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HomeMy Public PortalAboutSECOND AV_1308.pdfCITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 01/27/2023 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 210684 CONTACT NAME: LARRY PHILLIPS CONTACT ADDRESS: 1308 2ND AV TYBEE ISLAND GA 31328 PROPERTY ADDRESS: 1308 2ND AV APPROVED BY: P.O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org September 27, 2023 Mr. George Shaw City of Tybee Planning & Zoning Department PO Box 2749 403 Butler Ave Tybee Island, GA 31328 RE: Phillips Residence 1308 2nd Ave, Tybee Island, GA New Pool Drainage Dear Mr. Shaw: I am in receipt of the attached pool layout plan provided by Mr. Larry Phillips on September 13, 2023. Upon review of the information provided, it generally appears to provide for the drainage system as originally designed when the house was built to continue to function in a manner as planned and accommodate the pool addition. If actual conditions vary from what is shown and during construction, please contact me to reassess the current condition. If you have any questions or need any additional information, please contact me at 912- 313-2783. Sincerely, Lamar Mercer, P.E. JLM Enclosures cc: Mr. Larry Phillips Mrs. Anastasia Phillips CERTIFICATE OF OCCUPANCY REQUIREMENTS As Applicable Permit # Job Address Job Name ( CGM- )3oZ 2 Own /Contractor Post house number (and unit numbers if applicable) Energy Code Compliance Certificate Pass Final Building inspections Life Safety Final (Tom Wolf 912-346-7045) Elevation Certificate, Finished Construction As -built Survey Height Certification (can be noted on the as -built survey) Drainage Certification from Project Engineer Recorded Nonconversion Agreement (attached) must be recorded with Chatham County Breakaway Wall Certificate (V -Zone only) Mitigation of Trees Payment of outstanding fees City of Tybee Island City staff will coordinate these items when the needed documents from the list above have been submitted. Please do not contact the engineer or director. Drainage Certification from the City's Consulting Engineer Drainage Certification from the Director of Public Works Department FEMA Inspection from Planning & Zoning Manager Type: AGRE Kind: CONTRACT Recorded: 1/26/2023 10:19:00 AM Fee Amt: $25.00 Page 1 of 1 Chatham, Ga. Clerk Superior Court Tammie Mosley Clerk Superior Court Participant ID: 7209437565 BK 3011 PG 462 Cross reference to Book Pale CITY OF TYREE ISLAND COMMUNITY DEVELOPMENT NON -CONVERSION AGREEMENT FOR CERTAIN STRUCTURES IN TFIE FLOODPLAIN Application has been made for a permit from the City of Tybee Island, Georgia. Property Owner: Ana 541 Permit #: (,� �,�+ Address: ) (? PIN: tioa 4 ) Legal: - W ..� Base Flood Elevation at t e site istitO feet (NGVR) En accordance with the Flood Damage Prevention Ordinance of the City of Tybee island, Georgia, the rty Owner agrees to the following: I. That the enclosed area below the Base Flood Elevation shall be used solely for parking of vehicles, limited storage, or access to the building. and will never be used for human habitation without first becoming fully compliant with the Flood Damage Prevention Ordinance in effect at the time of conversion. 2. That ail interior walls, ceilings, and floors below the Base Flood Elevation shall be unfinished or constructed of flood -resistant materials. 3, That mechanical, electrical, or plumbing devices shall not be installed below the Base Flood Elevation. 4. That the walls of the enclosed area below the Base Flood Elevation shall be equipped with at least two vents which permit the automatic entry and exit of floodwater with total openings of at least one square inch for every square foot of enclosed area below flood level. The tents shall be on at least two different walls, and the bottoms of the vents shall be no more than one foot above grade. If located in a V -zone, breakaway walls are required. 5, That the requested structure may be subject to increased premium rates for flood insurance available from the National Flood Insurance Program due to its location in a Special Flood Hazed Area. 6. That any variation in construction be) nd what is permitted shall constitute a violation and be abatable as such. Prope STATEN OF GEEORg1 COUNTY OF C Subscribed to Notary Pti My wttunissiin Not t Iwiconversion 4 the 7ondplain belt)a n in the land records al operty Owner s r" l day of Rot. l nt ,d1'eorgia. $ IN.Vi`4 . Signature of Property Owner , inclosed stmt lure or portion of a structure is built or substantierlly improved witfsit v ernettt must srttrsjv all of the above conditions and requires proper MANDATORY COMPLIANCE CERTIFICATE 2020 Georgia Residential Energy Code Compliance Certificate Permit # House Address or Corn munity/Lot# 1308 2nd Ave. Building Summary Builder Company Name Signature Contact (email/phone) Date Michael Roberts Construction 01/24/2023 Compliance Pathway (check one) . Building Envelope (when multiple values per component, list value covering largest area) II Prescriptive: R401-404 Ceiling/Roof R -value R-21 Above -grade mass wall R -value • UATrade-off: R402.1.5 Sloped/vaulted ceiling R -value R-21 Cantilevered floors R -value R-19 J RESCheck: Keyed to 2015 IECC Exterior wall R -value R-13 Window/Glass Door SHGC 0.27 • Simulated Performance: R405 Kneewall (cavity and/or continuous) R -Value R-19 Window/Glass Door U -factor 0.35 ■ Energy Rating Index (ERI): R406 Foundation (cavity and/or continuous) R -value Skylight SHGC ERI Score Floors over unconditioned R -value R-19 Skylight U -factor Mechanical Summary HVAC Company Name Contact (email/phone) Date Heating System Type Efficiency (AWE, HSPF, COP or other) Cooling System Type Efficiency (SEER, EER or other) Water Heating Type Efficiency (EF or other) • Gas Air conditioner 14 ■ Gas Heat pump 8.2 ■ Heat pump 12I Electric 0.95 Other • Other: • Other: Yes No Manual J, 5, D or equivalent complete? Required Mechanical Ventilation Type (check one) Design Rate (check one) • Exhaust Supply • Continuous Intermittent Design Ventilation Rate (CFM) © Balanced If intermittent, list runtime in min. per hour \: Duct and Envelope Tightness Testing Summary DETVerifier Contact (email/phone) DET Verifier ID Sozo Energy LLC. john@sozoenergy.org - (706) 231-5053 0552717 Envelope Tightness Testing (< 5 ACH50) (Envelope Tightness = Blower Door Fan. Flow x 60 / Thermal Envelope Volume) Blower Door Fan Flow (CFM50): 1808 Thermal Envelope Volume (ft3): 26740 Envelope Tightness (ACH50): 4.1 If multifamily unit and conducting sampling, this unit is not required to be tested. Mark N/A. : Duct Tightness Testing (< 6 CFM25/100 ft2): (Total Duct Leakage = 100 x Fan Flow / Area Served): Number of Heating and Cooling Systems : # NA Duct Tightness Leakage Test Results System 1 System 2 System 3 If air handler and ductwork located entirely within in conditioned space, testing is not required. Mark N/A. N/A - Ductwork s located in conditioned space Location Fan Flow (CFM25) Area Served (ft2) Total Duct Leakage (CFM25/100 ft2) Rough In Total (RIT) or Post Construction Total (PCT) Version 1.0 *Note: This permanent certificate shall be posted on or in the electrical distribution panel. Certificate shall be completed by the builder or registered design professional. Where there is more than one value for each component, certificate shall list the value covering the largest area. Testing for building tightness shall be conducted by a certified DET verifier. REVIEWED FOR CODE COMPLIANCE DATE: BY: City of Tybee 403 Butler Ave. Phone Island • Community Development Dept. Inspection Report • P.O.Box 2749 • Tybee Island, GA 31328 912.472.5033 • Fax 912.786.9539 • r ▪ �. INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass ® Fail El Fee Inspection Pass Fail El Fee Inspection Pass ❑ Fail 0 Fee Inspection Pass L.J Fail ❑ Fee City of Tybee 403 Butler Ave. Phone Island • Community Development Dept. Inspection Report • P.O.Box 2749 • Tybee Island, GA 31328 912.472.5033 • Fax 912.786.9539 Permit No. Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection INTERNATIONAL CODE COUNCIL. MEMBER Date Requested Date Needed Subcontractor Inspection Inspection Inspection Pass El Fail ❑ Fee Pass El Fail ❑ Fee Pass 0 Fail 0 Fee Pass ❑ Fail ❑ Fee City of Tybee 403 Butler Ave. Phone Island • Community Development Dept. Inspection Report • P.O.Box 2749 • Tybee Island, GA 31328 912.472.5033 • Fax 912.786.9539 :AA INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass1:2 Fail Fee Inspection Pass 0 Fail ❑ Fee Inspection Pass 0 Fail ® Fee Inspection Pass ❑ Fail i__I Fee City of Tybee 403 Butler Ave. Phone Island • Community Development Dept. Inspection Report • P.O.Box 2749 • Tybee Island, GA 31328 912.472.5033 • Fax 912.786.9539 Ittek :U' INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass El Fail Fee Inspection Pass ® Fail 0 Fee Inspection Pass Fail El Fee Inspection Pass Fail Fee City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O.Box 2749 • Tybee Island, GA 31328 Phone 912.472.5033 • Fax 912.786.9539 .«e gawk INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass ❑ Fail D Fee Inspection Pass ® Fail ❑ Fee Inspection Pass ❑ Fail El Fee Inspection Pass ❑ Fail ❑ Fee rgt 1)7 City of Tybee 403 Butler Ave. Phone Island • Community Development Dept. Inspection Report • P.O.Box 2749 • Tybee Island, GA 31328 912.472.5033 • Fax 912.786.9539 z,�- N ▪ OMA INTERNATIONAL CONE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass ❑ Fail El Fee Inspection Pass Fail D Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O.Box 2749 • Tybee Island, GA 31328 Phone 912.472.5033 • Fax 912.786.9539 INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass ® Fail Fee Inspection Pass f1 Fail 0 Fee Inspection Pass ❑ Fail ® Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Community Development Dept Inspection Report 403 Butler Ave. • P.O.Box 2749 • Tybee Island, GA 31328 Phone 912.472.5033 • Fax 912.786.9539 INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass Fail ❑ Fee Inspection Pass ® Fail O Fee Inspection Pass ❑ Fail ® Fee Inspection Pass j Fail n Fee City of Tybee 403 Butler Ave. Phone Island • Community Development Dept. Inspection Report • P.O.Box 2749 • Tybee Island, GA 31328 912.472.5033 • Fax 912.786.9539 Permit No. Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail 0 Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee walk% Noe MA .UMLR INTERNATIONAL CODE COUNCIL MEMBER Date Requested Date Needed Subcontractor CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY STATE ZIP CONTRACTOR NAME ADDRESS CITY STATE ZIP 11/30/2021 NEW SINGLE FAMILY HOME 1308 2ND AV LARRY PHILLIPS 1308 2ND AV TYBEE ISLAND GA 31328 MICHAEL ROBERTS CUSTOM HOMES 82 EDSEL DRIVE SUITE A RICHMOND HILL GA 31324 FLOOD ZONE SQ FT 2,310 TOTAL FEES CHARGED $9,288.00 PROPERTY IDENTIFICATION # PROJECT VALUATION $400,000.00 PERMIT #: 210684 TOTAL BALANCE DUE: $9,288.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protections ordinance and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Authorized Agent: P.O. Box 2749 * 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 472-5033 - FAX (912) 786-9539 lschaaf@cityoftybee.org CITY OF Ti'BES ISLAND W EE REMOVAL PERMIT APPLICATION hose: (912) 472-3033 - Fu: (912)116-9739 Addressof Property ' Owner's Name Applicant'. Name Owner's Address Applicant's Addaas �` Owner's Telephone Applicant's Telephone :7 _ REQUIREMENTS FOR TREE REMOVAL • Mast maintain a density or 3 trees per 4,SOO square feet.. All trees with a r diameter re 1 1 feet above the grand court toward div density. • Significant eves must be replaced lath -for -inch In like valet with minimum 2.inch diameter trees rt he otherwise mitigated.. • sly accepting the Tree Removal Permit, the property owner end the applicant agree to comply with all requirements of the tree ordnance including mitigation requirements, planting specifications and tree survival requirements. dark all trees proposed for remasih -Far new home scaled plot plan APPLICATION REQUIREMENTS a showing location. size and species of all trees en the lot which have a di rtieter of shove ground, all raving Improvements, all proposed improvements, and property site end species for all purposed replacement aces, if replaceesent is proposed for plan of Mat parcel is rerparcd with the same information notated.) ti inches or more at 4 5 feet setbacks. Mark the platting tor:ativa, another parcel of land. a plot Emliiiia the weeks of triter s), the reason for removal, and the toralioa of th:. tree(si of a ! 4),C R L.S . . 7Y rr o' 1 pze r ,t, I have reviewed the Tyhee Island Land comply with the prvvisiena thereoL Owner or Applicant Signature ___ _ Owner or Applicant Printed Name Development Code, Article 7. Tree Removal Regulations, and hereby agree to I malersLusilA permit application may require S business days to process. hate - _ flaws/on Rsgsdsed? 01u's lK0 Pmt Fie .6.. X Palm tip TOTAL STAFF VW /� p Wes ( APPROVED 0 DENIFD L)S4 Street address CITY OF TYBEE ISLAND Application for a New Construction Permit P.O. Box 2749 • 403 Butler Ave., Tybee Island, GA 31328 Phone 912.472.5030 Fax 912.786.9539 pages 1— 7 of permit application (.2 ( D Required submittals: ✓2 sets building plans t ✓dopy REScheck or COMcheck _ 1 copy certified survey showing existing ground elevations, flood zone(s), and trees ✓ 1 set certified hydrology, drainage and erosion control plans 250 plan deposit (will be forfeited if project is abandoned) check # 13 DV "`rei 4,v .4 t PIN # ti Dooq LING ADDRESS PHONE Owner n LW) l * *if.4 N ilr, Po X50 A ZqI s 1-4� S,F. �-s1a*�u\ l Home: cell: 912- 3JZ -+ p5' Architect or Engineer —FEY/ ASM.� Ls Office: cell: q I ? • $ I Z ` a 14 b o Contractor / �% l'4(144 ( iZ (, 4 S h .1 Mt 1 ile..7( 5..a•'�f 4- 14 jr.� )11 1 i %.1 Office: I cell: Qjz• t i,3 -3 l'I( Check all that apply: ( . New Construction Details of project: ❑ Commercial f...0 ifc.s1dwr t ❑ Residential ❑ Other ( Single Family Duplex ❑ Multi -Family units Estimated cost of construction: $ quo A copy of the contract may be requested. Construction type: (select appropriate number below) 1. wood frame 3. brick veneer 5. steel & masonry C) wood & masonry 4. masonry 6. other: Lot area sq. ft. # buildings I # units 1 # floors 3 # bedrooms 3 # bathrooms # of egresses An elevator is not an accepted means of egress. Height Vertical distance is measured from the average adjacent grade of the lot to the extreme high point of the building (roof ridge, handrail, etc.), exclusive of chimneys, HVAC units, elevators, and similar appurtenances. e. Total heated/cooled square footage 13 1 o Flood Zone At (AE or VE) Base Flood Elevation Design Flood Elevation (BFE + 1 -foot) As -built setbacks: Front ,2 o Rear 1 b Sides (L) ( D (R) I V Total driveway(s) width t2 feet # of openings I Culvert? Swale? Number of off-street parking spaces Number of trees to be removed 8 A separate tree removal permit is required. (OS °(a GicE» ?NI 3/10/2013 1 CITY OF TYBEE ISLAND P.O. Box 2749 403 Butler Ave., Tybee Island, GA 31328 Phone 912.472.5030 • Fax 912.786.9539 Water Tap and Sewer Stub Application Street address of project 13 133 2 4 4.,(M Plumbing company C.r 614eq.01 (11l-t.b. Plumbing contact person & phone numbers C tit• S 611 04) Name of property owner(s) Phone numbers of property owner(s) {� office Details of project A% ... l CS.jd Jt f 117" agy- 40S10 office cell P 111-312--t1ar Residential v Commercial Enter the required number of water taps/meters and sewer stubs: WATER TAP/METER SEWER STUB Number of Taps Meter Size Number Stub of Stubs Size 6" 1-1/2" 8" 2" Unauthorized use of water prior to installation of a water meter is prohibited. cell Installation of lines and meters are the responsibility of the owner/contractor. Contact the Water/Sewer Department at 912.472.5051 for line and tie-in locations and for inspections. Contact the Planning & Zoning Department at 912.472.5030 to arrange for water meter pick up. It is the responsibility of the owner to establish a water/sewer account with the City. An application and deposit are required. Contact 912.472.5025. Signature of owner: Printed name: Sl. �_ � I 1. b r. ) n� . e1 Signature of contractor.' l Printed name: Li 4 Date: Date: to /aceiao 0 5/11/2d11 During construction on -site restrooms will be provided by Construction debris will be disposed by by means of Section 22-169 — When active work ceases on the project for the day a SECURE COVER shall be placed over the dumpster or container so as to prevent trash or construction debris from being blown out. I understand that I must comply with zoning, erosion control, building, fire, shore protection, and wetland ordinances, FEMA regulations, and all other applicable codes and regulations. I understand a foundation survey and certification letter are required as soon as the foundation is in place to ensure that the setback requirements will be met. I understand an Elevation Certificate — Building Under Construction is required immediately after lowest floor or flood proofing is completed. I realize that an as -built survey, Elevation Certificate — Finished Construction, Breakaway Wall Certification, Recorded Nonconversion Agreement, Energy Code Compliance Certificate, tree mitigation, height certification, drainage certification, and site acceptance by the City will be required. I accept financial responsibility for any expenses the city incurs for third -party engineering services related to this project. I agree to construct/place all equipment such as air conditioning compressors, ducts, water heaters, furnaces, electrical outlets, etc., at or above the required Design Flood Elevation (Base Flood Elevation + 1 -foot). Projects must demonstrate they are in compliance with the City of Tybee Island Stormwater Management requirements as outlined in Article 16 of the Land Development Code. As part of the approval process, applicants must illustrate how these requirements will be met, including how stormwater naturally flowed on the property prior to any development activity, and what changes in stormwater flow will occur. A permit normally requires 7 to,'L9 bu tness,days to process. Signature of applicant: '1 Printed name: Matti, ( e #Lor., Date: qhi /ZdL Zoning District Approved zoning action? Verified street address If new, has it been reported to MPC, CRC, etc.? ✓ Number of egresses? The following will be completed by City of Tybee Island personnel. Flood Zone BFE q DFE �d t Average adjacent grade feet Drainage and Erosion Control plans approved? Approval Building Official Water/Sewer Public Works Fire Chief Planning & Zoning Si Ye5 New Existing Date FEES Permit Inspections Water Tap 314 " 'CC Recovery I Sewer Stub Aid to Construction Engineering ` Pla �evtew 19?Lc. co iaoo.00- 67o.o0 013/ .00- Uaa.5d- .2 St, .GO - TOTAL / �.� The following deficiencies are the most common on the projects in the City of Tybee Island. While the deficiencies are not necessarily the fault of the owner or his agent, they are their responsibilities. The two most common areas of deficiencies are for the two most basic BMPs on projects: Co — Construction Exit Sd1 — Sediment Barrier Correct installation information can be found in the Green Book and in the Field Manual for Erosion and Sediment Control in Georgia, which is available at: http://www.gaswcc.orq/docs/field manual 4ed.pdf. The Georgia Soil and Water Conservation Commission is located at 4310 Lexington Road, P.O. Box 8024, Athens, Georgia, 30603. The telephone number is 706.542.3065. Their website is: http://qaswcc.qeorqia.qov/. Also see pages 9 through 12 of this packet. Attention to the Construction Exit is not limited to the installation, but must also include the material. Specifically, job site personnel are not checking to ensure the stone delivered is the 1.5 -inch to 3.5 -inch stone they requested. Gradations that are obviously smaller will not be tolerated. The smaller stone allows for a smoother surface with smaller voids, thereby reducing the function of the Construction Exit. Type A sediment barriers are not allowed where Type C is required as shown on the approved permit drawings. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant: steel or wood posts, post spacing, Type C or A, etc. Past violations have resulted in: 1) Sediment discharge from the site which causes unsightliness, inconvenience to others, unnecessary cleanup, and Violation Notices. 2) Increased maintenance efforts by the Department of Public Works on downstream lines. 3) Due to item 2, higher costs to island taxpayers. While these deficiencies are not the only ones, they are the most common. Heeding the above cautions should result in fewer infractions. Downer Davis City of Tybee Island Consulting Engineer SIGNATURE OF ACKNOWLEDGEMENT Signature of contractor: 1 Printed name: A. &LIx( 3 Date: q!/M/22/ February 2013 A SEPARATE PERMIT IS REQUIRED FOR INFRASTRUCTURE ALTERATIONS Any alteration to City owned streets, curbs, sidewalks, waterlines, sewer lines, drainage pipes, catch basins, or other elements of the City's infrastructure, requires a separate permit from the City, and an acknowledgement by the individual seeking to accomplish the alteration, that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The City shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration, and agrees to fully comply with such provisions. Will the proposed project at 1361 % " 4a t require an infrastructure alteration permit? ❑ Yes No Description of alteration: street address of project A site plan must be provided illustrating the planned alteration. City Design Standards and Specifications: Any alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration, or to an improved condition, as determined by the City. Certification: I hereby acknowledge the above r-quirements, and certify that I will obtain a separate permit prior to performing any alteration i cordanc these provisions. Signature of contractor: Printed name: PI d •4l cf h 5 Date: 9/2 1J2•a/ CITY OF TYBEE ISLAND Temporary Electrical Service Affidavit Street address of project: 130g 2u -J 4"E This notice is to confirm the understanding of the owner and contractor of the compliance requirement of the Georgia State Minimum Construction Codes. It is understood and agreed by the undersigned that the requested temporary electrical power is intended for the completion of the construction process and the testing of equipment installed within the structure. It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval to occupy the structures. A Certificate of Occupancy must be issued by the City of Tybee Island prior to the structure being furnished and/or occupied. The owner and contractor are hereby held responsible for any violations to this policy. A violation of this policy may result in discontinuance of the electrical service. Temporary electrical service will be granted as an aid to complete construction only. It may be revoked as circumstances dictate. Means shall be provided to disconnect all conductors from the service -entrance conductors. NEC 230.70 State Energy Code Affidavit I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings, 2009 Edition, with Georgia Amendments. A Georgia Energy Code Compliance Certificate will be required at project completion. It is understood and agreed by the undersigned owner and contractor (if applicable) that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or misrepresentation of fact, with or without intention, of the permit issued which was based on the approval of this application. The owner will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held legally liable for any violations which may occur with or without his knowledge. The owner shall be allowed to request a Certificate of Occupancy when all inspections (building and site) have been approved. SIGNATURES for Temporary Electrical Service and State Energy Code AFFIDAVITS Signature of owner: e--._-)Irn Q Printed name: ► ►IN:0 X; a n-1. Pi -1110e) Signature of contractor: Date: 11211202 / Printed name: It t, Date: to/ 24J Lo'-) 6 Subcontractor List Street address of project: 30V 214 4 vV•Jwt Provide the company name, business type, address, contact person, and phone numbers of all subcontractors. The City of TybeeenIsland requires/ annual Contractor Registration for all contractors. 1. Company S i41Fr.r A..j*J ` 01..c Business type Eif„3/•c Address Cell number q)? —ii9-3 YCj Contact person (11 oLc( �.d� s Office number 2. Company Address Contact person AF4,s Tr -N1 3. Company 1)1+44 1)I+44D •) Address Contact person C lei, (v4,1,...� Business type I}J4-C Cell number gi i ? -q21- ) 2 V Office number Business type Cell number 412- task., Office number 4. Company 3 extrf. ofS Business type S, 4. a' JDEILJ) Address Cell number '11 ?- S 1 - ZZ L ? Contact person ) frt +•� 11-14 . Office number 5. Company L.w C.►�.t �t.7 le1( �, N Business type ►I[ 0, : �) Address Cell number 91 ? tag -Info Contact person gioi,d. f WI, S Office number 6. Company Business type Address Cell number 41j -- 210.- to c l Contact person 'g, r A.,c/o Office number • Attach additional sheets if needed. 7 REScheck Software Version 4.7.1 REScheck Software Version 4.7.1 riC4 Compliance Certificate Project Roberts Residence Energy Code: Location: Construction Type: Project Type: Orientation: Conditioned Floor Area: Glazing Area Climate Zone: Permit Date: Permit Number: Construction Site: Tybee Island, GA 2015 IECC Tybee Island, Georgia Single-family New Construction Bldg. faces 270 deg. from North 2,310 ft2 13% 2 (1851 HDD) Owner/Agent: Roberts Residence Tybee Island, GA Designer/Contractor: Michael Roberts, GC Tybee Island, GA Compliance: Passes using performance alternative Compliance: 3.9% Better Than Code Envelope Assemblies Assembly Grosos Area Cavity Cont. 0 -Factor UA Perimeter R -Value R -Value Wall 1: Wood Frame, 16" o.c. Orientation: Front Window 1: Vinyl/Fiberglass Frame:Double Pane with Low -E SHGC: 0.25 Orientation: Front Door 9: Glass SHGC: 0.25 Orientation: Front Wall 2: Wood Frame, 16" o.c. Orientation: Back Window 2: Vinyl/Fiberglass Frame:Double Pane with Low -E SHGC: 0.25 Orientation: Back Door 10: Glass SHGC: 0.25 Orientation: Back Wall 3: Wood Frame, 16" o.c. Orientation: Right side Window 5: Vinyl/Fiberglass Frame:Double Pane with Low -E SHGC: 0.25 Orientation: Right side Wall 4: Wood Frame, 16" o.c. Orientation: Left side Window 4: Vinyl/Fiberglass Frame:Double Pane with Low -E SHGC: 0.25 Orientation: Left side 333 90 20 19.0 333 19.0 90 20 410 19.0 9 410 19.0 36 0.0 0.060 13 0.200 18 0.200 4 0.0 0.060 13 0.200 18 0.200 4 0.0 0.060 24 0.200 2 0.0 0.060 22 0.200 7 Project Title: Roberts Residence Report date: 09/28/21 Data filename: C:\Users\Terry\Documents\REScheck\michaelroberts2styoffgrnd.rck Page 1 of 2 Assembly Gross Area or Cavity Cont. U -Factor lA. Perimeter R -Value R -Value Wall 5: Wood Frame, 16" o.c. Orientation: Front Window 6: Vinyl/Fiberglass Frame:Double Pane with Low -E SHGC: 0.25 Orientation: Front Wall 6: Wood Frame, 16" o.c. Orientation: Back Window 7: Vinyl/Fiberglass Frame:Double Pane with Low -E SHGC: 0.25 Orientation: Back Wall 7: Wood Frame, 16" o.c. Orientation: Right side Window 8: Vinyl/Fiberglass Frame:Double Pane with Low -E SHGC: 0.25 Orientation: Right side Wall 8: Wood Frame, 16" o.c. Orientation: Left side Window 9: Vinyl/Fiberglass Frame:Double Pane with Low -E SHGC: 0.25 Orientation: Left side Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Flat Ceiling or Scissor Truss Floor 1: All -Wood Joist/Truss:Over Outside Air Compliance Statement: Th calculations submitted REScheck Version 4.7 Name - Title 348 53 13.0 0.0 0.082 24 0.200 11 348 13.0 0.0 0.082 26 30 0.200 6 369 13.0 0.0 0.082 30 9 0.200 2 369 13.0 0.0 0.082 29 12 0.200 2 1,375 38.0 0.0 0.030 41 935 38.0 0.0 0.030 28 211 19.0 0.0 0.047 10 building design described here is consistent with the building plans, specifications, and other lication. The proposed building has been designed to meet the 2015 IECC requirements in he mandatory requirements4isted lie the REScheck Inspection Checklist. Signatur - n (, ij. zi D e 'zri Project Title: Roberts Residence Report date: 09/28/21 Data filename: C:\Users\Terry\Documents\REScheck\michaelroberts2styoffgrnd.rck Page 2 of 2 PARID: 40007 15011 HINTON GRACE Tax Commissioner Summary 1303 an' 4pe_ Status Alternate ID Bill # Tax District/Description Legal Description Appeal Status Parcel Status ACTIVE 2999469 2999469 040-TYBEE LOT 53B WARD 4 TYBEE ISLAND SAVANNAH BEACH PRB 47 Parcel Deferral Years Status Exist Support Active No Parcel Information °` ‘'`c �\` `` Property Class R3 - Residential Lots Mortgage Company Exemptions Most Current Owner Current Owner Co -Owner Care Of Mailing Address PHILLIPS ANASTASIA PHILLIPS LARRY* 38 PASSAICK COURT RICHMOND HILL GA 313: Digest Owner (January 1) Owner Co -Owner Care Of Mailing Address HINTON GRACE 715 ALVARADO ROW STANFORD CA 94306-1010 Tax (Penalties and Interest Included through Current Date) Year Cycle Billed Paid 2021 1 1,814.66 -927.61 2020 1 1,855.16 -1,855.16 2019 1 1,855.16 -1,855.16 2018 1 1,786.46 -1,786.46 2017 1 1,675.33 -1,675.33 2016 1 1,675.33 -1,675.33 2015 1 1,472.71 -1,472.71 2014 1 1,445.96 -1,445.96 Total: 13,580.77 -12,693.72 Payment Information Payment User ID Effective Date Business Date Payment Tolerance/ F Sequence Location Source Pymt Type Applied Overpayment ti 4163588526 LOCKBX UPD-99999 06/14/2021 06/14/2021 $927.61 $0.00 REMPROC LOCKBX Z21 $0.00 Payer Details Payment User ID Effective Date Total Sequence Location Source Payment Payer Information 4163588526 LOCKBX UPD-99999 06/14/2021 $927.61 MCMANAMY JACKSON HOLLIS REMPROC LOCKBX 415 EISENHOWER DR NO 1 SAVANNAH GA 31406 Billings Detail Authority Code COUNTY - OPER SCHOOL - OPER TYBEE - CITY Total: Code Authority Name Millage Billed TAX COUNTY M&O 11.5430 $623.32 TAX COUNTY SCHOOL M&O 18.1310 $979.07 TAX TYBEE ISLAND 3.9310 $212.27 33.6050 $1,814.66 L:.J Sorry. no sketch available for this record Item Area DAVIS ENGINEERING PO Box 1663 Tybee Island, Georgia 31328 November 5, 2021 George Shaw, Director of Community Development City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: 1308 2nd Avenue Dear Mr. Shaw: My review is limited to land development activities. I have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density, zoning, tree protection or subdivision regulation issues. To the best of my knowledge and belief, it is my opinion the proposed work complies with the drainage requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by the GA D.O.T. (currently under review) or other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter Sincerely, Downer K. Davis, Jr., P.E. 2320270B_ °DAVIS ENGINEERING P.O. Box 1663 Tybee Island, GA 31328 Tel. (912) 695-7262 dkdir071419(a�yahoo.com INVOICE November 5, 2021 Invoice #22202701 George Shaw Lisa Schaff City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: 1308 10/28/2021 11/04/2021 11/05/2021 2"d Ave. 0.5 hours 0.5 hours 0.50 hour 1.50 hours Review 2nd review Final review @$175/ho I Due This Invoice Lisa Schaaf From: Mercer, Lamar <mercer.l@tandh.com> Sent: Friday, November 5, 2021 12:18 PM To: George Shaw; Downer Davis; Anastasia Phillips Cc: Lisa Schaaf; Smith, Kevin; Norton, Nash; Roach, Matthew Subject: RE: 1308 2nd Ave -drainage All, Per the note below included on the plans, the intention is to route the swale around the trees to remain utilizing a best fit based upon actual field conditions of the root system and trunk. Please let us know if you have further questions or if any additional information is needed. Thanks 1 NAIL I\1 R POLE 7.98'(NAVD 88) / A LAMAR MERCER, PE I Principal/Project Manager THOMAS & HUTTON - TRANSFORMING COMMUNITIES FOR 75 `'EARS9 p 912-721-4141 m 912-313-2783 e mercer.)@tandh.com a 50 Park of Commerce Way I Savannah, GA 31405 vCard I Website I LinkedIn I Facebook I Twitter I Instagram 2 Lisa Schaaf From: Downer Davis <dkdjr071419@yahoo.com> Sent: Friday, November 5, 2021 2:04 PM To: George Shaw; Peter Gulbronson Cc: Lisa Schaaf; Anastasia Phillips; Smith, Kevin; Norton, Nash; Roach, Matthew; Mercer, Lamar Subject: Re: 1308 2nd Ave -drainage George, I can believe the adjustments to route the swale around the in the front west corner can be accomplished. As the tree to remain will require the swale to be routed around it, I'm unable to understand why the swale route is only drawn as schematic. I don't recall ever approving such in any of my prior plan reviews. The below snip is of the rear south corner. The pines in the rear are about 3' off of the property line. With the proposed building on the 10' setbacks. The building is proposed to sit on about a 2-3' wide shoulder above Elev.8 in that corner. This leaves 5' to install the swale. With an invert of 6.53, the inside shoulder at 8' and the elevation at the property line, the proposed 5:1 slopes do not work. The insider slope, alone with a 2.5 height will require 12.5' to install at the design 5:1 slope. Bottom line is, the swale needs to be drawn in a route that can be installed. There are many possibilities and I look forward to reviewing one of them. Downer On Friday, November 5, 2021, 12:18:01 PM EDT, Mercer, Lamar <mercer.l@tandh.com> wrote: All, 1 Lisa Schaaf From: George Shaw Sent: Friday, November 5, 2021 2:06 PM To: Downer Davis; Peter Gulbronson Cc: Lisa Schaaf; Anastasia Phillips; Smith, Kevin; Norton, Nash; Roach, Matthew; Mercer, Lamar Subject: RE: 1308 2nd Ave -drainage The property owner was just in. He has an approved tree permit to remove the pines in question. The design needs to be adjusted accordingly. From: Downer Davis <dkdjr071419@yahoo.com> Sent: Friday, November 5, 2021 2:04 PM To: George Shaw <gshaw@cityoftybee.org>; Peter Gulbronson <peter.gulbronson@cityoftybee.org> Cc: Lisa Schaaf <Ischaaf@cityoftybee.org>; Anastasia Phillips <anastasia@kw.com>; Smith, Kevin <smith.k@tandh.com>; Norton, Nash <norton.n@tandh.com>; Roach, Matthew <roach.matthew@tandh.com>; Mercer, Lamar <mercer.I@tandh.com> Subject: Re: 1308 2nd Ave -drainage George, I can believe the adjustments to route the swale around the in the front west corner can be accomplished. As the tree to remain will require the swale to be routed around it, I'm unable to understand why the swale route is only drawn as schematic. I don't recall ever approving such in any of my prior plan reviews. The below snip is of the rear south corner. _ II I The pines in the rear are about 3' off of the property line. With the proposed building on the 10' setbacks. The building is proposed to sit on about a 2-3' wide shoulder above Elev.8 in that corner. This leaves 5' to install the swale. With an invert of 6.53, the inside shoulder at 8' and the elevation at the property line, the proposed 5:1 slopes do not work. The insider slope, alone with a 2.5 height will require 12.5' to install at the design 5:1 slope. Bottom line is, the swale needs to be drawn in a route that can be installed. There are many possibilities and I look forward to reviewing one of them. 1 Lisa Schaaf From: Mercer, Lamar <mercer.l@tandh.com> Sent: Friday, November 5, 2021 2:35 PM To: George Shaw; Downer Davis; Peter Gulbronson Cc: Lisa Schaaf; Anastasia Phillips; Smith, Kevin; Norton, Nash; Roach, Matthew Subject: RE: 1308 2nd Ave -drainage Nash, Please revise the plan per the markups below and recirculate. George, Thanks Confirming this will suffice? Lisa Schaaf From: Downer Davis <dkdjr071419@yahoo.com> Sent: Thursday, November 4, 2021 10:32 AM To: George Shaw Cc: Lisa Schaaf; mercer.)@tandh.com Subject: Re: 1308 2nd Ave -drainage George, The proposed swale is routed through 3 existing trees to remain. The other trees are shown to be removed. The 3 trees to remain satisfy Tybee's tree ordinance. Routing the swale through these tree's won't work. They can always plant 3 new trees, but I couldn't find that on the plan. Do you prefer I send in concurrence with invoice? This would require the planting of 3 new trees. I've copied the Engineer, should he be of the opinion the swale can be adjusted to avoid damaging the trees. I have an opinion on which is preferable, but I'll withhold that. Downer On Wednesday, November 3, 2021, 09:03:29 AM EDT, Lisa Schaaf <Ischaaf@cityoftybee.org> wrote: From: Mercer, Lamar <mercer.ltc'Dtandh.com> Sent: Tuesday, November 2, 2021 4:20 PM To: Lisa Schaaf <Ischaaf citvoftvbee.orq>; anastasia kw.com; Smith, Kevin <smith.k(cr�tandh.com>; Norton, Nash <norton.n(c�tandh.com>; Burk, Darby <burk.d@tandh.com> Cc: Roach, Matthew <roach.matthew@itandh.com> Subject: RE: 1308 2nd Ave -drainage CYBER DEFENSE by Speros Warning: Sender @mercer.lAtandh.com is not yet trusted by your organization. Please be careful before replying or clicking/downloading the attachment and URLs. Report as Phishing<https://cloud.graph.us/feedback?msgld=PEJONIBSMTINQjE2MzNGNjY0RjY0N0E5RDBCQzVCNzNEODhFOEI 5QEJONIBSMTlNQIE2MzMubmFtcHJkMTkucHJvZC5vdXRsb29rLmNvbT4%3D&orgDomain=Y210eW9mdFlliZWUub3Jn& opt=unsafe> Safe Email<https://cloud.graph.us/feedback?msgld=PEJONIBSMTINQjE2MzNGNjY0RIY0N0E5RDBCQzVCNzNEODhFOE15Q EJONIBSMTINQjE2MzMubmFtcHJkMTkucHJvZC5vdXRsb29rLmNvbT4%3D&orgDomain=Y210eW9mdHIiZWUub3Jn&opt =safe> powered by Graphus® Lisa, Please find the updated information attached. * The plans have been revised to reflect the PIN# as 40007 15011 * A legend has been added to identify existing vs. proposed grade elevations [cid:image005.ipq(c01 D7D091.A6BBCD80] 1 Lisa Schaaf From: Lisa Schaaf Sent: Friday, October 29, 2021 9:54 AM To: mercer.)@tandh.com Subject: FW: 1308 2nd Ave -drainage Here are the comments Lisa L. Schaaf Planning and Zoning 912-472-5033 City of Tybee Island 403 Butler Avenue -PO Box 2749 Tybee Island, GA 31328 lachaaf@citvoftybee.org From: Downer Davis <dkdjr071419@yahoo.com> Sent: Friday, October 29, 2021 6:46 AM To: Lisa Schaaf <Ischaaf@cityoftybee.org> Cc: George Shaw <gshaw@cityoftybee.org>; Peter Gulbronson <peter.gulbronson@cityoftybee.org> Subject: Re: 1308 2nd Ave -drainage I've added the following underlined for clarification: • I find the PIN ends in 15011 and not the 15008 shown on the plans. • Clarification is needed on the plans as to whether the elevation shots area existing and the contours proposed. Based on elevations of 6.xx shown between the 7 & 8 contours and beneath the proposed house slab, I believe I've guessed right. If so, note the elevations shown on this submittal to be existing and the contours proposed. • Invert elevations will be required on the proposed swale. Swale design will need to be supported with calculations showiong it's capacity to route runoff during the 25 -year storm to the drainage system in 2nd Avenue. Elevations will need to assure the design depth of the swale is provided. Currently, there's no assurance that runoff during the 25 -year storm will be contained in the rear and & swales, and not overflow into the adjacent properties. Downer i On Thursday, October 28, 2021, 03:41:45 PM EDT, Downer Davis <dkdir071419(vahoo.com> wrote: I offer the following comments: • I find the PIN ends in 15011 and not the 15008 shown on the plans. • Clarification is needed on the plans as to whether the elevation shots area existing and the contours proposed. Based on elevations of 6.xx shown between the 7 & 8 contours and beneath the proposed house slab, I believe I've guessed right. If so, note the elevations shown on this submittal to be existing and the contours proposed. • Invert elevations will be required on the proposed swale. Swale design will need to be supported with calculations showiong it's capacity to route runoff during the 25 -year storm to the drainage system in 2nd Avenue. Elevations will need to assure the design depth of the swale is provided. Downer On Thursday, October 28, 2021, 10:35:47 AM EDT, Lisa Schaaf <Ischaaf(u�citvoftybee.org> wrote: Hi Downer, Here is another new home drainage. Lisa L. Schaaf Planning and Zoning 912-472-5033 City of Tybee Island 403 Butler Avenue -PO Box 2749 Tybee Island, GA 31328 Ischaaf(a)cityoftybee.orq<mailto:lschaaf(acityoftybee.orq> [tybeelogo-web150px] 2 roVe.c' u/il-1 to2f1( 5 .24`X'36" GRATE INLET TOP: 6.20 IE: 3.55 GRATE INLET TOP: 5.96 IE: 3. 46 CENTER LINE BENCHMARK CUT NAIL IN POWER POLE EL: 7. 98'(NAVD 88) GRATE INLET TOP: 6.19 IE: —0.26 LEGEND BASIN W CD JOHN D. LANDRUM PIN: 40007 15010 1306 2nd AVENUE 0 0 3pE S 69' 00'00" Ela' °'°'� 78. 7 OABABN SLAB -¢eVAnox a: RFSInFNCF FM 1020 LOT 53-B WARD 4 PIN; 40007 1506 1308 2ND AVENUE AeLa• �:t v 78. 78' -- N 69' 00'00" W - `� ANASTASIA MAMAIS PHILLIPS LARRY PHILLIPS PIN: 40007 15016 1310 2nd AVENUE 0 0 .P IN 0 0 CO NURTN BASIN . 20: 0 LB CFC O.OS AC TC: pIW 0: 0. 49 ORAhLOC ITTFICALI JULIE M. BRION PIN: 40007 15004 1307 LOVELL AVENUE SOUTH WAWA 0R: DU CBS AREA: 000 AC TM 10 AM E Sae NOTES: I. TOPOGRAPHY AND BOUNDARY BY VINCENT HELMLY REFER TO "A TOPOGRAPHIC SURVEY OF LOT 53B, WARD 4, TYBEE ISLAND, DATED 09/23/2021 2. SITE LAYOUT PROVIDED BY JOANNE GREEN DESIGNS . Channe l Re port North Basin 1 00 ,Aaoni'3100 510.0,10 � 10) Cha nnel Rep ort S outh B asin GRAPHIC SCALE ( o TnT ) 10, NJ S A DMDIAAE PLAN FOR 14DLLD 'S RESIDENCE 1308 END AVENUE TYREE ISLAND. GEORGIA DATE. OCT00tl1 ET. 0 .001 GRATE INLET TOP: 6.20 IE: 3. 55 GRATE INLET TOP: 5.96 IE: 3.46 CENTER LINE BENCHMARK CUT NAIL IN POWER POLE EL: 7.98'(NAVD 88) GRATE INLET TOP: 6. 19 IE: —0.26 X LEGEND TREE TO BE REMOVED EXISTING GRADE PROPOSED GRADE EXISTING CONTOUR PROPOSED CONTOUR S Q CS ES 0 RA J°e JOHN D. LANDRUM PIN: 40007 15010 1306 2nd AVENUE TE ELEVATIONS TO EAISTINO GRADE ALONR PROPERTY UNE AAAAA TO PROVIDE ALL PERM F E NECNECESSARY TO PROHIBIT LOT DRU MM FROM INCROAEHROI ON ADJACENT LOT !TYPICAL ALL LOT LINES) 9' 00_00" FA AF 7`8. 78' RESIDENCE rte 1Eu' LOT 53-8 WARD 4 PIN: 40007 15011 1308 END AVENUE O o 3 �I �� Ycco-aR_ _ _ _�laEa_ _ 78.78' N 69' 00'00' W ANASTASIA MAMAIS PHILLIPS LARRY PHILLIPS PIN, 40007 15016 1310 2nd AVENUE NOTES: I. TOPOGRAPHY AND BOUNDARY BY VINCENT HELMLY. REFER TO "A TOPOGRAPHIC SURVEY OF LOT 53B. WARD 4, TYBEE ISLAND, DATED 09/23/2021 . 2. SITE LAYOUT PROVIDED BY JOANNE GREEN DESIGNS . RA OE POOLE ITYPIDALI JULIE M. BRION PIN: 40007 15004 1307 LOVELL AVENUE GRAPHIC SCALE 0' PERT) t 10 01.. 10 n. • SUDAN PLAN PoE PHILLIPS RESIDENCE 1300 END AVENUE TYKE ISLAND, SEORSIA DATE COTNER renal NOTES: I. TOPOGRAPHY AND BOUNDARY BY VINCENT HELMLY . REFER TO "A TOPOGRAPHIC SURVEY OF LOT 53B, WARD 4, TYBEE ISLAND, DATED 09/23/2021. 2. SITE LAYOUT PROVIDED BY JOANNE GREEN DESIGNS. GRATE INLET TOP: 6.20 IE: 3.55 GRATE INLET TOP: 5.96 IE: 3.46 Li z J Q 0 W 0 0 BENCHMARK CUT NAIL IN POWER POLE EL: 7.98'(NAVD 88) GRATE INLET TOP: 6.19 IE: -0.26 W I> 0 00 P- 03 M N o JOHN D. LANDRUM PIN: 40007 15010 1306 2nd AVENUE 69'00'00" E - 18.78' R -C 78.78' -N 69'00'00" W ANASTASIA MAMAIS PHILLIPS LARRY PHILLIPS PIN: 40007 15016 1310 2nd AVENUE 0 In gz I 0 BOTTOM OP ame JULIE M. BRION PIN: 40007 15004 1307 LOVELL AVENUE GRAP HIC SCALE AN EROSION CONTROL PLAN FOR PHILLIPS RESIDENCE IRON END AVENUE TYBEE ISLAND. GEORGIA We OLMO LT. E GLI CRUSHED STONE CONSTRUCTION EXIT EXIT DIAGRAM fi YI 0 ENTRANCE ELEVATION NOTED 1. AVOID LOCATING ON STEEP SLOPES OR AT CURVED ON PUBUG ROADS. R. REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATER IAL FROM THE FOUNDATION AREA, GRADE AND CROWN FOR POSITIVE DRAINAGE AGG REGATE SEE SHALL BE IN ACCORDANCE M TN NA1DNA . STONE ASSOCIATION R -E (1.5' -S.Y STONE). 1. GRAVEL. PAO SHALL HAVE A MINIMUM THICKNESS OF O.. 5. PAD WIDTH MALL BE EQUAL FULL M OTH AT ALL PREIS OF VEHICULAR EGRESS. BUT NO LESS THAN EO. B. A DIVERSION RIDGE SHOULD BE CONSTRUCTED W IEN GRADE TOWARD PAVED AREA IS GREATER THAN YE . E INSTALL PPE ACER THE ENTRANCE IF NEEDED TO MONTAN DRAINAGE DITCHES EL WHEN WASHN LS REQUIRED. IT SHOULD BE OD E ON AN AREA STARRED MM CRUSHED STONE THAT AN W DRAINS IWO APPROVED SEDIMENT TRAP SEDIMENT BASE (OVEROR T ALL SURFACE RUNOFF AND DRAINAGE FROM THE ENTRANCE TO A SEDN EDT CONTROL DEEM), WASHRACKS AND/DR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IF NECESSARY, WASIIRACK RESIGN MAY CONSIST OF ANY M ATERIAL SUD ARLE FOR TRUCK TRAFFIC THAT REMOVE MUD AND DIRT. 10.MAINTAIN AREA IN A WAY THAT PRESENTS TRACKING AND/ON FLOW Cf MUD ONTO PUBLIC RIGHTS -O --WAYS THIS MAY REQUIRE TOP DRESSAGE REPAIR AND/O R CIFANCUT OF ANY MEASURES USED TO TRAP SEDIMENT. SILT FENCE - TYPE NON -SENSITIVE FRO NT VIEW — B' MAX. OG —PI 4 .E iNI�CIL �B I. USE STEEL OR WOOD POSTS OR AS SPECIFIED BY THE EROSION, ADMENTATON, ND POLLUTION CONTROL PLAN. 2 EIGHT (G) IS TO BE SHOA L ON THE (ROSEN. SEDIYENTATI OY, AND POLLOTIDN ON1RD PLAN, FILER. PE FABRIC AND SUPPORTING FRAME FOR INLET PROTECTION STEEL FRAME AND SILT FENCE INSTALLATI ON 3' N - 3MIN. I_ I M�N . u� 4ABRIC ENTRENCHED AT LEAST ITS' AND RACKN UED MTH CRUSTED STONE DR COMPACTED SOI L NMI L DEEM IS FOR SLOPES NO GREATER THAN SW (NOT DESIGNED FOR CONCENTRATED ROWS). 2 THE STEEL POSTS SUPPORTING THE ALT FENCE MATERIAL MOULD BE SPACED EVENLY AROUND THE PERIMETER OF THE INLET (MAXIMUM Cf 3' APART). 3. THE STEM POSTS SHOULD BE SECURELY DRIVEN AT (F AST tB' OEEP . 4 THE FABRIC SHOULD BE ENTRENCHED AT LEAST It AND THEN BSEAL. FD WITH CRUSHED STONE OR COMPACTED SOIL. $L NOL FABRIC DROP MET STN GRATE OR COMPACTED SOIL WIRE BACKING GATHER EKCE55 AT CORNERS FABRIC MRI WIRE -RACKING SUPPORT EIIOIION CONTMOL OETALW FOR PHILLIPS REPOSNCE 1501 END AVENUE TYBEE ISLAND. GEORGIA DATE GATOWER WT . BMW SAGIS Map Viewer 9/30/2021, 5:01:28 PM Effective Flood Zones (2018) AE - Inside the 100 year Flood Zone A - Inside the 100 year Flood Zone AE Floodway - Inside a Regulatory Floodway VE - Inside the 100 year Flood Zone w! Velocity Hazard X_500 - Inside the 500 year Flood Zone X - Outside the 500 year Flood Zone 1:282 0 0 0 D 0 0.01 0.01 mi I I 0.01 km Esri Community Maps Contributors, Savannah Area GIS,0 OpenStreetMap contributors, Microsoft, Esri, HERE, Garmin, SafeGraph, INCREMENT P, METI1'NASA, USGS, EPA NPS, US Census Bureau, USDA, SAGIS SAGIS SAGIS I Earl Community Maps Contributors, Savannah Area GIS, 0 OpenStreetMap contributors, Microsoft, Esri, HERE, Garmin, SafeGraph, INCREMENT P, METUNASA USGS, EPA NPS, US INLET), 96 46 44 12) CENTER LINE IMARK dl_ IN POLE 8'(NAVD 88) INLET 19 ?6 I- J N Q C) 11 RI,GLL4NG UNE j6. 6�' � • :TBAI:k. (PARKING SLAB ^ ELEVATION ILO RESIDENCE FFE: 18.28' LOT 53-B WARD 4 PIN: 40007 15011 1308 2ND AVENUE • N V # -. --- 69°00'00" 9 6 7 8.700' 00" W ANASTASIA MAMAIS PHILLIPS LARRY PHILLIPS PIN: 40007 15016 1310 2nd AVENUE 10 6 JULIE M. BRION PIN: 40007 15004 1307 LOVELL AVENUE DAVIS ENGINEERING PO Box 1663 Tybee Island, Georgia 31328 November 5, 2021 George Shaw, Director of Community Development City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: 1308 2nd Avenue Dear Mr. Shaw: My review is limited to land development activities. I have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density, zoning, tree protection or subdivision regulation issues. To the best of my knowledge and belief, it is my opinion the proposed work complies with the drainage requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by the GA D.O.T. (currently under review) or other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter Sincerely, X Downer K. Davis, Jr., P.E. 23202708_ CITY OF TYBEE ISLAND Wc+er fl1tr BUILDING PERMIT Tick RP DATE ISSUED: WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY STATE ZIP CONTRACTOR NAME ADDRESS CITY STATE ZIP 4-11(g14,2,1_ NEW SINGLE FAMILY HOME 1308 2ND AV LARRY PHILLIPS 1308 2ND AV TYBEE ISLAND GA 31328 MICHAEL ROBERTS CUSTOM HOMES 82 EDSEL DRIVE SUITE A RICHMOND HILL GA 31324 FLOOD ZONE SQ FT 2,310 TOTAL FEES CHARGED $9,288.00 PROPERTY IDENTIFICATION # PROJECT VALUATION $400,000.00 1- 3/c11' me-%' PERMIT #: 210684 TOTAL BALANCE DUE: It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protections ordinance and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Authorized Agent: P.O. Box 2749 * 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 472-5033 - FAX (912) 786-9539 lschaaf@cityoftybee.org TH IS AREA RESERVED FOR CLERK OF SUPER IOR COURT LEGEND • IPF • IRF 0 U -SD- -7- x6. 3 IRON PIPE FOUND IRON RO D FOUND TELEPHONE JUNCTION BOX POWER POLE GRATE INLET STORM DRAIN LINE CONTOUR INTERVAL SPOT ELEVATION REFERENCE PLAT RECORD BOOK P, PAGE 24. ACCORDING TO F.I. R. M. MAP NO. 13051 C0326G, REVISED 8/16/2018, THIS PROPERTY SHOWN HEREON LIES IN ZONE AE(BFE 9). ERROR OF CLOSURE FIELD: 1/23,428 ANGLE ERROR: 3" PER ANGLE POINT ADJUSTED BY COMPASS METHOD. PLAT:: 1/INF EQUIPMENT: TOPCON GTS 236W TOTAL STATION: SIN GLE PRISM 20' GRATE INLET TOP: 6.20 IE: 3.55 6.381 / 6.30 GRATE INLET TOP: 5. 96 /E.• 3.46 6.40)( j g /6. I. v<Qi Q�Q R Vii 41 6. 41 BENCHM ARK 6. 32 CUT N AIL IN POWER POLE EL: 7.98'(N A VD 88) GRATE INLET TOP: 6.19 . IE: -a26 0' 6. 7x Li 20' ✓ 1 //63 7ALM .44/ ti; x6.4 12"PALM 6.5 14 -PAL 40' SCALE: 1" = 20' 2"IPF , 8"IRF 5/8 IRF W/CAP 4 JOHN D. LAN DRUM PIN: 40007 15010 1306 2n d AVENUE 6b;x6. 7 1p6`O` 70�\� TU�4G'se. ... ... 24 "LIVE OAK .�19' LOT 53-B WARD 4 PIN: 40007 15008 1308 2ND AVENUE 14 PALM 0.109 ACRES 6.3 x 12"MAGNOLIA 16"LIVE OAR-' 470 AN ASTASIA MAMAIS PHILLIPS LARRY PHILLIPS PIN: 40007 15016 1310 2nd AVEN UE 15 CAMPHOR 6.9 6.9 7 1/2"1RF 1/2"IRF 73- 0 4, =V ` ?Cot t4 • 1" IRF JULIE M. BRION PIN: 40007 15004 1307 LOVELL AVENUE A TOPOGRAPHIC SURVEY OF LOT 53B, WARD 4, TYBEE ISLAND TYBEE ISLAND, C HATHAM COUNTY, GEORGIA ADDRESS: 1308 PIN : 40007 15011 SURVEYED FOR: LARRY PHILLIPS 2nd AVENUE T HIS PLAT IS A RETRACEMENT OF AN EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT SUBDMDE OR CREATE A NE W PARCEL OR MAKE ANY CHANGES TO ANY REAL PROPERTY BOUNDARIES. THE RECORDING INFORMATION OF THE DOCU MENTS, MAPS, PLATS, OR OTHER INSTRUMENTS WHIC H CREATED THE PARCEL OR PARCELS ARE STATED HEREON. RECORDATION OF THIS PLAT DOES NOT IMPLY APPROVAL OF ANY LOCAL JURISDICTION, AVAILABILITY OF PER MITS, CO MPLIANCE WITH LOCAL REG ULATIONS OR REQUIREMENTS, OR SUITABILITY FOR ANY USE OR PURPOSE OF T HE LAND. FURTHERMORE, THE UNDERSIGNED LA ND SURVEYOR CERTIFIES T HAT THIS PLAT CO MPLIES WITH THE MINI MUM TECHNICAL STA NDARDS FOR P ROPERTY SURV EYS IN GEORGIA AS SET FORTH IN THE RULES AND REGULATIONS OF THE GEORGIA BOARD OF RE GISTRATION FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS AND AS SET FORTH IN O.C .G.A. SECTION 15-6-67. VINCENT HEL ML Y GA. REG . LA ND SURVEYOR NO . 1882 DATE Vincent Helmly 129-A BURTON ROAD SAVANNAH, GEORGIA 31405 (912) 429 9395 FIELD SURVEY DATE: 9/17/2021 DATE: 9/20/2021 JOB No. 21-272 THIS AREA RESERVED FOR CLERK OF SUPERIOR COURT LEGEND • IPF • IRF TJ • —SD- -7— x6.3 IRON PIPE FOUND IRON ROD F OUND TELEPH ONE JUNCTION BOX POWER POLE GRATE INLET STORM DRAIN LINE CONTOUR INTERVAL SPOT ELEVATION REFERENCE PLAT RECORD BOOK P, PAGE 24. GRATE INLET TOP: 6. 20 IE: 3. 55 cO GRATE INLET TOP: 5. 96 IE: 3.46 44 6. 41 BENCHMARK CUT NAIL IN POWER POLE EL: 7. 98'(NAVD 88) GRATE INLET TOP: 6.19 IE: -0.26 6.40 6.32 6. 7 xQ ACCORDING TO F.I.R. M. MAP NO. 13051C0326G, REVISED 8/16/2018, THIS PROPERTY SHOWN HEREON LIES IN ZONE AE(BFE 9'). ERROR OF CLOSURE FIELD: 1/23,428 ANGLE ERROR: 3" PER ANGLE POINT ADJUSTED BY COMPASS METHOD. PLAT: 1/INF EQUIPMENT: TOPCON GTS236W TOTAL STATION: SINGLE PRISM / 6. 38 6.30 orn 0 (V Su9.0� x 6.7 2.8 'LNE OAK Ak 6. 69'00 004 7.0 0 10 20 30 I=_!_�i� GRAPHIC SCAB I - 10 Vince nt He lmly 129—A BURTON ROAD SAVANNAH, GEORGIA 31405 (912) 429 9395 FIELD SURVEY DATE: 9/17/2021 DATE: 9/20/2021 JOB No. 21-272 THIS PUT LS A RETRACEMENT OF AN EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT SUBDMDE OR CREATE A NEW PARCEL OR MAKE ANY CHANGES TO ANY REA L PROPERTY BOUNDARIES. THE RECORDING INFORMATION OF THE DOCUM ENTS. MAPS, PLATS, OR OTHER INSTRUMENTS WHICH CREATED THE PARCEL OR PAR CELS ARE STATED HEREON. RECORDATION OF THIS PLAT DOES NOT IMPLY APPROVAL OF ANY LOCAL JURISDICTION. AVAIIABILTIY OF PERMITS, COMPLIANCE WITH LOCAL REGULATIONS OR REQUIREMENTS. OR SUITABILITY FOR ANY USE OR PURPOSE OF THE LA ND. FURTHERMORE, THE UNDERSIGNED LA ND SURVEYOR CERTIFIES THAT THIS PLA T COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR PROPERTY SURVEYS IN GEORGIA AS SET FORTH IN THE RULES MID REGULATIONS OF THE GEORGIA BOARD OF REGI STRATION FOR PROFESSIONAL ENGINEERS A ND LAN D SUR VEYORS AND AS SET FORTH IN O.C.GA SECTION 15-6-67. 'CAMPH OR 4.1 Z1 S ZO <Op GRAr ;./o /o /70 //,' 4/At,i 0 0P L- 0 !;o 6PIS I' O 7.3 0 o_ SITE FLAN SCALE: I" = IO'-0' RESIDENTIAL SITE NOTES 1) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ADOPTED CHATHAM COUNTY BUILDING CODES. 2) BUILDING AREA AND ALL AREAS TO BE PAVED SHALL BE STRIPPED OF ALL VEG ETATION, TOP SOIL, AND ROOT SYSTEMS. 3) SITE DRAINAGE SHALL BE ESTABLISHED TO PREVENT PO NDING WA TER CONDITIONS ON THE SURFACE AND TO ALLOW RAPID RUN—OFF OF STORM WATER. 4) CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTA INING ALL EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH LOCAL REQUIREMENTS . 5) ALL W ATER, DRAINAGE & RUN OFF SHALL DRAIN TO ROAD CATCH BASIN, OR MARSH. NO STANDING W ATER SHALL BE ALLOW ED, NO W ATER RUN OFF SHALL ENCROAC H ON A DJACENT RESIDENTIAL PROPERTIES. 6) FG. (FINISHED GRADE) A TOPO GR APHI C SURVEY OF LOT 53B, WARD 4, TYRES ISLAN D TYBEE ISLAND, CHATHAM- COUNTY, GEORGI A ADDRESS: 1308 2nd AVENUE PIN: 40007 15011 SURVEYED FOR: LARRY PHILLIPS VINCENT HELMLY GA. REG. LAND SURVEYO R NO. 1882 DATE SHEET NO. STRUCTURAL MICHAEL ROBERTS CUSTO M HOMES a ID ti 6 ai w -7 U z a DESIGNED BY: 0 -J 111 LU10 W — > Ill 1� W - V UJ 0_ Pi Z it Li ft mil) 11 Ty Re 6 ended: 1126/2023 10:21:00 AM Fe: A.mt: ; $.10 00_ :Page. 1 f 1 Ch tlor;.a: Clerk Sipper • r Cr' Ta mie Mosley Clerk Sup rior Court Pa icipant ID: 720943750 i IRS SAA*' Sim tiSt: fiat ; AP M. Sit FSPIR '! �+'i nits SC ki DAN S IM wiNtIC # V. /[ , t r .Y r Pot mat Mit . AiLt7u's'Ep Mt . RAT OMSK. f010410 41, . TOTAL MUM :Wit: IN PAW Of i4,10 se WS tgd MOW( OR :' KAYS, Z. siSlimiNn O: ;Well c ,eTems so folx moor,. 5 AMY' tIPC04. a lsottos, xvikussm S moan izoo ssz t0:41: Illto..006AMCAttl inalOttt. . .SS s #SUS MD 415:4. 00,6 SW ca ms slum or wafts)* fir -Cs stl:' t*ot a :. Sri 1 440- iii40170 Watt #t). 0 41 :4C SANE a* TOM Fitt 401 .. In r 2ND AVENUE 60, tf� LO1: fait 4.1756. T. 2. TWO MO NAVE kIVENCt iiitC *0440 s`Q. FEE MOW SMOOT* SCNAIE MET -WIC. Ake . 6.. . poit . 4%0 R/W VTR CLEVAIE0 tom# 1. 01. 6.0+ .. KEG tIVAV 40 4. I.S . it-rx tun nier SA RI Vrt 0- 01.40 tx,,;.evisea roes 100-4,040 ... 1 061 4 te. It4spe mot L ' rt. `'2.4 . C DISTRICT. 'MU ISLAND , xD , C.HATKIN COUNTY:. O,RG i QOM & Mt ZS MVO .,L-31.1.rteFeti rot LAM PUILLIP 4 ' {} 3'.- % N 'ti � • RATE DP: 6. 20 3.55 ■ O co ATE INLET P: 5.96 3. 46 z_ OC LJ z 0 NICHMARK T NAIL IN WER POLE 7.98X\ A'JD 88) 0 ATE NLET i n 00 O 0 O N O • 0 00 ICI 36 636 6s 6.5 63\ BUILDING ITBACK LINE 65. 0 O off- A E 6 A°0 I HIV. 1306 2nc AVENUE I I v TIE ELEVATIONS TO EXISTING GRADE ALONG PROPERTY LINE. CONTRACTOR TO PROVIDE SMALL BERM IF NECESSARY TO PROHIBIT LOT DRAINAGE FROM ENCROACHING ON ADJACENT LOT. (TYPICAL ALL LOT LINES) 61 66 /8. 78' T 6.5 T 6.5 a 0 RESIDENCE FEE: 18.28' LOT 53-B WARD 4 PIN: 40007 15008 1308 2ND VENUE 2 6 0G6. 70 z U �� 653 11 6.5 6.5 E Q m 78. 78' \ 69 °00'00" W A\ASTASIA VAVAIS PHILLIPS LAY PHILLIPS PIN: 40007 15016 1310 2nd AVENUE 70 I BUI DIN SE BAC LI N / / G6g0 / 100 II O O x r DRAINAGE SWALE (TYPICAL) JULIE VI. BRI01\ PI\: 40007 15004 1307 LOVELL AVE\ (o .q �,3 7.3 6,7 ERA GE ELEVATION AV ALLOWED DRAINAGE SWALE (TYPICAL) TO BE ROUTED AROUND TREES WITHOUT HARMING ROOTS