W912PP24R0003 Guided Missile Bldg Salinas Peak - Solicitation Drawings.pdf

PDF 38 MB Posted Jun 14, 2024

Attached to: Guided Missile Building Salinas Peak for White Sands Missile Range, New Mexico
Solicitation number: W912PP24R0003
Issued by: Department of the Army Corps of Engineers Engineering District Albuquerque

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Written by GovTribe AI · Jun 14, 2024

This document appears to be a set of solicitation drawings associated with Solicitation Number W912PP24R0003 for the Guided Missile Building Salinas Peak project at White Sands Missile Range in New Mexico.

The project consists of constructing a 1,200 SF Shelter-In-Place facility, renovating an 800 SF Observation Bunkhouse, building a 2,827 SF reinforced concrete test pad, and installing electrical infrastructure including two 500 kVA generators, a fuel tank, switchgear, and utility connections. The procurement will be competed via an Unrestricted Lowest Price Technically Acceptable RFP source selection process, with NAICS code 236220 and a $45 million size standard. The federal agency involved is the U.S. Army Corps of Engineers, Engineering District Albuquerque.

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W912PP23R0003 Guided Missile Bldg Salinas Peak - Solicitation Specifications.pdf	PDF	Jun 11, 2024
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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

ALBUQUERQUE DISTRICT

WHITE SANDS MISSILE RANGE

GUIDED MISSILE BUILDING, SALINAS PEAK

SOLICITATION DRAWINGS - NOT FOR CONSTRUCTION

PN# 093666

W912PP24R0003

MAY 2024

C E

C O

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ALL

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US Army Corps of Engineers

U .S

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US Army Corps of Engineers ®

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

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US Army Corps of Engineers

U .S

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INDEX OF DRAWINGS

GENERAL

ARCHITECTURAL

AD-101

A-101 A-102 A-201 A-601 A-101

A-102 A-103 A-201 A-301

BUNKHOUSE DEMOLITION PLAN

BUNKHOUSE FINISH PLAN

BUNKHOUSE REFLECTED CEILING PLAN

BUNKHOUSE EXTERIOR ELEVATIONS

BUNKHOUSE SCHEDULES

SHELTER-IN-PLACE FLOOR PLAN INCLUDING LIFE SAFETY,

REFLECTED CEILING PLAN, AND CODE ANALYSIS

SHELTER-IN-PLACE ROOM FINISH PLAN, ELEVATIONS AND SCHEDULES

SHELTER-IN-PLACE ROOF PLAN

SHELTER-IN-PLACE EXTERIOR ELEVATIONS

SHELTER-IN-PLACE BUILDING SECTIONS

G-001 G-002 G-003

COVER SHEET

INDEX OF DRAWINGS

PROJECT LOCATION & HAUL ROUTES, VICINITY MAP AND STAGING

AREA

MECHANICAL

M-001 M-101 M-501 M-601 M-700 M-701

MECHANICAL LEGENDS

SHELTER-IN-PLACE MECHANICAL PLAN

MECHANICAL DETAILS

MECHANICAL SCHEDULE

HVAC CONTROLS LEGEND

HVAC CONTROLS

ELECTRICAL

E-001

ED101

ES101

ES102

ES103

ES501

ES502

ES503

EG101

EP601

EP602

EP603

EP604

EL101

EL601

EG101

EL101

EP101

EP102

EP601

ET101

ET501

ET502

LEGEND AND ABBREVIATIONS

ELECTRICAL SITE DEMOLITION PLAN

ELECTRICAL OVERALL SITE PLAN

ELECTRICAL YARD ENLARGED PLAN

PINNACLE LIGHTING & GROUNDING PLAN

SITE DETAILS I

SITE DETAILS II

PINNACLE LIGHTNING GROUNDING DETAILS

ELECTRICAL YARD GROUNDING PLAN

ONE-LINE DIAGRAM PT.1

ONE-LINE DIAGRAM PT.2

ONE-LINE DIAGRAM PT.3

PANEL SCHEDULE PNL-1

LIGHTING PLAN - BUNKHOUSE

LIGHTING FIXTURE SCHEDULE - BUNKHOUSE

ELECTRICAL GROUNDING PLAN SHELTER-IN-PLACE

LIGHTING PLAN SHELTER-IN-PLACE

ELECTRICAL POWER PLAN SHELTER-IN-PLACE

HVAC POWER PLAN SHELTER-IN-PLACE

ONE-LINE DIAGRAM & PANEL SCHEDULE SHELTER-IN-PLACE

COMMUNICATIONS PLAN SHELTER-IN-PLACE

TELECOMMUNICATIONS DETAILS I

TELECOMMUNICATIONS DETAILS II

CIVIL

CD101

CE101

CE102

CS101

CS102

CS103

CG101

CG102

C-501 C-502 C-503 C-504

DEMOLITION PLAN

EROSION CONTROL PLAN I

EROSION CONTROL PLAN II

OVERALL SITE PLAN

SITE & UTILITY PLAN I

SITE & UTILITY PLAN II

GRADING PLAN I

GRADING PLAN II

DETAILS I

DETAILS II

DETAILS III

DETAILS IV

STRUCTURAL

S-001 S-002 S-003 S-004 S-101 S-102 S-103 S-201 S-301 S-501 S-502

GENERAL STRUCTURAL NOTES

GENERAL STRUCTURAL NOTES AND ABBREVIATIONS

STRUCTURAL CONCRETE DETAILS

CONTRACTION AND CONSTRUCTION JOINT DETAILS

PINNACLE SLAB-ON-GRADE PLAN

SHELTER-IN-PLACE BUILDING PLANS

BOLTED FIRE WATER TANK FOUNDATION PLAN AND SECTION

SHELTER-IN-PLACE BUILDING ELEVATIONS

SHELTER-IN-PLACE BUILDING SECTIONS

SHELTER-IN-PLACE BUILDING DETAILS

PLUMBING

P-001

PD101

P-101 P-102 P-103 P-501 P-601 P-701

PLUMBING LEGEND

BUNKHOUSE PLUMBING DEMOLITION PLAN

BUNKHOUSE PLUMBING PLAN

SHELTER-IN-PLACE PLUMBING PLAN

SHELTER-IN-PLACE PLUMBING RISERS

PLUMBING DETAILS

PLUMBING SCHEDULE

SHELTER-IN-PLACE SEPTIC CONTROLS

ALL

GEOTECHNICAL

B-101 B-501 B-701 B-702 B-703 B-704 B-705

SITE PLAN AND BOREHOLE LOCATIONS

SECTIONS AND DETAILS

BORING LOGS I

BORING LOGS II

BORING LOGS III

BORING LOGS IV

BORING LOGS V

ALL

FIRE PROTECTION

FA101

FA601

FIRE ALARM PLAN - BUNKHOUSE

FIRE ALARM DETAILS

BLDG SHEET DESCRIPTION

C E

F D

G-002

ALL

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SCALE: NTS

PROJECT LOCATION & HAUL ROUTESA1

1. CLEARING AND GRUBBING MUST REMAIN WITHIN THE CONSTRUCTION EASEMENT BOUNDARY SHOWN. SEE SPECIFICATION 31

11 00 CLEARING AND GRUBBING FOR ADDITIONAL REQUIREMENTS.

2. CONTRACTOR MUST DISPOSE OF ALL NON-HAZARDOUS SOLID WASTE RESULTING FROM CONSTRUCTION AND DEMOLITION (C&D) AT AN OFF-SITE SOLID WASTE OR RECYCLING FACILITY APPROVED BY THE CONTRACTING OFFICER.

3. CONTRACTOR IS AUTHORIZED TO RECYCLE SCRAP METAL, ASPHALT, CONCRETE AND CLEAN FILL ON-SITE. CONTRACTOR MUST COORDINATE WITH WSMR GARRISON ENVIRONMENTAL DIVISION SOLID WASTE COMPLIANCE MANAGER (505) 678-2415, AND COMPLETE AND SUBMIT THE WSMR DIVERTED/STOCKPILED MATERIALS MONTHLY REPORT FORM, D-2.

4. OTHER ACCEPTABLE C&D DEBRIS IS AUTHORIZED TO BE DISPOSED OF AT THE WSMR C&D LANDFILL. FORM D-3 IDENTIFIES C&D DEBRIS ACCEPTED AT THE ON-SITE C&D LANDFILL. CONTRACTOR MUST REPORT THE TONS AND TYPE OF MATERIAL

RECYCLED AND DISPOSED TO THE GOVERNMENT.

5. CONTRACTOR IS AUTHORIZED TO RECYCLE ALL SCRAP METAL, INCLUDING BUT NOT LIMITED TO STEEL, ALUMINUM, COPPER, COPPER WIRE, BRASS, AND PIPES AT THE ON-SITE SCRAP METAL YARD. METAL YARD WILL BE ACCESSIBLE MONDAY

THROUGH THURSDAY, 0730 TO 1130, AND 1230 TO 1430.

6. CONCRETE SHALL BE CRUSHED IN ACCORDANCE WITH WSMR AND NEW MEXICO AIR QUALITY REGULATIONS AND GOVERNMENT SPECIFICATIONS. CONTRACTOR SHALL APPLY FOR A GENERAL CONSTRUCTION PERMIT THROUGH THE NEW MEXICO ENVIRONMENT DEPARTMENT. CONTRACTOR MUST COORDINATE WITH WSMR GARRISON ENVIRONMENTAL DIVISION

AIR QUALITY PROGRAM MANAGER (575) 678-2225 BEFORE ANY CRUSHING OPERATIONS BEGIN.

7. CONTRACTOR MUST HAVE A FUGITIVE DUST CONTROL PERMIT AND DIGGING PERMIT APPROVED BY THE WSMR

ENVIRONMENTAL DIVISION PRIOR TO START OF DEMOLITION.

8. EXISTING SITE FEATURES THAT ARE NOT INDICATED TO BE DEMOLISHED MUST BE PROTECTED IN PLACE. SEE

SPECIFICATION 02 41 00 DEMOLITION AND DECONSTRUCTION FOR ADDITIONAL INFORMATION.

CONSTRUCTION & DEMOLITION WASTE NOTES

1. THE CONTRACTOR SHALL COORDINATE ACCESS TO AND TRAVEL WITHIN WSMR WITH THE CONTRACTING OFFICER.

2. THE CONTRACTOR SHALL SUPPLY ALL TRAFFIC CONTROL DEVICES AND PERSONNEL REQUIRED TO MAINTAIN SAFETY AND TRAFFIC FLOW DURING THE ENTIRE LENGTH OF THE CONSTRUCTION ACTIVITIES FOR THIS PROJECT.

3. THE CONTRACTOR SHALL COORDINATE ALL SAFETY AND TRAFFIC CONTROL PROCEDURES WITH THE CONTRACTING

OFFICER.

HAUL ROUTE NOTES

1. FILE COORDINATE SYSTEM: REFERENCE SHEET CS102 FOR HORIZONTAL CONTROL

AND VERTICAL DATUM COORDINATE INFORMATION.

2. THE CONTRACTOR SHALL ABIDE BY ALL LOCAL, STATE, AND FEDERAL LAWS, RULES

AND REGULATIONS THAT APPLY TO THE CONSTRUCTION OF THESE IMPROVEMENTS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL

TRADES CONCERNED AND SHALL BE RESPONSIBLE FOR VERIFYING AND PROVIDING

AS-BUILT DRAWINGS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

4. CONTRACTOR SHALL LOCATE/VERIFY DATA FOR ALL BENCHMARKS AND CONTROL

POINTS BY REGISTERED SURVEYOR AND SUBMIT REPORT TO COR BEFORE STARTING

ANY DEMOLITION/CONSTRUCTION.

5. CONTRACTOR SHALL MARK/PROTECT WITH FENCE ALL BENCH MARKS AND CONTROL

POINTS LOCATED WITHIN THE AREAS OF CONSTRUCTION.

6. ALL DISTURBED BENCH MARKS AND CONTROL POINTS TO REMAIN IN PLACE SHALL BE

REPLACED BY A PROFESSIONAL SURVEYOR REGISTERED IN THE STATE OF NEW

MEXICO, APPROVED BY THE CONTRACTING OFFICER AT THE EXPENSE OF THE

CONTRACTOR.

7. IF ANY BENCH MARKS AND CONTROL POINTS MUST BE DEMOLISHED FOR

CONSTRUCTION, CONTRACTOR SHALL RELOCATE BENCHMARK AND PROVIDE NEW

DATA ON AS-BUILTS.

8. CONTRACTOR SHALL NOT OBSTRUCT ROADS WITH PARKING OF CONSTRUCTION

EQUIPMENT OR SOIL WASTE. THE CONTRACTOR SHALL NOT STORE ANY EQUIPMENT

OR MATERIAL WITHIN THE ROAD RIGHT-OF-WAY, THE CONTRACTOR SHALL PARK

EQUIPMENT AND VEHICLES SO AS NOT TO INTERFERE WITH NORMAL ACTIVITIES OF

THE WSMR MAIN POST, OTHER CONTRACTORS, OR GOVERNMENT EMPLOYEES AT ALL

TIMES DURING CONSTRUCTION.

9. AT NO TIME SHALL THE CONTRACTOR SERVICE, FUEL OR REPAIR CONSTRUCTION

EQUIPMENT OR VEHICLES WITHIN THE DESIGNATED CONSTRUCTION AREAS WITHOUT

PERMISSION OF THE CONTRACTING OFFICER.

10. CONTRACTOR SHALL RECORD PRIOR TO COMMENCING WORK THE CONDITION OF

TEMPORARY ACCESS/HAUL ROADS, STAGING AREA(S) AND ENTIRE PROJECT SITE

PRIOR TO CONSTRUCTION. CONTRACTOR SHALL RESTORE FEATURES NOT TO BE

DISTURBED OR DEMOLISHED TO THEIR PRE-CONSTRUCTION CONDITION OR BETTER

UPON COMPLETION OF CONSTRUCTION AND FINAL ACCEPTANCE. COSTS

ASSOCIATED WITH THESE REPAIRS SHALL BE INCIDENTAL TO THE COST OF

MOBILIZATION FOR THE PROJECT. THIS SHALL BE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

11. STAGING AREA SHALL INCLUDE TEMPORARY FENCES AROUND THE ENTIRE

PERIMETER. COSTS FOR TEMPORARY FENCES SHALL BE INCIDENTAL TO PROJECT

MOBILIZATION AND SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

12. CONSTRUCTION SHALL BE COMPLETED WITH THE APPROVED CONSTRUCTION PLANS

AND SPECIFICATIONS PROVIDED. IF DISCREPANCIES OCCUR BETWEEN

CONSTRUCTION PLANS AND EXISTING FIELD CONDITIONS, THE CONTRACTOR SHALL

NOTIFY THE CONTRACTING OFFICER IMMEDIATELY.

13. CONTRACTOR SHALL WORK WITHIN THE CONSTRUCTION LIMITS PROVIDED.

14. ANY EXISTING FEATURE/UTILITY NOT DESIGNATED TO BE REMOVED THAT IS

REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED TO THE

ORIGINAL CONDITION BY THE CONTRACTOR AT NO EXPENSE TO THE GOVERNMENT.

15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, WHETHER INDICATED ON

THESE PLANS OR NOT, TO VERIFY THE LOCATION, DEPTH, AND CONDITION OF ALL

EXISTING UTILITIES AND SUBSTRUCTURES AND PROTECT THEM FROM DAMAGE.

CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND CONDUCT ALL

NECESSARY FIELD INVESTIGATIONS PRIOR TO ANY EXCAVATION.

16. CONTRACTOR MUST COORDINATE WITH WSMR DPW FOR THE CONNECTION TO THE

EXISTING 8-INCH WATER MAIN. WSMR DPW SHALL PERFORM THE HOT TAP FOR THE

NEW WATER LATERAL.

17. CONTRACTOR TO FIELD LOCATE ALL UNDERGROUND UTILITIES PRIOR TO

INSTALLATION.

18. CONTRACTOR TO CONSTRUCT GRAVEL ROAD PER SECTION (RE: B-501) AND MATCH

GRADES OF EXISTING ROAD.

19. GRAVEL ROAD ALIGNMENT AND HATCHED AREA SHOWN IS FOR INFORMATION ONLY

AND ARE APPROXIMATE; CONTRACTOR SHALL ADJUST HORIZONTAL ALIGNMENT AS

NEEDED TO AVOID OBSTRUCTIONS NOT IDENTIFIED ON PLANS TO ENSURE

CONSTRUCTION OF MINIMUM 12 FT WIDE GRAVEL ROAD WITH CONTRACTING OFFICER

APPROVAL.

20. CONTRACTOR SHALL WORK TO AVOID CREATING LOW SPOTS IN THE ROAD AFTER

PLACEMENT OF GRAVEL THAT WILL POND STORMWATER; CONTRACTOR SHALL

NOTIFY CONTRACTING OFFICER IMMEDIATELY IF REPLACING EXISTING GRADES WILL

CAUSE PONDING ISSUES WITH NEW ROAD.

21. REFER TO SHEETS C-501 THROUGH C-504 FOR DETAILS.

GENERAL NOTES

SCALE: NTS

VICINITY MAPE17

NORTH

PROJECT LOCATION

ACCESS & HAUL ROUTE

STALLION GATE

HIGHWAY 380

H W

APPROX 12.5 MILES

TO INTERSTATE 25

R P RTE 7

APPRO

X 50 M

ILES

PRO

JECT SITE

R P

APPR

X 50 M

ILES

JEC

T SITE

R P RTE 7

WSMR P RTE 13

R P

R P RTE 5

WSMR P

RTE 16

WSMR S

RTE 327

NORTH

SITE LOCATION

SCALE: NTS

ENLARGED SITE MAPA12

NORTH

SCALE: NTS

OFFSITE STAGING AREAA17

NORTH

OFFSITE STAGING AREA

PROJECT LOCATION

OFFSITE STAGING AREA

WSMR S

RTE 327

WSMR S

RTE 327

APPROX 4.5 MILES

TO PROJECT SITE

OFFSITE STAGING AREA

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AutoCAD SHX Text Clovis

AutoCAD SHX Text Ft. Sumner

AutoCAD SHX Text Carlsbad

AutoCAD SHX Text Tucumcari

AutoCAD SHX Text Alamogordo

AutoCAD SHX Text Deming

AutoCAD SHX Text Lordsburg

AutoCAD SHX Text Silver City

AutoCAD SHX Text Socorro

AutoCAD SHX Text Santa Fe

AutoCAD SHX Text Toas

AutoCAD SHX Text Raton

AutoCAD SHX Text Vaughn

AutoCAD SHX Text Santa Rosa

AutoCAD SHX Text

AFB

AutoCAD SHX Text Espanola

AutoCAD SHX Text Shiprock

AutoCAD SHX Text Farmington

AutoCAD SHX Text Aztec

AutoCAD SHX Text Trinidad

AutoCAD SHX Text Ft. Garland

AutoCAD SHX Text Cortez

AutoCAD SHX Text Dorango

AutoCAD SHX Text Chama

AutoCAD SHX Text Bernalillo

AutoCAD SHX Text Clayton

AutoCAD SHX Text

FT. WINGATE

AutoCAD SHX Text

ARMY DEPOT

AutoCAD SHX Text

SAC PEAK

AutoCAD SHX Text

OBSERVATORY

AutoCAD SHX Text Pecos

AutoCAD SHX Text Marfa

AutoCAD SHX Text Van Horn

AutoCAD SHX Text El Paso

AutoCAD SHX Text

FORT BLISS

AutoCAD SHX Text

PYOTE AFB

AutoCAD SHX Text N E W M E X I C 0

AutoCAD SHX Text T E X A S

AutoCAD SHX Text C O L O R A D O

AutoCAD SHX Text LAs Vegas

AutoCAD SHX Text Hobbs

AutoCAD SHX Text Roswell

AutoCAD SHX Text Carrizozo

AutoCAD SHX Text Los Cruces

AutoCAD SHX Text

HOLLOMAN AFB

AutoCAD SHX Text Albuquerque

AutoCAD SHX Text

KIRTLAND

AutoCAD SHX Text Gallup

AutoCAD SHX Text Alpine

AutoCAD SHX Text Ft. Stockton

AutoCAD SHX Text M E X I C O

AutoCAD SHX Text A R I Z O N A

AutoCAD SHX Text Phoenix

AutoCAD SHX Text Tucson

AutoCAD SHX Text Nogales

AutoCAD SHX Text FlagStaff

AutoCAD SHX Text Sedona

AutoCAD SHX Text CottenWood

AutoCAD SHX Text Sierra Vista

AutoCAD SHX Text Snowflake

AutoCAD SHX Text Show Low

AutoCAD SHX Text McNary

AutoCAD SHX Text Holbrook

AutoCAD SHX Text Prescott

AutoCAD SHX Text Wickenburg

AutoCAD SHX Text Yarnell

AutoCAD SHX Text Safford

AutoCAD SHX Text Wilcox

AutoCAD SHX Text Superior

AutoCAD SHX Text Winkelman

AutoCAD SHX Text Florence

AutoCAD SHX Text M E X I C O

AutoCAD SHX Text Gila Bend

AutoCAD SHX Text Ajo

AutoCAD SHX Text Why

AutoCAD SHX Text Tacna

AutoCAD SHX Text Dateland

AutoCAD SHX Text

TOHONO O'DHAM

AutoCAD SHX Text

NATION RESERVATION

AutoCAD SHX Text FlagStaff

AutoCAD SHX Text Cameron

AutoCAD SHX Text Tusayan

AutoCAD SHX Text Grand Canyon

AutoCAD SHX Text Tuba City

AutoCAD SHX Text Tonalea

AutoCAD SHX Text Shonto

AutoCAD SHX Text FlagStaff

AutoCAD SHX Text Page

AutoCAD SHX Text FlagStaff

AutoCAD SHX Text

HUALAPAI INDIAN

AutoCAD SHX Text

RESERVATION

AutoCAD SHX Text Village

AutoCAD SHX Text North Rim

AutoCAD SHX Text Kykotsmovi

AutoCAD SHX Text Village

AutoCAD SHX Text

HOPI

AutoCAD SHX Text

RESERVATION

AutoCAD SHX Text Kingman

AutoCAD SHX Text Lake Havasu

AutoCAD SHX Text City

AutoCAD SHX Text

WHITE SANDS MISSILE RANGE

PP4

T M

E E

BH-01

BH-02

BH-03

BH-04

BH-08

BH-06 BH-09

BORING LOCATION SCHEDULE

NAME

NSRS GRID

NORTHING

(USFT)

NSRS GRID

EASTING

(USFT)

NAVD88

ELEVATION

(USFT)

DEPTH

(FEET)

WS26-BH-23-01 836342.54 1554254.25 8944 5

WS26-BH-23-02 836391.82 1554526.11 8905 5

WS26-BH-23-03 836364.85 1554815.38 8886 5

WS26-BH-23-04 836413.92 1555105.78 8925 6

WS26-BH-23-06 836441.16 1553906.3 8929 25

WS26-BH-23-08 836475.29 1553934.20 8932 8

WS26-BH-23-09 836439.66 1553923.72 8932 30

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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1. SEE SHEET S-101 FOR THE CONCRETE PAD JOINT LAYOUT PLAN.

2. SEE SHEET B-501 FOR SECTIONS AND DETAILS.

GENERAL NOTES

60' 120'0

NORTH

SCALE: 1"=60'

SITE PLAN AND BOREHOLE LOCATIONSG1

NEW CONCRETE PAD

NEW GRAVEL ROAD

EXISTING FACILITY

NEW FACILITY

BOREHOLE

LEGEND

B-501 E10

B-501 E15

NEW PCC

PAVEMENT

SEE

STRUCTURAL

SHEETS FOR

DETAILS.

NEW

GRAVEL

ROAD

NEW

GRAVEL

ROAD

SLOPESLOPE

EXIST.

GROUND

LINE 3

1. SEE "TYPICAL AGGREGATE SURFACE COURSE CROSS

SECTION" ON THIS SHEET FOR ADDITIONAL INFORMATION.

2. VERIFY SLOPE WITH CIVIL DRAWINGS.

SEE CIVIL

SHEETS WIDTH OF ROAD

SEE CIVIL

SHEETS

11 11

EXISTING

UNPAVED ROAD

2'-0"

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

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9C B9

US Army Corps of Engineers

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1. SEE STRUCTURAL SHEET S-003 FOR ADDITIONAL CONCRETE PAD DETAILS.

2. VERIFY SLOPE DIRECTION OF ALL GRAVEL ROADS AND PAVEMENTS WITH

CIVIL DRAWINGS.

3. EXPANSION JOINT FILLER SHALL BE PROVIDED FOR THE FULL DEPTH OF THE

JOINT TO ENSURE THE PAVEMENT IS NOT IN CONTACT, AT ANY POINT, WITH

THE ABUTTING STRUCTURE.

GENERAL NOTES

SHEET KEYNOTES

3. AGGREGATE SURFACE COURSE COMPACTED TO AT LEAST 100 PERCENT

MAXIMUM DENSITY AS DETERMINED IN ACCORDANCE WITH THE

SPECIFICATIONS.

9. SUBGRADE COMPACTED TO AT LEAST 95 PERCENT MAXIMUM DENSITY AS

DETERMINED IN ACCORDANCE WITH THE SPECIFICATIONS.

11. FILL COMPACTED TO AT LEAST 90 PERCENT MAXIMUM DENSITY AS

DETERMINED IN ACCORDANCE WITH THE SPECIFICATIONS.

NOT TO SCALE

TYPICAL AGGREGATE SURFACE COURSE ROAD SECTION

B-101 L10

NOT TO SCALE

TYPICAL AGGREGATE SURFACE COURSE CROSS SECTION

B-101

NOT TO SCALE

JUNCTURE OF EXISTING UNPAVED ROAD AND NEW

AGGREGATE SURFACE COURSE

B-101 L15

D B

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SHEET ID

C . E

C . B

O W

C . B

O W

C . E

O G

S I

B-701

\W S2

\0 4_

H \D

S\ W

S2 6-

B-

W G

A M

C _B

&W .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

Q U

U E

N P

Q U

E, N

M , 8

-M

2P P-

-R

-0

W H

D S

R O

C O

U N

, N

O G

G , S

: 0

N D

- N

O T

C O

R U

O N

1. SEE SHEET B-101 FOR BOREHOLE LOCATIONS.

GENERAL NOTES

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C . E

C . B

O W

C . B

O W

C . E

O G

B-702

\W S2

\0 4_

H \D

S\ W

S2 6-

B-

W G

A M

C _B

&W .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

Q U

U E

N P

Q U

E, N

M , 8

-M

2P P-

-R

-0

W H

D S

R O

C O

U N

, N

O G

G , S

: 0

N D

- N

O T

C O

R U

O N

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C . E

C . B

O W

C . B

O W

C . E

O G

III

B-703

\W S2

\0 4_

H \D

S\ W

S2 6-

B-

W G

A M

C _B

&W .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

Q U

U E

N P

Q U

E, N

M , 8

-M

2P P-

-R

-0

W H

D S

R O

C O

U N

, N

O G

G , S

: 0

N D

- N

O T

C O

R U

O N

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C . E

C . B

O W

C . B

O W

C . E

O G

B-704

\W S2

\0 4_

H \D

S\ W

S2 6-

B-

W G

A M

C _B

&W .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

Q U

U E

N P

Q U

E, N

M , 8

-M

2P P-

-R

-0

W H

D S

R O

C O

U N

, N

O G

G , S

: 0

N D

- N

O T

C O

R U

O N

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C . E

C . B

O W

C . B

O W

C . E

O G

S V

B-705

\W S2

\0 4_

H \D

S\ W

S2 6-

B-

W G

A M

C _B

&W .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

Q U

U E

N P

Q U

E, N

M , 8

-M

2P P-

-R

-0

W H

D S

R O

C O

U N

, N

O G

G , S

: 0

N D

- N

O T

C O

R U

O N

250 SF OF CONCRETE

PAD (~12 INCHES THICK)

TO BE DEMOLISHED

25 SF OF CONCRETE

PAD (~12 INCHES THICK)

TO BE DEMOLISHED(17) 24 INCH DIAMETER CONCRETE

PEDESTALS (~24 INCHES TALL)

TO BE DEMOLISHED

(2) ABANDONED ELECTRICAL LINE

STUB-UPS TO BE CUT OFF SUFFICIENTLY

BELOW GRADE TO NOT INTERFERE WITH

NEW CONCRETE PAD PLACEMENT

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C .P

C .V

Q U

O N

CD101

ALL

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

20' 40'0

NORTH

SCALE: 1"=20'

DEMOLITION PLANA1

REFERENCE SHEET G-002 FOR GENERAL NOTES AND DEMOLITION NOTES

GENERAL NOTES

LEGEND

CONCRETE PEDESTALS

ELECTRICAL HANDHOLES

REINFORCED CONCRETE

SCALE: NTS

PLAN KEY

Q U

U E

N P

N E

Q U

U E, N M

2P P2

W H

D S

G E

R O

C O

U N

, N

O G

G , S

: 0

N D

- N

O T

C O

R U

SILT FENCE

(RE:

G17/C-504)

SILT FENCE

(RE:

G17/C-504)

SILT FENCE

(RE:

G17/C-504)

ON-SITE CONTRACTOR

TRAILER, STAGING AND

LAYDOWN AREA

~55' x ~25' STABILIZED

CONSTRUCTION ENTRANCE

(RE: A17/C-504) CONTRACTOR TO LOCATE CONSTRUCTION

ENTRANCE AND STAGING AREA SUCH THAT NO

VEHICLES WILL BYPASS STABILIZED CONSTRUCTION

ENTRANCE ENTERING OR LEAVING SITE

SILT FENCE

(RE:

G17/C-504)

EXTEND SILT FENCE TO

EDGE OF ROAD THIS SIDE

EXTEND SILT FENCE TO END OF

STABILIZED ENTRANCE THIS SIDE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C . P

C . V

Q U

O N

C O

O L

CE101

ALL

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

20' 40'0

NORTH

SCALE: 1"=20'

EROSION CONTROL PLAN IA1

SCALE: NTS

PLAN KEY

LEGEND

SILT FENCE

STABLIZED CONSTRUCTION ENTRANCE

ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN,

AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE

MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL FINAL STABILIZATION

OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES

SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN

CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A RAINFALL EVENT,

AND SHOULD BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE

FOLLOWING:

1. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF

DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES

WHEN IT REACHES ONE-THIRD TO ONE-HALF THE HEIGHT OF THE SILT

FENCE.

2. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A

CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO

ADJACENT ROADS. THIS MAY REQUIRE PERIODIC TOP DRESSING OF

THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND.

3. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN

GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY

REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS

CONDITIONS DEMAND.

MAINTENANCE NOTES

CONTRACTOR TRAILER, STAGING AND

LAYDOWN AREA

GENERAL NOTES

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PREPARE

AND OBTAIN APPROVAL OF THE REQUIRED STORMWATER POLLUTION

PREVENTION PLAN IN ACCORDANCE WITH ALL STATE AND FEDERAL

LAWS AND REGULATIONS.

2. WHEN EXISTING EROSION CONTROL DEVICES ARE PRESENT IN

LOCATIONS WHERE PROPOSED EROSION CONTROL DEVICES ARE

SHOWN IN THE PLANS, CONTRACTOR MAY ASSUME RESPONSIBILITY &

MAINTENANCE OF THOSE DEVICES IN LIEU OF INSTALLING NEW

DEVICES UPON COORDINATION WITH EXISTING CONTRACTOR'S

REPRESENTATIVES.

3. ALL CONTRACTORS AND SUB-CONTRACTORS INVOLVED WITH STORM

WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM

WATER POLLUTION PREVENTION PLAN AND THE STATE OF NEW MEXICO

POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT AND

BECOME FAMILIAR WITH THEIR CONTENTS.

4. THE TEMPORARY PARKING AND STORAGE AREA SHALL ALSO BE USED

AS THE EQUIPMENT MAINTENANCE AREA, EQUIPMENT CLEANING AREA,

EMPLOYEE BREAK AREA AND AREA FOR LOCATING PORTABLE

FACILITIES, OFFICE TRAILERS AND TOILET FACILITIES. THE EXACT

LOCATIONS SHALL BE COORDINATED WITH THE OWNER'S

CONSTRUCTION MANAGER.

5. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING,

EQUIPMENT CLEANING, ETC.) SHALL BE DISPOSED OF IN A MANNER

THAT PREVENTS CONTACT BETWEEN THESE MATERIALS AND STORM

WATER THAT IS DISCHARGED FROM THE SITE.

6. MAINTAIN ON SITE OR HAVE READILY AVAILABLE SUFFICIENT OIL AND

GREASE ABSORBING MATERIALS AND FLOTATION BOOMS TO CONTAIN

AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS.

7. DUST ON THE SITE SHALL BE CONTROLLED BY SPRAYING WATER ON

DRY AREAS OF THE SITE. THE USE OF MOTOR OILS AND OTHER

PETROLEUM BASED TOXIC LIQUIDS FOR DUST SUPPRESSION

OPERATIONS IS STRICTLY PROHIBITED.

8. NO RUBBISH, TRASH, GARBAGE OR OTHER SUCH MATERIALS SHALL BE

DISCHARGED INTO DRAINAGE DITCHES OR WATERS OF THE STATE.

9. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED

ON THE PLAN AND IN THE STORM WATER POLLUTION PREVENTION

PLAN, SHALL BE INITIATED AS SOON AS PRACTICAL.

10. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL

CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE

MAJORITY OF THE DIRT OR MUD, THEN THE TIRES MUST BE WASHED

PRIOR TO THE VEHICLES ENTERING A WHITE SAND MISSILE RANGE

(WSMR) INSTALLATION ROADWAY. IF WASHING IS USED, PROVISIONS

MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE

SEDIMENT BEFORE IT IS CARRIED OFF OF THE SITE. THE EXACT

LOCATION AND SIZE OF THE BASINS SHALL BE COORDINATED WITH THE

ENGINEER AND THE OWNER'S CONSTRUCTION MANAGER.

11. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM

VEHICLES ONTO WSMR INSTALLATION ROADWAYS OR INTO STORM

DRAINS MUST BE REMOVED IMMEDIATELY

12. CONTRACTORS OR SUB-CONTRACTORS WILL BE RESPONSIBLE FOR

REMOVING SEDIMENT IN THE DETENTION POND (IF APPLICABLE) AFTER

THE STABILIZATION OF THE SITE AND ALSO ANY SEDIMENT THAT MAY

HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS.

13. IF SOIL STOCKPILING IS EMPLOYED ON THE SITE, SILT FENCING SHALL

BE USED AROUND THE STOCK PILES PERIMETER TO CONTAIN THE

SEDIMENT.

14. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE

GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION.

15. SEDIMENT BASINS ARE ATTRACTIVE TO CHILDREN AND CAN BE VERY

DANGEROUS IN ALL CASES. WSMR INSTALLATION ORDINANCES AND

REGULATIONS REGARDING HEALTH AND SAFETY MUST BE ADHERED TO.

16. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL

BE DISPOSED OF WITHIN 30 DAYS AFTER FINAL STABILIZATION. FINAL

STABILIZATION HAS OCCURRED WHEN ALL SOIL DISTURBING ACTIVITIES

ARE COMPLETED AND A UNIFORM PERENNIAL VEGETATIVE COVER WITH

A DENSITY OF 70% OF THE COVER FOR UNPAVED AREAS AND AREAS

NOT COVERED BY PERMANENT STRUCTURES HAS BEEN EMPLOYED.

17. DUE TO GRADE CHANGES DURING THE DEVELOPMENT OF THE

PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING

THE EROSION CONTROL MEASURES (SILT FENCE, STRAW BALES, CHECK

DAMS, INLET PROTECTION SYSTEMS, ETC.) TO HELP PREVENT EROSION

AND STORM WATER POLLUTION.

18. ALL OFF-SITE CONSTRUCTION SHALL BE STABILIZED AT THE END OF

EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR

STORM DRAINS AND UTILITY CONSTRUCTION AND PLACEMENT OF

GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION.

Q U

U E

N P

N E

Q U

U E, N M

2P P2

W H

D S

O C

O U

, N

G U

B U

, S

: 0

N D

- N

O T

C O

R U

SILT FENCE

(RE:

G17/C-504)

SILT FENCE

(RE:

G17/C-504)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C . P

C . V

Q U

O N

C O

O L

CE102

ALL

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

20' 40'0

NORTH

SCALE: 1"=20'

EROSION CONTROL PLAN IIA1

SCALE: NTS

PLAN KEY

LEGEND

SILT FENCE

STABLIZED CONSTRUCTION ENTRANCE

CONTRACTOR TRAILER, STAGING AND

LAYDOWN AREA

ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN,

AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE

MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL FINAL STABILIZATION

OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES

SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN

CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A RAINFALL EVENT,

AND SHOULD BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE

FOLLOWING:

1. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF

DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES

WHEN IT REACHES ONE-THIRD TO ONE-HALF THE HEIGHT OF THE SILT

FENCE.

2. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A

CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO

ADJACENT ROADS. THIS MAY REQUIRE PERIODIC TOP DRESSING OF

THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND.

3. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN

GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY

REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS

CONDITIONS DEMAND.

MAINTENANCE NOTES

GENERAL NOTES

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PREPARE

AND OBTAIN APPROVAL OF THE REQUIRED STORMWATER POLLUTION

PREVENTION PLAN IN ACCORDANCE WITH ALL STATE AND FEDERAL

LAWS AND REGULATIONS.

2. WHEN EXISTING EROSION CONTROL DEVICES ARE PRESENT IN

LOCATIONS WHERE PROPOSED EROSION CONTROL DEVICES ARE

SHOWN IN THE PLANS, CONTRACTOR MAY ASSUME RESPONSIBILITY &

MAINTENANCE OF THOSE DEVICES IN LIEU OF INSTALLING NEW

DEVICES UPON COORDINATION WITH EXISTING CONTRACTOR'S

REPRESENTATIVES.

3. ALL CONTRACTORS AND SUB-CONTRACTORS INVOLVED WITH STORM

WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM

WATER POLLUTION PREVENTION PLAN AND THE STATE OF NEW MEXICO

POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT AND

BECOME FAMILIAR WITH THEIR CONTENTS.

4. THE TEMPORARY PARKING AND STORAGE AREA SHALL ALSO BE USED

AS THE EQUIPMENT MAINTENANCE AREA, EQUIPMENT CLEANING AREA,

EMPLOYEE BREAK AREA AND AREA FOR LOCATING PORTABLE

FACILITIES, OFFICE TRAILERS AND TOILET FACILITIES. THE EXACT

LOCATIONS SHALL BE COORDINATED WITH THE OWNER'S

CONSTRUCTION MANAGER.

5. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING,

EQUIPMENT CLEANING, ETC.) SHALL BE DISPOSED OF IN A MANNER

THAT PREVENTS CONTACT BETWEEN THESE MATERIALS AND STORM

WATER THAT IS DISCHARGED FROM THE SITE.

6. MAINTAIN ON SITE OR HAVE READILY AVAILABLE SUFFICIENT OIL AND

GREASE ABSORBING MATERIALS AND FLOTATION BOOMS TO CONTAIN

AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS.

7. DUST ON THE SITE SHALL BE CONTROLLED BY SPRAYING WATER ON

DRY AREAS OF THE SITE. THE USE OF MOTOR OILS AND OTHER

PETROLEUM BASED TOXIC LIQUIDS FOR DUST SUPPRESSION

OPERATIONS IS STRICTLY PROHIBITED.

8. NO RUBBISH, TRASH, GARBAGE OR OTHER SUCH MATERIALS SHALL BE

DISCHARGED INTO DRAINAGE DITCHES OR WATERS OF THE STATE.

9. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED

ON THE PLAN AND IN THE STORM WATER POLLUTION PREVENTION

PLAN, SHALL BE INITIATED AS SOON AS PRACTICAL.

10. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL

CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE

MAJORITY OF THE DIRT OR MUD, THEN THE TIRES MUST BE WASHED

PRIOR TO THE VEHICLES ENTERING A WHITE SAND MISSILE RANGE

(WSMR) INSTALLATION ROADWAY. IF WASHING IS USED, PROVISIONS

MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE

SEDIMENT BEFORE IT IS CARRIED OFF OF THE SITE. THE EXACT

LOCATION AND SIZE OF THE BASINS SHALL BE COORDINATED WITH THE

ENGINEER AND THE OWNER'S CONSTRUCTION MANAGER.

11. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM

VEHICLES ONTO WSMR INSTALLATION ROADWAYS OR INTO STORM

DRAINS MUST BE REMOVED IMMEDIATELY

12. CONTRACTORS OR SUB-CONTRACTORS WILL BE RESPONSIBLE FOR

REMOVING SEDIMENT IN THE DETENTION POND (IF APPLICABLE) AFTER

THE STABILIZATION OF THE SITE AND ALSO ANY SEDIMENT THAT MAY

HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS.

13. IF SOIL STOCKPILING IS EMPLOYED ON THE SITE, SILT FENCING SHALL

BE USED AROUND THE STOCK PILES PERIMETER TO CONTAIN THE

SEDIMENT.

14. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE

GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION.

15. SEDIMENT BASINS ARE ATTRACTIVE TO CHILDREN AND CAN BE VERY

DANGEROUS IN ALL CASES. WSMR INSTALLATION ORDINANCES AND

REGULATIONS REGARDING HEALTH AND SAFETY MUST BE ADHERED TO.

16. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL

BE DISPOSED OF WITHIN 30 DAYS AFTER FINAL STABILIZATION. FINAL

STABILIZATION HAS OCCURRED WHEN ALL SOIL DISTURBING ACTIVITIES

ARE COMPLETED AND A UNIFORM PERENNIAL VEGETATIVE COVER WITH

A DENSITY OF 70% OF THE COVER FOR UNPAVED AREAS AND AREAS

NOT COVERED BY PERMANENT STRUCTURES HAS BEEN EMPLOYED.

17. DUE TO GRADE CHANGES DURING THE DEVELOPMENT OF THE

PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING

THE EROSION CONTROL MEASURES (SILT FENCE, STRAW BALES, CHECK

DAMS, INLET PROTECTION SYSTEMS, ETC.) TO HELP PREVENT EROSION

AND STORM WATER POLLUTION.

18. ALL OFF-SITE CONSTRUCTION SHALL BE STABILIZED AT THE END OF

EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR

STORM DRAINS AND UTILITY CONSTRUCTION AND PLACEMENT OF

GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION.

SCALE: NTS

PLAN KEY

Q U

U E

N P

N E

Q U

U E, N M

2P P2

W H

D S

O C

O U

, N

G U

B U

, S

: 0

N D

- N

O T

C O

R U

PINNACLE CONCRETE

SLAB-ON-GRADE

FIRE PROTECTION WATER TANK

GRAVEL ROADSHELTER-IN-PLACE BUILDING

BUNKHOUSE

ELECTRICAL YARD

SEWAGE HOLDING TANK

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C . P

C . V

Q U

CS101

ALL

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

NORTH

SCALE: NTS

OVERALL SITE PLANA1

SCALE: NTS

PLAN KEY

Q U

U E

N P

N E

Q U

U E, N M

2P P2

W H

D S

O C

O U

, N

G U

B U

, S

: 0

N D

- N

O T

C O

R U

30 89

20 89

8919 89

BUILDING 32258

BUILDING 32262

(THIS AREA NOT IN CONTRACT)

REFERENCE ES101 FOR ALL

INFORMATION THIS AREA

BP01

BP02

BP04

BP03

7,500 GALLON FIRE PROTECTION WATER

STORAGE TANK (RE: C6/C-504)

(8) CONCRETE FILLED PIPE

BOLLARDS (RE: S-003)

CONCRETE FOUNDATION FOR WATER

STORAGE TANK (RE: S-103)

290 LF OF NEW SECURITY

FENCE; NOT INCLUDING

GATES (RE: C-503 & C-504)

CAUTION!!! OVERHEAD

ELECTRIC LINES THIS AREA.

CAUTION!!! OVERHEAD

ELECTRIC LINES THIS AREA.

EXISTING LP TANK

TO REMAIN

RELOCATE OVERHEAD POWER

LINE TO NEW POLE (RE: ES101)

4 FT WIDE PERSONNEL

GATE (RE: A2/C-503)

NEW POWER POLES

(RE: ES101)

20 FT WIDE DOUBLE SWING

VEHICLE GATE (RE: H7/C-503)

BEGIN GRAVEL ROAD

NORTHING 836338.8115

EASTING 1554247.2432

SS01

ELECTRIC SERVICE POINT OF CONNECTION

FOR SHELTER-IN-PLACE BUILDING AT

EXISTING TRANSFORMER (RE: ES101)

UNDERGROUND ELECTRIC

SERVICE (RE: ES101)

SHELTER-IN-PLACE

BUILDING

FINISHED FLOOR

ELEVATION 8914.50'

DOMESTIC WATER FILL

STATION SERVICE POINT OF

CONNECTION (RE: P-102)

37 LF OF 4" SCH 40 PVC SANITARY

SEWER SERVICE LINE AT 2.0% SLOPE

STA 0+05 DOUBLE CLEANOUT

INV ELEV 8910.40' (RE: B9/C-501)

STA 0+00 4" SCH 40 PVC

SANITARY SEWER LINE

INV ELEV 8910.50'

CONCRETE LANDING

(RE: S-003)

CONCRETE PAD

(RE: S-003)

STA 0+42 SEWAGE TANK

INV ELEV 8909.66'

(RE: H9/C-501)

UNDERGROUND ELECTRIC LINE

FOR TANK HEATER (RE: ES101)

UNDERGROUND ELECTRIC LINE FOR

SEWAGE TANK ALARM (RE: ES101)

NEW GROUND MOUNTED TRANSFORMER

ON CONCRETE PAD (RE: S-003 & ES101)

SEWAGE HOLDING TANK

ALARM (RE: ES101)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C . P

C . V

Q U

N I

CS102

ALL

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

1. REFERENCE SHEET G-002 FOR GENERAL NOTES AND ADDITIONAL

SITE/UTILITY NOTES.

2. CONTRACTOR TO CONSTRUCT GRAVEL ROAD PER SECTION (RE: B-501)

AND MATCH GRADES OF EXISTING ROAD.

3. GRAVEL ROAD ALIGNMENT AND HATCHED AREA SHOWN IS FOR

INFORMATION ONLY AND ARE APPROXIMATE; CONTRACTOR SHALL

ADJUST HORIZONTAL ALIGNMENT AS NEEDED TO AVOID

OBSTRUCTIONS NOT IDENTIFIED ON PLANS TO ENSURE

CONSTRUCTION OF MINIMUM 12 FT WIDE GRAVEL ROAD WITH

CONTRACTING OFFICER APPROVAL.

4. CONTRACTOR SHALL WORK TO AVOID CREATING LOW SPOTS IN THE

ROAD AFTER PLACEMENT OF GRAVEL THAT WILL POND STORMWATER

AS WELL AS PROVIDING A SMOOTH DRIVING SURFACE.

5. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER IMMEDIATELY IF

REPLACING EXISTING GRADES WILL CAUSE PONDING ISSUES OR

ISSUES WITH PROVIDING A SMOOTH DRIVING SURFACE WITH NEW

ROAD.

6. THE SOLE PURPOSE OF THE FIRE PROTECTION WATER STORAGE TANK

IS TO SERVE AS A RESERVOIR FOR FIRE DEPARTMENT RESPONSE TO

STRUCTURE OR WILDFIRE (RE: C6/C-504 FOR TANK WATER

CONNECTIONS INCLUDING TANK OUTLET FOR FILLING FIRE TRUCKS).

GENERAL NOTES

LEGEND

20' 40'0

NORTH

SCALE: 1"=20'

SITE & UTILITY PLAN IA1

BP04

NEW ELECTRIC LINE

NEW WATER LINE

NEW SANITARY SEWER LINE

EXISTING CONTOUR

NEW CONTOUR

NEW CONCRETE UTILITY PAD

NEW FIRE HYDRANT

BUILDING POINT

NEW DOUBLE CLEANOUT

NEW PIPE BOLLARD

NEW ELECTRIC TRANSFORMER

EXISTING SECURITY FENCE

NEW SECURITY FENCE

SCALE: NTS

PLAN KEY

PT# NORTHING EASTING

BP01 836445.6287 1553899.1434

BP02 836484.7968 1553907.2587

BP03 836478.7103 1553936.6348

BP04 836439.5422 1553928.5194

* RE: A-101 FLOOR PLAN FOR DIMENSIONS

SS01 836473.5978 1553855.7487

** RE: H9/C-501 FOR ADDITIONAL SEWAGE TANK

LOCATION COORDINATE INFORMATION

BUILDING POINTS

EXISTING OVERHEAD ELECTRIC LINE

NEW VALVE

EXISTING POWER POLE

NEW POWER POLE

EXISTING UNDERGROUND ELECTRIC LINE

SURVEY BENCHMARK DATA

SURVEY CONTROL, TOPOGRAPHY AND ORTHOPHOTOGRAPHY

SHOWN ON THESE PLANS WERE PREPARED BY USACE ALB.

DISTRICT, DATED SEPTEMBER 2023. DISTANCES SHOWN ON THIS

DRAWING ARE GRID DISTANCE. COORDINATES ARE REFERENCED

TO THE NEW MEXICO STATE PLANE COORDINATE SYSTEM,

CENTRAL ZONE, NAD83, U.S. SURVEY FEET. ELEVATIONS ARE

REFERENCED TO NAVD88. NORTH IS GRID NORTH.

N=836,349.13 E=1,553,833.98

N=836,406.13 E=1,555,143.72

N=836,421.07 E=1,555,162.21

1/2" REBAR W/

TAPE

REFER. MARK

BRASS DISK

REFER. MARK

BRASS DISK8913.69

8913.65

8914.42

BM NO. ELEV. COORDINATES DESCRIPTION

TBM1

RM1

RM2

Q U

U E

N P

N E

Q U

U E, N M

2P P2

W H

D S

O C

O U

, N

G U

B U

, S

: 0

N D

- N

O T

C O

R U

O N

AutoCAD SHX Text

P_W_1024.html P_W_1024.html

89889188

068907

CAUTION!!! OVERHEAD

ELECTRIC LINES THIS AREA.

BUNKHOUSE (BUILDING 32272)

(REFER TO ARCH, MECH, ELEC & PLUMBING

PLANS FOR WORK THIS AREA)

890 LF OF 12 FT WIDE

GRAVEL ROAD (RE: B-501)RELOCATE OVERHEAD POWER

LINE TO NEW POLE (RE: ES101)

EXISTING CONCRETE

SLAB TO REMAIN

RELOCATE OVERHEAD POWER

LINE TO NEW POLE (RE: ES101)

88798879

83 88

8886 88 87 88

88 88

8893 88 94 88

96 88 97 88

98 88 99 89

01 89 02 89

03 89 04 89

128912

8913 8913

CAUTION!!! OVERHEAD

ELECTRIC LINES THIS AREA.

ELECTRIC SERVICE POINT OF CONNECTION

FOR PINNACLE POWER AT EXISTING

POWER POLE (RE: ES101)

NEW OVERHEAD POWER

LINES (RE: ES101)

NEW POWER POLE

(RE: ES101)

NEW POWER POLE

(RE: ES101)

NEW OVERHEAD POWER

LINES (RE: ES101)

NEW CONCRETE

PAD (RE: S-101)

890 LF OF 12 FT WIDE GRAVEL

ROAD (RE: B-501)

CENTER OF NEW CONCRETE PAD

NORTHING 836407.5015

EASTING 1555156.5709

EXISTING UNDERGROUND ELECTRIC

AND JUNCTION BOXES TO BE

ABANDONED IN PLACE (TYP)

END GRAVEL ROAD

NORTHING 836413.6144

EASTING 1555106.9460

NEW GROUND MOUNTED TRANSFORMER

ON CONCRETE PAD (RE: S-003 & ES101)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C . P

C . V

Q U

CS103

ALL

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

20' 40'0

NORTH

SCALE: 1"=20'

SITE & UTILITY PLAN IIA1

1. REFERENCE SHEET G-002 FOR GENERAL NOTES AND ADDITIONAL

SITE/UTILITY NOTES.

2. CONTRACTOR TO CONSTRUCT GRAVEL ROAD PER SECTION (RE: B-501)

AND MATCH GRADES OF EXISTING ROAD.

3. GRAVEL ROAD ALIGNMENT AND HATCHED AREA SHOWN IS FOR

INFORMATION ONLY AND ARE APPROXIMATE; CONTRACTOR SHALL

ADJUST HORIZONTAL ALIGNMENT AS NEEDED TO AVOID

OBSTRUCTIONS NOT IDENTIFIED ON PLANS TO ENSURE

CONSTRUCTION OF MINIMUM 12 FT WIDE GRAVEL ROAD WITH

CONTRACTING OFFICER APPROVAL.

4. CONTRACTOR SHALL WORK TO AVOID CREATING LOW SPOTS IN THE

ROAD AFTER PLACEMENT OF GRAVEL THAT WILL POND STORMWATER

AS WELL AS PROVIDING A SMOOTH DRIVING SURFACE.

5. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER IMMEDIATELY IF

REPLACING EXISTING GRADES WILL CAUSE PONDING ISSUES OR

ISSUES WITH PROVIDING A SMOOTH DRIVING SURFACE WITH NEW

ROAD.

6. THE SOLE PURPOSE OF THE FIRE PROTECTION WATER STORAGE TANK

IS TO SERVE AS A RESERVOIR FOR FIRE DEPARTMENT RESPONSE TO

STRUCTURE OR WILDFIRE (RE: C6/C-504 FOR TANK WATER

CONNECTIONS INCLUDING TANK OUTLET FOR FILLING FIRE TRUCKS).

GENERAL NOTES

SCALE: NTS

PLAN KEY

SCALE: NTS

PLAN KEY

SURVEY BENCHMARK DATA

SURVEY CONTROL, TOPOGRAPHY AND ORTHOPHOTOGRAPHY

SHOWN ON THESE PLANS WERE PREPARED BY USACE ALB.

DISTRICT, DATED SEPTEMBER 2023. DISTANCES SHOWN ON THIS

DRAWING ARE GRID DISTANCE. COORDINATES ARE REFERENCED

TO THE NEW MEXICO STATE PLANE COORDINATE SYSTEM,

CENTRAL ZONE, NAD83, U.S. SURVEY FEET. ELEVATIONS ARE

REFERENCED TO NAVD88. NORTH IS GRID NORTH.

N=836,349.13 E=1,553,833.98

N=836,406.13 E=1,555,143.72

N=836,421.07 E=1,555,162.21

1/2" REBAR W/

TAPE

REFER. MARK

BRASS DISK

REFER. MARK

BRASS DISK8913.69

8913.65

8914.42

BM NO. ELEV. COORDINATES DESCRIPTION

TBM1

RM1

RM2

LEGEND

BP04

NEW ELECTRIC LINE

NEW WATER LINE

NEW SANITARY SEWER LINE

EXISTING CONTOUR

NEW CONTOUR

NEW CONCRETE UTILITY PAD

NEW FIRE HYDRANT

BUILDING POINT

NEW DOUBLE CLEANOUT

NEW PIPE BOLLARD

NEW ELECTRIC TRANSFORMER

EXISTING SECURITY FENCE

NEW SECURITY FENCE

EXISTING OVERHEAD ELECTRIC LINE

NEW VALVE

EXISTING POWER POLE

NEW POWER POLE

EXISTING UNDERGROUND ELECTRIC LINE

Q U

U E

N P

N E

Q U

U E, N M

2P P2

W H

D S

O C

O U

, N

G U

B U

, S

: 0

N D

- N

O T

C O

R U

O N

AutoCAD SHX Text

P_W_1024.html P_W_1024.html

30 89

20 89

8919 89

BUILDING 32258

BUILDING 32262

(THIS AREA NOT IN CONTRACT)

REFERENCE ES101 FOR ALL

INFORMATION THIS AREA

CONTRACTOR TO MATCH EXISTING GRADES AND

RESURFACE ROAD ENTIRE LENGTH (890 LF)

WITH GRAVEL (RE: B-501) TO PROVIDE A 12 FT

SMOOTH DRIVING SURFACE

CAUTION!!! OVERHEAD

ELECTRIC LINES THIS AREA.

CAUTION!!! OVERHEAD

ELECTRIC LINES THIS AREA.

SHELTER-IN-PLACE

BUILDING

FINISHED FLOOR

ELEVATION 8914.50'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C . P

C . V

Q U

N I

CG101

ALL

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

20' 40'0

NORTH

SCALE: 1"=20'

GRADING PLAN IA1

SCALE: NTS

PLAN KEY

NEW SPOT ELEVATION

NEW SLOPE PERCENTAGE

GENERAL NOTES

LEGEND

NEW ELECTRIC LINE

NEW WATER LINE

NEW SANITARY SEWER LINE

EXISTING CONTOUR

NEW CONTOUR

NEW CONCRETE UTILITY PAD

NEW FIRE HYDRANT

NEW DOUBLE CLEANOUT

NEW PIPE BOLLARD

NEW ELECTRIC TRANSFORMER

EXISTING SECURITY FENCE

NEW SECURITY FENCE

EXISTING OVERHEAD ELECTRIC LINE

NEW VALVE

EXISTING POWER POLE

NEW POWER POLE

EXISTING UNDERGROUND ELECTRIC LINE

1. REFERENCE SHEET G-002 FOR GENERAL NOTES AND ADDITIONAL

GRADING NOTES.

2. CONTRACTOR TO CONSTRUCT GRAVEL ROAD PER SECTION (RE:

B-501) AND MATCH GRADES OF EXISTING ROAD WHILE PROVIDING

A SMOOTH DRIVING SURFACE.

3. GRAVEL ROAD ALIGNMENT AND HATCHED AREA SHOWN IS FOR

INFORMATION ONLY AND ARE APPROXIMATE; CONTRACTOR SHALL

ADJUST HORIZONTAL ALIGNMENT AS NEEDED TO AVOID

OBSTRUCTIONS NOT IDENTIFIED ON PLANS TO ENSURE

CONSTRUCTION OF MINIMUM 12 FT WIDE GRAVEL ROAD WITH

CONTRACTING OFFICER APPROVAL.

4. CONTRACTOR SHALL WORK TO AVOID CREATING LOW SPOTS IN

THE ROAD AFTER PLACEMENT OF GRAVEL THAT WILL POND

STORMWATER.

5. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER IMMEDIATELY

IF REPLACING EXISTING GRADES WILL CAUSE PONDING ISSUES OR

ISSUES WITH PROVIDING A SMOOTH DRIVING SURFACE WITH NEW

ROAD.

SURVEY BENCHMARK DATA

SURVEY CONTROL, TOPOGRAPHY AND ORTHOPHOTOGRAPHY

SHOWN ON THESE PLANS WERE PREPARED BY USACE ALB.

DISTRICT, DATED SEPTEMBER 2023. DISTANCES SHOWN ON THIS

DRAWING ARE GRID DISTANCE. COORDINATES ARE REFERENCED

TO THE NEW MEXICO STATE PLANE COORDINATE SYSTEM,

CENTRAL ZONE, NAD83, U.S. SURVEY FEET. ELEVATIONS ARE

REFERENCED TO NAVD88. NORTH IS GRID NORTH.

N=836,349.13 E=1,553,833.98

N=836,406.13 E=1,555,143.72

N=836,421.07 E=1,555,162.21

1/2" REBAR W/

TAPE

REFER. MARK

BRASS DISK

REFER. MARK

BRASS DISK8913.69

8913.65

8914.42

BM NO. ELEV. COORDINATES DESCRIPTION

TBM1

RM1

RM2

Q U

U E

N P

N E

Q U

U E, N M

2P P2

W H

D S

O C

O U

, N

G U

B U

, S

: 0

N D

- N

O T

C O

R U

O N

AutoCAD SHX Text

FG 8914.0

AutoCAD SHX Text

HIGH POINT

AutoCAD SHX Text

FG 8921.2

AutoCAD SHX Text

FG 8914.3

AutoCAD SHX Text

FG 8910.5

AutoCAD SHX Text

FG 8911.1

AutoCAD SHX Text

AutoCAD SHX Text C 8905.50

AutoCAD SHX Text

C 8905.50 FG 8903.0

AutoCAD SHX Text

HIGH POINT 8907.2

AutoCAD SHX Text

HIGH POINT 8905.4

AutoCAD SHX Text

FG 8905.0

AutoCAD SHX Text

FG 8905.0

AutoCAD SHX Text

FG 8907.0

AutoCAD SHX Text

FG 8907.0

AutoCAD SHX Text

FG 8922.5

AutoCAD SHX Text C 8914.17

AutoCAD SHX Text

FG 8922.5

AutoCAD SHX Text 2%%%

P_W_1024.html P_W_1024.html

89889188

068907

890 LF OF 12 FT WIDE

GRAVEL ROAD (RE: B-501)

CAUTION!!! OVERHEAD

ELECTRIC LINES THIS AREA.

CONTRACTOR TO MATCH EXISTING GRADES AND

RESURFACE ROAD ENTIRE LENGTH (890 LF)

WITH GRAVEL (RE: B-501) TO PROVIDE A 12 FT

SMOOTH DRIVING SURFACE

CONTRACTOR TO MATCH EXISTING GRADES AND

RESURFACE ROAD ENTIRE LENGTH (890 LF)

WITH GRAVEL (RE: B-501) TO PROVIDE A 12 FT

SMOOTH DRIVING SURFACE

BUNKHOUSE (BUILDING 32272)

(REFER TO ARCH, MECH, ELEC & PLUMBING

PLANS FOR WORK THIS AREA)

88798879

83 88

8886 88 87 88

88 88

8893 88 94 88

96 88 97 88

98 88 99 89

01 89 02 89

03 89 04 89

128912

8913 8913

890 LF OF 12 FT WIDE

GRAVEL ROAD (RE: B-501)

CAUTION!!! OVERHEAD

ELECTRIC LINES THIS AREA.

CONTRACTOR TO MATCH EXISTING GRADES AND

RESURFACE ROAD ENTIRE LENGTH (890 LF)

WITH GRAVEL (RE: B-501) TO PROVIDE A 12 FT

SMOOTH DRIVING SURFACE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

C . P

C . V

Q U

CG102

ALL

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

20' 40'0

NORTH

SCALE: 1"=20'

GRADING PLAN IIA1

SCALE: NTS

PLAN KEY

NEW SPOT ELEVATION

NEW SLOPE PERCENTAGE

GENERAL NOTES

LEGEND

NEW ELECTRIC LINE

NEW WATER LINE

NEW SANITARY SEWER LINE

EXISTING CONTOUR

NEW CONTOUR

NEW CONCRETE UTILITY PAD

NEW FIRE HYDRANT

NEW DOUBLE CLEANOUT

NEW PIPE BOLLARD

NEW ELECTRIC TRANSFORMER

EXISTING SECURITY FENCE

NEW SECURITY FENCE

EXISTING OVERHEAD ELECTRIC LINE

NEW VALVE

EXISTING POWER POLE

NEW POWER POLE

EXISTING UNDERGROUND ELECTRIC LINE

1. REFERENCE SHEET G-002 FOR GENERAL NOTES AND ADDITIONAL

GRADING NOTES.

2. CONTRACTOR TO CONSTRUCT GRAVEL ROAD PER SECTION (RE:

B-501) AND MATCH GRADES OF EXISTING ROAD WHILE PROVIDING

A SMOOTH DRIVING SURFACE.

3. GRAVEL ROAD ALIGNMENT AND HATCHED AREA SHOWN IS FOR

INFORMATION ONLY AND ARE APPROXIMATE; CONTRACTOR SHALL

ADJUST HORIZONTAL ALIGNMENT AS NEEDED TO AVOID

OBSTRUCTIONS NOT IDENTIFIED ON PLANS TO ENSURE

CONSTRUCTION OF MINIMUM 12 FT WIDE GRAVEL ROAD WITH

CONTRACTING OFFICER APPROVAL.

4. CONTRACTOR SHALL WORK TO AVOID CREATING LOW SPOTS IN

THE ROAD AFTER PLACEMENT OF GRAVEL THAT WILL POND

STORMWATER.

5. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER IMMEDIATELY

IF REPLACING EXISTING GRADES WILL CAUSE PONDING ISSUES OR

ISSUES WITH PROVIDING A SMOOTH DRIVING SURFACE WITH NEW

ROAD.

SCALE: NTS

PLAN KEY

SURVEY BENCHMARK DATA

SURVEY CONTROL, TOPOGRAPHY AND ORTHOPHOTOGRAPHY

SHOWN ON THESE PLANS WERE PREPARED BY USACE ALB.

DISTRICT, DATED SEPTEMBER 2023. DISTANCES SHOWN ON THIS

DRAWING ARE GRID DISTANCE. COORDINATES ARE REFERENCED

TO THE NEW MEXICO STATE PLANE COORDINATE SYSTEM,

CENTRAL ZONE, NAD83, U.S. SURVEY FEET. ELEVATIONS ARE

REFERENCED TO NAVD88. NORTH IS GRID NORTH.

N=836,349.13 E=1,553,833.98

N=836,406.13 E=1,555,143.72

N=836,421.07 E=1,555,162.21

1/2" REBAR W/

TAPE

REFER. MARK

BRASS DISK

REFER. MARK

BRASS DISK8913.69

8913.65

8914.42

BM NO. ELEV. COORDINATES DESCRIPTION

TBM1

RM1

RM2

Q U

U E

N P

N E

Q U

U E, N M

2P P2

W H

D S

O C

O U

, N

G U

B U

, S

: 0

N D

- N

O T

C O

R U

O N

AutoCAD SHX Text

AutoCAD SHX Text C 8913.40

AutoCAD SHX Text

GRADE BREAK C 8913.40

AutoCAD SHX Text

C 8913.40 TC 8914.07

AutoCAD SHX Text 2%%%

AutoCAD SHX Text

C 8913.00 FG 8913.0

AutoCAD SHX Text

C 8913.02 FG 8913.0

AutoCAD SHX Text

C 8913.40 FG 8913.0

AutoCAD…

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File details come from the government source that posted it. Updated Jan 15, 2026.