HomeMy WebLinkAboutPlot PlanSCIINEI:DER
ENGINEERING
L J CORPORNPION
Engineering
Surveying
GIS . LTS
Geology
PREPARED FOR
THE ESTRIDGE GRQLJF .
CARMEL, INDIANA ""
HOUSE TYPE, 6108 /FULI. 8SM 1'.
2' GARAGE IENSION
SCREENED PORCH
PATIO EXTENSION
71.5
1\
2.3
10.x' g
.7�
1
71.
CLEV. . 8 1.6
PF.R PLAN
Tc - 871, so
PER PLAN
NOTE;
75.00'
%
3020 Nortli Post Road
Indianapolis, Indiana
46226 -0068
31-1-898--8284,
317 - 899-°8010 FAX
317 -895 - 2003 RESIDENTIAL
SURVEYING FAX
Cj � 1l
0
ASSUMED NORTH
SCALE 1" - 30'
TC - a70.50
PER PLAN
STM SEWER
��I I /U.5
15 DU BE
f 43.3'
I i
I
"'All 4' t /
I
SCREENED
72 7 ►`ORCN —�
TWO CAR
I S .03 "
SUMP 0
PUMP
613 B
FRN & MSY
A
81 4.rr[ 03
PUT FBI[
BGs,Oj ^ 0.3
t W
72.7
—�� 2r SL
W-El 1175.00'1
5 R /VY II
Nt]u
LOT # '135
THE PARKS @ SPRINGMILL
SECTION DIVE (PARK MFADOW)
INSTR. # 96 53900
PC #1 SLIDE' //751
HAMILTON COUNTY, INDIANA
13495 SHAKAMAC DRIVE
ZONING S — 2 CLUSTER
10' SIDEYARD/ 20 ' REAR
BTWN HOUSES
LOT SIZF —8,625 SF
PUBLIC WALK —235 t SF
CONC. DRIVEWAY —566 1 SF
HYDRO SEEDING —.3,082 f SF
SOD —374 f SQ YARDS
EVEN WITH I REAR OF HSE
N0TF:
THIS DRAWINC IS BASED ON CONSTRUCTION PLANS OR 11CCUnD
PRAWINO$ ANP IA NOT OAsin) UPON A FIELD SURVEY. SCHNEIOFR
O ENGINEERING CORP. DOES NOT WARRANT THE ACCURACY OR
SUFFICIENCY 0F' THIS INFORMA PION, THE CONTRACTOR SHOULD
Lr) VCRII "Y EXISTING CONDITIONS PRIOR TO ANY CON$IkUCNON. ANY
DISCREPANCY FOUNT) UPON THIS DRAWING SHOULD BE REPORTED
.— TO SCHNEIDER ENGINLLI?ING CORP. IMMEDIATELY: FAILURE TO DO
SO WILI RESULT IN THE CONTRACTORS ASSUME'HON OF LIA91LIIY.
7.3'
1 7
./ i1RC IIYORANT
WATER UNIT
SAN
NOTE: GARACE F.F.E. IS
PROPOSED TO BE 1.4' ABOVE
ELEV. AT CURB PER PLAN
TG • 011.30
PER PLAN
RASEMEIIT ELEVATIONI VkMICTTO HfRCON H•} PEEN NETERMAIEO 00
MSED UPON THE PAD CRAVES AND PR CONTOURS T4XFN fA04 THC
IRUCTION PLANS !OY THE SU91NVrSION• UMUSF STATEo, NO
INF04MATIOM AROVT /4UCIUATINC0 WATER T4111 FR, %OIL CONDITIONS OR
SOIL TYPE* WITHIN M tMALPIN4 ARC& HAS I9EEN IPRQ)IDF.,O QR 514E`O
W S&10 PLANS. Ill IS Ritf)vWrNOEQ THAT D &SI[MENT /INISW90 FLOOD
ELEVATIONS 9E A'1 LFAST (1) FOOT 44DVE THC N0114AL PC% FLEVAT;C-
OF A4Y AR.IWNIYC WOOICS OF WATER VK90S A 9TVr1Y Or rAC13
K4 41.5 OTHER0039. if IiNRMIC THE E>fC &V &TION ►RI?CC33. &Nv GAQVNgWA/ER
16 VNFRIWO, $C11N11VCR F NEEAING Cpm $WNW pr NOJ1FIto I0VrfN4i[LT,
INC BASEMENT CL60-11 M 314040 4k R4160 ;' 014019 THE GROMPIN4TER LEvEI
fNI) ADDITIONAL CC*XTRUCTIAN IRCNN101i9S SHOULS 6E 1NGOM1'VRATEO TQ 4LLChATC
ilru )IC PRoaijM11.
STAI(t ACTUAL CORN&RS STAKE BIC BOX
FINAL. 0HF 'K a'Ir_
PR01'Q CD AD ' DATE—,—
; D� v��. %.. .
t ; cR �
`�-�''�' PO # 310074
�C APPROXIMATE LOCATION TYPICAL SCALE SI'CTIUN JOB ft97-- 9-226 - -14
CONFIRM BEFORE ....
CONSTRUCTION 6" SAN. TAT, 10/09/97 F A C