HomeMy WebLinkAbout04070042 Site Plan 7Ae'.9chndder Carporelim.. �inro!W NOie: .
. BaoYOU.e,euue sona� . This�.drawing Is based'on conslruclion plans or record drawings,
eietadc'Port�Nerrison Imaecape4ewtecwro and is�not tiosed�upon a field survey. The Schneider Coryaation
Iummepotis;�uacma�t2te-�os7 ci9•us does':not wartdnt`the ucwracy orsufficiency ot this Informatian:
a1�=eze-m°° �°� Contracto�s should ve�ify ezisling conditions prior ta any
� • 9�7-e2e-7'mo Pu conetructlon. Any disuepancy found on this drawing should be
repwlad`to The SchneiderCorporatlon Immadiatdy, failing to do
-" Plot Plan�Legend' so resulls�in the contihctors assumptlon�of�dll Iiablity. ,
Plot Plm:FrepmeA,-fa: ',R�iand Homes
Lot / 104, tontalning 13,718 SF:f, ln �0 Proposed Grades Note:
pa p 000,0 Ezis�ing Grades The basement demtion, depict<d hereon, h Eem determined
��A .� �000.0� Contour Grade � find.based upon lha pad ryades ond/or c -,a han the
o �k Appros. Lateral Locotion CIX19�NCUOf1 plws�for �AI9 911EEIN910f1 Unle s�ataled, n mfamoHm
b8WR1E11����}{���� �.t.— $onitary$ewer Lines �.o6au4 flucluating ratc tables, sod condili s, a soB�t�p hos.been
P.�.. �, 3, $� O � —R— Storm Sewer Lines proNded a stated on said plans;ItJs rec mended lhal e bosemenC
qa •T HamYtm Count — " Water $ernce Lines finished floor elewtions ba atieast two f (2') atiow th normal
--y �� - y - - --- - - Sub-Surface Drain Lines . p� demUon of�any ad'pining bodies of w er, unless a sl dy o(.facte
�$lCs� ��� (Z� - 6 lAOnhde (Sandary-_or,Sform� '.reveuls�olherxise.Jf during Ne excawlian p oc�vs ony gra d.watx is
��� " � � — ___ � a� —Flow ILinet�ofSswtlle ) , �Theddtenhilure problemssWlctioo1�tec6olques �0notitied im � diotd.
13188 Amwdson Dii�e (50' R/N� �„ � Vw�inassed'The Schneider Capwalion shauld e
�Ot« � � � : B et,(2) a6o� '+the rouk
�� � � x . �� End Section $torm �ouldrbe h ryaal [�,.
� 8, ,!� Flre H mnl �r
Bf�l qlf�8tOp1E� � �!0 �d18 _ _ guildin Line BL BSL
. 9 � � � I Note:
— Easemenl Line i
� Community Reslrictions: � BuBde to�enwre positive drainage
Side Yard =N/A awayiran slruture(s). Delai af Crand/ �
Rear Yard�= 20� Sanitary.Serw�Castbg Infarmalian Nole: Wala�flow paltcn in
Aggregate�.=�10"(B.H:). Upstream Nanhde, TC= 915.30 Q Sump pump(s) to De placed by Indiddual lots.
�Downstrehm`Nonhde, TC= 916.30 budder as needed. I I
finished Floor Elevatlm"Informohon pw Dlun
Pad Grada=�>9171 per plan
aaa c�aae i:o� Garage FFE (9178) LOt # �O4 t I
(Bsml) Cardge FFE + I S ='Residrnliol FFE,(919i3) I \.)
Res�denhd FiE 90 - aa��t ��::e9,o.3> :�:�Vb04.0019296 i r � �
Note : 7he;garoge�finishM floor elewtian i Q
Is,3.0� abdwithe curbpElhe�:driva, pa plon. ° E
� Assumed North�
Sod Calalations f- Scale::�1�'=��30' Nata
Driw -��1;201iSFt trricn� sw,ae secnai � - per Cartnel zoning;ardinmce 26.1.1 :
Publk Wdk�,= 534'SFt; �The residentiab:dislricC.limits helght to twenl�five
Pdwte Walk = 205�.SF} feet (25'), however�a:dwdling maybe inaeased 'n height '
Sod � 6N SYf�, fian to thGty-flve�Jeat (35�) Drooided�Ue side and roar yvrds
rear of Aane.
Hydioseedhg=�1,126::SFt are inumsed.an addillond one (oot (1�) fa aach
Sod package�=�557 SY4 , hom ��.���'.��� �hf 9WCWR�EMCLEL9 �FIE frsl
SOU line Nola twenly-flro feet (25') in helghl.
llie caniracta�ls to malnlain a minimum
distanie�of ten feet (10�)'beMeen�fhe
smilry sewar ond waler lina laleFds:
Sldewolk',to,be placed
1' fran�.:properly line,
4', fiad�.6ack ot arb,
per plan.
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° � 52:2� 915:6� W=915.30� 1� �qa �
PER'PLAN-�� r �
� 130.84' —�W6 � �
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i � i 30.0' 25.a' N�� i i �
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I n I 70:7s�� -2s,o'. '3 i > i
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a� I 48.0' 2e�@ ,c� � � �m '
� I b € -10.00', � ,I� j� z i
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' '-� 43.3' S.00'g "d�' - -� M i � (n i
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16.4' �`3j.E�., . TC=916:J0 ; �
PQt PLAN � i
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9GNANRE';:. .DAIE:
�� 9plANRE REPRESEN75 CONFlRMA710N OF RECEIPT OF PLOT�PI.AN.BY�CUSTOYER:
� .ne sennelaer.corpol.uou ,�uemint. �Note:
e�oi��oua eom�e' � sonejw� This drawing is based on construcHon plans or record drawings,
' m.torlc 7oit llenisou� ��+w v'emtectun ond is not-based upon a fidd survey. The Schneidar Corporolion
IumwPaB., ma�.�e2le-1o57 cts�•tis�� does not warrant the accuwcy or suffciency af this Information.
9��-�'n� �°0�0� Controctors should verify�existing condiUons prla to any
' �p�,�p. 917-��n� �� construction. Any�disaepancy found on this drawing shauld be
t14.tl�i0 reported to The Schneider Corpomtian immediatdy, foiling lo do
PIot;Plm Piep�ed for: R�laid Hanes-
Plot Plan Legend so resNts in the contractors ussumption ofall liability.
Lot�' 104, cmtalnhg 13,718 SF.t, b 000.o Proposed Graees Note:
���e 000.0 Exisling Giades The basemenl dewlion, depicted hereon, has een determined
�� 4�2 �000.0-� Contour Grade pnd based upon lhe pad 9radas and/or con a hom the
�k Appro%. Lateral Location crosWction plans iw Lhis subOidsion. Unl s� ted, infarmation
�8���t ����� � E � $anilary $ewer LineS abat fluchating walv lables, soa conditi , a sol t es has 6een
P.e. p �, s 8 az� —m— sto� Sewer Lines prodded a stuted on soid plans. It is r mended lho the hosemenl
p0 T ,.Hanitan,Count — "— WOt�r $ernce Lines . finished Roor elewtions be at least tro eet(27 atiaw t e narmd �
y � � y -�- -- --- Sub-Surface Droin Lines pooi.elevatlon of ony adpining bodies of water, unlesa o udy of focts
.$!C �. ��� R�� Ci A1onhWe (Sanilnry orSlorm� reveals olherwise If,during the acavoh process any gr nd walu is
�3�� �IIIW�80f1 �f(Np �r,1�' R� � Beehive:lnlet�(Storm). witnessed The Schneider Corpwatron sh uld ba natifed m ediotely.
p,,.,,,�.,� �Ota � � �� B � Curb,Rlnlet,(Storm� � � Tlie 6asement dev'utianlshauld be rais lwo feel''(2) 06 iheYgiand
'�'°�^""' � � �. _ ��� End��Seclion'(Slam� �wa(er, and odditionol c no stn'WCtio`n lech Iques should be` ryofo to
P/Opp9ld By�B�: J!� Fire�Hydrdnt olledate luture problems.
&� ���� � � ��$ —_— �_� —Flow Line of swale
— Building Line (BL /BSl) Note:
Canmunily Reslriclionm - - - - -- ` Easemen� Line I .Budder to ensum positive Mainaga
Side Yvd =N/A - away from sWtura(s). Deta of�O n /Slorm
Rear Yard = 20� 'Sanitary Serm CosHng In(ormation Woter Aor un fa
Note:
,Aggregate+=�10' (B.HJ� ,Upslream Ilanhde, TC= 915.30 indiNdual lots.
� � Downstieqm Alanhole, TC= 916.70 Q Sump pumy(s) lo be placed by
Finlshed Floor Elevatlon Infomi6tion per D�oP buider as needed I I
Pad Gade=�9171 pa pibn
Pad Gade.+;07 ��a9B �,�9,�.e�� Lot # 104 ���
(Bsmt) Gwage FFE + 1 5 =�ResldenUd;FfE (919:3) �o Vb04.0019296
�ResidentiN FFE�.-�,9.0' = Bhumml FFE,(9103)�, i / ` j
i
Note : The�gamge finished floar�elewhon � O
Is 30� above'�lha curb•al�the kive, per.plan•, ;�i. ° E
� ,� �� Assumed Narlh
Sad Calalodonx '� � . Scale f"1' =�30' Nole:
Driw = 1;201 SFt ttvic,LL sw�iTE��sECnoH pe� Cormel :oning:adinance.26.1.1 :
Publk�Wdk'= 531153� The.residentidl districl limits helght to lwent�flva
Pr(mtaWOlk = 205�SFt (eet (25'), however a dwelling maybe inueased in heighl �
Sod = 674!SY3 ,.kdm lo thlrty-five teet�.(35) provided tha sida ond rear yards
rear;iofFomk� ore increosed on addilional one fooY 1 for each
HydroxeAinq =1,426 SFf . . ( ��
'Sod;package =��557 SYt , hpn one fool (1�) the�strudurrexceeds the fvat
SOD line Note: twenty-fve taet (25) In hdight.
The conUacta le�to��malntain a:minimum
distance o( tm tcet (10')between the
sonitry sewer ond�water line lalerals.
SldewWk lo be;placed
I°froin propeityiiner
4'�fran'bqck of curb;
pa,plan.
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�� � �52.2� 915.6. TC=915.J0.= . 1� .�m`� �
, PER PLAN `- r > i Z�l
� � 130.84' -�w� I
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I o I 30.0' 25.0' � i
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I � I 30.75" 26.0' ; � w i
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nl I 48.0' 2812 '�.� �� � �
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'-� � 43.3' S.00' $ m � �c- a i � (/') i
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,6.4, 131.61' I TC=916.30 � �'
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SGNAIURE : DAIE:
SGNANRE�RFPRE54115 CONFlRIIATION OF RECEIPT OF PLOT PLW BY CUSTOAIFR.
I�
-
Y��D Rider fo Agreemenf of Sale
between Brian,(Ctiris) Christopher Walls and Dea 'Walls, Buyer(s)
and
The Ryland Group'; Seller
i
Net Effect
as ofSelection Sheet o.dereycarego.y
Claybourne Estates 51304 - 03513040000
�ate,Frinted� June,28;2004; Preparetl-8y: Team Scott/Huang
� Lot'Address�� `I3166AMUNDSONDRIVE
. __ . , _. ...
Wes�sld,IN 46074� �
Lot: 0104 � Contract Date: June 26, 2004
PlanlElev: KESSLER C-BSMT-2817 (C2) � I Estimated Close:
�^n9� Right
-. . . . .. ._ . . .
.::� . "'.�'�i°,�i�" . ' " �"„�. . �� `psheS �q�, _ �
E._.. �t�l. .. 'zFG .m 'f --.....:. .. 1t�1. .. .�T .
OoHonNumber t'olndC.ocation. j]yap�j� �eseFiotion � � FrirndndPriee
A215001� �/ 1 ExteriorTrim
..A215110 ,� 7 BRICK�SIDE5
.,. . . . .r- N k �7� �` , t : it��! ' .. rv� €� +�* R 4F
�
�,
lis .. �- �.�w. ,.;r,..�� ,..��L,�x�.r .. ac s�;=��, ..�"a*'�.�.`h�� .� „�.,� .:n
� .�+:. w.w. .,a » -- .
;OnHOnN���mtirr - "COl^�/LocaHom. �'Qyapjj(y Deseriotlon EstendedP�iee
A155�10 </, 1 InteriorGasFireplace,
� 4 �.� ,y.�. . :: � t L`t ..0 sffi".Ai t .sauA�Y.: .. 5 - �
�"' ,r� �� � °�, ..,.>��' , �vk�anUso� 9 U_ .�ne�n9 �',�.*.^�`.a, � r'�
�. ., �n_ _�
Ontlnn Nnmtier PolndLnraNnn Qjj�p(�(� �eeeiletlon � - �- � � Fxtondn.±Pdce
A290101 / � 1 Soddetl Rear Yard.J up to300 SV
r"sH-. �.,, .�,; ,�°::.,.» .2� ;�� ., i� -+ .-
. ..,- �...,. ,� ,.,,. . _.,.. ...
� ..R�-.G.,.�S:. . � '.�w'��e a-. _ +�...�'.,�_ .�
_ . .,t � . :...._
Oo[ien Nnmbe� QpfpdLocation�� jZjjy�' �pescrioHon Frtentletl Price
A1Z1301 ! Y Cathedra(Cerling Ld'Master
A114043 / 1 Study Iloliv Room�(ind glass doo�s wltransom)
A716888 / 1 Additional Bathmom
A710004 / 1 Full Bzsement(adds 458 sq,fl)
A116001 / 1 4'Family,ROOm/NookE#n�"(adds408�sqtt)
� t :�. . ...� . . . . i
�$ {��/'� .5.. u b" Au£JK .
'� i*"$� .e •�� � kY/' . ��.� , iu� YR3
v .' ':i I ' . ...._ � .. .•
Oplion NurvmbeP ('oled6ecatlon Qyepjjly Dva���otion� � � � Fsfendotl Priee
A140001 / 1 VNntlow @bsmf landing
Buyer's Initials �BuyePs Initials
CLEAR Net Effed(Rev01/29104) 1753335 Page t of Y2 C2004, The Ryland�Group, Inc.
• '
- ne�sehnewa corpor.Uou� �µo,eriry Note:
B9ot,aus'e.enu< siv+erry . This drawing is based:.on constructlon plans or record drawings,
�lorlc�PoA'9arziwn Innascape em�tactura and.is�not based,�.upon o'field survey. The Schneider Corpaatian
lumeonpow.�l�abm reae-�o59 cls•us does nol wavanl�ttie�accuracy or su�fciency of this�Infortnation.
317-eze-noo �°°�°° �Contractors should�verify existing�condltions pda lo any
���I_�_ _ 9�7-B2e-720o P�Y construction.Any discrepancy�found on this�;drawing should be
� reparted to The Schneider Caipomtion immediatdy, failing�to do
Pbt Plmi PrepQed,far: Ryland Homee Plot Plan Legend. so results.in'the contmctors assumption of'all liability.
CoYJ 104, cantalnhg 13,718 SF.f, In 000.o Proposed Grades Note:
pQ��s pppp Ezisting Grades I The basement dewtion, depicted hneon, hos bem detmnined
�� o .� �-000.0� Contour Grode ond based upon tha�pad gmdas and/w canloVrs tuken han the
��k Approx. Loteral Locotion constructim pluns for this subdidsion. Unle eto[ information
�IIaWmEllt'������ � t��— Sanitary Sewer Lines oboul Au<twting water tables, soi condif s,.a�sol t s�has.been
P.C. � 3, 9 �321 —m— Storm Sewer Lines proHded a stated an said plans. It is r ommended tha the'basemenl
;p0 T �H�nHton Camt — � — WOter $ernce LineS finished floor eievatiws be at least tw feet (2') a6ave e normal.
Y �� y - --�— -- -°Sub-Surface�;.Drain Lines poq elewtlon of any ad'pining bodies f water, unless sWdy.of facts
�$l,CE� ��, R� "i6� - Manhole�(Sanitary�:ww5torm) reroals olhenise If dunng the excu im proase. grand watu�is
13����� �,�( B� .,, �� Beehive Inlel ($torm��� witnassediThe Schneidar Coryaalion ould be -� ied�immediutely.
� - / i ` � .,,� Cur6'Mlet ($tam� � The?hmement devalion ahald be i8is wo (eN,�(2) abave'the grand �
p End $ection ($torm� water, anQ.additiai8l const'ru'ctiom techniques�`ould be incorporaled�:tm
,,,Y000..�Q� 8. � Fire Hyilrant olleNate futuro problems. �
�&� ��� & � �'8 —�— a�� —Flow Line of swole
Building Line (BL / BSL) Nalei
— Easement Line
Canmumty Reslnclions � � �BuBder to enwre positive drainoge .
��Side Yard'=N/A away frwn shvlura(s). Deta9bf Stam
Rear Yard =f20� SoMtary Sewer Casting Informatim Nole: 'Mulu floW pattem fw
Aggregole = 10°(B.Ht). Upstrean Manhde, TC=-915.30 � $�mp pump(s) to 6e ploced by Ndihdual.lots.
,Downstream Alanhde, TC= 916.30 budda as.needed. I I
Fmished Floor Eleva6m Infarmation per Dlan
Pad Grade=a9171 pa plon � I��
aaa c�aaa + o> �a�o9e� �9,r.s� Lot # 104
(Bsmt) Gmage FFE + 1.5 =�Resldenliol�FFE (919.3)
Residential FFE ..9.0' Bhsanmt FFE�(91D.3) � Vb04,0019296 i � � i
Note : The'garage°finished floar elewtion a 0
ie 3.O��abova'tha cuh at'the drive, per�plm. ° E ,
�+ � Assumed North�
Sad Cdalotionx - ' Scnle r'�P�=30' Note:
Drive 1;201 SFt rrPic,u.swu.[-:sECnCN � Per�Carmel zonin �ordinance 26.1.1 :
Publk�Wdk��= 531�.SF}. The residendal d'strict limits helght to �went�five
Prlwle.Wdk�= 205�SFf (ee� (25'),�howe�er�h dwelling�muybe Increuaed in halghl
Sod =�674 SY3 ,.fran .
rear ol�hana. to Ntrty-flve'feeh.(35�),proddad�Na side and�rew yvrds
H�drauedBq = 1,426 SF} are inaeased an addiQonal-ona�foot (P) fa each
Sad paddge = 557 SYt , kan aie��foot{1') lhaslrucWre eicads the�firsl
SOD lina Nola twent�(ve'feet (25') in height.
The canUactor is ta.mainlain a mNimum
distwce.of ten.feet.(10') 6etween Ue
sanitry sewer and wala lina loierds.
Sidewalk to ba placed
l' from prapatyiine, '
4'�ham back of curb,
per plan:
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� � 52:2� 915.6 TC=915.J0.- f .F ' � m a �
' PER PUJI.^ - > i ��
� � 130:84' -�w� �
y N8� ' I
� ? I 30.0 YSO' � I
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.� � � 30.75 26.0' 3 i � i
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tl� I 48A� �28�12, �`� I � ' �
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'-� 43.3' S.uo'8 m �iF « i � C/) �
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is.a, 131.61� I TC=916.3 � i
. PER PLAN i �I
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916:1 � i�
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9GNANRE.: DAIE:
9GNANRE';REPRESEN7S-CONFlRIAA710N OF RECFJPT OF PLOT PIAN BY CUSi011ER.
� .. � . 7ha.9chueldu Corporstlm 6odoaviry Nole:
�eeoi:ais evwu� sw.e�: This drawing is tiused on constructton plans or record drawings,
�tuArPM IieRlwu �Imdecgpe lrcwt«�ura aad'is nol based upon u field survey. The Schneider Cwporalion
bai.mpoW,'indseoe�e2�e-�os7 d�s•us dces not warrant the:�accuracy or sufficiency o� this Information.
- � y 9t7���'�� �°O�Oo Contractors should�veiify•ezisting conditions prior to any
p/+��e 914-828-7200 P1Y conslructian. My discrepancy faund on.this drawing should be
9�.6�'i9 reparted to The Schneider Coipor6liai fmmediatdy, failing to da
P_lot Plmi Propared`fa: R�Iand Hanea
Plot Plan Legend � �so results in the'conllactors wsumption of'all liability.
lot '� `104� tontahing 13,716 S.f.f, In o0o Proposed Grades Nole: �
�pp,�w,,,,,.,Q 000.0 Existiny Crades I The basanent dewtian, depicted herean, has b ermhed
���.2 �OOOA� Con�our Grade and�based upon lhe pnd grodes and/or con aken ham the
�?k Approx. Laterol Location canslruclion plans��for Ihis wbdiNsion. Unl sslated, no ' formotion
���t 4.����� � Y�— Sonitary SeWer Lines obout Auctuating wata tables, sod cwdl s,�a so0 lyp s has baen
P.G ¢ 3, 5ide / 321 —sr— storm Sewer Lines pmdded or slated an said plans. It is mended lha� lhe basement
'ad T � HunOtOn Cou�t — v — Water Sernce Lines finished�floor elevatians ba at leost t feel (2') atiove e normal
��$ECf�n� �R� � _ .y -- -- - - - $ub-$urface Druin Lines Ppq dewlion of any udpining bodle o( water, unless B�OEY 0�I�L�B
.. ��"" Monhde�(Sanitary a��Sfortn� ,��y�als�olherwise.�lf during the exca lim process.an grand watu is
�� ,Beefiive Inlet�(Stoim)
�.�3�� AlflUlld8pl �VE; �,� (t� �witnessed The Schneider�Coryoratl �should he�notif immediotely.
p�.,,,�,� �a � ,� � ' B � Curb;lnlet3(StormJ ��4ie,basemrnt dewtion'sAould ba aised'iwo fee' ),oboro5the.grounA��.
1°Y`°°" � � • X � p. .End Seclion ($lam� water, ond,odditional constructiorc, ahniques .ba mcorpaatedtoi
A'pPpgpd���8�; ,� Fre Hydrunt dledate tulua problems �� �
&� ���� � � �18 —�— �_> —Flow Line of swale
— Building Line.(BL /BSL) Note:
- - - - - - - Easemeni Line
Community Resiridions: Buada to-msure positive dralnage
Side Yard =NfA . away from sUuture(s). DetaO-ol Ground/Stam
Rear Yaid =�20' �Sanilary Sewer Casling Informatbn Nole: Watu Por potlan �a
_Aggregah =�10'�(B.H:) ,Upslrean Yonhde, TC= 915.J0 mmwd�a mts.
�� �Aownslream.AlanhWe; TF 916.30 0 �mp pump(s),to be placed by
,. � �Ia� � bulder os�naided: I I
Flnished Floa ElemUm Infamation D �P
Pad Grade �.9171 per plan �
Pod Grade +�:07 c��a9e �,(sn,e)� LOt # 104 I t
(8smt) Garage FFE + �5 -'Residentld FFE�(919:3) �. V b 0 4.0 0 1 9 2 9 6 i r � i
R e s i d e n t i d i F E� 9.0 B a s e m m t F F E'(9 1 0.3)
Note : The.garage fn�shed floordewiian i �
is 3.0� ubore;,ihe curb dt'�Ihe�drive, per plw. .� ° .�E
� Assumed Norih
Sod Calalbtions: '. � Scale :�1'�=:30' Note:
Uriw- 1,201'SFt 7YPICU swuc scenon Per Cartnel zoning orAinmice 26.1.1 :
Publk Wdk,= 531�.SFL The residmtfol dislricl limits height Io lwmt�flve
Priwle WNk = 205�SFt feet.(25'), howe�r a�dwdling may ba Increased 'm height �
Sad =,�671 SY3 , fr&d to thirty-flw�feet.(35) prodded'tha sido and rear�-yards
rearof^hwne: aro inaeased an aEditianol�one (ool 1 far each
Hydroseeding.= 1,426 SFt � �)
Sod padcage = 557 SY2 , han on< /oot (I�) the siructure aceeds the (vst
SbD line Note twenty-fve �eet (25') in halght.
The cantracta Is to maintoin�a minlmum
distanttot len fcet (10')between��Ne
sanit�y sewer and water line laterals.
Sidewdk to.be ploced
1' fian�prapaty line,
/' fran back of�curb,
pa plan.
ti � � ' 1 i i >
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° � .52.2� TC=915.J0� ^ i m �
915b� PER�.PLU+ ^� F - ° � �
� � 130.84' _�W� � �
I N�� � 1
� i 3�.� 25.0' M � I �
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I � I V yJ I I I
� � i 70J5 �26.0� � 3 1 � i I
� N � �
oJ I � M � � �
� �f�. � _ � � �
a� � 48.0� 28F2� ��� � �m �
� 10.00'� r j� z �
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'-I 43.3' S.00' 8� � � _ iF r i � (n �
8�, �'�° "i � � � � >
� � �.'6' � > 1 i .Z� � I
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I � S ��� m2 � m � ; Q '
.I� � I ^ � � ~ ' I �
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%� ��,,�^ 18.1' I � I i
� ni 3"/ 9 w ' i I
a, 16.6 I i � �
is.a' 131.61� ib916:30 ; �I
PER PLAN i �
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9GNAlURE,: UAIE
9CNANRE'REPRESIIV7S��CONFlRYATION OF REC�PT OF PLOT-�PLAN�BY CUSTOI,IER.
. �� I
� ' CLAY?OWNSHIP REGIONAL WASTE DISTRICT
ij SANITARY SEWER PERMIT
I
; [' ] ConditionafPermit. `[ X ] Final`Permit
INDIVIDUAL'LOTSIEXISl'ING BUILDINGS
Project Title: Michigan,Road
Location:ri Claybourne
Owner/Builder: Ryland Homes �
tot# 104, Streetadtlress 13166 Amundson Dr
City:Westfield: Zip:46074 County: Hamilton
Intercept�l7 Gharges Paid: FRI; LOC: EDU Fee: 1,200.00 Application fee: 75:00
i
PLEASE NOTE: � Installation ofbuildipg sewer shall`be p'ei the'specifications of the GlayTownsliip
Regional Waste:DistricC(`seeteverse)and any`conditions noted?below. All installations shall be inspected by'DisGict
personnel durin � ° � � `
g "open trench" phase and before backflling with sand or stone to siz'incfiesabove the pipe.,NO
footing or foundalion d�ains;-or other sources of,ground or stormwater„shall,be permitted to enter the DistricY's':
sanitary sewersystem. The District wilf assume no lia6ilitv for drains whicha�e below the qraHe level'ofthe
nearest downstream manhole nor.'for laterals which are extended b'eneath drivewavs or sidewalks' The
permit holder(property owner,,developerorbuilder.pwillbe responsible#or,damages to the.DistricYs sewec system.
buildinclstle wh chages to manholes, castings','manhole'Jids and'the like; caused by.construction activity on..the,
g is the sub�ect of this permi[.
lnspechons bythe�Districbare MANDATORY and shall'6e arranged by conlacting lhe District's,officeat 844-9200
,� - ._ , .
24.,hours.in,advance;,All new'construction,will be placed,on 6illing six months'after connection has been made or
when water is connected„whichever comes first. m
.I
�District will inspect all sump pump connections,30 to 60 days.after.the'lateral`inspection has been
completed. �
�Chave received a copyofl0rdinance,No.�9-13-99 and agree4o follow,all District standards. Building
has a [ ] crawl space [ '] slab`or[ ] basement`tliat,[ ]will be finished, [-x]rough-in plumbing with ria nder
pump installed during construction, [ ] rougfi-in plumbing only,and grinder qump:will not be installed
during construction, [ ],no plumbing in'the,basement. (Please;check--appropriale boz.) Builderwill notifv
the DistricCoffice when the grinder'pump`installation is comple4ed
_Conditional;Perm if Terms;
[ ] NO CONNECTION toihe sewer until Turthec notification.
[ ] Certifcate of Insurance:mustbe3on file with CTRWD,listed'as certificate holder.
[ ,] 48 hours,notice before workastaets onmanhole core d`n'lling or culs,of"actiye�lines
Eand District,inspector must inspect all.work;before covered.
( 'j :All Distric't fees.will be paid in full:
[ "] +Approval pending Districts review of plans:
[ ] Copies of approVed permits from appropriate�counly o�'city agencies„for work,in
(the right=of-way'road cutsor are�reguired..
[ ] No'occupancy until'furthe�'notification
( ����� �
AIL,Conditions,hayebeen meF;and final permit issued 2004.
i � _ � � .
By signing below,Fl attest.tfiat I,am familiar with tfie DistricPs specifications and agree to accept responsibility'for all
woPk=done und'er;tfiis permit.
i
�,j�/ i � 846-2962
'-i" / �� ��-�. " _"yc-</—
Buili7er/Owner;Sigriafure � Phone
�
t� � �,��' ��. ,
Printetl Name:'
Permit'issued�t
fiis;2n°day of July, 2004. ves 2'site plans submitted°
Pe�mit:is validl f -YEAR from.the daCe issued.
i
I
i
. ,eltner
anaggrof°Ad m inist�ation
Permit•valid onlywith CTRWD;seal in red ink:
��Permil-rev.01/03/akn'
�
Ttia;9chuewer caryonliun: Erytimiu� Note;
eeo�ious.evmue sur:e�� This;,drawing Is bnsed�,on consUuction plans or record drawings,
�toHc Poit��IWrriwn �.uqx6pe e�ew)«tuie anE�ianof based�upon o.fidd survey. The Schneider Corpaotion
. �°�"O0� �°�O°'������ �'� does�not warrant�the acaracy or sufficiency of this information.
917'�-�� �O°�O� Cmtmctars should verif ezistin condiNans rmr to an
,•,_� , _ 917-a28-72aa PeY construction..Any disaepancy fo9und on�this dmwing should be
_ . _ . ._ � reparled to The Schneider Corporulion lmmediately, failing to do
Plot Plai'Prep�ed:fa: Rjiand Homes
Pbt Plan Legend so resulis In lhe contractors assumpHon of�all liablity.
Lot`4 104; contoiing 13,716 S.F.t, b 000.o Proposed Grades note:
pQ�pyme. � ppOA Esis�ing Gmdes I The basemenl dewtion, depicted herean, hmb ermined
�� , Z �000.0� Contour Grade ond based upon tha pad gradas ond/or cont n 6an the
�k Approx. Lateral Localion construclion�plans for lhis wbdiNsion. Unle aled, o infarmation
�fl8tfllflllllt�$ ����� — t-- $unitary Sewer Lines obout.Auctmling waler tobles, so1 cmditi s, a so1 es has been
P,C. d 3, SUdE 4 321 —o►— Storm Sewer Lines provided a slated m said plans. It Is r mended t t the basement
� Watw $ervice�Lines finished floa elewtions be at least lwo eet (7).a6a Ahe�namal
�CIO •T COUIIEy �-=.._ $ub-$urface Drain Lines Pod elevatlonpf any odJolning bodles o water;.unless sludy of PoNs
y vp, HmnBtan
��,$lCP3Q ��� R$' . Q1' Monhde (Samlary�or Slorm� rcJeab othmise It dunng the excamh proc�ss-an ryand wht<r is
,13166 Amundson DrHe; (50' R/k� �' Beehive Inlet ($lorm� witriassed The'Scnneidm Corporuhai ould ba natif Immediatdy.
p,�.,,�.� �Uta � � �{ : B � Curb"lnlelx(Slorm� ." The basement devullonqhald bd.rala ,lwo (eeE )�a60000vpppe���{Ihe;grand
•"'1"""" � � x �. �' End Sechon �St'orrti�� woter, and,additlonal wnsUu<tion,lechniquas sho e In�ted Lo.
PfOP080d011�8�: A Fire.Hjdrant � olletiale�hiWreproblems �
&� ��� � � ��8 =� — Flow Line of swale I
Building Line (BL /BSL) Note:
Easement Ltne \
�Communily Reslrictions: Bwidri to�ensure pasitive drainage �
Side Yard =N/A _ _ awoy han slrulura(s). Det nd/Slorm
�Rear Yard =�-20'� Sanitary Sewu CasWg Information Note tu�Aow pattcn f«
Aggregale = 10`(B.H.) ,Upslreom,Alanhde, "TC=;915.30 indiNdual lols.
'� � Downstreom��Nmhde,.TC=�:916.30 � �mp pump(s) to be pluced by
& �a� � budda as needed I �
Fmished Floor Elevohm Infamolion P D
Pad Grade �9171 pa plw �
Pad Gade�+:07 Camge FFE (917.8) Cot # 104 � / �
(Bsmt) Goroge FFE +;I 5' _.�RwidenliW,FFE�,(919:3) 0�5 �.� U b O 4�.O 0 I J 2 9 6 I f �\I
R e s i d e n h o l f F E 9 0 B a s a n m l F F E{9 1 0.3).
Note : The�garage fini�etl floardewhon�� i O
is 3.0� aEova�lhe curb`ol�the drive, per plan. ° E �
� 'Assumed Ndrlh �
Sod CdwlaUonx ' � Scule : 1' -_'��30' Nole:
Driw - 1;201 SFf imiCw Swn�E���SECnon� per Cartnd zoning�ardinwce��26.1.1 :
Publk.Wtlk.'= 531;SFt The�residmtiol dislrid limits height to l.en�y-flve
,Pdwta�iWdk�.= 205'ISFt� fee� (25'),.howew.a dwdling��may.Ee Inaeased in helght
Sod BIV�SYt,, tran � . .
rem af Aomd � to Uirty-flve)aet (35) prodded Ua sida and rea yords
H�yosee�9---��1S yt are increased on addillond one foot (1') fa each
�Sod�,padoge =!SS7�SY} � fran one fool (1') the�slruclure exceeds�the first
SODqine Note: iranly-five (eet (25�) in heiqhl.
� � The contractw Is.lo,moinlain a minimum
distance of ten (eet (10�) betwem Ihe
sonitry.sewei and water line lalerals.
Sidewalk'lo be;placed
1' 6an prapaty'I'me,
4'��fran back of wrb,
per plan.
N � � � � i >
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a \ n1 - �<� �
�� � 52.2� �915.6. TC=915.30� 1 �?�+a �
' PER PLAN � �r - > i Z�
130:84' L —�W� i l
I N I N6� �
I I � I
( Q I 30.0' 15.0' i i �
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� � � �
o �
I v Q � i
n i 3075. 26.0� 3 � � i
� � � �
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,I I 48.0' zar12 �� _1a.W'�� �� � i� z i
�� I � - �n i O �
I �
' 43.3': s.00'g :� � M i � � i �
�. � 8 ��. �„ � 3 i Z i
� I � � ��� g.� J W I � � �
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�
is.a, 131.61" re=sis.ao ; �I
PQt PLAN � �
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4GNATURE : DAIE: � �
5(YIAIURE�:REPRESEN75 CONFlR4ATION OF��RECFIPT OF PLOT:PLAN BY CUSTOAIER.