W912PP25BA001 WSMR N80 ECM - Solicitation Drawings.pdf

PDF 26 MB Posted Jul 28, 2025

Attached to: Amendment No. 0003 - W912PP25BA001 N80 Earth Covered Magazine for White Sands Missile Range, Doña Ana County, New Mexico
Solicitation number: W912PP25BA001
Issued by: Department of the Army Corps of Engineers Engineering District Albuquerque

About this file

Written by GovTribe AI · Jul 28, 2025

These are solicitation drawings for a U.S. Army Corps of Engineers project at White Sands Missile Range (WSMR), specifically for constructing a new Earth Covered Magazine (ECM) with project number 515771. The solicitation covers comprehensive engineering and construction documentation, including civil, structural, mechanical, electrical, and geotechnical drawings dated July 2025 for Solicitation No. W912PP25BA001.

Key project details include demolishing an existing ECM (Building 22812), constructing a new facility with security features like a 24-foot swing gate, chain link security fencing, and geosynthetic cementitious composite material (GCCM) for erosion control. The site plan involves Portland cement concrete pavement, crushed gravel base, subsurface drainage with infiltration chambers, and precise grading with 2:1 slopes. The drawings provide comprehensive technical specifications for site preparation, foundation, structural elements, mechanical systems, electrical infrastructure, and site security, with multiple bid options and detailed technical requirements for each project component.

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Other files

File	Type	Posted
W912PP25BA001 N80 Earth Covered Magazine - Amendment 003.pdf	PDF	Aug 28, 2025
W912PP25BA001 N80 Earth Covered Magazine - Amendment 002.pdf	PDF	Aug 25, 2025
Site Visit Sign-In Sheet-08.14.25.pdf	PDF	Aug 15, 2025
W912PP25BA001 N80 Earth Covered Magazine - Amendment 001.pdf	PDF	Aug 8, 2025
W912PP25BA001 WSMR N80 ECM - Solicitation Specifications_Final.pdf	PDF	Jul 28, 2025

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

ALBUQUERQUE DISTRICT

WHITE SANDS MISSILE RANGE, NEW MEXICO

WSMR N80 EARTH COVERED MAGAZINE

PN# 515771

W912PP25BA001

JULY 2025

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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N N

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SHEET ID

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

U E, N M

2P P2

5B A0

W H

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G E, N

R N

C O

N D

- N

O T

C O

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O O

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C E

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S H

G-001

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND

APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED.

THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS

ALBUQUERQUE DISTRICT. THE INITIALS OR SIGNATURES AND REGISTRATION

DESIGNATIONS OF GOVERNMENT INDIVIDUALS APPEAR ON THESE PROJECT

DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED

BY ER 1110-1-8152.

SUBMITTED AND APPROVED:

CHIEF, ENGINEERING AND CONSTRUCTION DIVISION

CECILIA V. HORNER, PE

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SHEET ID

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GENERAL

TITLE

COVER SHEET

INDEX OF DRAWINGS

PROJECT LOCATION AND VICINITY MAPS

SHEET ID

C-001

C-101

CD101

CS101

CS501

CS502

CS503

CG101

CG102

CG501

CP101

CP501

CIVIL

TITLE

CIVIL LEGEND AND GENERAL NOTES

SITE AREA PLAN

DEMOLITION PLAN

SITE PLAN

SITE DETAILS 1 - SWING GATE

SITE DETAILS 2 - CHAIN LINK SECURITY FENCING

SITE DETAILS 3 - GEOSYTHETIC CEMENTATIOUS COMPOSITE MAT (GCCM)

GRADING PLAN

DRAINAGE PLAN

DRAINAGE DETAILS - INFILTRATION CHAMBERS

PAVING PLAN

PAVING DETAILS

SHEET ID

S-001

S-002

S-101

S-102

S-103

S-104

S-105

S-201

S-202

S-203

S-301

S-302

S-303

S-304

S-401

S-501

S-502

S-503

S-504

S-601

S-701

S-702

S-703

S-704

S-705

S-706

S-707

S-708

S-709

S-710

S-711

S-712

S-713

S-714

S-715

S-716

S-717

STRUCTURAL

TITLE

GENERAL NOTES

STRUCTURAL GENERAL NOTES

FOUNDATION AND FLOOR PLAN

ROOF FRAMING PLAN

FOUNDATION AND FLOOR PLAN

DETAILS OF A/C DOOR

BUILDING ELEVATIONS

BUILDING SIDE ELEVATION

BUILDING SECTIONS

WALL SECTIONS

COLUMN AND WALL SECTIONS/DETAILS

RETAINING WALL "A" FOUNDATION PLANS AND SECTION

RETAINING WALL "B" FOUNDATION PLANS AND SECTION

FOUNDATION SECTIONS

WALL PANEL DETAILS

CANOPY AND DOOR RAIL SUPPORT FRAMING PLANS AND DETAILS

CANOPY SUPPORT DETAILS

DOOR RAIL SUPPORT DETAILS

PRECAST ROOF PANEL DETAILS

DOOR ELEVATION, NOTES AND SCHEDULES

DOOR ELEVATION AND DETAILS

NOT USED

PILASTER AND TRENCH DETAILS

DOOR TRENCH COVER DETAILS

DOOR GUIDE DETAILS

DOOR ELEVATION AND OPERATOR NOTES

SECTIONS/ DETAILS

GUTTER TRENCH DETAILS

SHEET ID

M-001

M-101

M-102

M-501

M-502

M-503

M-801

MV100

MV101

MECHANICAL

TITLE

MECHANICAL LEGEND AND GENERAL NOTES

SSAC MECHANICAL PLAN

SSAC MECHANICAL DETAILS AND SCHEDULE

SSAC MECHANICAL DETAILS

AIR CONDITIONING MECHANICAL CONTROL DIAGRAM

VENTILATION PLAN AND SECTION FOR NON-AIR CONDITIONING

VENTILATION MECHANICAL DETAILS

SHEET ID

E-001

ES101

E-211

E-310

E-311

E-312

E-313

EG501

ELECTRICAL

TITLE

ELECTRICAL LEGEND, SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

EXTERNAL ELECTRICAL UTILITY POWER AND IDS

ELECTRICAL EQUIPMENT LIGHTS, PANELS AND MECHANICAL EQUIPMENT

WIRING DETAILS

LIGHTNING PROTECTION SYSTEM GROUNDING TEST WELL, GROUND

CONNECTIONS

ELECTRICAL DETAILS LIGHTNING PROTECTION SYSTEM GROUNDING TEST

WELL, GROUND CONNECTIONS

ELECTRICAL DETAILS II LIGHTNING PROTECTION SYSTEM AND GROUNDING

ELECTRICAL DETAILS FOR LUMINARIES AND DUCTS

FENCE ELECTRICAL GROUNDING DETAILS

INDEX OF DRAWINGS

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B-101

B-701

GEOTECHNICAL

TITLE

BORE HOLE LOCATIONS AND GEOTECHNICAL LEGEND

BORING LOGS

PROJECT

LOCATION

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US Army Corps of Engineers

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SCALE: 1"=2500'

ACCESS ROUTE, PROJECT LOCATION, AND BORROW AREA LOCATIONA1

NORTH

O W

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WSMR P RT 2

SCALE: NOT TO SCALE

VICINITY MAPH15

NORTH

NORTHERN ACCESS FROM

NM HWY 70

NM HIGHWAY 70

WSMR MAIN POST

PROJECT

LOCATION

BORROW AREA

CONCRETE/ASPHALT

DISPOSAL AREA

MAIN GATE

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WSMR P RT 3

SEE SHEET

C-101

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ALL SERVICE DROPS 3#6 TBWP EXCEPT WHERE OTHERWISE NOTED.

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GODDARD AVENUE

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Curbs

AutoCAD SHX Text Bumper

AutoCAD SHX Text

ANNISTON AVENUE

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Bumper Curb

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Bumper Curb

AutoCAD SHX Text Parking Area

AutoCAD SHX Text

HOF STREET

AutoCAD SHX Text

RADFORD STREET

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Parking Area

AutoCAD SHX Text

ABERDEEN AVENUE

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

GODDARD AVENUE

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Parking Area

AutoCAD SHX Text

AUGUSTA STREET

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Parking Area

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Parking Area

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Bumper Curb

AutoCAD SHX Text Bumper Curbs

AutoCAD SHX Text

AUGUSTA STREET

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

CROZIER STREET

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Parking Area

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Area

AutoCAD SHX Text Parking

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Parking

AutoCAD SHX Text Area

AutoCAD SHX Text Parking Area

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Parking Area

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Parking Area

AutoCAD SHX Text V21-15

AutoCAD SHX Text V21-14

AutoCAD SHX Text Parking Area

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

BENET STREET

AutoCAD SHX Text Con.

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Parking Area

AutoCAD SHX Text S-1795

AutoCAD SHX Text

NIKE AVENUE

AutoCAD SHX Text

LAKE CITY AVENUE

AutoCAD SHX Text

SAVANNA AVENUE

AutoCAD SHX Text

STREET

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

AEROBEE AVENUE

AutoCAD SHX Text

WATERVLIET AVENUE

AutoCAD SHX Text

TWIN CITIES AVENUE

AutoCAD SHX Text

CORPORAL

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

MERCURY AVENUE

AutoCAD SHX Text

WATERVLIET AVENUE

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Parking Area

AutoCAD SHX Text

RIPLEY STREET

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

LOKI STREET

AutoCAD SHX Text

LOKI STREET

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

ROCK ISLAND AVENUE

AutoCAD SHX Text Con.

AutoCAD SHX Text

RIPLEY ST.

AutoCAD SHX Text Parking Area

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

RIPLEY STREET

AutoCAD SHX Text

TWIN CITIES AVENUE

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

AEROBEE

AutoCAD SHX Text

AVENUE

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Parking Area

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Parking Area

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

JOLIET STREET

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

HOF STREET

AutoCAD SHX Text Parking Area

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

MILAN STREET

AutoCAD SHX Text Parking Area

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

ROCK ISLAND AVENUE

AutoCAD SHX Text

ROCK ISLAND AVENUE

AutoCAD SHX Text

HOF STREET

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Parking Area

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Parking Area

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

DYER STREET

AutoCAD SHX Text Con.

AutoCAD SHX Text Parking Area

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Con.

AutoCAD SHX Text Parking Area

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Parking Area

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Con.

AutoCAD SHX Text

FLAGLER STREET

AutoCAD SHX Text Con.

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Parking Area

AutoCAD SHX Text Con.

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Parking Area

AutoCAD SHX Text Con.

AutoCAD SHX Text Parking Area

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Parking Area

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Parking Area

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Con.

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

HEADQUARTERS AVENUE

AutoCAD SHX Text

DETROIT STREET

AutoCAD SHX Text

SPRINGFIELD STREET

AutoCAD SHX Text

ROCK ISLAND AVENUE

AutoCAD SHX Text

BENET STREET

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Parking Area

AutoCAD SHX Text

ROCK ISLAND AVENUE

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

LA CROSSE

AutoCAD SHX Text

STREET

AutoCAD SHX Text

LA CROSSE STREET

AutoCAD SHX Text

HAWK STREET

AutoCAD SHX Text

PICATINNY AVENUE

AutoCAD SHX Text

RED RIVER AVENUE

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

STREET

AutoCAD SHX Text

HAWK

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

PICATINNY AVENUE

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

PICATINNY AVENUE

AutoCAD SHX Text

LOKI STREET

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

DART STREET

AutoCAD SHX Text

RED RIVER AVENUE

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

ATLAS STREET

AutoCAD SHX Text

ATLAS STREET

AutoCAD SHX Text

VANGUARD DRIVE

AutoCAD SHX Text

VANGUARD DRIVE

AutoCAD SHX Text

VANGUARD DRIVE

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

DART STREET

AutoCAD SHX Text

DART STREET

AutoCAD SHX Text

SERGEANT STREET

AutoCAD SHX Text

RAVENNA AVENUE

AutoCAD SHX Text

LOKI STREET

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

RAVENNA AVENUE

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text

HERCULES STREET

AutoCAD SHX Text

ZUNI DRIVE

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

PICATINNY AVENUE

AutoCAD SHX Text

ZUNI DRIVE

AutoCAD SHX Text Parking Area

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Parking Area

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Parking Area

AutoCAD SHX Text

REDSTONE STREET

AutoCAD SHX Text Bumper Curb

AutoCAD SHX Text

PICATINNY AVENUE

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

CROZIER STREET

AutoCAD SHX Text Course

AutoCAD SHX Text Golf

AutoCAD SHX Text Mini

AutoCAD SHX Text

HEADQUARTERS AVENUE

AutoCAD SHX Text Bumper Curbs

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Parking Area

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Parking Area

AutoCAD SHX Text

PICATINNY AVENUE

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

RAVENNA AVENUE

AutoCAD SHX Text

LA CROSSE STREET

AutoCAD SHX Text

ZEUS DRIVE

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

SERGEANT STREET

AutoCAD SHX Text

SATURN AVENUE

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

SATURN AVE.

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

ZEUS DRIVE

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

ATLAS STREET

AutoCAD SHX Text

SATURN AVENUE

AutoCAD SHX Text

ZEUS DRIVE

AutoCAD SHX Text

HAWK STREET

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

PERSHING DRIVE

AutoCAD SHX Text

HERCULES STREET

AutoCAD SHX Text

THOR STREET

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

PERSHING DRIVE

AutoCAD SHX Text

HERCULES STREET

AutoCAD SHX Text

SATURN AVENUE

AutoCAD SHX Text Asphalt

AutoCAD SHX Text

PERSHING DRIVE

AutoCAD SHX Text

ZUNI DRIVE

AutoCAD SHX Text

PERSHING DRIVE

AutoCAD SHX Text

THOR STREET

AutoCAD SHX Text Guard Rail

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

WHITE

AutoCAD SHX Text

SANDS

AutoCAD SHX Text

MISSILE

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 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

FORT BLISS

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

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

RANGE

AutoCAD SHX Text

HOLLOMAN AFB

AutoCAD SHX Text Albuquerque

AutoCAD SHX Text

KIRTLAND

AutoCAD SHX Text Gallup

AutoCAD SHX Text M E X I C O

AutoCAD SHX Text T E X A S

AutoCAD SHX Text C O L O R D O

AutoCAD SHX Text A R I Z O N A

AutoCAD SHX Text T E X A S

C COMM H

HPVC R

ISER

PVC R

ISER

PVC R

ISER

H ELE

C BOX

E ELE

CT H

PP CPTELE

PED

E ELE

CT M

E ELE

CT M

H 2

E ELE

CT M

H 3

POST

H ELE

CTRIC

AL B

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

O H

E O

H E

O H

B22810

B22813

B22812

R S R

T 220

R T220

S S

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

S S

R S R

T 220

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

8A2S-1047

8A2S-1048

8A2S-1049

8A2S-1050

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

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

U E, N M

2P P2

5B A0

W H

D S

G E, N

R N

C O

N D

- N

O T

C O

R U

O N

O O

D R

C E

H N

E H

L O

B-101SCALE: 1"=60'

PLAN - BORE HOLE LOCATIONSA1

\W S3

\0 5_

W S3

3_ B-

D W

G 7/

P M

_B &W

CALICHE CEMENTED SAND

& GRAVEL

VERY HARD VERY HARD REQUIRES MANY HAMMER

BLOWS TO BREAK

HARD HARD BREAKS WITH FEW TO MANY

HAMMER BLOWS

MODERATELY

HARD

MODERATELY HARD CRUMBLES WITH FEW

HAMMER BLOWS

PARTIALLY

CEMENTED

PARTIALLY CEMENTED CRUMBLES WITH HAND

PRESSURE

CONSISTENCY MOISTURE

CONTENT

SILTS & CLAYS SANDS &

GRAVELS WET

VERY MOIST

MOIST

SLIGHTLY MOIST

DRY

VERY STIFF

STIFF

MEDIUM STIFF

SOFT

VERY DENSE

DENSE

MEDIUM DENSE

LOOSE

PARTICLE SIZE LIMITS

CLAY SILT

SAND GRAVEL

GRAVEL BOULDERS

FINE MEDIUM COARSE FINE COARSE

0.002mm #200 #40 #10 #4 3 in. 12 in.

U.S. STANDARD SIEVE SIZES

THE UNIFIED SOIL CLASSIFICATION SYSTEM

MAJOR DIVISIONS GROUP

SYMBOL CLASSIFICATION

COARSE

GRAINED SOIL:

MORE THAN

50% OF THE

MATERIAL IS

LARGER THAN

THE No.200

SIEVE

GRAVELS: MORE

THAN 50% OF

COARSE PART IS

LARGER THAN THE

No.4 SIEVE

CLEAN GRAVELS: LESS THAN 5% FINER THAN

No.200 SIEVE

GW WELL GRADED GRAVEL, WELL GRADED GRAVEL WITH SAND

GP POORLY GRADED GRAVEL, POORLY GRADED GRAVEL WITH SAND

GRAVEL WITH FINES: MORE THAN

12% FINER THAN No.200 SIEVE

PI < 4 GM SILT GRAVEL, SILTY GRAVEL WITH SAND

PI > 7 GC CLAYEY GRAVEL, CLAYEY GRAVEL WITH SAND

SANDS: MORE THAN

50% OF COARSE

PART IS SMALLER

THAN THE No.4

SIEVE

CLEAN SANDS: LESS THAN 5% FINER THAN No.200

SIEVE

SW WELL GRADED SAND, WELL GRADED SAND WITH GRAVEL

SP POORLY GRADED SAND, POORLY GRADED SAND WITH GRAVEL

SAND WITH FINES: MORE THAN

12% FINER THAN No.200 SIEVE

PI < 5 SM SILTY SAND, SILTY SAND WITH GRAVEL

PI> 7 SC CLAYEY SAND, CLAYEY SAND WITH GRAVEL

FINE GRAINED

SOIL: MORE

THAN 50% OF

THE MATERIAL

IS SMALLER

THAN THE

No.200 SIEVE

SILTS AND CLAYS: LIQUID LIMIT LESS THAN 50

PI - BELOW A -

LINE

ML SILT, SILT WITH SAND, SILT WITH GRAVEL, SANDY SILT, SANDY SILT WITH GRAVEL, GRAVELLY SILT, GRAVELLY SILT WITH

SAND

PI - ABOVE A

-LINE

CL LEAN CLAY, LEAN CLAY WITH SAND, LEAN CLAY WITH GRAVEL, SANDY LEAN CLAY, SANDY LEAN CLAY WITH GRAVEL, GRAVELLY LEAN CLAY, GRAVELLY LEAN CLAY WITH SAND

OL ORGANIC CLAY, ORGANIC CLAY WITH SAND, ORGANIC CLAY WITH GRAVEL, SANDY ORGANIC CLAY, SANDY ORGANIC CLAY WITH GRAVEL, GRAVELLY ORGANIC CLAY, GRAVELLY ORGANIC CLAY WITH SAND, ORGANIC SILT, ORGANIC SILT WITH SAND, ORGANIC SILT WITH GRAVEL, SANDY ORGANIC SILT, SANDY ORGANIC SILT WITH GRAVEL, GRAVELLY ORGANIC SILT, GRAVELLY ORGANIC SILT WITH

SAND

SILTS AND CLAYS: LIQUID LIMIT GREATER THAN 50

PI - BELOW A -

LINE

MH ELASTIC SILT, ELASTIC SILT WITH SAND, ELASTIC SILT WITH GRAVEL, SANDY ELASTIC SILT, SANDY ELASTIC SILT WITH GRAVEL, GRAVELLY ELASTIC SILT WITH SAND

PI - ABOVE A -

LINE

CH FAT CLAY, FAT CLAY WITH SAND, FAT CLAY WITH GRAVEL, SANDY FAT CLAY, SANDY FAT CLAY WITH GRAVEL, GRAVELLY

FAT CLAY, GRAVELLY FAT CLAY WITH SAND

OH ORGANIC CLAY, ORGANIC CLAY WITH SAND, ORGANIC CLAY WITH GRAVEL, SANDY ORGANIC CLAY, SANDY ORGANIC CLAY WITH GRAVEL, GRAVELLY ORGANIC CLAY, GRAVELLY ORGANIC CLAY WITH SAND, ORGANIC SILT, ORGANIC SILT WITH SAND, ORGANIC SILT WITH GRAVEL, SANDY ORGANIC SILT, SANDY ORGANIC SILT WITH GRAVEL, GRAVELLY ORGANIC SILT, GRAVELLY ORGANIC SILT WITH

SAND

HIGHLY ORGANIC SOILS Pt PEAT

STRONGEST

WEAKEST

STRONGEST

WEAKEST

BORING LOCATION TABLE

HOLE NORTHING

505,489.03

504,975.73

504,675.96

504,546.82

EASTING

1,611,578.50

1,611,578.05

1,611,589.52

1,611,587.25

DEPTH LOG LOCATION

8A2S-1047 30'

29'

31'

29'

8A2S-1048

8A2S-1049

8A2S-1050

A1/B-701

A5/B-701

A9/B-701

A12/B-701

60' 120'0

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

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

U E, N M

2P P2

5B A0

W H

D S

G E, N

R N

C O

N D

- N

O T

C O

R U

O N

O O

D R

C E

L O

G S

B-701

\W S3

\0 5_

W S3

3_ B-

D W

G 7/

P M

_B &W

SCALE: NOT TO SCALE

BORING LOG - 8A2S-1047A1 SCALE: NOT TO SCALE

BORING LOG - 8A2S-1048A5

1. SEE SHEET B-101 FOR LOCATIONS OF BORINGS.

2. GEOTECHNICAL INFORMATION IF FROM "NAVY ECM WHITE SANDS MISSILE

RANGE, NEW MEXICO GEOTECHNICAL REPORT" PREPARED BY USACE FORT

WORTH DISTRICT GEOTECHNICAL BRANCH, APRIL 2020.

GENERAL NOTES

SCALE: NOT TO SCALE

BORING LOG - 8A2S-1049A9 SCALE: NOT TO SCALE

BORING LOG - 8A2S-1050A12

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

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

U E, N M

2P P2

5B A0

W H

D S

G E, N

R N

C O

N D

- N

O T

C O

R U

O N

O O

D R

C E

N O

C-001

MAJOR CONTOUR

MINOR CONTOUR

BREAK LINE

W WATER LINE

FIRE PROTECTION WATER

SUPPLY LINE

SD STORM DRAIN

CP CULVERT

SAN SANITARY SEWER LINE

NPW PROPOSED NON-POTABLE

WATER LINE

E ELECTRICAL PRIMARY

ES ELECTRICAL SERVICE

COMM COMMUNICATIONS LINE

FO FIBER OPTICS

LPG FUEL LINE

G NATURAL GAS LINE

SF SILT FENCING

GUARDRAIL

GW GRAY WATER LINE

BARBED WIRE FENCE

CHAIN LINK FENCE

EARTH

CONCRETE

WATER VALVE

RIPRAP/GRAVEL

CAV

COMBINATION AIR/VACUUM

VALVE

WATER METER

SANITARY SEWER MANHOLE

SEPTIC TANK

CLEAN OUT

STORM DRAIN MANHOLE

CATCH BASIN OR INLET

ELECTRICAL MANHOLE

COMMUNICATIONS MANHOLE

EROSION CONTROL (SEE BASE/BID

OPTIONS)

PORTLAND CEMENT

CONCRETE PAVEMENT

SAN

COMM

LPG

CIVIL LINE DESIGNATIONS

NPW

CIVIL BOUNDARY LINE DESIGNATIONS

CONSTRUCTION LIMITS

R/W R/W RIGHT OF WAY

PROPERTY LINE

C/E C/E CONSTRUCTION EASEMENT

CIVIL SYMBOLS - UTILITY

CAV

CIVIL MATERIALS LEGEND GENERAL NOTES

1. GENERAL NOTES ARE APPLICABLE TO ALL WORK UNLESS NOTED OTHERWISE.

2. DRAWINGS DEPICTED ARE BASED ON A PLOTTING AREA OF 22"x34" (ANSI D

SIZE). CONFIRM SCALE FOR DRAWINGS PLOTTED AT ALL OTHER DIMENSIONS.

3. THE CONTRACTOR SHALL WORK WITHIN THE CONSTRUCTION LIMITS

PROVIDED.

4. DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES, UNLESS NOTED

OTHERWISE. FOR CONDITIONS DEVIATING FROM THE "TYPICAL" AND NOT

SPECIFICALLY DETAILED ON THE PLANS, THE CONTRACTOR SHALL VERIFY

CONSTRUCTION DETAILS WITH THE CONTRACTING OFFICER.

5. THE LOCATION OF EXISTING UTILITIES, IF ANY, ARE APPROXIMATE AND HAVE

NOT BEEN INDEPENDENTLY VERIFIED BY THE CONTRACTING OFFICER OR

THEIR REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT

LOCATION AND ELEVATIONS OF ALL UTILITIES WITHIN THE CONSTRUCTION

ZONE, ALONG THE CONSTRUCTION ACCESS ROUTE AND IN THE STAGING

AREAS BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROTECT ALL

UTILITIES, AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES

WHICH MIGHT BE CAUSED BY THE CONTRACTOR'S FAILURE TO LOCATE AND

PRESERVE ANY AND ALL UTILITIES. CONTRACTOR SHALL COORDINATE WITH

UTILITY OWNERS AND OBTAIN ALL PERMITS NECESSARY TO WORK AROUND

EXISTING UTILITIES.

6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, SIZES AND LOCATIONS OF

ALL EXISTING FACILITIES, UNDERGROUND UTILITIES, AND FEATURES TO

REMAIN BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE

CONTRACTING OFFICER OF ANY DISCREPANCIES.

7. PLANS SHOW APPROXIMATE LOCATIONS OF PIPES AND OTHER UTILITIES.

CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER OF ANY CONFLICTS, IN

WRITING, UPON DISCOVERY. CONTRACTOR SHALL MARK EXACT LOCATION AND

DEPTH OF ENCOUNTERED UTILITIES ON AS-BUILT DRAWINGS

8. ANY EXISTING FEATURES NOT DESIGNATED TO BE REMOVED THAT ARE

REMOVED OR DAMAGED DURING CONSTRUCTION OPERATIONS SHALL BE

REPLACED TO THEIR ORIGINAL CONDITION BY THE CONTRACTOR AT NO

EXPENSE TO THE GOVERNMENT.

9. THE CONTRACTOR SHALL RECORD THE CONDITION OF ACCESS AND HAUL

ROADS FOR THE PROJECT SITE PRIOR TO CONSTRUCTION. ALL EXISTING

ROADWAYS USED BY THE CONTRACTOR FOR THIS PROJECT SHALL BE

MAINTAINED THROUGHOUT THE DURATION OF THE CONTRACT. THE

CONTRACTOR SHALL RESTORE FEATURES DAMAGED DURING CONSTRUCTION

TO THEIR PRE-CONSTRUCTION CONDITION OR BETTER UPON COMPLETION OF

CONSTRUCTION AND FINAL ACCEPTANCE. COSTS ASSOCIATED WITH THESE

REPAIRS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND

SHALL BE INCIDENTAL TO THE COST OF THE PROJECT.

10. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF SURVEY

MARKERS SHOWN ON DRAWINGS. SURVEY MARKERS DESTROYED DURING

CONSTRUCTION SHALL BE REESTABLISHED BY A LICENSED LAND SURVEYOR IN

THE STATE OF NEW MEXICO AT THE CONTRACTORS EXPENSE. CONTRACTOR

SHALL PROVIDE THE CONTRACTING OFFICER WITH AT LEAST 48 HOURS

ADVANCE NOTICE PRIOR TO REPLACEMENT.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL

FEDERAL, STATE AND LOCAL LAWS, RULES AND REGULATIONS APPLICABLE TO

ALL WORK PERFORMED UNDER THIS CONTRACT.

12. THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF THE CORPS OF

ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL (EM385-1-1 LATEST

VERSION).

13. THE CONTRACTOR SHALL NOT OBSTRUCT ROADS WITH PARKING OF

CONSTRUCTION EQUIPMENT OR SOIL WASTE. THE CONTRACTOR SHALL NOT

STORE ANY EQUIPMENT OR MATERIAL WITHIN THE PUBLIC RIGHT-OF-WAY. THE

CONTRACTOR SHALL PARK EQUIPMENT AND VEHICLES SO AS NOT TO

INTERFERE WITH NORMAL ACTIVITIES OF WSMR, OTHER CONTRACTORS, OR

GOVERNMENT EMPLOYEES AT ALL TIMES DURING CONSTRUCTION.

14. 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.

15. EXCAVATED GRADES TO BE INSPECTED AND APPROVED BY THE CONTRACTING

OFFICER PRIOR TO PLACEMENT OF ANY FILL MATERIALS PER THE

SPECIFICATION.

16. ALL TEMPORARY EARTHWORK ASSOCIATED WITH THE CONSTRUCTION MUST

BE APPROVED BY THE CONTRACTING OFFICER.

17. ALL MATERIALS USED FOR CONSTRUCTION SHALL CONFORM TO THE MATERIAL

REQUIREMENTS OF THE SPECIFICATIONS AND BE COMPACTED TO THE IN

PLACE DENSITY REQUIRED BY THE SPECIFICATIONS.

18. 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.

19. STAGING AREAS SHALL INCLUDE TEMPORARY FENCES AROUND THE

PERIMETER. COSTS FOR TEMPORARY FENCES SHALL BE INCIDENTAL TO THE

PROJECT MOBILIZATION AND SHALL BE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR. SEE SPECIFICATION 01 50 00 FOR FENCE REQUIREMENTS.

XX.XX FG

XX.XX P

XX.XX TC

XX.XX G

XX.XX FL

SPOT ELEVATION @ FINISHED GRADE

SPOT ELEVATION @ TOP OF PAVEMENT

SPOT ELEVATION @ TOP OF CURB / GUTTER

SPOT ELEVATION @ FLOW LINE

XX.XX C SPOT ELEVATION @ CORNER

XX.XX TS SPOT ELEVATION @ TOP OF SLAB

CIVIL SYMBOLS - GRADING

S SECURITY FENCES

CENTER LINE

FIRE HYDRANT

POST INDICATOR VALVE

EXISTING PROPOSED EXISTING PROPOSED

X-### X#

SCALE: 1"=20' HORIZONTAL / 1"=5' VERTICAL

PLAN/PROFILE/DETAILXX

CIVIL SYMBOLS - GENERAL

TITLE BLOCK LOCATION IDENTIFIER

SECTION OR DETAIL

IDENTIFICATION

REFERENCE SHEET NO.

ON WHICH SECTION OR

DETAIL IS DRAWN

CIVIL SYMBOLS - SITE

SIGN

SWING GATE

SLIDING GATE

SLOPE PLAN

SLOPE PLAN WITH RIPRAP

3:13H:1V

SURVEY CONTROL MARKER

EXISTING PROPOSED

_____ WATER SURFACE ELEVATION

3:1

SLOPE (%)

SLOPE (3 HORIZONTAL : 1 VERTICAL)

\W S3

\0 5_

W S3

3_ C

-0

.D W

G 7/

P M

_B &W

ISER

PVC R

ISER

PVC R

ISER

H ELE

C BOX

E ELE

CT H

PP CPTELE

PED

E ELE

CT M

E ELE

CT M

H 2

E ELE

CT M

H 3

POST

H ELE

CTRIC

AL B

4029.55

BENCHMARK

N 509394.94 E 1611882.89

4039.96

BENCHMARK

N 509349.73 E 1614691.87

C O

M M

C O

M M

B22810

B22813

B22812

R S R

T 220

R T220

O H

E O

H E

O H

E S W

S R T 220

C O

M M

C O

M M

N: 506593.29 E: 1611755.39

N: 506496.87 E: 1611755.39

N: 506496.87 E: 1611658.21

N: 506593.29 E: 1611658.21

C COMM H

HPVC R

ISER

PVC R

ISER

PVC R

ISER

H ELE

C BOX

E ELE

CT H

E ELE

CT M

E ELE

CT M

H 2

E ELE

CT M

H 3

POST

H ELE

CTRIC

AL B

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

O H

E O

H E

O H

E O

H E

B22810

B22813

B22812

R S R

T 220

S S

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

S S

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

S S

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

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

U E, N M

2P P2

5B A0

W H

D S

G E, N

R N

C O

N D

- N

O T

C O

R U

O N

O O

D R

C E

A R

C-101SCALE: 1"=300'

SITE AREA PLAN A1

NORTH

600'0 300'

SURVEY CONTROL

POINT

NM83-CF GRID

NORTHING

(USFT)

NM83-CF GRID

EASTING

(USFT)

NAVD88

ELEVATION

(USFT)

DESCRIPTION

BM1 509394.94 1611882.89 4029.55 BRASS CAP

BM2 509349.73 1614691.87 4039.96 BRASS CAP

SURVEY DATA:

TOPOGRAPHICAL DATA SHOWN ON THESE PLANS WAS PERFORMED BY USACE ALBUQUERQUE

DISTRICT, DATE AUGUST 2024. DISTANCES SHOWN ON THESE DRAWINGS ARE GRID DISTANCES.

COORDINATES ARE REFERENCED TO THE NEW MEXICO STATE PLANE COORDINATE SYSTEM,

CENTRAL ZONE, NAD83(2011), U.S. SURVEY FEET. ELEVATIONS ARE REFERENCED TO THE NORTH

AMERICAN VERTICAL DATUM OF 1988, NAVD88. NORTH IS GRID NORTH.

SURVEY CONTROL

BM1

SURVEY CONTROL

BM2

PROJECT

LOCATION

ENLARGED VIEW - EXISTING CONDITIONS

SCALE:1"=60'

R S R

T 220

WSMR P RT 2

\W S3

\0 5_

W S3

3_ C

-1

.D W

G 7/

P M

_B &W

STAGING AREA

UPON COMPLETION OF

ESTABLISHING TEMPORARY FREE

ZONE FENCING CONTRACTOR

MAY UTILIZE AREA WITHIN FREE

ZONE AS STAGING AREA.

TEMPORARY FREE ZONE

TEMPORARY

SECURITY FENCE

SEE CS101

TEMPORARY

SECURITY FENCE

SEE CS101

BLDG N300

ISER

PVC R

ISER

PVC R

ISER

H ELE

C BOX

E ELE

CT H

POST

H ELE

CTRIC

AL B

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

B22813

B22812

R S R

T 220

S S

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

S S

4010 40

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

~20'

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

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

U E, N M

2P P2

5B A0

W H

D S

G E, N

R N

C O

N D

- N

O T

C O

R U

O N

O O

D R

C E

N P

CD101SCALE: 1"=20'

DEMOLITION PLAN - A1

SHEET KEYNOTES

1. REMOVE EXISTING CHAIN LINK SWING GATE

2. REMOVE EXISTING CHAIN LINK SECURITY FENCE.

3. REMOVE EXISTING CHAIN LINK SECURITY FENCE TO ACCOMMODATE NEW

GATE PER CS101.

4. DEMOLISH AND REMOVE EXISTING CONCRETE DRIVEWAY.

5. DEMOLISH AND REMOVE EXISTING EARTH COVERED MAGAZINE (ECM) 22812.

6. EXISTING COMMUNICATIONS HAND HOLE TO REMAIN.

NORTH

20' 40'0

SEE KEYNOTE 5

SECURITY FENCE REMOVAL LIMITS

SEE KEYNOTE 4

DEMOLITION LEGEND1

\W S3

\0 5_

W S3

3_ C

W G

C _B

&W .S

S S

S S S S S S S

C COMM H

E ELE

CT H

POST

H ELE

CTRIC

AL B

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

B22813

R S R

T 220

S S

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

S S

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

L6 C3

L10

1 2

4 5

111213

L17

20 21

22 23

POINT TABLE

No.

NORTHING

504,946.10

504,914.67

504,904.67

504,910.67

504,878.67

504,884.67

504,874.67

504,840.12

504,825.39

504,838.75

504,854.53

504,934.36

504,975.21

504,946.10

504,840.12

504,908.11

504,881.10

504,965.44

504,823.83

504,823.77

EASTING

1,611,674.68

1,611,694.68

1,611,704.68

1,611,740.01

1,611,751.49

1,611,751.26

1,611,740.11

1,611,704.68

1,611,694.68

1,611,674.68

1,611,540.15

1,611,540.02

1,611,525.95

1,611,525.72

1,611,561.30

1,611,670.68

1,611,670.18

1,611,584.67

1,611,665.67

1,611,584.67

1,611,665.67

1,611,552.79

1,611,740.60

1,611,739.02

1,611,540.15

L20

C10

L24

L27

SEGMENT TABLE

LINE #/CURVE #

C10

C11

L10

L11

L13

L15

L17

L19

L20

L22

L24

L25

L27

START

N: 504906.11 E: 1611582.17

N: 504880.10 E: 1611585.17

N: 504993.02 E: 1611553.90

N: 504943.76 E: 1611522.84

N: 504858.75 E: 1611517.94

N: 504834.92 E: 1611528.57

N: 504945.44 E: 1611585.17

N: 504883.10 E: 1611545.84

N: 504978.58 E: 1611706.69

N: 504909.11 E: 1611585.17

N: 504883.10 E: 1611582.17

N: 504880.16 E: 1611668.60

N: 505002.14 E: 1611553.90

N: 504977.89 E: 1611548.80

N: 504928.55 E: 1611517.74

N: 504845.34 E: 1611521.89

N: 504821.43 E: 1611532.52

N: 504945.44 E: 1611669.17

N: 504906.11 E: 1611545.84

N: 504843.77 E: 1611585.19

N: 504924.89 E: 1611722.33

N: 505066.37 E: 1611650.82

SEGMENT

DATA

DELTA=090.00

R=3.00'

CL=4.24'

T=3.00'

DELTA=090.04

R=3.00'

CL=4.24'

T=3.00'

DELTA=037.25

R=25.00'

CL=15.97'

T=8.43'

DELTA=037.42

R=25.00'

CL=16.04'

T=8.47'

DELTA=032.49

R=25.00'

CL=13.99'

T=7.28'

DELTA=032.66

R=25.00'

CL=14.06'

T=7.32'

DELTA=090.00

R=39.33'

CL=55.62'

T=39.33'

DELTA=090.04

R=39.33'

CL…

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