HomeMy WebLinkAboutPlot Plan The Schneider Corporation Engineering LOT % 737
t‘I Historic Fort Harrison Surveying pp
8901 Otis Avenue Landscaping Architecture SECTION 3001-B
Indianapolis, IN 46216-1037 GIS • US
Schneider 317-826-7100 Geology VILLAGE OF WESTCLAY
317-826-7110 FAX
NOTES: 7,314 S.F.
00.0 PROPOSED GRADE
NOTE:
* DENOTES LOCATION PER CONSTRUCTION CONCRETE APRON TO MATCH
EXIPLAN DRAWINGS. CONFIRM BEFORE STING ALLEY TON OF
PA
CONSTRUCTION OF 6" SANITARY LATERAL PAVEMENT ELEVATION
AND WATER SERVICE LINE. /
ALL MUD IN STREETS FROM TRUCKS TC=896.60
LEAVING LOT TO BE CLEANED AT PER RECORD PARK BLOCK "A"
THE END OF EACH DAY. DRAWING & COMMON AREA & /
DU&SE
STRAW BALES AND SILT FENCE TO BE USED '`,.
WHERE NEEDED TO KEEP MUD OFF OF ALLEY ASSUMED NORTH
STREETS AND OUT OF STORM SEWERS. -APPROX EDGE OF PVMNT SCALE:1„ = 20'
M.E.
AREA OF WATER TAP TO BE * ,% 5
�� 896.0
BACKFILLED WITH GRANULAR ,,�. Is -2,
MATERIAL TO WITHIN 10" OFTOP OF CURB. \ Q�
AREA OF WATER TAP TO BE RESTORED \ 4L4..y /
TO ITS' ORIGINAL CONDITION PRIOR es,,TO CONSTRUCTION. \ •
THIS PLOT PLAN WAS PREPARED
BASED ON INFORMATION TAKEN /_/ \ 20.0'
FROM RECORD PLATS, SUBDIVISION CONC. \
PLANS, RECORD DRAWINGS AND 896.4 ` DRIVE \ \IS:0.0
PLANS PROVIDED BY CLIENT. IT 21.71'
IS THE RESPONSIBILITY OF THE -CD THREECAR 896.4 NSF. M.E.
CONTRACTOR TO VERIFY SITE o GARAGE 15.17' \ \ Sg4,
CONDITIONS PRIOR TO CONSTRUCTIONcl' 896.4
O r; FFE= 896 9 CRAWL '� t?
AND NOTIFY THE SCHNEIDER 12.50'
CORP. AND BRENWICK DEVELOPMENT 896.6 2.67' � \
OF ANY DISCREPANCIES. 3.5 —L-- _ _ 4
- •
ALL SERVICE LATERAL I PROPOSED \23.38'
896.4
CROSSINGS AT CURB ARE STAMPED / RESIDENCE bo
Y \
SA= SANITARY SEWER SUMP PUMP TO BE FFE=898 9 28.4'
SS= SUBSURFACE DRAIN PLACED BY BUILDER 3.67' TC=895.40
W= WATER AS NEEDED — PER RECORD
LOCATION OF UTILITIES ON PLOT PLAN1 c.,i / DRAWING
ARE GENERAL LOCATIONS PER PLAN BSMNT
AND SHOULD BE VERFIED IN THE FIELD. ELEV= \ Q
GRANULAR BACKFILL SUGGESTED 896.4 '� 888.9± N \\\ O
UNDER DRIVEWAY AT SANITARY SEWER '
LATERAL TRENCH, WATER LINE TRENCH \ 9,67' 3 �\ 12'B.T.L.
11
AND ANY OTHER EXCAVATED AREAS. ` POR. 896.4\__ \\
(IF SITUATION OCCURS) 123' \ ix.
9.0 60 00� f 895.6 FENCE
NOTE: (SECONDARY AREAS - WESTCLAY) 895.9 1 �` x x x
MAX. HEIGHT: 35' ON LOTS 100' AND LARGER 5WALK 1
(TO EVE LINE) 30' ON LESS THAN 100' I
MAX. COVERAGE: 50% I'is.s.D.
L
NOTE: (PRIMARY AREAS - WESTCLAY) "-CHAIRBACK CURB
MAX. HEIGHT: 30'
BUILD-UP LINE: 2 STORIES
MAX. COVERAGE: 50% _
NOTE: PAD ELEVATION SHOWN IS PER PLANS BRANFORD STREET
AND IS NOT THE AS-BUILT ELEVATION. 50' R/W
NOTE: THE INFORMATION FOR THE ELEVATION W W W
DIFFERENCE BETWEEN THE PRIMARY FINISHED
FLOOR ELEVATION TO THE TOP OF BASEMENT WATER LINE
WALL AND TO THE BASEMENT FINISHED FLOOR I, Dennis L. Grumpp, duly licensed Land
WAS PROVIDED BY THE BUILDER. Surveyor, Indiana # S0303, do
hereby certify that in my opinion, if
the finished grades are constructed
as shown, the Surface Drainage on
the subject lot, will be satisfactory
for Residential Construction.
NOTE: BUILDER IS TO GRADE SIDEYARD SWALE
TO GRADES SHOWN ON THIS PLAN. IF BUILDER 0 L
luul uuiniiiirr IS UNABLE TO ACHIEVE POSITIVE DRAINAGE AWAY ���`` \S ' Cr&�%�,�
FROM PROPOSED STRUCTURE, THE ENGINEER SHALL ‹s, ;. •8\5 .4 .,O
a
PREPARED FOR: BE CONTACTED. BUILDER IS NOT TO DEVIATE FROM • '- No. 'O
GRADES SHOWN ON THIS PLAN WITHOUT THE CONSENT - S0303
WILLIAM GORDON GROUP OF BOTH THE ENGINEER AND BRENWICK.
• STATE OF
PLOT PLAN LOT it 737 �. /'O�Hp�qNP.''`��,
VILLAGE OF WESTCLAY SECTION 3001-B %/ S kiv -
rorni ullllI Iiilmoo
INSTR. % 9965088 PC % 2 SLIDE # 344
12584 BRANFORD STREET 'c _D= . I'D-----r
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 PLAN. IT IS RECOMMENDED THAT BASEMENT FINISHED FLOOR ELEVATIONS BE AT LEAST (2) 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 JOB # 02-2453-14
WITNESSED, THE SCHNEIDER CORPORATION SHOULD BE NOTIFIED IMMEDIATELY. THE BASEMENT ELEVATION SHOULD BE RAISED (2) FEET ABOVE THE GROUNDWATER
LEVEL AND ADDITIONAL CONSTRUCTION TECHNIQUES SHOULD BE INCORPORATED TO ALLEVIATE FUTURE PROBLEMS. 06/14/02 DJR