HomeMy WebLinkAbout04120019 Revision Info
RYLAND
Rider to Agreement of Sale
between Jian Tan and Congrong Wang, Buyer(s)
and
RH of Indiana, L.P., Seller
Net Effect
as of Selection Sheet
Order By Category
Claybourne West 50304 - 03503040000
Date Printed:
Lot Address:
November 22,2004
4046 DOLAN WAY
Westfield, IN 46074
0177
HARRINGTON B - BASEMENT-2967 (B2)
Right
Prepared By: Team Scott/Huang
Lot:
Plan/Elev:
Swing:
Contract Date: November 18, 2004
Estimated Close:
I
1.""''''il!"",_.!O,~!.!i,!Jf/_~~1i~li1ll1llllW'::;''8:'";\\It'''~1!!!i!!!lr.!;'t~~1
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Ootion Nllmhp-r ColorJI nC:;ltinn Ouantitv DescriDtion FyhmdeCl PriCp.
I
A215001
A215110
Exterior Trim
BRICK SIDES
Option Numher
Color/location
A155010
Ootion Numher
Colorll oe:ation
A123801
A121301
A116851
A11D004
A116004
Garage Service Door
Vaulted Ceiling @ Master
Marble Garden Bath
Full Basement (adds 390 sq ft)
4'Fam Rm/Nook xln wlbrick wrap I (adds 104 sq ft)
Buyer's Initials
Buyer's Initials
CLEAR Net Effect (Rev01/29/04) 2905987
Page 1 of 2
C2004, The Ryland Group, Inc.
~
~
the SctmeJder CorporaUoD
8901 ou. Avenue
BlItor1c Fort Harriaon
1DdIaDopolll, Indlua _H037
317-828-7100
317-826-7200 rAI
EDalnoorino
Suntylaa
Lancbco.pe Architecture
G13 'US
GooIou
I
Plot Plan Prepared for: R.H. of INDlAtlA
Lot' m. contoillng 10,<400 s'F.:i:, In
Ca)boume
Section , 2
Instrument' 200400001341
P.c. , 3. Sllde , 321
Cloy T wp, HCIII\lton County
See 30, TtllN, RJE
.fO.46 DolCll\ Way (7ft R/W)
Prepared Dote: 11/23/04 : By: A A
Proposed Bu)'lll(s~ Jon TCIII &:
Conlrong Wong
Plot PIGn Legend
[]jjQ]] Proposed GrGdes
000,0 Existing Grodes
__ 000.0-- Contour Grade
* Approx. Loteral Locotion
- . - Sanitary Sewer lines
-11'- Storm Sewer Lines
- 'vi - Water Service lines
- - - - - - - Sub-Surface Drain Lines
. MGnhole (Sonitory or Storm)
. Beehive Inlet (Storm)
l1li Curb Inlet (Storm)
D End Section (Storm)
..... Fire Hydrant
- 000 - 000 - Flow Line of swole
- Building Line (BL / BSL)
- - - - - - - Easement Line
Community Restrictions:
Side Yard =N/A
Rear Yard:: 20'
Aggregale = 10' (B,H,)
Sanitary Sewer Costing Information
Upstream Uonhole, TC= 913.60
Downstream Manhole, Te= 911.20
per pion
Finished Floor Elevotion Information
Pod Grode = 913,8 per plan
Pod Grad. + 0.7' = Garage FIT (914.5)
(Bsmt) Garag. FIT + 1.5' = Residential FIT (916.0)
R.sidential FIT - g,O' = Basoment FIT (907,0)
. ~I ",<
Note: The gorag8 finished floor elevation ~
is 2.5' above the curb at the drive, per plan. T'fPICAl SWALE SfCTlON
Sod Colculotloos:
INive =922 Sfi
Public Walk = 340 Sf t
Private Walk = 6 SF!
Sod = 535 SYi , from
re<r of home.
Hydroseeding '" 3,562 SF:t:
Sidewalk to be placed
l' from property line,
14' from bock of curb,
per pIon.
L
I
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"I
:"1
~I
22.4'
5001
1
I
1
1
1
1
'b
o
c:i
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I
I
1-
~
25'BL
25' DU&SE
.
TC=911.9
PfR PlAN
o
~
=~=
o
Assumed North
Scal. : I. = 3D'
Note:
This drawing is based on construction plans or record drawings,
and is not based upon a field survey. The Schneider Corporation
does not warrant the accuracy or sufficiency of this information.
Contractors should verify existing conditions prior to any
construction, Any discrepancy found on this drawing should be
reported to The Schneider Corporation immediately. foiling to do
so results in the contractors assumption of 011 liabnity.
Note:
The basement elevation, depicted hereon, has been determined
and based upon the pad grades and/or contours~taken from the
construction plans for this subdivision. Un~s stated In aHon
about fluctuating water tables, soD con '10115, or D t)pes he been
provided or stated on said plans, It is !Com ded that the asement
finished floor elevatioos be at least 0 tee (2') above the mal
pool elevation of any adplning bodi of w er, unless a stu y of facts
reveals otherwise. If during the ex voHoo process any groo d water is
witnessed, The Schneider Corporotl n should be notified I ediately.
The basement e1evatioo should be ised two feet (2') 0 ve the ground
water, and additional cOllstruction t niques should b incorporated to
alleviate future problems.
Note:
Bunder to ensure positive drainage
away from structure{s).
Note:
Sump pump(s) to b. placed by
buDder os needed,
Lot # 177
Vb04.0026329
I I
:M:
,'7-t',
Note:
Per Carmel zoning ordinonce 26.1.1 :
The residential district limits height to twenty-five
feet (25'), however 0 dwelling moy be increased in height
to thirty-five feet (35') provided the side ond rear yords
ore increased an odditional one foot (I') for eoch
one foot (1') the structure exceeds the first
twenty-five toot (25') in h.ight.
[]]I[] H.P
80. O'
_ _ _ lD' DU&SE __
IHY 8 ]:;
:Ii
PORCH
3' W TWOC"
31.0'-~ GARAIl:
N
..
It
26.0'
.80,00' . " .
WAU<
"
U6'
~T~B
FRY A; WSY
......"
~
~
Note:
This plot pion wos prepared at the dient's request
with out the benefit of a recorded plot. The buDder
/ contractor has been cautioned that the depleted
line wcrl: hereon is subject to change, at their expense.
----,-tt-
00
"
TC=911.1H
PER PlAN
TllU
ElEV=912,O
~
DOLAN WAY
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3M'
8
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-.-
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SIGNATURE :
DATE:
SIGNATURE REPRESENTS CONFIRUA nON Of REWPT Of PLOT PlAN BY aJSTOUER.
~
'=~ 1be Schneider CorporaUon
8901 au. A'enue
_rortH_
IlldJaJlApolla, IlldJaJIA 462l6-1037
317-828-7100
Schneider 31~-828-7200 rAI
Plot PlIIl Prepared for: RH. of INJlWI A
Lot' In. containing 10.400 s.r.:i:. In I]QM] Proposed Grades
Cl ~I- 000 0 Existing Grades
a,..-..e _000:0- Contour Grode
Section , 2 * Approx. Lateral Location
Instrument , 200400001341 - . _ Sanitary Sewer Lines
pc., ' Silde , 321 - ,,- Storm Sewer Lines
. ... - " - Water Service Lines
Cloy Twp. Hamlton County _ _ _ _ _ _ _ Sub-Surface Drain Lines
See 30. nllN. R3E . Manhoie (Sanitary or Storm)
4046 Dclllll Way (70' R/YI) . Beehive Inlet (Storm)
11II Curb Inlet (Stonm)
Prepcred Dote: 11/23/04 : By. HAD End Section (Stanm)
Proposed Buyer(s~ Jon Till &: .... Fire H!"rant
Connrnng Wang - . . . - . . . - Fiow Line of swale
".-. - Building Line (BL / BSL)
- - - - - - - Easement Line
~
-.,m,
Land8ca.po Archil.eclurill
Gl3.113
c.oJOD
Note:
This drawing is based on construction pions or record drawings,
and is not based upon 0 fi~d survey. The Schneider Corporation
does not warrant the accuracy or sufficiency of this information.
Contractors should verify existing conditions prior to any
construction. Any discrepancy found on this drawing should be
reported to The Schneider Corporation immediately. foiling to do
so results in the contractors assumption of all liability.
Plot Pion Legend
Community Restrictions;
Side Yard =N/A
Rear Yard = 20'
Aggregat. = 10' (B.H.)
Note:
The basement elevation, depicted hereon, ho's been determined
and based upon the pad grades and/or contours taken from the
construction plans for this subdivision. Unl stat.' no information
about fluctuating water tables, soB con ons, or so s been
provided or stated on said plans. It' recommen d thot the osement
fmished floor e1evotioos be at leas wo feet (2' , above the n ol
pool elevation of any adjoining b ies at woter, unless 0 stud at facts
reveals otherwise. If during the covation process any groun water is
witnessed, The Schneider CoI"poro ion should be notified im edlately.
The basement elevation should b raised two feet (2') 'lie the ground
water, and additional construction echnlques should in\:rated to
alle,;ate future problems. :- (\ ~
Note: If'\D
Builder to ensure positive drainage
away from structure(s).
Note:
Sump pump(s) to be placed by
bunder os needed.
Sanitary Sewer Casting Information
Upstream Manhole, TC= 913.60
Downstream Uanhole, TC= 911.20
per pion
rlflished Roor Elevation Information
Pod Grode = 913.8 per plan
Pod Grade + 0.7' = Garage FIT (914.5)
(Bsm!) Garo9' FIT + t.5' ~ Residential FIT (916.0)
Residential FIT - 9.0' = Basement FIT (907.0)
~.
3
\,
., .;!.. s.,,~(
TYPICAL SWALE SECTlON
Note : The garage finished noor elevation
is 2.5' above the curb at the drive, per plan.
Sod Calculations;
Drive =922 SH
Public Walk = 340 Sf i
Privet. Walk = 6 Sfi
Sad = 535 SYi , ~em
rear of home.
Hjdras..d~q = 3,582 Sfi
Sidewalk to be placed
l' from property line,
14' from bock of curb,
per pion.
L
I
I
~I
151
~I
22.4'
5001
I
I
I
I
I
I
I
I
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I
1-
o
o
d
,.,..,
~
25'BL
25' DU&SE
912.3
.
o
~
=~=
Assumed North
Scate : 1. = 30'
Detail of Ground/ Stann
Water now pattern for
individual Iota.
Lot # 177
Vb04,0026329
I I
I \ I I
,Ill
I I \:1
o
Note:
Per Carmel zoning ordinance 26.1.1 :
The residential district limits height to twentYjfive
feet (25'), however 0 dwelling may be increased in height
to thirty-five feet (35') provided the side and rear yards
are increased on additional one fool (1') for each
one foot (1') the structure exceeds the first
twenty-five feet (25') ~ height.
1912.51 H.P
80. 0'
_ _ _ 10' DU&SE __
43.6'
10' I
38.6'
''XT
'E<"
8
..
........roIl'
FRW.tWSV
""""'"
~ IlSIlHT
oJ
n
14.63' 8
PORCH
3' W TIll CAR
3t.O'-~ GNW:L
N
.80.00'
.
<
WAU<
......
~
I
I
<
TBU R CURB
ELEV=912.0 .
~ <
TC=91t.94 DOLAN WAY
PER PlAN
Note:
This plot pIon was prepared at the client's request
with out the benefit of a recarded plat. The buijder
/ contractor has been cautioned that the depicted
line work hereon is sub;eet to change, at their expense.
"
"
"
w"i
I
SiGNATURE :
DATE:
SiGNATURE REPRESENTS COlmRUA flllH Of RECEIPT Of PLOT PlAN BY CUSTOI.lER.
~.,
Schneider
The Sc1m.e1der CorporaUon
8901 ou. AVCDUO
IIlItoric forlllarrilon
Indlanapou.. indiana (0218-1087
S17-8211-71OO
817-828-7200 fAX
~
sw.0Jlnc
LandJc4pe .lrclIlteclule
GIS.IJS
CealoD
Note:
This drawing is bosed on construction pions or record drawings,
and is not based upon 0 field survey. The Schneider Corporation
does not warrant the accuracy or sufficiency of this information.
Contractors should verify existing conditions prior to any
construction. Any discrepancy found on this drawing should be
reported 10 The Schneider Corporation immediately; faUing to do
so results in the contractors assumption of all liability.
I
Plot Plan Prepared for: RH. of INDlNl' Plot Plan Legend
Lot I In, containing 10,400 5.F.:I:, In []Q[[J . Proposed Grades
aa~I""e 000 0 Existing Grades
J"""''' _000:0- Contour Grade
Section I 2 * Apprax. Laterai Location
Inabument , 200400001341 - . - Sanitary Sewer Lines
pc. I ~ Sllde I 321 -IT - Storm Sewer Lines
. ... - " - Water Service Lines
Coy TlIp, Hamlton County _ _ _ _ _ _ _ Sub-Surface Drain Lines
See 30. T1IlN, RJE . ~anhale (Sanitary or Storm)
4046 DoIon Way (70' R II1II . Beehive Iniet (Storm)
I "I" II1II Curl> Inlet (Storm)
Prepared Dote: 11/23/04 : By. III A D End Section (Storm)
Proposed Buyer(a): Jon Ton & .... Fire Hydront
Connrong Wong - . . . - . . . - Flow Line of swaie
1r Building Line (BL / BSL)
- - - - - - - Easement Line
Community Restrictions:
Side Yord =N/A
Reor Yard = 20'
Aggregote = 10' (B.H.)
Sanitary Sewer Costing InformatIon
Upstream ~onh~e, TC= 913.60
Downstream Uonhole, Te= 911.20
per pion
finished Floor Elevation Information
Pod Grode = 9118 per pIon
Pod Glade + 0.7' = Garage FFE (914.5)
(Bsmt) Gorage FFE + 1.5' = Residential FFE (916.0)
Residential FFE - 9.0' = Basement FFE (907.0)
I ~I. ~(
Note: The garage ftnlshed floor elevation ~
is 2.5' above the curb at tne drive, per pion. TYPICAL SWALE SECTION
Sod Calculations:
Drive =922 Sf':t:
Public Walk = 340 Sf:i:
Privote Walk = 6 SFi
Sod = 535 SYi , ~orn
rear of home.
H)'droseedilHJ = 3,582 Sf:i:
Sidewalk to be placed
l' from property line,
14' from bock of curb,
per pion.
L
I
!ll: 43.6'
51
~I
22.4'
5001
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1-
o
o
o
,...,
~
25'BL
25' DU&SE
912.3
.
~
~
=~=
~
Assumed North
Scale : l' = 30'
Note:
Bu~der to ensure positive drainoge
owoy from structure{s).
Note:
Sump pump(s) to be ploced by
buRder as needed.
lY A
Detail of Ground/ Storm
Water flow pattern for
Indi..,;duollots.
Lot # 177
Vb04,0026329
I I
Ihl
10'
I I \ I
Note:
Per Carmel zoning ordinance 26.1.1 :
The residential district limits height to twenty-five
feet (25'), however (] dwelling may be increased in height
to thirty-five feet (35') pravided the side and rear )(Irds
are increased an additional one toot (1') for each
one toot (1') the structure exceeds the first
twenty-five feet (25') in height.
1912.51 H.P
80. 0'
_ _ _ 10' DU&SE __
HNlRINGl(ltB
""'. ""
""""""
~
~
14.63' "8
PORCH
3' w
31.0'
'"
It
. 80.00'
10' i
38.6'
'''IJ'
"El"
o
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o
,...,
8
..
500
"""
500
PIlII1
'" ""'.
];; T ,..; l:; """
Oi
:S ~
9.6'
8 1llOCAA
~ """" - 6.5'
>
20.37'
25'
25' D
.
c:
.-
26.0'
.
WAU<
....
-r
I
I
c:
TB~ R CURB
ElfV=912.0 .
~ c:
DOLAN WAY
- ------ -- ----
" " " -"i
I
Note:
This plot pIon was prepared at the client's request
with out the benefit of a recorded plat. The buDder
/ contractor has been cautioned that the depicted
line wOl'k hereon is sub;eel to change, at their expense.
SIGNA lURE :
OAl[:
SIGNA lURE REPRESENTS COORR~A nON OF REOOPT OF PLOT PLAN BY CUSTOUER.
'.
~
1ho Schneider CorporatioD.
8901 ou. Avenue
Hlsloric Fort Harrison
IDdIuapolla, IDdWla 46216-1037
317-826-'7100
317-826-7200 fAX
En&inoorlni
SUn.ylna
landscape Architeclure
GIS olJll
c.ol'll'
I]!!Q]] Proposed Grades
000.0 Existing Grades
__ 000.0-- Contour Grode
* Apprax. Lateral Location
- . -, Sanitary Sewer Lines
- ar- Storm Sewer Lines
- 'W - Water Service Lines
- - - - - - - Sub-Surface Oraln Lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
l1li Curb Inlet (Storm)
D End Section (Stonm)
... Fire Hydrant
- 000 _ 0 0 0 - Flow Line of swale
Building Line (BL / BSL)
- - - - - - - Easement Line
Plot Pion Prepored for: R.Ho of INDI~ A
Lot' m. containing 10.400 5.fo:l:, in
Cla)boume
Section , 2
Instrument , 200400001341
Poe. , 3, Sl1de , 321
Clay Twp, Homlton County
Sec 30. TIBN, R3E
4046 DoIC1l Way (7ft R/'If)
Prepored Dote: 11/23/04 : By:
Propoeed Buyer(8~ Jon Ton Ie
Con~ong Wong
Piot Plan Legend
A
Community Restrictions:
Side Yard =N/A
Reor Yard = 20'
Aggregot. = 10' (B.H,)
Sanitary Sewer Casting Information
Upstream t.lanhole, Te= 913.60
Downstream Manhole, Te= 911.20
per plan
Finished Floor Elevation Information
Pad Grode = 913.8 per pion
Pod Grode + 0,]' = Garage ffE (914,5)
(Bsmt) Garage ffE + 1.5' = Residential ffE (916.0)
Residentiol ffE - 9.0' = Basement ffE (907,0)
, ~I ~<
Note: The garage finished floor elevation ~
is 2.5' above the curb at the drive, per plan. TYPICAL SWALE SECTION
Sod Calculations:
or;ve =922 SH
Public Walk = 340 Sf t
Private Walk = 6 Sf t
Sod = 535 5Yt , from
rear of home.
Hydroseeding = 3,562 Sft
Sidewalk to be placed
l' from property line,
14' from bock of curb,
per plan.
L
I
lJoIl
...1
>51
~I
22.4'
5001
I
1
1
I
1
1
i
I
1
I
1
I
1
I
1
I
1
1
I
1
1
1
1
1-
o
o
d
'"
~
---wBL
25' oU&:SE
912.3
I
~
~
=~=
~
Assumed North
Scale: 1. = 30'
Note:
This drawing is based on construction pions or record drawings,
and is not based upon a field survey. The Schneider Corporation
does not warrant the accuracy or sufficiency of this information.
Contractors should verify existing conditions prior to any
construction. Any discrepancy found on this drawing should be
reported to The Schneider Corporation immediately; foiling to do
so results in the coo tractors assumption of aU liability.
Note:
The basement elevation, depicted hereon, has been determined
and based upon the pod grades and/or cont rSloken from the
conslruction plans for this subdivision. Unle stated, no information
about fluctuating water tables, soU condi s, or so es has been
provided or stated on said plans. It is om ed that e basement
finished floor elevations be at least t fee (2') above the ormal
pool elevation of any adjoIning bodie of water, unless 0 stu y of facts
reveals otherwise. If during the exca ation process any groun water is
witnessed, The Schneider Corporation should be notified Imm diately.
The basement elevation should be rai~ed two feet (2') abov the ground
water, and additional construction techniques should be in parated to
olleviote future problems. \
Note:
Builder to ensure positive drainage
away from structure{s).
Note:
Sump pump(s) to be placed by
builder as needed.
DetaU of Ground/ Storm
Water flow pattern for
Individual lots.
Lot # 177
Vb04,0026329
I I
I \ I I
,[~L
I I \ II
Note:
Per Carmel zoning ordinance 26.1.1 :
The resIdential district limIts heIght to twenty-'five
feet (25'), however a dwelling may be ina-eased in height
to thirty-five feet (35') provided the side and reor )<Irds
ore increased on additional Ofle foot (1') for each
one foot (1') the structure exceeds the first
twenty-five feet (25') in height.
1912.51 H,P
_~o. ~&oU&:SE__
14,63' 8
PORCH
3' W 8 mCAA
31.0'-tli ""'"
'"
.t
180.00' I 0( I
WAU<
0(
43.6'
~
~
oj
~
"""""....
fRW.t WSY
"""'""
10' I
38.6'
,xt
"""
8
...
115llN1
1-
..... -.-
I
I
TBU R CURB
EtfV=912.0 .
<.illLQft) 0(
DOLAN WAY
\I \I \I -\Ii
I
Note:
This plot plan was prepared at the client's request
with out the benefit of 0 recorded plat. The bu~der
/ cOfltractor has been cautioned that the depicted
line work hereon is subject to change, at their expense.
SIGNA lURE :
DAlE:
SIGNA lURE REPRESENTS CONRRUA nON Of RECEiPT Of PLOT PlAN BY CUSTOMER.
"
~
The Schneider Corporation
8901 ot.iI Avenue
UiJt.orlc fort. HarriaoD
Indluapolia, IndiOlUl 46218-1037
317-1128-7100
317-1128-7200 F.lX
EDaIn-..
Surveylna
Landscape Arcb1t.ect~
GIS 'US
c.oJ'lY
A
Plot Plan Legend
[QQ[Q] Proposed Grades
000.0 Existing Grades
__ 000.0-- Contour Grode
* Approx. Lateral Location
- . - Sanitary Sewer lines
-II' - Storm Sewer Lines
- lJ -" Woter Service lines
- - - - - - - Sub-Surface Drain lines
. Monhoie (Sanitary or Storm)
. Beehive Inlet (Storm)
III Curb Inlet (Storm)
D End Section (Storm)
... Fire Hydrant
- .... <l _ ...... - Flow Line of swole
Building Line (BL / BSL)
- - - - - - - Easement Line
Plot Plan Prepared for: R.H. of INDINI6
lot # m, containing 10.400 5.F.:I:, In
C1a)boume
Section # 2
Instrument # 200400001341
P.c. # 3. Slide # 321
Clay Twp, Hamlton County
Sec 30, TIlIN, RJE
4046 Dolan Way (711 R/YI)
Prepared Date: 11/23/04: By:
Proposed Buyer(s~ Jon Tan "
eon,.ong Wang
Community Restrictions:
Side Yard =N/A
Rear Yard = 20'
Aggregate = 10' (B.H.)
Sanitary Sewer Casting Information
Upstream Manhole, Te= 913.60
Downstream Uonhole, TC= 911.20
per pion
n
~
=~=
FInished Floor Elevatioo Information
Pod Grode = 9118 per pIon
Pod Grade + 0.7' = Garage FIT (914.5)
(Bsmt) Garage FFE + 1.5' = Residential FIT (916.U)
Residential FIT - 9.0' = Basement FFE (907.0)
~, ~ o\'E
... :'
Note : The garage finished floor elevation
is 2.5' above the curb at the drive, per plan. TYPICAL SWALE SECTION
n
Assumed North
Scale: I" = 30'
Sod Calculations: .,
Drive =922 SFi ^;%
Public Walk = 340 SFt ,~
Privote Walk = 6 SF:t
Sod = 535 Sri , from
relY of home.
Hydroseeding = 3,582 Sft
Sidewalk to be placed I L
l' from property line, 1 I
14' from bock of curb, ~:
per pion. 1 43.6'
I
1 ~I
I ~I
1 22.4'
I 5001
1 I
1 b 1 ~
0 I oj
I d ~
,.,., I
1 ~
I 1
1 I
1 ~
I
1
1- 25'BL
25' DU&SE
Note:
This drawing is based on construction plans or record drawings,
and is not based upon a field survey. The Schneider Corporation
does not warrant the accuracy or sufficiency of this information,
Contractors should verify existing conditions prior to any
construction. Any discreponcy found on this drawing should be
reported to The Schneider Corporation immediot~y. failing to do
so results in the contractors assumption of all liability.
Note:
The basement elevation, depicted hereon, has been determined
and based upon the pad grades and/or contours token from the
construction plans for this subdivision. Unl~ stated ormation
about fluctuating water tables, soil con . OrIS, or n twes as been
provided or stated on said plans. ft . recamm . CJed that th basement
finished floor eleYCItions be at least wo feet (2') above the ormal
pool elevation of any adjoining bod' s of water, unless a st y of facts
reveals otherwise. If during the ex votioo process any gr d water is
witnessed, The Schneider Corporati should be notified I edlately.
The basement elevation should be ised two feet (2') ave the ground
water, and addltiooal construction t niques should incorporated to
alleviate future problems. J I ~)
Note: \..J^-'
Buader to ensure posltiye drainage
away from structure{s).
Note:
Sump pump(s) to be placed by
buDder os needed.
DetaR of Ground/ Storm
Water flow pattern for
individual lot~.
Lot # 177
Vb04,0026329
I I
I \ I I
ILL
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Note:
Per Carmel zoning ordinance 26.1.1 :
The residential district limits height to twenty-'five
feet (25'), however (] dwelling may be Increased in height
to thirty-five feet (35') provided the side and rear yards
are Increased on additional one foot (I') for each
one foot (1') the structure exceeds the first
twenty-five feet (25') in height.
1912.51 H.P
_ ~O, ~ 10' DU&SE __
912.3
,80.00'
,
Note:
This plot plOll was prepared at the client's request
with out the benefit of a recorded plot. The buader
/ contractor has been cautioned that the depleted
line wort< hereon is subject to change, at their expense.
38.6'
WAlK
10' I
,
,-
c
,
......
.....-
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IBM R CURB
mV=912.0 .
~ <
DOLAN WAY
W W W .Wi
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SIGNA lURE :
DATE:
SIGNA lURE REPRESENTS CONRRMA ~ON OF RECEIPT OF PLOT PlAN BY CUSTOMER.