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HomeMy Public PortalAbout06-0213 GanemCITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 08/03/07 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 #: 060213 PROPOSED USE: NEW RESIDENTIAL BLDG - SF OCCUPANCY TYPE: P CONTACT NAME JOHN P. GANEM CONTACT ADDRESS PO BOX 2163 CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 -2163 PROPERTY ADDRESS 1303 JONES AVE APPROVED BY: 4A P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org 0 Dianne Otto From: Sent: To: Dianne Otto Wednesday, April 11, 2007 4:56 PM 'davisenginc @bellsouth.net'; Joe Wilson Subject: final approval Downer and Joe: Final drainage approval is needed from both of you for 1303 Jones Avenue. I have a compliance letter in the file from Jan Sherwood, P.E. Downer, your reference number is 2060310. Thank you, Dianne K. Otto Administrative Assistant Building & Zoning dotto @cityoftybee.org Phone: (912) 786 -4573 ext. 114 Fax: (912) 786 -9539 ro yz- --c a r c 0 Li e-C1 04/11/2007 Page 1 of 1 AES 135 Canal Street, Suite 300 -B, Pooler Georgia 31322 REcEWED firp, October 5, 2006 Ms. Dianne Otto Zoning Office City of Tybee Island PO Box 2749 Tybee Island, Georgia 31328 RE: Stormwater Drainage Plan; 1303 Jones Avenue Dear Ms. Otto, On October 3, 2006, I inspected the grading at 1303 Jones Avenue to check for compliance to the grading plan submitted to the city for the project. Grades and drainage patterns were verified as per the plan. We find the project in compliance with the grading plan and recommend that the City of Tybee Island accept the project as constructed. Please call me at 667 4055 if you have any questions. Respectfully Submitted, AE Savannah, LLC an Paul Sherwood, P.E. Project Manager a PPrm it „ '14 t II 41-* . itre CMy Tybee 103 Buller Aveltoe, PA-% Box 2749 Tybee Phcort: (912) /86-45-13 exteusion 11.4 FaA: (912) 786-95720.71 rr- (1, Q V 1.--■ 351i-1343 7we a . L1E 1eid (--) Figio,itect Gen Ca. ntra-c. iT4.? r Subcory.tracir tact r o rt TypE ot -ff ;1547 f.-21_11i1 _ Voti 74. / A) % • /A 4."-- L.) (1 • - I ,t I • 4/ L) - /". - 1 J 0 Q.) 2(x)c? LE. Pin e e r fil :114; 4,-.(•••• 1.-477 hair ,A,qe ,o7 /0„, A/ (71,471-t `S, fik) e U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency, .1 L4 4, rtpntant: Read the instructions on pages 1 -8. National Flood Insurance -''"'%'r"� r `V VW- •, J ELEVATION CERTIFICATE A-0 fL ECTION A - PROPERTY INFORMATION OMB No. 1660 -0008 Expires February 28, 2009 For Insurance Company Use: Al. Building Owner's Name JOHN GANEM Policy Number A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1303 JONES STREET Company NAIC Number City TYBEE ISLAND State GEORGIA ZIP Code 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 122, WARD 4 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, A5. Latitude /Longitude: Lat. N 31 -59-49 Long. W 080 -50 -59 A6. Attach at least 2 photographs of the building if the Certificate is being A7. Building Diagram Number 5 A8. For a building with a crawl space or enclosure(s), provide: a) Square footage of crawl space or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in etc.) RESIDENTIAL Horizontal Datum: ❑ NAD 1927 ® NAD 1983 used to obtain flood insurance. A9. For a building with an attached garage, provide: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/A c) Total neT area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number TYBEE ISLAND 135164 0001 -0002 B2. County Name CHATHAM B3. State GEORGIA B4. Map /Panel Number 135164 0002 B5. Suffix C B6. FIRM Index Date 06/17/1986 B7. FIRM Panel Effective /Revised Date 06/17/1986 B8. Flood Zone(s) A8 B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 12 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. El FIS Profile E FIRM ❑Community Determined ❑Other (Describe) 811. Indicate elevation datum used for BFE in Item B9: ENGVD 1929 ❑NAVD 1988 ❑Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ENo Designation Date ❑CBRS ❑OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑Construction Drawings* ❑Building Under Construction" Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized LOCAL BENCHMARK Vertical Datum 1929 Conversion /Comments a) b) c) d) e) f) 9) Top of bottom floor (including basement, crawl space, or enclosure floor) Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) Check the measurement used. 12. 3 feet ❑ meters (Puerto Rico only) 22 .8 Zfeet ❑ meters (Puerto Rico only) N /A. ❑feet ❑ meters (Puerto Rico only) N /A. ❑feet ❑ meters (Puerto Rico only) 12 .1 Efeet fl meters (Puerto Rico only) 7.6 Efeet 111 meters (Puerto Rico only) 8 .1 Efeet meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. E Check here if comments are provided on back of form. Certifier's Name MICHAEL J. GARDNFR Title LAND SURVEYOR Address 120 VAR NFDOF AVEN Signature Company Name MICHAEL J GARDNFR City j Zi CARD N CITY Date 02/03/2007 License Number GA .J31 S NO. 2285 LAND SURVEYOR State ZIP Code GA 31408 Telephone 912- 964 -8262 IMPORTANT: In these spaces, copy the esponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1303 JONES STREET City State ZIP Code TYBEE ISLAND GA. 31322 For Insurance Company Use: Policy Number Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments: C2. (e) ELEVATION OF TOP OF AIR CONDITIONER UNIT PEDESTAL IS AT ELEVATION 12.1'. Date 02/03/2007 • ❑ Check here if attachments SECTION E - BUILDING LEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ['meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and /or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ['above or ❑ below the HAG. E3. Attached garage (top of slab) is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are coned to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments (Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑New Construction ['Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑feet ❑meters (PR) ❑Datum G9. BFE or (in Zone AO) depth of flooding at the building site: Ilfeet ❑ meters (PR) ❑ Datum Local Official's Name Title Community Name Telephone Signature Date Comments Check here if attachments Building Photographs See Instructions for Item A6. I For Insurance Company Use. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1303 JONES STREET City TYBEE ISLAND State ZIP Code GA. 31328 Policy Number Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Front View Right Side View Rear View Left Side View , Pern,k it No Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tvbee Island, GA 31328 Pope: (911) 186-4573 extension 114 Fax (912) 786-9539 - 02 3 —7) Owner's Gen. Contractor Location Date keigliestFid (1) – 1-- 0 -7 Date Needed 6 -- 0 subcontractor Contact Number 1-- Date of Inspection Ave) diVco --7777-1 Inspect:Dr e irr5-pprton ) ( (.) \NAL \ 3 r cy- • ,rs•-■ Time r\.Q. .S / A ft L;74g1:Ottiol, if, E4,:* ft cliity 4:4 TybP43!1=c0 1.03 4--Wiler AVet11313, Box 2749 Fiybet::± !stand, GA 31328 Phomr..: 1.9rt) /86-4513 extolvsion it4 fa.w; (912) 786-9539 Per3-,;t Qat-P. if4Pqi ll7:sted wrer tme 0-1 fkl 5ate NPedfad , C1)"titrt=3-1:t0 ""1 31ghc4Irittrartor C-/ntart Location levy .5V7- ?.5-1,,76A/e-s e • // /‘10 Date flO FOS C tir± Type f.:tt 111,15:pectiort Time _ if nig r /52i z_ 30 ./.) a /D ft , p 0 ej- 4? * * * * * * * * * * * * * ** -COMM. 4NAL- * * * * * * * * * * * * * * * * * ** DATE NOV-01-20' ' * * ** TIME 13:51 * * * * * * ** MODE = MEMORY TRANSMISSION FILE NO. =841 STN COMM. ONE - TOUCH/ STATION NAME /EMAIL ADDRESS /TELEPHONE NO. PAGES DURATION START= NOU -01 13:50 END= NOU -01 13:51 NO. RBBR NO. 001 OK a 4438877 001/001 00:00:20 -CITY OF TYBEE ISL. ****** *. * * * * * * * * * * * * * * * * * * * * * * * * * * * ** -CITY OF TYBEE - * * * ** - 912 786 9539- * * * * * * * ** RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 9.1:514444537 Phone 912- 443 -5063 (4' 13 -WVYI C) b -CZ.13 Location Address: 3 O 3 "Ta feu 5 Lot #- Release Date: 11- -�- q r■? . p but tr Type of Release: Temporary t! Permanent 1 Sub ci Name: Electrician: __ 1\ L. S I o Qr Owner /Builder: 1-0 r. �S �rtic a1 C0�.s� -. Electrician Phone Number: 'I 52 3 (0 <o Phone Number: 5(4'7- " T 2 $ 0 attOlAtetriVS Location Address: Lot # Release Date: Type of Release: Temporary _ Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number. Location Address: Lot # Release Date: Type of Release: ,_Temporary — Permanent Electrician: Owner/Builder: Subd Name: Electrician Phone Number: Phone Number: RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 937 Phone 912 - 443 -5063 4y 3- gS'7'7 O (0-o2l3 Location Address: 1 -j 0 3 -o ,- .s A‘e-) . Lot #- Release Date: l 1- O -o b Type of Release: Temporary Permanent I Subd Name: Electrician: IA, L. S 1 o an Electrician Phone Number: owner/Builder: To o rc 1 3 Sz -3 R(o<0 Phone Number: 51-0- 4 2. $ O Location Address: Willi- Type of Release: Temporary Permanent Subd Name: Electrician: Lot # Release Date: Owner/Builder: Electrician Phone Number: Phone Number: Location Address: Lot # Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Owner/Builder: Electrician Phone Number: Phone Number: DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisenginc @bellsouth. net October 12, 2006 Dee Anderson, Zoning Administrator City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: Drainage Plan of Lot 122&123, SW corner of Jones and 13th Dear Mr. Anderson: During my site visit late yesterday afternoon, I observed the graded condition of Lot 122 and the recent sod placement on Lot 23. The Engineer was limited in options of design due to site drainage conditions. While the grading is not perfect, I find both lots to be in reasonable conformance with the approved drainage plan. I did not have access to a water hose to test the porosity of the driveways. These driveway pads appear to be constructed of the "white rock" you are concerned with. I predict it is not as porous as the recent installation by Keith Gay on Highway 80. Yet by definition it meets the current porous pavement section of our ordinance. If possible, I would like to meet with you next week to resolve the white rock and other porous pavement issues. Please contact me if you have any questions on this matter. S'i ly, er ' . Davis, Jr P.E. President 2060310C 10-17.-0(.0 Col- SCEN < ka-rw ci DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisenginc(a,bellsouth.net INVOICE O c t o b e r 12, 2006 1-;t1 -OPAL S 0 G 9 - 0 2 1 2 - Dee Anderson, Zoning Administrator D 3 -37o,R, 5 04„..02.(3 City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: Drainage Plan of Lot 122& 123, SW corner of Jones and 13th MEWED Invoice #20603101 02 -25 -06 0.5 hours Met with Owner, Engineer and Surveyor at site. No charge Coordination with Engineer and City on design options. 04 -12 -06 1.0 hours Drainage Plan Review and coordination with Engineer Correspondence file 2060310B 10 -11 -06 0.5 hours Site visit and concurrence of compliance with Drainage Plan Correspondence File 2060310C 2.0 hours @ $150/hour = $300 Total Due This Invoice /0 -12-040 r T .� D „ol -f-. • a cL ti i c --o D(o- O212. ? cJ vv . + I 1,-•'/;;• • , '•, 5 Inspection Report City. of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786 -4573 extension 114 Fax: (912) 786 -9539 Plan-flit N o _ �G - C) „2_ 1 S Date Requested O 7 - 9-0 co Owner's Name �0 r\ 31-6Y\ Date Needed 0 ' 3o (_D-.c7 Gen. Contractor Ion , K 0,.-, c., ( subcontractor Contact Number . o L.6., 54 / - -- 2.. ? (� Location 1 7) 3 3 .l o.nszS J. J. l. 7 Date of Inspection / >G /L' Time Inspector J _ r Type of Inspection I () S..) a • 0 (Th ' - • • • • "Cf:s'e' • • - • - it-'7.;• • - • .:4) • • - Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 extension 114 Fax: (912) 786-9539 Perm,,it. No, 17) (4-.) 2. ( we-'5 Name r) Gen, Contractor Contact Number Location Date Requested 2-3 - 0 Date Needed F - 2 L+ - 0 k A 4- k 0 vl Subcontractor tj r■ SL-11 L+2?C) \oos A . 1/01 Time_ Inspector Date of Inspection Type of Inspection r 3 US \—■ (v\Le n e e p 39.5pG1 Inspection Report City of Tybee Island 403 Butler Avenue P.n. Box 77444 fybee Island, GA 31328 Phone: 786-4573 extensions 104, 107, or 114 Fax: 786-9539 Permit Nn. Owner's Name: i ) Gen. Contractor: 7;7 Kr,/./t,k// Subcontractor: _ Contact Number: ----hij .5v7 - Location: /303 e.DA/c 3 Date of Inspection: --7/. /.._575C Type of Inspection: A/ad daPer..7 Corn m ents: Date Requested: 6, Date Needed: ju (L.) 0 6, r --" Time of Inspection: Inspection Report City of Tybee Island 403 Butler Avenue \ P.Q. Box 2749 Tybee Island, GA 31328 Phone: 786-4573 extensions 104, 107, or 114 Fax: 126-9539 Permit No. (-1)6 . , Owner's Name. bi)C Date Requested: Requested: Date Needed: :7-7-1(1\1C, Gen. Contractor 71LA • • \,..00A-• Subcontractor: ci - Li D. Bo Contact Number: Location: calrj i /eV- ,,,,i'■',.Y N, 4 1 IK.1:',71 ..3. • 1, e 4,i i ...6,1 _2 Date of Inspection: 1.-:,./,//c2//617Z Type of Inspection: r I U 0 Comments: Ispector Time of Inspection: -3 Inspection Report City of Tybee Island 403 Butler Avenue RD. Box 2749 Tybee Island, GA 31328 Phone: 786 -4573 extensions 104, 107, or 114 Fax: 786 -9539 Permit No. G 02 13 Date Requested: 0 S-- 22- 0 (o r) Owner's Name: t\ a, Q_ \(� Date Needed: (-) Sr - 7 3 -0 (,0 Gen. Contractor: --n- C ,-,,S Subcontractor: Contact Number: I ,6/ Location: 1 30 3 Ja n.Q Date of Inspection: , t 3 - L� ( Comments: Type of Inspection: 1 rS Inspector: Time of Inspection: Inspection Report City of Tybee Island 403 Butler Avenue P.0 Box 2:140 Tybee Island, CA 31328 Phone: 786-4573 extensions 104, 101, or 114 Fax: 786-9539 PPrmit No: - 02- i 5 Date Requested: 2f,- ,) S Owner's Name: (-)' V\r■ Gftn. Contractor: Contact Number: Date Needed: C) \--C LD - Subcontractor: Location: 3 Date of Inspection: ic • Li . •Ny-- Comments: T n:c pet- tor A 14, e. Type of Inspection: Time of rvgpftrtio m 1.-1 -7- Li 2 FO • \ DATE ISSUED: 04 -13 -2006 WORK DESCRIPTION: WORK LOCATION: OWNER NAME ADDRESS CITY, ST, ZIP CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEE'S CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT NEW RESIDENTIAL BLDG - SF 1303 JONES AVENUE JOHN P. GANEM PO BOX 2163 TYBEE ISLAND GA 313282163 T K CONSTRUCTION 13318 OLD COFFE BLUFF RD SAVANNAH GA 31419 2115 P $3,402.00 $300,000.00 PERMIT #: 060213 TOTAL BALANCE DUE: $3,402.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org 13,-oz 13 TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT Location /30 ox Ave,.raue NAME• PIN ; q-0007-1?)-008 ADDRESS TELEPHONE Owner -3LiCi .,'= r,;:,,�r Architect or En. ineer -3-ar` S\"vecu '-ipcp5o, L.a' uP Building Contractor J ` T ( Cons, r,,.e -no(\ 1331 0�� Cog'ee �1 ' (2.- - -, .:, y t -, , „\r P 2. ±.lA1°! �'ird)9a7- 34 f (Check all that apply) New Construction // ."Renovation Minor Addition Duplex Single Family Substantial Addition Residential Commercial Multi-Family_ Footprint change _ Repairs Demolition Other Estimated Cost of Construction: $ Construction Type (Enter Appropriate Number) (1) Wood Frame, (2) Wood & Mas'onry, (3) Brick Veneer, (4) Masonry, (5) Steel & Masonry, (6) Otherr4Please specify) ilna1rl, Proposed Use: `7);c) le (- 0rn,Vu, 1 <� „Ae ,)ce Remarks: J ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: r 0 Units i r Bedrooms Bathrooms Lot Area ....:.)7.:;; Living Space (Total SgFt) aII5 0 Off - street Parking Spaces Trees Located & Listed on Site Plan US . Access: 7?o.,� Driveway (Ft.) With Culvert? 1)!A With Swale? ij1h Setbacks: Front Rear _ Sider (L) ' 1,5 (R) 1D 4 Stories (1 11 Height -))CC Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators and similar appurtances. During Construction: On-site restroom facilites will be provided through -7,6,5 SQv3 On -site waste & debris containers Will be provided by 2ea�bl c Construction debris will be disposed of by eir4P,3\ ■C 43daqL at means I understand that I must comply with zoning, flood damage control, bu ng, fire ildi , shorA protection & wetlands ordinances( FEMA regulations and all applicable codes and regulations. I understand that the lot must be. staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure. the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date 3 ! , lid, Signature of Applicant Note: A -ermit normal]. takes 7 to 10 da s /or cess. Please bring two checks to 'nay fees for new construction. Thank you! The following is to be completed by city personnel: Zoning Classification NFIP Flood Zone ■"8^ 13 FE l -.00 Approved Rezoning /Variance? . Street Address & Number: New Existing Is it in compliance with city map? . If not, has street name & /or been reported to MPC? :EN,A Certification Attached State Energy Code Affidavit Attached Utilities & Public Works: Describe any unusual findings Access to Building Site Distance to Water Main Tan Site Distance to Sewer Stub Site Water Meter Size Storm. Drainage Approvals: Signature Zoning Administrator Code Enforcement Of Water /Sewer Storm Drainage Fire Chief Inspections c City Manager t?er IM 'Li— 1 8 /D. xivs Do 477. 5 enc Date 5°' 6- At Fees: r, i�. permit Inspections i4 '- Total G/F bag 7.00 Water Tan — — Sewer St.,b Total W/S ©C� / eQ / /5. 3402 - ,pi2A /4A3 s CITY OF TYRE ISLAND INSPECTIONS DEPARTMENT P.O. BOX 2749 TYBEE ISLAND, GA. 31328 FOR STRUCTURES IN A FLOOD ZONE - FEMA CERTIFICATION OF ELEVATION' IS REQUIRED. NA.M.E: �o��o,f jA NeffI ADDRESS : 130 3 Solves tope, i 4ee. 'a -sb,-‘d GA v. 313 CONTRACTOR: 1 `< n5 u cat �o PERMIT THIS NOTICE IS TO CON_IRM OUR UNDERSTANDING THAT ALL EQUIPMENT SUCH AS A/C COMPRESSORS. WATER HEATERS, FURNACES, ELECTRICAL OUTLETS, METERS ETC ...ARE NOT PERMITTED BELOW T::= REQUIRED 'FINISHED FLOOR ELEVATION. BY ACCEPTING THIS PERMIT, I (OWNER /CONTRACTOR) AGREE TO CONSTRUCT /PLACE THE EQUIPMENT ABOVE OR UP TO THE REQUIRED FINISHED FLOOR ELEVATION WHICH IS STATED BELOW. MSL. ACKNOWLEDGED AND AGREED TO THIS DAY OF I9 STATE ENERGY CODE AFFIDAVIT Project Name: l'ohrvI'. GANem Address: 'W) �On,2� PWL ►� -�bt '561.O ics Permit Number: Owners Name: 5-4 NN \Q. (aANe.n■ This letter is to confirm the understanding of the owner /contractor to the'compliance requirement of the Georgia State Energy Code for Buildings, 1992 Edition. 2 hereby declare that the design and construction of the referenced project is in compliance with the Georgia State Energy code for Buildings, 1992 Edition. Compliance has been achieved by one of the three methods of designs indicted ' in Chapters 4, 5 or 6 of the code. It is understood and agreed by the undersigned owner of agent 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 as listed above 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 previous inspections have been approved. Owner and /or Agent Contractor (12/93) Date: CITY OF 1YBEE ISLAND INSPECTIONS DEPARTMENT TEMPORARY ELECTRXckL SERVICE A.Fk•IDAVIT PROTECT NAME:• -Yo (\ nNo--- %c,(Nerr■ ADDRESS: AJZ, OWNERS — NAME: Ohr.t\ ce, PERMIT NUMBER: - PIN:' THIS LETTER TS TO CONFIRM '11 E UNDERSTANDING OF '1HE OWNER/CONTRACTOR TO TEE COMPLIANCE REQUIREMENT OF flak, GEORGIA STATE MINIMUM CONSTRUCTION CODES. "I HEREBY DECLARE THAT THE EsED I><KPOR.ARY_EY. _ ECTRICAL' FO ER IS INTENDED FOR THE COMPLETION OF Lid..E CONSTRUCTION .PROCESS AND TILL TESTING OF EQUIPMENT INSTALLED WIT$IN'r:dx: STRUCTURE." • IT IS UNDERSTOOD AND AGREED BY 'i'ktE UNDERSIGNED THAT THE ISSUANCE OF TEMPORARY POWER.11OES NM CONK ii APPROVAL TO OCCUPY'i'EE STRUCTURE. A CERI iteiCATE OF OCCUPANCY MUST BE ISSUED BY '1.11E CITY OF TYBEE PRIOR TO T'D.� STRUCTURE BEING' O CC LIMED. Tt OWNERtONT.RACTOR IS HEREBY'' HELD RESPONSIBLE FOR ANY VIOLATIONS TO THIS POLICY. A VIOLATION OF THIS POLICY MAY RESULT IN DISCO r► ANCE OF TEE ELECTRICAL SERVICE. OWNER DA.TE CONTRACTOR DATE WITNESS DATE CITY DP TYREE ISLAND SUBCONTRACTOR LISP *** * ** ** *** * * * * #+ *** *** * * ** *******tuft ***E ***** * * *i***** **** * ** PLEASE LYS'1' Ta NAM AND ADDRESS OF JILL PRITICTPATING SUBCONTRACTORS BELOW: 1. NAME _jE•LEP?.iONJ: f7 7 ! -44.F0 0 2. NAM: TELER.KONE: 44 f - 8 a 3 LICENSE NUISER 3. N?.M!:, � LOA- % eC ADDRESS: LICENSE ER37 1 s C 4 . NE: (TOd)E'c___ PLccr:»p r : Po 611)t (ft / MO tail towCad T .a� : iL6 ° ,.3 =CMS ARD3Mado- 166' 3. ME:, ADDRESS :�,� 'T'ELEPHONE: LICENSE Nifi=, DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355 -7262 Fax (912) 352 -7787 davisenginc @bellsouth.net April 12, 2006 Dee Anderson, Zoning Administrator City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: Drainage Plan of Lot 122 &123, SW corner of Jones and 13th Dear Mr. Anderson: We reviewed the latest information by Jan Sherwood, PE received by email last night. Our review is limited to drainage issues. We have not attempted to duplicate work of the Planning Commission or City staff regarding setbacks, density or other zoning or subdivision regulation issues. The only outstanding issue is Tybee's receiving stamped paper copies of the design and revised drainage calculations. Based on my conversations with the Developer and the Engineer and my review of submittals all is in order. I recommend holding the permit until I verify your latest hard copy submittal is complete. Within the scope of our design review, to the best of my knowledge and belief, the design meets the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter. Sine,,, y, D K. P / aavis, Jr., . . President 2060310B 0L -OZIZ 0 Co Aprt 12 GS 04:33p RE Sr Innah, LLC. 912 697 592 p.1 AES AE Savannah, LLC 135 Canal Street, Suite 300B, Pooler, Georgia 31322 TO: Mr. Dee Anderson FROM: Jan Paul Sherwood, P.E. Phone No: 786 4573 Date: 04/12/06 FAX COMPANY: City of Tybee Island Fax No: 786 5737 Number of Pages: 2 (Including this page) Subject: Grading Plans, 1301 & 1303 Jones St., Michael Bandy Comments: Mr. Anderson, Downer asked me to send you the attached stamped stormwater report page for your files. Please call me at 748 2408 if you have any questions. an Paul Sherwood, P.E. Apr 12 06 04:34p RE SE nnah, LLC. 912 691 592 p.2 Channel adequacy calculations at the northwest corner of 1303 Jones Avenue: Q (A -1) = 0.51 cfs According to attached channel capacity nomograph: D= 0.5 ft A (cross - sectional area of ditch) = 2.0 sf R (hydraulic radius) = A/WP(wetted perimeter) = 2 sf/ 6.06 ft = 033 ft V= 0.5 ft/s and Q will be 1.0 ft/s (Q = AV) (therefore the swale is adequate to handle the stormwater) el adequacy calculations at the northwest corner of 1301 Jones Avenue: Q = Q (A -1) + Q(A -2) = 0.51 cfs+ 0.06 cfs = 0.57 cfs According to attached channel capacity nomograph: D = 0.5 ft A (cross - sectional area of ditch) = 2.0 sf R (hydraulic radius) = A/WP(wetted perimeter) = 2 sf/ 6.06 ft = 0.33 ft V= 0.5 ft/s and Q will be 1.0 ft/s (Q = AV) (therefore the swale is adequate to handle the stormwater) As .. be seen from the calculations, adequate provisions have been provided for on the site ormwater drainage. The low velocities indicated will not present an swale erosion 1em. Due to the low velocity demonstrated by the lack of relief in the swale, periodic tenance will be required by the homeowners to maintain drainage. As • • additional precaution, soil test holes were dug in the areas of the trenches. The test holes in ' cated that the top 6 inches was found to consist of very sandy, silty loam topsoil and white • t • was found to extend to more than 3 feet. The on -site soils will provide good drainage. P1 call me at 667 4055 if you have any questions. y Submitted, LLC P Paul Sherwood, P.E. ect Manager 0R No. 27485 PROFESSIONAL t 2 AES 135 Canal Street, Suite 300 -B, Pooler Georgia 31322 April 11, 2006 Mr. Dee Anderson Zoning Administrator City of Tybee Island PO Box 2749 Tybee Island, Georgia 31328 RE: Stormwater Drainage Plan; 1301 and 1303 Jones Avenue (revised) Dear Sirs; c , , it py 12 •vi 0 :Std Please find attached the grading plans for the properties at 1301 and 1303 Jones Avenue. The lots are being developed as residential properties by Michael Bandy, Barry Koncul and John Ganem. As can be seen on the attached drainage area plan, drainage from the fronts of the lots will primarily be directed towards the side yards, along the drainage easement at the rear of the properties and ultimately to the city ROW and towards a stormwater intake at the corner of 13t St and Miller Avenue. Because the drainage from each of the lots affects the other lot, the plan is being considered as a combined drainage plan. All areas other than the porous brick paved drive will be grassed or landscaped. The site due to minimal topographic relief, drainage provisions will be relatively flat. Adequate pathways for stormwater flow have been provided for as indicated by the following calculations. Post - developed Runoff • C = 0.40 (single family residential, soil type A, drained) • Time of concentration = 10 min • I (25 yr) = 4.6in/hr • Area A -1 = 0.19 acres • Area A -2 = 0.02 acres Post - developed Runoff (Area A -1) Q= 0.40 x 6.7 x 0.19 = 0.51 cfs Post - developed Runoff (Area A -2) Q = 0.40 x 6.7 x 0.02 = 0.06 cfs Channel adequacy calculations at the northwest corner of 1303 Jones Avenue: Q(A -1) =0.51 cfs According to attached channel capacity nomograph: D= 0.5 ft A (cross - sectional area of ditch) = 2.0 sf R (hydraulic radius) = A/WP(wetted perimeter) = 2 sf/ 6.06 ft = 0.33 ft V= 0.5 ft/s and Q will be 1.0 ft/s (Q = AV) (therefore the swale is adequate to handle the stormwater) Channel adequacy calculations at the northwest corner of 1301 Jones Avenue: Q = Q (A -1) + Q(A -2) = 0.51 cfs+ 0.06 cfs = 0.57 cfs According to attached channel capacity nomograph: D = 0.5 ft A (cross - sectional area of ditch) = 2.0 sf R (hydraulic radius) = A/WP(wetted perimeter) = 2 sf/ 6.06 ft = 0.33 ft V= 0.5 ft/s and Q will be 1.0 ft/s (Q = AV) (therefore the swale is adequate to handle the stormwater) As can be seen from the calculations, adequate provisions have been provided for on the site for stormwater drainage. The low velocities indicated will not present an swale erosion problem. Due to the low velocity demonstrated by the lack of relief in the swale, periodic maintenance will be required by the homeowners to maintain drainage. As an additional precaution, soil test holes were dug in the areas of the trenches. The test holes indicated that the top 6 inches was found to consist of very sandy, silty loam topsoil and white sand was found to extend to more than 3 feet. The on -site soils will provide good drainage. Please call me at 667 4055 if you have any questions. Respectfully Submitted, A ah, LLC an Paul Sherwood, P.E. Project Manager 2 frf 9"9-11 n o o 0000 0 0 o o n 0000 0 o 0 0 0 oopa a o b b b o bbbo b a b obob a 0 b b b8n- n+ a I� 0 rbr n n000 0 0, n o oo -� 0 w A w tim ni a a ow i... �T moi °m .w w w \ m -f ra A 2 HYDRAULIC RADIUS in feet - R 0 G O 0 0 4 0 0 A W N O to b° "5 \ 7 / \IC& 1 0 fi ROUGHNESS COEFFICIE 0 0 0 0 0 0 g 1:9 o o W 0 ^1 0 IT .A N Lol w Apr 10 0E 04:39p AE Sa,,annah, LLC. AES 912 691 1592 p.2 135 Canal Street, Suite 300 -B, Pooler Georgia 31322 A •ril 10, 2006 M. Dee Anderson Zo l ' s g Administrator Ci of Tybee Island P • Box 2749 T ee Island, Georgia 31328 RECEIVED : Stormwater Drainage Plan; 1301 and 1303 Jones Avenue (revised) D ar Sirs; Pl ase find attached the grading plans for the properties at 1301 and 1303 Jones Avenue. The lot are being developed as residential properties by Michael Bandy and Bany Koncul. can be seen on the attached drainage area plan, drainage from the fronts of the lots will arily be directed towards the side yards, along the drainage easement at the rear of the perties and ultimately along city ROW to a stormwater intake at the corner of 13th St and er Avenue. Because the drainage from each of the lots affects the other lot, the plan is g considered as a combined drainage plan. areas other than the porous brick paved drive will be grassed or landscaped. The site due to Hal topographic relief, drainage provisions will be relatively flat. Adequate pathways for water flow have been provided for as indicated by the following calculations. Post - developed Runoff • C = 0.40 (single family residential, soil type B, drained) • Time of concentration = 10 min • I (25 yr) = 4.6in/hr • Area A -1 = 0.19 acres • Area A -2 = 0.02 acres Post - developed Runoff (Area A-1) Q= 0.40x4.6x0.19 =0.35 cfs Post - developed Runoff (Area A -2) Q = 0.40 x 4.6 x 0.02 = 0.04 cfs Affiiiated Licensee Assignment: The Broker has assigned (Selling Licensee) to work with Buyer and s mg tcenses to work W! a er. ach shall be deemed to act for and represent exclusively the party to whom eacFi has een assigned. Transaction Brokerage Disclosure e er an uyer are aware rinn hey are not represented by a Broker they are each solely responsible for protecting their own interests, Seller and Buyer acknowledge that Broker may perform ministerial acts for either party as a Transaction Broker. 12, Time Limit of Offer. rs rns umeni hall be open for acceptance until o'clock M, on the day of 13. Exhibits And Addenda. Ali exhibits and/or addenda attached hereto, listed below, or referenced herein are made a part of this greemen su exhibit or addendum conflicts with any preceding paragraph, said exhibit or addendum shall control: Seller's Property Disclosure Statement Official Georgia Wood Infestation Report V SPECIAL STIPULATIONS: The following Special Stipulations, if conflicting with any exhibit, addendum, or preceding paragraph, shall control. © (Mark box If additional pages are attached.) c ) Selling Broker MLS Office Code Buyer's Signature; Print or Type Name :, gC -1 OM By; Broker or Broker's Affiliated Licensee Print or Type Name: Bus. Phone: FAX # Listing Broker Buyer's Signature; Print or Type Name: MLS Office Code Seller's Signature: Multiple Listing # By: Broker or Broker's Affiliated Licensee Print or Type Name; Bus, Phone: FAX # 4 Print or Type Name:, a ," Seller's Si Print or attire: e Name: SS/FEI# Acce tance Date The a ova proposition Is hereby accepted, o'clock M. on the day of Binding Agreement Date is instrumen s a come a binding agreement on the date ("Binding Agreement Date") when notice of the acceptance of this Agreement has been received by offeror. The offeror shall promptly notify offeree when acceptance has been received. ■••• •lim11 i IIMMImm.111 F20. Purchase end Sere Agreement, Pape 5 of 5 01101/95 Apr 10 06 04:39p AE Savannah, LLC. 912 691 1592 p.3 el adequacy calculations at the northwest corner of 1303 Jones Avenue: Q (A -1) = 0.35 cfs D = 0.3 ft A (cross - sectional area of ditch) = 0.96 sf V =Q /A= 0.4 ftls (< 3 ft/s, therefore the swale erosion will not be a concern) V= 0.5 ft/s and Q will be 0.48ft/s (Q = AV) according to attached channel capacity nomograph (therefore the swale is adequate to handle the stormwater) el adequacy calculations (A -2): Q = Q (A -1) + Q(A -2) = 0.39 cfs D = 0.3 ft A (cross - sectional area of ditch) = 0.96 sf V =Q /A= 0.4 ft/s (< 3 ft/s, therefore the swale erosion will not be a concern) V= 0.5 ft/s and Q will be 0.48 ft's (Q = AV) according to attached channel capacity nomograph (therefore the swale is adequate to handle the stormwater) A can be seen from the calculations, adequate provisions have been provided for on the site fo stormwater drainage. Due to the low velocity demonstrated by the lack of relief in the s . e, periodic maintenance will be required by the homeowners to maintain drainage. an additional precaution, soil test holes were dug in the areas of the trenches. The test holes indicated that the top 6 inches was found to consist of very sandy, silty loam topsoil and white d was found to extend to more than 3 feet. The on -site soils will provide good drainage. Phase call me at 667 4055 if you have any questions. Re J Pr pectfully Submitted, Savannah, LLC Paul Sherwood, P.E. ject Manager Apr 10 06 04:40p RE Savannah, LLC. 912 6i1 1592 p.4 3. HYDRAULICS 135 0.3 02 0.10 0.09 0.06 -. 0.07 - 0.06 0.05 - 0.04 0.03 - 0.02 m N � C N • 0 .01 O 0.009 4j W - 0.006 CC O 0.007 [7 • t. moos J 0,00.5 Q 0.004 y� `0.003 0.002 - 0.001 0.0009 0.000 0.0 06 0,0005 0.0004 0.0003 -02 0.4 0.5 0.6 50 40 20 8 -? -2 4 5 6 7 AVON: V --= n 10 20 NOMOGRAPH FOR SOL ' OF MANNING EQUATIO 1.0 0.9 0,8 0.7 0.6 0 . 5 Figure 3.14 Nomograph for solution of Manning's equation. /2. Co*. izNo4 4 (44°4) dela o,qL. 4, 46. O , 2 - 0.0I 0,02 0.03 0.04 - 0.05 - 0.06 0.07 0.06 0.09 0.10 0.2 0.3 0.4 ' Dianne Otto From: davisenginc @bellsouth.net Sent: Wednesday, April 05, 2006 4:03 PM To: Dee Anderson; Dianne Otto Cc: jmsherwood @bellsouth.net; michaelbandy225 @yahoo.com Subject: 1303 Jones Street at Jones and 13th With these plans logged in by the City on 03 -24 that I received after work that day, I am sending these comments by email. The perimeter swales appear higher than the surounding property. Starting clockwise from the left hand side of the sheet, the Swale FG of 7.0 is at the elevation on the side property line. At the top of the page at the rear of the lots,the flat swale of 0% with inverts of 7.0 are higher than the adjacent lots with elevations of 7.0 and 6.9 shown. We need swales that do not drain or overflow onto property of others and that are supported by calculations as being adequate size. A defined swale with invert elevations shown needs to be shown at the interior lot line. The note stating, "Regrade City R ?W to drain towards intake at intersection of 13th Street & Miller Ave." is not adequate. Provide design of route. I have no problem with the design intent. 1 Dianne Otto From: davisenginc @bellsouth.net Sent: Tuesday, March 21, 2006 9:54 AM To: Dee Anderson; Dianne Otto Cc: jmsherwood @beilsouth.net Subject: [Fwd: RE: SW corner of Jones & 13th 206031] Diane, At this point I am stopped. To the best of my knowledge all three copies we reviewed this morning did not clearly display the existing elevations and contours. I am not sure from Jan's email if he intends to provide new drawing or contest the suitability of the ones he delivered to you. Downer > > From: "Jan Paul Sherwood" <jmsherwood @bellsouth.net> > Date: 2006/03/21 Tue AM 07:58:18 EST > To: <davisenginc @bellsouth.net> > Subject: RE: SW corner of Jones & 13th 206031 > > Downer, > > The copies turned into the city were readable. Perhaps the city made a copy > of our drawing and could not read that. > > Thanks, > > Jan > > Original Message > From: davisenginc @bellsouth.net [mailto :davisenginc @bellsouth.net] > Sent: Monday, March 20, 2006 9:51 PM > To: Dee Anderson; dotto @cityoftybee.org > Cc: jmsherwood @bellsouth.net > Subject: SW corner of Jones & 13th 206031 > > The plans stamped in by the City earlier today cannot be reviewed. The > existing topographic information is too light to read. > > Downer > > > > 1 From: <davisenginc @bellsouth.net> Add to Address Book Date: 2006/03/20 Mon PM 09:50:48 EST To: Dee Anderson <Danderson @cityoftybee.org >, <dotto @cityoftybee.org> CC: <jmsherwood @bellsouth.net> Add to Address Book Subject: SW corner of Jones & 13th 206031 The plans stamped in by the City earlier today cannot be reviewed. The existing topographic information is too light to read. Downer L:I°se Dianne Otto From: davisenginc @bellsouth.net Sent: Sunday, February 26, 2006 4:17 PM To: Dee Anderson; Dianne Otto; Mark Williams Cc: jmsherwood @bellsouth.net Subject: 13th & Jones On Saturday morning, at request of the builder developer, I met with Jan Sherwood with the engineering firm that will be providing the consultant services to provide a drainage plan for the two existing lots on the southwest corner of Jones and 13th. After reviewing the topographic survey and considering Jan's concerns it appears they will need to outfall these lots north to 13th and then west to the southeast corner of Lovell and 13th. These 2 lots drain to the rear as do other lots to the south. I recommended consideration of the installation of a drainage line on the south side of 13th and extending up the rear of these two lots. This line would be a City line. This line would provide outfall to lots to the south on both Jones and Lovell. This line would eliminate the need for bioretention basins which require some education of lot owners to be properly maintained. Jan needs an answer to avoid delay of design. The Owner has requested clarification on who would pay for this line as it would be more expensive than a swale. Please provide direction to Jan who is copied on this email. 1 TYBEE ISLAND, GA VICINITY MAP NTS O GRADE AS GRADE AS REQUESTED REQUESTED 4 J f 41 2.0' SWALE DETAIL NTS SURVEYOR'S NOTES: 1. VERTICAL DATUM BASED ON NGVD 29. 2. THIS PROPERTY LIES WITHIN A 100 YEAR FLOOD ZONE A8 (ELEV. 12') PER FIRM PANEL No. 135164 0002 C, EFFECTIVE JUNE 17, 1986. 2. PROPERTY OWNER(S): JOHN GANEM ADDRESS: 340 EISENHOWER DRIVE BLDG 800 SAVANNAH, GA 31406 3. ADDRESS OF PROPERTY: 1303 JONES STREET, TYBEE ISLAND, GA, 31328 4. FINSHED FLOOR ELEVATION ON LOT: 12.8' 5. DRAINAGE SWALE SHOULD BE PERIODICALLY MAINTAINED BY OWNER IN ORDER TO MAINTAIN FLOW. 20 10 0 20 40 GRAPHIC SCALE w J x21PoA ' in .c�° w < J z co Z o 0 rn a) t ^� o �^ O O O O O'Ob,E- 53.00�� ! 14" N 22'00'0b "E 54.50' 14PA GW� DRAINAGE SWALE 10' BSL 1 i DRAINAGE EASEMENT _� 1• 0' BSL G: 7.6 15.3' 1113 TP: 7,2' ID, s° TP;74, 20 BSL • ' •• TP:7.5' • PERVr0.U5vPAVEMENT' • • . s r) G:7.6'/ FG:7.1' rn• 6' G: 7.7 12.7' XA LOT 122 N/F JOHN GANEM PIN #4- 0007 -13 -008 C1303") c'! n t TWO STORY FRAME RESIDENCE ON PEIRS FFE: 12.8' ti ' 15.3' co FG: 7: 714 12.7' FG: 7.7')( FG:7.6 0 FG: 7.7 MFG: 7.6' ' • -A 10.0' CO co O p -J O O O O o FG:7.6' FG: 7.2' �1 • O O O FG: 7.3 10.0 G. 7.6' TP•7.3 H FG: 7. ' FG: 7.8' MFG: 7.6' /20' BSL J1 O IPF s L160'00 "W 5 00.' . ,�� ° °WM s �' TP: 7.6' TP: 7.5' f x� • v I. °10PA PRVIOli6 ' :7.5' PBRVIOIJS .PAVEMENT A EP JONES AVENUE 60' R/W q 21PAo S22'00'00 54.5 * • ��ti� 12PA° °12PA . A . o • �°. .7.4•, RERV• USPAVEI4 NT ,TP: 7.1' .s p P. TP: 7.:3 NOTE: REGRADE CITY R/W TO DRAIN TOWARDS INTAKE AT INTERSECTION OF 13TH STREET AND MILLER AVENUE. 1 X Ati ' Nt.' ,� 5PA P: 7.3' FG: 7.0' I TP: 7. G: 716 IU O O ff AK O IO O TP: 7.• 3' 'P 2VI e S .RAVEM NAT TP: 7.2 TP :7:2` : 0 w • FG: 7.4' FG: At bY- BENCHMARK NAIL IN LIGHT POLE ELEV. 8.59' NGVD 29 o_ 0 13TH STREET LEGEND RBF = IPF = PP = LP = OHP = GW = FH = SSMH = WV = WM = POB = POC = EP = PA = CE = P= OAK = FFE REBAR FOUND IRON PIPE FOUND POWER POLE LIGHT POLE OVERHEAD POWER GUY WIRE FIRE HYDRANT SANITARY SEWER MANHOLE WATER VALVE WATER METER POINT OF BEGINNING POINT OF COMMENCEMENT EDGE OF PAVEMENT PALM TREE CEDAR TREE PINE TREE OAK TREE FINISHED FLOOR ELEVATION ADDRESS PERVIOUS PAVEMENT EXISTING CONTOUR A DRAINAGE PLAN OF LOT 122 WARD 4 TYBEE ISLAND, GEORGIA KNOWN AS: No. 1303 JONES STREET PREPARED FOR: JOHN GANEM DATE: 3/13/06 DRAWN BY; JMS TYBEE ISLAND, CHATHAM COUNTY, GEORGIA LEGEND RBF IPF I GV AC WM EP = REBAR FOUND = IRON PIPE FOUND = IRRIGATION CONTROL VALVE = AIR CONDITIONER = WATER METER = EDGE OF PAVEMENT = GRAVEL IN MY OPINION THIS PLAT IS A TRUE AND CORRECT REPRESENTATION OF THE PROPERTY PLATTED AND HAS BEEN PREPARED IN CONFORMITY WITH THE MINIMUM STANDARDS, AND REQUIREMENTS OF LAW. MICHAEL J. GARDNER GA.R.L.S. No.: 2285 N22'00'00 "E 53.00' IPF rn co 0 0 0 LOT 122 0.13 ACRES 5,830 SQ. FT. STEPS 28.3 0 PORCH 12.4' 12.3' 12.4' 28.3' TWO STORY RESIDENTIAL ON PEIRS FFE 12.3' N/F JOHN GANEM PIN # 4-0007-13-008 11.4' STEP PORCH 12.8' 3 „00,00.895 AC 12.3' 0IGV •• • N • S22'00'00 "W 54.50'4., RBF V IPF PEDESTAL LOT 123 0.14 ACRES 5,995 SQ. FT. N/F MICHAEL BANDY & BARRY KONCUL PIN #4- 0007 -13 -008 1301 S22'00'00 "W 54.5 ' 0 IPF J0\ N ES AVENUE 60' R/W 0 (0 RECEIVED REFERENCES: 1. BOUNDARY SURVEY OF LOTS 22 & 23 WARD 4 5TH G.M.D. TYBEE ISALND, GA SURVEYED BY: MICHAEL JIM GARDNER, LAND SURVEYOR DATED: 1/10/06 REFERENCES: 1. PLAT OF LOTS 122 & 123, WARD 4 5TH G.M.D. TYBEE ISLAND, GEORGIA. SURVEYED BY: HELMLY, PURCELL & ASSOCIATES DATED: JUNE 30, 1981 2. RECOMBINATION OF LOTS 142 & 143, WARD 4 KNOWN AS No. 403 THIRTEENTH STREET TYBEE ISLAND, GEORGIA SURVEYED BY: BERT B. BARRETT, SR. DATED: 10/8/1982 3. DEED BOOK 212 J PAGE 638 4. DEED BOOK 244 F PAGE 452 SURVEYOR'S NOTES: 1. THIS PROPERTY LIES WITHIN A 100 YEAR FLOOD ZONE A8 (ELEV. 12') PER FIRM PANEL No. 135164 0002 C, EFFECTIVE JUNE 17, 1986. AN ASBUILT SURVEY OF LOT 122 WARD 4, 5TH G.M.D. TYBEE ISLAND, GEORGIA KNOWN AS: No. 1303 JONES STREET PREPARED FOR: JOHN GANEM TYBEE ISLAND, CHATHAM COUNTY, GEORGIA SURVEY DATE 2/5/07 JOB No. 07005AS /FFE 20 10 0 20 40 GRAPHIC SCALE MICHAEL J. GARDNER, LAND SURVEYOR 120 VARNEDOE AVENUE GARDEN CITY, GA 31408 PHONE No. (912) 964 -8262