HomeMy Public PortalAbout10-0442 CordascoDATE ISSUED: 09 -2 -2010
WORK DESCRIPTION
WORK LOCATION
OWNER NAME
ADDRESS
CITY, ST, ZIP
PHONE NUMBER
CONTRACTOR NAME
ADDRESS
CITY STATE ZIP
FLOOD ZONE
BUILDING VALUATION
SQUARE FOOTAGE
OCCUPANCY TYPE
TOTAL FEES CHARGED
PROPERTY IDENTIFICATION #
PROJECT VALUATION
CITY OF TYBEE ISLAND
BUILDING PERMIT
INSTALL FENCE
8 VILLAGE PL B
ROBERT & AMY CORDASCO
110 PALM GRV
SAVANNAH GA 31410 -3300
ROBERT & AMY CORDASCO
110 PALM GRV
SAVANNAH GA 31410 -3300
P
$ 50.00
$1,000.00
PERMIT #: 100442
TOTAL BALANCE DUE: $ 50.00
It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire,
soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including
all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be
approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction
covered by this permit.
This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted
work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided
unless work has begun within six months of the date of issuance.
Signature of Building Inspector or Authorized Agent:
P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328
(912) 786 -4573 - FAX (912) 786 -9539
www.cityoftybee.org
CITY OF TYBEE ISLAND, GEORGIA
APPLICATION FOR BUILDING PERMIT
V
��
Location: ' ;
NAME
ADDRESS
PIN #
TELEPHONE
Owner
An\
C rc2Sf -O
Architect
or Engineer
Building
Contractor
(Check all that apply)
❑ Repair ❑ Residential
❑ Renovation ❑ Single Family
❑ Minor Addition ❑ Duplex
❑ Substantial Addition ❑ Multi - Family
❑ Other ❑ Commercial
Details of Project:
❑ Footprint Changes
❑ Discovery
❑ Demolition
Estimated Cost of Construction: $
Constru
(1) Wo
(2) Wo
(3) Bri
Propose
Remarks
nType
d Frame
d & Masonry
Veneer
use:
ion
(Enter appropriate number)
(4) Masonry
(5) Steel & Masonry
(6) Other (please specify)
ATTACH COPY
following i format
F THE CERTIFIED ELEVATION SURVEY OF LOT and complete the
n based on the construction drawings and site plan:
# Units # Bedrooms # Bathrooms
Lot Area Living space (total sq. ft.)
# Off - street p. ki _ spaces
Trees located & list- 4 on site plan
Access:
Driveway (ft.) With culvert? With swale?
Setbacks: ront Rear Sides (L) (R)
# Stories Height Vertical distance measured from the average adjacent
grade of the building to the extreme high point of the building, exclusive of chimneys, heating
units, ventilation ducts, air conditioning units, elevators, and similar appurtances.
During construction:
On -site restroom facilities will be provided through
On -site waste and debris containers will be provided by
Construction debris will be disposed by
by means of
I understand that I must comply with zoning, flood damage control, building, fire, shore
protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations.
I understand that the lot must be staked out and that the stakes will be inspected to ensure that the
setback requirements are met. I understand also that a certified plot plan showing elevation must
be attached to this application and that an as -built elevation certification is due as soon as the
habitable floor level is established. Drainage: I realize that I must ensure the adequacy of
drainage of this property so that surrounding property is in no way adversely affected. I accept
responsibility for any corrective action that may be necessary to restore drainage impaired by this
permitted construction.
Date: Signature of Applicant:
Note: A permit normally takes 7 to 10 days to process.
The following is to be completed by City personnel:
Zoning certification
Approved rezoning/variance?
Street address and number: New
Is it in compliance with City map?
If not, has street name and /or number been reported to MPC?
FEMA Certification attached
State Energy Code Affidavit attached
Utilities and Public Works:
Describe any unusual finding(s)
NFIP Flood Zone
Existing
Access to building site
Distance to water main tap site
Distance to sewer stub site
Water meter size
Storm drainage
Approvals: Signature Date
Zoning Administrator
Code Enforcement Officer
Water /Sewer
Storm /Drainage
Inspections
City Manager
FEES
Permit 50
Inspections
Water Tap
Sewer Stub
Aid to Const.
TOTAL
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UTILITY GENERAL NOTES:
1. CONTRACTOR 75 TO COORDINATE ALL GAS i LIGHTING,
e' P.V.C. ELECTRICAL, PHONE, CABLE AND ANY THER 72021770
UTILITIES WITH THE APPROPRIATE UTtury +67140108
2. CONTRACTOR I5 RESPONSIBLE POR 00+7170 ALL
EXISTING UTILITIES PRIOR TO COMME�FCING OF CONSTRUCTION
ACTIVITIES AN0 FOR AVOIDING 0ONAL,F WITH SAME. ANY
DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE
EXPENSE 0P THE CONTRACTOR.
S. WATER USAGE FOR THE PROJECT 4_1 inelVd;ng I -g Lion) WILL
DE APPROXIMATELY 400 grad PER LO FOR CALCULATIONS, 1 gpm
15 ASSUMED PER 0121T (dwroge doily Me Gaorgla
Minimum Standorde for Publle DNnkingg Net4� Syetemel. THIS
PROJECT WILL HAVE 14 7ee1o7NT(AL LOTS AND 2 COMMERCIAL LOTS,
4. WATER LINE TO HAVE RESTRAINEOJOINTS.
6. ALL WATER MAINS ARE TO BE
8, ALL SANITARY SEWER LINES ARE TD UTILIZE RUBBER
74772770 JOINTS AND CONFORM TO ABTM 7034 7014
PIPE 15" AND SMALLER.
7. SANITARY SEWER MAY BE CONNECT
77 70 EXISTING STUB
OUT 1F PROVIDED.
A. A MINIMUM OF f0' SEPARATION MU5r BE MAINTAINED
BETWEEN WATER AND SEWER MAINS,
A, 812 GA. W177 SHALL BE INSTALLED WITH ALL WATER/SEWER
1.1777.
f0. WARNING TAPE SHALL BE INSTAL t) WITH ALL WATER /SEWER
LINES AT 1 TO 2 PEET DIRECTLY ABy7 LINE.
11. A MINIMUM SEPARATION DP 2 FEE1 IS REQUIRE0 BETWEEN ALL
WATER TAPS AND SEWER CONNEC7I06s
12. 4' SAN/TART SEWER LATERALS Sir
O'ALL BE PVC AND HAVE A MINIMUM
SLOPE OF 1X.
13. NEW 1" WATER LATERALS CONNECTION TO MAIN SHALL BE BY
TAPPING SADDLE.
MILLER AVENUE 60 "R /W
UTILITY PLAN
- 10'
Special Pre - Construction Note
Contractor to verify all existing and proposed
structure locations (drainage, eanitary, etc.),
tope and depths prior to ordering moterials or
beginning construction.
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.
14, ALL WATER LATERALS ARE TO DE POLYETHYLENE OR APPROVED EQUAL.
SPECIAL WATER AND SEWER mores
1. ALL SEWER LATERALS AND MAINS ARE TO BE DUCTILE IRON
2. AT THE INTERSECTION OP WATER AND SEWER LINES:
70TH PIPES SHALL BE INSTALLED WITH MILL LENGTH PIPE 50
THAT ALL JOINTS ARE EQUAL DISTANCE FROM THE INTERSECTION.
3. ALL WATER AND SEWER LATERALS ARE TO DE PRIVATELY
MAINTAINED AND ARE NOT THE MAINTENANCE RESPONSIBILITY OF THE
CITY OF TYBEC ISLAND.
WATER METER NOTES
I. ALL WATER METERS AND 80079 SHALL 57 SUPPLIED
BY THE CITY OP TYBEE I5LAND0 DEPARTMENT OP
PUBLIC WORKS.
2. ALL WATER METERS AND BOXES. SHALL 57 LOCATED
AS PER THE C1T7 OF TYBEE ISLAND DIRECTION.
SPECIAL CONSTRUCTION NOTE:
IP ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES
AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF
CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR
OR OWNER OR H15 REPRESENTATIVE PRIOR TO CONSTRUCTING SAID
INCONSISTANT ENTITY. IF THE CONTRACTOR KNOWS OR CAN RE50NA8LY
BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT
IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND F.4175 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 OF SAID ERROR, DISCREPANCY
OR CONFLICT.
X 6 orrlAr ■N•
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CONNECT TO EXISTING
WATER LINE WITH 1"
TAPPING BLEeVE AND
TAPPING VALVE II4
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WATER SERVICE LATERAL
7217 T0.SCALE
THREADED FERRULE &
BRASS SCREW PLUG
CONCRETE
COLLAR
, MM
1/8 BEND C.I.
MM /
TOP 10.50
1.E 8.44
MANHOLE APPEARS
TO RE ABANDONED
ex 2' -0• DV+. CONC.
CONCRETE PAVING
sour
�LEANOUT
NOT TO SCALE
SCALE 1' . 20'
0 20' 40' SD'
DRAWING NUMBER
C -5
5 OF 8 SHEETS