HomeMy WebLinkAboutplot plan with deckThe Schneider CorponUon
Sg()J, OW Ann ...
l!iItoric Fort BarNoo IndlanapoUl. __ 8-1037
317-S28-7100
317-8U-'I2OO ,.\1
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WI_po "ch1t.c:_ GIS·WI c..toc
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This drawing is based on coostTlJction pions or record drawflgs,
ond ~ nol based uP"" a r .. d "",vey. The Schnelde< Corporolion
does not wOIToot the occurocy ()" sufficiency of this ilfOflOation.
CootraclQ(s should wtlly exlsting condllion. prior to ony
construction. My discrepancy found on thi, drawing should r------------------, be reported to The Schneid ... Corporation mmediclely. lolling
Plot P\(JI Prepcnd for. R)b1d Homes Plot Pion Legend to do '0 r .... lto In tho contracts assumption of aU Ilobi!ty.
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Lot 1123. ccntai1i1g 12,514 S.F.±. iI (]ll[[I Proposed Grodes Note: Oa)botl'n. 000.0 Existing Grades The basement eie",tion. d<picled hereon. hos been determinod SectIon I 2 -000.0-Contoor Grode ond based upon lhe pod grades end/IX coni"",, 101<00 frlYn the ........ _-t t;UNRE~ * Approx. Laterol Loection coostruction pions for Ihis ",bd;~sion. Unless staled. no informal ion
.... 1I .. ""'.........w<.II -_ • -_ Sonltary Sewer Lines aboul fluctuotiog wot ... tables. sol conditions, Of sci twos ho. been P.e. I X. 51 I XX --... --StQ(m Sewer Lines promed or stated on .oid plan~ It I. recommend<d lhot the basement
I'f_ T HlIlIltoo County --" --Woter Service Lines r"lshed ftoor ele",Uons be at leo,t two feet (t) above the nomlol \AUy wp. R'Ir -------Sub-Surfcce Droin Lines pool elevation 01 ony adjoining bodl .. 01 water. unl .. , a stUdy 01 lact. See 30, TIIIN. ..... • Manhole (Sanitary or StQ(m) ,e'lOOi. otherwise. If during the e",ovation process any ground water i. 3663 EARHART DRIVE (50' R/t) I • Beehive Inlet (Storm) .Itn .... d. The Schneider Corporation should be notified immediately.
o..-.-.! Dote: 11/18'03 • By. ANB III Curt> Inlet (Storm) The basement eI.vation shoold b. raised Iwo f •• l (2') above the ground ".......... I' • • D End Section (StO<m) wat .... ond additional c ... ,troction technlqu •• should b. Incorporated to Propoeed Bu)W(a): XlAaiONG J AND '11NG UU ..... rife H!""ont oIl.,.,te futu,e problems. . -••• -••• -Flo. L ... of .oole
CiYnmunity Restrictions: --au,ding Line (BL / BSL) Not.: Side Y«d .H/A
R .... Yord • 20'
AW'got, -10' (S.H.)
-------Easement Une auader to en,ure potiti...e drainoge '-_______________ --'1 away from struture(.).
Sonilory S.W", Co.tiog 100om10(loo Note: Upstream Monhole. rc-917.90 0
Downstream Manhole. rCa 917.50 ~ Sump pump(s) to b. placed by
bu~der os needed.
Fili9hed noor E1evoti<J1 InfomloUon
Pod Gt-ode • 918.1 per ploo
Pod Grode + 0.2' • Garag. m: (918.3)
(Ssml) GoraCjt m: + 1.0' = R .. idenliol m: (919.3)
R .. ldontiai m: -9.0' • Bosement fH (910.3)
Not. : Th. <jOto9o finished ftoor ele""tion
I. 1.2' above the cut1> 01 the drive. per pion.
per ploo
Sod Colculolions: on" -!,IM Sfi Pu~ie Wail • 359 Sfi
Privet. WoIk • 225 Sf ±
Sod • 513 sn . from
rear of home.
" ~ ~.
-•.
H)<Iro .... "9 • t849 sa
Sidewalk 10 be pieced
l' from property line.
4' from bae!< of OJrO.
per pion.
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])?!CA.l SWALE SECTION
Per Carmel zoning ordinance 26.1.1 :
The residential diotrict limits hei¢t to t.enty-rlVO
I.ot (2S·). ho •• "" a d.eUin9 may b. incr"osed in height
to thlrty-ft ... feet (JS') provided the side end reOf pd.
Ort increased on additional on. foot (I') f(lf ooch
... e foot (I') the .trocture ... oeds the rrst
Iwenty-fiye feet (25') In hei¢l
Note:
Note:
The eonlroetOl' is to rnointoifl 0 mi'limum
distance 01 ton foot (to') b.t • ..., the
sooitry sewer end woter line loltJ"o!.
Thi. plot plan wos prepared at the cliont's request
with out the b"".fit of 0 recorded plot The buld ...
/ contractor has been cautioned that the depicted
lin. wcrl h",eon Is subjocl to change. at thoi! '''1'0'1' •.
SGNATURf :
Assumed North
Scole : 1· -.\0'
=Ji3.=
U
Lot # 123
EXISTiNG LAKE #4
NORMAL POOL ELEV==908.20
100 YEAR [LEV==911.36
DAll':
SlGNATUR£ REPR£S£NTS CONf1RliA~C*i (:£ RECEIPT (:£ PLOT PlAN BY CUSTOUER.
i [7!/ I
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I
0;11
0.101 of !)r""nd/ Storm Weter flow pattern for
indi>Aduol Iota.
b
I I ,J-Lvl
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49.13'
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