HomeMy WebLinkAbout05020119-Site Plan1his Plat Plan Prepared F~
BE^ZE~ HOUES
Lot ~ 76, containing 16 138 S.F.~, ~
~e L~en .at Ha~ee R~
S~ti~ ~ 2
~n~m~t ~ 2~]~7962
P.C. ~ ~, Page ~ 22~
1~9 L~bl~ou Dd~ (5~ R~
Pr~ere~ Da~¢ 04/24/0~: B~ BR
Community Restrictions:
Side Yard = 5' BH
Rear Yard = 20'
Aggregate =n/u'(B.H.)
TRINITY HOUES
Fmd~ed Roar Bevoton nformaton
P~d ~ade = 916.! per plan
Pad ~ude + 0.33'/~rage (91fi.43)
FFE Garage FFE +~1.04"~T ResidenUdi FFE
(917.47) L''~/~.~
ReetdenU~ FF~ - 9,0' = Basement
[908.47)
Note: ~,e~. garage finish~ floor devotion
is 1.8' ob~:ve th~ ourb at the drive, pa'
plan.
Sod Coloulations:
Drive = 1,009
Public Walk ~- 291
Pr vote Walk r. 53 5F:l:
Seeding = 9,080 SF~
Sod -~ 473 Sy+ ,
even with rear of house.
Plat Plan Le ee?~~
~ Proponee &'ados
000 0 Existing Grades
.~---000.0---"' Contour ~-ade
Approx. Lateral L~catinn
· --.--- Sanitary Sewer Unen
Storm Sewer Lines
Water Service Lines
....... 5ub-Sarface Brain Lines
· I~onhole (Seni!ory o~ Storm)
Beehive inlel (Sro,tm)
Curb inM (Stbrm) ,
D End Sactinn (Storm)
.m. Iqre H~ront
......... Flow Uno of swale
Note: Sonithry Sower
Top of Ceeting nfarmction
Upstream Monhdie, '~C= 915.20
Downstream ~enhole, TC= 912.70
per plan.
Note: Guilder to ensure
positive drainage away from
structure(s).
Note: Sump pump(s) to be
placed by builder as needed.
Note; ~e contractor is m maintain a
minimum distance of ten feet (10')
between t~a seditary se*er and eater
line laterals.
g iI
Note:
l~is drawing is based on consL~cUon plane or ~-ecard drawings,
and Is not based upon a field survey. The Schneider Corporation
does not warrant the accuracy or sufficiency of this information.
Contractors should verify existing conditions prior to nny
conetmcUon. Any diacrepuncy found on this drawing should be
reported to Re Schneider Corporation immodint~l~, faain9 to da
so results in the contractors assumption of all liability.
Note:
11~e basement elevoton, depicted hereon, has been determined
and based upon the pad grades end/or contours taken from the
consimcUon plans for this subdivision. Unleee stated, no
information about fluctuating water tables, so~ condiUons, or soil
types bas been provided or stated on said plans, t is
recommended that the basement finished floor elevations be at
least two feet (2') above the normal pool elevation of any
adjoining bodies of water, unless a study of facts rovade
otherw se. tf during the excavation process any ground water ia
witheseed. 'l~e Schneider Corporation ehould be notified
~,,mediately. ]'ne basement elevation should be raised two feet
(2) above the ground water, and additional construction
techniques should be incorporated to alleviate [uthre problems.
Deta~ of t)picol G-ound
Water flow pattern fa
Assumed North
Scale; 1" = 30'
'~UN 'D~ oERV CES
NA
4 '
0.46