EXHIBIT A_MG2603_OLIVEAVESW_PLANSET_SEALED.PDF

F.H.W.A. SHEET TOTAL
STATE PROJECT NO. RECORD DRAWING
REGION NO. SHEETS
v24.00.00.205 9 AZ MG2603 1 4
R I C O
A P
M A
PLANS FOR THE CONSTRUCTION OF
Designer
C O T Y OLIVE AVE SIDEWALK - 69TH LN TO 69TH AVE
U N
OpenRoads
PROJECT NO. MG2603
4/22/2026
PM
AVE
12:16:18
69TH
OLIVE AVE
KEY MAP
Not to Scale
SIDEWALK PLAN SHEETS
B B M W
B
B
LN
69TH
4
Wickenburg
Aguila
60 New River
v
INTERSTATE 17 Cave
Creek
74 Carefree flower Sun-
60 PROJECT NO. MG2603
89 87
303
93
Rio Verde
Sun City West
Surprise Sun 101 101
El Mirage City 51 Fountain
Youngtown Peoria SCOTTSDALE Hills
INTERSTATE 303 Luke Paradise Valley
10 A.F.B. GLENDALE
101
PHOENIX
Tonopah Litchfield Park INTERSTATE
10 PEORIA AVE
Avondale Tolleson 202 MESA
Goodyear 89 AVE AVE MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION
Buckeye 60
202S TEMPE 87
Gilbert
Guadalupe W.G. 71ST 69TH AVE RECOMMENDED FOR CONSTRUCTION:
Airport AVE
INTERSTATE 10 CHANDLER AVE LOCATIONS FOR AS-BUILT INDEXING
Sun Lakes Queen
Creek
67TH 59TH
85 75TH 25 30 Township Range Section Quarter
LEON ADAIR DATE
OLIVE AVE 3N 1E 36 NE PROJECT MANAGER
Y:\MG2603-OLIVE_AVE_SIDEWALK_69TH_LN_TO_69TH_AVE\Dgn\Roadway\MG2603_SS_OliveAveSW_FaceSht.dgn
ISSUED FOR CONSTRUCTION:
Gila Bend MARICOPA COUNTY
INTERSTATE Not to Scale
Sentinel 8
36 US 31
60 R02E JESSE GUTIERREZ , P.E. DATE
R01E
COUNTY ENGINEER/
85 DIRECTOR OF TRANSPORTATION
T03N NORTHERN AVE
T02N
COUNTY BOARD OF SUPERVISORS
THOMAS GALVIN - CHAIRMAN
VICINITY MAP r o f e s s i o n a l E
r e d P R T I F I C A T E n g i n e DISTRICT 1 MARK STEWART
Not to Scale t e C E N O . e r
i g s ( C DISTRICT 2 THOMAS GALVIN
e R 35891 i v
AMY E. ) l i DISTRICT 3 KATE BROPHY MCGEE
JONES .
D a t e / 2 . . 2 / . . 2 . . 6 DISTRICT 4 DEBBIE LESKO
S gi n e d . 4 . . .
A R I Z O N A , U . S . A DISTRICT 5 STEVE GALLARDO
TRACS TRACS NO. NO. __________

F.H.W.A. SHEET TOTAL
ABBREVIATIONS* STATE PROJECT NO. RECORD DRAWING
GENERAL NOTES REGION NO. SHEETS
v24.00.02.25
9 AZ MG2603 2 4
AASHTO.... American Association CP............ Concrete Pipe L............... Length of Curve R............... Radius W.............. Water 1. All work shall conform with the 2025 Edition of the Uniform Standard
of State Highway and CR............ Crown LC............. Long Chord R............... Range w/.............. with
Specifications and Details for Public Works Construction published by the
Transportation Officials CSP.......... Corrugated Steel Pipe LO............. Low RCP.......... Reinforced Concrete Pipe w/o............ without
Designer AB............. Aggregate Base CSPA....... Corrugated Steel Pipe Arch LS............. Lump Sum Rdwy......... Roadway WM........... Water Meter Maricopa Association of Governments (MAG) as modified by the MCDOT
Abut...........Abutment CTB.......... Concrete Treated Base Lt.............. Left Rebar........ Reinforcing Bar WV............ Water Valve Supplement to the MAG Standard Specifications and Details dated
AC............. Asphaltic Concrete Reinf......... Reinforced(ing) WWF......... Welded Wire Fabric
AC............. Aluminum Cap DA............ Drainage Area MAG......... Maricopa Association Reloc........ Relocate January, 2025 and the project Special Provisions. DESIGN DATA
ACBC........ Asphaltic Concrete Base Course DBC......... Direct Buried Cable of Governments Ret............ Retain(ing)
OpenRoads ACFC........ Asphalt Concrete Friction Course DE............ Drainage Easement Matl........... Material RGRCP..... Rubber Gasket Reinforced 2. Standard Details refer to the Maricopa County Supplement to the MAG OLIVE AVE
ACI............ American Concrete Institute Def........... Deflection MC............ Maricopa County Concrete Pipe
ACP.......... Asbestos Cement Pipe Det........... Detail MCDOT.... Maricopa County Department RR............ Railroad Standard Specifications and Details unless noted otherwise. CLASSIFICATION...............URBAN PRINCIPAL ARTERIAL
ACSC........ Asphalt Concrete Dia........... Diameter of Transportation Rt.............. Right TERRAIN.............................LEVEL
Surface Course DIP........... Ductile Iron Pipe MGS......... Midwest Guardrail System R/W........... Right of Way 3. DESIGN SPEED.................50 MPH
ADOT........ Arizona Department Drn........... Drain(age) MH............ Manhole All existing utility lines shown on the plans are from available utility records.
of Transportation D/W.......... Driveway Min............ Minimum S............... Slope The Contractor shall verify the actual location before starting construction.
Ahd........... Ahead Dwg.......... Drawing Mkd........... Marked SCCP........Steel Cylinder Cement Pipe The Contractor shall contact "Arizona811" at 811 or (602) 263-1100
AISC......... American Institute of Mod........... Modify Sch........... Schedule
Steel Construction E............... Electric(ity) Mon........... Monument SCS.......... Soil Conservation Service two working days prior to beginning any excavation.
4/22/2026 Al............. Aluminum e............... External SD............. Sight Distance
APS.......... Arizona Public Service Company EA............ Each NC............ Normal Crown SD............. Storm Drain 4.
Utilities interfering with construction shall be reset or relocated by the utility
Asph......... Asphalt ECR.......... End Curb Return NPDES..... National Pollutant Discharge SE............. Slope Easement INDEX
ASTM....... American Society for EFS.......... End Full Super Elimination System Sec........... Section company concerned unless noted otherwise.
Testing Materials El.............. Elevation NTS.......... Not to Scale SG............ Subgrade
AWS......... American Welding Society Emb.......... Embankment Shldr......... Shoulder 1......... FACE SHEET
EP............. Edge of Pavement OC............ On Center Shr............ Shrinkage 5. Disposal of all waste material, broken concrete, etc. will be the
PM B/C........... Back of Curb Esmt......... Easement OD............ Outside Diameter Sht............ Sheet responsibility of the Contractor, subject to the approval of the Engineer. 2......... GENERAL NOTES SHEET
BC............ Brass Cap Exc........... Excavation OFF.......... Offset Sk............. Skew
BCR.......... Begin Curb Return Exist......... Existing Specs....... Specifications 3......... TYPICAL SECTIONS SHEET
12:16:56 BCT.......... Breakaway Cable Terminal Exp Jt....... Expansion Joint P............... Pavement (Surface Elevation) SRP.......... Salt River Project 6. All stations and call out distances left and right refer to the construction
Bdy........... Boundary PE.............. Polyethylene SS............. Sanitary Sewer centerline unless noted otherwise.
Bev........... Bevel(ed) F/C............ Face of Curb Ped........... Pedestal SSD.......... Stopping Sight Distance 4......... SIDEWALK PLAN SHEET
BFS.......... Begin Full Super FCDMC..... Flood Control District PC............ Point of Curvature Sta............ Station
Bit............. Bituminous of Maricopa County PCC.......... Point of Compound Curvature Std............ Standard 7. All trees, bushes and obstacles inside the existing right-of-way which
Bk............. Back Fd............. Found PCC.......... Portland Cement Concrete Stl.............Steel interfere with construction, shall be removed by the Contractor unless
Bkfl........... Backfill FF............. Finished Floor (Elevation) PCCP........ Portland Cement Concrete Struc......... Structural
BLM.......... Bureau of Land Management FH............. Fire Hydrant Pavement Subdiv....... Subdivision noted otherwise. Any fences damaged during construction shall be
BM............ Bench Mark FO............. Fiber Optic PH.............Pothole Super........ Superelevation restored by the Contractor at no additional cost to the County.
Br.............. Bridge Fwy........... Freeway PI.............. Point of Intersection Sw............. Swell
Pkwy.........Parkway S/W........... Sidewalk
C&G.......... Curb and Gutter G.............. Gas PMTR....... Polymer Modified Terminal SWG......... Southwest Gas Corporation 8. All paved turnouts shall have the same asphalt and base requirements as
Cab........... Cabinet G.............. Gutter (Flow Line Elevation) Blend Rubberized the adjacent roadway unless noted otherwise.
CAP.......... Corrugated Aluminum Pipe ga............. Gauge PL............. Plastic T............... Tangent Length
CAPA........ Corrugated Aluminum Pipe Arch GB............ Grade Break POB.......... Point of Beginning T............... Telephone
CB............. Catch Basin GLO.......... General Land Office POC.......... Point on Curve T............... Township 9. The Contractor shall obtain all the necessary permits from local
CBC.......... Concrete Box Culvert GM............ Gas Meter POE.......... Point of End TC............ Top of Curb governments for work within their jurisdiction.
CG............ Cattle Guard Gnd........... Ground POT.......... Point on Tangent TCE.......... Temporary Construction Easement
CIP............Cast Iron Pipe GP............ Guy Pole PP............. Power Pole Trans........ Transition
CITY.......... Municipality/City/Town Utility Gr............. Grade PRC.......... Point of Reverse Curvature TS............. Traffic Signal Pole 10. Construction activities shall not interfere with mail delivery. The Contractor
CIPP......... Cast-in-Place Pipe GR............ Guardrail Prel........... Preliminary TSC.......... Traffic Signal Conduit
CL.............Centerline GV............ Gas Valve Proj........... Project Typ............ Typical shall temporarily relocate mailboxes as necessary to provide uninterrupted
Clr............. Clear(ance) Prop.......... Proposed mail service. This is a non-pay item.
CLD.......... Concrete Lined Ditch HDPE........ High Density Polyethylene PT............. Point UUA..........Unincorporated Urbanized Areas
CLK.......... CenturyLink Hdwl.......... Headwall PT............. Point of Tangency
CMP.......... Corrugated Metal Pipe HERGRCP. Horizontal Elliptical Rubber Gasket PVC.......... Point of Vertical Curvature VC............. Vertical Curve
CMPA....... Corrugated Metal Pipe Arch Reinforced Concrete Pipe PVC.......... Poly Vinyl Chloride VCP.......... Vitrified Clay Pipe
CO............ Clean Out HH............. Handhole PVI............ Point of Vertical Intersection VG............ Valley Gutter
Conc......... Concrete HI.............. High Pvmt.......... Pavement VLVR........Very Low Volume Road
Conn......... Connection HW........... High Water PVRC........ Point of Vertical VPD..........Vehicles Per Day
Const........ Construction Reverse Curvature
Cont.......... Continuous ID.............. Inside Diameter PVT.......... Point of Vertical Tangency
Cop...........Copper ift............... International Feet * Standard dictionary abbreviations
Cor............ Corner Inv............. Invert Q............... Quantity of Drainage Runoff not shown.
Corr.......... Correction (VPI to VC) Irr.............. Irrigation Qtr............. Quarter
SYMBOLS
Exist Edge of Pvmt Exist Ground Surface (Section) Manhole MH Flow Arrow Symbol
Exist R/W Line
SUMMARY OF ESTIMATED QUANTITIES
New R/W Line Existing Pvmt (Section) US Mail Box MB Street Name Sign
Property Line
Railroad Tracks New Bit Pvmt (Section) Water Valve W Sign (1 Post) ITEM SHEET NUMBER
ITEM DESCRIPTION UNIT TOTAL
New Edge of Pavement NUMBER
4 5
New Unpaved Roadway/Driveway New AB (Section) Water Meter W M Sign (2 Posts)
Catch Point Top of Embankment Cut 340.01210 Concrete Sidewalk, MAG Det 230 SF 1,399 1,399
Catch Point Toe of Filled Slope New Riprap (Plan & Section) Wood Utility Pole WOOD PP Traffic Control Cabinet
340.01212 Concrete Sidewalk, MAG Det 230 Modified (6 in Thick) SF 426 426
Trans Cut to Fill
Exist Barb Wire Fence New Conc (Section) Steel Utility Pole PP Traffic Pull Box 345.01200 Adjust Valve Box & Cover, MAG Det 391-1-A EA 1 1
STEEL
Exist Chain Link & Gate 351.30200 Relocate Boulder EA 2 2
Exist Block Wall & Gate Uniform Milling Pole Steel Traffic Signal Pole
Exist Wood Fence and Foundation
Exist Guardrail Tapered Milling Concrete Utility Pole Tree or Hedge Line
Exist Water Line** 6"W (TYPE)
Exist Sanitary Sewer Line** 8"SS (TYPE) Roadway Obliteration Guy Wire Palm Tree
Exist Buried Electric Line
Exist Electric Duct Bank Street Light on Deciduous Tree
Exist Gas Line (Matl)** Mast Arm 3
Y:\MG2603-OLIVE_AVE_SIDEWALK_69TH_LN_TO_69TH_AVE\Dgn\Roadway\MG2603_SS_OliveAveSW_GenNotes.dgn Exist Irrigation Line (Matl)** Utility Pedestal Mesquite Tree MQ 2
1
Exist Storm Drain Line (Matl)** NO. REVISION BY DATE
Exist Buried Cable TV Line Angle Point Irr Stand Pipe SP Pine Tree R I C O
M A P A
Exist Buried Telephone Line
Exist Fiber Optic Line Bench Mark Fire Hydrant Saguaro Cactus C O U N T Y
New Pipe ** PROJECT DISTURBED AREA
PV OLIVE AVE SIDEWALK
Easement Center Line C L Slope Direction Palo Verde Tree
TOTAL DISTURBED AREA: 1,757 ft² = 0.04 Acres 69TH LN TO 69TH AVE
Forest or Reservation Boundary
PROJECT NO. MG2603
Flow Line Flow Line F L Survey Monument Yucca Cactus YUCCA DISTURBED AREA WITHIN (UUA): 1,757 ft² = 0.04 Acres
Jurisdictional Boundary 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 g i n e DESIGNED A. JONES 11/24/25
New Guardrail Monument Line M L Survey Monument Cholla Cactus CHO i s t e C E N O . e r A. JONES 11/24/25
g ( C DRAWN
New Chain Link Fence in Handhole e R AMY 35891 E. i l i v CHECKED D. FRITZ 11/25/25
)
New Barb Wire Fence Property Line P L Boring Location Prickly Pear Cactus Contact Arizona 811 Two Working D JONES / . 2 . . 6 .
Overhead Power Days Before You Dig a t e S gi n e d . 4 . / . 2 . . 2 . .
A R I Z O N A , U . S . A
Overhead Telephone Pothole Location Barrel Cactus
BLUE STAKE, INC.
** Scale to Actual Width for Pipes > 12" Call 811 or Click Arizona811.com SHEET
GENERAL NOTES
2 OF 4
TRACS NO. __________ STRUCT NO. __________

F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
REGION NO. SHEETS
v24.00.02.25 9 AZ MG2603 3 4
Designer 5' MIN. VARIES
1' MIN. LINE
OpenRoads 1/4" R
TARGET SLOPE 1.5% 1/4" R R/W
EXISTING (FROM TOP CURB)
CURB
4/22/2026
GRADE
1" BREAK
4"
PM
FINISHED
COMPACTED SUBGRADE
12:17:00 PARKWAY
GRADE
4' MIN. 5' MIN. VARIES
1' MIN. LINE
1/4" R
FINISHED
1/4" R R/W
PARKWAY TARGET SLOPE 1.5%
GRADE (FROM TOP CURB)
1"
1" 4"
GRADE
COMPACTED SUBGRADE BREAK
FINISHED
PARKWAY
GRADE
EXISTING VERTICAL OR
ROLL TYPE CURB
NOTES:
1. SIDEWALK CONSTRUCTION SHALL CONFORM TO SECTION 340.
1/2" SEE NOTE 3
2. EXPANSION JOINTS SHALL BE 1/2" BITUMINOUS TYPE PREFORMED
EXPANSION JOINT FILLER, PER SECTION 729.
3. LARGE AGGREGATE, IN CONTRACTION JOINT SHALL BE SEPARATED TO A
1/4" R 1/4" R 1/4" R
DEPTH OF 1", FINISH DEPTH SHALL BE A MINIMUM OF 3/4". 1/4"
MAX. MAX.
4. EXPANSION JOINTS SHALL CONFORM TO SECTION 340, BE INSTALLED
PRIOR TO CONCRETE PLACEMENT, AND AT A MAXIMUM SPACING OF 50'.
1"
5. CONCRETE SHALL BE CLASS 'B' PER SECTION 725.
6. WHEN SIDEWALK AND ADJACENT CURB ARE CONSTRUCTED MONOLITHICALLY, EXPANSION JOINT CONTRACTION JOINT
3
Y:\MG2603-OLIVE_AVE_SIDEWALK_69TH_LN_TO_69TH_AVE\Dgn\Roadway\MG2603_SS_OliveAveSW_Typicals.dgn ALL EXPANSION AND CONTRACTION JOINTS SHALL EXTEND ACROSS THE CURB. 2
1
7 SLOPE TOLERANCE 0.5% TO 2.0%. SIDEWALK NOT IN TOLERANCE SHALL BE NO. REVISION BY DATE
M A R I C O P A
REMOVED AND REPLACED BY THE CONTRACTOR.
C O U N T Y
OLIVE AVE SIDEWALK
DETAIL NO. REVISED DETAIL NO. 69TH LN TO 69TH AVE
STANDARD DETAIL PROJECT NO. MG2603
230 ENGLISH SIDEWALKS 01-01-2023 230 P r o f e s s i o n a l E n g BY DATE
t e r e d C E R T I F I C A T E N O i n e e DESIGNED A. JONES 11/24/25
i g s . r ( C DRAWN A. JONES 11/24/25
e R AMY 35891 E. i ) l i v CHECKED D. FRITZ 11/25/25
Contact Days Arizona 811 Before Two Working You Dig D a t e S gi JONES . 4 . / . 2 . . 2 / . . 2 . . 6 .
A R I Z O n N e d A , U . S . A .
BLUE STAKE, INC.
Call 811 or Click Arizona811.com SHEET
TYPICAL SECTIONS 3 OF 4
TRACS NO. __________

F.H.W.A. STATE PROJECT NO. SHEET TOTAL RECORD DRAWING
REGION NO. SHEETS
v24.00.02.25 9 AZ MG2603 4 4
REMOVAL / RELOCATE
1 Relocate Boulder to South
Designer (Provide 2' Min Clearance to Sidewalk) 2 EA
OpenRoads
AVE
69TH
4/22/2026
CITY OF PEORIA
PM
12:17:05
Protect in Place
Water Meter
Section Line Maintain 2' Min Clear Area
OLIVE AVE Around SRP Pole
Exist Exist Exist
Exist Pvmt Pvmt Exist
Exist Exist
Concrete Exist Concrete Concrete
Concrete 1 & & 52.4' 34.5' Match Match Match
Match 37.9' 1 Concrete
42.9' Match Match Concrete 55' Match
4' 3 48.5' 2 1 Conc Conc 1 10' Match
2 55' 25' 65'
CONSTRUCTION
5' 5' 10'
5' 9.5' 1 Construct Sidewalk per MAG Det 230
5' 10' B B M W 5' (See Typical Sections on Sheet 3) 1,399 SF
B 5'
B 2 Construct Modified Sidewalk per MAG
10'
2 Det 230, 6" Thick, MAG Class A Conc
5' 9.5' 115' 1
5' 10' 25' 26' Exist R/W (See Typical Sections on Sheet 3) 426 SF
4' 27' 4' Exist Utility Esmt 1 3 Adjust Valve Box & Cover per
MAG Det 391-1-A 1 EA
Michael D &
Michael D &
Linda R NOTE: No jack hammers
Linda R Kenney SRP AI & PD Golden Ridge HOA
Kenney or heavy equipment to be
Living Trust 143-20-012B 143-20-633
LN Living Trust used over the SRP pipe.
143-20-003N
143-20-003N
69TH
CITY OF GLENDALE
3
2
Y:\MG2603-OLIVE_AVE_SIDEWALK_69TH_LN_TO_69TH_AVE\Dgn\Roadway\MG2603_SC_OliveAveSW_Plans.dgn
1
NO. REVISION BY DATE
A R I C O P
M A
C O U N T Y
OLIVE AVE SIDEWALK
69TH LN TO 69TH AVE
PROJECT NO. MG2603
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 g i n e DESIGNED A. JONES 11/24/25
i s t e C E N O . e r ( DRAWN A. JONES 11/24/25
SCALE:Hor: 1"=20' e g 35891 C i v
R AMY E. ) l i CHECKED D. FRITZ 11/25/25
D a JONES 2 / . . 2 . . 6 .
20 0 20 40 t e S gi n e d . 4 . / . 2 . . .
A R I Z O N A , U . S . A 4/22/25
SCALE IN FEET
SHEET
SIDEWALK PLAN 4 OF 4
TRACS NO. __________