Section_E_-_Issued_for_Constructioin_Plan_Set_-_Marana.pdf

PDF 13 MB Posted Nov 18, 2025

Attached to: Master Agreement AZ|CTR079528
Contract number: CTR079528
Issued by: Arizona

About this file

Written by GovTribe AI · Nov 19, 2025

This document is a comprehensive set of construction plans and technical specifications for the Arizona Veterans' Memorial Cemetery Expansion & Improvements project located in Marana, Arizona. The project is being managed by the Arizona Department of Administration, with engineering and design services provided by Rick Engineering Company and landscape architecture by Kimley-Horn Associates. The design is a 100% Construction Document (CD) set dated May 27, 2025, with the project number AZ-24-14.

The project involves expanding the existing Veterans' Memorial Cemetery, specifically adding 2,100 in-ground cremation gravesites with associated infrastructure and improvements. Key elements include a new construction access and staging area, installation of a flower water station, renovation of existing assembly and committal shelter areas (including relocating and adding service branch seals), and various site improvements such as grading, drainage, paving, and erosion control. The expansion will cover approximately 30.584 acres, with minimal earthwork required (522.7 cubic yards of cut and 543.8 cubic yards of fill). The project also includes detailed provisions for storm water pollution prevention, dust control, and other environmental management measures during construction.

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O_A_Executed.pdf	PDF	Nov 18, 2025
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EXHIBIT_A_Construction_Contractor_Agreement_Marana_Paradigm.pdf	PDF	Nov 18, 2025
Exhibit_N___O_-_P_P_Bonds.pdf	PDF	Nov 18, 2025
IFB_Forms_ATT_B_Bid_Schedule-Marana.xlsx	XLSX spreadsheet	Nov 18, 2025
Required_Proposal_Docs.pdf	PDF	Nov 18, 2025
Section_F_-_Technical_Specifications_-_Marana.pdf	PDF	Nov 18, 2025
Att_H_-_Marana_Paradigm.pdf	PDF	Nov 18, 2025

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1925 1925

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19301930193019301930

1920 1920

1925 1925

1920 19201920

1920 1920

X X

X X X X X X X X X X X X X X X

X X

XXXXXXXXXXXXXXXX

WFWF

19251925

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

O R

A, A Z

C O

S H

C100

CEMETERY EXPANSION & IMPROVEMENTS - 100% CD SET - MAY 27, 2025

AZ-24-14

ARIZONA VETERANS' MEMORIAL CEMETERY AT MARANA

PROJECT INFO:

REGIONAL VICINITY MAP

NORTH

LOCAL VICINITY MAP

NORTH

KEY MAP

NORTH

SHEET INDEX

Sheet Number Drawing name Sheet Title

UTILITY PROVIDER LIST:

CONSULTANT LIST:

LANDSCAPE ARCHITECT

ENGINEER

PROJECT NARRATIVE:

PROJECT MANAGER

ARIZONA DEPARTMENT OF ADMINISTRATION

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

202012 Approved PCS

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

O R

A, A Z

N O

C101

ENGINEER'S DESIGN NOTES

1. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH

ARCHITECTURAL BUILDING PLANS AND SPECIFICATIONS.

2. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A

SMOOTH FIT AND CONTINUOUS GRADE.

3. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS TO NEARBY STORM

DRAIN CATCH BASIN/ RETENTION BASIN FOR ALL NATURAL AND PAVED AREAS.

4. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF

EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL BLUESTAKE AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES.

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE UTILITIES WHICH CONFLICT

WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.

5. ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED.

6. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS.

7. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS.

8. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE

CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS

NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.

9. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL

AZPDES PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.

10. CONTRACTOR IS RESPONSIBLE FOR VERIFYING HORIZONTAL AND VERTICAL LOCATION OF ALL

UTILITIES AND NOTIFYING THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING

CONSTRUCTION.

11. TOPOGRAPHIC INFORMATION WAS TAKEN FROM DESIGN PLANS DATED 08/04/2023 BY RICK

ENGINEERING COMPANY. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN

ON THE PLANS, WITHOUT EXCEPTION, THE CONTRACTOR SHALL HAVE MADE, AT THEIR OWN

EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE

OWNER FOR REVIEW.

12. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED

TO SAME.

13. THE CONTRACTOR IS HEREBY ADVISED THAT NO PERSON SHALL USE ANY MECHANICAL EQUIPMENT FOR LAND LEVELING OR CLEARING, ROAD CONSTRUCTION, TRENCHING, EXCAVATING, DEMOLITION

OR ENGAGE IN ANY EARTHMOVING ACTIVITY WITHOUT FIRST OBTAINING A PERMIT FROM AIR

POLLUTION CONTROL, MARICOPA COUNTY DEPARTMENT OF ENVIRONMENTAL SERVICES, 501 N.

44TH STREET, SUITE 200, PHOENIX, ARIZONA 85008, PHONE: (602) 372-1071. (THIS NOTICE IS ISSUED

PURSUANT TO A.R.S. 36-779.07, NOTICE OF BUILDING AGENCIES).

14. REFER TO LANDSCAPE PLANS FOR LANDSCAPE DETAILS AND EROSION CONTROL ON

EMBANKMENTS.

15. THE CONTRACTOR SHALL SALVAGE, STRIP, REMOVE, OR PROTECT IN PLACE (AS APPLICABLE) ALL EXISTING TREES, FILLS, STRUCTURES, UNDERGROUND UTILITIES OR OBSTRUCTIONS, VEGETATION, ORGANIC TOPSOIL, DEBRIS, AND ANY OTHER DELETERIOUS MATERIALS FROM THE PROPOSED

BUILDING AND PAVEMENT AREAS. ALL EXPOSED SURFACES SHOULD BE FREE OF MOUNDS AND

DEPRESSIONS THAT COULD PREVENT UNIFORM COMPACTION.

16. ALL PROPOSED ELEVATIONS ARE TO FINISHED SURFACE.

17. PROPOSED ELEVATIONS AND CONTOURS REPRESENT PAVEMENT SURFACE ELEVATION, UNLESS

OTHERWISE NOTED.

18. ADD 0.5 FEET TO PROPOSED ELEVATIONS FOR TOP OF CURB ELEVATION, UNLESS OTHERWISE

NOTED.

19. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY ELEVATION DISCREPANCIES

DISCOVERED DURING CONSTRUCTION. ANY DEMOLITION AND REWORK ASSOCIATED WITH

ELEVATION DISCREPANCIES NOT REPORTED TO THE ENGINEER, SHALL BE THE CONTRACTORS

RESPONSIBILITY TO REPAIR.

20. CONTRACTOR SHALL PERPARE GEOTECHNICAL REPORT PER ON-SITE SUBGRADE PREPARATION

AND PAD PERPARATION.

ENGINEER'S GRADING AND DRAINAGE NOTES

1. COMPACTION SHALL COMPLY WITH MAG SECTION 601 AND PROJECT SPECIFICATIONS

(GEOTECHNICAL RECOMMENDATIONS).

2. CONSTRUCTION SHALL CONFORM TO THE LATEST APPLICABLE MARICOPA ASSOCIATION OF

GOVERNMENTS (MAG) UNIFORM STANDARD SPECIFICATIONS AND DETAILS AND THE LATEST CITY

SUPPLEMENTALS TO THE MAG UNIFORM STANDARD SPECIFICATIONS AND DETAILS.

3. ALL CONCRETE TO HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH OF 3000 PSI, UNLESS

OTHERWISE NOTED.

4. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND

O.S.H.A. STANDARDS.

5. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND

DIMENSIONS OF EXIT PORCHES, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY

ENTRANCE LOCATIONS.

6. REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTING ELECTRICAL DESIGN, LAYOUT AND

LOCATION.

7. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.

8. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING ALL AS-BUILTS AS REQUIRED BY THE OWNER

AND ANY GOVERNMENT JURISDICTION NECESSARY TO OBTAIN ANY FILL PERMITS, APPROVALS,

CERTIFICATES OF OCCUPANCY, ETC.

9. ANY AND ALL NIGHT WORK SHALL CONFORM TO APPLICABLE CITY REGULATIONS.

ENGINEER'S PAVING NOTES

1. PRIOR TO BIDDING THE WORK, THE CONTRACTOR SHALL THOROUGHLY SATISFY

HIMSELF AS TO ACTUAL SITE CONDITIONS, AND EARTHWORK QUANTITIES. NO

CLAIM SHALL BE MADE AGAINST THE DESIGN ENGINEER FOR ANY EXCESS OR

DEFICIENCY THEREIN, ACTUAL OR RELATIVE.

2. THE ENGINEER MAKES NO REPRESENTATION OR GUARANTEE REGARDING

EARTHWORK QUANTITIES OR THAT THE EARTHWORK FOR THIS PROJECT WILL

BALANCE DUE TO THE VARYING FIELD CONDITIONS, CHANGING SOIL TYPES,

ALLOWABLE CONSTRUCTION TOLERANCES AND CONSTRUCTION METHODS

THAT ARE BEYOND THE CONTROL OF THE ENGINEER. ON-SITE GRADING SHALL

BE BALANCED AT ROUGH GRADE INCLUDING APPROPRIATE ALLOWANCE FOR

RETAINING WALLS, FOUNDATION DIRT, TRENCH SPOILS AND FINISH GRADING

MATERIAL.

3. THE DESIGN ENGINEER SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION

MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR SAFETY

PRECAUTIONS OR PROGRAMS. THE DESIGN ENGINEER SHALL NOT BE

RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN

ACCORDANCE WITH THE CONTRACT DOCUMENTS.

4. ALL CONDUITS (BOX CULVERT, REINFORCED CONCRETE PIPE, DIP, PVC, HDPE,

AND/OR CORRUGATED METAL PIPE, ETC.) SHOWN ON THESE PLANS ARE

DESIGNED FOR STANDARD HIGHWAY LOADINGS. THE STANDARD

SATISFACTORY MINIMUM COVER REQUIREMENTS AS ESTABLISHED BY THE

CONDUIT MANUFACTURER MAY NOT ALWAYS BE ADEQUATE DURING

CONSTRUCTION. WHEN CONSTRUCTION EQUIPMENT, FREQUENTLY HEAVIER

THAN TRAFFIC LOADS FOR WHICH THE CONDUIT HAS BEEN DESIGNED, IS TO BE

DRIVEN OVER OR CLOSE TO THE BURIED CONDUIT, IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADEQUATE ADDITIONAL

COVER REQUIRED TO AVOID DAMAGE TO THE CONDUIT. THE ADEQUACY OF THE

COVER REQUIREMENTS FOR CONDUITS SHALL BE ANALYZED AND CHECKED BY

THE CONTRACTOR TO ADDRESS LOADING CONDITIONS IMPOSED BY

CONSTRUCTION ACTIVITY, ANY CONDUIT DAMAGED BY CONSTRUCTION

ACTIVITY SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

5. UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON-SITE

DIRECTIONAL SIGNAGE SHALL BE LOCATED OUT OF THE PEDESTRIAN AND

AUTOMOBILE ROUTES, AND SHALL BE LOCATED BETWEEN THREE TO FIVE FEET

BEHIND THE NEAREST BACK OF CURB. SIGN HEIGHT, LOCATION, AND

STRUCTURE SHALL BE SUCH THAT THE SIGNS POSE NO THREAT TO PUBLIC

SAFETY.

6. UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON-SITE

DIRECTIONAL SIGNAGE SHALL BE ORIENTED SO THEY ARE READILY VISIBLE TO

THE ONCOMING TRAFFIC FOR WHICH THEY ARE INTENDED. FIELD

ADJUSTMENTS OF LOCATION AND ORIENTATION OF THE SIGNS ARE TO BE MADE

TO ACCOMPLISH THIS.

7. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO VERIFY THE PRESENCE AND

LOCATION OF ANY AND ALL EXISTING OVERHEAD AND/OR UNDERGROUND

UTILITIES THAT MAY INTERFERE WITH THE CONSTRUCTION, WHETHER OR NOT

SAID UTILITIES ARE SHOWN ON THE CONSTRUCTION PLANS FOR THIS PROJECT.

CONTRACTOR SHALL ADEQUATELY PROTECT AND MAINTAIN SUCH UTILITIES.

8. THE CONTRACTOR SHALL EXPOSE ALL REQUIRED UTILITY CONNECTION POINTS

A MINIMUM OF 10 FEET TO VERIFY APPROPRIATE HORIZONTAL LOCATIONS AND

ELEVATIONS PRIOR TO THE START OF CONSTRUCTION STAKING. ANY

VARIATION OF CONNECTION LOCATIONS FOUND IN THE FIELD SHALL BE

REPORTED TO THE DESIGN ENGINEER AND OWNER PRIOR TO THE START OF

CONSTRUCTION STAKING.

9. ALL EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE

INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME THE DRAWINGS WERE

PREPARED AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR

THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND

UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE

ACCURATE. THE LOCATIONS SHOWN ARE FOR BIDDING PURPOSES ONLY.

FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE

CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE HE COMMENCES

ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE

FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTORS

FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND

UTILITIES.THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY

DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN

THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY

BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE,

SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT

AFFECTED SHALL BE CONTACTED BY THE CONTRACTOR AND THEIR

PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK.

10. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING RELOCATIONS AND

INSTALLATIONS OF FRANCHISE UTILITIES NECESSARY FOR ON AND OFF SITE

CONSTRUCTION.

11. NOTHING CONTAINED IN THE CONTRACT DOCUMENTS SHALL CREATE, NOR

SHALL BE CONSTRUED TO CREATE, ANY CONTRACTUAL RELATIONSHIP

BETWEEN THE DESIGN ENGINEER AND THE CONTRACTOR OR ANY

SUBCONTRACTOR.

12. THE CONTRACTOR SHALL MAKE NO CLAIM AGAINST THE OWNER/DEVELOPER

OR THE ENGINEER REGARDING ALLEGED INACCURACY OF CONSTRUCTION

STAKES SET BY THE ENGINEER UNLESS ALL SURVEY STAKES SET BY THE

ENGINEER ARE MAINTAINED INTACT AND CAN BE VERIFIED AS TO THEIR ORIGIN.

IF, IN THE OPINION OF THE ENGINEER, THE STAKES ARE NOT REQUIRED TO

CORRECT ANY ITEM OR IMPROPER CONSTRUCTION WORK IN THIS

DEVELOPMENT SHALL BE PERFORMED AT THE SOLE EXPENSE OF THE

RESPONSIBLE CONTRACTOR OR SUBCONTRACTOR.

13. THE ENGINEER AND APPLICABLE AGENCY MUST APPROVE, PRIOR TO

CONSTRUCTION, ANY ALTERATION OR VARIANCE FROM THESE PLANS, ANY

VARIATIONS FROM THESE PLANS SHALL BE PROPOSED ON CONSTRUCTION

FIELD PRINTS AND TRANSMITTED TO THE ENGINEER.

14. ANY INSPECTION BY THE CITY, COUNTY, OR THE ENGINEER SHALL NOT, IN ANY

WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE

WORK IN STRICT COMPLIANCE ALL NATIONAL AND LOCAL APPLICABLE CODES

AND AGENCY REQUIREMENTS.

15. CONTRACTOR SHALL LOCATE ALL EXISTING PROPERTY MONUMENTS PRIOR TO

CONSTRUCTION. ANY MONUMENTS DISTURBED DURING THE CONSTRUCTION OF

THIS PROJECT SHALL BE REPLACED BY REGISTERED LAND SURVEYOR AT THE

CONTRACTOR'S EXPENSE.

16. REMOVAL AND REPLACEMENT QUANTITIES ARE APPROXIMATE. THE EXACT

LOCATION OF REMOVAL LIMITS SHALL BE VERIFIED IN THE FIELD AND

APPROVED BY THE INSPECTOR PRIOR TO THE START OF CONSTRUCTION.

17. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED

CONSTRUCTION PERMITS AND BONDS PRIOR TO CONSTRUCTION.

18. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE

COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, SPECIFICATIONS,

AND SPECIAL CONDITIONS, COPIES OF ANY REQUIRED CONSTRUCTION

PERMITS, AND STORMWATER MANAGEMENT PLANS AND INSPECTION REPORTS.

(SWMP) (IF APPLICABLE).

19. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO

THE ATTENTION OF THE OWNER BEFORE COMMENCING WORK. NO FIELD

CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR

APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO

CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER

AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE

EFFECTED ITEM.

20. CONTRACTOR SHALL VERIFY BENCHMARKS AND DATUMS PRIOR TO

COMMENCING CONSTRUCTION OR STAKING OF IMPROVEMENTS AND SHALL

REPORT ANY DISCREPANCIES TO THE OWNER AND ENGINEER. CONSTRUCTION

SHALL NOT COMMENCE UNTIL THE DISCREPANCY, IF IDENTIFIED, IS RESOLVED

TO THE OWNER'S AND ENGINEER'S SATISFACTION.

21. CONTRACTOR SHALL THOROUGHLY CHECK COORDINATION OF CIVIL,

LANDSCAPE, MEP, ARCHITECTURAL, AND OTHER PLANS PRIOR TO COMMENCING

CONSTRUCTION. OWNER AND ENGINEER SHALL BE NOTIFIED OF ANY

DISCREPANCY PRIOR TO COMMENCING WITH CONSTRUCTION.

22. IN ACCORDANCE WITH AAC R18-4-119, ALL MATERIALS ADDED AFTER JANUARY 1,

1993 WHICH MAY COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM

TO NATIONAL SANITATION FOUNDATION STANDARDS 60 AND 61.

23. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER OF AREAS OF SUSPECTED

NON BLUE STAKED IDENTIFIED UTILITIES IN THE PROJECT AREA PRIOR TO

COMMENCING CONSTRUCTION OR EXCAVATION. CONTRACTOR SHALL UTILIZE

AN APPROVED SUBSURFACE INVESTIGATION METHOD BY THE OWNER,

ENGINEER, AND JURISDICTION TO IDENTIFY UTILITY AND POTENTIAL CONFLICTS.

24. ALL WORK PERFORMED WITHOUT THE APPROVAL OF THE OWNER AND

MATERIAL NOT IN CONFORMANCE WITH ALL NATIONAL AND LOCAL CODES AND

SPECIFICATIONS ISSUED BY THE OWNER IS SUBJECT TO REMOVAL AND

REPLACEMENT AT THE CONTRACTOR'S EXPENSE.

25. CONTRACTOR SHALL UNCOVER ALL EXISTING SEWER LINES BEING TIED INTO,

TO VERIFY THEIR LOCATION VERTICALLY AND HORIZONTALLY. THE

CONTRACTOR SHALL VERIFY THAT THE EXISTING SEWER STUB FORM THE

POINT OF CONNECTION TO THE SEWER MAIN HAS THE REQUIRED NEGATIVE

SLOPE. PRIOR TO COMMENCING SEWER INSTALLATION, THE CONTRACTOR

SHALL VERIFY THAT THE NEW SEWER SYSTEM AS DESIGNED SHALL HAVE THE

REQUIRED NEGATIVE SLOPE AS INDICATED ON THE PLANS FOR PROPER

OPERATION. CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER OF ANY

SEWER SLOPE DEFICIENCIES PRIOR TO COMMENCING INSTALLATION.

26. CONTRACTOR SHALL PROVIDE TEST RESULTS FOR ALL WATER AND SEWER

TESTING FOR BOTH PUBLIC AND PRIVATE, (INCLUDING VIDEO TEST FOR SEWER)

TO THE OWNER AND PROJECT ENGINEER.

27. THE CONTRACTOR SHALL SUBMIT "AS-BUILT" PLANS TO THE OWNER FOR

REVIEW AND ACCEPTANCE.

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

Call 811 or click Arizona811.com

O R

A, A Z

C102

NEW EXST SYMBOL DESCRIPTIONACRONYM / ABBREVIATION DESCRIPTIONS

Vertical Curb And Gutter

Single Vertical Curb

Detectable Warning Strip 2'x5' (min)

Catch Basin

Storm Drain End Section

Scupper

Riprap

Centerline And Station

Cut Slope

Fill Slope Cut To Fill Transition

Slope Line

Sawcut Fence Block Wall

Storm Drain Pipe

Cox Cable Television Line (Fiber Optic)

Underground Electric

Natural Gas Line

Overhead Electrical

Sanitary Sewer Line

Water Line

Retention Basin Identifier

Irrigation Line

Cox Underground Fiber Optic

Reclaimed Water Line

Interconnect Line

NEW EXST SYMBOL DESCRIPTION

Tailwater Ditch

Right-of-way Line

Easement Line

CAB

ICV

CAB

CenturyLink Line

Fiber Optic

Aluminum Cap Flush Aluminum Cap in Hand Hole Brass Cap Flush Brass Cap in Hand Hole

Electrical Pull Box Electrical Meter

Electrical Equipment

Electrical Switch Electrical Transformer

Electrical Manhole

Electrical Cabinet

Electrical Vault

Fiber Manhole Fiber Cabinet

Fiber Vault

Traffic Signal

Traffic Signal with Mast Traffic Signal Pull Box

Traffic Signal Vault

Telephone Pull Box Telephone Pedestal Telephone Manhole

Telephone Vault Telephone Riser

Cable Television Manhole Cable Television Vault

Power Pole Power Down Guy

Light Post

Street Light with Mast Arm

Gas Valve

Gas Manhole

Gas Meter

Gas Pressure Reducer

Gas Marker

Fire Dept Connection Fire Hydrant

Water Valve Water Meter

Water Backflow Preventer Water Manhole

Sanitary Sewer Manhole Sanitary Sewer Cleanout

Irrigation Control Valve Irrigation Manhole

Storm Drain Manhole

Drywell

Tree

Palm Tree

Sign

Double Sign

Bollard

Mailbox

Water Blow-Off Assembly

Sprint Line

High Water Line

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

N 0°

0' (C

º 0 7'

0' (R

2) N

0°

6" W

.9 5'

S0 º 2

6" E

.0 0'

(R 2)

N0° 27' 57"W 264.83' (M) S0º 07' 53"E 264.82' (R2)

L=149.38', R=535.00', D=15°59'51" (M) L=149.35', R=535.00', D=15º59'41" (R2)

N15° 30' 12"E 156.45' (M) S15º 51' 48"W 156.52' (R2)

L=151.14', R=535.00', D=16°11'10" (M) L=151.12', R=535.00', D=16º11'04" (R2)

N 0°

30.00' R/W

ROAD PROC# 0119

30.00' (R) 30' (R4) 30.00' (C) 35' (R4)

35.49' (C)

24.51' (C) 25' (R4)

N 0°

M ) 5

2' (R

(RADIAL BRG C1)

N55° 37' 25"E

(RADIAL BRG C1)

N50° 14' 58"E

L=1217.87' , R=8344.37' , D=8°21'45"

(RADIAL BRG C2)

N42° 48' 57"E

(RADIAL BRG C2)

N50° 18' 33"E

(RADIAL BRG)

N53° 50' 03"E

(RADIAL BRG)

N45° 28' 18"E

S0 ° 3

8" E

N89º 45' 13"E (R) N89° 25' 38"E (M)

1787.42' (R)

N89° 58' 24"W 4500.00'

(RADIAL BRG)

N89° 33' 10"E

(RADIAL BRG)

S74° 26' 59"E

(RADIAL BRG)

N74° 28' 09"W

(RADIAL BRG)

S89° 20' 42"W

PROJECT SITE

(APN: 217-07-004M)

OWNER: STATE OF ARIZONA

SEQ# 2014-1140624, PCR

NOT A PART

(APN: 217-07-004R)

OWNER: KAI TR 51.25% & JOHN KAI RJ LLC 24.375%

& KAI HERBERT 24.375%

DKT 7941, PG 2992, PCR

NOT A PART

(APN: 217-06-001K)

OWNER: STATE OF ARIZONA

SEQ# 2014-1390200, PCR

NOT A PART

(APN: 217-06-001A)

OWNER: PIONEER TRUST OF ARIZONA 10141

DKT 3450, PG 256, PCR

400.0' R /W

ADOT I-1

0-4(26)231

30.00' (R) 30' (R4) 27.97' (C) 35.60' (C) 35' (R4)

60.00' R/W

SEQ# 2014-2970588, PCR

(PARCEL A OF 20142970588)

30.00' R/W

ROAD PROC# 0119 INTERSTATE 10

N0° 38' 02"W 1807.34'

R O

THE MONUMENT LINE ENDS 0.5'± EAST OF

CALCULATED SEQ# 2016-0210117, PCR

120.00' (R)

24.49'

(PARCEL B OF

20142970588)

S89° 26' 08"W (C) S89º 46' 17"W (R) 2272.03' (C) 2273.32' (R)

N 0°

2' (C

0º

0" W

.8 1'

1,332,238 SF ±

30.584 AC ± C1

N89º 45' 13"E 3171.49' (R1)

N89° 25' 38"E 3171.93' (M) (BASIS OF BEARING)

1264.51'

26.43' (C) 25' (R4)

N0° 39' 46"W 88.57'

N0° 11' 20"W 2674.70'

AN ELEVATION OF 1946.37 WAS HELD ON A FOUND CHISELED "+" ON

SOUTHEAST CORNER OF CONCRETE IRRITATION STRUCTURE.

PCDOT OPUS PT# 11S11E_J05

THIS IS TO CERTIFY THAT THE SURVEY AND PLAT OF THE PREMISES DESCRIBED

HEREON WERE MADE UNDER MY DIRECTION AND THIS PLAT IS CORRECT AND

ACCURATE AND THE FOUND MONUMENTS SHOWN HEREON HAVE BEEN LOCATED AND

ARE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED.

BY: _____________________________________ DATE: ________________________

MICHAEL E. FONDREN

REGISTERED LAND SURVEYOR # 35113

NORTH 89°25'38" EAST ALONG THE NORTH LINE OF THE NORTHWEST

QUARTER OF SECTION 7, TOWNSHIP 11 SOUTH, RANGE 11 EAST.

(R) SPECIAL WARRANTY CORRECTION DEED, RECORDED IN SEQUENCE NO.

2014-1140624, PIMA COUNTY RECORDER'S OFFICE (P.C.R.)

(R1) RIGHT OF WAY PLAN OF THE CASA GRANDE—TUCSON STATE HIGHWAY PROJECT

NO. I-10-4(26)231 PIMA COUNTY, RIGHT OF WAY MAP NO. D-10T-286, ADOT RIGHT

OF WAY PLAN INDEX

(R2) SURVEY MAP, RECORDED IN SEQUENCE NO. 2016-0210117, P.C.R.

(R3) ALTA/NSPS LAND TITLE SURVEY, RECORDED IN SEQUENCE NO. 2023-2190402,

P.C.R.

(R4) SPECIAL WARRANTY DEED, RECORDED IN SEQUENCE NO. 2014-2970588, P.C.R.

(R5) PIMA COUNTY ROAD PROCEEDING NO. 119 - LUCKETT RD (THEN GRIER RD)

11 E.

11 S.

RANGE:

SECTION:

TWNSHP:

E N

JOB NO.:

SCALE

SHEET

MEF

DRAWN BY:

CHECKED BY:

SKJ

D a t e

S i g n e d

.ONETACIFITREC

USDNALDERETSI

35113

MICHAEL E.

FONDREN

..U,AN SZI AR

2401143

1" = 150'

THE FOLLOWING PARAMETERS WERE SET FOR THE BASIS OF THIS SURVEY:

SYSTEM: UNITED STATES STATE PLANE 1983

ZONE: ARIZONA CENTRAL 0202

GAF: 1.000140

HORIZONTAL DATUM: NAD 83/92

GEOID: ARIZONA GEOID 18

VERTICAL DATUM: NAVD 88

UNITS: INTERNATIONAL FEET

(1 FOOT = 0.3048 METERS EXACTLY)

A GROUND ADJUSTMENT FACTOR OF 1.000140 WAS UTILIZED FOR THIS

PROJECT. ALL BEARINGS ARE GRID BEARINGS. DISTANCES ARE GROUND

DISTANCES AND COORDINATES ARE GROUND COORDINATES.

SCALE POINT: 600 (RLF CONSULTING) (PCDOT OPUS PT# 11S11E_J05)

SOURCE: PIMA COUNTY DEPARTMENT OF TRANSPORTATION OPUS

NORTHING (Y): 539837.484

EASTING (X): 905076.597

01/21/2025

CURVE TABLE

CURVE

C1 (R)

RADIUS

8744.37'

DELTA

5°22'22"

7°29'36"

LENGTH

819.97'

1143.62'

C1 (C) 8744.37' 5°22'22" 820.17'

N.T.S

R D

S7 T11S R11E

HARDIN RD

PROJECT AREA

INTERSTATE 10

CASA GRANDE HW

MONUMENT TABLE

DESCRIPTION

SOUTHWEST COR SEC7 T11S R11E,

FOUND 3" TOWN OF MARANA BRASS CAP RLS 28745

WEST 1/4 COR SEC7 T11S R11E,

FOUND 3" TOWN OF MARANA BRASS CAP RLS 28745

NORTHWEST COR SEC7 T11S R11E,

FOUND 2" IRON PIPE WITH NO CAP

NORTHWEST COR SEC6 T11S R11E,

FOUND 2" IRON PIPE WITH NO CAP

NORTH 1/4 COR SEC7 T11S R11E,

FOUND 1.5" ALUMINUM CAP STAMPED RLS 7599 S\S

FOUND 1.5" ALUMINUM CAP STAMPED TRIMBLE RLS 15343,

INTERSECTION OF NORTHEAST R/W I10 AND MIDSECTION LINE

FOUND 3" ADOT BRASS CAP,

INTERSECTION OF SOUTHWEST R/W I10 AND MIDSECTION LINE

FOUND CHISELED X ON CONCRETE ON SECTION LINE

FOUND 3" TOWN OF MARANA BRASS CAP RLS 28745

10 FOUND NAIL WITH BRASS TAG STAMPED 12214

04 28

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

19301930193019301930

1925 1925

1923 1923

1923192219231924

192319231923

23 19

19221923192419231923

19231923 1923

19271928

192719281929 19281928

1919 1927

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

2 3

EOE

W M

ESES

WM WM

ICV

ICVICVICV

EEFV

M M

WFWF

ICV

ICVWSICV

ICVICVWS

ICVICV

ICV

ICVICV

N15° 30' 12"E 156.45' (M) S15º 51' 48"W 156.52' (R2)

L=151.14', R=535.00', D=16°11'10" (M) L=151.12', R=535.00', D=16º11'04" (R2)

N 0°

30.00' R/W

ROAD PROC# 0119

30.00' (R)

30' (R4) 30.00' (C) 35' (R4) 35.49' (C)

24.51' (C) 25' (R4)

N 0°

(RADIAL BRG C1)

N55° 37' 25"E

(RADIAL BRG C1)

N50° 14' 58"E

N89º 45' 13"E (R) N89° 25' 38"E (M) 1787.42' (R)

(RADIAL BRG)

N74° 28' 09"W

(RADIAL BRG)

S89° 20' 42"W

PROJECT SITE

(APN: 217-07-004M)

OWNER: STATE OF ARIZONA

SEQ# 2014-1140624, PCR

NOT A PART

(APN: 217-07-004R)

OWNER: KAI TR 51.25% & JOHN KAI RJ LLC 24.375%

& KAI HERBERT 24.375%

DKT 7941, PG 2992, PCR

NOT A PART

(APN: 217-06-001K)

OWNER: STATE OF ARIZONA

SEQ# 2014-1390200, PCR

NOT A PART

(APN: 217-06-001A)

OWNER: PIONEER TRUST OF ARIZONA 10141

DKT 3450, PG 256, PCR

400.0' R /W

ADOT I-1

0-4(26)231

30.00' (R)

30' (R4) 27.97' (C) 35.60' (C) 35' (R4)

60.00' R/W

SEQ# 2014-2970588, PCR

(PARCEL A OF 20142970588)

30.00' R/W

ROAD PROC# 0119

INTERSTATE 10

N0° 38' 02"W 1807.34'

R O

THE MONUMENT LINE ENDS 0.5'± EAST OF

CALCULATED SEQ# 2016-0210117, PCR

BELL TOWER

HEADSTONES

DIRT

DIRTASPHALT

CONCRETE

GATE

POISON GAS

TANKS

120.00' (R)

24.49'

(PARCEL B OF

20142970588)

S89° 26' 08"W (C) S89º 46' 17"W (R) 2272.03' (C) 2273.32' (R)

N 0°

2' (C

0º

0" W

.8 1'

) 1,332,238 SF ±

30.584 AC ±

N89º 45' 13"E 3171.49' (R1)

N89° 25' 38"E 3171.93' (M) (BASIS OF BEARING)

1264.51'

26.43' (C) 25' (R4)

N0° 39' 46"W 88.57'

PROPERTY LINE

LEGEND

AIR CONDITIONING UNIT FIBER OPTIC VAULT WATER METER

ALUMINUM/BRASS CAP FLUSH FLAG POLE WATER SPIGOT/STUB

AERIAL PANEL POINT ADA ACCESSIBLE WATER VALVE

BENCHMARK IRRIGATION CONTROL VALVE CHISELED X / NAIL

BOLLARD IRON PIN/PIPE (C) CALCULATED

BREAK LINE MAILBOX (M) MEASURED

ELECTRIC CABINET MISC. MANHOLE (R#) REFERENCE DOCUMENT NO.

CATCH BASIN REBAR BK BOOK

SANITARY SEWER CLEANOUT STORM DRAIN GRATE BRG BEARING

CONTROL POINT STORM MANHOLE DKT DOCKET

ELECTRIC PULL BOX STORM DRY WELL PCR PIMA COUNTY RECORDER'S OFFICE

ELECTRIC OUTLET TO BE SET MONUMENT RLS# 35113 PG PAGE

ELECTRIC EQUIPMENT SIGN R/W RIGHT-OF-WAY

ELECTRIC SWITCH STONE SEQ# SEQUENCE NO.

ELECTRIC VAULT VENT PIPE

FIRE DEPARTMENT CONNECTION WATER FAUCET

FV WM

ICV

EC M

EV VP

ADJACENT PROPERTY LINE

SECTION LINE

CENTER LINE

RIGHT-OF-WAY LINE

TIE LINE

CHAIN LINK FENCE

BARB WIRE FENCEX X X X X X X X X X X X X X X X

WOOD/IRON FENCE

11 E.

11 S.

RANGE:

SECTION:

TWNSHP:

E N

JOB NO.:

SCALE

SHEET

MEF

DRAWN BY:

CHECKED BY:

SKJ

D a t e

S i g n e d

.ONETACIFITREC

USDNALDERETSI

35113

MICHAEL E.

FONDREN

..U,AN SZI AR

2401143

1" = 80'

CURVE TABLE

CURVE

C1 (R)

RADIUS

8744.37'

DELTA

5°22'22"

7°29'36"

LENGTH

819.97'

1143.62'

C1 (C) 8744.37' 5°22'22" 820.17'

AERIAL CONTROL PANEL POINT TABLE

NORTHING

544284.55

544310.55

544317.17

544344.13

544358.91

544647.72

544898.22

544983.99

545002.17

545014.80

544706.44

544672.37

EASTING

899384.84

899948.60

900547.16

901115.79

901735.71

901487.34

901313.22

899381.34

899982.20

900582.81

900795.12

899863.98

ELEVATION

1921.49

1922.59

1924.26

1926.65

1930.82

1931.37

1930.16

1923.17

1925.82

1926.81

1924.77

1923.19

DESCRIPTION

HV1

HV2

HV3

HV4

HV5

HV6

HV7

HV8

HV9

HV10

HV11

HV12

05 28

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

6' 4'

16'

22'

34'

22'

4' 4'

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

EOE

ESES

EEFV

WFWF

BELL TOWER

HEADSTONES

EXST. GATE

GATE

POISON GAS

TANKS

24.49'

HEADSTONES

R O

PROJECT SITE

(APN: 217-07-004M)

OWNER: STATE OF ARIZONA

SEQ# 2014-1140624, PCR

NOT A PART

(APN: 217-07-004R)

OWNER: KAI TR 51.25% & JOHN KAI RJ LLC 24.375%

& KAI HERBERT 24.375%

DKT 7941, PG 2992, PCR

NOT A PART

(APN: 217-06-001K)

OWNER: STATE OF ARIZONA

SEQ# 2014-1390200, PCR

NOT A PART

(APN: 217-06-001A)

OWNER: PIONEER TRUST OF ARIZONA 10141

DKT 3450, PG 256, PCR

NOT A PART

(APN: 217-07-004R)

OWNER: KAI TR 51.25% & JOHN KAI RJ LLC 24.375%

& KAI HERBERT 24.375%

DKT 7941, PG 2992, PCR

EXST. COLUMBARIUM

EXST. CHAPELEXST. CHAPEL

R O

AD 1924

23.35FG

23.25FG

23.18FG

23.07FG

22.94FG

22.90FG

22.86FG

22.82FG

22.74FG

22.67FG

22.60FG

24.02FG

24.15FG

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

O R

A, A Z

SP101

NORTH

KEY NOTES

Maintenance and Support Complex1

Committal Shelter3

Main Entrance4

Columbarium5

Visitor and Administration Building2

Assembly6

Proposed 2,100 In-Ground Cremation gravesites with flower water station7

Remove, salvage and remount service branch seals add new marker for Space Force at committal shelter and paint existing stucco wall.

Remove, salvage and remount service branch seals add new marker for Space Force at Assembly and paint existing stucco wall.

New Site Map Sign10

CONSTRUCTION ACCESS

CONSTRUCTION YARD

Construction access and construction yard, contractor to hydroseed all disturbed areas with native mix at project completion.

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

WFWS

HEADSTONES

NOT A PART

(APN: 217-07-004R)

OWNER: KAI TR 51.25% & JOHN KAI RJ LLC 24.375%

& KAI HERBERT 24.375%

DKT 7941, PG 2992, PCR

EXST. COLUMBARIUM

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

O R

A, A Z

H O

O N

C O

O L

HC101

NORTH

C H

- S

T H

KEY NOTES QTY

Construction Access / Construction Yard - Native Dirt. Contractor to hydroseed with native seed mix at project completion.

7 1 LS

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

Call 811 or click Arizona811.com

O R

A, A Z

H O

O N

C O

O L

HC102

NORTH

KEY NOTES QTY

Construction Access / Construction Yard - Native Dirt. Contractor to hydroseed with native seed mix at project completion.

7 1 LS

C H

- S

T H

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

WFWS

HEADSTONES

NOT A PART

(APN: 217-07-004R)

OWNER: KAI TR 51.25% & JOHN KAI RJ LLC 24.375%

& KAI HERBERT 24.375%

DKT 7941, PG 2992, PCR

EXST. COLUMBARIUM

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

O R

A, A Z

N P

DM101

NORTH

KEY NOTES

1 Contractor to salvage, store in staging area and install riprap stone and place in proposed drainage channel as per improvement plans.

QTY

7,025 SF

2 Contractor to scarify and prepare site as per Geotechnical Report.

49,777 SF

3 Contractor to remove existing tree with root ball, complete. 3 EA

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

6' 4'

16'

22'

34'

22'

4' 4'

WFWS

HEADSTONES

NOT A PART

(APN: 217-07-004R)

OWNER: KAI TR 51.25% & JOHN KAI RJ LLC 24.375%

& KAI HERBERT 24.375%

DKT 7941, PG 2992, PCR

EXST. COLUMBARIUM

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

O R

A, A Z

N G

PV101

NORTH

KEY NOTES

Construct 4-inch concrete sidewalk as per MAG std. dtl. 230, MAG 'A', 3,000 PSI. Concrete pavement as per MAG specification section 324 with sub-grade preparation as per MAG specification section 301.

Section 1 on Sheet this sheet.

QTY

New 1-inch water line, pvc sch. 40 with all necessary fitting for additional flower station.3

Contractor to install new flower station with water hose bib as per details on sheet SP202.

165 LF

75 SF

1 EA

Place new decomposed granite, 38" minus Apache Red.

Contractor to provide sample for approval prior to placement.

Contractor to apply pre and post emergent.

5 42,733 SF

Place new angular rip rap, D50=6", Depth 6", match color with existing.

Salvage existing from existing channel and place in proposed channel area.

2 130 CY

2 2

Install grave site section identifier.6 2 EA

Construction Access / Construction Yard - Native Dirt. Contractor to hydroseed with native seed mix at project completion.

7 1 LS

C H

- S

Survey Monument8 8 EA

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

Call 811 or click Arizona811.com

O R

A, A Z

N G

PV102

NORTH

KEY NOTES QTY

Construction Access / Construction Yard - Native Dirt. Contractor to hydroseed with native seed mix at project completion.

7 1 LS

C H

- S

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

Call 811 or click Arizona811.com

O R

A, A Z

N U

M B

G P

PV103

NORTH

9 10

11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75

76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100

101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125

126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150

151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175

177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201

203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227

229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253

255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279

281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 300 301 302 303 304 305

309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332

336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359

363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386

390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413

417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440

444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467

472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495

500 501 502 503 504 505 506 507 508 509 510 511 512 513 514 515 516 517 518 519 520 521 522 523

528 529 530 531 532 533 534 535 536 537 538 539 540 541 542 543 544 545 546 547 548 549 550 551

556 557 558 559 560 561 562 563 564 565 566 567 568 569 570 571 572 573 574 575 576 577 578 579

584 585 586 587 588 589 590 591 592 593 594 595 596 597 598 599 600 601 602 603 604 605 606 607

613 614 615 616 617 618 619 620 621 622 623 624 625 626 627 628 629 630 631 632 633 634 635 636

642 643 644 645 646 647 648 649 650 651 652 653 654 655 656 657 658 659 660 661 662 663 664 665

671 672 673 674 675 676 677 678 679 680 681 682 683 684 685 686 687 688 689 690 691 692 693 694

700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723

729 730 731 732 733 734 735 736 737 738 739 740 741 742 743 744 745 746 747 748 749 750 751 752

758 759 760 761 762 763 764 765 766 767 768 769 770 771 772 773 774 775 776 777 778 779 780 781

787 788 789 790 791 792 793 794 795 796 797 798 799 800 801 802 803 804 805 806 807 808 809 810

816 817 818 819 820 821 822 823 824 825 826 827 828 829 830 831 832 833 834 835 836 837 838 839

845 846 847 848 849 850 851 852 853 854 855 856 857 858 859 860 861 862 863 864 865 866 867 868

873 874 875 876 877 878 879 880 881 882 883 884 885 886 887 888 889 890 891 892 893 894 895 896

899 900 901 902 903 904 905 906 907 908 909 910 911 912 913 914 915 916 917 918 919 920 921 922

924 925 926 927 928 929 930 931 932 933 934 935 936 937 938 939 940 941 942 943 944 945 946

948 949 950 951 952 953 954 955 956 957 958 959 960 961 962 963 964 965 966 967 968

970 971 972 973 974 975 976 977 978 979 980 981 982 983 984 985 986 987

989 990 991 992 993 994 995 996 997 998 99910001001100210031004

10061007100810091010101110121013101410151016101710181019

46 47 48 49 50 51 52 53 54 55 56 57 58 59 60

31 32 33 34 35 36 37 38 39 40 41 42 43 44 45

21 22 23 24 25 26 27 28 29 30

12 13 14 15 16 17 18 19 20

61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85

86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110

111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135

136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160

161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 177 178 179 180 181 182 183 184 185

186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 203 204 205 206 207 208 209 210

211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 229 230 231 232 233 234 235

236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 255 256 257 258 259 260

261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 281 282 283 284 285

286 287 288 289 290 291 292 293 294 295 296 297 298 300 301 302 303 304 305 306

309 310

312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333

337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360

363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385

390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410

412 413 414

417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435

437 438 439 440 441

444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460

462 463 464 465 466 467 468

472 473 474 475 476 477 478 479 480 481 482 483 484 485

487 488 489 490 491 492 493 494 495 496

500 501 502 503 504 505 506 507 508 509 510

512 513 514 515 516 517 518 519 520 521 522 523 524

528 529 530 531 532 533 534 535

537 538 539 540 541 542 543 544 545 546 547 548 549 550 551 552

556 557 558 559 560

562 563 564 565 566 567 568 569 570 571 572 573 574 575 576 577 578 579 580

584 585

587 588 589 590 591 592 593 594 595 596 597 598 599 600 601 602 603 604 605 606 607 608

613 614 615 616 617 618 619 620 621 622 623 624 625 626 627 628 629 630 631 632 633 634 635

642 643 644 645 646 647 648 649 650 651 652 653 654 655 656 657 658 659 660

662 663 664 665 666

671 672 673 674 675 676 677 678 679 680 681 682 683 684 685

687 688 689 690 691 692 693 694 695

700 701 702 703 704 705 706 707 708 709 710

712 713 714 715 716 717 718 719 720 721 722 723 724

729 730 731 732 733 734 735

737 738 739 740 741 742 743 744 745 746 747 748 749 750 751 752 753

758 759 760

762 763 764 765 766 767 768 769 770 771 772 773 774 775 776 777 778 779 780 781 782

787 788 789 790 791 792 793 794 795 796 797 798 799 800 801 802 803 804 805 806 807 808 809 810

816 817 818 819 820 821 822 823 824 825 826 827 828 829 830 831 832 833 834 835

837 838 839 840

845 846 847 848 849 850 851 852 853 854 855 856 857 858 859 860

862 863 864 865 866 867 868 869

873 874 875 876 877 878 879 880 881 882 883 884 885

887 888 889 890 891 892 893 894 895 896 897 899 900 901 902 903 904 905 906 907 908 909 910

912 913 914 915 916 917 918 919 920 921 922 923 924 925 926 927 928 929 930 931 932 933 934 935

936 937 938 939 940 941 942 943 944 945 946 947 948 949 950 951 952 953 954 955 956 957 958 959 960

961 962 963 964 965 966 967 968 969 970 971 972 973 974 975 976 977 978 979 980

982 983 984 985 986 987 988 989 990 991 992 993 994 995 996 997 998 9991000

102110221023102410251026102710281029103010311032

103410351036103710381039104010411042

1044104510461047104810491050

10021003100410051006100710081009101010111012101310141015

10171018101910201021102210231024102510261027102810291030

103210331034103510361037103810391040

104210431044104510461047104810491050

869 897 923 947 969 988

1020 1033

NUMBERING PLAN1 SCALE 1"=10'

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

O R

A, A Z

PV104

NORTH

KEY NOTES QTY

EXISTING ASSEMBLY AREA WITH EXISTING SEAL LAYOUT2 SCALE 1"=4'

EXISTING ASSEMBLY AREA WITH RELOCATED SEAL LAYOUT4 SCALE 1"=4'

EXISTING ASSEMBLY AREA WITH EXISTING SEAL LAYOUT PLAN VIEW1 SCALE 1"=20'

EXISTING ASSEMBLY AREA WITH RELOCATED SEAL LAYOUT PLAN VIEW3 SCALE 1"=20'

NORTH

Remove, salvage, clean, store and remount service branch seals add new marker for Space Force at Assembly and repair existing stucco wall at previous seal attachment. Contractor to re-paint entire existing stucco wall, match existing color, typ.

Contractor to remount the previously removed seals and add new Space Force marker at Assembly, Contractor to drill new hole into wall with dowel sleeve for seal spinal connection. Epoxy new spindle connection.

1 1 1 1 1 2 2 2 2 2 2

5 EA.

6 EA.

EXISTING

ASSEMBLY

AREA

TO REMAIN,

TYP.

EXISTING

ASSEMBLY

AREA

TO REMAIN,

TYP.

NOTE: CONTRACTOR TO FIELD VERIFY MEASUREMENT AND PLAQUE / MARKER LAYOUT PRIOR TO FINAL INSTALLATION. FINAL LAYOUT TO BE APPROVED BY CEMETERY REPRESENTATIVE PRIOR TO INSTALLATION.

ORDER OF PLAQUES / MARKERS AS FOLLOWS LEFT TO RIGHT

ARMY, MARINE CORPS, NAVY, AIR FORCE, SPACE FORCE, COAST GUARD

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

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O R

A, A Z

PV105

NORTH

EXISTING COMMITTAL SHELTER WITH EXISTING SEAL LAYOUT SECTION VIEW1 SCALE 1"=4'

EXISTING COMMITTAL SHELTER WITH RELOCATED SEAL LAYOUT SECTION VIEW2 SCALE 1"=4'

EXISTING COMMITTAL SHELTER WITH EXISTING SEAL LAYOUT PLAN VIEW1 SCALE 1"=4'

EXISTING COMMITTAL SHELTER WITH RELOCATED SEAL LAYOUT PLAN VIEW2 SCALE 1"=4'

KEY NOTES QTY

Remove, salvage, clean, store and remount service branch seals add new seal for Space Force at Committal Shelter and repair existing stucco wall at previous marker attachment. Contractor to re-paint entire existing stucco wall, match existing color, typ.

Contractor to remount the previously removed seals and add new Space Force marker at Committal Shelter. Contractor to drill new hole into wall with dowel sleeve for seal spinal connection. Epoxy new spindle connection.

1 1 1 1 1

5 EA.

6 EA.

2 2 2 2 2

EXISTING

COMMITTAL

SHELTER

TO REMAIN,

TYP.

EXISTING

COMMITTAL

SHELTER

TO REMAIN,

TYP.

NOTE: CONTRACTOR TO FIELD VERIFY MEASUREMENT AND PLAQUE / MARKER LAYOUT PRIOR TO FINAL INSTALLATION. FINAL

LAYOUT TO BE APPROVED BY CEMETERY REPRESENTATIVE PRIOR TO INSTALLATION.

ORDER OF PLAQUES / MARKERS AS FOLLOWS LEFT TO RIGHT

ARMY, MARINE CORPS, NAVY, AIR FORCE, SPACE FORCE, COAST GUARD

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

NOTES:

5800VRKT.

6252HST.

S Pa ge

3/4" RADIUS ALL EXPOSED

EDGES (TYP)

CAST-IN-PLACE OR

EXTRUDED CONCRETE CURB

WITH MEDIUM BROOM FINISH

FINISHED GRADE OF TURF

FINISHED GRADE OF D.G.

COMPACTED

SUBGRADE

NOTE:

1. HEADER SHALL BE FLUSH WITH ADJACENT WALK/PATH, PAVEMENT OR

CURB.

2. LANDSCAPE ARCHITECT SHALL APPROVE FORMWORK PRIOR TO

PLACING CONCRETE IF POURED IN PLACE.

3. CONCRETE SHALL BE MAG. CLASS "B"

4. EXPANSION JOINTS @ 30', CONTROL JOINTS 10' O.C.

5. STRAIGHT SECTIONS TO MEET CURVED SECTIONS AT TRUE TANGENT

POINTS WITH NO BROKEN CURVE SECTIONS.

6. CURVED SECTIONS TO BE FORMED IN SMOOTH, EVEN CURVES AS

SHOWN ON PLANS.

7. FORM STAKING SHALL NOT ALLOW DEFORMING OR LEAKING. ALL SPILL

OF EXCESS CONCRETE SHALL BE CLEANED UP AND REMOVED FROM SITE

BY CONTRACTOR.

SPECIAL NOTE:

FINISHED GRADE OF TURF AND D.G. TO

BE FLUSH W/ HEADER IN DRAINAGE

AREAS. THE CONTRACTOR SHALL

IDENTIFY THESE AREAS IN THE FIELD

PRIOR TO CONSTRUCTION.

(3)

VARIABLE SUMP DEPTH

ACCORDING TO PLANS

(6" MIN. BASED ON

MANUFACTURING REQ.)

4" MIN

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,

CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.

BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

(1) DUCTILE IRON

GRATE 4-INCH WITH

ADS BASIN ADAPTER

CONCRETE WALKWAY OR DECK

1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05,

WITH THE EXCEPTION OF THE BRONZE GRATE.

2 - CUSTOM DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN

DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING

RESTRICTIONS. SEE DRAWING NO. 7001-110-065.

3 - STANDARD DRAIN BASIN HAS FIXED ADAPTER LOCATIONS OF 0° & 180°.

CUSTOM DRAIN BASIN ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°.

TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING

NO. 7001-110-012.

4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO

ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL) &

PVC SEWER (4" - 24").

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O R

A, A Z

PV201

CONCRETE HEADER AT TURF / D.G.1 N.T.S

FLOWER WATER STATION DETAIL3 N.T.S

WATER SPIGOT DETAIL4 N.T.S

N.T.S

CONCRETE HEADER AT TURF / D.G.1 N.T.S

GRAVE SITE SECTION IDENTIFIER2 N.T.S

FLORAL SIGN5

GRAVEL DRAIN6

CONTRACTOR TO CONFIRM SIZE,

MATERIAL, AND FINISH TO MATCH

EXISTING SECTION MARKERS

PRIOR TO ORDERING.

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

ES ES

WM WM

ICV

ICV WS

ICV

WM WM

ES ES

WM WM

ICV

ICVICV

ICV

ICV WS

ICV

Contact Arizona 811 at least two full working days before you begin excavation

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O R

A, A Z

PV201

CONCRETE BURIAL GRID CONTROL MONUMENT3 N.T.S

GENERAL NOTES

1. COMPACT SUBGRADE TO 80% AND APPLY A PREEMERGENT HERBICIDE TO THE SOIL BEFORE PLACING GRANITE AT REQUIRED DEPTH. RAKE SMOOTH, WET TO ENTIRE DEPTH, ROLL WITH A 150 LB ROLLER, THEN LIGHTLY SCARIFY SURFACE WITH A LEAF RAKE. KEEP TOP OF GRANITE 1" BELOW ADJACENT WALKS, CURBS, OR OTHER HARD SURFACES.

2. APPLY SECOND APPLICATION OF PREEMERGENT HERBICIDE AFTER INSTALLATION OF GRANITE

NOTE

DECOMPOSED GRANITE INSTALLATION

SCALE: N.T.S. L-1172

SUBGRADE

FINISHED GRADE

DECOMPOSED GRANITE, DEPTH, SIZE

AND COLOR PER PLANS

SIDEWALK, CURB, OR EDGING

Directory Sign Post and Panel

SCALE: N.T.S. L-1171

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

23.25FG

23.75FG

24.25FG

24.50FG

23.75FG

23.25FG

22.00FG

22.32FG

22.60FG

23.25FG

23.75FG

24.25FG

24.50FG

23.75FG

23.25FG

23.75FG

24.25FG

24.50FG

23.75FG

23.25FG

23.75FG

24.25FG

24.50FG

23.75FG

23.25FG

23.75FG

24.25FG

24.50FG

23.75FG

23.25FG

23.75FG

24.25FG

24.50FG

23.75FG

23.25FG

23.75FG

24.25FG

24.50FG

23.75FG

23.25FG

23.75FG

24.25FG

24.50FG

23.75FG

23.25FG

23.75FG

24.25FG

24.50FG

23.75FG

23.25FG

23.75FG

24.25FG

24.50FG

23.75FG

23.25FG

22.60FG

22.80FG

22.95FG

23.10FG

23.35FG

23.25FG

23.18FG

23.07FG

22.94FG

22.90FG

22.86FG

22.82FG

22.74FG

22.67FG

22.60FG

23.04FG

22.89FG

22.74FG

22.60FG

24.02FG

24.15FG

2.5%

WFWS

HEADSTONES

NOT A PART

(APN: 217-07-004R)

OWNER: KAI TR 51.25% & JOHN KAI RJ LLC 24.375%

& KAI HERBERT 24.375%

DKT 7941, PG 2992, PCR

EXST. COLUMBARIUM

Contact Arizona 811 at least two full working days before you begin excavation

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O R

A, A Z

G R

A D

A N

D D

R A

G E

GD101

NORTH

LEGEND

TC - TOP OF CURB

P - PAVEMENT

C - CONCRETE

G - GUTTER

BW - BOTTOM OF WALL

TW - TOP OF WALL

FG - FINISH GRADE

SW - SIDEWALK

EARTHWORK QUANTITIES

1. Please reference the project Geotechnical Report prepared by RAMM.

This report can be found within the appendix of the project technical specifications.

2. All grades provided are to finish grade.

3. Contractor to provide earthwork cut / fill calculations to subgrade.

4. Contractor to scarify site per Geotechnical Report recommendations.

5. Earthwork Quantities provided below are for engineering purposes only and are to finish grade. Contractor to conduct separate earthwork calculations for bidding purposes. Contractor to notify Engineer prior to close of bid period.

EARTHWORK IN GROUND EXPANSION SITE PROJECT:

CUT 522.7 CY

FILL 543.8 CY

NET FILL 21.0 CY

CONTRACTOR TO BORROW MATERIAL FROM ONSITE

CONSTRUCTION STAGING AREA.

C H

- S

T G

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

Call 811 or click Arizona811.com

O R

A, A Z

G R

A D

A N

D D

R A

G E

GD102

NORTH

LEGEND

TC - TOP OF CURB

P - PAVEMENT

C - CONCRETE

G - GUTTER

BW - BOTTOM OF WALL

TW - TOP OF WALL

FG - FINISH GRADE

SW - SIDEWALK

C H

- S

T G

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

6' 4'

16'

22'

34'

22'

4' 4'

WFWS

HEADSTONES

NOT A PART

(APN: 217-07-004R)

OWNER: KAI TR 51.25% & JOHN KAI RJ LLC 24.375%

& KAI HERBERT 24.375%

DKT 7941, PG 2992, PCR

EXST. COLUMBARIUM

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

O R

A, A Z

R M

W A

P O

N P

EC101

NORTH

LEGEND

TC - TOP OF CURB

P - PAVEMENT

C - CONCRETE

G - GUTTER

BW - BOTTOM OF WALL

TW - TOP OF WALL

FG - FINISH GRADE

SW - SIDEWALK

SCE

SWM

EMP

PSA

SCP

LEGEND

C H

- S

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

Call 811 or click Arizona811.com

O R

A, A Z

EC102

NORTH

LEGEND

TC - TOP OF CURB

P - PAVEMENT

C - CONCRETE

G - GUTTER

BW - BOTTOM OF WALL

TW - TOP OF WALL

FG - FINISH GRADE

SW - SIDEWALK

SCE

SWM

EMP

PSA

SCP

C H

- S

SCE

R M

W A

P O

N P

LEGEND

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

Call 811 or click Arizona811.com

O R

A, A Z

21 28

EC201

R M

W A

P O

N P

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

Call 811 or click Arizona811.com

O R

A, A Z

22 28

EC202

R M

W A

P O

N P

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

Call 811 or click Arizona811.com

O R

A, A Z

23 28

EC203

R M

W A

P O

N P

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

Call 811 or click Arizona811.com

O R

A, A Z

24 28

EC204

R M

W A

P O

N P

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

Call 811 or click Arizona811.com

O R

A, A Z

25 28

EC205

R M

W A

P O

N P

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

Call 811 or click Arizona811.com

O R

A, A Z

26 28

EC206

R M

W A

P O

N P

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

Call 811 or click Arizona811.com

O R

A, A Z

27 28

EC207

R M

W A

P O

N P

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

Call 811 or click Arizona811.com

O R

A, A Z

28 28

EC208

R M

W A

P O

N P

APPROVED

06/02/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

File details come from the government source that posted it. Updated Nov 19, 2025.