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Home My Public Portal About20180416-PC-PACKET.pdfPLANNING COMMISSION Demery Bishop Ron Bossick Marianne Bramble Tina Gann Charles Matlock David McNaughton Alan Robertson A. Call to order: CITY MANAGER Shawn Gillen COMMUNITY DEVELOPMENT DIRECTOR George Shaw Planning Commission Meeting AGENDA April 16, 2018 — 7:00 p.m. For City Council Meeting May 10, 2018 — 7: 00 p.m. B. Consideration of Minutes: 1. Minutes of March 19, 2018 C. Disclosures/Recusals: CITY ATTORNEY Edward M. Hughes D. Old Business: 1. Variance: Sec. 3-100. — Beach, dune, or vegetation disturbance/crossover maintenance and construction. —To build a retaining wall —1 Shipwatch Lane —4-0021-17-013—Debra Chester E. New Business: 1. Map Amendment: Rezone 2 parcels - Lot E Fifth Avenue — 4-0003-07-009 — Zone R -2/C-2 - Lot A Fifth Avenue — 4-0003-07-005 — Zone R -2/C-2 - Carrie Efird 2. Text Amendment: Amendment to Article 13 of the Land Development Code. F. Standing Agenda Item: MPIC Update Adjournment: Lisa L. Schaaf PLANNING COMMISSION Demery Bishop Ron Bossick Marianne Bramble Tina Gann Charles Matlock David McNaughton Alan Robertson Planning Commission Meeting MINUTES March 19, 2018 CITY MANAGER Shawn Gillen ASSISTANT CITY MANAGER George Shaw CITY ATTORNEY Edward M. Hughes Commissioner Bishop called the March 19, 2018 Tybee Island Planning Commission meeting to order. Commissioners present were Charles Matlock, David McNaughton, Ron Bossick, Marianne Bramble and Alan Robertson. Tina Gann was not present. Consideration of Minutes: Chair Bishop asked for consideration of the February 12, 2018 meeting minutes. Commissioner Matlock made a motion to approve Vice Chair Bossick seconded the vote to approve was four to approve, Commissioner Robertson did not vote since he did not attend the February 12th meeting. Disclosures/Recusals: Chair Bishop asked if there were any disclosures or recusals. There was none. Old Business: Chair Bishop asked if there was any old business. There was none. New Business: Variance: Sec. 3-100. —Beach, dune, or vegetation disturbance/crossover maintenance and construction. —To build retaining wall —1 Shipwatch Lane — 4-0021-17-013 —Debra Chester Mr. Shaw approached the Planning Commission and stated the applicant's property is located at the corner of Polk and the Beach area and she is asking for a variance because the back of her house is at the toe of the dune so any construction would be in the dune buffer. She would like to do some repairs from hurricane Irma damage that washed out a portion of her house piers. She wants to put up a retaining wall to keep water out of the house's first floor as well as shore up the foundation footer under the porch. Staff recommends approval for this variance. Commissioner Robertson asked how high the wall would be. Mr. Shaw stated he believes it is around three feet high. Commissioner McNaughton asked Mr. Shaw under what zoning variance standard does this meet. Mr. Shaw stated he thinks the hardship would be no way of protecting the home without something like this. Commissioner Bossick stated he sees an eight -foot area coming from the back wall of the home to the piers and then another twelve feet off that. Mr. Shaw stated it was his understanding that the only new areas would be the wall and footer under the house and everything else was there already, but he could be wrong. After looking at it more he does think the drawings need to be revisited at the next meeting after some explanation. Commissioner Bossick stated he thinks a gutter system would help with a lot of the water erosion problem. Commissioner McNaughton made a motion to continue this item until the April 16th Planning Commission meeting, Commissioner Bossick seconded the vote to continue was unanimous. Text Amendment: Sec. 5-140 Minor subdivision plat approval procedure. —Text changes. Mr. Shaw approached the Planning Commission and stated the Sec. 5-151 already covers what provisions are needed for approval of firewalls and the three foot of firewall through the roof does not need to be stated so we have removed it. Commissioner Robertson asked what prompted the review. Mr. Shaw stated that someone questioned why a house did not have the concrete wall running through the roofline, and when he did his research, he realized there needed to be a change. Commissioner Bramble made a motion to approve and Commissioner Robertson seconded, the vote to approve was unanimous. Discuss the opening of Fifth Avenue: Mr. Shaw approached the Planning Commission and stated the applicant owns the two lots behind the former clinic at 602 Hwy 80 and there is an unopened right of way entrance on both properties. The one on the Fifth Avenue side is the one they would like to have opened. There is an easement on the Sixth Avenue side lot 231 that does not go through to the other lot 210. Fifth Avenue is also a conservation easement, is owned by the City, and can be altered if needed. Mr. Shaw also stated that this is not an item that Planning Commission is required to make a recommendation on, but City Council would like their input. Commissioner Bossick asked if the two lots were zoned C2. Mr. Shaw stated yes both lots are C2 Chatham county records do not reflect that yet. Carrie Efird approached the Planning Commission and stated she is the co-owner of both lots and they are C2. The intent for the two lots are to develop them for her company Tybee Vacation rentals to move the house keeping offices, linin storage and laundry facility. It is a passive commercial use not a retail facility and will only be accessed by her staff and vender deliveries. There is an existing driveway that DOT put in on Fifth Avenue right of way that has been in use since it was put in by the 603 Hwy 80 customers. Carrie Efird stated she is asking to extend that area of the right of way towards the northeast corner of lot 210. She also stated that the Conservation trail is on the eastern side of the Fifth Avenue right of way and what she wants is on the western side of the right of way, so she feels it will not affect the conservation easement. Chair Bishop asked if this would be an ingress egress easement or a type of agreement. Mr. Shaw stated his guess would be either an easement for lot 210 or a portion of an opened right of way, and it would be public since it is on the Cities property. Commissioner Matlock asked Ms. Efird which lot she would be developing. Ms. Efird stated it depends on what type of access she gets and that they are focused on both lot 210 and 231. Commissioner Bossick asked Ms. Efird if all of her parking would be on the property and not in the access easement. Ms. Efird stated yes we would not use the right of way. Commissioner Robertson made a motion to recommend that City Council proceed with amending the existing conservation easement to allow for access to the Fifth Avenue right of way, and was seconded by Commissioner McNaughton the vote was four to one to approve with Commissioner Bossick, Robertson, Bramble and McNaughton to approve and Commissioner Matlock was against. Standing agenda item: MPIC update: Commissioner Robertson approached the Planning Commission and stated how the MPIC has been meeting and working to consolidate their studies to make the various documents easier to use from all the reports. He stated the point of this is to make this more accessible and less complicated. He explained how they were put in the excel page he gave each Commissioner. He also stated the other form he gave them is an excerpt from the Coastal incentive grant that the City was awarded from the DNR, they gave the City $25,000.00 and the City matched it with $27,000.00 to do a variety of things such as Master plan implementation, water rate study and a City code update as it pertains to impervious surfaces reduced density around king tide areas. Chair Bishop asked who would be doing the code amendments. Commissioner Robertson stated he would like to propose that Planning Commission do this with outside help also. Mr. Shaw stated that Commissioner Robertson means that this body could get involved in the process with the consultant in the area of growth for the City. Meeting adjourned 8:30pm Lisa L. Schaaf PLANNING COMMISSION NOTICE OF DETERMINATION Meeting date: 3/19/2018 Project Name/Description: Sec. 3-100. —Beach, dune, or vegetation disturbance/crossover maintenance and construction. -1 Shipwatch Ln. -4-0021-17-013 -Debra Chester Action Requested: To build a retaining wall Special Review Subdivision: Site Plan Approval Sketch Plan Approval _ Conceptual Variance X Preliminary Plan Approval Map Amendment Final PIat Approval Text Amendment Minor Subdivision _ Major Subdivision Petitioner has met all documentation requirements, all external approval requirements, and all code requirements, except for the following: The Planning Commission Motion on Petition: ❑ Approval ❑ Denial ® Continued Action on Motion: COMMISSIONER FOR AGAINST COMMENTS Bishop Bossick X Seconded Robertson X Gann Absent Bramble X Matlock . X McNaughton I X I I Motion Planning Commission Chair: Planning & Zoning Manager: Date: - 2 ,,P Date: STAFF REPORT PLANNING COMMISSION MEETING: April 16, 2018 1N7FO-0 OCITY COUNCIL MEETING: May 10, 2018 LOCATION: 1 Shipwatch Lane PIN: 4-0021-17-013 APPLICANT: Debra Chester EXISTING USE: Single family dwelling OWNER: Debra Chester PROPOSED USE: Single family dwelling ZONING: R -1B USE PERMITTED BY RIGHT: yes COMMUNITY CHARACTER MAP: North Beach/Maritime District APPLICATION: Zoning Variance (5-090) from Section 3-100 (Beach, dune, or vegetation disturbance/crossover maintenance and construction). PROPOSAL: The applicant is requesting approval of a dune setback variance for construction of a retaining wall within the 10 -foot dune setback ANALYSIS: The applicant had significant flooding and scouring from the recent hurricanes and wishes to build a retaining wall to reduce the odds of this happening again. The Comprehensive Plan describes the North Beach/Maritime District as follows: The North Beach/Maritime District is a multifaceted area with R-1, R-2, R -IB, R-1/NEC, R -T, E -C, PUD, and M -D zoning. Uses include commercial, recreational, campground, public/government uses and buildings, and a mix of residential styles and homes set on narrow streets. In addition to these developed portions, the area also includes extensive undeveloped environmentally sensitive areas with multi -use trails and public water access. Comprehensive Plan — Community Character Area The North Beach/Maritime District Recommended Development Strategies Meets Strategy YIN or N/A 1. Establish standards and guidelines for signage in keeping with island character N/A 2. Allow for the development of retail, restaurants and services for seasonal and year round o ulations N/A 3. Preserve and restore historic structures whenever possible N/A 4. Provide appropriate incentives for historic restoration projects N/A 5. Ensure continued preservation of old growth trees, parks, and greenspace N/A 6. Support development of the Tybee Island bikeway, including bike lanes and multi -use trails N/A 7. Facilitate public water access where appropriate and on public property N/A 8. Discourage down -zoning from commercial to residential in the Lazaretto Creek area and maintain commercial dock usage N/A STAFF FINDING The retaining wall with associated footer is an effort to stave off future damage including erosion and flooding. Flooding mitigation is a goal of our emergency management plan and will reduce future insurance claims and losses. Staff recommends approval for a retaining wall along the back of the home. Staff does not recommend approval for any construction northward of the rear of the home into the dune buffer and dune system. ATTACHMENTS A. Variance application B. SAGIS map (1 page) C. photos of existing conditions D. Survey showing existing foundation, E. Construction drawing 0 This Staff Report was prepared by George Shaw. Applicant's Name CITY OF TYBEE ISLAND ZONING VARIANCE APPLICATION commer-;c al $500 Residential $ZOO Address and location of subject property PIN `7' � �Do2j ri— L Applicant's Telephone Number c7 Applicant's Mailing Address f 0 ' 11)6x ) dUOIR Brief description of the land development activity and use of the land thereafter to take place on the property: cc a 01D CA, `'j 2 0 t' r) C 7 I I Property Owner's Name �ti Y�1 "�� Telephone umber ifs Property Owner's Address , Is Applicant the Property Owner? L,""' Yes No~ If Applicant is the Property Owner, Proof of Ownership is attached: Yes If Applicant is other than the Property Owner, a signed affidavit from the Property Owner granting the Applicant permission to conduct such land development is attached hereto. Yes Current Zoning of Property 12 �36"b7� Vurrent Use -4a i Names and addresses of all adjacent property owners are attached: VYes If within two (2) years immediately preceding the filing of the Applicant's application for a zoning action, the Applicant has made campaign contributions aggregating to more than $250 to the Mayor and any member of Council or any member of the Planning Commission, the Applicant and the Attorney representing the Applicant must disclose the following: a. The name of the local government official to whom the campaign contribution or gift was made; b. The dollar amount of each campaign contribution made by the applicant to the local government official during the two (2) years immediately preceding the filing of the application for this zoning action, and the date of each contribution; c. An enumeration and description of each gift having a value of $250 or more made by the Applicant to the local government official during the two (2) years immediately preceding the filing of the application for this zoning action. Disclosure of Campaign Contributions form attachment hereto: gnature of Applicant Yes Dat NOTE: Other specific data is required for each type of Variance. Fee Amount $ Check Number Date City Okla/ NOTE: This application must be accompanied by additional documentation, including drawings that include or illustrate the information outlined below. REFERENCE DESCRIPTION 5-040 (D) (1) Site plan and/or architectural rendering of the proposed development depicting the location of lot restrictions. 5-040 (D) (2) Narrative describing thhardship and the reason for he var ance request. Explain the hardship: es �n rI n. ere , 5-040 (D) (3) A survey of the property signed a ampe a State of Georgia certified land surveyor. 5-090 (A) (1) That there are unique physical circumstances or conditions beyond that of surrounding42(�S aY) properties, including: irregularity; narrowness; or, shallowness of the lot shape; or, 1-- exceptional topographical or other physical circumstances, conditions, or considerations related to the environment, or the safety, or to historical significance, that is peculiar to the particular property; and; 5-090 (A) (2) because of such physical circumstances or conditions, the property cannot be developed in strict conformity with the provisions of the Land Development Code, without undue hardship to the property. NOTE: Provide attachments illustrating conditions on surrounding properties and on the subiect property, indicating uniqueness, etc. 5-090 (B) If this variance application is for a Height Variance, in addition to other requirements, the petitioner shall be required to: Add two feet to each side yard setback for each one foot above 35 feet in height, and, Have safeguards consisting of sprinkler systems, smoke detectors and other fire protection equipment deemed necessary at the time by the Mayor and Council, and, Where a rear yard abuts a side yard of the adjacent lot, the petitioner shall be required to add two feet to the rear setback for each foot above 35 feet height. The Applicant certifies that he/she has read the requirements for Variances and has provided the required information to the best of his/her ability in a truthful and honest manner. Signature of Applicant e� Date 5-090(C) variance longevity. After a variance has been granted by the mayor and council it shall be valid for a period of 12 months from date of approval. Such approval is based on information provided in the application. Building permits may only be granted for plans consistent with the approved application. Any deviation from the information submitted will require separate approval by the mayor and council. SYNOVUS MORTGAGE CORP. 2204 Lakeshore Drive. Suite 325 - Birmingham. AL 35209 STEVE F CHESTER DEBRA'W. CHESTER P O BOX 1268 STATESBORO GA 30459 RE: - Loan Number: 0080040629 Property Address: 1 Sli PWATCH LN TYBEE ISLAND GA Dear Borrower(s): Please find enclosed, as applicable, the following documents pertaining to your paid in full loari. ( V) Recorded Satisfaction ( ) Original Note / Copy ( ) Original Mortgage ( ) Original Vehicle Title ( ) Check for escrow balance/overpayment at time of payoff { ) Payment received on paid in full loan We appreciate the opportunity to service your Mortgage and hope that you will call us in the future for your mortgage needs. If you have any questions, please do not hesitate to contact our Customer Service Department toll free at 800-803-0803. S"cerely, t.. Denise Norah Loan Administration 2.29/Aug 2013 S Prepared bti- and Return to: Sync us _lfortgace Corp_ 4ttrr Denise Norah P O Box 1084.1 Birmingham, _-1L 3>282-8809 20-5.81-4.1-1610 ---Chatham—.Georgia, - -- _- - SMC# 80040629 Retarded: 0/18/201 0atT11e2IC20 AM Fee AaGz: $12.04 Pale 1 of I � -ha�a. Ga. Clerk Superior Court Ta`ar3�e]fiQQcsllev Clerk Superior Court w 1080 PG42 CANCELLATION OF DEED TO SECURE DEBT The indebtedness referred to that certain Deed secured by that certain mortgage executed by STEVE F. CHESTER & DEBRA W. CHESTER to Sea Island Bank div Synovus Bank, dated February 17, 2012, and recorded in BOOK 375 O PAGE 195, in the Clerk of Superior Court of Chatham County Georgia, having been paid in full the Superior Court is authorized and directed to cancel the deed of record as provided in Code Section 44-14-4 of the O.C.G.A. for other mortgage cancellations. In witness whereof, the undersigned has set his hind and sea[ this 7th day of May. 2017 rej Signed, sealed a delivered the presence of: M� ' MlA MARSHA' HENDERSON Publicotary Public, State of Alabama Alabama State At targe ray Commission Expires ,tune 27, 2018 Power of Attorney Book 370 K Page 571 Chatham County Board of Assessors: 2017 Property Record Card 4, 2017 Chatham County Board of Assessors Property Record Card APPRAISER MWTHOMAS LOT 5 SHIPWATCH DUNES SUB LAST INSP 01/3112017 APPR ZONE 000008 SALES BOOK INS VI OU RSN PRICE PAGE 17 Feb 375Q 191 WD I U UR 340,000 2012 GRANTOR:C & M PROPERTIES GRANTFF CNFSTFR & MANACK STEVE F & MAX G 17 Feb 375Q 193 WD I U UR 2012 GRANTOR:CHESTER & MANACK STEVE F & MA? G GRANTEE: CHESTER STEVE F & DEBRA W 13 Oct 2003 260F 0721 WO I Q 760,OOC GRANTOR.WIGGINS ROBERT L SR GRANTEE: C& M PROPERTIES 12 May 251G 0194 WD I Q QW 575,OOC 2003 GRANTOR:MULLINS ROBERT A GRANTEE: WIGGINS ROBERT SR 07 Nov 228N 0327 WD I Q 492,000 2001 GRANTOR:PACKARD MALBOROUGH 8 & TE GRANTEE: MULLINS ROBERT A 29 Jul 1994 168M 0584 WD I Q 247,500 GRANTOR:CLARK FRANCES R GRANTFE:PACKARD MALSOROUG148 & TE 31 Sep I U U0 80,000 1989 GRANTOR: GRANTEE. PERMITS TYPE DATE AMOUNT 170056 RN 29 Mar 2017 Issued 58,000 160705 HT 31 Jan 2017 lnsp 11,900 160667 RF 31 Jan 2017 Insp 45,000 170056 RN 18 Jan 2017 Issued 22,000 10-0553 GM 15 Dec 2011 Comp 2,000 11-0206 07 Mar 2002 15 Dec 2011 Comp 7,100 05-0253 GM 03 Jun 2005 Issued 2,500 COMMENTS: CAMA 04 Apr 2014 0006 RESIDENTIAL 27 Oct 2003 ADD CHG PER FORM 10-27-03 335,500 SYI 09 Oct 2003 TY04 HS10S REMVD NJV 2015 10-9-03 03 Mar 2003 FOR SALE 02128/03 $595,000 03 May 2002 CODE 10S ENT SYI 07 Mar 2002 TY02 HS1OS REMVD NJV 1,700 3-7-02 23 Aug 2001 CORRECT BATH COUNT 620,200 8123101 KW 07 Aug 2001 FOR SALE 08/03/01 $530,000 05 Jan 1998 FOR SALE 12!26197 $445,000. 03 Nov 1994 SURVS TY95 168M584 EXTRA FEATURES ID# BLDG # SYSTEM DESC 186711 WOOD DECK AV LAND http://boa. chathamcounty.org/DesktopModu 1 es/Chatham County/Boar... 4-0021-17-013 1 SHIPWATCH LN TYBEE ISLAND CHESTER STEVE F & DEBRA W CAMA ASMT 0006 RESIDENTIAL PO BOX 1268 335,500 335,500 LAND 1 STATESBORO GA 019167.00 5167 SHIPWATCH 2015 DUNES EXEMPTIONS 283,000 283,000 BLDG 1 335,500 1,700 1,700 OBXF 1 2013 620,200 620,200 Cost - MS [Click for larger picture] r GAGIS CODES LAND PROPERTY 0006 RESIDENTIAL USE 2016 UTA 0004 Tybee Island NBHD 019167.00 5167 SHIPWATCH 2015 DUNES EXEMPTIONS 494,800 HISTORY LAND IMPR TOTAL 2016 335,500 281,200 616,700 Cama 2015 335,500 159,300 494,800 Cama 2014 335,500 161,300 496,800 Cama 2013 335,500 161,400 496,900 Cama 2012 335,500 149,300 484,800 Cama 2011 335,500 149,300 484,800 Cama 2010 516,200 228,400 744,600 Cama 2009 516,000 351,000 867,000 Over 2008 516,000 351,000 867,000 Cama 2007 516,000 358,000 874,000 Cama 2006 550,000 358,000 908,000 Cama 2005 550,000 287,000 837,000 Cama 2004 550,000 199,500 749,500 Cama 2003 320,000 199,500 519,500 Cama 2002 275,000 199,500 474,500 Cama 2001 225,500 162,500 388,000 Cama 2000 225,500 162,500 388,000 Cama 1999 85,000 162,500 247,500 Cama 1998 65,000 163,500 228,500 Cama 1997 65,000 150,500 215,500 Cama 1996 65,000 136,520 201,520 Cama 1995 65,000 138,810 203,810 Cama 1994 65,000 121,860 186,860 Cama 1993 65,000 105,780 170,780 Over 1992 65,000 105,780 170,780 Over DIM 1 DIM 2 UNITS QL UNIT PRICE RCN AYB EYB DT EGON FUNC SP SP% RCNLD MKT VALUE 4 272 1068.00 A 7.98 8,682 1990 1990 2R 1,736 1,700 Df 3 02/nl/?Oix &,i i pnn 2hatham County Board of Assessors: 2017 Property Record Card 4-... http:/iboa.chathamcounty.org/DesktopModules/ChathamCounty/Boar... 2017 Chatham County Board of Assessors 4-0029 -17-013 Property Record Card 1 SHIPWATCH LN TYBEE ISLAND BUILDING SECTION I CON 8717$-1-2017 Resi r ------------------------------- Df 3 ION TYPE RCN AYB EYB DEP TYPE PHYS ECON FUNC OBSV I % TOTAL DEP % RCNLD U.FACT'OR MKT VAL 322,564 1990 MS 25.00 0.00 0.00 0.00 25.00 241,923 283 000 -------------------------- ----------------- --- - [Click for larger picture] DETACHED WALKWAY TO BEACH 4'X 272')1 SHIPWATCH COURT SECTION TYPE 1 -Main AREA 2304 TYPE 1 - Single-family Residence FRAME 1 - Stud Frame STYLE 2 - Two Story QUALITY 5.00 CONDITION 3.00 # UNITS 0 # OF BEDS / BATHS 313.10 COMPONENTS Units % QUAL R1 108 Frame, Siding, Wood 100.00 R2 208 Composition Shingle 100,00 R3 352 Heat Pump 100.00 R4 402 Automatic Floor Cover Allowance R6 601 Plumbing Fixtures (#) 14.00 R6 602 Plumbing Rough -ins (#) 1.00 R6 622 Raised Subfloor (% or SFJ 100-00 R6 642 Single 2 -Story Fireplace (#) 1.00 R7 711 Built-in Garage (SF) 1152.00 R11 904 Slab Porch (SF) with Roof 284.00 R11 904 Slab Parch (SF) with Roof 584.00 02/01/gn1R PRA ' r • _ • r ` s; �r. s 'f AL -new • :ririss�, v� - � .. � . �'�=_--'-•..Ila=;� . r�. 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Lisa Schaaf From: Barreiro, Deb <Deb.Barreiro@dnr.ga.gov> Sent: Tuesday, February 27, 2018 3:18 PM To: Debra Chester Cc: Lisa Schaaf Subject: 1 Shipwatch Lane Attachments: 20180227150621.pdf I was onsite today! there are seven (7) pink pin flags delineating the landward toe of the dune and there are three (3) pink tape flags identifying the states shore protection act jurisdiction (see attached for an approximation of the lines) call if you need any additional information db Z Z �X�q P R.K.J. Engineering Debra Chester 1 Shipwatch Lane Tybee Island, GA 31328 RE: Foundation Repair / Erosion Control R. Keith Joyce, P.E. 517 Pear Orchard Road Statesboro, GA 30458 (706) 302-2075 March 19, 2018 Mrs. Chester, The repairs described in the drawings dated November 6, 2017 are a long term solution to the erosion around the foundation of the house and elevated walkway. The repair will develop a buffer zone between the house and the berm so that adequate drainage can be achieved and the erosion will not further compromise the foundations. At the time of my inspection the foundations were partially exposed at multiple locations from previous storms. This foreshadows potential future structural damage to the property if repairs are not made. I I P a g e z Z �X�q PZ R.K.J. Engineering R. Keith Joyce, P.E. 517 Pear Orchard Road Statesboro, GA 30458 (706) 302-2075 Thank you for allowing R.K.J. Engineering, LLC to be of service. Please call with any questions or comments. Sincerely, Richard K. Joyce, P.E. 2 1 P a g e STRUCTURAL NOTES STRUCTURAL GENERAL NOTES AM SPECIFICATIONS: DIVISION 01 - GENERAL 1. The Engineer of Record only assumes responsibility for that which was prepared by the Engineer of Record. 2. Refer to Structural Cover Sheet for applicable structural codes. 3. The structure shown an thesedrawings rs structuroty sound any in its completed form_ The contractor shat] brace oil earth. fomn, corhnetel steel, wood. mosonry. to resist gravity, earth, wind and construction loads during construction. 4. Contractor shall exercise proper Precaution to verify all existing conditions and layout or work. Immediately notify Engineer of any discrepancies. Cantractor is re- sponsrb]e for any error resuting from failure to exerrisc such -ons or 5. Any Tact documents errors or obrougm discoveredttin the contract documents shall be brought to the attention of the Engineer before proceeding with related work. Otherwise, the correction of such items is the respon- sibility of the contractor and/or subcontractor. 6. Where a detail, typical detail. section, typical section ora hate is shown far one condition, it shah opgy for all like: or similar conditions uMess Otflerwise noted. 7. Should structure] conflicts occur affecting fit-upof structural material. contractor shot] notify engineer. Under no circumstances should structural material be modified to accommodate fit -up without the engineer s approvol. DMSION 02 - CONCRETE Foundation Criteria: 1. Interior column footings have been designed forplace- ment on original, undisturbed soil or compacted Fill material of 1500 PSF minimum bearing capacity. 2. All fill areas $hall be cleared and stripped of organic material under building or paving areae. Proof rolling ! cxivting sal and cumpiction of Ill oteria] to 9511 Standard Proctor stall be completed to within 12" of the bottom of the Boor slab to o distance of 8'-0" outside 01 building oreo before footing excavation is begun. The remaining 12" below the slab shall be compacted to 953 Standard Proctor. Parking areas shall be compacted to a minimum of 90% Standard Proctor. Any engineered struct- ural fill shall be placed in 8" lifts, maximum. Concrete: 1. All concrete canslruction shall conform to ACI 301, Specifications for Structural Concrete for Buildings, ACI Building Code 318, ACI 322 and Guide for Concrete Floor and Slab Construction ACI 302.111. 2. When tial . cold weather conditions exist during placement and curing of concrete that would impair the quality and "th of corarete, rral measures shall be token as specified in ACI 305 lint Weather Concreting" and ACI 306 "Cold Weather Concreting'. 3. Structural concrete shah be as follows. unless other- wise noted, 28 day minimum compressive strength: a) Footings h Foundations: 3000 PSI b) floor Slab: 3000 PSI Slump attained stroll be 4" (+/- I). Concrete for masonry idled cells may be placed with B' to 11" slump. 4. Unless noted otherwise, details of concrete reinforcement and accessories shall be in accordance with ACI 315, Manual of Standard Practice for Detailing Reinforced Con- crete Structures and CRSI MSP -1, Manual of Standard Practice, latest edition. 5. Reinforcing steel shall conform to to ASTM A615, grodc 60. and ASM A616. 6. Umess othienvise, noted, reinforcing lop splices shall be ACI Class B sp24 using the following lap lengths: l4�d5 30" 6 36" 7 42" 7. All we reirhforc'uhg steel shah be ASIA A709 and be free of d, scale, and rust Welding of bars stall con- form to ANSI/AWS D1.4 "Structurol Welding Code - Refnlorc- 'ng Steel'. 8. Wre mesh shall conform to ASTM A185: minimum lap to be f inches. 9. Provide corner bars of corners of concrete walls and footings. Size and spacing of bora shall match size and spacing of longitudinal bore in wags or footings. 10. Cmcrete slab and design criteria shod be as noted on the structural plans. 11. Place 6 mil (nom.) polyethylenevapor barrier under all building slabs on grade, lap 12" minimum. 12. Slabs on grodtr in, 11 be placed using strip placement. Sowed joints (noted os S.J. foundatien pion) shall be cut as soon as possible after slah is able to support weight of saw and be cut without covering_ Sawing shall be performed within 4 to 12 hours and absautey before 24 hours hasT $sed from time after first placement Saw joint nearest midpoint of strip first and then half -way between cuts ext. 13. Unless noted otherwise, minimum clear cover for rein- forcement shod be as follows: a. concrete cost against earth -3' b. formed concrete exposed to earth or weather - 1 1/2" for /5 bars and smeller. 2' for /6 bcm and larger. 14. Immediately upon final troweling of slabs, aaal with curing compound which meets or exceeds ASTM C-309 'Liquid Membrane -Forming Compounds for C."in Concrete." Coverage shot[ not be less than t gallon per 16o square feet of slab area or more if recommended to cur compound manufacturer (minimum of 8 to 10ing mil. 15. Floors shoo be finished to FF 35 and FL 25, minimum. 16. Do not add calcium chloride or other salty compounds to concrete without specific authorization by Structural Engineer. In no case shall calcium chloride exceed 1 percent. 17. Use Portlond Cement Type I or 11 conforming Io ASTM C150-92 Aggregates shall be normal weight conforming to ASTM C33. 18. Far every vertical or horizontal bar diScortinued by an openrg, one bar (rl of two bars) shall he added at the side of the openings. Stabs at comers of apsning% cut- outs and penetrations hsholl be reinforced with 2-/4 long) diagonals unless otherwise noted. 19. Pipes. ducts, conduits, etc. shall not be Placed in slabs unless approved by the engineer. (Place all pipes below slob). 20. Concrete exposed to weather shall be air -entrained 3.OR to 5. OK. Interior slabs shahave how content of 0% to 3S maximum. p t I R.K.J. 591n=n91I 'Debra hester Ih.C S.b T>eer wird, GA R. Keith Joyce, P.E. mk 517 Pear Orchord Road ' hh7omwn I RJc1 Statesboro. ra 30458 (7116) 3112-2.075 SPECIFlCAIION S0 R. Keith Joyce, P.E. 517 Peer Orchard Hood R.K.J. Engmeermg 510 3, --° (7706)W) wz-202075 D. br4 Chester t Shp.ehh Lone. Tytee WaM, G oole : �AEWS PLAN ----------------- -------------------- --------------- I r.+s ---+4 I I I I I I I I r ...... +.. I I +A r I I I I I 1 I 1 I t I t vrn-nr �•Y� u � a_z R. Keith Joyce, P.E. 517 Peer Orchard Hood R.K.J. Engmeermg 510 3, --° (7706)W) wz-202075 D. br4 Chester t Shp.ehh Lone. Tytee WaM, G oole : �AEWS PLAN E—Q lbue Rer P � — O.C. 0 Nrf.5 lrf fart SECTION — ttS SECTION B s : kts v TlP R- Keith Joyce. P.E. 5 7 Orchard Rood SWt.b—. GA 30458 R.K.J. Engineering , (7PO-6) 3M-2075 Debro Chester Dote 11/6/17 Dro.n 9y Sc R- LS S SECTIONS & DETAILS S2 Received: 11/29105 19:47; 11/28/2006 18:29 FAX 9128978151 0128076131 -r BUSH INSURANM AOENCY; Page 3 Q003 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. =2�002 NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE 1_Xp'ues July Read the Inshvctiom on Danes i -7. ` SECTION A - PROPERTY OWNER INFORMATION f For h AV3ftta Company Use- BUKDM STREfT ADMESS (Indurrmtj Apl.. Urkl Sulle, sndlor SMv. No.) OR P.O, ROUTE Cp'Y STATE RESIT EWIAL IATJT11D ACNGITUDE (OPSM414 - NOR1ZSNOTAL AATUIVI: - S4Uf� E: Cl GP (TVek_ I orf'- 4r - WAV Of Igl.AWSI* ❑ NAD 1927 E3 RAD 1983 d USGS Quad naso ❑ Otter: SECTION 13 - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION I TYBEE ISLAND 136161 1 CHATHAM I GEORGIA 1351 ER I C I 8r�f71 E- I EFFECT IR rEMK-0 DATE I ZONE (S) I (Zone AO, use depth of Ih o'diril 810_ Indicate 111e source of the Base Food Elevation (8FE) data or base flood depth onleted in B9. -- ❑ FTS Profile ® FIRM [) Community Delefmined ❑ Other (Describe): -- B-11, - tat1. Indicate Site devotion datwn used for the BFE in 89: W NGVD 1829 [3NAVD 1989 ❑ 0iher (Describe} 812. Is the m"Ap iamed Ina Coastal Bawler Resources System (CBRS) area or Otherwise Protected Arca (O PA)? Q Yes ®No Deslgnaflon Date SIECTION C- BUILDING ELEVATION INFORMAMON (SURVEIL REQUIRED) Cl- Bt&VnV efavaCrons are based on: [I Consttucffon Drawings' ❑ Building Under Conslructlan' 0 Finished Construction 'A Dew Elevation Catt(flcate VA be required when construction of the building is complete. 02.Ouli ft Diagram Number $ (Seted the building diagram most s4Ma( to the building for which this cerUticale is being completed - se e pages 6 and 7. if no diagram accurately represents Lha building. provide a sketch or photograph.) C3. Elevations - Zones All -A30, AE- AH, A (with BFE), VE. Vi -V30. V (with BFO. AR, ARIA, ARIAE, AR/A1-A30. ARIAH, AR1AO Complete Items C 3a -i below acaordtng to the bullring diagram specMad In Item C2. State the deLnm used. If the dalum Is different from the datum used for the BFE In Section B, convert 1I1e datum to that used for the BFE. Shaw field measttrom nls and datum cmwarsf on caiculalion. Use the spore provided or the Cornments area of Section D or Secllon G. as appropriate, to document the datum oonversion. Datum ___ ConvemlonIC;ommenls __ Elevation reference Marr Used _ 00es the elevalloo reference mark used appear on the FIRM? p Yes W No 0 a) Top of bolfom floor (MdurAng basement or enclosure) All-(rn) n b) Top of next Wier Boar a -0-(m) `X a c) Balton of toweal horizontal structural member (V zones only)Lk . Tfl.(m) o d) AlUdied garage (tap of stab o e) Lowest elevalion of machinery and/or equipment serAcIngthe boadury A.gB.(m) 41 z o A Lowest adwenl grade (LAG) A. 8b.(rn) � w o g) I�oe ghenl sdart grade WG) 12. "&(m) v h) No. of perniaftNt o m"ngs (flood vents) within 1 IL above adjacent grade Q o Q Total area of all permanent openings (flood vents) In C3h Qsq. in. (sq. rill) SECTION 0 . SURVEYOIL ENGINEER. OR ARCHITECT CERTIFICATION ITIi$ CeflifiC810n is 10 be. 3IqFW and sealed by a land surveyor, engineer, or architect eulfxrized by taw to certify elovoliol tnfprltallarl. I ssrfiEy that fire kdommrwn irr Secltou A. S. and C on this nerrllir:nle ropmsenls my hasf w7brfs to rrferprot file dere ava8ahre- 1 undersfarld f►raf en false slafemeM n� be pvnishRbJe by-frree oremp>rsonn fw under 78 U.S. Code. Secrim 1007_ _- CERIIF7ER'S NAW VAUGHT C. POWERS, Jit. LICENSE NUMBER 2812 T11LE WUIS EFC-U IA140 SURVEYt)R _ LYyMr�f1NY NAH1E CDfrMOrt & ASSdCMF5.1NG — _ - AI RESS CITY zir, C00e -- � Mhil . _ _S3AV a1412r -2 aSIGNATUIUi /t T— — �. - DIt1iJ3N TELEPHONE FEMA Form 81-31, AUG 09 SEE RE=VERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS 35'f IPF 5 29'29'30' E - 842.60' / 67.60' • 0 T 51/ , 5 23. 29'30` E - 447.95' L. 5 -r, W I I • ,-;; ' LOT C 4 ;s �ZLl f.._ 1 ... UP S 2 23.29'30' E - 426.30' - , RFCfIIEO f0R RECORD (w1 9 4 52 P? uaA,.: `14.()11 ELCRM1 S.C.G'.6.f1 POLK STREET 59' R/W WAM IT 111 [17 or I= 12" iu af- I• R y Iu yL1114 V�IN61X[WIL / ItFlatl'10.1C !! X11 MPI" ixmtrl Two Tr1111M 1111R'rp1�Nq"1v ISIS ,°f'•I�'`n,�f�'�'�' "pJ"li�l.' 4�0 LOT 4R - 1 SHIPWATCH DUNES- REVISED A SUBDIVISION OF LOTS 6,6,7,8,9 AND THE WEST 30' OF LAT 9A, BEACH BLOCK NO. 6, BAY WARD, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA. SURVEYED POR'. ERIC E. HOGAN ,1:511IIIaaa1ppp111 w `M Id" i tdli, y I�IIY a li Ifilfl Ili SS3� t {{Ill it . I AAA 1 IUI jig 1 an v lim IRRo vrtu IPO xrp 6 E "uc{ts r" III ` % ( �y N• 1' A" 11 110°niEyaCc( RW /NO o'fliC YT yk1 Y°R ° JIM S REIW P.[.[ Y.C. Mo t la oat0Ylt. IWL EMI IA.dlfln .-A.mI„ [ �,.� �� kilt• 1,1.• Y N, 'r1V /IL I1.NN •• N ` I* ]711ST Ih Of / - NrR.W Ih vluml ro Sui:c : Iarl rlar a n.,v a71 • 10. IY/ IIX M• 71 Book: 61 Page: 31 Seq:1 COASTAL RESOURCES DIVISION MARK WILLIAMS COMMISSIONER MAR 1 1 2#41 Debra and Steve Chester PO Box 1268 Statesboro, Georgia 30459 A.G.'SPUD' WOODWARD DIRECTOR RE: Letter of Acknowledgement, Shore Protection Act Permit #171, Debra and Steve Chester, Maintenance of Existing Dune Crosswalk, #1 Shipwatch Lane, City of Tybee Island, Chatham County, Georgia Dear Mr. and Mrs. Chester: This letter is in response to your recent request to maintain an existing private dune crosswalk located at #1 Shipwatch Lane, Tybee Island. The existing crosswalk was authorized on August 25, 1987 by SPA Permit #171 and includes an approximately 4' x 350' walkway attached to the back deck of your residence, The crosswalk is elevated over the dunes and attaches to an 8' x 8' deck located at the seaward dune. Stairs from the seaward deck land in the sand above the high water mark. Staff has conducted an onsite inspection of the crosswalk. The crosswalk, although serviceable, is in need of maintenance. The proposed work includes replacement of the decking and rails as needed. All work will be done within the footprint as the existing structure. The crosswalk will be elevated to a minimum of three feet above the existing sand dunes. All work will be done from the crosswalk using hand tools only. No additional trimming of vegetation is proposed. The Department authorizes the maintenance of the permitted private dune crosswalk as depicted in the attached drawing and description. Any additional activities within the Shore Jurisdiction of the State may require a Shore Protection Permit. No motorized vehicles are permitted on the crosswalk structure, except for motorized wheelchairs for handicapped persons. No vegetation is to be disturbed beyond the limits of the project during construction. Any incidental impacts to the dunes or vegetation must be restored to pre -project vegetated and topographic conditions, any backfilling must be beach quality and obtained from an upland source and not from the beach. The elevation of the crosswalk must be three feet above the dune vegetation to allow for sand movement. All construction must comply with Department of Natural Resources Sea Turtle Guidelines and the Tybee Island Beach Management Plan. This letter is not meant to exempt the above referenced activity from future environmental laws. This project must comply with all other Federal, State, and local statutes, ordinances and regulations. ONE CONSERVATION WAY I BRUNSWICK, GEORGIA 31520-8686 912.264.7218 1 FAX 912.262.3143 1 W1VV1'V.00A1',TALGADN RORG MAR 1 1 2011 #1 Shipwatch- Crosswatk Mu...Lenance LOP Page 2 of 2 If you have any questions or concerns about this project feel free to contact Ann Thran at 912- 617-6310 or by e-mail at ann.thran@gadnr.org. Sincerely, Bract Gane Chief Ecological Services Section enclosures: Project Drawings & Description CC-' Diane Otto, Planning and Zoning Manager City of Tybee Island ��I:" ,nay. tl e �� Il t ��.s iat 32v10'.:ti lU�� 6 " eb ��a 11 8 ..30 C)at��s 1 / + • /j ,� fT , r �r �6 ' 1% It � l6hlpwatch :_n,��yY�trc Island iaA. ll 1'i� ImAc:e-w Date Feb 29 -2008 'i' 0")uQ.' ion, -SD a'.Alju e c', '311 Eye alt 1036 tt r >>> "chester home" <schesterftulloch.net> 3/4/2011 10:10 PM >>> Dear Ann, I tried to get on Google Earth but did not quite make it and ran out of time so I called someone to take some photos which I have yet to receive.. ..THANK YOU for taking matters in hand and finding It for us on google earth (still want to subscribe as it looks fascinating! The address would be the City of Tybee, Permit Office (Do you have that address and if not I will find it and send to you And would you also be able to send a copy to us at Debra Chester, PO Box 1268, Statesboro, Ga. 30459. 'flank you again for being so timely and helpful! Best, Debra -----Original Message ----- From: Ann Thran [mailto:Ann.Thran@dnr state.aa.usl Sent: Friday, March 04, 2011 1:29 PM To: chester home Subject: Re: Replacement of boardwalk on original footprint at 1Shipwatch, Tybee Island, Ga Dear Ms. Chester, Please send me a mailing address for this request. I have downloaded a google photo of the crosswalk, so I now have what I need as far as a photo. Thanks, Ann >>> "chester home" <schesterc bulloch.net> 3/1/20117:48 AM >>> Dear Ms. Thran, We, the owners of 1 Shipwatch Lane on Tybee Island, Georgia are requesting a letter of confirmation from the Department of Natural Resources for the repair and maintenance work which must be done on our boardwalk to the beach from our home. The repair will require that all decking and rails be replaced on the SAME footprint and on the SAME pilings of the original walkway. Thank you for your timely attention to this request. A photograph of the boardwalk will follow, Best wishes, Debra and Steve Chester Max and Susan Manack 'I 1 I I I 1 I I I II II I I c e t I I I I I I I I I I I 5 Existing Shower Am Il I I I I I I I I ° m 4' R.F. Cancrste Slab over { I I I I 4' Granular w/ B mil V.B. I t ! ! rb I � Reinforced with Fiber Mesh I I I I I I I I I I I 1 113 36' Verify l I I I ! I I I I 12' I I I I I I I I I I I I I I I I II L— — — — ❑ - — — — — — — — – I I{ I 1 Lt _______T-----------------------------------------------� I T Rework Pasta p 7 I as Needed —Slap* to Drain —Slope to Drain io �V44 4" R.F. Concrete Slab over 4" Granular w/ 6 mil V.B. Relydorced with Fiber Mesh i _ ` — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 8 A Retaining Watt / GENERAL NOTES: Minimum Cover / Cast against earth – J' j Concrete: Exposed to earth or weather - 2' - As per IBC '12 and ACI – 318 All other reinforcement - 1Yy' Load*: Reinforcement: .% 1 — — — — Lire Load - 125 p.*.f. (elob)60,000 P•a.I. Dead Load 5D p.a.f. (slob) I lope shall be 48 x bar ♦ u.n.a . N I 03– 18' Elevated Wolk Slab will be 4' thick resting on 4 – 24' 2' Granular Fill 5 – 30' /8 – 38' Reinforced with Fiber Mesh Soils: J Design Strength: f'c = 3000 p.s.i. Allowable Bearing – 1500 p.s.f. T 8' 19 PLAN VIEW D Debra Chester Scale: N.T.S. Shipwatch Lane, Tybee Island, GA . Keith Joyce, P.E. Date 11/6/17 Drawn By �j1 R V�� 0 Pear Orchard Road Scale N.T.S. RKJ T517 p Statesboro, GA 30458 (706) 302-2075 PLAN VIEW S1 til ' Chamfer Typ, T.O.C. 102'-0' 3-#4 Bars 015" O.C.Existing House Pler #5 Bent Bars1 I® z4" O.C.=I— —r-#5 Bars Cont. #5 Bars Cont. F.F.E 1e0'-0' l—{ * 4' French Drain _ wrapped with Landscape Cloth III—III, or Equal I-IIIIII- I El. B.O.F, 98'-0' 2-05 Bars Cont. 2' SFnTInN A " �m er Typ. TA.O. 102'-0" SECTION B Scale: N.T.S. F.F.E 100'-0' ,French Drain rapped with Landscape Cloth r Equal Fl. B.O.F. 98'- -#5 Bars Cont. STRUCTURAL NOTES STRUCTURAL GENERAL NOTES AND SPECIFICATIONS: DIVISION 01 - GENERAL Concrete: 1. The Engineer of Record only assumes responsibility for 1. All concrete construction shall conform to ACI 301, 12. Slabs on grade shall be placed using strip placement. that which was prepared by the Engineer of Record. Specifications for Structural Concrete for Buildings, ACI Sawed joints (noted as S.J. foundation plan) shall be 2. Refer to Structural Cover Sheet for applicable structural Building Code 318, ACI 322 and Guide for Concrete Floor cut as soon as possible after slab is able to support codes. and Slab Construction ACI 302.11R. weight of saw and be cut without raveling. Sawing shall 3. The structure shown on these drawings is structurally 2. When hot or cold weather conditions exist during placement be performed within 4 to 12 hours and absolutely before sound only in its completed form. The contractor shall and curing of concrete that would impair the quality and 24 hours has passed from time after first placement. Saw brace all earth, forms, concrete, steel, wood, masonry, strength of concrete, measures shall taken as joint nearest midpoint of strip first and then half -way to resist gravity, earth, wind and construction loads „special Abe specified in ACI 305 Hot Weather Concreting and ACI 306 between cuts next. during construction. "Cold Weather Concreting". 13. Unless noted otherwise, minimum clear cover for rein - 4. Contractor shall exercise proper precaution to verify all 3. Structural concrete shall be as follows, unless other- forcement shall be as follows: existing conditions and layout or work. Immediately wise noted, 28 day minimum compressive strength: a. concrete cast against earth -3" notify Engineer of any discrepancies. Contractor is re- a Footings & Foundations: 3000 PSI b. formed concrete exposed to earth or weather- sponsible for any error resulting from failure to b Floor Slab: 3000 PSI 1 1/2" for #5 bars and smaller, 2" for #6 bars exercise such precaution. Slump attained shall be 4" (+/- 1"). Concrete for and larger. 5. Any discrepancies, errors or omissions discovered in the masonry filled cells may be placed with 8" to 1 1 " slump. 14. Immediately upon final troweling of slabs, coat with contract documents shall be brought to the attention of 4. Unless noted otherwise, details of concrete reinforcement curing compound which meets or exceeds ASTM C-309 the Engineer before proceeding with related work. and accessories shall be in accordance with ACI 315, "Liquid Membrane -Forming Compounds for Curing Concrete." Otherwise, the correction of such items is the respon- Manual of Standard Practice for Detailing Reinforced Con- Coverage shall not be less than 1 gallon per 160 square sibility of the contractor and/or subcontractor. crete Structures and CRSI MSP -1, Manual of Standard feet of slab area or more if recommended by curing 6. Where a detail, typical detail, section, typical section Practice, latest edition. compound manufacturer (minimum of 8 to 10 mils thick). or a note is shown for one condition, it shall apply for 5. Reinforcing steel shall conform to ASTM A615, grade 60, 15. Floors shall be finished to FF 35 and FL 25, minimum. all like or similar conditions unless otherwise noted. and ASTM A616. 16. Do not add calcium chloride or other salty compounds to 7. Should structural conflicts occur affecting fit -up of 6. Unless otherwise noted, reinforcing lap splices shall be concrete without specific authorization by Structural structural material, contractor shall notify engineer. ACI Class 8 splices using the following lap lengths: Engineer. In no case shall calcium chloride exceed 1 Under no circumstances should structural material be 4 24" percent. modified to accommodate fit -up without the engineer's 5 30" 17. Use Portland Cement Type I or II conforming to ASTM approval. 6 36" C150-92. Aggregates shall be normal weight conforming to 7 42" ASTM C33. DIVISION 02 - CONCRETE 7. All welded reinforcing steel shall be ASTM A706 and be 18. For every vertical or horizontal bar discontinued by an Foundation Criteria: free of oil, scale, and rust. Welding of bars shall con- opening, one bar (min. of two bars) shall be added at the 1. Interior column footings have been designed for place- form to ANSI/AWS D1.4 "Structural Welding Code - Reinforc- side of the openings. Slabs at corners of openin s, cut- ment on original, undisturbed soil or compacted fill ing Steel". outs and penetrations shall be reinforced with 2-#4 {3-0" material of 1500 PSF minimum bearing capacity. 8. Wire mesh shall conform to ASTM A185; minimum lap to be 6 long) diagonals unless otherwise noted. 2. All fill areas shall be cleared and stripped of organic inches. 19. Pipes, ducts, conduits, etc. shall not be placed in material under building or paving areas. Proof rolling 9. Provide corner bars at corners of concrete walls and slabs unless approved by the engineer. (Place all of existing soil and compaction of fill material to 95% footings. Size and spacing of bars shall match size and pipes below slab). Standard Proctor shall be completed to within 12" of the spacing of longitudinal bars in walls or footings. 20. Concrete exposed to weather shall be air -entrained 3.0% to 5.0%. bottom of the floor slab to a distance of 8'-0" outside 10. Concrete slab and design criteria shall be as noted on the Interior slabs shall have air content of 0% to 3% maximum. of building area before footing excavation is begun. The structural plans. remaining 12" below the slab shall be compacted to 95% 11. Place 6 mil (nom.) polyethylene vapor barrier under all Standard Proctor. Parking areas shall be compacted to a building slabs on grade, lap 12" minimum. minimum of 90% Standard Proctor. Any engineered struct- ural fill shall be placed in 8" lifts, maximum. CITY OF TYBEE ISLAND LAND DEVELOPMENT CODE °-a=l MAP AMENDMENT APPLICATION Applicant's Name \ie- Page I of 3 11J�,s L-9 Fee $500 Applicant's Telephone Number 9 12 (.e9c2- S S� Applicant's Mailing Address �2 —i � If within two (2) years immediately preceding the filing of the Applicant's application for a zoning action, the Applicant has made campaign contributions aggregating to more than $250 to the Mayor and any member of Council or any member of the Planning Commission, the Applicant and the Attorney representing the Applicant must disclose the following: a. The name of the local government official to whom the campaign contribution or gift was made; b. The dollar amount of each campaign contribution made by the applicant to the local government official during the two (2) years immediately preceding the filing of the application for this zoning action, and the date of each contribution; c. An enumeration and description of each gift having a value of $250 or more made by the Applicant to the local government official during the two (2) years immediately preceding the filing of the application for this zoning action. Disclosure of Campaign Contributions form attachment hereto: �Lk-Yes GpcJvS.-<—e� re of Applicant Signature of Owner �1aq �f t3 Date Date NOTE: Other specific data is required for each proposed Map Amendment, City Official Date Rezoning documentation This request for rezoning is located in a commercial area. The two parcels in front of these lots are zoned C-2. The largest percentage of the lots we are requesting action on are already C-2 zoning. The city already has water and sewer services in the area. There is an unopened right of way from which we are in the process of gaining access as well as an easement for the western lot. These lots are buffered from the nearest residential lots by unopened streets, 5t" and 6th Ave. The marsh buffer will be maintained as required by the city. Page 2 of 3 NOTE: This application must be accompanied by additional documentation, including drawings and/or text that include or illustrate the information outlined below. Indicate in the spaces provided whether or not the required information is provided. YES or NO REFERENCE DESCRIPTION 5-020 (D) An amendment to the zoning map is considered to be an amendment of the Land Development Code. Such action requires a hearing by the Planning Commission and approval by the Mayor and Council at a scheduled public hearing. 5-040 (E) (2) An application for a map amendment shall include the following information; 5-040 (E) (2) (a) A map or plat of the land in question, and a description by metes and bounds, bearings, and distances of the land, or if the boundaries conform to the lot boundaries within a subdivision for which a plat is recorded in the land records of Chatham County then the lot, block, and subdivision designations with appropriate plat reference; and, 5-040 (E) (2) (b) The area of the land proposed to be reclassified stated in square feet if less than one acre, and in acres if greater than one acre. 5-110 Section 5-110, Standards for Land Development Code or Zoning Map Amendment Approval, identifies standards and other factors to be considered by the Mayor and Council in making any zoning decision. The Applicant should provide written data addressing each of the below listed standards and factors to assure consideration of applicable information. 5-110 (A) The existing land use pattern; 5-110 (B) The possible creation of an isolated district unrelated to adjacent and nearby districts; 5-110 (C) The existing population density pattern and the possible increase or overtaxing of the load on public facilities; 5-110 (D) Whether changed or changing conditions make the passage of the proposed amendment reasonable; 5-110 (E) Whether the proposed change will adversely influence existing conditions in the neighborhood or the city at large; 5-110 (F) Potential impact on the environment, including but not limited to drainage, soil erosion and sedimentation, flooding, air quality, and water quality and quantity; 5-110 (G) The reasonableness of the costs required of the public in providing, improving, increasing or maintaining public utilities, schools, streets and public safety necessities when considering the proposed changes; 5-110 (H) Whether the proposed change will be detrimental to the value or improvement or development of adjacent or nearby property in accordance with existing requirements; 5-110(1) Whether the proposed change is out of scale with the needs of the neighborhood or entire city; 5-110 (J) Whether the proposed change will constitute a grant of special privilege to the individual owner as contrasted with the adjacent or nearby neighborhood or with the general public; and, 5-110 (K) The extent to which the zoning decision is consistent with the current city master plan or other local planning efforts, if any, of the city. The Applicant certifies that he/she has read the requirements for Land Development Code Map Amendments and has provided the required information to the best of his/her ability in a truthful and honest manner. Signature of Applicant Date Page 3of3 CITY OF TYBEE ISLAND CONFLICT OF INTEREST IN ZONING ACTIONS DISCLOSURE OF CAMPAIGN CONTRIBUTIONS Have you within the past two (2) years made campaign contributions or gave gifts having an aggregate value of $250.00 or more to a member of the City of Tybee Island Planning Commission, or Mayor and Council or any local government official who will be considering the rezoning application? YES NO IF YES, PLEASE COMPLETE THE FOLLOWING SECTION: NAME OF GOVERNMENT OFFICIAL CONTRIBUTIONS OF $250.00 OR MORE GIFTS DATE OF OF $250.00 CONTRIBUTIOP OR MORE IF YOU WISH TO SPEAK CONCERNING THE ATTACHED REZONING APPLICATION, THIS FORM MUST BE FILED WITH THE ZONING ADMINISTRATOR FIVE (5) DAYS PRIOR TO PLANNING COMMISSION MEETING IF CAMPAIGN CONTRIBUTIONS OR GIFTS IN EXCESS OF $250-00 HAVE BEEN MADE TO ANY MEMBER OF THE PLANNING COMMISSION OR MAYOR AND COUNCIL. Signature Printed Name (i Date �4 p -q is CITY OF TYBEE ISLAND � Page I of 3 LAND DEVELOPMENT CODE TEXT AMENDMENT APPLICATION Fee 500 Applicant's Name Applicant's Telephone Number �{2-- both Applicant's Mailing Address70 If within two (2) years immediately preceding the filing of the Applicant's application for a zoning action, the Applicant has made campaign contributions aggregating to more than $250 to the Mayor and any member of Council or any member of the Planning Commission, the Applicant and the Attorney representing the Applicant must disclose the following: a. The name of the local government official to whom the campaign contribution or gift was made; b. The dollar amount of each campaign contribution made by the applicant to the local government official during the two (2) years immediately preceding the filing of the application for this zoning action, and the date of each contribution; c. An enumeration and description of each gift having a value of $250 or more made by the Applicant to the local government official during the two (2) years immediately preceding the filing of the application for this zoning action. Disclosure of Campaign Contributions form attachment hereto: AL7' Yes gnature of Applicant Date NOTE: Other specific data is required for each proposed Text Amendment. ... ............... ... ................. .................. ..................... .......... . ............... ...........I ............... ........... City Official Date Page 2 of 3 NOTE: This application must be accompanied by additional documentation, including drawings and/or text that include or illustrate the information outlined below. Indicate in the spaces provided whether or not the required information is provided. YES or NO REFERENCE DESCRIPTION C 5-020 (E) An amendment to the text of the Land Development Code requires a hearing by the Planning Commission and approval by the Mayor and Council at a scheduled public hearing. 5-040 (E) (1) In the case of a text amendment, the application shall set forth the new text to be added and the existing text to be deleted. 5-110 Section 5-110, Standards for Land Development Code or Zoning Map Amendment Approval, identifies standards and other factors to be considered by the Mayor and Council in making any zoning decision. The Applicant should provide written data addressing each of the below listed standards and factors to assure consideration of applicable information. 5-110 (A) The existing land use pattern; 5-110 (B) The possible creation of an isolated district unrelated to adjacent and nearby districts; V— 5-110 (C) The existing population density pattern and the possible increase or overtaxing of the load on public facilities; Y— 5-110 (D) Whether changed or changing conditions make the passage of the proposed amendment reasonable; 5-110 (E) Whether the proposed change will adversely influence existing conditions in the neighborhood or the city at large; Y5-110 (F) Potential impact on the environment, including but not limited to drainage, soil erosion and sedimentation, flooding, air quality, and water quality and quantity; 5-110 (G) The reasonableness of the costs required of the public in providing, improving, increasing or maintaining public utilities, schools, streets and public safety necessities when considering the proposed changes; 5-110 (H) Whether the proposed change will be detrimental to the value or improvement or development of adjacent or nearby property in accordance with existing requirements; 5-110(1) Whether the proposed change is out of scale with the needs of the 5-110 (J) neighborhood or entire city; Whether the proposed change will constitute a grant of special privilege to the individual owner as contrasted with the adjacent or nearby neighborhood or with the general public; and, 5-110 (K) The extent to which the zoning decision is consistent with the current city master plan or other local planning efforts, if any, of the city. The Applicant certifies that he/she has read the requirements for Land Development Code Text Amendments and has provided the required information to the best of his/her ability in a truthful and honest manner. Signature of Applicant Date CITY OF TYBEE ISLAND CONFLICT OF INTEREST IN ZONING ACTIONS DISCLOSURE OF CAMPAIGN CONTRIBUTIONS Page 3 of 3 Have you within the past two (2) years made campaign contributions or gave gifts having an aggregate value of $250.00 or more to a member of the City of Tybee Island Planning Commission, or Mayor and Council or any local government official who will be considering the rezoning application? YES NO /< IF YES, PLEASE COMPLETE TJFOLLOWING SECTION: NAME OF GOVERNMENT OFFICIAL CONTRIBUTIONS OF $250.00 OR MORE GIFTS DATE OF OF $250.00 CONTRIBUTION OR MORE IF YOU WISH TO SPEAK CONCERNING THE ATTACHED REZONING APPLICATION, THIS FORM MUST BE FILED WITH THE ZONING ADMINISTRATOR FIVE (5) DAYS PRIOR TO PLANNING COMMISSION MEETING IF CAMPAIGN CONTRIBUTIONS OR GIFTS IN EXCESS OF $250.00 HAVE BEEN MADE TO ANY MEMBER OF THE PLANNING COMMISSION OR MAYOR AND COUNCIL. Signature Printed Name Date 3 a2Qf Zoning Map Amendment It is hereby ordained that the zoning map is hereby amended so as to change the following designated properties from the zoning currently shown on the zoning map to the amended designation below: Parcel 4-0003-07-009 to be rezoned from C-2 & R-2 to C-2 Parcel 4-0003-07-005 to be rezoned from C-2 & R-2 to C-2. The zoning map is to be marked so as to reflect this change. 2017 Chatham County Board of Assessors Property Record Card -_..---------- _..-.._.._ _--- -- APPRAISER MJVtHOMAS i LOT E REGMENATION OF LTS B & C WD 1 TYBEE PRa 35P 34 .52ac LAST INSP 11/23/2015 1 APPRZONE 000008 i SALES �BOOK IPAGE )NS VI OU—RSN PRICE j 11 Jul 2006 309MO173 QC V U UQ i Picture Unavailable GRANTOR -,JUNG MOLA CHU i GRANTEE: CHU ROBERT M I 25 Feb 2009 TY09 RET VAL EMT 2/25109 LFN )9 Jan 2007 2007 NEW PN COMBINATK)N OF 4-3-7-6 & 4-3- - ^ m 7-7 PER PRB 35P 34 01/03107 ATW. MNL] A USE DESC 06656 RESIDENTIAL V L FRONT DFP7H UNITS ! TYPE PRICE 0 0 1.00 -LT 96900.00 GAGIS 4-0003-07-009 STH AVE TYBEE ISLAND VG LCTN TOPO OTHER ADJ1 AD -12 ADJ3 ADJ4 MKT VALUE I SZ85 RE -50 A-30 62800 CHU ROBERT M f CAMA ASW - 7726 JOHNNY MERCER BL 162,800 62,$00 LAND 1 SAVANNAH GA 31410 BLDG 0 OBXF 0 3 162,600 62,800 Cost -MS_� PROPERTY USE 0006 RFSICENTIAL f j UTA {]004 Tybee Warld NBHD 020222.00 T222 TYBEE= HORSE PEN 1 BGA PTIONS HISTORY LAND IMrIR TOTAL 2016 63,M0W 63,700 Over 2015 53,700 63,700 [[ Over 2014 63,700 63,700 Cama 2014 63,700 63,700 OYer 2013 63,700 63,700 2012 104,000 104,000 Carna 2011 104,000 104,000 Cama 2010 129,000 129,000 MAV 2009 129,000 129,000 I Over { 2008 266,500 266,500 Over 2007 - --- 266,500 A1C VG LCTN TOPO OTHER ADJ1 AD -12 ADJ3 ADJ4 MKT VALUE I SZ85 RE -50 A-30 62800 2017 Chatham County Board of Assessors �1��,� . �" 4-0003-07-005 Property Record Card RFPRAISER LESTEPh1 LOT RECON81NAT1ON OF LTS 205- 210 & 231-235 WD 1 TYBEEPRB 32P26 A5ac !LASTINSP 03123!2018 IAPPRZONE 000008 'SALES_,_ BOOKIPAGE 11 Jul 2006 309M 0173 GRANTOR -,JUNG MOLA CHU GRA NTE: CHU ROBERT M INS V1 OU RSN PRICE ac V U U0 09 Mar 2010 TY2010 RET VAL ENT 25 Feb 2009 TY09 RET VAL ENT 2125709 LHN i 13 Feb 2006 2006 NEW PN SPLIT OUT OF 4-3-7-2 PER PRB 32P26 2113ID6 ATW. [ .AND D# USE DESO 08652 RESICIFW AL V L 5TH AVE TYBgE ISLAND CHU ROBERT M I,ICAMA ASMI 7726 JOHNNY MERCER BLVD{98,800 98,800 LAND 1 SAVANNAH GA 31410 I BLDG 0 OBXF 0 I 198,800 98,800 Cast - MS ES PERTY 113E 0005 RESIGENTIAL 0004 Tybee Island D 020222.00 T222 TY BES I-{OP,SF_ PEjy /'TIONS FRONT DEPTH UNITS1TYPE PRICE 0 0 1.00 -LT 96900.00 DRY -----LAND .._..--- IMPR TOTAL—_�-� 100,600 100,600 Over 100,600 100,600 Over 101),600 100,600 Cama 100,600 100,6(3(1 Over 10D,600 100,600 Carrs 201,500 201,500 Over 201,500 201,500 Over 201,500 201,500 MAV 201,500 201,500 Over 201,500 201,500 Over 31)9,500 309,500 Carrs 259,500 259,500 Ceara . 332500 AIG 3 LGM TOPO OTHER ADA ADJ2 ADJ3 ADJ4 MKT VALUE —� ^^^---_SZ70 RE -40 98800 cl/ 4 ,Qexq 4S—c71D �"e23(—o23(v U�a�cP (�Secvv+ I �� `� W--2,+ S Old Republic National Title Insurance Company * k SCHEDULE A(Continued) ALL THAT CERTAIN LOT, TRACT OR PARCEL OF LAND SITUATE, LYING AND BEING IN THE STATE OF GEORGIA, COUNTY OF CHATHAM AND BEING KNOWN AND DESIGNATED AS LOT "A", OF A RECOMBINATION OF LOTS 205-210 AND LOTS 231-236 WARD 1 TYBEE ISLAND GEORGIA, AS �O SHOWN UPON A MAP OR PLAT PREPARED BY BERT B. BARRETT, JR. RLS# 2225 DATED NOVEMBER 7, 2006 ENTITLED "RECOMBINATION PLAT OF LOTS 205-210 & 231-236, WARD 1, TYBEE ISLAND, GEORGIA FOR ROBERT M. CHU" AND BEING RECORDED IN THE OFFICE OF THE CLERK OF SUPERIOR COURT CHATHAM COUNTY, GEORGIA IN PLAT BOOK 32-P, PAGE 26, TO �\ WHICH EXPRESS REFERENCE IS HERETO MADE FOR A MORE PARTICULAR DETERMINATION OF THE METES, BOUNDS AND DIMENSIONS OF THE PROPERTY HEREIN DESCRIBED. SAID LOT "A" HAVING A PHYSICAL ADDRESS ON 6TH AVENUE, TYBEE ISLAND, GEORGIA 31328 WITH PROPERTY IDENTIFICATION NUMBER 40003-07005. AND ALSO ALL THAT CERTAIN LOT, TRACT OR PARCEL OF LAND SITUATE, LYING AND BEING IN THE STATE OF GEORGIA, COUNTY OF CHATHAM AND BEING KNOWN AND DESIGNATED AS LOT "E", OF A RECOMBINATION OF LOTS_B & C, OF A RECOMBINATION OF LOTS 205-210 AND LOTS 231-236 WARD 1, TYBEE ISLAND, GEORGIA, AS SHOWN UPON A MAP OR PLAT PREPARED BY BERT B. BARRETT, JR. RLS# 2225 DATED DECEMBER 7, 2006 ENTITLED "RECOMBINATION PLAT OF LOTS B & C OF A RECOMBINATION OF LOTS 205-210 & 231-236, WARD 1, TYBEE ISLAND, GEORGIA FOR ROBERT M. CHU" AND BEING RECORDED IN THE OFFICE OF THE CLERK OF SUPERIOR COURT CHATHAM COUNTY, GEORGIA IN PLAT BOOK 35-P, PAGE 34, TO WHICH EXPRESS REFERENCE IS HERETO MADE FOR A MORE PARTICULAR DETERMINATION OF THE METES, BOUNDS AND DIMENSIONS OF THE PROPERTY HEREIN DESCRIBED. SAID LOT "E" HAVING A PHYSICAL ADDRESS ON 5TH AVENUE, TYBEE ISLAND, GEORGIA 31328 WITH PROPERTY IDENTIFICATION NUMBER 40003-07009. SUBJECT TO THAT CERTAIN INGRESS AND EGRESS EASEMENT DATED DECEMBER 28, 2017 AS RECORD IN THE OFFICE OF THE CLERK OF THE SUPERIOR COURT CHATHAM COUNTY, GEORGIA IN BOOK PAGE FURTHER SUBJECT, TO ALL VALID RESTRICTIONS, EASEMENTS AND RIGHTS-OF-WAY OF RECORD. ORT Form 4308 GA (revised 40012) Schedule 13-I & 6 -II ALTA Commitment for Tille Insurance 6108 SIXIN A WNUE 60- Rl,'W (Afor OpEN) .r C44 LO 2 7 x 70 x 6AW ?W 14 PF IRV PH 14 PF o� $.7B x x 5,66 12 4,23 LOT A 2 Z Z 0. 156 SALT MARSH Pm 110 LAO 12 x.292 WLAS1 Q 74 5 TOTAL ACRES. :Q LO 10 153 7.49 M JA 2.61 Ak 2 71 Ll 1. 408 x 6,07 5 A L "T M A R $ -H 5,34 GA DNR JURtSM700L U%E 4. 17 A6 0ELMATED BY ft%kMCES*Lm0- 3603 CON%IJLTAKM *ANUARY 2018 1 1 -4 41 L2 0 3,46 .7 1 Ft r Lo Lo V 1�1 PO 14 411.2' ACCZSS EST IRF S 3D 5.73 am � � WAIW vmw L - *L. CED 5 T —1 5 - -to 2. 4-60 5,74 x x 1 &7fl q\ ,it> I I i I 8 � z s I a e I y I I o F F n� I �3� I I R msr S).SYYb 99' " (us Mwwr w) N d- 24 F° p i F 8 � z s 'y4 G F F n� � •�. � III ��¢ F � � nl �oF - I� I le• m y+ Ik v_ �R $ly. S a-0 I I s s i yoga I msr S).SYYb 99' " (us Mwwr w) N d- 24 F° p 'IBOUNDARY !UF(1(;R.SFf11L' ;NU TREE SLRVf:Y OF LOT A, A R$COMBINATION OF LOTS 231 - 233, WARD I CfTY OF TYBFF fSLANp, CIfATIfA.$f C1OUVTy GWR(IIA '4 "# k' 8 � z 'IBOUNDARY !UF(1(;R.SFf11L' ;NU TREE SLRVf:Y OF LOT A, A R$COMBINATION OF LOTS 231 - 233, WARD I CfTY OF TYBFF fSLANp, CIfATIfA.$f C1OUVTy GWR(IIA ens0u nY 6tTE BREWER Lnw�sunvcrnvc; Pi I. Ba. iil 1•,mkr, GT i1?_ rnig[v brccrnunxv.�om Phmet�il}85kup5 AI.)F� w&SF IMR5..cu[u IWS _ PRP—.v &I) FOR: TYBEP VACATION ,R6'NTA.LS NOT SEN W R/W r .. rrrrrr.yrr _ 21 ftaa 1867f,7--3 e 25'ii 1 i4, Qi r 1� 230 229 x•45 ksw a: es f 1{>X.;<?Ilr^:- ' f4 &D � 7./ S t9'45'QQ" W 5 x.i4,F � . � Q T` D � � � I \'/ r_ . P4AEtt 7lL CCC E FA�IE„ZnT wt£ A;, %LW I AII&ER 10. 4 j M _ 1 fes" 1 niC7" C); O's RML t y Y ANIC 1T FIFTH AVENUE 60' R/W .. 10J:o� 1i=i�:BENG1r`� nw i 4. KAT OF 2;1 205"212 $c 231,% }3�'SER'i8 I?AR1i£ir ?: {iLr l"q 14) `'00 13 G��ot &C� n8o 4 flu C-2 _2 t i 1 r 7/ C-2 t r C-2 �. t _ r 5 j 2B Q � i 1rF !r t - 2 R-T 4611 ' 7 � r �. ` 18 JR1B r 'rt tr t (1771 '� 11 R-2 city owned 1' ��\ ;'° PROJECT\01152-C 12-5-17 2:29:03 prr EST -REFERENCES: 1. PLAT OF LOTS 205-212 & 231-236 BY BERT B. BARRETT. SR. RLS 1239 DATED 2/07/69, 2. PLATS OF LOTS 211 & 212 BY BERT B. BARRETT, SR. RLS 1239 DATED 4/09/92, 10/21/97 & 8/19/98. CURVE RAa LENGTH TANGENT CHORD -UEARING 'DELTA Cl 648.51' 7.57' 1 3.78 7.57' 1 S 69'59 40 E 40'30 40' LINE DIRECTION DISTANCE L7 5 7015 00" E 8.07' L2 S 70'15'00" E TOO L3 S 19-4500 W 6.00 L4 N 70'15 00 W 2.00 L5 N 19-45'00" E 6.00' L6 S 19-45'00' W 17.69 L7 E 70"15 00' E 17.53 26 P _13 g2 L 0 T `A' OF A RECOMBINATION OF LOTS 205-210 & 231-235 P.R.B. 32P-26 SIXTH AVENUE 60' R/W ( NOT OPEN ) R.B.F. w � o � 0 n N PLAT OF LOTS 229 & 230 0 BY BERT B. BA ETT, SR. RLS 1239 -DATED '6/27/87 JI 230 229 E � U o m EXISTING BR{CK PAVERS poi 1/ � N 19'45'00" E STATE OF GEORGIA _EASEMENT PLAT CKATHAM COUNTY PLAT OF AN INGRESS & EGRESS EASEMENT & A SIGN EASEMENT LOCATED ON LOTS 229 & 230. WARD 1. TYBEE ISLAND, GEORGIA. FOR: ROBERT M. CHU DATE OF SURVEY: DECEMBER 6, 2006 & NOVEMBER 30, 2017 DATE OF PLAT: DECEMBER 5, 2017 0 = INDICATES CALCULATED POINT SCALE: 1"= 2D' C.M.F. = CONCRETE MONUMENT FOUND R.H.F. 1/2" REBAR FOUND 0' 20' 40' BERT BARRETT, JR. LAND 5URVEYING, P.C. E.C.C. FIELD 1/ 12,753 145 RUNNER ROAD c ERROR/PO1NT� 2" SAVANNAH, GA. 31410 A9J. METHOD NONE (912) 897-066[ E.O.C. PLAT 1/ 135,768 LSF 000671 TOTAL STATION GEODIMETER 610 Sook: 51 Page; 271 Page T of 2 FIFTH AVENUE 60' R/W ( NOT OPEN ) THIS PLAT IS A RETRACEMENT OF AN EXISTING PARCEL OR PARCELS OF LAND AND HOES GEORG/9 NOT SUBDIVIDE OR CREATE A NEW PARCEL OR MAKE ANY CHANGES TO ANY REAL PROPERTY BOUNDARIES. THE REGOROINC INFORMATION OF Ti1E DOCUMENTS, MAPS. -PLATS. OR OTHER LS TqF3 INSTRUMENTSPARCELS PJLAT IMPLY'APPROVAL THIS ODES NOT O.FLOCAL JURISDICTION. A ALA9iJTYDOF PERMITS , COMPLIANCE WITH LOCAL REGULATIONS OR REQUIREMENTS, OR ISATARLITY FOR ANY USE OR PURPOSE OF THE LAND. FURTHERMORE, THE UNDERSIGNED LAND SURVEYOR CERTIFIES THAT THIS PLAT COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR UNa.2225 PROPERTY SURVEYS IN GEORGIA AS SET FORTH IN THE RULES AND REGULATIONS OK THE103GEORGIA BOARD OF REGISTRATION FOR PROFESSIONAL ENONEERS AND LAND SURVEYDRS 1 U -)N , 12' INGRESS & EGR EASEMENT L5 d , J z x 6 L3 o 96.3i'� - S 19'45'00" LW 'PRIVACY 6 FENCE POST B' H?GH WOOD FENCE o O L 0 T /E' FOUNDATION ON CORNER 2'X6' SIGN EASEMENT - OF A RECOMBINATION OF LOTS B & C f OF A RECOMBINATION OF 3 211 212 LOTS 205-210 & 231-236 0 P.R.H. 35P-34 o PLAT OF LS 211 & 212 N BY GEORGE M_ REIRA RLS 2607 0 o z RFCORDFO INIP.R.B. 40P-93 n z STATE OF GEORGIA _EASEMENT PLAT CKATHAM COUNTY PLAT OF AN INGRESS & EGRESS EASEMENT & A SIGN EASEMENT LOCATED ON LOTS 229 & 230. WARD 1. TYBEE ISLAND, GEORGIA. FOR: ROBERT M. CHU DATE OF SURVEY: DECEMBER 6, 2006 & NOVEMBER 30, 2017 DATE OF PLAT: DECEMBER 5, 2017 0 = INDICATES CALCULATED POINT SCALE: 1"= 2D' C.M.F. = CONCRETE MONUMENT FOUND R.H.F. 1/2" REBAR FOUND 0' 20' 40' BERT BARRETT, JR. LAND 5URVEYING, P.C. E.C.C. FIELD 1/ 12,753 145 RUNNER ROAD c ERROR/PO1NT� 2" SAVANNAH, GA. 31410 A9J. METHOD NONE (912) 897-066[ E.O.C. PLAT 1/ 135,768 LSF 000671 TOTAL STATION GEODIMETER 610 Sook: 51 Page; 271 Page T of 2 FIFTH AVENUE 60' R/W ( NOT OPEN ) BERT B, BARRETT, JR. Vi. S. 2225 THIS PLAT IS A RETRACEMENT OF AN EXISTING PARCEL OR PARCELS OF LAND AND HOES GEORG/9 NOT SUBDIVIDE OR CREATE A NEW PARCEL OR MAKE ANY CHANGES TO ANY REAL PROPERTY BOUNDARIES. THE REGOROINC INFORMATION OF Ti1E DOCUMENTS, MAPS. -PLATS. OR OTHER LS TqF3 INSTRUMENTSPARCELS PJLAT IMPLY'APPROVAL THIS ODES NOT O.FLOCAL JURISDICTION. A ALA9iJTYDOF PERMITS , COMPLIANCE WITH LOCAL REGULATIONS OR REQUIREMENTS, OR ISATARLITY FOR ANY USE OR PURPOSE OF THE LAND. FURTHERMORE, THE UNDERSIGNED LAND SURVEYOR CERTIFIES THAT THIS PLAT COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR UNa.2225 PROPERTY SURVEYS IN GEORGIA AS SET FORTH IN THE RULES AND REGULATIONS OK THE103GEORGIA BOARD OF REGISTRATION FOR PROFESSIONAL ENONEERS AND LAND SURVEYDRS AND AS SET FORTH IN O.C.0-A- SECTION 15-6-67. , & BA4�RF BERT B, BARRETT, JR. Vi. S. 2225 7I000'-'GG (MA pL} SIXTH AVENUE 60' R/W (NOT OPEN) K.H.F. L 0 T `A' RECOMBINATION OF LOTS 205-210 & 231-236 P. R.B. 32P-26 o � FOUND ohs ti ry� R.B.F. N19'45'00" E ---� 205.00' *lzl 25.00 LI:120.00' / / J 60.00' m V�p=<z Q tl , 25' MARSH BUFFER LINE LIGHT POLE M A R S H .tl . L l 0 T f Q� NATURAL �-- �� alr, L O T o' 4 DNAL LINE PIAN NOOGE—\ -3:4 a a I L OCT. 2005 p ry o0' Lo to Z CA _ 1 0. N 19'45'00" E 155.12' + _ 145.00' _ 60.00' 205.00' S 19°45'00" W — ao FIFTH AVENUE 600 R/W ( NOT OPEN } IF LOTS B & C OF A RECOMBINATION 31-236, WARD 1, TYBEE ISLAND, GEORGIA. 0 t7 0 W LO p r 0 BRICK PA�EMENT 230 229 O.G.S. OVERHEAD POWER LINE 211 120.00' R.S.S. NEXT TO LEANING B.C.M.F. 212 — S 19'45'00" W C. M. F. .-® 00 0 Z ft 0) w LJ 1074 ma 0 i '�hOfM7`4�. STAFF REPORT PLANNING COMMISSION MEETING: April 16, 2018 CITY COUNCIL MEETING: May 10, 2019 LOCATION: Parcel 4-0003-07-005 and 4-0003-07-009 APPLICANT: Carrie Efird EXISTING USE: Empty lots residential ZONING: C-2 and R-2 USE PERMITTED BY RIGHT: With rezoning OWNER: Carrie Efird PROPOSED USE: Commercial and PROPOSED ZONING: C-2 COMMUNITY CHARACTER MAP: Marshfront Neighborhood APPLICATION: Map and text amendment from C-2 and R-2 to C-2. PROPOSAL: The applicant is requesting to change zoning from C-2 highway business and R-2 one and two family residential to just C-2 to allow for commercial uses. ANALYSIS: These lots were given a split zoning when the C-2 corridor was created. This causes confusion for property owners as it only allows for the uses of the less restrictive district. These particular parcels are abutted by marsh, commercial property, and unopened right of way. The Comprehensive Plan describes the Marshfront Neighborhood in which it lies as follows: Along the marshfront exist residential uses of various ages, sprinkled with intermittent commercial uses. Zoning classifications are R-1, R-1 B, R-2, and E -C. Providing natural habitat, scenic views, and access to the water via docks and creeks, natural resources here require special consideration. The description does not mention that there is C-2 zoning in this area. Comprehensive Plan — Community Character Area The Marshfront Neighborhood Recommended Development Strategies Meets Strategy YIN or N/A 1. Permit only uses compatible with the area character y 2. Permit only uses that will not adversely affect/impact the marsh environment y 3. Enforce marsh buffer ordinance within the area y 4. Prioritize tree preservation to protect the scenic and habitat value of the area Y I STAFF FINDING Staff believes that split zoning should not have occurred in the first place and causes confusion among property owners or potential property owners. The County tax assessor was also confused as the property record cards also mislabeled the zoning. Due to the isolated location staff believes that commercial uses and/or residential over commercial are acceptable as long as the marsh buffer is enforced. Staff recommends approval ATTACHMENTS A. Map Amendment application (3 pages) B. Photographs (2 pages) C. Property card (2 pages) D. SAGIS map (1 page) 2 This Staff Report was prepared by George Shaw.