Am_0006.pdf

SECTION 00010

00010-3 thru 6. Delete these pages in their entirety and replace with the revised attached pages 00010-3 thru 6.

SECTION 01100

1. Page 5, subparagraph 3. (g) item (8). Delete item (8) in its entirety.

2. Page 12, subparagraph 9. (f). Delete subparagraph (f) in its entirety.

3. Page 12, subparagraph 9. (g). Delete this subparagraph in its entirety and replace with the following therefore:

“(g) Flag person/s shall be on duty at the Contractor-furnished borrow site where access leads to a public street or highway and from both access roads from La.

Highway 45 to levee site. The Contractor shall submit to the Contracting Officer’s Representative an Access Route Plan including signage to be posted along highways and location of flagmen.”

4. Page 15, paragraph 13. Delete this paragraph in its entirety and replace with the following therefore:

“13. PHASE CONSTRUCTION

The Contractor shall complete all levee embankment work including fertilizing and seeding between centerline levee stations 148+14 and 149+14 no later than 6 months after notice to proceed. Six months after Notice to Proceed, the Contractor shall relinquish has rights-of-way into the area, except for the required 25 foot wide access easement corridor. The Contractor will be permitted to work other areas of the levee alignment or job site concurrently.”

SECTION 01 57 23.00 12

1. Page 6, subparagraph 3.2 (a). Delete this subparagraph in its entirety and replace

“(a) Job description. The project consists of enlarging the existing Louisiana Highway 45 levee by placement of embankment between centerline levee station 0+00 (baseline station 426+32) and centerline levee station 149+14 (baseline station 576+00). Prior to levee enlargement, the work will also consist of clearing approximately 2.7 miles of flood side and protected side embankment. Material for this enlargement will be obtained from Contractor-furnished borrow pit located outside of the project site, requiring hauling.”

2. Page 6, subparagraph 3.2 (c). Delete this subparagraph in its entirety and replace

“(c) Disturbed area. The total project area is 245 acres, 57 acres of which is expected to undergo earthwork.”

3. Page 6, subparagraph 3.2 (e). Delete this subparagraph in its entirety and replace

“(e) Location. This project is located in Jefferson Parish, Louisiana, at latitude 29º50'00" and longitude 90º07'01".”

4. Page 6, subparagraph 3.2 (g). Delete this subparagraph in its entirety and replace

“(g) The Contractor shall construct and determine the location of a retaining pond within the Contractor-furnished borrow site. A retaining pond consisting of hay bales shall be placed to act as a catch basin to trap sediments, prior to pumped water from borrow entering the adjacent canal and wetlands. When the pit needs dewatering, it should be pumped into this retaining pond.”

SECTION 01 57 23.01 12

Page 2, paragraph 3.1. Delete this paragraph in its entirety and replace with the

“3.1 Truck Wash-Down Rack

The Contractor shall submit plans to the Contracting Officer for approval, and provide hard-surfaced truck wash-down racks to be located at all points of egress being used from the construction site onto Louisiana Highway 45 during hauling and construction operations to eliminate mud and debris transported onto public roads.

The Contractor shall also submit plans to the Contracting Officer for approval, and provide a hard-surfaced truck wash-down rack at the borrow site. All trucks and/or equipment utilized for hauling shall be pressure washed on the wash-down racks prior to departing the construction and borrow sites. The truck wash-down racks shall be sized and located within the rights-of-way for the access road per the Contractor's proposed equipment and construction site layout.

1. The hard surfaced truck wash-down racks shall consist of a Contractor designed steel grated structure, wooden timber crane mats, or an equivalent method.

2. Surfacing meeting the requirements of Section 32 15 00.00 12 SURFACING (GRANULAR) shall be located between the truck wash-down racks located at the construction site and Louisiana Highway 45.

3. All truck wash-down rack waste water and sediment shall be intercepted before draining offsite. The water shall be returned to the drainage ditch paralleling the eastern edge of the access road right-of-way and the sediment removed and disposed of on the protected side berm of the levee.

4. Additionally, the Contractor shall station a mechanical street sweeper with operator on site and shall immediately clean Louisiana Highway 90 and Louisiana Highway 45 of any debris falling off the washed trucks. The mechanical street sweeper shall be onsite at all times to clean the streets. Failure of the Contractor to comply with these requirements shall result in the Contractor stopping all hauling operations until the streets are cleaned of debris.

5. Upon completion of the hauling operation, the Contractor shall remove the truck wash-down racks and all appurtenances from the construction site and borrow site.

6. The area where the truck wash-down rack was located shall be restored to the condition or better than prior to construction activities. All aggregate placed between the wash-down rack and the roadway shall remain at the construction site, but shall be removed at the borrow site.”

SECTION 31 11 00.00 12

1. Page 3, paragraph 3.2.2. Delete this paragraph in its entirety.

2. Page 4, paragraph 3.3.3. Delete this paragraph in its entirety.

SECTION 31 23 00.00 12

Delete this section in its entirety and replace with the revised attached section therefore.

SECTION 31 24 00.00 12

1. Page 5, paragraph 1.3.3. Delete this paragraph in its entirety.

2. Page 5, paragraph 1.3.4. Delete the title of the paragraph in its entirety and replace with “WWL Ramp Crossing”

3. Page 5, paragraph 1.4.4. Delete this paragraph in its entirety.

4. Page 11, paragraph 1.8.1. Delete this paragraph in its entirety and replace with the

“1.8.1 General

The embankment shall be constructed of earth obtained from the Contractor-furnished borrow source.”

5. Page 14, paragraph 3.5.1. Delete this paragraph in its entirety.

6. Page 14, paragraph 3.5.3. Delete this paragraph in its entirety and replace with the

“3.5.3 Maintenance Access Roads

The Contractor shall routinely maintain the existing haul road access to the levee by grading or adding additional surfacing material as specified in Section 32 15 00.00 12.”

SECTION 32 15 00.00 12

1. Page 2, paragraph 1.1. Delete this paragraph in its entirety and replace with the

“1.1 SCOPE

The work covered by this section consists of furnishing all plant, labor and materials and performing all work necessary for maintenance access roads and WWL ramp crossing with crushed stone.”

2. Page 3, paragraph 1.3.2. Delete this paragraph in its entirety and replace with the

“1.3.2 WWL Ramp Crossing

No separate measurement will be made for the WWL ramp crossing.”

3. Page 3, paragraph 1.4.2. Delete this paragraph in its entirety and replace with the

“1.4.2 WWL Ramp Crossing

Payment for surfacing material required for the WWL ramp crossing will be included in the contract lump sum price for “WWL Ramp Crossing.”

4. Page 5, paragraph 3.1. Delete this paragraph in its entirety and replace with the

“3.1 BASE PREPARATION

Base preparation for WWL ramp crossing shall be as specified in Section 31 24

00.00 12 EMBANKMENT. Completion of base preparation shall be approved as directed by the Contracting Officer’s Representative prior to placement of embankment.”

5. Page 5, paragraph 3.2. Delete this paragraph in its entirety and replace with the

“3.2 COMPACTION

No surfacing shall be placed or compacted on a muddy or rutted subgrade. Surface must be allowed to thoroughly dry prior to compacting effort. The surfacing material shall be compacted to provide a smooth, uniform, closely-knit riding surface free from ridges and depressions. Compaction shall be performed by making two or more passes with a rubber-tired roller.”

DRAWINGS

1. Dwg. C-1 thru C-4; C-31; C-34; and C-46. Delete these drawings in their entirety and replace with the revised attached Dwg. C-1 thru C-4; C-31; C-34; and C-46.

2. Dwg. C-47. Delete Dwg C-47 in their entirety.

00010-3 Ed 09-004

SECTION 00010 – TASK ORDER BIDDING SCHEDULE

Westwego to Harvey Canal, Louisiana, Hurricane Protection Levee, WBV-14f.2, Louisiana Highway 45 Levee, Phase 2, First Lift, Jefferson Parish, Louisiana

Item

DESCRIPTION

Estimated Quantity

Unit

Unit Price

Estimated Amount

0001 Mobilization and Demobilization 1 LS

0002** Timber Mat Bridge 1 EA

0003** Truck Wash-Down Rack 3 EA

0004 Geotextile Separator 295 SY

0005 Clearing and Grubbing 1 LS

0006** NOT USED -- --

0007 Embankment, Compacted Fill 94,000 CY

0008** NOT USED -- --

0009 WWL Ramp Crossing 1 LS

0010 Maintenance Access Roads

0010AA First 400 CY 400 CY

0010AB All Over 400 CY 100 CY

0011 Seeding and Mulching 53 AC

0012 Lime Soil Amendment (Optional) 53 TON

0013 Sulfur Soil Amendment (Optional) 26 TON

0014 Fertilizer

0014AA First 3,180 LBS 3,180 LBS

0014AB All Over 3,180 LBS 2,120 LBS

Option A (Area 1)

0015 Floodwall Demolition 1 LS

0016 Embankment, Compacted Fill 8,900 CY

0017 Seeding and Mulching 2 AC

00010-4 Ed 09-004

0018 Lime Soil Amendment (Optional) 2 TON

0019 Sulfur Soil Amendment (Optional) 1 TON

0020 Fertilizer

0020AA First 120 LBS 120 LBS

0020AB All Over 120 LBS 80 LBS

Option B (Area 2)

0021 Floodwall Demolition 1 LS

0022 Embankment, Compacted Fill 7,360 CY

0023 Seeding and Mulching 2 AC

0024 Lime Soil Amendment (Optional) 2 TON

0025 Sulfur Soil Amendment (Optional) 1 TON

0026 Fertilizer

0026AA First 120 LBS 120 LBS

0026AB All Over 80 LBS 80 LBS

TOTAL: $

Award will be made as a whole to one bidder.

NOTE 1: Bidders shall furnish unit prices for each item listed in the Schedule requiring a unit price. If the bidder fails to insert a unit price in the appropriate blank for required item(s), but does furnish an extended total, or an estimated amount for such item(s), the Government shall deem the unit price to be the quotient obtained by dividing the extended amount for that line item by the quantity. IF A BIDDER OMITS BOTH THE UNIT PRICE AND THE EXTENDED TOTAL OR ESTIMATED AMOUNT FOR ANY ITEM, ITS BID SHALL

BE DECLARED NON-RESPONSIVE AND THEREFORE INELIGIBLE FOR AWARD.

NOTE 2: Any bid may be rejected if the Contracting Officer determines in writing that it is unreasonable as to price. Unreasonableness of price includes not only total price of bid, but the price for individual line items as well. Any bid may be rejected if the prices for any line items or sub line items are materially unbalanced (See

FAR 14.404-2).

NOTE 3: THE NOTICE TO PROCEED (NTP): The successful bidder is advised that performance and payment bonds shall be submitted in accordance with the time frame in block 12B of SF 1442. The NTP will be issued immediately after verification of acceptable performance and payment bonds. Within seven (7) days after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the Area or Resident Engineer or his authorized representative. Physical work cannot start until the Accident Prevention Program, Contractor Quality Control Plan, and other submittals which may be required, have been submitted and approved and all preliminary meetings called for under the contract, have been conducted.

NOTE 4: OPTIONAL ITEMS. The Government may require the delivery of the numbered line item(s), identified in the schedule as optional items, in the quantities and prices stated in the schedule. The Contracting Officer may exercise the options by written notice to the Contractor. Bidders shall bid on all items

00010-5 Ed 09-004 including optional items (see “Evaluation of Options” FAR 52.217-5). Failure to bid on all items will result in a non-responsive bid.

NOTE 5: EVALUATION OF OPTIONS (FAR 52.217-5 JUL 1990). The Government will evaluate offers for award purposes by adding the total price for all options to the total price for this basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).

** Denotes change from previous bidding schedule.

00010-6 Ed 09-004

EVALUATION OF SUBDIVIDED ITEMS. (EFARS 52.211-5000 - MAR 95).

Item Nos. 0010, 0014, 0020, and 0026 are subdivided into two or more estimated quantities and are to be separately priced. The Government will evaluate each of these items on the basis of total price of its sub-items.

(End of Clause)

VARIATIONS IN ESTIMATED QUANTITIES - SUBDIVIDED ITEMS. (EFARS

52.211-5001 - MAR 95).

The Variations in Estimated Quantities Subdivided Items clause is applicable only in Item Nos. 0010, 0014, 0020, and 0026.

a. Variations from the estimated quantity in the actual work performed under any second or subsequent sub-item or elimination of all work under such a second or subsequent sub-item will not be the basis for an adjustment in contract unit price.

b. Where the actual quantity of work performed for Item Nos. 0010, 0014, 0020, and 0026 is less than 85% of the quantity of the first sub-item listed under such items, the Contractor will be paid at the contract unit price for that sub-item for the actual quantity of work performed and, in addition, an equitable adjustment in contract price shall be made in accordance with the clause FAR 52.211-18, Variation in Estimated Quantity .

c. If the quantity of work performed under Item Nos. 0010, 0014, 0020, and 0026 exceeds 115% or is less than 85% of the total estimated quantity of the sub-items under that item, and/or if the quantity of work performed under the second sub-item or any subsequent sub-item under Item Nos. NONE exceeds 115% or is less than 85% of the estimated quantity of any such sub-item, and if such variation causes an increase or a decrease in the time required for performance of this contract, the contract completion time will be adjusted in accordance with the clause FAR 52.211-18, Variation in Estimated Quantity.

(End of Clause)

SECTION TABLE OF CONTENTS

DIVISION 31 - EARTHWORK

SECTION 31 23 00.00 12

EXCAVATION

PART 1 GENERAL

1.1 SCOPE

1.2 MEASUREMENT

1.2.1 Excavation

1.3 PAYMENT

1.3.1 Excavation

1.4 QUALITY CONTROL

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 REQUIREMENTS FOR CONTRACTOR FURNISHED BORROW SOURCE OR GOVERNMENT

LISTED, CONTRACTOR FURNISHED BORROW SOURCE

3.1.1 General

3.1.2 Time Extensions

3.1.3 Approval

3.1.4 Submittal Package Requirements

3.1.5 Submittal Package Requirements in Detail

3.1.5.1 Right of Entry

3.1.5.2 Maps

3.1.5.3 Wetland Determination

3.1.5.4 Coastal Zone Management (CZM)

3.6.5.5 Threatened & Endangered Species (T&E)

3.1.5.5 Cultural Resource Report

3.1.5.6 Environmental Site Assessment

3.1.5.7 Soil Boring Analysis

3.1.5.8 Borrow Area Agronomy Report

3.1.5.9 Borrow Area Management Plan

3.1.5.10 Mitigation Requirements

3.1.5.11 Zoning Classification

3.1.5.12 Enviromental Protection Plan

3.1.5.13 Government Performed Environmental Assessment

3.2 HAULING

3.3 GRADE TOLERANCES

3.3.1 Excavation

-- End of Section Table of Contents --

SECTION 31 23 00.00 12 Page 1 ED 09-004

SECTION 31 23 00.00 12

EXCAVATION

PART 1 GENERAL

1.1 SCOPE

The work covered by this section consists of furnishing all plant, labor, equipment, and materials, and performing all operations necessary for stockpiling materials and for excavation in borrow areas, and all other excavation incidental to the construction of embankments as specified herein or as shown on the drawings.

1.2 MEASUREMENT

1.2.1 Excavation

No separate measurement will be made for excavation required by this section.

1.3 PAYMENT

1.3.1 Excavation

No separate measurement or payment will be made for excavation required by this section, payment shall be included in the contract prices for the items of which the work is incidental.

1.4 QUALITY CONTROL

The Contractor shall establish and maintain quality control for excavation operations to assure compliance with contract requirements, and maintain records of its quality control for all construction operations including but not limited to the following:

(1) Disposition of Materials. Testing Program, Location of tested materials (station), Applicable Compaction Curves.

(2) Ditches. Locations grade and cross-section.

(3) Traverses. Locations and dimensions.

PART 2 PRODUCTS

Not Used.

SECTION 31 23 00.00 12 Page 2 ED 09-004

PART 3 EXECUTION

3.1 REQUIREMENTS FOR CONTRACTOR FURNISHED BORROW SOURCE OR GOVERNMENT

LISTED, CONTRACTOR FURNISHED BORROW SOURCE

3.1.1 General

The Contractor, at its option, may use a Government Listed Contractor furnished borrow source in Section 01100, paragraph "Clay Sources" or the Contractor may identify an independent borrow source other than those indicated provided that the Contracting Officer approves its location and dimensions. The Government Listed Contractor furnished borrow sources listed in Section 01100 General Provision entitled "Clay Sources" are privately owned facilities and have been environmentally cleared and require compliance with the "Submittal Package Requirements", which the same procedure for a new proposed Contractor furnished borrow source.

The Government has reviewed the soil boring logs provided by the land owner and they comply with the same standards used to analyze a Government furnished borrow source. Borings reveal the soils contained within the designated pit area are capable of meeting the soil criteria requirements set in 31 24 00.00 12.

The Contractor shall submit a written statement to the Government within fifteen (15) days after contract award indicating if he/she will provided a Contractor furnished borrow source or a borrow area from the Government Listed Contractor furnished borrow source. The statement shall include a site plan, a location description and vicinity map. All costs associated with the use of either Contractor furnished borrow sources shall be borne by the Contractor. The Contractor is responsible for ensuring that any Contractor-Furnished borrow area submitted- whether it be from the "Clay Sources" list or is a new proposed site- has all applicable environmental documentation acquired, current, and up-to-date, as described in paragraph "Submittal Package Requirements in Detail." The Contractor shall submit the information described in "Submittal Package Requirements in Detail" to the Contracting Officer for review and approval. The Contractor shall also comply with the requirements of the Section 01100 GENERAL PROVISIONS, provision "RIGHTS-OF-WAY," subparagraph b.

3.1.2 Time Extensions

No time extension to the contract completion date will be granted to the Contractor for delays incurred due to obtaining Contractor furnished borrow areas. The Contractor shall be solely responsible for any and all damages, claims for damages, and liability of any nature whatsoever arising from or growing out of the use of borrow areas other than those furnished by the Government.

3.1.3 Approval

Approval of the location and dimensions of the Contractor furnished borrow area shall neither relieve the Contractor from its obligation to furnish satisfactory material to the project nor commit the Government to the acceptance of the responsibility for the character, quantity, or availability of material in Contractor furnished borrow areas.

SECTION 31 23 00.00 12 Page 3 ED 09-004

3.1.4 Submittal Package Requirements

The Contractor in a single, complete package shall submit the following information. All documentation presented for the proposed borrow source shall be current. Note that submittal of incomplete, out of date or insufficient documentation may result in the Contractor being denied the use of the proposed or listed borrow source. The Contractor furnished borrow shall allow a minimum of thirty (30) days, after the receipt of the package, for the Government's review, processing, and approval. The Contractor shall allow ten (10) days for Contractor furnished borrow utilizing a clay source listed in Section 01100, paragraph "Clay Sources".

The Contractor shall allow a minimum of one hundred twenty (120) days after the receipt of the package for the Government's review, processing, and approval of a new proposed borrow source that hasn't been previously investigated.

(1) Right of entry

(2) Maps as follows:

(a) Location and direction map.

(b) Topographic map(s) with scale of 1:24,000.

(c) Layout map with dimensions and property boundary defined by x-y coordinate system.

(d) Soil boring location map.

(3) Wetlands jurisdictional determination from the USACE.

(4) Coastal zone management (CZM) and Coastal Use Permit (CUP).

(5) Threatened & endangered species (T&E) concurrence from the U.S.

Fish and Wildlife Service (Not required for Contractor furnished borrow utilizing a clay sources listed in Section 01100, paragraph "Clay Sources")

(6) Phase I Cultural resources survey.

(7) Phase I Environmental site assessment.(Not required for Contractor furnished borrow utilizing a clay sources listed in Section 01100, paragraph "Clay Sources")

(8) Soil boring analysis.

(9) Borrow Area Agronomy Report

(10) Borrow Area Management Plan

(11)Mitigation protection requirements, and proof of mitigation, when applicable

(12)Zoning classification

(13)Environmental protection plan

(14)Louisiana Department of Transportation and Development (LADOTD), permits or letter of approval.

SECTION 31 23 00.00 12 Page 4 ED 09-004

3.1.5 Submittal Package Requirements in Detail

3.1.5.1 Right of Entry

A right of entry form signed by the landowner/s that covers the contract duration shall be included in the package. If the proposed clay source point-of-contact (POC) is not the landowner, then the Contractor furnished package should include a document signed by the landowner/s stating that the POC is acting as an agent on behalf of the landowner/s and has the right to represent the landowner/s in all Contractor furnished matters. In the event the POC is unable to obtain the signature of each landowner, then the POC must submit a letter stating the name, address, and phone number of each missing landowner and that the POC has the authority to represent them in all Contractor furnished matters.

3.1.5.2 Maps

The following maps shall be provided:

(1) A map of the general area giving detailed instructions on how to get to the Contractor furnished borrow source from the nearest major highway.

(2) A topographic map(s) (quadrangle) with a scale of 1:24,000 with the location of the borrow area superimposed. The map should allow for zooming in and out to depict the nearest city or town.

(3) A layout map of the borrow area showing the dimensions of the borrow area, locations of soil borings, and x-y coordinate points to reference property boundaries. The map shall show the location and dimensions of any haul road that exists or is to be constructed to help the Contractor in its hauling operation. The map indicate dewatering plan.

3.1.5.3 Wetland Determination

Package must include USACE Jurisdictional Wetland Determination (JD) letter and map. The Contractor shall avoid jurisdictional wetlands with an adequate buffer. The Corps is currently avoiding impacts to jurisdictional wetlands, and as such Contractors are advised that sites with jurisdictional wetlands present that would be impacted by the Contractor's borrow actions are to be avoided. If Contractors plan includes impacts to JD sites due to an unrelated construction activity, a USACE Section 10 and/or Section 404 permit will be required. A JD is valid, and considered current for five (5) years from the date of issuance.

3.1.5.4 Coastal Zone Management (CZM)

Package must include a Coastal Use Permit (CUP) application, and a Letter of No Objection (LNO) or CUP from the Louisiana Department of Natural Resources for pits in Louisiana, or respective state agency for other states. A CUP application, and CUP or LNO from the local agency must be provided when the state decides that it is a matter of local concern. CUPs are valid, and considered current usually for two (2) years from the date of issuance.

SECTION 31 23 00.00 12 Page 5 ED 09-004

3.6.5.5 Threatened & Endangered Species (T&E)

Package must include a consultant's report and a concurrence letter of "No Effect on T&E Species" from the U.S. Fish & Wildlife Service. The consultant's report must include a map of the studied area with the study area boundary defined by x-y coordinate system. T&E concurrence is valid, and considered current for one (1) year from the date of issuance.

3.1.5.5 Cultural Resource Report

Package must include seven (7) bound copies of a Phase I Cultural Resource Survey prepared by a professional cultural resource management (CRM) company that has staff who meet the Secretary of the Interior's Professional Qualifications Standards (http://www.nps.gov/history/local-law/arch stnds 9.htm). The report must include a map of the studied area with the study area boundary defined by x-y coordinate system.

3.1.5.6 Environmental Site Assessment

Package must include an Environmental Site Assessment (ESA) that shows a low risk of encountering Recognized Environmental Conditions (REC). The ESA must conform to ASTM 11527-05 or ASTM E 2247-08 (if applicable) standards.

The ESA must include a map of the studied area with the study area boundary defined by x-y coordinate system. An ESA is valid, and considered current for six (6) months from the date of the report.

(1) Soil Boring Analysis

A Geotechnical Report stamped and signed by a licensed civil engineer with a specialization in geotechnical engineering certifying that the proposed source contains suitable material meeting the specifications outlined below.

The Geotechnical Report must consist of a summary and conclusion section in the main body of the report with and supporting data attached separately.

The licensed engineer shall determine the sub-surface investigations required. These investigations should include but are not limited to continuous soil borings and test pits. Cone Penetrometer tests may also be included to supplement the physical samples and lab testing provided.

Investigations shall be spaced according to the geotechnical engineer's sub-surface evaluation and be representative of the entire proposed source.

The licensed engineer's test plan must provide a comprehensive sampling to at least five (5) feet below the bottom of the proposed excavation.

All soil samples must be classified in accordance with the Unified Soil Classification system. See below for required soil testing. The supporting data attached to the geotechnical report shall be comprehensive and include as a minimum all field logs, soil sampling and testing results, and a detailed investigation location map with the location of the potential borrow source and all investigation locations superimposed. The soil investigation locations must include x-y coordinate system for plotting purposes.

(2) Laboratory Tests

The following laboratory tests must be performed:

(1) Soil classification shall be performed in accordance with the

SECTION 31 23 00.00 12 Page 6 ED 09-004

Unified Soil Classification System and ASTM D 2457

(2) Atterberg Limits Test shall be performed in accordance with ASTM D 4318.

(3) Determination of moisture content shall be performed in accordance with ASTM D 2216 or ASTM D 4643

(4) Determination of organic content shall be performed in accordance with ASTM D 2974, Method C

(5) Control compaction curves shall be established in accordance with ASTM D 698 (Standard Proctor Compaction Tests). A control compaction curve is required for each soil type from each source. Where material is blended and stockpiled, a control compaction curves will be required for each resulting blend of material and will be utilized in lieu of those required for the "unblended materials".

(6) Sand Content shall be determined by -200 wash in accordance with

ASTM D 1`140.

(3) Test Procedures for Borings

The testing procedure for borings is as follows:

(1) A moisture content determination shall be made and recorded on all samples classified as (CH) (CL) and (ML) at no less than 2-foot intervals.

(2) For (CH) (CL) and (ML) soils, Atterberg limits and organic content testing (ASTM D 2974, Method C), is required every 5-feet (minimum).

(3) Samples with moisture contents at 70% or higher or having a Liquid Limit of 70 or higher must be tested for organic content for that sample as well as for a sample 2-feet above and 2-feet below that sample.

(4) Sand content tests will be required for samples that classify as CL (with a PI greater than 10) and for all clay samples (CH and CL) with greater than 10% coarse grain materials estimated by visual classification for 2 or more consecutive feet.

(5) Sand content tests shall be limited to on test every 5-feet of sampling and shall conform to ASTM D 1140-00 (#200 sieve required).

(6) Sand content tests will be required for samples that classify as a ML, but limited to one test every 5-feet of sampling.

If a borrow site is within 1,500 feet of the Mississippi River Levee (MRL) or within 300-feet of a Hurricane Protection Levee (HPL), a permit from the local sponsor must be included. For additional information regarding this permit, please contact Amy Powell at Amy.E.Powell@usace.army.mil, or (504) 862-2241 or Karen Oberlies at Karen.L.Oberlies@usace.army.mil or (504) 862-2313.

(4) Borrow Area Plan

The Contractor shall provide the Contracting Officer a plan for clearing, stripping, and excavating materials from the proposed Contractor furnished

SECTION 31 23 00.00 12 Page 7 ED 09-004 borrow source. In its plan, the Contractor shall show processing areas and sequence of excavation. The Contractor shall conduct all work effort within the property boundaries.

(1) A Stockpile plan depict debris areas.

(2) If the Contractor encounters any waste material, he shall only be allowed to move it within the assigned pit limits.

(3) Location of haul roads constructed within the pit limits or access to public roadways. Map indicating route from pit to work site.

(5) Mitigation Requirements

Package must include a written plan and map that describes and shows any areas subject to laws or regulations (Clean Water Act Section 404, Rivers and Harbors Act Section 10, National Historical Preservation Act. Section 906 of WRDA 1986, HTRW, etc.) that hold jurisdiction within the proposed borrow area. Borrow areas is defined to include access routes, loading and unloading facilities, staging areas, etc. Plan and maps must clearly show areas/resources being avoided, areas where any impacts were minimized, and areas where it has been determined that impacts are unavoidable. Resources include but are not limited to areas of cultural interest, upland forested areas, wetlands subject Section 404 of the Clean Water Act, and Threatened and Endangered species including any habitat deemed critical by the U.S.

fish and Wildlife Service, and areas found to be hazardous, toxic, or to contain radioactive waste. The U.S, Army Corps of Engineers, New Orleans District (CEMVN) Environmental Team Coordinator will determine the consequence of a proposed action on any resources identified on the property in question. Plan and maps will be reviewed as outlined in GOVERNMENT PERFORMED ENVIRONMENTAL ASSESSMENT below, including any mitigation deemed necessary. For mitigation related to unavoidable impacts to wetlands or forested areas written proof shall constitute a letter from a mitigation bank showing compensatory mitigation has been completed as "in-kind" work in the hydraulic basin.

Contractor furnished borrow utilizing one of the clay sources listed in Section 01100, paragraph "Clay Sources" shall provide written proof of that the required mitigation necessary has been accomplished. Notice to Proceed will not be granted until this proof is provided to the Contracting Officer. Written proof shall constitute a letter from a mitigation bank showing compensatory mitigation has been completed as "in-kind" in the hydraulic basin.

(6) Zoning Classification

Written evidence that the property intended for use as a Contractor furnished borrow area contains the proper zoning classification that will allow the Contractor to excavate the property and use it as a borrow area.

This evidence shall consist of a letter from the local land zoning office stating the zoning classification of the proposed Contractor furnished borrow area.

(7) Environmental Protection Plan

A proposal for implementing Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION of this contract insofar as that section applies to borrow areas.

(8) Government Performed Environmental Assessment

SECTION 31 23 00.00 12 Page 8 ED 09-004

The Government is required to perform an environment assessment on all new proposed borrow areas without regard to the source. For Greater New Orleans Hurricane & Storm Damage Risk Reduction (SEDERS) work, the environmental assessment is provided in an Individual Environmental Report (IER).

Production and approval of an IER requires a minimum of one hundred twenty

(120) days for processing, review, and approval time by the Government once all materials required from the Contractor have been provided. Before the Government will commence the environmental assessment of a proposed Contractor furnished borrow site, the Contractor must submit all of the above items as a single package. The reviewing CEMNVN staff reserves the right to disapprove the use of potential Contractor furnished borrow sources located in jurisdictional wetlands, and those sites that have significant outstanding cultural resource of hazardous wasted concerns or other avoidable impacts. The Government shall bee reimbursed by the Contractor for actual costs incurred for assistance in completing or attempting to complete additional environmental coordination and documentation. The Government performed environmental assessment is not required for Contractor furnished borrow utilizing one of the clay sources listed in Section 01100, paragraph "Clay Sources".

3.1.5.7 Soil Boring Analysis

A Geotechnical Report stamped and signed by a licensed civil engineer with a specialization in geotechnical engineering certifying that the proposed source contains suitable material meeting the specifications outlined below.

The Geotechnical Report must consist of a summary and conclusion section in the main body of the report with and supporting data attached separately.

The licensed engineer shall determine the sub-surface investigations required. These investigations should include but are not limited to continuous soil borings and test pits. Cone Penetrometer tests may also be included to supplement the physical samples and lab testing provided.

Investigations shall be spaced according to the geotechnical engineer's sub-surface evaluation and be representative of the entire proposed source.

The licensed engineer's test plan must provide a comprehensive sampling to at least five (5) feet below the bottom of the proposed excavation.

All soil samples must be classified in accordance with the Unified Soil Classification system. See below for required soil testing. The supporting data attached to the geotechnical report shall be comprehensive and include as a minimum all field logs, soil sampling and testing results, and a detailed investigation location map with the location of the potential borrow source and all investigation locations superimposed. The soil investigation locations must include x-y coordinate system for plotting purposes.

(1) Laboratory Tests

The following laboratory tests must be performed:

(1) Soil classification shall be performed in accordance with the Unified Soil Classification System and ASTM D 2457

(2) Atterberg Limits Test shall be performed in accordance with ASTM D 4318.

(3) Determination of moisture content shall be performed in accordance

SECTION 31 23 00.00 12 Page 9 ED 09-004 with ASTM D 2216 or ASTM D 4643

(4) Determination of organic content shall be performed in accordance with ASTM D 2974, Method C

(5) Control compaction curves shall be established in accordance with ASTM D 698 (Standard Proctor Compaction Tests). A control compaction curve is required for each soil type from each source. Where material is blended and stockpiled, a control compaction curves will be required for each resulting blend of material and will be utilized in lieu of those required for the "unblended materials".

(6) Sand Content shall be determined by -200 wash in accordance with

ASTM D 1`140.

(2) Test Procedures for Borings

The testing procedure for borings is as follows:

(1) A moisture content determination shall be made and recorded on all samples classified as (CH) (CL) and (ML) at no less than 2-foot intervals.

(2) For (CH) (CL) and (ML) soils, Atterberg limits and organic content testing (ASTM D 2974, Method C), is required every 5-feet (minimum).

(3) Samples with moisture contents at 70% or higher or having a Liquid Limit of 70 or higher must be tested for organic content for that sample as well as for a sample 2-feet above and 2-feet below that sample.

(4) Sand content tests will be required for samples that classify as CL (with a PI greater than 10) and for all clay samples (CH and CL) with greater than 10% coarse grain materials estimated by visual classification for 2 or more consecutive feet.

(5) Sand content tests shall be limited to on test every 5-feet of sampling and shall conform to ASTM D 1140-00 (#200 sieve required).

(6) Sand content tests will be required for samples that classify as a ML, but limited to one test every 5-feet of sampling.

If a borrow site is within 1,500 feet of the Mississippi River Levee (MRL) or within 300-feet of a Hurricane Protection Levee (HPL), a permit from the local sponsor must be included. For additional information regarding this permit, please contact Amy Powell at Amy.E.Powell@usace.army.mil, or (504) 862-2241 or Karen Oberlies at Karen.L.Oberlies@usace.army.mil or (504) 862-2313.

3.1.5.8 Borrow Area Agronomy Report

Written results of tests performed by a certified public or private agronomist.

3.1.5.9 Borrow Area Management Plan

The Contractor shall provide the Contracting Officer a plan for clearing, stripping, and excavating materials from the proposed Contractor furnished borrow source. In its plan, the Contractor shall show processing areas and

SECTION 31 23 00.00 12 Page 10 ED 09-004 sequence of excavation. The Contractor shall conduct all work effort within the property boundaries.

(1) A Stockpile plan depict debris areas.

(2) If the Contractor encounters any waste material, he shall only be allowed to move it within the assigned pit limits.

(3) Location of haul roads constructed within the pit limits or access to public roadways. Map indicating route from pit to work site.

3.1.5.10 Mitigation Requirements

Package must include a written plan and map that describes and shows any areas subject to laws or regulations (Clean Water Act Section 404, Rivers and Harbors Act Section 10, National Historical Preservation Act. Section 906 of WRDA 1986, HTRW, etc.) that hold jurisdiction within the proposed borrow area. Borrow area is defined to include access routes, loading and unloading facilities, staging areas, etc. Plan and maps must clearly show areas/resources being avoided, areas where any impacts were minimized, and areas where it has been determined that impacts are unavoidable. Resources include but are not limited to areas of cultural interest, bottomland hardwood forest, upland forested areas, wetlands subject Section 404 of the Clean Water Act, Threatened and Endangered species including any habitat deemed critical by the U.S. fish and Wildlife Service, and areas found to be hazardous, toxic, or to contain radioactive waste. The U.S, Army Corps of Engineers, New Orleans District (CEMVN) Environmental Team Coordinator will determine the consequence of a proposed action on any resources identified on the property in question. Plan and maps will be reviewed as outlined in GOVERNMENT PERFORMED ENVIRONMENTAL ASSESSMENT below, including any mitigation deemed necessary. For mitigation related to unavoidable impacts to wetlands or forested areas written proof shall constitute a letter from a mitigation bank showing compensatory mitigation has been completed as "in-kind" work in the hydraulic basin.

Contractor furnished borrow utilizing one of the clay sources listed in Section 01100, paragraph "Clay Sources" or a new proposed Contractor furnished borrow area shall provide written proof of that the required mitigation necessary has been accomplished. Notice to Proceed will not be granted until this proof is provided to the Contracting Officer. Written proof shall constitute a letter from a mitigation bank showing compensatory mitigation has been completed as "in-kind" in the hydraulic basin.

3.1.5.11 Zoning Classification

Written evidence that the property intended for use as a Contractor furnished borrow area contains the proper zoning classification that will allow the Contractor to excavate the property and use it as a borrow area.

This evidence shall consist of a letter from the local land zoning office stating the zoning classification of the proposed Contractor furnished borrow area.

3.1.5.12 Enviromental Protection Plan

A proposal for implementing Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION of this contract insofar as that section applies to borrow areas.

SECTION 31 23 00.00 12 Page 11 ED 09-004

3.1.5.13 Government Performed Environmental Assessment

The Government is required to perform an environment assessment on all new proposed borrow areas without regard to the source. For Greater New Orleans Hurricane & Storm Damage Risk Reduction (HSDRR) work, the environmental assessment is provided in an Individual Environmental Report (IER).

Production and approval of an IER requires a minimum of one hundred twenty

(120) days for processing, review, and approval time by the Government once all materials required from the Contractor have been provided. Before the Government will commence the environmental assessment of a proposed Contractor furnished borrow site, the Contractor must submit all of the above items as a single package. The reviewing CEMNVN staff reserves the right to disapprove the use of potential Contractor furnished borrow sources located in jurisdictional wetlands, and those sites that have significant outstanding cultural resource or hazardous waste concerns or other avoidable impacts. The Government shall be reimbursed by the Contractor for actual costs incurred for assistance in completing or attempting to complete additional environmental coordination and documentation. The Government performed environmental assessment is not required for Contractor furnished borrow utilizing one of the clay sources listed in Section 01100, paragraph "Clay Sources".

3.2 HAULING

All excavated material to be hauled to the site from the borrow source, or to be removed from the site, including debris, shall be hauled in watertight trucks with secured binders on tailgates to the place of destination. The route for trucks carrying material to and from the job site, and to and from the borrow area shall avoid residential streets, and shall be approved by the Contracting Officer. If the Contractor decides to modify or construct any new roads, they must be submitted to and approved by the Contracting Officer. Trucks shall not spill or track mud on public roads. The Contractor shall take immediate action to clean up any material spilled on the roads without notification from the Contracting Officer.

Failure by the Contractor to satisfactorily clean public roads used for the hauling operation shall result in the suspension of hauling operations until such roads are cleaned to the satisfaction of the Contracting Officer.

3.3 GRADE TOLERANCES

3.3.1 Excavation

All excavation shall be cut to the grades and cross sections shown on the drawings. For excavation in the borrow area, a tolerance of 5/10 of a foot above or below the prescribed grade and cross section shown will be permitted.

-- End of Section --

SECTION 31 23 00.00 12 Page 12 ED 09-004

LOCATION OF WORK

A T

C H

A F

A L A

Y A

R

IV

E R

SCALE OF MILES

A R K A N S A S

SHREVEPORT

MONROE

O U

A C

H

IT

A

R

IV

E R

R

IV

E

R VICKSBURG

NATCHEZ

ALEXANDRIA

R E

D

R

IV

E R

LAKE CHARLES

MORGAN CITY

BATON ROUGEL O U I S I A N A

M I S S I S S I P P I

T E X A S

N

LAKE

PONTCHARTRAIN

LAKE

BORGNE

G U L F O F

M E X I C O

40 400 80 120 160 200

V IC IN IT Y M A P

N E W O R L E A N S

M

IS

S

IS

S

IP

P I

N

PROJECT

AREA

NEW ORLEANS DISTRICT

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

SHEET

IDENTIFICATION

D A

T E

A P

P R fi

US Army Corps of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

LAKE CATAOUATCHE

ST. CHARLES PARISH, LA.

JEFFERSON PARISH, LA.

B A

Y O

U S

E G

N E T T E

B A Y O

U B

A R

D E A U

X

MISSISSIPPI RIVER

MISSISSIPPI RIVER

ORLEANS PARISH, LA.

ST. CHARLES PARISH, LA.

JEFFERSON PARISH, LA.

HWY 90

HW

Y

MARRERO

WAGGAMAN

AVONDALE

WESTWEGO

ESTELLE

SCALE: 1’’ = 2000’

2000’ 4000’ 6000’ 8000’2000’

J E

F F

E R

S O

N P

A R

IS

H

W E

S T

W E

G O T

O H

A R

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A N

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N A

H U

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ST

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H T

G A

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B L

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LIMIT OF WORK

LIMIT OF WORK

STA. 0+00

STA. 149+14

LOCATION OF WORK

NEW ORLEANS DISTRICT

O

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IT

A

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IDENTIFICATION

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US Army Corps of Engineers

U .S

A

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SECTION LETTER

OR DETAIL NUMBER

IDENTIFICATION

DWG. NO. WHERE

SECTION OR DETAIL

TAKEN

DWG. NO. WHERE

SECTION OR DETAIL

DRAWN

SECTION LETTER

OR DETAIL NUMBER

IDENTIFICATION,

TAKEN AND DRAWN

ON SAME DWG.

A A

SECTION OR DETAIL SYMBOL

G E

N E

R A

L N

O T

E S

J E

F F

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S O

N P

A R

IS

H

L

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IS

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N A

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S T

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H U

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P R

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C T

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W A

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-P H

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F

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S T

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/L S

T A

A N

S I

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G A

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N C

D M

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W H

C -0

C

-0 C

.d g n

/0

/2

H -4

-4

/0

/2

BENCHMARK

BENCHMARK ELEVATION

NAVD 88

GEODETIC

POSITION

DESCRIPTION

1.62’

STATION IS A COE BRASS CAP 2 FEET NORTH OF

LEVEE MARKER W-380, 66FEET EAST OF HORIZONTAL

CONTROL AND 22 FEET WEST OF CENTERLINE LIMESTONE ROAD.

4.36’VLINE TBM 1

TBM EPOXIED ON CONCRETE FOOTING OF CONCRETE WALL,

LOCATED ON WEST SIDE OF HWY 45 AND NEAR EAST EDGE

OF WEST WALL, UNDER POWER LINE. SET AT GROUND LEVEL

AND PAINTED YELLOW AND STAMPED "V LINE T.B.M. 1".

1.27’TBM D

LAT. 29%%d49’20.70" N

LONG. 90%%d06’38.82"W

THE MONUMENT IS A BRASS CAP SET ON

58 " IRON ROD 41’ LONG AND 0.5’ BLEOW THE GROUND.

LAT. 29%%d48’24.8" N

LONG. 90%%d06’54.6"W

HANDHELD GPS

(SET FEB. 2007)

(SET FEB. 2007)

(SET SEPT. 2007)

GPS C

(NSRS)

LAT. 29°50’33.7" N

LONG. 90°07’20.0"W

PRIMARY

SECONDARY

SECONDARY

X = 3,664,786.099

Y = 490,316.101

X = 3,667,161.223

Y = 477,319.733

X = 3,668,491.051

Y = 482,980.941

GENERAL LEGEND

INDEX OF DRAWINGSNO.

COVER SHEET

C-1

C-2

C-6

C-30

C-0

BORING LOGS

TYPICAL SECTION AND DESIGN DETAILS

TYPICAL SECTION AND DESIGN DETAILS

PLAN AND PROFILE SHEET

CROSS SECTIONSC-8 TO C-29

C-35

C-45 BORING LEGEND

STAGE HYDROGRAPH

GENERAL NOTES

LOCATION, VICNITY AND INDEX MAP

C

BF = BOTTOM FACE

BL = BOTTOM LAYER

C = CENTER

CL = CLEAR COVER

CJ = CONSTRUCTION JOINT

C.I.

C.R.S.

O = DIAMETER

C/L OR L = CENTER LINE

EF = EACH FACE

NF = NEAR FACE

FF = FAR FACE

ES = EQUALLY SPACED

OPT.

EL.

MH = MANHOLE

O.C.

D.I. = DROP INLET

D.P.

G = GAS

D = DRAIN

F.H.

TF = TOP FACE

STA.

= STANDARD HOOK

W/L = WALL LINE

P = POWER

T = TELEPHONE

S = SEWER

W = WATER

S.C.O.

TEL.M.H. = TELEPHONE MANHOLE

W.M.

W.V.

= DRAIN PIPE

B/L

= CORROSION RESISTANT STEEL

= DRAIN VALVE MANHOLE

= ELEVATION

= FIRE HYDRANT

= OPTIONAL

= SEWER CLEANOUT

= STATION

= WATER METER

= WATER VALVE

= CAST IRON

TL = TOP LAYER

D/S = DOWN STREAM

U/S = UP STREAM

= BASELINE

= ON CENTER

P.C. = POINT OF CURVATURE

P.T. = POINT OF TANGENCY

H.S. = HIGH STRENGTHALT. SP.

= ALTERNATE SPACING

AZ

= AZIMUTH

SB/L = SUBBASELINE

TD = TRENCH DRAIN

LS

LP = LIGHT POLE

= LIGHT STANDARD

E = ELECTRICAL

STD. HK.

D.V. MH.

D.V. = DRAIN VALVE

CB = CATCH BASIN

TP = TEST PILE

U.O.N. = UNLESS OTHERWISE NOTED

GENERAL NOTES

1. AZIMUTHS SHOWN ARE MEASURED CLOCKWISE FROM THE NORTH.

2. ELEVATIONS ARE IN FEET AND REFER TO NORTH AMERICAN VERTICAL

DATUM 1988 (NAVD 88), (EPOCH2004.65).

3. DIMENSIONS AND/OR ELEVATIONS MARKED AS (+ - ) ARE

APPROXIMATE. CONTRACTOR SHALL VERIFY ACTUAL DIMENSIONS

IN THE FIELD.

4. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (N.T.S.) ARE NOT

SHOWN TO SCALE.

5. DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE

SCALED. N.T.S. IS SHOWN ONLY WHERE DRAWING IS OBVIOUSLY

OUT OF SCALE.

6. NORTH AMERICAN DATUM 1983 (NAD 83) USED FOR HORIZONTAL CONTROL.

7. FOR BORING LOGS, SEE DWG. C-36-45.

8. SETTLEMENT GAGES, IF UTILIZED, SHALL BE LOCATED ALONG THE LEVEE

CENTERLINE.

9. SEE DRAWING C-2 FOR BENCHMARK DESCRIPTIONS AND ELEVATIONS.

GPS-C IS THE PRIMARY BENCHMARK TO BE USED IN THIS CONTRACT.

10. SEE DRAWING C-6 FOR RAMP DETAILS.

11. CONSTRUCT TEMPORARY DETOUR ROADS AND/OR RAMPS AS REQUIRED

TO PROVIDE CONTINUOUS VEHICULAR ACCESS ALONG WWL ACCESS

ROAD FOR DURATION OF CONTRACT.

12. THE SURVEY PROVIDED WAS COMPLETED ON 27 SEPTEMBER 2007.

13. THE ACCESS EASEMENTS SHOWN SHALL BE IMPROVED AS NECESSARY FOR

GAINING INGRESS AND EGRESS TO THE SITE.

14. ENTERGY AND BELLSOUTH SHALL RELOCATE THEIR LINES VERTICALLY PRIOR

TO START OF LEVEE CONSTRUCTION TO ENSURE A 30’ MINIMUM VERTICAL

CLEARANCE ABOVE THE LEVEE CROWN.

15. BORROW MATERIAL SHALL BE OBTAINED FROM THE WESTBANK I BORROW

PIT SHOWN ON DRAWING C-47.

16. VEHICLE ACCESS AVAILABLE ONLY ON THE PROTECTED SIDE OF THE EXISTING

LEVEE.

H U

B Z

O N

E

J O

H A

N B

A R

R

IO

T

W R

IG

H

T

C-3 TO C-5

DEMOLITION PLAN @ CHEVRON PIPELINE CROSSING

C-31 EXISTING PROFILE @ CHEVRON PIPELINE CROSSING

C-32 T-WALL MONOLITH

C-33 DEMOLITION PLAN @ ENTERPRISE PIPELINE CROSSING

C-34 EXISTING PROFILE @ ENTERPRISE PIPELINE CROSSING

T-WALL MONOLITH

C-36 TO C-41 UNDISTURBED BORING LOGS

C-42 TO C-44

C-7

C-46

R E

V

IS

E D

I N

D E

X O

F D

R A

W

IN

G S

A

U G

T W

AERIAL PHOTOS FLOWN SEPT. 2005.

(B)

(A)

(3)

(2)

1. ALL AZIMUTHS ARE TURNED IN A CLOCKWISE

DIRECTION FROM 0%%d (DUE NORTH)

GENERAL NOTE:

2. LEVEE R/W IS EXISTING LEVEE RIGHT - OF - WAY.

LEGEND

(1)

(1)(B)

U-1

E-1

E-2

PL-1

DISPOSITION LEGEND

B/L STATIONDESCRIPTIONITEM PHONE…