn
9 TURN DOWN DETAIL
-
NTS
5/8" Dia x 20" Long
Common Fill 2" Clr Smooth Dowels
Phase See Earthwork Note 2 1'-0" GFRP @ 12" OC
CDD
6" 1:1 1:1 6" 4"
Shotcrete Lining 3
2
Initial Pour 1
NO. REVISION BY DATE
1'-0"
Base Seal 6" Greenstreak PVC Later Pour
Waterstop #639 or Approved Equal MARICOPA COUNTY
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW DEPARTMENT OF TRANSPORTATION
6"
MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
6 CONSTRUCTION JOINT IN LINING PROJECT NO. TT0548
1'-0"
- BWCDD CANAL STRUCTURES
NTS
BY DATE
2 CANAL CURB & BERM DETAIL P r o f e s s i o n a l E n R. BRANTLEY 7/18
r e d E R T I F I C A T E N g i n e DESIGNED
- i s t e C O . e r DRAWN J. MORTON 7/18
NTS TYP BOTH SIDES OF CANAL e g 46955 ( C
MC85 R ANDREW H. i v l i CHECKED A. HAINES 7/18
HAINES )
- D 1 / . 1 . 8 . .
a t e S gi n e d . . 7 . / . 1 . . .
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EXPIRES 9/30/2019
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P:\W CANAL LINING SECTIONS AND DETAILS ST2-5
TRACS NO.

F.H.W.A. SHEET TOTAL
STATE PROJECT NO. RECORD DRAWING
REGION NO. SHEETS
9 AZ TT0548 22 28
7/13/2018 3'-0" 3'-0" 3'-0"
Payment Limits
PM 3'-0"
1:16:56
SECTION SECTION AT WING
STRUCTURAL EXCAVATION - PAYMENT LIMITS
Note:
Payment limits shown include structural
excavation for headwalls, cutoffwalls,
wingwalls, end sections, etc.
3'-0"
3'-0"
(Typ)
2:1 2:1
Front Front
Face Face
1 1
Max. 2
1 1 1 : 1
1 2
2 1 :
: : 1 Max.
1 1 2 Roadway
1 Embankment (Typ.) Max.
Max.
6" 6" 6" 6"
SECTION VIEW OF WING VIEW OF WING
1\TT0548_SD_Struct+02-6.dgn
STRUCTURE BACKFILL - PLACEMENT
Note:
Placement of structure backfill
Phase behind headwalls and wingwalls
shall be the same as around
CDD structures.
3
2
1
NO. REVISION BY DATE
MARICOPA COUNTY
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW DEPARTMENT OF TRANSPORTATION
MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
PROJECT NO. TT0548
BWCDD CANAL STRUCTURES
BY DATE
Legend P r o f e s s i o n a l E n
r e d R T I F I C A T E g i n e DESIGNED R. BRANTLEY 7/18
i s t e C E N O . e r DRAWN J. MORTON 7/18
e g 46955 ( C i
MC85 Indicates Structural Excavation Pay Limits R ANDREW H. v l i CHECKED A. HAINES 7/18
HAINES )
- Indicates Structure Backfill Pay Limits D a 1 1 . / . 1 . 8 . .
t e S gi n e d . . 7 . / . . .
7Y16202 Indicates Roadway Embankment A R I Z O N A , U . S . A
EXPIRES 9/30/2019
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P:\W BOX CULVERT (990214) DETAILS ST2-6
TRACS NO.

F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
REGION NO. SHEETS
Notes: Notes: 9 AZ TT0548 23 28
1. Construction Specification - MAG Uniform Standard
Exist R/W Wall Layout Line Construction Specifications for Public Works, latest edition.
End Box Extension (14'x6')
Sta 351+31.34 , MC 85, 53.89' Lt
Sta 351+17.47 MC 85, 52.19' Lt 2. Design Specification - AASHTO Standard Specification for
Inv Elev = 882.94 Highway Bridges, 17th edition.
3. Concrete - MAG Class A, f'c = 3,000 psi
Wall Layout Line 4. Reinforced Steel - ASTM A615, Grade 60.
Sta 351+05.29, MC 85, 58.77' Lt
5. Chamfer all exposed edges 3/4".
6. All construction work required to restore full conveyance in
the canal shall be completed within the dry-up window.
7/13/2018
New R/W 7. 4" Channel lining shall be replaced in kind up to and beyond
RD the wingwall if disturbed.
PM Wall Layout Line 8. Existing box culvert was constructed under Project No. 68818
1:16:58 Sta 351+08.96, MC 85, 53.69' Lt and the "As-Built" drawings dated 4-9-97 can be obtained
from MCDOT.
PERRYVILLE 25' Canal
Begin Box Extension (14'x6') Wall Layout Line
Sta 351+15.33 , MC 85, 42.40' Lt Sta 351+25.72, MC 85, 50.41' Lt New Edge of Pavement 16'-6"
Inv Elev = 882.93
Box Culvert
S
Wingwall
Sta 351+06
Existing 14'x6'x81' CBC
Skew 12º
MC 85
1 1
1 1
4'-6"
Begin Box Extension (14'x6') N12°28'28.974"W New Edge of Pavement
Sta 350+98.77, MC 85, 38.66' Rt
Inv Elev = 882.80 C L Box Culvert
Test Hole #8 Test Hole #10 Varies
Canal Lining
ELEVATION
1\TT0548_SD_Struct+03-1.dgn NTS
14'-0"
Wall Layout Line (Typ)
Sta 350+86.36, MC 85, 61.59' Rt SW Gas Line
Wall Layout Line
Phase Reference Test Hole Data Report
Sta 351+01.92, Package C,Test Hole #8 and Test Hole #10
MC 85, 64.65' Rt
CDD
Exist R/W
3
Soil Side of Wingwall 2
1
Exist R/W NO. REVISION BY DATE
Wall Layout Line
MARICOPA COUNTY
Sta 350+81.00 MC 85, 65.53' Rt
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW Wall Layout Line Wall Layout Line DEPARTMENT OF TRANSPORTATION
Sta 351+05.56 MC 85, 69.70' Rt
C L Box Culvert MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
End Box Extension (14'x6') PROJECT NO. TT0548
Sta 350+93.95, MC 85, 63.61' Rt BWCDD CANAL STRUCTURES
Canal Side of Wingwall
Inv Elev = 882.76 PLAN r o f e s s i o n a l E BY DATE
r e d P R T I F I C A T E N n g i n e DESIGNED R. BRANTLEY 7/18
SCALE 1" = 10' Notes: i s t e C E O . e r ( DRAWN J. MORTON 7/18
MC85 R e g ANDREW 46955 H. C i v l i CHECKED A. HAINES 7/18
1. Station And Offset Shown Are At The Wall Layout Line HAINES )
- D a 1 1 . / . 1 . 8 . .
t e S gi n e d . . 7 . / . . .
7Y16202 A R I Z O N A , U . S . A
WINGWALL DETAIL EXPIRES 9/30/2019
P:\W NTS BWCDD SOUTH EXTENSION CANAL SHEET
STRUCTURE 990215 ST3-1
TRACS NO.

F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
REGION NO. SHEETS
9 AZ TT0548 24 28
25' Canal Indicates Concrete Removal
Indicates Optional Concrete Removal
16'-6" 1'-0" Removal Notes:
Box Culvert Railing
Varies 1. Sawcut Canal Lining To 1/2" Depth Prior To Removal.
2. Cut All Exposed Reinforcing Flush With The Concrete
Surface And Apply A Zinc Rich Primer To The Exposed
See Note 2 North South Bar End.
3'-0" 7'-6" 3. Canal Lining Removal Limits Are Approximate. Canal
1'-0" Slab Lining Shall Be Reconstructed To The Limits Shown
After The Box Extension Is Complete.
7/13/2018 4. Remove Concrete In This Area As Needed To Ensure
A Uniform Surface For Forming And Constructing
The Box Extension.
PM
1:16:59
7'-0"
1 1 6'-0" Opening
14'-0"
1 1
4'-6" 6"
2'-6"
1'-2" Ftg Canal Lining
9"
20'-0"
Canal Lining Removal (See Note 3)
Optional Concrete Removal
See Note 4 DETAIL
ELEVATION NTS
NTS
12'-0" North / 27'-6" South Wingwall
Canal Lining Removal Existing Pavement (MC 85)
Existing 14' X 6' Box
Varies
1'-0" to 5'-6"
1\TT0548_SD_Struct+03-2.dgn
Phase
CDD
3
2
1
NO. REVISION BY DATE
MARICOPA COUNTY
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW DEPARTMENT OF TRANSPORTATION
MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
PROJECT NO. TT0548
BWCDD CANAL STRUCTURES
BY DATE
Canal Lining P r o f e s s i o n a l E n g DESIGNED R. BRANTLEY 7/18
Approximate SW Gas Line Location e r e d E R T I F I C A T E N i n e e
See Note 3 i s t C O . r ( DRAWN J. MORTON 7/18
MC85 Reference Test Hole Data Report R e g ANDREW 46955 H. C i v i CHECKED A. HAINES 7/18
Package C,Test Hole #8 and Test Hole #10 HAINES 8 . ) l
- D a t e S 7 . / . 1 . 1 . / . 1 . .
A R gi n e d . . . A .
7Y16202 I Z O N A , U . S
SECTION EXPIRES 9/30/2019
NTS SHEET
P:\W BOX CULVERT (990215) REMOVALS ST3-2
TRACS NO.
ELEVATION

F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
REGION NO. SHEETS
16'-6" 9 AZ TT0548 25 28
12" 12"
10 - #4
Continuous Waterstop Equal Space Exist 12" Wall Behind (Typ)
12"
Notes:
1. Clear Cover to Reinforcing Bars is 2" Unless Noted
Otherwise.
CJ CJ
2. Bar Dimensions Shown are to the Outside of the Bars.
3. Stagger Adjacent Splices in Reinforcing Bars.
7/13/2018 10 - #4
4 - #4 Outside Face #7 @ 6" Equal Space
15" (Typ) 4. Waterstop to be Greenstreak PVC Waterstop by Sika,
Equal Space (Typ)
6" Chamfer (Typ) or Approved Equivalent. Install per Manufacturer's
PM Recommended Procedures.
1:17:00
#6 Drill & Bond (Typ)
4 - #4 Inside Face
(Typ) Equal Space (Typ) 8'-2"
1'-4" #5 @ 6"
Inside Face (Typ)
#6 @ 6" (Typ)
10 - #4
#7 @ 6" Equal Space
Optional CJ Optional CJ
10 - #4
#5 @ 12" Clr 14" Equal Space
3"
TYPICAL SECTION
NTS
9"
Exist RCB (Typ) New RCB
Clr 1'-9"
4" (Typ)
1'-0" Slab
1\TT0548_SD_Struct+03-3.dgn
LAP Splice Lengths
Waterstop #4 Bars - 1'-0"
Continuous Around #5 Bars - 1'-2"
Phase Entire Perimeter (Typ) #6 - 1'-4"
#7 - 1'-6"
See Note 4
CDD #8 - 1'-9"
6'-0" Opening
3
2
Drill and Epoxy Bond #6 x 2'-6" @ 18" O.C. 1
(Typ. Entire Perimeter of Exist Box) NO. REVISION BY DATE
MARICOPA COUNTY
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW DEPARTMENT OF TRANSPORTATION
MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
PROJECT NO. TT0548
1'-2" Ftg BWCDD CANAL STRUCTURES
BY DATE
Dowels in Angled Wing Wall Shall P r o f e s s i o n a l E n g DESIGNED R. BRANTLEY 7/18
e r e d C E R T I F I C A T E N O i n e e
Be Drilled Aligned with Box Wall, i s t . r ( DRAWN J. MORTON 7/18
MC85 Not Perpendicular to Wing Wall. R e g ANDREW 46955 H. C i v l i CHECKED A. HAINES 7/18
HAINES )
- D a 1 1 . / . 1 . 8 . .
DETAIL 1 t e S gi n e d . . 7 . / . . .
7Y16202 A R I Z O N A , U . S . A
NTS
EXPIRES 9/30/2019
SHEET
P:\W BOX CULVERT (990215) DETAILS ST3-3
TRACS NO.

F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
REGION NO. SHEETS
9 AZ TT0548 26 28
6'-6" - NE Wall 16'-6" 6'-2" - NW Wall
6'-10" - SW Wall Box Culvert 6'-5" - SE Wall
6"
all 1'-0"
3'-0" W Wall
7/13/2018 Head
North Walls #6 @ 9"
South Walls #8 @ 9"
PM
#4@12"
1:17:01 alls alls alls alls #4@12" alls alls
W W 1'-0" Slab W W (Typ) W W
North South North South North South
8'-0" 12'-6" 6'-0" Opening 8'-0" 12'-6" 8'-0" 12'-6"
5-#4
Top&Bottom
#4 Bar 1'-3"
Typ
3-#4
2'-6" 2'-6" 2'-6"
1'-0" Ftg 1'-0" Ftg 1'-0" Ftg
9"
South Walls #7 @ 9"
North Walls #4 @12" 4'-0" North Walls
Top &Bottom
6'-6" South Walls
Elevation
Typical Section
WINGWALL DETAILS
SCALE 1" = 40'
#5@12" North 4-#5, South 9-#5 all all
Each Face Equal Space
W W
16'-6"
Head Wall North South
Field Bend 2'-0" 2'-0"
(Typ) 3'-0" 7'-6"
2'-0" Typ 135°56'48" 135°26'19" 6'-6" all
NW 6'-2" W
W NE
1\TT0548_SD_Struct+03-4.dgn all
6'-10" all SE 6'-5"
W 134°23'29" 138°57'9" W
SW all
Phase ingwall
Culvert
CDD NORTH WINGWALL DETAILS SOUTH WINGWALL DETAILS
W
NTS NTS
Box
3
2
1
NO. REVISION BY DATE
MARICOPA COUNTY
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW DEPARTMENT OF TRANSPORTATION
MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
PROJECT NO. TT0548
BWCDD CANAL STRUCTURES
BY DATE
P r o f e s s i o n a l E n g DESIGNED R. BRANTLEY 7/18
Wingwall 14'-0" Wingwall t e r e d C E R T I F I C A T E N O i n e e
g i s . r ( C DRAWN J. MORTON 7/18
MC85 Opening R e ANDREW 46955 H. i v l i CHECKED A. HAINES 7/18
HAINES )
- D a 1 1 . / . 1 . 8 . .
t e S gi n e d . . 7 . / . . .
7Y16202 A R I Z O N A , U . S . A
RAILING ELEVATION EXPIRES 9/30/2019
NTS SHEET
P:\W BOX CULVERT (990215) DETAILS ST3-4
TRACS NO.

F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
REGION NO. SHEETS
9 AZ TT0548 27 28
Varies Match Existing
Varies Match Existing 6" Min Scarify
2 Elastomeric Sealant with
- (Typ) 3/4" Closed Cell Backer Rod
EARTHWORK NOTES
1 Shotcrete Lining
- 4" Min 2% New Lining Existing Lining 1 Common fill and backfill shall be placed and compacted to
4"
90% min uniform density per MAG STD Specifications 211.2 and 211.3.
6.00' 1:1
1:1 6.00'
2 Compacted fill and backfill shall be placed and compacted to
95% min uniform density per MAG STD Specifications 211.2 and 211.3.
Elastomeric Sealant with
Exist Canal Prism 3/4" Closed Cell Backer Rod 3/4" R (Typ) 4" 3 Contractor shall shape, trim and compact canal prism as necessary
See Earthwork Note 3 6" See Canal Lining Note 4 and 5 3/4" R (Typ) 4" per MAG STD Specification 215.
1.5' Desired, See Earthwork Note 4 8"
7/13/2018 Canal Refill & Lining Subgrade 1.00' (Typ) 2" Clr (Typ) 4 Depth may be adjusted by BWCDD inspector to avoid intrusion into
Install Geogrid Layer Across
Compacted Backfill Full Excavation Width clay pan, or remove remaining silt layer to top of clay pan.
See Earthwork Note 2
See MAG Special
PM 6" Min Scarify (Typ) Provisions Section 206 TIE TO EXISTING LINING
7
1:17:01 Aggregate Base Course 4" - CANAL LINING NOTES
See MAG Special NTS
Provisions Section 310 1 Canal lining shall be 4" thick Shotcrete Class "A" (3,000 PSI)
per MAG STD Specification Sect 525 with Fibrous Reinforcement.
A TYPICAL BWCDD CANAL LINING SECTION Elastomeric Sealant with
Fibrous Reinforcement shall have the following characteristics:
- Existing Structure 3/4" Closed Cell Backer Rod
NTS LOOKING UPSTREAM Base Seal 6" Greenstreak PVC See Canal Lining Notes a. Specific gravity 0.91
SEE CANAL LINING NOTES Waterstop #639 or Approved Equal Handtool 3/4" Radius Edge b. Tensile strength 55 ksi
c. Fiber length graded 1/4" to 3/4"
3/4" Sponge Rubber Filler The application rate for the fiber is 1.5 pounds per cubic yard.
Thickened Shotcrete Edge
4 CONTRACTION JOINT IN LINING
2 Contraction joints in canal lining shall be constructed transversely
-
NTS (SEE CANAL LINING NOTE 2) at 10 foot intervals. See Detail 4.
2 3 Elastomeric sealant shall be CCS 1500 or approved equivalent.
- 3/4" 4"
4"
4 Backer rod shall be highway backer rod by Nomaco, Zebulon, North
Symmetrical About C L 8"
Carolina or approved equivalent. Install backer rod in joint per
manufacturer's instructions.
Elastomeric Sealant with
3/4" Closed Cell Backer Rod 3/4" (Typ) 5/8" Dia x 20" Long
Smooth Dowels 5 Use of expansion joints is required at any lining location abutting
(Typ) See Canal Lining Note 4 and 5 3/4" R (Typ) GFRP @ 12" OC 8 THICKENED EDGE existing structures. See Detail 5.
4"
Initial Pour 2" (Typ) Later Pour - NTS
Min
6
R=18"
-
4"
Shotcrete Lining with 4" New Lining
Fibrous Reinforcement
See Canal Lining Note 1
Base Seal 6" Greenstreak PVC 3/8" Sponge
Waterstop #639 or Approved Equal Rubber Filler (2-EA)
2'-0"
1 SHOTCRETE CANAL LINING 5 EXPANSION JOINT IN LINING
- -
NTS SEE CANAL LINING NOTES NTS (SEE CANAL LINING NOTE 5)
9"
1\TT0548_SD_Struct+03-5.dgn
9 TURN DOWN DETAIL
-
NTS
5/8" Dia x 20" Long
Common Fill 2" Clr Smooth Dowels
Phase See Earthwork Note 2 1'-0" GFRP @ 12" OC
CDD
6" 1:1 1:1 6" 4"
Shotcrete Lining 3
2
Initial Pour 1
NO. REVISION BY DATE
1'-0"
Base Seal 6" Greenstreak PVC Later Pour
Waterstop #639 or Approved Equal MARICOPA COUNTY
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW DEPARTMENT OF TRANSPORTATION
6"
MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
6 CONSTRUCTION JOINT IN LINING PROJECT NO. TT0548
1'-0"
- BWCDD CANAL STRUCTURES
NTS
BY DATE
2 CANAL CURB & BERM DETAIL P r o f e s s i o n a l E n R. BRANTLEY 7/18
r e d E R T I F I C A T E N g i n e DESIGNED
- i s t e C O . e r DRAWN J. MORTON 7/18
NTS TYP BOTH SIDES OF CANAL e g 46955 ( C
MC85 R ANDREW H. i v l i CHECKED A. HAINES 7/18
HAINES )
- D 1 / . 1 . 8 . .
a t e S gi n e d . . 7 . / . 1 . . .
7Y16202 A R I Z O N A , U . S . A
EXPIRES 9/30/2019
SHEET
P:\W CANAL LINING SECTIONS AND DETAILS ST3-5
TRACS NO.

F.H.W.A. SHEET TOTAL
STATE PROJECT NO. RECORD DRAWING
REGION NO. SHEETS
9 AZ TT0548 28 28
7/13/2018 3'-0" 3'-0" 3'-0"
Payment Limits
PM 3'-0"
1:17:02
SECTION SECTION AT WING
STRUCTURAL EXCAVATION - PAYMENT LIMITS
Note:
Payment limits shown include structural
excavation for headwalls, cutoffwalls,
wingwalls, end sections, etc.
3'-0"
3'-0"
(Typ)
2:1 2:1
Front Front
Face Face
1 1
Max. 2
1 1 1 : 1
1 2
2 1 :
: : 1 Max.
1 1 2 Roadway
1 Embankment (Typ.) Max.
Max.
6" 6" 6" 6"
SECTION VIEW OF WING VIEW OF WING
1\TT0548_SD_Struct+03-6.dgn
STRUCTURE BACKFILL - PLACEMENT
Note:
Placement of structure backfill
Phase behind headwalls and wingwalls
shall be the same as around
CDD structures.
3
2
1
NO. REVISION BY DATE
MARICOPA COUNTY
(TT0548)\700PROJTEC\710CIVIL\702ADGN\BW DEPARTMENT OF TRANSPORTATION
MC 85 - LIBERTY SCHOOL ROAD TO COTTON LANE
PROJECT NO. TT0548
BWCDD CANAL STRUCTURES
BY DATE
Legend P r o f e s s i o n a l E n
r e d R T I F I C A T E g i n e DESIGNED R. BRANTLEY 7/18
i s t e C E N O . e r DRAWN J. MORTON 7/18
e g 46955 ( C i
MC85 Indicates Structural Excavation Pay Limits R ANDREW H. v l i CHECKED A. HAINES 7/18
HAINES )
- Indicates Structure Backfill Pay Limits D a 1 1 . / . 1 . 8 . .
t e S gi n e d . . 7 . / . . .
7Y16202 Indicates Roadway Embankment A R I Z O N A , U . S . A
EXPIRES 9/30/2019
SHEET
P:\W BOX CULVERT (990215) DETAILS ST3-6
TRACS NO.