HomeMy WebLinkAbout0005.98 Site PlanI' SCHNEIDER
ENGINEERING
CORPORATION
NOTE:
THIS DRAWING IS CASED ON CONSTRUCTION PLANS OR RECORD
DRAWINGS AND15 N07BASED UPON A FIELD SURVEY, SGHNEIDER
ENGINEERING CORP. DOESNOTWARRANT THE ACCURACY,OR
SUFFICIENCY OF THIS INFORMATION. THE CONTRACTOR SHOULD
VERIFY E%ISRNG CONDITIONS PRIOR TO ANY CONSTRUCTION. ANY
DISCREPANCY FOUND UPON THIS DRAWNO SHOULD DE.REPORTED
TO SCHNEIDER ENGINEERING CORP. IMMEDIATELY; FAILURE TO 00
SO YALL RESUI T IN THE CONTRACTORS ASSUMPTION OF LIABILITY.
ZLAKE
] / NORMAL ELEV. — 744.00
IOOYR FLOOD
ELEV.m 746,16
INV. _='_744.0
PER PLAN— —
]AD.__
3020 North PosL Road Engineering
Indlanapolia. lndiaMc Surveying
46226-0068 GIS - LIS
317-898-8282 Geology
317-899-8010 FAX
317-895--2803 RESIDENTIAL
SURVEYING FAX
NOTE:
THE. RASFMFNT FLEVATICN OEPICTED.HEREON HAS BEEN DETERMINED AND
BASED UPON THEIPAD GRADES AND OR CONTOURS TANCN FROM THE
CONSTRUCTION PLANS FOR THE SUBDIVISION. UNLESS STATED, NO
INFORMATION, ABOUT FLUCTUATING WATER TABL.FS, SOIL CONUI IIWXS OR
SC4 TYPES %THIN THE BUILDING AREA HAS BEEN PROVIDED OR STATED
ON SAID PLANS. TT 15 RECOMMENDED TIIAT BASEMENT FINISHFO FLOOR
ELEVA'IIONS-BE, ; AT LEAST.(i) Too ABOVE THE NORMAI. POOL LLEVATION
OF ANY ADJOINING BODES OF WATER UNLESS A STUDY OF FACTS
REVEALS OTHF.RIMSE.. IF DURING THE EXCAVANUN PROCESS, ANY CRWNDWAIFN
Is wINESSED, SCHNEIOER'ENCINEENING CORP. SIIOULO BE NOTIFED IMMEDIATELY..
THE BASEMENT ELEVATION SHOULD BE RAISED 2' ABOVE TIIE GROUNDWATER LEVEL
.u NiirR ,union RI INcnnvORATFD TO ALLEVIATE
NTURC PROBLEM5.
COMMON AREA
(D & SE)
_ APPROX_FDGE OF WATER \�
TC:=748 50
PER '.PLAN
15 5.OJ,
nIr-^
10' OU
k SE
—.-------�—=—
�1
LOT # 39
N
\\\
16,984 SF
S'XT
149-5
DECK
49.5
:D Do
•0 11
6D on'
g i3
PROPOSED
FIRM k MSY
RSMT, Ffe G
= 745.0 THREE CAR w
d L
0
RES WE
= 755.0
0
CAR FFF
= 754.0
d
21.4'
suM
PUMP
y
V
�
1
20.5' S3.5 I 9.67' e12sr�°
p
KI 53:5
f
POHr,
51_ _
(� SSO `
LL SO 0U k SE Ir
C
TC=750.00 ` l \
PER PLAN 1 73
0
r.
ASSUMED NORTH
SCALE 1" = 30'
5'R
35.5'
e'
r SAN SEWER 1G' TC-754.50
/ DRIVE PER PLAN
48.16'
I ELEV.=750.1
ROLL CURB
PLR PLAN
PFa LAN 7 sso _�r-y REGENCY LANE
,. WATER LIN� 50' R/W
V
NI
NOTE: �� 00 0 PROPUSED GRADE
IN THE RESIDENTIAL DISTRICTS LIMITING
HEIGHT TO TWENTY-FIVE (25) FEET, A
THE LOWEST FINISH0
DWELLING MAY DE INCREASED ,IN HEIGHT
OPPENLYA SHOULD DE COLIAL
TO OR ABOVE 746A
TO THIRTY -'FIVE (35) FEET PROVIDED
THE SIDE AND REAR YARDS ARE
THE LOWE51 ADJUSTED GRADE
7Ic APPROXIMATE LCCATION
INCREASED'AN ADDITIONAL FOOT FOR
AROUND THE STRJCTURE
SHOULD BE EQUAL TO. OR
CONFIRM BEFORE
CGNSIR'JCTION 6" SAN, LAl.
EACH FOOT SUCH STRUCTURE EXCEEDS
ABOVE
4 A N.CC V-CION GRADE)
AND WATER SERVICE LINE,.
TWEN'IY-FIVE (25). FEET IN HEIGHT,
PER CARMEL 'ZONING ORDINANCE 26.1.1,
.., _...
NOTE: GARAGE F.F.E. IS
PREPARE[) FOR, REX WEIPER
CORP.
PROPOSED TO HE 3.3' ABOVE
GLJRR AT DRIVEWAY PER PLAN.
PLOT PLAN LOT # 39
---•--
SYC,AMORE FARM
SECTION TWO —41_COPE
JOB # 97-2769--14
INSTR. # 972S2206
12./16/97 jSP
P. C. # 1 SLIDE # 796 TYPICAL SWALt_SECTIpN
11405 REGENCY LANE