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HomeMy Public PortalAbout07-0396 Brooks s,F s • a CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 09-12-2007 PERMIT#: 070396 WORK DESCRIPTION: TREE REMOVAL-3 OAKS&2 PALMS WORK LOCATION: 1714 CHATHAM AVENUE OWNER NAME BETTY A.BROOKS ADDRESS PO BOX 1913 CITY,ST,ZIP TYBEE ISLAND GA 31328-1913 PHONE NUMBER 629-6440 CONTRACTOR NAME STEPHEN REMLER CONSTRUCTION ADDRESS PO BOX 13471 CITY STATE ZIP SAVANNAH GA 31416 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEE'S CHARGED $ 50.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $ 0.00 TOTAL BALANCE DUE: $ 50.00 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. Ci;&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 CITY OF TYBEE ISLAND '� TREE REMOVAL PERMIT APPLICATION Property address: n\ Ct,,44 Date: LoSi25301 Owner's name: - Ibvita e \‹-s Applicant's name: S RE ` Owner's address q0. 10,4 I'9E) Applicant's address:A:),3 - ` 3tck R Owner's telephone: cl k 2 (a-4.e\ , com0 Applicant's telephone: c -L r Z ,40,04(.0 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 defmition.) • 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 REQUIREMENTS Please attach: Scaled plot plan showing location, size and species of all trees on the lot which have a diameter of 6 inches or more at 4.5 feet above ground, all existing improvements, all proposed improvements,and property setbacks. Mark all trees proposed for removal. Mark the planting location, size and species for all proposed replacement trees. (If replacement is proposed for another parcel of land, a plot plan of that parcel is required with the same information notated.) EXPLAIN NEED TO REMOVE TREE(S) j 3 .5/71.4 0/1-eS bpi 7 ,C..o c.a fe_ 2 h -/e 6 tz / rel-tj '4-1v o f rL,i c - 1-0 672• ,tio 2 . - / MITIGATION PLAN / -C / 71- coll— de4-63- //) z-6cD /0:/2_ .4-7,1 6/91 a// vie z ►�e . 9- 2 palAn 1..-t.47-- A) P e c v o e t / ," 4// 02 &.4i2 y d pa_.' lms s I have reviewed the Tybee Island Land Devel ent Code, Article 7,Tree Removal Regulations, and hereby agree to comply with the provisions there..,ivp Applicant's signature: t44-40 Date: Au. oc-- (p ,Zook Owner's signature: Date: APPROVAL Zoning Administrator: -, /' Date: ' 1N P„ ,'' Li V C. B Q= m�Ne bl-r I VARIES •! I if o 1V\V\ °b \ m 8TH STREET o a� ..,,,o' °9 0.5' to ' \\ \� / i/ \ .. - ., \ \\3 1 \ \\ \ iW = 1 11 y VICINITY MAP I GRASS SWALE CROSS-SECTION EA'31 A^a' NOT TO SCALE y� 4 140:447 NOT TO SCALE ) O Y p LEGEND / , • , /^`( 1��p �!Grj•• BENCH MARK ^, ccwc,.� ypry r , V j� `-' • IRE IRON ROD FOUND _"'�z fE • IPF IRON PIPE FOUND p uI I • • 3 Q UPS IRON PIPE SET °y� C / • q N CMF CONCRETE MONUMENT FOUND A •L�! ` s �•� ,.`L7 •® GI GRATE INLET 1. $j�, PROPOSED \0. . ,L �I' U A PP POWER POLE sravt OVERLAND FLOW : \ o`' 4) G ° 5 MN GUY WIRE • • ., K PROPOSED ` DIRECTION, TYP. U p, 0 CO SEWAGE CLEANOUT ��77t,� ROPOSED aye 7 0 WLAT WATER LATERAL .•%' e�' - GRASS ^� 'o) SSMH SANITARY SEWER MANHOLE SWALE B.M�rs_ �jj��_6 BOO jt \ ° FH FIRE HYDRANT .: 5� • 'r go /H a°C4 ..P� \ %6? i i ICV IRRIGATION CONTROL VALVE • {�{{ ��7p,,,�,� •` pw WM WATER METER / m " y" 00 O`'u'1 PA* 7' 141 Qr�, \ 69 ' %h 'y0 --OHPL-- OVERHEAD POWER LINE • ' , RC3OQ • ° "�'' -vy/yQ•"r•72 \ � o --RCP-- REINFORCED CONCRETE PIPE ®.. ,I,;, \� •_a �q R? PR0�OSED SILT // / °a �--W-- WATER LINE 7 \ Sp. • FENCE, /// / y tipo--UGP-- UNDERGROUND POWER c s GRAVEL / V --UGC-- UNDERGROUND CABLE : , , ,, PROPOSED y \lp�� . ,v�/ / _ °q, „I R/W RIGHT-OF-WAY / , SPAT �Og$ r• 4...."�so o I �9 y' 9 ELEVATION a A/C AIR CONDITIONING UNIT R 00. '•I' p0.,• 22 PECA \`S.t \ ' A •RCP REINFORCED CONCRETE PIPE 7- o' •.(' L '� // / /o GUY ID HDP HIGH DENSITY POLYETHYLENE(PIPE) .;♦ xy \ -�N/•.•.. ,�2rJ� L '9.7/ l F .' Cg IE INVERT ELEVATION �G O' �' ICV• Q f ,1 • \ a ' DB DEED BOOK d R , .: y: pC , \. -I� \ / o GRAVE4• PRB PLAT RECORD BOOK (' Ow` \ •"B "1(X. / / q sMe SUBDIVISION MAP BOOK y�` \., ° �' DRAINAGE CALCULATIONS - PIN PARCEL IDENTIFICATION NUMBER 0 �_ ^ I ° BFE BASE FLOOD ELEVATION 7 y G x .r„ O"PECA \ 0•MSL MEAN SEA LEVEL p••• -4,, r / �`P ° , C 7 ? C 4 la . C \ 14, t,,/ °{ Ditch Capacity Calculator Po, `' _ 2jC 4* Or b ./VA,*>,•w 1 using Manning's Formula E•WATER LAT'RAL n R/Q QL �� P q•I.�• , ,' • Q TREES w ,c •,' U �ry,,�Q 6 •,I4.„..,....j� oP I Existing Grass Swale-South Side°f Property la 66 xbp N 4'.9 p.�`'3 co'' •y cI:IT LO LIVE.OAK : ,ti \\v,\ y0o'I ,.1:�I�. Top Width= 13.feet• o OAK �x • bHP ..,R' PR„OPOSED rp PROPOSED qfy%%i• ya •• �' Bottom inn= o.s�kat ,g 4 •PM PALM _ •O.VERLAND'FLOW c R lar;.eII�pre, P PEC PECAN DIRECTION. m TWO STRORY�\ ,, e�.I==w Fall= 042 feet .� [�] per m teat or distance ^ Ltj . RESIDENCE zOP/ C/ rFaemr= Dab / oosa case N •Giti1'£L I�1 • IPF EXISTING OVERLAND ;• '3-' /' 'Results calculated �� o �� • FLOW DIRECTION, TYP. `10.' 1f.j4i:$ =1 -- // 1 X11 •r • • f� 6_ fcrosssection= 1.95square feet NOTES: •' ••.: •' 0 r `° �' = wwioiwiwiwiawi��•. - v - Does oa _.. - 1/-I,1••'4 ry O \$C.. :/ Are Wetted Perimeter 1301384 feet ^ O �' y \`4ry�. ,�•' �,• Hydraulic Radius 0 14984 O r O O 1. PROPERTY ADDRESS: 1714 CHATHAM AVENUE •' ;,' LIVE 0 SWALE EXISTING GvA.,s :=•=•:==w=e=-7l�•�=•=•==w•=�=•••: a ectty- feel Per seco •.q�' v• TYBEE ISLAND,GA 31328 : „ •' • 1.fp '/D'K. •� \ 44•:•:•:•:•:&:•:•:41:0:0:440:•:••M •i•i n Mi i i• i•i i •i Ditch capacity- 0.4 cubic per second �� N IRE . / Calcu area M 2.PARCEL IDENTIFICATION NUMBER:4-0009-01-004 '� \ 'o XII w •• we •ww •wfVeII.i • yea .. .. _._ -- o fllYy 3.'HIS PROPERTY IS CURRENTLY ZONED:R-2 wM„ • Iowlw/w•w0 ewoaoi•wo oa w•w•. t.••!,• ' . • a 4.BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE • 0 '\y,�., e • } w•!�!•r•!•!•!4•!•w•!•w•!•!•io•!• Post Developed Drainage Calculations - -- AS A SPECIAL ? •.6 ti e9\ x`'" Ile�w•ew•dI•e•!•!•!•w•e•!^w•w•!� F3 FLOOD HAZARD AREA AS DETERMNED BY FEDERAL EMERGENCY MANAGEMENT • • * -.'PALM, \ •• ••w,•w•o•'w w•• south Side of Lot o os aces y • • _ ***41::".1,111...� w„w_• ♦ lw4.w9www♦•MAP REVISED:JUNE INSURANCE 1988 BASE FLOOD ELEVATION:135164,PANEL NGVD 29 e"' 6ya ... °ry \ ^ y •!ooi�i •• eI n CIA _.. ._ -__- -. 8,THIS IS TO CERTIFY'MAT THIS SURVEY IS BASED UPON DEEDS)OR OTHER %. ,,' .•. .•�.' y5 `. u•-.••..•••, PROPOSED GRAVEL T 10 �� DOWMQR(S)FURNISHED TO THIS OFFICE OR DEED(S),MANS)),PLATS)AND/OR •' '• ' ' •,•• \ PR* •SED SILT m . �'w•w•w•w•s• �.: CONSTRUCTION •EXIT Imrvvear atmm,= -- i.3's�nrm H du CHARTS LOCATED IN THE REGISTRAR'S OFFICE AND THIS SURVEY DOES NOT AKE • "•�' .'r8'•: 16 PAL y6 b a"OAK \ ^.!w:e�- .. x FENcE, -. b � .._ • �^ Crea= - - 045 acres -.-. G t. ANY REPRESENTATIONS WARRANTEE OR GUARANTEES AS TO THE OWNERSHIP ON • y• `,�:, • •. k \ o �I THE LAND SHOWN IN THIS SURVEY,THIS BONG A LEGAL WESTION WHICH WOULD ^ ^ •-' ` r 77 1 • V J I�. REQUIRE A TILE EXAMINATION. 0 ,� a ' y'' / a CIA= 0.20 CFS ... _ FBI r 'I CD 8,ALL ELEVATIONS BASED ON MEAN SEA LEVEL DATUM(NGVD 29), y. H. 6. `•C:I CO„ y'>- 3;7'f� R'' Er 7.ALL BUILDING SETBACKS ARE TO CONFORM TO LOCAL ZONING ORDINANCES. I 4 rneretere the Existing GrceeS Wale has adequate conveyance &THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS COVENANTS,OR • 0B 4,1„GC__ �.• - .. V W RESTRICTIONS EITHER RECORDED OR UNRECORDED, p 9.BOUNDARY WAS TAKEN FROM OTHERS AND HAS NOT BEEN PROVEN BY I w ....',' /JGP ^y yo / �. ,�, W KERN-COLEMAN&COMPANY Ditch Capacity Calculator . �1 10,1HIS PROPERTY BOUNDARY IS A COMPILATION OF PLATS DRAWN BY OTHERS AND IS �9D 00,5 7�0. If " •NOT THE PRODUCT OF A COMPLETE BOUNDARY SURVEY PERFORMED BY �S "`A7'C A / . using Mannag's Formula - r' KERN-COLEMAN&COMPANY N 4612 '12 i,k l :9y' r.( /R G BOgY PAS f1 Cp• � q� A�•j� I yj'•u Proposed Grass Swale-North Side of Property p 3/",��HpT � /y,�40.14y -Y•r�,�y�S�TjJ�}}A3�V� '..., Top wialn= s-reei.. _-- - 3,•QTIa9 ?CIVO n,tei A'Irr / •/ / Bottom width= 0 feet -_ .� °04 •'� �,E{^C• Depth Fell= ,key w �4 `GRAVEL Fall= 05.feet per 100 feet of distance 7y / / Grade= 0005.or 05% n FxClor= 060 •n y P y' , R Its alculated p y. Area f lion 3 square feel • B " '� '•' ; Welted Perimeter 6.324555 feet '9 i> I hp A / / - Hydraulic R E,us 0474342 second .. REFERENCES y. y feet 4r / �B • •vel°cky 0 160 feet p•1.DEED BOOK 302 T,PAGE 261. - 2.MAP BOOK 2,PAGE 7 k B. a •y e% / Calculated DtchCapacity- 0.6 cub feet per second DRAWING TITLE: 3.HISTORICAL MAP BOOK 4,PAGES 149&149. / °L. i y .. .. - 4 ,- 3` IRF /h © , / I \6 / Post Developed n''"qe Calculations DRAINAGE 4 Nodh Silo of Lot 0.0]acres _- R P].A.J N CD 1 UTILITIES PROTECTION CENTER `�� / T "nine= Ifar 25 year storm= 7.33 in/hr CALL THREE WORKING DAYS / Crea = - acres 045 SCALE: 1"=20' BEFORE YOU DIG \ GRATE INLET n=co C� PROJECT NO: 070419.000 0.23 CPS`9. MAG NAIL ASPHALT / 702:9.65' °3 IC:2.91'(NORTH) Therefore the Proposed Grass Swale has adequate conveyance DATE: 05/2007 V THROUGHOUT GEORGIA 29�6.e2 MSL /87,/i. ,� yp° ==/t7 yy IE:z.ze'(souTH) / DRAWN BY: TLC i1-800-282-7411 a B' 4S H / CHECKED BY: TMC NOT FOR CONSTRUCTION FOR SSMH z o' ��, 'ir 4 R SHEET NO: 0 w IE:-0. B 4 SURVEY DATE: 05-24-07 / '10 PERMITTING PURPOSES ONLY! IE:-o.21''(NORTH) 1 1 IE:-o.zY(sou TH) s .5 20' 10' 0' 20' 'a 10-0.10'((EAST) a Eo.s9'(wEST) B © GRAPHIC SCALE: 1°= 20' O