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Home My Public Portal AboutJONES AV_905.pdfCITY OF TYBEE ISLAND COMMUNITY DEVELOPMENT DEPARTMENT ON, P.O. Box 2749 403 Butler Ave.,Tybec: Wand, GA 3 W 328 111honef912086-4573 - 1`ax(912'17W-b- )539 Swimming Pool, Spa and Hot "I" ab Permit Application E **MN & C0NTRA(.',"T'0RS,1GNA' URE,"s J Q D** I.,k)Cat.!011oi'woi-k(std 'eetacldress) 905 JON ESAVENUE .. .. ...... .......... C.ontractor ARCHITECTURAL P'O ' 0 " LS ............... Electrician JEFF ISITEWART __......m..... Address 101 VVINDHELD Dr, SAVANNAH, GA 31406 Address HINESVILLE GA Narm & contact number DEMETRE 912-224-0611 Nagne & cornact mitnber 912-312• 3441 Name orpfolyerty 0%;me• MARYANN l: EL. . ........ . . Mailin- address, ofproperty owrier , 905 JONES AVENUE TYBEE ISLAND, GA 31328 ... ... . .. . ..... - ----- Tdcfilmov nurnber of property owner 631-258-4784 Detai,ls of prqjeo A 1'1'x 23' FIBERG- LASS SWIMMING POOL Residenlial x Cornrner6al EstimatcA cost of consvuction AR swimmirip pool, spa. and hot tub installations are required by l,tNjl to kj fign',,ji inspection. Do,,poi make final payment to the contlaclor withoul fivsl requiring as copy of the final jjjSjjeCfioIrk to assure the work is Triple td and t(�Jc pompliant D'ca not use the pool, sp;i or hot tub unfil it has pulsed final inSPCC6011. 4% 12/24/2014 46- st nah re Dale ARYAN DELGIL0CE 12/3012014 C nP, 'for j mALse lrkte DEME'rR YRIACOS 1 . ...... ... 4n name Inspection requhvments; sublnrudk •cquarcd vvillt tlpj�plicafioll: L Elocit icaI Rwjg➢ -in (ininimurn oforw inspection; nLftjJjjj)k, * I copy of'suvey depicting locations of pool/spa/hw wb, equiplmni, tencing, cle. &2 sos tlfqm-cificafiows ol"khe equillpiclit so vik:ing' klm, rlooPsyrnvhol tul) - inspections ifappficabie) -3 sxis (if drairtlg!e phall by a desi�n pyof'cssimlal, if��pphcabk� Electric,-d *3 sels cW,,,oill coninq lAm by a de , Sign 3. Pro.ject Final (itleludes jnN)ccfion of 'required barrier, access m S2,% Plan Review Deposik (kcapp4cd to ponoir: find'oited ifpl(rioek is ilyantioned) gates,self" - Wching devices, door ilaryms", etc., as app: ficabk-.) Land Developmentf'odr,A rficle 3, Goneral Provisions Section 3-1 ft Sminimbig pool requirements and placement. All swimming! flools, spas, and munas shafl comply with the following requirements: (A) Application lot as per-mit to consintet a lowjlmn4ig pool, sl3a, or sautm nimst be submiqo(l to the birdiding ofliciaL The, stmettwal pkms must be approved by zbe building official prior to the issuatwv: of a pertnit olid the beginnhig of collsMlcdol1 aud/or excavation. A drainage, plan prepamd by a registerceir profcqsional oighwer %vifl be required wdcss 011 v*y staff llefulnlrnes that due to The size, mcillod w'constnictic'n. location, or other of [lie propow'd '51vimrnilig, (Soot, spa, ors;nuia! a drainage plail is under the cimunstances. (8) Swimming pools, spas, and saunas aml.wppoiflng electrical and. mechanical cquiplrwnl "Itly be located in eilher iheside ot rear Yatt-Cj till(I Shall J)V alt le"jt lire feet rjr,nj tile Ilt il,f ty jjl1e. (C) Swimming pool, spa, and mima constructioll Tpust Ineet all requirements offfic code.;i odol'aud by die City ofTybee island. j)) Once a swianning pool, spa, or smula mid its acccswyie�" have PSSCLj ', final it 511all be a v olation ofillis orkilnancc to remove or alfer any 4)rtjlc eq 4itticnt that is required hy� ihe Imemalional Residcntiaal Code — AppmEc G, the lowrm-nianal Building Code -Section 3W, the Nalional Ulccfijcj1 Cl'wle, alld dw Goorgia Stale Anlendmenu. Failtwe to maintain the &afety T-chited and/or eletmical cquipment in good and working order shan constitute a viOladolt of1flis ordinixice. No swimmag pools, spas, or sau"n's shall be plac-Ai across, on, Of' be'lulah arly lrAEjiry ensemcmrs nor sball arty' wility casement be granted whj�cjl bkI ccls ij INV (") feel of ally 1111-%lt buffers 'its delincatQd by the Goirgio Department ofNitural JZC$'OUJ•T& tF wl-wll a swiztmling pool, its desk, cK nthcr accessory to a swiliming pool is prop1 wd! for conswoction oil asitc that has ilreadv beol imploved., flic mvillitilhig Pool plans atul pumit v-plicaflonhM be rcvaewed by the Cily Engineer. (a) If there is an approved driinago. plan For the site the City Engillecr will revivor the plans fimr div. swilm-ning, pool', deck arld accessory SUILCUIR Q) kmsoru dial: If (bey will matedw0ty afl, :cl the dmioage of the site the applicant will hwve fee J'JaV, a ij,"JilLIg, Pl"j, P,q,orcj by to design pmfe4siunal b6orca pumit Ra- die swimming pool, deck or accessory will lic issue d. (b) ffffic.aitc was hrq)r oved witimul a dminage ldan, the City l"711giie9 (Will jrjV (hc llool plus and peyn:dt appljcsiaon to cnsvlr,,, that tfic swimming pod J, deck, Or aJCCCSSOT-y &RUCtIlte Wifl ow imease the alliount of rull-off lctiviyas the s4c' 4. Lisa Schaaf From: Downer Davis <c1kdbus@gnnai1.conn> Sent: Tuesday, January 20, 2015 10:39 AM To: Lisa Schaaf Subject: Fwd: 905Jones Attachments: IMG-0069.JPG; 21403601.doc Just left the site where I met with Phil, the Owner, and Demetre, the Contractor. I had not previously had access to the rear of the property. Demetre's intent is to use the staggered board on board wooden fence as restriction of the low amount of increased runoff. Additionally, he discussed the break point was clearly further to the rear than shown on the permit, I concur with Demetre and all of my comments have now been addressed, contingent on his concurrence that any above record of our meeting. On a separate note, the field work is not in accordance with the permit. 1) The fence on the north side of this lot is being partially removed to allow the pool to be delivered as Demetre advised he could not get the pool through the side yard. Demetre advised the real estate agent had told him it was alright. I defer to the City on this matter. Fm not aware of real estate agents having such rights, but that's not my purview. It has been my experience that the City has required written documentation from such owners or their agents in the past, 2) Demetre advised he'd be expanding the sediment barrier to go down later today beyond the limits of that shown. It's my opinion that such deviations from permit exhibits are not necessary and that the permit exhibits should more closely represent the construction activities. Attached is my invoice. Please advise if you need further assistance in this matter. Downer Lisa Schaaf From: Downer Davis <dkdbus@gmail.com> Sent: Tuesday, January 20, 2015 9:30 AM To: Lisa Schaaf Cc: Ecological Planning Subject: Re: In response to the resubmittal to the City three (3) business days ago, I offer the following response: 1) The revision to the sheet indicates that there will be a V dropoff from the pool's side walkway on the north side to the adjacent ground. While such a dropoff is not desirable, this addresses my concern regarding side yard drainage. 2) The statement of stormwater storage is acceptable. 3) This comment has not been clearly addressed. Further detail on the permeable pavers, the joint areas and widths and the bedding immediately beneath the pavers may clarify this. The existing ground should absorb 70-80%, maybe more, of the existing runoff during a 25-year storm. The 7" storage holds 7/8ths of the 8" precipitation during such an event, or 88%. If additional stormwater management is not provided, the pavers would need to be permeable enough to absorb runoff at the same rate as the existing mulched ground cover. The reason for this concern is that runoff from this lot is shown to flow west towards it rear and onto the property of others. It's my understanding that increased runoff onto the property of others is not allowed without the permission of that neighboring property Owner. Please advise of how I may assist in quickly resolving this matter. Downer 912195 -7262 1 After visiting the site and reviewing the exhibits sent to me, loffer the following comments: area of the pavers, it is preferred there be NO disturbance within 4' of the side property line to assure that existing drainage patterns are not blocked. 2) On one sheet, there is information given that the 7" of freeboard in the I 1 "x23'4" pool will collect over 1,500 gallons of rain water. Standard procedure is to quantify stormwater storage in cubic feet. 1,500 gallons x Icf/7-48ga1 = 200.53CF. 1 I'x23.33'xO.58t 148.85cf which is 1,113.33 gallons. This statement neprl- 3) As there is runoff toy management to existing As most of the precipitat of the runoff would MMI M61 others, stormwater ulched rear yard, The storage cover only a little more tL-.- We stormwater that is absorbed by the existing ground. The pavers will need to have a permeability close to that of the existing ground unless acceptable documentation is provided showing how stormwater runoff will not be 1 increased on-to the pfc, ,rty of others. Please advise of any questions, or when additional review is requestei W AM M. dkdbus(&grnail.corn. On Fri, Jan 2, 2015 at 11:15 AM, Dianne Otto <Dotto@citygftybee.org> wrote: Downer, Attached are the documents from Dernetre for a proposed swimming pool at 905 Jones Avenue for owner Maryann Delgiudice. Dianne Otto, CFM City of 'Tybee Island Planning & Zoning Manager Office: 912.472.5031 Fax: .912.786.9539 - - - -- Original Message---- - From: Administrator Sent: Friday, January 02, 2015 10:58 AM To: Dianne Otto Subject: Scan from a Samsung MFP Document sent to you using a Samsung MFP This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail, Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Rox 2749 Tybee Inspection Pass 1:1 Fail 1:1 Fee Inspection Pass 1:1 Fail 1:1 Fee Inspection — Pass 1:1 F'a i 1 1:1 Fee It of 'a. gee Island - Community Developh, ... zmt Dept. Inspection Report 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328, Phone 912.472-5032 - Fax 912.786.9539 Permit No. weer® Name 50 MMM=� Date Needed Subcontractor Date of Inspection Pass I Fee ..... . ... . . . ... .... ... . 4�R S- 78 0"C', a s s El Fail E] Fex- Inspection — — . --- 0 it 1:1 Fee CODE CODE COUNCIL MF�BER c . ) LZ71y- rAk-A in n- lot Dt- Ic- :ast. be and )To_ 11 ot d, - Wore ii( 'd to ),118 ttode L the;; .0 Sys" build- !round ling 0i vjrcrlit d to s) sha sled t' Lectro( ARTICLE 1-50 GROUNDING AND BOND" 250.60 Use of Strike Termination Devices. Conductors and driven pipes. rods, or plate electrodes used for ground- ing strike termination devices shall not be used in lieu of the grounding electrodes required by 250.50 for grounding wiring systems and equipment. This provision shall not prohibit the required bonding together of grounding elec- trodes of different systems. Informational Note No. 1: See 250.106 for spacing from strike termination devices. See 800.100(DL 810-21(7), and 820.100(D) for bonding of electrodes. Informational Note No, 2: Bonding together of all sepa- rate grounding electrodes will limit potential differerices between theM and between their associated wiring system,, 250.62 Grounding Electrode Conductor Material. The grounding electrode conductor shall be of copper, alurni- nuul' copper-clad aluminum, or the items as permitted in P9,68(C). The material selected shall be resistant to any corrosive condition existing at the installation or shall be protected against corrosion. Conductors of the wire type shall be solid or stranded, insulated, covered, or bare. 250.64 Grounding Electrode Conductor Installation. Grounding, electrode conductors at the service, at each biuld- ing or structure where supplied by a feeder(s) or branch cir- cuit(s), or at a separately derived systern shall be installed as specified in 250 64(A) through (F). (A) Aluminum or Copper-Clad Aluminum Conductors. s:13ave aluminum or copper-clad aluminum grounding elec- "�6de conductors shall not be, used where in direct contact with masonry or the earth or where subject to corrosive ��Xondhtlons. Where used outside, alurninurn or copper-clad �11�ilurninurn grounding electrode conductors shall not be ter- Il�1111i(liih! l, ,mated within 450 irrin (18 in.) of the earth. Securing and Protection Against Physical Damage. ,re exposed, a grounding, electrode conductor or its enclo- shall be securely fastened to the surface on which it is ed. Grounding electrode conductors shall be permitted to nstalled on or through framing members. A 4 AWG or .r copper or aluminum grounding electrode conductor i be protected if exposed to physical damage. A 6 AWG Inding electrode conductor that is free from exposure to fical damage shall be pert)-itted to be run along C* the surface ie building construction without metal covering or protec- if it is securely fastened to the construction: otherwise, it I be protected in rigid metal conduit RMC, intermediate Conduit (IN40, rigid polyvinyl chloride concluit (PVC), , fplced thermosetting resin, conduit (RTRQ, electrical rne- $gi Jubiftg EMIT, or cable armor. Grounding electrode con- smaller than 6 AWG shall be protected in (l M), PV,1C, RTRC, (.EMT), or cable armor. Grounding elec- W.: actors and grounding electrode bonding junipers required to comply with 300.5, ai (C) Continuous. Except as provided in 250,30(A)(5) and (A)(6), 250.30(B)(1), and 250.68(0), grounding electrode conductor(s) shall be installed in one continuous length without a splice or joint. If necessary, splices or connec- tions shall be made as permitted in (1) ffirough (,4): (1) Splicing of the wire-type grounding electrode conduc- torsball be permitted only by irreversible coinpression- type connectors listed as grounding and bonding equip- ment or by the exothermic welding process. (2) Sections of busbars shall be permitted to be connected together to form a grounding electrode Conductor. C7 (3) Bolted, riveted, or welded connections of structural metal frames of buildings or stirctures. (4) Threaded, welded. brazed, soldered or bolted-flange connections of metal water piping. (D) Building or Structure with Multiple Disconnecting Means in Separate Enclosures. For a service or feeder with two or more disconnecting means in separate enclosures sup- plying a building Or Structure, the grounding electrode connec- tions shall be made in accordance with 250.64(D)(1), (D)(2), or (D)(3). (1) Common Grounding Electrode Conductor and Taps. A cormiron vroundiric, electrode conductor and grounding grounding electrode conductor taps shall be installed. The common grounding electrode conductor shall be sized in accordance with 250.66, based on the sum of the circular mil area of the largest ungrounded conductor(s) of each set of conductors that supplies the, disconnecting means. If the service-entrance con- ductors connect directly to the overhead service conductors, service drop, underground service conductors, or service lat- eral, the common grounding electrode conductor shall be sized in accordance with Table 250.66, note 1. A grounding electrode conductor tap shall cxtend to the inside of each disconnecting means enclosure. The ground- inc, electrode conductor taps shall be sized in accordance with 250.66 for the largest service-entrance or feeder con- ductor serving the individual enclosure. The tap conductors shall be connected to the common grounding electrode con- ductor by one of the following methods in such a manner that the common grounding electrode conductor remains without a splice or joint: (1) Exothermic welding. (2) Connectors listed as grounding and bonding equipment. (3) Connections to an altuninurn or copper bushar not less than 6 nun thick x 50 Dim wide (1/4 in. thick x 2 in. wide and of sufficient length to accommodate the number of terniiinations necessary for the histallation. The busbar shall be securely fastened and shall be installed in an accessible location. Connections shall be made by a listed connector or by the exothermic welding process. If alumi- num busbars are used, the installation shall comply with 250.64W. NATIONAL ELECTRICAL COIDE 70-119 Inspection Pass Fall Fee D El Inspection --- Pass 1:1 Fail 1:1 Fee Inspection - Pass E] Fail 11 Fee 'lass D Fail [:] Fee Pass 1:1 Fail e Pass E] Fail 1:1 Fee 10 N 4 L h N OX 7'r Pool um . ... . ... .. . ..... . . . ..... . ... ...... . . .. I .... ... . .... II Mu OXANE N 4 L h N WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, S'r, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION 1V SWIMMING POOL 905 JONES IrAvrff;�X 16 DYKE RD SETAUKET NY 11733 ARCH ITECTURA L POOLS 101 WINDFIELD DR SAVANNAH GA 31406 P $ 400.00 4-0006-10-014 $26,000'.00 PERMIT #: 150017 TOTAL BALANCE DUE: $400.00 H is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, tire, 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 inforined 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 riot posted wort, will be ,stopped. The building contractor will replace curb paving and'. putter 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, Geor is 31328 (912) 786.45,73 - FAX 012p, 786-9539 Chathain County Board of Assessors: 2014 Property Record Card 4-,,, 2014 Chatham County Board of Assessor's Property Record Card APPRAISER nsanders LOT 94 WARD 3 TYBEE ISLAND LAST INSP 05/21/2007 APPR ZONE 000008 httl)://boa.cliathaiiicounty.org/DesktopModules/ChathaiiiCounty/B,)ar GRANTOR.ELLIS THOMAS R [Click for larger picture] GRANTEE:RHANGOS JR & MATHES WILL) 050014 GM 24 Sep 259G 0360 WD 1 0 285,000! 040095 GM 2003 ......... . GRANTORWrN0 & SEA LLC hw GRANTEE .--ELLIS THOMAS R a U 11 1 i, 15 Aug 257A 239 NA I U ON F 30.13 1,898 2003 27 Nov 2006 GRANTOR:MENDRALA JOHNS ET AL 17 Nov 2005 GRANTEEWIND & SEA. LLC 85370 Roof Scr Por/Slab AV 09 Nov 198G 0541 WD I U ON 159,000 20 Jul 2005 1998 28 Jun 2005 GRANTOR:HYAN NANCY '28 Dec 1998 GRANTEE:MENDRALAJOHAfSJRETAL 27 Feb 184D 0228 WD 1 0 159,000� �21 11997 Apr 1997 GRANTOR:MENDRALA JOHN S JIB GRANTEERYAN NANCY USE DESC FRONT PERMITS TYPE DATE AMOUNT 050014 GM 22 Jun 2005 Comp 3,000 040095 GM 01 Mar 2005 Comp 2,500 ,(COMMENTS: LUNG SP SP9,6 RCNLD 17 Jar) 2014 TY 14 3938/84: *AS PART OF 85370 Solid Wall/Slab FR AN IRC SECTION 1031 TAX F 30.13 1,898 DEFERRED EXCHANGE 27 Nov 2006 TY07 - 10S AMVD 11127/06 LEIN 17 Nov 2005 ADD CNG PER FORM 11/17/05 85370 Roof Scr Por/Slab AV APW 20 Jul 2005 TY06 10S ENT 07/20/05 J I-M 28 Jun 2005 *TY06 SURVS '28 Dec 1998 TY99 HS10 REMOVED NJV 12-28-98 *MARGARET A & �21 ROBERT F WARD Apr 1997 ADD CHG 4-21-97 EF PER P/O EXTRA FEATURES INNER EXEMPTIONS HISTORY LAND iMPR TOTAL 2013 224,400 107,000 331,400 Cama 2012 224,400 99,300 323,700 Cama 12011 224,400 99,300 323,700 Cama 12010 392,500 144,000 536,500 MAV 12009 392,500 144,000 536,500 Over 12008 392,500 144,000 536,500 Cama 12007 392,500 134,000 526,500 Came 12006 292,000 123,000 415,000 Cama 2005 160,000 146,000 306,000 Came 2004 107,500 159,000 266,50() Cama 2003 99,000 67,500 166,500 Came 2002 99,000 67,500 166,500 Came 2001 81,000 23,000 104,000 Cama 2000 59,500 19,000 78,500 Cama 1999 34,000 19,000 53,000 Came 998 34,000 20,000 54,000 Come 997 34,000 89,000 123,000 Cama ii 1996 16,240 87,380 103,620 Cama 1995 16,240 91,51D 107,750 Cama 1994 16,240 75,600 91,840 Cama 1993 16,240 44,520 60,760 Over IDO BLDG # SYSTEM DESC DIM I DIM 2 UNITS QL UNIT PRICE RCN AYB EYEI DT ECON LUNG SP SP9,6 RCNLD MKT VALUE 138492 85370 Solid Wall/Slab FR 7 9 6300 F 30.13 1,898 1995 1995 5R 1,480 1,500 138493 85370 Roof Scr Por/Slab AV 9 16 144.00 A 21,40 3,082 1995. 1995 IR 2,496 2,500 ,LAND ID# USE DESC FRONT DEPTH UNITS /TYPE PRICE ZONING LCTN TOPO OTHER ADJI ADJ2 AD,13 ADJ4 MKT VALUE 109747 SINGLE FAMILY RES 0 0 6,600.00-SF 34.00 R2 224400 I of 2 1/20/2015 11:40 AM RMIMI. MM From: Downer Davis <dkdbus@gmail.com> Sent: Tuesday, January 06, 201S 1:59 PM h V'.i ^'. To: Dianne Otto; Lisa Schaaf; Bruce .Saunders Subject: Re: swimming pool application' - 905 Jones Ave. After visiting the site and reviewing the exhibits sent to me, loffer the following comments: 1) The Erosion Control Plan shows the Sdl-Sediment Barrier a couple of feet inside the area of the proposed pavers shown on other sheets. While installation needs to be outside of the area of the pavers, it is preferred there be NO disturbance within 4' of the side property line to assure that existing drainage patterns are not blocked. 2) On one sheet, there is information given that the 7" of freeboard in the I Vx234 " pool will collect over 1,5010 gallons of rain water. Standard procedure is to quantify stormwater storage in cubic feet. 1,500 gallons x lcf/7.48gal — 200.53 F. II' 23.33'x0.58' 148.85cf which is 1,113.33 gallons. This statement needs correction. 3) As there is runoff toward the property of others, stoirmwater management to existing rates. As most of the precipitation perks into the mulched rear yard, The storage of the runoff would cover only a little more than the stormwater that is absorbed by the existing ground. The pavers will need to have a permeability close to that of the existing ground unless acceptable documentation is provided showing how stormwater runoff will not be increased onto the prc,,,erty of others,. Nease advise of any questions or when additional review is requeste- �c On Fri, Jan 2, 2015 at 11:15 AM, Dianne Otto <DottoC@citv oft ybee.org> wrote: Downer, Attached are the documents from Dernetre for a proposed swimming pool at 905 Jones Avenue for owner Maryann Delgludice. Dianne Otto, CFM City of Tybee Island Planning & Zoning Manager Office. 912.472.5031 Fax: 912.786.9539 - - - -- Original Message---- - From: Administrator Sent: Friday, January 02, 201.5 10:58 AM To: Dianne Otto Subject: Scan from a Samsung MFP Document sent to you using a Samsung MFP * :1"' :k * -r. : " :k • :k -k J= * "k ;k .9c %" :j< :;k :"' !k < !k :k {::" *. :k • :,It ti, %c :P::11 :k :V. :k :J= * ;k * ;;, * :3e This email and any files transmitted with it are confidential and intended solely for the use of the individual 01• entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your systern. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Jol" t o A", A f44 o LW Iq I A S"' SE716A CK UAIA5 . . ......... .......... ............ ... 7 ............ ........ CL loft .. . . . . . . . . . . . . . . . . . . . . . . ...... .. . . . . . . . . . . . .. . .. . . . . .. . . . . . .. . . . . . . . . . . . . . . . . ............... - ... U 3 mx� ................. ..................... :� . . ............ .......... . .......... .................. ....... ....... ............... ........... ......... ........ ............ ................... I Iiiiii Vill, .......... .......... .......... ............... ........... ............ ... 5 N, l4 7'7f `x x�x . . . . . . . . . . . . tl ............... .......... E ........... M CL ... .... ............. ........... . ....... ............................ ........... . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .•.','•.i. . . . . . . . a Cpl, ....... . . .. . . . . . . . . . . . .. ... ... . . I LU E P. �f I'll Vill 9 1) 9 -ASTM Aggregate No 2 ASTM Aggregate No 57 Permeable Paver .—Joint ,—Bedding web- ntmqinn Rv- - %" to 1 1/4" am 16 ft, 5 In. I I M, .......... ... .......... ............. .. . ....... ............. ........... ca . ............ .. ............ ............ . .......... ................ .. ............ ......... M, I cl"g rxi 0,0,O,j p 00 1. 11 3 1 Fl, :110. day . ........ ... ZOPK"'!L�., 600A. ..... .... . . ...... rx) drys nw rxi Vk, . ®r .. ...... ... 0 . . .......... . . . ....... . . (41 r"Nl 47 a PX-4 IM cl"g Vater's Ede kr, ,Vj ,,,...-Pool copini I I Ba-_,90 AU measurements to waters edge. Add 12ff-15,0 over BARRIER REEF POOLS USA Co-ande 4 DIG PLAN "]�65 Sq Ft N-W�j Rev. 1--D ftte'12/17P/1�0 0,pp pro ox �T 7500 Gattons x 1, 800 tbS approx, ... . ..... . y . . .... . .. v 4 . . .... . -N, '6", / Vater's Ede kr, ,Vj ,,,...-Pool copini I I Ba-_,90 AU measurements to waters edge. Add 12ff-15,0 over BARRIER REEF POOLS USA Co-ande 4 DIG PLAN "]�65 Sq Ft N-W�j Rev. 1--D ftte'12/17P/1�0 0,pp pro ox �T 7500 Gattons x 1, 800 tbS approx, ... . ..... . \ . f ^ s - PoOks IF y . Zinc Vk- - ® ~A£a��«��6 � !- �� } \} f � �} ��2?f -- \_�� \ \\ �� . 4 \f ) 0 � . ... / \ ...j -�� ,` :` :`�� ........ \ \ \` !f#2, \ \\ . I� Pr �� .�� , SH r8A CK I- / --------------------------------- r. :9 o ----------------------- - --- - -- IN 16 % 5 in. CL ch cm CID CL CD 13 ........ VIII ............ ... ........ .......... ............... .......... th ...... .................. ....... ......... nl ............. ............. ........ ;,Inx .......................... ........... R� A .......... iF ....... co Q-N CO ............. II........... It # - i - 0 _3 EXCAVATION 1 it 51.5 cubic yards 3 _ - 4 13 t 10 in. t T ambo o Plant -- - -- k — ® - - - - -- r--------------------- ---------------- - - - - -- to SRI Ji III . . . .. . .... Fyn I I I �m I t P 0�0 2 ti s� } } _ v 13 ft. 10 €n_ EXCAVATION SITE == 515 cubic yards - Bamboo _ f dirt will be remov Plants i[ PAS lo/aterj7s F-77 AI i 14' itg V7 :3 D-1-1-side Dfimens-lon of Copin T/ EC d M Cc zn 0 Ve-V-7 i2'-15e Over ciig---Z 4' T-5�- 4' V -7 4' r! C 05 pA 'Ease im I. measurements to wat6r's ecide. Acid over clig. BARRIER REET POOLS USA Grande 4 DIG PLAN "I vi Lhe U Imind hp MacW ft bodom of the return inivt Ottings, runAl the pool piping to die iuipmrnt site, Appftatoa I- Sp"I" lbs the PQO'I 4 equipped with 2 figlu or o,ther in waH accessory, run the approp='ie conduit or pipin& n:tinut thc umd back, M and- waxer conWocdom proc= untiJ h4sh xr�dv is rzachad. _2AA�,O CE "AIVA ro i Design By: L evision Dates: — vrkm . . . . . . REV. ■ J-01- Windfield Pr. Savannah, CfA .31406 OffiCe: FaK: 678-840--3892- web: ciYaKtatuotpooLcom 4v'