HomeMy WebLinkAbout030056-Site PanES:
~ PROPOSED GRADE
:~ DENOTES LOCATION PER CONSTRUCTION
PLAN DRAWINGS. CONRRM BEFORE
CONSTRUCTION OF 6" SANITARY LATERAL
AND WATER SERVICE LINE.
ILL MUD IN STREETS FROM TRUCKS
£AVING LOT TO BE CLEANED AT
E END OF EACH DAY.
']RAW BALES AND SILT FENCE TO BE USED
HERE NEEDED TO KEEP MUD OFF OF
;TREETS AND OUT OF STORM SEWERS.
~REA OF WATER TAP TO BE
ACKFILLED WITH GRANULAR
IATERIAL TO WITH N 10" OF
OP OF CURD.
~REA OF WATER TAP TO BE RESTORED
0 ITS' ORIGINAL CONDITION PRIOR
0 CONSTRUCTION.
HIS PLOT PLAN WAS PREPARED
ASED ON INFORMATION TAKEN
ROM RECORD PLATS, SUBDIVISION
LANS, RECORD DRAWINGS AND
.LANS PROVIDED BY CLIENT. IT
; THE RESPONSIBILITY OF THE
ONTRACTOR TO VERIFY SITE
ONDITIONS PRIOR TO CONSTRUCTION
~ND NOTIFY THE SCHNEIDER
:ORP. AND BRENWIOK DEVELOPMENT
: ANY DISCREPANCIES.
LL SERVICE LATERAL
!ROSSINGS AT CURB ARE STAMPED
!A= SANITARY SEWER
~S= SUBSURFACE DRAIN
¥= WATER
.OCATION OF UTILITIES ON PLOT PLAN
IRE ~NERAL LOCATIONs PER PLAN
~,ND SHOULD BE VERFIED IN THE FIELD.
,RANULAR BACKRLL SUGGESTED
JNDER DRIVEWAY AT SANITARY SEWER
ATERAL TRENCH WATER UNE TRENCH
~ND ANY OTHER EXCAVATED AREAS.
IF SItuATION OCCURS)
~OTE: (SECONDA,RY AREAS - ~WE, STCLAY)
4AX. HEIGHT; 35 ON LOTS 100 AND LARGER
TO EVE LINE) 30 ON LESS THAN 100
,tAX. COVERAGE; 507~
IoTE: (PRIMARY AREAS - WESTCLAY)
4AX. HEIGHT: 30'
IUILD-UP UNE: 2 STORIES
IAX. COVERAGE: 50Fo
,IOTE: PAD ELEVATION SHOVel IS PER PLANS
kND IS NOT THE AS-BUiLT ELEVATION.
IOTE: THE INFORMATION FOR THE ELEVATION
~IFFERENCE BETWEEN THE PRIMARY FINISHED
'LOOR ELEVATION TO THE TOP OF BASEMENT
IALL AND TO THE BASEMENT FINISHED FLOOR
IAS PROVIDED BY THE BUILDER.
The Schneider Corporation
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216-1037
317-826-7100
317-826-7110 FAX
~OTE:
CONCRE]E APRCH TO MATCH
EXISTING ALLEY EDGE OF
PAVEMENT ELEVATION
Engineering
Surveying
Landscaping Architecture
GIS · LIS
Geology
8ECllON
LOTS THROUGH
3,916 8.F.
~ APRCH
t CONC.
/ 24.00
~ GAEAGE
' ~ P~OPO~D
~ ~E~DEN~ 3 6
o 898
~ CRA~
i/
~.5~
]896 2 P~CH
1895.41 ' 10
5'WN.X
IW
ALLEY
/?APPROX EDGE OF PVMNT
~ SAN SEWER---
-10 B.T.L
TC=898.10
PER RE(:~]RD
I PLACED DY BI
lAS NEEDED .
APSLEY LANE
52'- /w
NOTE: BUILDER IS TO GRADE SIDEYARD SWALE
TO GRADES SHOWN ON THIS PLAN. IF BUILDER
IS UNABLE TO ACHIEVE POSITIVE DRAINAGE AWAY
FROM PROPOSED STRUCTURE, THE ENGINEER SHALL
BE CONTACTED. BUILDER IS NOT TO DEVIATE FROM
GRADES SHOWN ON THIS PLAN WITHOUT THE CONSENT
OF BOTH THE ENGINEER AND BRENWICK.
92
I, Dennis L. Grumpp, duly licensed LC
Surveyor, Indlano ~// S0303, do
hereby cerUfy thor in my opinion, if
the finished grodes ore constructed
os shown, the Surface Droin=ge on
the subject lot. will be sotisfoctory
for Resldentiol Construction.
No.
YlIIIIIIIIIIIIIIIIt[[~X[xx~
JOB # 02-465
12/18/02 [