HomeMy WebLinkAbout05050141-Site PlanRot Run Prepared F~
,~e N°me~
~t 24, cunto{nhg ~,231 S.F. il:, in
,~w~k..ant t 2OU20008558~
~pored Dote= 02/17/05: ~, ~
~nunity Re~trtotions:
Yord ,.
ur Y~d = .2~5~
gre~te = 15(~.,.)
{abed Root Be~tlun In~rmatiun
On=de = 91.4,.~ per Con
Grade + 1.0 = coroge (915.1)
rege FFE + 0.5 = Reside~tinl FR~ (915.6)
~ence FFE - 9.79' = B~semunt FFE (905,8)
~: ~e g~ge flnL~ed floor election is
~ the cud) inlet, per plon.
Plot Plan Le~e~d
Existing Orade~
.----000.0-"-" Co,our Gr~e
· sun{t~o' Sewer Lin.
Ir storm Sewer Line~
I a~h~{e (Sunqa-/~. Stern)
dj aeeh~ ~.~et (Storm)
J Cu~ ~a~t
D ~d sacUon (Ston~)
Hydrant
-- -- Flow Line of swale
Note: 9unita'y Sewer
Tep of Costing Inf(motiun
Up~re~ Munh~e, TO= 91272
~ ~e. ~ 913,{1
LOT# 24-
VB0'5.0029522
Assumed North
Scale:
Note
'ibis drowin9 k b~KI on conatruotiun plun8 or record dmwhg~
~d i8 not ~ upon o fled ~urwy. the Schn~ider Corporotk
~ not Wm'T~nt the occ~rocy or sufficiency of this informoflc
Cuniroctom mhould verify existing conditiun8 prior to uny
construction. Any discrepancy found o~ this dawing ~hould be
repoded to THe Schneider Co~poroti~ immedintel~; foiling to (
so rsoults in the c~ntractors assompt~on of oil I~bi]ity,
Note: Per HSE
be o mlnlmum of
~ ~e ~n~ b ~ be m~
Det~ of t~icd 6round
W~er {Iow ~ f~r
k,.dMdu~l lot&
Note: Builder to ensure
positive druin~ge away from
structure,s).
TC=913,11
PER RECORD
DRAW{NO
I
164.79'
:)OD HAZARD STATEMENT
CER~RCA~ON
ROLL
13.66'
2O, O'
15' 0'E.
15'
TC=930.14
TC~9i2.72
PER RECORD
DRAW{NG
Note: ~e o~tmotor },m to mdotein a
n~lmum ~tance ot ~ f~t
Note: ~ump pump(s) to be Caced by
bu{{de~ os needed
FLOOD HAZARD STA'II~MF..NT
he occ~y of uny t~)od h~zord doto shown un this plot plon
ubjeot to mop s~le uncertointy und to uny other unce~.c~nty
~ or e~e~flun on the referenced flood insurance m~ m~I
~ of the ~in de~-fbed Wend DOES NOT UE ~ithin that ~)ec
load ~ zune A as s~td I~d plate bY ec~le on
ornmunit~ # 18oo~0 o2o~ of the flood ~n~nce ate
neps for F~hem, IN (m®s doted Feb. lg,
NO]E: ]HE BASEMi)IT EI.EVAllON DEPICTED HEReoN HAS BEEN DE]ER~NED Al'lO BASEl) UPON THE PAD
GRADES AND ~ CONTOO~ TAKEN FRON ]HE CONSTRUCTION PLANS FOR THE SUBOMStoN, UNI;S~ STA]ED,
NO INFaRMAIION ABOUT FLUCTUATING WA'I~ TABIFS, SOIL CONDITIONS OR SOIL ]YPES Wf'/HIN ]HE BUILDING
AREA HAS BE~I PROVIDED OR STALED ON SAID PLAN. IT iS RECOt, IU~BED ]HAT BAS~ENT RNtSHED FLOOR
E:LEVATIONS BE AT LEAST (1) FOOT ABO~ 11tE NORMAL POOL EI.~A]{ON OF ANY AD,X]NING B%~ OF
WATER UNLESS A SIUDY OF FACTS RD/F-.ALS OTHERWISE. IF DURING THE EXCAVATION PROCESS,
OROUNDWA1ER IS ~MTHESSED, SCHNE]DEN ENGINF. E:RING CORP. SHOULD BE NOTIF1Fn IMMEDIATELY. THE
BASEMENT ELEVA11ON SHOULD 8E RAISED (2} FEET ABOVE TH~ OROUNDWA1EN LEVEL AND ADDITIONAL
CON$1RUCTION 'tECHNIQUES SHOULD BE INCORPORATED TO ALLDdA~ FUllJRE PROEIL.EMS.