W912DR18B0013-0003.pdf
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- Attached to
- Wicomico River Dredging Federal contract opportunity
- Solicitation number
- W912DR18B0013
About this file
Amendment to respond to RFI Questions and provide updated Plans
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912DR18B0013_Bid_Abstract.pdf | ||
| W912DR18B0013-0002.pdf | ||
| W912DR18B0013_AMENDMENT_0001_100518.pdf | ||
| W912DR18B0013.pdf |
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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
This amendment incorporates the follow ing changes into the solicitation:
1. Provide RFI responses.
2. Provide updated draw ings.
All other terms and conditions remain unchanged.
1. CONTRACT ID CODE PAGE OF PAGES
1 4
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 25-Oct-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 W912DR18B0013
X 9B. DATED (SEE ITEM 11)
30-Sep-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
25-Oct-2018
CODE
U.S. ARMY CORPS OF ENGINEERS, BALTIMORE
2 HOPKINS PLAZA
03-G-04
BALTIMORE MD 21201
W912DR 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W912DR18B0013
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)
The following have been added by full text:
RFI QUESTIONS AND RESPONES
1. Would the Owner allow the Contractor to start this project on the following seasons environmental window? So an anticipated start date of June 16th of 2019?
Response: As stated in the solicitation, the contract completion date is 120 calendar days from issuance of the Notice to Proceed. Dredging may begin once the environmental window opens on 16 June 2019 as long as it does not impact the contract completion date.On: Oct 25 2018
2. Please confirm that the bid guarantee for this solicitation shall be (Thirty percent) 30% of the bid price or $3 million, whichever is less.
Response: Corrected. Page 6 of the solicitation states that, "4. BID GUARANTEE: The bidders are required to submit a Bid Guarantee for this procurement. Any bidders failing to submit an authentic Bid Guarantee will be considered non- responsive to the Solicitation and ineligible for award. The Bid Guarantee shall be in the amount of 20% of the bidder's price or $3,000,000.00, whichever is less.
3. Please change the bid opening time from 11 AM to 2 PM to make sure that bids delivered by mail shall be received timely.
Response: Bid Opening Time will remain at 11 AM. This will still allow sufficient time to receive mail the day of bid opening.
4. What is the amount of liquidated damages for this solicitation?
Response: Liquidated damages for this solicitation are $1,075.00 per day.
5. What are the qualifications of the quality control person at the disposal area? Aside from performing quality control tasks, can other duties be assigned to this person?
Response: Please refer to Section 35 20 23 Paragraph 3.4 QUALITY CONTROL for details on QC personnel. Also ERM 385 01.A.17.a.1: States the SSHO/QC shall be a full time.
6. Please provide as built drawing of the existing weir box to be replaced between Cell 4 and Cell 5.
Response: The weir box was replaced in the late 1990s (~1998). As builts do not exist for the weir box from that time.
7. Where is the location of Stabilized Construction Entrance (SCE) as shown in the Legend Box in Sheet V-111 and detailed in V-112? Does the construction of SCE part of this contract?
Response: The SCE is not a part of this contract. It will be removed from the plans.
8. The Legend Box in Sheet V-111 shows Prop. Dike Realignment. Is this part of this contract?
Response: That should be removed from the Legend. It is a typo and not needed for this project.
9. Please provide complete layout of the Government furnished pipeline right of ways from Cell 7 to the river.
Response: Please see attached Revised Drawings provided in Amendment
10. Section 35 20 23 paragraph 2.5.3.2 states that effluent from disposal site shall be discharged directly to open water. Is there an existing effluent pipeline or the contractor has to install a new one? If there is an existing effluent pipeline, please provide the layout/alignment. If the Contractor has to install a new effluent pipeline, is it going to remain or remove after the completion of the project?
Response: The contractor will provide pipeline from the outfall at Sharps Point to open water. This pipeline will be removed after the project is complete
11. Will the dredge pipeline right of way cross to Riverside Drive? If so, will the contractor allow to construct ramp over the dredge pipeline or open cut the road?
Response: There currently is a culvert under Riverside Road to allow the pipeline access under the road
12. Please extend bid opening by 1-2 weeks.
Response: No, Bid opening will still be held on Tuesday October 30th at 11 AM
(End of Summary of Changes)
GBN #47
GBN #49
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.5
2.5
.5
.5
.5
2.4
.4
.4
2.4
2.4
.4
.4
.4
.4
.4
.4
2.4
.4
.4
.4
.4
.4
.4
.4
.4 2 .4
.4
2.3
2.3
2.3
.3
.3
2.3
2.3
.3
2.3
2.3
.3
.3
.3
2.3
2.3
.3
.3
2.3
.3
.3
.3
2.3
.2
.2
.2
.2
.2
.2 2 .2
.2
.2
.2 2.2
.2
.2
.2
.2
2.2
.2
.2
.2
.2
2.2
2.2
.2
2.2
.2
2.2
.2
.2
.2
.2
.2
.2 2
.2
.1
.1
2.1 2.1
.1
2.1
2.1
2.1
2.1
.1
.1
.1
.1
.1
.1
2.1
.1
.1
2.1
.1
.1
2.1
.1
.1
.1
2.1
.1
.1
.1
.1
.1
.1
.1
2.0
2.0
2.0 2.0
.0
.0
.0
.0
2.0 2.0
.0
.0
.0
.0
2.0
.0
2.0
2.0
.0
2.0
.0
2.0
.0
.0
.0
.0
2.0
2.0
.0
.0
.0
.0
.0
.0
2.0 2.0
.0
.0
.0
2.0
2.0
.0
.0
.0
.0
2.0
2.0
2.0
2.0
.0
.0
.0
2.0
.9
.9
.9
.9
1.9 1.9
.9
1.9
.9
.9
.9
1.9
1.9
1.9
.9
.9
.9
.9
1.9
1.9
.9
.9
.9
.9
.9
.9 1
.9
1.9 .9
1.9
.9
.9
1.9
.9
.9
1.9
.9
1.9
1.9
.9
.9 1.9
1.9
.9
.8
1.8
1.8
.8
.8
1.8
.8
1.8
.8
.8 1
.8
.8
.8
.8
1.8
1.8
.8
.8
.8
1.8
.8
.8
1.8
1.8
.8
.8 1
.8
1.8
1.8
.8
1.8
1.8
.8
.8
1.8
.8
.8
1.8
.8
.8
1.8
.8
1.8
.7
.7
.7
1.7 1.7
1.7
1.7
.7
.7
.7
.7
.7
.7
.7
1.7
1.7
.7
.7
1.7
.7
.7
1.7
.7
.7
.7
1.7
1.7
1.7
1.7
1.7
.7
1.7
.7
1.7
.7
.7
1.7
1.7 1.7
1.7
1.7
1.7
.7
.6
1.6
1.6
.6
.6
.6
1.6
1.6
1.6
1.6
.6
1.6
.6
1.6
1.6
1.6
1.6
1.6
1.6
.6
1.6
1.6
.6
.6
1.6
.6
1.6
.6
1.6
.6
1.6
.6
1.6
.6
.6
1.6
.6
1.6
1.6
1.6
.6
.6
.6
1.6
.6
.6
.6
.6
.6
1.6
1.6
.6
.6
.6
.6
.6
.6
.6
1.6
.6
.6
.6
1.6
1.5
.5
.5
.5
1.5
1.5
1.5
1.5
1.5
.5
1.5
1.5
.5
.5
.5
.5
1.5
.5
.5
.5
.5
1.5
1.5
1.5
1.5
.5
.5
1.5
1.5
1.5
.5
1.5
.5
.5
.5
1.5
1.5
.5
1.5
.5
.5
.5
.5
1.5 .5
.5
.5
1.5
.5
.5
.5
1.5
.5
1.5
.5
.5
1.5
.4
.4
1.4
1.4
.4
.4
.4
.4
.4
1.4
.4
.4
.4
1.4
1.4
1.4
.4
1.4
.4
.4
.4
.4
.4
.4
1.4
1.4
.4
.4
1.4
1.4
1.4
.4
.4
.4
.4
1.4
.4
.4
.4
.4
.4
1.4
1.4
.3
1.3
1.3
1.3 1.3
.3
1.3
.3
.3
.3
1.3
.3
1.3
.3
1.3 1.3
.3
1.3
.3
1.3
1.3
1.3
1.3
.3
1.3
1.3
.3
1.3
.3
.3
1.3
.3
1.3 1.3
1.3
1.3
.3
1.3
.3
.2
.2
.2
.2
.2
1.2
1.2
.2
1.2
1.2
1.2
.2
1.2
.2
1.2
1.2
.2
1.2
1.2
1.2
1.2
.1
.1
.1
.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
.1
1.1
1.1
1.1
1.1
.1
1.1
.1
1.1
.1
1.1
1.1
1.1
1.0
1.0
.0
1.0
.0
1.0
1.0
0.9
0.9
0.9
0.9
0.9
.9
0.9
0.9
.9
0.9
.9
0.9
0.9
0.8
0.8
0.8
.8
0.8
0.8
0.8
0.8
0.7
.7
0.7
.7
0.6
0.5
0.5
0.2
D w n b y
D e s ig n e d b y
R e v ie w e d b y
C k d b y
US Army Corps of Engineers
S u b m it t e d b y
P lo t d a t e t s c a le
D s ig n f il e n o r a w in g c o d number:
reference
Sheet
B A
L T
IM
O R
E
IS
T R
IC
T
U .S
A R
M Y
C O
R
S
F
N
G
IN
E E
Baltimore District h ie f
N a v
B r a n c h
M A
R Y
L A
N D
V-105
N 247,000
N 247,500
N 248,000
N 248,500
N 249,000
N 249,500
N 250,000
M A
T C
H L I
N E
F
O R
S
H E
E T
N 250,000
N 249,500
N 249,000
N 248,500
N 248,000
N 247,500
N
0 100 100 200FT
SCALE IN FEET
W
IC
O M
U N
T Y
D
C
B
A
WI
CO
MI
CO
RI
VE
R
THE CONTRACTOR SHALL VERIFY TO HIS SATISFACTION ALL DISTANCES,
AZIMUTH, BEARINGS AND COORDINATES SHOWN ON THESE PLANS, PRIOR
TO THEIR USE FOR ANY CHANNEL STAKE OUT, SHORE STATION LOCATIONS
FOR ELECTRONIC POSITIONING EQUIPMENT OR ANY OTHER DREDGING PURPOSES.
FOR ANY DREDGING OR CONSTRUCTION PROBLEMS RESULTING FROM A FAILURE
OF THE CONTRACTOR OR SUBCONTRACTORS TO CONFIRM COORDINATES, DISTANCES
AND AZIMUTHS SHOWN ON PLANS PRIOR TO ANY DREDGING OR CONSTRUCTION.
CONTRACTOR NOTE
THE BALTIMORE DISTRICT CORPS OF ENGINEERS IS NOT RESPONSIBLE IN ANY WAY
S M
G
S M
G
D a t e
J A
H F
IL
E
P
A U
G '1
9. SHORELINE MAPPING IS DISPLAYED AS A GENERAL REFERENCE SINCE
IT WAS COMPILED IN ACCORDANCE WITH THE NATIONAL MAP ACCURACY
STANDARDS FROM AERIAL DATA DATED JULY 2007.
NOTES:
1. STATIONS ARE AT 1000' INTERVALS.
2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS
OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE
CONSIDERED AS INDICATING THE GENERAL CONDITIONS
EXISTING AT THAT TIME.
3. VERTICAL DATUM: M.L.L.W., FOR THE '83 TO '01 TIDAL EPOCH.
4. HORIZONTAL DATUM: NORTH AMERICAN 1983 DATUM, MARYLAND
STATE PLANE COORDINATE SYSTEM.
5. SOUNDINGS WERE OBTAINED USING A TRIMBLE GLOBAL
POSITIONING SYSTEM AND AN ODOM DEPTH SOUNDER.
6. PROJECT DEPTH: 14 FEET.
7. CHANNEL WIDTH IS 150 FEET.
H
E R
IL
L
A C
H
W
IC
O M
IV
E R
M A
IN
T E
N A
N
E D
G
IN
G
S T
A T
IO
N
D e p t h i n f e e t b e l w m l l w
Distance in feet from centerline.
Typical Cross Section
14' template
15.0' template1
-5
-10
-15
-20
-25
0 25 50 75 100 125 150-25-50-75-100-125-150
B E
G I
E D
G I
N G
A T I
O N
Station 141+000
Sheet 5 of
F il e n a m e :M
D
M D
8. SURVEYED 7, 8, & 9 AUGUST 2018.
WITH A 2.0 FOOT ALLOWABLE OVERDEPTH
AREA TO BE DREDGED TO 14 FEET MLLW
A-20 1689079.33 248358.43
A-19 1690030.10 247998.90
A-18 1690729.70 247964.10
A-17 1692350.00 248093.60
A-16 1692796.10 248023.80
A-15 1693667.10 247666.70
A-14 1694090.50 247621.60
A-13 1694426.30 247748.30
A-12 1694804.90 248106.90
A-11 1695115.97 248682.81
A-10 1694983.96 248754.09
A-9 1694684.40 248199.30
A-8 1694479.30 248005.10
A-7 1694172.10 247812.70
A-6 1694070.90 247774.60
A-5 1693704.30 247813.60
A-4 1692604.50 248264.40
A-3 1690727.50 248114.30
A-2 1690061.10 248147.50
A-1 1689132.39 248498.75
POINTS EASTING NORTHING
B-21 1708944.20 254517.40
B-20 1708674.80 253924.30
B-19 1708213.30 253217.40
B-18 1707950.80 251992.50
B-17 1707825.60 251815.60
B-16 1707551.70 251647.70
B-15 1706645.90 251401.60
B-14 1705279.50 250900.30
B-13 1704795.20 250515.00
B-12 1704348.00 249761.30
B-11 1704058.90 249193.50
B-10 1703801.20 248783.20
B-9 1703745.20 248709.70
B-8 1703475.40 248552.50
B-7 1702190.80 248378.30
B-6 1701863.60 248439.20
B-5 1700796.90 249026.10
B-4 1700243.90 249056.30
B-3 1698810.90 248150.70
B-2 1698622.10 248091.50
B-1 1698325.77 248111.56
POINTS EASTING NORTHING
B-42 1700571.90 248888.10
B-41 1700914.80 248790.00
B-40 1701988.20 248199.50
B-39 1703724.60 248434.90
B-38 1704076.00 248896.60
B-37 1704479.40 249688.90
B-36 1704910.20 250413.90
B-35 1705354.00 250767.90
B-34 1706691.50 251258.60
B-33 1707611.70 251508.50
B-32 1708059.30 251782.90
B-31 1708354.10 253158.80
B-30 1708806.60 253851.90
B-29 1709073.20 254438.80
B-28 1709633.70 255149.90
B-27 1710043.80 255919.30
B-26 1710284.00 256154.50
B-25 1710575.82 256302.74
B-24 1710508.28 256436.15
B-23 1710016.70 256187.30
B-22 1709507.70 255232.30
POINTS EASTING NORTHING
B-47 1698258.75 247968.78
B-46 1698448.30 247879.80
B-45 1698874.50 248013.40
B-44 1700134.70 248809.90
B-43 1700459.30 248894.30
POINTS EASTING NORTHING
C-8 1711027.37 256462.02
C-7 1711442.50 256545.70
C-6 1711979.80 256896.70
C-5 1712274.75 257111.56
C-4 1712210.77 257199.39
C-3 1711922.90 256979.10
C-2 1711445.20 256682.70
C-1 1711000.28 256583.51
POINTS EASTING NORTHING
DREDGE AREA COORDINATES
WICOMICO RIVER CHANNEL
N 247,000
PPELINE RIGHT OF WAY
P P
E L I
I
G
W
Y
A
D D
IP
E L
IN
IG
Y
S
PROPERTY CORNER FOUND
PROPERTY CORNER FOUND
W
BOX
WEIR
BOX
WEIR
BOX
WEIR
27.96'
INV. OUT
PIPE
B O
U N
D A R
Y
F R
O M
P L
A T
S
U R
V E
Y E
D
A N T
E
P
O W E L L
I
N
F E B
B O
U N
D A R
Y
F R
O M
P L
A T
S
U R
V E
Y E
D
A N T
E
P
O W E L L
I
N
F E B
B O
U N
D A R
Y
F R
O M
P L
A T
S
U R
V E
Y E
D
A N T
E
P
O W E L L
I
N
F E B
F R
U I T L
A
N I C I P
A L
B
O U
N D
A R
Y
37.19'
INV. OUT
PIPE
BOX
WEIR
41.05'
INV. IN
PIPE
B O
U N
D A R
Y
F R
O M
P L
A T
S
U R
V E
Y E
D
A N T
E
P
O W E L L
I
N
F E B
WELL
PLATFORM
PLATFORM
ROCKS
33.3
33.6
33.6
33.7
33.7
33.8
33.8
33.8 33.8 33.8
33.8
33.8
33.9
33.9
33.9
33.9
33.9
34.0
34.0
34.0
34.1
34.1
34.1
34.1
34.2
34.2
34.2
34.2
34.2
34.2
34.2
34.3
34.3
34.3
34.3
34.3
34.3
34.3
34.3
34.4
34.4
34.4
34.4
34.4
34.5
34.5
34.5
34.6
34.6
34.6
34.6
34.7
34.7
34.7
34.7
34.7
34.8
34.8
34.9
34.9
34.9
35.0
35.0
35.0
35.0
35.1
35.1
35.1
35.1
35.1
35.1
35.2
35.2
35.2
35.2
35.2
35.2
35.3 35.3
35.4
35.4
35.4
35.4
35.5
35.5
35.5
35.6
35.6
35.6
35.6
35.7
35.7
35.7 35.7
35.7
35.8
35.8
35.8
35.8
35.8
35.8
35.9
36.0
36.0
36.0
36.0
36.0
36.0
36.0
36.1
36.1
36.1
CELL 1
CELL 2
CELL 4
CELL 5
CELL 6
CELL 7
CELL 3
36.1
36.1
36.1
36.2
36.2
36.2
36.2
36.2
36.2
36.3
36.3
36.3
36.3
36.4
36.4
36.5
36.5
36.5
36.6
36.6
36.6
36.7
36.7
36.7
36.8
36.8
36.8
36.9
36.9
36.9
37.0
37.2
37.2
37.3
37.4
37.5
37.6
37.7
37.8
38.0
38.0
38.3
38.3
38.3
38.4
38.4
38.5
38.5
38.6
38.6
38.7
38.7
38.8
38.8
38.8
38.9
39.0
39.0
39.0
39.0
39.1
39.1
39.1
39.1
39.1 39.2
39.2
39.2
39.3
39.3
39.3
39.5
39.5
39.5
39.5
39.5
39.5
39.5
39.5 39.5
39.6 39.6
39.6
39.7
39.7
39.7
39.7
39.7
39.7
39.8
39.8
39.8
39.8
39.8
39.8
39.9
39.9
39.9
40.0
40.0
40.0
40.0
40.0
40.1
40.1
40.1
40.1
40.1
40.1
40.1
40.2
40.2
40.2
40.2
40.2
40.2
40.2
40.2
40.2
40.2
40.2
40.3
40.3
40.3
40.3
40.3
40.3
40.3
40.3
40.3
40.3
40.3
40.4
40.4
40.4
40.4
40.4 40.4
40.4
40.5
40.5
40.5
40.5
40.5
40.5
40.5
40.5
40.5
40.5
40.6
40.6
40.6
40.6
40.6
40.6
40.6 40.6
40.7
40.7 40.7
40.7
40.8
40.8
40.9 40.9
40.9
41.0
41.0
41.1
41.2
41.2
41.2
41.2
41.3
41.3
41.4
41.4
41.4
41.5 41.5
41.6
41.6
41.6
41.7
41.7
41.7
41.8
41.9
41.9
41.9
42.0
42.0 42.0
42.1 42.1
42.3
42.4
42.4
42.4
42.4
42.4
42.4
42.5
42.7
42.7
42.7
42.7
42.9
42.9
42.9
42.9
43.1
43.1
43.3
43.7
43.8
43.8
43.8
43.9
43.9
44.0
44.0
44.1
44.1
44.1
44.2
44.2
44.3
44.4
44.4
44.4
44.5
44.6
44.6
44.6
44.6
44.6
44.6
44.7
44.7
44.8
44.8
44.8
44.9
44.9
45.0
45.0
45.0
45.1
45.1
45.1
45.2
45.3
45.4
45.5
45.6
45.6
45.6
45.6
45.8
45.9
46.0
46.1
46.2
THE CONTRACTOR SHALL VERIFY TO HIS SATISFACTION ALL DISTANCES,
AZIMUTH, BEARINGS AND COORDINATES SHOWN ON THESE PLANS, PRIOR
FOR ELECTRONIC POSITIONING EQUIPMENT OR ANY OTHER DREDGING PURPOSES.
FOR ANY DREDGING OR CONSTRUCTION PROBLEMS RESULTING FROM A FAILURE
OF THE CONTRACTOR OR SUBCONTRACTORS TO CONFIRM COORDINATES, DISTANCES
AND AZIMUTHS SHOWN ON PLANS PRIOR TO ANY DREDGING OR CONSTRUCTION.
THE BALTIMORE DISTRICT CORPS OF ENGINEERS IS NOT RESPONSIBLE IN ANY WAY
TO THEIR USE FOR ANY CHANNEL STAKE OUT, SHORE STATION LOCATIONS
CONTRACTOR NOTE
s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b u b m it t e d b t d a t s ig n f il e n s c r ip t io n D a t e
D e s c r ip t io n D a t e
A p p r
A p p r
M a r k
M a r k
W
IC
O M
U N
T Y
M A
R Y
L A
N D
U .S
A R
R
G
IN
E E
R S
B A
L T
IM
O
T R
IC
T
C h ie f
N a v
B r a n c h n b y
D r a w in g c o d t s c a
,6
,5
,7
,5
,7
,0
1. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS
MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING
THE GENERAL CONDITIONS EXISTING AT THAT TIME.
3. HORIZONTAL DATUM: NORTH AMERICAN 1983 DATUM, MARYLAND STATE PLANE
COORDINATE SYSTEM.
NOTE:
US Army Corps of Engineers number:
reference
Sheet
A
B
C
D
2 3 5
,7
,0
,7
,5
,7
,0
,6
,0
,6
,5
N 242,000
N 242,500
N 243,000
N 244,000
N 253,500
N 241,500
43.9
41 CONTOUR LINE
SPOT ELEVATION
CONTROL MONUMENT
LEGEND
WEIR AND PIPE
Harbor
Point
Cottonpatch
Point
Point
Shad
Point
Sharps
Patricks
Landing
SILOAM
RIVER ISLE
ESTATES PEMBERTON
HISTORICAL
PARK
SANDY
SHAD
FRUITLAND
POP. 3,774
FRUITLAND
SEWAGE
TREATMENT
PLANT
C A I R
N
H
IG
L H
A N
D
C I R
EDINBURG
H N I T
H S
D A
L E
N
N I T H
SDALE
D
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LOCATION MAP
SCALE AS SHOWN
PROJECT LOCATION
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N 244,000
N 243,000
N 242,500
N 242,000
N 241,500
N 243,500
0 100 100 200FT
SCALE IN FEET
V-111
W WELL
5 3
F I
L
P
S H
A R
A C
E M
E
IT
E W
IC
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M A
IN
T E
N A
N
E D
G
IN
G
PLACEMENT SITE
SHARPS POINT
J A
H
S-1
S-2
S-3
SILT FENCE
LIMITS OF DISTURBANCE (LOD)
S-1 SEDIMENT SAMPLE LOCATION
5. ALL STAGING/STOCKPILING WILL BE ACCOMPLISHED INSIDE THE EXISTING
UPLAND DIKE.
6. ANY SEDIMENT CONTROL DEVICES REMOVED DURING THE WORK DAY MUST BE
REINSTALLED AT THE END OF THE WORK DAY.
7. DO NOT DISTURB ANY OF THE EXISTING WELLS ON THE PLACEMENT SITE.
Sheet 11 of
F il e n a m e :M
D
M D
A U
G
'1
P I
P E
L I
W
4. SURVEYED MARCH AND APRIL 2018.
R I G
Y P I P
E L I
PIPELINE RIGHT OF WAY (SEE SHEET 5)
A D
D
IP
E L
IG
Y
M
O D
IF
IE
G E
N D
S M
G
S M
G
.S
A R
R
G
IN
E E n b y
D e s ig n e d b y
R e v ie w e d b y
D a t e
R e v
C k d b y
US Army Corps of Engineers u b m it t e d b t d a t t s c a s ig n f il e n r a w in g c o d number:
reference
Sheet
D e s c r ip t io n D a t e
D e s c r ip t io n D a t e
A p p r
A p p r
A
M a r k
M a r k
B
C
2 3 4 5
L T
IM
O
T R
J
G
W
IC
O M
U N
T Y
M A
R Y
L A
N D
V-112
W
IC
O M
E R
M A
IN
T E
N A
N
E D
G
IN
G
C O
N S
T R
U C
T
IO
T A
IL
S
A U
G
'1
F
IL
E
P
48"
24"
•" PL
36"
PIPE STUB TO MATCH HOLES IN ‚" PL
DRILL EIGHT †" DIA. HOLES THRU
‚" ROLLED PL
BASE SECTION - SIDE VIEW
(PIPE STUB NOT SHOWN)
BASE SECTION - FRONT VIEW
WEIR BOX PIPE STUB DETAILS
CONSTRUCTION NOTES:
ASTM A36.
CONTINUOUS. VISUALLY INSPECT FOR CRACKS AND PINHOLES. NO CRACKS OR PINHOLES
ARE ALLOWED.
BURRS.
OF ALL RESIDUAL OIL AND GREASE PRIOR TO WELDING. COMPLETELY SEAL ALL JOINTS
BY WELDING.
COAL TAR EPOXY - POLYAMIDE PAINT IN ACCORDANCE WITH THE SPECS.
1)UNLESS OTHERWISE SHOWN, ALL MATERIAL IS TO BE CARBON STEEL CONFORMING TO
2)UNLESS OTHERWISE SHOWN ALL CONSTRUCTION IS TO BE WELDED. ALL WELDS ARE TO BE
3)SEQUENCE WELDING WHERE APPLICABLE TO MINIMIZE DISTORTION.
4)BREAK ANY SHARP CORNERS, REMOVE ALL WELD FLUX, SLAG, AND SPATTER. REMOVE ALL
5)ENSURE THAT ALL CONTACTING OR OVERLAPPING JOINT SURFACES ARE CLEAN AND FREE
6)AFTER FABRICATION, BLAST - CLEAN AND PAINT THE SECTIONS WITH TWO COATS OF A
7)PIPE TO BE 24"DIA, HDPE, ATTACHED BY BOLTING, USING EIGHT (8)
APPROX. 23.5" DIA. (+/-)
TO FIT SNUG OVER ROLLED ‚" PL
24" HDPE PIPE STUB - SEE NOTE 7 -
MIN. 12"
S M
G
Sheet 12 of
F il e n a m e :M
D
M D
•" - 13UNC - 2A X 2" LONG BOLTS, NUTS, AND WASHERS (GALV.). PIPE STUB TO
BE ATTACHED AT PLACE OF FABRICATION.
CONSTRUCTION.
8)SHOP DRAWINGS OF BOX DESIGN MUST BE SUBMITTED AND APPROVED BEFORE
30" HDPE PIPE
2'-0"
3/8" ROLLED PIPE STUB
4Š"
3/8"PL
OVERHEAD CROSS SECTION
INSTALLATION IN FIELD.
NOTE: PROVIDE HOLES IN ROLLED PIPESTUB TO SECURE PIPE FOLLOWING
D E
L E
T
A B
IL
IZ
N S
T R
U C
T
IO
T R
A N
T A
IL
File details come from the government source that posted it.