HomeMy Public PortalAbout11-0385 Wilets_2of2Da3
or
Da4
RAISED BERM OR LANDSCAPE
BED TO PREVENT STORM
WATER FROM LEAVING SITE
TOP BERM TO BE 7.75
100.00'
Da3
or
Da4
I.E. 4.80
S 79'55'00" F
inixizevAr #4:4w7
el
4 �.� W000 DECK
RETENTION BASIN TO BE P
DEEP WITH A BOTTOM AREA
OP BOO of AND 3:1
SIDESLOPES - BOTTOM AND
SIDES TO BE SODDED TO
PREVENT EROSION
e
5' 75.00' 6'
25.00'
BUILDING HEIGHT IS 33.5' ABOVE GRADE
Da3
or
Da4
RAISED BERM OR LANDSCAPE
BED TO PREVENT STORM
WATER FROM LEAVING SITE
TOP BERM TO BE 7.71
Da2
Da3
or
Da4
EAST PORTION
OF LOT I3&
WEST 112 OF LOT 114
GENERAL BUILDING INFORMATION NOTES.
1. NEW BUILDING IS TO 80 2,150 of (envelope]
2 PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS
PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND,
GEORGIA ORDINANCES
0 PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION
WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS.
GENERAL DRAINAGE NOTES.
I THE NEW BUILDING WILL RESULT IN A DECREASED RUN -OFF OF
0.18 cfe DUE TO IMPERVIOUS AREA DURING THE 25 YEAR STORM
2 THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED
BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW
FOR PROPER DRAINAGE.
3. THE PROPOSED BUILDING WILL HAVE THE NEED OF GUTTERS AND
DOWNSPOUTS TO DIRECT RUN -OFF.
4. OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING
CONDITIONS WITHIN THE CITY OF TYBEE EXISTING DRAINAGE
SYSTEM AND EASEMENTS.
NOTES.
1. CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING,
ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED
UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES.
2, CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL
EXISTING UTILITIES PRIOR TO COMMENCING OF
CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT
WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL
BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.
3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK
WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR
GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE
CONTRACTOR.
4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED.
DO NOT ABANDON UTILITIES IN PLACE.
5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED
CONSTRUCTION.
B. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE
X TREES TO BE REMOVED
EASEMENT NOTES:
1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE
ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND
RECORDING.
2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED.
ELEVAIIENS SHONN
ON PLANS
SWALE DETAIL
not to soda
BOSWELL DESIGN SERVICES, INC.
8
S
SITE PLAN
SITE' PLAN
to.- 10'
SPECIAL CONSTRUCTION NOTE.
IF THE CONTRACTOR KNOWS OR CAN RESONABLY
Be EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT
IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO
REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED
TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK
REQUIRED TO BE RE- CONSTRUCTED BECAUSE OP SAID ERROR, DISCREPANCY
OR CONFLICT,
SCALE: I" = 12'
DRAWING NUMBER
C-2
2 OF 4 SHEETS