HomeMy WebLinkAbout05050127-Site PlanSurveying · Civil Engineering · Geotechn ca Eng neering · Envimnmenta Eng nearing
9855 Crosspoint Blvd.. Suite 110, Ir;dianap;lis, IN 46256
Phone (317) 841-1506 Fox (517) 841-1507
oxt~ate, and are to be lied
within subdivision shall be
EROSION CONTROL NOTES
Builder she nsure sod menu one or eros or ooes not eeve me o~
Builder she nsta o sit fence or approved equal along the bock of
the curb, edge of the o ey, edge of the rear yard drainage easement
end where applicable to erasure sediment does not eeve the tot.
Builder she nstal e temporary construct on entrance prat to any
earth d sturbance activity on the et
Builder shol coon mud fr(~m streets and o eys et the end of each
days construction oct v ty
BUitder shell establ sh end/or maintain n et sod ment protection for all
existing storm sewer structures Ioc~ted n the 'mmedlc[e vcinit of
the et Y
Str. No 400
Top of Costing
Bev. = 789~50
NOTE: BUILDER iS TO GRADE
SIDEYARD SWALE TO GRADES
SHOWN ON THIS PLAN, F
BUILDER IS UNABLE TO
ACHIEVE POSITIVE DRAINAGE NOTE:
AWAY FROM PROPOSED
STRUCTURE, THE ENGINEER
SHALL BE CONTACTED.
BUILDER IS NOT TO DEVIATE
FROM GRADES SHOWN ON TH S
PLAN WlTBOU- THE CONSENT
OF BOTH THE ENGINEER AND
BRENWICK.
THE FINISHED FLOOR
:LEVATIONS AND PAD GRADES
DEPICTED ON THIS PLOT PLAN
IS OOEN FOR REVIEW BY
BRENWlCK DEVELOPMENT. THE
BUILDER IS CAUTIONED TNb-
SAID INFORMATION IS SUBdECT
TO C~ANGE.
EX. 94.6
f MINIMUM SE~B,,ACKS
/Yin, Side = 8% lot width at B L (8)
[~Min. Rear = 20 Feet
Aqq. = 18% lot width at BL (18')
EX. 94.6
EX. 94,5
S 85o30,41.
EX, 94.1
NOTE: THE INFORMATION FOR
THE ELEVATION DIFFERENCE
BETWEEN THE PRIMARY
FINISHED FLOOR ELEVATION TO
THE TOP OF BASEMENT WALL
AND TO THE BASEMENT
FINISHED FLOOR WAS PRO IDED
BY THE BUILDER.
NOTE:
BUILDER TO ENSURE POSITIVE
~LOW AWAY FROM STRUCTURE.
ALL MUD N STREETS FROM
TRUCKS _EA~NO LOT TO BE
CLEANED AT THE END OF
EACH DAY.
AREA OF WATER TAP T,
RESTORED TO ITS' ORIG,
CONDITION PRIOR TO
CONSTRUCTION.
ALL SERVICE LATERAL
CROSSINGS AT CURB A~
STAMPED SA= SANITAR'
STRAW BALES AND SILT FENCE SEWER SS= SUBSURFAC
TO 3E USED WHERE NEEDE[ DRAIN W= WATER
TO KEEP MUD OFF OF STREETS
AND OUT OF STORM SEWERS.
AREA OF WATER Tam TO BE
BACKFILLED WITH GRANULAR
MATERIAL TO ~THIN 10" OF
TOP OF CURB.
LOCA~ON OF UTILITIES
PLOT PLAN ARE GENER,
LOCATIONS PER PLAN ~
SHOULD BE VERFIED N
FIELD.
GRANULAR BACKF_L
SUGGESTED UNDER DRIV
AT SAN TARY SEWER LA
TRENCH, WATER LINE TR
AND ANY OTHER EXCAW
AREAS. (IF SITUA~ON O(
EX. 95.9
53'
.7
Proposed Res dance
Fin, Er, Bev. =
Bsmnt, Fir, Bev. =
29.§T
N 90°C
Scrnd.
Perch
75.35'
Str. No 450
Top of Casting
EI~V. = 895.30
,.0
165.00'
arty Description:
lumber Eight Hundred Sixteen (816) in VILLAGE OF WEST CLAY, SECTION 10002, on Addition '~
ton County, Inddn~ ds per pm~ thereof recorded as ns(rument Number 0t-16125 Office
~ Recorder of H{]m Itoh ~ounty, Indian~. :" me
PLOT PLAN
MFPG =
890.7
Type:
NOTE: (SECONDARY AREAS -
WESTCLAY) MAX. HElGH~ 55'
ON LOTS 100' AND LARGER
(TO EVE LINE) 50' ON LESS
THAN 100' MAX. COVERAGE:
5O%
NOTE: (PRIMARY AREAS ~
WESTCLAY) MAX, HEIGHT: 50'
BUILD-UP LINE: 2 STORIES
MAX. COVERAGE: 50%
t E
'S0510 i*