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HomeMy Public PortalAbout07-0202 Brown ' G • �utuaine� CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 05-2-2007 PERMIT#: 070202 WORK DESCRIPTION: SWIMMING POOL WORK LOCATION: 16 FORT AVE OWNER NAME JON&JACQUELIN BROWN ADDRESS 16 FORT AVE CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER CONTRACTOR NAME JON&JACQUELIN BROWN ADDRESS 16 FORT AVE CITY STATE ZIP TYBEE ISLAND GA 31328 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. Signature of Building Inspector or Authorized Agent: , ,���,� ✓IRO P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT 0—)--02 °'?-- fit Location: 1c, Co/"-- /- A i/t PIN# -� NAME ADDRESS TELEPHONE Owner �t 1,°`� : "ie►ea+ie.J,N<= l3% ,"d )(e. ,e,v 1.4 lie"' /i/a 567-%2 c Architect or Engineer Building Contractor (Check all that apply) ❑ Repair n Residential ❑ Footprint Changes ❑ Renovation ❑ Single Family ❑ Discovery ❑ Minor Addition ❑ Duplex ❑ Demolition ❑ Substantial Addition ❑ Multi-Family Li'Other ,UL+-ir p ❑ Commercial r—PtD0 l Details of Project: Z1i /rill t 'czc3X Zvi x I5' ` le,0Z- S r 1. v " .• pc4,L _ /0, 000 Estimated Cost of Construction: $ Construction Type 1 (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Woo ' °T M'`'iGonr-, (5) Steel &Masonry (3) Birk veneer Proposed use: Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: #Units #Bedrooms #Bathrooms Lot Area Living space (total sq. ft.) #Off-street parking spaces Trees located &listed on site plan Access: Driveway (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) # Stories Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On-site restroom facilities will be provided through On-site waste and debris containers will be provided by Construction debris will be disposed by by means of I understand that I must comply with zoning, flood damage control,building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: '112Y C77 Signature of Applicant .V Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number: New Existing Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Signature Date FEES Zoning Administrator Permit �1 Code Enforcement Officer Inspections Water/Sewer Water Tap Storm/Drainage Sewer Stub Inspections $ Aid to Const. City Manager C TOTAL S5 ISC850-99 - O W N E R ' S G U I D E HAYWARD® iT Filter Series MODELS series C850, C1250 All Season Long . 4.1. = C.PLUMBING R( i�;r� The ASL models C850 1. Use 1-1/4"or 1-1/2"I.D.flexible plastic pipe or hose joined J and C1250 are high with insert fittings and stainless steel clamps.If rigid PVC is 11 r r (E performance swimming used,be sure to provide unions for easy servicing. +•� ih pool filters with a 2. All plumbing connections on the ASL filter are 1-1/2"N.P.T. RQ U-i maximum flow rating When making connections,use plastic male-end adapters. -; ~ gm of 70 gallons per hour. Apply three turns of Teflon tape or plastic pipe sealant to the - Manufactured from male threads.Screw the fitting into the thread hand tight; Hayward exclusive then using a wrench,tighten one more full turn if necessary. PermaglassXL'"'material, Adapters have varying tolerances and over tightening with a via r ASL is designed to wrench may only cause damage to the filter. provide years of 3. Ball type valves are recommended where needed. (See fig. 1) killp.”.fflwriM I trouble-free operation. 4. Connect the pool suction plumbing between the skimmer, i pool outlet,and the pump. 5. Connect the pool return(inlet)plumbing. 6. A filter drain valve or plug is furnished with each filter and is A.FEATURES all that is needed for complete filter draining.A manual air New glass reinforced, non corrosive Permaglass XL" filter vent valve is furnished to aid in the bleeding of unwanted air • tank will provide years of trouble-free operation. when starting or draining the filter. Easy-tor ring design allows quick access to all internal 7. All electrical connections should be made in accordance with • components, local codes. • Unique safety latch prevents unwanted entry into the tank. 8. Refer to pump instruction book for pump information.' • Self-venting design automatically purges any air present in the system. PREFERRED FILTER LOCATION—BELOW WATER LINE OPTIONAL Vitt'!P t'NE B.FILTER LOCATION RETURN VALVE 1. Though the filter is designed for outdoor use, it is advisable t '— to protect electrical components from the weather. Select a :Ci'11'©` well drained area, one that will not flood when it rains. t I, I I POOL RETURN it PUMP WITH STRAINER 2. Set the filter on firm, level ground. Position the tank for (FILTERED) UNION POOL sucnoN easy access to the internals, and pressure gauge, with at I DRAIN VALVE (SKIMMER,OUTLET) least 24" (61 cm)for the C850 or 27"(69 cm)for the C1250 I (OPTIONAL) of top clearance. Position the filter so that it may drain by ; DRAIN _p; �l����I��' gravity. 11113 ---►■i■� �� OPTIONAL - SUCTION vsi If VALVE mucA CO •' KR� 'Not furnished with filter. Fig.1 nstruction ?6ol 6; f= - - I A7\ons ,lywi ► 11x9 NOTE:ANSI/NSPI-4 Article V,standard for above-ground and on-ground The pools,advises that components such as the filtration system,pumps and WOW heater be positioned so as to prevent their being used as a means of access to the pool by young children. J. PARTS MODELS C850, C1250 ASL SERIES FIL TER 0 CD 0 itiq 0 T lo , ....„ ......... If i4 0 4C::::> i REF. NO. i� NO. PART NO. DESCRIPTION REQ'D. la SCX45BC C850 Filter Head with Locking Ring 1 1lb SCX7OBC ,C1250 Filter Head with Locking Ring 1 2 ECX27091 Pressure Gauge 1 a 3 ECX1322A Air Relief 1 b I4 RGX45G Filter Head 0-Ring 1 5a CX850RE C850 Cartridge Element 1 , 1111111 5b CX1250RE C1250 Cartridge Element 1 111111111111110 6 RGX45D Diffuser 1 7 RGX45Z1 Diffuser Screws 3 8 RGX45AA Filter Body 1 it 1 9 RGX45L Logo Cap 1 6' 10 ECX4077B1 Check Valve 1 ---- ECX1005A Snap Ring for Check Valve 1 _ 11 SP0723 Ball Valve(optional) 1 %/ 12 CX400D Locking Ring Latch 1 " Ir,, t% ASL SPECIFICATIONS Jo Model No. C850 C1250 ''e Design Flow Rate 70 GPM 265 LPM 85 GPM 322 LPM '71 4 Pressure Loss at Design Flow Rate 1.0 Psi 07 BAR 1.0 Psi .07 BAR -- Maximum Working Pressure 50 Psi 3.45 BAR 50 Psi 3.45 BAR ,I] I 11 Required Clearance Side 18" 46 cm 18" 46 cm Above 20" 51 cm 27" 69 cm . ViNTATIVE MAINTENANCE N. SERVICE AND REPAIRS 1. Pressure wash cartridge inside and out Consult your local authorized Hayward dealer or service center.No with Hayward's Jet-Action Cleaning returns may be made directly to the factory without the expressed Wand (EC2024)or a garden hose. ,-►? written authorization of Hayward Pool Products,Inc. 2. Allow to dry and brush pleated surface areas. 4! cz-'_, J 3. To remove algae, suntan oil and , ' , �� 0.ALGAE CONTROL body oils, soak for one hour in a Algae is a form of plant life which can vary in size from a few solution of filter element cleaner. thousandths of an inch to the size of a small tree.Of the many forms (See your local pool dealer). `� of algae,those most frequently found in swimming pool water are 4. To remove calcium or mineral .., microscopic in size and green in color deposits, soak in muriatic acid �Jll1i Algae readily grows in sunlight and can,under favorable conditions, solution. *Caution: Use a !P ` 411114 quickly overgrow a swimming pool turning it completely green in just plastic container and take . + a few hours.On the other hand,swimming pool water can be kept extreme care—harmful to unfavorable to algae growth simply by maintaining a free chlorine eyes, skin and clothing, level of at least 1,0 ppm in the water at all times.The chlorine level After cleaning,flush with water. should be checked at least once a day using a suitable test kit. L. VACUUMING - If an algae condition develops and the pool water"blooms"green, superchlorination of the pool will be necessary to clear it.Add Vacuuming can be performed directly into the filter whenever needed, unstabilized granular chlorine,or liquid chlorine.Follow chemical For fastest results,clean the filter before and after each vacuuming manufacturer's recommendation for superchlorination.The algae will period.For heavy spring clean-ups,we recommend using a Hayward quickly become inactive and can then be removed by the filter.Live SP0727 diverter valve to by-pass the filter and accelerate the clean- algae,on the other hand,multiplies so fast that the filter cannot keep up process.Consult your local Hayward dealer for a detailed up with its growth rate. explanation. When correctly used,commercial algaecides are effective against M. WINTERIZING algae,though algaecides should be used in conjunction with,and not as a substitute for regular chlorination or superchlorination. In areas where sub-freezing temperatures can be expected,the filter Maintaining a free chlorine level of at least 1.0 ppm in the pool water should be drained and/or removed from its operating location and at all times is the most effective way to prevent algae growth in stored indoors.Clean the element at the end of the pool season by swimming pools. using your garden hose with a high pressure nozzle or the Hayward EC2024 Jet-Action Cleaning Wand.You will then be prepared to POOL CHEMISTRY GUIDELINES ACTION REQUIRED TO CORRECT POOL CHEMISTRY SUGGESTED POOL CHEMISTRY LEVELS TO RAISE TO LOWER pH 7.2 to 7.6 Add Soda Ash Add Muriatic Acid or Sodium Bisulphate TOTAL ALKALINITY 100 to 130 ppm Add Sodium Bicarbonate Add Muriatic Acid CHLORINE(UNSTABILIZED) 0.3 to 1.0 ppm Add Chlorine Chemical No action—chlorine will naturally dissipate BROMINE 2 to 4 ppm Add Bromine No action—bromine will naturally dissipate CHLORINE STABILIZER 40 to 70 ppm Add Stabilizer Dilution—partially drain&refill pool with (Cyanuric Acid) water that has not been treated with Cyanuric Acid. Mg HAYWARD 0' "-" s^liti*r 'fin __ _ z. RE STARTING THE FILTER H. CLEANING/REPLACE CARTRIDGE ELEMENT Superchlorinate the pool water by adding unstabilized Cleaning Cartridge Element granular or liquid chlorine. Stabilized forms of chlorine are recommended for normal use after the initial clean-up of the u Open air relief valve 2-3 turns. water. Follow chemical manufacturer's recommendations for DEAL • 4NO® superchlorination and daily use. RETURN VALVE* O Close Valve*-40.- t Ictil3a211667, O Shut Off Pump 3 I�I�I POOL RETURN )1 PUMP WRN STRAINER (FILTERED) POOL SUCTION (SKIMMFA.OUTLET) F STARTING THE FILTER DRAIN VALVE (OPTIIONAL, f k 1 DRAIN PellIl` OPTIONAL -' . I SUCION i©Open air relief valve 2-3 turns. rAL�E I Close with steady stream of water. `Not furnished with biter OO Close Valve* RETURN VALVE_ _— -`-'I ®Open Drain Valve.Open Suction Valve to flush tank i - ' close valves and air relief when water runs clean. ®Open Valve*gr��;Q�- start pu and p per Replace drain plugs. f I ICI manufacturer's OO Secure and rZt. II PUMPWITNSTRAINER instructions. Lock Easy-Lok '''E` D' SUCTION I id. DRAIN VALVE D"p" �'`ROWER.ODUTLET) I.REMOVING/CLEANING CARTRIDGE ELEMENT (OPTIONAL) )el i f TRAIN ,_,,[C©i!�{�.� Another method by which to clean r- ■ OPTIONAL the element is to open the filter and SUCTION r-tritill' VALVEk hose it clean. i-� � *Mot furnished with filter. ®Open Valve* tafet 1. .. Er 1. Follow steps 1 4 in cleaning. it + ®Close Drain Valve* Notch under 2. Depress safety latch and unscrew Lock Ring Caution: All suction and discharge valves must be open in a counterclockwise direction. before operating the filter system. Failure to do so could Drain P 9 Y 3. Lift out filter element and clean cause severe personal injury and/or property damage, as instructed in PREVENTATIVE NU MAINTENANCE SECTION. Fig.2 ..'."C) G.FILTERING J.REINSTALLING ELEMENT Filtration starts as soon as flow is steady through the filter. 1, Clean debris from bottom of tank. Clean cartridge when pressures rises 7-10 PSI (.49-.69 Bar) 2, Replace element evenly on the collector hub in bottom of from starting pressure. the filter body. 3, Place Easy-Lok lid evenly on filter body and turn clockwise until the notch on the locking ring engages securely to the safety latch directly over the drain. (See fig. 2) Clean Filter 4. Proceed as in STARTING THE FILTER. 7-10 PSI (4..4. .. Starting Pressure - 56C, 56J and Square Flange Mechanical Dimensions Features Dimensions Drip-proof,Totally Enclosed Fan Cooled and Explosion Proof. All dimensions are approxi- mate,not to be used for construction purposes. Note: Drawing shows rigid base. Foot mounting dimensions listed are identical for either rigid or 11� Plumbing instaliatiort:taut:t resilient base mounting- For 56H Combination W}ti 1 The lnternatio lumbing Foot,refer to Diagram 1. For C Flange motors, CDmPlY refer to Diagram 2. `C�r2de, "'Edition and of Georgia Amendments ;m4< ar i)in do 1 root C..__.-- a i8 S C tie Motors (al&143T/145T) tK� �l iu All Squirrel� �jL Flame D 8 F BA U N-W Key Size G.50 '-- Ref. ( __ i I �` 42 2-5/8 1-3/4 21/32 2-1/1€= 3/8 1-1/8 C1G t i 48 3 2-1/8 1-3/8 2-1/2 1/2 1-5/8 ti5 Flat { �1 56 3-1/2 2=7/16 1 1/2 2-3/4 5/8 1-718 3/16 Su.x 1 3/8 I -1 i 58H 3-1/2 Dia.1 0/a 1 2-3/4 5/8 1-7/8 3/16 sq.x 1-3/8 I 4. 't i \... ! I4 r,,I Soe Diagram 2 5/8 1-7/8 3/16 sq.x 1-3/8 I I I li: ti t+, fe te(.l{ l ' i i{ 1437 .2 2 3/4 2 2-1/4 711= '2114 31”1--s."f'x 1 3/3 T ,_}_. 1 l ( _j_1' . 145T 3 1/2 2.3/4 21/2 2.1/4 . , 2112 :rie 5o x 1-3/8 y t4_..»-..),.-..._ ,.1 •75 arc . Diagram 1 5umx-f=Special Mount Dim. Suffix"2"-Spe E li Di1“. 56J 56J,56C(FACE) 56C CONVERSION CHART 1-7/8" 2-1/16° .F- Decimal Fraction 11/16" as I a5° 0.0313 1/32 5/3z° \ I 1 3/1s° 0.0625 1/16 �o Keyed I /Keyway 0.0938 3/32 y �L 0.1250 5/32 = .�=.675 Dia. 0.1563 5132 (-l�imm ., _ B.c. m 0.1875 3/16 -� T 0.2188 7/32 �I ��.J,„ 0.2500 1/4 0.2813 9/32 1/8�1� .6250° �•a�il\o�e m• .6250" 0.3125 5/16 0.3438 11/32 Thd-Pitch:7/16,20UNF,2A 4.500° 4 Mounting Holes 3/8-16,UNC 2B, 0.3750 3/8 Dia:3995/4037" 4.497 Max.Depth of Screw in Casting:50 Diagram 2 0.4063 13/32 0.468a 7/16 2 SQUARE FLANGE 0.5000 1/2 0.5313 17/32 AG 6i(L DIA BORE 0.5625 19/32 I B BORE WITH SHAFT 0.5938 19(32 I ; C 10°8 808E WffHSHAFT 0.6250 5/8 I-6-5/64 Hi 12 WITHIN_CO3 TI.R. 0.6563 21/32 [' t fill 1�`1 "� 57568 0.6875 11/16 '�� �; 5.752 0.7188 23/32 Cillie �'':"0.7500 3(4 `,1x+11►TENONPAO58 0.7813 25/32 ii 6245 A�{'I SOSSREb-N H 0.8125 13/16 9116 _I 1- -625° 45' ..aot°"P"""TiR im r " 0.8438 27/32 -. -45 12-14 STRAIGHTPI PE 7.125 DIA B.C. 0.8750 7/8 THD. 0.9063 29/32 12-2OUNF-2ATHD. /4-20UNC-28 L.H.THD.12 DEEP 0.9375 15/16 .46191.4662 PITCH DIA. 13/32 DIA.(4)HOLES,EQUALLY Diagram 3 0.9688 31/32 SPACED AS SHOWN vraww_electriatiotorwarehouse.cont 117 COMPANY Ail construction must comply with All Electrical Installations must The Standard Swimming Pool Gods (aq comply with The National Electric Edition Code 2005 Edition and State of Georgia Amendments („AN \\ \(--, \->--A* -4( 7„6,04,---. 1. -2 1/4,-.0,10\ M .7-- d \4i;-;- *: \ .,„A\ ,,1; ,s 0 'kr( .. :47i-e-2„--- ____.---_ __ : _ :A iff, ) , /\ i 6:—; \( s\, ..4/ '\ , ti- �i" No, 1� A __-\\,,,,,,, \ s (-„\-1): \------ -- \T,, aToc„------Amcik, / , 0 ,---( Co- '-'1- V> ra BATTERY AVE. s BATTERY .7 '94O r� `� y I.o. 60' I.o. � 5/8" IRON PIN 60 R/W 5/8" IRON PIN o — (FOUND) _L7_ (FOUND) CHAIN LINK FENCE (TYP.) 4 En FORT AVE. 20' B.S.L. VICINITY MAP N.T.S. I �Sd1L 2 d LINE TABLE i -I LINE BEARING LENGTH m 0.276 .S„g L1 S 70'25'03" W 66.31' bl L2 N 7012'52" E 66.31' ° ' a) 00 • o //////// �,rW00D DECK LOT 7 1X 32.3 ��111 I°' LOT 9 I TWO-STORY B ' Z o WOOD FRAM: i� x RESIDENCE rn E 6 9 . co d o co • BROKEN LINE .,OPEN AREA WOOD PORCH IS LIMITS OF �" 'OW I & STEPS,- ENCLOSURE 10,0„„,� I I W 20' S.L.1 in cr, i WOOD & STEPS PORCH 185.71' I E= J an (N��) -4 o • i L L2 �— �/ _ n 1.0. I.O. LEGEND: 1” IRON PIN 5/8" IRON PIN N.T.S. NOT TO SCALE (FOUND) FORT (FOUND) B.S.L. BUILDING SETBACK LINE AVENUE (AS PER REF. PLAT)AIR CONDITIONER A/C ON ELEVATED WOOD UNIT PLATFORM 60' R/�/ •• TV CABLE TELEVISION BOX NOTES: TEL TELEPHONE BOX TB ELECTRICAL 1)HICAL BOX TO THE BEST OF MY KNOWLEDGE, INFORMATION AND WM WATER METER BELIEF, ALL ANGLES, BEARINGS, MEASUREMENTS OF COURSES, DISTANCES AND MONUMENT LOCATIONS ARE TAX PARCEL I.D. No. 4-0020-01-009 AS SHOWN, HAVE BEEN PROVEN BY A LAND SURVEY AND IN MY OPINION THIS IS A CORRECT REPRESENTATION ADDRESS: #16 FORT AVENUE _ OF THE LAND PLATTED AND HAS BEEN PREPARED IN GRAPHIC SCALE CONFORMITY WITH THE MINIMUM STANDARDS AND REQUIREMENTS OF GEORGIA LAW, 1978. 0 40 80 120 2) EQUIPMENT USED: SOKKIA SET 5F. 3) THE FIELD DATA UPON WHICH THIS MAP OR PLAT IS REFERENCE PLAT: BASED HAS A CLOSURE PRECISION OF ONE FOOT IN MARSH OAKS SUBDIVISION, 15,000 FEET, AND AN ANGULAR ERROR OF 5 SECONDS PLAT OF A SUBDIVISION OF 31.31 ACRES PER ANGLE POINT, AND WAS ADJUSTED USING COMPASS RULE. OF BLOCK 13, 4) THIS MAP OR PLAT HAS BEEN CALCULATED FOR CLOSURE FT. SCREVEN WARD, TYBEE ISLAND, 5th G.M.D., AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN STATE OF GEORGIA, 98,920 FEET. DATED: 9/18/94, 5) AREA WAS DETERMINED BY THE COORDINATE METHOD. BY: CARL R. JACKSON, GA.R.L.S. NO. 2555, 6) THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A CURRENT REDORDED: SMB. 14S, PG. 45, 9/28/94. TITLE REPORT. FLOOD ZONE INFORMATION: AS SHOWN ON THE REFERENCE PLAT BOUNDARY & ASBUILT THIS LOT IS LOCATED IN ZONE AB SURVEY OF \\`��. \\GE10RIG�q'�''�ii,,,��� A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY H.U.D., PANEL 1-C , LOT 8 1 4 'STEc4. COMMUNITY NO. 135164 , MAP DATED 6/17/86 , BASE ELEVATION 12.0'. `i� ,_ _ i ,,� ��J�i:/ FORT AVENUE - ►-'o. : :3 A PORTION OF , ►�Z-2L..o7 • MARSH OAKS SUBDIVISION %;,,,,c. HA o,,,�````�� FT. SCREVEN WARD 5th G.M.D., TYBEE ISLAND, CHATHAM COUNTY, GEORGIA PREPARED FOR: JACQUELINE BARDETTE BROWN & JONATHAN WILLIAM BROWN SCALE: 1" = 40' DATE: 2/22/2007 JOB NO. 07G003 SeSURVEYING CONSULTANTS 1 ton Drive uite C 17 Sharing Suite Bluffton, SC 29910 Telephone: (843) 815-3304 FAX: (843) 815-3305 SC Telephone: (843) 815-3304 FAX: (843) 315-3305 CREW: TH/MP GA Telephone: (912) 828-2775 FAX: (912) 828-2783 CAD: RGL COPYRIGHT C BY SURVEYING CONSULTANTS k •, ,01110111MMIMM4E' arlIMIMMIII ''. 11 '', , BATTERY,.AVE. kp „ SI BATTERY ' - "'',., r " <o TiN . s- o <\ i "23 ■ I- 5/8',,,cJIV■VPIN 60' R/W 5 8" IRON PIN .37*k -o o — , 3 -V 60 CHAIN-LIN I , ;,, 4 _in ,,0 ip- c'C FENCE (TYP.) 0 FORT AVE. , C\ 4` 20' B --P'm siti, 4- ' ,; i 01- e . — - ----, VICINITY MAP co zol e Clor-re44:v1E-Pite4v44; N.T.S. 0 I 1_ SELe• CLOS.tgar - LINE TABLE _I - 1 • .0 LINE BEARING LENGTH v) 0.276%p .s•-... SE.L.r tA7ci-tti4.4- I . ' mi '7 • L1 S 7025'03" W 66.31' 2 L2 N 7012'52" E 66.31' b — '- '' 1 I . . WOO, DECK . ' 1 7t 7' • Chatham CountiOT / 32.3 ,.'%It' •-• LOT 9 ... - . TWO-STORY a _ , = 1 CO ODD FRAM2E 1 , * o = REVIEW FOR CODE COMPLIANCE N RESIDENCE V "k •TI, E d co Every effort has been made to identify co code violations, no oversight by the ., ''S reviewer shall be construed as authori 4 , ty • OPEN AREA WOOD PORCH to violate, cancel, alter or f,..41 .t. B74,.OW & I STEPS,, anY applicable codes or ordinatOeos 0 10.eV 4 . review and permit should not be construed I 1 1 Lakt5 as a warranty or guarantee. ; ::=-- 20' Bt.S.LL J .. t i- , = WOOD PORCH 1 I VT ..,k, -1-izt-o 7 E: – & STEPS 185:71' Reviewed. By Date T„; L (N.T.S.) o • a L2 - Thl\ — — — — , , 1.0. 1.0. LEGEND: 1" IRON PIN T 5(/8"FOUND 'IRON PIN '''' (FOUND) FOR , N.T.S. NOT TO SCALE D) B,S.L. BUILDING SETBACK LINE AVENUE All construction must comply witin, (AS,PER`REF. PLAT) ' i '‘ A/C \\:v4IF: CONDITIONER UNIT '60' R/VV , .QN ELEVATED WOOD PLATFORM , The Standard Swimming Pool Cocien1, Edition TV - BLE TELEVISION BOX EB EkCTRICAL BOX: NOTES: TEL TELERHONE BOX 1) TO THE BEST OF MY KNOWLEDGE, INFORMATION AND wm yvATEI ,METER ' :, BELIEF, ALL ANGLES, BEARINGS, MEASUREMENTS OF COURSES, DISTANCES AND 'MONUMENT LOCATIONS ARE TAX PARCEL:Lb. No 4-002001L009 S AS SHOWN, HAVE BEEN PROVEN BY A LAND SURVEY AND IN MY OPINION THIS IS A CORRECT REPRESENTATION ADDRADDRESS. #16.,FORT.'AENUE ' OF THE LAND PLATTED AND HAS BEEN PREPARED IN ESS: .,.:: ----,:e.c,)• ' ' ', C412APHIC SCALE- - CONFORMITY WITH THE MINIMUM STANDARDS AND , ' REQUIREMENTS OF GEORGIA LAW; 1978. 61MAN -*—MillifflIMINIMPEILMEMIM 2) EQUIPMENT USED: SOkKIA:SET 5F. o120 ,-. ,., 3) THE FIELD DATA UPON WHICH THIS MAP OR PLAT IS REFERENCE PLAT: „ BASED HAS A CLOSURE PRECISION OF ONE FOOT IN MARSH- OAKS SUBDIVISION, 15,000 FEET, AND-AN ANGULAR ERROR OF 5 SECONDS' PLAT OF A SUBDIVISION .OF 31.31 ACRES PER ANGLE POINT, AND WAS ADJUSTED USING COMPASS RULE. OF BLOCK 1,3, - 4) THIS MAP OR PLAT HAS BEEN CALCULATED FOR CLOSURE FT,. -SCREVEN WARD, TYBEE ISLAND, 5th G.M.D., AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN VATEin.0‘ GEORGIA, - 98,920 FEET. _ _ 14,ATED,., 9/18/9f, ' 5) AREA WAS DETERMINED BY THE COORDINATE METHOD. 13Y: tARL ' . R.-JAGKSCN . cA.R.L.s. No. 2555, . 6) THIS ,SURVEY WAS PREPARED WITHOUT BENEFIT OF A CURRENT REDORDED: SMB,,14S, PG. 45, 9/28/94. TITLE REPORT. FLooll'20NEJNFORmATIoN: ' '"' AS SHOWN ON THE REFERENCE PLAT BOUNDARY & ASBUILT 000kii ill% THIS LOT IS LOCATED IN,ZONE AB ' SURVEY OF' Gs & oRciq , , A SPECIAL FLOOD HAZARD AREA AS G\ST4-.6 DETERMINED B1-1.P.D., PANEL 1-C , LOT 8 . ..,.. 4. . %--. COMMUNITY NO. 135164 ,',MAP DATED S'''. ' ' a, 6/17/86 , BASE ELEVATION 12.0'. 4. , ; .FORT AVENUE ', ‘, • A PORTION OF, . ., ---::, • -....,,, . MARSH OAKS SUBDIVISION, ,„„zillH.11-00 FT.' SCREVEN WARD . -5th ',G.M.D., TYBEE ISLAND, CHATHAM COUNT)', GEORGIA ,, ' PREPARED FOR: JACQUELINE BARDETTE BROWN & 'JD NXTI-IAN WILLIAM BROWN SCALE: 1" - 40: '' DATE: 2/22/2007 ., JOB NO. '07G003 . SURVEYING CONSULTANTS . , , 17 Sherington Drive, Suite C, Bluffton, SC'29910 4 ', Telephone: (843) 816-3304 FAX: (843), 815-3305 , . SC Telephone: (843) 816-3304 FAX: (843) 015-3306 ' CREW: TH/MP GA Telephone: (912) 8282775 FAX: (912) 828-2789 , CAD: RGL . , , , COPYRIGHT C BY SURVEYING'CONSULTANTS , ,,