HomeMy WebLinkAbout05020030-Site PlanW2kTER \LA EVES
NOTE:
THE RNtSHED FLOOR ELEVATIONS AND PAD
GRADES DEPICTED ON THIS PLOT PLAN tS OF
FOR REVIEW BY BRENWICK DEVELOPMENT.
BUILDER IS CAUTIONED THAT SAID INFORMATI
IS SUBJECT TO CHANGE,
LOT
20,721
SEDIMENT AND OR
EROSION DOES NO]
LEAVE TFIE LO1
BUILDER TO ENSIJt{1
POSITIVE DI,~AtNAGF
FR.OM STI{UCT[J iii
qOTE BULDER IS I0 GRADE SDEYARD SWALE
TO GRADES SHOWN ON THIS PLAN. IF BUILDER
S UNABLE TO ACHIEVE POSITIVE DRAINAGE AWAY
FROM PROPOSED SIRUCTURI :, THE ENGINEER SHA
BE CONTACTED. BUILDER I,< NOT TO DEVIATE FR
GRADES SHOWN ON THIS PLAN WITHOUT THE COb
OF BOTH THE ENGINEER AND BRENWICK.
['~ PROPOSD GRADE
DENOTES LOCATION PER CONSTRUCTION
PLAN DRAWINGS. C?,RRM BEFORE
CONSTRUCTION OF 6 SANITARY LATERAL.
wTREET
I
I
'\ P}}M ~
~?OP OF CURl3
~: 1' tOT i,!NE
PER PLAN
THIS PLOT PLAN WAS PREPARED
BASED ON INFORMATION TAKEN
FROa RECORD PLATS. SUBDIVISION
PLANS. RECORD DRAWINGS AND
PLANS PROVIDED BY CLIENT. IT
IS THE RESPONSIBIUTY OF THE
CONTRACTOR TO VERIFY SITE
CONDITIONS PRIOR TO CONSTRUCTION
AND NOTIFY THE SCHNEIDER
CORP. AND BRENWICK DEVELOPMENT
OF ANY DISCREPANCIES.
Requirements For
Residential Construction
WestClay Village PUD
Ordinance Z-330
Secondary Ama/Large Lot
Single Family Detached Dwelling
Minimum Yard Dimensions:
Front Yard: 20 feet
Side Yard: 5 feet
15 feet aggregate
Rear Yard: 20 feet
Secondary Area
Minimum Yard Dimensions:
Front Yard: 20 feet
Side Yard: 8% of lot width at BL
or 5 feet whichever
ts greater
18% aggregate or
15 feet whichever
is greater
Rea~ Yard; 20 feet
NOTE: THE BASEMENT ELEVATION DEPICTED HEREON HAS BEEN
DETERMINED AND BASED UPON THE PAD GRADES AND OR
CONTOURS TAKEN FROM THE CONSTRUCTION PLANS FOR THE
FSUBD VISION. UNLESS STATED, NO INFORMATION ABOUT
LUCTUATING WATER TABLES, SOIL COND TIONS OR SOIL TYPES
WITHIN THE BUILDING AREA HAS BEEN PROVIDED OR STATED ON
SAID PLANS. IT iS RECOMMENDED THAT BASEMENT FINISHED
FLOOR ELEVATIONS BE AT LEAST (2) FEET ABOVE THE NORMAL
POOL ELEVATION OF ANY ADJOINING BODIES OF WATER UNLESS A
STUDY OF FACTS IF DURING THE EXCAVATION PROCESS, ANY
GROUNDWATER REVEALS OTHERWISE, IS WITNESSED, THE
SCHNEIDER CORP. SHOULD BE NOTIFIED IMMEDIATELY. THE
BASEMENT ELEVATION SHOULD BE RAISED (2) FEET ABOVE THE
GROUNDWATER LEVEL AND ADDITIONAL CONSTRUCTION TECHNIQUES
SHOULD BE INCOI
ALL SERVICE LATERAL
CROSS)NGS AT CURB ARE STAMPED
SAN TARY SEWER' ~*
SUBSURFACE DRAIN ~
W= WATER
LOCATION OF UTILITIES ON PLOT PLAN
ARE GENERAL LOCATIONS PER PLAN
AND SHOULD BE VERFtED IN THE FIELD,
GRANULAR BACKFILL SUGGESTED
UNDER DRIVEWAY AT SANITARY SEWER
LATERAL TRENCH, WATER LINE TRENCH
AND ANY OTHER EXCAVATED AREAS.
(IF SI'~UATION OCCURS)
NOTE: (SECONDARY AREAS - WESTCLA~
MAX, HEGHT 3.5,' ON LOTS 100 AND, L
(TO EVE UNE) 30 ON LESS THAN 100
MAX. COVERAGE: 50%
NO S - WESTCLAY)
B~ UNE: 2 §TORIES
MAX. COVERAGE: .50%
NOTE: PAD ELEVATION SHOWN IS PER PL~
AND tS NOT THE AS-BUILT ELEVATION,
NOTE: THE INFORMATION FOR THE ELEVAT
DIFFERENCE BETWEEN THE PRIMARY FINtSF
FLOOR ELEVATION TO THE TOP OF BAS~I
WALL AND TO IHE BASEMENT FINISHED FL
WAS PROVIDED BY THE BUILDER.
3 SLIDE if 520
STREET
VB05.0028527
01/28/05 JKt
LOT i= 260
20,721
50' R,/W
PFEPAFED ~
~UN P, ,{~,~'~ml BASEMENT ELEVA31ON SHOUL~ BE RAISED (2) ~T ABO~ ~E
I ~1~ ~OUNDWA~R LE~ AND ADDI~ONAL CONS~UC~ON ~CHNIQUES
~om~LOT ~ SHOULD BE NC~PORA~ TO A~A~ FU~RE PROBLEMS
~ ~ ~Y ~ ~2 A
NO1E: BUILDER IS TO GRADE SIDEYARD SWALE
TO GRADES SHOVIN ON THIS PLANi iF BUILDER
IS UNADLE TO ACHIEVE POSITIVE DRAINAGE AWAY
EROU PROPOSED STRU¢I1JRE, THE ENGINEER SHALL
BE CONTAO1ED. BUILDER IS NOT TO DE~lATE ERO&I
GRADES SHOWll ON THIS PLAN WITHOUT THE DONSENT
OF BOIH THE ENGINEER AND DRENWIER.
~ PROPOSED GRADE
DENOTES LOCAl)ON PER CONS1RUCI)ON
PLAN ORA~NGS. CONFIR&( BEFORE
NO~: (~D~Y ~EAS -
~T~
NO~ PRN~Y ,AR~. ~Y)
V805.0028527
Ol/2S/o5