HomeMy WebLinkAbout05070166-Site Plan17.844.333:
IS PLOT PLAN WAS
EPARED BASED ON
'ORMATION TAKEN FROE
CORD PLATS SUBDIVISION
ANS. RECORD DRAWINGS
D PLANS PROVIDED BY
ENT IT IS THE
SPONSIBILITY OF THE
NTRACTOR TO VERIFY SITE
NDITIONS PRIOR TO
NSTRUCTION AND NOTIFY
E S E A GROUP LLC ond
ENWICK OF ANY
;CREPANCIES,
CATION OF UTILITY
TERALS ON PLOT PLAN
E GENERAL LOCATIONS
R PLAN AND SHOULD BE
qlFIED ~N THE FIELD.
tLDER TO ENSURE POSITIVE
3W AWAY FROM
RUCTURE.
~TE:
MP TO BE PLACED BY
~LDER AS NEEDED
BUILDER TO CLEAN
CONSTF
]~LOOD
PROTF~CTION
GRADE
IN 46032.. ~5'~.ct
~IOMEOWNER ARE TO
L,LIABIL1TY ASSOCIATED
tE CONSI'RUCFION OF FINISHED
FLOOR ELEVATIONS BELOW THE
MINIMUM FLOOD Pi~-OTECTION GRADE
[TIES ON
PLOT PLAN ARE GENERAL
LOCATIONS PER PLAN AND
SHOULD BE VERIFIED IN THE
F1ELD.
GRANULAR BACKFILL
SUGGESTED UNDER
DRiveWAY AT SANITARY
SEWER LATERAL TRENCH,
WATER LINE TRENCH AND
ANY OTHER EXCAVATED
AREAS. (IF SITUATION
OCCURS)
NOTE: (SECONDARY AREAS
- WESTCLAY) MAX. HEIGHT:
35' ON LOTS t00' AND
LARGER (TO EVE UNE)
ON LESS THAN 100' MAX.
COVERAGE: 50%
NOTE: THE INFORMATION
FOR THE ELEVATION
DIFFERENCE BETWEEN THE
PRIMARY FINISHED FLOOR
ELEVATION TO THE TOP OF
BASEMENT WALL AND TO
THE BASEMENT FINISHED
FLOOR WAS PROVIDED BY
THE BUILDER,
AT]HE
DAYS
~CTIVITY
YARD MGHT & MAILBOX TO BE
t SUBDNISION
COVENANTS & RESTRICTIONS
~UILDER MUST COMPLY WITH ALL
ORDINANCES GOVERNING SITE EROSION
& SEDIMENT CONTROL
R TAP TO
RESTORED TO ITS' ORIGINAL
CONDITION PRIOR TO ~
CONSTRUCTION.
SERVICE LATERAL
CROSSINGS AT CURB ARE
STAMPED SS= SANITARY
SEWER ~=~ SUBSURFACE
DRAIN W= WATER
NOTE: PAD ELEVA~ON
SHOWh IS PER PLANS AND
IS NOT THE AS-BUILT
ELEVATION.
SILT FENCE TO BE USED
WHERE NEEDED TO KEEP
MUD OFF Of STREETS AND
OUT OF STORM SEWERS,
AREA OF WATER TAP TO BE
BACKFILLED WITH GRANULAR
MATERIAL TO WITHIN 10" OF
TOP OF CURe. ~
~ PROPOSED GRADE PER PLAN
GROUND WATER FLOW
SANITARY SEWER LINE
STORM SEWER LINE
WA1ER UNE
................... EASEMENT UNE
BUILDING SE1BACJ{ LINE
NOTE: BUILDER IS TO
GRADE SIDEYARD SWALE TO
GRADES SHOWN ON THIS
PLAN. IF BUILDER IS
UNABLE TO ACHIEVE
POSITIVE DRAINAGE AWAY
FROM PROPOSED
STRUCTURE, THE ENGINEER
SHALL BE CONTACTED.
BUILDER IS NOT TO DEVIATE
FROM GRADES SHOWN ON
THiS PLAN WITHOUT THE
CONSENT OF BOTH THE
ENGINEER AND BRENWICK.
NOTE: THE FINISHED
FLOOR ELEVATIONS AND
PAD GRADES DEPICTED ON
THIS ~LOT PLAN IS OPEN
FOR REVIEW BY BRENWICK
DEVELOPMENT. THE BUILDER
IS CAUTIONED THAT SAID
INFORMATION IS SUBJECT
TO CHANGE.
DENOTES ~OCAT~ON PER
CONSTRUCTION PLAN
DRAWINGS, CONFIRM BEFORE
CONSTRUCTION OF 6"
SANITARY LATERAL AND
WATER SERVICE LINE
INOTE: CONCRETE kPRON TO
MATCH EXISTING ALLEY
EDGE OF PAVEMENT
ELEVATION
lALL MUD IN STREETS FROM
I~RUCKS LEAVING LOT TO BE
CLEANED AT THE END OF
EACH BAY.
WestClay Village PUD
Ordinance Z~330
Secondary Ama/Large Lot
Single Family Detached Dwelii
Minimum Yard Dimensions:
Front Yard: 20 feet
Side Yard: 5 feet
15 feet aggregal
Rear Yard: 20 feet
Village of WestClay
Building Guidelines and
Requirements For
~esidential Construction
Secondary Area
Minimum Yard Dimensions:
Front Yard: 20 feel
Side Yard: 8% of lot width ~
or 5 feet whiche
is greater
18% aggregate
~5 feet whichev
Is greater
LOT# 831
21,295 S.F.
MINIMUM SETBACKS
Min. Side -- 5 Feet or B% Lot width ~ B.L (7.6 Feet~
Min. Reef -- 20 Feet
ADa. = 18% of lot width ~ B.L (17.1 Feet~
BUILDER SHALL NOT
ALTER ELEVATION
OF AD JOINERS LOT
BUILDER SHALl, NO'
ELEVATION OF Og/
SWALES, INLk~So FIRE
WATER VALVE:~ OR M
AT LOT LINE
·
'ER TO UTILIZE BUILDER SHALL NOT
~T TOp OF CURB iNSTALL A DR1VEWAY
~'BL!SH LOT ~ WITHIN 2 FEET OF LOT LINE
LIRE ELEVATiONs
PLOT PLAN
:ale: 1"~30~
y 5; 2005
BUILDER TO ENSURE
SEDIMENT AND OR
EROSION DOES NOT
LEAVE THE LOT
OF AD,JOINERS LOT
BUILDER TO ENSURE
POSITIVE DRAINAGE
AWAY FROM 8~TRUCTURE
BUILD~t TO INSTALL A
TEMPORARY CONSTRUCTION
ENTRANCE PRIOR TO ANy
EARTtt DISTUR~ ~NCE ACTIVITY
loaf
BUILDER TO I1
SILT FENCE
BLOCK
FAIRBANKS
BUILDER TO
AND OR MAt>
SEDIMEN'F/I'~
by:.
Revised:
Indisnm
20040007~
~* LS20200083 *
Prepared For:
Will Wright
BUilding Corporation
idence
:y Rood