The URL can be used to link to this page

Home My Public Portal AboutHWY 80_1114 (2).pdfDATE ISSUED: 084 -2013 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT TREE REMOVAL 1114 HWY 80 TYBEE WEDDING CHAPEL LLC PO BOX 1576 TYBEE ISLAND GA 31328 912 -507 -3939 HERRINGTON TREE SERVICE INC 1019 PERRY COVE SAVANNAH GA 31410 P $3,651.00 $ 0.00 PERMIT #: 130486 TOTAL BALANCE DUE: $3,651.00 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 bold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org CITY OF TYBEE ISLAND TREE REMOVAL PERMIT APPLICATION Telephone: (912) 786 -4573 • Fax: (912) 786 -9539 Address of Property / / (% 41/ ( ( e Owner's Name ,/ Applicant's Name ��tl Owner's Address /44- S n x2-2-157— Applicant's Address 422 4 ' e__ Owner's Telephone fit �6. ? Iv 9' Applicant's Telephone q7,r 2 6' 6 • 3 3 gS` REQUIREMENTS FOR TREE REMOVAL • Must maintain a density of 3 trees per 4,500 square feet. All trees with a 6" diameter at 4.5 feet above ground count toward the density count. • Significant trees may be removed only under certain circumstances and must be replaced inch - for -inch in like species with minimum 2 -inch diameter trees or be otherwise mitigated. (See reverse side for definition.) • By accepting the Tree Removal Permit, the property owner and the applicant agree to comply with all requirements of the Tree Ordinance including mitigation requirements, planting specifications and tree survival requirements. APPLICATION Scaled plot plan showing location, size and species REQUIREMENTS of all trees on the lot which have a diameter of 6 inches or all proposed improvements, and property setbacks. proposed replacement trees. (If replacement is proposed for with the same information notated.) more at 4.5 feet above ground, all existing improvements, Mark all trees proposed for removal. Mark the planting location, size and species for all another parcel of land, a plot plan of that parcel is required Explain the species of tree(s), the reason for removal, and the lo ation a �r # _� t of the tree(s) fr'i Y mini, d I L ,,,Z `4' 4/47f .d Q I have reviewed the Tybee Island Land Development Code, Article 7, Tree Removal Regulations, and hereby agree to comply with the provisions thereof. I derstand a Tr- e Removal~Permit Application may require 5 days to process. Owner or Applicant Signature ^2 i /e, Date "a ,, '-/3 Owner or Applicant Printed Name L r W 23 41 4 44 % z 7-'6 gpit/ City Official Date ®P / / S el-r/t- ? 4Cc./ /3 Permit Fee eir SD, 00 Palms Up -a to o APPROVED n DENIED MITIGATION PL 7 (P 1 Mitigation Required? YES (v� 11 NO r'tl L I L/ 7'` Ls 1 L enpais 7 J'' c. lG�• -e_ vhce_e6(.5A-1,5---e-X7 &7 e s 1( 4fr 'N i a - 4( -a(,0 -�3 L 1 -4,271r-& //zoa• ' (L'40]_„a J4■4/2- t S1' 3' SHRUB STONE DRIVE 10' BSL 5ASEMENT 8'41 ASS 12'OAK • SHRUB 1�N Q.41F,K l t 14" 0 z m z Q to 4.OAK STIR (JCTURE UNDER -CONSTRUCTION (STRUCTURAL PREVIOUSLY PERM! r1 ED) GEORGIA D.O.T. NOTES: 1. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. RIGHT —OF —WAYS MUST BE APPROVED AND PERMITTED THROUGH THE GEORGIA D.O.T. 27"7'«g.�R SPECIAL HANDICAP RAMP NOTES 1. ALL HANDICAP RAMPS SHALL BE CONSTRUCTED AND "TINTED" AS PER ADA GUIDELINES AND REQUIREMENTS. and Stt \\ Georgia a waters Of 3 CONCRETE BLOCK RETAINING ANADONED) TIDAL_ MARSH AND CREEK TRAFFIC AND RIGHT -OF -WAY NOTES: I . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY Of TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK. 3. CONTRACTOR IS TO OBTAIN A R.O.W. PERMIT PRIOR TO PERFORMING ANY WORK WITHIN THE CITY OF TYBEE ISLAND RIGHT -OF -WAY. 4. CHLORINATED DISINFECTED WATER SHALL NOT BE DISCHARGED INTO THE STORMWATER SYSTEM. TIDAL MARSH AND CREEK DEMOLITION PLAN SPECIAL BUFFER NOTE : GENERAL NOTES: I , DIMENSIONS ARE IN FEET AND DECIMAL OF FEET UNLESS NOTED OTHERWISE 2. LIMITS O F CLEARING AND GRUBBING 5 HA L L MATCH THE PROPERTY LINE BOUNDRYOR AS SHOWN ON THE PLANS. COORDINATE ALL CLEARING ACTIVITIES WITH THE EN6/NEER/OWNER. 3. ALL COORDINATE5 AND BEARINGS SHOWN ARE BASED ON A SITE COORDINATE SYSTEM. CONTRACTOR SHALL VERIFY PRIOR TO THE START OF CONSTRUCTION 0 2 ' We O woo U r CC zmz W� moE u) Li Q > U1 W (� 0 4. BENCHMARKS SHALL BE VERIFIED BY THE CONTRACTOR AS TO LOCATION AND ELEVATION PRIOR TO THE START OF CONSTRUCT /ON. 5, ALL ANGLES ARE .90 DEGREES UNLESS OTHERWISE NOTED. Contractor and Owner Is to be familiar with and implement the latest publication titled the "Coastal Riparian Buffer Guidance Manual" prepared by the UGA River Basin Center and supplied as a courtesy by the City of Tybee Island, Georgia. 6. CONTRACTOR SHALL 'VERIFY THAT OVERALL SITE DIMENSIONS AGREE WITH THE INCREMENTAL LAYOUT DIMENSIONS AS SHOWN. ANY DISCREPANCIES WITH DIMENSIONS AND COORDINATES OR PROPERTY LINES SHALL BE ADJUSTED AND APPROVED BY THE ENGINEER. 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING HORIZONTAL AND VERTICAL CONTROL ON THE SITE BASED ON EXISTING MONUMENTS. ALL COSTS INVOLVED /N LOCATING THE EXISTING MONUMENTS AND CARRYING THE STAKING LAYOUT TO THE SITE SHALL BE BORNE BY THE CONTRACTOR. C NTACT =? MINIMUM OF 72 ; .'•::ZS NIP TO D;',G.'d; pRCTLCT1� .�, 8. CONTRACTOR /5 RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING Of CONSTRUCTION AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 9. CONTRACTOR TO VERIFY ACTUAL BUILDING DIMENSIONS WITH ARCH. PLANS. f �c nip/ I- 800 -28E SEE PLAN 10, ALL RADII ARE 5` UNLESS OTHERWISE NOTED. 4" CLASS "A" 4,000 P.S.I. CONC. `- COMPACTED SUBGRADE NOTE: PROVIDE CONTROL JOINTS 4' -0" ON CENTER SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABALY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. DRAWING NUMBER 15' 30' I I 3 OF 5 SHEE ! s 0 • and Stt \\ Georgia a waters Of 3 CONCRETE BLOCK RETAINING ANADONED) TIDAL_ MARSH AND CREEK TRAFFIC AND RIGHT -OF -WAY NOTES: I . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY Of TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK. 3. CONTRACTOR IS TO OBTAIN A R.O.W. PERMIT PRIOR TO PERFORMING ANY WORK WITHIN THE CITY OF TYBEE ISLAND RIGHT -OF -WAY. 4. CHLORINATED DISINFECTED WATER SHALL NOT BE DISCHARGED INTO THE STORMWATER SYSTEM. TIDAL MARSH AND CREEK DEMOLITION PLAN SPECIAL BUFFER NOTE : GENERAL NOTES: I , DIMENSIONS ARE IN FEET AND DECIMAL OF FEET UNLESS NOTED OTHERWISE 2. LIMITS O F CLEARING AND GRUBBING 5 HA L L MATCH THE PROPERTY LINE BOUNDRYOR AS SHOWN ON THE PLANS. COORDINATE ALL CLEARING ACTIVITIES WITH THE EN6/NEER/OWNER. 3. ALL COORDINATE5 AND BEARINGS SHOWN ARE BASED ON A SITE COORDINATE SYSTEM. CONTRACTOR SHALL VERIFY PRIOR TO THE START OF CONSTRUCTION 0 2 ' We O woo U r CC zmz W� moE u) Li Q > U1 W (� 0 4. BENCHMARKS SHALL BE VERIFIED BY THE CONTRACTOR AS TO LOCATION AND ELEVATION PRIOR TO THE START OF CONSTRUCT /ON. 5, ALL ANGLES ARE .90 DEGREES UNLESS OTHERWISE NOTED. Contractor and Owner Is to be familiar with and implement the latest publication titled the "Coastal Riparian Buffer Guidance Manual" prepared by the UGA River Basin Center and supplied as a courtesy by the City of Tybee Island, Georgia. 6. CONTRACTOR SHALL 'VERIFY THAT OVERALL SITE DIMENSIONS AGREE WITH THE INCREMENTAL LAYOUT DIMENSIONS AS SHOWN. ANY DISCREPANCIES WITH DIMENSIONS AND COORDINATES OR PROPERTY LINES SHALL BE ADJUSTED AND APPROVED BY THE ENGINEER. 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING HORIZONTAL AND VERTICAL CONTROL ON THE SITE BASED ON EXISTING MONUMENTS. ALL COSTS INVOLVED /N LOCATING THE EXISTING MONUMENTS AND CARRYING THE STAKING LAYOUT TO THE SITE SHALL BE BORNE BY THE CONTRACTOR. C NTACT =? MINIMUM OF 72 ; .'•::ZS NIP TO D;',G.'d; pRCTLCT1� .�, 8. CONTRACTOR /5 RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING Of CONSTRUCTION AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 9. CONTRACTOR TO VERIFY ACTUAL BUILDING DIMENSIONS WITH ARCH. PLANS. f �c nip/ I- 800 -28E SEE PLAN 10, ALL RADII ARE 5` UNLESS OTHERWISE NOTED. 4" CLASS "A" 4,000 P.S.I. CONC. `- COMPACTED SUBGRADE NOTE: PROVIDE CONTROL JOINTS 4' -0" ON CENTER SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABALY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. DRAWING NUMBER 15' 30' I I 3 OF 5 SHEE ! s