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Home My Public Portal AboutSODA ROCK LN_11.pdfDATE ISSUED: 07-19-2019 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT NEW SINGLE FAMILY HOME 11 SODA ROCK LANE MICHAEL ROACH 11 SODA ROCK LANE TYBEE ISLAND GA 31328 MICHAEL ROACH 11 SODA ROCK LANE TY BEE ISLAND GA 31328 P $ 4,367.50 4-0026-04-018 $60,000.00 PERMIT #: 190391 TOTAL BALANCE DUE: $4,367.50 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-9539 www.cityoftybee.org CITY OF TYBEE ISLAND 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 Requ ✓ sets building plans _ 1 copy REScheck or COMcheck 1 copy certified survey showing existing ground elevations, flood zone(s), and trees -ti try , c6RkE3 a 1 set certified hydrology, drainage and erosion control plans c $250 plan deposit (will be forfeited if project is abandoned) check 19_o36n Street address I WA. 0 et LiNlq, PIN # --00„16. 01-0(P NAME MAILING ADDRESS PHONE Owner ( i C k' '\ ( Q 0i- L' 5 3 7 Home' j I Cell. L 5L 8 7 p s c Architect or Engineer ..---- 1 () �d�`C% ; (- Office: Cell: Contractor 7 , Office: Cell: Check all that apply: Details of project: New Construction ❑ Other ❑ Commercial 5411- 1\1,\A) 0 5` Residential Single Family ❑ Duplex ❑ Multi -Family units II Estimated cost of construction: $ 60 0 (c) A copy of the contract maybe requested. Construction type: (select appropriate number below) 1. wood frame 3. brick veneer 5. steel & masonry 2. wood & masonry 4. masonry 6. other: Lot area S C sq. ft. # floors I # buildings # bedrooms / # bathrooms # of egresses An elevator is not an accepted means of egress. Height r # units / 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. Total heated/cooled square footage ) o _ Flood Zone A, (QAE or VE) Base Flood Elevation Design Flood Elevation (BFE + 1 -foot) As -built setbacks: Front A 0 Rear t '-5 ( Sides (L) I 0 (R) Total driveway(s) r^= width )\...,-;r-1 feet # of openings I Culvert? � Swale? Number of off-street parking spaces Number of trees to be removed A separate tree removal permit is required. 3/10/2013 1 During construction on -site restrooms will be provided by 1\, A- '' . [l`cc Construction debris will be disposed by C�\C K c. l'__ by means of e- ) tecg Section 22-169 — When active work ceases on the project for the day a SECURE COVER sh II 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 10 business days to process. Signature of applicant: Printed name: M / C k P 4-1 Date: 9- ( 1 Zoning District The following will be completed by City of Tybee Island personnel. t I "Bs Flood Zone BFE Approved zoning action? Verified street address If new, has it been reported to MPC, CRC, etc.? %/- Number of egresses? Average adjacent grade 5 .3$ feet Drainage and Erosion Control plans approved? DFE ! I te-s New ✓ Existing _ Approval )Sj,i ature Date Building Official Water/Sewer Public Works Fire Chief Planning & Zoning / .J�jg 745.-0 2 0:6'6 Permit c235-; 00 Inspections •-)/ / 8'6$, 6'a ( Water Tap ��" ��`' . 00 CC Recovery ', // �D 00.60 I Sewer Stub `-t` " ,550 • CO Aid to Construction Engineering FEES 3606. 60 oi�t'ac2 . Sd Plan deposit refund TOTAL 14 367.5d 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://gaswcc.georgia.gov/. 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 February 2013 SIGNATURE OF ACKNOWLEDGEMENT Signature of contractor: 74(//('' / Date: Printed name: P4 'c&4 C1 k D A -c 3 Street address of project Plumbing company 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 �l (o04 R (hickxt 9-0 Plumbing contact person & phone numbers all 5 o - 7 2 b L Name of property owner(s) office Mt tkf -( Phone numbers of property owner(s) Details of project Residential co it AK, c_4-- LA; jyt,q Commercial R SQL L_ cell O e3 - 7d2 office cell 1xt 1 Ai <i v4-® Enter the required number of water taps/meters and sewer stubs: WATER TAP/METER SEWER STUB Number Meter Number of Taps Size of Stubs Stub Size 3/4" G{ / 4" 1" J 6" 1-1/2" 8" 2" Unauthorized use of water prior to installation of a water meter is prohibited. 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: 9/(i. Date: Printed name: Signature of contractor: Printed name: /1:2-61 •Aq go Date: - (g 4 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 !l 5614- t c7 esquire an infrastructure alteration permit? street address of project ❑ Yes Description of alteration: ' C peO v 4 00,-„%t{'g 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 requirements, and certify that I will obtain a separate permit prior to performing any alteration in accordance with these provisions. `, Signature of contractor: �// Printed name: 1 Date: 5 CITY OF TYBEE ISLAND Signature of owner: �1 Printed name: Signature of contractor: ie Temporary Electrical Service Affidavit Street address of project: 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 Lii///lY Printed name: , /C. '& .4( Date: Date: C t c-e4R �Ck ( (,°cia, -- c-ka_ (WO D S Q 6 Subcontractor List Street address of project: U 5024 Roc -4,c Provide the company name, business type, address, contact person, and phone numbers of all subcontractors. The City of Tybee Island requires annual Contractor Registration for all contractors. 1. Company , Business type 0w' ' r`f Address lb() 5 C ((4 (tip ,,1 A v Contact person n -� 2. Company Address Contact person -fi i f 62 6-Cb Cell number Office number Business type Cell number Office number gI25 i;9 7-A0 3. Company Business type Address Cell number Contact person Office number 4. Company Business type Address Cell number Contact person Office number 5. Company Business type Address Cell number Contact person Office number 6. Company Business type Address Cell number Contact person Office number Attach additional sheets if needed. 7 CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 5/25/2021 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 #: 190391 PROPOSED USE: NEW SINGLE FAMILY HOME OCCUPANCY TYPE: P CONTACT NAME MICHAEL ROACH CONTACT ADDRESS 11 SODA ROCK LANE CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 11 SODA ROCK LANE APPROVED BY: 1'. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org CERTIFICATE OF OCCUPANCY REQUIREMENTS As Applicable Peimit # Job Address Job Name J9-o3�f i i sow. -RoGk 1- h. Apo' Ovine Contractor Post house number (and unit numbers if applicable) Energy Code Compliance Certificate Pass Final Building inspections 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 N Pr Breakaway Wall Certificate (V -Zone only) NA' Mitigation of Trees V 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. Ng Drainage Certification from the City's Consulting Engineer Drainage Certification from the Director of Public Works Department FEMA Inspection from Planning & Zoning Manager U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official ------- -c-• •- __...r -....y, ...... %../ ..uu..Iny VVVI ici. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Michael Roach Policy Number: A2. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 11 Soda Rock Lane Company NAIL Number: City State ZIP Code Tybee Island Georgia 31328 A3 Property Descri tion (Lot d BI k N b OMB No. 1660-0008 Expiration Date: November 30, 2022 p um ers, Tax Parcel Number, Legal Description, etc. PIN# 40026 040189 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. N32°01'14.86" Long. W80°51'19.03" Horizontal Datum: ❑ NAD 1927 © NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b N/A sq in d) Engineered flood openings? ❑ Yes 0No A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No N/A SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number City of Tybee Island 135164 B4. Map/Panel Number 13051CO213 B5. Suffix G B6. FIRM Index Date 08-16-2018 B2. County Name Chatham B7. FIRM Panel Effective/ Revised Date 08-16-2018 B8. Flood Zone(s) AE B3. State Georgia B9. Base Flood E evation(s) (Zone AO, use Base Flood Depth) 9' and 10' B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile © FIRM 0 Community Determined [J Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 © NAVD 1988 0 Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes © No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 1 of 6 CATE OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 11 Soda Rock Lane Policy Number: City State ZIP Code Tybee Island Georgia 31328 Company NAIC Number SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones A1 —A30, AE, AH, A (with BFE), VE, V1 —V30, V (with BFE), AR, AR/A, AR/AE, Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico Benchmark Utilized: PID# CK0659 Vertical Datum: 1988 0 Finished Construction AR/A1—A30, AR/AH, AR/AO. only, enter meters. Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 0 NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Top bottom floor (including basement, crawlspace, or enclosure floor) 11.6 Check the measurement used. 0 feet ❑ meters a) of higher floor N/A ❑ feet ❑ meters b) Top of the next horizontal member (V Zones only) N/A ❑ feet ❑ meters c) Bottom of the lowest structural N/A ❑ feet ❑ meters d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building 13.1 in Comments) X feet meters (Describe type of equipment and location next to building (LAG) 5.9 V feet ❑ meters f) Lowest adjacent (finished) grade next to building (HAG) 6.2 0 feet ❑ meters g) Highest adjacent (finished) grade h) Lowest adjacent grade at lowest elevation of deck or stairs, including 7.1 feet ❑meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by I certify that the information on this Certificate represents my best efforts to interpret the data available. statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. law to certify elevation information. I understand that any false longitude in Section A by a licensed land surveyor? M Yes ❑ No X Check here if attachments. Were latitude and provided Certifiers Name License Number Gregory Harris 3080 RG Title Owner/President t' OSTER * NO. 3080 + 10 416,City `• Company Name Greg Harris Land Surveying, LLC Address 110 Suffolk Road State ZIP Code Savannah Georgia 31410 • ,ARV , Signature A', off•— Date Telephone Ext. �/ T/ 05-19-2021 (912) 898-1502 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) C2. e) is the top of the A/C platform. r..--.. o...... � .-a a FEMA Form 086-0-33 (12/19) Replaces all previous editions. ELEVATION CERTIFICATE IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 11 Soda Rock Lane City Tybee Island OMB No. 1660-0008 Expiration Date: November 30, 2022 FOR INSURANCE COMPANY USE Policy Number: State Georgia ZIP Code 31328 Company NAIC Number SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 —E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1 —E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet 0 meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet 0 meters 0 above or 0 below the LAG E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is 0 feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet 0 meters 0 above or 0 below the HAG 0 feet ❑ meters 0 above or 0 below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ® Yes 0 No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address Signature City State ZIP Code Comments Date Telephone ❑ Check here if attachments. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 11 Soda Rock Lane OMB No. 1660-0008 Expiration Date: November 30, 2022 FOR INSURANCE COMPANY USE, Policy Number: City Tybee Island State Georgia ZIP Code 31328 Company NAIC Number SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 —G10. In Puerto Rico only, enter meters. G1. 0 The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. 0 The following information (Items G4 —G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction 0 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in Zone AO) depth of flooding at the building site: G10. Community's design flood elevation: ❑ feet 0 meters ❑ feet 0 meters ❑ feet ❑ meters Datum Datum Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS ELEVATION CERTIFICATE See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 11 Soda Rock Lane City State ZIP Code Tybee Island Georgia 31328 OMB No. 1660-0008 Expiration Date: November 30, 2022 FOR INSURANCE COMPANY USE Policy Number: Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Photo One Photo One Caption Left Front View 5/15/2021 Photo Two Photo Two Caption Front View 5/15/2021 Clear Photo One FEMA Form 086-0-33 (12/19) Clear Photo Two Replaces all previous editions. Form Page 5 of 6 ELEVATION CERTIFICATE IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 11 Soda Rock Lane BUILDING PHOTOGRAPHS OMB No. 1660-0008 Continuation Page Expiration Date: November 30, 2022 FOR INSURANCE COMPANY USE City State ZIP Code Tybee Island Georgia 31328 Policy Number: Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. Photo Three Photo Three Caption Front Right View 5/15/2021 Clear Photo Three Photo Four Photo Four Caption Back view 5/15/2021 Clear Photo Four FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 6 of 6 Building Permit Number ( 1 — C 31 I Applicant's Name: r1c ( Roacc\ Site Address, Tax#, Parcel#: !' S ;{.a__(,. Owner's Name: Address: Telephone: Og 7?h L Telephone: I. All development — Base Flood Elevation Data Provided: A. The as -built elevation certification from a registered land surveyor or Professional engineer has been submitted? YES or NO B. The lowest floor elevation is at or above the required lowest floor elevation? cli'gb or NO C. Electrical, heating, ventilation, plumbing, air conditioning equipment (including duct work) and other service facilities are located above BFE or flood proofed? ES r NO II. Development in Zones A, AE, Al -A30 and All: A. Solid foundation perimeter walls located below BFE: 1. There are at least two (2) openings? 2. Square footage of enclosed area subject to flooding 3. Square inches of venting required 4. Square inches per opening (multiply I by w) 5. Number of required vents (3 above divided by 4 above) 6. Foundation contains the minimum number of vents? 7. The bottom of each opening is no higher than one (1) foot above grade? 8. Any cover on openings will permit the automatic flow of floodwaters In both directions? B. Base flood elevation and/or floodway data not available or AO Zones: 1. The lowest floor is at least one (1) foot above the highest adjacent grade? 2. The development meets the setback requirements of the ordinance? 3. If 2 above was "no", has a No -Rise Certification been submitted? Reviewer's Name: Date reviewed: B. Floodway data is provided. 1. Did this development encroach in the floodway? 2. Do the actual field conditions meet the proposed actions and technical date requirements? 3. If Cl was "yes", has a No -Rise Certification been submitted? Reviewer's Name: Date reviewed III. Development in Zones V, VE and V! -V30, VO (Coastal High Hazard Areas). A. Development location complies with all coastal setback requirements? B. Structure is securely anchored to pilings or columns and certification by a Registered, professional architect or engineer has been submitted? Reviewer's Name: Date reviewed: C. Walls permitted below the base flood elevation consist of decorative lattice work or, Where permitted, are breakaway and have been certified by a registered, professional Architect or Engineer? Reviewer's Name: Date reviewed: Local Administrator's Signature: City of Tybee Island 403 Butler Avenue - P.O. Box 2749 Tybee Island, Ga. 31328-2749 YES or NO YES or NO YES or NO YES OR NO YES or NO YES or NO YES or NO YES or NO YES or NO YES or NO YES or NO YES or NO YES or NO Date: 5`-2- 2-b 2( SURVEYORS GENERAL N OTES: 1. THIS PLAT IS SUBJECT TO ANY FACTS TH AT MAY BE DISCLOSED BY A FULL AND ACCURATE 77TLE SEARCH. 2. UNDERGROUN D UTILITIES NOT SHOWN HERON MAY BE ENCOUNTERED AND UTILITY LOCATIONS SHOWN ON 77-1/S PLAT MAY VARY IN 77-1E FIELD. 771E UTILITY PR OTECTION CENTER SHOULD BE CONTACTE D PRIOR TO BEGINNING AN Y CONSTRUCTION . 3. WETLANDS THAT MAY EXIST ARE UNDER THE JURISDICTION OF THE CORPS OF EN GINEER S AND/OR THE DEPT OF NATUR AL RESOURCES LOT OWNERS AND 77. 1E DEVELOPER ARE SUBJECT TO PEN ALTY BY LAW FOR DISTURBANCE TO 77-IESE PROTECTED AREAS WIIN OUT P ROP ER PERMIT APPUCATTONS AND APPROVAL. 4. ACCORDING TO F.I.R. M. M AP NO. 13051CO2130, EFFECTIVE DATE 8/16/2018, TH IS PARCEL SHOWN HEREON LIES IN ZON E AE -9 AND AE -10, A SPECIAL FLOOD HAZAR D AREA. 5. THIS MAP OR PLAT H AS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN 329,301 FEET REDUNDANT FIELD LINEAR MEASUREMEN TS WERE USED TO VERIFY M ONUMENT ACCURACY. 6. ELEVATIONS SHOWN AR E BASED ON NA VD 1988. 7. BUILDIN G SETBACKS, M ARSH SETBACK S SHOULD BE VER IFIED BY TYBEE ISLAND CITY OFFICALS, DEPARTMENT OF NATURAL RESOURCES AND/OR CHATHAM COUNTY BEFORE CONSTRUCTION OR DESIGN BEGINS S EQUIPMENT USED: SOKKIA SET 530R TOTAL STATION , SINGLE PRISM. 9. H EIGHT OF BUILDIG= 24.8' NA VD 88. REF EREN CE: 1. PLAT RECORD BOOK 28—P, PG. 88 2. PLAT RECORD BOOK T, PG. 70 THIS CERTIFICA TION, AS SHOWN HERON, IS PURELY A STAMENT OF PROFESSIONA L OPINION BASED ON KNOWLEDGE, INFORMATION A ND BELIEF, AND BA SED ON EXISTING FIELD EV IDENCE A ND DOCUMENTARY EVIDENCE AVAILABLE. THE CERTIFICATION IS NOT AN EXPRESSED OR IMPLIED WARRA NTY OR GUARANTEE. WHERE A CONFLICT EXISTS BETWEEN THE RULES OF THE GEORGIA BO ARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS AND O. C.G.A 15-6-67 , THE REQUIREMENTS OF LA W PREVAIL. 5/8" IRE SURVEYORS CERTIFICATION This plat is a retracement of an existing parcel or parcels of land and does not subdiv ide or create a new parcel or make any changes to any real property boundaries. The recording information of the documents, maps, plats, or other instruments which created the parcel or parcels are stated hereon. RECORDATION OF THIS PLAT DO ES NOT IM PLY APPROVAL OF ANY LOCAL JURISDICTION, A VAILABILITY OF PERMITS, COMPLIANCE WITH LOCAL REGULATIONS OR REQUIREMENTS, OR SUITA BILITY FOR ANY USE OR PURPOSE OF THE LAND. Furthermore, the undersigned land surveyor certifie s that this plat complies with the minimum technical standards for property surv eys in Georgia as set forth in the rules and regulations of the Georgia Board of Registration for Professional Engineers and Land Surveyors and as se t forth in O.C.G.A. Section 15-6-67. GREGORY J. HARRIS NO. 3080 DATE 5/8" IRF W /CAP 150.00' ��ORG 4 NO. 3080 4$ suRNIti� J. K , 5/8"IRF APPROX. LOCATION OF FLOOD LINE N 0 0 r I— N O O O z a 20' ACCESS AND UTILITY EASEMENT (PRB 28—P, PG. 88) OHP5/8"IRF(WlTNESS CORNER) OHP PIN: 40026 04012 JULEE WILETS LIVE OAK AVE 60' (UNOPENED) DNR 1 'W ATER DNR LINE DELINEATED APRIL 2019 DNR 2 DNR 3 S 65'08'00" E 50.00' DNR 25' BUFFER LOT 4 5.3' 0 CO U) r PORCH 5/8" IRE AT ROOT OF OAK TREE 10. 0' rn a; -00 IN u) IN 10. 2' 10. .4- 20.2' N 65'06'41" W 50.00' 1. 50' 6' WOO D FENCE 4) 0 O 'L O G) CO .C. 0 0 J 0 U y▪ i z m 5/8 IRE Capped ( WITNESS CORNER) 1.53' PIN: 40026 04011 CARRIE V AND PAUL W JR HARVILL ASBUILT SURVEY LOT 4, BLOCK 6, GARDEN WARD, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA P/N: 40026 04018 Al so K nown As: 11 Soda Rock Lan e Su rveyed For: Michael R oach 10 -1 20' SCALE: 1" = 20' l LEGEND • IRE —IRON ROD FOUND - 0- PP —POWER POLE BSL—Building Setback Line X X X FENCE LINE H OHP OVERHEAD POWER BENCHMARK NAIL IN 12" PALM ELEV.=8 .00' (NAVD 88) GREG HARRIS LAND SU RVEYI NG, LLC 110 S UF FOLK ROAD SAVANNAH, GEO RGIA 31410 PHONE NUMBER (912) 429-1833 CERTIFICATE OF AUTHORIZATION LSF# 1352 FIELD SURVEY DATE: 4/20/2019 & 5/15/ 2021 Ref Job 19-08 DATE: 5 /20 /2021 JO B# 21-15 GREG HARRIS LAND SURVEYING, LLC 110 SUFFOLK ROAD SAVANNAH, GEORGIA 31410 TELEPHONE: (912) 429-1833 May 30, 2021 George Shaw Planning & Zoning Manager City of Tybee Island, GA PO Box 2749 403 Butler Ave Tybee Island. GA 31323 Phone: 912-472-5030 Re: 11 Soda Rock Lane, Tybee Island, GA, PIN:40026 04018 Drainage Certification Based upon my field observations and survey, May 15, 2021, of the project, it is in my opinion that the work performed is in general conformance with the approved site plan and specifications revised June 27, 2019. Punchlist Items No punchlist items are remaining at this lime. if you need more information or have additional questions, please do not hesitate to contact me at my email, greg.harris@hotmail.com or by phone (912) 429-1833. Sincerely. Gregory J. Harris GA RLS #3080 -Hydrology and design authorized Certified Floodplain Manager MANDATORY COMPLIANCE CE R -I IFICA'Ch. 2020 Georg a Residential Energy Code Compliance Certificate Pus certftca:e s- l be posted on or near the electrical distribution panel or air handler Perron l House Address or Community/Lot# ▪ 2eclescriptie R101-404 Ceiling/Roof R -value [� -A Trade-off P.402.1.5 PESChecic; Keyed to 2015 IECC €xterior wall R -value andlor continuous) R -value Sr• -wed Performance: R405 Di =..y Rating index (E111); 8406 Score loped/vaulted ceiling R -value Kneewa Foundation (cavity and/or continuous) R -value Floors over unconditioned R -value - - R-2 Ack mature Jurisdiction Logo and/or Contact Information Here e (when mu1tfple values pgrgorponent, !1st covrrfts ties aI.11g • R-21 Above -grade mass wall R -value R-21 Cantilevered floors R -value R-21, R-13 Window/Glass Door SHGC 0.27 N-21 Window/Glass Door U•factar Compar.y i ne Skylight SHGC kylight U- or Contact jernailfphone) : Paertno. S,st m'Pipe Eff rie;scy (4FUE, l Cooling Syrsterr Type fifres;Lncyr (5i -di, Water t'eattr.g Type Efficiency (fF or HSPF. COP or allied' EER or other) • z- 3 . _ other) a 14 SEER. Heat pump ©titer fes n rawAred M isPe Rt irt.k onej t rta,st Suzy 4asa^rFd 51 Air conditioner 8.2 HSPF D Heat pump Other: Manual I. 5, D or equivalent complete? Vend'atien gn Raze Icheck one) Continuous . , intermittent _ _-- if intermittent, list runtime in min, per hour D Gas NI Electric [� Other: Design Ventilation Rate (CF M) 0.95 EF _ - NIT Yerifies Cort t`t t /h SET irPffftE, '!Dorse) l Sozo Energy john@sazoenergy.org - (706) 231-5053 j 0552717 Tel —% Pc. 5_ Ac -.1450 - MD *IoP Tlgttntrss z RIo Fan Floor x 60 / Therrr±s. Envelope Volume) _ Door Fan How (CFM50l 101.% _ ermal Envelope Volume (ft') •' Ctrs Envelope Tightness (ACNSO) I, multifamily unit and conducting rampling, this unit is not required to be tested. Mark N!A. • Tai: - 2010 x Fars Flow / Area Sen-ed) ted in Conditioned Space an f40w (CFM251 err ridIC A OW Duct uraYaf.t ICfM25/1 M Trstai (PIT) at Pmt Conatructon Total (PCT) Vet wrri D 0 1 Owner's Name Gen. Contractor Contact Information 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 a" MGM -M M. INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Date Needed Subcontractor Project Address Scope of Work Inspector Date of Inspection Inspection Past "1:21 Fail El Fee Inspection Pass 9 Fail El Fee Inspection Pass El Fail ❑ Fee Inspection Pass Fail ❑ Fee ii 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 :•'r4 111111111* 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 El Fee Inspection Pass Fail El Fee Inspection Pass 0 Fail a Fee Inspection 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 I tikuh 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 0, Fail El Fee Inspection Pass El Fail 0 Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass 0 Fail ❑ Fee City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 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 !C Pass Fail ® Fee Inspection P1t,votb R Pass E1 Fail ❑ Fee Inspection Pas Inspection � Al I rf(j- Aio ;16cec Fail ❑ Fee Pass ❑ Fail Fee CITY OF TYBEE ISLAND BUILDING PERMIT WATER METER PICK UP DATE ISSUED: 01/06/2021 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # NEW SINGLE FAMILY HOME 11 SODA ROCK LANE MICHAEL ROACH 11 SODA ROCK LANE TYBEE ISLAND GA 31328 MICHAEL ROACH 11 SODA ROCK LANE TYBEE ISLAND GA 31328 P $ 4,367.50 4-0026-04-018 PROJECT VALUATION $60,000.00 1 - 3/4" WATER METER PERMIT #: 190391 TOTAL BALANCE DUE: $ 0.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-9539 www.cityoftybee.org Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 \1» I ▪ qtr w ant INTERNATIONAL CODE COUNCIL MEMBER Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address 1/ 5OdL eOck Scope of Work C-C�) 1-1\ 61A\f Inspector ! ( ? Date of Inspectipn 3 r2'3 Inspection P4 / Fail ❑ Fee Inspection Pass 1:1 Fail ® Fee Inspection Pass U1 Fail ❑ Fee Inspection 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 1a INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Inspection Pas Fail El Fee Date of Inspection Inspection Pass Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection 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 aaiL‘ mama IREERNATIDNAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Inspection P J Fail E Fee Date of Inspection Inspection Pass Fail El Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Enter Approval Details https://wiringapproval.southerncompany.com/CreateApproval.aspx Site Map I Home I Contact Us W/A Approval Portal Home My Approvals Add Approval Search Manage Defaults User Profile Customer Service FAQs Contact Us Learn More GeorgiaPower.cam Welcome lisaroseschaaf Q Inspection Agency Information: TYBEE ISLAND Enter Approval Details Approval Information Inspection Agency Inspector Date Permit/Approval # Premise Id Type Classification Electrician Electrician Phone# Wring Approval Status Address Contact Name Contact Phone # Street # Street Name Also Known As Zip Date * Select One Select One 11/15/2019 12:25:29 PI " Select Type Select One Submitted Service Order Unit/Suite/Lot# "Select City Select Wiring Approval Number 11/15/2019 190391 02011 Southern Company. Al rights reserved. Privacy statement Terms of use User ID: lisaroseschaaf Select One State Select Save & Copy Save Only Print Type T -Pole Address 11 SODA ROCK Tybee Island, GA 31328 Submit Inspector's Notes Help I Log Out Inspector's Note Edit 1 of 1 11/15/2019, 12:25 PM Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection P Fail El Fee Inspection 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 Ruck Salmi INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Date Needed Subcontractor Inspection Pass El Fail ❑ Fee Inspection Pass ❑ Fail 0 Fee U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program OMB No. 1660-0008 Expiration Date: November 30, 2018 ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) balding owner; SECTION A — PROPERTY INFORMATION Al. Building Owner's Name Michael Roach A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 11 Soda Rock Lane FOR INSURANCE COMPANY USE Policy Number: Company NAIC Number. City Tybee Island State ZIP Code Georgia 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) PIN# 40026 04018 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. N32°01'14.86" Long. W80°51'19.03" Horizontal Datum: ❑ NAD 1927 0 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or endosure(s) N/A sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in d) Engineered flood openings? 0 Yes 0 No A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? 0 Yes EX No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name City of Tybee Island 135164 Chatham 84. Map/Panel Number 13051CO213 B5. Suffix G B6. FIRM Index Date 08-16-2018 B7. FIRM Panel Effective/ Revised Date 08-16-2018 B8. Flood Zone(s) AE B3. State Georgia B9. Base Flood E evation(s) (Zone AO, use Base Flood Depth) 9' and 10' B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 89: 0 FIS Profile ® FIRM 0 Community Determined 0 Other/Source: 811 Indicate elevation datum used foi BFE in Item 89: 0 NGVD 1929 a NAVD 1988 ❑ Other/Source: 812, Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 0 Yes ® No Designation Date: 0 CBRS 0 OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 co C co Avery templates are available at www, C) 0 a (6L£e-z9p-0oe-4) Jla3AV-of-o0e-L ELEVATION CERTIFICATE IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (Including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 11 Soda Rock Lane City Tybee Island State Georgia ZIP Code 31328 OMB No. 1660-0008 Expiration Date: November 30, 2018 FOR INSURANCE COMPANY USE Policy Number. Company NAIC Number SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 0 Construction Drawings* 0 Building Under Construction* *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al A30, AE, AH, A (with BFE), VE, V1 —V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: PID # CK0659 Vertical Datum: 1988 Finished Construction Indicate elevation datum used for the elevations in items a) through h) below. 0 NGVD 1929 0 NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support Check the measurement used. 11.6 x❑ feet ❑ meters N/A 0 feet ❑ meters N/A 0 feet 0 meters N/A 0 feet ❑ meters N/A ❑ feet 0 meters 6.1 0 feet ❑ meters 6.2 0 feet ❑ meters N/A 0 feet ❑ meters SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? Yes 0 No 0 Check here if attachments. certifiers Name License Number Gregory Harris 3080 Title Owner company Name Greg Harris Land Surveying, LLC Address 110 Suffolk Road city Savannah State Georgia ZIP Code 31410 Signature Date Telephone Ext. C?it.�l / 2//4/2 ('V / '/Z— VZ. 7- /833 Copy all pages of this`E ation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) C2(e)- per contractor, window units will be installed. Unknown of electrical or hot water heater elevation. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 11 Soda Rock Lane City State Tybee Island Georgia ZIP Code 31328 FOR INSURANCE COMPANY USE Policy Number: Company NAIC Number SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 —E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1 —E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is 0 feet 0 meters 0 above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is 0 feet 0 meters 0 above or 0 below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is 0 feet 0 meters ❑ above or 0 below the HAG. E3. Attached garage (top of slab) is 0 feet 0 meters 0 above or 0 below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is 0 feet 0 meters 0 above or 0 below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 0 Yes ❑ No 0 Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 11 Soda Rock Lane City Tybee Island State Georgia ZIP Code 31328 SECTION G - COMMUNITY INFORMATION (OPTIONAL) OMB No. 1660-0008 Expiration Date: November 30, 2018 FOR INSURANCE COMPANY USE Policy Number: Company NAIC Number The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 -G10. In Puerto Rico only, enter meters. G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 0 A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. 0 The following information (Items G4 -G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: 0 New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in Zone AO) depth of flooding at the building site: G10. Community's design flood elevation: ❑ feet 0 meters ❑ feet 0 meters ❑ feet 0 meters Datum Datum Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) 0 Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS ELEVATION CERTIFICATE See Instructions for Item A6. OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 11 Soda Rock Lane FOR INSURANCE COMPANY USE Policy Number: City State Tybee Island Georgia ZIP Code 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Photo One Photo One Caption Date taken 12114/2019, Front Left Clear Photo One Photo Two Caption Date taken 12/14/2019, Front Right Clear Photo Two FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS Continuation Page OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 11 Soda Rock Lane Policy Number: City State ZIP Code Tybee Island Georgia 31328 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. S s` J y` nor - .. - IA flell .111 ' . y`.4 _a — - Photo Three Photo Three Caption Date taken 12/14/2019, Finish Floor -front top view. Clear Photo Three Photo Four Photo Four Photo Four Caption Clear Photo Four FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 DATE ISSUED: 07-19-2019 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT NEW SINGLE FAMILY HOME 11 SODA ROCK LANE MICHAEL ROACH 11 SODA ROCK LANE TYBEE ISLAND GA 31328 MICHAEL ROACH 11 SODA ROCK LANE TYBEE ISLAND GA 31328 P $ 4,367.50 4-0026-04-018 $60,000.00 PERMIT #: 190391 TOTAL BALANCE DUE: $4,367.50 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-9539 www.cityoftybee.org s�8 70162c9 Homeowner Affidavit Date: Name: 4,1 -j ��oI Telephone Number: q 5 0 P 7.J. A L Address of Project: 1 k 5c A,Pr R b+`'_ k L A N To Whom It May Concern: I hereby certify that I am the owner of the above referenced dwelling and am requesting the right to perform the work detailed on the attached application. This is a single-family dwelling and this is (or will be, when the construction is complete) my primary, full-time, place of residence. I understand it is a violation of State law for me to hire anyone to assist me in this task. I understand that any violations of this agreement will be just cause for the permit to be voided and legal action may be taken against me which could result in loss of electrical service (Georgia Code Title 43 Chapter 41 [O.C.G.A. §43-41-17 2007]). Signature of Owner: (do not sign until in the pre ce of a Notary SUBSCRIBE TO AND SWORN BEFORE ME THIS 31 DAY OF ( NOTA PUBLIC My Commission Expires SHARON S. SWAVER Notary Public, Chatham County, GA My Commi.:rcion Expires Dec. 5, 2019 P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31328-2749 (912) 786-4573 — FAX (912) 786-9539 www.cityoftybee.org 20 DAVIS ENGINEERING PO Box 1663 Tybee Island, Georgia 31328 Tel. (912) 695-7262 dkdbus@gmail.com July 1, 2019 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: Lot 4 Soda Rock Lane, Michael Roach Dear Mr. Shaw: ! ( Sow.' .oQk I have reviewed the revised submittal from the Surveyor. My review is limited to drainage issues and land disturbing 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. . Within the scope of my design review, to the best of my knowledge and belief, it is my opinion the proposed work complies with the 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. 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. 22000608_ Chatham County Board of Assessors: 2018 Property Record Card ... http://boa.chathamcounty.org/DesktopModules/ChathamCountyB... 2018 Chatham County Board of Assessors Property Record Card 'APPRAISER STAFF !LOT 4 BLOCK 6 GARDEN WD TYBEE HOPKINS FIORELLA M & ALEXANDER R* CAMA ASMT LAST INSP 03/25/2016 I/ APPR ZONE 000008 � v � ` �1 152,700 SALES BOOK/ INS VI QU RSN PRICE PAGE 20 Jul 362S 487 WD V U FS 75,000 2010 GRANTOR:DARBY BANK & TRUST CO GRANTEE:HOPKINS FIORELLA M & ALEXANDER R* 01 Dec 3570 519 NA V U FC 160,000! 12009 GRANTOR:DARBYBANK & TRUST CO GRANTEE:DARBY BANK & TRUST CO 27 May 2881 0334 QC I U UX 2005 GRANTOR:FIDELITY CONSTRUCTION INC GRANTEE:REEVE HOWARD D 29 Apr 286X 0676 WD V Q QX 330, 000',. ;2005 1 GRANTOR:SODA PROPERTIES LLC GRANTEE:FIDELITY CONSTRUCTION INC 118 Mar 267J 728 WD I Q Q6 725,000, 2004 GRANTOR:MASTERPOLIS CHARLES ET AL GRANTEE:SODA PROPERTIES,LLC 'PERMITS TYPE DATE AMOUNT. 1040504 CO 26 Oct Issued 2005 040504 SF 09 Dec Issued 172,000 2004 'COMMENTS: 08 Mar 2011 01 Sep 2010 03 Mar2009 106 Dec 2004 TY11 RET VAL ENT TY11 362S/487: *SVRSHP TY09 RET VAL ENT NJV 3-3-09 2005 NEW PIN; SPLIT OUT OF 4-26-4-1 PRB 28P 88 12/6/04 PL 3 (64 [Click for larger picture] 1908 BROGDON ST52,700 SAVANNAH GA 31406 4-0026-04-018 SODA ROCK LN TYBEE ISLAND 52,700 LAND 1 BLDG 0 OBXF 01 52,700 Cost - MS j CODES PROPERTY 0006 RESIDENTIAL !USE UTA 0004 Tybee Island NBHD 020270.00 T270 TYBEE SCREVEN EXEMPTIONS HISTORY LAND IMPR TOTAL 2017 52,700 52,700 Cama 2016 52,700 52,700 Cama l 2015 51,300 51,300 Cama, 2014 51,300 51,300 Cama 1 2013 51,300 51,300 Cama' 2012 57,800 57,800 Cama; 2011 75,000 75,000 TRAN 2010 179,500 179,500 MAV 2009 179,500 179,500 Over 2008 179,500 179,500 Cama'. 2007 179,500 179,500 Cama l 2006 176,500 176,500 Cama 2005 116,000 116,000 Cama j 'LAND ID# USE DESC FRONT DEPTH UNITS /TYPE PRICE ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE 112528 RESIDENTIAL V L 50 90 1.00 -LT 125400.00 R1 B SZ-30 RE -40 52700 a y- oso1f (601 1 of 1 04/08/2019, 3:05 PM PROFESSIONAL LICENSIN GEORGIA SECRETARY OF STATE Licensee Details Licensee Information Name: Michael James Roach Address: 1605 Chatham a pobox337 Tybee Island GA 31328 Primary Source License Information Lic #: ER000650 Profession: Electrical Type: Electrical Contractor - Contractor Restricted Secondary: Method: Examination Status: Active Issued: 9/30/1987 Expires: 6/30/2020 Last Renewal Date: 6/14/2018 Associated Licenses No Prerequisite Information Public Board Orders Please see Documents section below for any Public Board Orders Other Documents RESCheckWeb - Project Details Page 1 of 3 Home » 11 soda rock - Energy Code: 2009 IECC Project Envelope Compliance (8,5%) ./ Project Info: 11 soda rock Energy Code Location Project Type Compliance Method Building Characteristics Construction Type Conditioned Floor Area Orientation - Front Faces Features Draft 2009 IECC Tybee Island, Georgia New Construction UA Trade -Off Cancel ? ` Q Edit ! El Report 1- and 2 -Family, Detached 360 ft2 (Disabled) All ducts and air handlers are located within conditioned spaces: No Thermally isolated sunroom: No Pool or inground spa: No Interior wood -burning fireplace: No Information (Optional) Construction Site Address Permit Number https://energycode.pnl.gov/REScheckWeb/ 5/30/2019 RESCheckWeb - Project Details Page 2 of 3 Permit Date Owner/Agent Name Company Address Phone Email Designer/Contractor Name Company Address Phone Email Notes CIE PRRTMFNT OF Energy Efficiency & ENERGY n w ble Energy (http://energy.gov/eere/office-energy-efficiency- renewable-energy) https://energycode.pnl.gov/REScheckWeb/ 5/30/2019 ku Uneckweb - Project Details Page 1 of 2 Home ;> 11 soda rock - Energy Code: 2009 IECC f, Project Envelope Compliance (8.5%) 15 Show less Ceilings / Skylights (1 assembly) Ceilings Ceiling Assembly Gross Area Flat Ceiling or Scissor Truss 1360 Walls / Windows / Doors (1 assembly) Walls Wall Doors Door Windows Window Foundations (1 assembly) Floors Floor Assembly Wood Frame, 16" o.c. Assembly Glass Door (over 50% glazing) Assembly Vinyl Frame Double Pane w/ Low -E Assembly All -Wood Joist/Truss Over Unconditioned Space Cancel i Edit_.; IN Report Continuous Cavity Insulation Insulation R -Value R Value 30 0 0 Glazing requirements U -Factor • 0.035 Continuous Cavity Insulation Insulation Gross Area R -Value R -Value U -Factor 360 ft' I 30 0 0.033 1 1� > Ltv.1 (http://www.energycodes.gov) Building Energy Codes https://energycode.pnl.gov/REScheckWeb/ 5/30/2019 l v. ��cexIN en - rroject Details Page 1 of 4 Home » 11 soda rock - Energy Code: 2009 IECC Project Envelope Compliance (8.5%) Draft 1 Cancel ? p Edit 15 Report V Compliance Status: Passes by 8.5% Compliance Method: UA Trade -Off, Max UA: 129, Your UA: 118 Requirements Checklist Envelope Systems Show less Air Leakage (4) 1 x [402.4.4] Fenestration that is not site built is listed and labeled as meeting AAMA /WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC 400 that do not exceed code limits. Requirement resolution Requirement resolution not specified yet 2 X [402.4.5] IC -rated recessed lighting fixtures sealed at housing/interior finish and labeled to indicate 552.0 cfm leakage at 75 Pa. Requirement resolution Requirement resolution not specified yet Plans reference page / section: None 3 X [403.5] Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Requirement resolution Requirement resolution not specified yet Plans reference page / section: None https://energycode.pnl.gov/REScheckWeb/ 5/30/2019 RESCheckWeb - Project Details Page 2 of 4 4 x [402.4.2, 402.4.2.1] Building envelope tightness verified by blower door test result of <7 ACH at 50 Pa. This requirement may instead be met via visual inspection, in which case verification may need to occur during Insulation Inspection. Requirement resolution Requirement resolution not specified yet Plans reference page / section: None Fenestration (1) 1 x [303.1.3] U -factors of fenestration products are determined in accordance with the NFRC test procedure or taken from the default table. Requirement resolution Requirement resolution not specified yet Plans reference page / section: None Insulation (6) 1 X [303.2.1] A protective covering is installed to protect exposed exterior insulation and extends a minimum of 6 in. below grade. Requirement resolution Requirement resolution not specified yet Plans reference page / section: None 2 X [303.1] All installed insulation is labeled or the installed R -values provided. Requirement resolution Requirement resolution not specified yet 3 x [303.2, 402.2.6] Floor insulation installed per manufacturer's instructions, and in substantial contact with the underside of the subfloor. Requirement resolution https://energycode.pnl.gov/REScheckWeb/ 5/30/2019 KESUbeckWeb - Project Details Page 3 of 4 Requirement resolution not specified yet Plans reference page / section: None 4 X [303.2] Wall insulation is installed per manufacturer's instructions. Requirement resolution Requirement resolution not specified yet Plans reference page I section: None 5 X [303.1.1.1, 303.2] Ceiling insulation installed per manufacturer's instructions. Blown insulation marked every 300 ft2. Requirement resolution Requirement resolution not specified yet Plans reference page / section: None 6 X [402.2.3] Attic access hatch and door insulation >R -value of the adjacent assembly. Requirement resolution Requirement resolution not specified yet Plans reference page / section: None Plan Review (1) 1 X [103.2] Construction drawings and documentation demonstrate energy code compliance for the building envelope. Requirement resolution Requirement resolution not specified yet Plans reference page / section: None https://energycode.pnl.gov/REScheckWeb/ 5/30/2019 RESCheckWeb - Project Details Page 4 of 4 Post Construction (1) 1 x [401.3] Compliance certificate posted. Requirement resolution Requirement resolution not specified yet U.s. ©EPARPOCNT OF Energy Efficiency c ENERGYRenewable Energy (http://energy.gov/eere/office-energy-efficiency- renewable-energy) (http://vwvw.energycodes.gov) Building Energy Codes https://energycode.pnl.gov/REScheckWeb/ 5/30/2019 6/27/2019 RE: Lot 4, Block 6, Garden Ward, Tybee Island, Chatham County, Georgia Pin: 4-0026-04-018 Also Known As: 11 Soda Rock Lane For: Michael Roach Engineering and Drainage narrative: Based on the calculations provided, the existing conditions and the measures that will be taken during construction, it is in my professional opinion that the property will drain accordingly, the existing swales will accommodate the run-off and have no adverse impact on existing properties or environmentally sensitive areas. Gregory i Harris Licensed Professional Land Surveyor No. 3080 Georgia 1/2 of lot - 1 1 Soda Rock 4ubca) each Link Routing Diagram for Soda Rock Prepared by {enter your company name here}, Printed 6/24/2019 HydroCAD® 10.00-19 s/n 03510 © 2016 HydroCAD Software Solutions LLC Soda Rock HydroCAD® 10.00-19 s/n 03510 © 2016 HydroCAD Software Solutions LLC Area Listing (all nodes) Area CN Description (acres) (subcatchment-numbers) 0.050 77 1/8 acre lots, 65% imp, HSG A (1S) 0.050 77 TOTAL. AREA Printed 6/24/2019 Page 2 Soda Rock Printed 6/24/2019 HydroCAD® 10.00-19 s/n 03510 © 2016 HydroCAD Software Solutions LLC Pape 3 Soil Listing (all nodes) Area Soil Subcatchment (acres) Group Numbers 0.050 HSG A 1S 0.000 HSG B 0.000 HSG C 0.000 HSG D 0.000 Other 0.050 TOTAL. AREA Soda Rock HydroCAD® 10.00-19 s/n 03510 © 2016 HydroCAD Software Solutions LLC Printed 6/2ace P 4 Page 4 4/2019 Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment (acres) (acres) (acres) (acres) (acres) (acres) Cover Numbers 0.050 0.000 0.000 0.000 0.000 0.050 1/8 acre lots, 65% imp 1S 0.050 0.000 0.000 0.000 0.000 0.050 TOTAL AREA Soda Rock Type III 24 -hr 25 -Year Rainfall=7.92" HydroCAD® 10.00-19 s/n 03510 © 2016 HydroCAD Software Solutions LLC Printed 6/24/2015 Page 5 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: 1/2 of lot -11 Soda Rock Runoff Area=0.050 ac 65.00% Impervious Runoff Depth>4.88" Tc=10.0 min CN=77 Runoff=0.26 cfs 0.020 af Total Runoff Area = 0.050 ac Runoff Volume = 0.020 af Average Runoff Depth = 4.88" 35.00% Pervious = 0.017 ac 65.00% Impervious = 0.032 ac Soda Rock Type III 24 -hr 25 -Year Rainfall=7.92" HydroCAD® 10.00-19 s/n 03510 © 2016 HydroCAD Software Solutions LLC Printed 6/2Page 6 Page 6 Summary for Subcatchment IS: 1/2 of lot -11 Soda Rock Runoff = 0.26 cfs @ 12.14 hrs, Volume= 0.020 af, Depth> 4.88" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24 -hr 25 -Year Rainfall=7.92" Area (ac) CN Description 0.050 77 1/8 acre lots, 65% imp, HSG A 0.017 35.00% Pervious Area 0.032 65.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment IS: 1/2 of lot -11 Soda Rock Hydrograph 0.28- 0.26 0.24-- 0.22- 0.2- 0.18- 46 0.16 0.14— o . LL 0.1 0.08- 0.06- 0.04 0.02 0 5 6 7 n o 10 11 12 13 14 Time (hours) 15 16 17 18 199 20 Type III 24 -hr 25 -Year Rainfall=7.92" Runoff Area=0.050 ac Runoff Volume=0.020 af Runoff Depth>4.88" Tc=10.0 min CN=77 Runoff Q = VA = 1.49/n*R^2/3*S^0.5*A Eastern Ditch Western Ditch Area Area A = 1/2*D*W A = 1/2*D*W D = 0.97 ft D = 1.57 ft 5.13-4.16 4.96-3.39 W= 12ft W= 12ft A = 5.82 sf A = 9.42 sf Hydraulic Radius R = A/Pw Pw = R= n= S= 12.16 Hydraulic Radius R = A/Pw Pw = 12.40 0.48 R = 0.76 0.035 0.0167 ft/ft n= 5= 0.035 0.0231 ft/ft Q = 19.59 cfs Q = 50.73 cfs Maximum Capacity Q 1/2 = 9.80 cfs Q 1/2 = 25.36 cfs 1/2 of Max Capacity Q25 = 0.26 cfs Q25 = 0.26 cfs Flow from Lot 11 Q25 < 01/2 - therefore existing ditches are adequate LOT 4, 11 SODA ROCK LANE, TYBEE ISLAND, GA. FOR MICHEAL ROACH 6/24/2019 Precipitation Frequency Data Server NOAA Atlas 14, Volume 9, Version 2 Location name: Tybee Island, Georgia, USA* Latitude: 32.02080, Longitude: -80.8554° Elevation: 3.99 ft** * source: ESRI Maps ** source: USGS POINT PRECIPITATION FREQUENCY ESTIMATES Sanja Perica, Deborah Martin, Sandra Pavlovic, Ishani Roy, Michael St. Laurent, Carl Trypaluk, Dale Unruh, Michael Yekta, Geoffery Bonnin NOAA, National Weather Service, Silver Spring, Maryland PF tabular I PF graphical 1 Maps & aerials PF tabular (Duration 5 -min I 10 -min 15 -min 30 -min 60 -min 2 -hr 3 -hr 6 -hr 12 -hr 24 -hr 2 -day J 3 -day 4 -day 7 -day 10 -day 20 -day 30 -day 45 -day l 60 -day 1 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partia duration series (PDS). Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values. https://hdsc.nws. noaa.gov/hdsc/pfds/pfds_printpage.html?lat=32.0208&Ion=-80.8554&data=depth&units=english&series=pds PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)1 1 0.591 (0.470-0.747) 0.866 (0.688-1.09) 1.06 I 1.19 (0.839-1.33) I (0.943-1.50) 1.52 (1.21-1.93) 2 5 0.665 (0.528-0.841) 0.973 (0.773-1.23) 1.95 (1.55-2.46) 2.37 (1.90-2.98) 2.59 (2.08-3.24) 2.99 (2.41-3.71) 3.45 (2.80-4.26) 4.10 (3.35-5.02) 4.90 (4.03-5.97) 5.30 (4.37-6.43) 5.61 (4.64-6.79) 6.51 (5.42-7.83) 7.31 (6.11-8.77) 9.53 (8.01-11.4) 0.785 (0.622-0.996) 1.15 (0.910-1.46) 1.40 (1.11-1.78) 1.73 (1.38-2.19) 2.20 (1.75-2.79) 2.68 (2.14-3.36) 2.92 (2.34-3.66) 3.43 (2.76-4.26) 4.09 (3.32-5.06) 4.86 (3.97-5.97) 5.64 (4.64-6.88) 6.10 (5.03-7.41) 6.48 (5.36-7.85) 7.49 (6.23-9.02) 8.35 (6.97-10.0) 10.7 (8.99-12.8) 11.5 12.8 (9.67_13.6) (10.8-15.2) 14.1 It 15.7 (11.9-16.6) 1 (13.3-18.6) 16.4 (13.9-19.3) 18.4 (15.6-21.7) 2.07 (1.64-2.63) 2.64 (2.09-3.35) 3.21 (2.55-4.04) 3.52 (2.81-4.42) 4.23 (3.41-5.28) 5.24 (4.24-6.49) 6.23 (5.08-7.67) 7.01 (5.75-8.58) 7.56 (6.22-9.21) 8.03 (6.62-9.76) 9.20 (7.63-11.1) 10.1 (8.44-12.2) 12.7 (10.7-15.2) 15.1 (12.7-18.0) 18.5 (15.6-22.0) 21.7 (18.3-25.6) Average recurrence interval (years) I 25 10 0.886 (0.698-1.13) 1.30 (1.02-1.65) 1.58 (1.25-2.02) 2.35 (1.85-3.00) 3.01 (2.37-3.84) 3.68 (2.92-4.66) 4.07 (3.23-5.13) 4.99 (3.99-6.25) 6.28 (5.06-7.83) 7.48 (6.06-9.26) 8.30 (6.77-10.2) 8.91 (7.29-10.9) 9.44 (7.75-11.5) 10.7 (8.84-13.0) 11.7 (9.71-14.2) 14.5 (12.1-17.4) 17.1 (14.3-20.5) 20J (17.5-24.8) 24.3 (20.5-28.9) 1.02 (0.783-1.35) 1.50 (1.15-1.98) I 1.83 (1.40-2.41) 50 1.13 (0.848-1.52) 1.66 (1.24-2.23) 2.74 (2.09-3.61) 3.56 (2.73-4.72) 4.38 (3.39-5.80) 4.90 (3.82-6.51) 6.14 (4.83-8.13) 7.85 (6.20-10.3) 9.37 (7.45-12.2) 10.3 (8.25-13.4) 11.0 (8.82-14.2) 11.6 (9.31-14.9) 13.0 (10.5-16.5) 14.1 (11.4-17.8) 17.1 (13.9-21.4) 19.9 (16.2-24.8) 24.0 (19.6-29.7) 27.9 (22.8-34.3) 2.02 (1.51-2.72) 3.03 (2.27-4.07) 3.99 (3.00-5.39) 4.95 (3.75-6.66) 5.61 (4.27-7.54) 7.12 (5.46-9.55) 9.17 (7.07-12.2) 11.0 (8.50-14.5) 12.0 (9.38-15.8) 12.7 (9.98-16.7) 13.4 (10.5-17.4) 14.8 (11.7-19.1) 16.0 (12.6-20.5) 19.1 (15.2-24.4) 22.2 (17.7-28.1) 26.5 (21.2-33.3) 30.7 (24.5-38.3) 100 1.24 (0.901-1.71) 1.82 (1.32-2.51) 2.22 (1.61-3.06) 3.33 (2.42-4.60) 4.44 (3.23-6.17) 5.56 (4.08-7.69) 6.36 (4.70-8.81) 8.19 (6.09-11.3) 10.6 (7.91-14.5) 12.7 (9.53-17.2) 13.8 (10.5-18.7) 14.6 I 16.7 1 (11.1-19.7) (12.2-23.1) 1 15.3 (11.6-20.4) 16.8 I 18.9 (12.8-22.3) [(13.9-25.8) 18.0 (13.8-23.7) 200 1.35 (0.945-1.93) 1.98 (1.38-2.82) 2.41 (1.69-3.44) 3.63 (2.54-5.17) 4.92 (3.45-7.05) 6.21 (4.39-8.87) I 7.19 (5.11-10.3) 9.36 (6.70-13.3) 12.1 (8.72-17.1) 500 1.50 (1.01-2.21) I 2.19 (1.48-3.23)1 2.67 (1.81-3.94) 4.03 (2.72-5.93) 5.57 (3.77-8.24) 7.12 (4.86-10.5) ( 8.37 (5.74-12.3) 11.0 (7.62-16.2) 14.3 (9.93-20.8)1 1000 I 1.61 (1.06-2.42)! 2.36 (1.55-3.54) 2.87 (1.90-4.32) 4.33 (2.85-6.50) 6.09 (4.01-9.15) 7.85 (5.21-11.7) 9.32 (6.22-13.9) 12.4 (8.32-18.3) 16.0 (10.8-23.6) (10.5-20.3) 14.5 15.9 (11.6-22.1) 17.1 (12.0-24.8) 18.8 (13.3-27.0) 19.6 (13.9-28.1) 17.3 (12.7-23.9) 21.3 (16.4-27.9) 24.5 (19.0-31.9) 1 29.1 (22.5-37.6) 33.4 (25.9-42.9) 20.3 (14.4-28.9) 20.1 (14.9-27.4) 23.6 (17.6-31.9) 26.9 (20.1-36.2) 31.6 (23.7-42.2) 21.8 (15.5-30.8) 23.0 (16.5-32.4) 26.8 (19.2-37.4) 30.2 (21.8-42.0)'. 35.1 (25.4-48.4) 36.1 (27.0-47.9) 639.5 (28.6-54.2) 19.3 (13.1-28.1) 21.2 (14.5-30.7) 22.0 (15.1-31.8) 22.6 (15.6-32.6) 24.1 (16.7-34.5) 25.4 (17.7-36.2) 29.3 (20.5-41.5) 32.8 (23.1-46.3) 37.7 (26.6-53.0) 42.1 (29.8-59.1) 1/4 6/24/2019 Precipitation Frequency Data Server }Please refer to NOAA Atlas 14 document for more information. Back to Top PF graphical PDS-based depth -duration -frequency (DDF) curves Latitude: 32.0208°, Longitude -80.8554° 45 40 35 +, 30 a. -c 25 c m 20 o. v 15 10 5 0 c cc c E E E •E IA O Ill Q 45 40 35 c 4-, 30 4 a- i 25 c 7, 20 o. L3 15 10 5 0 1 2 5 10 25 50 100 200 Lip L I_ h.. >, >' >, >, >, >, >. >, CJ 4 -CJ -to -a -a 7 "a a -0 7 r -I N [44 I'7 4 N. 6 Duration NOAA Atlas 14, Volume 9, Version 2 Average recurrence interval (years) ri N '.b' IOiD 500 1000 Created (GMT): Tue Jun 25 00:26.40 2019 Back to Top Maps & aerials Small scale terrain Average recurrence interval (years) — 2 — 5 — 10 — 25 — 50 — 100 — 200 - 500 — 1000 Duration 5 -min — 2 -day — 10 -nun — 3 -day 15 -min — 4 -day 30 -rein — 7 -day — 60 min — 10 -day - 2 hr — 20 -day - 3r — 30 -day - 6-tv — 45 -day - 12 tir — 60 -day — 24 -hr https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?tat=32.0208&Ion=-80.8554&data=depth&units=english&series=pds 2/4 6/24/2019 Precipitation Frequency Data Server Tybee Island 'Savannah Beach shins lo.ta1 Large scale terrain Muyus:a Large scale map I urthatuttestnn: NutPIeasent North Charleston ,. Nit Pleasant Ch artes ton' 0, Sa4nnah rime.* immi 100km 60mi Large scale aerial https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=32.0208&Ion=-80.8554&data=depth&units=english&series=pds 3/4 F/24'2019 Precipitation Frequency Data Server Pack to Top orty rharie ton •Present on .• US Department of Commerce National Oceanic and Atmospheric Administration National Weather Service National Water Center 1325 East West Highway Silver Spring, MD 20910 Questions?: HDSC.Questions@noae.gov Disclaimer https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=32.0208&Ion=-80.8554&data=depth&units=english&series=pds 4/4 S URVEYORS GENERAL N OTES: 1. THIS PLAT IS SUBJECT TO AN Y FACTS THAT MAY BE DISCLOSED BY A FULL AN D ACCURATE TITLE SEARCH. 2. UNDER GROUND UTILITIES NOT SHOW N H ERON MAY BE ENCOUNTERED AND UTILITY LOCATIONS SHOWN ON THIS PLAT MA Y VARY IN THE F IELD. THE UTILITY PROTECTION CEN TER SH OULD BE CONTACTED PRIOR TO B EGIN NING AN Y CONSTRUCTION. 3. WETLANDS TH AT MA Y EX IST A RE UNDER THE JURISDIC710N OF THE CORPS OF ENGINEERS AN D/OR THE DEPT. OF NA TURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PEN ALTY BY LAW FOR DISTURBANCE TO TH ESE PROTECTED AREAS III THOUT PROPER P ERM IT APPLICATION S AND APPROVAL. 4. ACCORDIN G TO F. I. R. M. MAP N O. 13051 002136 , EFFECTIVE DATE 8/16/2018, THIS PARCEL SH OW N HEREON LIES IN ZON E AE -9 AN D AE -10 A SPECIAL FLOOD HAZARD AREA. 5. THIS MAP OR PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE WITH IN ONE FOOT IN 329,301 FEET REDUNDANT FIELD LINEAR M EASUREMENTS WERE U SED TO VERIFY MONUMENT ACCURACY. 6. ELEVATIONS SHOWN ARE BASED ON NA VD 1988. 7. BUILDING SETBACK S, MARSH SETBACKS SHOULD BE VERIFIED BY TYBEE ISLAND CITY OFFICALS, DEPARTMENT OF NATURAL RESOURCES AND/OR CHATHAM COUN TY BEFORE CONSTRUCTION OR DESIGN BEGINS. 8. EQUIPMENT USED: SOKK/A SET 530R TOTAL STATION, SIN GLE PRISM. R EFERENCE: 1. PLA T R ECORD BOOK 28—P, PG. 88 2. P LA T RECOR D BOOK T, PG. 70 THIS CERTIFICATION, AS SHOWN HERON, IS PURELY A STAMENT OF PROFESSIONAL OPINION BASED ON KNOWLEDGE, INFORMATION AND BELIEF, AND BASED ON EXISTING FIELD EVIDENCE AND DOCUMENTARY EVIDENCE AVAILABLE. THE CERTIFICATION IS NOT AN EXPRESSED DR IMPLIED WARRANTY OR GUARANTEE. WHERE A CONFLICT EXISTS BETWEEN THE RULES OF THE GEORGIA BOARD OF REGISTRATION FO R PROFESSIONAL ENGINEERS AND LAND SURVEYO RS AND O. C. G. A 15-6-67 , THE REQUIREMENTS OF LAW PREVAIL. LiJ z w z 5/8" IRF SURVEYORS CERTIFICATION This plat is a retracement of an existing parcel or parcels of land and does not subdiv ide or create a new parcel or make any changes to any real property boundaries. The recording information of the documents, maps, plats, or other instruments which cre ated the parcel or parcels are stated hereon. RECORDATION OF THIS PLAT DOES NOT IMPLY APPROVAL OF ANY LOCAL JURISDICTION, AVAILABILITY OF PERMITS, COMPLIANCE WITH LOCAL REGULAT IONS OR REQUIREMENTS, OR SUITABILITY FOR ANY USE OR PURPOSE OF THE LAND. Furthermore, the undersigned land surveyor certifies that this plat complies with the minimum technical standards for property surveys in Georgia as set forth in the rules and re gulatio ns of the Ge orgia Board of Registratio n for Professional Engineers and Land Surveyors and as set forth in O.C.G.A. Section 15-6-67. u444 GREGORY J. < P IS NO. 3080 y/2 DATE 5/8" IRF W/CAP 150.00' . 00' APPROX. LOCATION OF FLOOD UNE DNR 1 5/8"IRSr .96 5.49 LIVE OAK AVE 60' (UNOPENED 33W,ATER D 3 `O _DNR92 411111M OIMINP S 65VCOO" E 50490:- 4.00 R 25 x 1 x is xtx- x•-•• � _ x 5.96 L30' BSL J 5. 76 5.2q 4. 37 5.18 .T WLAT S x 5.05 25' ACCESS AND UTILITY EASEMENT 5.33 5. 12 5.19 5/8"IRS(WITNESS CORNER P OHP .50' PIN: 4-0026-04-012 JULEE WILETS GRAVEL DRIVE WOOD FENCE RLINE DELINEATED A PRIL 2019 3,8 DNBR 3 5/8" IRF AT ROOT OF OAK TREE 5. 59 5.62 5.66 x 5 .20 5 .82 IRF W/CAP(WITNESS CORNER) PP 1.53' PIN: 4-0026-04-011 CARRIE V AND PAUL W JR HARVILL TOPOGRAPHIC SURVEY LOT 4, BLOCK 6, GARDEN WARD, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA P/N: 4-0026-04-018 Also Known As: 11 Soda Rock Lane S urveyed For: Mi chael Roach 0 20' SCALE: 1 " = 20' LEGEND 0 IRS —IRON ROD SET •IRF—IRON ROD FOUND -0- PP —PO WER POLE X X FENCE UNE OHP IRF W CAP 1.51' OVERHEAD POWER BENCHMARK NAIL IN 12" PALM ELEV.=8.00' (NAVD 88) GREG HARRIS LAN D SURVEYOR 110 SUFFOLK ROAD SAVAN NAH, GEORGIA 31410 PHONE N UMBER (912) 429-1833 FI ELD SURVEY DATE: 4/20/2019 DATE: 4/23/2019 J08B 19-08 01 S E5° 08'00" E 50.ab'. FIE" RRF } OVER CHF /30' ACCESS AND UTILITY EASEMENT - , aDE4I• •# F REFERENCE FEB T 70 0 ACCORDING TO THE F. I.R,24. DATED 8/;7/80 THIS SITE IS WITHIN FLOOD ZON E A --I RFC I3 - J. WiIITLEY RE YNOLDS LA ND SURVEYOR 6311 STEPHENSON AVENUE SUITE C SAVANNAH, GEORGIA 31405 TELEPHONE: 912-352 0464 FAR: 912-352-7767 0 11 16 12 LIVE OAK AVENUE 60' R/W (UNOPENED) NOTE ALL. CORNERS ARE 5/e" RENARS SE# UNLESS NOTED OTHERWISE. REV ISED APRIL. N, N004 TO 5110W 20' ACCESS AND UTILITY EA. SEHEN1'. REVISED JANUARY 13, 2004 TO SHOW 30' AC CES3 AND LIMIT EASEMENT ON LOT I REVISED SEP"ELRER 23. 2003 7O SHOE OA ONE ID UNE EQUIPMENT TOPCON AP-LIA ERRO R OF CLOSU RE LINEAR 1/24,800 Mt- n'/AN46I; ALANCED BY, L. S PLA T. I/ 1311.300 0 110 SCALE 1" = 30' DATE: AUGUST O. 2003 SURVEY DATE: AUGUST 7 2003 PLAT FILE NO 03- 13 5 -H 95°08'00"E AREA = 3[,464 Sr 30 0 30 GRAPHIC SCALE - FEET GA- DER ID- LINE. 50.00' 15 90 H Cv 7 50,00' 0 9 17 PLAT OF LOTS 2, 3, 4, 5, 6, 7 & 8, BLOCK 6, GARDEN WARD, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA FOR: SODA PROPERTIES i LEGEND ITEM TO PO CO NT OURS DRAINAGE F LOW A RROWS TO P OF P ARKIN G SLAB EXISTIN G PROPOSED IF G. 12.3 . 12•••••• TP S 12.90 + y6 NOTES: I CONTRACTOR IS TO COORDINA TE ALL GAS, LIGHT ING, ELE CT RICA L, P HO NE, C AB LE AN D AN Y OT HER REQ UIRED UT ILIT IE S WIT H TH E APPROP RIAT E UTILITY AGENCIES. 2. CO NTRACTO R IS RESPO NS IBLE FOR LO CATING ALL EXISTING U TIL ITIE S PRIOR TO COMMEN CING OF C ONST RUCTIO N AC TIVITIES AND F OR A VOIDIN G CON FLICT WITH SAME. A NY D AMAGE 70 EX IS TING UT ILITIES SHA LL BE R EPAIRED AT THE EXPENSE OP TH E CONTRAC TOR. 3. CONTRACTOR IS TO COORDINAT E A LL D EMOLIT ION WOR K WITH T HE OWN ER. ALL ITEM S NOT TO BE RELOCATED OR GIVE N TO THE OWN ER WILL BECO ME THE PR OPE RT Y OF T HE CONT RACTOR . 6/S° ION ON 1,e' 4. R EMOVE ALL UND ER GROUND UTILIT IES NOT TO BE U TILIZED . DO NOT ABAND ON UTILIT IES IN PLACE 5. REMOVE AL L T RE ES AS NECES SARY FO R PR OPOSED C ON ST RUCTION . 6. PREVE NT DA MAG E TO EXISTIN G TREES WHER E POSS IBLE. X T REES TO BE REM OVE D. GENERAL BUILD IN G IN FORMA TION NOT ES: 1. PROP OSED BUILDIN G FOO TPRINT • 1,136 er (envelope, 2. PROPOSED BUILD IN G FIN ISH ED FLOO R ELEVATIONS ARE TO BE SE T AS PER FEMA FLO OD STUDY MAP S AND AS PER THE CITY OF T YBEE ISLA ND, G EORGIA ORD IN ANCES. 3. PROPO SED BU ILD IN GS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION WHICH WILL SAT ISFY FEM A E LEV ATION AND FEM A ZONE REQUIREM ENTS. G ENERA L DRAINAG E NOTES: I. T HE NE W BU ILDING WILL R ES ULT IN AN INCREASE RUN-O FF OF 0 .10 Cl. DUE TO IN CREA SED IMPERVIOU S ARE A DURING THE 25 YEAR ST ORM. - 2. T HE SIT E WILL NE ED TO BE GR ADE D AS S HOWN AND AS DICTA TED BY EX IS TIN G COND ITIO NS WHICH CAN NOT BE F ORSE EN TO ALLO W FOR PROPE R DRA INAGE. 4. O UT FA LL FOR THE PROJECT WILL BE DICTA TE D BY EXISTING C ONDITIONS WIT HIN THE CITY OF TYBE E EXISTING DR AINAGE SYS TEM A ND EASEMENT S. STREAM BUFFER ENCROACHMENT NOTES• 1. NEW CT RUCTUREC-AN -PH%S PR AJECT DO NOT _1NORe. S rRC AM • 2. NO N-EXEMPT ACTIVIT IES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREA M BUFFER AS MEA SURED FROM THE POINT OF WRESTED VEGETAT IO N WITHOUT FIRST OBTAINING THE NECESSARY VARIA NCES A ND PERMITS. LICE OAK LANE 60' R/W (UNOPENED) + R' LOT 5 REL OCA TE EXISTING SWA LE TO T HE WEST - FILL EXISTING SWA LE TO ELEVATION 5 .5s 20. S SL EENTI iG 20' ACCESS & =ITT (MORN N AO SODA BOCK CLAM -:�\- --- 6/6° IN ow 1 1Y 60.00S - ^2G 4 0 q S 65°08'00"E? h tipu 0' c.:4‘ peg' 50.00' - 6/6° ABT ROAD TO BE GRADE D IN TH IS AREA TO A LLOW FOR DRA INAGE WITH A MAX. LON GIT UD INAL SLOPE OF 0.511 - REM OVE AN D REP LACE R OCK S URFAC E AS NECESS ARY - SEE DET AILS ON TH IS SHE ET 65.08' -0l 'W 100.00 P518 IQr 6.70 Ram „908) PROP OSED SITE PLAN P r /0' LOT WILL BE LANDS CAP ED ACCORD ING TO PRINCIPLES SET OUT IN 2 DNR - R ELATED DOCUME NTS 1. "RIPARIA N BUF FERS IN Y OUR BACK YARD. FO R C HAT HAM COUNTY AND THE G EORGIA COAST" 2. "COA STA L STORMWA TER SUPP LE MEN T TO TH E G EOR GIA STORMWATER MANAG EMENT MANUA L" EL. SHO WN ON PLAN 3 EXISTING GRADE SEE PLANS 4" MIN) GRAVEL (no t soft R) #57 PREFERRED WITH #68 BEING THE SMALLEST ACCEPTABLE SIZE TYPICAL GRAVEL SECTION i 9 ROAD TO BE GRADED N THIS AREA TO ALLOW F OR DRAINA GE WITH A MAX. LONGITUDINAL SLOPE OF 0.5X - REMOVE AND REPLACE ROCK SURFACE AS NECE SSA RY - SEE D ETAILS ON TH IS SHEET EL. SHOWN ON PLAN SWALE DETAIL red r ti A DRIVE SURFA CE TO BE CONSTRUC TED OP PERMEABLE MAT ERIALS AS PER CITY OP T YBE E IS LAND O RDINANC ES A ND BE 25' WIDE Imax) WITHIN TH E TYB EE R.O. W.- SEE DETA ILS ON C7 SAN .a ROA D TO BE GRA DED IN T HIS AREA TO ALLO W F OR DR AINAG E WITH A MAX. LONGITUDINA L SLOPE OF 0. 5X - REMOVE AND REPLACE ROCK SURFACE AS NEC ESS AR Y - SEE D ETAILS ON T HIS SHEET ON 1,6' OFFS' POOL DRAIN NOT ES : 1. SWIMMING POOLS MUST BE CON NECTED TO SA NITARY SEWER SYSTEMS - AN INSPECTION IS MA NDITORT FOR POOL TO SE WER CONNECTION BEFORE TRENCH IS C LOS ED. LO T E ASEMENT NOTES 1. A PLAT MUST BE RE CORDED PRI OR TO COMPLE TIO N OF PROJ ECT TO I NDICA TE ALL NEW E ASEMENTS. Sp ecial Pr e -C onstructio n Note : C ontr act or to verify oil emoting sol d proposed st ructure location s !d rainage, s°Nlory, ols1, t op s a nd depth s prio r to o rderi ng mate rial s or begin ni ngconstruction . SPECIAL AC AN D VE ZOA+F NOTES • 1. B UILDINGS IN "A E" ZON ES AR E TO HAVE TH E FINI SH ED FLOOR SE T A MINIMUM OF 1' ABOV E FLOO D. 2. B UIL DINGS IN WE. ZONE S AR E TO HAVE THE LOWES T HORIZON TAL STR UCTURAL M EM BER SE T A MINI MU M OF I' AB OV E PLO OD. 9. BUI LDING S IN AE AND VE ZONES AR E TO H AVE ALL ELE CTRIC AL, PLUM BI NG, H VA C, DUC TWOR K AND OT HER E QUIPM ENT TO BE A MINIMUM OF 1' ABOVE F LOOD . 4. FL OOD VENTS AR E REQUI RED IN "A E" ZONE S A ND ARE TO HA VE I SQ UAR E INC H / SQUARE FOOT OF FLOOR PLA N ARE A WITH A MI NIMUM ROUND OPENING OF 3", A MINIM UM OP 2 OPENING S WI TH ALL OPENI NGS EV ENLY SPAC ED AROUN D PERI METER. BOTTOM OF OPENING SHALL BE 12" OR L ESS AB OVE ADJA CE NT GRADE . 5. COOR DI NATE SIT E W ORK AND FINISHED FL OOR EL EVA TIONS WI TH ARC HITEC TURA L PLANS TO MA KE SURE BUIL DING EL EVATI ON S ARE SET AS PER CO DE. dal%0)1V )I1 . .. .� GExCaVAT10N ENGENG. R RUBBWG. VEHICLE, OR EOUIPME" ' P00400005 FENCING OF TREE ACCOROINGA TO tlTY CODE. rr"" w IN IN UU,,ITI BELOW SCR aDE K a 9' TE MPORARY CON N LI NK FENCE E PROTECTION BARRIER (TIP) . 0 B ARRIER CONST RUCTED TO PROTECT TREE TRUNK. MOWN. And ROOT SYSTEM FRO M I N.WR Y. BARRIERS SHALL BE LOCATED AT ME LI MITS OF THE TREE'S CRIT CAL ROOT ZONE (A R ADIUS OF O NE FOOT PER INC H OF THE TREE 'S DIAMETE R Ai BREA5T HEIGHT) BARRIER SH ALL 01 KE PT IN GOOD CONDITION FOR THE OURATION OF THE P ROJECT AND IS 70 REMAIN RACE Ores REMOV AL IS AP PROVED BY P ARK AND TREE . FOR ADDE D PROIECIIma - PROVIDE c' DEE P WOOD CHIP MULCH OVER ANY UNPROTECTED ROOT ZONE - MAKE CLEA N GUTS ON ROOTS EWESEU BY GRADING A ND BACKFILL W MEDI ATELY - ROME TE MPORARY IRRIGATION W HERE PRACTICAL A ND FEASIBLE . (Ent SHE SAVANNAS STANDARD CONSTRUCTION DETAILS TREE PROTECTION ewers Saire aWR E ON FILE JuL Y 20 07 T2 Georgia Departme nt of Nat ur al -Res ources awry WNer pq.Jc0N a5s..s:nllMEsnR ,, ,,4,0,to,,_a, . rpm F. F,Am rvmnMliv eeler Sr. On Mahe 115 11. Wee. NE Sull a PUS Menl o, ems* 903013 411269 012. N0p e100, 2010 Re Request torVale ns& und er Pmvaon e d 0.015.& 12-T6(b)(1 .7 Ram Mein Resid ence CitydTynee N and Tte 0gw 20010 240 PI o54 05 Division, Wearable N ote d l P0001 Iles r eviewed nced req. TM r eview wee ONgW ad tvto comIder Ile p de9Bal led el Ns pr op os e pled, encro achment dabr '.,, AR �PursonS te Rem ONN G R uM OMle 40014-7.05(248). a rtn test at Ina ®O A MiEr osion rky granted to en mesh wai n Me 23 -fo ol SSNr adjac ent 10 Mete waters ire the [M oe ro manced po)4 deubpd5Nefo2mliRR Wrd0om: As per y our application dam May 2I, 2010; Al sireds0 elopes 3:1 or gre at er vast be bydrmeedeO are cow. sBI Georgia DOT approved wh eal shear, wo od trier m alting or acme trip rseleg. 0 n ot Sydrweeh q Georg0 DOT appr oved m5Nlg NY bee 1a� m� prot ected uro"Wm osnt vNa.OBK star e slopes mu d s. TIN am ou nt of RN d0 Nee emirs r0 nslm alio n roust be kept to a minimum 4. M disturbed alaa amum le a®Wei. fm®Imd and mai dad s amt as the O wl grade le ac hiev ed Alm, these di sturbed areas must be protect ed ur n perm anent V epe,W n bsbil/wit 5. Ge orgi a DDT type V. at force or en ammosd idgblis Sumers os5 fe nce most be Installed on the aM pedme mr. wbeave, tbe 0100,9x0 ,0 may be discharged, and w double roe mat be IM eiled between Na yea tlYYabip am4iBtw and Nate waters; EASEMENT NOT ES: 1. TH E OWNER , ENGINE ER AND S URVEYO R ARE TO CO OR DI NATE ALL EASEME NTS P RIOR TO FI NAL PLA T APPR OVAL AND RE CO RDIN G. 2. ALL DRAI NAG E E ASEMEN TS TO BE P RIVATEL Y MAIN TAINE D. F EMA MA P NOTE S : 1. THIS D EVEL OPMENT IS WITHIN MI NIM AL Z ONI NG ARE A "AE -12" ACCO RDIN G TO FI RM, C OMMU NITY P AN EL NUMBER 13051 C 0213 F, M AP REVI SED SEPTEMBER 26, 2 008. 2. THI S SI TE IS IN Z ONE TAE -12 " AND IS LOC AT ED WITHI N THE TOO YE AR FLOOD ZONE . A MI NIMU M ELE VA TION OF 13.0 HAS B EEN SET . 3. CONTRACT OR IS TO V ERIFY FEMA EL EV ATIO NS PRI OR TO ANY CONS TRUC TION A CTIVI TIE S. AO Nana Nei n A srm30 .2 010 K B eer v ariance MD ' Peek 4102 may e00000e be Ir y Ma Cily al Tema Isl and fobed Swe ets. r this pml001 err 100 Prgp,1 most be coma M strict sewenrs 0 IM appr oved an and any La nd Diaarrng Airily Pe nN,OIN may ee be ed by NO CiN of Tyba e Wa nd t ort. project The gr anen0 of Be appeal Wes ml lakes you of any o0g010 n o: resp ons Offity tar mplying with rho � ems W a ny ohs law or roods. of any l oc ai or tl aforem entioned to perms Nis p roj ect 3 they do' not � Os mlloa ei11M1 of We eded, ensure100e MelieeaiinsS ew �legated ne suing 0. nakermo rer aS .iremeta vas vase. a5008,1pmv elM L obe room fMktle Is Nb regard. Bre a. and bees any poeep lire. NO�nPo SNa ource please urcePr ogre:n. al(404) 6058240. Sincer ely, F. Men Barne s Dir ector FAR. CS We arabl e Jason B uetwas Jmupan Ly nn Darren Crosby Mr Thom as Rahn Milligan tRa BV -025-10-04 TR AFFIC AND RIG HT- OF-W AY NO TES: L ALL ROAD CL OSINGS, DETOURS AN D ETC. ARE TO SE C OORDINA TED WITH THE CI TY OF T YBEE ISLAND , GEOR GIA 2. ANY AND ALL .JC CCSNART P C. to w 1a Aes f BC 05 'AWE D FROM T HE CITY Or T YB EE I SL AN D 5 02 00IC COM MENCEM EN T OF AN Y WOR K WITHI N RI GH T -OP -WAY. SPE CIAL CON STRUCTIO N NOTE: IF THE C ONTRACTOR KN OW S OR CAN REAS ONABLY BE E XP EC TE D TO HAVE KN OWN OF AN ERR OR, DISCREPA NCY OR CON FLIC T IN THE PLANS, SPE CIFIC ATIONS OR CONSTRUC TION S TA KING A ND FAILS TO REP ORT THE PROBLEM PRIOR TO CONSTRUCTION, HE S HALL NO T BE EN TITLED TO COMPENSA TI ON FOR AN Y WOR K OR EX PENSE INCURRED BY HIM FOR WOR K R EQUIR ED TO BE RE -CONSTR UC TED BECAUSE OF SAID ERROR, DIS CR EPA NCY OR CONFLICT. SC ALE: 1 = 10' 10 ' 20 25' U rZ v J w U o LLJ Eames Cf) °CC 0Loe U UQi°"W • SriMO co OD U) Z QN� O Z W a Q _J m w 0 m PROPO SED SI TE PLAN CONTACT A MININ M Or 12 a£) PRIG: i0 101)10 4)11) (0 P101ECION 0)01.R I-500-282-1411 EORG/4 h4 \2:-U A$1 * DRAWI NG NUM BER C-2 2 OF 7 SHE ET S 3. q fP? LIVE OAK LANE 60' R/W (UNOPENED) , �sG'�N ' ,+h �2• t4�G y q S 65"0800pK 1C 5b. 00' •:F {Q LOT 5 +60 HI CS CO m m 9 m ol +`0 y9 y BhL 4' + +y + yo - h• +' +k9 .¢r +k 4C, k• k +k + e +y Gy k� k� + k + +`5\ k' k' k' + / ' 30' ACCESS & tIITILITY EASEM ENT + + y� 20' ACCESS & U TILITY EA SEM ENT 0 n 50.00• 5/8" RBF q 0^ry 4�G0 25' BI, FFER + k0, y9 LOT 6 44• �yh _______________-F k k' W CO 4P N tOO +y 5 N CO co m to LOT 7 S Yo 5/8" RBS ON 1. 5' OFFSET e 4' 5/8" RBS ON 1.5' OFFSET h �ez-z-x- x; �y z -x -x ® 5 B NEB ACCORDING TO THE FIRM. DATED 9/26/08 THIS LOT IS WITHIN FLOOD ZON E AE, BFE 12. J. WHITLEY REYNOLDS LAND SUR VEYOR 636 STEPH ENSON AVENU E SUITE C SAVAN NAH, GEORGIA 31405 TELEPH ONE: 912-352-0464 FAX: 912-352-7787 6 RB F N 65' 0641'W 100.00' EQUIPMENT. TOPCON AP-L1A ERROR OF CLOSURE: LINEAR: 1/- ANG : -"/ANG LE BALANCED BY: - PLAT: 1/- 0 10 SCALE: 1" = 10' DATE: A PRIL 20, 2010 SURVEY DA TE: APRIL 21, 2010 P LAT FIL E NO. 03-138-5 10 0 BENCHM AR K NAIL IN 12" PALM ELEV 8.00 (NAVD 1988) 10 20 30 GRAP HIC SCALE - FEET O 25"LIVE OAK x -z -fix -x - 5/B " RBS ON 1.5' OFFSET 5/8" RBF PLAT OF LOTS 5 & 6, BLOCK 6, GARDEN WARD, TYBEE ISLA ND, CHATHA M COUNTY, GEORGIA FOR: HANS KLEIN DAVIS ENGINEERING PO Box 1663 Tybee Island, Georgia 31328 Tel. (912) 695-7262 dkdbus@gmail.com July 1, 2019 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: Lot 4 Soda Rock Lane, Michael Roach 1 f Sc R.oc.k L . Dear Mr. Shaw: I have reviewed the revised submittal from the Surveyor. My review is limited to drainage issues and land disturbing 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. . Within the scope of my design review, to the best of my knowledge and belief, it is my opinion the proposed work complies with the 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. 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, it Downer K. Davis, Jr., P.E. 2200060B_ r---1 I sc,Aa_ ociR 7 b -�� i �, �. 3 13 Ty N�(), �erc� IRMO /;- -' 5-° g - 7 0 of P� Oos-• S1te ae ,a�n Chatham. County It vn1W FOR CODS COKPLIANCE Zvery effort has been made to identity code violat4ons, no oversight by the reviewer shall be construed as authority to violate, oancel, alter or set aside ally applicable codes or ordinances. The review and permit should not be construed as a warranty or guarantee. Reviewed By Date 4'(l1 CITY OF TYBEE ISLAND BUILDING ... ZONING Mass AeLfili, sommarcost mums Dom jai C DEPARIIMINT SOIL & SEDIMENT CLOTH IN PLAICE IQ 41. c ' K/V C SECT OS it,%0 UGC 6 ► '` #. 201 MAD 105 WatSittA V l . WO 0 Of TOO �,%G ' u , i'�3 1r1 + 3gp.3� dye Z'� �O1j SI BE e LOVI Vitt fan Ott setatoms more Oen SO'gtade requite e* go a decd hazard zone A. BFE, No interior finishes, walls designed to allow entry and exit of water, no mechanical equipment. Only parking, limited storage and building access below BFE. Special Flood Hazard Zones Finished floor elevation 1 foot minimum above BFE. No interior finishes, walls designed to allow entry and exit of water, no mechanical equipment, only parking, limited storage and building access BFE. 3 r.i.)11;.;V•I';:.';'‘.\`..;-.ky'. V.:.1„:7,,C04e9c1.Ni.\\i'l,lt11)1Vit.iisaVka t; �p„�,�"� =v ,-r, c. GF 9,c;AN p a a��'� e tic EE lS D GONE ��'� �� A� •� t1t3 „�, $ that d \rate �� w�� , ar corn::i c ,m. e�te ��r �a 14. tt�am of � M tlak � aid Stem tryst 0110 10111t$ of Georgia Ncrtenelents NI Ir'aulaklorAl **line SWOW tate t pmt► , ROOF NOT TO EXCEED 35 FT. HEIGHT LIMIT P and SA4te Mm dmernts r (11 RO\cJ1 eM Mott �� as , uo��a►`at� w slua n o�09 d aCk `sn ua^° a ti al'soddo 0%kit PauEu�!M aQ - ea ao4 Paa��ib �a sll� � ayi1 ‘0,100% 041.14% at'�nbs � Rr,aYaa . 3�etl„P0okP�,�- 2 �aie -OPS to •u°1\Errata Poo�ba► ,Z a ad siS a o LOW a�' 0 ► �� ana�t�l� ��p'1� M�� a►nssa N 11'� � ia►j Ol �d1 Q • ); /171-1-- (j zy,4 i F i ') - ,,, cam -3-115 .34 — nva-1 r -LA!, 3M • r j -7f 1 h aUr 0:50.4 0 03E. ��` Spa sc!:>6 *'\:C\1:4g4rc P6A9\l 'S%ik\- '0000 ioo f 3 P St J/ 1 , 11,4, A hazard zone A. BFE-1---.0/ .. designed No interior finishes, to allow entry and exit al water, na mechanical equipment. Only parking) limited storage and building access below BFE. Special Flood Hazard Zones Finished floor elevation 1 foot minimum above BFE. No interior finishes, walls designed to allow entry and exit of water, no{mechanical equipment, only parking, limited storage and building access BFE. r ' Jr _d MECHANICAL Shall be aocessable by pule -sown stairs or permanent eteps through a minimum 20"x 30' opening and a floored., 22" passageway to the unit and a 30" work platform at the unit, with 30' headroom. A switched light, outlet.. EMEMENCY ESCAPE ANDFIESCUF. 1R fir, 31.0 ALL EVEIGEOCT Egan OPENINGS SHALL HAVE A MUM Ka ram OPENING OF �.7 SQ. FT. Mtn Iiirktlt FLOOR OPENING SHALL RAVE 01111111M*ET Ct t3 OPEC 8F 5 SQ. FT. i - L F(ao -rt U.' 3r� sJ� s1.r�.. P`- .• 0 r -40 F I 1 ��.12.1 tclti 01045 2-91 'ttx�I' Ze�sl�a� �'� 11s'�ei9� T �4 cajill3• skitiaces Mote grade lecOce Se rep�,airet5 t4�araB�" e p�cles t,nr' a�Qnrg Kitchen r�� P a 0�4�,oflr�, an coon ter -tops. Sect R 3•14ye' .l bat# v be cktip L coal kn and ��kad �i+� � eaCb flOar. 1. Vikk vadttR cT) PZ // 8 t ;Fr 3 FVN!-ti/Z91(1 '\A/,‘-(( F4.41/4„L.„ EXTERIOR WALL FRAMING IRC SECT. R-802.3 AND ICC @00 SECT 205.5 THE LENGTH OF SHEAR WALL NEEDED MUST BE DETERMINED BY THE HOME DESIGNER. MINIMUM THIC'KN'ESS (SHEATHING & ROOF 'DECKING 15132 INCHES. L Sc (f , ei RC SECT. 88 , ICC fi O, FRAMING 501 FOR WOOD ROOF FRAMING. ALL HOLES ik HOLD DOWNS TO BE FILLED USING MANUFACTURER'S NAILS. ANCHOR BOLTS IRC'SECT. R4U13.1 AND ICC 600 SECT. 303/3 MB 305.3.2 BOLTS SHALL Bi. 10 INC4SS LONG, 513 INCH IN BIAIVtETER WITH A 3X3 It+CH WASHER 118 INCH THICK AHD MUMS NUT LOCATED WITHIN 12 INCHES OF COMERS AID 16 TO 43 WES ON MM. I, R6:L ot 91°C 30 EXTERIOR SHEAR WALLS ICC 000 SECT. 205.5.3 Windows and doors shall not be installed near earners within 24 inches. Double studs at each end. r � • P 1.3\ !\.4 Sec. 5-156 FOUN tTION SURVEY Certification letter and starve. required after foundation Is in place. Sec!8-16©(2) • ELEVATION CERTIFICATE Elevation Certificate required immediately after lowest floor or flood proofing is completed. • CC0 SECT. 205.E ti"3'andQws and doorsWOO 24 shati not be year earners at each end. installed studs inches. Double n r IRC SECT. ROOF 22� CC 600, SECT. 501 FOR WOOD ROOF FRAMING. ALL HOLES IN HOLD DOW NS TO BE FILLED USING MANUFACTURER'S NAILS. 401, cP t m4i6oli 25 (2)— E —'t> r:. LERIOHEAR WALLS CC GOO SECT. 205. 5.3 ,ndows and doors shall not be installed near comers within 24 inches. Double studs at each end -,a.s [We. ; -1( fi 1Jr (1'' CPI X --7( b f 2XC'r < 4 < Poc)4eA`Doolz._ 2'0 X;. AV.lp C r itr,-S � 1L 60 14,12- f1 EXTERIOR WALL FRAMING IRC SECT. R-602.3 AND ICC 600 SECT 205. 5 THE LENGTH OF SHEAR WALL NEEDED MUST BE DETERMINED BY THE HOME DESIGNER. MINIMUM THICKNESS (SHEATHING & ROOF DECKING) 15132 INCHES. k\ c,c y (j ova --77/.6_1 —n tN.4 '4{J EOLTU IRC.SECt R-4.(►0. i MID ICC 600 SECT. 303.1.3 MD 305:3. BOLTS SHALL BE 10 INCHES LONG, 510 INCI IN ?IAAIETER WITH A 3X3 INCH WASHER 118 INCH THICK AND REQUIRED NUT LOCATED WITHIN 12 INC S OF CORNERS AND 15 TO 4'3 IN S ON CENTER. (r 3/q g: 7.x 61 0. 10I 0,06 0 u7 y\•t' VICINITY MAP TYBEE ISLAND ITEM TOPO CONTOURS DRAINAGE FLOW ARROWS LEDGEN D EXISTING PROPOSED FG 5.1 0 ITE cri 0 a- APPROX. LOCATION OF FLOOD LINE LIMITS OF DISTURBANCE PIN# 4-0026-04-018 Driveway surface to be constructed of permeable material as per City of Tybee Island Ordinances and be 25' wide max. Construction exit to be utilized for driveway. 25' ACCESS AND UTILITY EASEMENT OHP OHP FG 5.0 5/8"1R'SOMITNESS CORNER) OHP PIN: 4-0026-04-012 JULEE WILETS LIVE OAK AVE 60' (UNOPENED} DNR LINE \DNR1 3.08 -�-_- WATER DELINEATED APRIL 2019 DNR2 --� ---- 3.49 3 '- 4.00 _S _ DUI r- 3111 4.37\ ti SLAT �— ,,x- 65'08'00" E 50.00' AREA NOT TO BE DISTURBED NO FILLDNqR 5' BUFFER LINE IN H N©THIS —EXEMPT A BUFFER N TI (TIES SHA LRNO BEF CONDUCTED 12.00' PROPOSED SINGLE FAMILY HOME Finish grade to remain 6.0' undisturbed. Proposed F.F, Elev. 11,0' (No parking under structure.) 12.00' DNR 3 3. 5/8" IRF AT ROOT OF OAK TREE LIMITS OF DISTURBANCE • • ‘• I 1 5 61 -% 5.08 DISTURBED AREA / 1 1,198 Sq. Feet IFG 5.0 cap 5.71 ao atch exiting gravel drive grade. GRAVEL DRIVE N 65'06'41" W I.50' if T 5.33 WOOD FENCE 0 10' SCALE: 1" = 1 0' 50.00' 5.17 5.28 'x5.66 5.59 5.62 0.028 Acres MOTS OF DISTURBANCE PIN# 4-0026---04-019 d o 5.20 5.82 IRF W/CAP (WITNESS CORNER) 1.53' PIN: 4-0026-04-011 CARRIE V AND PAUL W JR HARVILL TELE x AN,MVANGS 1 10 SUFFOLK ROAD z co I-- 52 z 0 (-5 0 d 0'lw V ! 0 LU V) (75 O 5 W 0 c w • z LJ -J cn z Ln a w u1 0 z X Lai P 1 OF 2