HomeMy WebLinkAboutPlot PlanSCHNEIDER
ENGINEERING
L J CORPORATION
NOTE:
THIS DRAWING IS BASED ON CONSTRUCTION PLANS OR RECORD
DRAWINGS AND IS NOT BASED UPON A FIELD SURVEY. SCHNEIDER
ENGINEERING CORP. DOES NOT WARRANT THE ACCURACY OR
SUFFICIENCY OF THIS INFORMATION. THE CONTRACTOR SHOULD
VERIFY EXISTING CONDITIONS PRIOR TO ANY CONSTRUCTION. ANY
DISCREPANCY FOUND UPON THIS DRAWING SHOULD BE REPORTED
TO SCHNEIDER ENGINEERING CORP. IMMEDIATELY; FAILURE TO 00
SO WILL RESULT IN THE CONTRACTORS ASSUMPTION OF LIABILITY.
RESTRICTED
COMMON AREA 1
BLOCK "A"
RECORDED WITH
BROOKS BEND SEC. 2
INSTR. # 94 23160
RESTRICTED
COMMON AREA 1
BLOCK "A" /
RECORDED WITH /
1
3020 North Post Road
Indianapolis, Indiana
46226 -0068
317- 898 -8282
317 - 899 —BO10 FAX
317 -895 -2803 RESIDENTIAL
/ SURVEYING FAX
M.E.
76.0
Engineering
Surveying
GIS • LIS
Geology
0
00
BROOKS BEND SEC. 2
INSTR. # 94 23160 / / pF
ASSUMED NORTH
/ G 'c O SCALE 1" = 30'
0g4
LOT # 7
38,992 SF
7s.o �
75.8
� J
moo C�
z
0
4, SCOPE i 4:1 SLOPE
TYPICAL SWALE SECTION
�c APPROXIMATE LOCATION
CONFIRM BEFORE
CONSTRUCTION 6" SAN. LAT.
AND WATER SERVICE LINE.
00.0 PROPOSED GRADE
00.0 RECORD DRAINAGE
DRAWING GRADE
SQUARE FOOTAGE:
CONC. DRIVEWAY — 2,544 t SF
PUBLIC WALK — 123 f SF
PRIVATE WALK —83 t SF
HYDRO SEEDING — 27,151 t SF
SOD — 710 f SQ. YRDS
EVEN WITH FRONT OF HSE
� � F
142.3'
�0.
78.5 `
79.4 �� \
` 83.0
810 0. OSEOSH \
4B.5\ �\
a 0►g�6�? V � 0.op9f
83.0 o�,AO ��. 36
TC= 785.02 BLOW OFF VALVE
PER EXISTING SAN SEWER
RECORD DRAWING pE - �y
3
ll.� I\ ROLL CURB
cP
PER-
PER
2 PLAN
PLOT PLAN LOT # 7
THE GROVE
SECTION # 1
INSTR. # 94 32286
P. C. # 1 SLIDE # 441
2924 STONERIDGE COURT
104.1
80.5 t
81.5
1 a wq�k \ 26.3, 'JJO 83.0
VAR. BL
t7.1'
T_k\
CP
0 ,
�O
0�
12'
DRIVE
/ M.E.
�TC= 785.52
PER SAN SEWER
RECORD DRAWING
TER LINE
84.3
NOTE:
/ 12'
DRIVE
THE BASEMENT ELEVATION DEPICTED HEREON HAS BEEN DETERMINED AND
BASED UPON THE PAD GRADES AND OR CONTOURS TAKEN FROM THE
CONSTRUCTION PLANS FOR THE SUBDIVISION. UNLESS STATED, NO
INFORMATION ABOUT FLUCTUATING WATER TABLES, SOIL CONDITIONS OR
SOIL TYPES WITHIN THE BUILDING AREA HAS BEEN PROVIDED OR STATED
ON SAID PLANS. IT IS RECOMMENDED THAT BASEMENT FINISHED FLOOR
ELEVATIONS BE AT LEAST (1) FOOT ABOVE THE NORMAL POOL ELEVATION
OF ANY ADJOINING BODIES OF WATER UNLESS A STUDY OF FACTS
REVEALS OTHERWISE. IF DURING THE EXCAVATION PROCESS, ANY GROUNDWATER
IS WITNESSED, SCHNEIDER ENGINEERING CORP. SHOULD BE NOTIFIED IMMEDIATELY.
THE BASEMENT ELEVATION SHOULD BE RAISED 2' ABOVE THE GROUNDWATER LEVEL
AND ADDITIONAL CONSTRUCTION TECHNIQUES SHOULD BE INCORPORATED TO ALLEVIATE
FUTURE PROBLEMS.
14.0' —1
2.0'
78.8
NOTE:
IN THE RESIDENTIAL DISTRICTS LIMITING
HEIGHT TO TWENTY —FIVE (25) FEET, A
DWELLING MAY BE INCREASED IN HEIGHT
TO THIRTY —FIVE (35) FEET PROVIDED
THE SIDE AND REAR YARDS ARE
INCREASED AN ADDITIONAL FOOT FOR
EACH FOOT SUCH STRUCTURE EXCEEDS
TWENTY —FIVE (25) FEET IN HEIGHT.
PER CARMEL ZONING ORDINANCE 26.1.1.
FIN. PLOT PLAN
08/05/97 RGE
JOB # 97- 1450 -14
07/10/97 LMB
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