HomeMy WebLinkAbout06040066 Site Plan
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PLEASE NOTE THAT THE STRAICHT UN OPE
Of THE DRIVEWAY fROM THE GARAGE FINISHED flOOR
ElEVA nON TO THE TOP Of THE CURB AT THE Cl:NTER
Of THE DRIVEWAY EXCl:EDS 5X AS PROPOSED. THIS SlOPE
IS BASED ON THE REOUlRED MINIMUM GARAGE FINISHED
flOOR ELEVA nON AND THE EXlSnNG TOP Of CURB ELEVA nON.
IT & MAILBOX TO BE
) PER SUBDIVISION
rs & RESTRICTIONS
BUiLDER MUST COMPLY WITH All
ORDINANCES GOVERNING SITE EROSION
& SED!\iEr;T CONTROL
~.,
hneider
TII. Sc:hnrh!er CorponUon
B901 00. A'ttft~
Hhtorlc Port HIIm.n
Indlamlpolh, Indlln. 4l1218-1031
311-828-1100
317-828-'7200 PAX
rn,t-na
.....,...
Lancbc:llpe An:bltadal't
CIS.IJS
Coolot1
Plot Pion legend
[lK!!l]] Proposed Grodes
000.0 E,isting Grodes
_000.0- Contour Grode
* Appro'- lolero! location
- . - Sanitary Seftr lines
-Ir- Storm Sewer lines
- v - Water Service lines
- - - - - - - Sub-Surface Drain lines
. Monhole (Sanilary ar Slorm)
. Boeh.. Inlet (Slorm)
III Curb Inlet (Slorm)
D End Section (Storm)
.... f.... H~onl
- ... - 0.0 -nowl,"! of swale
- Bu!ding line (Bt / BSl)
- - - - - - - Eosenent line
CII Prepal eel for:
Cj1t Mdlng Corp.
505, contaillng 8,487 SF ~ In
~ (J' YlESTCtAY
I , 5003
lent , 200400050897
3, Slide , 448
TI8CIty lite Street (50' R/W)
,IN 48032
III Date: 03/20jre : ~ .JQ
ity Restrictions:
~ = 5'
d - N/A
e . 20X at Selboc1<
Nole: Sonilory S......
Top of Cosling Informolion
Upslream Monhole, TC- 905.66
Oownslreom Monhole, TC- 905.28
n EI I. I I I' per record drawings.
oar evo Ion n ormo Ion
fe . 907.5 per pion .,. /).. Co 'J> Note: Bu!der to ensure
fe + 0.4' . Coroge m (~ ... .,. posil.. drainage away ~orn
Ie + 2.5' . Residence m~) , oft. '" struture(s).
01 m - 10.O't = Bosement m (900.0) Note: Sump pump(s) to be
to grade side yard swore
shown on this pion. If buader
10 ochieve positive drainoge owoy
IOSed structure. the engineer sholl
:ted. buider is not to deviate from
own on this pion without the consent
'1e The Schneider Corp. and Brenwick 0
pion W05 prepared
information token
rd pia Is, subdivision
ord drawings and
tided by client. II
ponsib!ity of the
o to verify site
prior to construction
, The SChneider
Brenwick Development
~oncie$.~ -
..,.<
'v~ ~~
TC=905.66 ",,-~ff1~ ~
- -PER RECORD--'f"iY9--~
DRAWING (f'"
BUILDER. TO IKSTAU. A
lEMPORARY CO?\lSTHCt~: rIO:\'
ENTRAKCE PJ{!(J1{ TO .'\~';'y
EARTH DISTLJ{!J,V\'Cl.:.l.~' rtVITY
-
-
Builder to conl8d P~E at BRlI1WldI
'710 1.71' 8180 to COOfdlI_1Iagglng of lhe WestCllly
S to' priv8te utlIItIos Builder will be l8SpOI'IsibIe for
d&mageI to street IlgIlt wiring and projec;t
llo1galioft &,*'11 caused by c:ontl'8Clors. Please
call 48 hours prior to start of construction to
::tc:.c:.I:fA 1nt".J:I.tA!':. ArA mmnleted orior to excavati/y
1 streets 'rom trucks
I to be deoned at
,f each day.
~d sUI fence to be used
ded 10 keep mud arr of
Id out of storm sewers.
129.78'
" 01.1
laterals
II curb
'ed:
arySewer
urfoce Drain ~ ~
,Ier lop to b
with granular
:J within 10- of
b.
30.67
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....,
ater top to be restor
~inal condition prior
Iction.~~
lack fill suggested
tlWay at sanitary sewer
nch, water line trench
Ither excavated areas.
'" occurs)
2,67'
): II'\,:
'"
,f utilities on plat plan
d localions per plan
I be m-ified in the field.
," . I, Dennis L Grumpp, duly Iieensed Land
IJ DEH.I TO I NS I AI.L Surveyor. Indiana I 50303. do
S IT FENCE OR hereby certify that in my opinion. if
PROVED EQUAL the finished grades ore constructed
as shown. the Surface Drainage on
the sub ;ect lat. will be satisfactory
for Residential Construction.
TC=905.28
PER RECORD
DRAWING
nary arees - Weslday) 'J E.!frC . ~,\ ,I..
I: YJ' ""Y 1';'-
ne: 2 stories Oll.P3:N (.E
age: SOX ~,.Nt.~ A..a.
ion shown is per pions :ir~~ "A... ~t.""
Ihe os-bunt elevation. !::tE'~i) .A.sel.t..~t,
lotion far the elevation d.
b.tween Ihe primary fin ed M,S:t1J.M.vt'\. TCl,~
lion to Ihe lop of be enl .Ps::"'~\2:...a:
, the bosement finished noar ..
'ed by the client. 8~.'Tl:>' t.~: I 150;- l .
f~oJ'(' YAO,O: C> ...:rl-l, u''''o/
$CPE. YA'-.O: 5 I ~iES~ ~l.V
~~'il. 'iA~t:>, 2'>'(1' FoP. ",Pii<.~~
Builder to contact M~ at 8nlnwic:k
574-3400 to coordinate the houlIe ma!IboIllJlld
yard light installation. Please call 2 weeks prlot
to installetion date.
Nole:
The basement el'evotion. depicted hereon. has been determined
and based upon the pad grades and/or contours taken from the
construction plans for this subdivision. Unless slated. no
information about ftuctualing water tables. soa conditions. or soa
types f'tos been provided or stated on said pions. It is
recommended that the basement finished noor elevations be at
leest t.., feel (21 ob.... the normal pool elevation or ony
adpining bodies of water. unle" 0 study of facts reveals
otherwise. If during the excovation process any ground water is
witnessed. The Schneider Corporation should be notified
immediately. The basement elevation should be raised Iwo feet
(2') ob.... the ground ..,ter, ond oddilional conslruction
techniques should be incorporaled to alleviate future problems.
MFPG 0"'" [\JI~J.\~t
_DOOi)
i~ROTEC
GRADE
: ~~?, 5
LOT # 505 !I
VB06,0050862 ~
TYPICAl SWAlE SECTlQN
o
~
<>]i:3.<>
o
Assumed Norlh
Scole : 1" . 20'
OttoJ of Ground
Woter now paltem.
BUILDER AND HOMt10WN\ll<
ASSUME ALL L1,\Il/l.ITY ,15S0
WITH THE CO\'ST!(\:C:T1m, OJ'
FLOOR FLEVAno~s HELD\
fvnNI~'1LT\i j.'LOftn ::~tCHEr~no:
[gJ
-M-
-w-
- - --
[H}fLDU;~ Str/'.i! ,'~()T AL :. ;.:
_ ELEVATIO:-.' I)j' O!-{,\I;-";/\(IF
SWALES, LVLETS, 171I\:E HYDRA:-;TS
WATER VALVES OP. ~lAN"IIOL~S '
BL1I.J)U~ ')"0 UTiLi?
T11M'S Al TOI' 0[; CUI
TO F..")T.\};: ::<H i.(/l" A:
STRUCTU1.. j :: j:\','\T!(
ilL"j .. g ~~
TOPOFC;
Ai' -Un- u
Clto?'!1
f 52.67
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BlJfLllliR SHALL NOT
ALTEJl EI.EVATlON
OF ^DJOI,\iER~ LOT
IJUILDEll TO/NS
SILT FENCE 0
APPIIOVED EQl
en
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O::EVl :=J
Ct:: a::: w ;....;..... V1
Q..LL..O::: ~ ~
1 6.58'
\o'l."} 5,2'
BUiLDER "II,) l:L; /\:\
MUD 'FRO.\i STREETS
.'\ND ^LLEYS Af THE
Et-.:D (JF EACH DAYS
COKS"'-f~t;("TIO~i /\CTI'/ITY
.,.,
:g
en
nurulliR SHALL ~O.i
AU'El( EITVATJUN
OF ^DJOI.~ERS LOT
~~~
~
BUll .DER SHALL HJ
ARLA ()I~' \-\/ATER '0
GHA.\TULAR M/(n
A.VD f<.ESTORE (;:;:0
ORICHS"',L c.; i,',!)l
BUILDER TO E:-ISURE
POSITIVE DRAINAGE
AWAY FllOM STRUcrURE
~~~
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. &ot~
t-~t,,"" ~
~~~
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IlUlLDER TO ENSURE
SEL>lMENT AND OR
EROSION nOES 1'OT
l.l:AVli'T'HE l.C1T