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GENERAL NOTES:
1. DRAINAGE EASEMENT`, TO BE CLEARED WITH EXCEPTION OF
DESIRED TREES WITHIN EASEMENT WITH FLAGGING NOTATION
APPROVED BY HAMILTON COUNTY SURVEYORS OFFICE.
2. EXISTING PRIVATE TIL F CROSSING TRACT TO BE CRUSHED AND//OR
EXCAVATED WHEN EXPOSED DURING CONSTRUCTION OF STREETS
OR PADS. UNDISTURBED TILE TO BE PLUGGED & SEALED AT
EXPOSED ENDS.
3. BUILDING PADS MARKED WITH AN ASTERISK ( *) 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 RE(jUIRED AT ALL LOCATIONS WHERE ANY
SIDEWALK INTERSECT`, ANY STREET.
6. ALL SUBSURFACE DRAINS TO BE CONSTRUCTED WITH
DOUBLE -WALL, SMOOTH BORE PERFORATED (HDPE) PIPE.
7, DECORATIVE SIGNS, `,PRINKLER SYSTEMS, TREES, LANDSCAPING
MOUNDS, FENCES, LII.HT POLES OR OTHER SUCH AMENITIES ARE
NOT PERMITTED IN T11E RIGHT OF WAY.
8. NO WATER MAIN VALVES ARE TO BE PLACED UNDER THE STREETS
SAN IT 9. ALL STREETS ARE TO BE PUBLIC STREETS.
TC 883.00
NV UT.79
O=8
NV UT61.59 10. CUSTOM STREET SIGIIS TO MATCH PREVIOUS SECTIONS OF
I
BROOKSIDE AS CHOSEN BY LANGSTOM DEVELOPMENT COMPANY
LEGEND
= RIUHT -OF -WA LINE
STORM SEWER LINE
—
= SWALE
= SANITARY SEWER LINE
•
= SANITARY SEWER MANHOLE
= FLOW DIRECTION
,T
EXr. CONTOURS
0
= STORM BEEHIVE INLET
0
= STORM INLET
T.C.
= TOP OF CASTING
INV
= INVI RT
RCP
= REINFORCED CONCRETE PIPE
PVC
= POI NINYLCHLORIDE SANITARY SEWER PIPE
M. H.
= MANHOLE
STR
- STRUCTURE
D. &U.E
= DRAINAGE AND UTILITY EASEMENT
R.D.E.
= RE(,ULATED DRAIN EASEMENT
B.S.L
= BUII DING SETBACK LINE
V. W.
= VARIABLE WIDTH
PROP
= PROPOSED
ME
= MAICH EXISTING
TYP.
= TYPICAL
—
= SUL'SURFACE DRAIN AND SUMP LINE
= WAIER LINE
m
= CONCRETE END SECTION
FLOOD ROUTE
000.0
= PPOIPOSED GRADE
STM STR #700
= PREP. STORM STURCTURE NO.
SAN STR #900
= PPf)P. SANITARY STURCTURE NO.
f
= EXI',T. TRF_ELINE
= PROPOSED FIRE HYDRANT
= PROPOSED WATER LINE VALVE
8 5 7.3
= PRuPOSED PAD GRADE
M.F.P G.
= MINIMUM FLOOD PROTECTION GRADE
OF PADS MINIMUM GRADE FOR ANY
STPU!'TURE OPENING (DOOR, WINDOW
WEI L., OUTSIDE BASEMENT STAIR
AC(:ESS, ETC.)
ALL EXISTING OFF -SITE DRAIN TILES THAT ARE
ENCOUNTERED SHALL ESE TIED INTO THE PROPOSED
STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW.
SCALE: 1" = 60'
0 30 60 120
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HOLEY MOL EY SA YS
"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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PFIZC JECT NO
W06 -0031
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