HomeMy WebLinkAboutPlot with Setbacks. 136TH STREET
17-09-28-00-00-013.000
i 1-54984
CARMEL, INDIANA
LOT SIZE: 43,560 SO.FT.
OUS COVERAGE: 7,578t SQ.FT,
IMPERVIOUS X 17.4% LOT COVERAGE
CITY OF CARMEL NOTE:
1) ANY NEW PORTION OF DRIVEWAY
WITHIN 136TH STREET
RIGHT—OF—WAY SHALL CONFORM TO
CITY STANDARDS IN ALL RESPECTS.
2) ALL KNOWN PLATTED AND
PROPOSED EASEMENTS SHOWN ON
THIS PLOT PLAN.
PLOT PLAI
PREPARED FOR
DESIGN IGA 553
GALLERY I by
HOMES Drees
STURBED AREA: 15,000 S.F. (0.34 AC.+) MINIMUM LOWEST ADJACENT GRADE:
f 2 FOR LIMITS)
1) THE MINIMUM LOWEST ADJACENT GRADE
NEW DRIVEWAY. 1,359t SQ.FT. (MLAG) IS 898.4' FOR THE HOUSE, 2—FEET
PRIVATE WALK: 187i SQ.FT. ABOVE 896.4 ON W. 136TH STREET LOW
POINT IN FRONT OF LOT. WHICH ACTS AS
THE LOWEST POINT WEIR FOR THIS LOT. THIS
IS THE MINIMUM GRADE OF ALL STRUCTURES,
FOR ALL WINDOWS, DOORS, PIPE ENTRANCES,
\ TOP OF WATERPROOF WINDOW WELLS, AND
�J OTHER STRUCTURE MEMBERS. GARAGE MLAG
IS 897.4',
RY TO CONFORM WITH CITY OF CARMEL STANDARD
21A. CHANGES TO DRIVEWAY WITHIN R/W MAY
)GARD OF PUBLIC WORKS APPROVAL.
TIONS, DIMENSIONS, AND WIDTH ALONG THE
I PUBLIC SIDEWALK WERE SCALED OR TAKEN FROM
NG CONSTRUCTION PLANS PREPARED BY OTHERS OR
)ED.
AITARY LATERAL LOCATION PRIOR TO CONSTRUCTION
BE THE RESPONSIBILITY OF THE
:ONTRACTOR TO VERIFY THE BUILDING DIMENSIONS,
LOCATIONS, THE LOCATION OF OTHER PERTINENT
AND ELEVATIONS PRIOR TO THE START OF
:TION. THE INTENDED USE OF THIS PLOT PLAN IS
RING BUILDING PERMITS ONLY AND SHALL NOT BE
ANY OTHER PURPOSE.
A.A.
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WUNE •.� �G1ST�q� ••.•
ILANS.``• Q NO. O �_
aL SWALE SECTION r * L,S203000261 * 8
+, STATE OF
EXISTING GRADE ���49�� `•••.....••• y(7
PROPOSED GRADE �V411,17b1JSUS
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LAND DEVELOPMENT CONSULTING
Zi 1w & LAND SURVEYING SERVICES
[� iJ�'/ 11650 Olio Road, Suite#1000-289
ORTMFishers, 8 46037
lllZ Phone: 317 841-8754
iE RIGHT DIRECTION" Fax:(317)-841-8762
E-mail: Troy@True.-northindy.com
True:northindy.com
NEW LATERAL ASSEMBLY
FISTING WATERMAINW FOR PRIVATQA/L.P, i ATFRA�
CONNECTION
W W Y�ER TRICO STANDA#DS
WA R SERVICE
0 BE DIR CTIq L BORED APPARENT 15.5' HALF
�^ RIGHT—OF—WAY
vga'5 436th Street
— I 3 6 t h ST kEET OAQ LOW EOINT
L. ER MAIN
EXISTING DRIVrW�AyS PUMPED SYSTEM PER FORCEMAIN PLANS
ENTRANCE/AON DESTUWD ETHERS 3'x5' #5 RIVER ROCK ON
AND ROADSIDE CULVERT I
rw
TO REMAIN, NO EW 4' EMERGE CY GEOTEXTILE
R/W WORK PLA NED _ TOE 0 SLOPE OVERF OW OUTLET CONTROL STRUCTURE
FOR DRIVE AY yW �T 1 MA SLOPE 17 LFT OF 4" SOLID HDPE PIPE
I TOP OF 1' I M INV 5-895.25, INV N=895,10
ELEV.=8 .25 kodWITH 4" 90 DEG. ELBOW &
z6 TTO OF BASI 2 LFT OF 4" PERF HDPE PIPE
F EL V.=895.7 INV=895.25
WITH #5 RIVER ROCK (SEE DETAIL)
Iry
MINIMUM FLOOD PROTECTION GRADE:
1) THE MINIMUM FLOOD PROTECTION GRADE
(MFPG) IS 898.4' FOR THE HOUSE PER CITY
OF CARMEL, WHICH IS 2—FEET ABOVE
AUTUMN WOOD DRIVE LOW POINT (896.4')
IN
FRONT OF LOT, THIS IS THE MINIMUM GRADE
OF ALL STRUCTURES, FOR ALL WINDOWS,
DOORS, PIPE ENTRANCES, TOP OF
WATERPROOF WINDOW WELLS, AND OTHER
STRUCTURE MEMBERS. GARAGE MLAG IS
897.4',
CONSTRUCTION
NOTES:
A)
POWER/PHONE TO ACCESS OVERHEAD UTILITIES
ALONG FRONT R/W.
1)
CONNECTION TO EXISTING LOW PRESSURE FORCEMAIN
ALL OF THE WITHIN DESCRIBED
LATERAL ASSEMBLY AT R/W LINE. LOW PRESSURE
LAND LIES WITHIN THAT FLOOD
PUMPED SYSTEM DESIGNED BY OTHERS.
HAZARD ZONE "X", AND DOES NOT LIE WITHIN A 100—YEAR SFHA, AS 2)
NEW 1" WATER SERVICE IF NECESSARY, OR EXISTING
SAID LAND PLOTS BY SCALE ON
IF 1" IS IN PLACE, REPLACE WATER METER PIT AS
COMMUNITY —PANEL#:
NECESSARY
18057CO205G OF THE FLOOD
INSURANCE RATE MAPS (FIRM) FOR 3)
SUMP DRAINS TO DISCHARGE TO FRONT YARD, BUT
HAMILTON COUNTY, INDIANA
MUST TERMINATE A MINIMUM OF 25—FEET FROM
(MAPS DATED: NOVEMBER 19.
FRONT R/W LINE.
2014
4)
ROOF DRAINS TO DISCHARGE TO FRONT YARD DITCH
TO DRAIN TO STORM SEWER SYSTEM, BUT MUST
TERMINATE A MINIMUM OF 25—FEET FROM REAR
PROPERTY LINE.
DRWN: TAT DATE; 01 /17/22 SCALE: 1 " = 40'
JOB#. 22-033 REV.: 04/04/22
ZONED: S1 F.F.E. HSE: 903.0'
ZONING: 10'/30' SIDE F.F.E. GAR: 901.0'
20' REAR F.F.E. BSM'T: 892.8'
SHEET 1 OF 3
E EV�898.25RM
10 \
22,46' 8
0 5$ 12,96'
ROOF DR%IS TO BE
RIVE 2.00' oo'
``Q
DIRECTED TOETENTION
� 1.
15.50' A 16.29 3.00"
I
I
AREA,
PROPO D o
SWALE FLOW LINE
RESIDENCE
F.F. 903.0'
_ _ J
8.00' GAR. = 901.0'
r
j
BSM'T = 893.0'
i
17,00' 1.0 '
Q
6.9
FZ5.33' ,11
-1 20ff 1
44' - 1.5"
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