HomeMy WebLinkAboutPlot PlanPROPERTY ADDRESS:
1061 W.136TH STREET
CARMEL, IN 46032
EROSION CONTROL CONTACT:
CARRINGTON HOMES
8250 N. 600 WEST
MCCORDSVILLE, INDIANA 46055
317.336.8002
p N E S N N 1T I C T p
p T FN 1/SE 1 N NWC 7 T 8N 3E IN C y T NS NWIITi
SANITARY SEWER TOP OF CASTING ELEVATION AND EXISTING
GRADES ARE AS SHOWN ON THE RE ORD DRAWING.
NO PHYSI AL EVIDENCE OF WATER SERVICE LINES
WEREFOVND. ASSVMEDLOCATIONSARESHOWN
existing hydrant ll/j FOR REPRESENTATION. CONTRAGTOR TO ESTABLISH
e° existing storm pipe /
SERVICE LINE LOCATIONS PRiOR TO GON57RUCT10N
existing water main i
e- -•-ff-rr7i '_'-'.'-'.-'-' ,'_'-•-•.•-•- a. ,_. _ n,,. 1 1 _a _o,e NE COR. NW 1/4
SEC. 27-718N-R3E
HARR SON MONUMEN7)
492.95'
TBM1
t'- --$
existing tree ;3`t?-T <:.. ' 88$ ""?x. :.. ,
0
v_ _ : :.: ..:: . .:.. .:,. :. ...... ., . ;;::: ..,,> _. _ x,""... ..,`""'y-"....'" " 1
p`L - -6. ---p--cG,a 1, .:.,.1! br-----_"' p' , D•1,,' 11p
1
g'
f_-'--' -
SJ.V B 6 k '-J 0 0'
6° ,=-- B86-- -kj lJ ` e e .' e' 000.0 DENOTES PROPOSED FINISH
885- x0 eitf ti g woad "y
o
GRADE ELEVATION
existing utility pole (typ.) ' x=--- .,. N r i#fence t p0•
o` exi tir g gate '. o x DENOTES EXISTING GRADE ELEVATIONS.
i a , i ,,, + T B M 1= H A R R I S O N M O N V M E N AT N E C O R N W 1/ 4
0eti ,' ; i w"' , SEC. 27, T18N,R3E AS SHOWN ON THIS PLAN.
Freiburger, S hei ld J Living Trust ' i i i i ,Q--•'' ' 1, CASSVMED DATVM) CELEVATION = 887.35)
lnstr. #2003100122 .y ,' i
k°` , existing stone drive TBM2 = TOP OF WOODED OFFSET HVB SET
x; '
i` ; "' : , ;
X
6'v (ALSO TEMP. CONSTRUCTION ENTRANCE) N E AR NE C ORNER OF PR OP O SE D B V I L D I N G
hQ , ti ' ;• AS SHOWN ON THIS PLAN.
a,s. ; CASSVMED DA7l/M) (ELEVATION = 887.88)
v; f 6, ps PROPOSED WATER
PROPOSED DRIVE 4' ^• .`
i "
J
SERVICE M.E.G. DEN TES MATCH EXISTWG
CDESIGNED BY OTHERS) .. Y.'
SP
06 --
GRADE ELEVATION
l ' xe
EXiSTING OVTFLOW / ' ' '` .`. a
NOTE:
SWALECNO ..'" j- , PR SEDRESIDENCE 1.)EROSIONCONTROLMEASVREMVSTBEFVNCTlONAL
EVIDENCE OF -- ' . "i %
AND MAINTAINED THROVGH CONSTRVCTION.
EASEMENTATTIME // / J 0 y°`9888 :, :', 6
ti
PS
T;M...
gE MW MEZED.
SCHARGEAND TRACKING FROM LOTSHALL
OF SURVEY) i - .;: . David B• Anderson
RESIDENCE
758, ./
X
1, = 8903 4 0. 1' 3J A D) A C E N T LO TS D IS T V R B E D B Y A N I N D f V I D VA L LO T
i.;., GE = 888.3 OPERATOR MVST BE REPAIREDAND STABILIZED.
EMEPIT = 880.3
01
w '/•..
oe ' c 4.) CHANGES OR DEVIATIONS TO THIS PLAN SHALL BEi
x0$ 1 !,`'' - ;.` i SVBMIlTED TO HAMILTON COVNIY FORAPPROVAL. e. ;
a; o:' :., c x 'l
i ` A,;'t:;;,. 6,,,,:;,
fF` 888.0 5.} THE INDIVIDVAL LOTOPERATOR IS RESPONSIBLE FOR
d. / ' °i INSTALLATION AND MAINTENANCE OF ALL EROSION AND
4' / `
SEDIMENTCONTROLMEASVREVNTILTHELOTIS0
x
88'S
STABILIZED. THE OPERATOR MVST COMPLY WITH ALL
ti1 b`b , ' _' PS PS REQVIREMENTS OF THE STORM WATER MANAGEMENT
M.E.G.
x ' ,,
y,ry y,,
pi 60°' _ ORDINANCEOF HAMILTON COVNTY, INDIANA.
f H :: 3W 7USrvc . ' r 'Q"""'__._. ---'P' rLC
i N
x coj %$0`' i CONSTRVCTION DRIVE:
p x i TEMPORARY ONSTRVCTION DRIVE TO COMPLY WITH
NOrE - rvo ,'
s f `x ' ' HAMILTON COVNTY STORM WATER MANAGEMENT
5 ' -rqy ; , ORDINANCE.
INFORMATION
x$
h , ;; °, 0
61, i \
PROVI DED FOR t* „"" L ``. "
0
I xw GENTLE SWALE STATEMENT:
FLOOD ELEVAT(O(I' T' ';; ` 1 GENTLE SWALE REQVIRED TO BE ONSTRVCTED COR TO BE
OF EXISTING PONDS o ; existin
R` V
x0
j---
6 existing electric box PROTKTED (F EXISTING ALONG SIDE LOT LINE) DVRWG
9 f..,;:::..x:...;; ;
6ti N ;6 building F,=i'.[;':;;_:';;;:?; ONSTRVCTIDN AND TO REMAIN POST-CONSTRVCTION
TO DIRECT SHEET DRAINED WATERSHED TOWARDS THE
x
6 *$'--------------- `"`'""````'`` "6 \
j FRONTAND BACKOF LOTAND NOTTOWARDS EXISTING
O
I
Oi
PROPOSED RESIDENCE.
V i
886--
o
hy
a '
6
9 /
x
y " . \
i
i
885" , ` i a
6.
i x
0 - '
i
h`" ' -----_
a,
o // ,,,
884//''___-,\\\\\ '----____
853 \
g82' _ _', --,
PROPOSED SANITARY SEWER LATERAL '------
existing ' -- , \
pond -- ---- _---'
88 \' -___
X
y,r__ /// - - - \ -
g80- - - -
NOTKNOWN (FTHERE ISAN EXISTING ___--- __ (
LATERAL FORTHIS PROPERTY '
7
1 ,o--- __ i
0 -
1,,\ 1'
20' sanitary sewer easerrt ak
g78
x
C
877 ,,
HC-32 ` --'- -= .___- ti ,- - _
existing sanitary sew nanhol -' -- - , "
tC=8.94 - - - / `'----._
o _' _' - _.._ '----_
inv(w)=866.75
X$
6°i 6• ' - _ ,_ S \
inv. (se)=866.68
220.18'
elevations per asbuiits)
LEC
SOD DENOTES SOD
VO DENOTESUNDISTURBEDf
PS DENOTE PERM NENT E1\\\ 5 A 5O
ISP DENOTESSOILSTOCKPILE
SF DENOTES SILT FENCE
SCCII G "- 5O' O DENOTES CVRB INLET PR(
existing trees » „
O 9ENOTES DOVBLE CVRB li
SO O 25' S0' O DENOTES DROP INLETPRc
IN PLACE SADDLE tATERAL PERCTRWD [;. DENOTESTEMPORARYCG
J^.'i
HC-31 NOTE: CONTRACTOR TO COMF
existin sanita sewer manhole '
NDIANA HANDBOOK
9 ry AREAS" PVBLISHED BY TI
fC=S%6.Z9 INDIANA DEPARTMENT
IfIV W=H6E.O% FOR THE PROPER INSTA.
EROSION CONTROL ME
inv. (se)=865.92
C UNTy INDI Ni
0
0
136TH STREET
PROJECT
SITE
MAI N _STREET
AREA MAP
NO SCALE
O
Z
CO
a
a ; . . / - /-. / a ' . n, •
li ' ^ a i , ° ` ai
a , a a .'`
1 / c . / ae ^ / .a .
PS 12'x10' CONC WALK ° ;;.;, , ,' o a
a / ; : ; i '` O
i W
i/ . /~
J
0$`' / 2
2.67 6 ' TBM
o
a :a d
a / 8 8.0 ° OJ/' W 2
x / W i , o . M / , x. t. 0 e O
1 aa
i / , ,..,M N N • " d A
i S F , / 9.04 N cr -'
i o
X<
p o z C
1 a o i N\ - E"" W(Y o p
I / / N .- \ '` .-a M
a a z o=w - Z
i 888.0 , a ., o >
a
24.00' .
33 \ ^
o . ° ° , m: ° d i1 N MQ
ia°` ° ° a : a '-
xg`' ` \ °Q . , w q .
a V O
a '
PROPOSEO NC DRNE . ° "''
DESIGNF BY OTHE R , o % PROPOSED RESIDENCE 24•29 ° o n
i 1 a a. °° FFE = 890.3
N GARAGE = 888.3 ; o i < ,,
a .
i o /' ° , a
a °
p
BASEMENT = 880.3 CO
i ,
i i
a ti' e
a
a
14.33' . a
13.00' i °°
a
i' :: `
20.04' r z
a , ' ;
r. : . 888.0 i > V
i , ^ 15.33' i x
z Q P .. / .'
y
a,,;a e ' 17.33' 887.5 '
W H J
i/ ,n i (1i 0
d i e 6 M.E.G.
l 6 ^
M a ^
r,
W
SF
a a
h ;- PS Scale 1"=20' ; PS p O Vo
N z
NOTE: THE CONTRACTOR SHALL VERIf-Y THE 0
NOTE: 7HE PROPOSED RESIDENCE l5 NOTLOCATED IN A LOCATION OFALL VTILIT(ES PRIORTO 0
SPEC(AL FLOOD HAZARD ZONE "A', BVT IS LOCATED BEGINNING CONSTRVCTION. W J O
IN ZONE "X" PER THE FEMA FLOOD INSURANCE RATE NOTE: THIS PLOT PLAN HAS BEEN PREPARED FOR ~
MAP NVM3ER18057CO206F, DATED FEBRVARY VSE BYTHE CONTRACTOR FORTHE PVRPOSE ' W19, 2003. THE ACCVRACY OF THIS FLOOD HAZARD
OF OBTAiNlNG BVILDING APPROVALS AND (5
STATEMENT IS SUB)ECTTO MAP SCALE UNCERTAIN7Y
NOT INTENDED TO INDICATE THE ESTABLISHMENT _
AND TO ANY OTHER VNCERTAIN7Y IN LOCATION OR
OFANY LOT LINE. -
ELEVATION ON THE REFERENCED FLOOD lNSURANCE
RATE MAP. NOTE: PROPOSED FIRST FLOOR ELEVATION OF z 0.
NOTE: GENTLE SWALE REQVIRED TO BE CONSTRVCTED (OR GARAG
E SHALL BE 8903 (NOT INCLVDlNG '',
O r^ +
TO BE PROTECTED IF EXISTWG ALONG 5(DE LOT LWE) NOTE: CONTRACTOR SHALL MAINTAIN EXISTWG GRADE v z + DVRING CONSTRVCTION AND TO REMAIN
AROVND PROPOSED RESIDENCE. GRADE SHALL BE SLOPED AWAY ~ O
POST-CONSTRVCT(ON TO DIRECTSHEETDRAINED WA7ER
FROM RESIDENCE TO PREVENTANY SVRFA E O .0 -J
SHED TOWARDS THE FRONTAND BACK OF LOTAND NOT
DRAINAGE TOWARDS THE RESIDENCE. Q-
TOWARDS EXISTING OR PROPOSED RESIDENCE. (1 Q--
NOTE: CONTRA TOR IS TO MAINTAIN A MINIMVM DISTANCE OF NOTE: PROPOSED FINISHED FLOOR AND FINISHED GRADE ELEVATIONS SI1@@t NO'
TEN FEETC10') BETWEEN THE SANI7ARYSEWERAND WATER SHOWN ARE MINIMVM REQVIRED FORADEQVATE • 1 OF 1
LINE LATERALS. BVILDER TO ENSVRE POSITIVE DRAINAGE AWAY STORM WATER DRAINAGE. THE BVILDER SHAIL MAKE
FROM STRVCTURECS). THE FINAL DETERMINATION OFGRADES. D8t@' 08.01.2014NOTE: DIMENSIONS ARE SHOWN AS THEY EXIST IN FIELD. NOTE: TEMPORARY COSTRVCTION DRIVE TO COMPLY WITH
THE CONTRACTOR SHALL VERIFY ALL DlMEN510NS HAMILTON COUNTI' STORM WATER MANAGEMEN7
PRIOR TO CONSTRVCTION. ORDINANCE.
I, the undersigned Registered Land Surveyor, hereby certify that I have conducted a survey to
establish A Plot Flan of proposed improvements and to the best of my knowledge, information
and belief this drawing is an accurate representation of that survey of the following described
real estate:
Part of the Northwest Quarter of Section 27, Township 18 North, Range 3 East of the Second Principal
Meridian, Hamilton County, Indiana, being more particularly described as follows:
Commencing at the Northeast Corner of said Northwest Quarter; thence on the North line of said
northwest quarter South 89 degrees 22 minutes 05 seconds West (basis of bearings is assumed South 00 H LEY M LEY $AY$
degrees 00 minutes 00 seconds East for the East line of said Northwest Quarter) 492.95 feet; thence
D O N 1South00degrees00minutes00secondsEast50.00 feet to a rebar with plastic cap stamped "WEIHE
ENGR. 0012"(hereinafter referred to as "reba") on the South line of the land described in Instruxnent # D' ,
2007011325 in the Office of the Recorder of Hamilton County, Indiana, being the Point of Beginning;
g LI N D thence continuing South 00 degrees 00 minutes 00 seconds East 546.20 feet to the Southeast Corner of
the land described in Instrument # 9304669 in the Office of said Recorder; thence on the South line of the
land described in said Instrument # 9304669 and the extension thereof South 89 degrees 22 minutes 05 „ ! , '?" #„ „
seconds West 220.18 feet to a rebar on the East line of the land described in Instrument # 200300100122 _ '
in the Office of said Recorder, thence on said East line North 00 degrees 00 minutes 00 seconds East '
546.20 feet to a rebar on the extension of the South line of the land described in said Instrument #
2007011325; thence on said South line and the extension thereof North 89 degrees 22 minutes 05
seconds East 55.03 feet to a rebar; thence con i}.iingaqy}tsaid South line the following four (4) calls;(1)
south 00 degrees 30 minutes 06 seconds Eagf'i°'eS[,+ebaz; (2) North 89 degrees 22 minutes 05
seconds East 53.16 feet to a rebaz; (3) N ,,,,f`'
t gr"sf +., 7 tfTinutes 55 se onds 23.96 feet to a T S THE LAW 32 N. State Street
rebar; 4 North 89 de ees 22 minutes 0!Ct 2 East 111"99 t to the P int of 'n containin CAIl 2 N RKING DAYS BEfORE YOU DIGc
4`
g, g Greenfield, Indiana 46140
2.76 Acres. _.; , :. 1-800-382-5544 (
317) 462-40 5 5
l {"
i'' ;: CALL TOLI FltEE
CERTIFIED: Dg,i' =.: 4-t; `
TE
S
I
AGAINSTSTHE LAW TO EXCAVATE
w; '` ' < WITHOUT NOTiFYING 1HE UNDERGROUND
elevotions er asbuilts • /•,
t ti`..',..\ L?'-> IBSON, Registered
i P '' , `` Ldnd 5 e or, RLS910021 APON S'ERVICE TY+ro (2) N 2KING *T t
W/I( };1;,` y DAYS BEFORE COMMENqNG NbRK. PTO,eCt 1 10: -2-i
trr ugnii:}1'