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HomeMy Public PortalAbout11-0439 HicksPermit No. Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Inspection City of i ee Island • Community Develop.. _nt Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 Inspection Inspection Inspection 7/ • • - Date Requested Date Needed Subcontractor Miriamin MEM* it 1163k 1 INTERNATIONAL CODE COUNCIL' MEMBER Date of Inspection / Pass 1) F- Fee Pass Fail Fee Pass 0 Fail Fee Pass 0 Fail Fee DATE ISSUED: 08 -5 -2011 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 8 -FOOT FENCE 707 JONES AVE DONALD/BONNY HICKS 1800 MILFORD CREEK OVERLOOK SW MARIETTA GA 30008 -8110 678 - 410 -6873 TYBEE GIRL HELPERS 1303 JONES AVE TYBEE ISLAND GA 31328 P $ 100.00 $10,929.00 PERMIT #: 110439 TOTAL BALANCE DUE: $ 100.00 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 Location: CITY OF TYBEE ISLAND, GEORuIA APPLICATION FOR BUILDING PERMIT NAME ADDRESS PIN # TELEPHONE Owner ,Dcm�- iO4 -I- 5 \ S (A/vi', Olfr- 5 (. fQLL /AAA Soo b (i2 g `-h to (4' i 3 Architect or Engineer Building Contractor `m(b-e.R._& it-k {— c,t,c-Liz_. . c BOC( J 'M z 1 . ,L. A-()-e_ 60 ) 5C( a (1 (Check all that apply) ❑ Repair ❑ Residential ❑ Renovation ❑ Single Family ❑ Minor Addition ❑ Duplex ❑ Substantial Addition ❑ Multi - Family Other t.„___e__ ❑ Commercial Details of Project: re4yut,-e_ COQ M._e._ ("el E_ h v� -r 4- 0 R._ 1,44 (o t -b AA -A-..) 4� wt4. -e C,(,c -eta ✓l l -' 11,\C-- 0 a LO 0 cl1Y)1-0---V' -4- rQp (..l,1-Le_., t-0 (n ► °1- 0 t/Z a �v4—t /y)„ .MDC,c - ` -tom J IJ v t 61 u�4,6k - (-.2.4+-c___s bn yJ civ -et-EX O n. iirfoc ©-c- UrLet) -Y. L, Ai L ve- `1'11 -2�t-e-- ( LA) ,-Li Y-e- t2 ` l Ct l cc_ l vvi. (�rJ Estimated Cost of Construction: $ IC), 4 �q , (p -Cc _: L t- Z ( 1_4z. I `-gyp = L`F2'l6Hzr, (Enter appropriate number) (4) Masonry (6) Other (please specify) (5) Steel & Masonry i'^ - )a 1 LA--e. ®C a- 1 Fl F• ootprint Changes [1 D• iscovery Fl D• emolition Construction Type (1) Wood Frame (2) Wood & Masonry (3) Brick Veneer Proposed use: Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATI SURVEY OF LOT and complete the following information based on the construction dr- ings and site plan: # Units # Bedroo ' s Lot Area Livin space (total sq. ft.) # Off - street parking spaces Trees located & listed on site plan Access: Driveway (ft.) With culvert? Setbacks: Front Rear # Bathrooms With swale? Sides (L) (R) # Stories Hei ,ht 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 t1i✓ LA/L. . On -site waste and debris containers will be provided bye— • Construction debris will be disposed by .b v (.d.e-4/✓' 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: Zoning Administrator Code Enforcement Officer Water /Sewer Storm /Drainage Inspections City Manager Signature Date FEES Permit Inspections Water Tap Sewer Stub Aid to Const. /00. TOTAL I 00 , June 30, 2010 The following deficiencies have reached an unacceptable level on the projects in the City of Tybee Island. While the deficiencies are not necessarily the fault of the Owner or his agent, they are their responsibilities. The two areas of deficiencies are in the two most basic and common BMPs on local projects. They are: Co — Construction Exit Shc — Sediment Barrier Correct installation information can be found not only in the "Green Book" but in the Field Manual for Erosion and Sediment Control in Georgia, Fourth Edition 2002, 4310 Lexington Road, P.O. Box 8024, Athens, GA 30603, telephone 706.542.3065, www.gaswcc.org, Georgia Soil and Water Conservation Commission; http: / /www.gaswcc.org /docs/ field manual_4ed.pdf. Problems with the Co is not limited to the installation, but to the material. Specifically, the job site personnel are telling me the stone delivered is the 1.5 " -3.5" stone they requested. I have experienced on my own projects suppliers not adhering to the specs they are given with the orders. While I regret this situation, I will no longer be accepting any deviation from the State requirements. The stone will be a representation of 1.5 " -3.5" stone or larger. Gradations that are obviously smaller will no longer be tolerated. The smaller stone allows for a smoother surface with smaller voids, thereby reducing the function of the construction exit. Similarly, I am finding Type A sediment barriers installed where Type C is required and shown on the permit drawings. I have attempted to work with the Owners through increased inspections, additional backup BMPs, etc. This has evidently become common knowledge based on the installations I am finding. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant; steel or wood posts, post spacing, Type C or A. There has been no discharge into state waters due to previous occasional deficiencies. However, the increased frequency has created unnecessary exposure to: 1) Sediment discharge into nearby waters of the State, 2) Increased maintenance efforts by the DPW on downstream lines. 3) Due to #2, higher cost to island taxpayers. I will be adhering strictly to the manual on all BMPs and not just these two. Downer Davis City of Tybee Island Consulting Engineer gnature of Owner /Cont /'tor REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5 -4, Code of Ordinances. Section 5 -4 -9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person, unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property (prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. Applicant name: Project I.D.: Attachments approved by: Date: 5/8" RBF LOT 88 p W to 5. 1 5.1 5/8° RBF 1 LOT 122 N 19 °11'00"E 8x.23' P P LOT 89 LOT 121 li PT/ LOT O i 1 STORY BRICK HOUSE CONC. & BRICK 1-I S 19°18'26"W 89.99' Ira_ PT. LOT 90 1 1(1:i - JONES AVENUE 60' R/W PLAT OF LOT 89 & THE SOUTH 1/2 OF LOT 90, WARD NO. 2, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA STREET ADDRESS: 707 JONES AVENUE FOR: DON HICKS ACCORDING TO THE F.I.RJ1. DATED 9/28/08 THIS SPa: IS WITHIN FLOOD ZONE AE, BEE 11. J. WHITLEY REYNOLDS LAND SURVEYOR 636 STEPHENSON AVENUE SUITE C SAVANNAH, GEORGIA 31405 TELEPHONE: 912- 352 -0464 FAX: 912- 352 -7787 EQUIPMENT: TOPCON AP —L1A ERROR OF CLOSURE: LINEAR: 1/15,100 ANG: r /ANGLE BALANCED BY: L. S. PLAT: 1/58,200 0 20 t t I SCALE: 1''= 20' DATE: NOVEMBER 10, 2010 SURVEY r� DATE: NOVEMBER 11, 2010 PLAT 1 FILE N0.10 -82 \ -1 Uf s.. t=r ' -21 - I -\ lisalinthialtAr „ t: f\f UJI 51kA cat, (ko, ,S , , .1 'AL. Lokta. vi 5 ' T-04,6 q\