A.07.24_Amendment_0002_W9123618B0021.doc.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

The purpose of this amendment is to:

1. Change ProjNet Bidder Inquiry to close from 17 Sept 18 to 13 Sep 18 at 5 p.m.

2. Update Fort AP Hill gate access hours:

North Gate Access OPEN: Monday – Sunday from 12:00 am to 11:59 pm

South Gate Access OPEN: Monday – Friday from 6:30 am to 7:45 am; 3:30 pm to 4:45pm, OPEN: Wednesday from 12:00 pm to 1:30 pm CLOSED: All other times (Including Holidays)

CONTINUED ON NEXT PAGE

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 10-Sep-2018

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 W9123618B0021

X 9B. DATED (SEE ITEM 11)

22-Aug-2018

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

07-Sep-2018

CODE

USA ENGINEER DISTRICT, NORFOLK

803 FRONT STREET

NORFOLK VA 23510-1096

W91236 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9123618B0021

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

3. Please note changes to the BMP on the revised drawings which has increased in size along with calculations to reflect the changes. The slab for the storage building transformer was shifted to accommodate the increase BMP area. See Revision clouds and notes for detailed changes.

The below Table of Contents has been added

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Attachment 1 Revised Drawings 5 10-SEP-2018

SECTION 00 10 00 - SOLICITATION

The following Delivery Schedule item for CLIN 1001 has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

365 dys. ANP 1 USA ENGINEER DISTRICT, NORFOLK

MICHAEL A ROACH

803 FRONT STREET

NORFOLK VA 23510-1096

804-892-3999 FOB: Destination

W91236

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

180 dys. AOE 1 USA ENGINEER DISTRICT, NORFOLK

MICHAEL A ROACH

803 FRONT STREET

NORFOLK VA 23510-1096

804-892-3999 FOB: Destination

W91236

(End of Summary of Changes)

221.68

AP 1

221.65

AP 2

WATER VALVE

X

POWER POLE

GUY ANCHOR

2" METAL SIGN POLE

FIRE HYDRANT

WIND POLE

POST

214.59

INVERT 6" Plastic

WOODEN SIGN

214.79

INVERT

C

O

N

R

E

T

D

A

I

BUILDING #1530

BLDG #1529

BLDG #1528

BUILDING #1532

B

U

L

G

WATER TOWER

BASKETBALL COURT

Blue Concrete Filled Steel Pipes

Sticking out of the ground

Generator & Antenna

Asphalt

EXPOSED UG WIRE COVER

INV=210.65

INV=209.65

INV=219.04

RIM=222.92

SANITARY MANHOLE

INV=203.37

INV=203.45

INV=203.48

INV=203.76

INV=207.13

INV=210.64

P

V i p e l g n m t o c r

8" Concrete Pipe Alignment

Underground Utilities

W

S

13' CLEARANCE

22' CLEARANCE

12' CLEARANCE

18' CLEARANCE

24' CLEARANCE

23' CLEARANCE

14' CLEARANCE

17' CLEARANCE

19' CLEARANCE

16' CLEARANCE

u s k w h a

(51'x61'±)

Y

STORAGE BLDG

x

K

[220.5]

F

PROJECT LIMITS/

LAND DISTURBANCE

FIRE LANE SIGN

224.7

224.9

224.1

SS

RIM=218.48

CONCRETE PAD

RIM=215.74

INV=214.12

INV=210.13

INV=209.91

INV=209.86

INV=212.85

INV=212.99

RIM=215.87

RIM=217.07

INV=219.84

RIM=222.53

1" = 30'

C-100

J

M

US Army Corps of Engineers ®

SHEET OF

SHEET ID

Z

H

1 2 3 4 5

LP TANK AND

PROTECTIVE SLAB

STORAGE

BUILDING

PROJECT LOCATION

VICINITY MAP

NOT TO SCALE

FO

TU

MAIN ENTRANCE

4th ST

FO

TU

HAUL ROUTE

PROJECT

LOCATION

LOCATION MAP & HAUL ROUTE

TRANSFORMER SLAB

NOTE:

PASS OFFICE IS IN THE

VICINITY OF THE NORTH

GATE ON A.P. HILL DRIVE.

NORTH

GATE

CHAIN LINK FENCE WITH GATE

CONCRETE

SIDEWALK, PER C-502

AutoCAD SHX Text

0'

7.5'

15'

30'

60'

90'

NOTE 1

MAINTAIN SWALE

SF

SAF

220.6

220.3

221.0

219.7

220.5

221.0

MG

TP

PROJECT LIMITS/

LAND DISTURBANCE

EXISTING CONCRETE SWALE

TO

MU

OVERFLOW SPILLWAY

4 TONS CLASS IA

DRY RIPRAP REQ'D

SEE DETAIL SHEET C200

OBSERVATION

WELL

INFILTRATION BMP

SEE DETAILS

SHEET C200

PS

CONCRETE PAD ELEV.=217.50

3" CONCRETE REVEAL

CONCRETE TRANSFORMER PAD

ELEV.=217.90

214.0

216.0

218.0

C-102

LEGEND:

PS PERMANENT SEEDING

SF SILT FENCE

NOTE:

CONTRACTOR TO STAY WITHIN THE PROJECT

LIMITS/LAND DISTURBANCE BOUNDARY SHOWN

ON SITE PLAN/GRADING PLAN.

MU MULCHING

TO TOP SOILING

TP TREE PROTECTION

SAF SAFETY FENCE

xSAFx

FLOW DIRECTION

6' MIN

1 3

SECTION A-A

SWALE

(SLOPE VARIES,

SEE PLAN)

MG MATCH GRADE

LIMITS OF LAND DISTURBANCE

SECTION B - B

SCALE: 1" = 5'

PROJECT DESCRIPTION:

THE PURPOSE OF THE PROJECT IS TO CONSTRUCT (INFILL) A SMALL

PRE-ENGINEERED METAL BUILDING ON A CONCRETE SLAB IN AN AREA

THAT HAS BEEN PREVIOUSLY PARTIALLY GRADED FOR FUTURE

CONSTRUCTION OF MISSION RELATED ADDITONAL TRAINING BUILDINGS.

THIS BUILDING WILL FUNCTION AS A STORAGE BUILDING (3120 SF) FOR

TRAINING PROPS AND AIDS. WITH A SMALL OUTSIDE FENCED STORAGE

YARD. THIS FACILITY WILL BE LOCATED ADJACENT TO THE MAIN RING

ACCESS DRIVE THRU THIS TRAINING COMPLEX. THE STORAGE YARD WILL

BE CONNECTED TO THE EXISTING PAVED ACCESS DRIVE WITH A 10 FOOT

STONE DRIVEWAY ENTRANCE.

221.68

AP 1

221.65

AP 2

2" METAL SIGN POLE

WIND POLE

214.59

INVERT 6" Plastic

WOODEN SIGN

214.79

INVERT

WATER TOWER

BASKETBALL COURT

EXPOSED UG WIRE COVER

INV=210.65

INV=209.65

INV=219.04

RIM=222.92

INV=203.37

INV=203.45

INV=203.48

INV=203.76

INV=207.13

INV=210.64

8" Concrete Pipe Alignment

22' CLEARANCE

12' CLEARANCE

18' CLEARANCE

24' CLEARANCE

23' CLEARANCE

14' CLEARANCE

17' CLEARANCE

19' CLEARANCE

16' CLEARANCE

20' OVERHANG

CHAINLINK FENCE (FE-5)

12' GATE

6" CULVERT (CAST IRON)

BENEATH NEW 5' SIDEWALK

72" HIGH, SEE DETAIL SHT C-500

PROPANE TANK

(BURIED-1000G)

(BY OTHERS)

RIM=218.48

RIM=215.74

INV=214.12

INV=210.13

INV=209.91

INV=209.86

INV=212.85

INV=212.99

RIM=215.87

RIM=217.07

INV=219.84

RIM=222.53

WATER SERVICE STUB

CONCRETE PAD (9'X21')

ELEVATION 217.5

PROVIDE 3" REVEAL

AROUND PERIMETER

CONCRETE

TRANSFORMER

PAD (5'X5')

ELEV.217.9

6" DEPTH

TO REMAIN

TO BE REMOVED

C-106

UTILITIES NOTES

1. WATER SERVICE TO BUILDING STUB OUT TO BE PROVIDED BY AMERICAN WATER. POC IS

LOUIS BROOKS - 804-663-8234(P).

2. SANITARY SEWER SERVICE TO BUILDING IS NOT REQUIRED.

3. THE CONTRACTOR SHALL REQUEST AND SCHEDULE THE INSTALLATION OF THE WATER

SERVICE LINES TO THE NEW BUILDING. THE GOVERNMENT WILL BEAR THE COSTS FOR

PROVIDING WATER SERVICES TO THE NEW BUILDING. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE HOOKUP OF THE STUB OUTS TO THE SERVICE LINES. ALL ASSOCIATED

FEES FOR SERVICES (METER INSTALLATION) SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

4. FOR LPG SERVICE CONTACT LPG SUPPLIER. SUPPLIER WILL INSTALL A BURIED 1000 GAL

CAPACITY LPG TANK AND SUPPLY LINE TO THE STORAGE BUILDING. FAPH WILL

ASSUME OWNERSHIP OF TANK UPON INSTALLATION AND COMMISSIONING OF HEATING SYSTEM.

CONTRACTOR TO REQUEST AND PAY FOR LPG TANK, INSTALLATION OF LPG SERVICE LINE TO

BUILDING, SHUT OFF VALVE AND REGULATOR.

5. LPG SUPPLIER SHALL ALSO INSTALL DEMARCATION BOLLARDS TO INDICATE OUTER BOUNDARIES

OF BURIED TANK AND PROTECTIVE BOLLARDS AT THE TANK VALVE RISER AND DOME.

6. CONTRACTOR SHALL FINISH LPG TANK EXCAVATION WITH A 9'x21'± CONCRETE SLAB, 6" THICK.

21'-0"

6'-0"

(TYP.)

1'-6" (TYP.)

(6" DEPTH)

ENLARGED PLAN

8"Ø BOLLARDS (TYP.)

SEE DETAIL SHEET,

C-502

C-107

LAYOUT COORDINATES

N 6732009.13

E 11821373.80

N 6731946.14

E 11821467.61

N 6731920.68

E 11821423.66

N 6731995.89

E 11821439.00

N 6731954.18

E 11821404.49

N 6732030.41

E 11821432.52

N 6732057.90

E 11821371.12

N 6732060.16

E 11821393.85

C-200

TYPICAL SECTIONS AT BMP

SECTION THRU SPILLWAY

SECTION AT BMP

3'

2'

STORAGE BLDG.

STORMWATER BMP CONSTRUCTION AND MAINTENANCE NOTES

INFILTRATION MEDIA

SEE DETAIL

THIS SHEET

INFILTRATION MEDIA DETAIL

1-YR STORM: EL. 215.58

10-YR STORM: EL. 215.86

95TH PERCENTILE STORM:

EL. 214.50

EL. 215.5

EL. 216.0

EL. 214.5

(FROM VA DEQ STORMWATER DESIGN SPECIFICATION NO. 8)

CLEAN AGGREGATE WITH MAX. DIAMETER OF 3.5 IN. AND A MIN DIAMETER OF 1.5 IN. (VDOT NO. 1 OPEN GRADED COURSE AGGREGATE)

3" LAYER PEA GRAVEL OR RIVER STONE

CLEAN SAND (VDOT FINE AGGREGATE A OR B)

GEOTEXTILE FILTER FABRIC WRAPPED AROUND BEDDING MATERIAL & AGGREGATE STONE AS A BARRIER

3'-6"

BMP PONDING AREA

SEE DRAWING FOR WIDTH

3:1 SLOPE

3:1 SLOPE

6"

NON-WOVEN FABRIC POLYPRENE GEOTEXTILE W/FLOWRATE GREATER THAN 110 GAL/MIN/SQ FT

%%UNOTES:

NO SCALE

OBSERVATION WELL (6" PERFORATED PIPE)

METAL CAP WITH LOCK (6" ABOVE GRADE)

FOOT PLATE

Attachment 10 xDrawings_Sheet 1.pdf

01_MARSOC_GENERAL

G-001

03_MARSOC_CIVIL

C-100

C-101

C-102

C-103

C-104

C-105

C-106

C-107

C-108

C-109

C-200

C-500

C-501

C-502