A.07.24_Amendment_02_EIE381.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

PROJECT TITLE/LOCATION: EIE381, EARTH COVERED MAGAZINES, EIELSON AFB, ALASKA

a. This amendment provides changes to the solicitation as indicated on the continuation page(s) of this document.

b. PROPOSAL DUE DATE IS UNCHANGED AND REMAINS 6 FEBRUARY 2017 AT 1400 HOURS ALASKA TIME. Proposals shall be submitted in accordance w ith Section 00 21 00, paragraph 1.12, Proposal Submittals.

c. YOU ARE REQUIRED TO ACKNOWLEDTGE RECEIPT OF THIS AMENDMENT ON THE REVERSE SIDE OF THE STANDARD FORM 1442.

1. CONTRACT ID CODE PAGE OF PAGES

1 11

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 10-Jan-2017

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W911KB-17-R-0006

X 9B. DATED (SEE ITEM 11)

06-Jan-2017

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

10-Jan-2017

CODE

U.S. ARMY ENGINEER DISTRICT, AK

CEPOA-CT (W911KB)

PO BOX 6898

JBER AK 99506-0898

W911KB 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SUMMARY

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

a. The following drawings are substituted for the superseded documents/sections:

NONE

b. The following revised documents/sections are substituted for the superseded documents/sections. The identifier “AM#2” appears before and after new and/or revised materials, except as noted below.

NOTE: Revisions within the following documents do not contain the above referenced identifiers:

SECTION 00 21 00 – INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS

The following contract clause has been updated:

1.7.1.1.5. Bidder Inquiry Key - 5VZW4K-2QWU65

52.236-27 Alt I – SITE VISIT

c. The following sections are deleted:

NONE

d. The following documents are added:

Entire drawing package for EIE381 has been incorporated.

e. The following revisions are incorporated:

NONE

f. Other:

NONE

(End of Summary of Changes)

ALL OTHER TERMS AND CONDITIONS SHALL REMAIN THE SAME.

1.6. COPIES OF SOLICITATION DOCUMENTS AND AMENDMENTS

Copies of the solicitation and amendments are available by INTERNET ACCESS ONLY. All solicitation documents will be posted to the Federal Business Opportunities website at: http://www.fbo.gov/ via Quick Search

(Solicitation No. W911KB-17-R-0006).

It shall be the contractor’s responsibility to check the websites for any amendments. The offeror shall submit in the proposal all requested information specified in this solicitation. There will be no public opening of the proposals received as a result of this solicitation.

A list of interested vendors (potential offerors and subcontractors) is available on the federal business opportunities web site (registration required) is available at: http://www.fbo.gov/ via Quick Search (Solicitation No. W911KB-

17-R-0006).

1.7. OFFEROR'S QUESTIONS AND COMMENTS

Questions and/or comments relative to these documents should be submitted via the Bidder Inquiry system as indicated below.

All questions and/or comments should be submitted no later than seven (7) calendar days prior to the proposal due date.

1.7.1. Bidder Inquiry

1.7.1.1. Technical inquiries and questions relating to proposal procedures or bonds are to be submitted via

Bidder Inquiry in ProjNet at http://www.projnet.org/projnet.

1.7.1.1.1. To submit and review bid inquiry items, bidders will need to be a current registered user or self-register into system. To self-register go to web page, click BID tab select Bidder Inquiry, select agency USACE, enter Key for this solicitation listed below, and your e-mail address, click login. Fill in all required information and click create user. Verify that information on the next screen is correct and click on continue.

1.7.1.1.2. From this page you may view all bidder inquiries or add inquiry. A complete listing of all inquiries and responses will be issued by amendment after the inquiry period closes.

1.7.1.1.3. Bidders will receive an acknowledgement of their question via email, followed by an answer to their question after it has been processed by our technical team.

1.7.1.1.4. The Solicitation Number is: W911KB-17-R-0006

1.7.1.1.5. The Bidder Inquiry Key is: 5VZW4K-2QWU65

AM#2

(End of provision)

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) – ALTERNATE I (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) An organized site visit has been scheduled for: 17 January 2017 at 1100 hours

(c) Participants will meet at: Eielson Resident Office

(End of provision)

52.236-28 PREPARATION OF PROPOSALS--CONSTRUCTION (OCT 1997)

(a) Proposals must be (1) submitted on the forms furnished by the Government or on copies of those forms, and (2) manually signed. The person signing a proposal must initial each erasure or change appearing on any proposal form.

(b) The proposal form may require offerors to submit proposed prices for one or more items on various bases, including--

(1) Lump sum price;

(2) Alternate prices;

(3) Units of construction; or

(4) Any combination of paragraphs (b)(1) through (b)(3) of this provision.

(c) If the solicitation requires submission of a proposal on all items, failure to do so may result in the proposal being rejected without further consideration. If a proposal on all items is not required, offerors should insert the words “no proposal” in the space provided for any item on which no price is submitted.

(d) Alternate proposals will not be considered unless this solicitation authorizes their submission.

(End of provision)

252.204-7004 ALTERNATE A, SYSTEM FOR AWARD MANAGEMENT (FEB 2014)

(a) Definitions. As used in this provision—

“System for Award Management (SAM) database” means the primary Government repository for contractor information required for the conduct of business with the Government.

“Commercial and Government Entity (CAGE) code” means—

(1) A code assigned by the Defense Logistics Information Service (DLIS) to identify a commercial or Government entity; or

(2) A code assigned by a member of the North Atlantic Treaty Organization that DLIS records and maintains in the CAGE master file. This type of code is known as an “NCAGE code.”

HGFEDCBA

3D VIEW

EIE381 F-35A EARTH COVERED MAGAZINES

EIELSON AFB, ALASKA

CONTRACT NUMBER: W911KB-17-R-0006

DESIGN COMPLETE

ISSUED FOR CONSTRUCTION

DECEMBER 2016

US ARMY CORPS

OF ENGINEERS

ALASKA DISTRICT

Reference number:

W K

B -1

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Designed:

Drawn:

Reviewed:

Chief, Subm itted:

Chief, Date:

Dwg Scale:

Plot Scale:

File:

Drawing #:

CON TRACT NO.

CON TRACTOR

STATE

Rec om m ended:

Approved:

Date:

RESIDENT E NG

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A L A

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DRAWING INDEX

SHEET NO. DRAWING CODE SHEET TITLE SHEET

REF. NO.

DISCIPLINE

STRUCTURAL

ELECTRICAL

GENERAL G-001 COVER SHEET

G-002 INDEX, SYMBOLS, & ABBREVIATIONS

S-001

S-101

S-102

FOUNDATION PLAN

ROOF FRAMING PLAN

GENERAL STRUCTURAL NOTES

S-201

S-202

S-301

S-302

S-303 SECTIONS

BUILDING SECTION

BUILDING SECTION

ELEVATIONS

ELEVATIONS

S-501

S-701

S-704

TYPICAL DETAILS

DOOR FRAME ELEVATION AND DETAILS

DOOR DETAILS

E-001

ED101

LEGEND, SCHEDULES AND ABBREVIATIONS

ELECTRICAL SITE PLAN - DEMOLITION

S-702 DOOR ELEVATIONS

DOOR SECTIONSS-703

S-705 HIGH SECURITY HASP

ES101 ELECTRICAL SITE PLAN - POWER DISTRIBUTION

ABOVE FINISHED FLOOR

ALUMINUM

APPROXIMATELY

BUILDING

BOTTOM

BEARING

CAST-IN-PLACE

CONTROL JOINT

CENTER LINE

CONCRETE MASONRY UNIT

CENTER POINT

COLUMN

COORDINATE

CONCRETE

CONTINUE, CONTINUOUS

DIAMETER

DIAGONAL

DIMENSION

EACH

ELEVATION

EACH FACE

EXPANSION JOINT

EQUAL

EACH WAY

EXISTING

EXTERIOR

EXPANSION

FOOTING

FIELD VERIFY

GALVANIZED

HEADED

HOLLOW STRUCTURAL SECTION

HEIGHT

INTERIOR

INSIDE DIAMETER

LONG

LONG-LEG HORIZONTAL

LONG-LEG VERTICAL

MAXIMUM

MINIMUM

MANUFACTURER

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OPPOSITE HAND

PLATE

RADIUS

REINFORCEMENT

REQUIRED

SCHEDULE

SQUARE FEET

SHEET

SIMILAR

SLAB-ON-GRADE

STIFFENER

TYPICAL

UNLESS OTHERWISE NOTED

VERTICAL

VERIFY IN FIELD

WELDED WIRE FABRIC

WELDED WIRE REINFORCEMENT

WITH

WORKING POINT

AFF

ALUM

APPROX

BLDG

BOTT

BRG

CIP

CJ

CL

CMU

CP

COL

COORD

CONC

CONT

DIA

DIAG

DIM

EA

ELEV

EF

EJ

EQ

E.W.

(E) OR EXIST

EXT

EXP

FTG

FV

GALV

HD

HSS

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ID

LG

LLH

LLV

MAX

MIN

MANF

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O.C.

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OH

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SHT

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VIF

WWF

WWR

W/

WP

ES102 ELECTRICAL SITE PLAN - GROUNDING WELL

S-002 SPECIAL INSPECTIONS

CIVIL

V-101

C-001

EXISTING CONDITIONS

CIVIL NOTES, LEGEND & ABBREVIATIONS

PROJECT AREA MAP

DEMOLITION PLAN

C-002

C-101

C-102

C-103

C-104

C-105

C-106

C-107

C-108

C-109

C-301

C-501

SITE PLAN

MASTER GRADING & DRAINAGE PLAN

SITE 6351 GRADING & DRAINAGE PLAN

SITE 6355 GRADING & DRAINAGE PLAN

SITE 6356 GRADING & DRAINAGE PLAN

SITE 6358 GRADING & DRAINAGE PLAN

SITE 6359 GRADING & DRAINAGE PLAN

SITE 6362 GRADING & DRAINAGE PLAN

SITE SECTIONS

CIVIL DETAILS

E-121 LIGHTING PLAN - TYPICAL ECM

E-122 POWER PLAN - ECM

E-501 DETAILS

MECHANICAL M-001 MECHANICAL PLAN

E-123 GROUNDING AND LIGHTNING PROTECTION PLAN

E-502 DETAILS

E-503 DETAILS

E-601 ONE LINE DIAGRAM - POWER

E-602 ONE LINE DIAGRAM - GROUNDING

E-701 PANEL SCHEDULES

TS101 TELECOM SITE PLAN

T-111 TELECOM PLAN - TYPICAL ECM

T-501 DETAILS AND DIAGRAMS

T-502 DETAILS AND DIAGRAMS

T-601 ONE LINE DIAGRAMS - TELECOM AND SECURITY

C-302

C-303

C-304

C-305

C-306

B-301

B-302

B-303

B-304

B-305

BORING LOGS 1 OF 5

BORING LOGS 2 OF 5

BORING LOGS 3 OF 5

BORING LOGS 4 OF 5

BORING LOGS 5 OF 5

SITE SECTIONS

SITE SECTIONS

SITE SECTIONS

SITE SECTIONS

SITE SECTIONS

_1 A-501A-101

GENERAL ABBREVIATIONS

DRAWING SYMBOLS

REFERENCE NO.

ELEVATION REFERENCE

SHEET WHERE

ELEVATION IS TAKEN

SHEET WHERE

ELEVATION IS DRAWN

REFERENCE NO.

DETAIL REFERENCE

SHEET WHERE

DETAIL IS DRAWN

SHEET WHERE

DETAIL IS TAKEN

REFERENCE NO.

CUTTING PLANE

SECTION CUT

SHEET WHERE

SECTION IS TAKEN

SHEET WHERE

SECTION IS DRAWN

A-104

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US ARMY CORPS

OF ENGINEERS

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SURVEY CONTROL POINTS

POINT NORTHING EASTING ELEVATION DESCRIPTION

BM-6352 3,898,552 1,487,321 719.82 BRASS CAP

ECM-1 3,899,619.74 1,486,229.75 698.43 BRASS CAP

ECM-2 3,898,628.17 1,487,361.01 717.12 ALUMINUM MON

SURVEY CONTROL NOTES

LOCAL PROJECT HORIZONTAL CONTROL

Coordinates are ASPC Zone 3, NAD83(1992) in U.S. Feet. The Basis of Coordinates is the NAD83(1992) ASPC Zone 3 position of Eielson Air Force Base Local Project Control

Points (LPCP) "UTIL", a brass cap monument having a value of N3,893,796.11 and

E1,474,587.61, and Local Project Control Point "RAB-2", a brass cap having a value of

N3,893,077.73 and E1,476,235.39.

Positions for other control points shown hereon were determined from Static Differential

GPS Observations using Leica duel frequency receivers on April 25, 2016.

SCALE FACTOR

The Project Combined Scale Factor is 0.99989213357. To convert ground distances to

ASP grid distances, multiply by a combined scale factor of 0.99989213357. To convert

ASP grid distances to ground distances, multiply by a combined scale factor of

100000000000/99989213357.

LOCAL PROJECT VERTICAL CONTROL

Elevations are NAVD88 U.S. Feet. The Basis of Elevations are Eielson Air Force Base

Local Project Control Point (LPCP) "ECM-2", an aluminum cap monument having a value of 717.12 feet, as determined by Static GPS elevation transfer. Elevations for other points were determined by differential leveling from "ECM-2" using closed level loops performed on April 28, 2016.

UTILITY NOTE

The underground utilities shown have been located from field survey information. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although he does certify that they are located as accurately as possible from information available.

Eielson AFB utility personnel did respond to locate requests for mapping purposes.

A title search was not performed and there was no attempt to locate easements of record.

HISTORICAL UTILITY ASBUILT DRAWINGS AND OTHER INFORMATION MAY NOT

RELATE TO THE HORIZONTAL AND VERTICAL DATUM FOR THIS PROJECT. USE

HISTORICAL INFORMATION WITH CAUTION!

SURVEY MONUMENT

LEGEND

FLOOD LIGHT

JUNCTION BOX

VENT ON CONCRETE STAND

SIGN POST / MARKER

GUARD POST / BOLLARD

STAKED AUGER POINT

CULVERT

GUARD RAIL

EDGE OF VEGETATION

EDGE OF GRAVEL / DIRT

CONCRETE

MAJOR CONTOUR

MINOR CONTOUR

J

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S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a w n

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

O N

T R

A C

T O

R

D a t e

D e s c r i p t i o n A p p v d

C I T

Y

C O

N T

R A

C T

O R

C O

N T

R A

R e c o m m e n d e d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

C h i e f

C h i e f

Reference number:

HGFEDCBA

U S

A C

E

E I E

F

R

V

E R

G

A Z

I N

E S

P l o t t e d

A

M b y

C h r i s

B l a c k

Z p r o j e c t

M

A

E

F

A

E

C M

C i v i l A

C A

D E

I E

B

G e o t e c h

L o g s d w g

U S

A C

E

G E

O T

E C

H N

I C

A L

E i e l s o n

A

F B

A l a s k a

W

K B

R

O

W N

U S

A C

E

E I E

A F

DESIGN COMPLETE

11-15-2016

D E

S I G

N

C

O M

P L

E T

E

I S

S U

N

S T

R U

C T

I O

N

A L

A S

B-304

O

R I N

G

L O

F

SEE B-301 FOR KEY.

B

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a w n

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

O N

T R

A C

T O

R

D a t e

D e s c r i p t i o n A p p v d

C I T

Y

C O

N T

R A

C T

O R

C O

N T

R A

R e c o m m e n d e d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

C h i e f

C h i e f

Reference number:

HGFEDCBA

U S

A C

E

E I E

F

R

V

E R

G

A Z

I N

E S

P l o t t e d

A

M b y

C h r i s

B l a c k

Z p r o j e c t

M

A

E

F

A

E

C M

C i v i l A

C A

D E

I E

B

G e o t e c h

L o g s d w g

U S

A C

E

G E

O T

E C

H N

I C

A L

E i e l s o n

A

F B

A l a s k a

W

K B

R

O

W N

U S

A C

E

E I E

A F

DESIGN COMPLETE

11-15-2016

D E

S I G

N

C

O M

P L

E T

E

I S

S U

N

S T

R U

C T

I O

N

A L

A S

B-305

O

R I N

G

L O

F

SEE B-301 FOR KEY.

B

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a w n

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

O N

T R

A C

T O

R

D a t e

D e s c r i p t i o n A p p v d

C I T

Y

C O

N T

R A

C T

O R

C O

N T

R A

R e c o m m e n d e d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

C h i e f

C h i e f

Reference number:

HGFEDCBA

U S

A C

E

E I E

F

R

V

E R

G

A Z

I N

E S

P l o t t e d

A

M b y

C h r i s

B l a c k

Z p r o j e c t

M

A

E

F

A

E

C M

C i v i l A

C A

D E

I E

B

G e o t e c h

L o g s d w g

U S

A C

E

G E

O T

E C

H N

I C

A L

E i e l s o n

A

F B

A l a s k a

W

K B

R

O

W N

U S

A C

E

E I E

A F

DESIGN COMPLETE

11-15-2016

D E

S I G

N

C

O M

P L

E T

E

I S

S U

N

S T

R U

C T

I O

N

A L

A S

C-001

I V

I L

N

O T

E S

L E

G E

B

R E

V I A

T I O

N S

GENERAL NOTES:

1. CAUTION: ABANDONED UTILITIES MAY EXIST WITHIN THE PROPOSED SITE

AND SHALL BE REMOVED IF ENCOUNTERED DURING EXCAVATION AND

GRADING ACTIVITIES.

2. ALL EXCAVATION AND DEMOLITION MATERIALS SHALL BE DISPOSED OF IN

ACCORDANCE WITH EIELSON WASTE DISPOSAL/BORROW PIT STANDARDS

INCLUDED IN SPECIFICATION SECTION 01 57 20.01 29 ENVIRONMENTAL

PROTECTION.

3. ALL DAMAGE AND INJURY TO THE PROPERTY THAT IS CAUSED BY OR THAT

RESULTS FROM CARRYING OUT OF THE WORK, OR FROM ANY ACT,

OMISSION, OR NEGLECT OF THE CONTRACTOR, THEIR SUBCONTRACTORS

OR EMPLOYEES, SHALL PROMPTLY BE REMEDIED BY THE CONTRACTOR

EITHER BY REPAIRING, REBUILDING, OR REPLACING OF THE PROPERTY

DAMAGED OR IN SOME OTHER MANNER SATISFACTORY TO THE OWNER

4. CONTRACTOR SHALL NOT IMPEDE ACCESS TO THE ECMS AND SHALL

MAINTAIN ONE LANE OF TRAFFIC OPEN ON THE ACCESS ROAD AT ALL TIMES

SYMBOL

EXISTING (E) PLAN LEGENDPROPOSED (P)

ABBREVIATIONS:

SURVEY MONUMENT

UTILITY POLE

JUNCTION BOX

COMMUNICATIONS MANHOLE

VENT PIPE

TEST BORING STAKED

CULVERT

GUARDRAIL

EDGE OF VEGETATION

CONCRETE

MAJOR CONTOUR

MINOR CONTOUR

J

V

SIGN POST

FLOODLIGHT

LEGEND:

OVERHEAD ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND FIBER OPTIC LINE

AFB = AIR FORCE BASE

AP = AUGER POINTS

A. = APPROXIMATE

ASTM = AMERICAN STANDARD FOR TESTING AND MATERIALS

BLDG = BUILDING

CL = CENTERLINE

CONC = CONCRETE

CONT = CONTINUOUS

CMH = COMMUNICATIONS MANHOLE

CMP = CORRUGATED METAL PIPE

COMM = COMMUNICATIONS

CPEP = CORRUGATED POLYETHYLENE PIPE

CY = CUBIC YARDS

DIA = DIAMETER

E = ELECTRICAL, EAST, EASTING

(E) = EXISTING

ECM = EARTH COVERED MAGAZINE

EG = EXISTING GROUND

ELEC = ELECTRICAL

ELEV = ELEVATION

FDN = FOUNDATION

FF = FINISHED FLOOR

FG = FINISHED GRADE

FT = FEET

GA = GAUGE

GB = GRADE BREAK

GRVL = GRAVEL

H, HORZ = HORIZONTAL

HT = HEIGHT

ID = INNER DIAMETER

INV = INVERT

L = LENGTH

LF = LINEAR FEET

GALV. = LONGITUDINAL

LAT. = LATITUDE

LT = LEFT

AREA OF DISTURBANCE

EDGE OF GRAVEL

MAX = MAXIMUM

ME = MATCH EXISTING

MECH = MECHANICAL

MFR = MANUFACTURER

MIN = MINIMUM

N = NORTHING, NORTH

NFS = NON-FROST SUSCEPTIBLE

NGS = NATIONAL GEODETIC SURVEY

N.I.C. = NOT IN CONTRACT

N.T.S. = NOT TO SCALE

O.C. = ON CENTER

O.D. = OUTER DIAMETER

OG = ORIGINAL GROUND

OH = OVERHEAD

OH/E = OVERHEAD ELECTRIC

OSHA = OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION

(P) = PROPOSED

PCC = PORTLAND CEMENT CONCRETE

POWR = POWER

PP = POWER POLE

R, RAD = RADIUS

RT = RIGHT

S = SOUTH

SCH = SCHEDULE

SF = SQUARE FEET

STD = STANDARD

SW = SWALE

T = THICKNESS

O.D.A. = TOP OF CONCRETE

TYP = TYPICAL

UG = UNDER GROUND

UON = UNLESS OTHERWISE NOTED

V, VERT = VERTICAL

W = WEST

W/ = WITH

WWF = WELDED WIRE FABRIC

XFMR = TRANSFORMER

Ø = DIAMETER

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a w n y

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

O N

T R

A C

T O

R

D a t e

D e s c r i p t i o n A p p v d

C I T

Y

C O

N T

R A

C T

O R

C O

N T

R A

R e c o m m e n d e d

A p p r o v e d

S u b m i t t e d

B y

D e s i g n e d

B y

R e v i e w e d

B y

O f f i c e m

T i t l e

O f f i m

T i t l e

Reference number:

HGFEDCBA

E I E

F

R

V

E R

G

A Z

I N

E S

E I E

L S

B

A

L A

S K

A

DESIGN COMPLETE

W

K B

R

A L

A S

K A

11-15-2016

D E

S I G

N

C

O M

P L E

T E

C W

B

C W

B

M F

O

W N

A F

E I E

C I V

I L

I S

S U

N

S T

R U

C T

I O

N

C -001

DRAINAGE ARROW

FOOTING DRAIN

OVERHEAD FIBER OPTIC LINE

GROUNDING

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E x

E x

E x

E x

E x

E x

E x

E x

E x

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E S

ES

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

FO

FO

FO

FO

FO

FO

FO

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F O

F

O

J

J

V

V

V

V

V

ECM-2

JJ

BM-6352

G

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E x

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

PROJECT

SITE

PROPOSED BOX TYPE MODULAR

STORAGE MAGAZINES

EIELSON

A.F.B.

C-002

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

O N

T R

A C

T O

R

D a t e

D e s c r i p t i o n A p p v d

C I T

Y

C O

N T

R A

C T

O R

C O

N T

R A

R e c o m m e n d e d

A p p r o v e d

S u b m i t t e d

B y

D e s i g n e d

B y

R e v i e w e d

B y

O f f i m

T i t l e

O f f i m

T i t l e

Reference number:

HGFEDCBA

E I E

F

R

V

E R

G

A Z

I N

E S

E I E

L S

B

A

L A

S K

A

DESIGN COMPLETE

W

K B

R

A L

A S

K A

11-15-2016

D E

S I G

N

C

O M

P L E

T E

C W

B

C W

B

M F

O

W N

A F

E I E

C I V

I L

I S

S U

N

S T

R U

C T

I O

N

MULLINS

BORROW PIT

FIRE/RESCUE STATION

MAIN GATE

CLEAN FILL

AND CLEAN

CONCRETE

DISPOSAL

HAUL ROUTE

2310 CENTRAL AVE.

CIVIL ENGINEERING

PROJECT LOCATION

SEE PROJECT AREA MAP

RICHARDSON HIGHWAY

C -002

SOUTH GATE ACCESS

ASBESTOS

DISPOSAL

CLEAN FILL

DISPOSAL

TRANSIT THROUGH THIS AREA MAY

BE DELAYED UP TO 15 MINUTES ON

ONE TO THREE DAYS IN MAY AND

ONE TO THREE DAYS IN NOVEMBER.

C-101

E

M O

L I T

I O

N

P

L A

N

NOTES:

1. SEE GENERAL NOTES ON C-001.

2. GUARDRAIL REMOVE AND REPLACE SHALL BE INCIDENTAL TO INSTALL CULVERTS. GUARDRAIL

SHALL BE REMOVED AS NEEDED TO INSTALL CULVERTS, STORED ON SITE AND REPLACED

UNDAMAGED.

3. CONTRACTOR TO FOLLOW THE REQUIREMENTS OF SPECIFICATION SECTIONS 01 50 00 -

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS, AND 01 57 20.01 29 - ENVIRONMENTAL

PROTECTION.

4. CLEARING AND GRUBBING LIMITS ARE APPROXIMATE AND SHALL BE DETERMINED BY THE

CONTRACTING OFFICER.

5. COORDINATE ELECTRICAL DEMOLITION WITH ED101.

-101

J

V

V

V

V

V

JJ

G

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E x

E x

E x

ES

E S

E S

E S

E S

E

S

E

S

E

S

E

S

E

S

E

S

E S

E S

E S

E S

E S

E S

E S

E S

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F

O

F

O

F

O

F

O

F

O

F

O

GUARDRAIL REMOVE AND REPLACE TYP.

CONCRETE PARKING /

LOADING AREA TYP.

EXISTING

CULVERT TYP.

PROPOSED CULVERT TYP. SEE

GRADING AND DRAINAGE SHEETS

EXISTING ECM HEADWALL AND

CONCRETE APRON TYP.

2:1 SLOPE

S L O

P

A

C C

E S

S

R

O A

D

2:1 SLOPE

S L O

P

A

C C

E S

S

R

O A

D

SLOPE TO DRAIN

CONCRETE

HEADWALL

CONCRETE

PARKING /

LOADING

AREA

2'-6" MIN

EARTH

COVER

27' X 80' BOX

TYPE

MODULAR

STORAGE

MAGAZINE

BENCH

INTO

EXISTING

SLOPE

TOPSOIL 4"

AND SEED ALL

DISTURBED

AREAS

EDGE OF

EXISTING

ACCESS

ROAD

CULVERT PER

GRADING AND

DRAINAGE SHEETS

FOOTING

DRAINAGE

SYSTEM

2 FT

GRAVEL

SHOULDER

GRAVEL

PARKING /

LOADING

AREA

C-501

C-501

C-501

6" PERFORATED PIPE

DAYLIGHT TO SURFACE

C-501

C-102

S I T

E

P

L A

N

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

O N

T R

A C

T O

R

D a t e

D e s c r i p t i o n A p p v d

C I T

Y

C O

N T

R A

C T

O R

C O

N T

R A

R e c o m m e n d e d

A p p r o v e d

S u b m i t t e d

B y

D e s i g n e d

B y

R e v i e w e d

B y

O f f i m

T i t l e

O f f i m

T i t l e

Reference number:

HGFEDCBA

E I E

F

R

V

E R

G

A Z

I N

E S

E I E

L S

B

A

L A

S K

A

DESIGN COMPLETE

W

K B

R

A L

A S

K A

11-15-2016

D E

S I G

N

C

O M

P L E

T E

C W

B

C W

B

M F

O

W N

A F

E I E

C I V

I L

I S

S U

N

S T

R U

C T

I O

N

TYPICAL SITE PLAN

C -102

OVERALL SITE PLAN

C-103

A

S T

A

D I N

A

I N

A G

E

P

L A

N

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

O N

T R

A C

T O

R

D a t e

D e s c r i p t i o n A p p v d

C I T

Y

C O

N T

R A

C T

O R

C O

N T

R A

R e c o m m e n d e d

A p p r o v e d

S u b m i t t e d

B y

D e s i g n e d

B y

R e v i e w e d

B y

O f f i m

T i t l e

O f f i m

T i t l e

Reference number:

HGFEDCBA

E I E

F

R

V

E R

G

A Z

I N

E S

E I E

L S

B

A

L A

S K

A

DESIGN COMPLETE

W

K B

R

A L

A S

K A

11-15-2016

D E

S I G

N

C

O M

P L E

T E

C W

B

C W

B

M F

O

W N

A F

E I E

C I V

I L

I S

S U

N

S T

R U

C T

I O

N

-103

A

V

E

L

U

E

U

E

U

E

CULVERT 2

47 FT 24" CPEP

W/ END SECTIONS

CULVERT 1

45 FT 24" CPEP

W/ END SECTIONS

F

F

BEGIN 250 LF FOOTING

DRAIN SYSTEM

END FOOTING

DRAIN SYSTEM

ELECTRICAL TO BE

RELOCATED

A

P

A

P

A

C

C

C

GRADE FROM INVERT

TO EXISTING GROUND

AT A 3:1 SLOPE.

GRADE FROM INVERT

TO EXISTING GROUND

AT A 3:1 SLOPE.

B

C

GRADING POINT COORDINATE TABLE

POINT #

NORTHING

3899334.64

3899318.74

3899311.44

3899326.92

3899365.07

3899341.96

3899343.27

3899379.46

3899310.13

3899335.14

3899369.98

3899314.68

3899256.24

3899272.14

3899333.88

3899317.98

3899380.94

3899415.85

3899304.35

3899339.86

EASTING

1486506.67

1486525.96

1486534.82

1486555.35

1486509.04

1486497.77

1486496.19

1486513.83

1486536.41

1486569.57

1486485.23

1486527.69

1486474.47

1486455.18

1486506.05

1486525.34

1486490.95

1486519.34

1486580.73

1486611.52

ELEVATION

706.80

706.80

706.66

706.31

706.32

706.67

706.64

706.07

706.59

706.05

704.00

706.13

725.63

725.63

725.63

725.63

702.00

701.00

702.00

700.50

DESCRIPTION

CONC

CONC

CONC

CONC

CONC

CONC

GRVL

GRVL

GRVL

GRVL

DRAIN

DRAIN

TOP

TOP

TOP

TOP

INV

INV

INV

INV

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

O N

T R

A C

T O

R

D a t e

D e s c r i p t i o n A p p v d

C I T

Y

C O

N T

R A

C T

O R

C O

N T

R A

R e c o m m e n d e d

A p p r o v e d

S u b m i t t e d

B y

D e s i g n e d

B y

R e v i e w e d

B y

O f f i m

T i t l e

O f f i m

T i t l e

Reference number:

HGFEDCBA

E I E

F

R

V

E R

G

A Z

I N

E S

E I E

L S

B

A

L A

S K

A

DESIGN COMPLETE

W

K B

R

A L

A S

K A

11-15-2016

D E

S I G

N

C

O M

P L E

T E

C W

B

C W

B

M F

O

W N

A F

E I E

C I V

I L

I S

S U

N

S T

R U

C T

I O

N

C-104

S I T

E

G

R A

D I N

A

I N

A G

E

P

L A

N

GRADING PLAN NOTES:

1. TYPICAL EXTERIOR SLAB ELEVATION AT DOOR IS 4" BELOW

FINISHED FLOOR ELEVATION.

2. "TOP" REFERENCES SURFACE OF 2.5 FEET EARTH COVER AT INSIDE

FACE OF BUILDING CORNER.

3. LIMITS OF EXCAVATION, EQUIPMENT AND STAGING SHALL BE

LIMITED TO WITHIN 100 FEET FROM THE REAR WALL OF THE

PROPOSED ECMS AS SHOWN ON SHEET C-103. DUE TO EXPLOSIVE

SAFETY CONCERNS, EXCAVATION AND EARTHWORK ACTIVITIES

ASSOCIATED WITH THE CONSTRUCTION OF THE FOUNDATION AND

STRUCTURAL COMPONENTS OF THE NEW ECMS SHALL NOT EXTEND

BEYOND THE LIMIT OF EXCAVATION SHOWN. EQUIPMENT

MOVEMENT AND STAGING OF MATERIALS SHALL REMAIN BETWEEN

THE ROAD IN FRONT OF THE ECMS AND THE LIMIT OF EXCAVATION.

ALL UTILITY WORK THAT IS BEYOND THE LIMIT OF EXCAVATION

SHALL BE STARTED AND COMPLETED WITHIN A 180 DAY PERIOD.

-104

U

E

ELECTRICAL TO BE

RELOCATED.

A

P

A

P

A

C

B

C

C

C

GRADING POINT COORDINATE TABLE

POINT #

NORTHING

3898987.85

3899003.87

3898995.87

3899034.31

3899011.27

3899012.59

3899049.68

3899003.99

3898980.52

3898979.21

3898941.67

3898925.65

3898987.08

3899003.09

3899004.11

3898971.29

EASTING

1486915.17

1486895.97

1486944.57

1486898.50

1486887.09

1486885.51

1486903.88

1486958.83

1486923.95

1486925.53

1486844.07

1486863.27

1486914.52

1486895.33

1486890.97

1486956.64

ELEVATION

693.60

693.60

693.15

693.10

693.60

693.55

692.75

692.88

693.60

693.55

712.43

712.43

712.43

712.43

692.93

691.00

DESCRIPTION

CONC

CONC

CONC

CONC

CONC

GRVL

GRVL

GRVL

CONC

GRVL

TOP

TOP

TOP

TOP

DRAIN

DRAIN

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

O N

T R

A C

T O

R

D a t e

D e s c r i p t i o n A p p v d

C I T

Y

C O

N T

R A

C T

O R

C O

N T

R A

R e c o m m e n d e d

A p p r o v e d

S u b m i t t e d

B y

D e s i g n e d

B y

R e v i e w e d

B y

O f f i m

T i t l e

O f f i m

T i t l e

Reference number:

HGFEDCBA

E I E

F

R

V

E R

G

A Z

I N

E S

E I E

L S

B

A

L A

S K

A

DESIGN COMPLETE

W

K B

R

A L

A S

K A

11-15-2016

D E

S I G

N

C

O M

P L E

T E

C W

B

C W

B

M F

O

W N

A F

E I E

C I V

I L

I S

S U

N

S T

R U

C T

I O

N

C-105

S I T

E

G

R A

D I N

A

I N

A G

E

P

L A

N

C -105

GRADING PLAN NOTES:

1. TYPICAL EXTERIOR SLAB ELEVATION AT DOOR IS 4" BELOW

FINISHED FLOOR ELEVATION.

2. "TOP" REFERENCES SURFACE OF 2.5 FEET EARTH COVER AT INSIDE

FACE OF BUILDING CORNER.

3. LIMITS OF EXCAVATION, EQUIPMENT AND STAGING SHALL BE

LIMITED TO WITHIN 100 FEET FROM THE REAR WALL OF THE

PROPOSED ECMS AS SHOWN ON SHEET C-103. DUE TO EXPLOSIVE

SAFETY CONCERNS, EXCAVATION AND EARTHWORK ACTIVITIES

ASSOCIATED WITH THE CONSTRUCTION OF THE FOUNDATION AND

STRUCTURAL COMPONENTS OF THE NEW ECMS SHALL NOT EXTEND

BEYOND THE LIMIT OF EXCAVATION SHOWN. EQUIPMENT

MOVEMENT AND STAGING OF MATERIALS SHALL REMAIN BETWEEN

THE ROAD IN FRONT OF THE ECMS AND THE LIMIT OF EXCAVATION.

ALL UTILITY WORK THAT IS BEYOND THE LIMIT OF EXCAVATION

SHALL BE STARTED AND COMPLETED WITHIN A 180 DAY PERIOD.

F F

U

E

CULVERT 3

55 FT 24" CPEP

W/ END SECTIONS

END FOOTING

DRAIN SYSTEM

END FOOTING

DRAIN SYSTEM

ELECTRICAL TO BE

ELECTRICAL TO BE

RELOCATED.

A

P

A

P

GRADE FROM INVERT

TO EXISTING GROUND

AT A 3:1 SLOPE.

A

C

B

C

C

C

GRADING POINT COORDINATE TABLE

POINT #

NORTHING

3898917.10

3898901.91

3898924.03

3898925.28

3898947.53

3898962.54

3898911.13

3898894.92

3898893.67

3898919.01

3898852.77

3898837.58

3898916.30

3898901.11

3898886.38

3898893.39

3898936.91

3898917.17

EASTING

1487006.56

1487026.42

1486997.50

1486995.87

1487007.93

1487012.40

1487055.50

1487035.55

1487037.18

1487068.38

1486957.34

1486977.19

1487005.95

1487025.81

1487066.34

1487071.80

1487105.43

1487001.58

ELEVATION

696.00

696.00

695.85

695.76

695.00

694.50

696.20

695.85

695.80

696.85

714.83

714.83

714.83

714.83

694.00

693.25

692.00

695.33

DESCRIPTION

CONC

CONC

CONC

GRVL

CONC

GRVL

CONC

CONC

GRVL

GRVL

TOP

TOP

TOP

TOP

DRAIN

INV

INV

DRAIN

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

O N

T R

A C

T O

R

D a t e

D e s c r i p t i o n A p p v d

C I T

Y

C O

N T

R A

C T

O R

C O

N T

R A

R e c o m m e n d e d

A p p r o v e d

S u b m i t t e d

B y

D e s i g n e d

B y

R e v i e w e d

B y

O f f i m

T i t l e

O f f i m

T i t l e

Reference number:

HGFEDCBA

E I E

F

R

V

E R

G

A Z

I N

E S

E I E

L S

B

A

L A

S K

A

DESIGN COMPLETE

W

K B

R

A L

A S

K A

11-15-2016

D E

S I G

N

C

O M

P L E

T E

C W

B

C W

B

M F

O

W N

A F

E I E

C I V

I L

I S

S U

N

S T

R U

C T

I O

N

C-106

S I T

E

G

R A

D I N

A

I N

A G

E

P

L A

N

C -106

GRADING PLAN NOTES:

1. TYPICAL EXTERIOR SLAB ELEVATION AT DOOR IS 4" BELOW

FINISHED FLOOR ELEVATION.

2. "TOP" REFERENCES SURFACE OF 2.5 FEET EARTH COVER AT INSIDE

FACE OF BUILDING CORNER.

3. LIMITS OF EXCAVATION, EQUIPMENT AND STAGING SHALL BE

LIMITED TO WITHIN 100 FEET FROM THE REAR WALL OF THE

PROPOSED ECMS AS SHOWN ON SHEET C-103. DUE TO EXPLOSIVE

SAFETY CONCERNS, EXCAVATION AND EARTHWORK ACTIVITIES

ASSOCIATED WITH THE CONSTRUCTION OF THE FOUNDATION AND

STRUCTURAL COMPONENTS OF THE NEW ECMS SHALL NOT EXTEND

BEYOND THE LIMIT OF EXCAVATION SHOWN. EQUIPMENT

MOVEMENT AND STAGING OF MATERIALS SHALL REMAIN BETWEEN

THE ROAD IN FRONT OF THE ECMS AND THE LIMIT OF EXCAVATION.

A

V

E

L

F F

U

E

U

E

W/ END SECTIONS

CULVERT 4

64 FT 24" CPEP

W/ END SECTIONS

END FOOTING

DRAIN SYSTEM

ELECTRICAL TO BE

RELOCATED.

A

P

A

P

GRADE FROM INVERT

TO EXISTING GROUND

AT A 3:1 SLOPE.

GRADE FROM INVERT

TO EXISTING GROUND

B

C

C

C

A

C

GRADING POINT COORDINATE TABLE

POINT #

NORTHING

3898815.84

3898800.64

3898857.03

3898822.83

3898824.09

3898846.33

3898862.24

3898818.36

3898809.87

3898792.41

3898793.66

3898751.51

3898736.31

3898815.04

3898799.85

3898795.75

3898801.25

3898848.39

EASTING

1487135.50

1487155.35

1487108.17

1487126.36

1487124.71

1487136.79

1487141.66

1487198.07

1487184.44

1487166.11

1487164.48

1487086.28

1487106.13

1487134.89

1487154.75

1487156.64

1487203.61

1487246.96

ELEVATION

703.65

703.65

701.00

703.45

703.40

702.20

701.37

704.97

704.10

704.05

704.10

722.48

722.48

722.48

722.48

702.98

702.00

701.00

DESCRIPTION

CONC

CONC

DRAIN

CONC

GRVL

CONC

GRVL

GRVL

CONC

GRVL

CONC

TOP

TOP

TOP

TOP

DRAIN

INV

INV

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

O N

T R

A C

T O

R

D a t e

D e s c r i p t i o n A p p v d

C I T

Y

C O

N T

R A

C T

O R

C O

N T

R A

R e c o m m e n d e d

A p p r o v e d

S u b m i t t e d

B y

D e s i g n e d

B y

R e v i e w e d

B y

O f f i m

T i t l e

O f f i m

T i t l e

Reference number:

HGFEDCBA

E I E

F

R

V

E R

G

A Z

I N

E S

E I E

L S

B

A

L A

S K

A

DESIGN COMPLETE

W

K B

R

A L

A S

K A

11-15-2016

D E

S I G

N

C

O M

P L E

T E

C W

B

C W

B

M F

O

W N

A F

E I E

C I V

I L

I S

S U

N

S T

R U

C T

I O

N

C-107

S I T

E

G

R A

D I N

A

I N

A G

E

P

L A

N

C -107

GRADING PLAN NOTES:

1. TYPICAL EXTERIOR SLAB ELEVATION AT DOOR IS 4" BELOW

FINISHED FLOOR ELEVATION.

2. "TOP" REFERENCES SURFACE OF 2.5 FEET EARTH COVER AT INSIDE

FACE OF BUILDING CORNER.

3. LIMITS OF EXCAVATION, EQUIPMENT AND STAGING SHALL BE

LIMITED TO WITHIN 100 FEET FROM THE REAR WALL OF THE

PROPOSED ECMS AS SHOWN ON SHEET C-103. DUE TO EXPLOSIVE

SAFETY CONCERNS, EXCAVATION AND EARTHWORK ACTIVITIES

ASSOCIATED WITH THE CONSTRUCTION OF THE FOUNDATION AND

STRUCTURAL COMPONENTS OF THE NEW ECMS SHALL NOT EXTEND

BEYOND THE LIMIT OF EXCAVATION SHOWN. EQUIPMENT

MOVEMENT AND STAGING OF MATERIALS SHALL REMAIN BETWEEN

THE ROAD IN FRONT OF THE ECMS AND THE LIMIT OF EXCAVATION.

V

B

U

N

K

E

R

F

F

U

E

U

E

U

E

U

E

CULVERT 5

42 FT 24" CPEP

W/ END SECTIONS

E

L

E

C

T

R

I C

L

ELECTRICAL TO BE

RELOCATED.

A

P

A

P

GRADE FROM INVERT

TO EXISTING GROUND

AT A 3:1 SLOPE.

B

C

C

C

A

C

GRADING POINT COORDINATE TABLE

POINT #

NORTHING

3898703.68

3898682.50

3898671.02

3898672.75

3898680.95

3898684.26

3898713.42

3898715.16

3898731.78

3898743.08

3898677.37

3898638.78

3898660.81

3898703.84

3898681.81

3898674.45

3898693.84

3898748.93

EASTING

1487249.44

1487262.72

1487269.92

1487268.83

1487293.20

1487309.32

1487243.33

1487242.24

1487261.33

1487269.59

1487262.08

1487193.93

1487180.12

1487248.75

1487262.56

1487306.10

1487343.35

1487249.61

ELEVATION

712.75

712.75

713.08

713.00

713.20

713.85

712.54

712.50

711.30

710.45

712.08

731.58

731.58

731.58

731.58

710.00

709.00

710.00

DESCRIPTION

CONC

CONC

GRVL

CONC

CONC

GRVL

CONC

GRVL

CONC

GRVL

DRAIN

TOP

TOP

TOP

TOP

INV

INV

DRAIN

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

O N

T R

A C

T O

R

D a t e

D e s c r i p t i o n A p p v d

C I T

Y

C O

N T

R A

C T

O R

C O

N T

R A

R e c o m m e n d e d

A p p r o v e d

S u b m i t t e d

B y

D e s i g n e d

B y

R e v i e w e d

B y

O f f i m

T i t l e

O f f i m

T i t l e

Reference number:

HGFEDCBA

E I E

F

R

V

E R

G

A Z

I N

E S

E I E

L S

B

A

L A

S K

A

DESIGN COMPLETE

W

K B

R

A L

A S

K A

11-15-2016

D E

S I G

N

C

O M

P L E

T E

C W

B

C W

B

M F

O

W N

A F

E I E

C I V

I L

I S

S U

N

S T

R U

C T

I O

N

C-108

S I T

E

G

R A

D I N

A

I N

A G

E

P

L A

N

C -108

GRADING PLAN NOTES:

1. TYPICAL EXTERIOR SLAB ELEVATION AT DOOR IS 4" BELOW

FINISHED FLOOR ELEVATION.

2. "TOP" REFERENCES SURFACE OF 2.5 FEET EARTH COVER AT INSIDE

FACE OF BUILDING CORNER.

3. LIMITS OF EXCAVATION, EQUIPMENT AND STAGING SHALL BE

LIMITED TO WITHIN 100 FEET FROM THE REAR WALL OF THE

PROPOSED ECMS AS SHOWN ON SHEET C-103. DUE TO EXPLOSIVE

SAFETY CONCERNS, EXCAVATION AND EARTHWORK ACTIVITIES

ASSOCIATED WITH THE CONSTRUCTION OF THE FOUNDATION AND

STRUCTURAL COMPONENTS OF THE NEW ECMS SHALL NOT EXTEND

BEYOND THE LIMIT OF EXCAVATION SHOWN. EQUIPMENT

MOVEMENT AND STAGING OF MATERIALS SHALL REMAIN BETWEEN

THE ROAD IN FRONT OF THE ECMS AND THE LIMIT OF EXCAVATION.

JJ

F F

CULVERT 6

56 FT 24" CPEP

CULVERT 7

60 FT 24" CPEP

BEGIN 250 LF FOOTING

DRAIN SYSTEM

END FOOTING

DRAIN SYSTEM

A

P

A

P

GRADE FROM INVERT

TO EXISTING GROUND

AT A 3:1 SLOPE.

GRADE FROM INVERT

TO EXISTING GROUND

AT A 3:1 SLOPE.

B

C-306

C

C -306

A

C

GRADING POINT COORDINATE TABLE

POINT #

NORTHING

3897877.07

3897854.57

3897842.33

3897844.20

3897849.68

3897851.09

3897887.42

3897889.27

3897903.71

3897915.29

3897841.94

3897818.55

3897853.90

3897877.29

3897849.15

3897936.07

3897955.39

3897812.91

3897838.23

3897924.92

EASTING

1487638.45

1487649.35

1487655.28

1487654.49

1487679.49

1487695.31

1487633.44

1487632.54

1487653.32

1487664.28

1487564.89

1487576.24

1487649.11

1487637.77

1487648.49

1487635.86

1487688.42

1487685.27

1487739.66

1487621.32

ELEVATION

710.05

710.05

709.88

709.93

709.55

709.08

709.93

709.88

709.55

709.44

728.88

728.88

728.88

728.88

709.38

706.00

705.00

705.00

704.00

706.50

DESCRIPTION

CONC

CONC

GRVL

CONC

CONC

GRVL

CONC

GRVL

CONC

GRVL

TOP

TOP

TOP

TOP

DRAIN

INV

INV

INV

INV

DRAIN

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

O N

T R

A C

T O

R

D a t e

D e s c r i p t i o n A p p v d

C I T

Y

C O

N T

R A

C T

O R

C O

N T

R A

R e c o m m e n d e d

A p p r o v e d

S u b m i t t e d

B y

D e s i g n e d

B y

R e v i e w e d

B y

O f f i m

T i t l e

O f f i m

T i t l e

Reference number:

HGFEDCBA

E I E

F

R

V

E R

G

A Z

I N

E S

E I E

L S

B

A

L A

S K

A

DESIGN COMPLETE

W

K B

R

A L

A S

K A

11-15-2016

D E

S I G

N

C

O M

P L E

T E

C W

B

C W

B

M F

O

W N

A F

E I E

C I V

I L

I S

S U

N

S T

R U

C T

I O

N

C-109

S I T

E

G

R A

D I N

A

I N

A G

E

P

L A

N

C -109

GRADING PLAN NOTES:

1. TYPICAL EXTERIOR SLAB ELEVATION AT DOOR IS 4" BELOW

FINISHED FLOOR ELEVATION.

2. "TOP" REFERENCES SURFACE OF 2.5 FEET EARTH COVER AT INSIDE

FACE OF BUILDING CORNER.

3. LIMITS OF EXCAVATION, EQUIPMENT AND STAGING SHALL BE

LIMITED TO WITHIN 100 FEET FROM THE REAR WALL OF THE

PROPOSED ECMS AS SHOWN ON SHEET C-103. DUE TO EXPLOSIVE

SAFETY CONCERNS, EXCAVATION AND EARTHWORK ACTIVITIES

ASSOCIATED WITH THE CONSTRUCTION OF THE FOUNDATION AND

STRUCTURAL COMPONENTS OF THE NEW ECMS SHALL NOT EXTEND

BEYOND THE LIMIT OF EXCAVATION SHOWN. EQUIPMENT

MOVEMENT AND STAGING OF MATERIALS SHALL REMAIN BETWEEN

THE ROAD IN FRONT OF THE ECMS AND THE LIMIT OF EXCAVATION.

ALL UTILITY WORK THAT IS BEYOND THE LIMIT OF EXCAVATION

SHALL BE STARTED AND COMPLETED WITHIN A 180 DAY PERIOD.

4. CONSTRUCTION DEBRIS OR ASH ENCOUNTERED DURING

EXCAVATION SHALL BE DISPOSED OF OFF BASE.

M I N

THE HEADWALL SHOULD BE

BACKFILLED WITH

CLASSIFIED MATERIAL

, EXTENDING

HORIZONTALLY AT LEAST 10 FEET

BEHIND THE WALL, AND

VERTICALLY FROM THE BASE OF

THE WALL TO FINISH GRADE

EARTH COVER MATERIAL SHALL MEET

SPECIFICATION 31 23 00.00 20

EXCAVATION AND FILL SECTION 2.1.7.

DESIGN PER MODULAR

STORAGE MAGAZINE

BOX-TYPE STD 421-80-08

DOOR

EXISTING

ROADWAY

EXISTING

GROUND

COMPACT MATERIAL

TO 85% OF MAXIMUM

DRY DENSITY

6" SAND

MATERIAL

4" LIP AT

THRESHHOLD

FOOTING

DRAIN

SYSTEM

C-501

SLOPE

PER OSHA

4" CAPILLARY

WATER BARRIER

6" CONCRETE

SLAB ON GRADE

CONCRETE APRON,

MAINTAIN SLOPE

AWAY FROM DOOR

FOR 25'-0" MIN.

AGGREGATE SURFACE

COURSE TO ROADWAY

C-501

C-501

1.5

PRECAST

WALL PANELS

2' CLASSIFIED

MATERIAL

SEE STRUCTURAL

FOR FOUNDATION

PLAN AND DETAILS

CLASSIFIED

MATERIAL

5.5' SELECT MATERIAL AT

BUILDING TAPERING TO 2.5' AT

EDGE OF ACCESS ROAD

LIMITS OF

EXCAVATION

TOP REFERENCE

POINT, SHEETS

C-104 TO C-109.

ELEV=698.63'

FF=707.13'

M I N

SEE STRUCTURAL FOR

FOUNDATION PLAN AND DETAILS

EARTH COVER MATERIAL SHALL MEET

SPECIFICATION 31 23 00.00 20

EXCAVATION AND FILL SECTION 2.1.7.

COMPACT MATERIAL

TO 85% OF MAXIMUM

DRY DENSITY

C-501

EXISTING

GROUND

4" CAPILLARY

WATER BARRIER

6" CONCRETE

SLAB ON GRADE

FOOTING

DRAIN

SYSTEM

LIMITS OF

EXCAVATION

1.5

CLASSIFIED

MATERIAL

DESIGN PER MODULAR

STORAGE MAGAZINE

BOX-TYPE STD 421-80-08

PRECAST

WALL PANELS

FF=707.13'

6" SAND

MATERIAL

TOP REFERENCE

POINT, SHEETS

C-104 TO C-109.

2%2%

ELEV=698.63'

CLASSIFIED

MATERIAL

FF=707.13'

LIMITS OF

EXCAVATION

DESIGN PER MODULAR

STORAGE MAGAZINE

BOX-TYPE STD 421-80-08

CAST IN PLACE

HEADWALL

DOOR

OPENING

EARTH COVER

MATERIAL BEYOND

EXISTING

GROUND

SEE STRUCTURAL FOR

FOUNDATION PLAN AND DETAILS

1.5

ELEV=698.63'

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

O N

T R

A C

T O

R

D a t e

D e s c r i p t i o n A p p v d

C I T

Y

C O

N T

R A

C T

O R

C O

N T

R A

R e c o m m e n d e d

A p p r o v e d

S u b m i t t e d

B y

D e s i g n e d

B y

R e v i e w e d

B y

O f f i m

T i t l e

O f f i m

T i t l e

Reference number:

HGFEDCBA

E I E

F

R

V

E R

G

A Z

I N

E S

E I E

L S

B

A

L A

S K

A

DESIGN COMPLETE

W

K B

R

A L

A S

K A

11-15-2016

D E

S I G

N

C

O M

P L

E T

E

C W

B

C W

B

M F

O

W N

A F

E I E

C I V

I L

I S

S U

N

S T

R U

C T

I O

N

C-301

S I T

E

S

E C

T I O

N S

C -301

SITE SECTION - AA - ECM 6351

A

SITE SECTION - BB - ECM 6351

B

SITE SECTION - CC - ECM 6351

C

SITE SECTION NOTES:

1. IN-SITU SOILS SOILS EXCAVATED FROM BENEATH THE ECM CAN BE

USED AS EARTH COVER MATERIAL WHERE IT MEETS THE CRITERIA

IN SPECIFICATION 31 23 00.00 20.

M I N

THE HEADWALL SHOULD BE

BACKFILLED WITH

CLASSIFIED MATERIAL

, EXTENDING

HORIZONTALLY AT LEAST 10 FEET

BEHIND THE WALL, AND

VERTICALLY FROM THE BASE OF

THE WALL TO FINISH GRADE

EARTH COVER MATERIAL SHALL MEET

SPECIFICATION 31 23 00.00 20

EXCAVATION AND FILL SECTION 2.1.7.

DOOR

EXISTING

ROADWAY

EXISTING

GROUND

COMPACT MATERIAL

TO 85% OF MAXIMUM

DRY DENSITY

6" SAND

MATERIAL

4" LIP AT

THRESHHOLD

FOOTING

DRAIN

SYSTEM

C-501

SLOPE

PER OSHA

4" CAPILLARY

WATER BARRIER

6" CONCRETE

SLAB ON GRADE

CONCRETE APRON,

MAINTAIN SLOPE

AWAY FROM DOOR

FOR 25'-0" MIN.

AGGREGATE SURFACE

COURSE TO ROADWAY

C-501

C-501

1.5

PRECAST

WALL PANELS

2' CLASSIFIED

MATERIAL

SEE STRUCTURAL

FOR FOUNDATION

PLAN AND DETAILS

CLASSIFIED

MATERIAL

5.5' SELECT MATERIAL AT

BUILDING TAPERING TO 2.5' AT

EDGE OF ACCESS ROAD

LIMITS OF

EXCAVATION

TOP REFERENCE

POINT, SHEETS

C-104 TO C-109.

ELEV=685.43'

FF=693.93'

DESIGN PER MODULAR

STORAGE MAGAZINE

BOX-TYPE STD 421-80-08

M I N

SEE STRUCTURAL FOR

FOUNDATION PLAN AND DETAILS

EARTH COVER MATERIAL SHALL MEET

SPECIFICATION 31 23 00.00 20

EXCAVATION AND FILL SECTION 2.1.7.

COMPACT MATERIAL

TO 85% OF MAXIMUM

DRY DENSITY

C-501

EXISTING

GROUND

4" CAPILLARY

WATER BARRIER

6" CONCRETE

SLAB ON GRADE

FOOTING

DRAIN

SYSTEM

LIMITS OF

EXCAVATION

1.5

CLASSIFIED

MATERIAL

DESIGN PER MODULAR

STORAGE MAGAZINE

BOX-TYPE STD 421-80-08

PRECAST

WALL PANELS

FF=693.93'

6" SAND

MATERIAL

TOP REFERENCE

POINT, SHEETS

C-104 TO C-109.

2%2%

ELEV=685.43'

CLASSIFIED

MATERIAL

FF=693.93'

LIMITS OF

EXCAVATION

DESIGN PER MODULAR

STORAGE MAGAZINE

BOX-TYPE STD 421-80-08

CAST IN PLACE

HEADWALL

DOOR

OPENING

EARTH COVER

MATERIAL BEYOND

EXISTING

GROUND

SEE STRUCTURAL FOR

FOUNDATION PLAN AND DETAILS

1.5

ELEV=685.43'

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

O N

T R

A C

T O

R

D a t e

D e s c r i p t i o n A p p v d

C I T

Y

C O

N T

R A

C T

O R

C O

N T

R A

R e c o m m e n d e d

A p p r o v e d

S u b m i t t e d

B y

D e s i g n e d

B y

R e v i e w e d

B y

O f f i m

T i t l e

O f f i m

T i t l e

Reference number:

HGFEDCBA

E I E

F

R

V

E R

G

A Z

I N

E S

E I E

L S

B

A

L A

S K

A

DESIGN COMPLETE

W

K B

R

A L

A S

K A

11-15-2016

D E

S I G

N

C

O M

P L

E T

E

C W

B

C W

B

M F

O

W N

A F

E I E

C I V

I L

I S

S U

N

S T

R U

C T

I O

N

C-302

S I T

E

S

E C

T I O

N S

C -302

SITE SECTION - AA - ECM 6355

A

SITE SECTION - BB - ECM 6355

B

SITE SECTION - CC - ECM 6355

C

SITE SECTION NOTES:

1. IN-SITU SOILS SOILS EXCAVATED FROM BENEATH THE ECM CAN BE

M I N

THE HEADWALL SHOULD BE

BACKFILLED WITH

CLASSIFIED MATERIAL

, EXTENDING

HORIZONTALLY AT LEAST 10 FEET

BEHIND THE WALL, AND

VERTICALLY FROM THE BASE OF

THE WALL TO FINISH GRADE

EARTH COVER MATERIAL SHALL MEET

SPECIFICATION 31 23 00.00 20

EXCAVATION AND FILL SECTION 2.1.7.

DESIGN PER MODULAR

STORAGE MAGAZINE

BOX-TYPE STD 421-80-08

DOOR

EXISTING

ROADWAY

EXISTING

GROUND

COMPACT MATERIAL

TO 85% OF MAXIMUM

DRY DENSITY

6" SAND

MATERIAL

4" LIP AT

THRESHHOLD

FOOTING

DRAIN

SYSTEM

C-501

SLOPE

PER OSHA

4" CAPILLARY

WATER BARRIER

6" CONCRETE

SLAB ON GRADE

CONCRETE APRON,

MAINTAIN SLOPE

AWAY FROM DOOR

FOR 25'-0" MIN.

AGGREGATE SURFACE

COURSE TO ROADWAY

C-501

C-501

1.5

PRECAST

WALL PANELS

2' CLASSIFIED

MATERIAL

SEE STRUCTURAL

FOR FOUNDATION

PLAN AND DETAILS

CLASSIFIED

MATERIAL

5.5' SELECT MATERIAL AT

BUILDING TAPERING TO 2.5' AT

EDGE OF ACCESS ROAD

LIMITS OF

EXCAVATION

TOP REFERENCE

POINT, SHEETS

C-104 TO C-109.

FF=696.33'

ELEV=687.83'

M I N

SEE STRUCTURAL FOR

FOUNDATION PLAN AND DETAILS

EARTH COVER MATERIAL SHALL MEET

SPECIFICATION 31 23 00.00 20

EXCAVATION AND FILL SECTION 2.1.7.

COMPACT MATERIAL

TO 85% OF MAXIMUM

DRY DENSITY

C-501

EXISTING

GROUND

4" CAPILLARY

WATER BARRIER

6" CONCRETE

SLAB ON GRADE

FOOTING

DRAIN

SYSTEM

LIMITS OF

EXCAVATION

1.5

CLASSIFIED

MATERIAL

DESIGN PER MODULAR

STORAGE MAGAZINE

BOX-TYPE STD 421-80-08

PRECAST

WALL PANELS

FF=696.33'

6" SAND

MATERIAL

TOP REFERENCE

POINT, SHEETS

C-104 TO C-109.

2%2%

ELEV=687.83'

CLASSIFIED

MATERIAL

FF=696.33'

LIMITS OF

EXCAVATION

DESIGN PER MODULAR

STORAGE MAGAZINE

BOX-TYPE STD 421-80-08

CAST IN PLACE

HEADWALL

DOOR

OPENING

EARTH COVER

MATERIAL BEYOND

EXISTING

GROUND

SEE STRUCTURAL FOR

FOUNDATION PLAN AND DETAILS

1.5

ELEV=687.83'

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

O N

T R

A C

T O

R

D a t e

D e s c r i p t i o n A p p v d

C I T

Y

C O

N T

R A

C T

O R

C O

N T

R A

R e c o m m e n d e d

A p p r o v e d

S u b m i t t e d

B y

D e s i g n e d

B y

R e v i e w e d

B y

O f f i m

T i t l e

O f f i m

T i t l e

Reference number:

HGFEDCBA

E I E

F

R

V

E R

G

A Z

I N

E S

E I E

L S

B

A

L A

S K

A

DESIGN COMPLETE

W

K B

R

A L

A S

K A

11-15-2016

D E

S I G

N

C

O M

P L

E T

E

C W

B

C W

B

M F

O

W N

A F

E I E

C I V

I L

I S

S U

N

S T

R U

C T

I O

N

C-303

S I T

E

S

E C

T I O

N S

C -303

SITE SECTION - AA - ECM 6356

A

SITE SECTION - BB - ECM 6356

B

SITE SECTION - CC - ECM 6356

C

SITE SECTION NOTES:

1. IN-SITU SOILS SOILS EXCAVATED FROM BENEATH THE ECM CAN BE

M I N

THE HEADWALL SHOULD BE

BACKFILLED WITH

CLASSIFIED MATERIAL

, EXTENDING

HORIZONTALLY AT LEAST 10 FEET

BEHIND THE WALL, AND

VERTICALLY FROM THE BASE OF

THE WALL TO FINISH GRADE

EARTH COVER MATERIAL SHALL MEET

SPECIFICATION 31 23 00.00 20

EXCAVATION AND FILL SECTION 2.1.7.

DESIGN PER MODULAR

STORAGE MAGAZINE

BOX-TYPE STD 421-80-08

DOOR

EXISTING

ROADWAY

EXISTING

GROUND

COMPACT MATERIAL

TO 85% OF MAXIMUM

DRY DENSITY

6" SAND

MATERIAL

4" LIP AT

THRESHHOLD

FOOTING

DRAIN

SYSTEM

C-501

SLOPE

PER OSHA

4" CAPILLARY

WATER BARRIER

6" CONCRETE

SLAB ON GRADE

CONCRETE APRON,

MAINTAIN SLOPE

AWAY FROM DOOR

FOR 25'-0" MIN.

AGGREGATE SURFACE

COURSE TO ROADWAY

1.5

PRECAST

WALL PANELS

2' CLASSIFIED

MATERIAL

SEE STRUCTURAL

FOR FOUNDATION

PLAN AND DETAILS

CLASSIFIED

MATERIAL

5.5' SELECT MATERIAL AT

BUILDING TAPERING TO 2.5' AT

EDGE OF ACCESS ROAD

LIMITS OF

EXCAVATION

TOP REFERENCE

POINT, SHEETS

C-104 TO C-109.

ELEV=695.48'

FF=703.98'

C-501

C-501

M I N

SEE STRUCTURAL FOR

FOUNDATION PLAN AND DETAILS

EARTH COVER MATERIAL SHALL MEET

SPECIFICATION 31 23 00.00 20

EXCAVATION AND FILL SECTION 2.1.7.

COMPACT MATERIAL

TO 85% OF MAXIMUM

DRY DENSITY

C-501

EXISTING

GROUND

4" CAPILLARY

WATER BARRIER

6" CONCRETE

SLAB ON GRADE

FOOTING

DRAIN

SYSTEM

LIMITS OF

EXCAVATION

1.5

CLASSIFIED

MATERIAL

DESIGN PER MODULAR

STORAGE MAGAZINE

BOX-TYPE STD 421-80-08

PRECAST

WALL PANELS

FF=703.98'

6" SAND

MATERIAL

TOP REFERENCE

POINT, SHEETS

C-104 TO C-109.

2%2%

ELEV=695.48'

FF=703.98'

CLASSIFIED

MATERIAL

FF=703.98'

LIMITS OF

EXCAVATION

DESIGN PER MODULAR

STORAGE MAGAZINE

BOX-TYPE STD 421-80-08

CAST IN PLACE

HEADWALL

DOOR

OPENING

EARTH COVER

MATERIAL BEYOND

EXISTING

GROUND

SEE STRUCTURAL FOR

FOUNDATION PLAN AND DETAILS

1.5

ELEV=695.48'

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

O N

T R

A C

T O

R

D a t e

D e s c r i p t i o n A p p v d

C I T

Y

C O

N T

R A

C T

O R

C O

N T

R A

R e c o m m e n d e d

A p p r o v e d

S u b m i t t e d

B y

D e s i g n e d

B y

R e v i e w e d

B y

O f f i m

T i t l e

O f f i m

T i t l e

Reference number:

HGFEDCBA

E I E

F

R

V

E R

G

A Z

I N

E S

E I E

L S

B

A

L A

S K

A

DESIGN COMPLETE

W

K B

R

A L

A S

K A

11-15-2016

D E

S I G

N

C

O M

P L

E T

E

C W

B

C W

B

M F

O

W N

A F

E I E

C I V

I L

I S

S U

N

S T

R U

C T

I O

N

C-304

S I T

E

S

E C

T I O

N S

C -304

SITE SECTION - AA - ECM 6358

A

SITE SECTION - BB - ECM 6358

B

SITE SECTION - CC - ECM 6358

C

SITE SECTION NOTES:

1. IN-SITU SOILS SOILS EXCAVATED FROM BENEATH THE ECM CAN BE

M I N

MATERIAL

THE HEADWALL SHOULD BE

BACKFILLED WITH

CLASSIFIED

, EXTENDING

HORIZONTALLY AT LEAST 10 FEET

BEHIND THE WALL, AND

VERTICALLY FROM THE BASE OF

THE WALL TO FINISH GRADE

EARTH COVER MATERIAL SHALL MEET

SPECIFICATION 31 23 00.00 20

EXCAVATION AND FILL SECTION 2.1.7.

DESIGN PER MODULAR

STORAGE MAGAZINE

BOX-TYPE STD 421-80-08

DOOR

EXISTING

ROADWAY

EXISTING

GROUND

COMPACT MATERIAL

TO 85% OF MAXIMUM

DRY DENSITY

6" SAND

MATERIAL

4" LIP AT

THRESHHOLD

FOOTING

DRAIN

SYSTEM

C-501

SLOPE

PER OSHA

4" CAPILLARY

WATER BARRIER

6" CONCRETE

SLAB ON GRADE

CONCRETE APRON,

MAINTAIN SLOPE

AWAY FROM DOOR

FOR 25'-0" MIN.

AGGREGATE SURFACE

COURSE TO ROADWAY

C-501

1.5

PRECAST

WALL PANELS

2' CLASSIFIED

MATERIAL

SEE STRUCTURAL

FOR FOUNDATION

PLAN AND DETAILS

CLASSIFIED

MATERIAL

5.5' SELECT MATERIAL AT

BUILDING TAPERING TO 2.5' AT

EDGE OF ACCESS ROAD

LIMITS OF

EXCAVATION

TOP REFERENCE

POINT, SHEETS

C-104 TO C-109.

ELEV=704.58'

FF=713.08'

C-501

M I N

SEE STRUCTURAL FOR

FOUNDATION PLAN AND DETAILS

EARTH COVER MATERIAL SHALL MEET

SPECIFICATION 31 23 00.00 20

EXCAVATION AND FILL SECTION 2.1.7.

COMPACT MATERIAL

TO 85% OF MAXIMUM

DRY DENSITY

C-501

EXISTING

GROUND

4" CAPILLARY

WATER BARRIER

6" CONCRETE

SLAB ON GRADE

FOOTING

DRAIN

SYSTEM

LIMITS OF

EXCAVATION

1.5

CLASSIFIED

MATERIAL

DESIGN PER MODULAR

STORAGE MAGAZINE

BOX-TYPE STD 421-80-08

PRECAST

WALL PANELS

FF=713.08'

6" SAND

MATERIAL

TOP REFERENCE

POINT, SHEETS

C-104 TO C-109.

2%2%

ELEV=704.58'

CLASSIFIED

MATERIAL

FF=713.08'

LIMITS OF

EXCAVATION

DESIGN PER…