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ASPHALT
LEGEND
EXISTING PROPOSED-
------- CONTOUR LINE 74,9
CONTOUR LINE (BY OTHERS) 849
5
SPOT ELEVATION 850.00 OR
" ��"
X '
E] STORM INLET ■
® STORM MANHOLE
® SANITARY MANHOLE
�EXJ STORM STRUCTURE NUMBER F1
E0 SANITARY STRUCTURE NUMBER 100
CONCRETE END SECTION W
BENCHMARK DATA
STA 38 BRASS DISC IN THE CENTERLINES OF 96th STREET AND COLLEGE AVENUE.
ELEVATION : 820.937
CP 96 P_K. NAIL SET AT THE SOUTHEAST CORNER OF 96th STREET AND KENWOOD.
ELEVATION : 836.27
WBM 1 CHISELED "X" ON THE NORTH BOLT FOR SIGNAL POLE AT THE SOUTHEAST
CORNER OF 96th STREET AND MERIDIAN STREET. ELEVATION : 836.41
WBM 2 RAILROAD SPIKE SET IN NORTH SIDE OF UTILITY POLE LOCATED AT THE
SOUTHWEST CORNER OF 96th STREET AND SPRING MILL ROAD_
ELEVATION : 827.54
WBM 3 RAILROAD SPIKE SET IN WEST SIDE OF UTILITY POLE (350 -165A) LOCATED
ON THE EAST SIDE OF SPRING MILL ROAD_ APPROXIMATELY 50' MORE OR LESS
SOUTH OF 103rd STREET. ELEVATION : 826.74
INDOT STANDARD INDOT DISC LOCATED ON THE NORTHEAST CORNER OF BRIDGE
THAT SPANS OVER 1 -465 ON SPRING MILL ROAD. NO STAMPING.
ELEVATION : 841.47
WBM 4 : SOUTHERN MOST BONNET BOLT ON FIRE HYDRANT. APPROXIMATELY 200'
MORE OR LESS EAST OF THE PILGRIM LUTHERAN CHURCH AND APPROXIMATELY
100' MORE OR LESS WEST OF THE WESTERN MOST EDGE OF U.S. 31
ELEVATION : 850.37
GENERAL NOTES
1.) PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR
SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION
AND CORRECT.
2.) PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING
FEATURES AS NECESSARY.
3.) ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE
EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE
PROPERLY SEALED WITH A TACK COAT MATERIAL.
4.) 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.
5•) 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_
6.) 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.
7•) ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE
DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL
CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED
OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER
THE CONSTRUCTION WORK IS COMPLETED.
8•) T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A
STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET. T_C. SHALL
INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET.
NORTH
0 50 100 150
GRAPHIC SCALE IN FEET
m'I
Duke
REALM CORPORATION
600 East 96th Street
Suite 100
Indianapolis IN 46240
Phone: 317 808 -6000
Fax: 317 808 -6797
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5 Of 17 Sheets
Duke Realty Job Number:
DW -Job#
A/E Job Number:
58661.01