Loading...
HomeMy Public PortalAboutSOLOMON AV_73-PERMIT.pdfCITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 08/24/2023 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 200552 CONTACT NAME: MICHAEL&DEBBIE GALLOVITCH CONTACT ADDRESS: 73 SOLOMON AVE TYBEE ISLAND GA 31328 PROPERTY ADDRESS: 73 SOLOMON AVE APPROVED BY: P.O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name: DEBBIE H. & MICHAEL L. GALLOVITCH Policy Number. A2. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: 73 SOLOMAN AVENUE Company NA1C Number: ZIP Code: 31328 City: TYBEE ISLAND State: GA A3. Property Description (e.g., Lot and Block Numbers or Legal Description) and/or Tax Parcel Number. LOTS 1 & 2 BLOCK 15, BAY WARD, TYBEE ISLAND 4-0020-03-001 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.): RESIDENTIAL A5. Latitude/Longitude: Lat. 32' 01' 16.42" Long. 0800 50' 59.72" Horizontal Datum: ❑ NAD 1927 ❑ NAD 1983 ❑ WGS 84 (see Form pages 7 and 8). ❑ Yes ❑ No T/ N/A above adjacent grade: sq. ft. A6. Attach at least two and when possible four dear photographs (one for each side) of the building A7. Building Diagram Number: 5 A8. For a building with a crawispace or encosure(s): a) Square footage of crawispace or enclosure(s): sq. ft. b) Is there at least one permanent flood opening on two different sides of each enclosed area? c) Enter number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot Non -engineered flood openings: Engineered flood openings: d) Total net open area of non -engineered flood openings in A8.c: sq. in. e) Total rated area of engineered flood openings in A8.c (attach documentation - see Instructions): f) Sum of A8.d and A8.e rated area (if applicable - see Instructions): sq. ft A9. For a building with an attached garage: a) Square footage of attached garage: sq. ft. b) is there at least one permanent flood opening on two different sides of the attached garage? c) Enter number of permanent flood openings in the attached garage within 1.0 foot above adjacent Non -engineered flood openings: Engineered flood openings: ❑ Yes [] No ,1 N/A grade: sq. ft. d) Total net open area of non -engineered flood openings in A9.c: sq. in. e) Total rated area of engineered flood openings in A9.c (attach documentation - see Instructions): f) Stunt of A9.4 and Age rated area in applicable -see Ansirucfe s): sq_ ft SECTION B- FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1.a. NFIP Community Name: CITY OF TYBEE ISLAND B1.b. NFIP Community Identification Number. 135164 B2. County Name:CHATHAM 133. State: GA 84. Map/Panel No.: 13051C 0213 85. Suffix: G 86. FIRM Index Date: 08 /16 / 2018 B7. FIRM Panel Effective/Revised Date: 08/16/2018 B8. Flood Zone(s): AE B9. Base Flood Elevation(s) (BFE) (Zone AO, use Base Flood Depth): 9.0 810. In kate the same of the BFE data or Base Rood Depth entered la btenrr 89: ■ F1S FIRM • Community Determined ❑ Other: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 EINAVD 1988 ■ Other/Source: 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Designation Date: ED CBRS 0 OPA Area (OPA)? ❑ Yes ill No No % B13. Is the building located seaward of the Limit of Moderate Wave Action (LiMWA)? ❑ Yes Z OMB Control No. 1660-0008 Expiration Date: 06/30/2028 6 s� - FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (10/22) Page 2 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address (including Apt., Unit, Suite, and/or Bldg, No.) or P.O. Route and Box No.: 73 SOLOMAN AVENUE FOR INSURANCE COMPANY USE Policy Number: City: TYBEE ISLAND State: GA ZIP Code: 31328 Company NAIC Number: SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* *A new Elevation Certificate will be required when construction of the C2. Elevations —Zones Al A30, AE, AH, AO, A (with BFE), VE, V1 V30, A99. Complete Items C2.a—h below according to the Building Diagram Benchmark Utilized: GPS ESTABLISHED Vertical ■ Building Under Construction* building is complete. V (with BEE), AR, AR/A, AR/AE, specified in Item Al. In Puerto Datum: 1988 ►'1 Rico Finished Construction AR/A1--A30, AR/AH, AR/AO, only, enter meters. Indicate elevation datum ❑ NGVD 1929 ell used for the elevations in items a) through h) below. NAVD 1988 ❑ Other: Datum used for building elevations must be the same as that used for the BEE. Conversion factor used? If Yes, describe the source of the conversion factor in the Section D Comments area. a) Top of bottom floor (including basement, crawlspace, or enclosure floor): 15.90 ❑ Check ► i Yes ❑ No the measurement used: feet 0 meters b) Top of the next higher floor (see Instructions): ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member (see Instructions): 0 feet ❑ meters d) Attached garage (lop of slab): 6,70 ►+' feet ■ meters e) Lowest elevation of Machinery and Equipment (M&E) servicing the building (describe type of MBE and location in Section D Comments area): 12.70 ® feet • meters f) Lowest Adjacent Grade (LAG) next to building: ❑ Natural ► Finished 5.30 ►� feet ❑ meters g) Highest Adjacent Grade (HAG) next to building: ® Natural > Finished 6.20 ►'/ feet ❑ meters h) Finished LAG at lowest elevation of attached deck or stairs, including structural support 5.30 R t feet 0 meters SECTION 0 — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This information. false Were • certification is to be signed and sealed by a land surveyor, engineer, or architect I certify that the information on this Certificate represents my best efforts statement maybe punishable by fine or imprisonment under 18 U.S. Code, latitude and longitude in Section A provided by a licensed land surveyor? Check here if attachments and describe in the Comments area. Section )2 authorized by state law to certify elevation to interpret the data available. I understand that any 1001. Yes ❑ No Certhier's Name: MICHAEL .1. GARDNER License Number GA. RLS NO. 2285 Title: LAND SURVEYOR 1. Company Name: MICHAEL J. GARDNER LAND SURVEYOR Address: 120 VARNEDOE AV. City: GARDEN Cm' State GA ZIP Code: 31403 Signature: ` �L Date: 07/26/2023 r --- 66 0479, Ext.: Email: .ghunts@gmaii.com t �` = Telephone: (912) Copy all pages of this Elev n Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including source of conversion factor in C2; type of equipment and location per C2.e; and description of any attachments): C2(a): Finish Floor Elevation of Residential Area is Elevation 15.9'. C2(e): Elevation of Air Conditioner Pedestal is 12.7', at Left Side of Residence. C2(d): Elevation of Concrete (Parking Area) Slab under Residence is Elevation 6.7. NOTE: Sokkia GRX3 Kinetic Unit Used in Conjunction With Local Network for Determination of Elevations Based on 1988 Datum. FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (10/22) Page 3 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: 73 SOLOMAN AVENUE FOR INSURANCE COMPANY USE Policy Number: City: TYBEE ISLAND State: GA ZIP Code: 31328 Company NAIC Number SECTION E — BUILDING MEASUREMENT INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO, ZONE ARIAO, AND ZONE A (WITHOUT BFE) For Zones AO, AR/AO, and A (without BFE), complete Items E1 —E5. For Items El —E4, use natural grade, if available. If the Certificate is intended to support a Letter of Map Change request, complete Sections A, B, and C. Check the measurement used. In Puerto Rico only, enter meters. Building measurements are based on: ❑ Construction Drawings* ❑ Building Under Construction` ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. El. Provide measurements (C.2.a in applicable Building Diagram) for the following and check the appropriate boxes to show whether the measurement is above or below the natural HAG and the LAG. a) Top of bottom floor (including basement, crawlspace, or enclosure) is: ■ feet • meters ■ above or 0 below the HAG. ❑ above or 0 below the LAG. 9 (see pages 1-2 of Instructions), the ❑ above or ❑ below the HAG. 0 above or ❑ below the HAG. 0 above or ❑ below the HAG. with the community's certify this information in Section G. b) Top of bottom floor (including basement, crawlspace, or enclosure) is: 0 feet D meters E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or next higher floor (C2.b in applicable Building Diagram) of the building is: a feet 0 meters E3. Attached garage (top of slab) is: ❑ feet ❑ meters E4. Top of platform of machinery and/or equipment servicing the building is: ❑ feet 0 meters E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance floodplain management ordinance? ❑ Yes • No 0 Unknown The local official must SECTION F — PROPERTY OWNER (OR OWNER'S AUTHORIZED REPRESENTATIVE) CERTIFICATION A (w 'rout &FE) orZarre AO must The property owner or owner's auuthorrzed representative who completes Seifkir 3, A, B, and E for Zone sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge 0 Check here if attachments and describe in the Comments area. Property Owner or Owner's Authorized Representative Name: Address: City: State: ZIP Code: Signature: Date. Telephone: Ext.: Email: Comments: FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (10/22) Page 4 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: 73 SOLOMAN AVENUE City: TYBEE ISLAND State: GA ZIP Code 31328 FOR INSURANCE COMPANY USE Policy Number. Company NAIC Number. SECTION G — COMMUNITY INFORMATION (RECOMMENDED FOR COMMUNITY OFFICIAL COMPLETION) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Section A, B, C, E, G, or H of this Elevation Certificate. Complete the applicable item(s) and sign below when: 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 state law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.a. D A local official completed Section E for a building located in Zone A (without a BFE), Zone AO, or Zone ARIAO, or when item E5 is completed for a building located in Zone AO. G2.b. 0 A local official completed Section H for insurance purposes. G3. ❑ In the Comments area of Section G, the local official describes specific corrections to the information in Sections A, B, E and H. G4. 0 The following information (Items G5 —G11) is provided for community floodplain management purposes. G5. Permit Number. G6. Date Permit Issued: G7. Date Certificate of Compliance/Occupancy Issued: 08. This permit has been issued for: New Construction 0 Substantial Improvement G9.a. Elevation of as -built lowest floor (-including basement) of the building: ❑ feet ❑ meters Datum: G9.b. Elevation of bottom of as -built lowest horizontal structural member. 0 feet 0 meters Datum: G10.a. BFE (or depth in Zone AO) of flooding at the building site: ❑ feet ❑ meters Datum: G10.b. Community's minimum elevation (or depth in Zone AO) requirement for the lowest floor or lowest horizontal structural member: 0 feet ❑ meters Datum: G11. Variance issued? ❑ Yes No If yes, attach documentation and describe in the Comments area. The local official who provides information in Section G must sign here. I have completed the information in Section G and certify that it is correct to the best of my knowledge. If applicable, I have also provided specific corrections in the Comments area of this section. Local Official's Name: ( / NFIP Community Name: S ka J C Title: Telephone: Ext.: EmaT: Address: City: Signature: 1 `t � 116 c_r Comments (inducting type of equipment and focaifon, per C2.e; description of any attachments; and corrections to specific information in Sections A, B, D, E, or H): State: ZIP Code: Date: `' .. 2-3 FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (10/22) Page 5 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: 73 SOLOMAN AVENUE FOR INSURANCE COMPANY USE Policy Number: City: TYBEE ISLAND State: GA ZIP Code: 31328 Company NAIC Number: SECTION H — BUILDING'S FIRST FLOOR HEIGHT INFORMATION FOR ALL ZONES (SURVEY NOT REQUIRED) (FOR INSURANCE PURPOSES ONLY) The property owner, owner's authorized representative, or local floodplain management to determine the building's first floor height for insurance purposes. Sections A, B, and I nearest tenth of a foot (nearest tenth of a meter in Puerto Rico). Reference the Foundation Instructions) and the appropriate Building Diagrams (at the end of Section I Instructions) H1. Provide the height of the top of the floor (as indicated in Foundation Type Diagrams) a) For Building Diagrams 1A, 1B, 3, and 5-9. Top of bottom 10.60 official must ►,1 may complete Section also be completed. Type Diagrams (at to complete this above the Lowest Adjacent feet ❑ meters Enter the Cli H for all flood zones heights to the end of Section H section. Grade (LAG): above the LAG floor (include above -grade floors only for buildings with subgrade crawispaces or enclosure floors) is: b) For Building Diagrams 2A, 2B, 4, and 6-9. Top of next ■ feet meters 0 above the LAG higher floor (i.e., the floor above basement, crawispace, or enclosure floor) is: H2. Is all Machinery and Equipment servicing the building (as listed in Item H2 instructions) elevated to or above the floor indicated by the H2 arrow (shown in the Foundation Type Diagrams at end of Section H instructions) for the appropriate Building Diagram? Yes /1 No SECTION I — PROPERTY OWNER (OR OWNER'S AUTHORIZED REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and H must sign here. The statements in Sections A, B, and H are correct to the best of my knowledge, Note: If the local floodplain management official completed Section H, they should indicate in Item G2.b and sign Section G. 0 Check here if attachments are provided (including required photos) and describeeach attachment in the Comments area. Property Owner or Owner's Authorized Representative Name: MICHAEL JIM GARDNER LAND SURVEYOR Address: 120 VARNEDOE AVENUE city: GARDEN CrTY State: GA ZIP Code: 31408 Signature: Date: 07/26/2023 Telephone: (912) 661-0479 Ext.: Email: mjghuntsagmail.com Comments: FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (10/22) Page 6 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 BUILDING PHOTOGRAPHS See Instructions for Item A6. Building Street Address (induding Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: 73 SOLOMAN AVENUE City. TYBEE ISLAND State: GA ZIP Code: 31328 FOR INSURANCE COMPANY USE Policy Number: Company NAIC Number Instructions: Insert below at least two and when possible four photographs showing each side of the building (for example, may only be able to take front and back pictures of townhouses/rowhouses). Identify all photographs with the date taken and "Front View," "Rear View," "Right Side View," or "Left Side View." Photographs must show the foundation. When flood openings are present, include at least one close-up photograph of representative flood openings or vents, as indicated in Sections A8 and A9. Photo One Photo One Caption: FRONT VIEW Photo Two Clear Photo One Photo Two Caption: REAR VIEW Clear Photo Two FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (10/22) Page 7 of 19 ELEVATION CERTIFICATE IMPORTANT; MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 BUILDING PHOTOGRAPHS Continuation Page Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: 73 SOLOMAN AVENUE City: TYBEE ISLAND State: GA ZIP Code: 31328 FOR INSURANCE COMPANY USE Policy Number: Company NAIC Number: Insert the third and fourth photographs below. Identify all photographs with the date taken and "Front View," "Rear View," "Right Side View," or "Left Side View." When flood openings are present, include at least one close-up photograph of representative flood openings or vents, as indicated in Sections A8 and A9. Photo Three Caption: LEFT VIEW Photo Four Photo Four Caption: RIGHT VIEW Clear Photo Three Clear Photo Four FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (10/22) Page 8 of 19 FEMA check list Building Permit Number (Z 0 55 Applicant's Name: C_A(?). .\-8,--N Owner's Name: Site Address, Tax#, Parcel#: Address: Telephone: S 47 - a, Telephone: I. All development — Base Flood Elevation Data Provided: A. The as -built elevation certificate from a registered land surveyor or Professional engineer has been submitted? B. The lowest floor elevation is at or above the required lowest floor elevation? C. Electrical, heating, ventilation, plumbing, air conditioning equipment (including Duct work) and other service facilities are located above BFE or flood proofed? II. Development in Zone AE: 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 1 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? 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: Local Administrator's Signature: City of Tybee Island 403 Butler Avenue-P.O. Box 2749 Tybee Island, Ga. 31328-2749 $-es, or No Yes:>or No V'es or No Yes or No Yes or No Yes or No Yes or No Yes or No Yes or No Date: ,f 2-3-13 CERTIFICATE OF OCCUPANCY REQUIREMENTS As Applicable Permit # Job Address 73 CD 1 c if Y2 C Job Name (=L l � �� I .� Owner/Contractor Post house number (and unit numbers if applicable) Energy Code Compliance Certificate Pass Final Building inspections _ALL Life Safety Final (Tom Wolf 912-346-7045) _ Elevation Certificate, Finished Construction As -built Survey kit Height Certification (can be noted on the as -built survey) Drainage Certification from Project Engineer \\17./ Recorded Nonconversion Agreement (attached) must be recorded with Chatham County -AS Breakaway Wall Certificate (V -Zone only) Mitigation of Trees Payment of outstanding fees City of Tybee Island City staff will coordinate these items when the needed documents from the list above have been submitted. Please do not contact the engineer or director. M4 rk Drainage Certification from the City's Consulting Engineer Drainage Certification from the Director of Public Works Department FEMA Inspection from Planning & Zoning Manager APPENDIX RD E CERTIFICATE 2020 Georgia Residential Energy Code Compliance Certificate Jurisdiction Logo and/or This ce 'ficate shall be posted on or near the electrical distribution panel or air handler Permit # %AC) Q 53 2 , Contact information Here �r ii House Address or Community/Lot# 3 . ,.. , . �� 3 13 Building !older Company C-ICtiCii,i7ift.k Summary Name C 11 "-lieri i ./ 1 6 I ) LI L5 7/d/a 3 Campfiance PatInnay ) per [( Prescriptive: 8401- 4 �ing1'RoofR=value r4 Above grade mass wall R -value 13 UATrade-off:. R4U7 15 .Slop vaulted ceiling R -value Cantilevered floorsR-value RESChecic Keyed to 2015 IECC 'Exterior wall R - value Window/ lass Door SHGC ■ gmulated Performance: R405 — XneeniaR icavfty and/or continuous) Ft -value Window/Glass Door r lEnergy Ratingindex (ER*) R406 Foundation (amity and/or continuous) R -value Skylight5HGC H2lScore Mechanical Summary unnooditireed Ft -value . yI ht Ilfactor - ilvAC Company Name Cocoon (email/phone) z� , - HestingSystern Type Efficiency MOE, I-ISPF,COPOf tithed CimfingSysileonType Elficienc#l* E oro ) Water HeatingType Efigatit _ II Gas Air i- CI%mss UHeat Pump •Pleat pump Electrt f 43ther: ❑ 13ther . .l Yes E,* 1Manual i,S,Dorequ t e? IT (check one) DesignRate ( o^) _ - - aExhaust CISEIPPN Continuous Design Ventilation (CAA) 111,1Etalanoeci Duct and Envelope Tightness If intermittent, list runtime ut min. per hour Testing Surnn ary DETYen r C t 1 DETVenTier k L eti�' I r , it La v► ipt. --,--..„.- a r..a...5. ‘1. .{ .2" SO (, a 9 `l FamehgwrithinenTearang4-c5AID ) iwdnpeTightness= Blower Door Fan :Flow x6DjT al antelopeVolume) Blower Door Fan Flow (CFMSO) A. JThennai Envelope Volume (ft3) % 1,J t0 O Envelope Tightness (ACH5O)" 4 . -7 If multifamily unit and conducting piing, this unit is not required to be testec. Mark N/A. filictilTglOnms Testing (< 6 0 ft2) trowl Duct Leakage =100 x Fan Flow / Area Served) Number of Heating and Cooling Systems 1.-- DuctTightneis Leakage Test Results 2 3 If air handler and ductwork located entirely within in condi- f Location I Fan Fiow (CFM25) I Area Served (ft2) Total Duct Leakage (CFM25/100 ft2) Rough In Total g (RIT) or Post Construction Total (PCT) Version 1.0 BOSWELL DESIGN SERVICES, INC. OFFICE : 4700 EAST HIGHWAY 80 UNIT N, SUITE 1 .MAILING : 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-- 6932 LAHBOS@BELLSOUTH. NET August I 7, 2023 George Shaw / Lisa Schaaf Manning and Zoning Tybee Island, Georgia Re : Michael Gallovitch Project 73 Solomon Avenue Tybee Island, Georgia George / Lisa, At the recjuest of the Owner, we have inspected the project referenced above for compliance with the approved site plan. After a brief inspection of the project, it is our opinion that the project is in substantial compliance with the approved site plan including final stabilization in the form of sod, landscaping and natural growth. Thank you for your assistance and please do not hesitate to contact us if you should rectuire more information. We may be reached at 897-6932 or e-mail to lahbos@bellsouth.net. Sincerely, /dta zi -Wa we1G Mark Boswell n Doc ID: 034568480001 Type AGRE Recorded: 08/04/2023 at 12:17:52 PM Fee Amt: $25.00 Page 1 of 1 Chatham, Ga. Clerk Superior Court Tammie Mosley Clerk Superior Court BK3161 PG639 iw 111111 11 111111 1 NI 111 MII 11111111 iu Cross reference to Book _ Page O) — CHATHAM COUNTY BUILDING SAFETY & REGULATORY SERVICES NON -CONVERSION AGREEMENT FOR CERTAIN STRUCTURES IN THE FLOODPLAIN Application has been made for a permit from Chatham County, Georgia. , Permit # '2° - 0 `; Property Owner: Mt t ‘ lt 0 Nj -t,k-c,irN Address: _ -IS So1ov ti LAC - 7 ... ' I I .-; ` PIN: _ 00 _ 03-0o( Legal: Colo i a. Acic, . 2r ,' 1 Av Base Flood Elevation at the site is a.0 fet (NAVD88) In consideration for the granting of a permit for the above structure, the property owner agrees to the following: 1. This structure has received special permission to be constructed in the Special Flood Hazard Area. The lowest floor shall not be finished and/or converted to a habitable space unless the enclosed area below the Base, Flood Elevation becomes fully compliant with Ordinance #24-117 in effect at the time of conversion. 2. That the enclosed area below the base flood elevation shall be used solely for parking of vehicles, limited storage, or access to the building and will never be used for human habitation without first becoming fully compliant with the Flood Damage Prevention ordinance in effect at the time of conversion. 3. That all interior walls, ceilings, and floors below the base flood elevation shall be unfinished and constructed of flood resistant materials. 4. That mechanical, electrical, or plumbing devices shall not be installed below the base flood elevation. 5. The walls of the enclosed areas below the base flood elevation shall be equipped with at least two vents which permit the automatic entry and exit of flood water with total openings at least one square inch for every square foot of enclosed area below flood level. The vents shall be on at least two different walls and the bottoms of the vents shall be no more than one foot above grade. If located in a V -zone, breakaway walls are required. 6. That any variation in construction beyond what is permitted shall constitute a violation of this agreement and section 24-124 of the Flood Dama e Prevention ordinance. 7L- / -4Z," STATE OF GEORGIA COUNTY OF CHATHAM Subscribed to -n N. ar I "fail efor ,25 day of ,20 3 . cl.tAd GicklApvi‘-(ek X12—S 1—VALD �«l o��, r. C 0 v ° Ali`, -e. " kk 1 alp / r! .2)// iI >.[_2(1 ?AGA r AID Ad' /fold /vi_ ©1" ►wvrf cd- V 'j//9i, 2li Rehmk l' J 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 IN[ERNATIDNAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass Fail Fee Inspection Pass Fail El Fee Inspection Pass Fail El Fee Inspection Pass Fail ❑ Fee City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O.Box 2749 • Tybee island, GA 31328 Phone 912.472.5033 • Fax 912.786.9539 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 a Fail Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass Fail D 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 INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass El Fail Fee Inspection Pass ❑ Fail ❑ 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 magi 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 E Fee Inspection Pass 0 Fail El 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 ttt----7491 ELAN i % 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 E Fail ® Fee 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 sulk 11 INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass Fail ❑ Fee Inspection Pass Fail ® Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector i' � Inspection cPas Fail ® Fee NrAord-j,44*--mealA-4141404166t- (eacutak, City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O.Box 2749 • Tybee Island, GA 31328 Phone 912.472.5033 • Fax 912.786.9539 riwk agzezia INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Date Needed Subcontractor Date of Inspection Inspection Pass 0 Fail Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ^ Fee City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O.Box 2749 • Tybee Island, GA 31328 Phone 912.472.5033 • Fax 912.786.9539 Permit No. U Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection PassEl Fail Fee INTERNATIONAL CODE COUNCIL MEMBER Inspection Pass Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee skilDA 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 NNW Ulla INTERNATIONAL CODE COUNCIL MEMBER Date Requested Owner's Name .714alliet ate Needed Gen. Contractor Subcontractor Contact Information Project Address ,2•24'etOnArri aife- Scope of Work Inspector Inspection Pass E Fail ❑ Fee Inspection Pass ® Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Date of Inspection Inspection Pass ❑ Fail ❑ Fee DAVIS ENGINEERING PO Box 1663 Tybee Island, Georgia 31328 November 09, 2020 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: Gallovich on Solomon Ave. Dear Mr. Shaw: I have reviewed the Engineer's Thu, Oct 29 at 9:45 AM response. 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 drainage requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by the GA D.O.T. 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. 22101608 DATE ISSUED: 11-12-2020 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 73 SOLOMON AVE MICHAEL&DEBBIE GALLOVITCH 73 SOLOMON AVE TY BEE ISLAND GA 31328 MICH AEL&DEB BIE GALLOVITCH 73 SOLOMON AVE TYBEE ISLAND GA 31328 P $ 6,428.50 $158,000.00 PERMIT #: 200552 TOTAL BALANCE DUE: $6,428.50 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 1p\ Phone 912.472.5030 • Fax 912.786.9539 7/` pages 1 — 7 of permit application Required submittals: v 2 sets building plans 1 copy REScheck or COMcheck 1 copy certified survey showing existing ground elevations, flood zone(s), and trees 1 set certified hydrology, drainage and erosion control plans .�oswek‘ 9/�-S"/� v $250 plan deposit (will be forfeited if project is abandoned) check # 3 (o ag Street address 73 So ovVtc✓) - 14-a PIN # 'CI G'Y 001 NAME MAILING ADDRESS PHONE Owner IniNGA el d' D'e61,2.i . &-i4 Uov z4 h S koUVIe-tkL\ K62. sA v A muyki,C-1, 3 k t t Home:9/0--572-` 553 cal l'1,_- 5`t-1 -� k Architect or Engineer _To pru G-e,e.rt%e. IDes.ici v5 6 4' Fcx1S DX/ ve i s c ett, t o (4.. it 64 3 i 3 .4 Office: q i 2 -756, •- (' 75/ Cell: Contractor � 1aiwkeAi Gil tI�CaV T�iF. g R =kM SiNv°tvUrvl c 3it+i( Office: t cell:9(a-5't1-v/6S Check all that apply: jew Construction ❑ Other ❑ Commercial Details of project: PRA m14K 5�g;�.)C,�_ Residential tR'Single Family ❑ Duplex ❑ Multi -Family units 00 Estimated cost of construction: $ 15 , 000 Construction type: a. 1. wood frame 2. wood & masonry A copy of the contract may be requested. (select appropriate number below) 3. brick veneer 4. masonry 5. steel & masonry 6. other: Lot area Lai01(0sq. ft. # buildings I # units # floors I # bedrooms 3 # bathrooms # of egresses a An elevator is not an accepted means of egress. � u Height a.' 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 14 S 0 Flood Zone 19E (AE or VE) Base Flood Elevation /9E Ci Design Flood Elevation (BFE + 1 -foot) /le/0 As -built setbacks: Front 020 t Rear 201 Sides (L) /0 (R) /0 Total driveway(s) width (2.5 ' feet # of openings c Culvert? Swale? Number of off-street parking spaces I Number of trees to be removed I , A separate tree removal permit is required. 3/10/2013 1 During construction on -site restrooms will be provided by b 1 . L .50 l 04-441 o i s Construction debris will be disposed by )AS e MkAkouAGe.ww..,crkby means of Section 22-169 — When active work ceases on the project for the day a SECURE COVER shall be placed over the dumpster or container so as to prevent trash or construction debris from being blown out. I understand that I must comply with zoning, erosion control, building, fire, shore protection, and wetland ordinances, FEMA regulations, and all other applicable codes and regulations. I understand a foundation survey and certification letter are required as soon as the foundation is in place to ensure that the setback requirements will be met. I understand an Elevation Certificate — Building Under Construction is required immediately after lowest floor or flood proofing is completed. I realize that an as -built survey, Elevation Certificate — Finished Construction, Breakaway Wall Certification, Recorded Nonconversion Agreement, Energy Code Compliance Certificate, tree mitigation, height certification, drainage certification, and site acceptance by the City will be required. I accept financial responsibility for any expenses the city incurs for third -party engineering services related to this project. I agree to construct/place all equipment such as air conditioning compressors, ducts, water heaters, furnaces, electrical outlets, etc., at or above the required Design Flood Elevation (Base Flood Elevation + 1 -foot). Projects must demonstrate they are in compliance with the City of Tybee Island Stormwater Management requirements as outlined in Article 16 of the Land Development Code. As part of the approval process, applicants must illustrate how these requirements will be met, including how stormwater naturally flowed on the property prior to any development activity, and what changes in stormwater flow will occur. A permit normally requires 7 to 10 business days to process. Signature of applicant: Mt✓ -et,.,{' ( c -2 Date: GI - 2.9 - Z-0 ' 0 Printed name: Y�1 _Ci(\ \ V « The following will be completed by City of Tybee Island personnel. Zoning District Flood Zone BFE DFE Approved zoning action? Verified street address If new, has it been reported to MPC, CRC, etc.? Number of egresses? Average adjacent grade feet Drainage and Erosion Control plans approved? Approval Building Official Water/Sewer Public Works Fire Chief Planning & Zoning 'gn ure New _ Existing Date 2 FEES so , oc, Permit 00 Inspections 3 00 - I Water Tap ��" CC Recovery '' /I Sewer Stub ` , " Aid to Construction Engineering Cop era Plan deposit refund TOTAL (O,' .SD 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.oaswcc.org/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://oaswcc.georgia.qov/. Also see pages 9 through 12 of this packet. Attention to the Construction Exit is not limited to the installation, but must also include the material. Specifically, job site personnel are not checking to ensure the stone delivered is the 1.5 -inch to 3.5 -inch stone they requested. Gradations that are obviously smaller will not be tolerated. The smaller stone allows for a smoother surface with smaller voids, thereby reducing the function of the Construction Exit. Type A sediment barriers are not allowed where Type C is required as shown on the approved permit drawings. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant: steel or wood posts, post spacing, Type C or A, etc. Past violations have resulted in: 1) Sediment discharge from the site which causes unsightliness, inconvenience to others, unnecessary cleanup, and Violation Notices. 2) Increased maintenance efforts by the Department of Public Works on downstream lines. 3) Due to item 2, higher costs to island taxpayers. While these deficiencies are not the only ones, they are the most common. Heeding the above cautions should result in fewer infractions. Downer Davis City of Tybee Island Consulting Engineer February 2013 SIGNATURE OF ACKNOWLEDGEMENT Signature of contractor: trAi J 6BU'' Ck, Printed name: NNIV \V e \ Cet (-3.4 Date: CA— - —( 3 Street address of project 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 Plumbing company "V kekee- ,-4-1 „u- J Act-t`Cr c-4t/v/ . S Plumbing contact person & phone numbers office Jr\ j /` cell Name of property owner(s) rY �MAQ._1 ►�}& n'} 1t) ke l�-4 I(av i Phone numbers of property owner(s) Ss2 Details of project office Alt �Y T►'�l l ( l� �J IC E 44� L' Residential 4v Commercial Enter the required number of water taps/meters and sewer stubs: WATER TAP/METER SEWER STUB Number Meter Number Stub of Taps Size of Stubs Size l '- 3/4" '1, --- 4" 1" 6" 1-1/2" 8" 2" Unauthorized use of water prior to installation of a water meter is prohibited. cell Installation of lines and meters are the responsibility of the owner/contractor. Contact the Water/Sewer Department at 912.472.5051 for line and tie-in locations and for inspections. Contact the Planning & Zoning Department at 912.472.5030 to arrange for water meter pick up. It is the responsibility of the owner to establish a water/sewer account with the City. An application and deposit are required. Contact 912.472.5025. Signature of owner: 40 ) Date: Printed name: ri/t tivekL7- (11-1- I) v Signature of contractor: % "'t (,dAt, ,./(4.16/7 Printed name: tV t CjA ik&A l: (.iov 01-2-q- zoo ° Date: — 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 1 5 Se)\( -o'i) , ue require an infrastructure alteration permit? street address of project ['Yes ❑ No Description of alteration: f1 u Q ;rt.) vim. ek fu s c /1/ 5du.#i 5 use s ?t4).%) in) c11.1-41/41, r1/4) wat r, -e_ p 117_ 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: "LGdoi' 0.,,,'l Printed name: flJ1 c.JAIA4 C (to Date: —,2q— Z0.2.0 5 CITY OF TYBEE ISLAND Temporary Electrical Service Affidavit Street address of project: 73 ¶ca (E' in -dl , J A This notice is to confirm the understanding of the owner and contractor of the compliance requirement of the Georgia State Minimum Construction Codes. It is understood and agreed by the undersigned that the requested temporary electrical power is intended for the completion of the construction process and the testing of equipment installed within the structure. It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval to occupy the structures. A Certificate of Occupancy must be issued by the City of Tybee Island prior to the structure being furnished and/or occupied. The owner and contractor are hereby held responsible for any violations to this policy. A violation of this policy may result in discontinuance of the electrical service. Temporary electrical service will be granted as an aid to complete construction only. It may be revoked as circumstances dictate. Means shall be provided to disconnect all conductors from the service -entrance conductors. NEC 230.70 State Energy Code Affidavit I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings, 2009 Edition, with Georgia Amendments. A Georgia Energy Code Compliance Certificate will be required at project completion. It is understood and agreed by the undersigned owner and contractor (if applicable) that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or misrepresentation of fact, with or without intention, of the permit issued which was based on the approval of this application. The owner will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held legally liable for any violations which may occur with or without his knowledge. The owner shall be allowed to request a Certificate of Occupancy when all inspections (building and site) have been approved. SIGNATURES for Temporary Electrical Service and State Energy Code AFFIDAVITS Signature of ownertiltatejjterVo-irt& Printed name: C lInv C r& Date: 6/- ' E'G Signature of contractor: M, , � U7d�, Date: — 2 ?CSC o Printed name: c+ 4 C U ov i cL 6 I Subcontractor List 10 Street address of project: 73 So v, cw At.).e 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 E/ /Gil / `� OckirV a, Business type Addr ss L /c.en05 # &W 21 LD-1'f Cell number ©/ / Z -5117-31/65 Contact person dine/ G(l vi&k Office number 2. Company AO idekilArciellicWet 6ideeff Business type PLA-✓W0 i 6- Address Cell number Contact person Office number 3. Company 7 be_ c ,,F g.V'vt,'`A- i 4 `�5('0e_ b r 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 IAYOR ason Buelterman Try COUNCIL {arry Brown, Mayor Pro Tern Vanda Doyle ohn Branigin Monty Parks ulie Livingston CITY OF TYBEE ISLAND )ctober 3, 2019 Hike Galovitch 73 Solomon Ave. rybee Island, GA 31328 CITY MANAGER Shawn Gillen CITY CLERK Janet LeViner CITY ATTORNEY Edward M. Hughes Re: Flood zone determination PIN: 40020 03002 To Whom It May Concern, According to the Flood Insurance Rate Map effective August 16, 2018 the above referenced parcel is in the AE -9 floodzone. Feel free to contact me should you need any further information. Sincerely, George Shaw, CFM Asst. City Manager 912-472-5031 P.O. Box 2749— 403 Butler Avenue, Tybee Island, Georgia 31328-2749 (866) 786-4573 — FAX (866) 786-5737 www.eityoftybee.org REScheck Software Version 4.6.5 Compliance Certificate Energy Code: 2011 Georgia State Minimum Standard Energy Code Location: Tybee Island, Georgia Construction Type: Single Family Project Type: New construction Glazing Area Percentage: 17% Heating Degree Days: 1851 Climate Zone: 2 Construction Site: Owner/Agent: Designer/Contractor: Compliance: 23.5% Better Than Code Maximum UA: 391 Your UA: 299 The % Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Maximum SHGC: 0.30 Your SHGC: 0.25 � ,, Assemt C1 r, � � <,•� 4 1.$. AN * 'ti, .4i ply Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c.:Not Attic Kneewall Window 1: Vinyl/Fiberglass Frame:Double Pane with Low -E SHGC: 0.25 Door 1: Glass SHGC: 0.23 Wall 2: Wood Frame, 16" o.c.:Not Attic Kneewall Window 2: Vinyl/Fiberglass Frame:Double Pane with Low -E 36 0.400 14 SHGC: 0.25 Door 2: Solid 20 0.340 7 Wall 3: Wood Frame, 16" o.c.:Not Attic Kneewall 440 19.0 0.0 24 Window 3: Vinyl/Fiberglass Frame:Double Pane with Low -E 41 0.400 16 SHGC: 0.25 Wall 4: Wood Frame, 16" o.c.:Not Attic Kneewall 440 19.0 0.0 22 Window 4: Vinyl/Fiberglass Frame:Double Pane with Low -E 72 0.400 29 SHGC: 0.25 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 1450 19.0 0.0 68 1450 38.0 0.0 44 330 19.0 0.0 13 72 0.400 29 48 0.360 17 330 19.0 0.0 16 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2011 Georgia State Minimum Standard Energy Code requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. JoAnn Green / Designer 1/9/20 Signature Date Name - Title Project Title: Report date: 01/09/20 Data filename: C:\RESCHECK FILES\GALLOVITCH.rck Page 1 of 5 REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2011 Georgia State Minimum Standard Energy Code Location: Tybee Island, Georgia Construction Type: Single Family Project Type: New construction Glazing Area Percentage: 17% Heating Degree Days: 1851 Climate Zone: 2 Ceilings: ❑ Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments* Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c.:Not Attic Kneewall, R-19.0 cavity insulation Comments* ❑ Wall 2: Wood Frame, 16" o.c.:Not Attic Kneewall, R-19.0 cavity insulation Comments' ❑ Wall 3: Wood Frame, 16" o.c.:Not Attic Kneewall, R-19.0 cavity insulation Comments' ❑ Wall 4: Wood Frame, 16" o.c.:Not Attic Kneewall, R-19.0 cavity insulation Comments. Windows: ❑ Window 1: Vinyl/Fiberglass Frame:Double Pane with Low -E, U -factor: 0.400, SHGC: 0.25, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments' ❑ Window 2: Vinyl/Fiberglass Frame:Double Pane with Low -E, U -factor: 0.400, SHGC: 0.25, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break'? Yes No Comments: ❑ Window 3: Vinyl/Fiberglass Frame:Double Pane with Low -E, U -factor: 0.400, SHGC: 0.25, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break'? Yes No Comments' ❑ Window 4: Vinyl/Fiberglass Frame:Double Pane with Low -E, U -factor: 0.400, SHGC: 0.25, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break'? Yes No Comments: Doors: ❑ Door 1: Glass, U -factor: 0.360, SHGC: 0.23, Comments: ❑ Door 2: Solid, U -factor: 0.340 Comments* Floors: ❑ Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Project Title: Data filename: C:\RESCHECK FILES\GALLOVITCH.rck Report date: 01/09/20 Page 2 of 5 Comments' Floor insulation is installed in permanent contact with the underside of the subfloor decking. Solar Heat Gain Coefficient: ❑ Solar Heat Gain Coefficient (SHGC) values are determined in accordance with the NFRC test procedure or taken from the default table. Air Leakage: ❑ Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. • Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings between window/door jambs and framing. ▪ Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space (e.g., attic, unconditioned basements and crawlspaces) are weather-stripped and insulated (without insulation compression or damage). Where loose fill insulation exists, a wood framed or equivalent baffle is installed to maintain insulation application. Required insulation values are as follows: (1) Hinged vertical doors have a maximum U -Factor of U-0.2 (R-5 minimum) (2) Hatches/scuttle hole covers have a maximum U -Factor U-0.05 (R-19 minimum) (3) Pull down stairs have a maximum U -Factor of U-0.20 with a minimum of 75 percent of the panel area having R-5 minimum insulation ❑ Where air permeable insulation exists in vented attics, baffles are installed adjacent to soffit and eave vents. A minimum of a 1 -inch of space is provided between the insulation and the roof sheathing and at the location of the vent. The baffle extends over the top of the insulation inward until it is at least 4 inches vertically above the top of the insulation. • Masonry, site -built fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness complies with a post construction blower door test result of less than 7 ACH at 50 Pascals. Test conducted by a certified Duct and Envelope Tightness (DET) verifier. Materials Identification and Installation: D Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R -values, glazing U -factors, and water heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: • Building framing cavities are not used as supply or return ducts. All supply and return ducts are lined with metal, flex duct, ductboard or other material approved in section M1601 of the IRC. • Without exception all closure systems have mastic applied that is at least 2 mm (0.08 inches) thick. All joints and seams of air ducts, air handlers, filter boxes are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181 B#and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet -metal screws. Exceptions: Joint and seams covered with spray polyurethane foam and mastic. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). D Duct tightness test has been performed by a certified DET verifier and meets one of the following test criteria when tested at 0.1 inches w.g. (25 Pascals): (1) Rough -in total leakage test (RIT) with air handler installed: Less than or equal to 87.0 cfm (6 cfm per 100 ft2 of conditioned floor area). (2) Postconstruction total leakage test (PCT; including air handler enclosure): Less than or equal to 174.0 cfm (12 cfm per 100 ft2 of conditioned floor area). (3) Postconstruction leakage to outdoors test (PCO): Less than or equal to 116.0 cfm (8 cfm per 100 ft2 of conditioned floor area). Project Title: Data filename: C:\RESCHECK FILES\GALLOVITCH.rck Report date: 01/09/20 Page 3 of 5 Temperature Controls: ❑ Where the primary heating system is a forced air -furnace, at least one programmable thermostat is installed to control the primary heating system and has set -points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. ❑ Heat pumps having supplementary electric -resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: D Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. o For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. o Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: • HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: D Heated swimming pools have an on/off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. • Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and/or waste -heat -recovery systems. ❑ Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60% of the heating energy is from site -recovered energy or solar energy source. Lighting, Power, Mechanical Requirements: • A minimum of 50 percent of the lamps in permanently installed lighting fixtures are controlled with an occupancy/vacancy sensor or automated lighting control system, or can be categorized as one of the following: (a) Compact fluorescent (b) T-8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage <= 15 (d) 50 lumens per watt for lamp wattage > 15 and <= 40 (e) 60 lumens per watt for lamp wattage > 40 ❑ Power attic ventilators are not permitted to be connected to the electric grid. Solar -powered attic ventilators are allowed. ❑ Central HVAC system does not use electric resistance as the primary heat source. Exceptions: Alterations of 50% or less of the original conditioned floor area in dwellings originally permitted after January 1, 1996. Alterations to dwellings originally permitted before January 1, 1996. Other Requirements: ❑ Snow- and ice -melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement's'). Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel or air handler listing the predominant insulation R -values; window U -factors; type and efficiency of space -conditioning and water heating equipment.. The certificate shall also list the calculated heating load, sensible cooling load, latent cooling load and cfm for space conditioning the duct tightness and envelope tightness test results. Buildings classified as R-2 occupancy shall indicate that the visual inspection option was used or provide envelope tightness test results. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: Report date: 01/09/20 Data filename: C:\RESCHECK FILES\GALLOVITCH.rck Page 4 of 5 2011 Georgia State jr Minimum Energy Code Insulation Rating R -Value Ceiling / Roof Above -Grade Wall Below -Grade Wall Floor Ductwork (unconditioned spaces): 38.00 19.00 0.00 19.00 Glass & Door Rating LI-Factor SHGC Window Door 0.40 0.36 0.25 0.23 Envelope Tightness Test Results CFM50 Total Conditioned Volume ACHSo DET Verifer (Name/Phone) Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: HVAC Loads Heating Load Sensible Cooling Load Latent Cooling Load Total Air Handler CFM Load Calcs by (Name/Phone) Duct Tightness Test Results Test Type (PCO, PCT, RIT) CFM25 Floor Area Served (s.f.) Test Result(%) DET Verifer (Name/Phone) Builder/Design Professional: Comments: Date' Lisa Schaaf From: Downer Davis <dkdjr071419@yahoo.com> Sent: Friday, October 2, 2020 12:53 PM To: George Shaw; Lisa Schaaf; Peter Gulbronson; Mark Boswell Cc: Michael Gallovitch Subject: Re: michael gallovitch project - first submittal George, I offer the following comments: 1) On C2, in the southeast area of the topo, a swale/ditch ranging up to 2' deep is shown running parallel to Solomon Avenue. This swale/ditch is labeled Swale "C", but no detail of "C" is provided. A detail is needed. Sufficient detail is needed to show the top of swale/ditch in Solomon Avenue with the distance from the edge of gravel roadway shown. 2) Clarifiation is needed on which swale cross-section the swale between "C" & "D" is to be. As it's not an extention of either, and is separated by turns, labeling is needed. DPW 3) DPW concurrence is needed for the shallow unlabled swale between"C" & "D". As it's shallow and perpindicular to the R.O.W., High maintenance of this swale may warrant underground piping from the existing grate inlet to the location where the proposed swale crosses the property line. 4) The "5" contour on C2 needs correction. Assumed elevation at the driveway connection to the gravel roadway are to be shown. Clarification of whether a drive over swale or straight slop will be installed in the driveway near the gravel roadway. 5) There are indications of W&S mains on this side of Solomon, west fo the driveway. If verification on no existing or planned mains in the area of proposed Swale "C" cannot be given, separation of these from the slope and bottom of the swale/ditch is needed. 6) The location of Swale "B" on the plan view is needed. Details for Swales "C" & "D" are needed. 7) I do not find information of the proposed driveway being at a drainage high point along the north side of Solomon Ave. Unless the Engineer can provide information on the plans showing the proposed driveway is at a high point drainage flow across or beneath the proposed driveway will need to be quantificed and engineered conveyance added to the plans. 8) On the NE side lot line a swale detail with a berm or other is referred to. I could not find this detail. 9) This review is for drainage only. I understand that water and or sewer services will be added. 10) The plans show the proposed walkway ending at the end of the existing travel lane (drive) in Mortar Ave. The proposed storm drainage lines in Mortar are being considered in this site design. The plans do not include design for this walkway to enter the Mortar Ave. R.O.W. No action is required, but approval of these drawings will not include permission for the walkway to be connected beyond the limits shown on these plans. 11) I'll complete my review of the drainage report when the above comments are addressed. Downer On Friday, September 25, 2020, 10:20:57 AM EDT, Mark Boswell <lahbos@bellsouth.net> wrote: 1 Chatham County, Georgia https://www.chathamtax.org/PT/Datalets/PrintDatalet.aspx?pin=4... PARID: 40020 03001 GALLOVITCH MICHAEL LEE 73 SOLOMON AVE Most Current Owner Current Owner Co -Owner GALLOVITCH MICHAEL Care Of Mailing Address GALLOVITCH DEBBIE H. 8 ROMERLY ROAD SAVANNAH GA LEE 31411 Digest Owner (January 1) Owner Co -Owner Address 1 2ddress City State Zip GALLOVITCH GALLOVITCH DEBBIE H. 8 ROMERLY ROAD SAVANNAH GA 31411 MICHAEL LEE Parcel Status ACTIVE Parcel ID 40020 03001 Category Code RES - Residential Bill # 2944285 Address 73 SOLOMON AVE Unit #/ Suite City TYBEE ISLAND Zip Code 31328 - Neighborhood 20270.00 - T270 TYBEE SCREVEN Total Units Zoning R-1 Class R3 - Residential Lots Appeal Status Legal Description Legal Description LOTS 1 + 2 BLK 15 BAY WD TYBEE Deed Book 1588 Deed Page 0288 Inspection Inspection Date Reviewer ID 08/03/2020 RKRYZAK 01/12/2016 KMMORENO 05/24/2007 GDWHIDDO Annraicarl V2Illa_S 1 of 1 9/25/2020, 10:34 AM SAGIS Map Viewer 9/25/2020, 10:36:37 AM Effective Flood Zones (2018) AE - Inside the 100 year Flood Zone A - Inside the 100 year Flood Zone AE Floodway - Inside a Regulatory Floodway VE - Inside the 100 year Flood Zone w/ Velocity Hazard NMI X_500 - Inside the 500 year Flood Zone X - Outside the 500 year Flood Zone SAGIS 1:1,128 0 0.01 0.01 S S I I 0 0.01 0.03 0.03 mi I, 0.05 km SAGIS Esri Community Maps Contnbutcss. Savannah Area GIS, BuikdingFootprMUSA Esri, HERE, Garin, SafeGraph, INCREMENT P, ME n/NASA USGS, EPA NPS, US Census Bureau, USDA I SAGIS SAGIS Map Viewer 9/25/2020, 10:34:48 AM Property Boundaries (Parcels) SAGIS 1:564 o 0 0.01 0.02 mi ,, , 1 I I 0 0.01 0.01 0.02 km SAGIS Esri Community Maps Contributors, Savannah Area GIS, Bui,dingFootprintUSA, Esri, HERE, Gamin, SafeGraph, INCREMENT P, MET1INASA, USGS, EPA, NPS, US Census Bureau, USDA! SAG'S DAVIS ENGINEERING PO Box 1663 Tybee Island, Georgia 31328 November 09, 2020 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: Gallovich on Solomon Ave. Dear Mr. Shaw: I have reviewed the Engineer's Thu, Oct 29 at 9:45 AM response. 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 drainage requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by the GA D.O.T. 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, , --,tea-/ Downer K. Davis, Jr., P.E. 22101608 Lisa Schaaf From: Mark Boswell <lahbos@bellsouth.net> Sent: Thursday, October 29, 2020 9:45 AM To: George Shaw; Lisa Schaaf; Peter Gulbronson; Downer Davis Subject: MIKE GALLOVICH PROJECT RE -SUBMITTAL Attachments: MG-73-RESPONSE-10-29-20.pdf; MG-73-SOL-DRAWINGS-10-29-20-Binder1.pdf 1 BOSWELL DESIGN SERVICES, INC. OFFICE: 4700 EAST HIGHWAY 8O UNIT N, SUITE 1 MAILING : 103 NASSAU DRIVE SAVANNAHA, GEORGIA 31410 912 - 897 — 6.932 LAHBOSOBELLSOUTH.NET October 25, 2020 George Shaw / Lisa Schaaf Planning and Zoning Department Tybee Island, Georgia Re : Michael Gallovich Project 73 Solomon Avenue Tybee Island, Georgia George / Lisa, Please find in this submittal the revised plans and responses to the review engineers comments for the last submittal as shown below : No. Response I . Have complied — revised plan to be legible. 2. Comment previously satisfied. 3. Comment previously satisfied. 4. Have complied — added "gade to drain". 5. Comment previously satisfied. G. Comment previously satisfied. 7. Comment previously satisfied. 8. Comment previously satisfied. 9. Will attempt to comply to anything DPW asks us for. 10. Comment previously satisfied. I I. Calcs accepted. Thank you for your assistance and please do not hesitate to contact us if you should require more information. We may be reached at 897-6932 or e-mail to lahbos@bellsouth.net. Sincerely, Mark Boswell Lisa Schaaf From: Downer Davis <dkdjr071419@yahoo.com> Sent: Monday, October 19, 2020 2:48 PM To: George Shaw Cc: Peter Gulbronson; Mark Boswell; Lisa Schaaf; Michael Gallovitch Subject: Re: resubmittal and responses for michael gallovich project George, My prior comments, Mark's response in italics, and my current findings are listed below. 1) On C2, in the southeast area of the topo, a swale/ditch ranging up to 2' deep is shown running parallel to Solomon Avenue. This swale/ditch is labeled Swale "C", but no detail of "C" is provided. A detail is needed. Sufficient detail is needed to show the top of swale/ditch in Solomon Avenue with the distance from the edge of gravel roadway shown. Have complied — removed swale and revised — added inlet. Info on grate was cut off. Cannot view info on grate top and apparent throat cut in north side. 2) Comment satisfied. 3) DPW concurrence is needed for the shallow unlabled swale between"C" & "D". As it's shallow and perpnndicular to the R.O.W., High maintenance of this swale may warrant underground piping from the existing grate inlet to the location where the proposed swale crosses the property line. Have complied — revised swales and added inlet. If DPW concurs with the open swale perpendicular to Solomon, I'll consider this comment satisfied. 4) The "5" contour on C2 needs correction. Assumed elevation at the driveway connection to the gravel roadway are to be shown. Clarification of whether a drive over swale or straight slope will be installed in the driveway near the gravel roadway. Have complied — revised grading, added low area in drive. It appears to me the current design has shallow ponding in the large side yard & ROW between the proposed driveway/house and Mortar Ave. This can easily be resolved in the field during construction. I'll concur if the Engineer will at least put a "grade to drain" with flow arrows or provide other suitable resolution. 5) There are indications of W&S mains on this side of Solomon, west of the driveway. If verification on no existing or planned mains in the area of proposed Swale "C" cannot be given, separation of these from the slope and bottom of the swale/ditch is needed. Have complied — revised swales. I stated "west" and I should have included "east". However, the swale reference was on the east side. The existing W&S shown on the plans along the north side of Solomon do not clarify where they end. Hopefully, there will be no interference. If so, a field change should not be a challenge. I'll respect the Engineer's comfort on this item and concur with him. Comment satisfied. 6) The location of Swale "B" on the plan view is needed. Details for Swales "C" & "D" are needed. Have complied — removed swale C and D. Comment satisfied. 1 Lisa Schaaf From: Mark Boswell <lahbos@bellsouth.net> Sent: Wednesday, October 7, 2020 10:48 AM To: George Shaw; Lisa Schaaf; Peter Gulbronson; Downer Davis; Michael Gallovitch Subject: resubmittal and responses for michael gallovich project Attachments: MG-73-RESPONSE-10-7-20.pdf; MG-73-SOL-DRAWINGS-10-7-20-Binder1.pdf 1 BOSWELL DESIGN SERVICES, INC. OFFICE : 4700 EAST HIGHWAY 80 UNIT N, SUITE I MAILING : 103 NASSAU DRIVE SAVANNAHA, GEORGIA 31410 912 - 897 — 6932 LAHBOSOBELLSOUTH.NET October 7, 2020 George Shaw / Lisa Schaaf Planning and Zoning Department Tybee Island, Georgia Re : Michael Gallovich Project 73 Solomon Avenue Tybee Island, Georgia George / Lisa, Please find in this submittal the revised plans and responses to the review engineers comments for the last submittal as shown below : No. Response I. Have 2. Have 3. Have 4. Have 5. Have complied complied complied complied complied — removed swale and revised — added inlet. — removed swale C and D, only swales A and B are on plans. — revised swales and added inlet. — revised grading, added low area in drive. — revised swales. G. Have complied — removed swale C and D. 7. Have complied — revised grading, added low area in drive. 8. have•eomplied — detail already exists on C2. 9. To the best of our knowledge, utilites are not required on residential drainage plans. 10. Have complied — revised walk to terminate at right of way. I I. Thank You. Thank you for your assistance and please do not hesitate to contact us if you should require more information. We may be reached at 897-6932 or e-mail to lahbos@bellsouth.net. Sincerely, Mark Boswell / ! LEGEND / / gyp. p.a , \ // G /�\ y • h� ti. try, n" CC� q• j % v/ , \,yR� \ ` NEW EXISTING DESCRIPTION/ Q [___I BUILDING a RESURFACE ASPHALT PAVEMENT Ip I 1 I ASPHALT PAVEMENT TYPE I } O ASPHALT PAVEMENT TYPE 1 I Q CONCRETE PAVEMENT pP y / v \` hh or7' O I CONCRETE SIDEWALK /wr , '/ .....;` <' STORM DRAIN UNE // ,/A{l/ , ' /I' a °Ai'`, .� \ �" yF —SS— —ss— SANITARY SEWER UNE ,� / % a.,'4,. • / •,, \ . oa e — w — — W — WATER UNE / / / / � w{wrry \I`. \ \ ' • 5 SANITARY SEWER MANHOLE /Dite:r_ L331 ///// ! `' 'xsi_1 _ _ _y! \ .. G .V � GAS VALVE / / /,rNw w°Ly `__ i 1.8 , \\ P RN W -V® WATER VALVE / ,s l y 'A ro ,.,' / / De n ♦ N. gyp I • W ,MO .. V� It — e \ rp WATER METER o' �wu "'----•-e, ---- ,r+/-4L___ .. 1"/,,,t,4 —_— 'er � -*'�--_�--�` _ T� FIRE HYDRANT .. a r �\ pp° mt IA / as 10. oA rqy.` -c SIGN r+ / v •: ' ry "�T� // m — FLARED END SECTION PA _ ,> —' ., IL om --ax �yV' SPOT ELEVATION y e •,''';'" 1ft / /- 'N -- •-......_ �7 g— I to / * r \ \ [ \ ` d ..a1 .,9-\ CONTOUR W `"� ~ BOSWELL DESIGN SERVICES, INC . OFFI CE 4 '00 EAST 1114 MVO' BO U. N'. Su MAR.J NG IUJ NASS AUD1 H S AVA NNA GE ORGIA 11410410 — — — — a �i TT T _ I.E .a.tS I .E.N .13 INVERT ELEVATION L — — —t— CHAIN UNK FENCE p,f. Q..Na m. m Solo man Ave. — R/W Varie s Grew, atl"°" — — DITCH INVERT — PROPERTY LINE BPD IRON PIN FOUND 11 !f 1 i I I` d EXIST IN G SIT E AND D EMOLITION PLAN e to 1W 18 .83 TOP OF WALK 1P 14 .65 TOP OF PAVEMENT FG 16.1 FINISHED GRADE IS 18.10 TOP OF STONE TO 16.10 TOP OF GUTTER TC 18.10 TOP OF CURB AG P ROJEC T A VEN UE 3EORG1A 313 28 GEORGIA D EMOLITI ON PLA N x,le-sue.. C �a Fol `L�a O ?` SPECIAL AVERAGE GRADE N OTES: SPECIAI AE AND DE GM DOLED Le,EC, D"'' urvG, r 0'3/D A n �e 2N I THE A VERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE BUILDING EIEIGHT IS TO id- OBTAINED PROM THE ITN,ISLAND MANNINGInuR AND ZONING DEPARTMENT uN LA -�svL iLODD II Av-ra rllur,riEn rl• m I.` Tn Ow mEl nre .n urA Nlxunn of AaG•,Etram Nv k al n ,uL,G r•cu.. r� EN Z H N O ZZ eco t x'wu A TJI'El Rar n lL LU Ne A'3=Unr ur Le � ESLi untw DS! OWED Av+A u./T AURAE Or Loren vr oxuaei.,� RXI W S PECIAL BUIL DI NG SE T BAC K LINE NOTES: nw. Liz - ,.r bO 6' x AN. 1. Tilt BUILDING OUTLINE SHO WN ON TIEL PLANS 15 ASSU MING TILE MOST OUTSIDE PART OI THE BUILDING, Aba ewAeIE,Te ao0a) Ab0f nnu&T N.LLee iz �- CRAu 2. Tilt MOS1 OUTSIDE PART OF Tot BUILDING INCLUDES ALL SI DI NG. a,eu An Are. . A. , .re x. ouir su iry ve e_Y TA,rAr AL,EM,56.1 .• nneat _ SIIU11LRS, GUTTERS. DOWNSPOUTS, DOWNSPUT BOOTS, T OM W ORK 01 '•"I ' r n L u. m u e w «..vAr. .. ,,, r x .. a _a,. AN Y KIND OR OF COVERIN G OR ALSTt I, PART OF THE SUIT DING Roe /LAD/ t1He ILI ' as AIMARCHITECT 3, CONTRACTOR 15 'f0 COORDINATE BUILDING WIT'T THE OWNEr ..'!D t" ,''' o nu cnx ..,,,O.'4,=,‘, '""rOx t � rrROrNwTtu Err LICHAI A UON Twe R• ARCH. AL alEr LAND TO MAKE SURE THAT NO PART OF THE BUILDING. WITH TILE EXCEPTION OF THE OVERHANG, PR OTRUDES OUTSIDE OF THE BUILDING SET BACK LINE VERTICALLY FRO M THE GROUND LINE TO THE BOTTOM OF [[ p�l0)101az!i0 Imp V/1111 SAM E. A NA 001111C AND AILLEIT-0 LrAt NOTE_ THE R OOF OVERH ANG GUTTER SYSTEM IS TO BE INCLUDED AS PART OFCO NINICI: THE ALLOWED OVERHANG, ,. eo . pre r NA COxTCN rek n nr r e r or rn e 7 n u ve.w .lA A. C0N5ULT THE ', SEE PLANNING AND ZONING DEPARTMENT F OR BUILDING SET BACK LINE REQUIRE MENTS It A GU'iltR SYSTEM IS UTILIZED AND FO R} Ran n G n ' . AD A eD n xD r w.AT _. ow .vT •tee GEpp �I� .&'L TO R M ...v rO Toeo DOWNSPOUTS, D OWNSP OUT BOOTS, FIREPLACES, ELEVATOR SHAFTS,J,,,,,,,riv.. ROOT DECI L• STAIRS AND AC .;O MPRtSSOR'•f S- C ONSULT THE ',BEE MANNING AND Z ONING DEPARTMENT F OR BUILDING r # F`� ' L.o n tw cl Ox . WI,.ne OT OrT •r SLAND RIG HT or 101 $ET BACK LINE RE OU RE MENTS If A SPREAD FOOTING IS USED. X met.,met.,ro TOM neon• snNO/ Ht DISCHARGED xSMALL INTO The 9TGNAIGAITE>YYR1I G. CERTIFICATE OF OCCUP AN CY WILL N OT BE GRANTED IF ANY P ART OF THE sr-C,xL wII-rkL�enonr• . •. D BUILDING (INCLUDING SIDING. SHUTTE RS GUTTERS, DOWNSPOUTS C OWNSPAU I L•tlA G. TRIM . W ATER T ABLE OR ANY AI' YI tL . ATIC W ORK. ETC.) EXTENDS OVER Tilt BUILDING SE B ACK LI II WI Mali A VARIANCE. 11 0, CONTE/0E 0R 0100 0 Ok C AN RE ASAANAGALAtIr rrArCELD TU H AAT ANC/. Or ,e, MOIL. IC C ..„,,,r&nu RI.OL nm r uas MATED e Of s+ln ,.e w. exOk wrl HlOr Ior HcllerrG YAMS WKS , • 4,1 J, F G ; i t�j ��nn ox Awe /AP / � ROOF PLAN s A^ oeuix c5 ^(/ x by y yo jl J�mil/ , ,o11 IsiM 0-3.3, IRC.IAX[AtA 4) �� I•M 0HY \ I\ vNeES Vr�a6woo _ mot 5 mil/ J 1 '\ I D ENw I ---) _ ii vA Ld ...: vr . • h ¢vm // l Pql" I -MM a / \vA MORTAR U/Wi510E2 i z 'a0°°uN ji , r F P /�n+Av'_ar� a9.n�_� //. ZrY /i j!j//i// j//j%� /i lV i/j•/[ii/T//i.// Aa++� 4o �/•7 �,, YP J — arvxv A � u�^ /-u ^dt w_i r� .. lij •es SAIE� 'B' DE TAIL I-4 ° tl's: ,. 1. .. ///,/ ///j/ //r'• ..I r . .. 14. `OUOrv +OAaa0L11 LAB 6, P5119-1 / mfw .^ V' —„. rA {yp . . ..1,_j__/____.. — REAM "s. / „� I Solo mon Ave. R/W Varies iACC ORDING D I . THI E DE VEL OPME NT TO GI RT, I 305 1CO2 I G 15 WITHI N FL OOD CO NE AGM C OMMUNITY P.EL W AIL ER II It 1 OSDAI 1 A B 2. CONTRACT'S err ANY CO STRDD DON ° ye ar/Lew year/LewELe v,10. re OR TO ACLIVITieb I I I[ g� PROPOSED SITE PLAN 4tc d..�; i. -Pr ,�.' i GRATE INLET DETAIL SPECIAL A VERAGE GRADE NOTES: 1 THE AVERAGE GR ADE TO BUILDING HEIGHT 15 TO BE AND Z ONING DEPARTMENT BE USED AS A BASE ELEVATION TO SET THE OBTAINED FRO M THE IYBES ISLAND PLANNING TRAPP E AND RIMIT OF•WAY NOTES m I ALL ROAD C LOSINGS. DEMURS AN U I net 10 be !- G CI COORDINATTO WITI1 Mt • CY OE 1Wtt ISLAND, GEORGIA G G INFORMATION NODE w w z FERND+A E ANY AND M OM THE LLL NECESSARY TREATS MUST DE OBTAINED Crow wOK K w ar e) RIGHTOP-War. Of MR ISLAND PRI OR TO CO MMENCE 1PROPC -. LDI rINISMED FL OOD STUD Y MAPS AND 2. pR OEOS ED BUILDINGS ANC 50OR ELT NDNS AR[TO BE --- AS MR FEW EPER THE CITY Oft WELEL AND, GE ORGIA ORDINANCES. TO BC SUPPORTED ON RS OR P OUND/ EONS ttz5 �O¢ ff.,-0 OION w �� LL IN wHICH EA . SAN. P .tti tI ON ME. 201. REQUIREMENTS AS REE D AS W o � 2O �q yyyg ❑ N LEGEND �M ITEM EXISTING PROPOSES 'El Z SPEC IAL BUILDING SE T BACK LINE NO TES : TOPS .>• iZ3 Nf � 1 _ MR BUILDING OUTLINE SHOWN ON THE MANS IS ASSU MING THE MOST Our, A HART OF THt BUILDING Me a eAOST Out SIDE BUILDIN G INCLUDES ALL SIDING. Sn UTTERS. GUTTERS. D OWNSP OUTS, MOIST, BO OTS, T WW ORN OF ANY KIND OR TYPE Of CO VERING OR AESTETIC PA RT OF THE BUIL DING. CONTOU RS —1Y- DRAINAGE RHONE . FLO W t ~M ARROWS MERITS OR IS To C OORDINATE ALL G INS MATT EL roi I EC'AL. CABLE AND ANY OMER RL OUIRED U UT. wlm ME N vIUTA AGfN CRS. NSIBL E YOR LOCATING ALL EXISTING A RON TO CO MMENCING OF CON3TRURION A {'IIVITICS — - —� 3 CONTR ACT ORS TO C OORMNATE WILDING W an Mr OWNER AN D AF GEITECT TO MNI SURE TIIAT NO PART OF I it BUILDIN G,WIT THE beitTION OE LYIT S. 1 F RIANG,PR ODAUDIE OUTER. 01 TILE BUILDING SET BACKINHAKO L TO OM OF AC LINE VERTICALLY TOP OF A ND PARKING o iv SLAB TORA CONNFLI TWTH SAMh ANY DMmAue 10 al 'CDR im ica, SLIALL BeRtPAEEUAlmeehet OriR- T RUT lAet AD UtMOL i ON wOw. W in m, -T . N OVERHANG. GUTTER -I CL D 6' 1 ARC . -RN t T''' A, 10 Tilt ALL OWED O Oak WILL { P OF Tnt COI?Ig 0R . k r,,,,T,a-pairvive WALL DETAIL.. - - 4. CONSULT THE TWEE PL ANNING AND ZONING DEPARTMENT FOR BULLING UTILITIES NOT TO BR UTILIZED SET SACK UNE RE QUIRE MENTS IF A GUTTER SYSTEM 15 UT L ZeD AND FOR Flxm To �t4 P4AT Rt o Aw DO NOT A BANDON u i E5 N PUCE UTILITIES 4ll meo, t+ UHIR +nl A+n n n� MUM rn re DOWNSPOUTS DOWNSPOUT B OOTS , FIREPLACES, ELEVATOR SHAM BAD GE RS AND AC COMERESS ORS 2 ALL aWwuE [A.auexrs To of en a KAvnARs u 5. CONSTRUCTIO N REMO VE ALL TREE, AS NECS 0 P U.:D li E Iq ^ ~— +� Iwal.x TO'4,, rw • p nw r n. o wav[ RARn 5, C ONSULT Tile ttB [ ^ OWING NO ZONING Df Mt ET Y UR BUILDIN G SET K �'OUK MENT S SPW 'J.F OO L.S USED 6 Cf TIP CA a 01 OCCUP NC IL NOT BC GR ANTED 'ANT OF THE X TES PReveN Dee/La TO TAMING Tee9 will. F05BIBLe . TO EE .. ..to O0 by [ (oA v BUILDING (INCLUDING D CLUDNG SSMUT, , . GUTTERS ' DO .F'.U-S O —I¶— _m u. DEA L, AT E Eats swiR0 AVER.. DOWNSROUTDOOT- TRI M. WATER TAM, E AT ANYAtSTE CNI 1,Y ORK, AC) EXTENDS,. PR BUILDING SET BA CK LINE WITHOUT A VARIANCE. ADA, M EDAL A 9 y _ — C ONSTRUCTI ON NO1 2 v xN u:cn rtes M�rwxE rO m.uu rue wxN elev aro n.xE xr aa r[x GENERAL D RAINAGE NOTES SPECI AL NALA Flea', IEEE Do oama NV E ALT E • LANDSCAPE RETA INING WALL DERAIL cocr GO NDTO NS WHIC H CAi. THE SITE VAL NEE D N NOT MR MANAGE .E CR .A. AD SHO WN .D A5 DICT A. ILT N ED CR CAN REAS ONABLY BE WPECTED TO HAVE DIP THE IS CREPANCY oOR i 5 OR /ROST ON Yf� o x.le syoa m em.buaum N ato ' r AILS TO Rpr ORT Me E a. . TO ON STA KING t D AD NOT EL WOW., 2 C m...A m wrvblw w•LN wm E PR OJECT WILT C 5 G C ND T O N5 WITHIN THE CITY.. MbR EATING DM NAVY a 51,1 AND C ..H fO CO n. Re D O be ..CONSTRUCTED Bt AuSE OY 9aD [RAOfi . D SCNB BY • mm oml e aFw mW, o rtv mu a EoF E. .L.7% „4" / /. Solomon Ave. — R/W Varies SOIL ER OS ION AND SEDIMENT CONTROL PLAN - P HA SE I 01x N ETLMOS NOM ALL NERANDS ME ME rzzss AND/OR STATiE OF COMA n°0NRmENT O rOMENS MO ME DE.LI: Elt ARE N.1r TO RW 0 er mn MAY NO, I TOO DEVELORNIENT 19 WITHIN%GOD DONE GM s' ACCORDING TO l',1 K A, MMWII Dr DAM WADER leaonMI3G MP I MODED . b -I G• 18 n CON TRACTOR RSTRu DI NcRIS TO m,M At . IACTIVITIES O MATI ONS PRIOR TO A NY REMOVAL NOTE cligg, TET Pe n:NCE ANAL suauu um LEVEL II CERTIFIC ATIO N NO. 21 04 I SS UED 11- 50 5 E XPI RES 1 I -S.20 SOIL EROSION LEGEN D ROM [06411ke 1TPF 86. 04 Ie r seM WIRER SO WN R CWWW WORMI MILIWORI 0151.01.0 SABLI AMOR WM ernwOSRMIRO '"r"on srmio OM I emraOMMIAL a nLa RRm CIIMI DLIT WNW. IMP S IM WEIR OURIDTLE R. 1.11 SPRU CE,. REIRMIT RO WING NAME TIFILE11 Idl—N� STREAM BUFFER ENCROACHMENT NOTES 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER . 2. NON—EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIA NCES AND PERMITS. Er osion and S ediment C ontrol Phasing initial Phas e (Phase I) 1. The phase sh all Include Silt fe ncing and constructi on alts and aedknont and d ete nti on p onds to be in st all ed prior to an, land dl eturb eg activitls e to prev ent e edkne nt from l eaving the ells Inten nadlat o Phase (Phase II) 1. This phas e shah include constructi on of any outlet str uctures„ r etrofit s, check dame, i nlet s pr otectio n and temp ora ry gra ssing. Final Ph ase (Ph ase III) 1. file phas e sh all includ e outfoll pr otecti on, a ny revised Inlet protection and any oth er p ermanent device s. morztrzt 1/17445 . VE:CMc An oW II II G"m Uoig 5 9w a sod-qrq I on ar. L, C-3 SOIL EROSION AND SEDIMEN T CONTROL PLAN - PHAS E II r[MA MAP Nore s TCIOR N�t10PMER' �COMM M, P..., l N1.1., IA 30S I CO21tl.l n�tl 2 CON)01CTO5IS TO v[xll'/ ea u, fl[vAn 01r3222105 f0 AIN CJN3iIli MON ALiIVRI[3 SOIL E ROSION LEGE ND 20 181. 4 MS SMARM • 11•00 1 TOPCIOUrf HAT 1141S mxiaw aO N Oaf 1a °unuouv ARIA rmx SCIZ ION aNtlP '1 CH= awl STORY ISR ADVA L OMR! PROMO. *C ET SITIMEHI. SECYIEHT 'MA P wsr oowaa ROA111.3 SUMS IMAM STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON --EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. MOUNDS NOM nON Or ME CO N. Or S AN O/Ov sI rlt Or rewv DE PARI uear .ELOPER ME a namnM RESOORC ES LOT OMEN A ND TH E W'woor Padog WWII m"t adl. N�sPro 1u crm "s VAMOV IE a µ'oxnn'a' * .maw OP I:MIXT Er osi on and Sediment Co ntrol Ph oni ng Initi al Phone (Phase I) 1. This ph ase sh all I nclude Silt fencing and construction exits and sediment and detention panda to be install ed prior to on l and disturbing a ctivities to preve nt sediment from leaving the site. Intermediate Phase (Phase II) 1. This pha se sh all In clud e construction of a ny outlet structur es. retr ofits, check dame, I nlets prot ection and tempora ry g rassi ng. Fi nal Phase (Phas e Ill) 1. This phase sh all I nclude outfall protection, a ny r evis ed Inlet protection a nd any other permanent devices. 1. MO P mains , P¢SWEm n SO rMOE C av ArSTAI I.A T la eE lEri w PLACE ux L M suauunM HAS =MM. LEVEL II CERTIFICATION NO .2104 IS SUED 11.5 .0S EXPI RES I 154 0 Tr1TPRr .1 1d um m esu->iz i �a� C-4 / OHL-as-OHL rog�aRau�i aewl Hom+w Soloman Ave. — R/W Varies SOIL EROSION AND SED IMENT CONTROL PLAN - PHASE III I 6115 Cr. ;YL0Ocn.T LS WITHIN 000D 2011 .00 .0 C OMMUNITYHANELNU M0N O 0E ICO2` P 36, M AP HEVISLU.Iti IS 186 CHUMS $.C ONTRACT ONS TO VENTS EWA ELE VATIONS PRIOR TO ANY. C ONSTRUCTION ACTIVICE9. AllANOS MOT E Au IIVIANOS A. WWI aaceM' OF me COPS OF SOIL EROSION LEGEND xa1 LEMONS ImS cswo e .WRIER IIIMPORINI MIS CONSITILICOLIN NRIrW WER .RE.L WRIRIa AraR WITH SOK. C NECX YAM 11/AM ENT T OP ESOINENT rm SECITINTL I cxen nSTABILIMION RIP -RAP CO NCREIE Len SPREAD., DUST COMIROL PLOAT.1 WRY. 61111100 01 STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER . 2. NON—EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. Erosion and S ediment C ontr ol Ph asing Initi al Ph ase (Ph ase I) 7. This phase sholl Include Sgt fe ncing and c onstructi on exits and sedime nt and dete ntion p anda to be Met alled prior to an l and di st urbi ng activities to prevent sedime nt h am leaving th e site. Int em, sd/at e Phase (Ph ase ii) 7. This phas e shall hciude constr uctio n of a ny outlet stru ctures, r etrofit s, check dams, I nl ets pr otectio n and temp or ary gra ssing . Final Ph ase (Ph ase Ill) 1. This ph as e sh all Incl ude outl all protectio n. any re vis ed inlet prot ecti on and any other perm ane nt devices . SNP REMOVAL NOTE Wrong= mr PSxce UM K SiMSIItAMW BE I EPi Ix PUCE HAS CCCURED . LEV EL II CERTIFIC ATION NO.2104 IS SUED 11 .005 E XPIRES 11.5.2 0 N SERVICES. INC. 7+l s IL E ROSIO N XnACT s lao o01 wls MLRIE�Q ��i»T ER C-5 S OT 6 ME LT S BEGENOL�"06ie°€N ' D PROMISED PROJECT FU.BEihTHE BERGEN D PERG]IT MW 2 PMELT NM FEW WETS. ME PRSPE IS PRGCCT DU LL BE THE AsT UCORI CPA NEW MB ONTAL S R ICTURE TIE TOTAL SIE IS APPROMMAIFLY 0.25 ACRES CRES WTI T IE E511MATD DISTURBED AREA TO BE A.1) AWNS WIRES 2. DEVELOPER / CON TRACTOR : MICHAEL °ALLONOI a ROMERLY ROAD SAVANNAH. GEORGIA 31411 3. 24 HO UR CONTACT : MRIO-SICHAELO-SASS GALL0NCH 4. ALL EROSION M ID SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE NTH TIE CURRENT STATE SOIL AND WATER CONSERVATOR COMMITTEE OF GEORGIA ' MANUAL FOR EROSION CONTROL W GEORGIA. 5. PRIOR TO ANY OTHER CONSTRUCTOR STABILIZED CONSTRUCTIO N EXITS S OLL BE CONSTRUCTED AT EACH PONT OF ENTRY TO OR EXIT FROM THE SITE. ALL EN TRANCES TO THE SITE VN ICH ARE NOT PROTECTED SHALL BE BAR RICA DED . 0. WMERATELY AFTER THE ESTABLISHMENT OF C ONST RUCTOR EXITS ALL PERIMETER EROSIO N CONTROL DEVI CES AND STORM WATER MANAGEMENT DEVICES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. 7. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED MNEOATELY AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE ER05O1 CONTROL DEVICES MAY HAVE TO BE ALTERED PROS MAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTORS RESPOISIBUTY TO ACCOMPLIS H EROSON CONTROL FO R ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY PHASE OF CONSTRUCTOR. ANY O FFl CULTY IN CONTROLLING EROSION WRING ANY PHASE OF CONSTRUCTION S HALL BE REPORTED TO ITC ENGINEER IMMEDIATELY I B THE LOCATIONS OF EROSION CONTROL DE SIRES SHALL BE ADJUSTED AS CO NSTRUCTION PROGRESSES IN O RDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. I. THE FAILURE CF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FO R ANY REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I 1D. EROSION CONTROL DENIES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOU S RAINFALLS. TI. ERO SIO N CONTR OL DEVI CES SHALL BE CLEANED WREN THEY BECOME HALF FILLED 11 TH REGI MENT. 12. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECE SSARY TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 13. EROSION CONTRO L DEVICES SHALL BE MAIN TAINED UNTIL PERMANENT COVER IS ESTABIJSHED AND MEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED. 14. STORM WATER DETENTOH DEVICES SHALL BE CLEWED AS SPECIFIED MOVE AND AFTER PERMANENT GROUND COVER HAS BEEN ESTABLISHED. 15. ANY DISTUR BED AREA LEFT EXPOSED FO R A PERIOD GREATER THAN IA DAYS S HALL BE STABUZED %TH TEMPORARY SEEDING . 18. MY DISTU RBED AREAS NM SLOPES El OR FLATTER RIC H ARE NOT STAE UZED BY ANY OMER MEASURES SHALL BE SEEDED AS SPECIFIED IN PERMANEN T SEEDING' . 17. VEGETATIVE METHODS: A VEGETATIVE COVER SHALL BE ESTABLISHED AND MAINTAINED OVER ALL FINAL GRADING AND OTHER DISTURBED AREAS O THE STE SEE COASTAL PLA IN VEGETATIVE COVER S FOR AN OUT JNE OF TH E ESTES/MI/ NT OF VEGE TATIVE CRIERS. SCALY MSPECSON OF HE GRASS COVSI SHALL RE PEWD RMOO 10 IDENTIFY AREAS REON HNG HE-ESTMUSHMENT CF GRASS. AMA RATE: 1 TO 2 TONS PER ACRE FFRSUOER 1500 POUNDS OF S-12-12 PER ACRE 18. MULCH: MULCH SHALL BE UNCHOPPED, UNROTED, S TALL GRAIN DRY STRAW APPLIED AT A RATE OF 2 TONS PER ACRE. maw MATERIAL SHALL BE RELATIVELY FREE FROM AU. KINDS OF WEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS NEEDS ANON ARE AS FOLLOWS : CANADA TIMBRE, JE NSONGRASS AND GUACI(GRASS. SPREAD MULCH MEC HANICALLY OR UNIFORMLY BY HAND. MULCH ANCHORING SHALL BE ACCEMPLISHED IMAIEDPUCEMONTRAIELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY M AO OR WATER T IC MAY BE DONE BY PEG AND TA RE METHOD, MULCH ANCHO RING TOOL NETTING OR U05D MULC H ENDERS 19. SCE TYPE THE SOIL S IN TINS AREA HAVE BEEN CLASSIFIED BY THE SOIL CO NSERVATION SERVICE AS WA NG Cup (GIRL% -Urban Complex ). 2G. ITS DEVELOPM ENT IS WHIN FLOOD ZONE -AE -9' A CCORDING TO FARM . COMM UNITY PANEL NUMBER 130SCO2130, MAP REVISED E-10-201& 21. THIS SITE IS IN ZO NE .AE -0' AND IS LOCATED NHIN THE 100 YEAR FLOOD EONE SPECIAL NOTES: 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVEN TEDED BY THE INSTA LLATION CF EROSION MD SEGMENT CONTR OL MEASURES MD PRACTICES PRIOR TO CR CONCURRENT MTH LAND DISTURBING ACTINIDES 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT NTH LAND DI STURBING ACTINID E& 3. EROSION CONTROL MEASURES NAL BE MAN TANED AT ALL TIMES IF FULL IMPLEM ENTATION CF THE APPROVED PLAN COES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL. ADDITIONAL EROSION MD SEDIMENT CONTRO L MEASURES SHALL BE IMPLEM ENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE 4. OTT CF TYREE ISLAND PERSONNEL SHALL WAVE THE RIGHT TO INSPECT STORAWATER FACIUTIES AT ALL TI NES B. STATE WATERS DO EAST WHIN 200 FEET OF THE PROPERTY. B. FRESH WATER WETLA NDS DO NOT EXIST ON THIS PROPERTY. 7. iNE EROSION MD SEDIMENT CONTROL PLAN DESIGNER HAS VISITED THE SITE PRIOR TO DESIGN OF THE E R SC PLANS & THE RECEIVING WATERS FOR THIS PROJECT IS THE ADJACENT TYKE ISLAND DRAINAGE ST0 IEM. SALTWATER MARSH AND ULTIMATELY THE ATLANTIC OCEAN. B. ANY DISTURBAN CE AREA LEFT EXPOSED FOR A PERIOD GREATER TH AN 14 DAYS SHALL BE STABAIJTED N TH TEMPORARY SEEDING. 10. AMENDMENTS OR REVISIONS TO THE ES I PC PLAN MICH HAVE A NID RAUUC EFTECT ON THE PROJECT MUST BE APPROVED BY THE DESIGN ENONFER. CLEARING NOTES: 1. ALL ELEVATIONS ARE BASED ON NAM BB DATUM. 2. CONTR ACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UNITES PRIOR TO BEONWNO CONSTRUCTION ACSVITES AND FOR AVOIDING AAL CONFLICTS RAM SAME. ANY DAMAGE TO EXISTING UTILITIES SMALL BE REPAIRED AT THE EXPERSE OF THE CONTRACTOR. 3. ALL RCM SOUL BE IN CO MPLIANCE NTH THE STATE SOIL AND W ATER CONSERVATO R COMMITTEE' S 'MANUAL FOR EROSION AND SEDNENTATON CONTROL W GEORGIA ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A FEOULAR BASIS AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE BY THE OWNER. SEE LAND SSTURBING PUN. 4. ALL DISTURBED AREAS AND PROPOSED FMTH GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL BE GRASSED AS DESCRIBED CS THE LAND MERMEN.) ACTIVITY PAN. 5. EGRESS FROM THE 91E BALL BE SUCH THAT ALL VEHICLES MUST TRAVERSE CONSTRICTION EXITS TO REM OVE MUD FROM TIRES BEFORE ENTERING ANY PAVED PUBLIC HIMWAY. S. BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED ARO UND ALL S TOR M INLETS TO PREVENT SEGMEN T FROM ENTERING NEW PP E OR DRAINAGE WAYS DURING CONSTRUCTION. RIESE MEAOIPPA ARE TEMPORARY. 7. THE SITE CONTRA CTOR SHALL BE RESPONSIBLE FOR PROHDING POSITIVE DRAINAGE OF ALL A REAS WHIN THE PROECT STE N CIADN O RIGHTS -CF -W AYS EASEMENTS AND LOTS, THE CONTRACTO R SHALL PRDWDE THE NECESSARY MU . AND OR GRADING TO MEET THE FINISHED PLAN GRADES AND ELIMINATE ANY AND ALL AREAS WHICH ARE LOW AND DO NOT DRAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANCE D AS A RESULT OF FIELD ADAISTMENTS TO THE CONSTRUCTION PLANS. B. ME CONTRACTOR ELL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL THE APPROP RIATE PERMITS HAVE BEEN ISSUED. 9. IF REWIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO MY WE ARING ACTION MD MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER TO REMOVE THEM. 10 ME CONTRAC TOR SHALL TARE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT SYSTEM S MILE SOR LNG WITHIN TREE PROTECTION BMRCADES. THE CONTRACTOR SHALL NOT ROB( MEN TREE PROTECTION BARRICADES %MOUT A REPRESENTATIVE FROM THE OMER OR ENGINEER PRESENT. 11. PRUNING OF TREE U.S. BRANCHES AND ROOTS OF TREES W HICH ARE % MIN TREE PROTECTOR BARRICADES SHALL RE DONE IN CONFORMANCE WITH SPECIFICATIONS AND RECOMMENDATIONS O THE M AXON& ARBORST ASSOCIATION' LN.A. A.) IN "PRUNING STANDARDS FOR EVADE TREES' . ANY VARIATION FROM TIE RECOM% ENDATON CF THE N.A.I. SHALL BE APPROVED BY T HE OWNER IN MIMIC PRIOR TO ANY PRUNING. 12. OMITS O GRADING MD GRASSING ARE INDICATED ON PONS AS " UNITS OF DISTURBANCE'. 13. ALL DIS TU RBED AREAS FROM NEW C ONSTRUCTO R AGON IES MILL BE SEEDED. MULCHED. FERSUZED MD WA TERED TO PROMOTE A SUFFICIENT GROUND COVER MAT N U. PREVENT SOIL EROSO L SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN ' EROSION CONTROL GRASSING'. 14. DRAINAGE: AU. EXCAVATION SHALL BE PERFORMED SO THAT THE OTE AND HE AREA IMMEDIATELY 9 1RROINSNG THE 9TE WHICH EFFECTS THE OPERATIONS NIL BE CONTINUALLY AND EFFECTIVELY DRAINED. SURFACE WATER GROUNDWATER, OR ANY PERCHED WATER WHICH MIGHT BE ENCOUNTERED DORM EXCAVATORS SHALL BE REMOVED BY ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER TENTATIVE ACTIVITY SCHEDULE FRS OAR PM TT6EPROM CIRM COCOa VNCH➢fiS SIRE WORM MnuN wD UATXW N PPuO AM, WINYM WIWURUO MI APP. ROM & OF EMM El1 WIRIM L SETE DATA S.C. S. COWED m90 MICA M•.6 OAT ACRES TEMPORARY CONSTRUCTION EXIT COASTAL PLAIN VEGETATIVE COVERS Car TEM PORA RY GRA SS RATE Mr PERMANENT GRASS PATE 3WUMY- WWII ANNUAL LESPEOEPA 10 ILA /M WAY21- JOIE CENTIPEDE 50D OR CO MMON BO MAN WILED) 1O L54:/Ap COMMON DIMMEDN BERMUDA ) C 10 1A.. /Aa JURRE COMMON BERMUDA BERMUDA ((NULLED) 10' WI,/Ao AUGUST BRONX TOP MELET 40 LbA /M JOY - M NRSF COMMON BERMUDA (FURLED ) OR CENDPLDE SOD 10 IL../A A TO W. ./Aa SWiREtlNBER- RYEDRARS W ,,.../„.. . SEPTEMBER, FEBRUARY COMM. Knapp NR500055 OR CENTIPEDE SOD fa EAt/AD 1/2 BU./Ac LEVEL II CERTIFIC ATION 50.2104 ISSU ED 11-5-05 EXPIRES 11.520 Co. EMIT RRM SILT FENCE - TYPE NON -SENSITIVE SIDE VIEW ND ...w w MOW . „m .i Lr. MANG OMAN nPaeJ 76 Gan INN LAO rw wweLuo, lame' FASTENERS FOR SILT FENCES ANNA 'MUNE A.- W...ti.T. ..-. . ate,.74'' DESIGN SERVICES. INC. I�P iS GLIm z�m n5u �p MR It 0E014 NIL111I FRM2ILETIHI 05R9 C-6 6 or ti vUP[T> Lisa Schaaf From: Mark Boswell <lahbos@bellsouth.net> Sent: Friday, September 25, 2020 10:21 AM To: George Shaw; Lisa Schaaf; Peter Gulbronson; Downer Davis Cc: Michael Gallovitch Subject: michael gallovitch project - first submittal Attachments: MG-73-DRAWINGS-9-25-20-Binder1.pdf; MG-73-REPORT---9-25-20-Binder1.pdf 73 V\4- o\ 1 1 f LEGEND �t`'¢"L / / eP,Qf .� \ / • � e \ � , � a / i ♦ h W ! V /•.. \ yeti � �°yy, % �,F�rc.^ I{p \' / /�::,.\ \\Ol. NEW EXISTING DESCRIPTION ® BUILDING Q RESURFACE ASPHALT PAVEMENT I ASPHALT PAVEMENT TYPE I Q ASPHALT PAVEMENT TYPE I I Q CONCRETE PAVEMENT / f. �;, / 7 + v' ,` Q 1 CONCRETE SIDEWALK , " / , / h Q�ToO STORM DRAIN UNE • ,,.' L 'E<,-., . —SS— —ss— SANITARY SEWER LINE { \ ° j/ +w , ,o "" / '— —�i , — q. _ _ W — WATER LINE /// // // // °\ °° <'':+�° °w ��� \ • I SANITARY SEWER MANHOLE / / / ' Ea 1 I we_ ' I ,. \a G.ve GAS VALVE ///// / /" s+'Y _ ` __ I _�� \ _ _ w / u \ •, 7 H W.V8 WATER VALVE �� / .„ � _ _ °.-r ' > � ,� _ _ \ i \\ �P in WATER METER A�__ eiv7 _7 _ If FIRE HY DRANT / Pgw srww / I° ,owu Moth/ Mo w \ v SIGN J�,/° w° dn \ � ;�S jI ° 4/ `„ ..0 ° FLARED END SECTION ,. /j/ _ N eu —. .._on— o� / ,4yry / / �� T ` _ _ — •S ° J, SPOT ELEVATION 4g.� i / ,oy �W �° _ \ — a ..A1 .-n-\ CONTOUR =j___4___. .,. \e \_.__—_--_.. BOSWELL DESIGN SERVICES, INC . OFFICE 0100 FAST MGrnawv 80 O nii N, S orel MAI .L. . 103 NASSA U DRIVE SAVA NNAH, GEOR GIA 3 NI 0 912-891-6932 LARB OS@B ell souanel x. M __,--m ,„ 41‘. - -°��"—�' +° B I.E.4 .13 I.E4 .13 INVERT ELEVATION mgr — — — — •- — — — — — cR —x— CHAIN UNK FENCE n GM vo n.° r Solo mo n Ave. - R/W Va ries °° r - . _ DITCH INVERT — PROPERTY LINE 1"6 IRON PIN FOUND 1 1 11 I P 1 R EXISTING SITE AND D EMOLIT ION PLAN 1W 16.63 TOP OF WALK TP 14.35 TOP OF PAVEMENT FG 16.1 FINISHED GRADE IS 16.10 TOP OF STONE TO 16.10 TOP OF GUTTER TC 16 .10 TOP OF CURB AL PRO JEC T N AVE NU E >EORGIA 31328 GEORGIA DEMOLITIO N PLAN „, o w SPEC IAL A VERAGE GRA DE NOTES: ,,,,,,,oe rt 10x1 x °,1, "`°'t"°°"«,trlelAxo uot°IA,r— I THE AVERAGE Uv'DE TO BE USED AS A BASE ELEV ATION TO SET THE BUILDING M1LIGHl 15 TO et OBTAINED TRAM THE TYBEE 151.AND PI ANNING AND_ 0 NING DEPARTMENT IAII Ine.Ixu. ren' . .A. NnumuN: . -.. iu.+ - r°. .. . . au.... ...- „r„u,rrvl,num °3r matr, °°u `.1. 1" .rt .. n ozu.cw 0,„,A,,,,,,, ,,,,,„,,,,,„,,,,, ,,,ncxN, FC 0F o°o r" wrv.,Z,i ewen ¢xT r. U • n,•u mu N er .. oevewrz' „taco SPECIAL BUILDI NG SE T BACK LIN E NOTES: v, AxrvAn. crce,.Asinr, I THE BUILDING OUTLINE SH OWN ON THE PLANS 15 ASSUMIN G THE M OST 1 love . ri-sa. Doss OU SIDE PART OF T-i[ BUILDING, nrovt +n++cern r.v,ot — A THE MOST OUT - TA P ART Of THE 50 PING INCLUDES ALL SIDING, - wAoz. A u rv5wsen iry An :nr 35, r r 1331, 51 'IU1TER5. GUTTER '- DOWNSPOUTS . DOWNSP UT BOOTS, TRIM WORK OE!'..;,,,,,=,n)4.y M „ ° A + ' 4 a N ^' vry e ANY KIND OR' 0P5 00 CO VERING OR AESTEI'IC P ART Al I BUILDING.- 3. CONTRACT OR 151' 0 CO ORDINATE BUILDING A I THE OWNER ANL , ,+ «,a rwan .. . .. n a .c ,,s 14 7gorw sT 1YJA le Burr n„eu[es Ia ,,' ' s N 1 r. rvs ° - ARCHITECT 1' O MAKE SURE THAT NO PART Of THE BUILDING, WITH THE PROTRUDES OF THE BUILDING EXCEPTION OF THE OVERHANG, 0 01SIDE FFC C WA1111o6111)0, 0 tOC ATIA A SET BA CK LINE VERTIC ALLY FROM THE GR OUND LINE TO THE BOTT OM Of TRArrc uo 3111111 . 01,131 THE R OOF OVERHANG. GUTTER SYSTEM 15 TO 0E INCLUDED AS PART Of THE ALL OWED OVERHANG rte I A �6RC� C01011C1 3/111 1 53131t. /331y 533/13333 10 33151113.3 WILMA, 5119115,151.33 35 AT Tnt 53 151351 01'1311 C03111 .31•033 35 KOAD 57 13 AKE TO DE - 4 CONSULT TFIE rYL ,•.111 AWING AND ZONING DEPART MENT F OR BUILDING AND F OR .vn u°n .:. n°.r , nuncn, '.H.Au ° 133 nA vw+rrm u1io °w.. rr .w se e - 0 °N d,FTOr °M SET ACK LINE REQUIREMENTS If A GL . R SYSTEM 15 UTILIZED DOWNSPOUTS, DOWNSPOUT BOOTS, fIKEPI AC,ES, ELEVATOR' n,APTS, ROOF DECKS. STAIR S AND AC CO M'RH5SOk5y Illtd * yriw 6 2 zo ° y 9 .13105 13.11.11,35 33 +e5E5,A3 031501°71°33 curvsrwnlo r+ xo nrvme on Ur mte .,uur x1°31' • wA , 5 CONSULT THE T YSEE PANNING AND ZONING DEPART ME NT FOR BUILDING ,1'T BACK LINE RE QUIRE MENTS IF A SPREAD FO OTING 15 USED N NUMBER X 1.51.5..11 0O IX .100,5L1 II 3/1 5.531. 4.511ALL NOT 0 CERTIFICATE a OCCUP ANCY WILL N OT BE GRANTED IF ANY PART OF THE BUILDING (INCLUDING SIDING, SHUTTERS, GUTTERS, DO WNSPOUTS, ON 3113.'1E510 113, 01033310T 90 01.3013. 35 N D OWNSP OUT b 0015. TRIM , WATER TABLE OR ANY AL'.STECTIC W ORK . ErC,) EXTENDS OVER IHE BUILDING SCI BACK LINE AI fIIOUT A VARIANCE 03 3310333 3133031001 ° • • . 11111311 5 L1',. 3 03 C- 1 PROP OSED S IT E PLAN P S. RE7arv wc WA LL DETA IL AL T HE., LANDSC APERETAIN LNG WAL L DE TAIL co or WOO S PD-Cme6u etln ReN Ce nhvete r le es. , Mo w, we popeyed I I I ! I ! ROOF PLA N ELEV A11 0119 MO RN ON RUM T RAfFK AND P_GHTOFW N OTES ALL R OAD C ISUIG S. OURS A ND ETC An70. COORDIN ATEDPERSONNEL 2 ANT AND ALL NECESSARY PERIATI SMUST BE OBTAJIIED ,ROM THE CI, OF TEBEt ISL AND PRI OR TO C OMMENCE MENT Of AN, W ORN WITHIN RI GH2AF.WAY . SP ECIAL BUILDING SET B ACK LINE NO TES : I. THE BONDING O UTLINE SHOWN O11 THE PLANS 15 ASSU MING THE MOST 001510 E PMT OF THE BUILDING 2. THE MOST O UTSIDE PAR T OF TH E BUN II INCLU DES ALL SIDING. SHUTTERS. GUTTERS. DOIW HPLTJTS, 3LAVNSPUI BOOTS, TRIM WORK OF ANT KIN0 OR TYPE OF COVER ,. OR AESIENC PMT OF THE BUILDING 3. CO NTRACTOP,15 TO COORDINATE BUILD ING WITH THE OWNER AND ARCHITECT TO MA RE S URE THAT NO PA RT OF THE BUILDING . WITH THE UCEPTION OF THE OVERHAN G, PROTRUDES OUTSIDE OF THE BUILDING SET BACF UNE V ERTICALLY FROM THE GROUND LNE TO THE B OTTOM OF THE ROO F OVERHANG. GUTTER SYSTEM IS 20 Of INCLUDED AS PART OF THE ALLO WED OV ERHANG CONSULT THE TYBEE PLA NNING A ND ZONING DEPARTMENT FOP, BUILDING SET BACK LINE REQUIREMENTS IF A GUTTER SY STEM 15 UTILIZED AND FOR DOWNSPOU TS, DOWN SPOUT BOOTS, FIREPLAC ES, ELEVA TO R SHAFTS, ROO F DECKS, STAIRS AN D AC CO MPRFSSO ES CONSULT T11f BEE PLA NNING AND ZONING DEPARTMENT TO R BUILDING SET BACK ' ,BEELINE REOUIRTMENTS IF A SPRE AD FOOTING 15 US ED. CERTIFICATE OF 0 00,rA YCT W ILL NOT BE GRAN -ED IF ANT PART OP THE BUILDING (INCLUDING SIDING, SHUTTERS, GUTTERS. DO WNSPO UTS DOWM SPOU I BOO TS, TRIM, WA TER TABLE OR A NT AE STEC TIC WO RK ETC. / EMENDS O VER THE BUIU)NG SET BACK LINE WITHOUT A VARIA NCE. GENERAL DRAINAGE NO TES. 1 THECONDS ITE WILL ACED TO ONS 2111CH CAN IBE::RAOFD SSHOW N OT 1.2 FO KSEEN iO NLOW FO RPRO PER DRAIEIIYIAGP G 2. ALL FORTHE PROJECT WILL BED' lOS D BY EkDB NG CON DITIONS WITHIN THE CITY O I,BEE EUSING DRAINAGE SYSTEM AN D. EA50A9 IT5. LEGEND rvuss SSWNE •B• DETAIL FE U', MAP 11 0TE S OD I OW DE.5, AccopmNo 15 P. M. C ORI UM'', PANEL NUMBE R (88 DATUM). 2. RA. CIOR 1S'O Y v PERM ELEVATI ON S PRIOR TO AN T CO SPECIAL AVER AGE GRADE NOTE S : I THE AVER AGE GRADE TO BE USED A5 A BASE ELEVATION TO SET THE BUILDING HEIGHT 15 TO BE OBT AINED FRO M T HE TYEEE 151AN0 PLANNING AND ZONING DEPA RT MENT. GENERAL moo. INFOR MA TION N OTES: . PROP OSED BUILD,. FINISHER. FL OOR ELE VATIONS AM TO BF 5ET AS PER FEM A FL 000 STUDY MAPS AND A5 PER T HE 01 20F T YREE 15,110. GEOR GIA ORDINANCES mNS APE TO B: SUPP ORTED ON PIERS OR FOUNDATI ONS 4 ND Rf FEW EI T VATION A ND R MA ZONE REQUIREMENTS AS WELL A5 TY HEE L ITEM EKIMING PROPOSED TODD CONTOURS D RAI NAGE FLOW ARRO WS TOP OF PARKING SLAB —12— TPS 12.30 RIE OR DNA 2 AU OR/MAW 2.21,1 2113 TO BE prewar sur es urix NOTE S TONT PACT OR CO ORDINATE AFL G AS, LKNTNIG, ELECTRICAL. C ABLE AND ANY THER REO HIRfO UTIE11 25 MTH THE A fTR OPRIATE AGENCIES. 2. C ONTRACT OR 15 RESPONSIBLE F ORL CC ANN G ALL mem:: UNUTI ES PRI OR TO COMMENCING ODAMA GE AND TOR .WOIVING UMS SH AILF CONSTRUC TI ONACTIVITIES CONFLICT REP AIRED AT THE ENPENSE Of THE C ONTR ACTOR C ONTRACTIL E 15 TO COORDI NATE ON . DEMOLITI ON WOWTT 5 N OT TO BE R¢LOCAiEDOR GIVEN T HE (1M rtP. WILL BEC OME DIE PRO PERTY Of n1¢ C ONTRA CT OR 4. REM OVE AU. UNDERGROUND UTILITIES NOT TO BE IMMO DO N OT AB ANDON UTILITIES IN PLAC E C ONSTRUCTI ON . RE/2,1 22 /RIES TREAS NECESSARY FOR PR OPOSE D G. P RE VENT AGE TOOODE STING TREE_ WHE RE P05S1BLE. TREVE TO DE OP AN EIf THE RR OR. OTOREP�h REASONABLY OR CAN OR CONFUCTINTHE FLLANS. S ECIFICATI ONS OMI ON SIAMPIG A<N FAIL$ TO REPORT THE PR OBLE M PRIOR TO CONSTRUCDON . HE TILL NOT BE ENTITLED TO CO MFESA DON F OR ANY WORE* -, EXPENSE 2:2 121,20 NM RE D TO BE RE•C ONSTRU_ HD BECA USE OF SA ID ERROR DISCRfPANCrfOR CONEUCT. �, NI Isaws 1dR S/LA v� = 1 6WFIT OFAVAND NUMBER C-2 Solo man Ave. — R/W Varies I 10\ 00- 90-a--- =w�xa �Naa o��aaa�sa a�,Jl">� DIST RBAN CE SOIL EROSION A ND S ED IMENT CO NTROL PLAN - PHASE I WILANDS xo rt: AL L AMTS ARE WPM .u e, 4Y0M W of Rlr COPS OF flOgla tAnctg SIAM 440.1A Otarlir OF MM. wmaur goo ra ,,=' is° +vN'RiPP°".w a ups A�s'R tV[LOV MeNT TITIN11_0C0 20111, e3' ACCOREW G M11 COMMON, rArkt NU MB. lm5 CO2 I.3G, Mar REV,Sfa n ,6 iS. TO ‘Wier , m1 A: Ie.1 01, Mai TO AN Y cou.eucnoN ncn wT�, . GNP REMOVAL NOM 1. RETR,ATTR PIO NEIER ELT PENCE VO BE 1. 017Ix KA•M nS thymus.. N.n ocWREe. LEVEL II CERTIFIC ATION NO . 21 04 ISS UED 11.5. 05 EX PIRES 11-5-20 SOIL ER OSION LEGEN D NON NNNNme TIES WNW WR IER MIME MK NUMMI B um Tae aua Nn MO 1101161110011011 emaw xe Nw W OMB AM 69 .1MATON MBE TEMPCOM AT =M O NO▪ N N VEIMAIENR MAW (MX aM ONeMOR OM= Peaa,mN NUT 11101KNI VIM NEIB MNE OUNIERLE OB BKI I maaN exom LANE °MIN TREAM BUFFER ENCROACHMENT NOTES 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER . 2. NON—EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS . Er osi on and Sedknenf Contr a Phoning Initi al Ph an, (Ph ase I) 1. This phone shall include Sat fenci ng and construction smite and sediment and detenti on ponds to ale Metalled prior to an la nd disturbing activities. to pr eve nt sediment from leaving the site . Intermediate Phase (Phase 11) 1. This ph ase sh all Include construction of any outl et structur es, retrofits, ohsck dame, mists protection and fempor ory graen mg. Final Phase (Phase 111) 7. This ph ase sh all Include outr an prot ecti on, any revised inlet protection and any other perm anent devices. Val 11 11 a �Sp o S �e z nf C-3 3 OF SOWS t v" Soloman Ave . — R/W Va ries • SOIL EROSION A ND SEDIMENT C ONTROL PLAN - P HASE II MA MA 111alf a Z ONE ei5. AMP ID SCE - 0.11/5 TO a1a . .MAP ENVI5aD ex�616 DATUKII. PANEL a. CDNTRA CTOR IT To vtgur fans, ELEvnnor15.r non TO SOIL EROSION LEGEND NON ®ars e TY PE SOWER, OMEN meaRMI wr esa mat manan I T MALENNIO STAINIEMP N a:ra. e wr MAIO NMI roesx vr MOMA WPM= ARM STAN UIMIDN SO MMO eaM MAW aner mMaraN as TMP SMARM MY mane ecc et enc e mrs MT -M P IMAEL REINNTI recr COMM. FLONITM MIRROR SOWER STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON—EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. WETLAN DS NOM RE MAND S IRE VW R 11PVnw rPS O msu o41,4 n rumm " .wr a,eeei ro ""'''1=1 .45 n nx nromc nn nuns IF OMMACMR mOrt OR Cu IR WE `Auvs10 INN Own. NI ERRO R IRSCRON m' .u°Ra rCOM mRIPMM MM. mot M M NSTROONK NE MALL NOT RE ORM Erosio n and Sedime nt Contr ol Phasing In itial Phase (Ph ase I) 1. This phase sh all Include Sgt fencing and co netnuctlon ex its and sediment a nd detentlon ponds to be I nst alled prior to an lan d distu rbing a ctivities to prevent sediment from l eavi ng the site . Intermediate Phase (Phase II) 1. Ms phase shall Inc lude co nstr uction of ony outlet structures, r etro fits. check da me, inlets protec tion and tempora ry grassing Fina l Phase (Phase III) 1. This phase s ha ll inc lude outfa ll protection. any re vised in let pro tection a nd any other permanent devices r e-monm , sro Dnueiw sLT rtxca re, CONAL STr rox ATI m BE Lai usm FINAL STABILIZATION xA s ocasrn. PLACE LEVEL IF CERTIFIC ATIO N NO.210 4 ISSUE D 11.505 EXPIRES 1 I-5-20 a C-4 Solomon Ave. - R/W Varies SOIL ER OS ION AND SEDIMENT CONTR OL PL AN. PHASE III sits —Tits— Aga -4f uM lruaenrvc e SMALL COMSTALOTICAP WIG es. c�mw:'IZArOrILIIROR,aar ac AIONO t r tan s OR . il- JI • anneal IS IMIrMu• 130, ICO219G. MA, ^�li is rvUMb[x ma DANIA 2. CCONST RDCTIION 0GIVITI[5 MA ELtvATIONS 121 00 D ANT SOIL EROSION LEGEND 00 11 MMaM mt mama MWM eaalu mr Smtaa M Ma m IOWY1 fu r M¢ COMMON Mr R OAM. run ep euwa e WM lae uear MUIR w mran annu nmO ra Me ar nor. .131rwax en Svma nml mess as Siva awem OMM F OMMO man 1ev WORM MP aMmm WWJDIR FERNS me GOMM nn xn SA W. IMMlr 0000 00 00 000®®0 0i STREAM BUFFER ENCROACHMENT NOTES 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS . E ro si on and Sedime nt Control Ph asing Initial Ph ase (Phase I) I. This pha se shall Incl ud e Silt fencing and constr ucti on suite and sediment and detention po nds to be i nstalled prior to an land disturbing activities to preve nt s edim ent horn h eavi ng the site . Intermediate Phase (Phass II) I. This phase shall Incl ude construction of any o utlet struct ures., retrofits, check dame, Inlets pr otection and temparooy grpeel np Fin al Phase (Phase III) I. This phase shall incl ud e outfall pr otectio n. any revised I nlet p rot ecti on and any oth er p erm anent d evices LEVEL II CERTIFICATION NO.2104 ISSUED 115-05 EXPIRES 1 15 .20 oNUouon a M" Y5' GN SERVICES. INC. C-5 SOF a MEM, r S,2_,Bii©P. q s1�14�IAN7'\MDAfiP L ii§'iliFt rNOBi1{ISa�Es 0TATEN 0II9RC 14T NO 2 F BNAl1T WIN FEW MMES TIE PROPOSED PROJECT W1L BE TIN MOAREA To SE OF A WW N O TI E TOTAL SITE MI TE 13 APOM MAIELY Me AGES Mas AME S 2. DEVELOPER / CONTRACTOR : MICHAEL OALLO NCH 2505 L OUISVILLE ROA D, SUITE 1 SAVANNAH, 0Oi4A 31415 3. 24 NOUN CONTACT : MICHAEL OALWCH B12-547-5465 4. ALL EAD0CN AND SEDIMENT CONTROL MEASURES SHALL BE N CONFORMANCE MN THE CURREN T STATE SOIL AND W ATER CONSERVATION COMMITTEE OF GEORGIA MANUAL FOR EROSION CONTROL N GEORGIA 5. PRIOR TO NIT OTHER CON STRUCTION, suet= CONSTRUCTOR EXITS SHALL BE CONS10001FD AT EACH PON T OF ENTRY TO 0R EMIT PROM 111E SITE. ALL ENTRANCES 70 111E SIZE MAIN ARE NOT PROTECTED SNAIL BE BARRICADED. 5. IMMEDIATELY AFTER 11E ESTABLISHMENT OF CONSTRUCTION DONS A11. PERIMETER ER09O4 CONTROL OENCES ANTI STORM WATER MANAGEMENT DEVICES SHALL BE IN STALLE D PRIOR 10 ANY OMEN CO NSTRUCTION. 7. ADOMO FAL EROS ION CONTROL DEVIC ES SHALL BE INSTALLED NMEOA1EY AFTER GROUND 0 010131 CE OCC URS THE LOCATION 0 SOME OF TH E EROSION CO NTROL DEVICES MAY HAVE TO SE ALTERED FROM THAT S HOWN W THE PLANS F MANAGE PATTERN S O RNO CONSTRUCTION ARE DIFFE RENT FROM TIE FINAL PROPOSED DRAINAGE PATNA/IS. IT IS 11W CON TRACTOR'S RESPON50(111 TO ACCOM PU5 4 ER050N CONNROE FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DOING PET PHASE 0 00 91RI1CTOR. ANY DSFICIt TY IN CONNOLN O EROSION DURING ANY PRAM OF CONSTRICTO R SW AU . BE REPORTED TO THE V ENEER IMMEDIATELY I 0. THE LOCATOR S 0 EROSIO N CONTROL DEVICES SHALL BE MJU51E0 AS CONSTRUCTOR PROGRESSES M OPEN TO TARTAN A FIN CIONNO EROSION CONTROL SY510* B. ME FAUNE OF ANY 03000 1 CONTROL MACE TO FUNCTION A9 INTENDED, FOR ANY REASON. S TALL RE REPORTED TO ONE MOWER M MEOATOY I 10. EROSION CONTROL OENCES SHALL BE INSPECTED AR EA EACH RAINFALL EVE NT 1010 Al LEAST DAL Y WRNS PROLONGED PERIODS 0 CONTINUOUS RM WALLS. 11. EROSION CONTROL OLMs6 SHALL BE CLEA NED MEN THEY BECOME HAW FRIED MN SEDIMENT. 12. EROSION CONTACT. WINES SHALL BE REPAIRED AS NECESSARY TO MALN TAD N A FIINC0GMD EROSION CONTROL SYSTEM. 13. EROSION CONTROL DEVICES MALI. BE MAINTAINED UNTIL PERMANENT COVE R IS ESTARI5E 0 AND MEN 5ELOWD 50 THAT D RAINAGE PROM ME 5193 M NOT BEMIRED. 14. STOIC WATER DETENTION DEVICES MAU. DE CLEANED AS SPEWED MOVE AND AFTER PERMANEN T GROPED 005E'R HAS BEER ESTABUSNE0. 15. ANY DEEMED ARE A LEFT EMPOSE0 FOR A PROD 0011101 THAN 14 DAYS SHALL SE STADIUM: MN TEMPORARY SEEDING 15. ANY DIMMED AREAS DTI SLO PES 21 C1 FLATTER MICH ARE NOT STAR TLED BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN WARN E. SEEDING'. 17. VEGETATIVE METHODS: A VE GETATIVE COYER SNAIL BE 05TAMISHED AN0 MAINTAINED OVER ALL RINK DRAWN AID OTTER DISTURBED AREAS OF DIE SIZE SEE CO ASTAL PL AN VEGETAIWE COVERS FOR AN *MIRE 0 ME E3TAB J5 MER 0 VEGETADYE COVERS. WEEKLY *EMOTION 0 ME GRASS CDYW awl BE PERFORMED TO IDFNTRY AREAS REDREW RE-ES1AO 190IER OF CRASS. LOW RATE I TO 2 TO TS PER ACRE MOWER 1500 POUNDS 0 5-12-12 PE R ACRE I0. MULC H MULCH SHALL R UNCHOPED. BMMTTFD, SMALL GRAN DRY STRAW M IMED AT A RATE 0 2 1019 PER AC HE NIKON MATERIAL SHALL BE RELATIVELY FREE PROM ALL KINDS 0 WEDS AND S HALL BE FREE O FROS0IED NOXIOUS WEEDS NAM 141E AS FOLLOW 1 GRIM M 111110. J0NS0 DNA55 AND WAD IGRA 5. SPREAD MULCH MEOHAM CALLY 0 01 931 4MLY BY RAND. MULCH MCHOA N° MALL BE ACCOMPLISHED RNEUPLACEIMT0A1ELY AFTER M ON 1A CEMENT 10 WNW LOSS SY M ID OR WATER. 1155 MAY DE DONE BY PEG AND TIME M11400, MULCH ARCHO N/10 TOOL, NETTING CR MUD MOCK BINDERS IS. SDL TYPE: TIE SOILS IN MIS AREA NAVE BEEN CLA SSIFIED BY THE S0. CONSERVATOR SERVICE AS BEAD 0 1e (CWI.Y'U11W1 CI1141* 3), 20. 1155 0EV40PME IT R NOIR FLOOD ZONE 'AE -9' ACCO RO NO TO FIRM. COMMUNITY PARE!. NUMBER 13011CO2130, MAP REVISED 4-15-206 21. TOSS SITE 5 N ZONE ' AE -9' AND IS LOCATED MIDI TIE 100 YEAR 51.000 ZONE SPECIAL NOTES: I. THE ESC APE OF SEDIMEN T FROM1 THE SITE SHALL BE PREYENTEOED BY THE P)STAELATION OF EROSION AND SEDIMENT CCN1501. MEASURES MO PRACTICES PRIOR TO di CONCURRENT MIN LAND DISTURBING ACTIVITIES. 2. 114E INSTALLATION OF EROSION CENTRE, MEA SURES AND PRACTICES SHALL BE INSTALLED PRIOR 10 OR CONCURRENT MTH LAND DISTU RB ING ACTIWTIES 3. EROSION CONTROL MEASURES S& L BE MANTAMED AT MI. TIMES. IF FULL IM PLEIWRTATION OF THE APPROVED PLAN DOES NOT FRONDE FOR EFFEC1NE EROSION CONTROL, 3100)1 VIAL EROION AND SEDIMENT CONTROL MEASURES S HALL BE NIPLD4lNTED TO CONIAC. OR TREAT 114E 5E014ENT SOURCE. 4. CITY OF TWEE I51 -AND PER 50a1EL SHALL HAVE THE RIGHT TO INSPECT 5101RLWAIER FAO NTIES AT ALL ' ,IVES 5. STATE W ATERS DO EXIST WIN N 200 FEET OF THE PROPERTY. S. FRESH WATER WETLAND S 00 NOT EXIST ON THIS PROPERTY. 7. THE EROSION AND S EDIMENT CONTROL PLAN DESIGNER HAS lam THE SITE PRIOR 10 DESCH OF THE E 24 SC PLANS. B. THE RECEIW NO WATERS FOR TICS PRO.ECT B THE ADJACENT TOME ISLAND ORANAOE SYSTEM, SALTWATER MARSH AMA ULTIMATELY THE ATLANTIC OCEAN. 9. ANY GI STIJW5ANCE ARE A LEFT EXPOSED FOR A PERIOD GREATER THAN 14 OAK SHALL BE VACU UM NTH TEMPORARY SEEDING. 10. AMEND MENTS OR REMM ER S 70 114E ES & PC PLAIN WHICH HAVE A HYDRAUUC EFFECT EN 111E PR0 ECT MUST BE APP ROVED BY THE DESIGN ENGI NEER. CLEARING NOTES: 1. ALL ELEVATIONS ARE BASED OH TAW M DATUM 2. CONTRACTOR 0441130 RE9'0193E FOR L0CAN10 ALL ENDING UNDER GROUND 0114155 PRIOR TO BE0M4N0 C0051R000 DN MENEM AND FOR AMONG AIL CONFLICTS MN SA ME ANY DA MAGE TO EXISTING UID1E5 SHALL BE REPAIRED AT THE E3ENSE 0 TIE 00115*C1 0l. 3. ALL WORK SHALL NE N COMPLIANCE 05111 114E STATE SOL AND WATER CW500081O1 CO*M3IE'S 'MANUAL FOR EROSION AND SEDIMETRAIGN CONTROL M 0E0R0A. AU. SEDIMENT CCN110. FEATURES SHALL BE MANTA NEO ON A REGULAR BASIS AND SHA LL BE REVOKED BY 111E CONTRACTOR UPON ACCEPT ANCE OF TIE SITE BY THE 011 ER. SEE NANO DEMAND PAN . 4. ALL DISTURBED MFRS ATO PROPO SED EARN GRAOMO N01 TO BE COVERED BY 011101 SURFACES SHALL BE GRASSED AS °WORDED CW 140 LAND OS NR0N0 ACTIVITY PLAN. B. EGRESS FROM 11E SITE MALL BE SUCH THAT All 9FA.M FS LOST DOWSE CONSTRUCTOR E M13 TO RDAOYE MUD FROM TIES BEFOR E DIMI NO MY PAVED PUOLIC HIGHWAY . 5. BALES OF HAY , STRA W OR SILT FENCE SHALL BE PLACED AROUND ALL STORM MEW TO ARDENT SE0Mw1 FROM ENTERING NEW PIPE 0R DRAINAGE WAYS DURING CONSTRUCTOR THESE MEASURES ARE MA MMARY. 7. THE SITE CONTRACTOR 9HA1 BE R4 00011E FOR PRONOMO PO SIVE DRAINAGE 0 AU. AREAS RIM TIE PROECT SITE 5149 L EM MONTS-OF- WAYS, EAEMENTS AND LOTS, THE CONTRACTOR SNAIL PROVIDE 011 NECESSARY FILL AND OR WAGING TO MEET THE FIRS HED PLAN GRADES AD EMIRATE MY AND ALL AREAS MACH ARE LOW AND 00 NOT DRAM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR E ISORITO PROPER DRAINAGE OF MY AREAS 04504 ARE CHA RRED A5 A RESULT 0 FIELD I ONST 113 TO THE CONSTRUCTOR PLANS. 5. NE CONTR ACTOR NU. NOT BEGIN OFA RNO ON ANY CONST RUCTION ACTIVITY UN11L 114E APPROPRIATE PERMITS H AV E BEEN 15M0. 5. IF REQUIRED. FL EE PROTECTION BARRI CADES S HALL OE INSTALLED PRIOR TO ANY CLEARING ACTIVITY AND MAINTAINED MIL 515115050 BY WNW OR ENGINEER TO REMOVE THEM. 10. TIE CONTRACTOR SHALL TAR SECIAL CAE TO AVOID DAMAG E TO TREES AND ROOT SYSTEMS MULE 1101111610 N11NN TREE PROTECTOR BARRICADE S ME CONTRACTOR SHALL NOT WORK 151414 TREE P801001ON BARMAIDS MTNWT A REPRESENTATIVE FROM ME OWNER OR ENCNER PRESENT . 11. PRUNING OF TEE UMW , BRAN CHES AND ROOTS 0 TREES 114101 ME MAIN TREE PROTECTION BARRICADES MALL BE DONE IN CONFORMANCE MIN SPECIFICATIONS AND RECOMMENDATIONS OF TIE YIAT ONAL ARBOOST A39O0A71CH' (N. A4.) IN MIMING STAIOMOS FOR SHADE TREES' . MY VARIATION FROM THE RECOMMENDATION 0 NE N.AA SHALL BE APPROVED BY 114E OMNER II MMINNA PRIOR TO ANY MUNNO. 12 NETS 0 GRADING AND GRA59N0 ARE !IODATED W PLANS AS MITTS OF DISTURBANCE . 13. ALL DISTIN EED AREAS PROM NEW CON50UCDON ACONITES MU. BE SEEDED, MULCHED, FE5101040 I/O WATERED TO PROMOTE A 5011 0ENT GROUND COVER THAT MIL PREVENT SOIL EROSION. SUFFICIENT COVERAG E MAD BE M SPECNED IN 'ER OSION CONTROL 0RA59NO. 14. DRAINAGE: ALL EXCAVATOR SHALL SE PERFOR MED S0 THAT TIE S HE A ND THE AREA IMMEDIATELY SURROUNDING 11E SITE MKW ERECTS RIE OPERATIONS WILL BE CONTINUALLY AND EFFECTIVELY DRAIMD . SURFACE WART, GROUNDWATER, 0 ANY PERCHED WATER M IICH MIGHT BE 100041 RED ORNG EXCAVATIONS SHALL BE REVOKE BY ANY ACCEPTABLE MEANS APPROVED BY 11E ENGNEA. TEN TA TIV E ACTIVITY SCHEDULE 321 Res 341 NM RIO IJADON TOO K. K�rW 00501015S NO W. Kr K OOK DEN TWOJLAO N MAE Ld PALM commucom PRL41M 015 55102 Add CA 13L I, MO. G MOM WO RK MWWL OF MO M COMM SITE DATA EDESmNM im vRAw.M9.5 0 ., tMi MA O K. SURVEY MOO WOO SOILS TEMPORARY CONSTRUCTION EXIT C OASTAL PLAIN VEGETATIVE COVERS PIINONO ' 5 R AZE PW111N8 PERMED' GRASS RATE *142(ATYyH �A 10 14 93/A 4 JIJ COIWIGI NRML4 OMEN- MODEM SIM OR t0.da/Ae JG TE (MMFEMME 10 10 1/KW REN- COOMBE SW OR OOMPH KM= ( DDED) 10 1.1:6 144JUNE BRDN1 TOP 1141 .17 0 LN./Ae MET- COMAEBMOM 05E66 AA DIVVIED) 10 IA ./A a AUGUST CENOPE0E 500 IV 15../. WEIMER- /Imam 0 T.A . - away BERMUDA ....v.. ..--..) OR 10 14../A0 COMPERE SOO 1/2 S1./Ae LE VEL II CERTIFICATIO N N0.2104 ISS UE D 11305 EX PI RES 11 .0.20 Co SILT FENCE - TYPE NON -SENSITIVE I Ort./ 4RW TyME, Post 7w ty asrxc Oew o-eaLtr . wrti ...porn 1u O..w .a ,a ya La. A.e.. ra Mbfmnarr r w.w....H111.fl 151 Imam tr ek 4 44 La , FASTENERS FOR SILT FENCES ORAWI NGNILIKAHER C-6 6 of 6 SHEE TS DESIGN CALCULATIONS AND HYDROLOGY REPORT FOR THE Michael Gallovich Project 73 Solomon Avenue Tybee Island, Georgia FOR Michael Gallovich 2305 Louisville Road Suite 1 Savannah, Georgia 31415 September, 2020 BOSWEZL DESIGN SERVICES, INC. OFFICE : 4700 EAST HIGHWAY 80 UNIT N SUITE MAILING : 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 9 I2-897-6932 LAHBOSOBEI I SOUTH.NET PROJECT VICINITY MAP AND INFOR 770N Property Boundaries (Parcels): 73 SOLOMON AVE Property 73 SOLOMON AVE Address: Notice of Print Property Record Assessment ---* Card -4 Parcel ID (PIN): 40020 03001 Navigation: View Directions -4 GALLOVITCH MICHAEL Owner Name: LEE GALLOVITCH DEBBIE H. Estimated R -1 Zoning: Estimated AE Floodzone: Calculated 0.28 Acreage: Local Historic N/A District: Aldermanic N/A District: County Commission 4 District: Elementary Howard Elementary School School: Middle School: Coastal Middle School High School: Islands High School Sale Price: $115,000 Sale Date: 4/3/2019 Fair Market $117,600 Value: Land Value: $117,600 Building Value: $0 Year Built: Effective Year Built: Voting Precinct: 4-10C Owner Address: 8 ROMERLY ROAD Owner City, SAVANNAH, GA, 31411 State, ZIP: SAGIS Map Viewer tg, R J NE# If3HiHO)I '.it: rota ROW --- WATCH EA ch, s A) x 22 l t 'MA) '.,a'- •1 11IX C-2 4 (39 AC 4,1) 6 (5) ea - EC tp KI cfre _ 5 Jae - FISH 2 l 7,01 1 3 _ _4 ` 46 47 qt 35 6d a' 24 "o �kr 30 `t CY"�. 0151 �Rb L 2 BLOCK 43 1 �1) 3 3A 0.11 7k f •' � 10 1 9 y 8 4. 32 er'„ta (�-y.,,, a7R l -, 29 /a. ,.• L '3„L' 2$,0 ' Iss''" ''''°34 i 27 26 jo n, 1 , ' f- 25 F`' F t. 2 G 11 3 41' 4 4. ,.c,, '' 14 Al, 4 4 (6046 YG 2 12 41, 9/22/2020, 3:21:12 PM L1 Zoning Property Boundaries (Parcels) SAGIS 0 0.01 f 5 , 0 0.03 1:2,257 0.03 r 0.05 0.06 rill tt 0.1 km SAGIS Esri Community Maps Contributors, Savannah Area GIS. BuildingFootprintUSA, Esri, HERE, Garmin. SafeGraph, INCREMENT P, METUNASA, USGS, EPA, NPS. US Census Bureau, USDA 1 SAGIS SAGIS Map Viewer cn tp�l P tOk 0' 91 g� 8 9 r0) CG41 071 v -'` r 6 (5) (a) IGHIHOU 5F Pau T 'R YA M'S ROW HFWA1tH S'`�c'UCH A) 22 10A)) t1-4 4 \a � Ex- tl t,.± cir, (3.g AC. -Ml AE -10 5 ( 4) 4)3 111 MARSH 2 3 (I) (2) )10 col 42 cog =3Y, 41 df 38 A. 3 t' ,67,",.3 TI 43a, 21 MA) 36., 35 6 31 32 5 _± 3 2 tiP 39 ©fl ) o 43 32 45j.,? ))O :] '4; 29, .LL 33 a �a 28�' 27 a• 30 46 47 G EFU 9/22/2020, 3:17:03 PM e 26 ri- 25 ))� '}24 !e. 4 L,0 ' ej ' 1 .' ii ', �h 3 'ea � 2 i t.' 71 a� e ,G 3,. Ftr ' y ga Q .�' 4 ),,` 10 3 F4 r, L '1 13 ,rte, a Effective Flood Zones (2018) AE - Inside the 100 year Flood Zone A - Inside the 100 year Flood Zone AE Floodway - Inside a Regulatory Floodway VE - Inside the 100 year Flood Zone w/ Velocity Hazard SAGIS X_500 - Inside the 500 year Flood Zone X - Outside the 500 year Flood Zone Esd Community Maps Contnbutors, Savannah Area GIS, BuildingFootprintUSA, Esn, HERE, Gamin, SafeGraph, INCREMENT P 0 0 0.01 0.03 1:2,257 0.03 0.05 0.06 mi It 0.1 km 12 SAGIS METI/NASA. USGS. EPA. NPS, US Census Bureau. USDA ; SAGIS SAGIS Map Viewer 9/22/2020, 3:14:00 PM Property Boundaries (Parcels) SAGIS 1:2,257 0 0.01 0.03 0.06 mi { s ti II 0 0.03 0.05 0.1 km SAGIS Esri Community Maps Contributors, Savannah Area GIS, BuildingFootprintUSA, Esri, HERE. Gannin, SafeGraph, INCREMENT P, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA r SAGIS REPORT HYDROLOGY REPORT For The Mike Gallovich Project 73 Solomon Avenue Tybee Island, Georgia SITE NARRATIVE AND SITE CONDITIONS The existing site is vacant has few trees and the ground is generally flat with slopes between 0 percent and 2 percent. The proposed project will be the construction of a new residential structure and will have grading and utilities. The total site is approximately 0.28 acres with the new project being approximately 0.17 acres disturbed. Detention will not be required for this project. The soils in this area have been classified by the Soil Conservation Service as being CuC ( Chipley Urban Complex ). PRE DEVELOPMENT SITE CONDITIONS The existing site will be considered as one drainage area for the purpose of drainage calculations. The existing drainage area is high near the middle of the site drains in all directions. The existing storm water run-off volume currently leaving the site will be the maximum allowed to impact any adjacent property during post developed storm events. POST DEVELOPMENT SITE CONDITIONS The proposed site will be divided into four parts by the proposed structure. Two of the post developed drainage areas will be picked up by new swales and directed into existing inlets. The remaining two areas will drain towards Solomon Avenue and Mortar Avenue. New and existing run-off will be collected on site by sheet drainage and new swales into the existing Tybee right of way and drainage system. ANALYSIS METHOD The TR55 method was utilized for the analysis of the pre -development and post -development runoff for this site. Hydroflow Hydrographs software was utilized to perform these analyses and for the purpose of sizing pipes, inlets, ditches and detention. The analysis was performed utilizing the following data: DRAINAGE AREA PRE -DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS POST -DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS IDF CURVES SAVANNAH HYDROGRAPH GENERATION METHOD = RATIONAL PRE -DEVELOPMENT SLOPE = SEE EXHIBITS POST DEVELOPMENT SLOPE = SEE EXHIBITS TIME OF CONCENTRATION PRE -DEVELOPMENT = 5 MINUTES TIME OF CONCENTRATION POST -DEVELOPMENT = 5 MINUTES The proposed project is to be cleared of necessary trees and stumps to make way for the proposed site improvements. The resulting increased runoff, which is encountered due to new impervious area is displayed in the summary table at the end of this report. Run-off calculations accompany this report. DRAINAGE SUMMARY TABLES AND ALLOWABLE RUN-OFF CALCULATIONS DRAINAGE AREA 1 YEAR 2 YEAR 5 YEAR 10 YEAR 25 YEAR 50 YEAR 100 YEAR PRE -DA 0.80 0.92 1.18 1.43 1.68 1.93 2.18 POST -DA 0.89 1.02 1.28 1.54 1.80 2.06 2.31 TOTAL INCREASE IN RUN-OFF 0.09 0.10 0.10 0.11 0.12 0.13 0.13 CW CALCULATIONS CW PRE -DEVELOPED FACTOR IMPERVIOUS AREA = 0.00 AC. PERVIOUS AREA = 0.28 AC. TOTAL = 0.28 AC (98x0.00) + (84x0.28)/ 0.28 = 84 CW POST -DEVELOPED FACTOR DAA IMPERVIOUS AREA = 0.01 AC. PERVIOUS AREA = 0.05 AC TOTAL = 0.06 AC (98x0.01 ) + (84x0.05)/ 0.06 = 86 CW POST -DEVELOPED FACTOR DAB IMPERVIOUS AREA = 0.02 AC. PERVIOUS AREA = 0.08 AC TOTAL = 0.10 AC (98x0.02) + (84x0.08)/ 0.10 = 87 CW POST -DEVELOPED FACTOR DA -C IMPERVIOUS AREA = 0.01 AC. PERVIOUS AREA = 0.06 AC TOTAL = 0.07 AC (98x0.01 ) + (84x0.06)/ 0.07 = 86 CW POST -DEVELOPED FACTOR DAD IMPERVIOUS AREA = 0.01 AC. PERVIOUS AREA = 0.05 AC TOTAL = 0.06 AC (98x0.01 ) + (84x0.05)/ 0.06 = 86 - / / /// / / // // // /// /// 9J\ b.M1 ` F bA ^ b� /� —�\� .1/ ',": \> b 1.g r / 4f PRE-DEV•DA I MP = 0.00 AC (98) PER = 0,28 AC (84) r roT = 0.28 At i \�Cw= 84 1 � � I ae --�` \*` b` 106 Qao ! \`., S i VA r `I 1 \4?`a, .?C, // / a' Iao° 1 I ,a \ / / o•`F ksi W ! v pp ) b • a?"" h1 / h• 3 Rr" / I OAW 0, / hA / s- o I ss / 1n 't J / 4 -.- 11 ! 119 , /i �\ / / ev / --- ,a �\ r 1 0A/ I e°" / lf, G1 b''L _ _ _ _ —AA IT F`l°,y�`� Gra ve l Roadw ay OA bA So loman Ave. — R/W Varies bA bA Grovel Roodwoy bh tom- D•E" 0•h G10 c000O on ` q.°° ry 4o0 cy'r Rae' + oe / G1 'I 2 3 4 5 6 Project: MG-73-PRE.GPW IDF: Sample.idf 7 hyd's 09-22-2020 Hydrograph Summary Report Page 1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) lime to peak (min) Volume (cuff) Return period (yrs) Inflow hyd(s) Maximum elevation (ft) Maximum storage (cuft) Hydrograph description 1 SCS Runoff 0.80 1 726 2,824 1 — MG-73-PRE-1-YR — 2 SCS Runoff 0.92 1 726 3,279 2 — MG-73-PRE-2-YR — 3 SCS Runoff 1.18 1 726 4,208 5 ---- — MG-73-PRE-5-YR 4 SCS Runoff 1.43 1 726 5,154 10 — MG-73-PRE-10-YR 5 SCS Runoff 1.68 1 726 6,112 25 — — MG-73-PRE-25-YR — 6 SCS Runoff 1.93 1 726 7,079 50 — -- MG-73-PRE-50-YR 7 SCS Runoff 2.18 1 726 8,052 100 -- -- MG-73-PRE-100-YR — frfSa". °tr Proj. file: MG-73-PRE.GPW IDF file: Sample.idf Run date: 09-22-2020 POST -DEVELOPED HYDROGR4PHS r/ / // ,� / // / //% rr j PRE-DEV-DA-C IM P =0.01 (96 A PER=0.)6 (` TOT= 0)7 AC C w=B PRE•DEV-DA•D IMP = 0 .01 AC (98) PER = 0.05 AC (84) TOT = 0. 06 AC Cw=86 rrsEuLAJA-A I MP = 0.0'I AC (98) PER = 0 .05 AC (84) TOT= 0.06 AC PRE-DEV-DA-B IMP = 0,02 AC (98) PER = 0,08 AC (84) TOT= 0.10 AC 0W = 87 pc6 T- eE"k‘ Goy C Povr - 0E-4 Project: MG-73-POSTGPW IDF: Sample.idf 49 hyd's 09-24-2020 Hydrograph Summary Report Page 1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Volume (cuft) Return period (Yrs) Inflow hyd(s) Maximum elevation (ft) Maximum storage (cuff) Hydrograph description 1 SCS Runoff 0.18 1 726 645 1 — — — MG-73-1-YR-POST DA 2 SCS Runoff 0.31 1 726 1,110 1 — — — MG-73-1-YR-POST DA 3 SCS Runoff 0.21 1 726 753 1 — — — MG-73-1-YR-POST-DA 4 SCS Runoff 0.18 1 726 645 1 — — — MG-73-1-YR-POST-DA 5 Combine 0.49 1 726 1,755 1 1 + 2 -- 6 Combine 0.39 1 726 1,398 1 3 + 4 ----- -- 7 Combine 0.89 1 726 3,153 1 5 + 6 -- — 8 SCS Runoff 0.21 1 726 745 2 — -- -- MG-73-2-YR-POST-DA 9 SCS Runoff 0.36 1 726 1,278 2 — — MG-73-2-YR-POST-DA — 10 SCS Runoff 0.24 1 726 869 2 — — — MG-73-2-YR-POST-DA 11 SCS Runoff 0.21 1 726 745 2 — -- — MG-73-2-YR-POST-DA 12 Combine 0.56 1 726 2,022 2 8 + 9 — -- 13 Combine 0.45 1 726 1,614 2 10 + 11 — — 14 Combine 1.02 1 726 3,637 2 12 + 13 — 15 SCS Runoff 0.26 1 726 947 5 — -- MG-73-5-YR-POST-DA 16 SCS Runoff 0.45 1 726 1,618 5 — — — MG-73-5-YR-POST-DA 17 SCS Runoff 0.31 1 726 1,105 5 — — -- MG-73-5-YR-POST-DA 18 SCS Runoff 0.26 1 726 947 5 — — MG-73-5-YR-POST-DA 19 Combine 0.71 1 726 2,565 5 15 + 16 — — 20 Combine 0.57 1 726 2,053 5 17 + 18 — — 21 Combine 1 726 4,618 5 19 + 20 — 22 SCS Runoff 0.32 1 726 1,153 10 — — MG-73-10-YR-POST-D 23 SCS Runoff 0.54 1 726 1,962 10 -- — — MG-73-10-YR-POST-D 24 SCS Runoff 0.37 1 726 1,345 10 — — --- MG-73-10-YR-POST-D 25 SCS Runoff 0.32 1 726 1,153 10 — — -- MG-73-10-YR-POST-D 26 Combine 0.85 1 726 3,115 10 22 + 23 — — 27 Combine 0.69 1 726 2,498 10 24 + 25 — — I 28 Combine 1.54 1 726 5,614 10 26 + 27 — 29 SCS Runoff 037 1 726 1,361 25 — — MG-73-25-YR-POST-D 30 SCS Runoff 0...3.., 1 726 2,310 25 — — — MG-73-25-YR-POST-D Prof. file: MG-73-POST.GPW IDF file: Sample.idf Run date: 09-24-2020 Hydrograph Summary Report Page 2 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Volume (cuft) Return period (yrs) Inflow hyd(s) Maximum elevation (ft) Maximum storage (cuff) Hydrograph description 31 SCS Runoff 0.43 1 726 1,587 25 — -- MG-73-25-YR-POST-D 32 SCS Runoff 0.37 1 726 1,361 25 — — — MG-73-25-YR-POST-D 33 Combine 1.00 1 726 3,671 25 29 + 30 -- — 34 Combine 0.80 1 726 2,948 25 31 + 32 — — 35 Combine 1.80 1 726 6,618 25 33 + 34 — — 36 SCS Runoff 0.42 1 726 1,570 50 -- ----- — MG-73-50-YR-POST-D 37 SCS Runoff 0.71 1 726 2,660 50 — — — MG-73-50-YR-POST D 38 SCS Runoff 0.49 1 726 1,831 50 — — — MG•73-50-YR-POST D 39 SCS Runoff 0.42 1 726 1,570 50 — -- -- MG-73-50-YR-POST-D 40 Combine 1.14 1 726 4,229 50 36 + 37 — ---- 41 Combine 0.92 1 726 3,401 50 38 + 39 -- — 42 Combine 2.06 i 1 726 7,630 50 40 + 41 — 43 SCS Runoff 0.48 1 726 1,780 100 — — -- MG-73-100-YR-POST- 44 SCS Runoff 0.80 1 726 3,011 100 — -- — MG-73-100-YR-POST- 45 SCS Runoff 0.56 1 726 2,076 100 -- -- — MG-73-100-YR-POST- 46 SCS Runoff 0 48 1 726 1,780 100 — ---- — MG-73-100-YR-POST- 47 Combine 1.28 1 726 4,791 100 43 + 44 — — 48 Combine 1.03 1 726 3,856 100 45 + 46 -- 49 Combine 2.31 1 726 8,646 100 47 + 48 — Proj. file: MG-73-POST.GPW IDF file: Sample.idf Run date: 09-24-2020 SWALE CALCULATIONS J1 Worksheet for MG-73-SWALE-A Project Description Friction Method Solve For Manning Formula Input Data Roughness Coefficient 0.025 _ Channel Slope 0.56000 % Left Side Slope 3.00 ft/ft (H:V) Right Side Slope 3.00 ft/ft (H:V) Bottom Width 1.00 ft Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type Subcritical 2.24 ft 1.66 in 2.17 ft 0.14 ft 0.01976 ft/ft 1.19 ft/s 0.02 ft 0.22 ft 0.56 GVF Input Data Downstream Depth Length Number Of Steps 0.00 in 0.00 ft 0 GVF Output Data Upstream Depth 0.00 in Profile Description Profile Headloss 0.00 ft Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Normal Depth 2.35 in Critical Depth 0.14 ft Channel Slope 0.56000 % Bentley Systems, Inc. Bentley FlowMaster V81 (SELECTseries 1) [08.11.01.03] 9/24/2020 3:21:16 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1.203-755-1666 Page 1 of 2 Worksheet for MG-73-SWALE-B Project Description Friction Method Manning Formula Solve For Normal Depth Input Data Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Discharge Results Normal Depth Flow Area 0.57 ft2 Wetted Perimeter 3.37 ft Hydraulic Radius 2.05 in Top Width 3.30 ft Critical Depth 0.14 ft Critical Slope 0.01906 ft/ft Velocity 1.10 ft/s Velocity Head 0.02 ft Specific Energy 0.24 ft Froude Number 0.46 Flow Type Subcritical GVF Input Data Q.025 0.3Szp00 % . (H:V) 3.00 ft/ft (H:V) 2.00 ft 0.63 ft'/s Downstream Depth 0.00 in Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 in Profile Description Profile Headloss 0.00 ft Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Normal Depth 2.60 in Critical Depth 0.14 ft Channel Slope 0.36000 % 15 +1Q Bentley Systems, Inc. Bentley FlowMaster V8i (SELECTseries 1) [08.11.01.03] 9/24/2020 3:21:25 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 .4AD. • Pi i Soil Map —Bryan and Chatham Counties, Ge orgia ga 32° 1' 17"11 32° 1' 14" N 514140 514150 514180 514170 514180 3 l3 514140 514160 Map Scale: 1:4661f printed on A landscape (11" x 8.5") sheet. 514170 0 5 10 0 20 40 80 Feet 1 Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N W GS84 30 Meters 30 614180 t1So:1 Natural Resources i Conservation Service 514180 Web Soil Survey National Cooperative Soil Survey 514200 514210 514 721 614230 3 tit 9/24/2020 Page 1 of 3 32° 1'17'N 32 ° 1'14"N Soil Map —Bryan and Chatham Counties, Georgia MAP LEGEND Area of Inter est ( A01) Area of Interest (AOI) Soils of r S oil Map Unit Polygons Soil Map Unit Lines Soli Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Misce llaneous Water Perennial Water Rock Outcro p Saline Spo t Sandy Spot Severe ly Eroded Spot Sinkhole Slide or Slip a: t 5odic Spot 0 0 0 Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water F eatures Streams and Canals Transportation {-÷4 Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:20,000. Warning: Soil Map may not be valid at this scale. Enlarg ement of maps b eyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil lin e placement. The m aps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map she et for map measurements. Source of Map: Natural Resources Cons ervation Service Web Soil Survey URL: Coordinate System: Web Mercat or (EPSG:3ti57) Maps from the Web Soil Survey are based on the Web Mercator projection, which pres erves direction and shape but distorts distance and area . A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required . This product is generated from the USDA-NRCS certified data as of the version date(s) listed below . Soil Survey Area: Bryan and Chatham Counties, Georgia Surv ey Area Data: Version 15, Jun 12, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger . Date(s) aerial images were photographed: Apr 21, 2020 —Apr 25, 2020 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these m aps. As a result, some minor shifting of map unit b oundaries may be evident . t.js In Natural Resources dam Co nservation Service Web Soil Survey National Cooperative Soil Survey 9/24/2020 Page 2 of 3 Soil Map —Bryan and Chatham Counties, Georgia Map Unit Legend Map Unit Symbol Om Tml Totals for Area of Interest Map Unit Name Osier fine sand Tidal marsh, salty Acres in AO1 1.0 0.0 Percent of AOl 95.9% 4.1% 1.0 100.0% ISDA Natural Resources Web Soil Survey 9/24/2020 Conservation Service National Cooperative Soil Survey Page 3 of 3 FEMA 9 National Flood Hazard Layer FIRMette FEMA Legend 80°51'18"W 32°1'31"N (Et_ 1,, roar, t r ✓ f r qt r t is iz I` (EL'111 Fe et' ✓ p •- �_}Sf 4 t, 'm. A", 4 • •r yfr'fl,t • Feet 1:6,000 2,000 80`50'44"W 32' 1 1" N 0 250 500 1,000 1,500 a .r1,•I1€ Feet) 13 Feet) r #�" t,y J i:EL 15 F eeftfL`12 Feet) e r y •. rr (EL 10 Feet (LLr11 i _t 1 ▪ 1:EL 9Feet' r dtia 51 tv1ap; Orthbii g r,,t Data refreshed A at-ll 2020 J �}j(� 4" ' `ra ale, fi^ r7 ItAk SEE FIS REPORT FOR DETAILED LEGEND AND IN DEX MAP FOR FIR M PANEL LAYOUT SPECIAL FLOOD HAZARD AREAS OTHER AREAS OF FLOOD HAZARD OTHER AREAS GENERAL STRUCTURES OTHER FEATURES MAP PANELS a Without Base Flood Elevation (BFE) Zo ne A, V, 499 With BFE or Depth 2on0 AE, AO, AU, vE, AR Regulatory Floodway 0.2 % Annual Chance Flood Hazard, Areas. of 1% annual chance flood with average depth less than one foot or with drain age areas of less than one square mile zon ex Future Conditions 1% Annual Chance Flood Hazard zone Area with Reduced Flood Risk due to Lev ee. See Notes, anr, x Area with Flood Risk due to Leveezono D NO SCREEN Are a of Minimal Flood Hazard bow 1---""1 Effective LO MRs Area of Undetermined Flood Hazard zana - — - - Cha nnel, Culvert, or Storm Sewer 1 1 1 1 1 I I Levee, Dike, or Floodway .2 Cross Sections with 1% Annual Chance i7 s Water Surface Elevation 8)— — — Coastal Tra nsect re— . Base Flood Elev ation Line (BFE) - --- Limit of Study Jurisdiction Boundary --- Coastal Transect Baseline - Profile Baseline Hydrographic Feature Digital Data Available No Digital Data Available Unmapped N 1 1 The pin displayed on the map is an approximate point selected by the user and does not represer an auth oritative property location . This map complies with FEMA's standards for the use of digit al flood maps if it Is not void as described belo w. The basemap shown compli es with FEMA's basem ap accuracy standards The flood h azard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 9/22/2020 at 3:32 PM and does not reflect changes or amendments subsequent to this date and time . The NFHL and effective Information may change or bec ome superseded by new data over time. This map Image is void if the one or more of the follo wing map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation dat e, community identifiers, FIRM pan el n umber, and FIRM effective d ate . Map images for unmapp ed and unmodernized areas cannot be used for regulatory purposes . APPENDIX Ciinprei 2 i rdyt'..3Y;tia rlaniil'i' 't"t t1 Woirohtst,_ iiv_ hr,::y�: 't9t,.a i"t3v s„•, .uts'ii :`a+` • " situ Oft"T Ks- u-tr astmostem eE. qE E ..mss i rs1:i.1, . .1„ ::_: u•'rr type and 4o.•13nrira/pc::uraditx,n ,. "•.:' ' � Nr;.ante 4. �+';w+r ?; f ;'313_% at ^:s c :}1 7' fav!-YfE;y,' '^ , •:tee ,#:fi( . r . R .-c' • r •,Ii_.. F3t:c i 4. ito lit kw ••1{i a:-+tifi 7hYiif, ;+. -; rt'er , , �.... iii _—ood (IILriGt7• er'.E, - knis oi: i•eT a„ "1C, '::Y� ; • i aiittf•Y Luc-a::din --.... t r ri,r lti' 4:,111111.. } g• C# rfT tc:Z'y . . . . .• �i t a 't''rtJ #• 1: ? •i Bled est n:.i'•.:j :;ii:lr•1: _ •=4 Lei tr 77 fti :e • �b "«°11 i:•y •.tiii:�CYi•:,',py. Yt.rffz 'i iv .. r iu �u�+ a'a':e:isr ;wpm: :.: n i:..r▪ lto• -u •ot 7t: • tbni .T.r 7.,roow lai �! o-�.a1:•r1 w.»ri.gutgoo . ar _:i : e1.� z•t1 X41 Ite ai...E. ataalr 3 q ,,y -'n ,6.10 St. r i..niyr'-:. jai ,� i ., s�r-P '•r' � : �ti 'vs't€.u-rr? pyit•`�',:t - t r5z r., �, c t; T ut ! v* itotoifig4t.ti ; e r 4nn�%r .• n aoy ulna; ter: -x.E�- r au ..�, .• i ,j4� i r eis:�tti:iira at u;:r x?^'u: x• ii iisr re 1Ylakeara y r tL• r1a.; t R ,ear rnraa s .: i r+, a tt� CAsa ,ms vE lip,h. i*.tr: i i y �•L ir.:�:- ,... 1• .lcf:s. t.•f a,..tKygaii:.0 tti^ ir•ti'i'+ :,-Ea1 a3si.1 'a• ice• ati aYA7:t "> :'We+3t i;.itCv, .;•,yca• � '�.^- e3iis,ns. t::. -iia "• 74fnrr:'C s t's::f,e,;�.:,1i•'.f'{$:i-2.=:� —. :. r .a• 3 Maw of C_Imatriankluit h.'ttI �.ratG:3aate itte i'tc.-td fir_ '•yi str was. With .tt r•�: �h3t tEi• t T,�TGtY fret ' ro4% i i:i ,_`ti !' t'Citt• n ttug_ r':=?i , "ty t t CntG: t •H t ita-! wIN$ the ntai�-t drag ��� �g' the piotr marts=:c>; otatratim stet as awlt � ire :: L tip 1YTr!.•t- «. II S It art, For• '- i )i... -)741. ttr., .�i LLTY'Lay r ri *'«d10oP-i fix fr,r .'t.^i it i ::?:;t1i't ±n . tans t :c xtr fa} sr 'ketiZripl Its/. •'t`= t'a't•"ra'E Seir .. .......__ ,4 1 '="4111:4.4 _ .__.-._ ... t.R• . ,..:fit- tart..: ur- :nr:y.4rtsi::E.r .•e! tom ttt:::£V. 'i'iYt . •,,t. i :=-• : t • .:. ;r3"s. 'at t"`1.t+*� +=::4t• x fl 9x K•t tt. 'MbP'mt he ,. .l t _ 4. S i tit Q it L riL.li..TY 'a11 Na.• `'dt `• .... ti : a . ryt itrarz.. ... -rt!Sca; irTC `)trtp:i 5 3si`ttMt "v'e . .tr ?ter -4 : e^'F.• : f}' .tom 4 t$fi!t o:ttl. }.ety'. t,se At:71atst3tl g'2 T_ F+rttt3:1?sc sat #7x,.`31 fl)t- +yyt(t 1�.:atr.f;v 1Z7t•? t1)1pta T: ii ,.c 11iYi`. ;1607' P„1� ;i•P t late V I:tliura4i $ _i tigitat+3d l'?!it'}fy t,. • rata 'tth.' l+tVgEti a -year. /24•Itt r ttfa_ti gradt t is?i1i S!; rryt4, Dirt . s ,`c t j•`ifit fa3!:t; ;'% }� �._E.ti ..zs� •' 'T`En''"i iffr `t•!.r!'..F NI •mot trak- • 1.y S+1taw;•S" stzaezt Itlitbral Flewf =' t:;);rstart irt;'t�at� ..akt#: Fttir 24 44.,urs. and r.} j t:itrxsr t:fTet.t ni ili'�t d.-- :1 11 e3Y:• • • rill,t'. f" 'ra. r ..tom +ii:I3 ! it:"'#'1t t' ' �C :sJl.)jt:,z tt. Y-;i' • it�izr4ittt ` t id :Ji }I] i:et1. 1.R..'Y'.:w- !low (4'z}t'i11"CRTILIII.r (r�- 2_.,plFlti :r s Fist .triir'.til G � L"D :V L cier'_a`n Lit •ti `' i?'; fib st.:l . t 1%it si(' i17' kv S rte. *qr. ni,Ct ai: 4 : tstlrrriet •t) ,`ts.q)'''t •fix t.ii}•i'`_ p+- tear ttc•n lit it• girt e t'`•_ 64 Effect ... i,rrev.ty ijt Cpl �13cr{isti ;ir .t . 1 uity i ..tM:Y .pp "1:.tr. •.t 7r it.: u5il viilpir_ tt :.ii:ii ,• . t't:F'S 116012•Cik:rS 4rrT-.; • i1 � i ? t'• •'t" t.LLtx:4 :.. • .. . •ntre.rc Y er :tt:t:l• I'C L .raiC.11 • • .U.I.,n ti:R Arw • t,li red if) br$crtr(tr li'1? .:{' R;.»• C,= via [rr,a b1'` -r 1ai;:3:tiGiSSiic�z.E.•t.tl�••,r, 't1;tj: 3 LEI Tt art' ' 2S Tilt nn t :; r iLr1,,.-11-01 i; t y c..r. rt;ir !h •5 I IIt1'=i4".c't3:ttii °1'.4s`1Tt, $scale 2.33 }'.:: $1„ 1-c" ..� _';lltEtt:i wttl'firt- 1 :.'a{:;ti•' lEl*![t sht'ms. L`tlldt'y 5 Oat3'r;t1 tE c " lt�ct� l bi;.r`.ata -.s•• otai alt •f .L511:2112: N-"; mazumnamt • • • m 77,7 7:77- 7. 'cgi.Y't^.'+_' a -;'g vf.:' .24-l:£NTr tz1;r1ti;:? 2r e.,a: a2Js:r.�r.=a f -a . - = - — ;;;7•..L!c: gto—i CITY OF TYBEE ISLAND TREE REMOVAL PERMIT APPLICATION Telephone: (912) 786-4573 Fax: (912) 786-9539 Address of Property 73 sok ° v. 4N Au e Owner's Name M c c r4Gl C9 ' t le V 1 Applicant's Name IA t414 4 C5* 1 0 v Owner's Address i� Applicant's Address ] �{ , kk Owner's Telephone a la. s 4- i 4. Ls Applicant's Telephone q 11 s 41 sit, (.S REQUIREMENTS FOR TREE REMOVAL • A density of 3 trees per 4,500 square feet is required. All trees with a 6 inch diameter at 4.5 feet above the ground count toward the density. • Significant trees must be replaced inch -for -inch in like species with minimum 2 -inch diameter trees or be otherwise mitigated. • By accepting the Tree Removal Permit, the property owner and the applicant agree to comply with all requirements of the tree ordinance including mitigation requirements, planting specifications and tree survival requirements. APPLICATION Scaled plot plan showing location, size and species REQUIREMENTS of all trees on the lot which have a diameter of 6 inches or all proposed improvements, and property setbacks. replacement trees. more at 4.5 feet above ground, all existing improvements, Mark all trees proposed for removal. Mark the planting location, size and species for all proposed Explain the species of tree(s), the reason for removal, and the location of the tree(s) S - s rI.t4 . t ,E__ ins _ y� +- '�.e-�& r f e \0 (As e_. -'U -v✓ck ''-i 0 tJ I - OAK + eE_ ► 9 dot' X144 ► k, -,‘.e_. A RA`U ewe `i 1- 1i+,.-�9t.�e _ N -14,e, im,� ,lie 64 +1,.._.(:) 1-, .L.s '"notQR. A" 20 - 02 1 - ?i.Uc".. fkee5 slN -g.0,n_4 d +Le _ use._ Tt e__. vwwit,l e -t. 4 'Tt Nie s 4(-0 be, t eoito J ea- rO i is -et) i .5''co i i.A-- .414,k,-,- , . I- t A-mi.. o ,.., it -k4 L91 fees ,rota 4_ k _e_ NiQ At-4se4- co -p J e c ( I have reviewed the Tybee Island Land Development Code, Article 7, Tree Removal Regulations, and hereby agree to comply with the provisions thereof. I understand a permit application may require 5 business days to process. Owner or Applicant Signature 04 v- Date Owner or Applicant Printed Name I. c.1,>ti el b i 0 V t i v Ullic�ial Perini! bee Palms Lip MT I! f� APPRO\ El) Li DENIED g YES ❑ NO 2.60" J LO Slok ties&1 vr0 t15 {A,U2 t - r o >is 11, $3J s�f SLOPE GRADE ,. r • 4 -t La 75'-3 Benchmark Na il In 12" Pine Tree Elev. 6.45 NAVD88 -c?FH x 5.4 5. 4 • 14PN CMF x 5.3 Grate Inle t Frame 5.09 IE 2.79 Gr ovel R oaaivo y Grate Inlet Fra me 5.02 IE 2.02 5. 5 5.5 x 4. 1 rnesutJ / 5 .5 Mkt\q w't9' - 23" of Vo b� WllwIJJ x 4. 2 4141, 4 .0x( wiles 5.3 x TPCII, LLC PIN: 4-0020-03-005 (5-,‘ � \st IRF Debris Pil e N\ This Area \� x\ \ \\ • N x 3.5 // \ ` x 3.6 \ / / \ Dennis Gras te `o\ /� a\J V \�g� air• /I F i a c+ PIN: 4-002 m 5.3 S .8 ` Guy x 3 .4 /Guy x 4 .1 0 r IRF Orw- r• 16LD oyz a. 0J) Urttxs Benchmark Nail In 12" Pine Tree Elev. 6.45 NAVD88 'Q FH SLOPE GRADE ) x 5. 4 4P14 CMF x 5. 3 Grate Inle t Frame 5.09 5.4 IE 2.79 R °0 01frey GI GGGI I Grate Inlet Frame 5.02 1E 2.02 5. 5 5.5 e (� ft$ 40/(0 A kw I(? 2.)." at q i `r WI, ibr ylu_ I 14 N. '\\ sr IRF Debris Pil e N\ This Ar ea \/ A �/ \\ \ >\\ / \ .. "" •, .. ., ./ x 3.6 \ \ ` dri` Dc Chtier ` x 3.8 x 4.2 4.0 x( TPCII. LLC PIN: 4-0020-03-005 4 8x� 53x \•\ 141 N N x 4.1 \\ c DennisGr a: PIN: 4-002 oyz 75'-s en chrnark ail In 12" Pine Tree lev. 6. 4-5 NAVD88 FH x 5. 4 14PW CMF Gra te Inlet Frame 79 5.09 5.4 IE . Grate Inlet Frame 5. 02 1E 2.02 Gr oker Roo `,1oy 4o ct 5.5 5.5 5. 5 � . IN IRF \ Debris Pil24PNe \ N \ 5.t This Area N \` e> / / \ \ 7R \ �/ x 3.6 \ \ 411 Dc 7 / % cfl\ ,p '8 \ / \ / - -04 4.O x� x 5.8 \ 5 ,p,. \ 18PN • x 3 .3 Guy PP �� s .3 x x 3.4 / IRF \ / C} \ \ x 3 .5 r— 22 16ta ��',/ Guy x 4 .1 _ PP i TPCII. LLC PIN: 4-0020-03-005 (5- Lkig '3.c- 3. rJ • F1/4 .4,00 . SCNOtt De nnis Gr aney PIN: 4-0020-03-010 5.3 oyi oy, /w,2 1k 9 /0 J, /4 -\i'`I'' %j'// /, / 7 // / o0 / �, <p`1 ,43 Q. \,// o / , J " 4;s 0 /y / / / / / / ////,,, // / / r5 \ / / / / 7,°�� _ I s / / /, / � � �� \ 1 \ kg' 410 5ce �4 *P° 5:1) R b / / fuo � O°— ,1° pl 0° ° O" S �` a. .o o° / 5 a _�,p. 4 ° IO° 431 9eN i5 I .0, .4%3) 016 . 40 SP O ° 4,x, 0" / s 0,4 s /\ ,2,.N // \\\ X6995`3.3 ,. / N. ,� ,g/ N. \ J \ 01 \ ti_ vs \/ ''' !Lo ▪ / ,se`s.'O> . ' � / .5!)B <4 \ 4 \K /- "— — ?V \ �5 / oeycJ \ \ r'' hr`s I \ \ s W. G\ yhL — °— \e t G<° k 1, 19 e9 p9 Grave l Roadwa y ay I J 9g / e' °°gP L _ _ _ MP A A \ 0 01, 5 G` Soloman Ave. — R/ W Varies Gravel Roadway EXI STI NG SI TE AND DEMOLI TION PLAN I"= 10' NOTES: I. CONTRACTOR I5 TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE. CABLE AND ANY OTHER REQ UIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES . 2. CONTRACTOR 15 RESPONSIBLE FOR L OCATING A LL EXISTING UTILITIES PRIOR TO CO MMENCING OF CONSTRUCTION ACTIVITIES AND FOR . AVOIDING CONFLICT WITH SAM E. ANY DAMAGE TO EXISTING UTILITIES SHA LL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.. 3. CONTRACTOR 15 TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITE MS NOT TO BE RELO CATED OR. GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. 4. REMOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION. X TREES TO BE REMOVED \ 9F 6° y •A‘-° O_ � 11 - 34 ... GHL — SPECIAL F .F. NOTES ; I . CONTRACTOR TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRU CT ACTIVITIES AND C OORDINATE WITH GOVERNING AGENCY REQUIREMENTS. 2. CONTRACTOR. TO CO ORDINATE FINISH FLOOR ELEVATIONS WITH STRUCTURAL , ARCHITECTURAL AND M.E.P. PLANS. TRAFFIC AND RIGHT-OF-WAY NOTES: I. ALL R OAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR. TO COMMENCEMENT OF ANY WORK . 3. CONTRACTOR IS TO OBTAIN A R.O.W . PERMIT PRIOR TO PERFOR MING ANY WORK WITHIN THE CITY OF TYBEE ISLAND RIGHT-OF-WAY. 4. CHLORIN ATED DISINFECTED WATER SHALL N OT BE DIS CH ARGE! INTO THE ST ORMWATER SYSTE M. /1 N• ./ // �(,o / 7 r r a , A ` � / ' ///� ,N /yo A / /`, , fr w. TI • \ b/ Ppa \ .�7 \ }h «Ne al I` �\ // G __. `-Z_ O e5L • �—_--I (-_-,2 -1,!_'%____ __ _ _ I y8 \`\ \°`s\ . / . 3/ A °' t 62L ° / ,.� 0 ,° / 71-5' - — -I E 1,9 .0R0 \ s *FR1 d / `I a4 \ \ w J / ,B " G'',...e''''' w L / / .. y.N. 1 _ _ `` ` '� 0 o RP 9,7 Gravel Roo Bwuy Soloman Ave. — R/W Varies EX IS TIN G SIT E AND DEMOLITION PLAN NO TES: C ONTRACTO R IS TO COORDINATE ALL GAS L IGHTING. ELECTRICAL. 'HON E CABLE AND A NY OTHER REQUIRED UTL. TES WITH THE A PPROPRIATE STILTS A GENCIES 2. CO NTRA CTOR 5 RESPONSIBLE . `O R LOCATING A LL EXIS TING UTILITIES PRIOR 70 COMM ENCING OF CONSTRUCTION ACTIVITIES AND FOR A VO IDING COKP_•:�� WITH SAME. ANY DAMAGE TO EXISTING UTI0TIES SHA LL BE REPAIRED AT THE EXPENSE OF THE CONTRA CTO R. 3. CON TRACTOR IS TO COORDINA TE ALL DEM OLITION WO RK WITH THE OWN ER. ALL TEN'S NOT TO BE RELOCA TED OR GIVEN TO TH E O WNER WILL BECOME THE PR OPERTY OF THE CONTRA CTO R. 4. REMO VE ALL TREES AS NEC ESSA RY FOR PROPOSED CO NSTRU CTION. X TREES TO BE REMO VED N" OHL -- ONL -- OHL Grove l Roa dway SPECIAL" ' NOTES ; 1. C ONTRACTOR TO VERIFY FEMA ELENA -IONS PRIOR TO ANY CONS TRUCT OR AC TIV ITIES AND CO ORDINA TE' WITH G OVERNING AGENCY REG'U'REMENTS 2 CON TRA CTO R TO COORD INA TE FNISH =LOOK ELEV ATIONS ANNA STRUCNRAL, ARCHPEC-URAL AND M.E,F, PLANS. TRAFFIC AND RIGHT-OF-WAY NO ' ES ALL ROAD C LO SINGS. DE'O URS A ND ETC, ARE TO SE COORDINATED WITH "RE GIP ,' OF TYBEE S LANT, G EORGIA PERSO NNEL 2. ANY AND .0 L NECESSARY PERMITS MUST RE O BTAINED ATOM T -'E CITY OF TYBEE ISLAND PRIO R TO COMMENC EMENT CA AN' WO RK. 3. CO NTRAC TOR I5 TO OBTAIN A RO. W. PERMIT PRIOR TO PERFORMING ANY WORN WITHIN TIE CITY OF THREE ISLAND RIGHT . "-WAY 4. Ch_: ` ' NAT ED DISINFECTED WA TER STALL NOT BE DISCHARGED ' NTO THE STORMWA TER SYSTEM . sR LEGEND NEW EXISTING 1-1 — SD- - SS— —S S- - w— —w — • N ■ CI&F '` ' - ISLAND BUILDING & ZONING DEPARr APPROVAL ZONING BUILDING/CODIE WATER/SEWER DRAINAGE SOIL & SEDIMENT CLOTH IN PLACE SPECIAL AV ERAG E G RADE NOTES : THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE BUILDING HEIGHT IS TO BE OBTAINED FROM THE TYBEE ISLAND PLANNING AND ZO NING DEPARTM ENT. S PECIAL B UILDING SET BACK LINE NOTE S : I . THE BUILDING OUTLINE SHOWN ON THE PLANS 15 ASSUMING THE M OST OUTSIDE PART OF THE BUILDING. 2. THE MO ST OUTSIDE PART OF THE BUILDING INCLUDES ALL SIDI NG, SHUTTERS, GUTTERS, DOWNSPOUTS, DO WNSPUT BOOTS, TRIM W ORK OF ANY KIND OR TY PE OF COVERING OR AESTETIC PART OF THE BUILDING. 3. CONTRACTOR IS TO COORDINATE BUILDING WITH THE OWNER AND ARCHITEC T TO MAKE SURE THAT NO PART OF THE BUILDING, WITH THE EXCEPTIO N OF THE OVERHANG. PROTRUDES OUTSIDE OF THE BUILDING SET BACK LINE VERTICALLY FRO M THE GROUND LINE TO THE BOTT OM OF THE ROOF OVERHANG. GUTTER SYSTEM 5 TO BE INCLUDED AS P ART OF THE ALLOWED OVERHANG. 4. CONSULT THE TYBEE PLANNING AND Z ONING DEPA RT MENT FOR BUILDING SET B ACK LINE REQUIREMENTS IF A GUTTER SYSTEM IS UTILIZED AND FOR DOWNSPOUTS, D OWNSP OUT BOOTS, FIREPLACES, ELEVATOR SHAFTS, ROOF DECKS, STAIRS AND AC C OMPRESSORS. 5 C ONSULT THE TYBEE PLANNING AND Z ONING DEPARTMENT POE BUILDING SET BACK LINE REQUIREMENTS IF A SPREAD FOOTING 15 USED . C. CERTIFIC ATE OF OCCUPANCY WILL N OT BE GRANTED IF ANY PART OF THE BUILDING (INCLUDING SIDING, SHUTTERS, GUTTERS, DOWNSP OUTS, DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANY AESTECTIC WORK, ETC.) EXTENDS OVER THE BUILDING SET B ACK LINE WITHOUT A VA RI ANCE, I.E .4.13 TW 16.83 TP 14.65 FG 16 .1 'IS 16.10 TG 16.10 TC 18.10 SPECIAL AE AND VE ZONE N OTES BUIL DIN GS IN `AE' ZONES ARE TO H AVE THE ''N15HED `L OON SET A V NIMUM OF ABO VE FLOOD 2 BUILDINGS N 'SE ' ZONES ARE TO H AVE THE L OWEP HORIZONT AL STRUCTURAL M EMBE R SEA MINI MU M OF - 057 50 R OOD . 3. BU: RINGS N PE PAID SE ZONES ARE TO H AVE AL_ ELECTRICAL PWMVING , - VAC. DUCTW ORK AND OTHER E QUIPMENT TO DC A VI N: MUM OF ABOVE R OOD 4 FLOOD VE NTS VIZ RE QUIRED IN "AC Z ONES AND ARE "O HAVE I S QU ARE NCI . S QUARE PEST GE BOOR PLAN AREA WITH A MINIMU M R OUND OPE NING OF 3' . A M'N,M'LNI OF 2 OPENINGS WW1 ALL OPENINGS E VENL Y SPACED AROUND'ERBMETC' BOTTOM OF OPENING S HALT BE 12 ' OR LES S ABO VE A DJA CENT TR ADE 5 BREAK AW AY W ALLS ARE REQUIRE D IN 'VR' ZO NES G COORDIN ATE SRE N.OT, . AND PUSHED `L... ELEVATIONS TS ARCHITECTURAL PLANS TO MAKE . SURE BUILDING TARELEVATI ONS ARE 5ET AS PER CODE_ GE ORGI A D.O .f N OTES: ANN AND ALL WO RK ATTAI N AN Y GE OR GI A DAD T. RIGHT.OF=N AYS MUST SE APPROVED AND. P ERMITTED THROUGH T HE GE ORGI A' O.- —X — O G. V® W. V® W. M. DESCRIP110N BUILDING RESURFACE ASPHALT PAVEMENT ASPHALT PAVEMENT TYPE I ASPHALT PAVEMENT TYPE I I CONCRETE PAVEMENT CONCRETE SIDEW ALK STORM DRAIN UNE SANITARY SEWER LINE WATER LINE SANITARY SEWER MANHOLE GAS VALVE WATER VALVE WATER METER FIRE HYDRANT SIGN FLARED END SECTION SPOT ELEVATION CONTOUR 1.5.4 .13 INVERT ELEVATION CHAIN UNK FENCE DITCH INVERT PROPERTY UNE IRON PIN FOUND TOP OF WALK TOP OF PAVEMENT FINISHED GRADE TOP OF STONE TOP OF GUTTER TOP OF CURB P,TJO YN ITIATOeon: P. I 40020 0300' PR OJECT ADDRESS 73 SOLOMON AVENUE TIME " ST AND. GEORGI A 343 28 ZONIN G V.I SITE SIZE 0.28 ACRES E5'NATED DISTURBED ARE A : 0.17 ACRES -EN-EL OPER MIC HAELG AL-O VITCH 6 ROMERLv R OAD SAVANNAH GE ORGI A 314 P HONE 9I2 -5a7-8465 PESA MAP NOTE S ' IRIS DEVELOPMENT IS P' I FLOOD ZONE 'AE -5' ACCORDING TO F. .,RM ToMMUNIT Y PANEL NUMBE R 3051 CO2 30. MAP REVISED 6- • 518 ^.5',UNE C ONTR ACTOR 13 TO VERSRFEMA ELE NA,ONS P RI OR r. „T C ONSTRUCTION ACR VITFS Suney InrtvmaGon. Ctirv ey , DAr e of Sur vey D ILT, NAND 1588 SC ALE: I' = I C' 0' 20' 25 SPECIAL CONSTRUCTION N OTE: IF THE C ONTR ACT OR KNO WS OR CAN REASON ABALY BE EXPE CTED TO NAVE KNOW N OF AN ERR OR, DISCREPANCY OR CONFLI CT N 'NE PLANS SPECIFICATIONS OR CONSTRUCTION S TAKING AND F AILS '0 REPORT THE 'ROBLEM PRIOR TO CG` :PTR.:::-ION, RE SH ALL N OT BE ENTITLED TO COMPENS ATION FOR ANY W ORK OR EXPENSE INCURRED BY RIM F OR WORK REQUIRED TO BE RE -CONS TRUCT -9 BEC AUSE OF SAID ERR OR, DISCRE RANCY OR CONFLI CT. a 1; DATE : OATAAer 2B 8 CO FYI I- La W W WO U Q d>LE >0 J Q O Q W z 00O <= EL O Z W Z I N U Q wNLJ ZuR Z EXISTI NG SI TE A ND DEMOLITION PLAN LONTACT A P5Mn OF 72 KO S PRIOR TO OIGGO& UTILITIES PROTECTION CENTER 1-8013-282-7411 DRAWING NUM BER C-1 1 OF 6 SHEET S /I i N N N NN „fiee u WA i age / .- J/ gam 1 ----------- �l � aM' l s 9 250 G ,,9 Gra ve l 13,005Y Soloman Ave. PR OPOSED SIT E PLAN I = I O' GRAD E NN,a:xOOD . WALL RBADPn NS P.T. RETAIN IN G WALL DETAIL AD,ACE Nn snE A LTERNATE- LANDS CAPE RETAINING WAL L DE TAIL NOT 2CP Q ADJAC ENT P TV I I �� �� I� Ib� I II— E111— � 111-=1"-- Varie s F —j' Gravel RUodwoy R OOF PLAN O HL — OHL OWL — SPECIAL AE A ND VP ZO NE NOTES BUILDING S 'N ZO NES ARE TO HAV E -E FINISHED FLOO R SOT A MINIMUM Of • ABOVE FLOOD. 2 .' : DINGS IN 'VP ZONES ARE -0 N AVE THE LOWEST :HORIZONTAL STRUC TURA LMEMBERSET A MINIMUM OF I ABOV E FLO OD 3. BUILDINGS IN AF AND NE ZO NES A RE 'C HAV E ALL BOGIE -IC AL. PLAMB ING. AC, DUCTWORK A ND OTP ER EQUIP MENT TO BE A MINIMUM OF • ABO VE P -OD A. P UCT VENTS ARE REQUIRES 'N ' NE ZONES AND ARE TO HAV E I SQUA RE 'NCH 150LA RE FOO T OF FLO OR FLAN AR EA WnTH A MINIMUM ROu ND OPENING Of 3'. A MINIMUM OF 2 OPENINGS MIT A LL OPENINGS EVENI SPAC ED AROUND PERIM ETER BOTTOM OF OPENING 51IA LL BE ' 2' OR 2E55 ABOV E 20 11.. _04' GRADE S. B REAK . AWN, WA LLS A RE REQUIRED IN P ZONES G. COORD INATE SITE WORK AND 5 N1H ED FLOOR ELEVATIO NS WITH A RCH ITECTURAL PLANS TO MA KE SURE 'BUILDING ELEVAT'CA.S ARE SET AS PER. .,ODE SpocM Pre -Construction N ote Co ntrac to r to wiry all es¢ffig and proposed s tru cture Vocatio ns (t haha ge, son itoy. etc-). tops .ALd depths prior to e rde nng mato,tde or beginn ing c onstruc tion. GRATE INLET DETAIL HEAVY DUTY FRAME MTH GRATE' CLEAR OPENING = 22 3/4" ,WT. = 2955 NsI. AII pR P.J.. (CRCULAR) R NEENAH #R -3403—F (RECTANGULAR) OR EQUIVALENT. 54 OUNBARSD OP© ENIN" NGO.G. (2"CLEAR) AR PRECAST CONCRETE, OR 8" BRICK W/ 1/2" 1:2 MORTAR ON OUTSIDE FOUNDATIO N SLAB (CONC. ONLY) SWALE 'A' DETAIL mite* S bALE'B' DETAIL TRAFF IC AND RIG HT-OF-WAY N OTES: I ALL ROA D CLOSINGS, DETOURS AND ETC. AR E TO BE COO RDINATED WITH THE CITY OF TYBEE ISLAND, GEOR GIA PERSONNEL. 2. ANY AND ALL NECESSAR Y PERMIT S MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COM MENCE MENT OF AN Y WORK WITHIN RIGHT-OF-W AY. SPECIAL BUILDING SET B ACK LIN E NOTES : 1. THE BUILDING O UTLINE SHOWN ON THE PLANS IS ASSUMING THE MOST OUTSIDE PART OF THE BUILDING. 2. THE MO ST O UTSID E PART OF THE BUILDING INCLUDES ALL SIDING, SHUTTERS, GUTTERS, DOWNSPOUTS, DOWNSPUT BO OTS, TRIM WORK OF ANY KIND OR TYPE OF CO VERING OR AESTETIC PART OF THE BUILDING . 3. CONTRAC TOR 15 TO COORDINATE BUILDING WITH THE OWNER AND ARCHITECT TO MAKE SURE THAT NO PART OF THE BUILDING, WITH THE EXCEPTION OF THE OVERHANG, PROTRUDES OUTSIDE OF THE BUILDIN G SET BA CK LINE VERTICALLY FROM THE GR OUND LINE TO THE BOTT OM OF THE ROO F OVERHANG. GUTTER S YSTE M 15 TO BE IN CLUDED AS P ART OF THE ALLOWED OV ERHANG. 4 CO NSULT THE TYBEE PLANNING AND ZONING DEP ARTMENT FOR BUILDING SET BACK LINE REQUIREMENTS IF A GUTTER SYSTEM 15 UTILIZED AND F OR DOWNSPOUTS, DOWNSP OUT BO OTS , FIREPLACES, ELEVAT OR SHAFTS, ROOF DECKS, STAIRS AND AC C OMPRESSORS S CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING SET BACK LINE RE QUIRE MENTS IF A SPREAD FOOTING 15 USED. e. CERTIFICATE OF OCCUPAN CY WILL NOT BE GRANTED IF ANY PART OF THE BUILDING (INCLUDING SIDING, SHUTTERS, GUTTERS , DOWNSPOUTS, D OWNSP OUT B OOTS, TRIM, WATER TABLE OR ANY AESTECTIC WORK, ETC.) EXTEND S OVER THE BUILDING SET BACK UNE WITHOUT A V ARIANCE. GENERAL DRAINAGE N OTES: . 'HE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING COND NIONS WHICH CAN NOT BE FORSEEN TO ALL OW FOR PROPER DRAINAGE. 2 O UTFALL `OR T HE PR OJE CT WIL L BE DICTATED BY EXISTING CONDITIONS WITHIN "":E CITY OF TYBEE EXP STIN G DRAINAGE SYSTEM AND EASEMENTS LEGEND ITE M EXISTING FEMA MAP NOTES I . THIS DEVELOPMENT IS WITHIN FL OOD ZONE AE -D " ACCORDING TO FIRM. C OMMUNIT Y PANEL NUMBER 1305 I CO2 13G. MAP REVISED 8- 16- 18 (88 DATUM) 2. C ONTRACTOR IS TO VERIFY FEM A ELEVATIONS PRI OR TO ANY CONSTRU CTION A CTIVITIES. SPECIAL A VERAGE GRADE NOTE S : I . THE AVERA GE GRADE TO BE USED AS A BASE ELEVATI ON TO SET THE BUILDING HEIGHT 15 TO BE OBTAINED FROM THE TYBEE ISL AND PL ANNING AND ZONING DEPARTMENT. GENERAL BUILDING INFORMATIO N NOTES I. PR OP OSED B UILDIN G FINISHED FLOO R ELE VATI ONS ARE TO BE SET AS PER FEMA FLO OD STUDY MAPS AND AS PER THE CIT Y OF TYBEE ISLAND, GE ORGIA ORDIN ANCES 2. PR OPOSED BUILDIN GS ARE TO BE SUPPORTED ON PIERS OR F OUND.ATiONS WHICH WILL SATISFY FEMA ELEVATI ON AND FEMA Z ONE REQUIRE MENTS AS WELL AS TYBEE ISLAND RE QUIRE MENTS . PROPOSED TOPO CONTOURS DRAINAGE FLO W ARROWS TOP OF PARKING SLAB FG 12 .3 —12— TPS 12.30 EASEMENT 'VOTER I. T HE OW NE R, ENGINEER AND SURYE/TM ARE TO COORDINATE ALL EASE MENTS PRIOR TO FINAL PLAT A PPR OVAL AND RECORDING. 2 ALL DRAINAGE EASE MENTS TO GE PRI VATELY MA INTAINED. N OTES: I. CONTRACTOR IS TO C OORDINATE ALL GAS, LIGHTING, ELE CTRICAL PH ONE , CABLE AND AN Y OTHER REQUIR ED LITIUTIES WITH THE APPR OPRIATE UTILIT Y AGENCIES 2. C ONTRACTOR IS RESPON SIBLE FOR LOCAT'AG ALL EXISTING UTILT'IE S P RIOR TO CO MMENCIN G OF CON STRU CTI ON ACTIVITIES AND FOR AV OIDING C ONFLI CT WITH SA ME . A NY DA MAGE TO EX -STIN G UTILITIES S HALL BE REPAIRED AT THE EXPENSE OF THE C ONTRACTOR. 3. C ONTRACTOR IS TO C OORDIN ATE ALL DEM OLITION W ORK WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BEC OME THE PR OPE RTY OF THE CONTR ACT OR. 4. REMOVE ALL UNDERGR OUN D UTILITIES NOT TO BE UTILIZED. DO NOT ABANDON UTILITIES IN PLACE 5. REMOVE ALL TREES AS NECESSARY FOR PR OPOSED CON STR UCTI ON G. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE, X TREE S TO BE REM OVED SPECI AL CONSTRUCTION NOTE . IF THE CO NTR ACTOR KNOWS. OR CAN REASONABL( BE EXPECTED TO HAVE KN OWN OF AN ERR OR . DISCREPANC Y OR CONFLICT IN THE PLAN S. SPECIFICATI ONS OR CONSTRUCTI ON STAKING AND FAILS TO REPORT THE PR OBLEM PRIOR TO C ONS TRUCTION, HE SH ALL NOT BE ENTITLED TO COMPENS ATION F CR ANY W ORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE -CONSTRUCTED BEC AUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. Surv ey I"Ic n0N on Survey SUNDIAL SURVEYING Dare oT _r JUNE, 2020 Datum N A. '388 SCALE 0' 3 S F N '1 W IA Z 70 Ua W W Q F d>U O >O a zD�-iB DO JO 3Z z I - a I- N 0 W N 0 0 LORIACT A 1911111 IT 72 MRS PRIER TO 01G6TRG UTILITIES PROTECTIEN T £NIER -BO-2 32-,461 DR AWIN G NUM BER C-2 2 OF 6 SHEET S Sr°B es N\ ` Gra vel Roadw ay z' QD / v M' ' / Solo man Ave. — R/W Varies SOIL EROS ION A ND S ED IMEN T CONTROL PLAN - PH ASE I Roa dway ,,m OHL - OHL -- OHL - WETLANDS NOT E ALL NE - RANDS ARE UNDE R JURISDICTION OF THE CORP S OF ENG NEERS AND/OR STATE OF GEOR GIA DEPART MENT OF NATU RAL RESOURC ES LOT OWNERS AND THE DEVELOPER ARE SUB,.ECT TO PE NALTY BY LAW FOR DISTUR BANC E TO THESE P ROTECTED AREAS WITHOUT PROPER PER MIT APPUCATIONS AND APPROVAL . FEM A M AP NO`E 5 1 . THIS DEVELOPMENT IS WITHIN FLOOD ZONE AE -S ACCORDING TO F.I .R. M. C OM MUNITY P ANEL NUMBER '305 I CO21 3G. MAP REVISED 8- 16- , 8 (88 DATUM). 2. C ONTRA CTOR i5 TO SERIF" FEMA ELEVATI ONS PRIO R TO ANY CONST RUCTI ON ACTIVITIES. BMP REM OVAL NOTE 1. RETROFITS, PERIMETER SILT FE NCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCUREO. LE VEL II CE RTIFICATIO N NO. 2104 I SSUED 11-5-05 EXPIR ES 11-5-20 SOIL E ROSION LEGE ND N001 SENSITIVE TYPE seaman BARRE R SENSMVE TYPE SE S ff WARIER TEMPORARY HAY BALES CONSTRUCTION M OT MULCHING DISTURBED AREN MTH aR nDN DISR RMED FIFA STAA.g A1loN MTN PaWVMMT X10 DIMMED AREA STARER /UM MN SODO01G CHECK DAY STORY DRANAG E DURST PRDTECTW INE T swarm TR AP SEDIMENT TRAP GEG IEGILE CWNNLL STAA.D 'AT10N VEO RTA TAkI RO CK RP -RAP LEVEL SP RE ADER RETROFIT SORT CONTROL FLOATING G SURFACE SU MMER STREAM BUI-I•b,N ENCROACHMENT NOTES : 1. NE W STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON—EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUhtt:K AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. Er osi on and S ediment Co ntrol Ph asing Initial Phase (Phase I) 1. This ph ase shall includ e Silt f encing and constru ction e xits a nd s ediment and dete ntio n p onds to be i nstalled pri or to an_ land disturbing activities to pr event s ediment fr om lea ving the sit e. Intermediate Ph ase (Ph ase II) 1. This ph ase sh all include constr uctio n of any outlet structures, retrofits, check dams, inl ets prot ection and t emp or ary gr assi ng . Fi nal Phase (Ph ase Ill) 1. This phase shall include outfall protection, any revised i nlet prot ecti on and any other p erman ent d evices. SPECIAL CON STRUCTION NOTE: IF T HE CONTRACTO R K NOWS OR CA N REASONA BLY BE EXPECTED TO HAVE KNOW N OF AN ER ROR, DISCRE PANC Y OR CONFLI CT IN THE PLANS , SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO C ONSTRUCTION , HE S HALL NOT BE ENTITLED TO COMPENSATION FOR A NY IMAP K OR EXPE NSE I NCURRED BY HIM FOR W ORK REQUIRED TO BE RE -C ONSTRUCTED BECAUSE OF SAID ERROR DISCREPANCY OR OONFU OT. SCALE: I ° = 10' 0 I 20 25' U > 3 0� CS v' z ;1¢38`784 zom Wzo°i@J ¢moo W E=CIO 0 0 OI aCI r -- SOIL ER OSION AND SE DIME NT CO NTROL PL AN - PHASE I CONTACT A MOWN T " TAWS PRIOR TO OIE'I:C UTILITIES PROTECT. ::` ,1 CENTER 1-900-282-TAil DRAWING NUMBER C-3 3 OF 6 S HEETS SOIL ER OSION LEGEND ;R6 J e 9 FE 2'I°jo / Grave l Roadway = 10 • Solo man Ave . — R/W Varie s SOIL ER OSION AND SED IMEN T CON TROL PLAN - PHASE II O `. ,pf o 417' Roadwa y OHL - OHL - OHL - G YYMA MAT NOTES ' 115 DEVELOPMENT 15 WITFIIN FLOOD ZO NE AE -5" ACCORDING TO F.I.R. M. CO MMUNITY PA NEL NUMBER 30 5 0021 30 , MAP REVISED 5- , 6- G. (58 DATUM). 2. CONTRA CTOR 5 TO VERITY PUMA ELEVAT'ONS ?RION TO ANY CONSTRUCTIO N AC TIVITIES, NON SENSaN E TYPE SEDIE NT BARBER SENSITIVE TYPE SUM MIT BAR RER TEM PORARY MAY BALES CONSTRUCTION EXIT MULCHING DISTAISED AREA SA IN DATION NTH TE,NRARY =M G a6RJ1EE D AREA SUMMATION VIP PERLN NTn S>EIONM MAIMED AREA STABERATION W ITH SODOM CHECK DAM SPORE DRAINAGE OUTLET PROTECTION BBE r SEDIA NT TRAP SEIN EN!' TRAP CHANNEL ABUZIO N AEQATAIEDIAT ROM ROI,CONCRETERAP LEVEL SPREADER RETROFIT DUST CONTROL FLOATING SURFACE SKIMMER STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON—EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. WETLAND S NOTE ALL WETL AND S AR E UNDER JURISDICTION OF THE CORPS OF ENGI NEER S A ND/O R STATE OF GEOR GE DEPART MENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER A RE SUBJECT TO PENALTY BY LA W FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPUCATTONS A ND APPROVAL SPECIAL CONSTRUCTION NOTE IF THE CONT RACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAV E KNOW OF AN ERROR . DISCREPANCY CR CONFLICT IN DIE PUNS SPECIFICATIONS OR CON STRUCTIO N STAKING A ND FAIL S TO RE PORT THE PROBLEM PRI OR TO CONSTRUCTION, HE SHALL NOT BE ENURE D TO CO MPENS ATIO N FOR A NY KW OR EXPENSE I NCURRED BY HIM FOR WORK REQ UIRED TO BE RE -CONSTRUCTED BECAUSE OF SAI D E RROR , DISCREP ANC Y OR CONFLICT. Erosion a nd Sediment C ontr ol Ph asing Initial Ph as e (Ph as e I) 1. This ph ase shall incl ude Silt fe nci ng a nd constru ctio n exits a nd sediment and detention po nds to be inst alled prior to an l and di st urbing activities to prevent sedim ent from leaving th e site . Intermediate Ph ase (Pha se II) 1. This ph ase shall i ncl ud e c onstru ction of any outl et structure s, retrofits, check d ams, i nl et s prot ectio n and t empo ra ry grassing. Final Pha se (Phas e Ill) 1. Thi s ph ase shall i ncl ude outfall prote ction, a ny revi sed inl et prote cti on a nd any oth er p erman ent devi ce s. BMP REMOVAL NOTE 1. RETROFITS, PERIMETER S AT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. LEVEL II CERTIFICA TION NO. 210 4 I SSUED 1 1-5-0 5 EXPIRES 11-5-20 5CA. E: 1" = 10' 0 a 25 C U L m uo >a_ 3 n W UurCi5P' Z 'z° C7 ��zo -Szz PT -4 V6Vg2 Q v d> o W CD O41113-1 S OIL EROSION AND SE DIMENT CONTROL PL AN - PH ASE II CONTACT A UBUNN S 72 HERS PRIOR TO OIGG7IG UTILITIES PROTEEC'CIA TITER 1 -808 -282 -' ,II DRAWIN G NUMBE R C-4 4 OF 6 SHEETS ae 5— l ,s Gra ve ! Roa dway tp570 W pN Soloman Ave. — R/W Varies SOIL ER OSION AND SED IMENT CONTROL PLAN - PH AS E III I'= 10 KF 00. ,09 Roadwa y P OHL _ OHL — OHL — ee — Ga hm nAD SPEaAL G:NSRRUCDON NOTE IF THE CONTR ACTOR KNOWS OR CAN REASONA BLY BE ENPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN DE PLANS SPECIFIC ATIONS OR CONSXRUCDON STAKING AND FAILS TO REPORT TH E PROBLEM PR IOR TO CON SIRU CIICH. HE SH ALL NOT BE ENTITLED TO COM PENSATION FOR ANY NOOK OR EXPENSE INCUR RED BY H IM FOR WORD REWIRED TO BE RE -CONSTRUCTED BECAUSE OF SAID ERROR. DISCREPANCY OR CONFECT. FEMA MA P NOTES : I T I11S DEVELOPMENT 15 M7 'TIN FLOO D ZONE "AE -5 " ACCO RDING TO F.I.R.M. COMMUNITY PANEL NUM BER 13O5 I CO2 13G. MAP REVISED 8-1G- 18 (88 DATUM) 2. C ONTRA CTOR IS TO V ERIFY FEMA ELEVATIONS PRIO R TO ANY CONSTRUC TION A CTIVITIES. WETLANDS NOT E: ALL NERANDS AR E U ND ER J URISDICTIO N OF THE CORPS OF E NGINEER S AND/O R STATE OF CEORPA DEPART MENT OF NATURAL RESOURCES . LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PE NALTY BY LAW FO R DISTURBANCE TO THESE PR OTECTED AREAS WITHOUT PROPER PERMIT APPUCATIONS AND APPROVAL. SOIL EROSION LEGE ND NON SES AME PIPE semen BARRIER SID ISITIVE TYPE SEDIMENT BARRER TEMPORARY N AY BILS CONSTRUCTION DDT MUMS INST RED AREA STFi17A PpN DETU RBED OM STABILIZATION EIN IMMINENT SEEDING DISTURB ED AREA STABILIZATION SIN SODDING CHECK DAM STORM OPALU GE OUTLET PRO TECTION REST SEDIMENT TRAP SEDIMENT TRAP G EOTE MLE CO ME. 'MTABp. RAION EMEATEN ACE DRIP-RAP CONCRETE WEL SPREADE R RETROFPT DUST CONTROL FLU ME SURFACE SLABBE R 1211 CD CD Du CD STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON—EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. Erosi on and Sediment Co ntrol Phasing Initial Pha se (Phase I) 1. This ph as e shall include Silt fe nci ng and c onstruction exits and s ediment and detentio n po nds to be in st alled prior to an land disturbi ng activities to prev ent s edime nt fr om lea ving the site. I ntermediate Phase (Ph ase II) 1. This phas e shall in clude co nstr uction of any outl et str uctures, retrofits, check dams , inl ets pr ot ecti on and temp orary gr assing . Fin al Ph ase (Ph ase III) 1. This phase shall include outfall pr ote ction, any revi sed inlet pr ot ectio n and any other permane nt d evic es. BMP REMOVAL NOTE : 1. RETROFIT S PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED . LE VEL II CERTIFICATIO N NO. 210 4 ISSUED 11-5-05 E XPI RES 11-5-20 S CALE: I' = 10 11 IO ' 2 C' .-5 A SOIL EROSION A ND S EDIMENT CONTROL PLAN • P HASE III 001100 A 701(771 IF 72 RIBS PRIOR TO 0(060Ti UTILITIES POrOT:.v TENTED I-860-282-7411 DRAWING NUMBER C-5 5 OF 6 SH EET S SOIL EROSION & SE MENTATION CONTROL NOTES 1. NAA VE : THE EXISTING s IS V 7 AND E GROUND IS GEN ERALLY FLA T NTH SLOPES BETWEEN 0 PERCENT AND 2 PERCENT W YK FEW TREES. THE PROPOSED PRO,LCT WALL BE THE CONSTRUCTION OFF A NEW RESIDEN TIAL STRUCTURE. NE TOTAL SITE IS APPROXIMATEL Y 0.28 ACRES ACRES WITH NE ESTMATED DISTURBED AREA TO BE 0. 17 ACRES ACRES. 2. DEVELOPER / CONTRACTOR : MIC HAEL GALLOVICH 8 ROMERLY ROAD SAVANNAH, GEORGIA 31411 3. 24 HOUR CONTACT : MICHAEL GALLOVICH 912-547-8465 4. ALL EROSION AND SEDIMENT CON TROL MEASURES SHALL BE IN CONFORMANCE WITH THE CURRENT STATE SOIL AND W ATER CONSERVATOR COMM ITTEE OF GEORGIA 'MANUAL FOR EROSION CONTROL IN GEORGIA. 5. PRIOR TO ANY OTHER CONSTRUCTION, STABILIZED CONSTRUCTION DOTS SHALL BE CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE AU - ENTRANCES TO THE STE WHICH ARE NOT PROTECTED SHALL BE BARRICADED. 6. IMMEDIATELY AFTER NE ESTABLISHMENT OF CONSTRUCTION EXITS, ALL PERIMETER ER OSION CONTROL DEVICES AND STORM W ATER MANAGEMENT DEVICES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. 7. ADDITI ONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. THE LOCA TION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTOR ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PAT TERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CONTROWNG EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY 8. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 9. NE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY REASON. SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I 10. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RA INFALLS. 11. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED WITH SEDIMENT. 12. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS ESTABLISHED AND THEN REMOVED SO THAT DRA INAGE FROM THE SITE IS NOT IMPAIRED. 14. STORM WATER DETEN TION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER PERMANENT GROUND COVER HAS BEEN ESTABLISHED. 15. ANY DISTURBED AREA LEFT EXPO SED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING. 16. ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABILIZED BY ANY OTHER MEASURES SHALL BE SE EDED AS SPECIFIED IN 'PERMANENT SEEDING'. 17. VEGETATIVE METHODS: A VEGETATIVE COVER SHALL BE ESTABLISHED AND MAINTAINED OVER ALL FINAL GRADING AND OTHER DISTURBED AREAS OF THE SITE SEE COASTAL PLAIN VEGETATIVE COVERS FOR AN OUTLINE OF THE ESTABLISHMENT OF VEGETATIVE COVERS. WEEKLY INSPECTOR OF THE GRASS COVER SHALL BE PERFORMED TO IDENTIFY AREAS REQUIRING RE-ESTABLISHMENT OF GRASS. LIME RATE 1 TO 2 TONS PER ACRE FERTIUZER: 1500 POUNDS OF 6-12-12 PER ACRE 18. MULCH: MULCH SHALL BE UNCHOPPED, UNROTIED, SMALL GRAIN DRY STRAW APPLIED AT A RATE OF 2 TONS PER ACRE. MULCH MATERIAL SHALL BE RELATIVELY FREE FROM ALL KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS W EEDS W HICH ARE AS FOLLOWS : CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS. SPREAD MULCH MECHANICALLY OR UNIFORMLY BY HAND. M ULCH ANCHORING SHALL BE ACCOMPLISHED IMMEDPLACEMENTPIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY WIND OR W ATER. THIS MAY BE DONE BY PEG AND TWINE METHOD. MULCH ANCHORING TOOL. NETTING OR LIQUID MULCH BINDERS. 19. SOIL TYPE THE SOILS IN THIS AREA HAVE BEEN CLASSIFIED BY NE SOIL CONSERVATION SERVICE AS BEING Cue (ChIple y-Urban Complex). 20. THIS DEVELOPMENT IS WITHIN FLOOD ZONE 'AE -9- ACCORDING TO F.LR.M. COMMUNITY PANEL NUMBER 13051CO213G, M AP REVISED 6-16-2018. 21. THIS SITE IS IN ZONE 'AE -9' AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE. SPECIAL NOTES: 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENIEDED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 2. THE INSTALLATION OF EROSION CONTROL M EASURES AND PRACTICES SHALL BE INSTA LLED PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF 1HE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 4. CITY OF TYBEE ISLAND PERSONNEL SHALL HAVE THE RIGHT TO INSPECT STORMW ATER FACILITIES AT ALL TIMES. 5. STATE WATERS DO EXIST WITHIN 200 FEET OF THE PROPERTY. 6. FRESH WATER WETLANDS DO NOT EXIST ON THIS PROPERTY. 7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS VISITED THE SITE PRIOR TO DESIGN OF THE E & SC PLANS. 8. THE RECEIVING WATERS FOR THIS PROJECT IS THE ADJACENT TYBEE ISLAND DRAINAGE SYSTEM, SALTWATER MARSH AND ULTIMATELY THE ATLANTIC OCEAN. 9. ANY DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABALIZED WITH TEMPORARY SEEDING. 10. AMENDMENTS OR REVISIONS TO THE ES & PC PLAN WHICH HAVE A HYDRAUUC EFFECT ON THE PROJECT MUST BE APPROVED BY THE DESIGN ENGINEER. CLEARING NOTES: 1. ALL ELEVATIONS ARE BASED ON NOD 88 DATUM. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVERTING ALL CONFLICTS W ITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REP AIRED AT THE EXPENSE OF THE CONTRA CTOR. 3. ALL WORK SHALL BE IN COMPUANCE W ITH THE STATE SOIL AND W ATER CONSERVATION COMMITTEE'S 'MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA. ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS AND S HALL BE REMOVED BY NE CONTRACTOR UPON ACCEP TANCE OF THE SITE BY THE OWNER. SEE LAND DISTURBING PLAN. 4. ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN. 5. EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLES MUST TRAVERSE CONSTRUCTION EXITS TO REMOVE MUD FROM TRES BEFORE ENTERING ANY PAVED PUBLIC HIGHW AY. 6. BALES OF HA Y, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS TO PREVENT SEDIMENT FROM ENTER ING NEW PIPE OR DRAINAGE W AYS DURING CONSTRUCTION. THESE MEASURES ARE TEMPORARY. 7. THE SITE CONTRACTOR SHALL BE RESPONSI BLE FOR PROVIDING POSRIVE DRAINAGE OF ALL AREAS WITHIN THE PROJECT SITE INCLU DING RIGHTS -OF -WAYS, EASEMENTS AND LOTS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING TO MEET THE FINISHED PLAN GRADES AND ELIMINATE ANY AND ALL AREAS WHICH ARE LOW AND DO NOT DRAIN. NE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. 8. THE CONTRACTOR WILL NOT BEGIN CLEA RING OR ANY CONSTRUCTION ACTIVITY UNTIL THE APPROPRIATE PERMITS HAVE BEEN ISSUED. 9. IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER TO REMOVE THEM . 10. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO A VOID DAMAGE TO TREES AND ROOT SYSTEMS WHILE WORKING W ITHIN TREE PROTECTION BARRICADES. THE CONTRACTOR SHALL NOT WORK WITHIN TREE PROTECTION BARRICADES W ITHOUT A REPRESENTATIVE FROM THE OWNER OR ENGINEER PRESENT. 11. PRUNING OF TREE LIMBS. BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE PROTECTOR BARRICADES S HALL BE DONE IN CONFORMANCE W ITH SPECIFICATIONS AND RECOMMENDATIONS OF THE NATIONAL ARBORIST ASSOCIATION' (N. A.A. ) IN 'PRUNIN G STANDARDS FOR SHADE TREES'. ANY VARIATION FROM THE RECOMMENDATION OF THE N. A.A. SHALL BE APPROVED BY NE OWNER IN WR ITING PRIOR TO ANY PRUNING. 12. UNITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS 'LIMITS OF DISTURBANCE. 13. ALL DISTURBED AREAS FR OM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED. MULCHED. FERTUZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN ' EROSION CONTROL GRASSING'. 14. DRAINAGE: ALL EXCAVATION S HALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY AND EFFECTIVELY DRAINED. SURFACE WATER. GROUNDW ATER, OR ANY PERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER. TENTATIVE ACTIV ITY SCHEDULE 2020 NOV 2021 FEB OCT DEC JAN MAR INSTALLATION OF SEDIMENT CONTROLS AND TREE PROIECDgN BA RRICA DES SITE GRADING GRIUIY INSTALLATION 0 nPPLJCABLF BUILDING CONSTRUCTION PERM ANENT GRASS ING PAVIN G AP.P.L.TCABLIT MAINTENAN CE OF SEDIMEN T CONTROL REMOVAL OF SEDIMENT CONTROL SITE DATA TOTAL ACREA GE.. ._.-.-_ 0. 28 ACRES ESTIM ATED DISTURBED ACREAGE_. 0. 17 ACRES S.C.S. SOL SURVEY FROM MIEN SONS COA STAL PLA IN VEGETATIVE CO VERS MONTHP TING TEMPORARY GRASS RATE PPLAO NIINGF PERMA NENT GRASS RATE JANUARY- M AR CH ANNUAL LESPEDEZAJUNE ID LW./Ac MARCH- CCOMM ONEBERD OR 10 Lbe./Ae 10 MARCH- JUNE COMM ON BERMUDA (HULLED) 10 Lbs. /Ac MARCH- JUNE CEN TIPEDE SOD OR COMMON BERM UDA (H ULLED) 10 Lba. /Ac APRIL- AUGUST BROWN TOP MILLET 40 Lbe-/Ae AUGUST COMMONBERM UDA (HULLED) OR CENTIPEDE SOD 10 Lba. /Ae 10 Lbe./Ae SEPTEMBER- FEBRUARY RYEGR ASS 40 Lb x./Ac SEPTEMBER- FEBRUARY COMMON BERMUDA (UNHULLED) OR CENTIPEDE SOD 10 Lbs ./Ac 1/2 Bu ./Ac F Pw1Y GFD IEIRE UNOERlE R N3AR-2 (1. 6'-.2.57 C OARSE A06REWE TEMPORARY CONSTRUCTION EXIT N.T.S. CU LEVEL II CERTIFICA TION NO. 2104 ISSUE D 11-5-0 5 EXPIRES 11-5-20 SILT FENCE - TYPE NON -SENSITIVE FRONT VIEW tEL Dl NOW R AIL r. 20 e5 9. R{ TOMMI . OBOW1A1gl( * 00 P 00411@I 70010% P_or rFmrt GT 6 f0 8E 242r. 're . - sala ts r.-SM& r,O a011 e s211kB. alh Spar s 641.1 Table 6-21.2 Pmt Sim Type Met Length Type of Post S¢e or Pmt 3'aa or 224 S oft wo od 1.5 rl 5. NS 4' oak S 1312,. n os Ste el 1.32 2/12 mm S oar 202 2' Fora Omezt errpranceBE eapan mat • serf..te en. mmomartev os* have a Pm orWMnttat oastor rnom0eoTe P-4,24 no T. 0100CC.F arr�e .as sped- ll ures a. 0000200. F ar sspr ared urm www oaaa , approv ed pmm ds olo � .Ott T able b-27.1 Cr0erafoe Sed*o,sd Barrier L and mope Per ce nt 42 2 to 56,10 10.20 >20. las er mr Sane Lenyt n Ab ov e Fence Fe el 100 50 25 15 gin aria s wherert e Safe O, sorer ba n 20 %, a fia nc ee l ength of 10 Sea rw.ws us me or ,bad to tie Wv ner o no,. be pa+i0* . Table 6-27 2 Fast eners lot Wood Pmt s Stage Crown Legs St op./ Steger limn wide 12' lag S utto n Head s S m. Gunge 14 mi n L ngtO Nair Pmt 114' 4 men. Note, Fa ts FaH. way also Se amNted to eta Po nt 5y erne. shoes, am po ckets or 0% oth er m e9A5550 d mimlmu m P4sc or. as reaue aa bj B41ec . i sm er FASTENERS FOR SILT FENCES OVER_AP AT FABRI C E NOS wawa o aHoU 11 410 real .1 O U U C/1 NOTES A ND DETAILS :017AG7 A 116'@ 101 2072 51.T PROP TO GIGGING UTILITIES RROtEC'i0 . (ESTER 1-800-202-'ra DRAWI NG N UMBE R C-6 6 OF 6 SHEETS