W912PL-19-R-0033_Solicitation_Drawings.pdf

PDF 44 MB Posted May 8, 2019

Attached to: P117 MISSILE MOTOR MAGAZINES (MMM) CAMP NAVAJO, AZ
Solicitation number: W912PL-19-R-0033
Issued by: Department of the Army Corps of Engineers Engineering District Los Angeles

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W912PL-19-R-0033_Amendment0002.pdf	PDF	Jun 7, 2019
W912PL-19-R-0033_FIO_CombinedPhotos.pdf	PDF	Jun 4, 2019
W912PL-19-R-0033_Amendment0001.pdf	PDF	May 28, 2019
P_117_MMMM__Camp_Navajo_Sign_In_sheet.pdf	PDF	May 28, 2019
W912PL-19-R-0033_Solicitation_Specifications.pdf	PDF	May 8, 2019

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P117 MISSILE MOTOR MAGAZINE MODIFICATIONS

CAMP NAVAJO

BELLEMONT, AZ

DESIGN FILE NO.: 200-25-0221

T I T

L E

H E

E T

G-001

US Army Corps of Engineers

Sacramento District

USACE SACRAMENTO SIGNATURE BLOCK

PREPARED UNDER THE DIRECTION OF:

David G. Ray P.E.

Col, Corps of Engineers, Sacramento District

APPROVED BY:

Rick Poeppelman P.E.

Chief, Engineering Division

APPROVED FUNCTIONAL ADEQUACY:

Will Hall P.E.

Chief, Design Branch

SUBMITTED BY:

David S. Lee

Chief, Phoenix Design Section

THIS PROJECT WAS DESIGNED BY THE SACRAMENTO DISTRICT OF THE US ARMY CORPS OF

ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF

INDIVIDUALS APPEAR ON THESE DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS

REQUIRED BY ER 1110-1-8152.

SPEC NO.: 2251

18282978

APPROVED FOR PUBLIC RELEASE. DISTRIBUTION UNLIMITED

DISTRIBUTION STATEMENT A

US Army Corps of Engineers ®

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ELECTRICAL

INDEX OF DRAWINGS

SHEET NUMBER SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS

G-010

VICINITY AND LOCATION MAP

ARCHITECTURAL

A-001 ARCHITECTURAL ABBREVIATIONS AND LEGEND

A-002 GENERAL PROJECT NOTES

A-121 OVERALL FLOOR PLAN

A-201 HANDRAIL AND GUARDRAIL ELEVATIONS

MECHANICAL

M-001 MECHANICAL LEGEND AND ABBREVIATIONS

E-001 GENERAL NOTES AND LEGEND

E-002 LEGEND AND ABBREVIATIONS

E-141.00 SITE PLAN

I N

D E

R A

W I N

G S

G-002

A-501 DETAILS

U R

T U

B I S

U R

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B I S

CIVIL

CD101

APRON DEMOLITION

CD102

APRON DEMOLITION

C-101 C102 SITE PLAN

C-102 C102 SITE GRADING PLAN

C-103 C102 ROAD PLAN & PROFILE

NAVFAC NUMBER

STRUCTURAL

C-104 C103 SITE PLAN

C-105 C103 SITE GRADING PLAN

C-106 C103 ROAD PLAN & PROFILE

C-107 C107 SITE PLAN

C-108 C107 SITE GRADING PLAN

C-109 C107 ROAD PLAN & PROFILE

C-110 C108 SITE PLAN

C-111 C108 SITE GRADING PLAN

C-112 C108 ROAD PLAN & PROFILE

C-113 C110 SITE PLAN

C-114 C110 SITE GRADING PLAN

C-115 C110 ROAD PLAN & PROFILE

C-116 C111 SITE PLAN

C-117 C111 SITE GRADING PLAN

C-118 C111 ROAD PLAN & PROFILE

C-119 C112 SITE PLAN

C-120 C112 SITE GRADING PLAN

C-121

C-122

C-123

C-124

C-125

C-126

C-127

C-128

C-129

C112 ROAD PLAN & PROFILE

C114 SITE PLAN

C114 SITE GRADING PLAN

C114 ROAD PLAN & PROFILE

C116 SITE PLAN

C116 SITE GRADING PLAN

C116 ROAD PLAN & PROFILE

C117 SITE PLAN

C117 SITE GRADING PLAN

C117 ROAD PLAN & PROFILEC-130

NEW APRONC-401

FLOOR REPLACEMENTC-402

LOADING DOCK PITC-403

FINISHED FLOOR PLANC-404

CIVIL DETAILSC-501

CIVIL DETAILSC-502

LOADING DOCK SECTIONSS-501

INFILL DETAILSS-502

IGLOO APRON SECTIONS-503

APRON SECTIONSS-504

RETAINING WALL SECTION DETAILSS-505

M-101 MECHANICAL DEMOLITION FLOOR PLAN

M-131 MECHANICAL FLOOR PLAN

M-501 MECHANICAL DETAILS

M-701 MECHANICAL CONTROLS I

M-702 MECHANICAL CONTROLS II

M-801 MECHANICAL SCHEDULES

C-001

SURVEY CONTROL

E-141.01

E-141.02

E-141.03

E-141.04

E-141.05

E-141.06

E-141.07

E-141.08

E-141.09

C-102 SITE PLAN

C-103 SITE PLAN

C-107 SITE PLAN

C-108 SITE PLAN

C-110 SITE PLAN

C-111 SITE PLAN

C-115 SITE PLAN

C-114 SITE PLAN

C-112 SITE PLAN

E-141.10

E-152

E-502

E-503

LIGHTNING PROTECTION PLAN 1

LIGHTING CALCULATION

POWER DETAILS

E-504

E-505

E-506

E-507

E-508

E-601

E-602

POWER POLE DETAILS

POWER DETAILS

BOND, GROUND, GUY DETAILS

GROUNDING DETAILS

BONDING DETAILS

SINGLE LINE DIAGRAM AND GROUNDING PLAN

E-162

ANTENNA DETAILS

E-151 POWER DETAILS 1

C-116 SITE PLAN

E-153

LIGHTNING PROTECTION PLAN 2

LIGHTING LAYOUT

E-501

RISER POLE DETIAL

E-604

POWER SCHEDULE & DIAGRAMS

US Army Corps of Engineers ®

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A-122 ENLARGED STAIR PLANS

CD501

CD502

CD103

CD104

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CD106

CD107

CD108

CD109

CD110

C102 DEMO PLAN

C103 DEMO PLAN

C107 DEMO PLAN

C108 DEMO PLAN

C110 DEMO PLAN

C111 DEMO PLAN

C112 DEMO PLAN

C114 DEMO PLAN

C116 DEMO PLAN

C117 DEMO PLAN

C-503

CIVIL DETAILS

CD503 FLOOR DEMOLITION

18282978

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18282980

18282983

18282984

18282985

18282986

18282987

18282988

18282989

18282990

18282991

18282992

18282993

18282994

18282995

18282996

18282997

18282998

18282999

18283000

18283001

18283002

18283003

18283004

18283005

18282979

18283006

18283007

18283008

18283009

18283010

18283011

18283012

18283013

18283014

18283015

18283016

18283017

18283018

18283019

18283020

18283021

18283022

18283023

18283024

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18283026

18283027

18283028

18283029

18283030

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18283035

18283036

18283037

18283038

18283039

18283040

18283041

18283042

18283043

18283044

NOT USED

18283045

18283046

18283047

18283048

18283049

18283050

18283051

18283052

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18283095

18283096

18283097

18283098

18283099

18283100

18283102

LIGHTNING PROTECTION & GROUNDING TEST POINTS 1

LIGHTNING PROTECTION & GROUNDING TEST POINTS 2

NOT USED

C-002

CIVIL NOTES & LENGEND

E-141.11

C-117 SITE PLAN

E-141.12

C-118 SITE PLAN

E-161

E-509 POWER POLE DETAILS

E-603

SINGLE LINE DIAGRAM AND GROUNDING PLAN

E-605

POWER SCHEDULE & DIAGRAMS

E-606

POWER SCHEDULE & DIAGRAMS

E-611 LIGHTING SCHEDULE & DIAGRAMS

E-911

3D LIGHTING

A-123 CLEAR SPACE PLAN

E-154

E-111

E-112

E-113

E-114

E-115

ELECTRICAL DEMO PLAN 1

ELECTRICAL DEMO PLAN 2

ELECTRICAL DEMO PLAN 3

ELECTRICAL DEMO PLAN 4

ELECTRICAL DEMO PLAN 5

POWER DETAILS 2

GEOTECHNICAL

B-101 GEOTECHNICAL TEST PIT SOIL DATA18282982

STRUCTURAL NOTESS-001 18282981

E-155

E-156

18283101

E-510 POWER DETAILS

Reservoir

No 1

No 2

Reservoir

Well

Hospital

Stack

C107

C112

C102

C103

C108

C117

C110

C111

APS SUBSTATION

SECURITY & TRUCK

ENTRANCE GATE 1

SENTRY STATION

ADMINISTRATION

BUILDING

MOTOR TRANSFER

FACILITY ADDITION

NEW RAIL SPUR

EXISTING 12.47KV

OVERHEAD POWER LINE

SITE

ARCHL

STORAGE SITE

BLDG MATERIAL

SITE

STOCKPILE

CULTURAL

SITE

CULTURAL

HISTORIC

RAILROAD

GRADE

ARCHL

SITE

ARCHL

12.47KV

LINE

12.47KV

LINE

12.47 KV LINE

B106

B105

B104

B103

B102

B101

EXISTING 4.16KV LINE

A R

E A

ELECTRICAL SERVICE

TIE TO FIRE PUMP

FIRE PUMP.

VERIFY LOCATION W/

DROP POLE.

CONTRACTING OFFICER.

CULTURAL

SITE

CULTURAL

SITE

C116

C114

SITE

CULTURAL

G-010

VICINITY MAP

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PROJECT LOCATION MAP

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PROJECT SITE

HAUL ROUTE

CAMP NAVAJO

MAIN GATE

CONTRACTOR STAGE

AND LAY DOWN IN

GRAVEL YARD

HAUL ROUTE

EXIT 185

NEAR FLAGSTAFF, AZ

18282980

4 F - 19 - 01

C111

LENGTH

D E

P T

Sandy Fat Clay; Light Brown; Moist; about 20% fine to coarse subrounded to subangular gravel; about 20% fine to coarse subrounded sand; about 60% fines with high plasticity. Samples taken for CBR test.

Test pit performed 4 November 2018, see sheet C-002 for location

6.0

8.0

2.0 4.0 6.0 8.0 10.00

Bottom of pit at 6 ft. Backfilled completed at 1005 hours.

6.0

Easy Digging

N O T E S :

1. This drawing is to be used only for description of subsurface conditions encountered during exploration.

2. Soil classifications and descriptions are based on field log descriptions in accordance with ASTM D 2488

("Description and Identifications of Soils, Visual-Manual Procedure").

3. All explorations were performed on 4 November 2018 by Camp Navajo personal under the supervision of a geotechnical

Groundwater was not encountered at the time of explorations; however, groundwater levels can be ex-pected to fluctuate in response to rainfall variations, particularly in the vicinity of site drainage features.

engineer Fiorella J. Fuentes, P.E. with the US Army Corps of Engineers, Sacramento District utilizing a John Deere 310SJ backhoe with a 18-inch Bucket w/ Single

Pt, Tiger Teeth.

4.0

Trench dimensions are approximate and are not to scale.

4.0

2.0

Moderately Easy Digging

Began excavation at 0940 hours.

Grass

4 F - 19 - 02

C111

LENGTH

D E

P T

Gravelly Sandy Clay with cinders. Red to brown; Moist;

about 40% fine to coarse subrounded to subangular gravel;

about 30% fine to coarse subrounded sand; about 20% fines with medium plasticity..

6.0

2.0 4.0 6.0 8.0 10.0

B.O.T. = 6.0'

Bottom of trench. Backfill completed at 1005 hours.

3.5

4.0

2.0

6.0

Easy Digging

Medium brown; moist; Medium to high plastic fines. Trace of limestone.

Grass. Began excavation at 0830hours.

1.5

Same as above, but moist; medium brown.

Sandy Clay Dark Brown; Dry; Medium plastic; about 40% fine to coarse subrounded sand; about 60% fines with medium plasticity.

Moderately Easy Digging

4 F - 19 - 03

C114

LENGTH

D E

P T

Sandy Clay; Light Brown; Moist; about 30% fine to coarse subrounded to subangular gravel; about 30% fine to coarse subrounded sand; about 40% fines with medium plasticity.

Samples taken for CBR test.

6.0

8.0

2.0 4.0 6.0 8.0 10.00

Bottom of pit at 6 ft. Backfilled completed at 1034 hours.

6.0

Hard Digging

4.04.0

2.0

Moderately Easy Digging

Began excavation at 1016 hours.

Grass

4 F - 19 - 04

C114

LENGTH

D E

P T

Gravelly Sandy clay with cinders. Brown; Moist; about 40% fine to coarse subrounded to subangular gravel; about 40% fine to coarse subrounded sand; about 20% fines with medium plasticity.

8.0

2.0 4.0 6.0 8.0 10.0

B.O.T. = 6.0'

Bottom of trench. Backfill completed at 1051 hours.

3.5

4.0

2.0

6.0

Easy Digging

Grass. Began excavation at 1040hours.

1.5

Same as above.

Sandy Lean Clay; Dark Brown; Moist; about 40% fine to coarse sand; about 60% fines with medium to low plasticity.

Moderately Easy Digging

2.0

Easy Digging

Same as above. Chunks of quartz.

6.0

4 F - 19 - 05

C117

LENGTH

D E

P T

Sandy Clay; brown; Moist; about 20% fine to coarse subrounded to subangular gravel; about 30% fine to coarse subrounded sand; about 50% fines with medium plasticity.

6.0

2.0 4.0 6.0 8.0 10.0

B.O.T. = 6.0'

Bottom of trench. Backfill completed at 1140 hours.

3.5

4.0

2.0

6.0

Easy Digging

Clay; Medium brown; moist; Medium to high plastic fines.

Grass. Began excavation at 1125 hours.

1.5

Same as above, medium brown.

Moderately Easy Digging

D E

P T

Fat Clay; Light Brown; Moist; about 30% fine to coarse subrounded to subangular gravel; about 20% fine to coarse subrounded sand; about 50% fines with high plasticity.

Samples taken for CBR test.

6.0

8.0

2.0 4.0 6.0 8.0 10.00

Bottom of pit at 6 ft. Backfilled completed at 1120 hours.

6.0

Moderately to Hard Digging

4.04.0

Hard Digging

Began excavation at 1105 hours.

Grass

4 F - 19 - 06

C117

Limestone.

2.5

Easy Digging

Limestone; about 30% fine to coarse subrounded sand;

about 70% fines with medium plasticity.

2.5

Sandy Clay; Medium brown; Moist; about 20% fine to coarse subrounded to subangular gravel; about 30% fine to coarse subrounded sand; about 50% fines with medium plasticity.

All percentages of fines, sand and gravel, in field descriptions, are approximate.

8.0

Test pit performed 4 November 2018, see sheet C-002 for location Test pit performed 4 November 2018, see sheet C-002 for location

Test pit performed 4 November 2018, see sheet C-002 for location Test pit performed 4 November 2018, see sheet C-002 for location Test pit performed 4 November 2018, see sheet C-002 for location

US Army Corps of Engineers ®

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B-101

18282982

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C-001

LEGEND:

TREE TO BE REMOVED

NEW GROUND WIRE

(E) GROUND WIRE

NEW DRAIN LINE

(E) DRAIN LINE

(E) CULVERT

(E) OVERHEAD ELECTRICAL

(E) U.G. SECONDARY ELECT.

NEW U.G. SECONDARY ELECT.

(E) CONTOUR

NEW CONTOUR

CENTER LINE

DIRECTION OF FLOW

RIP RAP

RIP RAP GUTTER

ASPHALT

CONCRETE

EARTH

ORDNANCE GROUND PEDESTAL

SURVEYED ITEM

ABBREVIATIONS:

Ø DIAMETER

AC ASPHALTIC CONCRETE

ABC AGGREGATE BASE COURSE

BOT BOTTOM

BP BEGINNING POINT

BRK BREAK

BVCE BEGIN VERTICAL CURVE ELEVATION

BVCS BEGIN VERTICAL CURVE STATION

BW BOTH WAYS

CIP CAST IN PLACE

CL CENTER LINE

CLR CLEAR

CMP CORRUGATED METAL PIPE

CONT CONTIUNOUS

CJ CONTROL JOINT

CRJ CONTROL JOINT

CSG COMPACTED SUBGRADE

DN DOWN

(E) EXISTING

EP END POINT

EX EXISTING

EG EXISTING GRADE

ELEV ELEVATION

EQ EQUAL

EVCE END VERTICAL CURVE ELEVATION

EVCS END VERTICAL CURVE STATION

FF FINISH FLOOR

FG FINISH GRADE

ID IDENTIFICATION

INV INVERT

K CURVE COEFFICIENT

LAP LAP SPLICE

LF LINEAR FEET

LVC LENGTH OF VERTICAL CURVE

MECH MECHANICAL

MIN MINIMUM

MAX MAXIMUM

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OH OVER HEAD

PC POINT OF CURVATURE

PCC PORTLAND CEMENT CONCRETE

PLCS PLACES

PT POINT

PVC POLYVINYL CHLORIDE PIPE

PVI POINT OF VERTICAL INTERSECTION

REF REFERENCE

SPCS SPACES

STA STATION

TYP TYPICAL

UG UNDERGROUND

1. THE EXISTING LOCATIONS OF EXISTING STRUCTURES, UTILITIES, FEATURES, AND TREES AS

SHOWN ON THE DRAWINGS ARE NOT GUARANTEED. VERIFICATION OF ALL DIMENSIONS IS

REQUIRED.

2. UNLESS OTHERWISE NOTED, OFFSET DIMENSIONS FROM THE BUILDING INDICATED ARE FROM

THE OUTSIDE FACE OF WALL. BUILDING LOCATIONS ARE WITH RESPECT TO OUTER WALL LINES.

3. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM CAMP NAVAJO PRIOR TO

START OF ANY EXCAVATION OR GRADING ACTIVITIES.

4. THE CONTRACTOR SHALL TONE AND PHYSICALLY VERIFY ALL CROSSINGS OF EXISTING

UTILITIES PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL ALSO VERIFY

AND CHECK ALL PERTINENT ELEVATION, LOCATION, AND DETAIL DIMENSIONS NOTED ON THE

DRAWINGS PRIOR TO PIPELINE UTILITY INSTALLATION. ANY DISCREPANCY WITH PLAN

ARRANGEMENTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTING

OFFICER OR THEIR DESIGNATED REPRESENTATIVE FOR CLARIFICATION.

5. EXISTING STRUCTURES AND TREES NOT INDICATED ON THE PLANS FOR REMOVAL SHALL BE

PRESERVED. IF ANY SUCH STRUCTURES OR TREES OBSTRUCT CONSTRUCTION OPERATIONS,

THE CONTRACTING OFFICER OR THEIR DESIGNATED REPRESENTATIVE SHALL BE NOTIFIED

BEFORE PROCEEDING.

6. UTILITY SERVICES SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. CONNECTION

TO UTILITIES SHALL BE DONE WITH THE MINIMUM AMOUNT OF DISRUPTION AND SHALL BE

COORDINATED WITH THE CONTRACTING OFFICER AND CAMP NAVAJO. ANY ACTION AFFECTING

THE WATER DISTRIBUTION SYSTEMS AND SANITARY SEWER SYSTEMS SHALL BE COORDINATED

WITH THE CONTRACTING OFFICER AND CAMP NAVAJO.

7. ALL SERVICE CONNECTION OPERATIONS SHALL BE COORDINATED WITH THE CONTRACTING

OFFICER OR THEIR DESIGNATED REPRESENTATIVE. PRIOR TO COMMENCING WORK ON THE

NEW UTILITY LINES, THE CONTRACTOR SHALL:

A. EXCAVATE BY HAND OR CAREFULLY WITH MACHINERY TO VERIFY THE MATERIALS, O.D.,

LOCATION, AND DEPTH OF THE EXISTING UTILITY SERVICES AND STRUCTURES WHICH THE

NEW WORK WILL CROSS OR CONNECT TO. CARE SHALL BE EXERCISED DURING

EXCAVATION AND TRENCHING.

B. VERIFY THAT THE NEW WORK CAN BE INSTALLED AS SHOWN OR NOTIFY THE C.O.R. OF ANY

DISCREPANCIES WHICH WILL PREVENT INSTALLATION OF THE WORK AS SHOWN.

8. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS DURING CONSTRUCTION,

DEWATERING, AND EXCAVATION TO PREVENT DAMAGE TO EXISTING UTILITIES. THE

CONTRACTOR SHALL BE HELD LIABLE IN THE EVENT OF ANY DAMAGE AND HELD RESPONSIBLE

FOR THE MAINTENANCE AND PROTECTION OF ALL EXISTING UTILITIES AND STRUCTURES

SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE

MAINTENANCE AND PROTECTION OF EXISTING UTILITIES AND STRUCTURES NOT SHOWN ON THE

DRAWINGS BUT MADE KNOWN TO HIM. REPAIR OF DAMAGE TO UTILITIES OR STRUCTURES NOT

SHOWN ON THE DRAWINGS SHALL BE ACCOMPLISHED BY THE CONTRACTOR IN ACCORDANCE

WITH THE SPECIFICATIONS AND WITH THE CONCURRENCE OF THE CONTRACTING OFFICER OR

THEIR DESIGNATED REPRESENTATIVE.

9. GOVERNMENT DISPOSAL AREA IS NOT AVAILABLE FOR DISPOSAL OF NON-HAZARDOUS WASTE

MATERIALS. THE CONTRACTOR SHALL DISPOSE ALL WASTE MATERIALS OUTSIDE THE

GOVERNMENT'S PROPERTY.

10. PROTECT ALL EXISTING TREES NOT IDENTIFIED FOR REMOVAL DURING ALL PHASES OF

CONSTRUCTION. MARK TREES FOR REMOVAL BASED ON DEMO PLANS AT BEGINNING OF

PROJECT AND PROCEED WITH TREE REMOVAL. IF REMAINING TREES ARE IN THE WAY FOR

CONTRACTIBILITY OR WERE NOT ON THE SURVEY, ADDITIONAL REMOVAL MAY BE ALLOWED

WITH C.O.R. APPROVAL.

11. CONTRACTOR'S OPERATIONS AND STORAGE AREA (COSA) SHALL BE LOCATED AS SHOWN ON

THE PROJECT LOCATION MAP. COORDINATE WITH CONTRACTING OFFICER FOR EXACT

LOCATION OF COSA. COSA SHALL BE RESTORED TO ITS ORIGINAL CONDITION AFTER PROJECT

COMPLETION. COSA SHALL BE FENCED WITH A SIGN POSTED SHOWING CONTRACTOR'S NAME,

POINT OF CONTACT (POC), AND PHONE NUMBER FOR POC (24 HOURS/DAY), IN CASE OF AN

EMERGENCY DURING OFF-HOURS.

12. PARKING FOR CONTRACTOR VEHICLES (CONSTRUCTION EQUIPMENT, ETC) AND CONTRACTOR

EMPLOYEE VEHICLES (POVS, ETC) SHALL BE LIMITED TO THE COSA AREA. CONTRACTOR AND

CONTRACTOR EMPLOYEE VEHICLES WILL NOT BE ALLOWED TO PARK ANYWHERE ELSE WITHIN

THE BOUNDARIES OF CAMP NAVAJO OR OTHER GOVERNMENT PROPERTY.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND

APPROVALS REQUIRED FOR CONSTRUCTION OF THIS PROJECT AT NO ADDITIONAL COST TO THE

GOVERNMENT.

14. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH FACILITY EVALUATION TEST (FET).

GENERAL CIVIL NOTES:

1. PROJECT SITES HAVE NO AVAILABLE WATER. CONTRACTOR SHALL MAINTAIN A SAFETY PLAN AND

COORDINATE SAFETY PROCEDURES WITH CAMP NAVAJO IN CASE OF A FIRE DURING CONSTRUCTION.

2. EXISTING CULVERTS UNDER ROADWAYS SHALL BE PROTECTED IN PLACE WHEN GRADING ACTIVITIES

OCCUR OVER CULVERTS.

UTILITIES NOTES

1. RESTORE AND ESTABLISH ALL SURVEY MONUMENTS DISTURBED, DAMAGED, OR IMPACTED BY DEMOLITION

OR CONSTRUCTION.

2. CONSTRUCTION TOPOGRAPHIC SURVEY SHALL BE BASED ON THE FOLLOWING:

HORIZONTAL PROJECTION: ARIZONA CENTRAL STATE PLANE (NAD83)

HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 (NAD83)

VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

3. SEE SHEET C-002 FOR SURVEY CONTROL DATA AND FIELD SURVEY NOTES.

CONSTRUCTION SURVEY NOTES:

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C-002

PT: 502+00.00 COINCIDES WITH "

BASELINE C114-C118" 405+00.00

N:1528984.688

E:726674.384

BP: 501+00.00

N:1528909.330

E:726612.849

BP: 300+00.00

N:1528437.830

E:726076.711

ELEV. 7085.43

EP: 323+24.94

N:1530693.936

E:726638.268

ELEV. 7068.73

BP: 200+00.00

N:1528880.918

E:725727.260

ELEV. 7093.60

EP: 220+00.43

N:1530821.122

E:726214.440

ELEV. 7070.64

EP: 505+00.00

N:1529275.940

E:726746.306

ELEV. 7086.83

BP: 100+00.00

N:1528967.256

E:725290.659

ELEV. 7088.99

EP: 120+22.39

N:1530927.299

E:725788.968

ELEV. 7064.86

EP: 421+50.55

N:1530587.130

E:727070.002

ELEV. 7071.02

BP: 400+00.00

N:1528499.271

E:726554.542

ELEV. 7096.51

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SURVEY NOTES:

ORIGINAL SURVEY DATA WAS PROVIDED BY THE

CUSTOMER TO THE DESIGN TEAM. ORIGINAL SURVEY WAS

CONDUCTED BY PHOTOGRAMMETRIC METHODS AND

LiDAR.

DATE OF LiDAR CAPTURE: OCTOBER 21, 2014

DATE OF PHOTOGRAPHY: OCTOBER 22, 2014

SRM JOB NUMBER: F14-0037

DIGITAL FILE NAME: CAMP NAVAJO BLOCK 2-TOPO

SCALE OF MAPPING: 1" = 100'

CONTOUR INTERVAL: 1 FT.

SURVEY CONTRACTOR:

SOUTHERN RESOURCES MAPPING, INC.

701 N. OCEANSHORE BLDV.

FLAGER BEACH, FLORIDA 32136

TELEPHONE: 386 439-4848

SUPPLEMENTAL SURVEY POINTS WERE COLLECTED IN AN

ADDITIONAL SURVEY BY THE U.S. ARMY CORPS OF

ENGINEERS LOS ANGLES DISTRICT. THE PURPOSE OF THE

SURVEY WAS TO COLLECT THE FINISHED FLOOR

ELEVATIONS AND ADDITIONAL SITE FEATURE POINTS FOR

THE MAGAZINES OF THIS PROJECT.

PROJECT SURVEY CONTROL POINTS WERE ESTABLISHED

AND ARE PROVIDED ON THIS SHEET.

TOPOGRAPHY AND FEATURES, IN INTERNATIONAL FEET,

INDICATE THE GENERAL CONDITIONS EXISTING ONLY AT

THE TIME OF SURVEY; 24-25 JULY, 2018.

SURVEY WAS CONDUCTED WITH RTK GPS (FOR SETTING

TEMPORARY CONTROL) AND TOTAL STATION (FOR

LOCATING FEATURES).

PROJECTION IS AZ CENTRAL ZONE.

DATUM IS NAD 83, EPOCH 2010.0

ELEVATIONS ARE NAVD 88, GEOID 12A

UNITS ARE INTERNATIONAL FEET.

SURVEY ACCURACY: 1" = 40' WITH A 1FT CI

SURVEY WAS DONE AS A SUPPLEMENTAL TO AERIAL

MAPPING SURVEY CONDUCTED SOUTHERN RESOURCE

MAPPING, INC IN OCTOBER 2014. FILE NAME FOR SURVEY

IS "CAMP NAVAJO BLOCK2-TOPO.DGN". A FILE WITH BOTH

DATASETS MERGED TOGETHER IS ALSO BEING CREATED.

THIS FILE IS TITLED "CNV_2018-07_COMBINED.DGN"

10.

11.

12.

13.

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GENERAL NOTES:

MAGAZINES C102, C103, AND C107 WERE MODIFIED UNDER

PROJECT P-111.

MAGAZINES C108, C109, C110, C111, C112, C113, C114, C116,

C117, AND C118 WERE MODIFIED UNDER PROJECT P-112.

MAGAZINES C102, C103, C107, C108, C110, C111, C112, C114,

C116, AND C117 ARE TO MODIFIED UNDER THIS CURRENT

PROJECT.

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ALIGNMENT DATA:

CONSTRUCTION CENTERLINE

BASELINE LENGTH LINE DIRECTION

C101-C104 2022.39' N14° 15' 51.48"E

C105-C108 2000.43' N14° 05' 43.46"E

C109-C113 2324.94' N13° 58' 37.92"E

C114-C118 2150.55' N13° 52' 05.21"E

GEOTECH TEST PIT LOCATIONS:

SEE SHEET B-101 FOR SOIL DATA RESULTS

TEST PIT 4F-19-01, LAT:35° 12' 12"N, LONG: 111° 49' 42"W

TEST PIT 4F-19-02, LAT:35° 12' 12"N, LONG: 111° 49' 42"W

TEST PIT 4F-19-03, LAT:35° 12' 21"N, LONG: 111° 49' 34"W

TEST PIT 4F-19-04, LAT:35° 12' 22"N, LONG: 111° 49' 34"W

TEST PIT 4F-19-05, LAT:35° 12' 09"N, LONG: 111° 49' 38"W

TEST PIT 4F-19-06, LAT:35° 12' 09"N, LONG: 111° 49' 37"W

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AutoCAD SHX Text STATION EAST NORTH ELEV TYPE EAST NORTH ELEV TYPE NORTH ELEV TYPE ELEV TYPE TYPE L490 730926.486 1538914.226 7128.524 3 1/2' BR. DISC K490 727881.379 1541191.172 7156.198 3 1/2' BR. DISC B162 RM1 731933.160 1528026.304 7281.865 3 1/2' BR. DISC x

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DEMO EXISTING GROUND GIRDLE CABLE AT LOCATIONS

SHOWN. SEE DETAIL A SHEET E-152.

REMOVE EXISTING 12" CMP

REMOVE EXISTING TREES. SEE PLAN NOTES AND SPECS

FOR TREE REMOVAL REQUIREMENTS. TREES SHOWN ARE

APPROXIMATE. CONTRACTOR TO VERIFY IN THE FIELD.

DEMOLISH ELECTRICAL POLE. SEE SHEET E-141.01

DEMOLISH EXISTING UNDERGROUND ELECTRIC

REMOVE EXISTING 18" DIA. CULVERT. FILL VOID WITH

SUITABLE MATERIAL AND COMPACT. SEE 3.10 IN SPEC 31

00 00.

DEMO SIDEWALK SEE CD501

GROUND TEST BOX AND BOLLARDS TO REMAIN IN PLACE

SEE OVER EXCAVATION TABLE ON CD503. OVER

EXCAVATE TO THE DEPTH SHOWN. EXCAVATION DEPTH

APPLIES BELOW THE IGLOO FLOOR AND APRON. DO NOT

APPLY OVER EXCAVATION TO DOCK PIT, ROAD

MODIFICATION, OR TURNOUT AREAS.

LEGEND:

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DEMO EXISTING FLOOR INSIDE MAGAZINE SHEET CD503

DEMO EXISTING GROUND GIRDLE CABLE AT LOCATIONS

SHOWN. SEE DETAIL A SHEET E-152.

REMOVE EXISTING 12" CMP

REMOVE EXISTING TREES. SEE PLAN NOTES AND SPECS

FOR TREE REMOVAL REQUIREMENTS. TREES SHOWN ARE

APPROXIMATE. CONTRACTOR TO VERIFY IN THE FIELD.

NOT USED

DEMOLISH EXISTING UNDERGROUND ELECTRIC.

NOT USED

DEMO SIDEWALK SEE CD501

GROUND TEST BOX AND BOLLARDS TO REMAIN IN PLACE

SEE OVER EXCAVATION TABLE ON CD503. OVER EXCAVATE

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SHOWN. SEE DETAIL A SHEET E-152.

REMOVE EXISTING 12" CMP

REMOVE EXISTING TREES. SEE PLAN NOTES AND SPECS

FOR TREE REMOVAL REQUIREMENTS. TREES SHOWN ARE

APPROXIMATE. CONTRACTOR TO VERIFY IN THE FIELD.

DEMOLISH ELECTRICAL POLE. SEE SHEET E-141.03

DEMOLISH EXISTING UNDERGROUND ELECTRIC

NOT USED

DEMO SIDEWALK SEE CD501

GROUND TEST BOX AND BOLLARDS TO REMAIN IN PLACE

SEE OVER EXCAVATION TABLE ON CD503. OVER

EXCAVATE TO THE DEPTH SHOWN. EXCAVATION DEPTH

APPLIES BELOW THE IGLOO FLOOR AND APRON. DO NOT

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DEMO EXISTING GROUND GIRDLE CABLE AT LOCATIONS

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REMOVE EXISTING 12" CMP

REMOVE EXISTING TREES. SEE PLAN NOTES AND SPECS

FOR TREE REMOVAL REQUIREMENTS. TREES SHOWN ARE

APPROXIMATE. CONTRACTOR TO VERIFY IN THE FIELD.

DEMOLISH ELECTRICAL POLE. SEE SHEET E-141.04

DEMOLISH EXISTING UNDERGROUND ELECTRIC

EXISTING POWER POLE GUY WIRES TO BE REMOVED. SEE

ELECTRICAL PLANS.

DEMO SIDEWALK SEE CD502

GROUND TEST BOX AND BOLLARDS TO REMAIN IN PLACE

SEE OVER EXCAVATION TABLE ON CD503. OVER

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DEMO EXISTING GROUND GIRDLE CABLE AT LOCATIONS

SHOWN. SEE DETAIL A SHEET E-153.

REMOVE EXISTING 12" CMP

NOT USED

DEMOLISH EXISTING UNDERGROUND ELECTRIC

NOT USED

DEMO SIDEWALK SEE CD502

GROUND TEST BOX AND BOLLARDS TO REMAIN IN PLACE

SEE OVER EXCAVATION TABLE ON CD503. OVER

EXCAVATE TO THE DEPTH SHOWN. EXCAVATION DEPTH

APPLIES BELOW THE IGLOO FLOOR AND APRON. DO NOT

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C111

(INSIDE)

TYP.

EXISTING

OVERHEAD

POWER - SEE

ELECTRICAL

KEY NOTE

DEMO EXISTING APRON DETAIL 1, SHEET CD502

DEMO EXISTING FLOOR INSIDE MAGAZINE SHEET CD503

DEMO EXISTING GROUND GIRDLE CABLE AT LOCATIONS

SHOWN. SEE DETAIL A SHEET E-153.

REMOVE EXISTING 12" CMP

REMOVE EXISTING TREES. SEE PLAN NOTES AND SPECS

FOR TREE REMOVAL REQUIREMENTS. TREES SHOWN ARE

APPROXIMATE. CONTRACTOR TO VERIFY IN THE FIELD.

DEMOLISH ELECTRICAL POLE. SEE SHEET E-141.06

DEMOLISH EXISTING UNDERGROUND ELECTRIC

EXISTING POWER POLE GUY WIRES TO BE REMOVED. SEE

ELECTRICAL PLANS.

DEMO SIDEWALK SEE CD502

GROUND TEST BOX AND BOLLARDS TO REMAIN IN PLACE

SEE OVER EXCAVATION TABLE ON CD503. OVER

EXCAVATE TO THE DEPTH SHOWN. EXCAVATION DEPTH

APPLIES BELOW THE IGLOO FLOOR AND APRON. DO NOT

APPLY OVER EXCAVATION TO DOCK PIT, ROAD

MODIFICATION, OR TURNOUT AREAS.

L A

CD106

LEGEND:

TREE TO BE REMOVED

(E) GROUND WIRE

(E) SUBGRADE DRAIN LINE

(E) CULVERT

(E) OVERHEAD ELECTRICAL

(E) UNDERGROUND ELECTRICAL

(E) 12" CMP

DEMO APRON

DEMO GROUND WIRE

DEMO CULVERT

SURVEYED ITEM

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(INSIDE)

EXISTING

OVERHEAD

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ELECTRICAL

TYP.

KEY NOTE

DEMO EXISTING APRON DETAIL 1, SHEET CD502

DEMO EXISTING FLOOR INSIDE MAGAZINE SHEET CD503

DEMO EXISTING GROUND GIRDLE CABLE AT LOCATIONS

SHOWN. SEE DETAIL A SHEET E-153.

REMOVE EXISTING 12" CMP

REMOVE EXISTING TREES. SEE PLAN NOTES AND SPECS

FOR TREE REMOVAL REQUIREMENTS. TREES SHOWN ARE

APPROXIMATE. CONTRACTOR TO VERIFY IN THE FIELD.

NOT USED

DEMOLISH EXISTING UNDERGROUND ELECTRIC

EXISTING POWER POLE GUY WIRES TO BE REMOVED. SEE

ELECTRICAL PLANS E-141.07.

DEMO SIDEWALK SEE CD502

GROUND TEST BOX AND BOLLARDS TO REMAIN IN PLACE

SEE OVER EXCAVATION TABLE ON CD503. OVER

EXCAVATE TO THE DEPTH SHOWN. EXCAVATION DEPTH

APPLIES BELOW THE IGLOO FLOOR AND APRON. DO NOT

APPLY OVER EXCAVATION TO DOCK PIT, ROAD

MODIFICATION, OR TURNOUT AREAS.

L A

CD107

LEGEND:

TREE TO BE REMOVED

(E) GROUND WIRE

(E) SUBGRADE DRAIN LINE

(E) CULVERT

(E) OVERHEAD ELECTRICAL

(E) UNDERGROUND ELECTRICAL

(E) 12" CMP

DEMO APRON

DEMO GROUND WIRE

DEMO CULVERT

SURVEYED ITEM

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DEMO EXISTING APRON DETAIL 1, SHEET CD502

DEMO EXISTING FLOOR INSIDE MAGAZINE SHEET CD503

DEMO EXISTING GROUND GIRDLE CABLE AT LOCATIONS

SHOWN. SEE DETAIL A SHEET E-153.

REMOVE EXISTING 12" CMP

REMOVE EXISTING TREES. SEE PLAN NOTES AND SPECS

FOR TREE REMOVAL REQUIREMENTS. TREES SHOWN ARE

APPROXIMATE. CONTRACTOR TO VERIFY IN THE FIELD.

DEMOLISH ELECTRICAL POLE. SEE SHEET E-141.08

DEMOLISH EXISTING UNDERGROUND ELECTRIC

EXISTING POWER POLE GUY WIRES TO BE REMOVED. SEE

ELECTRICAL PLANS E-141.08.

DEMO SIDEWALK SEE CD502

GROUND TEST BOX AND BOLLARDS TO REMAIN IN PLACE

SEE OVER EXCAVATION TABLE ON CD503. OVER

EXCAVATE TO THE DEPTH SHOWN. EXCAVATION DEPTH

APPLIES BELOW THE IGLOO FLOOR AND APRON. DO NOT

APPLY OVER EXCAVATION TO DOCK PIT, ROAD

MODIFICATION, OR TURNOUT AREAS.

C114

(INSIDE)

TYP.

EXISTING

OVERHEAD

POWER - SEE

ELECTRICAL

L A

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(E) GROUND WIRE

(E) SUBGRADE DRAIN LINE

(E) CULVERT

(E) OVERHEAD ELECTRICAL

(E) UNDERGROUND ELECTRICAL

(E) 12" CMP

DEMO APRON

DEMO GROUND WIRE

DEMO CULVERT

SURVEYED ITEM

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C116

(INSIDE)

TYP.

EXISTING

OVERHEAD

POWER - SEE

ELECTRICAL

KEY NOTE

DEMO EXISTING APRON DETAIL 1, SHEET CD502

DEMO EXISTING FLOOR INSIDE MAGAZINE SHEET CD503

DEMO EXISTING GROUND GIRDLE CABLE AT LOCATIONS

SHOWN. SEE DETAIL A SHEET E-153.

REMOVE EXISTING 12" CMP

REMOVE EXISTING TREES. SEE PLAN NOTES AND SPECS

FOR TREE REMOVAL REQUIREMENTS. TREES SHOWN ARE

APPROXIMATE. CONTRACTOR TO VERIFY IN THE FIELD.

NOT USED

DEMOLISH EXISTING UNDERGROUND ELECTRIC

EXISTING POWER POLE GUY WIRES TO BE RELOCATED.

SEE ELECTRICAL PLANS E-141.10.

DEMO SIDEWALK SEE CD502

GROUND TEST BOX AND BOLLARDS TO REMAIN IN PLACE

SEE OVER EXCAVATION TABLE ON CD503. OVER

EXCAVATE TO THE DEPTH SHOWN. EXCAVATION DEPTH

APPLIES BELOW THE IGLOO FLOOR AND APRON. DO NOT

APPLY OVER EXCAVATION TO DOCK PIT, ROAD

MODIFICATION, OR TURNOUT AREAS.

L A

CD109

LEGEND:

TREE TO BE REMOVED

(E) GROUND WIRE

(E) SUBGRADE DRAIN LINE

(E) CULVERT

(E) OVERHEAD ELECTRICAL

(E) UNDERGROUND ELECTRICAL

(E) 12" CMP

DEMO APRON

DEMO GROUND WIRE

DEMO CULVERT

SURVEYED ITEM

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N: 1528956.62

E: 726646.19

N: 1528944.35

E: 726663.65

N: 1529195.23

E: 726718.23

N: 1529191.06

E: 726735.08

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EXISTING

OVERHEAD

POWER - SEE

ELECTRICAL

KEY NOTE

DEMO EXISTING APRON DETAIL 1, SHEET CD502

DEMO EXISTING FLOOR INSIDE MAGAZINE SHEET CD503

DEMO EXISTING GROUND GIRDLE CABLE AT LOCATIONS

SHOWN. SEE DETAIL A SHEET E-153.

REMOVE EXISTING 12" CMP

REMOVE EXISTING TREES. SEE PLAN NOTES AND SPECS

FOR TREE REMOVAL REQUIREMENTS. TREES SHOWN ARE

APPROXIMATE. CONTRACTOR TO VERIFY IN THE FIELD.

DEMOLISH ELECTRICAL POLE. SEE SHEET E-141.11

DEMOLISH EXISTING UNDERGROUND ELECTRIC

SAW CUT EXISTING ASPHALT ROAD. KEEP REMAINING

EDGE OF ASPHALT INTACT AND PROTECT FROM DAMAGE

TO PROVIDE FOR CLEAN JOINT WITH NEW PAVEMENT.

DEMO SIDEWALK SEE CD502

GROUND TEST BOX AND BOLLARDS TO REMAIN IN PLACE

DEMO EXISTING ASPHALT PAVEMENT.

SEE OVER EXCAVATION TABLE ON CD503. OVER

EXCAVATE TO THE DEPTH SHOWN. EXCAVATION DEPTH

APPLIES BELOW THE IGLOO FLOOR AND APRON. DO NOT

APPLY OVER EXCAVATION TO DOCK PIT, ROAD

MODIFICATION, OR TURNOUT AREAS.

EXISTING POWER POLE GUY WIRES TO BE REMOVED. SEE

ELECTRICAL PLANS E-141.11.

L A

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LEGEND:

TREE TO BE REMOVED

(E) GROUND WIRE

(E) SUBGRADE DRAIN LINE

(E) CULVERT

(E) OVERHEAD ELECTRICAL

(E) UNDERGROUND ELECTRICAL

(E) 12" CMP

DEMO APRON

DEMO GROUND WIRE

DEMO CULVERT

DEMO ASPHALT ROAD

SURVEYED ITEM

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1 inch = 20 ft.

G G

SAW CUT

EXISTING SIDEWALK TO

REMAIN

SAW CUT

DEMOLISH CONCRETE UNDER

DOOR POCKET FOR IGLOOS

C-102 AND C-103 ONLY. IGLOO

C-107 SLAB UNDER DOOR

POCKET HAS BEEN MODIFIED

DO NOT DEMOLISH

REMOVE SIDEWALK

EXISTING

MECHANICAL

ROOM

M A

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CONCRETE FLOOR, SEE DETAIL

2, SHEET CD102

REMOVE EXISTING HEADWALL

TO TOP OF EXISTING FOOTING

10'-6"

FACE OF EXTERIOR HEADWALL

FACE OF INSIDE WALL

FACE OF PILASTER

REMOVE EXISTING DOOR SEAL

REMOVE EXISTING

CONCRETE APRON

REMOVE EXISTING

SUBGRADE OVER

FOOTING BY HAND

EXISTING FOOTING TO REMAIN

PROTECT SOIL BELOW

9" REINFORCED CONCRETE**

APPROACH SLAB

#4 REBARS @12" OC

EACH WAY

6" AGGREGATE

BASE COURSE

FILTER FABRIC

COMPACTED SUBGRADE

TURN DOWN SLAB

ALL AROUND APRON

**CONCRETE THICKNESS VARIES 8.5" TO 11" PER BORE LOGS

CONTROL

JOINT (TYP)

CONTROL

JOINT (TYP)

12" x 15" x 2" STEEL

PLATE (A36) (20 TOTAL)

5/8"Ø x 2-1/2"

WELDED STUDS

(6 TOTAL) SECURE

TO REBAR

REBAR

12"

2'-0"

2'-0" REF

9"**

1'-0"

4" 15" 4"

3" CLR

7" RED CINDER

WARNING TAPE

LABELED "ELECTRICAL"

AGGREGATE BASE

MATERIAL

2" PVC COMMUNICATIONS

CONDUIT

UNDISTURBED

EARTH (TYP)

2" RIGID STEEL

ELECTRIC CONDUIT

CONCRETE

ENCASEMENT

TRENCH WIDTH

3" 2" 2" 2"

12"

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EX. HEADWALL DEMOLITION @ DOOR

CD501

APRON DEMOLITION

IGLOO ID: C102, 103, 107

SCALE: 1/8" = 1'

CD501

APRON DEMOLITION KEY NOTES:

MOVE AND/OR LOWER EXISTING GROUND CABLE.

COORDINATE WITH ELECTRICAL PLANS

REMOVE EXISTING CONCRETE APRON SEE

DETAIL 3 ON CD501.

REMOVE EXISTING RAIL INTERFACE. SEE DETAIL

4 ON CD501

REMOVE EXISTING HEADWALL TO TOP OF

EXISTING FOOTING, DETAIL 2 ON CD501

SEE OVER EXCAVATION TABLE AND NOTES

DETAIL 2 ON CD503 FOR OVER EXCAVATION

REQUIREMENTS FOR THE APRON.

EXISTING APRON SLAB

CD501

EXISTING RAIL INTERFACE SECTION

CD501

IGLOO ID: C102, 103, 107 SCALE: NONE

IGLOO ID: C102, 103, 107 SCALE: NONE IGLOO ID: C102, 103, 107 SCALE: NONE

APRON DEMOLITION SHEET NOTES:

DETAILS BELOW ON THIS SHEET SHOW THE

EXISTING CONDITIONS BASED ON ASBUILT

DRAWINGS AND ARE PROVIDED FOR THE

CONTRACTOR'S REFERENCE FOR BIDDING AND

DEMOLITION PURPOSES.

DEMOLITION LEGEND:

DEMO APRON

DEMO SIDEWALK

DEMO HEADWALL

TYP. EXISTING UTILITY TRENCH

CD501

IGLOOS C102, 103, 107 SCALE: NONE

18282995

AutoCAD SHX Text C

G G

M A

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SAW CUT

EXISTING

PILASTER

PRESERVE EXISTING SLAB

UNDER BLAST DOOR

SAW CUT

EXISTING SIDEWALK TO

REMAIN

EXISTING

MECHANICAL

ROOM

REMOVE SIDEWALK

E X

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#4@12" EACH WAY

FACE OF

PLASTER

REMOVE EXISTING APRON

EXTERIOR FACE

OF HEADWALL

FACE OF

INTERIOR WALL

JOINT

REMOVE EXISTING IGLOO

CONCRETE FLOOR, SEE

DETAIL 1, SHEET CD503

CONTROLLED FILL

**CONCRETE THICKNESS VARIES 8.5" TO 11" PER BORE LOGS

FILTER FABRIC

#4@18"

#5 T&B

JOINT SEALANT

ALL AROUND

12" x 15" x 2" STEEL ALIGNMENT PLATE (A36)

(20 TOTAL)

5/8"Ø x 2-1/2"

WELDED STUDS (4 TOTAL)

1-1/2" x 3"

KEYED

JOINT

2'-0" ±

2'-0"

1'-6"

8'-0"

6'-8" APPROX

1'-9"

9"**

1'-6"

8" BASE COURSE

3" CLEAR (TYP)

9" PCC**

15" 4"

1/4"

1/2" (TYP)

(TYP)

VARIES 0" TO 1"

EXISTING FOOTING TO REMAIN

PROTECT SOIL UNDER

FOOTINGS TO REMAIN

REMOVE SUBGRADE ABOVE

FOOTING BY HAND

RED CINDER

EXISTING

PAVEMENT AND

GRAVEL BASE

AGGREGATE BASE

MATERIAL

CONCRETE

ENCASEMENT

RIGID STEEL

ELECTRIC CONDUIT

#4 @ 24"

2" PVC COMMUNICATION CONDUIT

1/0 BARE COPPER GROUND

PLACE CONCRETE

AGAINST UNDISTURBED

EARTH (TYP)

4 - #4

5.25" 4.25" 5.25"

15"

TRENCH WIDTH

REBAR ONLY UNDER ROAD SURFACES

APRON DEMOLITION

IGLOO ID: C108, 110, 111, 112, 114, 116, 117

SCALE: 1/8" = 1'

CD502

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CD502

EXISTING RAIL INTERFACE SECTION

CD502

EX. HEADWALL DEMOLITION @ DOOR

CD502

IGLOO ID: C108, 110, 111, 112, 114, 116, 117

SCALE: NONE

IGLOO ID: C108, 110, 111, 112, 114, 116, 117

SCALE: NONE

IGLOO ID: C108, 110, 111, 112, 114, 116, 117

SCALE: NONE

APRON DEMOLITION KEY NOTES:

MOVE AND/OR LOWER EXISTING GROUND CABLE.

COORDINATE WITH ELECTRICAL PLANS

REMOVE EXISTING CONCRETE APRON SEE

DETAIL 3 ON CD502

REMOVE EXISTING RAIL INTERFACE. SEE DETAIL

4 ON CD502

REMOVE EXISTING HEADWALL TO TOP OF

EXISTING FOOTING, DETAIL 2 ON CD502

SEE OVER EXCAVATION TABLE AND NOTES

DETAIL 2 ON CD503 FOR OVER EXCAVATION

REQUIREMENTS FOR THE APRON.

APRON DEMOLITION SHEET NOTES:

DETAILS BELOW ON THIS SHEET SHOW THE

EXISTING CONDITIONS BASED ON ASBUILT

DRAWINGS AND ARE PROVIDED FOR THE

CONTRACTOR'S REFERENCE FOR BIDDING AND

DEMOLITION PURPOSES.

DEMOLITION LEGEND:

DEMO APRON

DEMO SIDEWALK

DEMO HEADWALL

CD502

TYP. EXISTING UTILITY TRENCH

IGLOO ID: C108, 110, 111, 112, 114, 116, 117

SCALE: NONE

18282997

AutoCAD SHX Text C

81'-4"

40'-6" ± 3'-0"

1'-0"

3" MAX

REMOVE EXISTING RAIL SYSTEM

SAW CUT @ LIMITS

OF REMOVAL

REMOVE EXISTING RAIL GROUND

CABLE (LOCATION VARIES)

CUT EXISTING GROUND

CABLE AT BEND

(LOCATION VARIES)

REMOVE EXISTING RAIL

GROUND CABLE

(LOCATION VARIES)

SAW CUT EXISTING FLOOR AT SEAM

FOR FIRST & SECOND DEMOLITION

CONCRETE

SAW CUT

SAW CUT @ LIMITS

OF REMOVAL

REMOVE EXISTING RAIL SYSTEM

FRAGMENTATION PLATE

REMOVE SLAB WITHIN

3" OF FRAGMENTATION

PLATE (TYP)

PRESERVE EXISTING RAIL

SYSTEM GROUNDING CABLE

WITHIN WEEP TROUGH

FRAGMENTATION PLATE

REMOVE SLAB WITHIN

3" OF FRAGMENTATION

PLATE (TYP)

GGGGGGGGGGGGGGGGGGG

G G

2'-3" 11'-0" 11'-0" 2'-3"

EXISTING MESH FOUND

IN BLDG'S C104 & C106

4" x 4" #6 x #6

SAW CUT AND REMOVE

EXISTING CONCRETE

FLOOR AND RAIL SYSTEM

FULL DEPTH SAW CUT (TYP)

PRESERVE EXISTING

WIRE FABRIC IN

REMAINING FOOTINGS

FOR GROUNDING

PURPOSES

PRESERVE EXISTING

WIRE FABRIC IN

REMAINING FOOTINGS

FOR GROUNDING

PURPOSES

6"*

*6" SLAB THICKNESS PER DESIGN PLANS.

ACTUAL CONCRETE THICKNESS AS DEEP AS 8"

IN PAST PROJECTS WHERE FLOOR WAS

REMOVED.

EXCAVATE PER SPECIFICATION SECTION

31 00 00 PARAGRAPH 3.1.7 "STRUCTURAL

EXCAVATION" AND NOTES THIS SHEET

1'-0"

FULL DEPTH SAW CUT

EXISTING IGLOO

REAR WALL

EXISTING IGLOO FOOTING

REMOVE EXISTING FLOOR

AND RAIL SYSTEM

PRESERVE EXISTING WIRE

FABRIC IN REMAINING FOOTINGS

FOR GROUNDING PURPOSES

FLOOR DEMOLITION

ALL IGLOOS SCALE: 1/4" = 1'

CD503

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NAVFAC NO.

BCOES SUBMITTAL

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FIRST DEMOLITION

SECOND DEMOLITION

SLAB REMOVAL & PLACEMENT SEQUENCE

THE FLOOR SLAB IS TO BE REPLACED IN 2

STEPS. REMOVE EXISTING SLAB IN FIRST

DEMOLITION AREA AND INSTALL NEW SLAB.

DO NOT REMOVED SECOND SLAB AREA

UNTIL NEWLY POURED CONCRETE PASSES 7

DAY CYLINDER BREAK STRENGTH TESTS.

THE EXISTING RAIL SYSTEM GROUND CABLE

LIES IN THE DRAIN TROUGH ALONG THE

WALL AND IS ROUTED TO THE RAILS VIA A

GROUTED NOTCH IN THE SLAB.

EXCAVATION AND BACKFILL SHALL BE

PERFORMED IN FOUR STAGES. ONE HALF

OF THE FLOOR SLAB SHALL BE DEMOLISHED.

ONE FOURTH OF THE FLOOR AREA SHALL BE

OVER EXCAVATED, BACK FILLED AND

COMPACTED. THE NEXT ONE FOURTH AREA

SHALL BE OVER EXCAVATED, BACK FILLED,

AND COMPACTED PRIOR TO INSTALLATION

OF THE NEW FLOOR SLAB. AFTER THE NEW

FLOOR CURES, THE REMAINING FLOOR SLAB

SHALL THEN BE DEMOLISHED PER KEY NOTE

1. THE SAME ONE FOURTH OVER

EXCAVATION, BACK FILL AND COMPACTION

METHOD SHALL BE USED FOR THE

REMAINING FLOOR AREA AS DESCRIBED

PREVIOUSLY TO ENSURE STABILITY OF THE

EXISTING FOUNDATIONS AND WALLS.

CONTRACTOR SHALL

PROTECT THE SOIL

UNDER THE EXISTING

FOOTING WHEN

EXCAVATING.

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FLOOR DEMOLITION SECTION

ALL IGLOOS SCALE: NONE

CD503

CD502

CD501

FLOOR DEMOLITION @ REAR WALL

ALL IGLOOS SCALE: NONE

CD503 CD503

18282997

OVER EXCAVATION (FLOOR & APRON)

4 - 6

2.5 - 6

3 - 4

2.5 - 3

3 - 4

2.5 - 3

4 - 6

NOTES:

FOR BIDDING PURPOSES ASSUME THE AVERAGE

ESTIMATED DEPTH FOR EACH IGLOO. MEASUREMENT

STARTS AT TOP OF FINISH FLOOR.

EXCAVATION SHALL BE TERMINATED WHERE

LIMESTONE/SANDSTONE OR HARD RESIDUAL SOIL IS

ENCOUNTERED. GEOTECH REPRESENTATIVE SHALL

INSPECT, EVALUATE SOIL EVERY 2 FEET, AND

DETERMINE FINAL EXCAVATION DEPTH.

C.O.R. SHALL INSPECT AND APPROVE FINAL

EXCAVATION DEPTH OF EACH SECTION BEFORE

BACKFILL AND CONCRETE PLACEMENT.

CONTRACTOR SHALL PROTECT THE SOIL UNDER THE

EXISTING FOOTING WHEN EXCAVATING.

SOIL EXCAVATION

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

IGLOO

AutoCAD SHX Text

ESTIMATED DEPTH (FT)

AutoCAD SHX Text C102

AutoCAD SHX Text C103

AutoCAD SHX Text C107

AutoCAD SHX Text C108

AutoCAD SHX Text C110

AutoCAD SHX Text C111

AutoCAD SHX Text C112

AutoCAD SHX Text C114

AutoCAD SHX Text C116

C117

N: 1530113.919

E: 725615.575

ELEV: 7066.87

N: 1530165.106

E: 725651.802

ELEV: 7065.19

N: 1530161.647

E: 725507.837

ELEV: 7064.01

N: 1530008.668

E: 725728.473

N: 1530168.310

E: 725437.478

ELEV: 7064.40

N: 1530055.974

E: 725426.276

ELEV: 7068.72

N: 1530023.206

E: 725434.468

ELEV: 7069.17

N: 1529963.643

E: 725474.305

ELEV: 7068.28

N: 1529936.676

E: 725492.342

ELEV: 7070.27

N: 1529883.207

E: 725496.064

ELEV: 7071.11

N: 1530002.569

E: 725592.721

ELEV: 7067.00

N: 1529967.555

E: 725615.355

ELEV: 7066.78

N: 1529948.323

E: 725687.583

ELEV: 7066.40

N: 1529970.325

E: 725742.964

ELEV: 7066.08

N: 1530106.971

E: 725827.541

ELEV: 7065.28

109+00

110+00

111+00

112+00

113+00

Igloo C102

Number

Radius

100.00

Length

177.29

78.54

44.17

Line/Chord Direction

N76° 00' 00.00"W

S81° 30' 01.49"W

S59° 00' 02.99"W

L A

KEY NOTES:

V DITCH 3:1 SIDE SLOPES. LOCATION AND ELEVATION PER

PLAN. DETAIL 4 ON C-501

EXISTING TREES TO BE REMOVED PER THE DEMO PLANS

SHOWN FOR REFERENCE. LOCATIONS ARE APPROXIMATE.

CONTRACTOR TO VERIFY IN THE FIELD.

CULVERT IS NO LONGER NEEDED DUE TO LARGER

CULVERT TO THE NORTH. NEW ROAD AFFECTS MINIMUM

COVER REQUIREMENTS. REMOVE EXISTING 18" DIA.

CULVERT. FILL VOID WITH SUITABLE MATERIAL AND

COMPACT. SEE 3.10 IN SPEC 31 00 00.

GRADE BREAK THIS LOCATION. UPSTREAM SLOPE IS 5.0%

WITH DITCH LENGTH OF 88 LF. GRADE OF DITCH CHANGES

TO 1.0% DOWNSTREAM THIS LOCATION AND DITCH LENGTH

IS 219 LF.

1 344 LF @ 0.5%

TYP.

SHEET C-102

SHEET C-103

C-101

CONSTRUCTION "BASELINE

C102 TURNOUT" STAKEOUT

TABLE THIS SHEET

CONSTRUCTION BASELINE

"C101-C104" STAKEOUT

TABLES ON C-002

IGLOO C102

FF = 7069.14

1 62 LF @ 1.0%

92 LF @ 0.66%

US Army Corps of Engineers ®

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