Section_E_-_Issued_for_Construction_Plan_Set_-_Sierra_Vista.pdf

PDF 39 MB Posted Nov 18, 2025

Attached to: Master Agreement AZ|CTR079530
Contract number: CTR079530
Issued by: Arizona

About this file

Written by GovTribe AI · Nov 19, 2025

This document is a comprehensive set of engineering and construction plans for the Southern Arizona Veterans' Memorial Cemetery Expansion and Improvements project located in Sierra Vista, Arizona. The project is being managed by the Arizona Department of Administration (AZDA) and involves detailed civil engineering, landscape, irrigation, and stormwater management plans. The design was prepared for a cemetery expansion, with involvement from Rick Engineering Company and other consultants specializing in site design, landscape architecture, and infrastructure development.

The project scope includes expanding the existing cemetery with new double depth pre-placed concrete crypts, a memorial wall with bronze plaques, landscape improvements, irrigation systems, and associated site infrastructure. The plans specify the installation of approximately 508 standard-sized and 12 oversized concrete crypts, a memorial wall with 43 bronze plaques, new decomposed granite areas totaling 14,600 square feet, turf installation of 24,500 square feet, and native hydroseed mix covering 103,375 square feet. The design includes precise grading, drainage, and stormwater management plans, with detailed specifications for construction access, utility connections, and site restoration. The project is scheduled for construction with plans approved on 06/11/2025, indicating a near-future implementation timeline.

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Other files

File	Type	Posted
BPM006982_IFB_ADVS_Sierra_Vista_Cemetery_REV_1.pdf	PDF	Nov 18, 2025
Exhibit_7_-_Wage_Decision_Number_AZ20250038_02142025.pdf	PDF	Nov 18, 2025
IFB_Forms_ATT_B_Bid_Schedule_-_Sierra_Vista_-KE_G_Final.xlsx	XLSX spreadsheet	Nov 18, 2025
Exhibit_3_-_Crypts-101-Field-Inspection-_-Protection.pdf	PDF	Nov 18, 2025
Exhibit_5_-_Crypts-101-Submittal-Review.pdf	PDF	Nov 18, 2025
Exhibit_N_O.pdf	PDF	Nov 18, 2025
O_A_Executed.pdf	PDF	Nov 18, 2025
Section_F_-_Technical_Specifications_-_Sierra_Vista.pdf	PDF	Nov 18, 2025
Exhibit_2_-_Crypts-101-Buried-Testing.pdf	PDF	Nov 18, 2025
Exhibit_6_-_Crypts-101-Wall-Field-Repair.pdf	PDF	Nov 18, 2025
Arizona_Department_of_Administration_KE_G_Construction_Inc_25-26_GLALXSPOLLWC_9-23-2025_996223240.pdf	PDF	Nov 18, 2025
EXHIBIT_A_Construction_Contractor_Agreement_Sierra_Vista_KE_G.pdf	PDF	Nov 18, 2025
Exhibit_1_-_BABAA-Language-for-Project-Manual-_as-of-01.2024_.pdf	PDF	Nov 18, 2025
Exhibit_4_-_Crypts-101-Overall.pdf	PDF	Nov 18, 2025
Exhibit_8_-_29_CFR_Part_5.pdf	PDF	Nov 18, 2025

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EMEEMET

E EM

EET

ETEO

ICV

EVESESEV

EOEOEO

EOESEQ

X X

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

Call 811 or click Arizona811.com

N A

O R

R A

A, A

C O

S H

C100

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

AZ-24-13

SOUTHERN AZ VETERANS' MEMORIAL CEMETERY

PROJECT INFO:

REGIONAL VICINITY MAP

NORTH

LOCAL VICINITY MAP

NORTH

KEY MAP

NORTH

DM102,GD102,SP102,LP102

DM101,GD101,SP101,LP101

SHEET INDEX

Sheet Number Drawing name Sheet Title

UTILITY PROVIDER LIST:

CONSULTANT LIST:

LANDSCAPE ARCHITECT

ENGINEER

IRRIGATION

PROJECT NARRATIVE:

PROJECT MANAGER

ARIZONA DEPARTMENT OF ADMINISTRATION

APPROVED

06/11/2025

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

N A

O R

R A

A, A

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

N O

C101

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 REQUIRED BY THE STATE

TO THE OWNER FOR REVIEW AND ACCEPTANCE PRIOR TO SUBMITTING TO THE

STATE FOR FINAL ACCEPTANCE.

02 59

APPROVED

06/11/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

Call 811 or click Arizona811.com

N A

O R

R A

A, A

ICV

C102 03 59

APPROVED

06/11/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

WEST 1.33 CH (87.78')(R4)

N89° 54' 36"W 86.08' (M)

1068.36'

N89° 56' 27"W 2649.82'

S0 ° 1

7" W

.2 3'

S89° 57' 51"E 2645.23'

S0 ° 0

0" W

.2 9'

S0 ° 0

0" W

.1 9'

N68° 20' 25"E 100.90'

1795.04'

(BASIS O

F BEARING

S21° 19' 40"E 2848.40' (M

CALCULATED 15.5M GLO

20.00' ELECTRICAL ESMT

FEE# 2002-03307, CCR

DRAINAGE ESMT

WOODCUTTERS CANYON WASH DETENTION BASIN

ESMT NO. DACA09-2-86-302

FEE# 1985-24267, CCR

125' DRAINAGE ESMT

BUSBY DRIVE DETENTION BASIN

ESMT NO. DACA09-2-86-302

FEE# 1985-24267, CCR

TRACT 1

5,662,787 SF ±

130.000 AC ±

100.00' ACCESS ESMT

SHOWN ON SURVEY (R1)

26.00' MILITARY

INGRESS/EGRESS ESMT

FEE# 2001-616041, CCR

30.00' ELECTRIC &

TELEPHONE ESMT

FEE# 2001-616041, CCR

N21° 19' 40"W

(R)

2289.20' (C)(R)

S68° 40' 20"W 2473.70' (C)

S68º 13' 47"W 2473.70' (R)

N68º 13' 47"E 2473.70' (R)

N68° 40' 20"E 2473.70' (C)

S21º 46' 13"E 1780.04' (R)

S21° 19' 40"E 1780.04' (C)

S21° 19' 43"E (C)

S21º 46' 16"E (R)

509.16' (C)(R)902

UTH BUFFALO

LDIER TRAIL

EAST GOLF LINKS ROAD

S89° 53' 10"E 1131.39'

EAST BUSBY DRIVE

DRAINAGE ESMT

BUSBY DRIVE DETENTION BASIN

ESMT NO. DACA09-2-86-302

FEE# 1985-24267, CCR

NOT A PART

FORT HUACHUCA MILITARY

RESERVATION PARCEL NO. 1

15.96 CH (R4)

1053.36' (C)

EAST BOUNDARY LINE OF

FORT HUACHUCA MILITARY RESERVATION

PER GLO PLAT (R4)

EAST BOUNDARY LINE OF

FORT HUACHUCA

MILITARY RESERVATION

PER GLO PLAT (R4)

AN ELEVATION OF 4657.30 WAS HELD ON A FOUND NGS MONUMENT, MAIN GATE (PID

DH5748), AS PUBLISHED.

DATUM: NAVD88

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

SOUTH 21°19'40" EAST ALONG THE EAST PROPERTY LINE OF FORT HUACHUCA MILITARY

RESERVATION BETWEEN BUSBY DRIVE AND GOLF LINKS ROAD.

(R) QUITCLAIM DEED, RECORDED IN FEE NO. 2001-16041, COCHISE COUNTY

RECORDER'S OFFICE (C.C.R.)

(R1) VETERANS CEMETERY TOPOGRAPHIC AND BOUNDARY SURVEY, PREPARED BY

CARTER & BURGESS, SEALED BY TOBY B. PRICE RLS 32793, DATED 02/22/2001

(R2) DEPARTMENT OF THE ARMY EASEMENT FOR RIGHT-OF-WAY (DRAINAGE

FACILITIES) EASEMENT NO. DACA09-2-86-302, RECORDED IN FEE NO. 1985-24267,

C.C.R.

(R3) EASEMENT, RECORDED IN FEE NO. 2002-03307, C.C.R.

(R4) GLO ARIZONA PLAT, PLAT OF RESURVEY OF A PORTION OF THE BOUNDARIES OF

FORT HUACHUCA MILITARY RESERVATION IN T.21S., R.19E., T'S.21&22S., R.20E.,

G.&S.R.M. ARIZONA, DUPLICATE PLAT FILED 1/27/1933

(R5) GLO ARIZONA SURVEY FIELD NOTES, BOOK 3950

D a t e

S i g n e d

.ONETACIFITREC

USDNALDERETSI

35113

MICHAEL E.

FONDREN

..U,AN SZI AR

20 E.

22 S.

3 AND 10

RANGE:

SECTION:

TWNSHP:

E N

JOB NO.:

SCALE

SHEET

MEF

DRAWN BY:

CHECKED BY:

SKJ

2401144

1" = 300'

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

SYSTEM: UNITED STATES STATE PLANE 1983

ZONE: ARIZONA EAST

GAF: 1.000316

HORIZONTAL DATUM: NAD 83/92

GEOID: ARIZONA GEOID 09

VERTICAL DATUM: NAVD 88

UNITS: INTERNATIONAL FEET

(1 FOOT = 0.3048 METERS EXACTLY)

A GROUND ADJUSTMENT FACTOR OF 1.000316 WAS UTILIZED FOR THIS PROJECT. ALL

BEARINGS ARE GRID BEARINGS. DISTANCES ARE GROUND DISTANCES AND

COORDINATES ARE GROUND COORDINATES.

SCALE POINT: 900

NORTHING (Y): 200731.080

EASTING (X): 656281.310

THE SURVEY WAS DERIVED FROM PHOTOGRAMMETRIC MAPPING FLOWN JANUARY 3,

2025 BY AEROTECH MAPPING AT 0.25' GSD WITH CONTOUR INTERVALS AT 1' AND 5'.

1 CHAIN (CH) = 66 FEET

BOOK 681, PAGE 98 WAS NOT AVAILABLE AT THE TIME OF SURVEY.

01/30/2025

7T H

TWINROW AVE

SITE

9 10

BUFFALO

SOLDIER TRAIL

GOLF LINKS RD

BUSBY DR

AERIAL CONTROL PANEL POINT TABLE

NORTHING

197207.88

196112.00

195062.37

196793.64

198283.33

197058.92

196004.68

EASTING

655314.59

655686.49

656161.10

657066.10

657752.88

658235.68

658677.90

ELEVATION

4709.95

4726.26

4734.97

4700.76

4671.80

4677.76

4689.30

DESCRIPTION

HV1

HV2

HV3

HV4

HV5

HV6

HV7

MONUMENT TABLE

DESCRIPTION

FOUND BRASS CAP FLUSH, ACCEPTED AS EAST 1/4 COR. SEC.10 T22S R20E

FOUND BRASS CAP FLUSH, ACCEPTED AS SOUTHEAST COR. SEC.3 &

NORTHEAST COR. SEC.10 T22S R20E

FOUND BRASS CAP FLUSH, ACCEPTED AS EAST 1/4 COR. SEC.3 T22S R20E

FOUND 1/2IN REBAR, ACCEPTED AS CENTER OF SEC.3 T22S R20E, FOUND

2IN IRON PIPE 4.3FT WEST AND 10.3FT SOUTH OF REBAR

FOUND BRASS CAP FLUSH, ACCEPTED AS SOUTH 1/4 COR. SEC.3 & NORTH

1/4 COR. SEC.10 T22S R20E

FOUND BRASS CAP FLUSH

FOUND BRASS CAP FLUSH, ACCEPTED AS POINT OF BEGINNING OF DEED &

EASEMENT DESCRIPTIONS

FOUND REBAR WITH METAL PLATE 3IN UP 100FT R.M

FOUND 5/8IN REBAR IN CONC

FOUND BRASS CAP FLUSH 818

FOUND BRASS CAP FLUSH 2884

TEMPORARY SITE CONTROL POINT TABLE

NORTHING

196595.34

196435.00

196419.81

196458.37

196550.70

196540.92

197894.64

196469.97

EASTING

656591.89

656776.56

656642.64

656682.79

656788.99

656736.03

657234.88

658076.03

ELEVATION

4713.48

4712.82

4713.58

4713.52

4711.97

4713.41

4678.70

4685.83

DESCRIPTION

SET CP 8 PK

SET CP 9 PK

SET CP 10 PK

SET CP 11

SET CP 12 PK

SET CP 13

ST RB 1/2 W\CAP TRAV CONTROL

04 59

APPROVED

06/11/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

Y D

W M

VEC

EEMET

MMM

Y D

WMWM

ICV

X X

CEMETERY

EVES

EVEQ

EOEOEO

EVE

E EQ

E EO

ESEQ

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 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

47104710

470047

46954695

O H

E O

H E

O H

: 4

16IN DIA PIPE

INV EL: 4681.66

16IN DIA PIPE

INV EL: 4681.51

16IN DIA PIPE

INV EL: 4680.83

16IN DIA PIPE

INV EL: 4681.06

16IN DIA PIPE

INV EL: 4681.55

16IN DIA PIPE

INV EL: 4681.44

16IN DIA PIPE

INV EL: 4681.40

16IN DIA PIPE

INV EL: 4681.41

16IN DIA PIPE

INV EL: 4681.43

16IN DIA PIPE

INV EL: 4678.88

16IN DIA PIPE

INV EL: 4678.95

16IN DIA PIPE

INV EL: 4677.70

16IN DIA PIPE

INV EL: 4677.78

16IN DIA PIPE

INV EL: 4684.42

16IN DIA PIPE

INV EL: 4684.12

6IN DIA PIPE

INV EL: 4709.68

6IN DIA PIPE

INV EL: 4708.01

6IN DIA PIPE

INV EL: 4710.05

6IN DIA PIPE

INV EL: 4719.31

6IN DIA PIPE

INV EL: 4719.20

6IN DIA PIPE

INV EL: 4719.16

6IN DIA PIPE

INV EL: 4719.12

24IN DIA PIPE

INV EL: 4671.60

24IN DIA PIPE

INV EL: 4671.77

24IN DIA PIPE

INV EL: 4671.63

24IN DIA PIPE

INV EL: 4671.52

24IN DIA PIPE

INV EL: 4671.53

24IN DIA PIPE

INV EL: 4671.37

24IN DIA PIPE

INV EL: 4671.54

24IN DIA PIPE

INV EL: 4671.65

SCATTERED

VEGETATION

SCATTERED

VEGETATION

SCATTERED

VEGETATION

SCATTERED

VEGETATION

SCATTERED

VEGETATION

16IN DIA PIPE

INV EL: 4681.81

24IN DIA PIPE

INV EL: 4672.07

24IN DIA PIPE

INV EL: 4671.90

24IN DIA PIPE

INV EL: 4671.85

24IN DIA PIPE

INV EL: 4671.69

N68° 20' 25"E 100.90'

.0 4'

(BASIS O

F BEAR

S21° 19' 40"E 2848.40' (M

CALCULATED 15.5M GLO

S O

R T

20.00' ELECTRICAL ESMT

FEE# 2002-03307, CCR

DRAINAGE ESMT

WOODCUTTERS CANYON WASH DETENTION BASIN

ESMT NO. DACA09-2-86-302

FEE# 1985-24267, CCR

125' DRAINAGE ESMT

BUSBY DRIVE DETENTION BASIN

ESMT NO. DACA09-2-86-302

FEE# 1985-24267, CCR

TRACT 1

5,662,787 SF ±

130.000 AC ±

100.00' ACCESS ESMT

SHOWN ON SURVEY (R1)

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 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

26.00' MILITARY

INGRESS/EGRESS ESMT

FEE# 2001-616041, CCR

30.00' ELECTRIC &

TELEPHONE ESMT

FEE# 2001-616041, CCR

° 1 9'

W (C

) N

º 4 6'

W (R

0' (C

)(R

S68° 40' 20"W 2473.70' (C) S68º 13' 47"W 2473.70' (R)

N68º 13' 47"E 2473.70' (R) N68° 40' 20"E 2473.70' (C)

S2 1º

S2 1°

E (C

1º

6" E

C )(R

BARBED WIRE FENCE RUNS

ALONG PROPERTY LINES

BARBED WIRE FENCE RUNS

ALONG PROPERTY LINES

N68° 30' 53"E 101.14'

NOT A PART

FORT HUACHUCA MILITARY

RESERVATION PARCEL NO. 1

H (R

6' (C

LEGEND

AIR CONDITIONING UNIT IRON PIN/PIPE

AERIAL PANEL POINT RECESSED LIGHT/FLOOD LIGHTS

BRASS CAP FLUSH LIGHT POLE

BRASS CAP IN HANDHOLE MAILBOX

BACKFLOW PREVENTER MANHOLE

BENCHMARK POSTS

BOLLARD POWER POLE

BREAK LINE REBAR

ELECTRIC CABINET CACTUS

CACTUS STORM DRAIN GRATE

SANITARY SEWER CLEANOUT SIGN

CONTROL POINT STREET LIGHT

ELECTRIC PULL BOX STONE

ELECTRIC METER TELEPHONE PEDESTAL

ELECTRIC OUTLET TREE / DECIDUOUS TREE

ELECTRIC EQUIPMENT TRAFFIC SIGNAL PULL BOX

ELECTRIC SWITCH UTILITY VAULT

ELECTRIC TRANSFORMER WATER FAUCET

ELECTRIC VAULT WATER METER

FIRE DEPARTMENT

CONNECTION WATER SPIGOT/STUB

FIRE HYDRANT WATER VALVE

FLAG POLE ESMT EASEMENT

GATE (C) CALCULATED

GUY ANCHOR (M) MEASURED

ADA ACCESSIBLE (R#) RECORD FROM REFERENCE DOCUMENT

IRRIGATION CONTROL VALVE CCR COCHISE COUNTY RECORDER'S OFFICE

EQ TS

ES V

ET WF

EV WM

H Y D

ICV

PROPERTY LINE

SECTION LINE

CENTER LINE

RIGHT-OF-WAY LINE

EASEMENT 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

OVERHEAD ELECTRIC LINEOHE OHE OHE OHE OHE

UNDERGROUND STORM LINE

VEGETATION LINE

SD SD SD SD SD

20 E.

22 S.

3 AND 10

RANGE:

SECTION:

TWNSHP:

E N

JOB NO.:

SCALE

SHEET

MEF

DRAWN BY:

CHECKED BY:

SKJ

2401144

D a t e

S i g n e d

.ONETACIFITREC

USDNALDERETSI

35113

MICHAEL E.

FONDREN

..U,AN SZI AR

1" = 120'

MONUMENT TABLE

DESCRIPTION

FOUND BRASS CAP FLUSH, ACCEPTED AS EAST 1/4 COR. SEC.10 T22S R20E

FOUND BRASS CAP FLUSH, ACCEPTED AS SOUTHEAST COR. SEC.3 &

NORTHEAST COR. SEC.10 T22S R20E

FOUND BRASS CAP FLUSH, ACCEPTED AS EAST 1/4 COR. SEC.3 T22S R20E

FOUND 1/2IN REBAR, ACCEPTED AS CENTER OF SEC.3 T22S R20E, FOUND

2IN IRON PIPE 4.3FT WEST AND 10.3FT SOUTH OF REBAR

FOUND BRASS CAP FLUSH, ACCEPTED AS SOUTH 1/4 COR. SEC.3 & NORTH

1/4 COR. SEC.10 T22S R20E

FOUND BRASS CAP FLUSH

FOUND BRASS CAP FLUSH, ACCEPTED AS POINT OF BEGINNING OF DEED &

EASEMENT DESCRIPTIONS

FOUND REBAR WITH METAL PLATE 3IN UP 100FT R.M

FOUND 5/8IN REBAR IN CONC

FOUND BRASS CAP FLUSH 818

FOUND BRASS CAP FLUSH 2884

05 59

APPROVED

06/11/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

Y D

W M

ICV

ICVICV

Y D

ICV

ICVWS

ICVICVICV

ICV

X X

EVESESEVEQ

EOEOEO

ICVICVICV

ICV

ICVICVICVICV

ICVICVICVICVICV

ICV

E E

EVE

ICVICVICV ICVICV

ICV

ICVICV

ICV

ICVICVICV ICV

ICV

ICVICV

ICV EQ

ICV

ICVICV

ICV

ICVICV

ICV

ICVICV

ICV

ICVICV

ICV

ICV ICV ICVICVICV

ICV

ICVICV

ICVICVICVICV

ICV

ICVICVICV

ICV

ICVICV

ICV

ICVICV

ICV

ICVICV

ICV

ICVICV

ICVICVICVICVICVICVICV

ICV

ICVICVICVICVICVICV

ICV

ICVICVICV

ICVICVICVICVICVICVICVICVICVICV

ICV

ICVICVICVICVICVICV

ICV

ICVICV

ICV

ICVICV

ICV

ICVICV

ICV

ICVICVICV

ICVICVICVICVICV

ICV

ICVICVICVICVICVICVICV

ICV

ICVICV

ICV ICV ICV

ICVICV

ICV

ICVICVICV

ICV

ICVICVICV

ICVICV

ICV

ICVICV

ICV

ICVICV

ICV

ICVICV

ICV

ESEQ

ICV

SD SD

X X

4" W

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

Call 811 or click Arizona811.com

N A

O R

R A

A, A

SP101

NORTH

EXISTING MAINTENANCE BUILDING

EXISTING ADMINISTRATION

& VISITOR AREA

EXISTING

FUNERAL

PLOTS

EXISTING

COLUMBARIUM

PROPOSED

MEMORIAL

WALL

EXISTING

CHAPEL

EXISTING

COLUMBARIUM

EXISTING

HISTORICAL

SOLDIERS

CEMETERY

EXISTING

ASSEMBLY

AREA

TRACT 1

5,662,787 SF±

130.000 AC±

PROPOSED

DOUBLE DEPTH,

PRE-PLACED CRYPTS

CONSTRUCTION

ACCESS ROUTE

DURING CONSTRUCTION

CONTRACTOR TO

CLEAR ROADWAY MAINTAIN

AS DIRT ROAD. RESTORE

DISTURBED AREA LIMITS

WITH HYDROSEED

CONSTRUCTION

STAGING

AREA

CONSTRUCTION

ACCESS ROUTE

CONTRACTOR TO REMOVE

EXISTING WROUGHT

IRON FENCE. CONTRACTOR

TO REMOVE, SALVAGE AND REINSTALL

WROUGHT IRON FENCE

PANELS IN KIND.

GEOTECHNICAL

BORNING

NO. 1

LOCATION

GEOTECHNICAL

BORNING

NO. 2

LOCATION

LIMITS OF CONSTRUCTIONLIMITS OF

CONSTRUCTION

BUFFALO

LDIER TRAIL

KEY NOTES

1 Contractor to remove existing flower baskets and replace with flower receptacle container.

QTY

2 EA

06 59

APPROVED

06/11/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

ICV

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

Call 811 or click Arizona811.com

N A

O R

R A

A, A

NORTH

KEY NOTES

1 Contractor salvage existing decomposed granite.

Contractor to scarify existing site improvement limits as per the geotechnical report recommendations.

QTY

11,809 SF

2 Contractor to sawcut and remove existing asphalt pavement pathway.

3,557 SF

3 Contractor to remove and salvage, clean and store existing in ground surface bronze plaques. Contractor to relocate onsite in concrete sidewalk as per the site improvement plans this project, typ.

43 EA

EXISTING MEMORIAL

PROTECT IN PLACE

N P

DM101

PROJECT LIMITS

07 59

APPROVED

06/11/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

4" W

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

Call 811 or click Arizona811.com

N A

O R

R A

A, A

DM102

NORTH

WARNING!

WATER LINE

TO REMAIN

GOLF LINKS ROAD

N P

KEY NOTES

1 Contractor to scarify existing site improvement limits as per the geotechnical report recommendations, typ.

4 Contractor to remove existing tree including root ball complete, typ. Landowner required to notify the AZDA 20 to 60 days prior to the destruction of any protective native plans.

2 Contractor to sawcut and remove existing asphalt pavement pathway, limits as per plan, typ.

QTY

51,374 SF

3 EA

1,192 SF

3 Contractor to sawcut and remove existing asphalt pavement, limits as per plan, typ.

1,102 SF

PROJECT LIMITS

MATCH LINE - SEE SHEET DM103

5 Contractor to prepare area for construction area and construction roadway. See grading plans as contractor to spoil excess material within construction area prior to hydro-seeding disturbance limits of construction area.

32,831 SF

Contractor to remove, salvage, clean and store "Wrong Way" sign and re- install in location as per sheet PV102.

6 1 EA

CONSTRUCTION AREA

LIMITS

PROJECT LIMITS

Excavate and expose the existing 4-inch PVC pipe and isolation gate valve at the location indicated. cap the existing pipe with PVC SCH 40 Cap downstream of the excavation and abandon the pipe, salvage the existing isolation gate valve and turn over to cemetery representative. Connect to new 4-inch isolation gate valve. Connect new 4-inch pvc pipe using ductile iron fittings and joint restraints. See Irrigation Plan LI201.

7 1 EA

08 59

APPROVED

06/11/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

ICV ICV

N P

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

Call 811 or click Arizona811.com

N A

O R

R A

A, A

DM103

NORTH

KEY NOTES

4 Contractor to remove existing tree including root ball complete, typ. Landowner required to notify the AZDA 20 to 60 days prior to the destruction of any protective native plans.

QTY

3 EA

21,518 SF

MATCH LINE - SEE SHEET DM104

MATCH LINE - SEE SHEET DM102

PROJECT LIMITS

09 59

APPROVED

06/11/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

X X

N P

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

Call 811 or click Arizona811.com

N A

O R

R A

A, A

DM104

NORTH

KEY NOTES

4 Contractor to remove existing tree including root ball complete, typ. Landowner required to notify the AZDA 20 to 60 days prior to the destruction of any protective native plans.

QTY

2 EA

21,885 SF

MATCH LINE - SEE SHEET DM104

C H

- S

T D

PROJECT LIMITS

10 59

APPROVED

06/11/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

X X

N P

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

Call 811 or click Arizona811.com

N A

O R

R A

A, A

DM105

NORTH

KEY NOTES

4 Contractor to remove existing tree including root ball complete, typ. Landowner required to notify the AZDA 20 to 60 days prior to the destruction of any protective native plans.

QTY

3 EA

9,228 SF

H L

- S

S H

D M

6 Contractor to remove a portion of the existing wrought iron fence for construction entrance. Contractor to remove, salvage, clean and store wrought iron fence to allow for construction access to the construction area. Contractor to put back salvaged wrought iron fencing at the completion of the project.

33 LF

PROJECT LIMITS

11 59

APPROVED

06/11/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

ICV

N A

O R

R A

A, A

NORTH

H O

O N

C O

O L

HC101

12 59

APPROVED

06/11/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

4" W

N A

O R

R A

A, A

NORTH

WARNING!

WATER LINE

TO REMAIN

GOLF LINKS ROAD

H O

O N

C O

O L

HC102

APPROVED

06/11/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

ICV

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

Call 811 or click Arizona811.com

N A

O R

R A

A, A

NORTH

4" CONCRETE PAVEMENT,

MAG 'A', 3,000 PSI

95% COMPACTED

SUBGRAGE, 10-INCHES

AS PER MAG SPEC.

SECTION 301 AND 324

CONCRETE SIDEWALK SECTION

SCALE: N.T.S.1

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. Dowel connect to existing concrete.

QTY

Contractor to construct 2 ft wide concrete band for bronze plaques.

Include dowel connection with separate pour from sidewalk. Concrete finish to be exposed aggregrate, 34" aggregrate.

2 250 SF

3,375 SF

Contractor to reinstall salvaged bronze plaques in concrete band, typ.

4 43 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 8,182 SF

Contractor to construct Memorial Wall as per details on sheet SP201.3 62 LF

TYP. END WITH NO. 43 PLAQUE

TYP.

TYP. START WITH NO. 1 PLAQUE

N G

PV101

Contractor to locate, expose and connect new 1-inch PVC, class 200 water line with 2"x2"x1" PVC tee, with thrust blocking as per MAG Std. Dtl. 381.

13 1 EA

Install new 1-inch PVC class 200, 90° Elbow with thrust blocking as per MAG Std. Dtl. 381, typ.

15 393 LFInstall new 1-inch PVC class 200 pipe with all necessary fittings and trench and bedding as per MAG specifications, 601, typ.

16 12 LFInstall new 4-inch PVC class 200 pipe sleeve.

17 2 EA

Install new 1-inch isolation gate valve.14 1 EA

Install new 1-inch PVC class 200, 45° Bend with thrust blocking as per MAG Std. Dtl. 381, typ.

18 2 EA

Install new 1-inch PVC class 200, 22.5° Bend with thrust blocking as per MAG Std. Dtl. 381, typ.

19 1 EA

Install new 1-inch PVC class 200, 11.25° Bend with thrust blocking as per MAG Std. Dtl. 381, typ.

20 1 EA

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

6 1 EA

Contractor to dowel connect concrete sidewalk as per detail 5 on sheet SP205 including all expansion joints.

7 1 LS

TYP.

APPROVED

06/11/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

ICV

4" W

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

Call 811 or click Arizona811.com

N A

O R

R A

A, A

NORTH

WARNING!

WATER LINE

TO REMAIN

4" CONCRETE PAVEMENT,

MAG 'A', 3,000 PSI

95% COMPACTED

SUBGRAGE, 10-INCHES

AS PER MAG SPEC.

SECTION 301 AND 324

CONCRETE SIDEWALK SECTION

SCALE: N.T.S.1

KEY NOTES

Section 1 on Sheet this sheet.

New Asphalt Pavement 3" over 6-inch ABC on 10-inch prepared compacted sub-grade as per MAG specification sections 321 & 710.

Section 2 on this sheet.

AC PAVEMENT

AGGREGATE BASE

95% COMPACTED

SUBGRAGE, 10-INCHES

MAG SPEC SECTION

321 & 710

SURFACE COURSE,

3-INCH AC, 12 IN.

AGGREGATE

ASPHALT PAVEMENT SECTION

SCALE: N.T.S.

2 PARKING AREA DRIVE AISLE

QTY

Construct concrete header curb as per dtl 1 on sheet SP202.3

Contractor to place new concrete precast 3'x8' (STANDARD SIZE) double depth, pre-placed concrete crypts, detail 4, sheet 203.

Contractor to re- install salvaged wrong way sign with new pole & conc. foundation per MAG std 131, Type 'B'., detail 1 on sheet

SP204.

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

1 EA

508 EA

433 LF

421 SY

75 SF

1 EA

Plant new fescue turf sod, see landscape plans.7 24,190 SF

Place new decomposed granite, 38" minus Apache Red.

Contractor to provide sample for approval prior to placement.

Contractor to apply pre and post emergent.

8 6,122 SF

TYP.

GOLF LINKS ROAD

N G

PV102

Contractor to place new concrete precast 4'x8' (OVER SIZED) double depth, pre-placed concrete crypts, detail 5, sheet 203.

9 12 EA

TYP.

TYP.TYP.

TYP.

Contractor to install new survey monument marker as per detail 2 on sheet SP204.

10 8 EA

Install grave site section identifier.11 1 EA

Install grave site wayfinding sign (18"x30").12 1 EA

Install new 4-inch isolation gate valve and quick coupler.

Connect new 4-inch pvc pipe using ductile iron fittings and joint restraints. See Irrigation Plan LI201.

13 1 EA

Install new 4-inch PVC class 200, 45° bend with thrust blocking as per MAG Std. Dtl. 381, typ.

14 2 EA

Install new 4-inch PVC class 200 pipe with all necessary fittings and trench and bedding as per MAG specifications, 601, typ.

15 80 LF

Install new 8-inch PVC class 200 pipe sleeve.16 12 LF

Standard Sized Double Depth Preplaced Concrete Crypt, detail 4

LEGEND

Standard Sized Double Depth Preplaced Concrete Perimeter Crypt, detail 4

Over Sized Double Depth Preplaced Concrete Perimeter Crypt, detail 5

APPROVED

06/11/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

working days before you begin excavation

Call 811 or click Arizona811.com

N A

O R

R A

A, A

NORTH

GOLF LINKS ROAD

C R

N U

M B

G P

PV103

5-2

5-3

5-4

5-5

5-6

5-7

5-8

5-10

5-11

5-12

5-13

5-1 5-27

5-28

5-29

5-30

5-31

5-32

5-33

5-34

5-35

5-36

5-37

5-38

5-39

5-53

5-54

5-55

5-56

5-57

5-58

5-59

5-60

5-61

5-62

5-63

5-64

5-65

5-79

5-80

5-81

5-82

5-83

5-84

5-85

5-86

5-87

5-88

5-89

5-90

5-91

5-105

5-106

5-107

5-108

5-109

5-110

5-111

5-112

5-113

5-114

5-115

5-116

5-117

5-131

5-132

5-133

5-134

5-135

5-136

5-137

5-138

5-139

5-140

5-141

5-142

5-143

5-157

5-158

5-159

5-160

5-161

5-162

5-163

5-164

5-165

5-166

5-167

5-168

5-169

5-183

5-184

5-185

5-186

5-187

5-188

5-189

5-190

5-191

5-192

5-193

5-194

5-195

5-209

5-210

5-211

5-212

5-213

5-214

5-215

5-216

5-217

5-218

5-219

5-220

5-221

5-235

5-236

5-237

5-238

5-239

5-240

5-241

5-242

5-243

5-244

5-245

5-246

5-247

5-261

5-262

5-263

5-264

5-265

5-266

5-267

5-268

5-269

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16 59

APPROVED

06/11/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

1 5 10

A1M A1M

CENTER LETTER IN PANEL

NOTE:

ROW & COLUMN NUMBERS TO BE 2" HIGH OPTIMA FONT,

ETCHED 14" DEEP, WITH LITHOCHROME COLOR TBD, TYP.

1 5

FRONT ELEV.

SECTION

#316 STAINLESS STEEL ROSETTE (VA

STANDARD); LUSTER FINISH; .100"

THICKNESS; DIE STAMPED (DETAILS

ON ROSETTES SHALL BE SHARP &

DISTINCT; ROSETTES FROM WORN

TOOLS WILL NOT BE ACCEPTED);

PROVIDE PRODUCT LITERATURE &

SAMPLE FOR APPROVAL.

0.218" CENTER HOLE, CONCENTRIC

TO OUTER EDGE, W/ A SHOULDER

RECESS OF 0.400"Ø & 0.035" DEPTH

NEOPRENE WASHER

3/16"Ø X 1 3/4" LENGTH STAINLESS

STEEL TAMPER- PROOF SPANNER

HEAD BOLT

NOTE: NCA SUPPLIES THE PLAQUES.

ROSETTE HARDWARE TO BE

PURCHASED BY THE CONTRACTOR.

CONTRACTOR TO INSTALL

HARDWARE AND PLAQUES.

ADJUSTABLE STAINLESS

STEEL SPRING-CLIP

TO RECEIVE ROSETTE BOLT

3 4" 11 2"

5/16"x 3/4" SLOT

3/16" STAINLESS STEEL U CHANNEL

SECTION A SECTION B

3 4" 11 2"

5/8"x 1-1/8"

SLOT

NEOPRENE

WASHER

1" 2"

11 2"

5 16

MARBLE MEMORIAL PLAQUE

NEOPRENE WASHER

ROSETTE BOLT, SEE DETAIL THIS SHEET

16"

5" 1"

1"x 1-1/2"

SLOTW

SS DROP-IN THREADED

EXPANSION SHELL ANCHOR

5/16"x 2" STAINLESS

STEEL LAG BOLT

W/ HEX HEAD

3" 1'-8"

2" O.C.

9 1/4" 1/4"

TYP.

TOP PLAQUE

4" 1 4"

BOTTOM PLAQUE

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

Call 811 or click Arizona811.com

N A

O R

R A

A, A

MEMORIAL PLAQUE WALL ELEVATION

SCALE: 1" = 2'-0"1

MEMORIAL PLAQUE WALL SECTIONS: A1 AND A2

SCALE: 3/4" = 1'-0"2 MEMORIAL PLAQUE WALL ENLARGEMENT

SCALE: 3/4" = 1'-0"3 MEMORIAL PLAQUE COLUMN LETTERING

SCALE: 3/4" = 1'-0"4

MEMORIAL PLAQUE ROSETTE BOLT

SCALE: 3/4" = 1'-0"5 MEMORIAL PLAQUE WALL ENLARGEMENT

SCALE: 3/4" = 1'-0"6 MEMORIAL PLAQUE ROSETTE BOLT

SCALE: 3/4" = 1'-0"7 MEMORIAL PLAQUE ROSETTE BOLT

SCALE: 3/4" = 1'-0"8

SP201

PLAN VIEW

SECTION A1 SECTION A2

APPROVED

06/11/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

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

Call 811 or click Arizona811.com

N A

O R

R A

A, A

MEMORIAL WALL ROSETTE ATTACHMENT - ISOMETRIC

SCALE: NTS1

SP202ROSETTE PLATE LOCATION LAYOUT

SCALE: NTS2

BLANK MEMORIAL WALL PLAQUE

SCALE: NTS3

NOTE: MARBLE MEMORIAL PLAQUES TO BE PROVIDED BY THE VETERANS ADMINISTRATION (VA) CONTRACTOR TO PROVIDE ALL FASTENING

DEVICES AND INSTALL ALL VA SUPPLIED MEMORIAL PLAQUES

GENERAL NOTES

1. ALL DIMENSIONAL TOLERANCES ARE ± 16" UNLESS OTHERWISE SPECIFIED

2. THE TOP AND ALL SIDES SHALL BE FREE OF SCRATCHES, SAW MARKS, CHIPS OR CRACKS. FINISHED MEMORIAL PLAQUES SHALL BE

CRATED FOR SHIPMENT

3. MARBLE MEMORIAL PLAQUES SHALL BE FREE OF CRACKS, SEAMS OR STARTS WHICH MAY IMPAIR ITS INTEGRITY.

4. ALL MEMORIAL PLAQUES INSTALLED BY CONTRACTOR THAT DO NO MEET GOVERNMENT SPECIFICATIONS DESCRIBED IN THESE NOTES

AND DETAILS SHALL BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE.

5. PROVIDE SMOOTH 18" ROUNDED EDGES ALONG BOTH FRONT AND BACKSIDES. ROUNDING MUST BE CONSISTENT.

6. PROVIDE CONSISTENT, HONED, 80 GRIT FINISH ON ALL SIX SIDES.

7. DEFLECTION FROM TRUE PLANE MUST BE LESS THAN 1

32"

8. TOLERANCE FOR LENGTH, WIDTH, AND THICKNESS IS ± 1

32".

11 1/4"

3/4"

- EPOXY COAT

APPROVED

06/11/2025

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.

5 FT

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").

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

Call 811 or click Arizona811.com

N A

O R

R A

A, A

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

FLOWER WATER STATION DETAIL3 N.T.S

WATER SPIGOT DETAIL4 N.T.S

FLORAL SIGN5 N.T.S

SP203

GRAVE SITE SECTION IDENTIFIER2 N.T.S GRAVEL DRAIN6

19 59

APPROVED

06/11/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

Call 811 or click Arizona811.com

N A

O R

R A

A, A

NOTESGENERAL

SP204

DOUBLE DEPTH LAWN CRYPT - SECTION VIEW1 CRYPT PERIMETER - SECTION VIEW2

DOUBLE DEPTH LAWN CRYPT INSTALLATION3

N.T.S N.T.S

N.T.S

DOUBLE DEPTH LAWN CRYPT (STANDARD SIZED)4 N.T.S

DOUBLE DEPTH LAWN CRYPT (OVER SIZED)5 N.T.S

LIFTING LUG DETAIL6 N.T.S

20 59

APPROVED

06/11/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

working days before you begin excavation

Call 811 or click Arizona811.com

N A

O R

R A

A, A

STREET SIGN BASE, MAG STD. DTL. 1311 N.T.S

SP205

CONCRETE JOINTING DETAIL5 N.T.S

CONCRETE ROLL CURB6 N.T.S

EXISTING BRONZE SURFACE MOUNT PLAQUES 1-424

DETAILED DOUBLE DEPTH LAWN CRYPT INSTALLATION PLAN3 N.T.S

CONCRETE BURIAL GRID CONTROL MONUMENT2 N.T.S

STORM DRAIN CLEAN OUT7 N.T.S

Dowel Connection

APPROVED

06/11/2025

REVIEW BY:

SEE REVIEW LETTER FOR MORE INFORMATION.

ICV

ICVICV

80212 4681.720

BRK1 B

80213 4683.927

BRK1 E

80214 4683.993

BRK2 B

80215 4681.153

BRK2 E

ICVICV

Y D

ICV

WMWM

ICV

ICVWS

ICVICVICV

ICV

X X

CEMETERY

EVESESEVEQ

EOEOEO

ICVICVICV

ICV

ICVICVICVICV

ICVICVICVICVICV

ICV

E E

EVE

ICVICVICVICVICV

ICV

ICVICV

ICV

ICVICVICVICV

ICV

ICVICV

ICV EQ

ICV

ICVICV

ICV

ICVICV

ICV

ICVICVICV

ICV

ICVICVICV ICV ICVICVICVICV

ICV

ICVICV

ICVICVICVICVICV

ICVICVICVICV

ICV

ICVICV

ICV

ICVICV

ICV

ICVICV

ICV

ICVICV

ICV

ICVICV

ICVICVICVICVICVICVICV

ICV

ICVICVICVICVICVICV

ICVICV

ICVICVICVICVICVICVICVICVICVICVICVICVICV ICV

ICV

ICVICVICVICVICVICV

ICV

ICVICV

ICVICVICV

ICV

ICVICV

ICV

ICVICV

ICV

ICVICV

ICVICVICVICV

ICVICVICVICVICVICVICVICV

ICV

ICVICVICVICVICVICVICV

ICVICVICV

ICVICV

ICV

ICVICVICVICV

ICV

ICVICVICV

ICVICV

ICV

ICVICV

ICV

ICVICV

ICV

ICVICV

ICV

ESEQ

ICV

X X

4700 4700

SCATTERED

VEGETATION

SCATTERED

VEGETATION

SCATTERED

VEGETATION

SCATTERED

VEGETATION

WEST 1.33 CH (87.78')(R4)

N89° 54' 36"W 86.08' (M)

CALCULATED 15.5M GLO

125' DRAINAGE ESMT

BUSBY DRIVE DETENTION BASIN

ESMT NO. DACA09-2-86-302

FEE# 1985-24267, CCR

TRACT 1

5,662,787 SF ±

130.000 AC ±

100.00' ACCESS ESMT

SHOWN ON SURVEY (R1)

X X

26.00' MILITARY

INGRESS/EGRESS ESMT

FEE# 2001-616041, CCR

30.00' ELECTRIC &

TELEPHONE ESMT

FEE# 2001-616041, CCR

N21° 19' 40"W

(R)

2289.20' (C)(R)

S68° 40' 20"W 2473.70' (C)

S68º 13' 47"W 2473.70' (R)

S21º 46' 13"E 1780.04' (R)

S21° 19' 40"E 1780.04' (C)

S21° 19' 43"E (C)

S21º 46' 16"E (R)

509.16' (C)(R)

RBED WIRE FENCE RUNS

ROPERTY LINES

15.96 CH (R4)

1053.36' (C)

4" W

05 47

04 03

4694 4693

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

Call 811 or click Arizona811.com

N A

O R

R A

A, A

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 GRAVE EXPANSION SITE PROJECT:

CUT 4,257 CY

FILL 223 CY

N…

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