HomeMy WebLinkAbout06070189 Site Plan
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THE
SCHNEIDER
CORPORATION
3020 Norlh Posl Road
Indianapolis, Indianll
46226-0068
317-89D-8282
317-695-2603 FAX
Engineering
Surveying
GIS. LIS
Geology
...
TRINITY
NOTE:
THIS OIlAWlNG IS BASED ON CONSTRUCnON PLANS OR RECORD
DRAWINGS AND IS NOT BAs[D UPON A FIELD SURVEY tHE
SCHNEIDER CORP. DOES NOT WARRANT THE ACCURACY OR
SUffiCIENCY Of THIS INFORIAATlON. THE CONTRACTOR SHOULD
VERifY EXISTING CONDITIONS PRIOR TO ANY CONSTRUCTION ANY
DISCREPANCy rOUND UPON THIS ORAWlNG SJ-jOUlD BE REPORTED
10 THE SCHNEIDER CORPORATION Il.lMWIATELY; FAilURE TO 00
SO WIll RESULT IN mE CONTRACTORS ASSUMPTION or LIABILITY.
NOTE:
TH[BASLMENThEVAj'OO D[PIClEDHEREON HAS 8EfN OETERt.lINEOAND
BASED UPON TH.l: PAl) GRADES AND OR CONTOURS TAA(I'l FRO'" THE
CONSTRUCTlON PLANS fOR TKE SUBOIVlS'CN. UNLESS SlATEO, NO
~fOllMATlON AllOUT FCUClllATING WATER TABLES SOIL CDNQ1IIONS OR
SOIL rYPESWllHlN \ftE BUllO'NG ..REA HAS 9EEN PROVlDfD OR STAKD
ON SAID PLANS, ITISRECOUldENOEDTH"TB..SEMENTfINISI-lEOflOOfl
ELEVAtiONS BE AT LEAST (1) fOOT ABO'V( HiE NORMAL POOl ElEVATION
Of ..NY AOJOlNING BOOIES or WAtER UNLESS A STUOY Of fACTS
REVEALSOTHERWl5(,lfOURINCTNEEXCAVAIIDNPIlDCESS,ANYGR(lI)NDWAT[R
'SWlTNESSED,THESCHNEIDERCOllPORA1IONSHDULD9[N{lllfIEOlldldEOIATElY
THE BAS(MEtH ELEVATION SHOULD BE RAISED 2' ABO'V( THE GROUNDWATER
LEVEL MIO AODIliONALCDNSTRUCTI(lN TECHNIQUES SHQUWBE INCORPOOATEO TO
o'ilLEVlo'i7E fUruRE PlWaLEI,fS
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RETENTION PONO
BLOCK "B"
NORMAL POOL 868.67
1 00 YEAR FLOOO 870.8ct
VARIABLE DRAINAGE
AND UTILITY EASEMENT
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ASSUMED NORTH
SCALE 1M = .30'
NOTE; GARAGE F,F,E. IS
PROPOSED TO BE 0.83' ABOVE
CUL-DE-SAC RP PER PLAN.
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14),4'
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* APPROXIMA TE lOCA nON
CONFIRM BEfORE
CONSTRUCTlON 4" SAN. LAT.
AND WATER SERVlCE LINE
100,01 PROPOSED GRADE
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NOTE:
CHECK VALVE
MAYBE NEEDED
ON SAN, LATERAl.
""
44.7' 177.81
'" /1
lliill 61.0
6.0'
STEWART
FAM"'''SY
RESfH M
882.37
BSI.llrrEM
873.37
8,7'
8
.
THR{[CAR
C.o.RrrE.
a81.3) '"
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Bl.O U)
NOTE,
IN lHE RESIDENTIAL DISTRICTS UMITING
HEIGHT TO TwENTY-FIVE (25) FEET. A
DWELUNG MAYBE INCREASED IN HEIGHT
TO THIRTY-FIVE (35) FEET PROVIDED
THE SIDE AND REAR YARDS ARE
INCREASED AN ADDITIONAL FOOT FOR
EACH FOOT SUCH STRUCTURE EXCEEDS
TWENTY-FIVE (25) FEET IN HEIGHT.
PER CARMEL ZONING ORDINANCE 26.1.1.
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LOT # 45
19.868:tSF
180.51\
25.0'
179,51
SQUARE fOOTAGE:
PUBLIC WALK - 283 :i Sf
PRIVATE WAlK- 184 i: Sf
CONC. DRIVEWAY - .1,447 :l: Sf
HYDRO SEEDING - 10,050 :l: SF
SOD -740 :l: SO YARDS
3' BEHIND REAR OF HSE
-
12.0'
PER PLAN
Te ... 882.03
PER SAN SEWER \
RECORO ORWC
FLOOD HAZARD STATEMENT
CERTIFICA liON
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PREPARED FOR
PLOT PLAN LOT
SPRING FARMS
SECTION # TWO
INSTR. # 9709701948
-P.-G. pc 1, SLIDE 11- 758
401 JOSEPH WAY
TRINITY HOMES
# 45
TC"'87B.58
PER SAN SEWER
RECORD ORWG
c13 e \Jf;t
FLOOD HAZARD STATEMENT
TRINITY HOMES
PO II 227568
JOB II 98-1606-14
4-30-98 EAC
The o~curocy of ony flood hozard doto shown on this plot plan
~s subJecl to mop s~ole uncerlointy and to ony other uncertoinly
,In location or ,ele~otlon or> the relerenced I]ood insuronce rote map
ALL of the w,thln described lond DO[S NOT LIE within thot speciol' ()o d
nozard zone.A os 50id /ond plots by scale On cammunily-panel H lBOgB1 0002 C
of the flood Insurance rate maps (ar CARMEL, INDIANA (mops dated MAY 19, \981)
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