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EXTEND TO FERTIG
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ENLARGEMENT AREA
DON'T
DIG
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1- 800 - 382 -5544
CALL TOLL FREE
60' BLDG. SETBACK
N
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OLD MERIDIAN STREET
R/W - CONSTRUCTION LIMITS RA R/W
NOTES.
1 . } ALL DISTURBED AREAS TO BE SEEDED AFTER FINISH GRADING,
UNLESS OTHERWISE NOTED SEEDING SHALL BE REQUIRED
BETWEEN THE PROPOSED SIDEWALK AND LANE WIDENING
2 ) PROVIDE POSITIVE DRAINAGE IN ALL AREAS, PAVING CONTRACTOR
SHALL TEST FOR ANY BIRD BATH CONDITIONS AFTER INSTALLATION
AND CORRECT
3.) PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING
FEATURES AS NECESSARY
4) ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE
EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE
PROPERLY SEALED WITH A TACK COAT MATERIAL.
5.) THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE
WHILE EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB
AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM.
6.) THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE
WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND
EQUIPMENT VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS
AND /OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE.
7.) ALL NEW SEEDED AND /OR PLANTING AREAS SHALL HAVE A MINIMUM
OF 4" OF TOP SOIL. SOIL SHALL COMPLY AND MEET INDIANA STATE
HIGHWAY STANDARDS AND SPECIFICATIONS, LATEST EDITION. THE
EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL
INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEET
DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA.
8) ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE
DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL
CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS THESE AREAS SHALL
BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL
CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED
857
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LEGEND
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DON'T
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1- 800 - 382 -5544
CALL TOLL FREE
60' BLDG. SETBACK
N
O
O
OLD MERIDIAN STREET
R/W - CONSTRUCTION LIMITS RA R/W
NOTES.
1 . } ALL DISTURBED AREAS TO BE SEEDED AFTER FINISH GRADING,
UNLESS OTHERWISE NOTED SEEDING SHALL BE REQUIRED
BETWEEN THE PROPOSED SIDEWALK AND LANE WIDENING
2 ) PROVIDE POSITIVE DRAINAGE IN ALL AREAS, PAVING CONTRACTOR
SHALL TEST FOR ANY BIRD BATH CONDITIONS AFTER INSTALLATION
AND CORRECT
3.) PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING
FEATURES AS NECESSARY
4) ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE
EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE
PROPERLY SEALED WITH A TACK COAT MATERIAL.
5.) THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE
WHILE EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB
AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM.
6.) THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE
WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND
EQUIPMENT VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS
AND /OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE.
7.) ALL NEW SEEDED AND /OR PLANTING AREAS SHALL HAVE A MINIMUM
OF 4" OF TOP SOIL. SOIL SHALL COMPLY AND MEET INDIANA STATE
HIGHWAY STANDARDS AND SPECIFICATIONS, LATEST EDITION. THE
EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL
INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEET
DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA.
8) ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE
DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL
CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS THESE AREAS SHALL
BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL
CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED
857
M
- - --
- -858
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