HomeMy WebLinkAboutPlot PlanSENT BY:SCHNEIDER ENGINEERING ;10- 6 -97 ; 3 :34AM ; (317)895 -2803-
SCHNEIDER
ENGINEERING
RING
L: CORPORATION
NOTE-
THIS DRAWING iS [ BASED ON CONSTRUCTION Pl_AN5 OR REC,UfiD
DRAWINGS AND 'a NOI BASED UPON A FIELD SURVEY. SCHNEIDER
ENCINEERING CORP. DOES NOT WARRANT THE ACCJRA(;Y UiR
SUFFICIENCY OF THIS INFORMATION, PIE CONTRACI'UR SHOULD
VERIFY EXISTING CONDITIONS PRIOR TO ANY CONSTRUCTION, ANY
DISCREPANCY FOUND UPON TH'S DRAWNG SHOULD BE REPOHTFTI
TU SCHNEIDER LNGINEERING CORP. IMMEDIATELY; FAILURE TO DO
SO MI-L RESULT IN THE CONTRACTORS ASSUMPTION OF LIABII ITY
3020 North Post Road
Indlanapoli3, Indiana
46226 -0068
317 -896 -8282
317- 899 -11010 FAX
317 - 895 -2803 RESIDENTIAL
SURVEYING FAX
NOTE;
THE BASEMENT ELEVAPON DEPICTED HERON WAS BEEN D£TERMAED ANC
BASED UPON THE PAD GRADLS AND OR OONIOUFiS TAKEN FROM IH(•
CONSTRUCTION PLANS FOR THE SVBDIV,SION. UNLESS STATED, NO
INFORMATION ABOUT FLUCTUATING WATER TADL•,'�, SOIL CONDITIONS OR
SOIL TYPES WITHIN TILE BUILDING AREA HAS BEEN - ROVpEG Or STATED
ON SAID PLANS, IT IS i?ECOMIJ;NDFT! THAT BASEMENT FN'SNED P.04H
ELEVATIONS BE AT LEAST (1) FOOT ABOVE THE: NORMAL POOL ELEVATION
OF ANY ADUOINING BOOIES OF WATER UNLESS A STUDY OF FACTS
REVEAL„$ 0IHLRWISE.IF VUR:NG THE EXCAVATION PROCESS, ANY GROUNDWATER
15 WTNES$Eb, SChNEIDER ENGWEERING CORP. SHOULD BE NOTIFIED ',,I&AEDIATFLY,
rNE BASEMENT ELEVATION SI IOULD BE RAISED V MmE THE DROuNUwA rLR LEVEL
AND ADDITIONAL CONSTRUCTION TECHNIDUES SHQULD BE INC
FVWRE PROBLEMS. gHpORATEC TO a,tEVIATE
f �
.f
r
60.0' PIPELINE EASEMENT
� IM5TR. j 9502466
APPROXIMATE LOCATJON
CONFIRM BEFORE
CONSTRUCTION C" SAN. I..AT,
AND WATER SERVICE. LINE.
000 PROPOSED GRADE
NOTE!
LOT # 56 DUES NOT LIE
IN 100 YEAR FL000
ZONE "A8"
PER SCALED DISTANCE
FROM FLOOD INSURANCE RATE
MAP # 180081 00090
REVISED MAY 19, 1981,
APPROXIMATE
LIMITS of FLOODWAY
& FLOODWAY FRINGE
DOES NOT AFFECT
LOT # 56 PLUM CREEK
VILLAGES SEC. # 2
PER 1`100D BOUNDARY
& FI OODWAY MAP
# 18Ua81 00090
REVISED MAY 19, 1981
NOTE:
LOWEST AD.IUSTED GRADE
AROUND THE STRUCTURE
SHOULD BE EQIJA1I. TO
OR ABOVE 747,4 N.G.V.D.
(FLOOD PROTECTION GRACE)
'LOT PLAN PREPARED
K.E. THOMPSON, INC
PLOT PLAN LOT # 56
PLUM CREEK VII ! AGE
SECTION TWO
INSTR. # 97123;%5
P. C. # ' SLIDF # 766
12375 SAINT ARMANDS
48-MT _ 922 , 89
5–VIALF 47
9c — r�10 ^4, i3. dt S.E, 00 —
rn
LOT # 56
` 10, 838 SF
18.37'
IV �PORCi
49
rR►a & LISV
n AIII F 0)
r- ass rFE
741.5
in
POR P, ,(
9.2' 13.33' 5.33' .— e ..... J
49.3 \,RJ
I 4B.tl • I I \
J I 1 w q iWO GAR
GAP FEE
I = 756.Ci
2'
r*
22' U.U, do 5.E J
TC= 748.01 ! 20'
PER SAN SEWER 1 25,0' oRIV
REC. DRWG I ,
47.7
APRON _
SAINT ARMANQS CIRCLE
50' R /UV
I
w
—.0, WATER LINE
IF OR:
C,1RC -E
H E THOMPSON;# 3J 3
Engineering
Surveying
GIS • LIS
Geology
ASSUMED NORTH
SCALE 1" c 30'
j03 # 97 2181 -14
10/03/97 DKK