HomeMy WebLinkAbout 0774.01 Site PlanSchneider
NOTES:
F0_0._01 PROPOSED GRADE
00.0 PRE CONSTUCTION GRADE
The Schneider Corporation
8901 Otis Avenue
Historic Fort Harrison
Indianapolis, Indiana 46216-1037
317-826-7100
317-826-7200 FAX
DENOTES LOCATION PER CONSTRUCTION
PLAN DRAWINGS. CONFIRM BEFORE
CONSTRUCTION OF 6" SANITARY LATERAL
AND WATER SERVICE LINE.
ALL MUD IN STREETS FROM TRUCKS
LEAVING LOT TO BE CLEANED AT
THE END OF EACH DAY.
STRAW BALES AND SILT FENCE 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.
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LOT # 55
BROOKS LANDING
SECTION 2
NOTE: BUILDER IS TO GRADE SIDEYARD SWALE
TO GRADES SHOWN ON THIS PLAN. IF BUILDER
NOTE: IS UNABLE TO ACHIEVE POSITIVE DRAINAGE AWAY
CONCRETE APRON TO MATCH FROM PROPOSED STRUCTURE, THE ENGINEER SHALL
EXISTING ALLEY EDGE OF BE CONTACTED. BUILDER IS NOT TO DEVIATE FROM
PAVEMENT ELEVATION GRADES SHOWN ON THIS PLAN WITHOUT THE CONSENT
OF BOTH THE ENGINEER AND BRENWICK.
COMMONS
BLOCK "A"
D.U.&S.E. LOW LINE OF SWALE
---------------
0 ��Ss.D------------- '-'--
50.5
51.0
110.00'
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 THE SCHNEIDER
CORP. AND BRENWICK DEV OME;N�TEt`C`, VS HALL N(
OF ANY DISCREPANCIES. j'� �� �/ uVI'1
ALL SERVICE LATERAL ;NSTALLED WITHIN 41
SAOSSINGS AT CURB SANITARY SEWER OF
STAMPED STREET TREES
SS= SUBSURFACE DRAIN
W= WATER
LOCATION OF UTILITIES ON PLOT PLAN
ARE GENERAL LOCATIONS PER PLAN
AND SHOULD BE VERFIED IN THE FIELD.
GRANULAR BACKFILL SUGGESTED
UNDER DRIVEWAY AT SANITARY SEWER
LATERAL TRENCH, WATER LINE TRENCH
AND ANY OTHER EXCAVATED AREAS. WATER LINE
(IF SITUATION OCCURS)
NOTE: (SECONDARY AREAS — WESTCLAY)
MAX. HEIGHT: 35' ON LOTS 100' AND LARGER
(TO EVE LINE) 30' ON LESS THAN 100'
MAX. COVERAGE: 50%
NOTE: (PRIMARY AREAS — WESTCLAY)
MAX. HEIGHT: 30'
BUILD—UP LINE: 2 STORIES TC- 752.91
PER RECORD
MAX. COVERAGE: 50% DRAWING
NOTE: PAD ELEVATION SHOWN IS PER PLANS
AND IS NOT THE AS —BUILT ELEVATION.
NOTE: THE INFORMATION FOR THE ELEVATION
DIFFERENCE BETWEEN THE PRIMARY FINISHED
FLOOR ELEVATION TO THE TOP OF BASEMENT
WALL AND TO THE BASEMENT FINISHED FLOOR
WAS PROVIDED BY THE BUILDER.
PLOT PLAN PREPARED FOR
WEBB & COMPANY
PLOT PLAN LOT # 55
BROOKS LANDING AT PRAIRIE
SECTION 2
INSTR. # 200000030239
PC # 2 SLIDE # 449
13104 BROOKS LANDING
CURQI ' SING P p,CE
0��51'AND
BR 5�, RAW
171319 S.F.
ASSUMED NORTH
SCALE:1" = 20'
KA),t- 61 fitc-9
Owi-r o
43.95'
50.3
50.4 ,17✓J
10!71�
TC= 751.33
PER RECORD
DRAWING
SE1�R NOTE:
THE FINISHED FLOOR ELEVATIONS AND PAD
GRADES DEPICTED ON THIS PLOT PLAN IS OPEN
FOR REVIEW BY BRENWICK DEVELOPMENT. THE
BUILDER IS CAUTIONED THAT SAID INFORMATION
IS SUBJECT TO CHANGE.
I, James D. Smale duly licensed LAND SURVEYOR, Indiana # Is29500020, 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.
YARD LIGHT & MAIL90X TO BE
INSTALLED PER SUBDIVISION ,,�`���5 D.
COVENANTS & RESTRICTIONS \sTER' b"11 '
BUILDER MUST COMPLY WITH ALL = * = LS29500020
ORDINANCES GOVERNING SITE EROSIOK=; STATE OF `
VI E�EDIMENT CONTROL 7NDI P,14
y0
SUR�
PLACE
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
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.
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JOB # 01-2418-14
06/27/01 DJR
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