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INV= 875.00
25' OF 12" RCP
® 0.40%
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!NV= 875.10 �0
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T.C.- 872.39
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SW Inv -856.2
MATCH PREVIOUS SHEET
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�-Ex San Mr G O #5
T C. - 882.08
T C. -890 '6
W Inv -869.8
W Inv 8738
E 1-877.3
NE Inv -8'3 9
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GENERAL NOTES:
1. DRAINAGE EASEMENTS TO BE CLEARED WITH EXCEPTION OF
DESIRED TREES WITHIN EASEMENT WITH FLAGGING NOTATION
APPROVED BY HAMILTON COUNTY SURVEYORS OFFICE,
2. EXISTING PRIVATE TILE CROS' IiNG TRACT TO BE CRUSHED AND /OR
EXCAVATED WHEN EXPOSED I)URING CONSTRUCTION OF STREETS
OR PADS. UNDISTURBED TILE TO BE PLUGGED & SEALED AT
EXPOSED ENDS.
3. BUILDING PADS MARKED WITH AN ASTERISK (1) WILL BE GRADED
ON AN INDIVIDUAL BASIS & WILL BE A MINIMUM OF 2 FEET ABOVE
THE 100 YR, FLOOD ELEV.
4. FINISHED FLOOR ELEVATIONS OF ALL STRUCTURES SHALL BE NO
LESS THAN 2 FEET ABOVE ANY ADJACENT 100 YEAR LOCAL OR
REGIONAL FLOOD ELEVATION (WHICH EVER IS GREATER).
5. ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY
SIDEWALK INTERSECTS ANY ', TREET.
6. ALL SUBSURFACE DRAINS TO BE CONSTRUCTED WITH
DOUBLE -WALL, SMOOTH BOPI: PERFORATED (HDPE) PIPE.
7. DECORATIVE SIGNS, SPRINKLI R SYSTEMS, TREES, LANDSCAPING
MOUNDS, FENCES, LIGHT POI ES OR OTHER SUCH AMENITIES ARE
NOT PERMITTED IN THE RIGHT OF WAY.
8. NO WATER MAIN VALVES ARE TO BE PLACED UNDER THE STREETS.
9. ALL STREETS ARE TO BE PUBLIC STREETS.
10. CUSTOM STREET SIGNS TO MATCH PREVIOUS SECTIONS OF
BROOKSIDE AS CHOSEN BY IANGSTOM DEVELOPMENT COMPANY.
LEGEND
= RIGHT -OF -WAY LINE
STORM SEWER LINE
—
= SWAI E
= SANIfARY SEWER LINE
•
= SANIfARY SEWER MANHOLE
= FLOW DIRECTION
EXIST. CONTOURS
0
= STORM BEEHIVE INLET
= STORM INLET
T.C.
= TOP OF CASTING
INV.
= INVERT
RCP
= REINFORCED CONCRETE PIPE
PVC
= POL VINYLCHLORIDE SANITARY SEWER PIPE
M. H.
= MANHOLE
STR.
= STRUCTURE
D &U.E.
= DRAINAGE AND UTILITY EASEMENT
R.D.E.
= REGULATED DRAIN EASEMENT
B.S_L
= BUILI)ING SETBACK LINE
V.W.
= VARIABLE WIDTH
PROP.
= PROPCSED
ME
= MATI,H EXISTING
TYP.
= TYPIr,AL
— — —
= SUB`,URFACE DRAIN AND SUMP LINE
= WATI R LINE
w
m
= CONI.REE END SECTION
—
= FLOr)D ROUTE
= PROPOSED GRADE
STM STR #700
= PROr. STORM STURCTURE NO.
SAN STR #900
= PROP. SANITARY STURCTURE NO.
f
= EXIS1. TREELINE
= PROPOSED FIRE HYDRANT
Q)
= PR(POSED WATER LINE VALVE
857.3
= PROPOSED PAD GRADE
M. F. P. G.
= MINIMUM FLOOD PROTECTION GRADE
OF PADS MINIMUM GRADE FOR ANY
STRIICTLIRE OPENING (DOOR, WINDOW
WELT-_, CIJISIDE BASEMENT STAIR
ACCT SS, ETC.)
ALL EXISTING OFF -SITE DRAIN TILES THAT ARE
ENCOUNTERED SHALL EE TIED INTO THE PROPOSED
STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW. j
SCALE: 1 " = 60'
0 30 60 120
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HOLEY MOLEY SAYS
"DIG SAFELY"
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1- 800 - 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IC 8 -1 -26.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
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