HomeMy WebLinkAbout05050194-Site Planthe i~hneider Corp~reUon
6901 OUJ Avenue Sm've~
lli~z'lc For~ He,rrban Lendacepe ~mb,tLec~ure
Plot Plmt Prepared For:. R.H, of Indim;
PROVIDE]qCE AT OLD UI~IDIAN - PHASE TWO
2(XM00048644
PC 3 SUDE 442
SEC 26, TIBN, RO3E
Sod C~l~Qtl~e:
C~c. Orivs =278 ~:E
Prk~te WoE= 25 SF~:
Sod = 41 SY+ , ENIIRE LOT
Note:
This drewing is based on construction plans or record drowincjs,
and is not based upon o fidd survey, The Schneider Corporution
does not warrant the ecoumcy or sufficiency of this information.
Contractors should verify existing conditions prior to any
construction. Any discropency found on this drewing should be
reported to The Schneider Corporation immediately; foiling to do
so results in the contrectors osenmption of all liability.
Plot Plan Le. end_
[]~[~] Proposed Grades
000.0 Existing Groden
~.---000.0----'~ Contour Grade
Approx, Lateral Locot~
~ · ~ Sanitary Sewer Lines
------ It' Storm Sewer Lines
v Water Service Linen
....... Sub-Surface Drain Lines
Uonhale (Sanitary or Storm)
Beehive Inlet (Storm)
[] Curb Inlet (St. orm)
D End Sectio~ [Storm)
o o o~o ~ o
Fire
Hydrant
-- -- -- Flow Line of swale
~ Building Line (BL / BSL)
...... Easement Line
Note: Sanitary Sewer
Top of Castincj Information
Upstream Manhole, TC= 852.30
Downstream Uonhale, TC= 853.35
per plan.
Vb05.0033275
BLOCK 16 !
LOT 1606//
1,654 SF U
Assumed North
Scale: 1" = 20'
Detail at
C-round/Storm Wats :.
Row pattern of ~n
Indk~dual IoL
Note:
Buitder to ensure positive
drainage away from structure(s).
38.38'
CURB-~
BLOCK A
IRREGULAR
?
BLOCK A
COMMON AREA
iRREGULAR
A.S.D.&U.E
18' SO&UE
852,t
NO1E:
TI-IlS DRAWING HAS BEEN PREPARED
PER THE CUENT'S REQUEST BY SCAUNG
PROPOSED MPROVEMENTS FROM
CONSTRUCTION PLANS SUPPUED BY OTHERS AND
NOT ELECTRONIC DATA FmLES.
~'RMATION OF RECEIPT OF P~
FLOOD HAZARD STATEMENT
CERTIFICATION
~?:..~o A~b',~