HomeMy WebLinkAbout06080140 Revision Info
REVISION / PLAN AMENDMENT
For New Single Family or "Other"Residential type permit projects
City of CarmeljDepartment of Community Services
Permit has been issued: V Yes _No, H yes, PERMIT #: D(PD?O/</O
BUILDER of NAME: I3EAZEK flOMES PHONE; ft./39S/Y F:3/7 ny- '107L
RECORD: .317
~ET ADDRESSA../ MEI':/ DI/I,J Jrc &:;: ~Alj)~L:5 L~ . ZIP:
-;z 0:2 . I.jfo;2 (.,0
BUILDER'S EMAIl ADDRESS: h BEST METHOD OF CONTAcr:
t-rne...rdf @ eqz.er, Com
lOCATION LDTj'oto< SUBDIVISION NAME: v: WE5/c'LliY SECTION: 0001
& PROJECT 'THE IL Lit G t; AT
INFO: ADDRESS OF CONSTRUCTION: tDt<SVTH 5rf!.EfT
/d7?5
NEW SQUARE FOOTAGE OR I NEW ESTIMATED COST 1 NEW FOUNDATION TYPE: ~ SLAB 0 CRAWL SPACE
AREA AFFECTED BY REVISION: OF CONSTRUCIJON: c:z 10 /0 D o POST & BEAM 0 BASEM NT (Walkout _ y _ N )
..L'
.--._,
IF PLANS FOR REVISION/AMENOMENT ARE PART OF THE MASTER PERMIT-PROGRAM; NA.ME OF MODEL AND REFERENCE #/lD OF
PLAN SPECIFICATIONS FOR THIS WORK: '. -\ i"=; X-~, i ::~; LJ ,'j _'::c:.': " "
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' j i r'--.-.---- ~ I \ ll\
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JESCRIPTION OF REVISION: MOVE
ii)\
EW DESIGNATION OF AREA OF WORK SOUARE FOOTAGE:
____~ -~_.--U---
BASEMENT 1 st Floor 2nd Floor 3'" Floor Front I --Rear Porch Total Sq.,J:t,_ '-.lTOTAl
(Rnished and Porch or of Garages
Unfinished) Sunroom
1:2 5D 931 cJyo /;;20 Ijoo d9 'II
.Rt;/ -=
'~,"'.~,-,,- ....'...lli"~_M."'"M'"..~..=-.,~""""1."e ","",.=
"'thin 180 days of the date of issuance of the buildingpennit, and must be completed (Ce .. e fiib~/R5l!t1p.I" nths ofthe
uance date. Class [ structure pennits are subject to the General Administrative EXl1l/!ltJ/l 1Il8drlio&W fJa~m ~g expiration
timeframes for beginning and co~e c n cfiJ@MMU{;t 7:Yc s,
''"~--.~''''.~--...,''"._"OO,~_,.,_" ''''~-.! "t;Atit".
ctures requested hy this application will comply witb, and conform to, all applicable laws of tbe ta Ia~ '1i . ce of Carmel
ana -1993" (Z-289) and amendmenrs, adopted under authoriryof LC 36-7 et seq, General Assembly of M1~~ 'ana, ndatory
eto. I also Certify th" only kitchen, barh, and floor drains are connected to the sanitary seWer. [further cert' y, r the penalties of Perjury (Indiana
e 35-44-2_1) that all of the information [ have provided in this Application and other documentation is true and accurare to the best of my
Nledge and belief, and that I have not knowingly or intentionally provided or Omitted any informarion that would tend to hide, obscure, or
rwise mislead the Depe of Community Services regarding the trurh of the matters addressed. I also agree that the construction will not be used
'Cupied until a Certificate of Occupancy has been issued by the Depactment of Community Services, Carmel, Indiana.
Jrc;:..~A.I-!-1 'IIA MEf!..R../TT /,1&-07
lture of Owner or AuthoriZed Agent Print Date
,
IL-~,/ I
-------1 !
I
CEUSEONlY:************************************************************************
NEW INSPECTIONS REQUIRED:
PLAN AMENDMENT/REVISION FEE:
ADDffiONAL SQUARE FOOTAGE:
NEW INSPECTIONS REQUIRED:
(If additional inspections other than what already remain on
'per Footing lOwer Footing Under Slab
~uJlh In M,eter Base Final. Site
N, ,...0(/:'+10"';"\ L---')?t.-<-7. ""-r
~
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=djAppr ved: Dept. of Community Services
'Forms/Plan mend Residential
?
...,
chneider
The Schneider CorporaUon
8901 Otis .benne
Hlstoric fort Harrison
IndImapolla, indIAnA 46218-1037
317-628-7100
S17-wl-7200 P.II
Kn&IIl...ma
s.r..,toc
Lon_po Arclrlleclure
GIll.1lS
Gool'IT
l Plot Plan Prepared For: Beozer Homes
# 1082, BLOCK "K"
, Village of West cloy
:tlon # 6001
TR. # 200500080672
3, SliDE 790
nilton County, Cloy Township
: 29, T18N, R03E
'85 FORSYTH STREET (50' R/wl
mel, IN 46032
'pared Date: 07/20/06: By: KAG
munity Restrictions:
Yard = 5' MIN (ONE ~DE)
. Yard = N/A
'egot. = 20l lOT 'MDrn, MIN. 5' ONE ~DE
Pial Plan legend
~ Proposed Grades
000.0 Existing Grades
__ 000.0-- Contour Grode
* Approx. Lateral Location
- . - Sanitary Sewer Unas
-1'1'- Storm Sewer Lines
- w - Water Service Unes
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Storm)
. Beehive Inl.t (Storm)
l1li Curb Inlet (Storm)
o End Seclion (Storm)
... Fire H)'!ront
_ 0 0 0 _ 0 0 0 - Flow Line of swale
- - Building Une (BL / BSL)
- - - - - - - Easement Line
.
contractor Is to maintain a minimum
nee of ten feet (10') b.tween the
cry sewer and water line laterals.
hed Floor Elevation Informolion
Grode = 906.4 per plan
of Pavement (E.O.P.) = 910.7 ( hlghpolnt )
'. + 0.2' = Garage FFE ( 910.9)
j' FFE + 0.67' = Residential FFE (911.6
Note: Sanitary Sewer
Top of Castin9 Information
Upstream Manhole, TC= 90B.62
Downstream Manhole, TC= 908.55
Per Record
,d Cover Caiculotions:
= 158 SH
: Walk = 177 SH
:e Walk =61 SFi:
Yard = 693 SFi:
,95 SYi:
'ront and Side,
Ieluding Bock and 3' Flower Bed.
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. Controctors should
verify existing conditions prior to any construction.
Any discrepancy found on this drowing should be
reported to The Schneider Corporotion immediately.
failing to do so results in the contractors assumption
of 011 liabmty.
Note: Per Carmel zoning ordinance 26.1.1 : The
residential district limits height to twenty-five feet
(25'), however 0 dwelUng moy be increased in height
to thirty-five feet. (35') provided the side ond reor
)Ords ore increased on odditional one foot (1') for
each one foot (1') the structure exceeds the first
twenty-five feet (25') in height.
LOT # 1082
VB # 06.058388
o
~~
c:J~c:J TYPICAL SWALE SECTION
o
Assumed North
I
10 20
.} .,
SCAUE ,. - 20'
STR.# 141
TC=908.62
PER RECORD
DRA\\1NG
0'"
CL
~
LU.UU
41.00'
" 20.00'
:;a;aC:S5 a C'>
:;a N > N
Ul ~3::~~-l (") aUl :;a !=>
::c o~ >
: <l'8.00' ~ 0[1:0 a N 0
rT'l3:: _:::tJ-=N=o CD q", C'> 9.
zV>>>~ '" ,...,
PI -< -z ~ q 20.00'
N
"
a
:;a
(") 17.83'
::c 45.0'
29.0'
I- B-B
W 10.5' :
,~ PER PLAN I
10.51- :
en ml
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)00 HAZARD STATEMENT
CERllFlCA llON
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~~tG'\S'Tt'~;(~
~/''<- No. 0.......;0%
i 50303 \ ~
\. STATE OF .i ~
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'ing is nol intet: 10 ~e :epresented os 0 retrocemenl or
oundory survey, a route survey, or 0 Surveyor Location Report.
zard Statement: The accuracy of any flood hazard data shown on this report is subject to
; uncertainty and to any other uncertainty in location or elevation on the referenced flood
rate map. ALL of the within described land DOES NOT lie within that special flood hazard
1S said land plots by scale on flood insurance rate map #18057C 0205 F for the City of
ldiana dated February 19, 2003.
115.5
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0"
CL
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REV1~ON 12
REV1SEO HOUSE TO
MATCH NEW PLANS
1b06.0065BJO
'2-12-06 AMA
STR.' 140
TC=908.55
PER RECORD
DRA\\1NG
REVt~ON 11
MOlE) FORWARD
PER CUENlS REQUEST
1b06.0065347
12-11-06 AMA
~~
chneider
The Schneider Corporation
B901 Otis Avenue
Historic Fort Harrison
Indianapolill, Indiena 4621B-1037
317-B2B-7100
317-B2B-7200 FAX
Exhibit Prepored For: Beozer Homes
# 1082-1085 Block "K" (40,389 SF)
Village af Westclay
on # 6001
t # 200500080672
I, SLlOE 790
Iton County, Cloy Township
29, TI8N, R03E
;YTH STREET (50' R/W)
ei, IN 46032
ored Dote: 07/20/06: By: KAG
Tlunity Restrictions:
Yord = 5' Minimum on one side
Yard = Nane
egate = 20% of iot width ot building line.
19 = PUO
1Bd ~oor Elevation Information
Grode = 906.4 per plan
of Pavement (E.O.P.) = 910.7 ( hlghpolnt )
'. + 0.2' = Garage m ( 910.9)
ge m + 0.67' = Residential FFE (911.6
JNO COVER CALCULA1l0N:
ESX4=632SF
ATE WALKS X 4 = 244 SF
dC WALK = 1,165 SF
) = 1,641 SF
= 453 SY
) FRONT AND SIDES, NOT INCLUDING
K AND 3' FLOWER BED.)
e: Sanitary Sewer
of Costing Information
,treom Manhole, TC= 907.54
mstreom Monhole, TC= 905,66
Record Drawing
'T #1082 - 12785 FORSYTH SlREET
\Il06.0058J88
'T #1083 - 12791 FORSYTH SlREET
\Il06.005B389
'T #IOB< - 12809 FORSYTH SlREET
\Il06.0058J90
IT #1085 - 12815 FORSYTH SlREET
\Il06.00S8391
FLOOD HAZARD STATEMENT
CERllFICA 1l0N
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#' ~';}.......:.....v4'~~
ff~,.{G\S Te~e-....4T....o~
""<;:::,....~ No O....;t>?,
i ! 50303 ) j
'" ". STATE OF... '"
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l.L. 29
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_I 10.5' PER
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Engineering
Surv.Yin8
Landscape Architecture
GIS' US
Geology
Plot Plan Legend
I 000,0 I Proposed Grades
000.0 Existing Grades
___ 000.0-- Contour Grode
* Approx. Laterol Location
I Sanitary Sewer Lines
IT Storm Sewer Lines
_ .. Water Service Lines
_ _ _ _ _ - - Sub-Surface Drain Lines
e Manhole (Sanitory or Storm)
. Beehive Inlet (Storm)
IllIl Curb Inlet (Storm)
D End Section (Storm)
)ID.. Fire Hydrant
_ 0 0 0 _ 0 0 0 - Flow Line of swole
Building Line (BL / BSL)
_ _ _ - - - - Easement Line
Note:
The contractor Is to maIntain a mInimum
distance of ten feet (10') between the
sanltory sewer and water line laterols.
;
I
0.5' I
PLAN I
.0'
-8
I
0.5' I
PLAN
I
~I
.o'~ I
-8 I
0.5' I
PLAN I
,0'
-8
n "
RE\\SION #2
RE\\SED HOUSE TO
MATCH NEW PLANS
12-12-06 /JjA
RE\\S10N #1
MOIUl FORWARO
PER CUENTS REQUEST
12-11-06/JjA
Nole:
This drawing is based on construction plans or record dro
is not based upon a field survey. The Schneider Corporot;,
not warrant the accuracy or sufficiency of this informallo,
Contractors should verify existing conditions prior to any
construction. Any discreponcy found on this drawing shaul
reported to The Schneider Corporation immediately. failing
result, in the contractors assumption of all Iiobnity.
~
~
=~=
~
Assumed North
~O
SCALE I' = 3D'
SIlt, 1<0
ro-IOO."
""'RECalll
ORA'MHe
Oetoil of Ground/ Sl
Water flow pattern
Indlvlduollols.
[
E
[
Note: Builder to ensure
dralnoge away from str
~
Ii
4, !, t
TYPICAL SWALE SECTION
d Hazard Statement: The aCGuracy of any flood hazard data shown on this report is
let to map scale uncertainty and to any other uncertainty in location or elevation on the
3nced flood insurance rate map. ALL of the within described land DOES NOT lie within
special flood hazard zone AE as said land plots by scale on flood insurance rate map
'57C 0205 F for the City 01 Carmel, Indiana dated February 19, 2003,
Note: Per Carmel zoning ordinance 26.1.1 : The residential
limits height to twenty-five feet (25'), however 0 dwel1lng
increased In height to thirty-five feet (35') provided the,
rear yards ore Increased an additional one foot (1') for ec
foot (1') the ,tructure exceeds the first twenty-five feet I
heigh 1.