Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My Public Portal
About
20180122-PC-PACKET.pdf
PLANNING COMMISSION Demery Bishop Ron Bossick Tina Gann John King Charles Matlock David McNaughton Alan Robertson A. Call to order: CITY MANAGER Shawn Gillen COMMUNITY DEVELOPMENT DIRECTOR George Shaw Planning Commission Meeting AGENDA January 22, 2018 — 7:00 p.m. For City Council Meeting February 8, 2018 — 7: 00 p.m. B. Consideration of Minutes: 1. Minutes of December 18, 2017 C. Disclosures/Recusals: D. Old Business: CITY ATTORNEY Edward M. Hughes E. New Business: 1. Site Plan Approval: Modify site — 1312 Butler Ave. — Zone C1 -SE —PIN 4-0007-06-005 — Greg Stoeffler. 2. Site Plan Approval: Modify site - 1705 Butler Ave. —Zone C-1 4-0009-02-006 - Karen & Frank Kelly. Adjournment: Lisa L. Schaaf PLANNING COMMISSION Demery Bishop Ron Bossick Tina Gann John King Charles Matlock David McNaughton Alan Robertson Planning Commission Meeting MINUTES December 18, 2017 CITY MANAGER Shawn Gillen COMMUNITY DEVELOPMENT DIRECTOR George Shaw CITY ATTORNEY Edward M. Hughes Chair Bishop called the November 13, 2017 Tybee Island Planning Commission meeting to order. Commissioners present were: Charles Matlock, David McNaughton, John King, Ron Bossick and Tina Gann. Alan Robertson was not present. Consideration of Minutes: Chair Bishop asked for consideration of the November 13 and 27, 2017 meeting minutes. Chair Bishop made a comment on a couple items that he brought to Council this past week that Planning Commission discussed briefly at the November 27th meeting. These were the traffic study mitigation with regards to the Marine Science Center and also the financing with regards to a business plan. He would like to make sure those were noted in the minutes. Commissioner McNaughton made a motion to approve and Vice Chair Bossick seconded, the vote to approve was unanimous. Disclosures/Recusals: Chair Bishop asked if there were any disclosures or recusals. There were none. Old Business: Chair Bishop asked if there was any old business. There was none. New Business: Zoning Variance: Consideration of setback encroachments for single family dwelling -10 Robinson Ave. — Zone RI —PIN 4-0002-08-005 —Mack Kitchens.: Mr. Shaw approached the Commission and stated the property has been to this commission four times and each time it was granted but expired. The petitioner would like to build on this lot. This is also an old slab and is not in great shape and will probably need to be removed. The lot is extremely small and is 65'X 53' roughly and the R-1 setbacks would not allow much of a footprint. Staff recommends approval. Vice Chair Bossick asked if the two lanes around the property could be opened. Mr. Shaw stated yes they could. Chair Bishop asked if there were any changes to this application from the past applications. Mr. Shaw stated not that he noticed. Commissioner Matlock asked are they only asking for a setback only, because somewhere there was mention of a chair lift and steps. Mr. Shaw stated they are only asking for setbacks for the slab and the steps out front. Mr. Bernstein approached the Commission and stated he lives at 5 Sprucewood Ave. and he stated he was concerned about what was actually approved and if it will be any more encroachment to his property line. Mr. Shaw stated the footprint of the existing slab will be used with a 9'9" rear, 127' off east side, 5'3" off west side and with the addition of the front steps 8' off the front. Commissioner King stated is that regardless if the chair lift goes in or not. Mr. Shaw stated the chairlift if used would fit in that same space. Commissioner McNaughton asked if the stairs could come back more if the chairlift was not going to be added. Mr. Shaw stated yes the stairs could be redirected but that will also depend on meeting the code requirements. Mack Kitchens approached the Commission and stated he lives at 146 South Campbell Avenue now and he plans on living at 10 Robinson Avenue when his current property sells. He stated he had a structural engineer look at the foundation footings about four years ago when he first bought it and he was told they were stable and the drainage is currently draining properly. Vice Chair Bossick stated if he rotated the house towards Sprucewood you wouldn't need as much variance. Mack Kitchens stated he didn't want to do that because it would be more costly if he rotated it. Mr. Bernstein approached the commission and asked if Vice Chair Bossick intended to recommend opening up Sprucewood Drive. Vice Chair Bossick stated he was only thinking that it might be an option for Mr. Kitchens. Commissioner McNaughton made a motion to approve, and Commissioner King seconded. Vice Chair Bossick stated he had a concern about the variances if someone else were to reposition the house. Commissioner McNaughton asked Mr. Shaw if the house could not be built outside that line if we approve as is. Mr. Shaw stated if you approve the front setback for the stairs technically you could also put house around those stairs. Commissioner McNaughton stated he wanted to amend his motion to say that conditional upon the front side on Robinson Avenue wall of the house not extend the set back. The motion was seconded again by Commissioner King, the vote to approve was four to approve and one to deny. Chair Bishop stated he had a question from a resident that asked when is Tybee going file for the grant for the raising of homes and there also was a reference that other jurisdictions have already filed, and those dollars are limited and if it is not handled before the deadline then less money will be available. And also what is the current status from a planning perspective. Mr. Shaw stated that the deadline is the same for everyone in the state which is February first 2018. We have a consultant that we hope to get approved tomorrow. They will start work once they are approved. Then there will be a little over a month to evaluate as many homes that can be managed. And the City has been told there is at least 20 million dollars available for the state. Also the City will have to front the amount that will be needed and 2 to 3 million is a figure they are thinking about but that still needs to be decided. Meeting adjourned 8:00pm Lisa L. Schaaf _ ..s CITY OF TYBEE ISLAND SITE PLAN APPROVAL APPLICATION Commercial $500 — A Residential $250 Applicant's Name 00—so—,ge Ace orooer l�c s Address and location of subject property Ce6.nt ; l /LAA- ..Trrr► F SL,4r< 13101 -1 r 14�,eNUie, PIN L! - 000.E - Oil-) - 00 -S' Applicant's Telephone Number 1 a 2 a � S� Applicant's Mailing Address Ap -13 cy j 139 U i �t 6 A Brief description of the land development activity and use of the land thereafter to take place on the property: I CC l tPA- X-0 (� L-0 - i=ii kk-� Property Owner's Name GI f A Telephone Number 9 1 a s6 ?- --5---;L0p Property Owner's Address i 1 � Cc:��-r4�;rJ4 ���.�� 1 yAe-e' �S1uvJ , r✓n —313 Is Applicant the Property Owner? ✓ Yes No If Applicant is the Property Owner, Proof of Ownership is attached: ✓ Yes If Applicant is other than the Property Owner, a signed affidavit from the Property Owner granting the Applicant permission to conduct such land development is attached hereto. Yes Current Zoning of Property Current Use Tc\ t1 4- Names and addresses of all adjacent property owners are attached: V-11Yes If within two (2) years immediately preceding the filing of the Applicant's application for a zoning action, the Applicant has made campaign contributions aggregating to more than $250 to the Mayor and any member of Council or any member of the Planning Commission, the Applicant and the Attorney representing the Applicant must disclose the following: a. The name of the local government official to whom the campaign contribution or gift was made; b. The dollar amount of each campaign contribution made by the applicant to the local government official during the two (2) years immediately preceding the filing of the application for this zoning action, and the date of each contribution; c. An enumeration and description of each gift having a value of $250 or more made by the Applicant to the local government official during the two (2) years immediately preceding the filing of the application for this zoning action. I � I -Let 11, - Date NOTE: Other specific data is required for each type of Site Plan Approval. ..... ....... _ . _ __ .. ... . ........ 7 Fee Amount $ S-0 D Check Number Date City Official NOTE: This application must be accompanied by following information: V 1 copy, no smaller than 11 x 17, of the proposed site plan and architectural renderings. V 1 copy, no smaller than 24 x 36, of the engineered drainage and infrastructure plan. 1 copy, no smaller than 11 x 17, of the existing tree survey and the tree removal and landscaping plan. Disclosure of Campaign Contributions The PIanning Commission may require elevations or other engineering or architectural drawings covering the proposed development. The Mayor and Council will not act upon a zoning decision that requires a site plan until the site plan has met the approval of the City's engineering consultant. (Note: Section 5-080 (A) requires, "Once the engineer has submitted comments to the zoning administrator, a public hearing shall be scheduled.") The Applicant certifies that he/she has read the requirements for Site Plan Approval and has provided the required information to the best of his/her ability in a truthful and honest manner. 11 / 29IJ;> - ------ - Date CITY OF TYBEE ISLAND CONFLICT OF INTEREST IN ZONING ACTIONS DISCLOSURE OF CAMPAIGN CONTRIBUTIONS Have you within the past two (2) years made campaign contributions or gave gifts having an aggregate value of $250.00 or more to a member of the City of Tybee Island Planning Commission, or Mayor and Council or any local government official who will be considering the rezoning application? YES NO IF YES, PLEASE COMPLETE THE FOLLOWING SECTION: NAME OF GOVERNMENT CONTRIBUTIONS GIFTS OF $250.00 DATE OF OFFICIAL I OF $250.00 OR MORE OR MORE CONTRIBUTION IF YOU WISH TO SPEAK CONCERNING THE ATTACHED REZONING APPLICATION, THIS FORM MUST BE FILED WITH THE ZONING ADMINISTRATOR FIVE (5) DAYS PRIOR TO PLANNING COMMISSION MEETING IF CAMPAIGN CONTRIBUTIONS OR GIFTS IN EXCESS OF $250.00 HAVE BEEN MADE TO ANY MEMBER OF THE PLANNING COMMISSION OR MAYOR AND COUNCIL. Signature Printed Name Date « ag li- Sec. 5-080. - Site plan approval. The site plan approval process is intended to provide the general public, planning commission, and mayor and council with information pertinent to how a new development will affect the surrounding area and the city as a whole and to ensure compliance with all applicable regulations and considerations as hereinafter stated. Where a variance, special review, or any other land development activity is involved in connection with a site plan, the standards applicable to the variance, special review, and/or land development activity applied for shall apply. (A) Process. Upon submittal of the site plan, the designated city official will review the site plan or 110ticeable discrepancies and determine if there is a need to apply for other zoning actions. The site plan is then forwarded to the city's consulting engineer. Once the engineer has submitted continents to the designated city official, a public hearing before the planning commission shall be scheduled. The public hearing shall be held regardless of whether the site plan meets the requirements of this Land Development Code. Until the applicant addresses all of the engineer's comments and the site plan is satisfactory, the mayor and council will not consi'd'er the plan. In addition to all other requirements, any applicant for a site plan must identify all prior site plan applications made by the applicant, any affiliates/relatives, corporate or business entities in which the applicant has had an interest for the property which is the subject matter of the current application. The applicant must identify any parking meters proposed to be eliminated from city rights-of- way by the proposed site plan implementation. The applicant must demonstrate compliance with all other applicable ordinances including but not limited to stormwater, flood damage prevention, and buffering. 1. considering a site plan, the mayor and council may consider whether the proposed development will be unreasonably detrimental to adjacent or nearby uses and whether the proposed development will adversely impact existing conditions in the overall neighborhood, including but not limited to: (1) The impact or lack thereof on available resources and utilities. (2) Whether the proposed development is of a scale and mass so as to be compatible with the character of the neighborhood. (3) Whether the proposed development is consistent with the character area under the master plan. (4) Density considerations for the neighborhood including demands on infrastructure, traffic, and other relevant factors. In considering a site plan, the mayor and council may approve or deny the application as submitted, or add or delete conditions appropriate to protecting the interest of the applicant as well as those of nearby properties. Buffering requirements beyond those expressly identified may also be imposed. If conditions are added or deleted the applicant must subsequently submit a revised plan of the proposed development to the designated city official and all such conditions that had been added or deleted must be accepted by the city's consulting engineer. If all of the foregoing requirements have been satisfied and further if the mayor and council find that the benefits of and need for the proposed use and project are greater than any possible depreciating effects and damages to the neighboring properties, the application may be granted. (B) Other zoning actions. Because special review, variances and map amendments require site plans, site plan review may be the first step in the permitting process, however, the site plan should identify any other zoning actions necessary in order for the intended development to be constructed so that a public hearing can be held on all such zoning actions simultaneously with the public hearing on the site plan. Site plan approval should encompass approval of all other zoning actions necessary to accomplish the development, however, if the intended development is to be altered from an approved site plan, additional public hearing and review is necessary if an additional special review, variance or map amendment is necessitated by the proposed alteration. (C) Site plan longevity. After a site plan has been approved by the mayor and council it shall be valid for a period of 18 months from the date of approval. If a building permit has not been obtained and work has not begun, the site plan approval shall be void and a new application must be submitted for site plan approval. (Ord. No. 1999-26, 8-12-1999; Ord. No. 2002-15, 7-11-2002; Ord. No. 2002-15, amended 1-9-2003; Ord. No. 1999-26, amended 8-12-1999; Ord. No. 1999-19, amended 6-15-1999; Ord. No. No. 2005-14, § 1, 5-26-2005; Ord. No. 2005-14, § 1, 5-26-2005; Ord. No. 01-2015, § 1, 1-15-2015) RECORDATION REQUESTED BY: Amerls Bank Godley Station 140 Towne Center Blvd Pooler, GA 31322 WHEN RECORDED MAIL TO: Amens Hank Attn: Eastern Regional Loan Hub 7625 Saymeadows Way Ste 200-A Jacksonville, FL 32256 SEND TAX NOTICES TO: Desoto Beach Properties, LLC 210 Butler Ave Tybee Island, GA 31328-9789 SECURITY DE=ED THIS SECURITY DEED dated May 19, 2017, is made and executed between Desoto Beach Properties, LLC, a Georgia limited liability company, whose address is 210 Butler Ave, Tybee Island, GA 31328-9789 (referred to below as "Grantor") and Ameris Bank, whose address is 140 Towne Center Blvd, Pooler, GA 31322 (referred to below as "Lender"). GRANT OF SECURITY DEED. FOR AND IN CONSIDERATION of the financial accommodations to Grantor by Lender resulting in the obligation which is hereinafter more particularly described, and in order to secure that obligation, Grantor hereby grants, bargains, conveys, transfers, assigns and sells to Lender, with power of sale, all of Grantor's right, title, and interest in and to the following described real property: The Real Property is located in Chatham County, State of Georgia and is described as follows: See Exhibit "A", which is attached to this Security Deed and made a part of this Security Deed as if fully set forth herein. TOGETHER WITH ANY AND ALL of the following: (i) all buildings, structures and Improvements now or hereafter located on the real property or on any part or parcel thereof and all fixtures affixed or attached, actually or constructively, thereto; (ii) all and singular the tenements, heredilaments, easements and appurtenances helorging thereunto or in any wise appertaining thereto and the reversion and reversions, remainder or remainders thereof; (iii) all Rents accruing therefrom, whether now ar hereafter due; (iv) all accounts and contract rights now or hereafter arising in connection with any part or parcel thereof or any buildings, structures or improvements now or hereafter located thereon, including without limitation all accounts and Contract rights In and to all leases or undertakings to lease now or hereafter affecting the land or any buildings, structures, or improvements thereon; (v) all minerals, flowers, crops, trees, timber, shrubbery and other emblements now or hereafter located thereon or thereunder or on or under any part or parcel thereof; (vi) all estates, rights, title and interest therein, or in any part or parcel thereof; (vii) all equipment, machinery, apparatus, fittings, fixtures, furniture, furnishings, mobile homes, modular homes and all personal property of every kind or description whatsoever now or hereafter located thereon, or in or on the buildings, structures and Improvements thereon, and used in connection with the operation and maintenance thereof, and all additions thereto and replacements thereof; and (vlli) all building materials, supplies, goods and equipment delivered thereto and placed thereon for the purpose of being affixed to or installed or incorporated or otherwise used in the buildings, structures or other improvements now or hereafter located thereon or any part or parcel thereof. The Real Property or its address is commonly known as (Parcel A) 1312 Butler Avenue, Tybee island, GA 31426 and (Parcel B) 57 S. Captains View, Tybee Island GA 31328. The Real Property tax identification number is 4-0007-06-005 (as to Parcel A) and 4-0021-16-117 (as to Parcel B). FUTURE ADVANCES. In addition to the Note, this Security Deed secures all future advances made by Lender to Grantor whether or not the advances are made pursuant to a commitment. Specifically, without limitation, this Security Deed secures, in addition to the amounts specified in the Note, all future amounts Lender in its discretion may lean to Grantor, together with all interest thereon. THIS SECURITY DEED, INCLUDING THE ASSIGNMENT OF RENTS AND THE SECURITY INTEREST IN THE RENTS AND PERSONAL PROPERTY, IS GIVEN TO SECURE (A) PAYMENT OF THE INDEBTEDNESS AND (B) PERFORMANCE OF ANY AND ALL OBLIGATIONS UNDER THE NOTE IN THE ORIGINAL PRINCIPAL AMOUNT OF $1,239,635.56 WHICH HAS THE MATURITY DATE OF MAY 19, 2024, THE RELATED DOCUMENTS, AND THIS SECURITY DEED. THIS CONVEYANCE SHALL BE CONSTRUED AS A DEED PASSING TITLE AND NOT AS A MORTGAGE. IT IS THE INTENTION OF GRANTOR AND LENDER TO CREATE A PERPETUAL OR INDEFINITE SECURITY INTEREST IN THE REAL PROPERTY DESCRIBED IN THIS SECURITY DEED PURSUANT TO O.C.G.A. 44-14-60 AND TO AGREE THAT TITLE SHALL NOT REVERT TO GRANTOR FOR A PERIOD OF TWENTY (20) YEARS FROM THE DATE OF THIS SECURITY DEED, HOWEVER, NOTHING IN THIS PARAGRAPH WILL IMPAIR LENDER'S RIGHTS TO COLLECTION OF THE INDEBTEDNESS AND FORECLOSURE OF THE SECURITY INTEREST IF THE INDEBTEDNESS IS NOT REPAID WHEN DUE. THIS SECURITY DEED IS GIVEN AND ACCEPTED ON THE FOLLOWING TERMS: PAYMENT AND PERFORMANCE. Except as otherwise provided in Ibis Security Deed, Grantor shall pay to Lender all amounts secured by this Security Deed as they become due and shall strictly perform all of Grantors obligations under this Security Deed and the Related Documents. POSSESSION AND MAINTENANCE OF THE PROPERTY. Grantor agrees that Grantor's possession and use of the Property shall be governed by the following provisions: Possession and Use. Until the occurrence of an Event of Default, Grantor may (1) remain in possession and control of the Property; (2) use, operate or manage the Property; and (3) collect the Rents from the Property. Duty to Maintain. Grantor shall maintain the Property in tenantable condition and promptly perform all repairs, replacements, and maintenance necessary to preserve its value. Compliance With Environmental Laws. Grantor represents and warrants to Lender that_ (1) During the period of Grantor's ownership of the Property, there has been no use, generation, manufacture, storage, treatment, disposal, release or threatened release of any Hazardous Substance by any person on, under, about or from the Property; (2) Grantor has no knowledge of, or reason to believe that there has been, except as previously disclosed to and acknowledged by Lender in writing, (a) any breach or violation of any Environmental Laws, (b) any use, generation, manufacture, storage, treatment, disposal, release or threatened release of any Hazardous Substance on, under, about or from the Property by any prior owners or occupants of the Property, or (c) any actual or threatened litigation or claims of any kind by any person relating to such matters; and (3) Except as previously disclosed to and acknowledged by Lender in writing, (a) neither Grantor nor any tenant, contractor, agent or other authorized user of the Property shall use, generate, manufacture, store, treat, dispose of or release any Hazardous Substance on, under, about or from the Property; and (b) any such activity shall be conducted in compliance with all applicable federal, state, and local laws, regulations and ordinances, including without limitation all Envlronmentai Laws. Grantor authorizes Lender and its agents to enter upon the Property to make such inspections and tests, at Grantor's expense, as Lender may deem appropriate to determine compliance of the Property with this section of the Security Beed. Any inspections or tests made by Lender shall be for Lender's purposes only and shall not be construed to create any responsibility or liability on the part of Lender to Grantor or to any other person. The representations and warranties contained herein are based an Grantors due diligence in investigating (he Property for Hazardous Substances. Grantor hereby (1) releases and waives any future claims against Lender for Indemnity or contribution in the event Grantor 6ecemes liable for cleanup or other costs under any such laws; and (2) agrees to indemnify, defend, and hold harmless Lender against any and all claims, losses, liabilities, damages, penalties, and expenses which Lender may directly or indirectly sustain or suffer resulting from a SECURITY DEED Loan No: 7554000657-101 (Continued) Page 2 breach of this section of the Security Deed or as a consequence of any use, generation, manufacture, storage, disposal, release or threatened release occurring prior to Grantor's ownership or interest in the Property, whether or not the same was or should have been known to Grantor. The provisions of this section of the Security Deed, including the obligation to indemnify and defend, shad survive the payment of the Indebtedness and the satisfaction and reconveyance of the lien of this Security Deed and shall not be affected by Lenders acquisition of any interest in the Property, whether by foreclosure or otherwise. Nuisance, Waste. Grantor shall not cause, conduct or permit any nuisance nor commit, permit, or suffer any stripping of or waste en or to the Property or any portion of the Property. Without limiting the generality of the foregoing, Grantor will not remove, or grant to any other party the right to remove, any timber, minerals (including oil and gas), coal, clay, scoria, soif, gravel or rock products without Lender's prior written consent. Removal of Improvements. Grantor shall not demolish or remove any Improvements from the Real Property without Lender's prior written consent. As a condition to the removal of any Improvements. Lender may require Grantor to make arrangements satisfactory to Lender to replace such Improvements with Improvements of at least equal value. Lender's Right to Enter. Lender and Lender's agents and representatives may enter upon the Real Property at all reasonable times to attend to Lender's interests and to inspect the Real Property for purposes of Grantors compliance with the terms and conditions of this Security Deed. Compliance with Governmental Requirements. Grantor shall promptly comply with all laws, ordinances, and regulations, now or hereafter in effect, of all governmental authorities applicable to the use or occupancy of the Property, including without limitation, the Americans With Disabilities Act. Grantor may contest in good faith any such law, ordinance, or regulation and withhold compliance during any proceeding, including appropriate appeals, so long as Grantor has notified Lender in writing prior to doing so and so long as, in Lenders sole opinion. Lenders interests in the Property are not jeopardized. Lender may require Grantor to post adequale security or a surety bond, reasonably satisfactory to Lender, to protect Lender's interest. Duty to Protect. Grantor agrees neither to abandon or leave unattended the Property. Grantor shall do all other acts, in addition to those acts set forth above in this section, which from the character and use of the Property are reasonably necessary to protect and preserve the Property. DUE ON SALE - CONSENT BY LENDER. Lender may, at Lender's option, declare Immediately due and payable all sums secured by this Security Deed upon the sale or transfer, without Lender's prior written consent, of all or any part of the Property, or any interest in the Property. A "sale or transfer' means the conveyance of Property or any right, title or interest in the Property; whether legal, beneficial or equitable; whether voluntary or involuntary; whether by outright sale, deed, installment sale contract, land contract, contract for deed, leasehold interest with a term greater than three (3) years, lease -option contract, or by sale, assignment, or transfer of any beneficial interest In or to any land trust holding title to the Property, or by any other method of conveyance of an interest in the Property. If any Grantor is a corporation, partnership or limited liability company, transfer also includes any change in ownership of more than twenty-five percent (25%) of the voting stock, partnership interests or limited liability company interests, as the case may be, of such Grantor. However, this option shall riot be exercised by Lender if such exercise is prohibited by federal law or by Georgia law. TAXES AND LIENS. The following provisions relating to the taxes and liens on the Property are part of this Security Deed: Payment. Grantor shall pay when due (and in all events prior to delinquency) all taxes, payroll taxes, special taxes, assessments, water charges and sewer service charges levied against or on account of the Property, and shall pay when due all claims for work done on or for services rendered or material furnished to the Property. Grantor shall maintain the Property free of any liens having priority over or equal to the interest of Lender under this Security Deed, except for those liens specifically agreed to in writing by Lender, and except for the lien of taxes and assessments not due as further specified in the Right to Contest paragraph, Right to Contest. Grantor may withhold payment of any tax, assessment, or claim in connection with a good faith dispute over the obligation to pay, so long as Lenders interest in the Property is not jeopardized. If a lien arises or is fled as a result of nonpayment, Grantor shall within fifteen (l 5) days after the lien arises or, if a lien is flied, within fifteen (15) days after Grantor has notice of the filing, secure the discharge of the lien, or if requested by Lender, deposit with Lender cash or a sufficient corporate surety bond or other security saffsfactory to Lender in an amount sufrctent to discharge the lien plus any costs and permissible fees, or other charges that could accrue as a result of a foreciosure or sale under the lien. In any contest. Grantor shall defend itself and Lender and shalt satisfy any adverse judgment before enforcement against the Property. Grantor shall name Lender as an additional obligee under any surety bond furnished in the contest proceedings. Evidence of Payment. Grantor shall upon demand furnish to Lender satisfactory evidence of payment of the taxes or assessments and shall authorize the appropriate governmental official to deliver to Lender at any time a written statement of the taxes and assessments against the Property. Notice of Construction. Grantor shall notify Lender at least fifteen (15) days before any work is commenced, any services are furnished, or any materials are supplied to the Property, if any mechanic's lien, materialmen's lien, or other lien could be asserted on account of the work, services, or materials. Grantor will upon request of Lender furnish to Lender advance assurances satisfactory to Lender that Grantor can and will pay the cost of such improvements. PROPERTY DAMAGE INSURANCE, The following provisions relating to insuring the Property are a part of this Security Deed: Maintenance of Insurance. Grantor shall procure and maintain policies of fire insurance with standard extended coverage endorsements on a replacement basis for the full insurable value covering all improvements on the Real Property in an amount sufficient to avoid application of any coinsurance clause, and with a standard mortgagee clause in favor of Lender. Grantor shall also procure and maintain comprehensive general liability insurance in such coverage amounts as Lender may request with Lender being named as additional insureds in such liability insurance polio"es. Additionally, Grantor shall maintain such other insurance, including but not limited to hazard, business interruption and boiler Insurance as Lender may require. Policles shall be written by such insurance companies and in such form as may be reasonably acceptable to Lender. Grantor shall deliver to Lender certificates of coverage from each insurer containing a stipulation that coverage will not be canceVed or diminished without a minimum of thirty (30) days' prior written notice to Lender and not containing any disclaimer of the insurers liability for failure to give such notice. Each insurance policy also shall include an endorsement providing that coverage in favor of Lender will not be impaired in any way by any act, omission or default of Grantor or any other person. The Real Property is or will be located in an area designated by the Administrator of the Federal Emergency Management Agency as a special flood hazard area. Grantor agrees to obtain and maintain Federal Flood Insurance, if available, for the full unpaid principal balance of the loan and any prior liens on the property securing the loan, up to the maximum policy limits set under the National Flood Insurance Program, or as otherwise required by Lender, and to maintain such Insurance for the term of the loan. Application of Proceeds. Grantor shall promptly notify Lender of any loss or damage to the Property. Lender may make proof of less If Grantor fails to do so within fifteen (15) days of the casually. Whether or not Lender's security is impaired, Lender may, at Lenders election, receive and retain the proceeds of any insurance and apply the proceeds to the reduction of the Indebtedness, payment of any lien affecting the Property, or the restoration and repair of the Property. If Lender elects to apply the proceeds to restoration and repair, Grantor shall repair or replace the damaged or destroyed Improvements in a manner satisfactory to Lender. Lender shall, upon satisfactory proof of such expenditure, pay or reimburse Grantor from the proceeds for the reasonable cost of repair or restoration if Grantor Is not in default under this Security Deed. Any proceeds which have not been disbursed within 180 days after III& receipt and which fender has not committed to the repair or restoration of the Property shall be used first to pay any amount owing to Lender under this Security Deed, Then to pay accrued interest, and the remainder, if any, shall be applied to the principal balance of the Indebtedness. If Lender holds any proceeds after payment ;n full of the Indebtedness, such proceeds shall be paid to Grantor as Grantor's interests may appear. Grantor's Report on Insurance. Upon request of Lender, however nor more than once a year, Grantor shall fumish to Lender a report on each existing policy of insurance showing: (1) the name of the Insurer; (2) the risks insured; (3) the amount of the policy; (4) SECURITY DEED Loan No: 7554000657-101 (Continued) Page 3 the property insured, the then current replacement value of such property, and the manner of determining that value; and (5) the expiration date of the policy. Grantor shall, upon request of Lender, have an independent appraiser satisfactory to Lender determine the cash value replacement cost of the Property. TAX AND INSURANCE RESERVES. Subject to any limitations and consistent with any requirements set by applicable law. Lender may require Grantor to maintain with Lender reserves for payment of annual taxes, assessments, and insurance premiums, which reserves shall be created by an initial deposit and subsequent monthly payments, or payments at such other interval as payments under the Note may be due, of a sum estimated by Lender to be sufficient to pay the total annual taxes, assessments, and insurance premiums Lender reasonably anticipates to be paid from these reserves. The reserve funds shall be held by Lender as a general deposit from Grantor, which Lender may satisfy by payment of the taxes, assessments, and insurance premiums required to be paid by Grantor as they become due. Lender shall have the right to draw upon the reserve funds to pay such items, and Lender shall not be required to determine the validity or accuracy of any item before paying it. Nothing in the Security Deed shaft be construed as requiring Lender to advance other monies for such purposes, and Lender shall not incur any liability for anything it may do or omit to do with respect to the reserve account. Subject to any limitations set by applicable law, if the reserve funds disclose a shortage or deficiency, Grantor shall pay such shortage or deficiency as required by Lender. All amounts in the reserve account are hereby pledged to further secure the Indebtedness, and Lender is hereby authorized to withdraw and apply such amounts on the Indebtedness upon the occurrence of an Event of Default. Lender shall not be required to pay any interest or earnings on the reserve funds unless required by law or agreed to by Lender in writing. Lender does not hold the reserve funds in trust for Grantor, and Lender is not Grantor's agent for payment of the taxes and assessments required to be paid by Grantor, LENDER'S EXPENDITURES. If any action or proceeding is commenced that would materially affect Lenders interest in the Property or if Grantor fails to comply with any provision of this Security Deed or any Routed Documents, including but not limited to Grantor's failure to discharge or pay when due any amounts Grantor is required to discharge or pay under this Security Deed or any Related Documents, Lander on Grantors behalf may (but shall not be obligated to) take any action that Lender deems appropriate, including but not limited to discharging or paying all taxes, liens, security interests, encumbrances and other claims, at any time levied or placed on the Property and paying all costs for insuring, maintaining and preserving the Property. All such expenditures incurred or paid by Lender for such purposes will then bear interest at the rate charged under the Nate from the date incurred or paid by Lender to the date of repayment by Grantor. All such expenses will become a part of the Indebtedness and, at Lenders option, will (A) be payable on demand; (B) be added to the balance of the Note and be apportioned among and be payable with any installment payments to became due during either (1) the term of any applicable Insurance policy; or (2) the remaining term of the Note; or (C) be treated as a balloon payment which will be due and payable at the Note's maturity. The Security Deed also will secure payment of these amounts. Such right shall be in addition to all other rights and remedies to which Lender may be entitled upon Default. WARRANTY; DEFENSE OF TITLE. The following provisions relating to ownership of the Property are a part of this Security Deed: Title. Grantor warrants that: (a) Grantor holds good and marketable title of record to the Property in fee simple, free and clear of all liens and encumbrances other than those set forth in the Real Property description or in any title insurance policy, title report, or final title opinion issued in favor of, and accepted by, Lender in connection with this Security Deed, and (b) Grantor has the full right, power, and authority to execute and deliver this Security Deed to Lender. Defense of Title. Subject to the exception in the paragraph above, Grantor warrants and will forever defend the title to the Property against the lawful claims of all persons. In the event any action or proceeding is commenced that questions Grantor's title or the interest of Lender under this Security Deed, Grantor shalt defend the action at Grantors expense, Grantor may be the nominal party in such proceeding, but Lender shall be entitled to participate in the proceeding and to be represented in the proceeding by counsel of Lenders own choice, and Grantor will deliver, or cause to be delivered, to Lender such instruments as Lender may request from time IQ time to permit such participation. Compliance With Laws. Grantor warrants that the Property and Grantors use of the Property complies with all existing applicable laws, ordinances, and regulations of governmental authorities. Survival of Representations and Warranties. All representations, warranties, and agreements made by Grantor In this Security Deed shall survive the execution and delivery of this Security Deed, shall be continuing in nature, and shall remain in full force and effect until such time as Grantors Indebtedness shall be paid in full. CONDEMNATION. The following provisions relating to condemnation proceedings are a part of this Security Deed: Proceedings. If any proceeding in condemnation is filed, Grantor shall promptly notify Lender in writing, and Grantor shall promptly take such steps as may be necessary to defend the action and obtain the award. Grantor may be the nominal party in such proceeding, but Lender shall be entitled to participate in the proceeding and to ba represented in the proceeding by counsel of its own choice, and Grantor w€ll deliver or cause to be delivered to Lender such instruments and documentation as may be requested by Lender from time to time to permit such participation. Application of Net Proceeds. If all or any part of the Property is condemned by eminent domain proceedings or by any proceeding or purchase in lieu of condemnation, Lender may at its election require that all or any portion of the net proceeds of the award be applied to the Indebtedness or the repair or restoration of the Property. The net proceeds of the award shall mean the award after payment of all reasonable attorneys' fees and costs and expenses, including court costs that are incurred by Lender in connection with the condemnation. IMPOSITION OF TAXES, FEES AND CHARGES BY GOVERNMENTAL AUTHORITIES. The following provisions relating to governmental taxes, fees and charges are a part of this Security Deed: Current Taxes, Fees and Charges. Upon request by Lender, Grantor shall execute such documents in addition to this Security Deed and take whatever other action is requested by Lender to perfect and continue Lenders security interest on the Property. Grantor shall reimburse Lender for all taxes, as described below, together with all expenses Incurred in recording, perfecting or continuing this Security Deed, including without limitation all taxes, fees, documentary stamps, and other charges for recording or registering this Security Deed, Taxes. The following shall constitute taxes to which this section applies: (t) a specific tax upon this type of Security Deed or upon all or any part of the Indebtedness secured by this Security Deed; (2) a specific tax on Grantor which Grantor is authorized or required to deduct from payments on the Indebtedness secured by this type of Security Deed; (3) a tax on this type of Security Deed chargeable against the Lender or the holder of the Note; and (4) a specific tax on all or any portion of the Indebtedness or on payments of principal and interest made by Grantor, Subsequent Taxes. If any tax to which this section applies is enacted subsequent to the date of this Security Deed, this event shall have the same effect as an Event of Default, and Lender may exercise any or al€ of its available remedies for an Event of Default as provided below unless Grantor either (1) pays the tax before it becomes delinquent, or (2) contests the tax as provided above in the Taxes and Liens section and deposits with Lender cash or a sufficient corporate surety bond or other security satisfactory to Lender. SECURITY AGREEMENT; FINANCING STATEMENTS. The following provisions relating to this Security Deed as a security agreement are a part of this Security Deed: Security Agreement. This instrument shall constitute a Security Agreement to the extent any of the Property constitutes fixtures, and Lender shall have all of the rights of a secured party under the Uniform Commercial Cade as amended from time to lime, Security Interest. Upon request by Lender. Grantor shall take whatever action is requested by Lender to perfect and continue Lenders security interest in the Rents and Personal Property. In addition to recording this Security Deed in the real property records, Lender may, at any time and without further authorization from Grantor, file executed counterparts, copies or reproductions of this Security Deed as a financing statement. Grantor shall reimburse Lender for all expenses Incurred in perrecting or continuing this security interest. Upon default, Grantor shall not remove, sever or detach the Personal Properly from the Property. Upon default, Grantor shall assemble any Personal Property not affixed to the Property in a manner and at a place reasonably convenient to Grantor and Lender SECURITY DEED Loan No: 7554000657-901 (Continued) Page 4 and make it available to Lender within three (3) days after receipt of written demand from Lender to the extent permitted by appkcable Yaw. Addresses. The mailing addresses of Grantor (debtor) and Lender (secured party) from which information concerning the security interest granted by this Security Deed may he obtained (each as required by the Uniform Commercial Code) are as stated on the first page of this Security Deed. FURTHER ASSURANCES; ATTORNEY -€N -FACT. The following provisions relating to further assurances and attomey-in-fact are a part of this Security Deed: Further Assurances. At any time, and From time to time, upon request of Lender, Grantor will make, execute and de€iver, or will cause to be made. executed or delivered, to Lender or to Lenders designee, and when requested by Lender, cause to be filed, recorded, refiled, or rerecorded, as the case may be, at such times and in such offices and places as Lender may deem appropriate, any and all such mortgages, deeds of trust, security deeds, security agreements, f€nancing statements, continuation statements, instruments of further assurance, certificates, and other documents as may, in the sole opinion of Lender, be necessary or desirable in order to effectuate, complete, perfect, continue, or preserve (1) Grantors obligations under the Note, this Security Deed, and the Relaled Documents, and (2) the liens and security interests created by this Security Deed as first and prior liens on the Property, whether now owned or hereafter acquired by Grantor. Unless prohib#ted by law or Lender agrees to the contrary in writing, Grantor shall reimburse Lender for all costs and expenses Incurred in connection with the matters referred to in this paragraph. Attorney -In -Fact. If Grantor fails to do any of the things referred to in the preceding paragraph, Lender may do se for and in the name of Grantor and at Grantor's expense. For such purposes, Grantor hereby irrevocably appoints Lender as Grantor's attorney-in-fact for the purpose of making, executing, delivering, riling, recording, and deing all other things as may be necessary or desirable, in Lenders sole opinion, to accomplish the matters referred to in the preceding paragraph. FULL PERFORMANCE. If Grantor pays all the Indebtedness, including without limitation ail future advances, when due, and otherwise performs all the obligations imposed upon Grantor under this Security Deed, Lender shall execute and deliver to Grantor a suitable satisfaction of this Security Deed and suitable statements of termination of any financing statement on file evidencing Lenders security interest in the Rents and the Personal Property. Grantor will pay, if permitted by applicable law, any reasonable termination fee as determined by Lender from time to time. EVENTS OF DEFAULT. Each of the following, at Lenders option, shall constitute an Event of Default under this Security Deed: Payment Default Grantor fails to make any payment when due under the Indebtedness. Default on Other Payments. Failure of Grantor within the time required by this Security Deed to make any payment for taxes or insurance, or any other payment necessary to prevent filing of or to effect discharge of any lien. Other Defaults. Grantor fails to comply wish or to perform any other term, obligation, covenant or condition contained in this Security Deed or in any of the Related Documents or to comply with or to perform any term, obligation, covenant or condition contained in any other agreement between Lender and Grantor. Default in Favor of Third Parties. Should Grantor default under any loan, extension of credit, security agreement, purchase or sales agreement, or any other agreement, in favor of any other creditor or person that may materially affect any of Grantor's property or Grantor's ability to repay the Indebtedness or Grantor's ability to perform Grantors obligations under this Security Deed or any of the Related Documents. False Statements. Any warranty, representation or statement made or furnished to Lender by Grantor or on Grantors behalf under this Security Deed or the Related Documents is false or misleading in any material respect, either now or at the time made or furnished or becomes false or misleading at any time thereafter. Defective Collateralization. This Security Deed or any of the Related Documents ceases to be in full force and effect (including failure of any collateral document to create a valid and perfected security interest or lien) at any time and for any reason. Insolvency. The dissolution or termination of Grantors existence as a going business, the insolvency of Grantor, the appointment of a receiver for any part of Grantors property, any assignment for the benefit of creditors, any type of creditor workout, or the commencement of any proceeding under any bankruptcy or insolvency laws by or against Grantor. Credltor or Forfeiture Proceedings. Commencement of foreclosure or forfeiture proceedings, whether by judicial proceeding, self-help, repossession or any other method, by any creditor of Grantor or by any governmental agency against any property securing the Indebtedness. This includes a garnishment of any of Grantors accounts, including deposit accounts, with Lender. However, this Event of Default shall not apply if there is a good faith dispute by Grantor as to the validity or reasonableness of the claim which is the basis of the creditor or forfeiture proceeding and if Grantor gives Lender written notice of the creditor or forfeiture proceeding and deposits with Lender monies or a surety bond for the creditor or forfeiture proceeding, in an amount determined by Lender, in its sole discretion, as being an adequate reserve or bond for the dispute. Breach of Other Agreement. Any breach by Grantor under the terms of any other agreement between Grantor and Lender that is not remedied within any grace period provided therein, including without limitation any agreement concerning any Indebtedness or other obligation of Grantor to Lender, whether existing now or later. Events Affecting Guarantor. Any of the preceding events occurs with respect to any Guarantor of any of the Indebtedness or any Guarantor dies or becomes incompetent, or revokes or disputes the validity of, or liability under, any Guaranty of the Indebtedness. Adverse Change. A material adverse change occurs in Grantors financial condition, or Lender believes the prospect of payment or performance of the Indebtedness is impaired. Insecurity. Lender in good faith believes itself insecure. LENDER'S REMEDIES AND POWER OF SALE. Upon the occurrence of an Event of Default, Lender shall have the following rights, powers, and remedies: Accelerate Indebtedness. Lender, at Lenders option and election and without notice to Grantor, may declare all or any portion of the Indebtedness to be immediately due and payable, whereupon the same shall be and shall become due and payable forthwith without presentment demand, protest or notice of any kind, all of which are expressly waived by Grantor. Entry and Possession. Lender may enter upon the Property, or any part thereof, and take possession of the Property, excluding therefrom Grantor and all agents, employees and representatives of Grantor, employ a manager of the Property or any part thereof; hold, store, use, operate, manage, control, maintain and lease the Property or any part thereof; conduct business thereon; make all necessary and appropriate repairs, renewals, and replacements; keep the Property insured; and carry out or enter into agreements of any kind with respect to the Property. Collection of Rents. Lender may collect and receive all Rents from the Property and apply the same to the Indebtedness, after deducting therefrom all costs, charges, and expenses of taking, holding, managing, and operating the Property, including the fees and expenses of Lenders attorneys, and agents. Payments. Lender may pay any sum or sums deemed necessary or appropriate by Lender to protect the Property or any part of the Property or Lenders interest in the Property. Other Remedies. Lender may exercise ail rights and remedies contained in any Related Document, heretofore, concurrently herewith or in the future executed by Grantor in favor of Lender in connection with the transactions resulting in the Indebtedness or any part thereof. Appointment of Receiver. Lender may make application to any court and he entitled to the appointment of a receiver to take charge of SECURITY DEED Loan No: 7554000657-101 (Continued) Page 5 the Property or any part thereof without alleging or proving, or having any consideration given to, the insolvency of Grantor, the value of the Properly as security for the Indebtedness, or any other matter usually incident to the appointment of a receiver. UCC Remedies. With respect to the Personal Properly in which a security interest is herein granted, Lender may exercise any or all of the rights accruing to a secured party under this Security Deed, the Uniform Commercial Cade (Sections 11-9-101 at. seq. of the Ga. Code Annotated) and any other applicable law. Grantor shall, if Lender requests, assemble all such Personal Property and make it available to Lender at a place or places to be designated by Lender, which shall be reasonably convenient to Grantor and Lender, Any notice required to be given by Lender of a public or private sale, lease or other disposition of the Personal Property or any other intended action by Lender may be delivered personally to Grantor or may be deposited in the United Stales mail with postage prepaid duty addressed to Grantor at the address of Grantor last known to Lender at feast five (5) business days prior to such proposed action, and shall constitute reasonable and fair notice to Grantor of any such action, Power of Sale. Lender may sell the Property, or any part thereof or any interest therein, separately, at Lenders discretion, with or without taking possession thereof, at public sale before the courthouse door of the county in which the Properly, ar any part thereof, is located, to the highest bidder for cash, after first giving notice of the time, place and terms of such sale by advertisement, published once a week for four weeks (without regard for the number of days) in a newspaper in which advertisements of sheriffs Sales are published in such county. The advertisement so published shall be notice to Grantor, and Grantor hereby waives all other notices. Lender may bid and purchase at any such sale, and Lender may execute and deliver to the purchaser or purchasers at any such sale a sufficient conveyance of the Property, or the part thereof or interest therein sold. Lenders conveyance may contain recital$ as to the occurrence of an Event of Default, under this Security Deed, which recitals shall be presumptive evidence that all preliminary acts prerequisite to such sale and conveyance were in all things duly complied with. The recitals made by Lender shall be binding and conclusive upon Grantor, and the sale and conveyance made by Lender shall divest Grantor of all right, title, interest and equity that Grantor may have had in, to and under the Property, or the part thereof or interest therein sold, and shall vest the same in the purchaser or purchasers at such sale. Lender may hold one or more sales hereunder until the Indebtedness has been satisfied in full. Grantor hereby constitutes and appoints Lender as Grantors agent and attorney-in-fact to make such sale, to execute and deliver such conveyance and to make such recitals, and Grantor hereby ratifies and confirms all of the acts and doings of Lender as Grantor's agent and attorney-in-fact hereunder. Lenders agency and power as attorney -in -Tact hereunder are coupled with an interest, cannot be revoked by insolvency, incompetency, death or otherwise, and shall not be exhausted until the Indebtedness has been satisfied in full. The proceeds of each sale by Lender hereunder shall be applied first to the costs and expenses of the sale and of all proceedings in connection therewith, including attorneys' fees if applicable, then to payment of the Indebtedness, and the remainder, if any, shall be paid to Grantor. If the proceeds of any sale are not sufficient to pay the Indebtedness in full, Lender Shall determine, at Lenders option and in Lenders discretion, the portions of the Indebtedness to which the proceeds (after deducting therefrom the costs and expenses of the sale and all proceedings in connection therewith) shall be applied and in what order the proceeds shall be so applied. Grantor covenants and agrees that. in the event of any sale pursuant to the agency and power herein granted, Grantor shall be and become a tenant holding over and shall deliver possession of the Property, or the part thereof or interest therein sold, to the purchaser or purchasers at the sale or be summarily dispossessed in accordance with the provision$ of law applicable to tenants holding over. Cumulative Remedies. All rights and remedies set forth in this Security Deed are cumulative and in addition to any right or remedy provided for by statute, or now or hereafter existing at law or in equity, including without limitation the right of Lender to collect or enforce the indebtedness with or without taking action with respect to the Property. Lender may, at Lender's election and at Lenders discretion, exercise each and every such right and remedy concurrently or separately. Except as may be prohibited by applicable law, all of Lenders rights and remedies, whether evidenced by this Security Deed or by any ether writing, shall be cumulative and may be exercised singularly or concurrently. Expenses. If any part of the Indebtedness is collected by or with any assistance from or consultation with an attorney at law, Grantor shall pay to Lender as Lender's permissible fees, fifteen percent (15%) of such amount collected. Whether or not any court action is involved, and to the extent not prohibited by law, all permissible fees and all reasonable expenses Lender incurs that in Lenders opinion are necessary at any lime for the protection of its interest or the enforcement of its rights shall become a part of the Indebtedness payable on demand and shall bear interest at the Note rale from the date of the expenditure until repaid. Expenses covered by this paragraph include, without limitation, however subject to any limits under applicable law, Lenders expenses for bankruptcy proceedings (including efforts to modify or vacate any automatic stay or injunction), appeals, and any anticipated postjudgment collection services, the cost of searching records, obtaining title reports (including foreclosure reports), surveyors' reports, and appraisal fees and title insurance, to the extent permitted by applicable law, Grantor also will pay any court costs, in addition to all other sums provided by law. NOTICES. Any notice required to be given under this Security Deed, including without limitation any notice of default and any notice of sale shall be given in writing, and shall be effective when actually delivered, when actually received by telefacsimile (unless otherwise required by law), when deposited with a nationally recognized overnight courier, or, if mailed, when deposited In the United States mail, as first crass, certified or registered mail postage prepaid, directed to the addresses shown near the beginning of this Security Deed. All copies of notices of foreclosure from the holder of any prior security interest which has priority over this Security Deed shall be sent to Lenders address, as shown near the beginning of this Security Deed. Any party may change its address for notices under this Security Deed by giving formal written notice to the other parties, specifying that the purpose of the notice is to change the party's address. For notice purposes. Grantor agrees to keep Lender informed at all times of Grantor's current address. Unless otherwise provided or required by law, if there is more than one Grantor, any notice given by Lender to any Grantor is deemed to be notice given to all Grantors. MISCELLANEOUS PROVISIONS. The following miscellaneous provisions are a part of this Security Deed: Amendments. This Security Deed, together with any Related Documents, constitutes the entire understanding and agreement of the parties as to the matters set forth in this Security Deed. No alteration of or amendment 10 this Security Deed shall be effective unless given in writing and signed by the party or parties sought to he charged or bound by the alteration or amendment. Annual Reports. If the Property is used for purposes other than Grantors residence, Grantor shall furnish to Lender, upon request, a certified statement of net operating income received from the Property during Grantors previous fiscal year in such form and detail as Lender shall require. "Net operating income" shall mean all cash receipts from the Property less all cash expenditures made in connection with the operation of the Property. Caption Headings. Caption headings in this Security Deed are for convenience purposes only and are not to be used to interpret or define the provisions of this Security Deed. Governing Law. This Security Deed will be governed by federal law applicable to Lender and, to the extent not preempted by federal law, the laws of the State of Georgia without regard to Its conflicts of law pravislons. This Security Deed has been accepted by Lender in the State of Georgia. No Waiver by Lender. Lender shall not be deemed to have waived any rights under this Security Deed unless such waiver is given in writing and signed by Lender. No delay or omission on the part of Lender in exercising any right shall operate as a waiver of such right or any other right. A waiver by Lender of a provision of this Security Deed shall not prejudice or constitute a waiver of Lenders right otherwise to demand strict compliance with that provision or any other provision of this Security Deed. No prior waiver by Lender, nor any course of dealing between Lender and Grantor, shall constitute a waiver of any of Lenders rights or of any of Grantors obligations as to any future transactions. Whenever the consent of Lender Is required under this Security Deed, the granting of such consent by Lender in any instance shall not constitute continuing consent to subsequent instances where such consent is required and in all cases such consent may be granted or withheld in the sole discretion of Lender. Severability. If a court of competent jurisdiction finds any provision of this Security Deed to be illegal, invalid, or unenforceable as to any circumstance, that finding shall not make the offending provision illegal, Invalid, or unenforceable as to any other circumstance. If feasible, the offending provision shall be considered mvdified su that it becomes legal, valid and enforceable. If the offending provision cannot be so modified, it shall he considered deleted from this Security Deed. Unless otherwise required by law, the illegality, invalidity, or unenforceability of any provision of this Security Deed shall not affect the legality, validity or enforceability of SECURITY DEED Loan No: 7554000657-101 (Continued) Page 6 any other provision of this Security Deed. Merger. There shall be no merger of the interest or estate created by this Security Deed with any other Interest or estate in the Property at any time held by or for the benefit of Lender in any capacity, without the written consent of Lender. Successors and Assigns. Subject to any limitations stated in this Security Deed on transfer of Grantor's interest, this Security Deed shall be binding upon and inure to the benefit of the parties, their successors and assigns. if ownership of the Property becomes vested in a person other than Grantor, Lender, without notice to Grantor, may deal with Grantors successors with reference to this Security Deed and the Indebtedness by way of forbearance or extension without releasing Grantor from the obligations of this Security Deed or liability under the Indebtedness. Time Is of the Essence. Time is of the essence In the performance of this Security Deed, Waiver of Notice and Hearing and Homestead Exemption. Grantor expressly waives: (1) any right Grantor may have under the Constitution of the State of Georgia or the Constitution of the United States of America to notice or to a judicial hearing prior to the exercise of any right or remedy provided to Lender by this Security Deed and Grantor waives Grantor's rights, if any, to set aside or invalidate any sale under power duly consummated in accordance with the provisions of this Security Deed on the ground (if such be the case) that the sale was consummated without prior notice or judicial hearing or both; and (2) all homestead exemption rights, if any, which Grantor or Grantors family may have pursuant to the Constitution and laws of the United States, the State of Georgia or any other State of the United States, in and to the Property as against the collection of the Indebtedness, or any part of the Indebtedness. All waivers by Grantor in this provision have been made voluntarily, intelligently and knowingly by Grantor, after Grantor has been afforded an opportunity to be informed by counsel of Grantors choice as to possible alternative rights. Grantor's execution of this Security Deed shall be conclusive evidence of the making of such waivers and that such waivers have been voluntarily, intelligently and knowingly made. DEFINITIONS. The following capitalized words and terms shall have the following meanings when used in this Security Deed. Unless specifically stated to the contrary, all references to dollar amounts shall mean amounts in lawful money of the United States of America. Words and terms used in the singular shall include the plural, and the plural shall include the singular, as the context may require. Words and terms not otherwise defined in this Security Deed shall have the meanings attributed to such terms in the Uniform Commercial Code: Borrower. The word "Borrower" means Desoto Beach Properties, LLC and Includes all co-signers and co -makers signing the Note and all their successors and assigns. Default. The word "Default" means the Default set forth in this Security Deed in the section titled "Default". Environmental Laws. The words "Environmental Laws" mean any and all slate, federal and local statutes, regulations and ordinances relating to the protection or human health or the environment, including without limitation the Comprehensive Environmental Response, Compensation, and Liability Act of 1980, as amended, 42 U.S.C. Section 9601, at seq. ("CERCLA"), the Superfund Amendments and Reauthorization Act of 1986, Pub. L. No. 99499 ("SARA"), the Hazardous Materials Transportation Act, 49 U.S.C. Section 1801, et seq., the Resource Conservation and Recovery Act, 42 U.S.C. Section 6901, et seq., or other applicable state or federal laws, rules, or regulations adopted pursuant thereto. Event of Default. The words "Event of Default" mean any of the events of default set forth In this Security Deed in the events of default section of this Security Deed. Grantor. The word "Grantor" means Desoto Beach Properties, LLC. Guarantor. The word "Guarantor' means any guarantor, surety, or accommodation party of any or all of the Indebtedness. Guaranty. The word "Guaranty" means the guaranty from Guarantor to Lender, including without limitation a guaranty of all or part of the Note. Hazardous Substances. The words "Hazardous Substances" mean materials that, because of their quantity, concentration or physical, chemical or infectious characteristics, may cause or pose a present or potential hazard to human health or the environment when improperly used, treated, stored, disposed of, generated, manufactured, transported or otherwise handled. The words "Hazardous Substances" are used in their very broadest sense and include without limitation any and all hazardous or toxic substances, materials or waste as defined by or listed under the Environmental Laws. The term "Hazardous Substances" also includes, without limitation, petroleum and petroleum by-products or any fraction thereof and asbestos. Improvements. The word "Improvements" means all existing and future improvements, buildings, structures, mobile homes affixed on the Real Property, facilities, additions, replacements and other construction on the Real Property. Indebtedness. The word "Indebtedness" means all principal, interest, and other amounts, costs and expenses payable under the Note or Related Documents, together with all renewals of, extensions of, modifications of, consolidations of and substitutions for the Note or Related Documents and any amounts expended or advanced by Lender to discharge Grantors obligations or expenses incurred by Lender to enforce Grantors obligations under this Security Deed, together with any amounts expended to preserve and protect the Property and together with interest on such amounts as provided in this Security Deed. Specifically, without limitation. Indebtedness includes the future advances set forth in the Future Advances provision of this Security Deed, together with all interest thereon. Lender. The word "Lender" means Ameris Bank, its successors and assigns. Note. The word "Note" means the promissory note dated May 19, 2017, in the Original principal amount of $1,239,635.58 from Grantor to Lender, together with all renewals of, extensions of, modifications of, refinancings of, consolidations of, and substitutions for the promissory note or agreement. The maturity date of the Note is May 19, 2024. Personal Property. The words "Personal Property" mean all equipment, fixtures, mobile homes, modular homes, and other articles of personal property now or hereafter owned by Grantor, and now or hereafter attached, affixed to or used in the operation of the Real Property excluding only that property which by operation of law is Real Property; together with all accessions, parts, and additions to, all replacements of, and all substitutions for, any of such property; and together with all proceeds (including without limitation all insurance proceeds and refunds of premiums) from any sale or other disposition of the Property. Property. The word "Property" means collectively the Real Property and the Personal Property. Real Property. The words "Real Property" mean the real property, interests and rights, as further described in this Security Dead less and except the Personal Property. Related Documents. The words "Related Documents" mean all promissory notes, credit agreements, loan agreements, environmental agreements, guaranties, security agreements, mortgages, deeds of trust, security deeds, collateral mortgages, and all other instruments, agreements and documents, whether now or hereafter existing, executed in connection with the Indebtedness. Rents. The word "Rents" means all present and future renis, revenues, income, issues, royalties, profits, and other benefits derived from the Property. Security Deed. The words "Security Deed" mean this Security Deed between Grantor and Lender, and includes without limitation all assignments and security interest provision relating to the Personal Property and the Rents. SECURITY DEED Loan No., 7554000657-101 (Continued) Page 7 IN WETNESS WHEREOF, THIS SECURITY DEED HAS BEEN SIGNED BY THE UNDERSIGNED, WHO ACKNOWLEDGES A COMPLETED COPY HEREOF. THIS SECURITY DEED IS GIVEN UNDER SEAL AND IT IS INTENDED THAT THIS SECURITY DEED IS AND SHALL CONSTITUTE AND HAVE THE EFFECT OF A SEALED INSTRUMENT ACCORDING TO LAW. Signed, Sealed and Delivered in the presence of: x Unofficial Witness Notary Public, (NOTARY SEAL) My Commission expires: County GRANTOR: DESOTO BEACH PROPERTIES, LLC Sy — (Seal) James R StoeFfler, Manager of pesoto Beach Properties, LLC LaserPro, Ver. 16-4.0.017 Copr. L]+H USA Corporation 1997, 2017. All Rights Reserved. - GA C:%harlandlCFI%LPL1G03.FC TR -38613 PR -370 Georgianne Inn 1312 Bultler Avenue Adjoining Neighbors Lot Street address Pin # Name Mailing Address City State Zip Code 24 18 13th Lane 4-0007-05-024 Terese Jung Po Box 700 Tybee Island GA 31328 25 1613th Lane 4-0007-05-025 Charlie Garrett 2970 Colham Ferry Road Watkinsville GA 30677-3221 27 1413th Lane 4-0007-05-027 Charles & Julie Walsh Po Box 81 Tybee Island GA 31328 28 12 13th Lane 4-0007-05-028 Trident Holdings, LLC Po Box 5152 Savannah GA 31416 Sidney & Ellen Bolch 9 10 13th Lane 4-0007-05-009 TPO/FWW 1013, LLC 459 Mall Blvd Unit 29 Savannah GA 31406 Woodward & Ohayer 10B 6 13th Lane 4-007-05-0108 Cynthia & John Clements Po Box 360 Tybee Island GA 31328 1 2014TH Street 4-0007-06-005 Kathleen Flynn Hutton 20 14TH Street Tybee Island GA 31328 2 10 14TH Street 4-0007-06-002 Kim H. Stelloh 620 West Fairhaven Avenue Burlington WA 98233-2601 3A 814TH Street 4-0007-06-003A Miriam H. Johnson PO Box 1565 Tybee Island GA 31328 46 5 13TH Lane 4-0007-06-0046 William C. Sapp, Jr 34 Gulfstream Road Savannah GA 31407 4A 3 13TH Lane 4-0007-06-004A Kenneth Grainger PO Box 22053 Savannah GA 31403 4 1 13TH Lane 4-0007-06-004 Mola Chu Jung PO Box 700 Tybee Island GA 31328 www.SAGIS.org Map Viewer 37 r 13-A�; ` r� +o T2Q r'' 4 ! 1 7 rQ, 13 AC l 34 r4 5 5 I2 1 C 2s (Bpl 1 � �o c2�'0 1 DA 100 rgAc ,r I r1 24 ro ' -_loo 4g rp�R�ac ,� � q 25 6.2 Lor i 35 25s 1 �Q R�FLz o , (3) r ! 1<0 7 27 ry6p? 1it 88 .32AC 00+r rrr r!M ° YA�RCEL3-1 28 O 100 v� 3Q 2 T7 GQ?SJ t ?71+ PARCEL3-2 Co 9 4p �" o �+ 36 6? LOT o �8 (� 7) ,re y+r (8,�C l ° 1Q0 OT 3 3B n (B) '`1--1- o f1 *. 0 0- C rr N (83l 5 a ¢+ (82ej 1� rc_71` T m jr (84g1 s'Ac 1� sOAc 4B` B 6B 684��?Ts � ° 2°s �� g �'z° `'r (a3� 4A 1 rlrr 75°�` E�NTH r2Q f.J�' f 3A sQ (C) +r _ (z) 3 i 72 01 1 4 C, 619 N I_ Parcels Outline ._ is epi p Savannah Ana Geognephln Info Uon Syeten {SAGls) —SAGIS.a,g Spurcex Fsn, W- o e. UEG5, In�emiep, NC GWrt P. NaCen, Eel Japan. METI, a, CnN• IMonp Naigl, 1=�n aerw, Eed (TM1aWentl), Nep 0- euxEs1xffv�w.wuarv. aereEaearimax,en a.wm+s m}xe cox2rT �ourHc� METI e, mMMuidi,aM Nte GIS Upe�commun�ty w NG Novernber21,2017 ee�,.M,,,,�q,,,,"��''�Mpel+Epa�.„vpF,,,ao.�na�..on..:a.oawl�o 1.1128 swls Chatham County Board of Assessors: 2017 Property Record Card 4-... 2017 Chatham County Board of Assessors Property Record Card http://boa.chathamcounty.org/DesktopModules/CbathamCountyBoar. _, APPRAISER ALCUMMIN LOT 1 RECOMBINATION OF W PT OF BEACH LOTS B3&84 WARD 4 TYBEE LAST INSP 07/28/2015 PRB 40P 19 .50 ac APPR 000008 ZONE SALES BOOK/ WS VI QU RSN PRICE PAGE 15 Aug 168T0487 WD I O OV 365,000 1994 GRANTOR:MIRIAM H. JOHNSON GRANTEEJUDMI-I B. HOPPER 17 Aug 143C 0378 WD I U U8 1989 GRANTOR. -JOHNSON WINTON L GRANTEEJOHNSON MIRIAM H 25 Feb 126D 0311 WD I O 124,894 1985 GRANTOR. -HENRY& JO ANN SMITH GRANTEE.•WINTON L & MIRIAM JOHNSON 06 Oct 117K 0793 WD 1 Q 92,900 1981 GRANTOH:WALTER B. EXLEYetat GRANTEE. -HENRY & JO ANN SMITH 02 May f08M 0336 WD I O 75,000 1977 0002 COMMERCIAL GRANTOR. -EDWARD R. KROH et at 2015 GRANTEE. -WALTER B. EXLEY et at 0004 Tybee Island 29 Jul 104B 0597 WD I Q 56,200 1974 BULL R GRANTOR:ALPHA L HENDRICKS 192,000 1,112,000 Over GRANTEEEDWARD R. KROH of at 539 Bed and Breakfast 26 May 100Q 0361 WD I 0 40,000 1972 192,000 1,112,000 MAV GRANTOR: 920,000 GRANTEE. -ALPHA L. HENDRICKS 2010 PERMITS TYPE DATE AMOUNT 150328 RF 02 Feb 2016 Comp 3,000 140482 19 Sep 2014 Comp 6,000 140692 RF 19 Sep 2014 Comp 1,200 100211 HT 20 Sep 2013 Comp 12,738 130038 RN 20 Sep 2013 Comp 5,000 080475 RN 23 Jan 2009 Camp 5,000 080320 RN 23 Jan 2009 Comp 10,000 080151 RN 23 Jan 2009 Comp 10,000 080055 RN 23 Jan 2009 Camp 15,000 07-0508 RN 23 Jan 2009 Camp 7,000 070444 RN 23 Jan 2009 Comp 5,000 07-0167 RN 23 Jan 2009 Comp 10,000 070084 23 Jan 2009 Comp 20,000 06-0636 23 Jan 2009 Comp 50,000 06-0637 EL 23 Jan 2009 Comp 1,000 06-0569 RN 23 Jan 2009 Comp 10,000 060427 CM 05 Jan 2007 Comp 20,700 06-0244 GM 05 Jan 2007 Comp 5,000 060075 GM 05 Jan 2007 Comp 2,500 050130 CM 01 Jan 2006 Comp 8,000 050525 GM 01 Dec 2005 Camp 5,000 040025 GM 01 Jan 2005 Comp 5,000 97-00062 01 Jan 1998 Comp 2,000 95-28 CM 01 Jan 1996 Comp 3,000 85-286 RN 01 Jan 1986 Comp 25,000 COMMENTS: 4-0007-06-005 1312 BUTLER AVE TYBEE ISLAND HOPPER JUDITH B CAMA ASMT ESTATE OF 495,500 495,500 LAND 1 1312 BUTLER AVE PO BOX 2745 297,800 424,500 BLDG 1 TYBEE ISLAND GA 20.200 OBXF 6 31328-2745 813,500 920,000 INCOME [Click for larger picture] SAGI6 CODES IMPR TQTAL PROPERTY 0002 COMMERCIAL USE 2015 UTA 0004 Tybee Island NBHD 020500.00 T500 TYBEE TO 348,900 1,268,900 Cama BULL R EXEMPTIONS 192,000 1,112,000 Over COMMCATEG 539 Bed and Breakfast 192,000 1,112,000 Over Inn HISTORY LAND IMPR TQTAL 2016 920,000 920,000 Inem 2015 920,000 111,700 1,031,700 Incm 2014 920,000 348,900 1,268,900 Cama 2013 920,000 192,000 1,112,000 Over 2012 920,000 192,000 1,112,000 Over 2011 920,000 192,000 1,112,000 MAV 2011 920,000 192,000 1,112,000 Over 2010 920,000 192,000 1,112,000 Over 2009 1,050,500 192,000 1,242,500 Over 2008 1,050,500 192,000 1,242,500 Over 2007 1,050,500 192,000 1,242,500 Over '2006 1,242,500 A/C 2005 467,000 171,000 638,000 Over 2004 467,000 171,000 638,000 Over 2003 638,000 A/C 2002 253,500 171,000 424,500 Cama 2001 253,500 174,500 428,000 Cama 2000 253,500 174,500 428,000 Cama 1999 181,000 174,500 355,500 Cama 1998 181,000 171,500 352,500 Cama 1997 181,000 169,000 350,000 Cama 1996 144,780 84,660 229,440 Over 1995 144,780 84,660 229,440 Over 1994 144,780 84,660 229,440 Over 1993 144,780 84,660 229,440 Over 1992 144,780 84,660 229,440 Over of 11 lrlo inner- ,-. , - Chatham County Board of Assessors: 2017 Property Record Card 4-... http://boa.chaLhamcounty.org/DesktopModules/ChathamCounty/BoaL.. 2017 Chatham County Board of Assessors 4-0007-06-005 Property Record Card 1312 BUTLER AVE TYBEE ISLAND BUILDING SECTION CONSTRUCTION TYPE RCN AYB EYB DEP TYPE PHYS EGON FDNC OBSV 1 % TOTAL DEP % RCNLD U.FACTOR MKT VAL 85605-1-2017 Commercial 288,002 1910 1980 MS 48.00 0.00 0.00 0.00 48.00 149,761 1.00 146,274 ---------------------------------------------------------- ----------------------- AREA 3325 STORIES � .• �rx i.b PERIMETER I SHAPE 640 i OCCUPANCIES AREA % CLASS HEIGHT QUAL 352 Multiple Res (Low Rise) 84 2.53 D 9.00 2.00 352 Multiple Res (Low Rise) 730 21.95 D 9.00 2.00 La• i 352 Multiple Res (Low Rise) 60 1.80 D 9.00 2,00 352 Multiple Res (Low Rise) 577 17,35 D 9.00 ■ 2.00 352 Multiple Res (Low Rise) 44 1.32 D 9.00 2.00 ■ MN �;,; 352 Multiple Res (Low Rise) 200 6.02 D 9.00 2.00 352 Multiple Res (Low Rise) 1630 49.03 D 9.00 P,00 ADDITIONS UNITS EYg Extras BUILT-INS ALLOWANCE 6.00 1990 .:. i COMPONENTS Units % QUAL C2 611 Package Unit 100.00 .... ------------------------------------- ---- --- - --------------------: [Click for larger picture] C1 887 Stud -Hardboard Siding 100.00 GEORGIANN INN. e TOTAL UNITS. UP 3-2BED/2BATH; DOWN 3-1BED/1BATH & 2EFF.UNITS; ALL IN DIFFERENT STAGES OF RENOVATION. of 11tn4»n,-, 1, — vannah Air + ?• itaples Advantage 4 Maps and Apps City of 7yheeIsland • ,., Heme Page- Savanna— 0 Charming oceanfront— qj ''Nelceme to Georgia's... ' 'Wiring Approval login Georgia Secretary of S— C Department of Revenue • • • .p rco 24Az- 0 00 - frr b `�' 31 '4s fr (PA2 5 (2 , LOT 1 35 .. C r .. 27 5 2� � f 62 �4 88 7 rr O 32 o T RCEL 3-1 ,rr "' 28 100 LOT 2 66 $ � r PARCEL 3-2 CO9 40 ' gj rrr '-- 48 62 LOT A A, ' �+ 11 ,r - jrr 1�� 8Vo co M 1 OB �83C 100 LO -T 3 f f (B } rrr ) /83 {p a..• r 041 + / � 5 rj 88 rrr r (21 (1) '3eorgiann. rInn � r J r i 84AI j ` $T,q C' 11 50,10 r IrG r a o 4 B -_�_ ; a 1 �S � X84 �1 �0 4A 4-_ / Cb 2 3 4 (8,3&) I �dt ~~� L 88 B } o ./4 00 CO 60 T; -- 20ISO - iffmjmiiiiia Off 7169-111'1111111 MAYOR. Jason Buelterman CITY COUNCIL Wanda Doyle, Mayor Pro Tem Barry Brown Bill Garbett Monty Parks Paul Wulff John Major Petitioner: Nick Basta CITY OF TYBEE ISLAND CpTY MANAGER Diane Schleicher CITY CLERK Janet LeViner CITY ATTORNEY Edward M. Hughes Description: Map Amendment consideration to rezone from R -T residential tourist district to C1 -SE beach business district -south end, with conditions being property will only allow for a Commercial or Residential Bed and Breakfast. Property Address: 1312 Butler Avenue Following any required Public Hearing, the Mayor and Council of the City decided on the 10`x' day of December 2015, determined that the Code of Ordinances would be amended to include the requested map amendment. Petitioner " i2_ h _"&_ Pla ng and Zo ing Manager ivrnyor CIErk of Council 1?--- � �J Date Date Date %)- it //,S- Date P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31328-2749 (912) 786-4573 — FAX (912) 786-5737 www.cityoftybee.org DAVIS ENGINEERING, INC. PO Box 1663 Tybee Island, Georgia 31328 Tel. (912) 695-7262 dkdbus@gmail.com January 05, 2017 George Shaw, Director of Community Services City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: Georgianne Inn and Suites Dear Mr. Shaw: I have reviewed the site design emailed by the Engineer, Sunday, Christmas Eve. As with the City of Tybee, my first business day was Tuesday of this week. My review is limited to drainage issues and other land disturbing activities. I have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning, tree protection or subdivision regulation issues. I offer the following updated comments: 1) Comment Satisfied — The southern walk below the cul-de-sac is now clearly shown. 2) Comment Satisfied — I wasn't aware of any code having a bumper detail. Based on the detail, I'm not aware of any code violations, trip hazard or otherwise. 3) hL�Q.//sp.desicrn.transAortation.oalDocuments/TurnRadii,GreenBook2004 pdf is the link to the AASHTO Green Book 2004. While this may not be the latest edition, the 28' Radius of the cul-de- sac is acceptable for passenger cars. It doesn't meet standards for emergency vehicles. If the City advises they are addressing this comment, I'll remove it from my list. The Engineer responded, "Need response from City of Tybee I51ard." From Butler Avenue travel lanes to the center of the cul-de-sac is 200'+. The fire control portion of the IBC, that the City and State reference in their codes, leaves such variances to the Fire Marshal or Chief, whichever is responsible for controlling and fires. There may be other considerations. Considering the improved maneuverability, this is a reasonable request by the Engineer. 4) The lane width for access to the angled parking spaces is the minimum for only 1 -way traffic. There are no codes anywhere (in Tybee's, the MPC's or any other code I'm aware of) that allow for 15' for two-way traffic. Based on the low traffic for this use, I do not oppose relief on the two- way lane width requirement. However, the same section of the IBC referenced in #3 requires 20' clear for fire trucks. The Engineer shows 17' clear lane width. The IBC identifies the Fire Chief or Marshal as the source of relief from this requirement. 5) Comment Satisfied — Additional proposed grades and ADA route to pool have been addressed. 6) Comment Satisfied —Additional proposed grades are accepted. 7) Comment Satisfied - The comment on the east/west reference on the manifold is now acceptable. 8) Comment Satisfied — Bubbler detail is now acceptable. 9) Comment Satisfied — FIRM information is now detailed. 10) The drainage basin exhibit the Engineer provided shows only one drainage basin of 0.28 acres. The plans show the project acreage to be 0.49 acres. The topographic survey indicates runoff going both east and west, indicating at least two drainage basins. This comment remains. The revised drainage exhibits were not attached. 11) Once the City W&S Dept. signs off on the sanitary sewer design, I'll concur with the W&S. 12) Comment Satisfied - Mark pointed out where the "no state waters" note is. Comment #10 is minor and I anticipate concurring upon receipt of the drainage exhibits. The remainder of the comments are the purview of the Fire and Water & Sewer Departments. Please contact me if you have any questions on this matter Sincerely, Downer K. Davis, Jr., P.E. President cc: Lisa Schaaf 2170360C Lisa Schaaf From: Stanley Bearden Sent: Wednesday, January 10, 2018 11:33 AM To: Lisa Schaaf Subject: RE: GEORGIANNE Hi Lisa, it's ok. We approve it. Thanks, Stan From: Lisa Schaaf Sent: Tuesday, January 09, 2018 3:11 PM To: Stanley Bearden Subject: FW: GEORGIANNE Hi Stan, Downer would like for water & sewer to sign off on this project. The attachments. Let me know if you have any questions l isa L. Schaaf Administrative Assistant City of Tybee Island Planning and Zoning Office: 912.472.5033 Fax: 972.786.9539 lschaaf(o-)cityoftybee.org From: Mark Boswell fmailto:lahbos@bellsouth.net] Sent: Tuesday, January 09, 2018 2:43 PM To: Lisa Schaaf <lschaaf@cityoftybee.org>; Downer Davis <dkdbus@gmail.com>; George Shaw <gshaw@cityoftybee.org> Subject: Re: GEORGIANNE my apologies for forgetting to attach this drainage exhibit this should satisfy comment 10 comment 3 and 4 are in the hands of tybee for now thanks Bos On Tuesday, January 9, 2018 8:48 AM, Lisa Schaaf <Ischaaf cit oft bee.or > wrote: Hi Mark, George Shaw From: Ashley Fields Sent: Friday, January 05, 2018 11:26 AM To: George Shaw Subject: GEORGIANNA INN George, The plans at the Georgianna inn is fine with us. We really did not have the appropriate room for the trucks before. The new parking will not affect us either way. Chief Ashley Fields Tybee Island Fire Department Ocean Rescue Division Office 912-472-5061 Cell 912-604-9039 Fax 912-472-5010 11 Site Work Plans FOR THE Georgianne Inn and Suites 1312 Butler Avenue Tybee Island, Georgia FOR Greg Stoefler 212 Butler Avenue Tybee Island, Georgia 31328 j --i 7 Site Work Plans FOR THE Georgianne Inn and Suites 1312 Butler Avenue Tybee Island, Georgia FOR Greg Stoefler 212 Butler Avenue Tybee Island, Georgia 31328 BOSWELL DESIGN SERVICES INC. OFFICE: 4700 EAST HIGHWAY 8-0— MAILING: 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 - 897 - 6932 LAHBOS@Bellsouth.net DRSCEPTION _J 7 BOSWELL DESIGN SERVICES INC. OFFICE: 4700 EAST HIGHWAY 8-0— MAILING: 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 - 897 - 6932 LAHBOS@Bellsouth.net DRSCEPTION 4;e lb .. J r w . �a p• by , _ _......_ - @ + tia° J J 15 - ,0@� JCr�@�� �'i .�J \ rrrGi�'r ��`�\�`S� �� --.--- ,� , DOS + ,ice~�\ S 70�27, „ �7 � Q - �, -�- .� � � � �?'',.r-w.....+......rr.w w..r...�.'r.'. w f o ati � �� / \� +1 `�o O L ++ + STORY CK &FRAME�,`�+Oq �@+��O +�+ 9 + L_ - -- __ _ -_ +� - II e o C53 W`'A' ,� 9�--------��""' -��----'�--raIN i r� p MaltyEXrG 55 ' �' i o .�` 8 "CND 56 fj 'X1;! 81.39 ' / / / +e ; , ` 4' F LATERAL 0 ti`sq� 1I i \Q. / �' •v *�v \ \\ RIr a- ,\ 1 `r 4J ° /, // l t\ ` ' I 1II11I11 + Lo+ X' 55 MH 70 13.85 - E PIT. iEt 1. 10 �0 LIVE OAK// 4yEXTG 55 LATERA0 o I O@W � Jl / +off \ i +`Q �� 'O ' �, •/ �^7 G(i tie "log +`@ O 6k i A? WO ! 010 ,�,�'' 4,�0 �C�i O I O tiy° 4, ...... O _¢4L'hcb '�v ,+ O �0.� @� (y� O '�y 0, p° "" %�.j, �� (`'�(`'�' ..n....�. .�"'."^}. ,jl� .�..(Z��+7+ �6,'i`.�.r `�.w.....,....�. .+... ...--,..w.....�...�- +92+� ..+war Yom.* ..-� ..w..`. ..r .r .. ..r. .+ r ..� .r .rr�r �. r +/ �� aX.r w.�r,rr:rwi w - X ^ �-ii.-+Yiw. / D' ".1� I " + , ^0' _ 5' �..n . °v ' �G 05 CEDAR +�$ d� l O �"�+ y� `�'� N Z*35'11 "W 175.0g( RBF 0 +oQ� O b. 5' W�iKING El.)' A 43 $ O ;1} W 4.4091 ° t!1LO G 'V +0� M 'P. .1ep z�,,, diF lb 0 %3- O� 1 W EXISTING .SITE PLANT I" - 20' SPECIAL POOL WATER DISCHARGE NOTE: 1. POOL WATER 15 NOT ALLOWED TO BE DISCHARGED TO STORM 5Y5TEM OR SURROUNDING AREAS.... 2. POOL DtSCMARGE LINE 15 TO BE CONNECTED DIRECTLY TO THE SANITARY SEWER SYSTEM. STREAM BUFFER ENCROACHMENT NOTES: I . NEW 5TRUCTURE5 ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON-EXEMPT ACTIVITIF.5 SMALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE! NECE55ARY VARIANCES AND PERMITS. NOTE5: 1. CONTRACTOR 15 TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTiLITtE5 WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR 15 RESPONSIBLE FOR LOCATING ALL M5TING UTILITIE5 PRIOR TO COMMENCING OF CON5TRUCTION ACTIVITIES AND_FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EX5TING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.. 3. CONTRACTOR 15 TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITZM5 NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF Till! CONTRACTOR. 4. REMOVE ALL TREE5 AS NECESSARY FOR PROP05ED CON5TRUCTiON. TRAFFIC / RIGHT-OF-WAY AND DISCHARGE NOTES: I . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY Of TYBEE ISLAND, GEORGIA AND GA. DOT PERSONNEL. 2. ANY AND ALL NECE55ARY PERMIT5 MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND, GEORGIA AND GA. DOT PRIOR TO COMMENCEMENT OF ANY WORK. 3. CONTRACTOR 15 TO OBTAIN A R.O.W. PERMIT PRIOR TO PERFORMING ANY WORK WITHIN CITY OF TYBEE ISLAND, GEORGIA AND GA. DOT RIGHT Of WAY5. 4. CHLORINATED DISINFECTED WATER SHALL NOT BE DISCHARGED INTO THff. STORMWATER 5Y5TEM. SPECIAL F.F. NOTES I . CONTRACTOR TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES AND COORDINATE WITH GOVERNING AGENCY REQUIREMENT5. ` 2. CONTRACTOR TO COORDINATE FIN15H FLOOR ELEVATIONS WITH STRUCTURAL, ARCHITECTURAL AND M.E.P. PLANS. FEMA MAP NOTES: f. TH15 DEVELOPMENT IS WITHIN FLOOD ZONE AREA "AE- f 2" AND "AE -13" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 13051 C032GF, MAP REVISED 5EPTPTEMSER 2G, 2009 (NAVO 88). 2. TH 15 SITE 15 IN ZONE "AE -12" AND "AE -13" AND 15 LOCATED WITHIN THE 100 YEAR FLOOD ZONE. 3. CONTRACTOR 15 TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. SPECIAL CONSTRUCTION NOTE. IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN Of AN ERROR, DISCREPANCY OR CONFLICT IN THE PIANS, 5PECIPICATION5 OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CON5TRUCTtON, HE SHALL NOT BE ENTITLED TO COMPEN5ATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE -CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. Survey Information I ..5urveX information by ROroids :5urvey:ng 2. Date of Survey: November, 2017- 3 Datum: NAVD 88 PROJECT INFORMATION- P.I . N.: 4 -0007 -OG -005 PROJECT ADDRE55 . t 312 Butler Avenue Tybee Island, Georgia CURRENT ZONING: R -T SITE SIZE: 0.49 ACRES ESTIMATED DISTURBED AREA 0.24 ACRE5 BACKS 5iD AST) -- FRONT rH} = -= 51D EST) AR (5OUTH) a -_ FERS WE5T NO = - " tit) UT H = - {rear OWNER: GREG 5TOEFLER__ 212 BUTLER AVENUE' = TYBEE 15LAND, GEORGIA 3 f-328 FMONE : 78G-4542 SCALE: I " = 20' W o ao 3QM < ;5 o V rt r+•i U3 �zwr-m wen .00@) + Qc'qd i� C) o � h Y f S f Q N z tit a { 0 u m 0 ci N o � LJ m i w W o ao 3QM < ;5 o V rt r+•i U3 �zwr-m wen .00@) + Qc'qd i� C) o � h Y f S f Q N tit a { u m 0 ci N o � LJ m i W = Q Q z {� f.1y � LL ¢LIJ <C� J U ti CY it1 IJ~ Z d 0 a N La < U) ZN- W N U� O �. �.. A MINIMUM OF ?i PRIOR TO DIGGING IES PROTECTION -80�0-F82-74 6i;�Q R G r,i S AE' No. 28372 PROFESSIONAL 12-24-17 DRAWING NUMBER C-2 2 OF 13 SHEETS 4; +�01 O O CQ 9-1 +°9 W tfi d' 4z co z _~O' . "% 4p sp 0 'A DEMOLITION PLAN I"=20' t 6 � EXT'G 55 MH Ole, `o�G OP le 1 11308+i-�j- IA I� E. PT. NOTES: 1. CONTRACTOR 15 TO COORDINATE ALL GA5, LIGHTING, ELECTRICAL, PHONE, CAW AND ANY OTHER REQUIRED UTILITIE5 WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR G RE5PON51BLE FOR LOCATING ALL EX15TING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFUCT WITH 5AME. ANY DAMAGE TO U15TING UTILITIES SHALL 8E REPAIRED AT THE EXPEN5E OF THE CONTRACTOR. 3. CONTRACTOR 15 TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF TYLE CONTRACTOR. 4. REMOVE ALL TIEE5 AS NECE55ARY FOR PROP05ED CONSTRUCTION, Survey Information : I . Survey Inform bon Ly Renolds 5urveying 2. Date of Survey: November, 2017 3. Datum: NAVD 88 TRAFFIC / RIGHT-OF-WAY AND D15CMARGE NOTES: 1. ALL LOAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA AND GA. DOT PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND, GEORGIA AND GA. DOT PRIOR TO COMMENCEMENT OF ANY WORK. 3. CONTRACTOR 15 TO 05TAIN A R.O.W. PERMIT PRIOR TO PERFORMING ANY WOR_ K WITHIN CITY OF TYBEE ISLAND, GEORGIA AND GA. DOT.RIGHT OF WAYS. 4. CHLORINATED D15INFErCTED WATER SHALL NOT BE DISCHARGED INTO THE: 5TORMWATER SYSTEM. SPECIAL POOL, WATER DISCHARGE NOTE: 1. POOL WATER 15 NOT ALLOWED TO Be DISCHARGED TO STORM 5Y5TEM OR SURROUNDING AREA5. 2. POOL D15CHARGE LINE 15 TO BE CONNECTED DIRECTLY TO THE SANITARY SEWER SYSTEM. STREAM BUffER ENCROACHMENT NOTE5 : 1. NEW 5TRUCTURE5 ON TH15 PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFI=ER. 2. NON-EXEMPT ACTIVITIE5 SHALL NOT 13E CONDUCTED WITHIN THE 25 OR 50 TOOT-` 5TREAM BUFFER A5 MEA5URED FROM THE POINT OF WRE5TED VEGETATION WITHOUT FIRST OBTAINING THE NECE55ARY VARJANCE5 AND PERMIT5. 5PECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REA50NABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, 5PFCIFICATION5 OR CONSTRUCTION STAKING AND FAIL5 TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR ExnN5E< INCURRED BY HIM FOR WORK REQUIRED TO DE RE -CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. rr.+/ W � rw< < U?w � ! � I s o N Z E �w z N Z O � z uj d o wa 0 v ci 6 p o E Ln w w 0 J. - coo coo w0 � E � rw< < U?w � ! � I s o N Z E �w N Z O � z uj d o wa 0 v ci 6 p o E 0 w w 0 W rw< < U?w Z Z E �w Ed Ll- m Z O z uj d o wa J z p4 O Lij w { to Lid 0 w 0 A MINIMUM OF 7c PRIOR TO DIGGING UTILITIES PROTECTION 1-800-282-74 -ORO/� G15 P � No. 28372 PROFESSIONAL f 2-24- 17' DRAWING NUMBER c--3 3 OF 13 SHEETS m c.D PAVER PLACEMENT NOTES: 1. IMPERMEABLE PAVERS ARE TO BE PLACED ON MAIN VEHICLE TRAVEL SURFACES, AROUND POOL AREA AND WALKWAYS. 2. PERMEABLE PAVERS ARE TO BE PLACED ON PARKING AREAS AND ALL AREAS OTHER THAN MAIN VEHICLE TRAVEL 5URFAC7<5, AROUND POOL AND WALKWAYS. STAKING AND SIGNING PLAN V-20' FEMA MAP NOTES 1. TM15 DEVELOPMENT 15 WITHIN FLOOD ZONE AREA "AE -12" AND "AE -13" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER. 13051 C0326F, MAP REVI5ED SEPTEMBER 26, 2008 (NAVD 88). 2. TH15 51TE 15 IN ZONE "AE -12" AND "AE -13" AND 15 LOCATED WITHIN THE 100 YEAR FLOOD ZONE, 3. CONTRACTOR 15 TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIE5. Angle Distance from curb Curb distance Offset PARKING CALCULATIONS: 15 feet 12 feet, 7 inches 15 feet 60 INN AND SUITES 10 feet, 4 inches 9 feet 75 17 feet 1 SPACES PER RENTABLE UNIT + 1 SPACE PER EMPLOYEE 4 feet, 6 inches 90 18 feet 9 feet REQUIRED PARKING = 1 SP. K 8 UNITS = 8 + 2 FOR EMPLOYEES t Q 24 feet 60 degrees Two-way 9 x 19 feet 22 feet 75 degrees One-way 9 x 18 feet TOTAL REQUIRED PARKING SPACES = 10 r+ One-way or two- way HANDICAP SPACES SUPPLIED = 1 SPACE tY TOTAL PARKING SUPPLIED = 13 SPACES ND5CAPRpO� 0.NTING ED PARKING SPACES BASED ON CITY OF TYBEE ISLAND, GEORGIA ORDINANCE ASSUMING AN INN/SUITE OCCUPANCY - rVAN ACCESSIBLE SPACES SUPPLIED = 1 SPACES -�� «FR I� LAb - MA 0� t 1 VAN SPACE / 6 H.C. SPACES AS PER ADA 2081.2.4) PAVER PLACEMENT NOTES: 1. IMPERMEABLE PAVERS ARE TO BE PLACED ON MAIN VEHICLE TRAVEL SURFACES, AROUND POOL AREA AND WALKWAYS. 2. PERMEABLE PAVERS ARE TO BE PLACED ON PARKING AREAS AND ALL AREAS OTHER THAN MAIN VEHICLE TRAVEL 5URFAC7<5, AROUND POOL AND WALKWAYS. STAKING AND SIGNING PLAN V-20' FEMA MAP NOTES 1. TM15 DEVELOPMENT 15 WITHIN FLOOD ZONE AREA "AE -12" AND "AE -13" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER. 13051 C0326F, MAP REVI5ED SEPTEMBER 26, 2008 (NAVD 88). 2. TH15 51TE 15 IN ZONE "AE -12" AND "AE -13" AND 15 LOCATED WITHIN THE 100 YEAR FLOOD ZONE, 3. CONTRACTOR 15 TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIE5. Angle Distance from curb Curb distance Offset -:55- 15 feet 12 feet, 7 inches 15 feet 60 16 feet 10 feet, 4 inches 9 feet 75 17 feet 9 feet, 4 inches 4 feet, 6 inches 90 18 feet 9 feet 0 Standard Aisle Width Parking Angle Traffic Direction i 8 x 20 fleet 12 feet Parallel One-way 8 x 20 feet 24 feet Parallel Two-way R x 1 S feet 15 feet 45 degrees ne-wa 9 x 18 feet 18 feet 60 degrees One-way 9 x 18 feet 24 feet 60 degrees Two-way 9 x 19 feet 22 feet 75 degrees One-way 9 x 18 feet 24 feet 90 degrees One-way or two- way E. PT. A 2'-0" MEN. 7'-0" F_ 1-'1/z- 1-1/2- CHAMFER V-0 BASE COURSE 1/2* DIA. RODS 2'--0- LONG ELEVATION LL..,,. A 30" PARKING AREA SEAL HOLES WITH MORTAR F? - 7 -1/2" CHAMFER 4- 2-J3 REBARS 1/2- DIA. RODS 2'-0- LONG BASE COURSE -' SECTION A --A NOTE: ANCHOR RODS TO BE SLEEVED OR GREASED THRU CONCRETE CURBS TO PERMIT RELOCATION OF CURBS. WHEEL STOP DETAIL N.T.S. STREAM BUFFER ENCROACHMENT NOTE5 : L . NEW STRUCTURES ON TH15 PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER A5 MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIR5T OBTAINING THE NECE55ARY VARIANCES AND PERMITS. STOP SIGN AND STOP BAR INSTALLATION NOTES: I. STOP BARS ARE TO BE WHITE, 24" IMIDE x 12' LONG, INSTALLED G-0" FROM THE INTERSECTING ROAD PAVEMENT EDGE. AS PER. MLI'TCD 3B. I G. 2. STOP SIGNS ARE TO BE INSTALLED ALLIGNED WITH THE STOP BAR5 A5 PER MUTCD 38.1 G. SPECIAL HANDICAP RAMP NOTES: , ALL HANDICAP RAMPS SMALL BE CONSTRUCTED AND INTED" A5 PER ADA GUIDEUME5 AND REQUIREMENTS. PAVEMENT MARKING NOTES: 1. ALL 51GNAGE AND 5TRIPING 5HAL..L BIr IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DE51GN (MUTCD)". SPECIAL SIGNAGE AND STRIPING NOTES: 1. STOP SIGNS SHALL 9E HfGH INTEN5fTY OR DIAMOND GRADE. 2. PAVEMENT MARKING5 ARE TO SE THERMOPLASTIC. GENERAL NOTE5. I. D/MENS/OALS ARE /N FEET AND DECIMAL OF FEET VNLe55 NOrfD OrHERW1,5f 2. IJMIrS OFCLfAR/NG AND 6RUBB/AAG 5HALL MATCH rHg FROPERTYLINE BDUNDRYO2 AS SHOWN ON THE PLANE+. COO,;DINArE ALL CLEARING ACnIA177ES t+ W rHE EW4NEER M -5R. 3. ALL COORDIN4 rE5 AND BEARINGS SHOWN ARE BASED ON A 51rE COORD/A(Are5Y50M. CONrRACTOR,SHALL VERIFYRRIOR TO rHf3rARr OF CON5rRUC770N. 4. BeNCHMARK5 SHALL ee VERIFIED BY rHE CONTRACTOR AS rO LOCA r1ON AND ELEVATION PRIOR rO 7Ne5rARr0FCONSrRUCr1CM 5. ALL ANCWS ARE 90 LEGR05 UNLE-55 OTHERWI.5E NOTED. 6. CON7iQ4C70iR smu vempy THAT OWeRAl15IrE DIMENSiON5 ACRee WITH THE INCREMENTAL LA)WrVlMeA&ON5 A5 SHOKW. ANYDISL:REPANCIE5 WIrN D/MENS/ON5 AND C00R0IN4rE5 OR FROPERrYLINe5 5HALL BE AWU5reD AND APPROVED BY THE ENGINeM T. rHe C0+VM4C7IOR SHALL BE RE5Fb1%15IBLe FOR OfMOf'ING HORI20NrAL AND 14=1CAL CONrROL ON rHE.5ITE BASED ON MING hfCWUMENTS. ALL CO5r5 /NVaVeD /N LOCA77AG rHEEk75RNG MOM1IUMENrS AND CARRYING THESrAKING LAYOUT rO rNE 54rSHALL BEBORNEBY rHeCOM7RAC70R 8. C0IVM4Cr0e 15 RESPONSIBLE FOR LOCAr/AIG ALL EX/SrING U77URE5 PRIOR rO COMMENCIA/G OF COU5TRUC77ON ANL) FOR AVOIDING CONFLICT WITH SAME ANY DAUAGE rO EX/5r/NG U77LIAES SHALL BE ReFAIRL=D Ar rHE FxPrOr OF me CONTRACTOR. 3. G'ONTRACrm r0 VERIFYAC7VAL BUILDING DIMEN.5106 WITH ARCH. PLANS. /O. ALL RADII ARE.5' 0111E55 OrHeRWI5E N07ED. TRAFFIC / RIGHT-OF-WAY AND DISCHARGE NOTES: I . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA AND GA. DOT PERSONNEL. 2. ANY AND ALL NF-CE55ARY PERMITS MUST BE OBTAINED FROM THE CITY OF TY59E ISLAND, GEORGIA AND GA. DOT PRIOR TO COMMENCEMENT OF ANY WORK. 3. CONTRACTOR 15 TO OBTAIN A R.O.W. PERMIT PRIOR TO PERFORMING ANY WORK WITHIN CITY OF TYBEE 15LAND, GEORGIA AND GA. DOT RIGHT OF WAYS. 4. CHLORINATED DISINFECTED WATER SHALL NOT BE DISCHARGED INTO THE 5TORMWATER SY5TCM. GREENSPACE CALCULATIONS: TOTAL SITE - 0.49 AC. PAVING / BUILDING / ETC. = 0.38 AC. GREENSPACE = 0.1 1 AC. 0.11 AC 0.49 ac = 0.2245 = 28 % GREENSPACE SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY 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 edpz ANY WORK OR EXPEN5E INCURRED BY HIM FOR WORK REQUIRED TO BE RE -CONSTRUCTED BECAUSE OF SAID ERROR, D15CREPANCY OR CONFLICT. o M O � F X v i � � d N U N C m I I 4 v a �f+ I z ii a tY O � F X v i � � d N U N C m I I a v a c I z ii a !3J D Zo ❑}O W0 ¢ X0 w g Z �000 N W�U z zmN 0� e[ �(y) Lu � W �. F CONTACT A MINIMUM GF 72 HOURS PRIOR TO BILGING ROTec ! a � UTILITIES PROTECTIQN CENTER 1-80f7-282-7411 ,_-aRc ,sr � Na. 28372 PROFESSIONAL f 2-24- 17 ply �-G I VI v DRAWING NUMBER C-4 4 OF 13 SHEETS i t YARD INLET TO FUNCTION AS BUBBLER ��' a + t TOP 9.30 +1- �`� PROPOSED TDP OF .I;, �,' IE 7.74 PAVER5 TO MATCH PAVERS TO MATCH j N PROP05ED TOP OF WITH 5' WIDE x 7.5' LONG #57 APPP%O. 250 F , �� EXT'G GRADE OP05ED TOP OF -------------- "� t STONE APRON FOR WATER, y PL:RFORAT�`�C AT �, �' 2 'F'~ o r' P VERS TO MATCI'1 ' 15 f FXT'G GRADE D151PATION �°' ti°' 2% -SEE AIL ON +'~ '�°' .'' rOlt, .). .1. .k f TP 15.7G +1- - G GRADE + ti ( r .t.` �+ o p THIS S ' PROP05gD TOP 13F ti TP 1!3.0(=+/-] 4 y' + ( , +� � s XPA POSED TOP OF i ' �` `3tC CONNECT BUIL �� - -- r $ ! t:RS 70 MATCH ,� ✓ PAVERS TO BATCH ✓ a y4 __ TP 13.66 +/-rDOWN SPOUTS ON ' TP 14. 0 +TriG GRADE ' '' EXT'G GRAD ltpl'' - O,°'!lJ°27� '�,'' ` rJD S''' QQ -�- _WAST HALF OFBLIILDtNG �, lfre `0_______ , _ _ T13 MA1WF-00 5YWE1111_ _ n q, ti r i _______ _______ ____ TP 14.00 +f' �y� +y TI3RYi. ~ $C FRAME---�-- >, I �! +0 T 1 0 4- P ' TP 14.25 3 G" TEE AND MANIFOLD PROPOSED TDP OF Oa i r r r I i r I IE 12,94 -� t i PAVERS TO MATCH O , CONNI=Ci' BUILDING l + ` EXT'G GRADE + ��9 I _ - `� DOWN SPOUTS ON bALE-of.RL ♦,° +Q . r r + +� : _ s __ �•t TO MANIFOLD 5Y 1VE `•+ + r i +/- MATCH EXT'G ZZ3 Y) PAVING ELEV'S 9� �`-'-- �' •F' O o®� �?-__O�,,p�+ �•�I�°Eal7'�i7�+�ry�{-`2 81.3gr � DRIVE TO BE CONSTRUCTED � *.�' � --1 1 -- -+.� +�' O i +~ ��. ,'` i i +° TP 14.69L_,._._..- � t��r.� f E PIT..LOF PERMEABLE MATERIAL A5 ! TP `, p q o• PER CITY OF TYBEE 15LAN ( PROPOS'ED TOP OF "-`. r' f t PROPOSED TOP OF r + O O , + + ` + rS TP 15.G5 /- REQUIREMENTS ARID BE ��. + � ++ PAVER5,TO MATCH � +�+ f r PAVERS TO MATCH WIDE (max.) AT R.O.W �@ I r' 1 ++ PXT'G GLADE r s r + SSL)"LIVE OAK/ f G GRADE 1 X17° � �� , I � � j TP 13.90 +/- �b gyp"+ " rr ` ++ ti ++ AD ' i 70+ i y` I TP 15.00 Ff- a ti�� ' y �& ', ` + ^ + ` + r �� i 9 ` --� ` ° `' `' ----- --- PROP051rD TOP OF ''�� $ OW t i! +�° �� *cS� +� - r, �� ! c`J`, t`� ° °' o� PAVERS TO MATCH G' ! r, +~off +s�°y ¢� ! $� �� ; a y , b EXT'G GRADE GC�� +~y y� �F ,�, ey TP 15.42 +1- 01, •h n +~� .�.° C �p` kr ...r.. ........r............rte............. ._... 2 ' - ° t s , .».. .... ° O 44,1 ° '� lid" ; TP 15.70+1- y 'F + t P 4. G6 +/- + I +Y�' o5"cnA +'� `� 35 1 i W 175.0 r j ROPC7SD TOP of MATCH EXi G © O O� =PAVER5 TOP OF TP l 5.69+1- PRp{ED TOP t3F PROPOSED TOP OF AVF,S f0 MATCH PAVING EL)=V'S G 4Y i S' IdLi KING ES(MT. +°' �� MATCH PAVERS TO MATCH PAVERS TO MATCH EXT*C�GRADE �` EXT'G GRAPE , ( EXT'G GRADE Is, ° � 11J + Q "' P ACCE55 PATH FROM FRONT OF ( f 0 1p°+ � O� ,�� �4 L O ��� BUILDING TO POOL AREA TO t , �1 @� O O+, MEET ADA STANDARDS AND GUIDELINE5 A5 PER STATE CODE REQUIREMENTS r` � PAPIER PLACEMENT NOTES: _ I , IMPERMEABLE PAVERS ARE TO BE PLACED ON MAIN VEHICLE TRAVEL 5URPACE5, AROUND POOL AREA AND WALKWAYS. 2. PERMEABLE PAVERS ARE TO BE PLACED ON PARKING AREAS AND ALL AREAS OTHER THAN MAIN VEHICLE TRAVEL SURFACES, AROUND POOL AND WALKWAYS. TRAFFIC RATED PERMEABLE PAVER5 MIN. 3-1/8" THICK WITH TYP. NO. 89 STONE IN OPENINGS - G" (MIN.) WIDE X 12" (MIN.) DEEP FLUSH CONCRETE HEADER CURB •..• ..i . 111 ° Illi PAVER PLACEMENT NOTES: I. IMPERMEABLE PAVERS ARE TO BE PLACED ON MAIN VEHICLE TRAVEL SURFACES, AROUND POOL AREA AND WALKWAYS. 2. PERMEABLE PAVERS ARE TO BE PLACED ON PARKING AREAS AND ALL AREAS OTHER THAN MAIN VEHICLE TRAVEL 5URFACE5, AROUND POOL AND WALKWAY5. NORM, DOWNSPOUT AND MANIFOLD NOTES: ALL MANIFOLD LINES TO BE G" DIA. PERFORATED LINE -SEE +TAIL ON THIS SHEET. PAVING, GRADING AND DRAINAGE PLAN I,, - 20' a WRAP #57 STONE WITH FILTER FABRIC G" (lYP) 7_1 ° G" DIA. PVC PERFORATED SOCK DRAIN e. #57 50TNE MANIFOLD r UNDERDRAIN DETAIL NOT TO SCALE eo _ - °- BRICK PAVER OR APPROVED EQUAL TO I O" OF NO. 2, 3 OR 4{ I I BE PLACED ON BEDDING COUR5E, CRUSMI! STONE SUB -BASE 12" WIDE GEOTFXTILE ALONG RUN 5U8 -SASE AND COMPACTED NATURAL © II I I PERIMETER - TYPE AND INSTALLATION 5UBGRADE TO BE A5 PER MANUP. SPECIFICATIONS f-= (ll=l I {={I{ -III 1.5" To 21 OF No. 89 STONE I=� �---I 11=II I=1111 i t I -III- =1 11=III= BEDDING COURSE GEOTF.)CfILE UNDER BASE COURSE - G" (MIN.) WIDE X 12" (MIN.) DEEP TYPE AND INSTALLATION TO BE AS PER FLUSH CONCRETE HEADER CURB E915TING UND15TERBED SOIL MANUP. SPECIFICATIONS 577EE I I I I 1= I 8" (mm.) OF SPECIAL INSTALLATION NOTE : III CRUSHER RUN 5UB-BASE ALL INSTALLATION PROCEDURES AND 5PECIAL INSTALLATION NOTE : RAL NATUNATU RADE MATERIALS SHALL BE AS PER THE PAVER MANUFACTURER INSTRUCTIONS ALL INSTALLATION PROCEDURE5 AND AND RECOMMENDATIONS. MATERIALS SHALL BE AS PER THE GEATEXTll1: UNDER BASE COURSE - PAVER MANUFACTURER INSTRUCTIONS TYPE AND INSTALLATION TO Be AS PER NOTES: AND RECOMMENDATIONS. MANUP. 5PECIPICATION5 1. ALL CONSTRUCTION SHALL CONFORM TO THE APPUCABLE CITY OF TYBEE ISLAND DEVELOPMENT GUIDEUNES, TECHNICAL SPECIFICATIONS AND STANDARD DETAILS. NOTES: 2. CONCRUE TO BE 3,000 P51 AND REINFORCED WITIi FIBERME5H OR STEEL. I . CON5ULT W1Tti MANUFACTURER IF 501L 15 EXTREMELY WEAK OR SATURATED. 3. CONCRETE HEADER CURB DIMIN51ONS MAY DIFFER BASED ON PROJECT 5PECIPic DESIGN 2. PAVERS CAN 51 OVERLAID OR INLAID ON MOSTING RI<QUiR1rMENT5. " . ASPHALT OR CONCRETE DRIVEWAYS. 3. CONSULT tCPt TECH SPEC 2 FOR GUIDELINES ON SPECIFICATIONS FOR 15ASE MATEWALS, 4, BASE COMPACTION UNDER CURB TO Be 98% (ASTM D698). SUBGRADE SOIL AND BASE COMPACTION. 5. CONTRACTION JOINTS TO 13E SAW CUT NO LATER THAN 24 HOURS AFTER THE POUR 4. FLA5TIC, STEEL, ALUMINUM OR PRECAST CONCReT'E, EDGING MAY Be USED IF APPROVED BY ENGINEER. 5. 5Y5TEM 15 TO BE APPROVED BY TYBEE ISLAND PRIOR TO IN5TAU.ATION. G. SY5TEN1 IS TO, BE P,PPIZOVED 131' TYBEE ISLAND PRIOR TO 1NSTAIJATLON. PERMEABLE PAVER DETAIL DRIVE SURPACE BRISK PAVER DETAIL 2 YEAR PAVER} {IMPERMEABLE PAVERS) NOT TO SCALENOT TO SCALE GEOTECHNICAL NOTES: I. A GEOTECHNICAL INVESTIGATION SHOULD BE PERFORMED PRIOR TO PAVING ROADS FOR PAVEMENT DESIGN RECOMMENDATIONS. 2. IT 15 STRONGLY RECOMMENDED THAT A GEOTECHNICAL INVESTIGATION 15 PERFORMED BY A REG15TERED GEOTECHNICAL ENGINEER IN THE STATE. OF GEORGIA PRIOR TO BUILDING 5LA55 BEING POURED FOR RECOMMENDATIONS FOR SOCK DRAINS, FOUNDATION DESIGN, ETC. STORM, DowNSPOUT AND MANIFOLD NOTES: _ 1. ALL MANIFOLD LINES TO BE G" DIA. PERFORATED LINE -SEE DETAIL ON TH15 SHEET. rrrrrr,��lr„ r - -- ■ rrrr - NOTES: 1. SEE SHEET C2 FOR LEGEND. 2. LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS A5 'LIMITS OF DIST UR5ANCE". 3, COIVMCTOR 15 RESPONSIBLE FOR LOCATING ALL EXISTING UTLITIE5 PRIOR TO COMMENCING OF CONSTRUCTION AND POR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO L:3PNG UTILI77E5 SHALL 6E IMPAIRED AT THE E?CPE'NSE OF THE CONTRACTOR. 4. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL 13E SEEDED, MULCHED, FERTIUZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT WILL PREVENT SOIL L`R05ION. 5. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED 50 THAT TME 5/TE AND THE AREA IMMEDIATELY SURROUNDING THE 51TE WHICH EFP4 CT5 THE OPERATIONS WILL 13E CONTINUALLY AND EFFECTIVELY GRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATION5 SHALL BE REMOVED BY ANY ACCEPTABLE MEAN a APPROVED BY THE ENGINEER. G. ELEVATIONS ARE BASED ON NAVD 88 DATUM. 7. CONTRACTOR TO VERIFY ALL EXISTING AND PROP03ED 5TRUCTURE LOCATION5 (dra+rlage, ganrtary, etc.) TOP5 AND DEPTHS PRION TO ORDERING MATERIALS OR BEGINNING CONSTRUCRON. S. DETENTION BASIN MAY SE ENLARGED (not deepened) TO GAIN FILL FOR CONSTRUCTION IF THE MATERIAL 15 5ATI5FACTORY. 9. DETENTION BA51N IS TO BE CONSTRUCTED WITH 3:1 51DE51.OPES. 10. DETENTION BASIN 15 TO BE SODDED TO PREVENT EROSION. I t . 18" CURB AND GUTTER (If required) TO BE CONCRETE. 12. # 12 GA. WIRE SHALL BE INSTALLED ABOVE ALL STORM PIPE5 AT I TO 2 FEET ABOVE PIPE. 13. ALL STORM PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. 14. 51:E UTILITY PIAN FOR PIPE SEPARATION NOTES. SPECIAL POOL WATER DISCHARGE NOTE. I . POOL WATER 15 NOT ALLOWED TO BE DISCHARGED TO STORM SYSTEM OR SURROUNDING AREAS. 2. POOL D15CHARGE LINE 15 TO BE CONNECTED DIRECTLY TO THE SANITARY SEWER 5Y5TEM. SPECIAL CONSTRUCTION NOTES: �r I. 54TE AND BUILDING CONTRACTOR 15 TO OBTAIN, REVIEW AND FOLLOW THE RECCOMMENDATIONS SET FORTH BY THE GOETECMNICAL REPORT. 2. GROUNDWATER ML15T BE LOWERED DURING CONSTRUCTION BY ANY MEANS APPROVED BY THE GEOTECHNICAL ENGINEER. 3. DE -WATERING MAY BE ACCOMPLISHED BY WELLPOINTS AND / OR DITCHES WITH SUMPS AND PUMPS. 4. STIPPING OF PROJECT SITE DEPTM5 MAY LSE PROM 2 TO IN EXCESS Of 5 FEET BELOW THE GROUND SURFACE. S. FILL AND / OR BACKFILL SHALL. CONSIST OF COARSE-GRAINED 5OIL5 CLASSIFIED A5 SW, 51% 5M OR SP -SM 1MITH A MAXIMUM OF 15% PASSING A #20D SIEVE. G- BACKFILL FOR, PAVING SMALL BE PLACED 194 fa INCH LIFTS AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH A5TM D-1557. 7. ANT TRENCH LEFT VACANT ( from relocate) UTILITIES, STUMP HOLES, ETC. SHALL BE BACKFILLED= WITH APPROVED SOIL, PLACED IN G INCH UFM AND COMPACTED TO 95% DEN511Y IN ACCORDANCE WITH A5TM D- 1557.`.- 8. 3U5GRADE SHALL BE PROOF ROLLEN WITH A LOADED DUMP TRUCK. ANY "PUMPING" OR UNSTABLE AREAS SHALL BE REMOVED AND REPLACED AS PER SPECIAL CON5TRUCTION NOTE #G. IN THE CASE OF UC051VF MOISTURE, THE AREA MAY BE ALLOWED TO DRY AND RE -PROOF ROLLED. 9. ALL FILL 501151 FOR THIS PROJECT SHALL BE AS FER SPECIAL CONSTRUCTION NOTE lis. 10. SOILS CLASSIPIED AS, _Mtl, CH, CC OR SC WILL NOT BE ACCEPTABLE. I I . ALL FOOTING EXCAVATIONS AND SLAB 9UBGRADES SHALL BE COMPACTED TO A MINIMUM OF 95% IN ACCORDANCE WITH ASTM D-1557. 12. SLABS ON GRADE SHOULD BE SUPPORTED BY A MINIMUM OF 4 INCHES -OF GRANULAR FREE DRAINING GRAVEL OR COARSE SAND TO REMOVE MOISTURE. 13. A VAPOR RETARDING MEMBRANE SHAD. BE PLACED BETWEEN GRANULAR BASE AND CONCRETE TO PREVENT MIGRATION. FEMA MAP NOTES: 1. TH15 DEVELOPMENT 15 WITHIN FLOOD ZONE AREA "AE -12" AND "At- 13" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 13051 C032GF, MAP REVISED SEPTEMBER 2G, 2008 (NAVD 88). 2. TH15 SITE 15 IN ZONE 'AE- 12" AND "AE- 13" AND 15 LOCATED WITHIN THE 100 YEAR FLOOD ZONE. 3. CONTRACTOR 15 TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. SPECIAL F.F. NOTE5 ; 1. CONTRACTOR TO VERIFY FEMA ELEVATION5 PRIOR TO ANY CONSTRUCTION ACTIVITIES AND COORDINATE WITH GOVERNING AGENCY REQUIREMENT5. 2. CONTRACTOR TO COORDINATE FIN15H FLOOR ELEVATION5 WITH STRUCTURAL., ARCHITECTURAL AND M.E.P. PLANS. SPECIAL CON5TRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, 5PECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION,- HE_5HALL NOT BE-ENTITLED-TO-COMPEN5ATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOP, WORK REQUIRED TO BE RE-CON5TRUCTED BECAUSE Of SAID ERROR, DISCREPANCY OR CONFLICT. V opo 5; 12 <M <M� q d :z ! OO G7 .. < � 0�In w i i O 1 h I o 0 � 1 0 V 0 I to in wl m 0 0 V opo 5; 12 <M <M� q d :z ! OO G7 .. < � 0�In w i i O 1 h I o 0 � 1 V 0 I to wl m 0 0 Z 5 LL w I;+) w Z ul Ze� JW O �t It L O2-1 ❑ � FZIz Z z M L0 W U) Nlij Ix Q a (y) 0 rLLi V z Q CONTACT A MINIMUM _5F 72 HOURS PRIOR TO DIGGING ti` gPRCITEC7rOryC CSC �FCIRE � UTILITIES PROTECTION CENTER 1 -BOO -292-7411 ORG/ No. 28372 *_ PRO'FESSIONAL 12-24-17 A. DRAWING NUMBER C-5 5 OF 13 SHEETS all IRa1���A�lr.� PROP05ED 55 MH TOP TO MATCH PRO. PAVER5 14.23 +/- IE ( 1.23 f ----CO ro ------6. - 17 5.00" a i + + `'"WAO ��r��� 1. CONTRACTOR ISI TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE 12. A MINIMUM OF 10' SEPARATION MUST Be MAINTAINED BETWEEN WATER AND 5EWER MAINS. - W PROP05ED 55 MH 13. # 12 GA. WIRE SHALL BE INSTALLED WITH ALL WATERI5EWER LINES. 2. CONTRACTOR 15 RE5PON51BLE FOR LOCATING ALL EX15TING UTILITIES PRIOR TO N TOP 14.00 ---------------------------- �I■ Ilf 10.92 15. A MINfMUM,SEPARATION OF 2 FEET I9 REQUIRED BETWEEN ALL WATEP TAPS AND 5EVVER CONNECTIONS. mw L. z mum CONSITRUCT OVER k *eI, aS�'Ihblh {+rT A 11,11AIINCS AR& TQ E3€ 6 999 R1,6. 19. CONTRACTOR r0 VERIFY ALL STRUCTURE LOCATIONS (drainage, sanitary, etc), TOPS EXT'G 55 MAIN AND DEPTHS PRIOR TO ORDERING IWATERIAL5 OR BEGINNING CONSTRUCTION. G. ALL SANITARY SEWER LINiwS ARE TO UTILIZE RUBBER GASKkTED JOINTS AND CONFORM to m TO A5TM 3034 FOR PIPE= 15" AND SMALLER. TOP TO N 0 ♦ Dr� CENTERED UNDER THE CRC-q&NG PIPE AS NEARLY AS POSSIBLE. is. W'49-14 N%9111 11111141 hd +8 hIIEf$Ik 15*9 Bi IPII9*0*69 B* 2I. SE'W R WINS WHICH ARE TO BE INSTALLED BENEATH 5rORM o G PVC 55AT CENTERED UNDER THE CROSSING PIPE AS NEARLY AS POSSIBLE, .CnA1.V.E�se-"1r_�1=_�A,f', n oma,.=,+,n�.e�.re>^elt�FiiIBNTAIE�it16•fv�'Fr I ��. 10. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE A"'1a07•f4C•I II�MS1'�'� A +��� .A�.+.�I n r - . WITH THE CITY OF TYBEE ISLAND'S LATEST CONSTRUCTION SPECIFICATIONS • ` MIN .4% AND DETAILS. lb �» ------------------------------------- PERMANENT, SHALL BE AVAILABLE AS SOON AS COMBUSTIBLE: MATERIALS ARRIVE5 ON SITE. Ar: 0 PRO 05ED55 MH in TOP TO MATCH PRO. PAVER5 13. GO 5 OWN I I I • T# { IIrwr � 2G PVC 55AT 1w, Mpg"� �. SjI�fi��i �fCrd "901►�I� 10.4% MIN I •� s a► _ LAAAw R7mI�q r all IRa1���A�lr.� PROP05ED 55 MH TOP TO MATCH PRO. PAVER5 14.23 +/- IE ( 1.23 f ----CO ro ------6. - 17 5.00" a i + + `'"WAO ��r��� 1. CONTRACTOR ISI TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE 12. A MINIMUM OF 10' SEPARATION MUST Be MAINTAINED BETWEEN WATER AND 5EWER MAINS. - W Lro= ,- 13. # 12 GA. WIRE SHALL BE INSTALLED WITH ALL WATERI5EWER LINES. 2. CONTRACTOR 15 RE5PON51BLE FOR LOCATING ALL EX15TING UTILITIES PRIOR TO N COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH lR��) mmm �I■ N OF TML= CONTRACTOR. 15. A MINfMUM,SEPARATION OF 2 FEET I9 REQUIRED BETWEEN ALL WATEP TAPS AND 5EVVER CONNECTIONS. mw L. z mum 1001t RF9+%"IHEB . 18. ALL WATER LATERALS ARE TO BE POLYE=THYLENE OR APPROVED EQUAL. aS�'Ihblh {+rT A 11,11AIINCS AR& TQ E3€ 6 999 R1,6. 19. CONTRACTOR r0 VERIFY ALL STRUCTURE LOCATIONS (drainage, sanitary, etc), TOPS U) AND DEPTHS PRIOR TO ORDERING IWATERIAL5 OR BEGINNING CONSTRUCTION. G. ALL SANITARY SEWER LINiwS ARE TO UTILIZE RUBBER GASKkTED JOINTS AND CONFORM to m TO A5TM 3034 FOR PIPE= 15" AND SMALLER. 20. WATER LINES WHICH ARE TO BE IN57ALLED BENEATH STORM OR SANITARY N 0 LINE5 ARE TO BE OF A FULL LENGTH OF DUCTILE IRON PIPE WHICH 15 TO BE 7. SANITARY SEWER MAY BE CONNECTED TO EXISTING STUB OUT IF PROVIDE=D. CENTERED UNDER THE CRC-q&NG PIPE AS NEARLY AS POSSIBLE. is. W'49-14 N%9111 11111141 hd +8 hIIEf$Ik 15*9 Bi IPII9*0*69 B* 2I. SE'W R WINS WHICH ARE TO BE INSTALLED BENEATH 5rORM o LINES ARE rO BE OF A FULL LENGTH OF DUCTILE IRON PIPE WHICH 15 TO BE CENTERED UNDER THE CROSSING PIPE AS NEARLY AS POSSIBLE, .CnA1.V.E�se-"1r_�1=_�A,f', n oma,.=,+,n�.e�.re>^elt�FiiIBNTAIE�it16•fv�'Fr I ��. 10. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE A"'1a07•f4C•I II�MS1'�'� A +��� .A�.+.�I n r - . WITH THE CITY OF TYBEE ISLAND'S LATEST CONSTRUCTION SPECIFICATIONS CJ AND DETAILS. 1 1. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE AVAILABLE AS SOON AS COMBUSTIBLE: MATERIALS ARRIVE5 ON SITE. 0 in IIrwr � FrImn `w iG►�e imm Mpg"� �. SjI�fi��i �fCrd "901►�I� G" 55 CO G" 55 LATERAL � TOP TO MATCH AT O.G% (MIN) +,- GRADE '-- CONNECT TO EXTIG --- 55 LAT 9 9 r / / 11 11 11 UTILITY PLAN V,= = 10` , SANITARY SERVICE - LATERAL 4"DIAMETER MINIMUM SDR26 PVC OR CLASS 50 DIP PIPE *APPROXIMATE 45DEG SLOPE. PVC TEE/WYE (NEW SEWER INSTALL) GRAVITY SEWER PIPE ` NEW GRAVITY EwE SANITARY SERVICE LATERAL 4"pIAMETER MINIMUM SDR26 PVC OR CLASS 50 OIP PIPE ® APPROXIMATE / 45DEG SLOPE. 7 PVC INSERTA TEE'" OR FLEXIBLE SEWER SADDLE / WITH DOUBLE STAINLESS STEEL CLAMPS GRAVITY \ SEWER PIPE STING GRAVITY SEWER SANITARY SERVICE NOTES 1. THE TEE -WYE SHALL BE SET AT THE PROPER DEPTH TO ACCOMMODATE THE PROPOSED OR EXISTING LATERAL. 2. CONNECT TRACER WIRE ON LATERAL TO TRACER WIRE ON MAIN WITH SPLICE CONNECTOR. 3, CONTRACTOR SHALL NOTIFY CITY OF TYBEE ISLAND PUBLIC WORKS DEPARTMENT 24 HOURS PRIOR TO CONNECTION TO EXISTING GRAVITY SEWER PIPE, ALL CONNECTIONS TO THE EXISTING GRAVITY SEWER PIPE MUST BE INSPECTED BY THE PUBLIC WORKS DEPARTMENT. LATERAL CONNECTION SPECIAL. POOL WATER DISCHARGE NOTES: t .POOL WATER 15 NOT ALLOWED TO BE D15CHARGED TO STORM SYSTEM OR SURROUNDING AREAS. 2. POOL DISCHARGE LINE 15 TO BE CONNECTED DIRECTLY TO THE SANITARY 5EWER 5Y5TEM. aPECIAL. ExiSTING LATERAL NOTE: VERIFY THAT TKE ONLY LATERALS EXISTING ARE THE TWO FROM THE SOUTH AND THE GEORGTANNE N. ANY LATERALS ENCOUNTERED WHICH ARE NOT ON THE PIANS SHOULD BE BROUGHT TO THE "TENTION OF THE TYI3EE 15LAND PUBLIC WORKS DEPARTMENT AND THE PROJECT ENGINEER FOR A '.50LUTION. 5' EASEMENT Special Pre -Construction Note : Contractor to verify all existing and proposed structure locations (drainage, sanitary, etc.), tops and depths prior to ordering materials or beginning construction. 3 r 1 1/4- 1 - 10 3/4" .{ 12" COPOLYMER POLYPROPYLENE PLASTIC 1114 a 5, 3/4" u a T/2" GRADE 60 STEEL REINFORCEMENT SECTION A -A POLYPROPYLENE MANHOLE STEP OR EXTERNAL CHIMNEY SEN. INSTALLED PER M<NUFACMIRER'B SPCOACATIONS, ALLONEO IN E7A3aN0E0 POL7PROPPLENE GRAtfE UNPAVED ARE.rg ONLY RINGS r' 70 72` STACK INSTALMD PER MANUFACTURER'S SPELNFICALONS Own, FOR TANG AREAS} Tr MAX. 0 4 a' PTS-W8AR0 Cfl SMK w/ PORTLAND W MORTAR OR NON -SHRINK lRt4UT PLASTIC . 7 JWNT FOAS . T . YAM t, IN Y• ,y aVERFICAL $` Mix iREMOVE) a'; SURFACE•4' WALL THICKNESS $ MM. FOR 4' DIA M.H. 7' MIN. FOR 6' Da. M.H. AS ft".'�. SEE JOINT DETAIL . (7rPKu) QiRi�OF COUPo,EIFD 6' : JOIN: A7MIN •• sauEExE QU: .WAIT wwp • y•. CONCRETE / GROUT F'u EKI""I .� JOINT DETAIL VARIES 4B x a 6" MIN. a REOIgRED uMRNOLi ra . PIPEDBIMETER (FT) SIZE IN " CQCT® SUBMW W NO WAM 4' (INSIDE DIA.) 99112" ENGOII om 9" OF campaGIEO Ig' (OM DUI) >112" CRUSHM RM IF VWM ENSWNNTEIM. NOTES: 1. PRECAST REMORM CONTE TOPS, RISERS, OASES AND REBARS SHALT. COWORM TO LATEST ASTM C-478 STD. SPECMTLIN+IS. 2. INTERIOR AND ERTMOR OF MANHOLE SHALL BE COATED IN ACCORDANCE WITH TYBEE ISLAND DFRARTM94T OF PUBLIC WORKS INSTRUCTIONS. 3. MANHOLE STEPS 70 BE MISTAUM IN A VERTICAL ROW ON 18" CEafl M 4. CW" FOR BUOYANCY. 9. ALL PIPE PENETRAT06 SHALL HAVE A BOOT CONNECTION STANDARD PRECAST CONCRETE MANHOLE GEOTECHNICAL NOTES: 1. A GEOTECHNICAL INVESTIGATION SHOULD BE PERFORMED PRIOR TO PAVING ROADS FOES PAVEMENT DESIGN l�COMMi:NDAT[ONS. 2. IT 15 STRONGLY RECOMMENDED THAT A GEOTECHNICAL INVESTIGATION 15 PERFORMED BY A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF GEORGIA PRIOR TO BUILDING SLABS BEING POURED FOR RECOMMENDATIONS FOR SOCK DRAINS, FOUNDATION DESIGN, ETC. STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON TH15 PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER A5 MEA5URED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECE55ARY VARIANCES AND PERMIT5. GENERAL. UTILITY NOTES: � 1. CONTRACTOR ISI TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE 12. A MINIMUM OF 10' SEPARATION MUST Be MAINTAINED BETWEEN WATER AND 5EWER MAINS. AND ANY OTHER REQUIRED UTILITIES WIT0 THE APPROPRIATE UTILITY AGENCIES. W 13. # 12 GA. WIRE SHALL BE INSTALLED WITH ALL WATERI5EWER LINES. 2. CONTRACTOR 15 RE5PON51BLE FOR LOCATING ALL EX15TING UTILITIES PRIOR TO N COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH 14. WARNING TAPE SHALL BE INSTALLED WITH ALL WATEWSEWER LINES AT I TO 2 FEET DIRECTLY ABOVE LINE. SAME. ANY DAMAGE TO EXI5TING UTILITIES SMALL BE REPAIRED AT THE EXPENOE N OF TML= CONTRACTOR. 15. A MINfMUM,SEPARATION OF 2 FEET I9 REQUIRED BETWEEN ALL WATEP TAPS AND 5EVVER CONNECTIONS. mw L. z 16. 4" SANITARY SEWER LATERALS SMALL BE SDR 26 PVC AND HAVE A MINIMUM SLOPE OF I %. 1001t RF9+%"IHEB . 18. ALL WATER LATERALS ARE TO BE POLYE=THYLENE OR APPROVED EQUAL. aS�'Ihblh {+rT A 11,11AIINCS AR& TQ E3€ 6 999 R1,6. 19. CONTRACTOR r0 VERIFY ALL STRUCTURE LOCATIONS (drainage, sanitary, etc), TOPS U) AND DEPTHS PRIOR TO ORDERING IWATERIAL5 OR BEGINNING CONSTRUCTION. G. ALL SANITARY SEWER LINiwS ARE TO UTILIZE RUBBER GASKkTED JOINTS AND CONFORM to m TO A5TM 3034 FOR PIPE= 15" AND SMALLER. 20. WATER LINES WHICH ARE TO BE IN57ALLED BENEATH STORM OR SANITARY N 0 LINE5 ARE TO BE OF A FULL LENGTH OF DUCTILE IRON PIPE WHICH 15 TO BE 7. SANITARY SEWER MAY BE CONNECTED TO EXISTING STUB OUT IF PROVIDE=D. CENTERED UNDER THE CRC-q&NG PIPE AS NEARLY AS POSSIBLE. is. W'49-14 N%9111 11111141 hd +8 hIIEf$Ik 15*9 Bi IPII9*0*69 B* 2I. SE'W R WINS WHICH ARE TO BE INSTALLED BENEATH 5rORM o LINES ARE rO BE OF A FULL LENGTH OF DUCTILE IRON PIPE WHICH 15 TO BE CENTERED UNDER THE CROSSING PIPE AS NEARLY AS POSSIBLE, .CnA1.V.E�se-"1r_�1=_�A,f', n oma,.=,+,n�.e�.re>^elt�FiiIBNTAIE�it16•fv�'Fr I ��. 10. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE A"'1a07•f4C•I II�MS1'�'� A +��� .A�.+.�I n r - . WITH THE CITY OF TYBEE ISLAND'S LATEST CONSTRUCTION SPECIFICATIONS CJ AND DETAILS. 1 1. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE AVAILABLE AS SOON AS COMBUSTIBLE: MATERIALS ARRIVE5 ON SITE. STORM ARID UTILITIES MANHOLE AND BOX NOTES: . INVERT ELEVATIONS ARE TO BE CONBIDiRED A5 PIPE WERTS AND NOT A5 THE INVERT OF THE MANHOLE, BOX, ETC, TRAFFIC / RIGHT-OF-WAY AND DISCHARGE NOTES: 1. ALL ROAD CLOSINGS, DETOURS AND I=TC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE 15IAND, GEORGIA AND GA. DOT PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND, GEORGIA AND GA. DOT PRIOR. TO COMMENCEMENT OF ANY WORK. 3. CONTRACTOR f5 TO OBTAIN A R.O.W. PERMIT PRIOR TO PERFORMING ANY WORK WITHIN CITY OF TYBEE ISLAND, GEORGIA AND GA. DOT RIGHT OF WAYS. 4. CHLORINATED DISINFECTED WATER SMALL NOT BE. D15CHARGED INTO THE STORMWATER 5Y5TEM. FEMA MAP NOTES: I . TH15 DEVELOPMENT 15 WIT01N FLOOD ZONE AREA "AE -12" AND "AE -130 ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 13051 C0326F, MAP REV15ED 5EKEM13ER 29, 2008 (NAVD 88). 2. THIS SITE 15 IN ZONE= "AE -120 AND "AE -13" AND 15 LOCATED WITHIN THE 100 YEAR FLOOD ZONE. 3. CONTRACTOR 15 TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN TREASONABLY BE EXPECTED10 H, AVE KNOWN OF AN ERROR, D15CPZPANCY OR CONFLICT IN THE PLANS, 5PECIFICATION5 OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTfON, 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, D15CR,EPANCY OR CONFLICT. 5CALE: I " = I C 0 _ 10'. ` _ _ 20' 30' CS 00 � C 0 %0 wM� ce) WC3 ..��0 rC7 U 04 > 0.4 0 O W { � � W z yam+ { N Z U) Z Q � W N 0 � mw L. z � Z un U) Z m � to m V { N 0 m a --I o R g CJ CS 00 � C 0 %0 wM� ce) WC3 ..��0 rC7 U 04 > 0.4 0 O W { � � W yam+ { N Z U) Z Q � W N � mw L. z � Z m ZU � U) Z m � to m V { N 0 m a --I o R g CJ 0 in A MINIMUM 7i PRIOR TO DIGGING TIES PROTECT 1-800-282 - %GRGl � SR No. 28372 PROFESSIONAL 12-24-17 A. 6 DRAWING NUMBER Cr.rL6 6 OF 13 SHEET'S � W ©wXw� Z U) Z Q � W J {2 z QO z Z mw L. z � Z m ZU � U) Z m � to m C w a" --I A MINIMUM 7i PRIOR TO DIGGING TIES PROTECT 1-800-282 - %GRGl � SR No. 28372 PROFESSIONAL 12-24-17 A. 6 DRAWING NUMBER Cr.rL6 6 OF 13 SHEET'S SOIL EROSION &'SEDIMENTATION CONTROL NOTES 1. NARRATIVE: THE EXISTING SITE CONTAIN5 AN EXISTING INN AND THE GROUND 15 GENERALLY FLAT WITH SLOPES BEETWEEN O AND 4 PERCENT. THE PROPOSED PROJECT WILL BE THE REMOVAL OF CONCRETE SURFACES AND REPLACING WITH PAVERS. PARKING AREA5 WILL AL50 BE CONVERTED FROM EARTH PARKING TO PERMEABLE PAVER PARKING SURFACE. THE TOTAL 51TE 15 APPROXIMATELY 0.49 ACRES WITH THE DISTURBED AREA BEING APPROXIMATELY 0.24 ACRES. 2. DEVELOPER / OWNER : Greg 5toefler 2 12 Butler Avenue Tybee Island, Georgia 31328 3. 24 HOUR CONTACT : Greg 5toefler 9 1 2-786-4542 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE CURRENT STATE 501L AND WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR EROSION CONTROL IN GEORGIA. 5. PRIOR TO ANY OTHER CONSTRUCTION, STABILIZED CONSTRUCTION EXITS SHALL BE CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE. ALL ENTRANCES TO THE 51TE WHICH ARE NOT PROTECTED SHALL BE BARRICADED. G. IMMEDIATELY AFTER THE ESTA5LI5HMENT OF CONSTRUCTION EXITS, ALL PERIMETER ERO51[ON CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. 7. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND D15TUR15ANCE OCCURS. THE LOCATION OF SOME OF THE ER05ION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT 5HOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CON5TRUCTION ARE DIFFERENT FROM THE FINAL PROP05ED DRAINAGE PATTERN5. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPL15H EROSION CONTROL FOR ALL DRAINAGE PATTERN5 CREATED AT VARIOUS 5TAGE5 DURING ANY PHA5E OF CON5TRUCTION. ANY DIFFICULTY IN CONTROLLING F-RO51ON DURING ANY PHA5!_ OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY! 8. THE LOCATIONS OF EROSION CONTROL DEVICEF) SHALL SE ADJUSTED AS CON5TRUCTION PROGRE55E5 IN ORDER TO MAINTAIN A FUNCTIONING ER05ION CONTROL 5Y5TEM. 9. THE FAILURE OF ANY ER05ION CONTROL DEVICE TO FUNCTION A5 INTENDED, FOR ANY REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I 1 O. F-RO5ION CONTROL DEVICE5 5HALL Bir INSPECTED AFTER EACH RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED PERJOD5 OF CONTINUOUS RAINFALLS. 1 1. EROSION CONTROL DEVICF-5 5HALL BE CLEANED WHEN THEY BECOME HALF FILLED WITH SEDIMENT. 12. EROSION CONTROL DEVICES SHALL BE REPAIRED A5 NECESSARY TO MAINTAIN A FUNCTIONING EROSION CONTROL 5Y5TEM. 13. EROSION CONTROL DEVICES SHALL 13E MAINTAINED UNTIL PERMANENT COVER 15 ESTABLISHED AND THEN REMOVED 50 THAT DRAINAGE FROM THE SITE 15 NOT IMPAIRED. 14, STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER PERMANENT GROUND COVER HA5 BEEN ESTABLISHED. 15. ANY DISTURBED AREA LEFT EXP05ED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE 5TA13ILIZED WITH TEMPORARY SEEDING, I G. ANY DISTURBED AREAS WITH 5LOPE5 2:1 OR FLATTER WHICH ARE NOT STABILIZED BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING". 17. VEGETATIVE METHODS: A VEGETATIVE COVER SHALL BE ESTABLISHED AND MAINTAINED OVER ALL FINAL GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE COVERS FOR AN OUTLINE OF THE ESTABLISHMENT OF VEGETATIVE COVERS. WEEKLY INSPECTION OF THE GRASS COVER 5HALL BE PERFORMED TO IDENTIFY AREAS REQUIRING RE-E5TABL15HMENT OF GRA55. LIME RATE. I TO 2 TONS PER ACRE FERTILIZER: 1 500 POUNDS OF G-12-12 PER ACRE 18, MULCH: MULCH SHALL BE UNCHOPPED, UNROTTED, SMALL GRAIN DRY STRAW APPLIED AT A RATE OF 2 TONS PER ACRE. MULCH MATERIAL SHALL BE RELATIVELY FREE FROM ALL KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE A5 FOLLOWS : CANADA THISTLE, JOHNSONGRA55 AND QUACKGRA55. SPREAD MULCH MECHANICALLY OR UNIFORMLY BY HAND. MULCH ANCHORING SHALL BE ACCOMPLI5HED IMMEDPLACEMENTPIATELY AFTER MULCH PLACEMENT TO MINIMIZE L055 BY WIND OR WATER. TH15 MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL, NETTING OR LIQUID MULCH BINDERS. .. SPECIAL NOTES: 1. THE E5CAPE OF 5EDIMENT FROM THE 51TE 5HALL BE PREVENTEDED BY THE INSTALLATION OF ER05ION AND SEDIMENT CONTROL MEA5URE5 AND PRACTICES PRIOR TO LAND D15TURBING ACTIVITIE5. 2. THE INSTALLATION Of EROSION CONTROL MEA5URE5 AND PRACTICES SHALL BE IN5TALLED PRIOR: TO LAND D15TURBING ACTIVITIE5. 3. ER05ION CONTROL MEA5URE5 WILL BE MAINTAINED AT ALL TIMES. If FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE ER,0510N CONTROL ADDITIONAL ER05ION AND SEDIMENT CONTROL MEA5URE5 5HALL BE IMPLEMENTED TO CONTROL OR. TREAT THE SEDIMENT 50URCE. 4. CITY Of TYBEE 15LAND PERSONNEL 5HALL HAVE THE RIGHT TO INSPECT 5TORMWATER FACILITIES AT ALL TIMES. 5. STATE WATERS DO NOT EX15T ON TH15 PROPERTY NOR WITHIN 200 FEET. G. FRESH WATER WETLANDS DO NOT E 15T ON TH15 PROPERTY. 7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS VISITED THE 51TE PRION TO DE51GN OF THE E * 5C PLANS. 8. THE RECEIVING WATERS FOR TH15 PROJECT 15 THE EX15TING ADJACENT TYBEE ISLAND 5TORMWATER DRAINAGE 5Y5TEM, MARSH AND ULTIMATELY THE ATLANTIC OCEAN 9. ANY D15TURBANCE AREA LEFT EXP05ED FOR A PERIOD GREATER: THAN 14 DAY5 51IALL BE 5TABALIZED WITH TEMPORARY SEEDING. 10. AMENDMENTS OR REV1510N5 TO THE E5 * PC PLAN WHICH HAVE A HYDRAULIC EFFECT ON THE PROJECT MUST BE APPROVED BY THE DE51GN ENGINEER.. CLEARING NOTES: 1. ALL ELEVATIONS ARE BASED ON NAVD 88 DATUM. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIE5 AND FOR AVOIDING ALL CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING UTILITIE5 SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. ALL WORK SHALL BE IN COMPLIANCE WITH THE STAT: SOIL AND WATER CONSERVATION COMMITTEE15 "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA. ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR 13A515 AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE 51TE BY THE OWNER. SEE LAND DISTURBING PLAN. 4. ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND 015TUK51NG ACTIVITY PLAN. 5. EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLF5 MUST TRAVERSE CONSTRUCTION EXITS TO REMOVE MUD FROM TIRE5 BEFORE ENTERING ANY PAVED PUBLIC HIGHWAY. G. BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAY5 DURING CONSTRUCTION. THESE MEASURES ARE TEMPORARY. 7. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHT5-OF-WAY5, EASEMENTS AND LOTS. THE CONTRACTOR SHALL PROVIDE THE NECE55AKY FILL AND OR GRADING TO MEET THE FINISHED PLAN GRADES AND ELIMINATE ANY AND ALL AREAS WHICH ARE LOW AND DO NOT DRAIN. THE CONTRACTOR 511ALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. 8. THE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL THE APPROPRIATE PERMITS HAVE BEEN ISSUED, 9. IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER TO REMOVE THEM. 10. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES. THE CONTRACTOR SHALL NOT WORK WITHIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE FROM THE OWNER OR ENGINEER PRESENT. 1 1. PRUNING OF TREE LIMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE WITH SPECIFICATIONS AND RECOMMENDATIONS OF THE "NATIONAL ARBORIST A55OCIATION" (N.A.A.) IN "PRUNING STANDARDS FOR SHADE TREES". ANY VARIATION FROM THE RECOMMENDATION OF THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. 12. LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLAN5 A5 "LIMITS OF DISTURBANCE". 13. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, MULCHED, FERTILIZED AND WATERED TO PROMOTE A 5UFFICIENT GROUND COVER THAT WILL PREVENT 501L EROSION. SUFFICIENT COVERAGE SMALL BE A5 SPECIFIED IN "ER05ION CONTROL GRASSING". 14. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED 50 THAT THE 51TE AND THE AREA IMMEDIATELY SURROUNDING THE 51TE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER MICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER. TENTATIVE ACTIVITY SCHEDULE SITE DATA ZONE... ....................................... R -T TOTAL ACREAGE .............................. 0.49 ACRES DISTURBED ACRE40L.. 0.24ACRES S.C.S. SOIL SUR1111& MAP AS PER WEB SOIL SURVEY a T_ytRTFFNr<' -8A :8 2 �a PLAIN VEGETATIVE COVERS mo vmm M PWMSF TEMPORARY GRASS PiOJWET NGOF 901■0111811 RATE JUS ! ! 10 mss,/ BCH- JUNE COMMON BERMUDA COMMON BERMUDA (HULLED) 10 Lbs./Ac 17 min, (HULLED) Steel 1.31b./ft, min o oil APRIL - WAST Ills III JULY - IN 10 tbs./Ac IN 4 min. IN the post by wire, chors, and pockets or any BROWN MP MILL ET• 10 Lbs./AC RYEGRASS 40 Lbs./AC COMMON BERMUDA (UNHULLED) 10 Lbs./AC FEBRUARY FEBRUARYR'YE 1/2 BulAa VIII Ilion NUMMEIIIII IN IN MNTEN"E OF SEDIMENT CONTROL 111, onsmonsms son, 1111110 IN IN IN REMOV& OF SEDIMENT CONTROL 1101���IIIYI1111 SITE DATA ZONE... ....................................... R -T TOTAL ACREAGE .............................. 0.49 ACRES DISTURBED ACRE40L.. 0.24ACRES S.C.S. SOIL SUR1111& MAP AS PER WEB SOIL SURVEY a T_ytRTFFNr<' -8A :8 2 �a PLAIN VEGETATIVE COVERS t size of Post M PWMSF TEMPORARY GRASS rr !11� PiOJWET NGOF PERMANENT GRASS RATE JUS ! ! 10 mss,/ BCH- JUNE COMMON BERMUDA COMMON BERMUDA (HULLED) 10 Lbs./Ac 17 min, (HULLED) Steel 1.31b./ft, min o Co CRUSHED STONE CONSTRUCTION EXIT EXIT DIAGRAM - -- nARC SJ!ir Aci alv.rc ro+.] ( - mv£aacv - naE ENTRANCE ELE:F.T)ON ' ' f--.-c.ar:sE ac:rmnsr -� fJI ✓J�''� „IIl�lr Figure 1. Crushed Stone Construction Exit Installation Requirements Figure 2. Geotextile Underliner I z • Periodically dress with 1.5"-3.5" stone. • Maintain in a condition thatwill preventtracking or flow of mud onto public rights -of way. • Immediately remove mud and debris tracked or spilled onto roadways. 75 Co CONSTRUCTION EXIT r r A stone -stabilized pad located at any point where traffic will be leaving a construction site to a public right-of-way, street, alley, sidewalk, or parking area. 4 • Reduce or eliminate the transport of mud from the construction area onto public right-of-ways. • • Install according to the approved plan. • Use 1.5"-3.5" stone. • Minimum pad thickness of 6". • Minimum pad width of 20 ft. • Minimum pad length of 50 ft. • When the construction is less than 50 ft from' the paved access, the length shall be from the edge of the existing pavement to the permitted building being constructed. • When washing is required, conduct on an area stabilized with crushed stone and route runoff to an approved sediment trap or sediment basin. • Place the geotextile liner the full length and width of the entrance. 74 COASTAL PLAIN VEGETATIVE COVERS TPost f size of Post M PWMSF TEMPORARY GRASS RATE PiOJWET NGOF PERMANENT GRASS RATE JUS COMMON BERMUDA 10 mss,/ BCH- JUNE COMMON BERMUDA COMMON BERMUDA (HULLED) 10 Lbs./Ac 17 min, (HULLED) Steel 1.31b./ft, min o Guage APRIL - WAST BROWN TOP MILLET' 40 Lbs./AC JULY - COMMON &BERMUDA (HULLED) 10 tbs./Ac 3/4" 4 min. Note: Filter Fabric may also be attached to the post by wire, chors, and pockets or any BROWN MP MILL ET• 10 Lbs./AC RYEGRASS 40 Lbs./AC COMMON BERMUDA (UNHULLED) 10 Lbs./AC FEBRUARY FEBRUARYR'YE 1/2 BulAa SILT FENCE - TYPE NON -SENSITIVE } SIDE VIEW I i 30" MIN. FLOW � _r:=1 I ;-_;_ II F711 _iii -=i I 18" MIN. 2" L. 30" MIN. 18" MIN. L NOTES: 1. USE STcEL OR WOOD POSTS OR AS SPECIFIED BY THE EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN. 2. HEIGHT (*) IS TO BE SHOWN ON THE EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN. Figure 8.27."1 FRONT VIEW 6' MAX. O.C. -- -'-I r Table 6-27.2 Post Size Type Min TPost f size of Post Staples f Length WO N Post Soft wood 3"dia or 20 NS 4' Oak 1.5"x1.5" 17 min, wide Steel 1.31b./ft, min o Guage Steel 1.3lbAt. min S 4" Oak 2"x2" For a product or practice to be approved as a sediment barrier, that product or practice must have a documented P -factor no greater than 0.045 for non -sensitive areas or a P -factor no greater than 0.030 for sensitive areas, as speci- fied by GSWCC. For complete test procedures and approved products list please visit wM,ga-,§wcc aeoraia oov. Table 6-27,1 Criteria for Sediment Barrier Maximum Slope Land Slope Length Above Fence Percent Feet { 2 100 2 to 5 75 5 to 10 50 10 to 20 25 >20* 15 *In areas where the slope is greater than 20%, a flat area length of 10 feet between the toe of slope to the barrier should be provided. Table 6.27.3 Fasteners for Wood Posts -Guage Crown Legs Staples f 0>0 WO N Post Wire z_QOa© 3/4" 1/2" p Staples 17 min, wide long 5 min. o Guage Length Sutton Heads Nail/ Post Nails 14 min. 1" 3/4" 4 min. Note: Filter Fabric may also be attached to the post by wire, chors, and pockets or any other method provided mimimum P -factor, as required b GSWCC, is met. FASTENERS FOR SILT FENCES OVERLAP AT FABRIC ENDS Ra IB» POrABSICT - END OF FABRIC FENCE BEGINNING OF FABRIC PENCE TOP VEM - NDT TO SCALE WOOD POST WITH WOOD POST WITH STAPLE PLACEMENT 11 NAIL PLACEMENT 0 I a Dill iii TTI- III U rA IF - FRONT VIEWS - X01 TO SCALE NOTE 1. THE FABRIC AND WIRE SHOULD BE SECURELY FASTENED TO POSTS AND FABRIC ENDS MUST BE OVERLAPPED A MINIMUM OF ta" OR WRAPPED TOGETHER AROUND A POST To PROVIDE A CONTINUOUS FABRIC BARRIER AROUND THE MLEI. Figure 6.27.5 LEVEL %I CERTIFICATION N0. 2104 ISSUED 7 f-5-05 EXPIRES - f 1-m65_250 c 407 {!i I- LEI { V I Ey, I Tv. � tV 0>0 WO N C 0 z_QOa© a aC Z wj p Q N LUU} U) o v m a I M c i t� Z t W I w w a U) I- LEI { V I Ey, I Tv. � tV 0>0 WO N C 0 z_QOa© a aC Z wj p d N LUU} U) o v m a I M c i t� Z t W I w (xT a U) I- LEI { { ...,I 0>0 WO z_QOa© LW Z wj (j)U) N LUU} O Wm 0 0 I~ t� CONTACT A MINIMUM ©F 72 HOURS PRI17R TO DIGGING RDTf 1 a` UTILITIES PROTECTION CENTER -SO -2 2-7411 C3 is ORO/ �4 No. 28372 *' PROFESSIONAL 12-24- 17 DRAWING NUMBER C-7 7 OF 'I3 SHE SECONDARY PERMITTEES N07E : THIS MASTER LIST IS To 13E COMPLETE, SIGNED AND KEPT IN 714E ON SITE CONSTRUC71ON TRAILER SECONDARY PERMITTEE'S SIGN WHEN RECEIVING PLANS. ALL SECONDARY PERMITTEES MUST SUBMIT SECONDARY N.O.I. AT LEAST 14 DAYS PRIOR TO BEGINNING CONSTRUCTION ACTIVITY. NAME : PHONE COMPANY: FAX ADDRESS : SIGNATURE ADDRESS GSWCC LEVEL IA CERTIFICATION NO. NAME : PHONE COMPANY: FAX ADDRESS : SIGNATURE ADDRESS GSWCC LEVEL IA CERTIFICATION NO. NAME : PHONE COMPANY: FAX ADDRESS : SIGNATURE ADDRESS : GSWCC LEVEL IA CERTIFICATION No NAME : PHONE COMPANY: FAX ADDRESS : SIGNATURE ADDRESS : GSWCC LEVEL IA CER7IFiCATION NO. 7 DAY INSPECTION NOTE The design professional is to inspect the installation of the initial sediment storage requirements and perimeter control SMP's. The design professional must be retained by the primary permittee to conduct a site inspection within seven (7) days after the the installation of the initial sediment storage requirements and perimeter control SMP's. The design professional must report the results of the inspection to the primary permittee within seven (7) days and the primary must correct all deficiencies Identified in the report within two (2) business days after receiving the report (unless additional time is needed due to adverse weather). The primary permittee may use on alternate design professional to conduct the BMP inspection, provided that they make a written request to EPD to . change from the design professional who developed the plan and EPD has agreed. DESIGN PROFESSIONAL. 7 DAY VISIT CERTIFICATION Date of Inspection I certify the site was in compliance with the ES&PC Plan on the date of inspection. Marg Boswell 2104 GSWC LEVEL It DESIGN PROFESSIONAL CERTIFICATION # Inspection revealed the following discrepancies from the ES&PC Plan. These deficiencies must be addressed immediately and a re -inspection scheduled. Work shall not proceed on the site until design Professional Certification is obtained. RETEN71ON OF RECORDS : a. A copy of all Notices of Intent submitted to EPD. b. A copy of the Erosion, Sedimentation and Pollution Control Plan required by this permit; c. A design professional's report of the results of the inspection conducted in accordance with Part IV .A.5. of this permit; d. A copy of all monitoring information, results, and reports required by this permit. s. A copy of all inspection reports generated in accordance with Part IV.D.4.a. of this permit; E A copy of ail violation summaries and violation summary reports generated in accordance with Part lli.0.2. of this permit; g. Daily rainfall information collected in accordance with Part IV.0.4.a.(1)(c) of this permit. PRODUCT SPECIFIC PRACTICES 1. Petroleum Based Products - Containers for products such as fuels, lubricants and tors writ be inspected dally for looks and spills. This includes on-site vehicle and machinery dally inspections and regular preventative maintenance of such equipment. Equipment maintenance areas will be located away from state water, natural drains and storm water drainage inlets. in addition, temporary fueling tanks shall have a secondary containment liner to prevent/minimize site contamination. Discharge of oils, fuels, and lubricants is prohibited. Proper disposal methods will include collection in o suitable container and disposal as required by local and State regulations. 2. Points / Finishes / Solvents - Ail products will be stored in tightly sealed original containers when not in use. Excess product will not be discharged to the storm water collection system. Excess product, materials used with these products and product containers will be disposed of according to manufacturer's specifications and recommendations. 3. Concrete Truck Washing a. Coordinate with site superintendent to excavate a pit deep enough to contain the wash down water. b. Bade equipment into pit. a Wash down only the chute hopper and rear of the vehicle. DO NOT WASH OUT DRUM. d. Make sure wash down water goes into and stays in the pit. e. Coordinate with site superintendent to fill in pit and smooth out ground. f. Never allow wash down to enter a storm system. 4, Fertilizer / Herbicides - These products will be applied at rates that do not exceed the manufactuer's specifications or above the guidelines set forth in the crop establishment or in the GSWCC Manual for Erosion and Sediment Control In Georgia. Any storage of these materials will be under roof in sealed containers. 5. Building Materials - No building materials will be buried or disposed on-site. All such materials will be disposed of in proper waste disposal procedures. WASTE DISPOSAL : 7. Locate waste collection areas away from streets, gutters, watercourses and storm drains. Waste collection areas, such as dumpsterv6 ore often best located near construction site entrances to minimize traffic an disturbed soNs. The plan should include secondary containment around liquid waste collection areas to further minimize the likelihood of contaminated discharges. Solid mateiof% Including building materials, shall not be discharged to waters of the State, except as authorized by a Section 404 permit. REPORTING Soil Cleanup and Control Practices 1. Local, State and manufacturer's recommended methods for spill cleanup will be clearly pasted and procedures will be made available to site personnel. 2. Material and equipment necessary for spill cleanup will be kept in the material storage cream Typical materials and equipment includes, but is not limited to, brooms, dustpans, mops, rags, gloves, gaggles, cat litter, sand, saw dust and properly labeled plastic and metal waste containers. 3. Spill prevention practices and procedures will be reveiwed after a spill and adjusted as necessary to prevent future spnls. 4. AM spills wil be cleaned up immediately upon discovery. All spills will be reported as required by local, State and Federal regulations. 5. FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A SHEEN ON SURFACE WATER). THE NATIONAL RESPONSE CENTER (NRC) WILL BE CONTAC7ED WITHIN 24 HOURS AT 1-500-426-2675. 6. FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL CENTER (NRC) MLL BE CONTACTED tMTH/N 24 HOURS AT 1--800-426-2675. 7. FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE GEORGIA EPD WILL BE CONTACTED JWTHIN 24 HOURS 8. FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE WATER /MPACM THE SPILL WiLL BE CLEANED UP AND LOCAL AGENCIES MLL BE CONTACTED AS REQUIRED. 9. The contractor shall notify the licensed professional who prepared this plan if more than 1,320 gallons of petroleum is stored onsite (this includes capacities of equipment) or if any one piece of equipment has a capacity greater than 660 gallons. The Contactar will need a Spill Prevention Containment and Countermeasures Plan prepared by that licenseed professional. SANITARY WASTES : STORMWATi^R SAMPLING SAMPLE ANALYSIS I. Storm water samples are to be analyzed in accordance with methodology and test procedures established by 44 CFR Port 136 and the guidance document titled "NPOES Storm Water Sampling Guidance Document, EPA 833--8-92-001." 2. Storm water is to be for nephelometric turbidity units (NTU) at the outfall location. A discharge of storm water runoff from disturbed areas where best management practices have not been properly designed, installed, and maintained shall constitute a separate violation for each day on which such conditions results in the turbidity of the discharge exceeding 75, the value that was selected from Appendix B In Permit No. GAR 100001. The NTU is based upon the disturbed acreage of. 0.24acres for the project site, the surface water drainage ores `of C 5.0 square miles, and receiving water which supports warm water fisheries. ++o,,,+,+,+., err v,+c i,v,aW,u,e au„+w,y WFUL Wire oe Prvvrorra for CVCry can wurKer$ on the site. AM sanitary waste will be collected from the portable units a minimum of one time per week by a licensed portable facility provider in complete compliance with local and state regulations. 2. All sanitary waste units will be located in an area where the likelihood of the unit contributing to storm water discharge In negligible. Additional containment BMP's must be implemented, such as gravel bags or specialty designed plastic skid containers around the base, to prevent wastes from contributing to storm water dischoges. The location of sanitary waste units must be identified an the Erosion Control Plan Gradinc Phase Sheet by the contractor once the locations hove been determined. 3. Sanitary Sewer will be provided by Municipal AuthorityjSeptic System at the completion of this project. HAZARDOUS WASTES: 7. All hazardous waste materials will be disposed of in the manner specified by local, state, and/or federal regulations and by the manufacturer of such products. The jabsite superintendent, who will also be responsible for seeing that these practices are followed, will instruct site personnel in these practices. Material Saftey Data Sheets (MSDS's) for each substance with hazradous properties that is used an the job site will be obtained and used for the proper management of potential wastes that may result from these products. An MSDS will be posted in the immediate area where such product Is stored and/or used and another copy of the MSDS will be maintained in the ESPCP fele at the jobsite construction tralter office. Each employee who must handle a substance with hazrdous properties w8l be instructed on the use of MSDS sheets and the specific information in the applicable MSDS for the product he/she is using, particularly regarding spill control techniques. 2. The contractor will Implement the Spill Prevention Control and Countermeasures (SPCC) Plan found within this ESPCP and will train all personnel in the proper cleanup and handling of spilled materials. No spilled , hazardous materials or hazardoud wastes will be allowed to come in contact with storm water discharges. If such contact occurs, the storm water discharge will be continued on site until appropriate measures in compliance with state and federal regulations are taken to dispose of such contaminated storm water. It shall be the responsibility of the job site superintendent to properly train all personnel In the use of the SPCC plan. 7. The applicable permittees are required to submit the sampling results to the EPD of the address shown in Part B.C. by the fiftenth day of the month following the reporting period. Reporting periods are months during which somp/es are taken in accordance with this permit. Sampling results shall be in a clearly legible format. Upon written notification, EPD may require the applicable permittee to submit the sampling results on a more frequent basis. Sampling and analysis of any storm water discharges) or the receiving water(s) beyond the minimum frequency stated In this permit must be reported in a similar manner to the EPD. The Sampling reports must be signed in accordance with Part V.G.2. Sampling reports must be submitted to EPD until such time as a NOT is submitted in accordance with Part W. 2. AM sampling reports shall include the following information: G. The rainfall amount, date, exact place and time of sampling or measurements; b. The name(s) of the certified personnel who performed the sampling and measurements; c. The date(s) analyses were performed; d. The time(s) analyses were initiated; e. The name(s) of the certified personnel who performed the analyses; f. References and written procedures, whe available, for the analytical techniques or methods used; g. The results of such analyses, including the bench sheets, instrument read outs. computer disks or tapes, etc., used to determine these results. h. Results which exceed 1,000 NTU shall be reported as exceeds 1,000 NTU; and I. Certification statement that sampling was conducted as per. the plan. 3. All written correspondence required by this permit shall be submitted by return receipt certified mail (or similar service) to the appropriate district office of the EPD according to the schedule In Appendix A of this permit. The applicable permittees shall retain a copy of the proof of submittal at the construction site of the proof of submittal shall be readily available at a designated location from comencement of construction until such time as a NOT Is submitted In accordance with Bart W. If on electronic submittal is provided by EPD then the written correspondence may be submitted electronically; if required, a paper copy must also be submitted by return receipt certified mail or similar service. 4. Inspections. SAMPLING FREQUENCY Storm water samples shall be taken for the following events (a) For each area of the site that discharges to a receiving water or from an outfoll, the first rain event that reaches or exceeds 0.5 inches with a storm water discharge that allows for sampling during normal business hours as defined in this permit after all clearing and grubbing operations have been completed, but prior to completion of mass grading operations, in the drainage area of the location selected as the sampling location : (b) in addition to (a) above, for each area of the site that discharges to a receiving water or from on outfall, the first rain event that reaches or exceeds 0.5 inches with a stormwater discharge that occurs during normal business hours as defined in this permit either 90 days after the first sampling event or after all mass grading operations have been completed but prior to submittal of of a NOT, in the drainage area of the location selected as the sampling location, whichever come first : (c) At the time of sampling performed pursuant to (a) and (b) above, if BMPs in any area of the site that discharges to a receiving water or from an outfait are not properly designed, installed and maintained, corrective action shall be defined and implemented within 2 business days, and turbidity samples shall be taken from discharges from that area of the site for each subsequent rain event that reaches or exceeds 0.5 inches during normal business hours* until the selected turbidity standard in attained or until post -storm event inspections determine that SMPs are properly designed, installed and maintained; (d) Where sampling pursuant to (a), (b) or (c) above is required but not possible (or not required because there was no discharge), the primary permittee, in accordance with Part iV.D.4.a.(6)„ or the tertiary permittee, in accordance with Part IV.D.4,c.(6)„ must include a written justification in the inspection report of why sampling was not performed. Providing this justification does not relieve the permittee of any subsequent sampling obligatiions under (a), (b) or (c) above, and (e) Existing construction activities, i.e., those that are occuring on or before the effective date of this permit, that have met the sampling required by (a) above shall sample in accordance with (b). Those existing construction activities that have met the sampling required by (b) above shalt not be required to conduct additional sampling other than as required by (c) above. x Note that the Permittee may choose to meet the requirements of (a) and (b) above by collecting turbidity samples from any rain event that reaches or exceeds 0.5 Inch and allows for sampling at any time of the day or week. a. Permittee requirements. (1). Each day when any type of construction activity has taken place at a primary permittee's site, certified personnel provided by the primary permittee shall inspect: (a) ali areas at the primary permittee's site where petroleum products are stored, used, or handled for spills and leaks from vehicles and equipment and (b) all locations at the primary permittee's site where vehicles enter or exit the site for evidence of off-site sediment tracking... These inspections must be conducted until a Notice of Termination is submitted. (2). Measure rainfall once every 24 hours except any non -working Saturday, nonworking Sunday and non -working Federal holiday unfit a Notice of Termination is submitted. Measurement of rainfall may be suspended if all areas of the site have undergone final stabilization or established a Crop of annual vegetation and a seeding of target perennials appropriate for the region. (3). Certified personnel (provided by the primary permittee) shall inspect the following at least once every seven (7) calendar days and within 24 hours of the end of a storm that is 0.5 inches rainfall or greater (unless such storm ends after 5.00 PM on any Friday or on any non -working Saturday. 'n on -working Sunday or any non -working Federal holiday in which case the inspection shall be completed by end of the next business day and/or working day, whichever occurs s first): (a) disturbed areas of the primary permAtee's construction site ; (b) areas used by the primary permittee for storage of materials that are exposed to precipitation ; and (c) structural control measures. Erosion and sediment control measures identified in the Plan applicable to the primary permittee's site shall be observed to ensure that they are operating correctly. Where discharge Jacations or points are accessible, they shall be inspected to ascertain whether erosion control measures are effective in preventing significant impacts to receiving water(s). For areas of a site that have undergone final stabilization or established a crop of annual vegetation and a seedingof target perennials appropriate for the region, the permittee must comply with Part IV.D.4.a.(4). These inspections must be conducted until a Notice of Termination is submitted. (4). Certified personnel (provided by the primary permittee) shall inspect at least once per month during the term of this permit (i.e., unlit a Notice of Termination is received by EPD) the areas of the site that have undergone final stabilization or established a crop of annual vegetation and a seeding at target perennials appropriate for the region. These areas shall be inspected for evidence 'of, or the potential for, pollutants entering the drainage system and the receiving water(s). Erosion and sediment control measures identified in the Plan shall be observed to ensure that they are operating correctly. Where discharge locations or points are accessible, they shall be inspected to ascertain whether erosion control measures are eiieciive in preventing significant impacts to receiving water(s). (5). Based on the results of each inspection, the site description and the pollution prevention and control measures identified in the Erosion, Sedimentation and Pollution Control Plan, the Plan shall be revised as appropriate not later than seven (7) calendar days following each inspection. Implemeniation of such changes shall be made as soon as practical but in no case later than seven (7) calendar days following each inspection. (6). A rep©rt of each inspection that includes the name(s) of certified personnel making each inspection,! the date(s) of each inspection, construction phase (i.e., initial, intermediate or final), major observations relating to the implementation of the Erosion, Sedimentation and Pollution Control Plan, and actions taken in accordance with Part IV.D.4.a.(5). of the permit shall be made and retained at the site or be readily available at a designated alternate location until the entire site or th�t portion of a construction project that has been phased has undergone final stabilizatio(t and a Notice of Termination is submitted to EPD. Such reports shall be readily available b' end of the second business day and/or working day and shall identify all incidents of best mann ement practices that have not been properly installed and/or maintained as described in the Plan. Where the report does not identify any incidents, the inspection report shall contain a certifica'on that the best management practices are in compliance with the Erosion, Sedimentation and Pollution Control Plan. The report shall be signed in accordance with Part V.0.2. of this permit 26. INSTALLED MEASURES TO CONTROL POLLUTANTS AFTER CONSTRUCTION COMPLETION I. The gnat stabilization shall remlon in place, stobe7zed and funtional of all times after construction has been completed 2. h f installation o these soil erasion prevention devices may be subject to section 404 of the Federal Clean Water Act. 3. The primary permittee is only responsible for the installation and maintenance of storm water management devices prior to final stabilization of the site and not the operation and maintenance of such structures after construction activities hove been completed LEVEL :-11 CERTIFICATION NO. 2104 ISSUED 11-5-05 ,FYPTPF� 9 I h APPENDIX 8 O N Z Nephelometric Turbidity Unit (NTU2 Tables 0 $ S ) Cold Water (Trout Stream) C ul E Surface Water Drainage Area, square miles s i w m 0-4.99 5-9.99 10-24.99 25-49.99 50-99.99 100-249.99 250-499.99 500+ 1.00-10 25 50 75 150 300 500 500 500 SITE SIZE 10.01-25 25 25 50 75 150 200 500 500 ACRES 25.01-50 25 25 25 50 75 100 300 500 50.01-100 20 25 25 35 50 75 150 300 100.01+ 20 20 25 25 25 50 60 100 Warm Water (Supporting Warm Water Fisheries) Surface Water Drainage Area, square miles 0-4.99 5-9.99 10-24.99 25-49.99 50-99.99 100-249.99 250-499.99 500+ 1.00-10 75 150 200 400 750 750 750 750 10.01-25 50 100 100 200 300 500 750 750 SITE SIZE ACRES 25.01-50 50 50 100 100 200 300 750 750 50.01-100 50 50 50 100 100 950 300 600 100.01+ 50 50 50 50 50 100 200 100 RETEN71ON OF RECORDS : a. A copy of all Notices of Intent submitted to EPD. b. A copy of the Erosion, Sedimentation and Pollution Control Plan required by this permit; c. A design professional's report of the results of the inspection conducted in accordance with Part IV .A.5. of this permit; d. A copy of all monitoring information, results, and reports required by this permit. s. A copy of all inspection reports generated in accordance with Part IV.D.4.a. of this permit; E A copy of ail violation summaries and violation summary reports generated in accordance with Part lli.0.2. of this permit; g. Daily rainfall information collected in accordance with Part IV.0.4.a.(1)(c) of this permit. PRODUCT SPECIFIC PRACTICES 1. Petroleum Based Products - Containers for products such as fuels, lubricants and tors writ be inspected dally for looks and spills. This includes on-site vehicle and machinery dally inspections and regular preventative maintenance of such equipment. Equipment maintenance areas will be located away from state water, natural drains and storm water drainage inlets. in addition, temporary fueling tanks shall have a secondary containment liner to prevent/minimize site contamination. Discharge of oils, fuels, and lubricants is prohibited. Proper disposal methods will include collection in o suitable container and disposal as required by local and State regulations. 2. Points / Finishes / Solvents - Ail products will be stored in tightly sealed original containers when not in use. Excess product will not be discharged to the storm water collection system. Excess product, materials used with these products and product containers will be disposed of according to manufacturer's specifications and recommendations. 3. Concrete Truck Washing a. Coordinate with site superintendent to excavate a pit deep enough to contain the wash down water. b. Bade equipment into pit. a Wash down only the chute hopper and rear of the vehicle. DO NOT WASH OUT DRUM. d. Make sure wash down water goes into and stays in the pit. e. Coordinate with site superintendent to fill in pit and smooth out ground. f. Never allow wash down to enter a storm system. 4, Fertilizer / Herbicides - These products will be applied at rates that do not exceed the manufactuer's specifications or above the guidelines set forth in the crop establishment or in the GSWCC Manual for Erosion and Sediment Control In Georgia. Any storage of these materials will be under roof in sealed containers. 5. Building Materials - No building materials will be buried or disposed on-site. All such materials will be disposed of in proper waste disposal procedures. WASTE DISPOSAL : 7. Locate waste collection areas away from streets, gutters, watercourses and storm drains. Waste collection areas, such as dumpsterv6 ore often best located near construction site entrances to minimize traffic an disturbed soNs. The plan should include secondary containment around liquid waste collection areas to further minimize the likelihood of contaminated discharges. Solid mateiof% Including building materials, shall not be discharged to waters of the State, except as authorized by a Section 404 permit. REPORTING Soil Cleanup and Control Practices 1. Local, State and manufacturer's recommended methods for spill cleanup will be clearly pasted and procedures will be made available to site personnel. 2. Material and equipment necessary for spill cleanup will be kept in the material storage cream Typical materials and equipment includes, but is not limited to, brooms, dustpans, mops, rags, gloves, gaggles, cat litter, sand, saw dust and properly labeled plastic and metal waste containers. 3. Spill prevention practices and procedures will be reveiwed after a spill and adjusted as necessary to prevent future spnls. 4. AM spills wil be cleaned up immediately upon discovery. All spills will be reported as required by local, State and Federal regulations. 5. FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A SHEEN ON SURFACE WATER). THE NATIONAL RESPONSE CENTER (NRC) WILL BE CONTAC7ED WITHIN 24 HOURS AT 1-500-426-2675. 6. FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL CENTER (NRC) MLL BE CONTACTED tMTH/N 24 HOURS AT 1--800-426-2675. 7. FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE GEORGIA EPD WILL BE CONTACTED JWTHIN 24 HOURS 8. FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE WATER /MPACM THE SPILL WiLL BE CLEANED UP AND LOCAL AGENCIES MLL BE CONTACTED AS REQUIRED. 9. The contractor shall notify the licensed professional who prepared this plan if more than 1,320 gallons of petroleum is stored onsite (this includes capacities of equipment) or if any one piece of equipment has a capacity greater than 660 gallons. The Contactar will need a Spill Prevention Containment and Countermeasures Plan prepared by that licenseed professional. SANITARY WASTES : STORMWATi^R SAMPLING SAMPLE ANALYSIS I. Storm water samples are to be analyzed in accordance with methodology and test procedures established by 44 CFR Port 136 and the guidance document titled "NPOES Storm Water Sampling Guidance Document, EPA 833--8-92-001." 2. Storm water is to be for nephelometric turbidity units (NTU) at the outfall location. A discharge of storm water runoff from disturbed areas where best management practices have not been properly designed, installed, and maintained shall constitute a separate violation for each day on which such conditions results in the turbidity of the discharge exceeding 75, the value that was selected from Appendix B In Permit No. GAR 100001. The NTU is based upon the disturbed acreage of. 0.24acres for the project site, the surface water drainage ores `of C 5.0 square miles, and receiving water which supports warm water fisheries. ++o,,,+,+,+., err v,+c i,v,aW,u,e au„+w,y WFUL Wire oe Prvvrorra for CVCry can wurKer$ on the site. AM sanitary waste will be collected from the portable units a minimum of one time per week by a licensed portable facility provider in complete compliance with local and state regulations. 2. All sanitary waste units will be located in an area where the likelihood of the unit contributing to storm water discharge In negligible. Additional containment BMP's must be implemented, such as gravel bags or specialty designed plastic skid containers around the base, to prevent wastes from contributing to storm water dischoges. The location of sanitary waste units must be identified an the Erosion Control Plan Gradinc Phase Sheet by the contractor once the locations hove been determined. 3. Sanitary Sewer will be provided by Municipal AuthorityjSeptic System at the completion of this project. HAZARDOUS WASTES: 7. All hazardous waste materials will be disposed of in the manner specified by local, state, and/or federal regulations and by the manufacturer of such products. The jabsite superintendent, who will also be responsible for seeing that these practices are followed, will instruct site personnel in these practices. Material Saftey Data Sheets (MSDS's) for each substance with hazradous properties that is used an the job site will be obtained and used for the proper management of potential wastes that may result from these products. An MSDS will be posted in the immediate area where such product Is stored and/or used and another copy of the MSDS will be maintained in the ESPCP fele at the jobsite construction tralter office. Each employee who must handle a substance with hazrdous properties w8l be instructed on the use of MSDS sheets and the specific information in the applicable MSDS for the product he/she is using, particularly regarding spill control techniques. 2. The contractor will Implement the Spill Prevention Control and Countermeasures (SPCC) Plan found within this ESPCP and will train all personnel in the proper cleanup and handling of spilled materials. No spilled , hazardous materials or hazardoud wastes will be allowed to come in contact with storm water discharges. If such contact occurs, the storm water discharge will be continued on site until appropriate measures in compliance with state and federal regulations are taken to dispose of such contaminated storm water. It shall be the responsibility of the job site superintendent to properly train all personnel In the use of the SPCC plan. 7. The applicable permittees are required to submit the sampling results to the EPD of the address shown in Part B.C. by the fiftenth day of the month following the reporting period. Reporting periods are months during which somp/es are taken in accordance with this permit. Sampling results shall be in a clearly legible format. Upon written notification, EPD may require the applicable permittee to submit the sampling results on a more frequent basis. Sampling and analysis of any storm water discharges) or the receiving water(s) beyond the minimum frequency stated In this permit must be reported in a similar manner to the EPD. The Sampling reports must be signed in accordance with Part V.G.2. Sampling reports must be submitted to EPD until such time as a NOT is submitted in accordance with Part W. 2. AM sampling reports shall include the following information: G. The rainfall amount, date, exact place and time of sampling or measurements; b. The name(s) of the certified personnel who performed the sampling and measurements; c. The date(s) analyses were performed; d. The time(s) analyses were initiated; e. The name(s) of the certified personnel who performed the analyses; f. References and written procedures, whe available, for the analytical techniques or methods used; g. The results of such analyses, including the bench sheets, instrument read outs. computer disks or tapes, etc., used to determine these results. h. Results which exceed 1,000 NTU shall be reported as exceeds 1,000 NTU; and I. Certification statement that sampling was conducted as per. the plan. 3. All written correspondence required by this permit shall be submitted by return receipt certified mail (or similar service) to the appropriate district office of the EPD according to the schedule In Appendix A of this permit. The applicable permittees shall retain a copy of the proof of submittal at the construction site of the proof of submittal shall be readily available at a designated location from comencement of construction until such time as a NOT Is submitted In accordance with Bart W. If on electronic submittal is provided by EPD then the written correspondence may be submitted electronically; if required, a paper copy must also be submitted by return receipt certified mail or similar service. 4. Inspections. SAMPLING FREQUENCY Storm water samples shall be taken for the following events (a) For each area of the site that discharges to a receiving water or from an outfoll, the first rain event that reaches or exceeds 0.5 inches with a storm water discharge that allows for sampling during normal business hours as defined in this permit after all clearing and grubbing operations have been completed, but prior to completion of mass grading operations, in the drainage area of the location selected as the sampling location : (b) in addition to (a) above, for each area of the site that discharges to a receiving water or from on outfall, the first rain event that reaches or exceeds 0.5 inches with a stormwater discharge that occurs during normal business hours as defined in this permit either 90 days after the first sampling event or after all mass grading operations have been completed but prior to submittal of of a NOT, in the drainage area of the location selected as the sampling location, whichever come first : (c) At the time of sampling performed pursuant to (a) and (b) above, if BMPs in any area of the site that discharges to a receiving water or from an outfait are not properly designed, installed and maintained, corrective action shall be defined and implemented within 2 business days, and turbidity samples shall be taken from discharges from that area of the site for each subsequent rain event that reaches or exceeds 0.5 inches during normal business hours* until the selected turbidity standard in attained or until post -storm event inspections determine that SMPs are properly designed, installed and maintained; (d) Where sampling pursuant to (a), (b) or (c) above is required but not possible (or not required because there was no discharge), the primary permittee, in accordance with Part iV.D.4.a.(6)„ or the tertiary permittee, in accordance with Part IV.D.4,c.(6)„ must include a written justification in the inspection report of why sampling was not performed. Providing this justification does not relieve the permittee of any subsequent sampling obligatiions under (a), (b) or (c) above, and (e) Existing construction activities, i.e., those that are occuring on or before the effective date of this permit, that have met the sampling required by (a) above shall sample in accordance with (b). Those existing construction activities that have met the sampling required by (b) above shalt not be required to conduct additional sampling other than as required by (c) above. x Note that the Permittee may choose to meet the requirements of (a) and (b) above by collecting turbidity samples from any rain event that reaches or exceeds 0.5 Inch and allows for sampling at any time of the day or week. a. Permittee requirements. (1). Each day when any type of construction activity has taken place at a primary permittee's site, certified personnel provided by the primary permittee shall inspect: (a) ali areas at the primary permittee's site where petroleum products are stored, used, or handled for spills and leaks from vehicles and equipment and (b) all locations at the primary permittee's site where vehicles enter or exit the site for evidence of off-site sediment tracking... These inspections must be conducted until a Notice of Termination is submitted. (2). Measure rainfall once every 24 hours except any non -working Saturday, nonworking Sunday and non -working Federal holiday unfit a Notice of Termination is submitted. Measurement of rainfall may be suspended if all areas of the site have undergone final stabilization or established a Crop of annual vegetation and a seeding of target perennials appropriate for the region. (3). Certified personnel (provided by the primary permittee) shall inspect the following at least once every seven (7) calendar days and within 24 hours of the end of a storm that is 0.5 inches rainfall or greater (unless such storm ends after 5.00 PM on any Friday or on any non -working Saturday. 'n on -working Sunday or any non -working Federal holiday in which case the inspection shall be completed by end of the next business day and/or working day, whichever occurs s first): (a) disturbed areas of the primary permAtee's construction site ; (b) areas used by the primary permittee for storage of materials that are exposed to precipitation ; and (c) structural control measures. Erosion and sediment control measures identified in the Plan applicable to the primary permittee's site shall be observed to ensure that they are operating correctly. Where discharge Jacations or points are accessible, they shall be inspected to ascertain whether erosion control measures are effective in preventing significant impacts to receiving water(s). For areas of a site that have undergone final stabilization or established a crop of annual vegetation and a seedingof target perennials appropriate for the region, the permittee must comply with Part IV.D.4.a.(4). These inspections must be conducted until a Notice of Termination is submitted. (4). Certified personnel (provided by the primary permittee) shall inspect at least once per month during the term of this permit (i.e., unlit a Notice of Termination is received by EPD) the areas of the site that have undergone final stabilization or established a crop of annual vegetation and a seeding at target perennials appropriate for the region. These areas shall be inspected for evidence 'of, or the potential for, pollutants entering the drainage system and the receiving water(s). Erosion and sediment control measures identified in the Plan shall be observed to ensure that they are operating correctly. Where discharge locations or points are accessible, they shall be inspected to ascertain whether erosion control measures are eiieciive in preventing significant impacts to receiving water(s). (5). Based on the results of each inspection, the site description and the pollution prevention and control measures identified in the Erosion, Sedimentation and Pollution Control Plan, the Plan shall be revised as appropriate not later than seven (7) calendar days following each inspection. Implemeniation of such changes shall be made as soon as practical but in no case later than seven (7) calendar days following each inspection. (6). A rep©rt of each inspection that includes the name(s) of certified personnel making each inspection,! the date(s) of each inspection, construction phase (i.e., initial, intermediate or final), major observations relating to the implementation of the Erosion, Sedimentation and Pollution Control Plan, and actions taken in accordance with Part IV.D.4.a.(5). of the permit shall be made and retained at the site or be readily available at a designated alternate location until the entire site or th�t portion of a construction project that has been phased has undergone final stabilizatio(t and a Notice of Termination is submitted to EPD. Such reports shall be readily available b' end of the second business day and/or working day and shall identify all incidents of best mann ement practices that have not been properly installed and/or maintained as described in the Plan. Where the report does not identify any incidents, the inspection report shall contain a certifica'on that the best management practices are in compliance with the Erosion, Sedimentation and Pollution Control Plan. The report shall be signed in accordance with Part V.0.2. of this permit 26. INSTALLED MEASURES TO CONTROL POLLUTANTS AFTER CONSTRUCTION COMPLETION I. The gnat stabilization shall remlon in place, stobe7zed and funtional of all times after construction has been completed 2. h f installation o these soil erasion prevention devices may be subject to section 404 of the Federal Clean Water Act. 3. The primary permittee is only responsible for the installation and maintenance of storm water management devices prior to final stabilization of the site and not the operation and maintenance of such structures after construction activities hove been completed LEVEL :-11 CERTIFICATION NO. 2104 ISSUED 11-5-05 ,FYPTPF� 9 I W I h Y s { O N Z SV 0 $ S ) I I C ul E m 4 s i w m I 0 0 � W I h Y s { O N V SV $ S ) I I C ul E m 4 i w m I 0 0 � Z W X lx z<d J� d M0 w0 W � zu- z o zM-Iz (NJ U) 0 0�w 0 0 F.. >_ W 0 A M Nimum QF 7 PRIOR TO DIGGING uni_ITTS I -S 1IZ�flRGl t5No. 28372 T � * PMMSMAL 12-24- ! 7 DRAWING NUMBER C.9 9 OF 13 SHEETS 4e +9'p +°1 0�D52 _Q7S, " RBAINCE Dumay/ W ' •O / by r 'b D91 J4V 0�O rGCq OQ �4 Ds2 r - n 4iC QG m' 0 + 4:e r401 lb rG' �7d�" rt+ O ♦�' R� r d � '�� U6 t iso 0 SOIL. EROSION AND SEDIMENT CONTROL PLAIN - PHASE I I " = 20' 11�pl CO CO 0 6; a F` :o CQ rn 'G 55 MH �,�P' TOP 13.55 +/- ° le I I. 10 +/- RBF E. PT. Dust Control on _ Disturbed Areas Du DEFINITION Controlling surface and air rrmovernent of dust on construction sites, roasts, and demolition sites, PURPOSE - To prevent surface and air ovement of dust from exposed soil surfaces. - To reduce the presenoe of airborne substances which may be Harmful or injurious to human health, welfare, or safety, or to animals or plant life. CONDITIONS This prai:t a is, applicable to areas subject to %ur- face and air movement of dust where -on and off-site darnage may ionour Without treatment. FEMA MAP NOTES: I . TH15 DEVELOPMENT 15 WITHIN FLOOD ZONE AREA "AE -12" AND "AE -13" ACCORDING TO F,I.R.M. COMMUNITY PANEL DUMBER 13051 C0326F, MAP REVISED SEPTEMBER 26, 2008 (NAVD 88). 2. THIS 51TE 15 IN ZONE "At: -12" AND "AE- 13" AND 15 LOCATED WITHIN THE 100 YVAR FLOOD ZONE. 3. CONTRACTOR 15 TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. RUN—OFF CO—EFFICIENTS PRE—DEVELOPEQ = 92 POST—DEVELOPED = 92 5FECIAL CON5TRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN nASONABLY BE EXPECTED TO HAVE KNOWN OF AN" ERROR, DISCREPANCY OR CONFLICT IN THE FLANS, SPECIFICATIONS OR CON5TRUCTION STAKING AND FAILS TO REPOKT THE FROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT 5E ENTITLED TO COMPENSATION FOR ANY WORT, OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE-CON5TRUCTED BECAU51! OF 5AID ERROR, DISCREPANCY OR CONFLICT. LE VEL 11 CERTIFICATION NO. 2704 ISSUED 11-5-05 EXPIRES 11-5-20 5CALE: I " = 2U' O20' 401 50' Ln w x t w j a N 47 N C 3 ZC� a Q a- J ' 0 z d ¢ � 0 _J LL i-- Z I_z�--z° 4 � N a zNU �U) 1A FD FDmW w M ° u C t� a o A MINIMUM OF 7E PRIM TO DIGGING UTILITIES PROTECTION CEN 1-800-282-7411 Gf IST No. 28372 * PROFESSIONAL t 2-24-17 4-' Fac 1 DRAWING NUMBER C�wr 10 I Q OF 13 SHEETS w x t w j a N 47 N C 3 ZC� a Q a- J ' �W z d ¢ � 0 _J LL i-- Z I_z�--z° 4 � N a zNU �U) 1A FD FDmW w M ° u C t� m o A MINIMUM OF 7E PRIM TO DIGGING UTILITIES PROTECTION CEN 1-800-282-7411 Gf IST No. 28372 * PROFESSIONAL t 2-24-17 4-' Fac 1 DRAWING NUMBER C�wr 10 I Q OF 13 SHEETS w aT., z w ZC� C� a- J Ct}4 W0 z d ¢ � 0 _J LL i-- Z I_z�--z° 4 H zNU �U) 1A FD FDmW w M ° n t� o .J 0 A MINIMUM OF 7E PRIM TO DIGGING UTILITIES PROTECTION CEN 1-800-282-7411 Gf IST No. 28372 * PROFESSIONAL t 2-24-17 4-' Fac 1 DRAWING NUMBER C�wr 10 I Q OF 13 SHEETS +41 ��--------- — �a. may. 15 Eye dol, LIMITS OF 1 _ _ r_"M 1 �� fi 4. ci + +0� O G �' 4 `S4' '� � DS2 .y N 7,4'35'11"W 175.gd ( + + t � p � O`a o 5"CEDAR 0 r o I -NS LIMITS OF' a' WAKING m. n 1-N �`f e f7 4.° �pP ° DIS FRBANCE CA E4 01% '' oe ps,G Otis `G� sG�'4 � ao `U� �•et,��ti�� 40, l Al ° is "rd�, 1 � Il + +'` ' ° O o til G rCIV °`U�` tit •`�' m 40 co SGML EROSION AND SEDIMENT CONTROL PLAN - PHASE II 11, = 201 w E. PT. ------------- - W FASZUM__ `say — EDGE Ill"17 PAVEMENT Q WHEEL ST CN cv REQUIRE � ZZ � 4' PAINTED BLUE z�� m STRIPE (TYP,) a H N 0 A' PAINTED d N � WHITE V5 a STRIPE CTYP,) '(] w INTERNATIONA a BLUE SYMBOL 0 ih 4'X4' 4'-0" 4'-0• WHITE SQUARE BACKGROUND V-10' X I' -G" X .080• STANDARD PERMIT PARKING ONLY ALUMINUM HANDICAP PARKING SIGN TOW -AWAY SONE WITH IDENTIFICATION SYMBOL R66 e ADDITIONAL SIGN MAXIMUM FINE E5GO.DO WHERE APPLICABLE VAN ACCESSIBLE PERMIT PARKING ONLY TOW—AWAY ZONE >n ' D t MAXIMUM RNE $500.00 u• FINISHED GRADE NOTE: i I EI 1 Ell I I I i- SIGNAGE SHALL CONFORM TO ALL 'ElI!I APPLICABLE FEDERAL, STATE AND CITY { i Ii ---LILY OF SAVANNAH CODES AND I I I I III SPECIFICATIONS yl I I `�I;Illi� HANDICAP PARKING SIGN DETAIL FEMA MAP NOTES: I. TH15 DEVELOPMENT 15 WITHIN FLOOD ZONE AREA "AE -12" AND "AE -13" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 1305 f C0326F, MAP REVISED SEPTEMBER 26, .2008 (NAVD 86) 2. TH15 51TE IS IN ZONE "AE -12" AND "AE -13" AND 15 LOCATED WITHIN THE 100 YEAR FLOOD ZONE. 3. CONTRACTOR 15 TO VERIFY FEMA ELEVATION5 PRIOR TO ANY CON5TRUCTION ACTIVME5. 5PECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOW5 OR CAN REASONABLY BE EXPECTED TOHAVE KNOWN OF AN ERROR, DISCREPANCY OF. CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REFOKT TtiE PROBLEM PRIOR TO CONSTRUCTION, HE 5HALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE -CONSTRUCTED BECAUSE OF SAID ERROR, D15CREPANCY OR CONFLICT. LEVEL II CERTIFICATION N0. ,2104 ISSUED 11-5-05 EXPIRES 11-5-20 - Ln F W— Q t �+ k CN cv � ZZ � c z�� m Um a H N 0 a d N � a V5 a w a C, I F W— Q t �+ k CN cv � ZZ � c z�� m Um 0 H N 0 a d N � a m a AMIlTOT7i PRIOR TO DIGGING 'UTILITIES PROTECTION 1-800-282-74 p R G 1 � 7 No. 28372 PROFESSIONAL 12-24-17 A. DRAWING NUMBER 1 1 OF 13 SHEETS F W— Q TWX0>0 510 � ZZ II.1 EL z�� m Um 0 H c� AMIlTOT7i PRIOR TO DIGGING 'UTILITIES PROTECTION 1-800-282-74 p R G 1 � 7 No. 28372 PROFESSIONAL 12-24-17 A. DRAWING NUMBER 1 1 OF 13 SHEETS +°'p +°b 1 ! 1 ' / 1' REBAR OR 2'x2• SINCE O OCH END 1M 10 24' * GROlm. am REBA" RM WISH TOR OF HAY BALE DRAMwOE Riaw �,y1� III Ilii= lfl-"� #!#=1111 + i,��q y- Al NOTM '`\ 1.DIPORNiIf HIf BALE$ SWI Z PLACED AS SHOWN 1Ot PRE1MaR SEDMIENi Mm L£AVMOQ 1HE Sim ` 2. 1HE commam wLL, BE RESPommE FOR mAMRAM m. � o REPLAICMia AND ROi"Ci THE TEMPORARY HAY BALES m Nsagm f' OCIRMIii Cause cnal . ti1 EMBEDDING DETAIL E. PT. ------------- _51, F.Mmum�._ max mm srmm 1xims PRA wuw LAD a" VE OR NYLON Bom fw LACED ON 1HE OONIOLHa mm now% 2oR lm GIROum ANCHORING DETAIL p ,* / ' `y N '�e 3 J' 11 "W Qs4 1 '75.O ff + k2 ANCHWNR OR ANC, DAM NrOl SOL 70 PROW VAMW f p Y WORT � VORI" OW ORRIER. ��'� OCG OS"CEDAR +� O� I_1M}iS 4i 3 WtSICINC E T. r SD 1 •NS �� �� o°�s ftB/�IVCE/,�' ���� TEMPORARY SEDIMENT BARRIER DETAIL HAY OR STRAW BALES g o �� +`,°fip� otic p 4 el N. 01; Olt ®6 ��� tib' •�� � SOIL. EROSION AND SEDIMENT CONTROL PLAN - PHASE III I' - 20' to h Y f �Vt I Q N V N � E I O A i N N 3 r a a � W Q CID cy .. < CN 1-4z .. ua> a rw W I� O I h Y f �Vt I Q N V N � E I A i N N r a � � G QRG1� No. 28372 W PROFESSIONAI 12-24-17 DRAWING NUMBER — 12 12 of 13 sHEE#'s 4� }°~® +&J4 �k '�4. }°f TSO�IE�MrfE O0 W tfi%K BR�MICH S WY W PRUNEQ't��}{E OO�NOi REM WE E 3Mll cONk�A! 70 A�II�A ASrMTMiOARTas°�iM DaRD�PERLTMY P+E9 TREES ►aE REJEc B! THE ft tD1Y. 2 swm TREES MY WHEN NECES%W. SEE CDY va STN" DETiYLS. TREE PLANTING R iliEE (" irv+ a w n T� \�,�,� Wy MOT Mmm U. Bo n�AT TRUNK LOOSE D60M ro M- n,e .rot Ar10M MOVEMENT AID OF \PIEYENi c+ROLE+O OWED ORS xl'x36' DEADPAN OR . ANCHORS 3 -EQUALLY SPACED NOTE: -SELECT DEAONAN. ANCHORS. OR STAKES TO mm TREE mm I. STAKE TREES ONLY WHEN NECESSARY. STAKES SHALL BE REMWED a MONTHS AFTER PIANTNO. 2 TREES LARGER THAN Y CWU SHOULD BE STAKED TTY THREE GEN STRAPS WHEN =MW. TREE STAKING TREE PLAN I " = 20' ort TSquARE FINISHED NOTES I. STAKE TREES ONLY *0 NECESSARY. STAKES SWL K REMOVED a mm" No PWrRMG 2. OTHER ALTERNATE SEM" METHODS ANY BE USED UPON APPW& 61 PM ANO TREE, ALTERNATIVE TREE STAKING GREENSPACE CALCULATIONS: TOTAL SITE c 0.49 AC. PAVING / BUILDING / ETC. = 0.38 AC. GREENSPACE = 0.1 1 AC. 0.1 1 AC = 0.2245 = 23 % GRBENSPACE 0.49 AC PT. LANDSCAPE NOTES: I. ALL TREE PLANI7NG PRACTICES ARE TO BE IN ACCORDANCE WITH EPRNGHAM COUNTY'S MOST RECENT TREE ORDINANCE. 2. A HORIZONTAL SEPARATION OF 10 FEET (min.) SHALL 9E MAINTAINED BE WEEN PROPOSED TREES AND ANY UTILMO(exrst,ng or proposes OR UNDER POWER LINES. 3. PLANTED TREES MUST MEET OR BYCEED THE MINIMUM 51ZE5 AT PLANTING IN ORDER FOR TREE QUALITY POINTST : LARGE HARDWOOD TREE SPECIES 2" CALIPER (d+ameter of CONIPER5, MEDIUM TREE SPECIES, SMALL TREE SPECIES, Stern measured six inches above the ground) I A CALIPER 4. AREAS USED FOR TREE PLANTING AREA 5 SHALL NOT BE USED FOR STORAGE, PARKING, PTC. �99 OAk A00 k44W AAfl v MER R96 Rff-AhRPP OE A, irs y�� c 0 aw Ci wM0m go Go@) cn wa 0 U I I O ro N LLJ LEI d 2 Q z Ll}o [a w `C tar Ul 0 Q 7-Ul©nao W z L,J=)< Z m � Z a a w a FD m (9m w o � z d a I y F iJ Q m 4 0004 2 - y�� c 0 aw Ci wM0m go Go@) cn wa 0 PRIOR TO DIGGING �0R6� «r R No. 28372 * PROFESSIONAL 12-24-17 i, G 10 ti`s �' A. U I I O ro N LLJ LEI d 2 Q z Ll}o [a w `C tar Ul i0 Q 7-Ul©nao W z L,J=)< Z m � Z a a w a FD m (9m w o � z d a I y F iJ Q m 4 0004 2 - PRIOR TO DIGGING �0R6� «r R No. 28372 * PROFESSIONAL 12-24-17 i, G 10 ti`s �' A. N LLJ LEI d 2 Q z Ll}o [a w `C tar Ul i0 Q 7-Ul©nao W z L,J=)< Z m l Z ¢Nw a w �- FD m (9m w o � d ILIz IL - PRIOR TO DIGGING �0R6� «r R No. 28372 * PROFESSIONAL 12-24-17 i, G 10 ti`s �' A. STAFF REPORT PLANNING COMMISSION MEETING: January 22, 2018 CITY COUNCIL MEETING: February 8, 2018 LOCATION: 1312 Butler, parcel 4-0007-06-005 APPLICANT: Desoto Beach Properties, LLC. EXISTING USE: Retail ZONING: C1 USE PERMITTED BY RIGHT: Yes OWNER: Desoto Beach Properties, LLC, PROPOSED USE: Retail PROPOSED ZONING: C-1 COMMUNITY CHARACTER MAP: The Strand/Historic Downtown District APPLICATION: Site plan review PROPOSAL: The applicant requests site plan approval to add a pool, Iandscaping and parking. ANALYSIS: The Georgianne Inn is a small historic inn which recently changed ownership. The applicant wishes to add a pool in place of an existing patio and add pervious parking out front along the driveway. A sewer line that was in the way has already been relocated. The driveway is not wide enough for backing into but staff believes that the traffic volume is low enough to safely allow it. The Water/Sewer Director, Fire Chief and our consulting engineer for drainage have reviewed and approve of the changes. The Comprehensive Plan describes the Strand/Historic Downtown District in which it lies as follows: This area functions as the traditional Main Street of Tybee Island. The mix of uses includes shopping, restaurant, hotels/lodging, museums/public education, pavilion, and public parking. $. 1 Preserve/retain buildings that can house small businesses. Y STAFF FINDING The site changes are fairly minor and will enhance and beautify the property. All reviewing staff recommend approval. ATTACHMENTS A. Site plan review application B. Site plans C. Property card D. SAGIS map 2 This Staff Report was prepared by George Shaw. Applicant's Name CITY OF TYBEE ISLAND SITE PLAN APPROVAL APPLICATION Address and location of subject property Applicant's Mailing Address Brief description of the land development activity and use of the v Property Owner's Name , Property Owner's Address Is Applicant the Property Owner? Yes Commercial $500 Residential ,$250 thereafter to take place on the property: Telephone Number No If Applicant is the Property Owner, Proof of Ownership is attached: Yes If Applicant is other than the Property Owner, a signed affidavit from the Property Owner granting the Applicant permission to conduct such land development is attached hereto. Yes Current Zoning of Property Current Use — Names and addresses of all adjacent property owners are attached: Yes If within two (2) years immediately preceding the filing of the Applicant's application for a zoning action, the Applicant has made campaign contributions aggregating to more than $250 to the Mayor and any member of Council or any member of the Planning Commission, the Applicant and the Attorney representing the Applicant must disclose the following: a. The name of the local government official to whom the campaign contribution or gift was made; b. The dollar amount of each campaign contribution made by the applicant to the Iocal government official du 'ng the two (2) years immediately preceding the filing of the application for this zoning action, and t date of each contribution; c enumeration and description of each gift having a value of $250 or more made by the Applicant to he local government official during the two (2) years immediately preceding the filing of the application f,Qr this" cti ISI Fee Amount $ City Official age NOTE: Other specific data is required for each type of Site Plan Approval. Check Number Date NOTE: This application must be accompanied by following information: 1 copy, no smaller than 11 x 17, of the proposed site plan and architectural renderings. 1 copy, no smaller than 24 x 36, of the engineered drainage and infrastructure plan. 1 copy, no smaller than 11 x 17, of the existing tree survey and the tree removal and larndscaping plan. Disclosure of Campaign Contributions The Planning Commission may require elevations or other engineering or architectural drawings covering the proposed development. The Mayor and Council will not act upon a zoning decision that requires a site pian until the site plan has met the approval of the City's engineering consultant. (Note: Section 5-080 (A) requires, "Once the engineer has submitted cents to the zoning administrator, a public hearing shall be scheduled.") The pJd'cant certifies that he/she rea e information to the best of h read the requirements for Site Plan Approval and has provided the ,ty in a truthful and honest manner. of AMicant V ' 44-' - / / Date CITY OF TYBEE ISLAND CONFLICT OF INTEREST IN ZONING ACTIONS DISCLOSURE OF CAMPAIGN CONTRIBUTIONS Have you within the past two (2) years made campaign contributions or gave gifts having an aggregate value of $250.00 or more to a member of the City of Tybee Island Planxning Commission, or Mayor and Council or any local government official who will be considering the rezoning application? YES NO IF YES, PLEASE COMPLETE THE FOLLOWING SECTION: NAME OF GOVERNMENT OFFICIAL CONTRIBUTIONS OF $250.00 OR MORE GIFTS OF $250.00 OR MORE DATE OF CONTRIBUTIDI IF YOU WISH TO PEAK CONCERNING THE ATTACHED REZONING APPLICATION, THIS FORM MU BE FILED WITH THE ZONING ADMINISTRATOR FIVE (5) DAYS PRIOR TO PLA NING COMMISSION MEETING IF CAMPAIGN CONTRIBUTIONS OR GIFTS IN 'ESS OF $250.00 HAV BEEN MADE TO ANY MEMBER OF THE PLANNIN MMISSION OR MAYO Ad9WOUNCIL. Signature Printed Name Date Sec. 5-480. - Site plan approval. The site plan approval process is intended to provide the general public, planning commission, and mayor and council with information pertinent to how a new development will affect the surrounding area and the city as a whole and to ensure compliance with all applicable regulations and considerations as hereinafter stated. Where a variance, special review, or any other Iand development activity is involved in connection with a site plan, the standards applicable to the variance, special review, and/or land development activity applied for shall apply (A) Process. Upon submittal of the site plan, the designated city official will review the site plan or noticeable discrepancies and determine if there is a need to apply for other zoning actions. The site plan is then forwarded to the city's consulting engineer. Once the engineer has submitted comments to the designated city official, a public hearing before the planning commission shall be scheduled. The public hearing shall be held regardless of whether the site plan meets the requirements of this Land Development Code. Until the applicant addresses all of the engineer's comments and the site plan is satisfactory, the mayor and council will not consider the plan. In addition to all other requirements, any applicant for a site pian must identify all prior site plan applications made by the applicant, any affiliates/relatives, corporate or business entities in which the applicant has had an interest for the property which is the subject matter of the current application. The applicant must identify any parking meters proposed to be eliminated from city rights-of- way by the proposed site plan implementation. The applicant must demonstrate compliance with all other applicable ordinances including but not limited to stormwater, flood damage prevention, and buffering. In considering a site plan, the mayor and council may consider whether the proposed development will be unreasonably detrimental to adjacent or nearby uses and whether the proposed development will adversely impact existing conditions in the overall neighborhood, including but not limited to: (1) The impact or lack thereof on available resources and utilities. (2) Whether the proposed development is of a scale and mass so as to be compatible with the character of the neighborhood. (3) Whether the proposed development is consistent with the character area under the master plan. (4) Density considerations for the neighborhood including demands on infrastructure, traffic, and other relevant factors. In considering a site plan, the mayor and council may approve or deny the application as submitted, or add or delete conditions appropriate to protecting the interest of the applicant as well as those of nearby properties. Buffering requirements beyond those expressly identified may also be imposed. If conditions are added or deleted the applicant must subsequently submit a revised plan of the proposed development to the designated city official and all such conditions that had been added or deleted must be accepted by the city's consulting engineer. If all of the foregoing requirements have been satisfied and further if the mayor and council find that the benefits of and need for the proposed use and project are greater than any possible depreciating effects and damages to the neighboring properties, the application may be granted. (B) Other zoning actions. Because special review, variances and map amendments require site plans, site plan review may be the first step in the permitting process, however, the site plan should identify any other zoning actions necessary in order for the intended development to be constructed so that a public hearing can be held on all such zoning actions simultaneously with the public hearing on the site plan. Site plan approval should encompass approval of all other zoning actions necessary to accomplish the development, however, if the intended development is to be altered from an approved site plan, additional public hearing and review is necessary if an additional special review, variance or map amendment is necessitated by the proposed alteration. (C) Site plan longevity. After a site plan has been approved by the mayor and council it shall be valid for a period of 18 months from the date of approval. If a building permit has not been obtained and work has not begun, the site plan approval shall be void and a new application must be submitted for site plan approval. (Ord. No. 1999-26, 8-12-1999; Ord. No. 2002-15, 7-11-2002; Ord. No. 2002-15, amended 1-9-2003; Ord. No. 1999-26, amended 8-12-1999; Ord. No. 1999-19, amended 6-15-1999; Ord. No. No. 2005-14, § 1, 5-26.2005; Ord. No. 2005-14, § 1, 5-26-2005; Ord. No. 01-2015, § 1, 1-15-2015) Chatham County Board of Assessors: 2017 Property Record Card 4-... 2017 Chatham County Board of Assessors Property Record Card APPRAISERHOMAS I PT OF LT 7 WARD 5 TYBEE 60 X 91 LAST INSP 1=110r,20114 APPR ZONE 000008 SALES BOOK/ INS VI OU ASN PRICE PAGE 20 Jan 2006 300V 0269 WD I Q 445,000 GRANTOR:DINGESS YVONNE GRANTEE. -GREEN WILBUR 15 Jul 2005 294R 674 OC I U UO GRANTOR.DINGESS BRIAN & YVONNE GRANTEE:DINGESS YVONNE ! 07 Mar 172F 353 NA I U UN 1995 GRANTOR:SCHENKER HUBERT GRANTEE:DINGESS BRIAN & YVONNE 28 Oct 1993 163E 0229 WD I Q 110,000 GRANTOR:RIDGDILL BENJAMIN H JR ET GRANTEErSCHENKER NUBERT PERMITS TYPE DATE AMOUNT 140405 RF 10 Dec 2014 Comp 5,400 06-0623 RN 13 Jun 2014 Camp 1,800 COMMENTS: 4-0009-02-006 13 Jun 2014 GREEN WILBUR H 07 Feb 2006 TY06 HS10S REMVD NJV 27 FALLIGANT AVE 2-7-06 10 Feb 2004 TY04 1 OS ENT 2110104 APW 26 Sep 1995 *TY96 DINGESS BRIAN & EXEMPTIONS YVONNE. *TY96 UNDIVIDED 191,700 BLDG 1 213 INTEREST. 03 May 1994 1994 SPLIT OUT OF 4-9-2-3E & 390,400 PT OF 4.9-2-3A 5/3194 EXTRA FEATURES http://boa.chatb amcounty.org/DesktopModules/CliathaniCo unty/Boar... SAGIS CODES 4-0009-02-006 1705 BUTLER AVE TYBEE ISLAND GREEN WILBUR H LAMA ASMT 27 FALLIGANT AVE 192,600 192,600 LAND 1 SAVANNAH GA 31410 2015 WEST EXEMPTIONS 191,700 191,700 BLDG 1 2014 4,900 4,900 OBXF 1 390,400 389,200 389,200 Cast - MS SAGIS CODES LAND PROPERTY 0006 RESIDENTIAL USE 2016 UTA 0004 Tybee Island NBHD 020216.00 T216 TYBEE BTL 2015 WEST EXEMPTIONS 392,200 HISTORY LAND IMPR TOTAL 140252 2016 190,900 197,800 388,700 Cama 2015 190,900 201,300 392,200 Cama 2014 190,900 199,500 390,400 Cama 2013 190,900 158,000 348,900 Cama 2012 190,900 148,100 339,000 Cama 2011 190,900 151,500 342,400 Cama 2010 331,700 117,100 448,800 Cama 2009 331,500 194,500 526,000 Over 2008 331,500 194,500 526,000 Cama 2007 331,500 136,000 467,500 Cama 2006 454,500 133,500 588,000 Cama 2005 208,000 133,500 341,500 Cama 2004 208,000 106,500 314,500 Cama 2003 138,500 78,000 216,500 Cama 2002 109,000 78,000 187,000 Cama 2001 49,000 109,000 158,000 Cama 2000 49,000 109,000 158,000 Cama 1999 49,000 99,500 148,500 Over 1998 49,000 99,500 148,500 Over 1997 148,500 A1C 1996 23,380 91,000 114,380 Cama 1995 23,380 92,670 116,050 Cama 1994 23,380 64,510 87,890 Cama IDR BLDG R SYSTEM DESC DIM i DIM 2 UNITS OL UNIT PRICE RCN AYB EYB DT EGON FLING SP SP% RCNLD MKT VALUE 140252 86272 Slab wAvalls Under 0 0 631.00 A 12.49 7,881 1985 1985 IR 4,886 4,900 LAND - - - - - - IDp USE DESC FRONT DEPTH UNITS/TYPE PRICE ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE 110801 SINGLE FAMILY RES 0 0 1,00 -LT 175100.00 01 SZ10 192600 of 2 11/08/2017 1 1• SR A M ��h a t h a m C o u n t y B o a r d o f A s s e s s o r s : 2 0 1 7 P r o p e r t y R e c o r d C a r d 4 - . . . 2 0 1 7 C h a t h a m C o u n t y B o a r d o f A s s e s s o r s P r o p e r t y R e c o r d C a r d h t t p : / / b o a . c h a t h a m c o u n t y - o r g / D e s k t o p M o d u l e s / C h a t h a m C o u n t y / N a r . . . 4 - 0 0 0 9 _ 0 2 . 0 0 6 1 7 0 5 B U T L E R A V E T Y B E E I S L A N D B U I L D I N G S E C T I O N C O N S T R U C T I O N T Y P E R C N A Y B E Y B D E P T Y P E P H Y S E C O N F U N C O B S V ! % T O T A L D E P % R C N L O U . F A C T ( ��3 R M K T V A L 8 6 2 7 2 - 1 - 2 0 1 7 R e s i d e n t i a l 1 8 2 , 9 4 9 1 9 7 7 1 9 8 5 M S 3 8 . 0 0 0 . 0 0 0 . 0 0 0 . 0 0 3 8 . 0 0 1 1 3 , 4 2 8 - - - - - - - - - - - - - - - - - . 1 9 1 , 7 0 0 S E C T I O N T Y P E 1 - M a i n 1 1 A R E A 2 0 6 0 T Y P E 1 - S i n g l e - f a m i l y R e s i d e n c e F R A M E 1 - S t u d F r a m e S T Y L E 1 - O n e S t o r y ��w Q U A L I T Y 3 . 4 0 C O N D I T I O N 3 . 0 0 v . w # U N I T S 0 i # O F B E D S / B A T H S 3 / 3 . 0 0 o f f . a . r r ��c r s - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ( C l i c k f o r l a r g e r p i c t u r e ] - - - - - - - - - - - - - - - - - - - - - - - - - . ' 3 A P T S - R B C O M P O N E N T S U n i t s % R 1 1 0 8 F r a m e , S i d i n g , W o o d 1 0 0 . 1 R 2 2 0 8 C o m p o s i t i o n S h i n g l e 1 0 0 . 1 R 3 3 5 2 H e a t P u m p 1 0 0 . 1 R 4 4 0 2 A u t o m a t i c F l o o r C o v e r A l l o w a n c e R 6 6 0 1 P l u m b i n g F i x t u r e s ( # ) 1 5 . 0 0 R 6 6 0 2 P l u m b i n g R o u g h - i n s ( # ) 1 . 0 0 R 6 6 2 1 S l a b o n G r a d e ( % o r S F ) 1 0 0 ' ( R 1 1 9 0 4 S l a b P o r c h ( S F ) w i t h R o o f 1 1 7 . 0 0 R 1 1 9 0 4 S l a b P o r c h ( S F ) w i t h R o o f 7 0 8 . 0 0 R 1 1 9 0 9 E n c l o s e d P o r c h ( S F ) , S o l i d W a l l s 1 3 6 . 0 0 R 1 1 9 0 9 E n c l o s e d P o r c h ( S F ) , S o l i d W a l l s 6 4 . 0 0 Maps and Apps - City of 7ybee Island ... j Horne page - Savanna.,. 0 Charming oceanfront— O�P Welcome to Georgia's... 4 Wiring Approval Login 1' Georgia Secretary of S,,, 1= Department of Revenue Co (6-A-2) R� r � 1 f 3D1 U81 s� ($,/ 3 22 93 6 18 r 1 3 B r f 93 Huttt:-r 8AMLj use Inr) -80-849,31,991 t _ Q /r ! 100 E8L AL1 r r 1 'f r J r f t 45 6 r •�4�C V -1r Ir TS C� 700 9 N in 4g 00 -_ JE� 9 80 -1On 8 STAFF REPORT PLANNING COMMISSION MEETING: January 22, 2018 CITY COUNCIL MEETING: February 8, 2018 LOCATION: 1705 Butler, parcel 4-0009-02-006 APPLICANT: Karen & Frank Kelly EXISTING USE: Residential ZONING: C 1 USE PERMITTED BY RIGHT: Yes OWNER: Karen & Frank Kelly PROPOSED USE: Inn PROPOSED ZONING: C-1 COMMUNITY CHARACTER MAP: The Strand/Historic Downtown District APPLICATION: Site plan review PROPOSAL: The applicant requests site plan approval to demolish and build new building housing lodging rooms, kitchen and spa. ANALYSIS: This building is adjacent to and will become part of the Beachview Resort and Spa. The existing structure is planned to be demolished and replaced with a building that will have four guest rooms upstairs and a kitchen and spa on the ground level. This is a by right use in this district. The Comprehensive Plan describes the Strand/Historic Downtown District in which it lies as follows: This area functions as the traditional Main Street of Tybee Island. The mix of uses includes shopping, restaurant, hotels/lodging, museums/public education, pavilion, and public parking. Comprehensive Plan Community Character Area The StrandlHistoric Downtown District Meets Recommended Development Strategies Strategy YIN or N/A I . Future development and redevelopment should be very pedestrian oriented with safe y connections to adjacent neighborhoods and commercial areas 2. Promote mixed densities of residential development, including upstairs residential over y commercial. 3. Encourage mixed uses to provide for the daily needs of residents and tourists. Y 4. Commercial uses should be low intensity and consistent with the existing character. y 5. Encourage development/redevelopment of existing vacant properties and underutilized N/A structures 6. Encourage the preservation, restoration and adaptive reuse of historic structures through N/A incentives 7. Beautification and facade improvement projects should be implemented to improve area y aesthetics 8. Preserve/retain buildings that can house small businesses. N/A I STAFF FINDING The use is allowed and the proposed building fits into the required setbacks. Our consulting engineer approves of the conceptual drainage pian. There are still concerns regarding ADA parking requirements and the fact that all parking spaces must back into the right of way which is not allowed without a variance. Staff cannot recommend approval without these issues being addressed. ATTACHMENTS A. Site plan review application B. Site plans C. Property card D. SAGIS map 2 This Staff Report was prepared by George Shaw.