Meyer, Meyer, LaCroix & Hixson

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2 NORTH BOLTON AVENUE (LA. HIGHWAY 1) NORTH BOUND LANE NOTICE! 1. NEITHER THE ENGINEER NOR THE OWNER WARRANTS OR GUARANTEES THE PLANS TO BE COMPLETE OR ACCURATE WITH RESPECT TO THE LOCATION OR EXISTENCE OF UNDERGROUND FACILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND STRUCTURES AND UTILITIES, WHICH MAY INTERFERE WITH THE INSTALLATION OF THE WATER MAINS AND APPURTENANCES PRIOR TO INSTALLATION OF THE WORK. THE CONTRACTOR SHALL NOTIFY THE OWNERS OF EXISTING UTILITIES IN ADVANCE OF CONSTRUCTION IN THEIR VICINITY AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS WORK. 2. ALL PIPING SHALL BE CEMENT LINED DUCTILE IRON, PRESSURE CLASS 250 EXCEPT AS NOTED. 3. FITTINGS USED FOR INSTALLATION OF WATER MAINS 6 AND LARGER SHALL BE SHORT BODY DUCTILE IRON FITTINGS. FITTINGS 4 AND SMALLER SHALL BE OF THE SAME MATERIAL AS THE PIPE. 4. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL LAY OUT THE WORK. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING WATER MAINS FOR CONNECTION WITH THE NEW WORK. 6. UNLESS SPECIFICALLY OTHERWISE REQUIRED, MINIMUM COVER OVER WATER MAINS AND OTHER INCIDENTAL PIPING SHALL BE ALL REQUIRED VALVE SUPPORTS AND JOINT RESTRAINTS SHALL BE INSTALLED BY THE CONTRACTOR AND VERIFIED BY THE PROJECT INSPECTOR PRIOR TO BACKFILLING. 8. THE CONTRACTOR SHALL MAINTAIN DRAINAGE THROUGH ALL NATURAL DRAINAGE COURSES, DRAINAGE STRUCTURES, CULVERTS AND DITCHES AFFECTED BY THE INSTALLATION OF THE WORK. THE CONTRACTOR SHALL RESTORE ALL SUCH DRAINAGE STRUCTURES TO THEIR ORIGINAL CONDITION. 9. THE CONTRACTOR SHALL MAINTAIN TEMPORARY FENCE OPENINGS WHEN THE INSTALLATION OF THE WORK REQUIRES FENCING REMOVAL. FENCES DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED TO THE CONDITION EXISTING PRIOR TO CONSTRUCTION IMMEDIATELY AFTER COMPLETING THE WORK FOR WHICH THE FENCE WAS DISTURBED. 10. THE CONTRACTOR SHALL RESTORE TO THEIR ORIGINAL CONDITION ANY SIGNS, CULVERS, MAILBOXES, AND FENCES DISTURBED BY CONSTRUCTION. 11. THE CONTRACTOR SHALL CONSTRUCT THE PROPOSED GROUND STORAGE TANK PRIOR TO DEMOLISHING THE EXISTING TANK. THE CONTRACTOR SHALL LIMIT THE AMOUNT OF DOWN TIME DURING THE DEMOLITION OF THE EXISTING TANK AND PLACING THE NEW TANK IN SERVICE TO THE EXTENT POSSIBLE, BUT THIS TIME SHALL NOT EXCEED 30 CALENDAR DAYS. ALL WATER OUTAGES SHALL BE COORDINATED WITH THE OWNER. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER AT LEAST 72 HOURS IN ADVANCE OF ANY PLANNED OUTAGES. 12. ALL AREAS DISTURBED BY CONSTRUCTION INCLUDING CONSTRUCTION STAGING AREAS SHALL BE SEEDED AND FERTILIZED IN ACCORDANCE WITH SPECIFICATION SECTION NO DIRECT PAYMENT WILL BE MADE FOR THIS WORK, INCLUDE ALL COSTS IN ASSOCIATED PAY ITEMS. 13. AT THE COMPLETION OF WORK ON THE SITE, THE CONTRACTOR SHALL PROVIDE 40 TONS OF NO. 610 CRUSHED LIMESTONE AND RE-GRADE THE ACCESS ROAD. 14. SELECT FILL MATERIAL SHALL BE A-2-4 OR BETTER COMPACTED TO 95% STANDARD PROCTOR. 1. CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL DEMOLISHED ITEMS. 2. CONTRACTOR SHALL DEMOLISH AND REMOVE TANK FOUNDATION DOWN TO NATURAL GROUND. 3. EXISTING PIPING TO BE ABANDONED SHALL BE CAPPED AND ABANDONED IN PLACE.

3 NORTH BOLTON AVENUE (LA. HIGHWAY 1) NOTICE! 3 C2

4 NOTICE!

5 NOTICE!

6 NOTICE!

7 NOTICE! 5 C6

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9 NOTE: NOTICE! NOTE:

10 1 90 DEGREE HORIZONTAL BENDS 3 45, 22 1/2 & 11 1/4 DEGREE VERTICAL BENDS 4 TEE'S NOTICE! 2 45, 22 1/2 & 11 1/4 DEGREE HORIZONTAL BENDS 5 6 DEAD END'S REDUCER'S