HomeMy WebLinkAbout0653.02 Plot Plan The Schneider Corporation Engineering
8901 Otis Avenue Surveying NOTE:
Historic Fort, Indiana Harrison46216-1037
Landscape Architecture THE BASEMENT ELEVATION DEPICTED HEREON HAS BEEN DETERMINED AND
Indianapolis GIS •LIS BASED UPON THE PAD GRADES AND OR CONTOURS TAKEN FROM THE
317-826-7100 Geolo CONSTRUCTION PLANS FOR THE SUBDIVISION. UNLESS STATED, NO
gY INFORMATION ABOUT FLUCTUATING WATER TABLES, SOIL CONDITIONS OR
Schneider
• 317-826-7200 FAX 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 (2) FEET ABOVE THE NORMAL POOL ELEVATION
OF ANY ADJOINING BODIES OF WATER UNLESS A STUDY OF FACTS
0 REVEALS OTHERWISE.IF DURING THE EXCAVATION PROCESS, ANY GROUNDWATER
IS WITNESSED, THE SCHNEIDER CORP. SHOULD BE NOTIFIED IMMEDIATELY.
THE BASEMENT ELEVATION SHOULD BE RAISED 2' ABOVE THE GROUNDWATER LEVEL
NOTES: 0 AND ADDITIONAL CONSTRUCTION TECHNIQUES SHOULD BE INCORPORATED TO ALLEVIATE
FUTURE PROBLEMS.
00.0 PROPOSED GRADE 0
* DENOTES LOCATION PER RECORD
DRAWINGS. CONFIRM BEFORE
CONSTRUCTION 6" SAN. LATERAL ASSUMED NORTH
AND WATER SERVICE LINE. SCALE 1" = 30' LOT # 5
ALL MUD IN STREETS FROM TRUCKS 14, 400 SF
LEAVING LOT TO BE CLEANED AT
THE END OF EACH DAY.
STRAW BALES AND SILT FENCE TO BE BLOCK "A"
USED WHERE NEEDED TO KEEP MUD OFF YARD LIGHT & MAILBOX TO BE DU & SE
OF STREETS AND OUT OF STORM SEWERS. INSTALLED PER SUBDIVISION LAKE
AREA OF WATER TAP TO BE COVENANTS & RESTRICTIONS NORMAL POOL = 7
BACKFILLED WITH GRANULAR 100 YEAR ELEV.=&®
MATERIAL TO WITHIN 10" OF
TOP OF CURB. APPROX. EDGE OF WATER
AREA OF WATER TAP TO BE RESTORED C�.t 0.4
TO ITS' ORIGINAL CONDITION PRIOR
TO CONSTRUCTION E. `� �' ��4 7"4„, INt/OIJ(�,,
SIDEWALK TO BE 6" THICK THRU OWEST OPENING OF STRUCTURE �v ACC
DRIVEWAY. EXPANSION JOINT MUST BE AT OR ABOVE 749.3. p� t
MATERIAL TO BE USED BETWEEN 11 Et
WALK AND CURB. (WALK AND DRIVE,
AND DRIVE AND CURB IF CONCRETE 90.00'
IS USED IN DRIVEWAY.) iini
DE� �Jt1 rt- r
NO DRIVE SHALL BE PLACED CLOSER
__
THAN 2 FEET TO A LOT LINE EXCEPT _ g_ 28.0' 7 r4'�•s7lkRit. �'
WHERE SAID LOT LINE IS ALSO A t7tLT �ti-•)(di
STREET RIGHT OF WAY LINE h 43.3
THIS PLOT PLAN WAS PREPARED 1 IIIIIIIII
BASED ON INFORMATION TAKEOUILDER MUST COMPLY WITH ALL alf ,,,I,e
/
PLANS, RECORD DRAWINGS AN
FROM RECORD PLATS, SUBDIVI� NANCES GOVERNING SITE EROSION P"TWO 24x1r PLANS PROVIDED BY CLIENT. &ISEDIMENT CONTROL \ I,- nsr D� 1).., 7
En
i .6r En
IS THE RESPONSIBILITY OF THE V
CONTRACTOR TO VERIFY SITE 14.00' 17.od
CONDITIONS PRIOR TO CONSTRUCTION
AND NOTIFY THE SCHNEIDER PROPOELD
CORP. AND BRENWICK DEVELOPMENT
t FRY&YSY
o RESIDENCE
OF ANY DISCREPANCIES. -CD7 760.5 oslwT
o °F'ti 750.5 o I l_t_ R� r
M
IN THE RESIDENTIAL DISTRICTS LIMITING ;4 _NOTE:
- a F 2-''� 0 �T�
HEIGHT TO TWENTY-FIVE (25) FEET, A 00V61,111PY7•Cr�
DWELLING MAY BE INCREASED IN HEIGHT Z tam o� . _ / iityrny
TO THIRTY-FIVE (35) FEET PROVIDED — 23.0' — I , �-'^".
THE SIDE AND REAR YARDS ARE .�.
THR1I CAR
INCREASED AN ADDITIONAL FOOT FOR 1 g GARAGE
EACH FOOT SUCH STRUCTURE EXCEEDS ' IA-lc) • \ �i►Ib'I
TWENTY-FIVE (25) FEET IN HEIGHT. �� 58.5 R >
PER CARMEL ZONING ORDINANCE 26.1.1.
ALL SERVICE LATERAL _ OW. '4 , 30' A V�v` t`/�"''�'��,Q'
CROSSINGS AT CURB ARE STAMPED � ���.( �
SA= SANITARY SEWER to' a eCO
SS= SUBSURFACE DRAIN _ °Po 0 4..n�
W= WATER TC=757.87 —— 141/1 �J TC=757.93
PER RECORD 31.0' PER RECORD
LOCATION GENERALARE UTILITIES ON PLOT PLAN DRAWING 6 2A SEDU & SE R
AND SHOULDBEOVERIFONS IED PLAN
FIELD. �____ / t SAN SEWER DRAWING
le N
' ® DRIVE , 90.00'
APRON '! 1 APRON
J
EV �R CURB P -. �M LkS
PER PLAN __�.. 1.�
cou5fi1-.)E,
PREPARED FOR: WILLIAM CONNER WAY
KURT SCHMADEKE CONSTRUCTION INC. WATER LINE50' R/W
PLOT PLAN LOT # 5 w w w w w
MOFFITT FARM AT PRARIE VIEW
SECTION 1 DRIVEWAYS SHALL NOT BE
INSTR. # 9709751493 INSTALLED WITHIN 4 FEET
PC # 2 SLIDE # 53 4 ' Scope -. 4:
CERTIFICATE OF II TREES
CERTIFICATE OF CORRECTION
INSTR.# 9809805331 TYPICAL SWALE SECTION o
AMENDMENT TO SUPPLIMENTAL `t)•
DECLARATION OF COVENANTS AND Gi; '
RESTRICTIONS AND NOTATION ON S k' J W 1.6 0 of
INSTR.# 9709731763
HAMILTON COUNTY, INDIANA NOTE: GARAGE F.F.E. IS 4/E G p t
5889 WILLIAM CONNER WAY PROPOSED TO BE 2.1' ABOVE
CURB AT DRIVEWAY PER PLAN.
7.5' SIDEYARD/ 20' REAR JOB # 02-2188-14
15' AGGREGATE 05/31 /02 DJR