HomeMy WebLinkAboutPlot Planrg SCHNEIDER
ENGINEERING
� J CORPORATION
NOTE
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.
NOTES:
FO-01-01 PROPOSED GRADE
DENOTES LOCATION PER RECORD
DRAWINGS. CONFIRM BEFORE
CONSTRUCTION 6" SAN. LATERAL
AND WATER SERVICE LINE.
GRANULAR BACKFILL SUGGESTED
UNDER DRIVEWAY AT WATER
LINE TRENCH
YARD LIGHT & MAILBOX TO BE
INSTALLED PER SUBDIVISION
COVENANTS & RESTRICTIONS
ALL MUD IN STREETS FROM TRUCKS
LEAVING LOT TO BE CLEANED AT
THE END OF EACH DAY.
STRAW BALES TO BE USED WHERE
NEEDED TO KEEP MUD OFF OF
STREETS AND OUT OF STORM SEWERS.
AREA OF WATER TAP TO BE
BACKFILLED WITH GRANULAR
MATERIAL TO WITHIN 10" OF
TOP OF CURB.
AREA OF WATER TAP TO BE RESTORED
TO ITS' ORIGINAL CONDITION PRIOR
TO CONSTRUCTION
SIDEWALK TO BE 6" THICK THRU
DRIVEWAY. EXPANSION JOINT
MATERIAL TO BE USED BETWEEN
WALK AND CURB. (WALK AND DRIVE,
AND DRIVE AND CURB IF CONCRETE
IS USED IN DRIVEWAY.)
NO DRIVE SHALL BE PLACED CLOSER
THAN 2 FEET TO A LOT LINE EXCEPT
WHERE SAID LOT LINE IS ALSO A
STREET RIGHT OF WAY LINE
THIS PLOT PLAN WAS PREPARED '
BASED ON INFORMATION TAKEN
FROM RECORD PLATS, SUBDIVISION
PLANS, RECORD DRAWINGS AND
PLANS PROVIDED BY CLIENT. IT
IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY SITE
CONDITIONS PRIOR TO CONSTRUCTION
AND NOTIFY SCHNEIDER ENGINEERING' "
CORP. AND BRENWICK DEVELOPMENT
OF ANY DISCREPANCIES.
LOCATION OF UTILITIES ON PLOT PLAN
ARE GENERAL LOCATIONS PER PLAN
AND SHOULD BE VERFIED IN THE FIELD.
PLOT PLAN PREPARED
BONTRAGER HOMES
3020 North Post Road
Indianapolis, Indiana
46226 -0068
317 -898 -8282
317- 899 -8010 FAX
317- 895 -2803 RESIDENTIAL
SURVEYING FAX
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.
Engineering
Surveying
GIS • LIS
Geology
D �
O
ASSUMED NORTH
SCALE 1 " = 30'
BUILDER MUST COMPLY WITH ALL ,
EXISTING SWALE - NO GRADING ORDINANCES GOVERNING SITE EROSION
TO BE DONE IN THIS AREA & SEDIMENT CONTROL
PER TC-750.93 130.63 51.6
PER STM SEWER-1 ( 52 2
REC DRWG + .� oo�---- -on�LE
�` U ��• -- -- - - - - --
/ 36.i
/ STRAW BALES OR SILT FENCE
/�- SHALL BE INSTALLED PRIOR I
\\ i TO CONSTRUCTION.
PLOT PLAN LOT # 129
MOFFITT FARM AT PRAIRIE VIEW
SECTION THREE A
INSTR. # 9705551
PC # 1 SLIDE # 759
AMENDMENT TO SUPPLEMENTAL
DECLARATION OF COVENANTS AND
RESTRICTIONS AND NOTATIONS
ON PLATS, PRAIRIE VIEW,
MOFFITT FARM
INSTR. # 9709731763
5914 BUCKSKIN COURT
\ \ SCRNH ED
STEP POREEC
\ � WOOD DECK
\
46.
\\ �,JELW PROPOS 0
0. o FRM k
RES FFE
7
n 757.
lY P 12.33'
•F BSMT fFf 7 7.7
� = 47.
6 SUMP O
\ N PUMP
r11
— , -10' D.U. & S.E.
0
49.1'
LOT # 129
/ 18, 277 SF
4'X3'
St00P
463 ,
30.0' �(O
1AR756 7 5.0'
10.6' 3' ^• 12-00"
2 00 '
20.3'
\ 3u 31.0' 7
W
c
oR�ec S�Decsl.�lc to 8�
1 * 1NS7A1.l. iCC
TC= 756.12 Opt gzjtiyi
1
PER SAN SEWER 1 r' 15' D.U. & S.E. LoAC' t° x"01^., jr-07
REC DRWG \51 8v TC= 756.06 ltwt£ 6Cow-vH
PER SAN SEWE
cn I 4 WAL W REC DRWG
55.3 I - - - APRON 5. 1"LDING PADS CONSII'lIUCM
PER ` ` ` PER PLANS & SPECIiCAT
PIONS
ROLL CURB PLAN ELEV =755.3 APPROVED BYAPPAOPRIATS
PER PLAN GOVERNMENTALA084CM
W REMAINING AREA OF Lori MR
50.0'R R/W NON:rQLVi RL &VEIN&
'tip
D 'EWAYS SHALL NOT BE
J4 STALLED WITHIN 4 FEET
oo, OF STREET TREES
Q
! ^
FOR J n'
BZA DOCKET # V -45-97 4
(MIN. AGGREGATE SIDE: YARD)
BZA DOCKET # V -46 -97
(REQUIRED SIDE YARD SMACK)
NOTE: GARAGE F.F.E. IS
PROPOSED TO BE 1.4' ABOVE
CURB AT DRIVEWAY PER PLAN. 9 2
Z
0
4.� SCOPE
TYPICAL SWALE SECTION JOB # 97-2062-14
09/23/97 DKK