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HomeMy Public PortalAbout09-0513 Akers ..„. , L .,', 0 CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING SERVICES DATE ISSUED: 08/25/2010 PERMIT#: 090513 WORK DESCRIPTION NEW RESIDNTL-SF(GUEST CTGE) WORK LOCATION 38 SOLOMON AVE B OWNER NAME S.R.&S.AKERS ADDRESS 1125 E ATLANTA RD CITY,ST,ZIP STOCKBRIDGE GA 30281-2554 PHONE NUMBER CONTRACTOR NAME S.R. &S.AKERS ADDRESS 1125 E ATLANTA RD CITY STATE ZIP STOCKBRIDGE GA 30281-2554 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 912 OCCUPANCY TYPE P ` 00 TOTAL FEES CHARGED $5,044.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $150,000.00 4iot:/1/ INVOICE 20904002 TOTAL BALANCE DUE: $ 87.50 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. i Signature of Building Inspector or Authorized Agent: a...�_ ...i■_ ' _ 441" P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Wednesday, August 25, 2010 10:58 AM To: Dianne Otto Cc: Jonathan Lynn; Iahbos @bellsouth.net Subject: 209040 Russ Akers Attachments: 20904002.docIQ 209040 3iY. ......__._.. Russ Akers Project 38 Solomon Avenue Tybee Island, Georgia The swale at the rear of the lot appears to flow west rather than east. The improved area for the previously existing driveway east of the premitted area evidently was raised to eliminate the ability for clockwise swale flow. The area of the depressed swale (not shown on the permit based drainage plan) along the west side of the, in my opinion and based on my observations,may not have the capacity needed to convey runoff from this lot to Bright Street. Rather than reworking the swale at this time of providing asbuilts to verify the suitability of the changed drainage, Russ has agreed to be responsible for reworking it should there be any indications over the next year of it not meeting the permit requirements. Russ indicated he would sign such an agreement as this email. Please advise if you have any questions on this matter. Downer K. Davis, Jr. DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 D 1 davisenginc @bellsouth.net iftlf INVOICE August 25, 2010 Invoice#2090401r y. Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax (912) 786-9539 RE: 209040 Russ Akers Project 38 Solomon Avenue Tybee Island, Georgia 08-25-09 0.5 hours Onsite meeting with Owner, flow testing driveway, site observations and email 0.5 hours @ $175 = $87.50 Total Due / / . a4 . A -�-� D9 - 3 Si 3 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-- 6932 LAHBOS @BELLSO UTH.NET IP 1°311W 3 August 23, 2010 % ;AUG 2 4 2010 Diane Otto B ` - .. Planning and Zoning Tybee Island, Georgia Re: Russ Akers Project 38 Solomon Avenue Tybee Island, Georgia Diane, At the request of the Owner, we have inspected the project referenced above for compliance with the approved drainage plan. After a brief inspection of the project, it is our opinion that the project is in substantial compliance with the approved drainage plan including final stabilization. Thank you for your assistance and please do not hesitate to contact us if you should require more information. We may be reached at 897-6932, fax to 897-2287 or e-mail to lahbos @bellsouth.net. Sincerely, Mark Boswell 2Li--io e re.a ; Ied -12) 0w fc'-' 11(\:,'N City of Tybee Island • Community Develop .nt Dept. vk . 1. Inspection Report El\ 'i 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 -�� INTERNATIONAL tihn�„,nom Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL C� (5? MEMBER Permit No. O - J - 0 - t Date Requested - 2. "-I J 0 Owner's Name A \1\0-5 Date Needed c? - 2- S- - 10 Gen. Contractor Subcontractor Contact Information J S -S kx Do. ,2”- I 6 S Project Address S' ,-B c' 1 o yr em Ai Q. Scope of Work _..„..) G' J e c Co \ Q + J <` Inspector /1 7 Date of Inspection �% > !! ( �a,i-rc" 1-4.1d: , ./ Inspection 'tom Q n Q c T r 0,1 e r , Pass INI Fail 0 Fee QP�S I-1,' us) Inspection T`e , /N5p o C 1- C• J ? v M�•• Pass la Fail Fee ,,,s& ❑ Inspection ex-51 e c -Na�' -CF,! S El ass Fail Fee --\-- Inspection e Sio e f it-- -'- .ck' \ \ d Pass ail 0 Fee Is, P i „0 v, ,,,-, s -6,..) .( 4- City of'Liee Island • Community Develor.'„__,-)mt Dept. , Inspection Report t,c Ai P c 3 \ , () rfallii ,/ k _.„ _,s e AR3 Butler Ave. . P.O. Box 2749 • Tybee Island, GA 31328 INTERNATIONAL i hone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIC ad r-Q: r'' 0.5.4_ c ib-.4 4r . - P, .2 5,-t i e di ■/'. MEMBER ) 0 ..., ' Q r- Q....fi..r 4 + , , ,i,.) ., ,c i Permit No: C' • ' n ci- 0 3-)3 Date Requested I ...) 'es" - i --1 - ID Owner's Name A\.< e.r-S Date Needed 0 s'---2 0 - ( 0 Gen. Contractor Subcontractor Contact Information u S A ksys Project Address 3 %- 13 SQ\ 0 rl'• .),r, Ave . Scope of Work . r) (Lt.,...) (' u ,..) r)- Inspector - 31.A D --' f Inspection Oz-0 /H) Inspection S. r, 01 e 0 c . - \--- Pass Fail ii Fee 1.76-.. i -(-):::0 16470._..5 1-7:-.,_)iz Eil,--i_, Z-odo i 5 L-- I 174:::6. ri-.-t47-E,35,,,,,,,,s .1,. i.,.ii.7 c ,:. r--1 ,,....,_4 -0,,i (..- r,-,:.-- 5i ,)0 v"C, ty:75 4(Z:77 A rsfi'_. 1-76.k..)I-4-. "` Inspection ,-, D-v --0_ d if■r, . r-ses„ ---"\-- Pass El Fail 13 Fee i. i 0 p77,74-Alc-rf (A-J---1--- i,o,..) 1>z:),(.. i-_-,67 . 5,-,,k,,),-z-A• / 1-11 :).". ' WC' t Inspection — .,,a..,_ Vv P (--\teTh . (:"\--;' Pass El Fail El Fee f- -17 cc...Ail-11f- 42(..)i\ t•.) 1-2-',.):::1---11,--)G tc.:,) 7---..-\-/Z-4 _.) ,,z/z,... -,-- )-* og. Inspection -C: n 0,1 6■ s()_. • --\--.7 Pass 0 Fail 0 Fee OL) (---', 1 i --•, -: 1<.4:1.-A -iri,,),S < ,:‘,) '4 i )17---c"7,e. „7.i. -1 4I , r - F:a)-Z. 12_0,3--) %)}3C-;',JL:. 6-tZ', ..) e,,...) 4 3 ,.) ;-'A■ i 1 - --,-- --.)t,,,, CC- oil- , (- )- 1 , . ,,,,,/ TX Result Report P 1 06/03/2010 11:02 Serial No. CH35228060004 TC: 186558 Destination _ Start Time , Time Prints Result Note Georgia Power 06-03 11:02 00:00:45 001/001 OK MR: Timer TX. POL: Polling 0R6 Original size Settingg FME: Frame Erase TX. Note MIX: Mixed Ori+uinal.TX. CALL: Manual TX. CSRC: CSRC.ggEva). Forward, PC. PC-Fax, RLV: Relay. Max: confidential, : BulletPin. SIP: SIPnFax.FIPADR:FIPOAddress Fax. I-FAX. Internet Fax Result OK: Communication OK, S-OK: Stop Communication, PW-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M-Fu11:Memory Full, LOVR:Receiving length Over, POVER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. i� _�. a--'-----. RELEASES FOR ELECTRIC SERVICE FROM TYEtEE ISLA zn. FOR SAVANNAH ELECTRIC_ FAX TO: Lyra Brennan 9-372=94.11=3"5-37 Phone 912 c(a-Z.aoS_ '3oca-2te"-(So 9 i o — O ZS'� 04=+4,1 3 - 2 4..a s- , Location Address: 4\ , — '. 27 Lot# Release Date:�n- �-l�7 -, Type of Release: Tempo .ry IL/ Permanent Sold Name: Electrician: . it - - �_' ---- I C--- Electrician Phone Nu=nber:•1 &.-}71?-- - 7 ■_).0:4w•.. Owner/Builder: Mali Phone Number: ,5£-} — Cc 2 d4 7 fig, — OSl3 Location Address:. ''''R-� 'S.-=,,I,:,,,,,,,,,=.,.... IA...� . Lot# Release Date: -3—t T • M p O.y 4l` Type of Release: Temporary Permanlnf Subd Name: Electrieian•___L>C2 r r c. .\t n . _pp Electrician Phone Number: Co'SZ- C)sI4- OwnerlBuilder S a..SS e_ i N. .y\<.,s_rS Phone Number: 3,, ,a.--, 1 t/7 g.► Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: :'%c� RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 995-37 Phone 9l2= ffi 30(o- 2C®aSo gob-29or 10 _ 02.6-14 U0.µ,1 308- 2(025 Location Address: 4 a t, ',„11 •\ Lot# Release Date:(p -3-to Type of Release: +em ral Permanent Subd Name: Electrician: a` _1Z C... Electrician Phone Number: PEA Li2C -7 q Owner/Builder: A,,,.,,msilk_t 43 Phone Number: 3 5 4 — co 2 L4 7 09 — OS/3 ! _ Location Address: 3jg -1j solo re.on ((Ave . Lot# Release Date: to-�J—1 0 -1' e M O�! Type of Release: Temporary / Perman�ni Subd Name: Electrician:1GZ r r 2 n E\, .e . Electrician Phone Number: .Co 6V- 05414- Owner/Builder: S: r"RuSSe. 1\ A\ws Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary _Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: 6tti F " `', City of', )ee Island • Community DeveloL ant Dept. NW& 'j Inspection Report 'A 403 Butler Ave. • P.O. Box 2749 • Tybee Island GA 31328 Lt Mk ' INTERNATIONAL • _ Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODECOUNCIL` MEMBER � i 1 Permit No . 1 Date Requested l ) -- 1 — /0 Owner's Name Date Needed '". -/ 0 Gen. Contractor Subcontractor I Contact Information r r e ri ,P c (y' -(., ' e Project Address ,2 _ sot(-3 (y1 0 r--) 7)Scope of Work . f 7(-) , (I e" "° .- f' ,� .. C.° (../ tiJ Inspector Date of Inspection/ 3 IA. Inspection .---;�� �J-t—C.. f f r:411 C i-* , l Pass r, Fail 0 Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass 0 Fail El Fee Inspection Pass ❑ Fail 0 Fee /p' !I Pfd I i , (LA 7; 4ketre- . .' iE. LECT1C7N° ZOO Installed Insulation Statement Location of Insulation Thickness Total R-value Approximate Sq. Ft. Walls x 3.81 = l �. 2 / 2 2- ._ Attic-Floor or oof De k(clrcle one) x 3.81 = t7-1)c /e7/D Cathedral Ceiling x 3.81 = f (— Cdr✓( I f Sd' x 3.81 = x 3.81 = R-value= 3.81 per inch Tensile Strength= 5.6 psi Density= 0.45-0.50 lb/ft3 Compressive Strength= 0.7 psi DEMILEC Batch# Evaluations: ICC-ES ESR#1172 Andek Batch# (if applicable) ,vc. TA/c. 17k- 607 c'/o_ mpany Name Phone N •er zdiff Applicator Name / A..li .t6 Si.a 1 - Dat- E ECTIl ►1V° 500 Installed Insulation Statement Location of Insulation Thickness Total R-value Approximate Sq. Ft. Walls x 3.81 = Attic-Floor or Roof Deck(circle one) x 3.81 = Cathedral Ceiling x 3.81 = x 3.81 = x 3.81 = R-value= 3.81 per inch Tensile Strength= 5.6 psi Density= 0.45-0.50 lb/ft3 Compressive Strength= 0.7 psi Demilec Batch# Evaluations: ICC-ES ESR#1172 Andek Batch# (if applicable) Company Name Phone Number Applicator Name Applicator Signature Date V: Mar, 18, 2010 10:21AM Gaster Lumber Hardeeville No. 7271 P. 1 Hinged Patio Systems Performance Data Design Alr water Structural A4MAAYOMA Florida eutiding Code m Pressure rnmfrot on Ractslance Load • Tberma-710 Product _ Raft s 1011 i 2 (+clue2) ., �ASO _Cosh Approval Rumbas • Fiber-a:SSio and smooth•StarTnt•Detense film-d Patio doors • •■•••._, 3068,thliF .... ••.•DP.=45 ,U GD-t.C45 75x82•:=- 1 O.OL"•" '98.75 • *97.5 • -- 7 6668,infR41,11Fhf DP-45 H8aLCA5.75182 0.04 015 x97,5 6068, •AR..:. - ° DP-40'-• •: HOD-LC40 75x82 ON...* .. •6.00•.•' •'*60,0•- .' g 9068,fRFIP.J FlFft DP-45 HG11LC45.11242 0.02 075 x90.0 , 9068.1}F/FFHIFff -:''- -. - - •-•OP•45'.:• ••HGDiC45-112�c82 • •0.02- • 6.75• : ±90.0 R7752 i30$QL,w DP-45 - 1450•1445-75x98 0.01 6.75 *82.5 FL857i 6080.LFIFAflr #P!-F : •. , • DP-45' • •t HGD-LC45-7548'• :-001 :: 6-75 :-_- ••`*07.5:•• • 6080,lA(N1 DP-40 1160 4.C40-7548 0.03 8.00 *60.0 9080,FRFAimpF/19_ -:: .•::' • . DP•45. - - 102-L015-11248.• • .-002. •.. • ••-8.75-'-• - .-*82.5 ' 9000,tFf/FfReFFF. OP-45 HGD-LC45-11208-, 0,02 875 982.5' 3088.3056,LAW•:-•:.•'..•• • `"••DP-50 '61l04.C$0-11262 : .•••••0.01-.:•-' •'12,00 . ''x90.0•' 6068.6068,WFR�-rf9F� DP-60 SHD- 11242-112x82 0.01 12011 ±90. _- _ WA6068,AURA " •:-• •:..• '. DP-70: 'SHO.1-�70.75102::• •:0,01' - =:12.00 :- -.•*105.0 •'•- a 9066.9068,t$fil F/AFF/fil DP-60 SHD 400-112x62 0.01 12.00 ±90.0 , -.-• • 90Sg,8068,.LrF/FfRrfff• . •-OP-00" . SH0-L( O�'11242 '• _••• 0.01. - ' ' 12110 • - -±90.0: FLA59a • • 30710.3000,IiR6 0P-60 SW)-MO 0.01 12.00 z 90.0 •"--.-'•"••----•t-t>r raSG90 • f":...� ._-_DP-00 • '_-Olt 1.00:1125e211-•••=•:-0.01:•_--• ..1200'. • 60710.6090.AL& DP-50 811D-LC50.75x98 0.01 12.00 275.0 • 0068,0088,Fir i f t f i f e W f f 1 :,. - z DP-80-•• -5H2-1 C80-f12,Qe-: 6.01 . ••• 12.00.... ..±90 0 .- 9558,9058.LFfifFWfff DP-50 6110.1 60-112x90 0.01 12.00 . *90.0 U•Factor • Solar Heat 2010 Energy Sur 0uadtled 5FCr01T0 Energy Performance ._ 0111Threp Gain Coetfident _ • Fiber-Classic and Smooth-Star Du-Defense Binged Patio doors tAW EtYNrON 686 s alb -: 494 r ntrr as .•2024 :.• : . t 0,1 1.6111168(1 s 027_ A. 0.12 - Hfi'MSlJS 2624 ,, . • •• . PDFHinoed Patio doom CiaSrVlttrO,r�rtp/(��G'S :e.35; --039- :. _ 227241'_• 3 g Clem 451t1 VI O'a 0.34 2.19 _ - '2624 i k 13 LOtsFWilhrYJ1Gt30$:. :tf.._ 020 0.17`: _ ttAtCISP/s '2812d Lat. •th( G's O1a 0.13 H' C18 '2624 . C[earwtthar1G9G% •. .039 --"- ..:. °:.010:-'. :... : :, t::,: '-*iteccieck • -, ••;16124 ::',s- - g CA80,4%116E0's oso - 0.18 11410505 '2c24 • 12 LOW-E14thot)686'g• .. : ..020- : - ••-.. °0.13-.• • . -: - `I:Mosos• _• • • •'26!21 '-. • • LCW.E Win GBD's 012 IMO Wt+fiaU '•2B2C I. • threponiloexmuitte+s[icu 10 d - achIOvc the Cerbrad roauIUi .. De31tifimsoer Pedomurce Oeioe. Mails gar3¢e1e to4)De!'1L15k^d b7 4'A lrxeai ce UA Water hci�dLS aldduvalanoO4vfA*'-. • '- " . •• .• - -: MrGYJ7a3Im pitri laic ral or stye careetve rx41Ter;M h tccoNguw4lAs At mama tarp'tsnr+L4127 Ix!. • - Atcwlh1.6a'1l120sri5t-03314SM Ilea Rs*lan a. ' - (rh3Y466'4 7a1B,14/x0:61if iwV-'infiivL`2srWSS6ae4t 4141td1i0006.fK4iariabrRt.1i,8 ee Pa/imam Lents . .•'-T ha: baew+.991)4E01i1i5{utN•ra•4reet,:a-4rra rat well!3n-k-oo.' '-: • - . • • swcuratLW:d (Potrr$4694t1± 1 t)Ath'2,91r4m;3•TroPaxoSysr155aneUentrs Lava, ali 1-4',4/1.110ora Sioct1611.630 r'xrorm-lam rIs Toltedha�omrca WIADMP,30at150616166'.:w�ptsivE . , ' o:t<lc' • • _:(8 ArirnnerU .sp,ra *a rmr flr8eg:hrs Faver :lt)-Fsuu a:arrntIash iti:o,rancx&rl 4e taz-_ • - - : - Te.He4F in Inc Eutaw isubpt3ua'utv.m eI't!,ra-TN FMaZ'OallPfsiaset�weocn0[ult'ed .--•- • - SotU Ent asin Str4k3-41kbso:val.: ARMVo) Imo ryMlr0C Yt 1 flap Wean ASF#11TEBn3•TNPtkb)F'IJi$rIGC4f7b go NMI CFIldd • wrof Llglrl ;' -'re9�440:tinmzano6 od t-diebacca:4,aoMwrC2C0 . - . • ' • ‘Tea7DlurtoiC r.ania-4I. al fyr.A1101 nitmeatnie:raa;EieditTN;kiaat Macrmit i.. -.••.. ' them Stat li=tiaarmtirat620:.tlCntinSColial Cage kr.-SC- OrCeN ia_4.ubzse.s=5um.nerel:ozcr • Anted Trexa+Tru fat Sp.tr.smtd Emig turavi'm steal(-rnrt Zola err•&VDvrnc'.rar,=ta • • STGJ�stG Vd?A____Ef56kS7ra frvStlYif ll 2 H31V 6CNt {Kk1eG:TESItdtUt.1}Yn%Da1Ferb‘TAa7E•TNPd SY�Jrr1• • • • Received Time Mar. 18. 2010 10:22AM No, 3571 .( ) City of Tybee Island - Community Development Dept. .; :.:, :: -;•,, Inspecti011 Report 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 31326 , Phone 912.786.4513 ext. 114 • Fax 912.786.9539 ...........__ Permit Na. d f., 913 Date Requested /7 Owner's Name g,g..;.6._ Date Needed ,.....;.--,--16-y i 0 - / • -- Gen. Contractor Subcontractor Contact Information Project Address 38 , . Scope of Work /,...-/ V• , i Inspector -16 Date of Inspection .1* -TO J 0 • *-2F1; _Ai 6S 8 Inspection2L - ....-a, Pass flp -a a Fee F—6. Hifediz5 i0134 ‘A64-/-74 I V ..........., ... Inspection 1 )0614 1 UyliN3 - ic:-.. Pass goo - Fee __ __ , --- / .',)e;: Of/-'(-,' 1-14 i / ..-2.:-tix-14--4.....i—4 .';.' ,), )fE, 1 (.j\) t I C h Wit40-04 M941 35S' 641 Inspection 1200(.;1--1 plilL H Pass 0,------F - Fee 1::::11.31.',---H ri I 1) inspection _ F Pass ____ Fee I 1 in i( )r6,1A it--a)-`11,_al...1S 0 -Tli 2 -1-)L,--)411-C, 1--- , , ,31 i , .1 ) ' \ ''' .kji7jr: `Ii-Sti),(>1.--. Niz, ,-;h<, )i93,...)6... ti3,124,14,-z , c ) --d I - i 0 , 1 A--- . A) I /1,417.2 pi.i---- - flT.. 'it . ) il-diy/t i Cri ..:..,....'./.!.:1,. City of Tybee Island = COMMLIrtity Development Dept. ...., .+-1,; Inspection Report Wm: i 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 31328 !-!,--'1..,•.,:iy.. Phone 912.786.4573 ext. 114 • Fax 912.786.9539 °A.Fe.,,5 f.:1•4 4.---, Permit No. _ L 1,3_ _ Date Requested 4‹ 1 0 .....37 1 Owner's Name 1 ' 0 f ' Date Needed ___, -__I (a - ( 0 Gen. Contractor Subcontractor E_ r e r■ 1°, I 'rni Contact Information I 3 g- - 0 S5) 44 Project Address , R S',2) I c) - Q.. --) ■ . ... A v e.....) . Scope of Work i ', (2 S 4- • _ Inspector /1/4 Date of Inspection *P-kM ' Inspection_ e i 07 ci . Pass 0 ai . Fee i'36/4-* 73241) ---, 6# *Ai-4 -177 , 1/- -Di Inspection 0 Lx..7t--i 1 r i',_,)iii )72:.? --' Pass 0 Iwo Fee WI l .. Inspection_ Pass 0 Fail El Fee 1 1 -----77 r_1i 41`__ Lid/Z. 3 ) / I E__:-: , 1--)1 21) IM,-CA-4 / Inspection Pass 0 Fail E3 Fee J.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICAT OMB No. 1660-0008 Federal Emergency Management Agency Expires March 31,2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Policy Number S. Russell Akers A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 3$.8 3•19 Solomon Avenue City State ZIP Code '1 f;"1 Savannah(Tybee Island) Georgia 31328 ii) °" A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) `� Lots 4,20&Part of Lots 3,19,21 &22 Campbell Subdivision,Fort Ward,Tybee Island-P.I.N.4-0002-16-018 J1J MAR 1 9 2010 ti A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)Residential A5. Latitude/Longitude:Lat.32.01735°N Long.080.84699°W Horizontal Datum: LT- NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs o the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 4 94 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 912 sq ft a) Square footage of attached garage 912 sq ft b) No.of permanent flood openings in the crawlspace or b) No.of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State Tybee Island 135164 Chatham Georgia B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone Date Effective/Revised Date Zone(s) AO,use base flood depth) 13051'C'-0213 'F' 9/26/08 9/26/08 AE 11.0' B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined Z Other(Describe)GIS Mapping BI1. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 El Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? El Yes No Designation Date ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: El Construction Drawings" ® Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones A1-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized Site Vertical Datum 1988 Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 6.2 ®feet El meters(Puerto Rico only) b) Top of the next higher floor 17.6 ®feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) N/A. ®feet El meters(Puerto Rico only) d) Attached garage(top of slab) 6.2 Z feet El meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building N/A. Z feet El meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 5.4 ®feet El meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 5.7 ®feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including N/A. ®feet El meters(Puerto Rico only) structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code,Section 1001. y``�r0iG 111 I I/ /f Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a `�• �•,�' • ��• licensed land surveyor? ® Yes El No :•Q,tiG`'F:'• Certifier's Name License Number ''. • S Carl R.Jackson Ga.2555 Title Company Name n• 1 . Ga. Registered Land Surveyor Carl R.Jackson Land Surveyor,Inc. y '1 . ' ilb Address City State ZIP Code . ' •'•. ;bRV • i 411 Pine Street Bloomingdale Ga 31302 ,,/ • c. Signature Date Telephone /',���1;AG1--:%..` 3/04/10 988-3355 or 596-2189 Z IMPORTANT: In these spaces,copy the ct sponding information from Section A. For Insurance Company Use: Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 38-B Solomon Avenue City State ZIP Code Company NAIC Number Savannah(Tybee Island) Ga 31328 SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments HA)t bi'T S a^) aka-ET / - i A ate B V ..Sic 1e vE too Elevated Single Story Frame Residence. Service Machinery=Not in place as of Survey. ••••••<..:50%,101C--- Venting in the walls of the Enclosure not in place as of Survey but will be installed during later Construction. Signature �w / Date �/j 3/04/10 ® Check here if attachments SECTION E-BUILDIN EVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A, B, and C. For Items El-E4, use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters El above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet 0 meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is El feet El meters ❑above or El below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or El below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No El Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Cl Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.El The following information(Items G4-G9)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters(PR)Datum G9. BFE or(in Zone AO)depth of flooding at the building site: CI feet ID meters(PR)Datum G10. Community's design flood elevation ❑feet ❑meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt, Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number 38-B Solomon Avenue City State ZIP Code Company NAIC Number Savannah(Tybee Island) Ga 31328 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. -fol...i.4:77.7.,"-:,,fc,..7,: .,..„,5,:i.,", 1 11.: . ', : ' QV 40.0 _.----ii , , _ .. -- ,' _ X',-f"_/.. .. „.... .-*.ir, e. . „ PA.,`..O- 6 t �N.i - .' .; �i► _� <03r42010 Ilik II "�+•' _ ^.s .-w _. I s ;"mot'' ,r -� ■ Ma e ^i. 1'�� '�,—. __ -_ pi a I l! - Alt la. ? ` l►mi ij e, et 9 As- built survey required a after Framing inspection, before Insulation and Finals. sc?thot\‘ ‘ 15/ (\ (2) Construction Stage- For all new construction and substantial improvements,the permit holder shall provide to the Building and Zoning Department Tybee island,Georgia an as built certification of the regulatory floor elevation or flood-proofing level immediately after the lowest floor or flood proofing is completed. Where a structure is subject to the provisions applicable to Coastal High Hazards Areas,after placement of the lowest horizontal structural members. Any regulatory floor certification made relative to mean sea level shall be prepared by or under the direct supervision of a registered land surveyor or professional engineer and certified by same. When flood proofing is utilized for non-residential structures,said certification shall be prepared by or under the direct supervision of a professional engineer or architect and certified by same. Any work undertaken prior to submission of these certifications shall be at the permit holder's risk_ The Building and Zoning Department Tybee island,Georgia shall review the above referenced certification data submitted. Deficiencies detected by such review shall be corrected by the permit holder immediately and prior to further progressive work being allowed to proceed. Failure to submit certification or failure to make said corrections required hereby,shall be cause to issue a stop-work order for the project. #74 City of Tybee Island • Community Development Dept. el/ MIXER ; Inspection Report tr 403 Butler Ave. • F.O. Box 2749 • Tybee Island, GA 31328 .ms ti.117 •.. .• Phone 912486.4573 ext. 114 • Fax 912.786.9539 - - :i•ik:fao, r:R / Permit No 0(1-if3 Date Requested !rO Owner's Name 11C--1 ,7Z. Date Needed 3/21 / Gen. Contractor Subcontractor Contact Information L • Project Address fA5 123) 3012,11u211_Al Scope of Work 1jr. Inspector Date of Inspection :)1114,4)- [ 6,,* Inspection NjL1 Pass. il Fee - I .• ii d sov,5-, 50A( k),. Inspection Pass Fail Fee Inspection' Pass 0 Fail 0 Fee • Inspection Pass Fail Fee I tj . e-.---. ,,:..,;.::"..'..e:,;: City of Tybee Island • Community Development Dept= rirara - �, Inspection Report nr,� 403 Butler Ave. • P.O. Box 2749 • Tybee Island+ GA 31328 ?� -ra;. Phone 12JB�.4573 ext. 114 • Fax 912.78 =95 3 :;':..:s:"d Permit No. (-) 0 (3 ( 3 Date Requested ---1------ - 1 Owner's Name ,A ;`V.n_rs Date Needed ( •- I 9 - ( 3 Gen. Contractor Subcontractor e. - 0 c k (Di.S , i ‹.-z-- Contact Information r 4 4- -513 - ? S fo Project Address '� ?- 1 J 0 1 Q M (-) n v . Scope of Work n .e v-) D u e,5-1--II �� C O ,-.. - ,� � c? 0 Q Inspector -7111 n Date of Inspection . `s /7/112, Inspection . I o 6 Pass 0 Fee Inspection Pass C] Fail! 0 Fee Inspection_ _ Pass 0 Fail 0 Fee IInspection Pass Fail Fee„� . . 1-- • -. 11 .. , ; ..!.. . .._,,, •::.-...:11% City of Tybee Island • Community Development Dept. /...s. . ' MM.,s-■ •■'.-.•••' ••-,.' , Inspection Report 403 Butler Ave. - P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.7855.9539 :.•;,::.x.:4',....,1 ...., :,-414.:N111.r:R Permit No. 0 9 -- u 5 ( 3 Date Requested ) - Owner's Name . A k QT --S Date Needed \ - ( -).) - ( 0 .--- .,1 , i . of Gen. Contractor Subcontractor I- (-- Le c ii (u/1-, Contact Information b j \O V3 a_ (0 .ci?- 1 ci i ) Project Address Scope of Work n V )...--S --,r f .) e s-c. Inspector rli9 Date of Inspection ......--- I_ (0 f , ' Inspection t A...13.1. 0-' da .. -0 L-Mik Pass IT --i -A f 0 Fee - - ) 1 I 1 1 Inspection Pass 0 Fail 0 Fee 1 . .,.- Inspection Pass 0 Fail 0 Fee Inspection Pass 0 Fail Fee s / ..'./f.c., City of Tybee Island • Community Development Dept. • ' -' , Inspection Report ill°:,. 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 3132B „••..•-, Phone 912.786.4573 ext. 114 • Fax 912.786.9539 !rmit No. 6.1/9-,(2.5Z.3 Date Requ _di ested -.-.' /JO f ner's Name 7-k—---7' e....14.-0 ,> Date Needed I f I Pn. Contractor Subcontractor intact Information __ - i 7 - {oject Address , 38 1:5 :-.2 .4..),49(-113 -(2-rii'ogi-o ope of Work A..//- ,,/-- specter .1/4 Date of Inspection / , - / IIIIWIF ispection re,764/\- - ' Pass E--- Fail El Fee I / ft-7,374 ,A.:1 4.),-1 1.----e) /..... .;,-)1,614.)/-; .5'40(7' -6 ,$/41,,J /4,..) 1-1-.7,,) , /)1.-f 1->r,-I 0 i'-- c)/ 0 is-741- j(ic RI IF) ispection Pass 0 Fail (73 Fee 1 !spection Pass 0 Fail 0 Fee spection Pass 0 Fail 0 Fee ? \ ) . .. , •.•"-- Ikegy+, 1A --:. . .City of Tybee Island • Community Development Dept. • circus,-1 Inspection Report z,•_, : 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 - Fax 912.786.9539 :-;r".•:...:eli:-) .......______ i -- Permit No. 1.--) (-I-0 1 3 i Date Requested 2 - Owner's Name 7 .- v 7 S Date Needed Gen. Contractor e----7,N. Subcontractor 1...),--kv r(-, „-, E... e (...... . Contact Information ---1.) ru-f e __ _a.. all et. S C112 - SR -1) cq 4- Project Address c. ,ol 0 vv 0 ,.. A,./..e,• Scope of Work v--1. Q_iL) C .1 RP1/4,-.....6,, •-/- , / _. Inspector -1./ti Date of Inspection 1.75,-4 ILJ ‘2-1 0 Inspection -----,-;a e...) Pass Li Fad U Fee 1 Inspection Pass 0 Fail 0 Fee 1 i 1.- I nspectio til Pass Fail 0 Fee 1 Inspection ?ass Fail r7 Fee _ T}{ Result Report P 1 12/18/2009 09:36 Serial N0. CM35228060004 TC: 138430 Destination Start Time Time Prints Result Note Georgia Power 12-18 09:35 00:01:02 001/001 OK TM: Timer TX, POL: Polling ORG: Original Size Setting FME: Frame Erase TX. Note MIX: Mixed Original_TX, CALL: Manual TX. CSRC: CSRC.gFUID. Forward. PC: PC-Fax. _ RLY: Rela9, MBX: Confidential. : BulletPin. SIP: SIPnFax,FIPADR:FIPOAddress Fax,TX. I-FAX: Internet Fax Result OK: Communication OK, S-OK: Stop Communication, PW-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: BUSY, M-Full:Memory Full, LOVR:Receiving length Over, POUER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. RELEASES FOR ELECTRIC SERVICE FROM TXBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 94,2=9 4..11..13,537 Phone 912 3 3 . <o- _4444 o!Q-2�oS' O�-+h.1 3c�- a rest Location Address: F -" r:7=1/C:)/1"-M: mot# Release Date: 11-2 ^,-9�I - -TyS Type of Release: Temporary Permanent Subd Name: _ Electrician: Electrician Phone Number: ■wner/Builder: J-<<2 i ���S Phone Number: if>") C t�sr3'i -1 i rJ_ r-r ice.! Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phoue Number: OwnerBuilder: _ Phone Number: CITY OF TYBEE ISLAND APPLICATION FOR NEW CONSTRUCTION BUILDING P EMIT is ib 2 sets of building plans ' � �1 copy of survey showing 09 ., b513 ° j ground elevations&flood zone y ✓ $250 plan deposit .D PIN #• "O©® -- o— 0/B Location: � .�t��t�.�o� ��e % NAME ADDRESS TELEPHONE Owner �Q ,5se IJT EYS" <Soh /94/C 306)-/6'8.5-- 0 boe, or Engineer Oe c;q n c /1 ti‘---owes .9i/e- 7(9 7j'/,Sf - Building Contractor s)airi e r (Check all that apply) New Construction [I/'Residential Other [Single Family ❑ Duplex ❑ Multi-Family ❑ Commercial Details of Project: (U 5 V e s Estimated Cost of Construction: $ 5 0 0 00 Construction Type _ a. (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other (please specify) (2) Wood&Masonry (5) Steel &Masonry (3) Brick Veneer i Proposed use: �s'� /9 OW Se- 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.) 90.,#Off-street parking spaces a, Trees located &listed on site plan Access: Driveway a (2 (ft.) With culvert? _ With swale? Setbacks: Front , (2 Rear Sides (L) /0 (R) J p # Stories Height (_?0 r 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. i During construction: // On-site restroom facilities will be provided through ,( ief— �h D, va�VQ A . On-site waste and debris containers will be provided by \5 fig ,&y�/eY�r-s - Construction debris will be disposed by t 41 by means of ya// e 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: l //0 F Signature of Applicant: , e, Note: A permit normally takes 7 to 10 business 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: JJ signature D to FEES Zoning Administrator i`S V , ,I I• Permit Code Enforcement Officer 1i, !/ .1711.4 Inspections A OS Water/Sewer c Water Tap (070 Storm/Drainage % -� 4,4; _ , , : -p 9 Sewer Stub Sgb Inspections Aid to Const. Q( Z City Manager CC Recovery Apo() d(P °5:4- C`•.t(AL 1k 10 03 0250. �!'o.•nt 2to2.S0 TOTAL Q12 )4.'7S.7-�la15 4®D r-i-gSty,SO REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5-4, Code of Ordinances. Section 5-4-9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person, unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property(prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. Applicant name: Project I.D.: Attachments approved by: Date: CITY OF TYBEE ISLAND BUILDING &ZONING DEPARTMENT P.O. BOX 2749 TYBEE ISLAND, GA 31328 PHONE (912) 786-4573 FAX (912) 786-9539 FEMA Certification of Elevation is required for structures in a Flood Zone. Location of Work: 3 6 SO/o m ot, Owner's Name: S' yeti s:g e// / 'yr Address: � y/- a 8 Contractor's Name: eJ e y This notice is to confirm our understanding that all equipment such as air conditioning compressors, water heaters, furnaces, electrical outlets, meters, etc., are not permitted below the required finished floor elevation. By accepting the building permit, I (owner/contractor) agree to construct/place the equipment above or up to the required finished floor elevation, which is stated below. I/ BFE Acknowledged and agreed to this f day of De , 20 0 . Owner Contractor Signature 4.37..S'ag it'sg) Owner/ Contractor Printed Name STATE ENERGY CODE AFFIDAVIT Location of Work: JR Soh ii7i 0 e, Owner's Name: S, jjl S're// iC( pr Address: 38 d di /9 e_ Contractor's Name: entme-✓ This letter is to confirm the understanding of the owner/contractor to the compliance requirement of the Georgia State Energy Code for Buildings, 2000 Edition. I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings, 2000 Edition. It is understood and agreed by the undersigned owner of agent and contractor(if applicable) that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or misrepresentation of fact with or without intention of the permit issued which was based on the approval of this application. The owner as listed above will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held legally liable for any violations which may occur with or without his knowledge. The owner shall be allowed to request a Certificate of Occupancy when all inspections have been approved. /2/i/oq Owner's Signature Date ASS'ell Aitr Owner's Printed Name Contractor's Signature Date Contractor's Printed Name PERMIT FOR INFRASTRUCTURE ALTERATIONS Location of Work: 3 se,/0 mo Owner's Name: s,,,) , ALS°Se /1 / ers Address: 3 U ,St7�e5i4,7d 4 4t,e Contractor's Name: own C'r NOTE: Any alteration to City owned streets, curbs, sidewalks,waterlines, sewer lines, drainage pipes, catch basins, or other elements of the City's infrastructure,requires a permit from the City, and an acknowledgement by the individual seeking to accomplish the alteration,that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The City shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration, and agrees to fully comply with such provisions. / Description of alteration: ke €r try c' 1 ra/ p e/7 i4k A sketch or drawing must be attached illustrating the planned alteration. Attached? City Design Standards and Specifications: All alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration, or to an improved condition, as determined by the City. Certification: I hereby acknowledge the above requirements, and certify that I will perform the above described alteration in accordance with these provisions. 2/// ? Owner's Signature Date` ssa// /11i". rs Owner's Printed Name Lr/ e.1' Contractor's Signature Date Contractor's Printed Name APPROVAL Zoning Date Building/Code Date Water/Sewer I Date Drainage fz Date _ CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTMENT Temporary Electrical Service Affidavit Location of Work: .J g sn/f>,iia,„ 4'c. Owner's Name: £ e// /944- Address: 38 S©/oreii 4'c - Contractor's Name: 0 1,��r This letter is to confirm the understanding of the owner/contractor to the compliance requirement of the Georgia State Minimum Construction Codes. "I hereby declare that the requested temporary electrical power is intended for the completion of the construction process and the testing of equipment installed within the structure." It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval to occupy the structures. A Certificate of Occupancy must be issued by the City of Tybee Island prior to the structure being occupied. The owner/ contractor is hereby held responsible for any violations to this policy. A violation of this policy may result in discontinuance of the electrical service. /2/V/a Owner's Signature g Date sc,9 e/ Owner's Printed Name Ota Contractor's Signature Date Contrac or's Printed Name k„2-L.9 Witn-:s s Signature Date Witness's Printed Name CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: 3?9.�®/®/J1et) Owner's Name: jean- 'e / 44pr Address: 3 sz%mod) 4t/ Contractor's Name: fJ"u?tiev List the company name, business type, address, license number, contact person and phone number of all participating subcontractors. 1. Company /T, Merl- /�/u, ;y7.7 Business Type P/Lim.k,p Address ,'/„f e-e .., /a c/ License Number M to 0061.5-7 Contact Person C, Phone Number 76'' 2. Company Da r r e r k/e C, Business Type &--ip c f y;Gcu./ Address /0 Oro$ Ferris-0,i /),&, License Number /a .34 Contact Person Mr, D&vt eii Phone Number q/ ,S b 0,c-9y 3. Company b.-. yecil$4c Conch—gc/rai Business Type v ; ,. p 1 z743 -RZco Address 3//I I jJeV Or, //a0J74h License Number ..r, ir•?!-'!'r MI Contact Person ,trec/ 13e,i /c Phone Number 942 36-3-=if52s 4. Company a i„a 7Lec Business Type Heat r► + �e Address /2/ kt DePenne Are. ,c nccfJ License Number CA( O0 72.2 8 _ Contact Person /,.qtr y (11;‘,))f 00k _ Phone Number CI 5. Company Business Type Address License Number Contact Person Phone Number Attach additional sheets if needed, ot ' 1 '�+hi,orxtt°� Homeowner Affidavit STATE OF GEORGIA } } COUNTY OF CHATHAM } On this 1 -- day of be e e tv.. , 20 D 9 , I, R• r S SQ.« AAW S agree with this affidavit relating to the construction of (project description) J LI 2_,S't Cic 44 G0. located at (street address) 3 g '2) SO'0 tr+a ■ flu ,Tybee Island, Georgia. In accordance with O.C.G.A. § 43-41-17(h), any person is allowed to construct a building or structure on real property owned by such person which is intended upon completion for use or occupancy solely by that person and his or her family, firm, or corporation and its employees, and not for use by the general public and not offered for sale or lease. In so doing, such person may act as his or her own contractor personally providing direct supervision and management of all work not performed by licensed contractors. However, if, under this subsection, the person or his or her family, firm, or corporation has previously sold or transferred a building or structure which had been constructed by such person acting without a licensed residential or general contractor within the prior 24 month period, starting from the date on which a certificate of occupancy was issued for such building or structure, then such person may not, under this subsection, construct another separate building or structure without having first obtained on his or her own behalf an appropriate residential or general contractor license or having engaged such a duly licensed contractor to perform such work to the extent required under this chapter, or it shall be presumed that the person, firm, or corporation did not intend such building solely for occupancy by that person and his or her family, firm, or corporation. Further, such person may not delegate the responsibility to directly supervise and manage all or any part of the work relating thereto to any other person unless that person is licensed under this chapter and the work being performed is within the scope of that person's license. In any event, however, all such work must be done in conformity with all other applicable provisions of this title, the rules and regulation of the board and division involved, and any applicable county or municipal resolutions, ordinances, codes, permitting, or inspection requirements. Failure to comply with this affidavit may result in the owner being served with a stop work order or additional legal action which may include a subpoena to attend a court hearing. _. - . /LI( 7- '. _ Signature(do not sign until in the presence of a Notary Public) 944 SUBSCRIBED TO AND SWORN BEFORE ME THIS DAY OFT ec elm,kw— , 20_115___. �1.Y1°"-, (Seal) NOTARY PUBLIC My Commission Expires N©v • (DI -2°1 0 DIANNE K. OTCO. Bo 2749-403 Butler Avenue,Tybee Island, Georgia 31328-2749 Notary Public, Chatham County, GA 912 786-4573 -FAX(912)786-9539 My Commission Expires November 6, 2010 t ) ( ) www.cityoftybee.org MAYOR , i, CITY MANAGER Jason Buelterman C Diane Schleicher CITY COUNCIL . s CITY CLERK Wanda Doyle,Mayor Pro Tern s Vivian Woods Charlie R. Brewer P j Barry Brown s CITY ATTORNEY Eddie Crone 1c Edward M.Hughes Dick Smith '�+�i,ocs 'S1 Paul Wolff CITY OF TYBEE ISLAND Petitioner: Diversified Designs for Russell Akers Description: guest cottage Property Address: 38 Solomon Ave. Zoning Action Requested: Special Review Following any required Public Hearing, the Mayor and Council of the City decided on the 13th day of August, 2009, that the request for Special Review was GRANTED. ,,— .4 .e-e, 4/ , * i i3O ? Petition-r Date V9/ 1 ,1i '?1/7/0 1 ' i.nning d Zoning Manager Date c.t.c it) l 1PI "(Yor Date . � ��,( __. LUC C. \ -1 C`c1 Clerk of Council Date P.O. Box 2749—403 Butler Avenue, Tybee Island, Georgia 31328-2749 (866) 786-4573—FAX (866) 786-5737 www.cityoftybee.org DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 davisengincna bellsouth.net December 7, 2009 Jonathan Lynn RECEIVED Planning and Zoning Manager City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Ph: (912) 786-4573 Fax: (912) 786-9539 RE: 38 Solomon Ave. 4-0002-10-01B Akers Dear Mr. Lynn: I have reviewed the revised plan for the above referenced site by Boswell Design Service, Inc. My review is limited to drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. To the best of my knowledge and belief, it is my opinion that this drainage plan meets meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project Please contact me if you have any questions on this matter. Sincerely, /l 4"--X Downer K. Davis, Jr., P.E. President 2090400B (2.1-`J9 XQXed 44■ 30s(-,3e.1t C S9 -2 a 8"7) a2. DESIGN CALCULATIONS AND HYDROLOGY REPORT FOR THE Garage / Guest House 38 Solomon Avenue Tybee Island, Georgia FOR Russell Akers 38 Solomon Avenue Tybee Island, Georgia November, 2009 4O Re '+tt f 0 No.283 PROFESSIO *i �j 11-2d-•=' I+�VGiNE�� $0+ 1- BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 912-897-6932 L,AHBOS@BELLSOUTH.NET 1 �a view 11120/2009 -9 solomon avenue,tybee island, georg... - ,,, 8 i › 1/4_ 4,) i c maps Address 48 Solomon Ave Tybee Island, GA 31328 I Get Googie Maps on your phone Text the word"G Nil APS"to 46645 3 rr --'uolive _ ,---... I-. 4D (75 I Vete I iftitrint..,;Inr 5 cl -`••• 0 m.; ‘,., I d' oz a Sir,Aire Cro il rat4 Or Cea, -, E A Ahv a:I.-li a 1 b 4., d oc.% 0 • ir4= ....- -5/1, 1 r„ kf 11.- is ts % 7vtles 4 VI # l' Associ.d an 10' 1"- 16 411 ,I., 0 Wronwood DT tt, e . 4.0 , 0_ tat 415 luol V" --Irtki-Fi t hii g ....- - Shine C..4h 1 -skst` 51 Sandtewood Cl .." lia,' ‘,.. ., . ax First 74 i Rela., ; ....r ,-, ‘e° I IP ..- tc, 0.■ ...4 6-S.1- 0 0 0- .c.,} ,,. tr.. g" Palrowood Ct 4 0 0 Beachwood Ct t,- 1 o : i IP't- ce 42. /best g, Fleetwood Ct d'.... t.: 7-2 •I (0 10 . I al • o 4P6.4._ c3 .° North Rea&Grill" 0C1 Ave . i 5 ,i, 11:1 0 A: er can Fanie 1 I --) a -- 1 Real Fstate I <4 II*4 Far Sr.-even i o 0 tt, .b. •tt .I. r,„: & 0 S'ny '"0/404 ra ©2U09 POOgie FIER AVe Map data @2009 Googie http://maps.google.com/maps?f=q&sou... 1/1 1 HYDROLOGY REPORT For The Garage I Guest House 38 Solomon Avenue Tybee Island,Georgia SITE NARRATIVE AND SHE CONDITIONS The existing site contains an existing residential structure and the ground is generally flat with slopes between 0 percent and 2 percent with few trees.The proposed project will be the construction of a new garage/guest house.The total site is approximately 0.52 acres with the estimated disturbed area to be 0.09 acres. Detention will not be required for this project. The soils in this area have been classified by the Soil Conservation Service as being CuC (Chipley Urban Complex). PRE DEVELOPMENT SITE CONDITIONS The existing site consists of two drainage areas(E-DA-1 and E-DA-2). E-DA-1 consists of 0.27 acres and drains mainly to the east towards the adjacent property. E-DA-2 consists of 0.25 acres and drains mainly to the northeast towards the adjacent property. POST DEVELOPMENT SITE CONDITIONS The proposed site is divided into two drainage areas(N-DA-1 and N-DA-2). N-DA-1 consists of 0.27 acres and remains unchanged from it's pre-developed state. N-DA-2 consists of 0.25 acres and it's pattern remains unchanged but has an increase in run-off due to newly constructed impervious areas. The proposed run-off is collected by sheet drainage and by new swales and routed to the existing Tybee Island drainage systems. ANALYSIS METHOD The Rational method was utilized for the analysis of the pre-development and post-development runoff for this site. Hydroflow Hydrographs software was utilized to perform these analyses and for the purpose of sizing pipes, inlets,ditches and detention. The analysis was performed utilizing the following data: DRAINAGE AREA PRE-DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS POST-DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS IDF CURVES = SAVANNAH HYDROGRAPH GENERATION METHOD -- RATIONAL PRE-DEVELOPMENT SLOPE = 2 % POST DEVELOPMENT SLOPE = 2% TIME OF CONCENTRATION PRE-DEVELOPMENT = 1 0 MINUTES TIME OF CONCENTRATION POST-DEVELOPMENT = 10 MINUTES The proposed project is to be cleared of necessary trees and stumps to make way for the proposed site improvements. The resulting increased runoff,which is encountered due to new impervious area is displayed in the summary table at the end of this report. Run-off calculations accompany this report. DRAINAGE SUMMARY TABLES AND ALLOWABLE RUN-OFF CALCULATIONS DRAINAGE 2 5 10 25 50 100 AREA YEAR YEAR YEAR YEAR YEAR YEAR E-DA 1 0.47 0.55 0.61 0.68 0.74 0.79 N-DA 1 0.55 0.66 0.73 0.80 0.88 0.93 TOTAL INCREASE IN 0.08 0. 1 1 0. 12 0. 12 0. 14 0. 14 RUN-OFF Exhibits praltta e 4/Ire Hydrant San. Manhole d/ �+ /Top 7.01 14 ,,, Edge Grove/Read Cakh 0os/ Top 7.04 �l OP OP Th.6.54 V Guy 140 t OP 336‘35.°°1- — Wires ,'8&nItlNHni,iP !m, II' ,Qt a ax lnnWate A m nw xu:s x ml uvm m� nnunstm 11 water C 1 3 MekrO 6 't Benchmark C)..."(3..... 3 .4 No/ in Ugh?'Po/ �9 W p-DA-2 ^NGV01929 70.3) . *.D °9 Imp, • 0,03 ACriN o s a ."Per, 1; O,�'i62 AC LA) �m ""_ Tatal m ■0.25 AC `' W �; ''� � Tc m 10 min. t t$ C. th n Cw = 0,33 tit ;o 1? a Gv mMd t—t/Y ' *9 ti`I+ CI From...' � y iO Chaln Link w ctia^°ut itl:WAR, Fence -S....: 111 pla S56'35'00 E L1Yarae p0lah e#a ,0 11.19' 71,1 om"0. cam �� mmuunuumnlmm�uulm!UI III IT IQI `i t f' Of 4 '3 N a� h +S37'36 20 E— + 74.98' ?I +J 6 �I l ,' !6 Imam ir; d Fire Hydrant San. Manhole /Top 7.01 \\1:1‘ a, " Edge Crave! Rood Catch Bps! Top 7O4 OP OP Th. . Guy :4' b OP 336'35'00"E — 75.26' +n' Wires b C) lk'/� 536'35'00 E +.� — 136 k C CiQ Water MeterO y Benchmark o Not/in Ughf Pole W E/. 9.95 NOVO 1929 �'— m Wood A Ste IN--% N-o .n 43' ' O _ Cr Z. N m 3 z t_t/z a o rn N .. Or po;fdrno° N Q�A ° Chain Link 4` u. maul q Fence m ToAQ•g6 ?nt,.;u:,•,,;xauut'llh, aninmut. Soi. Fron" 001th 536:35 001E st 6 f 12.19' 0 0 ,mmttuw' cone. i;nmunuuinnintnmunnumu unnuw atuurwat IP ,t z +°* Cone. s� W c .� .S a O sf' + 537-36 20"E— + 74.98' 1Q1 + 6 N-DA , N o%u Lozirvzi,r itauutrHtmr :uuuutunnni,aaut % + Imp. 0.0 AC 13 ° `.° Vs` .+° r Unh ono ' Per.. =+'0,19 A + 1IN N ' 4r® ij,h�9.:i.:;if1 Total = 0,27 A- +.„� F.,,« IP i/fr%f�% e----. Tc = 10 min, m'r �U ,` e. ,�;�/y,%% Cw = 0,45 ,10 a w, b� AFY t 1i' L65 �• Fence h Ii ;iv ,{1Y/° ,�` 1 I :rrr.°°,n:11: -ifu,..•fi...i SCI 5 w.Hk" °� xu ulna.ut f,.n mv�ewmum�Fsswutrc A m_,.,,,,,,A.3. �o tte+�Dlslurbed+ 175.25' +.9 b / N 7-30'45"W LE.3.92 + •` _,_ Ed�,lt N/'Qn� fi°` � —+_.py9 San. Manhole +`p +try +a +yM Cr 7 Trip 6.06 San. Manhole Top 6.18 1 e..3.8* Cw Calculations AKERS - GARAGE/GUESTHOUSE --Cw CALCULATIONS E-DA-1 -CW PRE-DEVELOPED FACTOR IMPERVIOUS AREA = 0.05 AC. PERVIOUS AREA = 0.22 AC TOTAL = 0.27 AC (0.05x0.95) + (0.22X .25) / 0.27 = 0.38 E-DA-2-CW PRE-DEVELOPED FACTOR IMPERVIOUS AREA = 0.03 AC. PERVIOUS AREA = 0.22 AC TOTAL = 0.25 AC (0.03x0.95) + (0.22x .25) / 0.25 = 0.33 N-DA-1 -CW POS/DEVELOPED FACTOR IMPERVIOUS AREA = 0.08 AC. PERVIOUS AREA = 0. 19 AC TOTAL = 0.27 AC (0.08x0.95) + (0.19X .25) / 0.27 = 0.45 dp0 ra hs 111U11111111111 6 EN 9 io ED Project: RBLACK-HYDROGRAPHS.GPIE'F: SAVANNAH.IDF 12 hyd's 11-20-2009 Hydrograph Summary Report Page 1 Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (cuft) (yrs) (ft) (cuft) 1 Rational 0.47 1 10 843 2 -- — -- RA-SOLOMON-EDA1-2Y 2 Rational 0.55 1 10 996 5 — --- — RA-SOLOMON-EDA1-5Y 3 Rational 0.61 1 10 1,104 10 — -- RA-SOLOMON-EDA1-10 4 Rational 0.68 1 10 1,218 25 --- — -- RA-SOLOMON-EDA1-25 5 Rational 0.74 1 10 1,334 50 — -- --- RA-SOLOMON-EDA1-50 6 Rational 0.79 1 10 1,418 100 — ----- — RA-SOLOMON-EDA1-10 7 Rational 0.55 1 10 999 2 -- --- --- RA-SOLOMON-NDA1-2Y 8 Rational 0.66 1 10 1,179 5 — — — RA-SOLOMON-NDA1-5Y 9 Rational 0.73 1 10 1,308 10 — -- --- RA-SOLOMON-NDA1-10 10 Rational 0.80 1 10 1,442 25 --- -- — RA-SOLOMON-NDA1-25 11 Rational 0.88 1 10 1,579 50 — — --- RA-SOLOMON-NDA1-50 12 Rational 0.93 1 10 1,679 100 — -- — RA-SOLOMON-NDA1-10 Proj. file: RBLACK-HYDROGRAPHS : SAVANNAH.IDF Run date: 11-20-2009 Hydrograph Plot English Hyd. No. 1 RA-SOLOMON-EDAI-2YR Hydrograph type = Rational Peak discharge = 0.47 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.3 ac Runoff coeff. = 0.38 Intensity = 4.57 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=843 cult 1 - Rational - 2 Yr - Qp = 0.47 cfs • 0.5 0.4 0.3 a 0.2 0.1 0.0 0 20 40 60 80 Time (min) Hyd. 1 Hydrograph Plot English Hyd. No. 2 RA-SOLOMON-EDA1-5YR Hydrograph type = Rational Peak discharge = 0.55 cfs Storm frequency = 5 yrs Time interval = 1 min Drainage area = 0.3 ac Runoff coeff. = 0.38 Intensity = 5.39 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=996 cult 2 - Rational - 5 Yr - Qp = 0.55 cfs 0.6- 0.5 0.4 4 0.3— 0.2 – 0.1 0.0 0 20 40 60 80 Time (min) Hyd. 2 Hydrograph Plot English Hyd. No. 3 RA-SOLOMON-EDAI-10YR Hydrograph type = Rational Peak discharge = 0.61 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.3 ac Runoff coeff. = 0.38 Intensity = 5.98 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=1,104 cult 3 - Rational - 10 Yr - Qp = 0.61 cfs 0.8- - 0.6— 4 0.4— 0.2- 1 0.0 0 20 40 60 80 Time (min) Hyd. 3 1 Hydrograph Plot English Hyd. No. 4 RA-SOLOMON-EDA1-25YR Hydrograph type = Rational Peak discharge = 0.68 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.3 ac Runoff coeff. = 0.38 Intensity = 6.59 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=1,218 cuft 4 - Rational - 25 Yr - Qp = 0.68 cfs 0.8 0.6 — - co C'1 0.4 0.2- i 0.0 0 20 40 60 80 Time (min) Hyd. 4 Hydrograph Plot English Hyd. No. 5 RA-SOLOMON-EDA1-50YR Hydrograph type = Rational Peak discharge = 0.74 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.3 ac Runoff coeff. = 0.38 Intensity = 7.22 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=1,334 cuft 5 - Rational - 50 Yr - Qp = 0.74 cfs 0.8- - 0.6— cn 0.4— — 0.2— 0.O 0 20 40 60 80 Time (min) Hyd. 5 Hydrograph Plot English Hyd. No. 6 RA-SOLOMON-EDA1-100YR Hydrograph type = Rational Peak discharge = 0.79 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.3 ac Runoff coeff. = 0.38 Intensity = 7.68 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=1,418 cuft 6 - Rational - 100 Yr - Qp = 0.79 cfs 0.8 0.6 0.4 fi 0.2 ` - 0.0 0 20 40 60 80 Time (min) Hyd. 6 • Hydrograph Plot English Hyd. No. 7 RA-SOLOMON-N DA1-2YR Hydrograph type = Rational Peak discharge = 0.55 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.3 ac Runoff coeff. = 0.45 Intensity = 4.57 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=999 cuft 7 - Rational - 2 Yr - Qp = 0.55 cfs 0.6- i 0.5 0.4- - — 0.3 0.2— ' 0.1— 0.0 0 20 40 60 80 Time (min) Hyd. 7 Hydrograph Plot English Hyd. No. 8 RA-SOLOMON-NDA1-5YR Hydrograph type = Rational Peak discharge = 0.66 cfs Storm frequency = 5 yrs Time interval = 1 min Drainage area = 0.3 ac Runoff coeff. = 0.45 Intensity = 5.39 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=1,179 cuft 8 - Rational - 5 Yr - Qp = 0.66 cfs 0.8 0.6 cn Cl 0.4 I 0.2 r 0.01 0 20 40 60 80 Time (min) Hyd. 8 Hydrograph Plot English Hyd. No. 9 RA-SOLOMON-NDA1-10YR Hydrograph type = Rational Peak discharge = 0.73 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.3 ac Runoff coeff. = 0.45 Intensity = 5.98 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=1,308 cuft 9 - Rational - 10 Yr - Qp = 0.73 cfs 0.8- -, 0.6— - - ,\ 0.4- -/ 02— 1 0.0 0 20 40 60 ' 80 Time (min) - -- - --- Hyd. 9 Hydrograph Plot English Hyd, No. 10 RA-SOLOMON-NDA1-25YR Hydrograph type = Rational Peak discharge = 0.80 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.3 ac Runoff coeff. = 0.45 Intensity = 6.59 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=1,442 cult 10 - Rational - 25 Yr - Qp = 0.80 cfs 1 .0 0.8- f\\ \\\\\ u) 0.6 - CI 0.4— 0.2 0.0 0 20 40 60 80 Time (min) Hyd. 10 Hydrograph Plot English Hyd. No. 11 RA-SOLOMON-NDA1-50YR Hydrograph type = Rational Peak discharge = 0.88 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.3 ac Runoff coeff. = 0.45 Intensity = 7.22 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=1,579 cuft 11 - Rational - 50 Yr - Qp = 0.88 cfs 1 .0 - - — 1 0.8 ANN\\\\ o 0.6 c.) U 0.4 ii 4 0.2-?' 0.0 0 20 40 60 80 Time (min) Hyd. 11 Hydrograph Plot English Hyd. No. 12 RA-SOLOMON-NDA1-100YR Hydrograph type = Rational Peak discharge = 0.93 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.3 ac Runoff coeff. = 0.45 Intensity = 7.68 in Time of conc. (Tc) = 10 min 1-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=1,679 cuft 12 - Rational - 100 Yr - Qp = 0.93 cfs 1 .0- — -- 0.8 v) 0.6-- a 0.4— 0.2 ---- 0.0 0 20 40 60 80 Time (min) Hyd. 12 Swale Calculations s Worksheet for Triangular Channel - 1 Project Description Flow Element: Triangular Channel Friction Method: Manning Formula Solve For. Normal Depth Input Data Roughness Coefficient: 0.025 Channel Slope: 0.80000 % Left Side Slope: 4.00 ft/ft(H:V) Right Side Slope: 4.00 ft/ft(H:V) Discharge: 0.30 { /s Results Normal Depth: 2.91 in Flow Area: 0.24 ft2 Wetted Perimeter: 2.00 ft Top Width: 1.94 ft Critical Depth: 0.20 ft Critical Slope: 0.02031 ft/ft Velocity: 1.28 ft/s Velocity Head: 0.03 ft Specific Energy: 0.27 ft Froude Number: 0.65 Flow Type: Subcritical GVF Input Data Downstream Depth: 0.00 in Length: 0.00 ft Number Of Steps: 0 GVF Output Data Upstream Depth: 0.00 in Profile Description: N/A Profile Headloss: 0.00 ft Downstream Velocity: 0.00 ft/s Upstream Velocity: 0.00 ft/s Normal Depth: 2.91 in Critical Depth: 0.20 ft Channel Slope: 0.80000 ova Critical Slope: 0.02031 ft/ft Worksheet for Triangular Channel -2 Project Description Flow Element: Triangular Channel Friction Method: Manning Formula Solve For: Normal Depth Input Data Roughness Coefficient: 0.025 Channel Slope: 0.45000 Left Side Slope: 4.00 ft/ft(H:V) Right Side Slope: 4.00 ft/ft(H:V) Discharge: 0.93 {t3/s Results Normal Depth: 4.95 in Flow Area: 0.68 ft2 Wetted Perimeter: 3.40 ft Top Width: 3.30 ft Critical Depth: 0.32 ft Critical Slope: 0.01747 ft/ft Velocity: 1.36 ft/s Velocity Head: 0.03 ft Specific Energy: 0.44 ft Froude Number: 0.53 Flow Type: Subcritical GVF Input Data Downstream Depth: 0.00 in Length: 0.00 ft Number Of Steps: 0 GVF Output Data Upstream Depth: 0.00 in Profile Description: N/A Profile Headloss: 0.00 ft Downstream Velocity: 0.00 ft/s Upstream Velocity: 0.00 ff/s Normal Depth: 4.95 in Critical Depth: 0.32 ft Channel Slope: 0.45000 Critical Slope: 0.01747 ft/ft Hydrograph Plot English Hyd. No. 12 RA-SOLOMON-NDA1-100YR Hydrograph type = Rational Peak discharge = 0.29 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.75 Intensity = 7.68 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=518 cult 12 - Rational - 100 Yr - Qp = 0.29 cfs 0.30 0.25 0.20 co 0.15 - 0.10— -- - – 0.05— - i 0.00 0 10 20 30 40 50 60 Time (min) Hyd. 12 SAG'S 1 . , • 1 15".IN . • , Mi. l 4, - i. • '".. Ilk .7,1 -..., ..r... - 0,-d 'r• ,,...; • — . ■*--7;. ILidt ,;•.-t... 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N ..`• .... ]./ 32°0'58" N 32°0'58" 514320 514360 514400 514440 514480 514520 514560 514600 514640 514680 Map Scale:1:1,780 If printed on A size(8.5"x 11")sheet. a° b 0 " 'Meters a m N 20 40 80 120 $ /// ,\ VVV feet 0 50 100 200 300 Natural Resources Web Soil Survey 11/19/2009 MIMI Conservation Service National Cooperative Soil Survey Page 1 of 3 Soil Map—Bryan and Chatham Counties,Georgia MAP LEGEND MAP INFORMATION Area of Interest(AOI) ,I Very Stony Spot Map Scale:1:1,780 if printed on A size(8.5"x 11")sheet. Area of Interest(AOt) Wet Spot The soil surveys that comprise your AOI were mapped at 1:20,000. Soils A Other Please rely on the bar scale on each map sheet for accurate map Soil Map Units measurements. Special Line Features Special Point Features Gully Source of Map: Natural Resources Conservation Service g; Blowout Web Soil Survey URL: http://websoiisurvey.nres.usda.gov Short Steep Slope Coordinate System: UTM Zone 17N NAD83 ® Borrow Pit Y • Clay Spot r Other This product is generated from the USDA-NRCS certified data as of Political Features the version date(s)listed below. Closed Depression 0 Cities Soil Survey Area: Bryan and Chatham Counties,Georgia X Gravel Pit Water Features Survey Area Data: Version 5,Dec 21,2006 Gravelly Spot Oceans Date(s)aerial images were photographed: 9/5/2007 rgt Landfill Streams and Canals The orthophoto or other base map on which the soil lines were • Lava Flow Transportation compiled and digitized probably differs from the background i Rails imagery displayed on these maps.As a result,some minor shifting . Marsh or swamp of map unit boundaries may be evident. • Mine or Quarry Interstate Highways @ Miscellaneous Water US Routes CI Perennial Water Major Roads v Rock Outcrop Local Roads + Saline Spot Sandy Spot Severely Eroded Spot .y, Sinkhole 3, Slide or Slip fig Sodic Spot s Spoil Area Stony Spot USP_\ Natural Resources Web Soil Survey 11/19/2009 �—' Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map—Bryan and Chatham Counties,Georgia Map Unit Legend Bryan and Chatham Counties,Georgia(GA613) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 1 Cuc Chipley-Urban land complex 11.5! 75.5% I r Om ;Osier fine sand 3.71 1 24.5% Totals for Area of Interest 15.2 100.0% Ls.D\ Natural Resources Web Soil Survey 11/19/2009 idit Conservation Service National Cooperative Soil Survey Page 3 of 3 FEM_A'` 1 „Irk f•�•' .r, `...fit•:•�.. ti ZONE VE ZOI . `iQ∎ ..:...v.....,!...-.....:' t�4 � ^P` rr•,tAa•. .f+R•y49?' �` °k`�” r+`arw• r ' , (EL 15), (E 1 r;i1r R 'R t • R R •• -4 d CA}P�TAINSrVIEW'RDc' •�•py ,ZO'NE AE'6 :{{` 3543000n MAP SCALE 1"=500' +'� : ! a i!' , A• •,,,'(E L 12)..:•.*.°:•:•:'t•i'' 4. tj'�r IL, . :, 250 0 500 1000•• � `` ;,'" • . w ••••••_,40. i•.-r•'t.••'•••••••••:•••: .1 ' e•.'.'i. $ I—I F--t t—t I FEET • . y � ,..r.......• . .' " . ''. ,sR;'•` t4' : ro.•'••••y•••••••:,.... `tt, ZO—I I—I t 1 METEF ° `r r 3••'+!•'. • . , '''—ZONE 1 •: :: t ' ' ' ' ^:•:•••:•:•:°a•:•:•:•:°:�`•.•: (EL 16: �"' CC •: :..•.... "TAYLOR.STr r.• +••'` ©NE r - 4.:':ir:•:':.:'� . ;•, ;. ":•:•:•:•' „,III n ,,Im, d!•'• :: r.• �Y NSF lad d PANEL 0213F Mil ri :• x A -,444104 ? ;� '• ........,..e.-.. . : •� 1.;:;i;.r.1..—ZONE A II,.111.; -...,lJlll .'dE1 '-. .r fit• ,'•�, .k flit . 1, ~ R (EL 15) _ • FIRM '. t GULI 11,..,. •PAVE � "'.. r••• 'sOe�MO . � :;:; F RAILWOOD DR,F r► ' ” ' _ o� FLOOD INSURANCE RATE MAP * r ▪ .• : , �`°: iigVF •.�*• :;.:; 1•" R° r' ►.-.•. CHATHAM COUNTY, !+. •. ;1: , • 3.1•:•?••••••••• �`. ►:. r' GEORGIA .• �•. 4 ▪ l •••,,s •••!a •• •'r`• R ° .: '®'II AND INCORPORATED AREAS '„ ..` .; "'•a �" �' . : .•�r ' t.04...1:•r +! F I,� I PANEL 213 OF 455,21,Q - , d • "• ' @ Rie .',1� `. ° tta j,1'':••` .t 's•:•1 • 'iIIi E 'IG M f'y. •'t ▪ ;* .I (SEE MAP INDEX FOR FIRM PANEL LAYOUT) 1 ' ▪ •It • • #, •.. Ills... ° r,• �•'; • 7 ♦ e F` .a Q CONTAINS;•6 •J�N 1%:'• �� - M ORE}A # >5 ,,F. r A ;+ty r 10.!� COMMUNITY NUMBER PANEL SUFFIX• i "'2,, 4•'� . ♦eft pne CHATHAM COUNTY 130030 0273 F • 4j+Q+• �< !"7r'" ✓ '1'..,I �yQ • A ° ;•• .....3.:;41:300.— f�. TYBEE ISLAND,CITY OF 135164 0213 F ry PQv `� •°' u t �FtRy � r iit� + dT °...1.. s v • , v •'� • n ..• !!r I.X. " are -»J ``ti► f �O • h 4 x. 9.'' f t p?';ig CID *' 't .r404 to +, �,,e� r`''r dX- °C t+'i1r y _)., Notice to User:The Ma Number shown below I _ _ . 4+Y'y'' .' • BRYAN RD., �,,: ,4'4p r ••.41, 1, ∎- .x p .t • fi¢ �' -' 41 ` should be used when placing map orders, the ; , 1'c _'t• ▪ 0• '}' �i w ,,,r'Pa ,. ii r,.E.,' HIM' Community Number shown above should be ,r °• 4 y. c Y,Aq wi: used on Insurance applications for the subject . *' ti 1 , ▪ ''` OG` s . is '' r 4.-"r°-.:. ''4 N bm. community. r 1y dl" 1• • • SST + * --I .0t4i—�Fa.T MAP NUMBER `'` ;, * r+ ,..''+ f '4 4.'`' `'` �, ® 13051CO213F kis, ,,y� -r 4.R' b. 111111 ,• ; ;� yI • °I ' ,+.t ' , . p. Q �I�I,1,. os 4" EFFECTIVE DATE IND SE c CO SEPTEMBER 26,2008 t' t ;�t , j,° r r` °` '".+" z Federal Emergency Management Agency 41V- ,. ,—, ''.—. } .:4„4.13: '�: ; ',. S�''' yr'3�+' ■ IIIDII g Y g Y I . r 4 6i: A , ' 1e, N.wy j, / This Is an official copy of a portion of the above referenced flood map. It • r,., '•g;A.. • +►�,.° r 'u of �o' `.. ,t/;. y k.,r;" '{ Q' ';:',,.r, l+°'_35 00(was extracted using F-MIT On-Line. This map does not reflect changes y 1 y3f+�. /� 42 or amendments which may have been made subsequent to the date on the p,,,/v..,13 ' ''4 t ,° 28 A a. 4 i title block. For the latest product Information about National Flood Insurance • .. r• „ ' .r , t tie'y,y+,•;, Program flood maps check the FEMA Flood Map Store at www,msc.fema.gov 6 k. RECENED Solomon Avenue 90' ft/W S , 1-s-oci an. Manhole ."4_ i .-e,'__. ,/Top 7.01 \ ;„) 4, , - , .________ _ _,/ --Etigo -ovel—Rood 't-'. Catch Basin Top 7.04 OP ----- OP — rh.a 54 .....-,,, , 7-, _______________ ----0,- ----- OP 'As,7".7,444,,,N9, fi. AA ----- 75.26' Ovy 0,..„. :, 536°35'00''E Wires ''' -6 „ ' , 1.,`' . (- \ — -.- — — — __.., S36°35'00"E 1. _ 136:79•- IP{ . ,\9k\ .--7 — CI Water 1 ,f...' 1 Meter u . I i ,-- I\ LT., .' 1 . i c r nchmark \ (:)„,-13 \ \ t, all In Light Pole 10- \ 1 1 '4'1 o 4 995 s, M 73 — \ I 0 ; A 3 c)). s- ; Wood ,,'kt i IS:1 NGVD 1929 co ; Ste- s "• 1 Lot 4 V) \ \ 'v 4,- 1 I $ . ...... < ' --t).,c, trri `) 1 ' eb \ --i a C. k.tO .- I 'Z ,oc . c% ‘ .!' v--"-_. , +'4, • Porch , 1 - 1 '` , \ Z. \ \ M \ ‘ .. o \\ I Woo, tic\I 4,0 0 co \ (.1 0 - ‘• 0,(A c ib..7-- - . ,I ii 5 I 0 z- V,..)04 li _- - , ,.. x s. V- • Elevated e +.,-)f----36- 4:•.). —z. qz V mca '70 Frafre „, +' 1 - % o . \ N if lai .1 o WI 4, A/C Pal" li Resith9nca.N, , , to Chain Link -c--- i-...CI_ r In vi o Cleanout ,,, I l' I % 1,,----Fence i.• rnz Top I I . f . % .--- ' 1% . . Sat , . \-- ----—3—it')' 6,,, \. { )1:e 556.35'00"E Frame 1 ()Dish eidg. i' --1 .- - - --- ---- \ f)( 7 1 i 12.19' — IP r • . r) .., z 0 , ,,,. conG., , ,,, 0 . 4.. , ... ct ■., \ ■ h- of? ____------- Ns,. ' cm -, :,, (v ,,,, , r.. N4 0 tZa , -,'°1 .p., 537°36"20"C — 74.98' .\91k )k ib$:' , 0 4 if 0 I 6. ( , ,r.t.t-- , ...-- --' -..7.74"._ .."-:i 'N.) 0: 1, i ik) (1•.+ • o 0 I cs-' ' , ; 'S 81nNE b•P --‘-' \ \ Chain Link Ct. N ' ' +, ZNI C\I ‹,:..4:, „ to T 6.l I .r'''.'igfn:E ° Fence , i oi 2 7 ■7.(.,7 2(,) 1 0 T CI) ' /.9 /177', i :Z. ' , ' K *'•/ v) tu cz 6.32 "44. ,„:, cf, ,i, Chain Link I ii) -4c C3 I ...?i Lk. ./" /p"c.7( ; . lenCe 4 i ,,'c's / i */,)'` \ ll..co CA . . . G.o I ,,, I •Tu.' ' . --'.. - +1/4' 1\ii.0, .,3 , . ! - (0..o I Chalh Link 4Tcet t X • t„, 6.S0 • A• It" Fence 4' i ,' Fence ' zx=_.4. ',' ,, 7 'i'n,, ., ' +- { 14- ,,./4%;_p 6,, _4 . , .4.‘4s A .9'1 l' +4 I If t . 5 , ,71 // ::'1".. 2. . --,--:-L. ,.x414,0.- ?- — —7,-*--44.-x".-...6...2.^..- -4.0.1,-..14 , K ' + E' ' , M.37•30'48"W 4C.3,92 (`--;"+.;.-1----.- (0. 151 ,4, 7w4,,/ // 4? <> t.- Ed e As•Atill Pavernanl., , .,`P 4■;,‘A II ,n7 / / / ,/,,, . , _ , , / - ,/ ,/ ,, „/ 77.. /,7 // .., /., / %/ / /Alr.7,/ / /1> ,":-i- r§9,.(7'64•10a6nhole / • o.2. ff. ; , . / ,-" ,_,, , / /-<,/,,, Partial Tree & Topographic Survey rg. 11 AVERAGE ELEVA2iIQ;N. ,i ":/5\cs'oa/to'n/.6/m:foel :// / / ' ''' /131"' *I/:/(Stroet,49,1011,/ : '; :1 ,,, /, c''+'/ '/ . Lot 4-A Being A Recombination Of Lots 4, 20 And Portion ' LEGEND: 414E3.84 Of Lots 3,19,21 &22, Campbell Subdivision, LLOWFD,Je...------5. 1 -7: . Irs IRON ROD SET ' 49 Irf IRON ROD FOUND Fort War c4 Tybee Island, Georgia REFERENCE.. a cm! CONC. MONUMENT FOUND Pin# 4-0002-10-0/8 e. of IRON PIPE FOUND • - - . 1. 0.8. 159 P PAGE 415 Also Known As: 38 Solomon Avenue '.'..- 2. Plat 0,f Lots 4, 20 And Par//on PP POWER POLE , • Of Lots 3,19,21 & 22, Campbell S/D, OP OVERHEAD POWER LINE FOR: S. Russell Aker s &Sharon 11-. Akers ,:- dated 4/27/93 Surveyed Ry Bert a 8arreft, Jr. • `6- EXIST. CONTOUR ,.., ..... . / SPOT ELEVATION <> .1:7' • • ERROR OF CLOSURE: ' )‘ ' Vincent' Helnity „ . ACCORDING ro THE FLOOD INSURANCE Solomon Avenue 90'R/W OP Op GU oA OP r r 1 . .. S36°35'00"E Wires ( � �4`1tJ li;". t,E Q — — —' 75.26 �Q� 536°35'00"E _ _ _ 136.79' ipi — _ NOV 11 . 41 � f,_ 25 Water U� � Meter 0 �+J Benchmark �`., I`.Ili. ��'cc� Y� *7 Nai/ /n Light Pole ^ I = -, E/. 9.95 NGVD 1929 \ '4 \ L o t N\ 3 WpOd Lot 4 ! .{' . 1=- ` 4% Step I N - 3 m = O I �� 3 ° arch ~„ m 4 ° Wood Porch APPROVE/ BY THE TYBEE ISLAND ZONING ADMINISTRATOR o o �. 36.7 ! o LEGEND: 2 story I J N � '" Elevated 1-1� AA l �� ® irf IRON ROD FOUND o' �` Arai pad Res dente �N - o cmf CONC. MONUMENT FOUND �3, vl / I`O Chain Link ) DATE o Cop6.9 t 1�Fence R; Top 6.94 ® ipf IRON PIPE FOUND ���, i u s Lr Dish °35'00"E APPROVED BY THE TYBEE ISLAND MAYOR ' 1 l 9/ 9 PP POWER POLE 32 Frame i o OP OVERHEAD POWER LINE �� -- Bldg. - — 12.19' DATE �ry '� ��J o CLERK OF COUNCIL DATE S37°36'20"E _ 74.98' �Q{ 0 0, o 7X x- = —t -XTX �' cry Chain Link ��. j \° Fence Lot 2/ Nc Lot 20 L o T 19 o � ✓L.�/ ' Chain Link �� ��' r i)/ ///� Fence o e0 e0 N-N � 4 Aial-- /(- V'6,2 '/�_ Chair Link Chain Link I co Q OWNERS DATE / Fenc'e Fence 5a-/ _J i ;t{ Lot 4—A ° f .1irt Y x---�r---�-- — –ter I�– — – —' / Disturbed 175.25' — N37'30'4811/– A Recombination OfLots 4, 20 And Portions / f 2%/// ///////// / Edge AS°halt Pavement / /// Of Lots 3,19,21 & 22, Campbell Subdivision, ////////////////////////// , rOVAIVAM7-///////// Fort Ward, T y bee Island Georgia ACCORDING TO THE FLOOD INSURANCE RATE REFERENCE: Pin,# 4-0002- 10-01 B MAP 13051 CO213F DATED SEPT. 26, 2008 THE SURVEYED PROPERTY IS WITH/N 1. D.B. 159 P PAGE 415 Also Known As: 38 Solomon Avenue A SPECIAL FLOOD HAZARD AREA, ZONE 'AE" EL. 11.0 ��QR G,jq 2. Plat Of Lots 4, 20 And Portion v�STERE.11 FOR: S. Russell Akers & Sharon H. Akers Of Lots 3, 19,21 & 22, Campbell .S/D, q- ERROR OF CLOSURE: Dated 4/27/93 Surveyed By Bert w' •NO. 1882 • FIELD : 1/ 29,368 G Vincent Helmly ANG. ERROR :2"PER ANG. PT. G. Barrett, J/. < /s..ADJUSTED BY : COMPASS METHOD I �'.d S ,ip- 317 DERRICK INN ROAD p6t. 4 PLAT : 1/248,247 0 30 URVE EQUIPMENT: TOPCON GTS GTS236W TOTAL STATION , SA VANNAH, GEORGIA DATE.' Oct. 22, 2009 SINGLE PRISM SCALE: 1 " =30 30 (912) 925-3523 JOB# 09-97 . ! �.min,pu, �.. • Solomon Avenue 90' R/� San. Manhole tie Top 7.01 ; ,---- Edge Grave/ Road Catch Basin --..- t' e Top 7.04 F �` ` .. Th.6.54 OP-- - -- — OP � .. I - - �oA-- __— — OP �9 Guy L °.o '>c,. �, Wires -6 536°35'00'£ - --.- 75.26' +' S36`35'00^E °v4 r { (- o _ 136; "9' iP - - I Q \ `Q - - IWO/er a _ _ - ". /1 \ U-1 { Meter 9 i I c enctimark \ o \ .,\ 1 41'/ In Light Po% \ } i a 1 9.95 :C3 3 Wood ,N-1 0 , I'GVD 1929 \ - \ co I Ste 5 . Lot - i,n r �' ' I;�' . Va o ( ,, 1 i \ c 4-- I Wood r ! Z.- 1 \\c \ j I Q �,- ----- ( 5 1 . j o 1. t1s to i\` Elevated 1-1 1 Sto y v,fl v;l e Frame ` . f +rte x— k ,. From gd ResfdenCe\, c, o c,` A/C P i `a Chain Link P ; • � o Cie 6 94t {o4, f�Fence m TOP 6' • , _ -�- 111 6 Sc,. ' F. , 3a st Frame e� r� ()Dish 1 4. 536'35'00'£ ' li_ { 12.18' m o .. Conc•I i; ;f{ o k.: o --i-- L° ,\ I ' r k N ^° ,P S37°3620'£ --- 74.98' �,p' cp 0 1 0' e N i I , .Y '114E b0 \. Chain Link (� ��p :�� e. i ig'. ip N ryl lD. i Fence ( II �'7 ` I i (% I v 1 v in I y O Z 1 b•32 /q� e, �": • I Chain Link I i t ° ' o•O cc�� ''' ,n t I , +b `O /� to a9, `a 2 0 -y v'. Chaib Link Chain Link w p q "' 6.So /C{� r� ,. Fences i ; Fence 6 k. j /. : .4,51urbeq,?' •f 75.2,5..,' 4,„'D' �sef N37"30 48 W E.3,92�,- .i _ I �• �S // a��, 4 Ed•e As•Boll _ hP •r� U •� 4°049 4' / / / /f / , :/ / / / / , / ;' I // /. / %/ ;/►1;'/,' /•/'/i / vn. Manhole 6.06• `r irl �{ ,/Ni -/ /�.i,', / /. "/iw,w , t 'oe - 3, � - / Pa�°tzal Free ®g `a �izc }u z�ey fy" ' VERAbE ELE AIQN San. Manhole ,' 51 rap s t6 I 1 E.3 84 Lot 4-A Being I�eco�abination Of Lots , 20 And Portion e"^ LEGEND. Of Lots 3,19,21 &22, Campbell Subdivision, ! E ,'rs IRON ROD sir C In' IRON ROD FOUND Fort Wart, Tybee Island, Georgia REFERENCE: E cmf CONC. MONUMENT FOUND F 4-0002-10-018 1• D.B. 159 P PAGE 415 c Ipf IRON PIPE FOUND Pin ` 2. Plot Of Lots 4, 20 And Porf/on PP POWER POLE Also Known As: 38 Solomon Avenue I OV£RHEAP POWER LINE Of oafs 3,1s,21 22, Campbell 5/0, OP FOR S. Russell Akers &Sharon H. Akers ' doled 4/27/93 Surveyed By Berl G. Barrett, Jr. W- EXIST. CONTOUR r ,:-•-, +.,�” SPOT ELEVATION• ERROR OF CLOSURE: his ' n 0 .� T" ACCORDING TO THE FLOOD INSURANCE RATE .._.- . . .._ _... l inceia 11elmly Solomon Avenue 90' .R/W San. Manhole 2 /i,�g, �y Top 7.01 �`°' 3 Edge Gravel Road Catch Basin ►b. Top 7.04 No OP Op Th.6.54 �°.0 • Op �o Cut' A30 9'.t' S36°35'00'E Wires ,/ �6 75.26' - + - S36°35'00"E ±to- _ - 136,79" - iP{ • '4 . ' •XS� — — - - O. Water / CTr "3 \ Meter D I 6 Benchmark , c? i \ I. t Nail In Light Pole t:)._ i El. 9.95 wo NGVD 1929 l �— L a t 3 Wood Lot 4 S v Step A I N h � D �. I� ° -n Q 'J1 v` �2 22 D i 0 -i-v I WOO' porch t \ (1) \ \ .K.. \\o VI c: 7' /� k. o Ti. 36• 5 I j 2 tort' t 3- w Elevated 1- 1/ �� y� e +rX 4: Frame o Frame +�' Res' ,%1 o C `� . , e° t i I Chain Link 1, 131 o Cleanou rT Top6.94 I v--Fence �,►�� 111, ' Sat. 32-6' 2 & Frame 6E ()Dish S36°35'00"E °`� �� 12. 19' -�, Bldg• _.±..._°. I I I iP{ co O (■ ConC•l 0 oA 0! +524 �4,, `P to �, 11 ,� N °2 .�4 +� S37°36'20"E }� 74.98' iQ �� Q +(��:.) 6 \ N o it• 3 ti e — - N. e 1 b► 18•PINE�d� `�. ha/n Link 4:,,,, 4, h'^ �' ° t coZ / WIN NE 0 ence 10' S/DEJ YARD Lot 21 it + Lot + 4-`" I h o t 20 L o T m 19 i • z `�4 PIME N I�'�l1ll, V m / O / Q o �oP m a t /G/+�/ ° � 31 �1 GARAGE/GUEST I ' E�' II Elj �1' �S PORCH �j• git �et� HOUSE 38x24 18x24 c + nz o ,c ee� cgs �• --��, - _ - - n � - - Chain Link - - 4 lk /5Z 10 SIDE YARD Fence- k,� y,� �/ 2�� me+chain Link 'e4-- q>C / 1 Q + `b t° 43' h { irf /.+4 - - - - __ - -- . - - - - +0 Disturbed+`° 175.25' +bill — 44 N37°30'48"W 1.E.3.92 ` % v 1. '°� Chain fink ' ///, // �` h°' Edge Aspha/t Pavement ` � y1`' 1 I s4o,�°' / /�// /� �/ �/ / /// / /// / // /,/// /// / /// //1j,/// / /7/ 1711- Manhole / `� �� +�� ` ' ' , ° 6.06 `/ `b// /////?/ ///// l 17/�� �/ e r// //// + /1 // / //A( // / ////// / //// / / //// / /////// Partial Tree & Topographic Survey San. Manhole Top 6. 18 it Lot 4-A Being A Recombination Of Lots 4, 20 And Portion LEGEND: III /.E.3.84 Of Lots 3,19,21 & 22, Campbell Subdivision, • irs IRON ROD SET • irf IRON ROD FOUND Fort Ward, Tybee Island, Georgia REFERENCE: • cmf CONC. MONUMENT FOUND 1. D.B. 159 P PAGE 415 • ipf IRON PIPE FOUND Pin# 4-0002-10-f>1 B 2. Plat Of Lots 4, 20 And Portion PP POWER POLE Also Known As: 38 Solomon Avenue Of Lots 3, 19,21 & 22, Campbell S/D, OP OVERHEAD POWER LINE FOR: S. Russell Akers & Sharon H. Akers dated 4/27/93 Surveyed By Bert G. Barrett, Jr. -43 -- EXIST. CONTOUR ��pRGIq +4' SPOT ELEVATION �t>��E�f1I ( q- \ ACCORDING TO THE FLOOD INSURANCE RATE ERROR OF CLOSURE: 1882 Vincent Helml FIELD : 1/29 368 y MAP 13051CO213F DATED SEPT. 26, 2008 ' ” 4C/1' THE SURVEYED PROPERTY IS WITHIN ANG. ERROR :2 P£R ANG. PT. I I I 317 DERRICK INN ROAD ADJUSTED BY : COMPASS METHOD 0 20 ' C' SURVEY y SAVANNAH, GEORGIA DATE: Jul 6, 2009 A SPECIAL FLOOD HAZARD AREA, ZONE SAE" EL. 11.0 PLAT : 1/248,247 F July EQUIPMENT: TOPCON GTS GTS236W TOTAL STATION SCALE: 1" =20 ' NT HELM (912) 925-3523 JOB# 09-97 SINGLE PRISM - . • ,... ,... . . . • 1: , • •--- . • • • . . , OF CZ'sa. • .• .. . ,.,'S''' . •>/ . . REVIEW FOR copE COMPLIANCE --./ 17 . '- . • • • GUEST• . • . . tivary off, rt hoe boon made 70, fd:,:::,111-ty . . :-. . ...... . , . . coclo violatioraa, 2 Pi evemiw :ig 9 rxh-.., JEFFREY A. • • • . RAGE . .: ,HOUSE . . . . , . . : • . / . . . ,,,, , ,: .: :. • • CRAMER . , .. - . % tt) ,, ... , . trareeorivvIllpvintisiiia,iiilvelombrietcoire2.40499:vretz:;787::9ii- s)rie:1..;:,•,,ii,:;: : : -P,,,,77> ao a WOVFORiV or ou_maim_ , ,, , f ra • . • Roller-mei r5v t2.00::...l4-, -111 L(1 /ST ON\ . ___. tRED Ag' • . - . . ,... . . ...- '' ...1:-...----------..."Ic-6.) • . • • •. . • . -- . . . .• .. . : , . ,,r, -` • - .,, . ' :,, : - - . , ... .. . . , . . ,..... . . . . ... . .., • • V. -[ EN., ' IL.J .'.E.I.:-.. . p;ERAE sPER 1 RT 0:INI Dss UE ppCpR;000.FiNpIBE I RI NT ET yW HD lom0FLT HED jov EOuRTR sl NI F 1 E D WRITTEN AUTHORIZATION. DRAWINGS . • .. . . — • . . . - . ' ' 0 . .. . , ' . . • .. i>. ; 'W GlF N GE ;. P,m E N D M E NT f•:; • • • .. .. . .. . .. . . ...,. , . . . • • . - • . . , . . • ..... . ..• • . .. . .. . . , REVISIONS .• • ., ...,... . .. . . . . . • . :. • . : .- . . . . . . • . . S .• . , , , ,,, . . G. . .. . . . .,. .. „ . ,. .. . . . , •fAi.Nri Approved Set of Maras Niusii: Fierilain CzM Job Si-Re Wr,Mi Times" . . - •• : • . . . . • .• ._. . . . • . . . • . . . . , • . . , . . . . . . . . ., • . . . • • . , . . ... ' . . . , . . -• • • . . . • . . . . . . . • • •, . . . • . . • • . . . . , • . „ . . . •L,- - •- • . • , . . ... .. - :..• . . • - • • . . . • . . • . . . • • . . • • • • in •aim • • . . . . • . . . . „ . . , . • - • . . . - . r• . . . . • • . . .. , • • : . - • • II III . • . . . . • • ':H .. • :, • 111111111 • • . . . . . 11111111 . . .. . • • . . . • . I • • . . . • • . . • . : . . • . . . . . . . . - . • • • . . . . . • .. .-- • • • . . • • • • II II I ' " . . . • , . • N _ } . : .1 -. • • , • - -, . — I i ....- 9111Ir - • pm= ...... - ....1.1 mom= .11.... summ. 1...... a LA__? . . L -_.r1 MIIIIIIIIIII 11111111 Yr i ' 1.11.11111111111..116,1111 IPAIIIIIIIIIM • F I . . ...... . • .. „ . ....... a • \ 11111111 MOI Alli .IN h.,..11 in P.4:il (aus1) Ssetteltr..31101-3e1F10.6t.3haPilA3NoDurIlAniteloht.7312 :M1011/41.3 a a EL . ,.• • :,, . . !i , . - . , - ' •-. ::' : : .:': - • j':' .4,,, : - - • • • 1 yi • . ... 7 .. , , . ., . . .... . Ail 111\■ , 34"/30" hancirelle. WI • • :• , •, Parches, bf-1160,1108, ramp Et decks friart3 , . • . . MOM ' MINIMIN lEmMIN - - Maim • . . . . . : . . . . . than 30"shave wade require 3 " .: . . . . . . . Largest opening permitted Is 0" LLi < It .....> 6 . r ---‘1 ----• . . . • .... .., . . . . .. . .,, . . . "••• c_! cti ntcr' op .c ol (0 N 4- .7-1. 03„ W 0, R • - • - • .. ' :-.. --- - - .-- A -. - -- - -- • -1,- :-. : -...: - • :a. *A: % • •• A' -.... 4?. . ...A.--.A• 4:41. -: ..6..;. -.':4 -'. ...• ... '4... '.. • - . 4 • - ' ---- , ., • .,, •— A _A ... -. ml. ..0 as• Ff . . . A. : A. It' SHEET INDEX CE . . am... 7. 0 2 a ,-• . .. . -. . . co cs, . . .. A 4 ' • - A . • . ....... ..„,... 4A' - ..• Al;-: 4 :A.; 4" *:.• -• -'• -.6. .. 4 : A - . ' - -.- - • - :°-. Ilh.';,s . - . CI) i'••: CI C ..A.-.. 4 • A . • A •A - • A . " 0) C.)) I.0 "ct• W - 4 • 4 ••• . ; IIIIIIIIIIIIk-':N 4 SITE co < -c-13 Is .1- . . . . ,-- .....10 . co . .. . _ . A-... .- •,.' ..•.... , A••1 A ... ..ta •• • - ;If • *- 41,4* .-1, .4.t. 4-A. 8 ,,,,, :8 (2. ,c,,.., .t. . . _ 4 ' " 4 : C-1 EXISTING SITE . CO -1 N. :44 4D_LI 4.._a ) ) C*--"-■ 071-1 1 0 4:. •A 11X11 • 0000 . A . ........ .4., ' . ' • J.: • : . • - .• .. - ';.' OOVIS, Doons AND S,i: ,'L,,:- ..-: -- A.• .. : .... 4 •• i • :i. - :..; : .. ...4 A * -A.•' 111111111•111111 Ci Ca. <7 aL" • C2 NEW SITE PLAN C1- 0: IT., Fi) A - 4 ' , 4 .A' • • . •"a SSTO 10-99 TABLES 6 2A1, 602A2,602A3,SECT t#4 ' -' : -4-f -:‘.. •• .. •4: i •.- :.As '.4.• . . !".... .4 : . e : . .4- eb. ... ' ... ...4 - IWNOOWS,CLASS DOCRS AND SKYLIGHTS SHAL.SE: -- •- .'"--- ''.°• .- *-- -.13'. - -A. 4": A••••. - ..: ‘ . ARCHITECTURAL C1 • J •. AI. . :..• . • ' A:10Mt:AtitO2I'Ni:Ti,LLED TO COHN,"Wrii 0 rf- • . :IA - .. '''' •• 4.1a.- : • 1:- .:: : . :4 .. . . ... 4 . .. : .4 '• • •• • : t • . A •4 A a . . . a . .a • .,, A : A• ' • • • -• A . -'..: • :: ' :..gt•... 1 . . 4 . 4 ..,.. . . . ... ............ . 4 . A-. ...‘ .., .„,. . . .. . A - •i• ' • ••. • . ' A '• • •A .1 e• • - - • .0 , F-1 FOUNDATION PLAN , w w co N. • .2. • FOSIT1VE aim flktiAf P. MOW% 4 •A. ,.4 r . . -4 • .• . 4 --. . .• , - '• .6;4*. • ., 44.: - . . .* i • - •i. • : • -A. . ' ' • A.A . • 4 -•• ' F-2 FOUNDATION DETAILS •• . . • A .: ...A • • 0 D (NI 0 A <1......Z.:701 'A t. . to o:o.....2>;) • . 1 A •: - . . _ ..! A-1 FLOOR PLANS A "4 . • . . A •. A .• • : . 4 •A• r-• ... . a •a - .... . . 1 - •1 ••A.4.1. W. - . . . •a-• . . • ..4.AS •4t. .4"& -:*- • A-2 ATTIC &.ROOF PLAN A-3 ELEVATIONS 0.T. W:. co 1 - ", -- --•'=----•-•,,•-••••,••-,:•11 ,--,•,, t..:::::,.. 1:,..,-ti-g- (:41, c.,. -.:7-::•;• It'`',...:':-•,n,1-'1'TT-3 i7 Pi:-ii:':-11-1,,ffUlK3, A-4 BUILDING SECTIONS ...L. . .N. ,......: c. ,a t. ,:Ti sv : ?--„, . n F,.,ISSCZ,. < , ,.,1 • H < (...5 „„„,,,„„,,.. ,,,. „,„, „:,:,_, „„:„,•,. :,..._,,,„, ,.:,,i, 4m,-,,_; • E., ,,A,,,, ,,,,,:,,,,,„:„,,, c„,,,, ,,,r.,, „,„,,, „,,,..„ -,-3',,:en si- e.4;,,,„.3 , vit.r.,-6::A tia,Ort.I!i-wia et.031;4177.____Ilt.„...Y____ . , . ELECTRICAL vb Llau imam ragr-s 4-Agra:I to earr:3 at-rgEM Jr 42'n ': (ID I c; - ' _;",, ,,,,•4&:-,,,x,7 : , _!, ._, _,,d_„" ___.4--/.._,----,-,----, -,-;% 4 t.-.,,,, ".t,',:,AY,IPO oirAnnit 04 12,S,-. :;:-.1, t:,.,Ite,CA ti-;,..'ii.-ht al'n.,-,31,:,.i.a., ., .r. 1 r%/ =-::'"'X' ' '.:•••=--'••,',,A..;'•2 /••=.' :'. ./. ,--E71,z; ;.34; ,: :-,1 liali'.0:2,.- -.3 i',331g:i DM+ 1.+-# E-1 ELECTRICAL .4111011r,,,,./ i /EM- ,„c' . // 4,4 ie 4<5- — . /''' F:7:10:';',: . f "' ''''''i--(11%45::P*'''il'''';';1 05 mp 0 Z 0 • or ••. , --z,-_____,. ...-.:.:- -:„--: . i. ,.., • 7 ,_ ) ,---„, ,...„,, .. ..-,,,___Y, ._, __Jr_ - ---------- ---- — .„..._ . ...:, 2 < ro , „... _.. . _ __ ____-: - ......1 . ) . .., • • " --,..,--.1,--=-_-----f.•-•.--.-.77 .... ... 0 (0 • BUILDING CODES / DATA W F3AR ___Lu----------–- ...i — • I % 2 DIKS .p ,,—____,,-,,,,--, 2006 INTERNATIONAL BUILDING CODE 0 0 iii C\I ? ... ,.,,1,-.,:,-7:1.-'•-,;:-"-u-12, 'r:,,,iq.i:-='", 7',; V-Z3,-Tti,.3,'C.,=,7,-',:',.; e•,:,,7,-,j'-','I-1,6:',-',-4,i::.r!g-'.'Li,'i, . WITH. GEORGIA AMENDMENTS 1.20-3-3 NFPA101-2000 . < t-iRTEC 77 4 W ,„- .-- ,,,- -_- ,-,, : - '1,e-'-lirz •:r.,::::1' 1(.)P-::'r -:=,-,,., ,=,,,r'arrrr•r-, rrr ,r,,,:rr,vr,.),:-,a7 r7.a-7,,r:,•-, :7 ,,-4 L?1,1-- ;;=4 I I k"\ ' :v....J—: - • c_e<-\ f AV 1ff HAVI'LI 1 -,Yf; -1;; :.c.;,,., INTERNATIONAL ;FUEL GAS. CODE 2006 CC W •en . R:::-.;: :' ,: -..7- ,"=,- ,,-'::::T':fv: '..4::::7'Hrl i:P iT!'";-:,1: 0" 5-,:-,it-, 1:.''k=' :,,,-:7-',4::-:;-:: -,--; At 1 nivr-D ta. 15:---------,z C F.\ ,,, , .1, 4: INTERNATIONAL PLUMBING CODE 2006 ' < -. -1,•.-... --., /3 ......--.......-.'..7,---=-7-.-...'''.'•,l .--••• I. ‘...1 V!V fIV2!‘i !,::.:: VV'-'iV!5 !7 '7 !:::::!! ! -i': -!.!--;!!'• .. ----- ' .-----." • INTERNATIONAL *MECHANICAL CODE 2006 , ,........._ \ (5 CID Fes IIIIIIIIIII =--;-,_------7 • ......-_•_. r--)g • -.', .;„" --Jficoi, ,:::: a.=:Aie a Evi '-:31:;:::;-!'2 • NATIONAL ELECTRICAL.CODE 2008 \.... } . , _ _ _. . • . . .......,.. .1q44... 1 1:;'-'3.": '-' 7.-)r ordir;e' .1,---,.,,, i,-,,alt,,f,,.. ,: those -,',..c,' '. •_ V., .. , CODES: NFPA. 101-2000 . (;:- . ---.- ,1,.--- .7-:..1.i.,- ,e,), ,°' t.m.--,; :_:-r.,:: .7,nd f7:;-_-;,--:,:,:::::-: .,..-;.i.t-,:t---.-:::;,, -,f-z ];!...77:!'.. :::;; 1,.:-:..z-,•-r.io-z,,;., . . • , -2...-:...----.,..- .: :„.._• . DRAWN BY: SR . .T....i..,.-, .....:.--,,;;;=._ • V ot(- ir. 01 7,7 -,: :;':=T:fli • k k V-...' -5,_,W MN': elrIves. ---f:-.,-F, frrvi•Eav fM=:2 ;,,74:,M;;-: CHECKED BY: 0.„„, -..,...=, _......., ) .>,(C'Diau) ir,;";•, ::-.32' CiT:TI,Ii C - l' Zi WS n'El CrZ 1! 0 3.' ir-,i;t:rtil/frycfri':fP0 _,„9 . _ K • if DATE: 09-03-09 • if DATE . . - -IMPACT RESISTANT PROTECTION OF OPENINGS SCALE: AS NOTED • UTILITIES PROWCTION CENTER 1 -800-282-7411 • . TO MEET ASTM ;E 1996 OR PROTECTIVE WOOD PROJECT# 00_000410 STRUCtUri.:*...4..V- ::PANELS 7/16" MIN WITH. ATTACHMENT DANARE'..."0-.M.aT.- CLADDING LOADS DET; IN v .. . il'A';'•til':-`'.E 1609.1..2 IN 1C 2006. . . . . E • , , . .. .. ., _ ... „,. , :,.,., . . . . . .,,. .. • ... ..„:., . ,. - • .:. , .. ... .. r - ,„ oF G,0, DOUBLE 2x6 JEFFREY A. TOP PLATE CRAMER ^.) ok ..., i;•••-41 3' 0 ,PC14>* ,e-, p, - °is, 'CATE x"''•\.\ itRED Ait0 ' .1. _ i -srAtT Wc" m I - s., I: 11.1 II i , §plEjiLe. 111,1101M1101LOIMIOLEARRI 2x6 STUDS AT , liAliTAPP1011.111101,01AUT: INTRIUMMIZAVOICAVIONS HEARER /6" O.C. MAX. NitilitillOPIRW IMIIIIMID ONIONS Rei. Dal. 2,1.BLOCKING AT Ar CORNER 0.-m.:,,Ax-.AKCPAT:',ENEKY STUDS \ R•-0" ir-on R'-0" FREEIDGE,C,THE'.9W-ATHING : / / FOWSHEARVIALL SEGMENTS REMSKINS 3'-o" t. - ._.....,,,.. NEA6'49'Na =_._-..... = DK. jAcK sTuR .-............ .....,_ 7- - ( ---,-- ."- - , EXTERIOR SHEAR WALLS VSJ:1 61/701::hrlie°:'9:::::70,:re::::1 a:t:113th t I\ r, U Li LI alodi:mulderaror Cintizrsw1,11:1::lovo ( .......,„. . . • GO-BOLT OR EQUAL .... 5/8"PLY WOOD Doublo Studs at each end. - 11111 - 1 [ 1 I I: : SLAB \ ?4) 1 P.T. 2X6 STUD . O HEADER \ \.) 2x6 PT SILL PLATE - - • DOL-2iMALOCIONG MAW , 1 ‘1111,1eigti Agri *4 . WW1:4W AM).:AT Elpfl.• \ ALL- 11Pre.44.5),V &.5 1, e.: IWIle.5 hiD E. FREE:ERCE.'OF DIE<SHEATHING ,:, ;11** 11 11: 11' 1'1 •.:., -..:.. ., " Writ . . FOWSHEARWALL SEGMENTS bx -.40---? !... 6.4-6,,,,,, tz).1r .. ..,, I \ ,i6D- -.4,trocIn lotAitik lo‘cc,..5 ir A. -Ille•-__-mwr. -.- • 44404 - 1.;": 4 136051.. • (ML. JACK SlIK) L-BLOCK 8" L-BLOCK 0 . ..-i ( rates-smPATtin7.-Au- BLOCK STIIP2XLA6TE 2x6 PT SILL PLATE \ OH • 5/8"0 GO-BOLT ANCHOR EMBEDDED IN FOOTING NOTE: 2x6 STUD WALL CONDITIOON \--[ir ' . Li * (NI , , , FOOTING , \ / to . in in N. 1 a \ CORNER DETAIL (.) .N. .S 8 WALL SCHISMATIC SCALD T CD SCALE, N.T.S & & W ...... . F- ri um V) ui - mum= Z CONTROL JOINT 11/ \ 411' / *---"--/ CO cv) .S-0 LO 03 0 75 CO N. ‘igil 7-3 4:e _Cr a c7 .61 , , 4 4 CORNER SCHISMATIC lArrevivori La61.0 MARIft,Id WAILS fo.,1!. , c•:--)• IRC SECT. RS02.4 INTERIOR LOAD - uj (f): io, g . > , , I -SCALD N.T.S L.1.1 oi CO 03 BEARING WALLS SHALL SE COINISTRUCTFD, \ • Cl2 LU =I ts■ N. ^ FRAMED AHD FIRESLOCKED AS SPECIFI-E. cm z-SLOPE DECK 1/4' PER 12' FOR EXTERIOR WALLS. -.s \ . CONTROL JOINT 0 VFM . y , N 2,"/ / , 2'-:6" / i Ti 0.1,141.' T'i 1 •• . itsrAcm-tii,Atiii :. _ iL 410 I w woo t-..* ------,-2x PT. LEDGER (I) D C 0 .<,,31 exi, 0 1111111111% A I t, 2x PT. TOP PLATE CONTROL JOINT CO COMPUSta. BEAM' '4. 4 (-1 Z 0 s.„ ..., \ 41I / , +,..'.4 ...... 1111 " (1) SIMPSON' STRONG TIE PA51, EMBE •,*4.4 ,. V W CY) I £ t.-.4 4:4 111 .4, .- :1 I 4.°'11!8.41 INTO ,C I NCIETE 36' REMAINDER WRAI Li AROUND: TOP OF PORCH, NAILED I > . N . 4. ./ TRIPPLE DIPPED GALV. NAILS c) ci )4.4 - :0 "4 1 FOOTING 36 INC. L.... F" < (NI . s•- 101-4 Illrii WIDE BY 20 INCHES THIC,K.sT Ella A \ 415 ft% < CD ›- :'.1 . BOTTOM OF FOO'TING MU cgA _ V.! " I 14- r:S BELOW ,. 13E. p NI mFulfil Ai INTor,iurZ.RE, ii5.1:3 6 Immo MiNitvILINI 36 INCH, W Z a CO w ..., > f, 1/2' CDX PLY WOOD n ■r4 igi litl I 0 Z 0 NI Ai •.44 i CL 1 SE :CELL INSULATION 1:- i, '.4 BELOW ..FLOOD ELEVATOIN 6 >-.4 ";:: 16Ix16' CMU GROUT SOLID A (D 2 < 2 NO. 5 BARS rim 1:1 3/4' STUCCO .....J .i't !i$ 4 No. 5 REINF . BARS VERTICAL 2X12 FORM BOARD #5 CONT. •,,,:, • !Iza: GO-B LT AS SHOWN ON //FO-1. :41 :4 1' HARD TABBY STUCCO ■ 2x4 4' 0.C. Loet,°,. [col x6 PO% BOTTOM PLATE 0 (I) ■41 '4 4' CON. SLAB REINF. _,;:,4 ,,,,,,, . . , \ ..[I .4. - .... ... 4' CONC. SLAB 1.-3" T-6 10" 8'.-3" 111 , ....... , . - ! WITH WWF 6x6W1. i o'N'i MOISTURE BARRIER . . 4 A • 4xW1.4 + 4 STAKES 4' O.C. 4,' 0 n'''' w N \, .. „A.- w .A.N,..,:n, w/ 18' GALV. v: GRADE :4'4, 4' •C i NC. SLAB %., \ -niF----m-------HE-----dirill / fill_-__ITEITL=1 I I I 11111:1_=_WIL=_Iff +1 fele. I I 11 „ ..:. 4 imit.,: ,,,_,„,_._____,,,. ___ffi.,_. . ::: I I IE---1 I IEII 1=III=I I HI COMPACT ALL, PILL I I, it 14=11 1-1=1:14---=-1 v mi!Op.... el' Ovr S COMP' T ALL FILL rm '1!-- -,-.'!-- S' CMW•REINF: WITH Mg, #5 RARS: a. 24' OZ. , \ Cr (1) CO II II RIIIIIIII:$ 11=--7:1111=-1111-E111--------1 I 1:--=-111.72- PIR°13C9 ' --- -ROUT-CELLS SOLID it44, 4'4 1 1 1=1 1 1=1 1 1=1 1 1=1 1 IL-E1 CriT=M=Wrig II 11=1111=-1 .•--5: 1 kanall.111:7=-11-17---=-111-= - ''' T50% SI?INittiAnFirtFrl ..1 1 1--1 1 1E1 1 IFI v_____I meltwi nom,_ -,:o. TO 9 % STANDARD .1 2 -- Kailiiiii®e - -1 i 1--M1-T-t 1 i- 11=111=111E-1% I : . '. 4 I III I 1.7M1:7' TII: PROCTOR ) \ , ' • - . - -- •:- -4 ---„I I ii21 CPNT. FOOTING 12' DEEP =I I 1=1 HEI I V.c) ii 11---=M * .- 4-• PROCTOR V iillkA = , , (9 CO I-- .1.1. cv) - - • - . - --,- „,144/ REINF. BARS III-1-111=111=1 1111 H1= - - . * =111=1117=111E 11' .:. • a - *- A . #4 STIRRIUPS @ 18' A . ., r-•. - -4- - - iii.:---m-iii-iii 111.1-1.1117=111-:!_-7-1 14,11=11 .•-.. - - -• 111E---_111=-1111-1 IF ,1 • -• • 0 - - O.0 AT COLUMN ,„• • 4' ••• • - . • - • -4 * ' •• =I I 1=7-1 I 1E-I I I 1 I I I.E-- . :-.1/.• • : EillEi I I-11111E =I (V) .. . - - - PROVIDE 4x#4 T 4 '11 4: STIRRUP @ 5' z.., IA ° '4 A - - - -177-111111111-. .III-7 ..I • NM 5 REINF . BARS VERTICAL • 4 • • 24' 0.C. 4/ "-tit rmi 11 1:1- 4RAWN BY: SR -- 0.C. EACH SIDE . • . .. t ... t, -.. ;.1 ----=„1---=---,._-_, " 1,v, I, 4: -.1 • :4 . • No. 5 REINF . BARS VERTICAL - - - - - " I CHECKED BY: \ . 4' 3' --7_11==-111__I -:_-_111 ,Iti1:=1 • ti _7724' OZ.:ill-Ey '111-7111E-111-1--_-MET E- E2'-• E- 7_-_- 4._ 11=-111-=-1111=41 '1=111=111=111 HI lit-iii NZ,) 4.: 4.1 . .'A A - 3. No. 5 REINF. BARS 8'43" fr-O" 8I-0" / DA1E: 011•03•09 '1=111=111=111E1 11=111=111 -11 la 111-7:111_ lq_119. .5 REINF. BARS I- - • 2' 4 CONT. OVER #4@ 16' O.C. / 24LO" / 11=i111=111=111-----111111----7.-111=1111=7111-=111:1----1-1111-CPWrOVER #4@ 16' O.C. scALE: As 6 J 0 4 No. 5 REINF. BARS EACH WA -2---:11EIIIE111-1-EIIEHEIlrall=-=-111E-III, 11 --I I q11-,17;111,---,1-,1 I IT.t7,111, 111,--;=i1 I IT±-T-III=-- PROJECT, 0040.00:.00 w . is it /3 TYPICAL PORCH TO PIER DETAIL TYPICAL FOOTING AT GARAGE DOOR TYPICAL FOOTING DETAIL M FOUNDATION PLAN PE D IT SCALD 3/4'= 11-0 "1".' SCALEI 3/4'= 1'-'0' w SCALD 3/4'= l'-0' SCALE! 1/4'= 1'-0' ' s ET F . 1 _}) _,c oF Ck-04) ,qs. Q/ 4' ,.: 1 JEFFREY A. CRAMER ot,i AD `6' 0-/CATE \`‘'D•\*\‘'- tRED AR- ›' Ank 401 liPEOPIIMMOINtatill Ank v a c' r I r i k vac 7 WOW k , .iiiim maw. . Iwolosiis vjgr V jiiri V Nallar , ' arammomm 'l 7'-4" 4, :.0" 714" ri: COMM PA. :: ad • IN Si Nc.----Iv i im... \ X. \ 1 :: lil • 1 Ili M Al I I REvisos I 1 1, I - Rot,. 8-18-09 1 1 REV. 0-20-609 1 - 1 I V I REV. 96002-09 k a I I my I , . 9-44-00 I1 1• REV. 9-220600 I '-A I rev. "4134-4a• . 1 ....„--,r 1 1 4 1 ...... 14 1 SCREEN PORCH 0 • "-k-7,1 I co ,- , I ' i % i A I i N./ I 1 1 ' 1 1 a 124.0" 61-0" 1 DN 12'.-0" 1 1 0 I ® , I V \ t I ---Nc--- - -\-- , . 1 I . 0 I 1 I f? ID I i i, i■ I r ■ 1 i - 1 • I 4-1> I 0 • ft? 1 1 0 zo I 1 T- I I LLI al 1 b 1 LIVING I XI it iii■ joi int I 1 i MI 1•■••• MO MN 1■111■11••• MB MI 111■1 NM Mb MEM/IMEM IMP IMO MEN•111■10 VW MIN 1■•■• MR ON 0, Y4 V Ai — - - - i7-; "\--I li. W ui -.6 vz I I 1 1 a 4 I I 4 I E\ . -. I i: (10 cc w co = '4., a / 5'-6" I 4`-4• / 14'-2" No" I (/) 0 ' • CD < ..0 0 i i i In I Cr Nowi* T--- ° © - ti) S S 5k-----1.- aimonetemes. 1 I I C.-7-..- 44. -AC- I 1-1 FT, ,c:„ w (in > w WASHER i---. : II KITCHEN II al ILI w •- CO CO 4 u., 1--- r--- Ark r4; LAUNDRY Ail * I GARAGE , Iris f AI vatc: 0 REF w co co DRYER '4) 7iiir 1 \N A !iiiir' CD ... I I it I - 5s ' . IJ 'L...! F— 1 4] ) . im... . I\ /I a 1 : iilD POWDER I \ / I soe — W w oo 1\ Wol ;:i, i 1 e, : , :10\ U) D c\I 0 ist.y 4 _I . : 1 .......... . P) n -___41=--A- - - .. MO ••■■■■■ NM OM ••■••• Mr WM 11■111.■ MO IOW Alak ': Tsami ■11/ Noe CLO. I > N I 111 CO. I 1 3 ;4L 4 . av:r. in 1 1 o I BED RM. I v-0 ■ i 1 i i 1 I Ili Z 0 co 0 1 ita) , 1•3. -e..? . ..&? I. I I f': r, 0 Z 0 119 1 1 D; (C-)1— s 1 BATH ' I ® I : .. \ ir:11111.11.1.111.1111.1111 I MINI=In11111111=111111111==1111111117' . It —14c --\ A A& 1- ....... 1 ...... 1 i 4,-9 1/2" 4,, 7'-2 1/2" I 1. 7'-2 1/2" ii I '-.9 1/2"' 1 L a 17-cr 0 -6., w N 1 1 , 4 'PORCH .1 E a I in I za CC V) CO a II 1 a 1 1 in IIII 0 • 0 I > al . 1 >. gi _ §11 Nt---Ne- mow / 98-10" / 14'-2" / / i 7•-4" / 8'-0" 1 7'-4" 1 / 0`.-8" -f 24'43" (ID 24`-0" 0' r 7RAWN BY: SR / / / / . Jai itai CHECKED BY: vari! V acl DATh 0 . . 0 0 • BUILDING DATA AS NOlIE ' D 0 GUEST HOUSE FLOOR PLAN • GARAGE GARAGE Sq.ft.912 SCAM: SCALD 1/4'= 1'-0" SCALE' 1/4s= 1'-'01 GUEAT HOUSE Sq.ft 912 PROJECT# 00.:.000A0 PORCH Sill. 144 SCREEN PORCH Sq.ft.432 pERMIrr SET A. 1 . / JEFFREY A. CRAMER 94, AD Iv, 'eo /Pi 140- iis,roc4E.TD%,a.:to. --' „arismittom: *E .4rH'oRmarmolimilm. . . • Illgaiska ArIlk •iiikt y , , 1--- ,-•T 7 1.- -1 1 • • 4- • I Rat. :::8*-1*40 I I - REV.. -0E-- l$WiY11 I 1 I I ' Rot 0:•=0:240 rigv. a-4440 - I I I I - Ret. *42400 I I ROL 9-40-01) 1 1 . I I 1 - 1 • • 1 1 vic 1 1 1 I Nit I Lr° 2:9 1 1U 1 e 1 I I a . L_.+ : 4_ +---1--I 1 r • I- . 1 \.... ..) 1 1 . 1- ... er. 01 14.219 1Q42.> I.._ . F- = 1 .., a _ 1 ............■Nt 1 I I . 0 . 1 1 • 1 I • o n s 1 1 , I 121,35.> .. . '-i iz- . re If:-. -- '1 411 _2 Ill I I I I , I I . , I Z < c t(I) 4) 1- 1 -i • 14..........•=■••■s- 1 rill.. 1 ' W 0j• 4... .4. I , .. 1 ___1 LU co 't t■- gni APIIIIII:11 Inarries wril - - --wiwo6",a mem air.,111EVE 81:11r!Off 4 741;u . I I 1 w ....... ...... . Nrir W CO ci ,5) 10 4 co < u) -4- .ct. T— —J (1) I N/ I 1 i _, x . -0 1,- N. . . • . IllIVILILIMINI I > LLI 2 irj .:j-D 2- .8 . LI! — 1--- l'-- • . k I KITCHEN =mom a C.) al < Fi c■- ti• tT.1 Ti; CI--; 1 k I BELOW 1 .- .:* 1 1 a I '',E (---- -1-r- 4 I 1 1 1 .:W Lilco N . • I , . 1\ II ..,, , _ . . I /w■ I \ 1•1 1 A r9 Z c° r) 1 , 1 1 I . T.- • I - Al I \ I 1 %.i W. CY) Ak..1" •‘ fair . —.I 1 .74itillill 1 1-- - 1:1V 1 c . --i ' r . I\ . r I i . r...................., .1_ mil 1 1 i . . 1 , ‘L.•• -...- 1 4.4L3.5 I 12111> I 1 1 t4 .* . , *4! -:.t co iz• . 1 1 . I . = •• . . I I I D` 0 2 0 • 1 . 1 1 0 < 1 1 1 i___ 1 • 1 f L _J I mirimummimil,L _.6; 1"; I . 1 I ...j ...... 1 I _1 \ ammoulla am! I I eitli. < W . I • I 61 I L r..... .1 wallaw"111 IMIMMIIIOIIIIEI Immililmmi —H—i CC (/) Ca B I I : 611 1 a a I . , r ., , , , I , I , , .(.9 or) F-- ..... , . J. , I , ..) L I J. m • I • 11, : . 1 > L___ . I- -.), ___1 • ((DRAWN BY: SR ---\\) CHECKED BY: a ATTIC PLAN DATE: (11011 .4411Pr w = 1/4 l-0 ALE! . - '= ' ' BUILDING DATA iii ROOF PLAN GARAGE Sq.ft•.912 ' ., . SPAW AS IVIED SCALD 1141= 1'41' GUEAT.HOUSE Sq.fi912 PROjECT. ,O(U)00411) PORCH Sq.ft.144 SCREEN PORCH Sq.ft.432 • PEIMIT SETA-2 , -9 . • ......-•.........................-...-...--..... ..........., 4'7' ••''' F.••• •&-' . rrt-.•• ."'"'■ii-L,,CZ:. ' 7t- ;'''''' =1‘1:' 4,' 4'4;_4' 741,',:-._„7,,:1...„.,.::,1. ,.1p:k OF G-k- '‘T i V\ R O F F A.RM.I ik.ltil r.l.'rC: HUGHT Uivil l': 7:-:-P) IRO SECT. 8&2 AND SST O 10-99 8E0I. 102 AND 307 i'F'i-,E,:4t:,,W -:-•,=',-= , ' -- —" ' - .,,„ - '''' z ALLOWED ROOF SLOPES ARE 2112-7112 FOR WOOD . •A 7,-,:x_-:7.-, ---,n-,7 )-•tr.-:::-: toil AJ6,4--:. e--",f1r11-,;;' WALL CONSTRUC'CION,ALL HOLES IN HOLD DOWNS 1';Irr . .'•''' 6,-,,,, 14:.-7"r r1,1p,C4.!.;1,...74 7 '1,jj13:6 '4,,* ir 4 • 4.4-, --14 4 4 - - JEFFREY A. 4 :',--All'•:-:1 t3.0,04,-,,7,:-, ','.--:-,,,;•-,,Itt,,i....,-- ,,, ,-,-.•.....-,,...:, TO BE FILLED USING MANUFACTURER'S NAILS. •-'..,--.A., -: . • CRAMER - --4,1-10N-Lt Ac---4. 7--...2.g, :1-VR,Fia';'-i$V.4-V.40 , • la. A 1 , .. 0 A 0 0 AC LI 9 .........02) ...-,,..---,-,- ,...,,, ,t;fi :,'.•- •, '-.P;.:..'7',-!•':-'''''''''' 'NP • AD -72' y..., /p, ,7 sz"\<iicl;' &"/ 'CATE ‘‘,‘' st-r.,,, ,z,0 . k MED Alk ,ill Nihihr ,... '2; ' i _, 9 -a 7C1 9 I ..------------- . ---.. I matIMMINI.Thiz,•naimmo..,.,7:.. :1121:7:10•000'.:0141.111Bat- '' ' . --- --. All ■, ..1 • END WALL CONSTRUCTION /4 . • . .. B,:.fi,;, i ..-li,: , . :IL; • . -$ ■ • . . 12 t'IIIIIIIIIIII PAL GABLE END WALLS SHALL BE el 1 I • .‘ . .--- BUILT IN ACCORDANCE WITH . 4°111 IF . • . P111%■ 4...---- I -. , ..„ . ...., R Em. 0 is,. 9.,0 a„ • • ,. .... , :. SSTO 10-09 SECT. 305.2.2, . p- : . . FIG. 305J AND 301.3.1 • I f I RE,A011.60*49 • „sly- 11.11111111111111,11.111111111.1 --mr- Figte0A1 .06. , . r . ... . - - :. • El -. .4 8 'ez •,- = a KITCHEN tr POWDER RM. BED ROOM - cl ,... • _. _. . . ., ,. :. [ ci3 . . . • ) • '. ,:-.. A& as . .''' : -\ .. r w. 1 / .. Ir---- . • • .. _, . I t• . t t t mt=limit tomt It 11111111111111:111111111M-t I larligiSMINE111111/1111111/11111111,1 . , .e. - 1 I • • 111 • .11:11111M1111 h91.1811.1.1 II= Ea pi , El SPACE BELOW FLOOD ELEVATION i I qnn ) mLm Ill 111111 4 111 WINDOWS, DOORS AND SKYLIGHTS = .. k4 Hydrostatic note requIro0 to relieve water li 3011f0 Iii ' •-, '7 • _. ST010.99 TABLES 602A1,602A2,602A3, SECT.604 • ;-3) eitiosod space beim flood elevation, 1 El tr Inch of • MI IIIIIII ” FA NMI El OS 1111111111•111111 AND MC 301.2.1,2 vent required far each 1 8quaro foot of h tr area, 0 WINDOWS,GLASS DOORS AND SP/LIGHTS SHALL DE gettom of vent MUM b within 1 foot of I! grade • Mention.Vents rent be placed In oppos:0 3alls to APPROVED AND INSTALLED TO COMPLY WITH BOTH pOSITIN t:121(3f IV ficm, POSITIVE AND NEGATivE Plir;33WiRR • . \-..... ....) \ . al . ----,1/4 . • .. - - -• - - ....,.. .... : ...,.....-• , • ..,.. . • •-• • • N i ''.... WINDOW SCHEDULE . . -• NO. COUNT TYPE — SIZE FINISH: . . SPECIFICATION 4 BUILDING SECTION (KITCHEN) a BUILDING SECTION (BED. ROOM) . () BUILDING SECTION (SCREEN PORCH) 0 WI 4 . CASMENT 31"x360 , o HURRICANE GRADE DP 50 (MIN) SCALD 1/4"= 1'-13' SCALE! 1/4'= 1'-0' SCALD 1/4`= 1'-0' CI Clow . .... . . .. . . . . . W2 . 6 1V1.114:1)El.,.CASEMENT .•231"x36" 0 HURRICANE GRADE DP 50 (MIN) Special Flood Hazard Zones .... , : . i. ... • . , . W3 2 TWIN DBI-.CASMENT . 244riC62" HURRICANE GRADE OP 50 (MIN) ILLI W4 2 . I•CASMW. -,...,:'-'—" • ..• , 34rx62"• •. 0 1 HURRICANE Gr :yE.DP.50 (MIN)_ ...• . ....../ . u. (i) x . .. W5 4 TWIN;OBI:CASEMENT 2-31"x36" . 0 HURRICANE GRADE OP 50 (MIN) . Lu ..... 11- a;tz Z < a. ' CO 1:3airainnntdillSySbhh:::::$4.10:41:111:0t1:10::::::;11.0e'tleiVfl;enTiwt't:i 0:rill:Ete:Cli'l :1101:331Vti kt) (175- 6 'crt-i. i 'oci r21:: . me,:::::: ganbi::arkSirtFgE,.limMiot .Id nsttearral:re ,.... N ,-- in fz. Li... „,.... ,.., . ,_ . , Li' (fd •••-••• ........... ail CO 0.) Z 0) 10 1■1- O 01 < -.(7) 1- 25 LB. FELT I I X 14ITIN%, -• .;.; .. HAVE > uj CO uj :' •:::: Cil.n •'.., iiii:* , ....... 0 d .71 N . • PER OWNER • . 1/2'CBX PLYWOOD 12 - - ..:!::.. , 91 .- ..::if:•! :. . • f.1•;Ociti'llrf.>"...' Oil Gael' r??..,it.i?.§.' : a :• ....:::.' ..: • *** 'I\ . .. . \ 1'-6' , ■.1' -7" . ....: El:SRI.1'11:CLA 61:81!GEISEECTR T‘I.G EYX3 NC1 ESCAPE:it CI T;4:1 Pi iti ESCAPE IF EM Torr;P:E:OsAi it i°iEi:OPENINGS llii GAOL,8,F,., ......4ig%' .,. HAvr):A NMI NU efiRAP,0 PR-11110,OP 5 PA,fot, 111 W 03 N HURRICAKE STRAP e Etrapte • . • ,,.::;:t4r . EAtx ms-r.t itAFTER.------ , ..: __--- CO D N - v° __----- SIMPSON NTS12 ....----- ,.... . .:• • . . I D co : ' . . .'- . i.:.: ...-. ' - 5/8' GYP.BIL CEILING 7•3) ••. - • ' • ,...• , 's- MIR 0 Z %Id W Cr) I EVE DRIP, "4 :•.; . • . 3.2iiii4rOM • T (2) 2X6 op PLATE • • , . • i 1-: 7. . III > • N NNE .. liARDE SIDING Hi :-=,-- All Insulations must . 1(7; < (.5- l'ig-::,4-: ii it`: as,mm :q comply with The Georgia . . . 5/01:DX PL• I III .4111111:iit Stato Energy Code • • , , . • , ' ..- ... ....- 1 OR'EQUIVALENT i:::: . . ," . • . 1 I I ■ 0.• ' .2•49060 Editian ."Nt ---4: • - I ::,: 2x6 Wa.-.FRANE . . ,- tritt Reg: PURLINS and State of Georgia . . Z;) . . •:•1: . ra BOLT • Amendments • • . W Z 0 (f) Err ERIOR WALL FtlitolieNTG,305. IRC SECT,N602 AND !STD 1009. m,,,E0ED -74-- ... I•ei.: : • • D Q Q THE LENGTH OF slieAn WALL ,t.cr.1E Ir.:: *e•e ' MIPT SE DETERMINED BY„THE 1-. 6 Il!: T & G CDX PLYWOOD ---) • ...:1 0 < • • • ---Nk... T" D(sEHBEI GATITANIToLgifir3 TotialcOlti,'INAS 41011 15132, INCHES 11:;.''' • • - • sac. iiii * Tji Es 00111 t.-.1 , b 8 8 111 _ , . ■..... ....1 ...... (.2 . BED ROOM ) 1 I I W 0 (f) 0 • 1,0#6-:.mmir ..--Ne . e.-•::•-e . (1 . . 111111111111•1 I •:. c 0 hi 3-exies TYP •::: :.: . 19. GATT INS. • • KITCHEN . . 'I 1 I 1 w (\ll TABBY STUCCO FINISH TYPICAL i:i ,: • . 1 I I .1. , .'-. : . • ::: . • 011 ::''' AA . . • - < ■Nor LIU -5/81 GYP • :.: ' . . .. . ,, , .. ., . . . . . , . . . . 5/8' CDX PLY •2!!1. .., ,i,f; -- . . . . . . . . 13t.s1 I11111111111111111111111111111111.111.111.1121111111.101111111111111111111110.■ CC (/) CO B II .. CLITta-al•4"-•'••••• 111`' •' i:i d\ < OD ..,,• Sitecial Flood Hazavd Zones : r___ ------] :, -------.....„...„,.) --' ' -------- . 0 CO F." 10•1111111 \ ...) 2x6 P.T. BOTTEICKA ': ;ii 1 - . . . Finished fl*or on I foot . 518'. THRP4DP REW. : Ili v"coN,ctiNTSLAB. REINF. Mill i fri ti al above GFE., No interior (.'r-g-AR8,710li Fontynao. mow*BARRIER,..:: ,fl.1, :..:'..... • Yall•VVF T,,...,.. . . finishes, walls esign,A to allow . . ° c • _-__._-_.:_,.„. -.,--__..._.___,,.> c :-.• • ---- 8' 1-74695111407 :, '-'' ,, '•.!.'..77-;::::::',•.•Irr:f.4.VZI:r1c...,.-.1i.,„..... ..,- . , entry and exit of water, no mechanical 4' C''''4 '410-, mem ei-ieva Pii,f-s,isl km 01 liabitb i„ , - DRAWN BY: SR . ..,-:: . •••• - -• --1,.. it2r.T• T . sy• f lir-' 1 (i'll.-iii-___r i- eluipment, only parking, limited storage i5; . 311°M 6CtL"*"" Aggi-ili•15H 41L a. ,----J,T..5-14,, ,;, . ,,-, ,...- 4r - CHECKED BY: - ' - -- ,..4 eie. i 1 1--- -741.Ell EiN3WrOakt •'1 I' - '"': .:'.':.'':'•::.:411-..2.11.--ii ll ' 1NTEFHOR PIERS arid building access beim BFEi. . . : .• i•:,1;:12'..,;I iligt_i.---1 1,...,iwl fp.RATe_.0_17 PER FEMA REQUIREMENTS DATE: 08i43-01 12: 171-1 LIFF-rvio 1• IBEIO MINIMUM FOOTING 36 INCHES SY 36 INCHES WIDE BY 20 INCHES THICK. . c 0 c . c. 0 0 0 0> --- _____,-• 1 Na 5 REINF . BARS 3- I • . . i.: I . '%V.. - , I • 1 I_7 -aft_ DOTI-NV.10F FOOTING MUST SE A i„:: „,,:•., ,.111°,•,,.tl.,,vle:.,1.:: 5.,17.8.,rni, it,V-rf: 'irY5-'-53'..c,a,:;.Q2m, • . , L_ • T.II- . • • ar.erqp`ipt --II II 1 MINIMUM 36 INCHES BELOW GRADE. . . . .. . X . X ' •• . • . - -,- -,... ...•, . , •• , . • ', „ .. - -...:•: Br,i PROJECT. II 00...000•1/0' 3 No.:.5:-RED,: BARS, -4 - " '444t1'4::414-,----, 4-1 4,-4,44 4•• -4'114-44-44'41N-,i74 '.-.4i fiOd'4.7'; .44" 444 44-- • CONT. OVER *4P 16' MC. 2,-:41 ,:;•. :-; ;...,..f. .,.1 ,:,--,,,,-;-;,..;1,:•-i,t1.'-' - ' - ' -...)_.,k-q?,0 - -1=1,•,3tro_-,i-,!-)Tf ,,34_,,zi,,,,i,,,1,iz,,,: ' • . ' ... :": '":-• : , - f , i -; : ',' . "' ::;., - - Ni dCr.qinlays rriti:1,,. ss.„., _ . „ - .__,.._ ... , . ,77-:„-,,::::,;;.=1:7,,zi:7,-;:e,-:.a:,,: „, 2:.i--if,',-?,(.?,, ,:,:::: -7-27,!i- ' ','-3 fi-i;i;'•-i:',,i •,,,,iiiiN,.i-; , .. ,,,,-„,-,,,,,ii-,-, -.--•,--,,:-, ' '2 .::, pE •• . • • ._ • , ,,, :,,.„.,,,,„ „.:,,,:,,,.? ,,, ,.„, ,,,:i ,,,, ,,,,„,„ ,„,,,,..„ na: :fe,, liOts ,i .F.:•a•-t,eii lif,e,;t. --tf,: ., , Ck, c•!:•:' 71•.3z,.; 1:t3:•,2,2:• . U.7.:..7;:.' -.-. it:::':-i--- „-: -. :,:--:,--,y 0 BUILDING SECTION SET ik...4 0 BUILDING SECTION orciii- -,:::, n:;',-::cm,,," may, .,a7,,„1:,,z,t,w,,,7,- ,= _ :;;'-' ',• ,-t;4:,23•1-*Iih'i: 4-sc.:A tail wm- i,}. SCALE! 3/4'= 1,-0. D()r S ii101-eLQ.,'to , .7.tire the ai:-Xia=7,,UsTil. SCALE! 1/4'= 1,-13' \S..... ,„, .. , 0, G„„ r ELECTRICAL' . mc-21 n.. 4 •sufrTH 1 JEFFREY A. DINNER (n= 410 • °' LIGHT CRAMER 3 WAY ==3 Fr-LartENT ' ch f 4AI 33 3 VAT DIMMER .. I / . "tv'• •• i g• ••. - . - .. ti......v.."* ".°714 CATE GARBAGE ...,,,-;g -4 • .r r.,... .c t i'ED tocv ,..•!-1,, .7' miv 2 42' AFT 2 -4 4,. ts': AP .;7 t 6 -4 W•1.2:1 3 ' A' V -"s4., : 18' AFF O..-' ' -V •-•2:"BUI:B . 4k (Mist.; - ,... • :, , * 4 'PLEX OUTLET lit lirinsWilirrnotet:1 • Vatf) , itMs NV1A J:zi-1 7, "<> Mk,is. . T. . 10M.11/1E1111I1111N11S/tPiA Mig rilWe40e0t/e4ri0n,tMIORaPlt 4 -• : 1 .•2-.," : 7 TER _(:)., KVAT. ...- fi : TOP.ACTIVATED VAIMMEL ir: BY SWITCH w/' • REVISIONS . , ., . ® •SMOKE DETECIM RC% 9-02-00 0 THERMOSTAT 4: ' PitTURE' ''We REV. 0442419 REV. 9043.-00 4_ JUNCTION BOX SPOTS,:ON swrrai . Iv terms 7 T 7 4 --1 . .. . , I ,I, 30: EIDOBINATION f7 . ; ' • :■ -, . .. •- •- ; 111 I N :k7, swam WINDOW r 4 I,.r:._ • 'OPENER ' • TELEPHONE , x.... . Illik , TV 31-. : 1 i ,--. , I DOOR BELL / • \ iota unir . V I CHIME k I FAN'1/LIGHT .1', -- - ---,,..-- , • 0 cREEM ,....... , _ , , „,„ 8=1RICAL I 111111V •-- " . allimilmmiriks. •,„ _--. 1:• ,..1 'Apt . 1„,„. 1 .---A /44\ . /fr , , ■ , ,fr: HOSE BIB El MEC , ,- 6', L SCREEIIPORCH "I -11g 0 Ill i I 1 1 111 1 411\ 1 1 _:•:"- i •. • 40- % , ,1 / • i : ,... log 220 v , : ' •••<, . • + :41"4, All Electrical installations mu ct -,.... ....- ■..-...• , ....- ............--• U.C. UNDER•COUNTER comply with The National Plootrio , CorlaZgzez.Edition and State of Georgia AmenrirriPnto . NOTE' ALL ELECTRICAL TO BE 14' MEAN SEA LEVEL ALL,WIT:A i'Sii G1,;7=.•7:::---7--,,,,,,,. 4..... i . i • '.. ,-) .(... DN -: ,r--..„ : r I--± + +--I--1 ,.,x, i-..i.,1„.ip=31i i,-,:iit::, (,)-,.,;..1,1-'r lx,.:,,,--1 . , . r .,. r= • - . ,--NAry, /All ii 1:5-5-14 Irmv, A 1 1 ri I'-'1=-,-,-4-1 :::„.1 r :!: ' TY , . ige:,10,-,Z;-:i f. , 4,..,:i iN•4,,,,.",;!FA ir-,-6 II t:;4,ii 'ir-A-,L.%.•-••si 1 I.,,,,,-; .1■••••••••■•••••■■••••••••••■=wal • 41.....■ • 1111::! : • . .... : 4 A .. .:. . • I'. t,.. G: •k k , _. .i •. It ., . :,.. sr- * (1) 0:--,,, 'Th;:ii, Z, Ismi Develoxriant On ,-,,.. . VINDOV .. • CI • r-1.41 E -I :. :.1 4 . .' : 1/1■14•II1 I ' ......}—...„,.... - el W aim - ,ii # I ,‘ G\ I . , x < ui<> TV I 0 i tz CO CM •Ct. C k 1 - I LI- (I)Z ,•=1 k • 2 cotv 45 '4'7 N.C31 •• . I (111/11) ryas (....D Loo Loc. 0%5 .,, :.. : : I rb- Lem i 11 I I . . .;.),.-..., iir LIVING tlo 1 1 i' Cl) ')i g .4% I ,,.., iiiiiia 4 L co , 0 -- _J CL) I W X CO 73 rs;" 1'7' L J L J • - . 0 13 0 to __ ____ . : - w •• co co .,. 1 i - L . ‘ > Lii Ii-1 co _..1 - CD d mui 42. ai a am, I I i i ck' MECHANICAL EQUIFMIINT IN ATTIC I ' . ...:: • . / 0 Shell be accestp_Ible btpuilodown stairs sr_j / parraCnent stags through il miiiiraum ofie-i!. SO" I FGI Protection required 1Jr .111F G .:. -11 opening and a'floored 22"pissagswey lc the unit arid All EIVAC installations must comply I . - receptacles in bathrooms, garaf, / . . ..11:÷ outdors, and along Kitchen / w w 00 N 30" work platimil at the unit with with The International Mechanical SWITCH' WASHE- " Z• I "70!-..' ::;In : : counter-tops. / 30" headroom. A owitained lig lit, outlet and BELO% International Fuel Ga.! I I GARAGE if / / (1)0D—- C69)Z 0 seconOcry condensate part with a 3/4"rirsiii Ono te Codel,./xOtiltions a -. State ._ KITCHEN •Itim D C\I outside aro alsoeedatl,__ ___I of. Georgia Amendme to DRY -3=nr...._ i SWITCH BELA DRYER 6-7V114;- • PIIIIIKW i 1 lik // coW 1 i 1111111111M111111 .111111111111.1111111 -'44 — 3 *i., /I .... .„2:. synck /I Pr, D • up i. , 1 fr117" •< 0 Ii • swum 1 n at') kric ‘ I Soot'. R-313.1 SMOKE DETECTOR!' ,.. # I • \ I „ 1i:fez-connected 110 volt battery backu -(wired :•1 I 1 \ n ilk , Located.inside and outside each sleeping are., ,tch floor I W 1 ..e "._-_-A. , i 1_4 / 1 .t • I I-— E -I h • , . I I W Z 0 ,i,Cf) L.._,V 1 ATTIC 1 — INIMINIIMININ/ : 00...M....... I ,A 011:411: : sa 1., ARC.FAULT CIRI 1 INTE'RRUPTER P 1TECTION: D 0 Z 0 I . Alf Insulations must csmply with The Georg-a State Eneryy Code ; CLO. ........ 1=u_Ammo awir.,...7. :-...7.; • ....• BED R . . ,1 ifr' ..........-- 1,4206. ' 3 210.12 DVIELLINB .NIT BEDROOMS. ‘II ALL BRANCH CH ''TS THAT SUPPLY -'.....-TS SINGC....- : I PHASE, 15 W 20 AMPERE OUTLET! INSTALLED IN ' !LINO UNIT BEDROOMS ;HALL 0.4 q . PROTECTED 0'... HC FAULT CIRCUIT INTERR1 t- R(S LISTED i"; -'-'-: ' 1-.k.E PROTECTION OF -7-4 I I 0 < 0 W 0 VI rill .0 1.111:-Ile I : ENTIRE BRANCH : Ili . '4 I ri71111L1111Ui CD Maj • v Iv V 0 . .1.1 0 a._. Edilen 1 • u.t)(\j < 0 Lui.:, and State of Goorgin A CM W r;"". L 1 L _1 Amendment5 II ■ EC (/) . it ta--11 . .... cAolL2roymr:!.11:nhgArmihrioeSntiandlimloart:InOtritora:.air ptluptin kik. __ _" I . • Elf * .,.. . . . + .P , It < >:*',„C) CO 04: ,...,s, miimit.---:,.::-,.....,,:It"; 1.----F--16 . . . ., .. 1 I 1.1". 1 71.. . 'tL- 0 (401"6- r r ' 1- 1 \., MIME I , L i .1._ ± 1 Code 2.00( .•Edition an, State , --r r- . te PORCH ' (; I * 112-IRAWN BY: SR*. . • , -10 I I . , CHECKED BY: 50!•,.,-, , 4 L 1111 1111 MI DAM x---. • . ::::- ,,--,., 1 . I .. .. „ ...• . . . . . .., . , , . L._ . • . L _J f * 4 SCALE AS AMID I___ __I -,• ''' ,• ,, ■•' 'N%.%........................ PROJECT# .0(uxxCin ._,Rm IT pE : of,.; :. :..„. ;-, , , 0 ATTIC ELECTRICAL 0 GUEST HOUSE ELECTRICAL 0 GARAGE ELECTRICAL . . SCALEt 1/4'= 1'. .0' SCALD 1/4 1'-0' . SCALE' 1/4'= 1'-0' j \ __ ...12 •,.,: • E;-- W -s- °,�,j a a :;' SITE WORK PLANS ...„,,/,,„r„,,,,,,_. _,, ,,:,,,,,,.,:,r'M fib - .1 4'if Fr) (.0♦ 8 ; v 'rv'*''-I FORTHE Garage / Guest House 38 Solomon Avenue Tybee Island , Georgia FOR Russell Akers 38 Solomon Avenue Tybee Island, eorgiaDW G. NO. DESCRIPTION , _ C 1 COVERSHEET C2 EXISTING SITE AND DEMOLITION PLAN C3 PROPOSED PLAN S' 04 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 ° �, C5 SOIL EROSION AND SEDIMENT CONTROL : ::z:::: II e,„. ® er, 1 EROSION AND SEDIMENT CONTROL I11 TN4overrib SOL �^uhf C 6 y•4. Of TYBEE ISLAND G7 NOTES AND DETAILS a o°. C8 NOTES AND DETAILS (".1-0RG/ A, ac \s 1 /?;1e) 4 $ L .30 _L,„ P o SS O 4AL " ��� It•Zo .1PLrVA.G1B1 SCHEDULE OF DRAWINGS VICINITY MAP , , BOSWELL DESIGN SERVICES, INC . 103 NASSAU DRIVE SAVANNAH, GEORGIA 3 141 O `�`�S?ROTECt/ c£f�A 912 - 897 - 6932 LAHBOS @ BELLSOUTH. NET J V ,� c14 ,�o 4r� UTILITIES PROTECTION CENTER 1-800-282-7411 Fire Hydrant LEGEND NEW EXISTING DESCRIPTION I I BUILDING RESURFACE ASPHALT PAVEMENT San. Manhole ASPHALT PAVEMENT TYPE I Top 7.01 ^rya �, ASPHALT PAVEMENT TYPE I I Ede Gravel Road - + 9 Catch Basin Top 7.04 b CONCRETE PAVEMENT z lh.6 54 - N EESIDEWALK OP— - ------ -- t. CONCRETE,2 CRT y 6'O � . Wires / — SD — STORM DRAIN LINE ' 536°35'00"E 75.26' +yirf S36°35'00"E +��« 136,7-9' iP• \irf — — — •Xh. — SS — — SS — SANITARY SEWER LINE ��Q Water / Q — ` Meter - 6 — W _, — W — WATER LINE Benchmark o • ® SANITARY SEWER MANHOLE O Nail in Light Pole El. 9.95 `.0 � tv Wood �^o H NGVD 1929 \ a' steps N G.V� GAS VALVE - w �o W - Z < �� �` �___ h o _ n «ry o co 4 W.VD, WATER VALVE III - d g ti -h� + -_- od porch ,,K. ■ WS b WATER METER D J C. o + Wo N d -�1 1 1/CD \ 3... \\ , '\ \ o ti 5 /I o FIRE HYDRANT �--� < @� o c s7 �6 N. z N O +«x x W Elevated ,^ Frame % -a- SIGN m z 0� 0� rn Q rn‘ Frame +� Residence O o Q ,- Q = . o rn o A/C Pad,-'- I o Chain Link s 0. d � �� out '-- � it Fence � FLARED END SECTION „� d -1 o ToP6 9� ( � cT; 66� � X4)9 SPOT ELEVATION I I I " Sat. S36°35'00"E `-_`3" --g^ \ CONTOUR Dish Frame O , eidg. +6Co� 12. 19 11.4,13 LE.4,13 INVERT ELEVATION m o «� conc. \p iP in � o b� «« hry —X— CHAIN LINK FENCE a) ^� « — - DITCH INVERT , ' o cyc +�°� `\.,�� +� S37°36'20"E - + 74.98' .`Q� �GP� 6 \ ^N I m o *. ,s,\ 0 ,�Q I y to PROPERTY LINE Q x �h Chain Link Existing +� +« N cI o \ .Q`'��+�' Fence Drive h o IPF IRON PIN FOUND z � z z \ 1'; x. I o I N La\ 4 Chain Link eoP+ m Tye/ 16.83 TOP OF WALK + .' CSi\ o` roe �o \ x ; ��Q�� +� ks 45:). + I ' o• TP 14.65 TOP OF PAVEMENT vii 3 I C sti� +��`� �` ° ? ( FG 16.1 FINISHED GRADE "'V�i,, �c°� Chain Link Z 'r,+ ' .VP o` Q�� Fence «A 0^ z +6 'Q �• Chain Link .Q`' .Q�� �� �� +h +h TS 16.10 TOP OF STONE i Co- M +� Fence �,� �y� y..�e, +"p� y� I +� wti P. 6e ..',y X�Q° U) 0 j irf i° �� 455r' co N 7°30'48"W l.E.3.92 + � TG 16.10 TOP OF GUTTER w w Z + Disturbed+6 175.25 .4-'''-'‘b �. yh0o+ `�tx�p 4)«o W w ¢ `� _ O +dry .� �h + �� A k 6� TC 16.10 TOP OF CURB = 0 6 - h Edge Aspha/t Pa ement�_ ( �- h. h. 0 Z O J +- ± + + — - + San. Manhole z 0 M +�`�. +�' " / lop 6.06 O w O + O + Ul = W A� GZ W Z 0 0 o San. Manhole - O z o o Q 0 Top 6. 18 Nc_i z < w0 w /.E.3.8 Project Information: Cn tn W W m LI P.I.N. • 4-0002-16-018 < CO m 03 — ADDRESS • 38 Solomon Avenue d CO H w1- t7 Df OL.I TZ'ON PLAN ZONING : R-1-t3 O Cr z EXISTING SITE AND M 9° = 20i SITE SIZE • 0.52 ACRES U) X ESTIMATED DISTURBED AREA : 0,09 ACRES W SETBACKS • FRONT = 20' SIDE (corner) = 10' • SIDE (interior) = 10' REAR = 10' BUFFERS; NORTH = 0' CONTACT A MINIMUM OF 72 HOURS FEMA MAP NOTES : SOUTH = Of PRIOR TEl DIGGING EAST = Of a `s\�SozpTE ,, CC 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE-11" WEST = 0' � .� ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 1305100213P, MAP ' p REVISED SEPTEMBER 26, 2008. (NGVD 88) OWNER : Russell and Sharon Akers 2, THIS SITE IS IN ZONE "AE-11" AND IS LOCATED WITHIN THE 100 ADDRESS • 38 Solomon Avenue , YEAR FLOOD ZONE, A MINIMUM ELEVATION OF 11,0 HAS BEEN SET, Tybee Island, Georgia 31328 `�< 0■> (NGVD 88) PHONE ; 912-308-1585 UTILITIES PROTECTION CENTER NOTES; 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO 1-800-282-7411 ANY CONSTRUCTION ACTIVITIES, 1, CONTRACTOR IS TO COORDINATE ALL GAS, ' LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE �O G/ APPROPRIATE UTILITY AGENCIES. SPECIAL CONSTRUCTION NOTE: U E�∎sTER, I `0 <' • . • 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING TRAFFIC AND RIGHT-OF-WAY NOTES; Survey Information : IF THE CONTRACTOR KNOWS OR CAN REASONABALY 1ro. 2 72 , � ALL EXISTING UTILITIES PRIOR TO COMMENCING y BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT �'' PROFESSi01rAl OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING 1, ALL ROAD CLOSINGS, DETOURS AND ETC, ARE TO Survey ; Helm Surveying IN THE PLANS SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO 1 t-4.6-et. BE � y ' CONFLICT WITH SAME, ANY DAMAGE TO EXISTING COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT 5E F ti� ENTITLED Q Nci0- �� , UTILITIES SHALL BE REPAIRED AT THE EXPENSE PERSONNEL, Date of Survey • October, 2006 TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK Rk gp OF THE CONTRACTOR, Datum ; NAVD 1988 REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 2, ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED OR CONFLICTS 3, CONTRACTOR IS TO COORDINATE ALL DEMOLITION FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT WORK WITH THE OWNER, ALL ITEMS NOT TO BE OF ANY WORK, DRAWING NUMBER RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR, 3. CONTRACTOR IS TO OBTAIN A R.O,W, PERMIT PRIOR TO GEORGIA D.O.T. NOTES: PERFORMING ANY WORK WITHIN THE CITY OF TYBEE ISLAND _2 4. REMOVE ALL TREES AS NECESSARY FOR PROPOSED RIGHT-OF-WAY. 1, ANY AND ALL WORK WITHIN ANY GEORGIA D,O.T. SCALE: 1,, = 20' CONSTRUCTION, RIGHT-OF-WAYS MUST BE APPROVED AND PERMITTED 4. CHLORINATED DISINFECTED WATER SHALL NOT BE DISCHARGED THROUGH THE GEORGIA D.O.T. _ X TREES TO BE REMOVED INTO THE STORMWATER SYSTEM, — 0 20' 40' 50' 2 OF 12 SHEETS San. Manhole `,b Top 7.01 t.. ... Ede Grave/ Road -} ; - - - ------.+-. 9 Catch Basin T iN op 7.04 Th.6.54 Guy 6�° /6 Wires S36°35'00"E 75.26' +h irf 536°35'00"E +��� ' ' ' ,• 136.E �P i \ (Th \ -- =Q -- ----- - - - SNirnrr. X . \9 % Water / • Meter G \ C.31 10'SIDE YARD f 6 -� 1 Z Benchmark �� ` z� 1' o W Nail In Light Pole ' �� `� J 00 El. 9.95 70 _ N Wood / I° NGVD 1929 -4 steps / I N (._) . C V 1 , �° ,o°° I o c � +� � O el. 10 ` Ct) : a -r ` +°pry - . 1 °A ' !. h \ \ 6°� + Porch �. o + Wood �f / o N CD ` `� v Q • O LL-1 o't1� . \ ` o / I r \� O O w 5 J ' ', \\ o co a Z \ 1-t�2 1ory / +°`•x x L_: 5 w -3- cci W` \ Elevated e� 1 rn n � Frame ad +° Residence I I N N 0 j m Z \ c P SPECIAL CONSTRUCTION NO lES I i 1 ? N =• o a�! ��° a� I I Chain Link s o, C)eanout 1 Fence 1 SITE AND BUILDING CONTRACTOR IS TO OBTAIN REVIEW AND FOLLOW THE � D 0 �� TOP6'g4 ° 1 RECCOIVIMENDATZONS SET FORTH BY THE GEOTECHNZCAL REPORT ✓ < 2 i ,,,' \ b- .so ►' I Lll 2, GROUNDWATER MUST BE LOWERED DURING CONSTRUCTION BY ANY MEANS APPROVED (Ja O m I S36°35'00"E B Y THE GEO TECHNICAL ENGINEER. "-'" z = N �1 Sat. r � ■ \ Frdg. \ ()Dish , 3, DE-WATERING MAY BE ACCOMPLISHED BY WELLPOINTS AND 7 OR DITCHES WITH V 1 Q 30 LF SWALE Bldg. 3�"' \ FG 12. 19 SUMPS AND PUMPS, n O z m 5.0 19 " = B.P. O O t. ` ConC. \ ' !p� 4, STIPPING OF PROJECT SITE DEPTHS MAY BE FROM 2 TO IN EXCESS OF 5 FEET SWALE A FG - O �o p hti BELOW THE GROUND SURFACE, 35 LF SWALE (7 cL \ AT 1.14% FG 6.2 CD +� �� 0 I SWALE A" = \I-- - - 5. FILL AND 7 OR BACKFILL SHALL CONSIST OF COARSE-GRAINED SOILS CLASSIFIED 6.3 ° 65 LF SWALE , N AS SW, SP, SM OR SP-SM WITH A MAXIMUM OF 15X PASSING A 44200 SIEVE. LU 0 6.4 AA \ � +c 1 I AT 0.46% \ t. O ti *36'10" + , ( ( 6 I 6. BACKFILL FOR PAVING SHALL BE PLACED IN 6 INCH LIFTS AND COMPACTED TO +A� ;, �� S '•98 '�Q° \ QvGP ' ' , I .N 95% DENSITY IN ACCORDANCE WITH ASTM D-1557, r + Exlst)n9 �a6 ' �� 4 1 ' 7 ANY TRENCH LEFT VACANT I from relocated UTILITIES, STUMP HOLES, ETC. I SHALL r�1 x °� C din Link \ ' I +h- I N BE BACKFILLED WITH APPROVED SOIL, PLACED IN 6 INCH LIFTS AND COMPACTED TO L,,J \ .' 'N�e 6. r Fence fo'SIDE YARD I �r)ve I /l I t' 1 ( O 95X DENSITY IN ACCORDANCE WITH AS TM D-1557 CO x � •® 'i FG . ; " ®IIIIIIIIIII� I y :, O O 8, SUBGRADE SHALL BE PROOF ROLLED WITH A LOADED DUMP TRUCK, ANY "PUMPING" "a\ e_ �`t Chain •J. 6 5 ' I ( /Opp 4 6 . j b OR UNSTABLE AREAS SHALL BE REMOVED AND REPLACED AS PER SPECIAL • °'° `s` 8 `%/ S ALE�A„ ,=,-,-,: : TP,S/ , 1 "5�'. Q CONSTRUCTION NOTE #6, IN THE CASE OF EXCESSIVE MOISTURE, THE AREA MAY BE Y 1 o 0 + U1 `f°, �',� 5D LF'SWAL ,; '6;50` ,;', ;r °oe '! a `4 ( DO ALLOWED TO DRY AND RE-PROOF ROLLED. U I 0 -k` •� .., oz / B , ao U1 . �-+• /j ' 32. I FG °I Oj 9. ALL FILL SOILS FOR THIS PROJECT SHALL BE AS PER SPECIAL CONSTRUCTION o 4.-*, d b- co`o %/FG1,,% / '/, -' , . . ,i I /I 4.5 I O Q NOTE #5. z co c Chain Link J I 0 I N V �: F°A $� >o'sivE ra - - - - Fence 1 10. SOILS CLASSIFIED AS AJH, CH, CC OR SC WILL NOT BE ACCEPTABLE, 0 0 +. �' FG ti "�._'��+6 s.3 �°Chain Link �Q�� ��; �Q I 1 h° h`' �6� �+ : .Q" Fence .1 yh e• .� 0- h06 + 60 + ,f 11, ALL FOOTING EXCAVATIONS AND SLAB SUBGRADES SHALL BE COMPACTED TO A I W °Z• . . s 'i�-' ! . -z1"- - - - -- --- - - MINIMUM OF 95X IN ACCORDANCE WITH AS TM D-1557 o ao o 6 �irf. ae / + p' t 1 SQUARE YARD .\c,01\ 1 +°A Dist bed+6 Z `175.25 M ��� -'- hog -I - N 7°30'48"W f E 3 92�, +h,, e.,il o. OF DUMPED 12, SLABS ON GliADE SHOULD BE SUPPORTED BY A MINIMUM OF 4 INCHES OF +°1, e N 4-k). h +i0 ' f h A x`9 . .. kh. STONE RIP-RAP GRANULAR FREE DRAINING GRAVEL OR COARSE SAND TO REMOVE MOISTURE, r _ +6` h� Edge Asphalt PaY @m @rlt"- _�+h� +`'=- - - ih6 Manhole SHALL BE PLACED BETWEEN GRANULAR EASE AND San. Man 13. A VAPOR RETARDING MEMBRANE �° +<0- -4' ,�. CONCRETE TO PREVENT MIGRATION, +b- + . DRIVE SURFACE TO BE + N) O }� Top 6.06 CONSTRUCTED OF PERMEABLE MATERIALS AS PER CITY OF +co TYBEE ISLAND ORDINANCES AND BE 25' WIDE (max.) WITHIN THE San. Manhole TYBEE R.O.W. Top 6. 18 NOTES; U) + I.E.3.84 1, SEE SHEET C2 FOR LEGEND. L a 2, LIMITS OF GRADING AND GRASSING ARE INDICATED ON Q W r d - PLANS AS "LIMITS OF CONSTRUCTION", D Z z PROPOSED D Sl TE PLAN 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING I al 0 0 Q 1!! = 201 UTILIOTIES SHALL BE AVOIDING AT CONFLICT WITH SAME, ANY OF THE CONTRACTORAGE TO EXISTING Q Or a. 4. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, LU 0 a c 0 MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT O Z W WILL PREVENT SOIL EROSION, SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN U` 2 < Li_ o "EROSION CONTROL GRASSING", O _J z (-i O 5. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA _I_ Q CL IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE WOW W 0 CONTINUALLY AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY Q wilt' W -I m ff -FINISHED -FI ISHED PERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE m W EXISTING- GRADE EXISTING- N REMOVED BY ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER, d CO I_ w}-- GRADE GRADE GRADE 6, ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. yARIES VARIES - VARIES yARIES fY 7. CONTRACTOR TO VERIFY ALL EXISTING AND PROPOSED STRUCTURE LOCATIONS ' (drainage, sanitary, etc.) TOPS AND DEPTHS PRIOR TO ORDERING MATERIALS OR j - �,; ( T BEGINNING CONSTRUCTION. ,l, -\:/"---\''' e.\ _ A <v;;V( 4 4 \`,..w- ,%�/%(� ., \iii\(7=- :i C 0//�:'��'�t/ \f', �i/i/ ^A \\>%; ?„^ 4 4 _\p/,.�i�� J) TO OAZN TILL l-O�Z OONOTIiUOTIOIU • ii�ii�ii�.� (1 11 ��%��i���i ' I c `�`��iii:ii'. 1 1 i�i`irir��/i a DETENTION DAOIA/ MAY Dc ENLARGED I,,,l ,.,boF...,,� >` ������%�i��i��� < �%��%��%��%��� �`i�`i'`ii��i��i� ( iii>i`�ii���i`�// If T//C l�1/1 TCRI/1 L IC G/I TICf ACTG�4Y, "It' ,.�.l.. \(i�', \ ii;,iii ;: �<���������� 0, DETENTION BASIN IC TO DC COCDCD TO I'REVENT crocIoN. ELEVATIONS SHOWN ELEVATIONS SHOWN . . - - ON PLANS ON PLANS -• - -- - - - - - - - - - • - • , SWALE "A" DETAIL SWALE "B" DETAIL not to score not to score CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING GENERAL NOTES: ,PAD NOTES : ,sasmtEts/ TRAFFIC AND RIGHT-OF-WAY NOTES: e" C. 1 DIMENSIONS ARE IN FEET AND DECIMAL OF FEET UNLESS NOTED OTHERWISE, 9, DUILDINO PAD.: HAVE BEEN A:..fUMED TO I3C 4,000 �r- non c011CMATIC r'Unro�cc AND non 1. ALL ROAD CLOSINGS, DETOURS AND ETC, ARE TO BE 2, LIMITS OF CLEARING AND GRUBBING SHALL MATCH THE PROPERTY LINE •DTAINAOC CALCULATION0, COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA BOUNDRY OR AS SHOWN ON THE PLANS, COORDINATE ALL CLEARING ACTIVITIES SPECIAL AE AND VE ZONE NOTES : Q, CnnACE !-LOOf2 CLCV�,TIONC HAVE BEEN CET PERSONNEL, X14 o WITH THE ENGINEER/OWNE1? struRso FEMA MAP NOTES : ON Tl ICCE r�LANc AC A MINIMUM (-7NIG(ICD 1-LOOT: ` 3, ALL COORDINATES AND BEARINGS SHOWN ARE BASED ON A SITE 1. BUILDINGS IN AE ZONES ARE TO HAVE ALL ELECTRICAL, ELEVATION, 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED UTILITIES PROTECTION CENTER COORDINATE SYSTEM, CONTRACTOR SHALL VERIFY PRIOR TO THE START PLUMBING, HVAC, DUCTWORKTHE FINISHED FLOOR SET A 1, THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE-iv" FROM THE CITY OF TYSEE ISLAND PRIOR TO COMMENCEMENT 1-800-282-7411 OF CONSTRUCTION MINIMUM OF 1' ABOVE FLOOD. ACCORDING TO F,I,R.M, COMMUNITY PANEL NUMBER 13051CO213F, MAP 3, CA12ACE FLOOR ELEVATIONC ARE TO BE OF ANY WORK, REVISED SEPTEMBER 26, 2008, (NGVD 88) Ar nfO)(IMATELY 1" BELOW FINICIICD fLOOnC, 2. BUILDINGS IN VE ZONES ARE TO HAVE ALL ELECTRICAL, 3, CONTRACTOR IS TO 08TAIN A R,O,W, PERMIT PRIOR TO 4, BENCHMARKS SHALL BE VERIFIED BY THE CONTRACTOR AS TO LOCATION AND ELEVATION PLUMBING, HVAC, DUCTWORK AND LOWEST STRUCTURAL 2, THIS SITE IS IN ZONE "AE-11'1 AND IS LOCATED WITHIN THE 100 4, BUILDING FINISHED FLOOR ELEVATIONS TO BE PERFORMING ANY WORK WITHIN THE CITY OF TYBEE ISLAND VF-0 R G/ A PRIOR TO THE START OF CONSTRUCTION, MEMBER TO BE A MINIMUM OF 1' ABOVE FLOOD. YEAR FLOOD ZONE. A MINIMUM ELEVATION OF 11.0 HAS BEEN SET. SET AT A MINIMUM OF 11 ABOVE F,E,M,A FLOOD �1 S FR 5, ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED, (NGVD 88) ELEVATION OR AS PER LOCAL JURISDICTIONAL RIGHT-OF-WAY. Fo 3, COORDINATE SITE WORK AND FINISHED FLOOR REQUIREMENTS. 4. CHLORINATED DISINFECTED WATER SHALL NOT BE DISCHARGED ��°•2 2 , ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO * PROFE 6, CONTRACTOR SHALL VERIFY THAT OVERALL SITE DIMENSIONS AGREE WITH THE BUILDING ELEVATIONS ARE SET AS PER CODE, ANY CONSTRUCTION ACTIVITIES, 5, CONTRACTOR IS TO VERIFY F,E.M•A ELEVATIONS INTO THE STORMWATER SYSTEM. 1_Zv� l INCREMENTAL LAYOUT DIMENSIONS AS SHOWN. ANY DISCREPANCIES WITH DIMENSIONS AND AND LOCAL CODES PRIOR TO ANY CONSTRUCTION F'S'G1 NEB'N' COORDINATES OR PROPERTY LINES SHALL BE ADJUSTED AND APPROVED l3Y THE ENGINEER, ACTIVITY, 9Rk � \' 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING HORIZONTAL AND VERTICAL SPECIAL HANDICAP RAMP NOTES . Survey Information : CONTROL ON THE SITE BASED ON EXISTING MONUMENTS, ALL COSTS INVOLVED IN 1, ALL HANDICAP RAMPS SHALL BE CONSTRUCTED AND SPECIAL F,F, NOTES ; Survey Hetmy Surveying LOCATING THE EXISTING MONUMENTS AND CARRYING THE STAKING LAYOUT TO THE "TINTED" AS PER ADA GUIDELINES AND REQUIREMENTS, SPECIAL CONSTRUCTION NOTE: • SITE SHALL BE BORNE BY THE CONTRACTOR, 1, CONTRACTOR TO VERIFY FEMA ELEVATIONS Date of Surve y : October, 2006 DRAWING NUMBER 8, CONTRACTOR IS RESPONSIBLE F THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO PRIOR TO ANY CONSTRUCTION ACTIVITIES AND KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, Datum NAVD 1988 COMMENCING OF CONSTRUCTION AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE COORDINATE WITH GOVERNING AGENCY REQUIREMENTS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, GEORGIA D,O.T. NOTES: 2, CONTRACTOR TO COORDINATE FINISH FLOOR PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO C. 3 1. ANY AND ALL WORK WITHIN ANY GEORGIA 0.0,T, COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK SCALE: 1" = 20' 9, CONTRACTOR TO VERIFY ACTUAL BUILDING DIMENSIONS WITH ARCH, PLANS, RIGHT-OF-WAYS MUST BE APPROVED AND PERMITTED ELEVATIONS WITH STRUCTURAL, ARCHITECTURAL REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY THROUGH THE GEORGIA D.O.T. AND M.E.P. PLANS, 10. ALL RADII ARE 5' UNLESS OTHERWISE NOTED, OR CONFLICT, 0 20' 40' 50' 3 OF 12 SHEETS ,S'DIL EROgIO1 T LEdEJW TEMPORARY SEDIMENT BARRIER Sd1—A TEMPORARY HAY BALES Shc—Hb b Fire Hydrant CONSTRUCTION EXIT Co MuLCHING Del DISTURBED AREA STABILIZATION D82 WITH TEMPORARY SEEDING DISTURBS AREA STABILIZATION D83 WITH PERMANENT SEEDING DISTURBED AREA STABILIZATION Sari. Manhole ro 01 WITH SODDING D84 I z N +�P �� CHECK DAM d—S Edge Gravel Road }� _ �,��"' Catch Basin T /N - op 7.04 No STORM DRAINAGE OUTLET PROTECTION V rh.6.54 Guy _ �O,o ` ��.9,,, 1•••••+1 6� -6 I TRAP LET SEDIMENT RA Sd2 Wires �� S36°35'00"E --�.- __, ---------- 75.26' +h;irf S36°35'00"E ��` SEDIMENT TRAP Sd3 �--� 136,79' c 'irf •�h�� __________ _ r � �Q - x - V o i '' Z:': 0�l r 6 - GEOTEXTILE '�,• , f0'SIDE YARD ' i= Benchmark CHANNEL STABILIZATION > �� N _ YEGATATION _- Nail in Light Pole K' �\ , `�, El. 9.95 N \� Wood ,/ .p O CRETE�RAP p 0 NGVD 1929 \ co % Steps /� 0 C9 �' ° (09.,/ © LEVEL SPREADER - � L� 0)co -- n ��o b = r, ��' +`' U) o\ k. tO RETROFIT (I) Q = ,_-_..._ -=-(=`` ,*�' h , V 1 Z Q N �. o 'm +�� od i I 5 - Wo (P\orch , T , T o .� N DUST CONTROL D� ^w O z 6� p• c3� % W / L Q ` ' '- Q o to � y O CI a 5 Erosion and Sediment Control Phasing ,`�j ; d 1--1/2 S erY 1 +0, x I Elevate ,\ Frame I LLT %°>n i Frame +6- Residence \\ 1 v� ad \ cV o Initial Phase (Phase n A C P �- %- �° Chain Link s u' b \ I 1, This phase shall Include Silt fencin and construction C..11 p CJeanout \ CUC � Fence exits and sediment and detention onda to be installed 0 1;i ro pg.94 , �6 `� prior to any land disturbing CO ■C Sat. activities to prevent sediment from leaving the site, S36°35 "E Frame CII ..„.,, , �x Dish 1 W Bldg. �� I 12. 19' Intermediate Phase (Phase II) o +`o' i Du ' ;91 f w o N W Da.>r 1, This phase shall Include construction of any outlet ° co 0 6a� 6p Conc. hry i Da�,2 , Ir r- z m �' �LJMrrs ore L �. + �. i , �, 4 structures, retrofits, check dams, inlets a D N Dlst'U1PBAtyCE ��� ( . protection and temporary grassing, o I,�L 0� 11 , 1 R1 \ o Z O Q� +� 036'20"E +3. t +F1 , p z I W z J +� .��� S3 --- 74.98' �Q P� 6 It5ce Final Phase (Phase III), Q<<" I N �I o °C� � -. ;off o ,�� b 1 This phase shall Include Octtfall protection, any revised „—,:-. t�� 4.-*�,—i !fit * ^�j� t■4['�""j-� ,r� 4 h « Z'hain ZTn�/c'� Existing A ,�� Quo Fence Drive I 4. \ 0 1 p t y N inlet protection and an other permanent devices. t YARD / ' ([� (" J (�Q� 90'Sty 5 a , LrMrFS or; Du p - DJ Cfl Chain dfnk « /o� '' I j SPECIAL. Sorg ERO$tON PREVENTION NOTES A At L' P Daz2 I Q O 4 ��c Dart 6. °' ' w Q �: p 1. The state of Georgia requires that the initial- soil- erosion prevention z ' \ v Q Del -1 + « it . 6''} ' � � �° ks�� �: (I �f a'• .i � measures shall be inspected by the designer Within 7 days after d tTI��� +e b:r` • y-fT1 y� R► a°��� I r CZ) I p • in8ta hop?, W D i Chain Link < Q J it, � o Qom, to'SIDE YA/tD« 7 , Fence �� , 2, rt is the responsibility of' the contractor to notify the soil erosion D D C� Q C9 0 i moo. o` k ��`1. ''- .. +*--*--•--t Ywiltwf 'T' <Q 4, >- tJ 0 / I 0 �' ��' O■�� ' '--an--ten 1->e, r* 40'II ''' �� _ * `—•ky +co �` 0� P. + �� ,� �� o prevention plan designer Within 7 days after the initial soil erosion O z �- r `� - measures are in lace for Inspection, O w z 1'0 �irf ��•s�s'�ii " . .. A +�� P P > w CC+ , Disturbs �������'�� h + - `� __ 47°30'48"W /.E.3,92 +�; 1- d'C9 < o « ;:1 I e: `+ X00 , 0 3, Soil- erosion prevention plans shall- be kept current and on site or w z a �- + „�� 1 ��:e ez� h +� , , � ��' readily accessible at all- times during the duration of the project until- AA 0 z o Edge Asphalt Pavement } �� c y Q Z + —��- fan. Manhole after final- stabilization has occurred Q 0 . + �: � op p 6.06 N O t z u) 0 , atom or ' 4, Primary permittee must provide a copy of the soil erosion prevention w 0 < w �Orsrule8A ± plans to each secondary permittee. C� w _j w a San. Manhole 5. Contractor /a to keep a record of his inspections of the soil erosion < CO H. w F-- < Top 6. 18 C u G oontrol- measures to include at least the following; 0 D Z a, date and scope of the inspection o 0 l.E.3.84 b, name of' person performing Inspection c, major observatione (including noncompliance incidents) c Inspection reports are to be kept current and on site or readily w accessible at all- times during the duration of the project until- after final- a stabilization has occurred. a co 6. Sampling of the outfali- is the responsibility of the primary permittee SOIL EROSION AND SeDiMeNT CONTROL PLAN - PHASE 2' and sampling requirements are to be as per the NPDES general permit. P r 20' 1 Silt fencing Is to remain in place until- final- etabitiazation, CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING 8. Waste materials shall not be discharged to state Waters except as SpfipTEET,, authorized by a section 404 permit. ��` cf 41k ';. 9, These ES & PC plans are in compliance with Waste disposa/r sanitary ( i seWer and septic tank regulations. V 0,,t )//04.„ 10, Great Dore shall- be taken to prevent oil- spills and leaks, In the event UTILITIES PROTECTION CENTER that a spill shall occur, stop the spill source immediately and implement 1-800-282-7411 BMP's and clean-up for the spill 1-..c,OR G i REQUIRED SEDIMENT STORAGE CALCULATIONS SPECIAL CONSTRUCTION NOTE: iG\STF4,o �' IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE ►b. .72 SEDIMENT STORAGE WILL BE ACHIEVED BY STORAGE WITHIN THE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, * PROFES *1 DETENTION BASIN AND BY STORAGE BEHIND THE SILT FENCES. SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE 11.20- ♦ PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO Ftici�Ec���, REQUIRED SEDIMENT STORAGE. COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK 4Rk A. E305` � REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 67 C.Y. x 0.09 ACRES = 6.0 C.Y. REQUIRED OR CONFLICT, , ACRE DRAWING NUMBER SILT FENCE SILT STORAGE: 4'13 LF SILT FENCE x 0.09 CY PER FOOT = 37 CY LEVEL II OAZIN - 500 S.C. x G" SILT IN DOTTOM - 9 C.Y. Or STORAGC CERTIFICATION TOTAL SEDIMENT STORAGE = 37 CY NO. 2104 C...,4 CY (supplied) > 6 CY (required) SCALE: 1" = Zo' ISSUED 11 -5-05 EXPIRES 11-5-11 I 6EJ 0 20' 40' 50' 4 OF 8 SHEETS $'OIL ERO$10141 LEGEr11 rD TEMPORARY SEDIMENT BARRIER Sd1—A TEMPORARY HAY BALES Shc--I'IE? b Fire Hydrant CONSTRUCTION EXIT Co MULCHING Del WITH TEMPORARY SEEDING T10N D82 DISTURBED, REA STABILIZATION Ds3 *ITH PERANENT SEEDING DISTURBED AREA STABILIZATION San. Manhole WITH SODDING D84 0 �� Top 7.01 W +1 �' CHECK DAM d—S Edge Grave/ Road '� Catch -_Basin _ _ - ____---_--_--_--_#°�� /ro 7 04 r � Top N STORM DRAINAGE OUTLET PROTECTION a V Th.6.54 - Guy ��o • INLET SEDIMENT TRAP Sd2 Wires Q S36°35'00"E --- hq. ° a _ 75.26 ++• S36°35 S36 35 00 E 136,7_ _ ip SEDIMENT TRAP Sd3 1 t 1, n . k °irf , X� _- , - _ O Q �� Water �' Meter Q GEOTEXTILE 400 >, '1 3 10'SIDE YARD r=6/ Lit CHANNEL STABILIZATION > N O � d Benchmark \ 1 _ '• VEGATATION ® C� Nail In Light Pole , u ROCK RIP-RAP Cp -� b El. 9.95 7C1 - NGVD 1929 "' a, t s ep /../. - h CONCRETE 11 �tio c39.°5// N ti LEVEL SPREADER (.V ✓ U) W 0) < 1 _ 0 CO CD 11 +�'�� +�'�� o� y RETROFIT Q �, d porch i co Z a) - O �� +�h� ±� Woo po DUST CONTROL Du w O Z l . I.. , i L. IZ ,-.-- < 5 �, m �?- sY ry �b Erosion and Sediment Control Phasing , J U) Z 1 / ' u rn Elevated +6,�1 F�me \\ , +° x X �; 1 Frame Residence ,' O initial Phase (Phase I) o rn A/C Pad " \� I to Chain Link o � C/ean \` � Fence ~ 1, This phase shall Include Silt fencing and construction exits and sediment and detention ponds to be installed 0 ''`� � >.. prior to any land disturbing r 1=v activities to prevent sediment from leaving the site,Frame ci, 0 Da h I 536°35'00"E Bldg• +6� \` 1 f 12. 19 lntsrmsdiate Phase (Phase III t g 1, This phase shall Include construction of any outlet 3 O COnc• Dat2 i� ��� r ip _ o fl. ��� I 1 1 structures retrofits check dams Inlets a Q�� �t rMtrs ofi s - +�3IST(/XtBANCGr cD + I • « 7 1 t o 1 protection and temporary grassing, o h ` 1 ( N Z , Z+ �r o a o w I- t� +� 53 °36'20"E +� 74.98' �P� +� s riers of ��, j o Final Phase (Phase l Z1i o ' o o. � + w�Q 1 ec + + snosANCC �\ �: -- �' 1, This phase ahaLG include outfalt protection, any revised n►s�.wrc"�1[!J�R � ;o' •' tom^ 1-�h►�^F�— i � O � 5 1, � cc, tU X s. �� a •.s�a••�a�-a taa7na a�a a�a..•a•r-a�•a—a Existing co, I y';1 \ :14 c I -4a• Q� 6• Fence 1 Drive 4; 1 + \� h` cv inlet protection and any other permanent devices.�� ? �Q� >o'SP YARD _ jkrMrrs or; I .41, ir ats71 ,4ivcp 1 �. o w,�� � Chain dlnk o� + + oI k SPECIAL SOIL EROSION PREVENTION NOTES a ca N1 r► � + 46 Q » _ Q s a . oat �. e , "'`"' , a. ,• o0 1. The state- of Georgia requires that the initial- soil- erosion prevention a z ,� � _._ e � �• k63� + + �� � �:� ■�� measures shall be inspected by the designer within 7 days after X Q <I N.;\ +� ?,,v I ' D installation, w -� QJ O ��ho >o'SIDE YARD • I- Chain Link - w • Q + Fence , 4 2. It is the res onsibllity of the contractor to notify the soil- erosion D D 0 < 0 O +� �° Chain Link e<'�, �� �Q + • r �� �� p y z fY I . ,_� .�,—��� Q � ..,,�,,�-�� �� + prevention plan designer Within 7 days after the initial soil erosion z Q + gh,. Fence �ry 3 -ao1—an « e 6- , r 0z i, 4'� w O Y .j —'- + + '''A �4, 't O measures are in place for inspection, > w O w z �t� +� irf 1 '5.25' I � ,� 4.- ��o __��� N r7°30'48"W 1.E.3.92 +���' _+ 3 x�= - - — - - • Q C� C� 0 Disturbs �+ o� , a� - 0 3. Soil- erosion prevention plans shall- be kept current and on site or w z o z a F- �+�� ,e i 1 ( h + r �h �� "� k)� �� readily accessible at all- times during the duration of' the project until- 0 z o z z Edge Asphalt Pckement , h _ . h. after final- stabilization Q w -uo-- + -----/-4")- - - ------+ _ ,fan. Manhole n has occurred, O ,, 0 0 Q u) 0 4. Primary permittee must provide a copy of the soil erosion prevention w 0w crMrrs ors � ,- . , � 0 +�• w ""�rsrr�es,4NceI , plans to each secondary permittee. 0 � w -i w u) x• CO San. Manhole 5, Contractor is to keep a record of his inspections of the soil erosion < C0 F-- WI— < Top 6. 18 control- measures to include at least the following; a, date and scope of the inspection O /.E.3.84 b. name of person performing inspection _ O C. major observations (including noncompliance incidents) Inspection reports are to be kept current and on site or readily LI accessible at all- times during the duration of the project until- after final __I stabilization has occurred. 0 SOIL ,ROSION AND seor1V/ElV T CO/V TOOL PLAN -- PHASE II 6, Sampling of the outfatl- is the responsibility of the primary permittee i/i - 201 and sampling requirements are to be as per the NPDES general permit, 7, Silt fencing le to remain in place until final- stabiliazation, CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING 8, Waste materials shall not be discharged to state Waters except as gbiteu authorized by a section 404 permit. J, S S�� `f"p 9, These ES & PC plans are in compliance With Waste disposal, sanitary sealer and septic tank regulations, ct< )11,_ ,,,$ 10, Great Dare shall- be taken to prevent oil- spills and leaks, In the event UTILITIES PROTECTION CENTER that a spill shall occur, stop the spill source immediately and implement 1-800-282-7411 BMP's and cleanup for the spilt, k,ORG/ SPECIAL CONSTRUCTION NOTE: �\S , , I .. IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE No.,2: 2 KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, PROFESSI0 SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE 1%-2,0-01 PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT 5E ENTITLED TO FycINE-s''' N, COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK giPk g,, ti>, REQUIRED TO BE RECONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT, DRAWING NUMBER BMP REMOVAL NOTE , LEVEL II CERTIFICATION 1, RETROFITS, PERIMETER SILT FENCE NO. 2104 _ 5 AND CONSTRUCTION EXIT TO BE LEFT IN SCALE: 1" = 20' PLACE UNTIL FINAL STABILIZATION ISSUED 11-5-05 HAS OCCURED, EXPIRES 11 -5-11 1 _, 0 20' 40' 50' 5 OF 8 SHEETS ?SIM ER°MON LE&END TEMPORARY SEDIMENT BARRIER $dl—A TEMPORARY HAY BALES $dl—Hb o Fire Hydrant CONSTRUCTION EXIT CO MULCHING Del TH T TEMPORARY SEEDING STABILIZATION Del DISTURBEp, AREA WITH PERMANENT SEEDING STABILIZATION Ds3 DISTURBED AREA STABILIZATION Ds4 z San. Manhole WITH SODDING tN Lo A'}0 �� /Top 7.01 ` CHECK DAM d—S __•�____-_________--__-__-___-_-._____-._- ____ _-__-___--_-__-.+b. . � Edge Gravel Road Catch Basin STORM DRAINAGE OUTLET PROTECTION a L.) Top 7.04 Th.6.54 7; 4 Guy �,Q `g'��oX• INLET SEDIMENT TRAP $�' T - Wires - 6 �o V 1 �- L11 SEDIMENT TRAP $d3 S36°35'00"E y irf S36°35'00"E /� 136;79' 1Po C3 0• Q •s< Water— GEOTEXTILE GB d r Meter ,6- W<31 1 to,SIDE YARD ,�" -� �-y + CHANNEL STABILIZATION Q N Benchmark + VEGATATION (Y (o �' ROCK RIP-RAP 0 (D p) Nail In Light Pole ', y , i O CONCRETE I t0 El. 9.95 � � <v O Wood , NGVD 1929 \, + Steps // LEVEL SPREADER WW V 1 �o o9°i' Q G -p•Q CA % P.,19' ,� I RETROFIT T f) z = N V 1 h _ _ LU ( Z 0 t1 m o +� +porch ^ \ n o h / N DUST CONTROL i t Q Q o , + woo , Du i d ! (b \ + - /� L Q L.c) C3:3 -'1" 1a l+ , /, O r_ c, 1 `\ ° �5 J �I Erosion and Sediment Control Phasing , J w '' N C0 �'" 2 very ��� I I cn Z + / n c.o. Elevated +6ti Frame �\ r + x x o Initial Phase (Phase I) 61, Frame ad Residence ' N c O o + A/C p \\\ Chain Link LeL 1, This phase shall Include Silt fencing and construction (r o ; Cieanout ? \` ; Fence exits and sediment and detention ponds to be installed 0 r ' Top6 g4 0 prior to any Land disturbing CO ►' ;1 _ activities to prevent sediment from leaving the site, + - ` Sat. ' ` S36°35'00"E CI ` Frame \ 0 Dish eidg. ��� Deg I 12. 19' Intermediate Phase (Phase II) = I o + i I _All VP u .5 c o c. 1 °n 4 r - --- 1 This phase shall Include construction of any outlet i a on ti o� o- 6 +� 6� -'• structures, retrofits, check dams, Inlets i ; o-3 o'� Ittiors I___ m + 1 rotection and ten- orary grassing, , z z w ow sd>+ DrsruRaANceT ,� ,� protection P 1 `0 Co. , 0 . r W a o v ��' -15:.- ` + �� Final Phase (Phase rill o o v) -I- t� + S3 °36'20"E 74.98' \ ' \ ��P� ' 1 6 1ce N 01 �. �.. y_��o - - •- • _ . _uz _ 1 ,�, r, 1, This phase shall Include outfalC protection, any revised \ .;X '_ 7 a`•�:I-a—.—a •7aaTa�a a•—a a—a—a*-a-a-a-� Existing mob, 1 +�\'` \\ 1 ,��`� ° i inlet protection and any other permanent device& __ Q``��• Fence 10'SUi. YARD 1 I Drive \ I -�' I h N �o Q� r ` LrMra's Of/ AO \\ • ' «) (� L. ( W ;z-L340.,\\ , �� , ', '®','(!!III1!!Il18 �! DJ9T. A-Ncc' I �'«1 O+ �;; %i,'l'" //,-,/ /// , - , /,- ,« © I O i SPECIAL SOIL EPOSTON PREVENTION NOTES = Chain bink , . "/' , pq P De4 Q +b c; : ` c e% :1 ; 1ode %,/'4,, -., of :1 or , 1� �, A I of 1. The state of Georgia requires that the initial- soil- erosion prevention z A_(�.\, x \\q ' X0'1+- %' ' oe4 ,/4 ;!;''-'' ; ' ;« V �► measures shall be inpected by the designer Within 7 days after v,` 6� � x� ; ;' 63?; /// ; ; I '� •o� a •: installation, w —�ti `, o % ,, Q '.r, I (o wQ yQ•-in \ Oote ,/,___ Chain Link 'Q C7 0 ±.+��+ �F�p __'" 4, IV SIDE YARD« 1 II- Fence a 2, It is the responsibility of the contractor to notify the soil- erosion 0 z 0 Q 6 w Q I h prevention plan designer Within 7 daya after the initial soil erosion z 0 ti r, + A Chain Link rQ� � / o h h P p TWO 6- I t -f -Pence '' -. ;.; 6• / I e� h- �t \( measures are in place for Inspection, > w O + �---�1- 071 « 0. / b." .. « _"'�1 P. t .n. P. "� - - �� ----- l- ' f t. -Y „Y A- , - s +• �7 t 1�" !1 A" +‘ ., za Q U` < v U G,Cri +6 irf ", �- 47°30'48"W /.E.3.92 + 3. Soil- erosion prevention plans shall- be kept current and on site or w z o = o Hu X525 Disturbs o ;`O - ' ° « 1 1 I+ J , x� )-° readily accessible at all- timed during the duration of the project until- O zz p (nz Z +°; �0 T h ,p ; 0h �� k t� after final- stabilization has occurred, a 4 -+6-- . .._.._ Edge A.,_ha/t Patement —i+�- - +h= +�' _ — San. Manhole N ( Q o �`� +��` �� +co- w i�o Top 6.06 4, Primary permittee must -provide a copy of the soil erosion prevention w 0 w w +� r + -CZMrrs o, O + plans to each secondary permittee, Q W -� m o !� O w +b is rUR15ANce' n w CO m w >-• Z \� 5, Contractor Is to keep a record of his inspections of the soli erosion < CO H H < San. Manhole Top 6. 18 control- measures to include at least the following; CD D z a, date and scope of the inspection fl 0 + 1.E.3.84 b, name of person performing Inspection � c, major observations (including noncompliance incidents) Inspection reports are to be kept current and on site or readily W accessible at all- times during the duration of the project until- after final- —1 stabilization has occurred. O w t� 1 6. Sampling of the outfall- is the responsibility of the primary permittee SOIL EROSION AND SEDIMENT CONTROL PLAN `" PHA "'L.. III and sampling requirements are to be as per the NPDES general permit. 7, Silt fencing is to remain in place until- final- atabitiazation, CONTACT A MINIMUM OF 72 HOURS PRiOR TO DIGGING 8, Waste materials shall not be discharged to state Waters except as TECT, authorized by a section 404 permit; v���S `�1 A BMP REMOVAL NOTE : 8, These ES & PC plans are in compliance with waste disposal,- sanitary 1. RETROFITS, PERIMETER SILT FENCE sewer and septic tank regulations. AND CONSTRUCTION EXIT TO BE LEFT IN `�`EtTtac °4U - PLACE UNTIL FINAL STABILIZATION 10. Great care shall- be taken to prevent oil- spills and leaks, In the event UTILITIES PROTECTION CENTER HAS OCCURED. that a spill shall occurs atop the spill source immediately and implement 1-800-282-7411 BMP'a and clean-up for the spilt, (,oRGI SPECIAL CONSTRUCTION NOTE: �cGIS F,,o !' IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE 1..- .72 4., KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SSI0►rAL SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE 11-2D- PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO 4CIIskEF'� COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK 'CK A. BOO' REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT, DRAWING NUMBER LEVEL II CERTIFICATION _ 6 NO. 2104 SCALE 1" = 20' ISSUED 1 1 -5-05 EXPIRES 11 -5- 11 = 0 20' 40' 50' 6 OF 8 SHEETS — SOIL EROSION & SEDIMENTATION CONTROL NOTES CLEARING NOTES: COASTAL PLAIN VEGETATIVE COVERS 1. NARRATIVE: THE EXISTING SITE CONTAINS AN EXISTING RESIDENTIAL STRUCTURE. THE GROUND 1, ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM, IS GENERALLY FLAT WITH FEW TREES AND SLOPES BETWEEN 0 AND TWO PERCENT, THE PROPOSED PLLANNTiNOF TEMPORARY GRASS RATE MONTH LOANTINGF PERMANENT GRASS RATE DEVELOPMENT WILL BE THE CONSTRUCTION OF A NEW GARAGE / GUEST HOUSE. THE TOTAL 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND PROJECT SITE IS 0,52 ACRES WITH WITH AN ESTIMATED DISTURBED AREA OF 0,09 ACRES. UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFLICTS WITH SAME, ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED MARCH- MARCH- COMMON BERMUDA 10 Lbs./Ac 2. DEVELOPER / OWNER: RUSSELL AKERS AT THE EXPENSE OF THE CONTRACTOR, JUNE COMMON BERMUDA 10 Lbs,/Ac JUNE COMMON BERMUDA (HULLED) 38 SOLOMON AVENUE (HULLED) TYBEE ISLAND, GEORGIA 31328 3. ALL WORK SHALL BE IN COMPLIANCE WITH THE STATE SOIL AND WATER CONSERVATION „ JULY- COMMON BERMUDA (HULLED) 10 Lbs./Ac 3. 24 HOUR CONTACT: RUSSELL AKERS COMMITTEES MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA, APRIL- BROWN TOP MILLET 40 Lbs./Ac AUGUST & 912-308-1589 ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS AUGUST BROWN TOP MILLET 10 Lbs./Ac AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE 4, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE BY THE OWNER, SEE LAND DISTURBING PLAN, COMMON BERMUDA (UNHULLED) 10 Lbs./Ac CURRENT STATE SOIL AND WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR SEPTEMBER- RYEGRASS 40 Lbs./Ac SEPTEMBER- & CURRENT STATE IN GEORGIA, 4, ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER FEBRUARY FEBRUARY RYE 1/2 Bu./Ac SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN. z 0 0 5. PRIOR TO ANY OTHER CONSTRUCTION, STABILIZED CONSTRUCTION EXITS SHALL BE 5, EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLES MUST TRAVERSE CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE. ALL M ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED, CONSTRUCTION EXITS TO RE OVE MUD FROM TIRES BEFORE ENTERING ANY PAVED PUBLIC HIGHWAY, 6. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION EXITS, ALL PERIMETER 6, BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS U EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING INSTALLED PRIOR TO ANY OTHER CONSTRUCTION, CONSTRUCTION. THESE MEASURES ARE TEMPORARY. 7, ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER 7. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS-OF-WAYS, EASEMENTS DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE AND LOTS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING I 1 1 PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE TO MEET THE FINISHED PLAN GRADES AND ELIMINATE ANY AND ALL AREAS U O PATTERNS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION WHICH ARE LOW AND DO NOT DRAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF ✓�' PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. LU m PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY 1 �S > Q m 8. THE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL �o U) o ( o 8. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION THE APPROPRIATE PERMITS HAVE BEEN ISSUED, ``�� PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM, CC INTENDED, FRAY 9. IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY �.�' `moo ` ttzri < W , 9. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS 0 ANY CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER ° ..... so. v tt) C� co REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY ! TO REMOVE THEM. o °. �•8 000° ���'�v Z = N 10, EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT 10, THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT / ° , 0• Qo�o� CO,...., Z AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES, THE CONTRACTOR /sti � •09465' '•"gg.0„•�• 0 Z SHALL NOT WORK WITHIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE .•• °o 08 O 11, EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED FROM THE OWNER OR ENGINEER PRESENT, :=•r g�•••,�Q,�' i�•�::0. > WITH SEDIMENT. •.0000° ••• .• O s.•� O �•iOoR1)r•'4 .-J 11, PRUNING OF TREE LIMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE ••••00:0•••'! APPENDIX B Nephelometric Turbidity Unit (NTU) Tables Cold Water (Trout Stream) Surface Water Drainage Area, square mites 0-4.99 5-9.99 10-24.99 25-49.99 50-99.99 100-249.99 250-499.99 500+ 1.00-10 25 50 75 150 300 500 500 500 SITE SIZE 10.01-25 25 25 50 75 150 200 500 500 ACRES 25.01-50 25 25 25 50 75 100 300 500 z 50.01-100 20 25 25 35 50 75 150 300 L- 100.01+ 20 20 25 25 25 50 60 100 - - U Warm Water (Supporting Warm Water Fisheries) TCr) Surface Water Drainage Area, square miles +rr r)I V O 0-4.99 5-9.99 10-24.99 25-49.99 50-99.99 100-249.99 250-499.99 500+ >" d' W x- 1.00-10 75 150 200 400 750 750 750 750 I > Q N 10.01-25 50 100 100 200 300 500 750 750 Cr) SITE 25.01-50 50 50 100 100 200 300 750 750 7, < 'F',-. i� W CO 50.01-100 50 50 50 100 100 150 300 600 CO T _ 100.01+ 50 50 50 50 50 100 200 100 IV 1 z < N O Z � n ,_ ., ____I > A NTION of 'RECO'RDS : LL-1 a, A cop •f all Notices of Intent submitted to EPD: ORMWATER SAMPLING b. A copy of' th. rosicn, Sedimentation and Pollution Control • .n required by SA 'LE ANALYSIS WASTE MATERIALS T l,) this permit; 1, Stor °ter samples are to be analyze. n 1, All waste materlaLa will be collected and stored in a securely 0 accordan.- with methodology and teat lidded metal- dumpster, The dumpster Will meet al sold Waste c. A design professional's •ort of the results o e inspection conducted in procedures stablahed by 40 CPR Po, 136 management regulations, Al trash and construction debris from (Y'1 accordance with Part IV ,A,5, • his permit; and the guide a document titled "NP'= S the site will be deposited in the dumpster, The dumpster will be oil Cleanup and Control Practices tt_�,,, Storm Water Sa .ling Guidance D• ument, emptied a minimum of' once per Week or more often if necessary d, A copy of a(L monitoring information, -- -lilts, and reports required by this EPA 833-8-92-00 . and trash will be hauled as required by Local- regulations, No 1. •cal, State and manufacturer's recommended methods permit. construction Waste wilt be buried on-site, for . .iii cleanup will be clearly posted and procedures a i 2. Storm water is to b= for ephelometric turbidity wilt b. made available to site personnel, r 1 0 e, A copy of alt inspection r- -•rts generated in • ordance with Part IV,D,4,a, units (NTUJ at the outfal •cation, A discharge of 2, Al personnel will be instructed on proper procedures for waste v I o of this permit; storm water runoff fro • • uubed areas where disposai. A notice stating these practices Will- be posted at the 2, Mater • and equipment necessary for spill cleanup will best management pr. ices h• e not been properly jobsite and the Contractor Will be responsible for seeing that these be kept i the material storage areas. Typical mate ola and f, A copy of all .tion summaries and violation summary -sorts generated LEVEL II designed, installed -nd maintain- ,. shalt constitute a procedures are followed. equipment i Ludes, but is not Limited to, brooms, d :tanns, zz m a� 1 r in accordance • Part 1110,2. of this permit; separate Violatio• for each day o which such mops,, rags, •. ••veer, goggles cat litter, sand, saw 'list qnd .0 I CERTIFICATION- conditions rea s in the turbidity of .e discharge 3. NO WASTE WILL SE DISPOSED OF INTO STORM WATER INLETS property label plastic and metal waste contai :rs, o I N exceeding 7 the value that was sets. : o d from OR WATERS OF THE STATE, o g, Dail ainfalt information collected in accordance with Part IV,D,4,a,(1 •f this NO. 21 04 Appendix - in Permit No. GAR 100003. •e NTU is 3, Spill preventio ...rootless and procedures ill be reveiwed 8 z o w pPe based -on the disturbed acreage of 0.0• acres after a spill. and ••,•usted as necessary to •revent future u i m a ISSUED -5-05 for t project site, the surface water drain. <e spills. P Is' 0 N I Q o a EXPIRES 17-5- are of S 5,0 square miles, and receiving west= , ch supports wqrm water fisheries, . •Iy1PLING FREQUENCY 4. Al splits Wi! be cls..ecf up immedlat• y upon discovery, ALI- spills will be reported .. required by •cat, State qnd Federal Stor . water samples shall be taken for the following events : regulations. PRODUCT SPECIFIC PRACTICES (al For : •ch area of' the site that discharges to a receivin• 5. FOR SPILLS THAT IMPA SU% ACE WATER (LEAVE A stream, the irst rain event that exceeds 0.5 inches and a. •Ws SHEEN ON SURFACE WATER), • NATIONAL RESPONSE 1. Petroleum Based Products - Containers for roducts such as fuels' lubricants and tars for monitorin. during normal business hours, (Monday th - Friday, CENTER (NRC) WILL BE CONT• • ED WITHIN 24 HOURS AT t? % ' when 1-800-426-2675. Wilt be inspected daily for leaks and sputa, This includes on-site vehicle and machinery 8:00 Aiyl to 5:•` PM and Saturday 8:00 AM TO 5;00 daily inspections and regular preventative maintenance of such equipment, E ui P ment constructionactivit 's being conducted by the Primer Permittee) that occurs after al ale- in and grubbing operations eve been com feted 6, FOR SPILLS OF AN UN, OWN A OUNT, THE NATIONAL maintenance areas will be located away from state water, natural drains and storm water g g g. P p CENTER (NRC) WILL BE /•NTACTED ∎ ITHIN 24 HOURS AT SECONDARY �' M T T drainage inlets, In addition, temporary fusing tanks shalt have a secondary containment in the first drainage • ea of the location selec • as the sampling U) liner to prevent/minimize site contamination. Discharge of oils, fuels, and lubricants is location ; 1-800-426-2675. ff prohibited, Proper diaposa' methods will include collection in a suitable container and disposal as required by local and State regulations, (b) In addition to (a) above, each are. of' the site that discharges 7 FOR SPILLS GRE• ER THAN 25 GALL• S AND NO SURFACE < Q to a receiving stream, the firs aln ev- t that reaches or exceeds WATER IMPACTS, T 'E GEORGIA EPD WILL :E CONTACTED W -- Q 0,5 inches and allows for Bonito ring normal business hours WITHIN 24 HOUR 0 Z IX L eJ NOTE : THIS MASTER LIST IS TO BE COMPLETE, SIGNED AND KEPT IN THE ON SITE CONSTRUCTION TRAILER 2. Points / Finishes / Solvents - Al products will be stored in tightly seated original g 9 D D (Y containers when not in use, Excess product wilt not be discharged to the storm that occurs either 90 days after . : first sampling event or after Z 0 Q P g 8, FOR SPILLS ESS THAN 25 GALLONS AND 0 SURFACE I w al mass grading operations haV: •s. completed- in the drainage Water collection system. Excess product, .materials used with these products and 9 9 P P g WATER IMPA� 5, THE SPILL WILL BE CLEANED UP AND LOCAL � > Ct1 (� Q W SECONDARY PERMITTEE'S SIGN WHEN RECEIVING PLANS, ALL SECONDARY PERMITTEES MUST SUBMIT SECONDARY product containers Will be disposed of according to ,manufacturer's specifications area first the location selected •- the s•• piing location, Whichever AGENCIES EM / LL CBE < Q Q N,O,I. AT LEAST 14 DAYS PRIOR TO BEGINNING CONSTRUCTION ACTIVITY, qnd recommendations, CONTACTE' AS REQUIRED. I1J Z = 0 3, Concrete Truck Washing - NO concrete trucks will be allowed to wash out or discharge (c) At the time of' samp ' • performed pursu. to (a) and (b) above, 0 Z Z U surplus concrete or drum wash water on-site, if MPs are found to •e properly designed in= •tied and maintained, 9. The ••ntractor shat notify the licensed professlona• who O no further action is squired, If BIy1Pa in any are of the site that prepa :d this plan if more than 1,320 gallons of petrol-' m is Li 2 < t'- 0 < z NAME ; PHONE : 4, Fertilizer / Herbicides - These products Will be applied at rates that do not exceed the discharges to a r eiving stream are not property • :signed, installed stor. • onsite (this includes capacities of equipment) or if any \ 0 w Z U) manufactuer's specifications or above the guidelines set forth in the crop establishment and maintained, .rrective action shall be defined an• ptemented one piece of equipment has a capacity greater than 660 --i-- Q^ (jJ COMPANY : FAX : or in the GSWCC Manua' for Erosion and Sediment Control in Georgia, Any storage of Within 2 busi -s days, and turbidity samples shalt be t• en from g• one, The Contactor will need a Spill Prevention Containm. •t W 0 W J iI' W • d Countermeasures Plan prepared by that lcenseed 0 U) W these materials wilt be under turf in sealed containers, discharges om that area of the site for each aubseque rain P P y W J F. ADDRESS : SIGNATURE event the reaches or exceeds 0,5 inches during normal bu-• Bas professional, < m W m Q 5, Building Materials - No building materials wilt be buried or disposed on-site. All such hours ti' the selected turbidity standard in attained, or until • •st- 7 Z ADDRESS ; materials Will be disposed of In proper waste disposal procedures. stor event Inspections determine that BMPs are properly deslg •d, < )- ins • ..d and maintained. CD D GSWCC LEVEL IA CERTIFICATION NO. INSPECTIONS ; Primary Permittee. SANITARY WASTES ; 1, Each day When any type of construction activity has 1 A minimum of one portable sanitary unit will be provided for every ten DAY INSPECTION NOTE ; NAME ; PHONE : taken place at a primary permittee's site, qualified (10) workers on the site. ALL sanitary waste wilL be collected from the personnel- provided by the primary permittee shall- portable units g minimum of one time per week by a licensed portable The • -sign professional, must be retained by the primary permittee to conduct a =its COMPANY : FAX : inspect : (a) all areas at the primary permittee's site facility provider in complete compliance with local and state regulations, inspecti• • within seven (7) days after initial construction begins in order to det- mine if where petroleum products are stored, used, or handled the BMP's -aye been •installed as designed and are being maintained as re• -fired by equipment 2. Al sanitary Waste units will be located in an area Where the likelihood ADDRESS for spills and leaks from vehicles and ui ment SIGNATURE P q P ; /b) of' the unit contributing to storm water discharge in negligible. Additional the Plan an. he Green Book. The design professional must report the r-=ults of the all locations at the primary permittee's site where containment BMP's must be implemented, such as grave' bags or specialty inspection to th- •rimary permittee within seven (7) days and the prima.• must correct CONTACT A MINIMUM Ii 72 HOURS ADDRESS : vehicles enter or exit the site for 9Vidence of off-sits p PRIOR TD DIGGING designed plastic skid containers around the base, to prevent Wastes from all deficiencies i. .titled in the report ort within two (2) business days • " sr receiving the sediment tracking i (a) measures rainfall once each {� twenty-four hour period at the site, These inspections contributing to storm water dischages, The location of sanitary waste units sPaarccr,, GSWCC LEVEL IA CERTIFICATION No, must be identified on the Erosion Control Plan Grading Phase Sheet by report (unless additr•.al, time is needed due to adverse weather), e primary �.` �l must be conducted until a Notice of Termination is the contractor once the locations have been determined permittee may use an . ornate design professional to conduct e BMP inspection, ,. submitted, provided that they make - written request to EPD to change om the design 3, Sanitary Sewer will be provided by Municipal Authority/Septic System at rovided nail who dmake e• he tan and EPD has agreed 2. Qualified personnel (provided by the primary permittee) the completion of' this project, p p p g shall inspect at least once every seven /7) calendar days and within 24 hours of the end of' a storm that is 0.5 inches HAZARDOUS WASTES r DESIGN PROFESSIONAL 7 DAY SIT CERTIFICATION tido ,� �'��� NAME PHONE : or greater the following : (a) disturbed areas of the primary UTILITIES PROTECTION CENTER ; permittee's construction site that have not undergone final 1. Al hazardous waste materials will be disposed of' in the manner Date of Inspection ; 1-800-282-7411 COMPANY : FAX : stabilization ; (bJ areas used by the primary permittee for specified by local, state, and/or federal. regulations and by the storage of materials that are exposed to precipitation that manufacturer of such roducts. The jobsite superintendent, who ADDRESS : SIGNATURE have not under one final stabilization and : (ci structuraC p i I certify the site Was in com fiance with •e _ &PC Plan on the date of inspection. undergone will also be responsible for seeing that these practices are followed, y p control- measures. Erosion and sediment control measures will instruct site peraonneL in these practices. Material Saftey Data �Q R G/ indentified in the Plan applicable to the primary permittee's Sheets (MSDS'sJ for each substance with hazradous properties V c,1 STF49 ADDRESS site shalt be observed to ensure that they are operating that is used on the job site Will be obtained and used for the 2104 �. correctly. Where discharge locations or points are accesible, proper management of potential wastes that may result from these Mark 5oswel! } �Q I - GSWCC LEVEL IA CERTIFICATION NO, they shat be inspected to ascertain whether erosion control products. An MSDS Wil be posted in the immediate areq where cp 2' 2 measures are effective in preventing significant impacts to such product is stored and/or used and another copy of the GSWC LEVEL II DESIGN PROFS •IONAL CERTIFICATION # rssa4k_ receiving water(s), For areas of a site that have undergone MSDS wilt be maintained In the ESPCP file at the jobsite construction -ZO"'G final- stabilization, the permittee must comply with Part trailer office, Each employee who must handle a substance with - (%1/01 F-`� Inspection revealed the foil• • in discrepancies from the : PC Plan. �- �� IV,D,3,a(3), These inspections must be conducted until a Notice hazrdous properties w:1i be instructed on the use of MSDS sheets l� ing p '��. A. a�4. of Termination is submitted, and the specific information in the applicable MSDS for the product NAME : PHONE ; he/she is using, particularly regarding spilt control- techniques. 3. Qualified personnel. (provided by the primary permittee) COMPANY ; FAX : shall inspect at Least once per month during the term of 2. The contractor will implement the Spill Prevention Control and this permit (i,e, until a Notice of Termination is received by Countermeasures (SPCC) Plan found Within this ESPCP and will DRAWING NUMBER ADDRESS : SIGNATURE EPD) the areas of the site that have undergone final train all personnel in the proper cleanup and handling of' spilled stabilization, These areas shall be inspected for evidence materials. No spilled , hazardous materiaLs or hazqrdoud wastes • ADDRESS : of, or the potential for, pollutants entering the drainage wilt be allowed to come in contact with storm water discharges, system and the receiving water(s). Erosion and sediment If such contact occurs, the storm Water discharge will be GSWCC LEVEL IA CERTIFICATION NO, control measures identified in the Plan shall be observed continued on site until appropriate measures in compliance with .o to ensure that they are operating correctly. Where discharge state and federal- regulations are taken to dispose of such The deficiencies must be addressed immediately and a re-inspection scheduled. ork Locations or points are accessible, they shall be Inspected contaminated storm water. It shall be the responsibility of the to ascertain whether erosion control measures are effective job site superintendent to property train al personnel in the use s • C not proceed on the site until design Professional- Certification is obtained. in preventing significant impacts to receiving water(s), of' the SPCC plan, 8 OF 8 SHEETS