Corrected Sheet 3 USDA Forest Service Boykin Springs Parking Lot and Roadway Improvements Plans 8-27-21.pdf

CONSTRUCT/ON NOTES:

THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, AND EQUIPMENT TO DEMOLISH THE

EXISTING PARKING LOT AND CONSTRUCT THE NEW PARKING LOT COMPLETE WITH DRAINAGE

STRUCTURES AS SHOWN. THE CONTRACTOR SHALL IMPLEMENT STORM WATER EROSION CONTROL

AS SHOWN ON THESE CONTRACT ORA WINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL SEED

AND FERTILIZE ALL DISTURBED AREAS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCT/ON STAKING. ALL OTHER

SURVEYING NECESSARY FOR THE COMPLETION OF THIS PROJECT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE PROJECT SHALL BE STAKED FROM CONTROL POINTS ESTABLISHED BY

THE GOVERNMENT. THE CONTRACTOR SHALL PROTECT ALL CONTROL POINTS AND BENCH MARKS

AND SHALL RE -ESTABLISH ANY POINT OR MARK THAT IS DAMAGED OR DESTROYED BY THE

ACTIONS OF THE CONTRACTOR. NO SEPARATE PAYMENT WILL BE MADE FOR CONSTRUCT/ON

STAKING.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS TESTING REQUIRED HEREIN. NO SEPARATE PAYMENT WILL BE MADE FOR MATERIALS TESTING. SHOULD ANY REQUIRED TEST FAIL

TO MEET ALL CONTRACT REQUIREMENTS, THE CONTRACTOR SHALL BE REQUIRED TO PAY FOR

RE -TESTING.

GENERAL NOTES:

1. THE SPECIF/CA T/ONS THAT APPLY FOR THIS PROJECT ARE:

A. STANDARD SPECIFICATIONS FOR CONSTRUCT/ON OF ROADS AND BRIDGES ON FEDERAL

HIGHWAY PROJECTS FP-14 AND FP-14 FOREST SERVICE SUPPLEMENTAL

SPECIFICATIONS (FSSS).

B. TEXAS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR

CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS AND BRIDGES 2004 EDITION

AND SUPPLEMENTS THERETO, HEREINAFTER REFERRED AS TxDOT SPECS.

2. CONSTRUCTION WARNING SIGNS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR

PRIOR TO BEGINNING CONSTRUCT/ON IN ACCORDANCE WITH PART 6 OF THE "MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES FOR STREET & HIGHWAY': PUBLISHED BY THE U.S.

DEPARTMENT OF TRANSPORTA T/ON, FEDERAL HIGHWAY ADMINISTRATION. BOYKIN SPRINGS WILL BE OPEN DURING CONSTRUCTION. RD. 313 SHALL BE PASSABLE AT ALL TIMES, EXCEPT TO ALLOW FOR CULVERT REPLACEMENTS AND PULLING CATTLEGUARDS. BOYKINS SPRINGS PARKING LOT SHALL BE

CLOSED DURING CONSTRUCTION.

3. LIMIT USE OF PREMISES TO AREAS WITHIN THE CONTRACT LIMITS IND/CA TED. DO NOT DISTURB

PORTIONS OF PROJECT SITE BEYOND AREAS IN WHICH THE WORK IS IND/CA TED. PROTECT

EXISTING IMPROVEMENTS & VEGETA T/ON THAT IS TO REMAIN DURING CONSTRUCT/ON.

4. EXISTING UTILITIES: THE EXISTENCE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES AND CONSTRUCT/ON IND/CA TED AS EXISTING ARE NOT GUARANTEED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE CORRESPONDING UTILITY COMPANIES FOR LOCATING

ALL EXISTING UNDERGROUND UTILITIES PRIOR TO THE CONSTRUCT/ON.

5. CONTRACTOR SHALL REMOVE EXISTING ASPHALT & CONCRETE CURB MATERIAL FROM THE

FOREST SERVICE PROPERTY AND RECYCLE. SURPLUS EXCAVATED MATERIAL MAY BE SCATTERED

OR STOCKPILED AS PER FOREST SERVICE REPRESENTATIVE DIRECTION.

6. CONTRACTORS SHALL SUBMIT ANY SHOP DRAWINGS REQUIRED HEREIN FOR REVIEW INCLUDING PLANS, ELEVATIONS, SECTIONS, DETAILS OF INSTALLATION, AND ATTACHMENTS TO OTHER WORK.

ASPHALT CONCRETE & PAVEMENT NOTES:

1. ROADWAY VARIES, ACTUAL WIDTHS ARE SHOWN ON THE DRAWINGS.

2. ALL CONCRETE FOR ROAD, DRIVEWAYS, PARKING LOTS, AND DUMPSTER CONCRETE PAD SHALL BE TxDOT CLASS P CONCRETE AND SHALL HAVE A MINIMUM AVERAGE COMPRESS/VE STRENGTH

OF 4,400 PSI AT 28 DAYS.

3. CONCRETE FOR PRECAST CONCRETE C-CHANNEL CULVERT SHALL HAVE A MINIMUM AVERAGE

COMPRESS/VE STRENGTH OF 5,000 PSI AT 28 DAYS.

4. CONCRETE FOR SIDEWALKS, CURB, AND ANCHORS SHALL BE CLASS A CONCRETE AND SHALL

HAVE A MINIMUM AVERAGE COMPRESS/VE STRENGTH OF 3,600 PSI AT 28 DAYS EXCEPT WHERE

IT'S SHOWN ON THE DRAWING.

5. ALL REINFORCING STEEL FOR CONCRETE PAVEMENT SHALL BE GRADE #60 DEFORMED STEEL

BARS CONFORMING TO ASTM A-615 (GRADE 60) OR ASTM A-996 (GRADE 60).

6. ALL CURING MATERIAL SHALL BE TYPE 2 MEMBRANE CURING COMPOUND. ALL EPOXY SHALL

BE TYPE Ill EPOXY.

7. ALL JOINT SEALANTS AND FILLERS SHALL BE CLASS 5 AND CLASS 8 JOINT SEALANT

MATERIALS AND FILLERS UNLESS OTHERWISE SHOWN ON THE PLANS OR APPROVED BY

ENGINEERS.

8. CRUSHED LIMESTONE BASE SHALL MEET CURRENT TEXAS DEPARTMENT OF TRANSPORTATION

TYPE A, GRADE 1 AND SHALL BE PLACED AS PER REQUIREMENTS OF TxDOT SPECIF/CAT/ON

ITEM 247, COMPACTED TO AT LEAST 100% OF THE MAXIMUM DENSITY, AS DETERMINED BY

Tex-113-E.

9. CERT/FICA T/ON OF LIMESTONE QUALITY SHALL BE FURNISHED BY THE SUPPLIER PRIOR TO

PLACEMENT OF LIMESTONE.

10. THE CONTRACTOR SHALL PROOF ROLL CRUSHED AGGREGATE SURFACE PRIOR TO PLACEMENT

OF CONCRETE.

EROSION CONTROL NOTES:

1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO BEGINNING

EARTH DISTURBING ACTIVITIES.

2. SILT FENCE SHALL BE INSTALLED BEFORE CONSTRUCT/ON BEGINS. SILT FENCE SHALL BE

INSPECTED WEEKLY AND IMMEDIATELY AFTER STORM EVENTS TO ENSURE IT IS INTACT AND

NO GAPS OR TEARS. REPLACE THE SILT FENCE WHERE IT IS WORN, TORN, OR OTHERWISE

DAMAGED. REMOVE SEDIMENT WHEN IT REACHES ONE -THIRD OF THE HEIGHT OF THE FENCE.

SILT FENCE SHALL BE LEFT IN PLACE UNTIL THE UPSTREAM AREA IS PERMANENTLY

STABILIZED.

3. INSTALL ROCK CONSTRUCT/ON ENTRANCE. CONSTRUCT/ON ENTRANCE SHALL BE INSPECTED

WEEKLY AND AFTER STORM EVENTS OR HEAVY USE ROCK ENTRANCE SHALL BE MAINTAINED

IN A CONDITION THAT WILL PREVENT SEDIMENT TRACKING OFF -SITE. REPLENISH OR REPLACE

AGGREGATE IF IT BECOMES CLOGGED WITH SEDIMENT. THE ROCK CONSTRUCT/ON ENTRANCE

SHALL BE LEFT IN PLACE UNTIL THE CONCRETE PAVEMENT IS INSTALLED AT THE SITE.

4. TO CONTROL SOIL EROSION DURING CONSTRUCT/ON. ALL DISTURBED AREAS SHALL BE

CLEANED, GRADED, AND STABILIZED. ADDITIONAL EROSION CONTROL MEASURES MAY BE

REQUIRED DURING CONSTRUCT/ON IN ORDER TO CONTROL EROSION AND/OR OFFS/TE

SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCT/ON

IS COMPLETED AND THE SITE IS STABILIZED.

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PROJECT NO:

DESIGN BY: K. Greene

DRAWN BY: K. Greene

CHECKED BY: S. Lewis

Sheet Title

LOCATION AND

VICINITY MAPS

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