Amendment1.pdf
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- FSR 1376 Chetco Paving and Deep Patch Repair
- Solicitation number
- 1204T019R0005
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1204T019R0005 x x
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 ACKNOWLEDGEMENT 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.
x
04T0
CORVALLIS OR 97331
3200 SW JEFFERSON WAY
SIUSLAW NATIONAL FOREST
USDA FOREST SERVICE
07/02/20190001
13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning
Offers 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
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
FACILITY CODE CODE
10B. DATED (SEE ITEM 13)
10A. MODIFICATION OF CONTRACT/ORDER NO.
9B. DATED (SEE ITEM 11)
9A. AMENDMENT OF SOLICITATION NO.
CODE
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)
7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY
PAGE OF PAGES
4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)
1. CONTRACT ID CODE
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
05/25/2019
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
E. IMPORTANT: Contractor is not, is required to sign this document and return __________________ copies to the issuing office.
ORDER NO. IN ITEM 10A.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
FSR 1376 Chetco paving and deep patch repair
Supplemental Specification 403 - Hot Asphalt Concrete Pavement is replaced with the attached.
Revised proposals are due 9 July 2019 by 1600 Pacific Time.
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)
15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED
(Signature of person authorized to sign) (Signature of Contracting Officer)
DARCY J. RAPOZA
STANDARD FORM 30 (REV. 10-83)
Prescribed by GSA
FAR (48 CFR) 53.243
NSN 7540-01-152-8070
Previous edition unusable
Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .
2 July 2019
403 - Hot Asphalt Concrete Pavement 403.06_nat_us_05_17_2005
403.06 Surface Preparation.
Add the following:
Prelevel dips, depressions, sags, excessive or nonexistent crown, or other surface irregularities with hot asphalt concrete according to Section 404. Spread and compact the hot asphalt concrete in layers parallel to the grade line not exceeding 2 inches in compacted depth.
403.16_nat_us_03_02_2005
403.16 Pavement Smoothness.
Delete the heading and replace with the following:
Pavement Smoothness and Surface Tolerance Add the following:
The maximum variation from the compacted width is 3 inches and the average width of 4 or measurements for any ½ mile of road segment is the specified width.
The maximum variation from the compacted specified thickness is ¼ inch and the average thickness of 4 measurements for any ½ mile of road segment is the specified thickness.
1204T019R0005 Amendment 1
SECTION B - SUPPLIES OR SERVICES AND PRICES/COSTS
SCHEDULE OF ITEMS
PART I - SCHEDULE OF ITEMS
SECTION B – SERVICES AND PRICES
FSR 1376 CHETCO PAVING AND DEEP PATCH REPAIR
Gold Beach Ranger District Rogue River – Siskiyou National Forest
Curry County, Oregon
B- 1 - SCHEDULE OF ITEMS
BASE ITEMS
ITEM NO. DESCRIPTION
PAY
UNIT
EST.
QUANT. UNIT PRICE TOTAL PRICE
15101 Mobilization Lump
Sum All n/a $________
15201 Construction Survey Staking
Lump Sum All n/a $________
15713 Soil erosion and pollution control
Lump Sum All n/a $________
20105 Clearing and Grubbing
Lump Sum All n/a $________
20304 Removal of asphalt concrete, disposal method (a)
Lump Sum All n/a $________
20401 Roadway excavation
*Cubic Yard 1078 $________ $________
26201 Earthwork geogrid, category 4
*Square Yard 597 $________ $________
30306 Road reconditioning, ditch
Mile 0.26
30801
Roadway aggregate (commercial source)
*Cubic Yard 714
40301A Hot Asphalt Concrete Pavement
(HMAC)
Ton 11440
40301B
Leveling Course, Hot Asphalt Concrete Pavement
(HMAC)
Ton 300
41301 Asphalt pavement milling, 2-inch depth
Square Yard 747
60201
24-inch aluminized steel, type 2 corrugated steel pipe, 14 Gauge
Linear Foot 40
60601B HDPE Spillway Assembly, 24-inch Each 1
60604 Pipe Anchor Assembly Each 2
63401 Pavement Markings, Type B, Solid White
Linear Foot 164736
63501 Temporary traffic control
Lump Sum All n/a $________
TOTAL BASE
ITEMS
1204T019R0005
Option Item
1-MP 2.66
ITEM
NO. DESCRIPTION
PAY
UNIT
EST.
QUANT. UNIT PRICE
TOTAL
PRICE
15101 Mobilization Lump Sum All n/a $
15201 Construction Survey Staking
Lump Sum All n/a $
15713 Soil erosion and pollution control
Lump Sum All n/a $
20105 Clearing and Grubbing
Lump Sum All n/a $
20304 Removal of asphalt concrete, disposal method (a)
Lump Sum All n/a $ 20401 Roadway excavation *Cubic Yard 478 $ $
20404 Unclassified Borrow, Pit Run 6" Minus Commercial Source
Cubic Yard 96
25501 Mechanically
Stabilized Wall Square
Foot 500 $ $ 30306 Road reconditioning, ditch Mile 0.04 $ $ 30801 Roadway aggregate
(commercial source) *Cubic Yard 76 $ $
40301A Hot Asphalt Concrete Pavement
(HMAC)
Ton 55
63501 Temporary traffic control
Lump Sum All n/a $
Total Option 1 Items $____________
Option Item 2 MP 3.03
NO. DESCRIPTION PAY UNIT EST. QUANT.
UNIT
PRICE
TOTAL
PRICE
15101 Mobilization Lump Sum All n/a $
15201 Construction Survey Staking Lump Sum All n/a $
15713 Soil erosion and pollution control Lump Sum All n/a $
20105 Clearing and Grubbing Lump Sum All n/a $
20304 Removal of asphalt concrete, disposal method (a) Lump Sum All n/a $
20401 Roadway excavation *Cubic Yard 871 $ $
20404 Unclassified Borrow, Pit Run 6" Minus Commercial Source Cubic Yard 174 $ $
26201 Earthwork geogrid, category 4 *Square Yard 1220 $ $
30306 Road reconditioning, ditch Mile 0.06 $ $
30801 Roadway aggregate (commercial source) *Cubic Yard 151 $ $
40301A Hot Asphalt Concrete Pavement (HMAC) Ton 156 $ $
63501 Temporary traffic control Lump Sum All n/a $
Total Option 2 Items $__________
Option Item 3 MP 3.42
NO. DESCRIPTION PAY UNIT EST. QUANT.
UNIT
PRICE
TOTAL
PRICE
15101 Mobilization Lump Sum All n/a $ 15201 Construction Survey Staking Lump Sum All n/a $ 15713 Soil erosion and pollution control Lump Sum All n/a $
20105 Clearing and Grubbing Lump Sum All n/a $
20304 Removal of asphalt concrete, disposal method (a) Lump Sum All n/a $
20401 Roadway excavation *Cubic Yard 477 $
20404 Unclassified Borrow, Pit Run 6" Minus Commercial Source Cubic Yard 95 $
25501 Mechanically Stabilized Wall Square Foot 300 $
30306 Road reconditioning, ditch Mile 0.04 $
30801 Roadway aggregate (commercial source) *Cubic Yard 113 $
40301A Hot Asphalt Concrete Pavement (HMAC) Ton 83 $
60201 24-inch aluminized steel, type 2 corrugated steel pipe, 14 Gauge Linear Foot 44 $
60601A Spillway Assembly, 24-inch Each 1 $
60602 Downdrain assembly, 24-inch corrugated aluminized steel Linear Foot 30 $
60604 Pipe Anchor Assembly Each 5 $
Total Option 3 Items $__________
Option Item 4 MP 3.94
NO. DESCRIPTION
PAY UNIT
* Contract Quantity
ESTIMATE
QUANTITIES
UNIT
PRICE TOTALS
15101 Mobilization Lump Sum All n/a $ 15201 Construction Survey Staking Lump Sum All n/a $ 15713 Soil erosion and pollution control Lump Sum All n/a $
20105 Clearing and Grubbing Lump Sum All n/a $
20304 Removal of asphalt concrete, disposal method (a) Lump Sum All n/a $
20401 Roadway excavation *Cubic Yard 445 $ $ 20404 Unclassified Borrow, Pit Run 6" Minus
Commercial Source Cubic Yard 89 $ $ 26201 Earthwork geogrid, category 4 *Square Yard 704 $ $ 30306 Road reconditioning, ditch Mile 0.04 $ $ 30801 Roadway aggregate (commercial source) *Cubic Yard 78 $ $ 40301A Hot Asphalt Concrete Pavement
(HMAC) Ton 78 $ $
Total Option 4 Items $___________
Option Item 5 MP 4.24
NO. DESCRIPTION
PAY UNIT
* Contract Quantity
ESTIMATE
QUANTITIES
UNIT
PRICE TOTALS
15101 Mobilization Lump Sum All n/a $ 15201 Construction Survey Staking Lump Sum All n/a $ 15713 Soil erosion and pollution control Lump Sum
All n/a $
20105 Clearing and Grubbing Lump Sum All n/a $
20304 Removal of asphalt concrete, disposal method (a) Lump Sum All n/a $
20401 Roadway excavation *Cubic Yard 355 $ $ 20404 Unclassified Borrow, Pit Run 6" Minus
Commercial Source Cubic Yard 71 $ $ 26201 Earthwork geogrid, category 4 *Square Yard 515 $ $ 30306 Road reconditioning, ditch Mile 0.05 $ $ 30801 Roadway aggregate (commercial source) *Cubic Yard 131 $ $ 40301A Hot Asphalt Concrete Pavement
(HMAC) Ton 134 $ $
Total Option 5 Items $___________
Option Item 6 MP 4.38
NO. DESCRIPTION
PAY UNIT
* Contract Quantity
ESTIMATE
QUANTITIES
UNIT
PRICE TOTALS
15101 Mobilization Lump Sum All n/a $ 15201 Construction Survey Staking Lump Sum All n/a $ 15713 Soil erosion and pollution control Lump Sum All n/a $
20105 Clearing and Grubbing Lump Sum All n/a $
20304 Removal of asphalt concrete, disposal method (a) Lump Sum All n/a $
20401 Roadway excavation *Cubic Yard 222 $ $ 20404 Unclassified Borrow, Pit Run 6" Minus
Commercial Source Cubic Yard 44 $ $ 25501 Mechanically Stabilized Wall, Hilfiker or
Equal Square Foot 304 $ $ 30306 Road reconditioning, ditch Mile 0.03 $ $ 30801 Roadway aggregate (commercial source) *Cubic Yard 37 $ $ 40301A Hot Asphalt Concrete Pavement
(HMAC) Ton 24 $ $ 60201 24-inch aluminized steel, type 2 corrugated steel pipe, 14 Gauge Linear Foot 40 $ $ 60601A Spillway Assembly, 24-inch Each 1 $ $
60602 Downdrain assembly, 24-inch corrugated aluminized steel Linear Foot 10 $ $
60604 Pipe Anchor Assembly Each 3 $ $
Total Option 6 Items $___________
Option Item 7 MP 7.28
NO. DESCRIPTION
PAY UNIT
* Contract Quantity
ESTIMATE
QUANTITIES
UNIT
PRICE TOTALS
15101 Mobilization Lump Sum All n/a $ 15201 Construction Survey Staking Lump Sum All n/a $ 15713 Soil erosion and pollution control Lump Sum All n/a $
20105 Clearing and Grubbing Lump Sum All n/a $
20304 Removal of asphalt concrete, disposal method (a) Lump Sum All n/a $
20401 Roadway excavation *Cubic Yard 210 $ $ 20404 Unclassified Borrow, Pit Run 6" Minus
Commercial Source Cubic Yard 42 $ $ 26201 Earthwork geogrid, category 4 *Square Yard 172 $ $ 30306 Road reconditioning, ditch Mile 0.03 $ $ 30801 Roadway aggregate (commercial source) *Cubic Yard 47 $ $ 40301A Hot Asphalt Concrete Pavement
(HMAC) Ton 43 $ $ 63501 Temporary traffic control Lump Sum All $ $
Total Option 7 Items $___________
Total All Item (Base plus Options) $ ___________
*DENOTES CONTRACT QUANTITY
B-2 - NOTE:
Payment will be made on actual work performed as described in FP-03 109.01. All units (other than lump sum) are measured as Actual Quantity unless denoted by an asterisk (*). If denoted by an asterisk, the quantity is measured as a Contract Quantity in accordance with FP-03.
OPTION ITEMS: Offerors must provide pricing for all items (all Base Items and all Option Items). See “OPTION FOR INCREASED QUANTITY-SEPARATELY PRICED LINE ITEMS” in Section I, and “EVALUATION OF OPTIONS” in Section M.
If the government elects to exercise any Option Item it will be for the total quantity of all payment items within any one Option Item.
Exercise of Option Items may be made by the government at any time up to 90 days following base contract award.
Facsimile offers are accepted; see Section L-3, however, Facsimile Bid Guarantee IS NOT acceptable.
Payment for bond premiums in accordance with Clause 52.232-5, Payments under Fixed-Price Construction Contracts, shall not be in addition to the contract price. Include bond payments under Mobilization.
DUNS Number________________________
EMAIL ______________________________
| Revised FSSS 403.pdf |
| 403 - Hot Asphalt Concrete Pavement |
| 403.06 Surface Preparation. |
| 403.16 Pavement Smoothness. |
| ScheduleofItems.pdf |
| SECTION B - SUPPLIES OR SERVICES AND PRICES/COSTS |
| SCHEDULE OF ITEMS |
| PART I - SCHEDULE OF ITEMS |
| SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK |
| SECTION D - PACKAGING AND MARKING |
| E-1 CLAUSES INCORPORATED BY REFERENCE (FAR 52.252-2)(FEB 1998) |
| SECTION F - DELIVERIES OR PERFORMANCE |
| F-1 CLAUSES INCORPORATED BY REFERENCE (FAR 52.252-2)(FEB 1998) |
| F-2 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (52.211-10)(APR 1984) |
| SECTION G - CONTRACT ADMINISTRATION DATA |
| I-3 SERVICE CONTRACT REPORTING REQUIREMENTS (FAR 52.204-14)(OCT 2016) |
| I-4 INCORPORATION BY REFERENCE OF REPRESENTATIONS AND CERTIFICATIONS (FAR 52.204-19) (DEC 2014) |
| I-7 POST-AWARD SMALL BUSINESS PROGRAM REREPRESENTATION |
| (FAR 52.219-28)(JUL 2013) |
| I-8 MINIMUM WAGES UNDER EXECUTIVE ORDER 13658 (FAR 52.222-55)(DEC 2015) |
| I-9 AFFIRMATIVE PROCUREMENT OF BIOBASED PRODUCTS UNDER SERVICE AND CONSTRUCTION CONTRACTS (52.223-2 )(SEP 2013) |
| I-10 BUY AMERICAN ACT - CONSTRUCTION MATERIALS (FAR 52.225-9)(MAY 2014) |
| I-11 BID GUARANTEE (52.228-1)(SEP 1996) |
| K-1 ANNUAL REPRESENTATIONS AND CERTIFICATIONS (FAR 52.204-8) |
| (OCT 2018) |
| K-2 (COMMERCIAL AND GOVERNMENT ENTITY CODE REPORTING |
| (FAR 52.204-16)(JUL 2016) |
| K-3 PREDECESSOR OF OFFEROR (FAR 52.204-20)(JUL 2016) |
| K-4 CERTIFICATION REGARDING RESPONSIBILITY MATTERS (FAR 52.209-5) |
| (APR 2010) |
| (End of provision) |
| K-6 REPRESENTATION BY CORPORATIONS REGARDING DELINQUENT TAX LIABILITY OR A FELONY CONVICTION UNDER ANY FEDERAL LAW (FAR 52.209-11)(FEB 2016) |
| K-7 COMPLIANCE WITH VETERANS' EMPLOYMENT REPORTING REQUIREMENTS (FAR 52.222-38) (FEB 2016) |
| K-8 BIOBASED PRODUCT CERTIFICATION (FAR 52.223-1)(MAY 2012) |
| K-9 SIZE STANDARD AND NAICS CODE INFORMATION (AGAR 452.219-70 )(JAN 2005) |
| L-3 FACSIMILE PROPOSALS (FAR 52.215-5 )(OCT 1997) |
| L-4 TYPE OF CONTRACT (FAR 52.216-1)(APR 1984) |
| L-5 CONSTRUCTION WAGE RATE REQUIREMENTS--SECONDARY SITE OF THE WORK (FAR 52.222-5 )(MAY 2014) |
| L-6 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FAR 52.222-23) |
| (FEB 1999) |
| L-7 NOTICE OF BUY AMERICAN ACT REQUIREMENT - CONSTRUCTION MATERIALS (FAR 52.225-10) (MAY 2014) |
| L-8 SERVICE OF PROTEST (FAR 52.233-2)(SEP 2006) |
| L-9 SITE VISIT (CONSTRUCTION) (FAR 52.236-27)(FEB 1995) |
| FSSS Chetco Paving_revised.pdf |
| Table of Contents |
| Preface |
| 101 - Terms, Format, and Definitions |
| 101.01 Meaning of Terms |
| 101.03 Abbreviations. |
| 101.04 Definitions. |
| 102 - Bid, Award, and Execution of Contract |
| 103 - Scope of Work |
| Deletions |
| 104 - Control of Work |
| Deletions |
| 104.06 Use of Roads by Contractor |
| 104.07 Other Contracts. |
| 105 - Control of Material |
| 105.02 Material Sources. |
| 105.02(a) Government-provided sources. |
| 105.02(b) Contractor-located sources. |
| 105.05 Use of Material Found in the Work. |
| 106 - Acceptance of Work |
| 106.01 Conformity with Contract Requirements. |
| 106.07 Delete |
| 107 - Legal Relations and Responsibility To the Public |
| 107.02 Protection and Restoration of Property and Landscape. |
| 107.05 Responsibility for Damage Claims. |
| 107.06 Contractor’s Responsibility for Work. |
| 107.09 Legal Relationship of the Parties. |
| 107.10 Environmental Protection. |
| 108 - Prosecution and Progress |
| 108 Delete. |
| 109 - Measurement and Payment |
| 109 Deletions |
| 109.02 Measurement Terms and Definitions. |
| 152 - Construction Survey and Staking |
| 152.02 General. |
| Table 152-1 Tolerances for reestablishing P-line, traverse, and elevations. |
| Table 152-2 Cross section and slope stake tolerances. |
| 153 - Contractor Quality Control |
| 153.04 Records. |
| 154 - Contractor Sampling and Testing |
| 154.01 Description |
| 155 - Schedules for Construction Contracts |
| 155 Delete. |
| 156 - Public Traffic |
| 157 - Soil Erosion Control |
| 157.03 General |
| 171 - Weed and Disease Prevention |
| 201 - Clearing and Grubbing |
| 201.01 Description |
| 201.02 Material: |
| 201.03 General. |
| 201.04 Clearing. |
| 201.06 Disposal |
| 203 - Removal of Structures and Obstructions |
| 203.01 Description. |
| 203.04 Removing Material. |
| 203.05 Disposing of Material. |
| 204 - Excavation and Embankment |
| 209 - Structure Excavation and Backfill |
| 209.10 Backfill. |
| Delete the text of this section and substitute the following: |
| 209.11 Compacting. |
| Table 209-1 Sampling and Testing Requirements |
| 262 - Reinforced Soil Embankment |
| Table 262-1 Sampling and Testing Requirements |
| 303 - Road Reconditioning |
| 303.01 Work. |
| 303.06 Aggregate Surface Reconditioning. |
| 303.06 Asphalt and Aggregate Surface Reconditioning. |
| 303.07 Roadway Reconditioning. |
| 303.10 Measurement |
| 403 - Hot Asphalt Concrete Pavement |
| 403.06 Surface Preparation. |
| 403.16 Pavement Smoothness. |
| Table 403-1—Acceptance Sampling and Testing Requirements. |
| 412 - Asphalt Tack Coat |
| 602 - Culverts and Drains |
| 602.03 General. Delete this section and replace with the following: |
| 602.08 Acceptance. Add the following: |
| 625 - Turf Establishment |
| 625.03 General. |
| 625.04 Preparing Seedbed. |
| 625.05 Watering. |
| 625.07 Seeding. (a) Dry method. |
| 625.09 Protecting and Caring for Seeded Areas |
| 625.11 Measurement. |
| 633 - Permanent Traffic Control |
| 633.02 Material. |
| 633.03 General. |
| 633.05 Panels. |
| 634 - Permanent Pavement Marking |
| 634.03 General. |
| 635 - Temporary Traffic Control |
| 635.03 General. |
| 703 - Aggregate |
| 703.05 Subbase, Base, Surface Course, and Screened Aggregate. |
| 703.10(e) Flakiness Index. |
| 703.10(i) Adherent Coating. |
| Table 703-2 Correction |
| Table 703-3. Gradation TV ranges for surface courses. |
| Table 703-3. Gradation ranges for Size Ratio surface courses. |
| Add Table 703-16: |
| 705 - Rock |
| 705.02 Riprap Rock. |
| 705.07 Streambed Simulation Rock. |
| 705.08 Channel Rock. |
| 713 - Roadside Improvement Material |
| 713.05 Mulch. |
| 714 - Geotextile and Geocomposite Drain Material |
| Tables 714-1 and 714-4. |
| 714.03 Geogrids. |
| Table 714-7—Physical strength requirements for geogrids. |
| 718 - Traffic Signing and Marking Material |
| 718.02 Reserved. |
| 718.02 Protective Overlay Film and Edge Film. |
| 718.05 Aluminum Panels |
| 718.08 (b)(2)(c)Signpost - Square tubular steel posts |
| 718.14 (g)Waterborne Traffic Paint - Daylight reflectance |
| 718.15 (a)Epoxy Markings Pigments |
| 718.15 (g)Epoxy Marking - Drying Time |
| Section 720. — STRUCTURAL WALL AND STABILIZED EMBANKMENT MATERIAL |
| 720.01 Mechanically-Stabilized Earth Wall Material. |
| drawings.pdf |
| Sheets and Views |
| ChetcoPave_4_17_19-Cover Sheet |
| PLOT |
| ChetcoPave_4_17_19-Loc Map |
| PLOT |
| ChetcoPave_4_17_19-Site Plans |
| PLOT |
| ChetcoPave_4_17_19-Site Plans (2) |
| PLOT |
| ChetcoPave_4_17_19-Estimate Qts |
| PLOT |
| ChetcoPave_4_17_19-Worklist sht1 |
| PLOT |
| ChetcoPave_4_17_19-Worklist sht2 |
| PLOT |
| ChetcoPave_4_17_19-Worklist sht3 |
| PLOT |
| ChetcoPave_4_17_19-Typ Paving |
| PLOT |
| ChetcoPave_4_17_19-Typ Intersect & TO |
| PLOT |
| ChetcoPave_4_17_19-Typ Method Details |
| PLOT |
| ChetcoPave_4_17_19-Sediment Ctrl |
| PLOT |
| ChetcoPave_4_17_19-Culvert Bands |
| PLOT |
| ChetcoPave_4_17_19-Culvert Install |
| PLOT |
| ChetcoPave_4_17_19-Culvert Catch Basin |
| PLOT |
| ChetcoPave_4_17_19-Culvert Down Drain |
| PLOT |
| ChetcoPave_4_17_19-Temp Traffic Ctrl |
| PLOT |
| ChetcoPave_4_17_19-Temp Traffic Ctrl Post |
| PLOT |
| ChetcoPave_4_17_19-Temp Traffic Ctrl Plan |
| PLOT |
| r6_fs_6300_53-FireProtectionSupressionTankTruck.pdf |
| Additional Fire Precautionary Measure 1 - Tank Truck |
| r6_fs_6300_54-FireProtectionSupressionCommunications.pdf |
| Additional Fire Precautionary Measure 2 - Communications |
| 2019-07-02T16:04:57-0700 | |
| DARCY RAPOZA |
File details come from the government source that posted it.