HomeMy WebLinkAbout1102.02 Plot Plan 4‘41 The Schneider Corporation Engineering
Historic Fort Harrison Surveying
8901 Otis Avenue Landscape Architecture
Indianapolis, IN 48216-1037 GIS •Lis
317-826-7100 Geology NOTE:
Schneider 317-826.7110 FAX THIS DRAWING IS BASED ON CONSTRUCTION PLANS OR RECORD
DRAWINGS AND IS NOT BASED UPON A FIELD SURVEY. THE
SCHNEIDER CORP. DOES NOT WARRANT THE ACCURACY OR
NOTE: SUFFICIENCY OF THIS INFORMATION. THE CONTRACTOR SHOULD
THE BASEMENT ELEVATION DEPICTED HEREON HAS BEEN DETERMINED VERIFY EXISTING CONDITIONS PRIOR TO ANY CONSTRUCTION. ANY
AND BASED UPON THE PAD GRADES AND OR CONTOURS TAKEN FROM DISCREPANCY FOUND UPON THIS DRAWING SHOULD BE REPORTED
THE CONSTRUCTION PLANS FOR THE SUBDIVISION. UNLESS STATED, NO
INFORMATION ABOUT FLUCTUATING WATER TABLES, SOIL CONDITIONS OR TO THE SCHNEIDER CORP. IMMEDIATELY; FAILURE TO DO
SOIL TYPES WITHIN THE BUILDING AREA HAS BEEN PROVIDED OR STATED SO WILL RESULT IN THE CONTRACTORS ASSUMPTION OF UABIUTY.
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 FACTSR r l
E OTHERWISE.IF DURING THE EXCAVATIONPROCEED, ANY ME GROUNDWATER S.R. 234 (E. 131ST ST.)
IS WITNESSED, THE SCHNEIDER CORP. SHOULD BE NOTIFIED IMMEDIATELY.
THE BASEMENT ELEVATION SHOULD BE RAISED (2) FEET ABOVE THE
GROUNDWATER LEVEL AND ADDITIONAL CONSTRUCTION TECHNIQUES SHOULD 40' 1/2 R/W
BE INCORPORATED TO ALLEVIATE FUTURE PROBLEMS.
1 LOT % 2
0.54ACf EA 81.91' 39.8
41.0 R WV-839.67
/ . , 15'%Md1E1 FLOW UNE II PER PLAN
I _ '•/7'
�{II
Ob (((
� Nil
- / 77.s
TC-644.2±
ASSUMED NORTH .1 ® / PERPLM
SCALE:T'-40' // //
. // 4
00.0 PROPOSED GRADE �'0 �.s II O°
� I /
15.s• I ,�., ,w,te I II
' ® !� 45 5
APPROXIMATE LOCATION I I I 45•s .b� .0rA N 2da•
CONFIRM BEFORE . I 'CONSTRUCTION 6 SAN. LAT. . ' sas1 !.4
(L
1
II4. ' I
I \ i caw
SQUARE FOOTAGE: �II / I / oar
I 15' sa�uE
PUBLIC WALK — 159 ± SF I I ATF2IATE 11, / I► 0
�. I E \ /�35'BL /*PRIVATE WALK — N/A± SF �. I 1 / �'l • �I;:
CONC. DRIVEWAY —1,094± SF 'Cl /1 / h 6 Trr84z23 a'
CONC. APRON — 95 ± SF ; / 1� PER PLAN
REAR GRADE -1,136 ± SQ YARDS I I / 1 / , ` 3'R
SOD —1,189± SQ YARDS : I 1 1 * % .
EVEN WITH REAR OF HOUSE 11ft0W UNE I L_J j SOR. /
�.6 ,�° 85.85' ,,.s E=1 's,, R/W CRICKET CIRCLE
50' R/W
WATER LINES
NOTE:
IN THE RESIDENTIAL DISTRICTS LIMITING ta649.5t
NOTE: GARAGE F.F.E. IS HEIGHT TO TWENTY—FIVE (25) FEET, A SAN S PER PUN
DWELLING MAY BE INCREASED IN HEIGHT
PROPOSED TO BE 3.3' ABOVE TO THIRTY—FIVE (35) FEET PROVIDED PER P N
THE SIDE AND REAR YARDS ARE SPUN
0±
CURB INLET PER PLAN INCREASED AN ADDITIONAL FOOT FOR
EACH FOOT SUCH STRUCTURE EXCEEDS
TWENTY—FIVE (25) FEET IN HEIGHT. Z
PER CARMEL ZONING ORDINANCE 26.1.1.
4• F SCOPE o q.1 g1 OPE
TYPICAL SWALE SECTION
PREPARED FOR SEAN MULROONY
'LOT PLAN LOT % 2
CRICKET KNOLL
NSTR. # 5893 REVISION 1
3K 7 PG 98-99 MOVED HOUSE PER
CLIENT REQUEST JOB # 02-0639-14
CRICKET CIRCLE 07/12/2002 SKF 04/01/2002 SKF