HomeMy WebLinkAbout 0789.98 Site PlanSENT 6Y:SCHNEIDER ENGINEERING ; 6-25-98 ; 4:50PM ;
(317)895-2803-1 31737523554 2/ 2
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3020 .North Post Road
Indlnnepalb, Indlem
Cnginearing
Survoying
C ('Y Lr7�T T1 1-� AID
SC IIVEIDER
ft
3872090-8262
317-895-2803 FAK
Geologyg 1��u B�Tocra
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CORPORATION
NOTE:
THIS DRAWING IS, BASED ON CONSTRUCTION PLANS ORRECORD
DRAWINGS AND IS NOT BASED UPON A FIELD. SURVEY. THE
SCHNEIDLR CORP. DOES NOT''WARRANT -THE ACCURACY OR
SUFFICIENCY OF THIS INFORMATION,,. TIIC CONTRACTOR SHOULD
VERIFY EXISTING CONDITIONS PRIOR TO ANY CONSTRUCIION. ANY
D15GRCPANCY FOUND U1ON THIS DRAWING SHOULD BE REPOR1tV
TO THE SCHNEIDER CORP. IMMEDIATELY; FAILURE TO DO
SO WILL RESULT IN THE CUNIRACTORS ASSUMPTION OF LIABILITY.
EX.
i
/ EXI� HENLEY LEGAL
DRAINAGE ESMT, / �^- ENFORCEABLE OMITS Of THE
HENLEY GRAIN AS STATES IN
94 IN A DOCUMENI AS
(NSTR. p 960964649648472
PER PLAN
NOTE:
VIE RASEMENT ELEVATION DEPICTED HEREON HAS BEEN DETERMINED
AND BASED:,UPON THE PAD ONADES AND OR CONTOURS I"LN FROM
THE CONSTRUCTION PLANS FON THE SUDDIM91ON, UNLESS SIATEO, NO
INFORMATION ABOUT FLUCTUATING WATER"IABLE5, SDI( CONDITIONS ON
SOIL TYPES_.WITHIN AIF BUILDING AREA HAS DCCN PROVIDED OR STATE[
ON SAID PLANS. IT IS RECOMMENOCI) THAT BASEMENI FINISHED FLOOR
ELEVAVDA,: A'AI LEAST (1) FOOT ABOVE IHE NORMAL POOL ELEVATIL
OF ANY ADJOINING BODIES OF WATER UNLESS A STUDY OF FAC75
19 ALLEVIATE
rio£Z�
88.7'
LOT # 29
161175 SFt
PHOBUMS,
ASSUMED NORTH
SCALE 1' = 30'
* APPROXIMATE LOCATION
CONFIRM BEFORE
CONSTRUCTION 6" SAN. (.AT,
00.0 PROPOSED GRADE
NOTL
IN THE RESIDENTIAL D'$TFVC IS LIMITING
HEIGHT TO TWENTY' -FIVE (25) FLEE', A
DWELLING MAY DC INCREASED IN HEIGHT
TO THIRTY-FIVC (35) FEET PROVOEO
THE SIDE AND REAR YARDS ARE
INCREASED AN ADDITIONAL FOOT FOR
EACH FOOT SUCH STRUCTURE EXCEEDS
1WENTY-FIVE (25) FEET IN HEIGHT.
PER CARMEL ZONING ORDINANCL 26.1.1.
I$ 00
BAIT
NOTE:
CANULEaBN
RUII DFR Ij CAUTIONED, CONSTRUCTION
\
FLIT MSTI WxpsDN Zc
OF DRIVE WITHIN AN EASEMENT COULD
�Aa I FIRM A Nsv
REs FrE
/
RESULT IN REMOVAL OF THE DRIVE
902.5
\
SHOULD ANY FUTURE UTILITY WORK
_----J
DE REQUIRED WITHIN THE EASEMENT.
25.0'
N BS.1T FFE
a - 892-8 4JMIp
THREE CAR 1 063
IKU
OAR FTE pqy
900.5
34.8'
J
900.2
/ IN
Lj
9.0'
a WALK �
/ /.
� 35.0'
zL
®
..124.86'
PER BPLAN $
�1 o Qf
--
Q
awuA
(/) 0
_Wk _
"-_
W._ WATER LINE LO
III �, CLCV=897.2
-- ;PER'PLAN
GOLDEN SADDLE
50' R/W
PLOT PLAN PREPARED FOR;
PULTE HOMES OF INDIANA
PLOT Pl AN LOT # 29
SADDIE CREEK
SECTION ONE
INSTR. # 9609644060
PC # 1 SLIDE .# 728
13879 GOLDEN SADDLE COURT
---- -J
HANDICAP Q
NAMP.
COURT Q�
NOTE: GARAGE F. F. E. IS
PROPOSED TO BE 3.3' ABOVE
CURB AT DRIVEWAY PER PLAN.
0
�'vR�Op.. •I .T SIOPf
SECTION
SQUARE FOOTAGE
PUBLIC WALK - 672 3SF
PREVAIL WALK - 203 #SF
CONC. DRIVEWAY -• 1,121 ±SF
HYDRO SEEDING - 6.7/9t SF
SOD - 71/ t.5Q YARDS
EVEN WITH FRONT QP HSE
JOB # 97-2419-14
06/25/98 0KK