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HomeMy Public PortalAbout11-0170 Klein_3of3REVIEW FOR . J very effort has r code Violet rs c very reviewer sha;; ; t; t�ox violate, .cen;:ei, alter r, �� any applicabie codes iii ordinances review and permit heui as a warranty or uaran „ aa.,Jlewed Ey - -4 NCE the pity ide the fired ,z � �If � tfM iuzc. "An Approved ' . R th[ ;n on Job Site at Ali Tine„ ALL ON 'OCT! SSTD_ 10 -l)4 FAMILY D I AND STATE OF GEORGIA I UST WRY WITH THE !D TWO IVOR Trash Cans and Bikes (Gravel) Parking Area (Gravel) 12' -0' 19' -27/8' Poolside Patio (Concrete) Parking Area (Concrete) Entry (01 }- UP 10'•0' Car Port (Concrete) 13' -6" ET BACKS REQUIRE _ t RONT EAR IDES OLevell 1/4" = 1' -0" rf- OPEN A Certificate Tybee FNMA- insp waterise and any required t;t Special FIood Hazard Zones Finished floor elevation 1 foot minimum above BFE. No interior finishes, wails designed to allow entry and exit of water, no mechanical equipment, only parking, limited storage and building access below EFE, ALL 0VVlPi !NG, SERVICE INCL MUST BE COPP NO AL. I,,w:; , IRyji I� .0 ED .t.,.ii'riti_r , ection 9, sub- section B -2 -A Tybee Land Development Co sHen ALL' SSTD 10-99 SECT. 305.4.3. Windows and doors shall not be installed near corners within 27 inches for 8 feet wall height and 34 Inches for 10 feet wall helgtita Double Studs at each end. KXTERIOR WALL FRAMING C Ott R602 AND SST 10-99 SECT, 305, LENGTH OF SHEAR WALL NEEDED ' 11 DETERMINED BY THE HOME iGNER, MINIMUM THICKNESS ' ING & ROOF DECKING) INCHES„ T am. i =6rsilFf� — oeaortptw /mP+IJiLFi6! �[ 4grAll /►Jll�_ ,r:.�� a iii- BEDROOM 4 (PLAYROOM) be issu- by the City of di€ it �cti and eec passed, the drainage and the site pp ved, ion § 35 been accor l2 = 1' -0" AVER' ALLOWED Q$c. ft rages (p shall be separa by not less than or equivalent. 2- SEPARATION REQUIRED. as) beneath habitable rooms om all habitable rooms above nch Type X gypsum board Signature Printed Nat Date All insulation must comply with The Gear State Enerw code Edition DRAIN_ SOIL & SE DV. T CLOTH IN A'! Numbing ir,zitallaVLns must comply with The In ernationel Plumbing Cc,:ie ZOOG Edition end State of Georgia Amendments Ail Electrical inutilelorte must • coupler with The National Ele atic Edit (i;< and Ew.ate of Georgia Arnen ante Klein Residence Lot 6 Soda Rock Lane Level One / Level Two Date 1211612010 Al Scale 1/4" =1.-0" © 2010 -2011 Rockby, Inc it © 2010-2011 Rockby, Inc lititCtillhliCAL teattlflitEtlf IN ATM; Sh if hs accoosible by pulf -clown stairs or permanent stops through a minimum at 20" x 30" opening and a floored 22' pe6sageway to the unit and r:i" FP,..!:',.1k4;,,,.::-:.c. ,,, .....,„,,..„, .,:::,,..-. :,, j",:f ,..:;c7r-,7, ,i12 Mr.) '4f,i7 a 30" work plattorrn at the unit with MC, F;ECT. lit.::;...? ii,,,,. ),...1 --, : , ,„ ........ .„ 30" headroom. A switched II ftt, outlet and. seceridary condensate pan with a 3/4" draln line t .-‘4.;14.t.t,.OLI,/r.:0,,, :i.,;.31 rT:!c,:ifl;',...1::1,f--.',,',I.s., ,e,',.;,,,,i .ii:_..'),0,,,rd,, `,i,l, !,lig outside are also required. '' 17i e' -,:: I:7.i i7'. *2(''JJ''' l'ISY.:::.: ,i'IAII:FAI,. :if Z.:I:. i7, iltki,,M to il 19 ED el i //, t.1.:li i-.1;1,"C*IC..1:;i;:,:::::z,'al:,.:3.1 Ilpit--. iiri: „,.... ,..3„ , ..,,!,.! ,,j;::.:1::'aiTIC7-::15, mum. III 'maw( .--=liin imErrwil• '----1 / i I 16' 0 7/131 ,1 ,. r: — BEDROOM 2 BEDROOM 1 (MASTER 1. li s.::.".,,:,.Ii,..::::ICII-::-.',:1;li,I°,',3.:iir:,;::::11.,;-:1:1_,:.,,;7:::: r:r==(:::] 3/12 Roof Slope 3-Tab ,,_,:.,.,,,,,I2,_,,;F::::-'.: ...,....__ „_ __.. -.. , ...c.., ,...._, ,..____ - '' ' ' ' ,,,, - -,..■ • , , .... - --..- , ,-,, _ _ ;--',', ,---:- -...T.'.'”, ------.7-:? ,,,, ..., v.„..,.....,, ..,...... _, :=;....1...7,1IV,=2 -:,, n ,-'-':::;‘i ;--M-::: ',Y-:5:.7:',',2,, c' ,,,.. :,-21-. _-; .1 C c--°.7'. .1.; ..._1:-C 1r: _, :. :. .- . ,i cCi11- , — 'a , •,;' Tyboo Land /3kretopfrisfg ,2,,„,)'; 3-00 ._ _ - --,,-,...-...___,_ & ry.7., All driveways must ,..w --;i1,--,-,1,.g.,......._, 7.• -,-! .---- io.... , Al __. 28 0 I I 1 - 3' r • 11 CD Master Bath A I = (-) 20 ... ''' 5' - Owner's 10 Pr Closet ‘ ' ' -1111 1111 7 - -1 . 1 (_-___K )) Drop Down ' BEDROOM 3 _ _I -CM 26 :1 4 (STUDY) io All Mechanical clr) In Attic 0 DN Bath IIIII . .(213j. of permeable Friatoriai, Knee Wall IN. , Chase r No. I Description Date 8 g 1-1 2 es ED - -- -i:,1 -,-7,- . _ _...-...,,...... - ..,..,- 7 Len0,. Dave ovzsza Th y A driveway -opening %lintel t ,,,, ^,--i—asideritial lot wrEttl cormoo...-... •a 1 i.,.. P ,T.Ji...1iiC Ft,ref,-atiwsp.hntiliiliat14,11 greater tilt% , .,-, '5 , :-_- I . DC:710, DECK /.. 8 4* • . , — / . . Slope @ 5% la Picket Railing System :.•.., , w12 PVC feet in width'. ® Level 3 R1V PrO" 1'-0" ® R' 1-R7; ;1NOY IsiDt;APE AND RESCUE OPEN 11G6' IRO ' - a nvE3 k-2- Klein Residence Lot 6 Soda Rock Lane 8201, 010 ALL EMEROFNCY ESCAPE AND RESCUE OPENINGS P,In intEltv itinUtoo, ',:;;MI3 tazIonal to ciris;/ C-7,-2-4- C7:-.3 SHALL NAVE A MINIMUM NET CLEAR OPENING OF cult of iator, ite mzghanical 4Azipnrat, Oaly r-.1.-%-‘,4-A23 b ,.c, 0 6+. 5.7 SQ. FT. E XC EPT GRADE FLOOR OPENINGS SHALL t.711,,ati ztomszo aral LtsAlding acc000 r;23/c4t7 DrE. ** HAVE A MINIMUM NET CLEAR OPENING OF 5 SQ. Ft Level Three / Roof Plan Date 12/ 16/2010 A2 Scale 1/4" = 1-0" © 2010-2011 Rockby, Inc KLEIN RESIDENCE - DOOR SCHEDULE � �S� KLEIN RESIDENCE - WINDOW SCHEDULE KLEIN RESIDENCE - LEGEND EXTERIOR DOORS Walls Number .Size 5tyte Glass Dore Siting Ilardrrare Number .Size 5fyte Glass Tempered GXs rrirq Grid 5hufter TAG 01 3/0 6/8 F 1/2 G D R 01 3/0 5/0 V I X SH {1)� e��red X PF POOL FENCE 02 3/0 6/8 F 1/2 G D R 02 2/0 2/0 V I SH (1)Vertlgled ST STUCCO 03 3/0 4/0 T R 03 3/0 5/0 V I X SH (1) Centered X TF TYBEE FENCE 04 3/0 6/0 T R 04 3/0 5/0 V I SH (1 ) Cetictealed HB HARDIE BOARD 05 3/0 8/0 F F S LO 05 3/0 5/0 V I SH (1)Centered DOORS & WINDOWS 06 3/0 6/8 F F S RO c4., ,$ 06 3/0 5/0 V I SH (1) Zngled F FIBERGLASS 07 8/0 8/0 V UP 07 3/0 5/0 V I SH (1) Centered Vertical T TYBEE FENCE 08 3/0 5/0 V I SH (1)e7ncar d V VINYL INTERIOR DOORS e_ 44 09 3/0 6/0 V I X SH (1)v rticared SC SOLID CORE 01 2/8 6/8 SC S L 10 3/0 6/0 V I X SH (')ared e S SINGLE BORE 02 2/8 6/8 SC S L 11 3/0 6/0 V I X SH (1)Centered D DOUBLE BORE 03 3/0 8/0 SC D L sfs, 12 2/0 4/0 V 1 X SH (1))Ce heeled LI LEFT INSWING 04 4/0 8/0 SC TH 13 2/0 4/0 V I SH (1) Centered R RIGHT 05 12/8 8/0 SC S L 14 2/0 4/0 V I SH (1)Centered LO LEFT OUTSWING 06 5/0 6/8 SC TH w� 15 3/0 5/0 V 1 SH (1)Ve mere d X RO RIGHT OUTSWING 07 4/0 6/8 SC TH 16 3/0 5 /0I V I SH (1 )V e�led X TH TIGHT HUNG 08 2/8 6/8 SC S R f_3 17 2/0 2/0 V I X SH (1)ventteered BF BI -FOLD 09 3/0 6/8 SC TH 18 3/0 3/0 V 1 X SH (1)Centered X L LEFT 10 3/0 6/8 SC D L 19 3/0 5/0 V I SH (') Cntered Vertical I IMPACT 11 3/0 6/8 SC D L 20 3/0 5/0 V I SH Centered (1)Centered SH SINGLE HUNG 12 5/0 6/8 SC- Slider R 21 3/0 5/0 V I X SH (1)Centered 13 3/0 6/8 SC D L 22 3/0 5/0 V I SH d (1) tere �o. � � oar 8 i 14 2/8 6/8 SC S L 23 24 3/0 5/0 V 3/0 5/0 V I I SH SH (1)C entered (1 )Centered tical 15 Drop Down 200 LBS Rating 9' Ceiling 14 2/6 6/8 SCTH 25 3/0 5/0 V I SH (1)V enttealed 26 3/0 5/0 V 1 SH (1)Centered rred 27 3/0 5/0 V I SH (1) Vertical 28 2/0 4/0 V I SH (1 )Centered x 29 2/0 4/0 V I SH (')verncalled X 30 2/0 4/0 V 1 SH (1) Centered X WINO iii N -' ' "ire i TI 10.99 IA I°LC 6O2 , 002A , O J , `_'3 AND INC MI, .1. WINDOWS, GLASS DOORS AND SKYLIGHTS APPROVED AND INSTALLED TO COPAN:1 IJI' POSITIVE AND NEGATIVE PRESSURES. tia fr- 9. 0z l e ' :',I0 S ty _ e Klein Residence Lot 6 Soda Rock Lane Schedule Data 12/ 16/2010 A3 Scale 1/2" = 1'-(Y © 2010-2011 Rockby, Inc OMR acyve pridn requirc 0@" encirOrriitr_', 1,nrijo8f. openine parrnitto , .... .. _ F. 7 -....1 7 A T ■ ....- C- ,.'.., '4.X, ' ' . -, ■-i._,\16‘.,i i3 ,1 ,.". . i- . .. ,/ •- t, 17 II I I i- F. 1111 111111 I = Iliii IIIIII min 111111111111i 11111111111H IIIIIIIIMII 1 , :- := Special Flood HaRard Zones Finished floor elevation 1 foot minimum above BFE. No interior finishes, w@lis designed to alloty ,----, . i .; ,.. a ‘ A z:, MEM ---, ■ ■ ... . a si . lim.... ! ,• , — ■ , i EI ;---1 .....■ ■11. m• ma mum. . ..■ • :111111111111 1111151111111151111115 111111111511111511111 NIIIIMMI susrussay mummy Ir 1 I / B HMI s I 151111 IIMIIIIIIIIIII 1 aummannum i!!!!!!!!ifin I !!!!!!!!! 5111 5 51151115111111151 . . I' M. InelffrOMMInn OMR? and onli oi' water, n mechanical Hi— is . [ e44.1pment, only parkinci, limited otorage 4 Rii0 ,Int.iclinq noon bolow MR, SEE SCHEDULES FOR WALL FINISHES AND HEIGHTS. SEE SCHEDULES FOR WALL FINISHES AND HEIGHTS. 4. '1. L Li 1 North E \LI 1/4" = 1'-0" ® lamst .1,-0. \ Zo No. Description Date zs :_- iz m . --------- ' .-- I - T ■ :2 ;anai eitil 1 L MUM"! :IF= ■ Millill UM nj1 Ii III IL : Ci 1 by 6 Fi-- 't II r , -. Sz. 309.2 r. SEPANATI - q - g @rem) knot; hobliable ro . 'nparated from ail habitable rooms ot ISS thGn 5/8-inch Two X gypsum iq = ! ! , . , ' , H_ , - ' I . Klein Residence Lot 6 Soda Rock Lane Elevations SEE SCHEDULES FOR WALL FINISHES AND HEIGHTS. sk SEE SCHEDULES FOR WALL FINISHES AND HEIGHTS. 1 I Date 12/16/2010 * L_ A4 _ ri\ South Sect, Fl.0.1 - - 1.1 - -- a w . 4 4011Ak.,:;:. s, 44z ' '.,. v-sf. 1/4" = V-0" . . . Stairs more - nl' ' , . , 34 MB handralls Porollop, 1-4n1Pe't,ItIn,• s-s,k-rke, :'-i .-.1,,I,... . Scale 1/4" = 1.-0" © 2010-2011 Rockby, Inc OMR acyve pridn requirc 0@" encirOrriitr_', 1,nrijo8f. openine parrnitto 2 -#5 CONT. FlN. FL EL 6.0 SEE SITE PL N STUD WALL FIN. FL. EL 6.33 SEE SITE PLAN X COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. SCALE: 3/4 " =1' -0" GO -BOLT 3x3 PLATE WASHER AND NUT. ZINC PLATED - YELLOW CHROMATED. CEILING JOIST (REF PLAN FOR SIZE AND SPACING) DOUBLE 2x MINIMUM FOR HEADER OR BEAM (REF PLAN FOR SPECIFIC SIZE) HOLLOW PERMACAST" STYLE COLUMN NOTE; ROOF FRAMING NOT SHOWN FOR CLARITY. ALL RAFTERS MUST BE ATTACHED TO HEADER OR BEAM WITH 2- SIMPSON H2.5A MIN UNLESS NOTED OTHERWISE Fl V 'I S CONT. #5 REBAR i "0 GO -BOLT ALL- THREADED ROD w/ 6" MIN. EMBED INTO FOUNDATION INSTALL AS PER MANUF. SPECS. GO -BOLT COUPLER NUT AS REQUIRED FLOOR JOIST (REF PLAN FOR SIZE AND SPACING) MIN EMBED REF. FOUNDATION PLAN FOR FOUNDATION TYPE TYPICAL HOLLOW COLUMN HOLDOWN ANCHOR SLOPE TO DRAIN ADD LAYER OF 6x6 1.4x1.4 WWF AT PERIMETER 3' -0" 4" 3,000 psi CONCRETE SLAB FlN. FL. EL 6.0 SEE SITE PLAN 6 MIL VAPOR BARRIER, TYP. 6x6- W1.4xW1.4 WWF COMPACTED OR, UNDISTURBED SOIL FREE OF ORGANICS MN. LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. 2#5's CONT. TOP AND BOTTOM (LAP 25" AND BEND 25" ® CORNERS) DOUBLE 2x MINIMUM FOR HEADER OR BEAM (REF PLAN FOR SPECIFIC SIZE) CEILING JOIST (REF PLAN FOR SIZE AND SPACING) U2 LESSPNOTED MTS12 MIN. OTHERWISE 6X6 P.T. S.Y.P. WOOD COLUMN (OPTIONAL 8X8 P.T. S.Y.P. WOOD COLUMN) ROOF FRAMING NOT SHOWN FOR CLARITY. ALL RAFTERS MUST BE ATTACHED TO HEADER OR BEAM WITH SIMPSON H2.5A MIN UNLESS - NOTED OTHERWISE. FLOOR JOIST (REF PLAN FOR SIZE AND SPACING) SIMPSON ABU66 (USE SIMPSON ABU88 W/ (2) i" 0 ANCHOR BOLTS FOR 8X8 COLUMN) "0 A307 THREADED ROD w/ 6" MIN. EMBED INTO FOUNDATION w/ SIMPSON ACRYLIC -TIE ADHESIVE REF. FOUNDATION PLAN FOR FOUNDATION TYPE TYPICAL WOOD COLUMN HOLDOWN ANCHOR TYPICAL COLUMN HOLDOWN ANCHOR OPTIONS N.T.S. GENERAL CONTRACTOR TO COORDINATE FOUNDATION WITH POOL CONTRACTOR. NOTE: GO -BOLT SPACING 0 8' -0"e.c. EA. CORNER & EA. SIDE OF AU. OPENINGS. GO -BOLT COUPLER, TYP. GO -BOLT MOUNTED TO FLOOR BEAM PRE - ENGINEERED TRUSSES SEE SECTIONS SHTS S2. BEAM AS PER PLAN, SEE ARCH. DADS. 1/• DIA GO -BOLT 1 3/4's 13 ZINC PLATED COUPLER & 2"x2'xl /8" PLATE WASHER W/1/2" NUT, ZINC PLATED -YELLOW CHROMATED. 'GO -BOLT' COLUMN HOLADOWN SEE DETAIL SHTS. 53-55. q C a !o IA -ill, m ts-v% - FIN. FL ELEV MSL 6.33 4" THK. 3,000 pat CONC.- W /6x6 1.4x1.4 WWF & 16" IND. DOWN FTC. ON 6 MIL VAPOR BARRIER OVER TERMITE TREATED COMPACTED FILL J is • 1' -4" 8'-4" 7' -2" /1� -% 8' -8• 1 . r IF n// ..., • • 40 36 "x36 "x20" CONC. Iiv> 3,000ps1 FOOTING W/5 #5's EACH WAY TOP & BOTTOM I. P P; ~GO -BOLT' o I L 10-4" l 5 -4" BEAM, SEE DETAIL X " n FIN. FL ELEV. MSL 6.0 4" INK.' 3,000 psi CONC. W /6x8 1.4x1.4 WOOF & 16" 1ND. DOWN FTG. 24" THK. SLAB, TYP. 1 ON 8 MIL VAPOR BARRIER OVER TERM Ill I1 DTRREATED 4' STEP — y r a�1 ! - j ,_0• [Y I f. FlN. FL EL 8.0 4" CONC. SLAB W/12" Ifr: TND. DN. FOOTING, TIP. AT STAIRCASE. Fla.D VERIFY 8' -8' EXACT SZE AND LOCATION. 13•_10• I� ii II 11111 1'.4" .0, lalliiillmim lam SIM 1 -4" T'1' -4" 11' -2" 1'-4 / 5' 4' -8' / (-8 8' -4' 73'-10• r 29' -8" Foundation Plan Scale: 1/4 "'1' -0" FOUNDATION NOTES 1. CONCRETE SHALL DEVELOP 3000 PSI AT 28 DAYS. FLYASi IS NOT ALLOWED IN THE CONCRETE MIX. 2. COMPACTION REQUIREMENTS (510. PROCTOR) UNDER FOOTING: 9874 UNDER SLAB: 97X. 3. SOl BEARING VALUE: 2500 SF 4. REINFORCEMENT SHALL CONFORM TO ASTM A 615, OR 80. 5. LAP CONTINUOUS BARS AT 30 BAR DIAMETERS. WHERE REQUIRED PRUDE CORNER BARS AT CORNERS. 6. MINIMUM CONCRETE PROTECTION O' REINFORCING STEEL, UNLESS OTHERWISE NOTE& FOOTINGS (BOTTOM AND SIDES) 3" CLEAR PIERS OR COLUMNS BELOW GRADE3' CLEAR PIERS OR COLUMNS ABOVE GRADE. 1 1/2" CLEAR 7. CONCRETE SLAB ON GRADE MINIMUM REINFORCEMENT TO BE BXBsW1.4/W1 4 100E PER CUBIC YARD. FIBER MANUFACTURERS MUST DOCUMENT EVIDENCE PER CUBIC YARD. FIBER MANUFACTURERS MUST DOCUMENT EVIDENCE OF FIVE YEARS SATISFACTORY PERFORMANCE HISTORY. COMPUANCE WITH APPUCABLE BUILDING CODES AND ASTM 0 -1116, TYPE III. - 8. VERIFY FINISH FLOOR ELEVATION 0TH THE SITE PLAN. 9. STEP FOOTINGS BELOW THE PLUMBING UNES. COORDINATE UNE DEPTH AND LOCATION WITH THE PLUMBING CONTRACTOR 10. ALL CONCRETE WORK SHALL CONFORM TO A.C.I. 301 REQUIREMENTS. , FOUNDATION . 11. PRIOR TTI VERIFY TRANSFER RGENERAL D OR NTT LOAD CONDITI�ONSOTOA INSURE PROVIDESTRUCTURAL SUPPORTECNRAL BOSWELL DESIGN 4 a a ,JO w.Y � es 0 oo cc . V I coat,: 4)-002 Ft o: ZU)• m m o SW� J C Foundation Plan and Details DRAWING NUMBER S -1 1 of 5 sheets PTKDAT 1x4 WI METAL DRS s`p en ye xp r^ 132 1x8 FASCIA TRW A insulations must comply Milt The Getr,plia State ' nar' y COCIJ i_dItI n and State I^f G argla Amendrnonts I;i;\ man 'IliEl': ENi;S FO)TT,W( 3G I;,!CI- E; ,DZ DY ?0 r :1 0M OF FOOTING' FtOa ING :kill S"i FACH- t wr ,. ; r9F R r�� HURRICANE CUP 0 EA. RAFTER (SIMPSON H15 OR 2 —H8's OR APPROVED EQUAL) (SE FIBERGLASS SHINGLES OVER 151b. FELT ON 1/2" (RADIANT BARRIER) PLYWOOD ROOF SHEATHING. 2"x2*x1/8 PLATE WASHER W/1/2" NUT, ZINC PLATED —YELLOW CHROMATE°. 12 NOTE 8) s ® 16 "o.c. —2 -2x6 TOP PLATES BEADED VINYL SOFFIT, TYP. 1/2 SHEEIROCK 0 WALLS AND \ CEILING 148 FASCIA TRIM LLAP�9DING K (SMOOTH FINISH) O 16 "o.0. 24.6 PURUNS 0 MID POINTS II Iz:;hi 15/32 CONTINUOUS PLYWOOD SHEATHING 1" BASE CAP SEALECTION 500 SPRAY FOAM INSULATE°.! OR APPROVED EQUAL WOOD FLOOR 2x6 BOT. PLATE O /VER 3 / /4SUBFLOOR 2410 RIDGE (NOMINAL) SEALECTION 500, SPRAY FOAM INSULATION OR APPROVED EQUAL Attic Storage Ail Insulations must comply with The Gsorgl8l Stith Enemy cods 2cz34 . ditlon and StAte of r.loorqia AtT onfi[i onto irzZ. 424-10,1334, Second Floor 1412 HARDI TRW, TYP. 12" PRE — ENGINEERED TRUSSES 0 16 "o.e. GO —BOLT 1 3/47x 13 ZINC PLATED COUPLER, TYP. 2 -246 TOP PLATES GO BOLT ALL— THREAD ROD 1/2" 01A, ZINC PLATED —YELLOW CHROAIATED. 15/32' CONTINUOUS PLYWOOD SHEATHING HARDI —PLANK IAP SIDING (SMOOTH FINISH) "TYVEK" MOISTURE BARRIER OVER SHEATHING LAPPED TO DRAIN. 1/2 SHEEIROCK O WALLS AND First Floor II 2x6 PURUNS 0 1/3 511.IDS 0 16 "o.a SELECTION 500, SPRAY ' FOAM INSULATION OR APPROVED EQUAL 0 1" BASE CAP 12* PRE — ENGINEERED TRUSSES O 16 "0.0. 1412 HARDI TRIM, TYP. P.T. 2x PLATE W/8 "x3/4" DIA. BOLT AND STEEL WASHER O 32 "o.o. OR EVERY PIER, TIP. GO—BOLT 1 3/4`x 13 ZINC PLATED COUPLER k 2 "x2 "x1/8" PLATE WASHER W/1 /2" NUT, ZINC PLATED — YELLOW CIIROMATED. 6 /8' TYPE 'X' SHEETROCK CalNG, TIP. 0 GARAGE 00 —BOLT EMBEDMENT SLEEVE W /6" EMBEDMENT. 16 "x16 "x8" CAN FILLED SOUD W/3,000 psi CONC. W/4 15 VERT. REBAR, TYP. FINISHED GRADE SLOPE TO DRAIN Garage L LAYER NSF O PPERIMETE'R .4' iHK. 3,000 psi CONC. W /6x6xW1.4xW1.4 WIVE O MID -DEPTH 515 HORIZ. REBAR 0 PIER FTC. 515'" Wall Section at Entry Porch Scale: 3/4 " =1' -0" 6 MIL VAPOR BARRIER IA FIN. FIR. ELEV. 6.0 AVERAGE GROUND ELEV. 4.78 2 3 EfIOF AL) ezAk IN ° WALLS I2c SGT. 8602.4 INTERIOR LOAD SEAMING WALLS SHALL BE CONSTRUCTED, FRAMED AND FIREBLOCKED AO PRIMED tR EXTERIOR WALL!` , AS PER TIME ISLAND BLDG. Le SAFETY DEPT. COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN. LOAD ORG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. NOTE: GO —BOLT TIE —DOWN ANCHORING SYSTEM TO BE INSTALLED AS PER MANUF. SPECS. CONSTRUCTION NOTES ROOF FRAMING: 1. ALL HOGS ON CEILING JOISTS OR RAFTERS ARE 2 x 6 0 16" 0. C. UNLESS NOTED OTHERWISE. 2. RING SHANK NAILS TO HAVE RND. HEADS. 3. PROVIDE WOOD STRUCTURAL PANELS FOR EACH OPENING AT WINDOW, DOORS AND SKYLIGHTS. PANELS WILL BE 0 7/16 THICK AND INSTALLED AS PER LOCAL CODE REQUIREMENTS. SEE DETAIL SHT. A5. 4. ROOF SHINGLES MUST HAVE A MIN. OF 6 FASTENERS (SSTD 501). 5. ROOF SHEATHING SHALL BE FASTENED TO ROOF FRAMING USING 8d QALVANIZED COMMON, OR 8d /10d RING SHANK NAILS 0 6 o.c. ® EDGES AND INTERMEDIATE FRAMING. FASTENERS TO BE 4 o.c. 0 GABLE ENDS. 6. RIDGE BOARD TO BE NOMINAL 25. THICKNESS NOT LESS IN DEPTH THAN THE DEPTH CUT OF THE RAFTERS (SSTD 307.1.3) 7. ALL FRAMING MEMBERS AS SHOWN ARE ASSUMED FROM ARCHITECTURAL DRAWINGS PROVIDED BY OTHERS AND HAVE NOT BEEN STRUCTURALLY VERIFIED BY ENGINEER. ENGINEER RECOMMENDS ALL FRAMING MEMBERS TO BE VERIFIED PRIOR TO CONSTRUCTION. 8. ROOF PITCH TO BE FIELD VERIFIED. TOTAL BUILDING HEIGHT SHALL NOT EXCEED 35' -0" FROM AVERAGE GROUND ELEVATION AS AS PROVIDED BY TYBEE ISLAND BUILDING AND SAFETY DEPARTMENT. cs I, w N JNWVNQ The New Residence for Lot 6 — Soda Rock Lane Tybee Island, Georgia for Mr. and Mrs. Klein Typical Wall Section 0 Pier CAD Feb. 14, 2011 JO6 NO v,AI;. os shown BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 — 897 — 6932 snuewiluauv eit.Llooka NV49 UCTIP:19- ege290 0(7=00 pucp,N oLp tap Aidwo5 SUCI;UHUISill 12:31,Werd trf 12'-1U" 05 (.4;17merrt 0) 6 e"Mud Room" (Pool Staging) IJ ia t33 Fa. m 15'-O" 9 \ , 1‘) = 0 0 567. ouid moo pu?-i oaciAt 0.cpm. `6 uolpev„ 11.41.iiiiaatOnlittita • Mt/Pq PIA7- O., VIII `61,1 ed luo wolvieggew /Ana pue pa/301s `aaliatiip ;Annulum A@Clit p739„.gitU 2:11 MAW! ON ,e• m;;;', I I I I I I I I I I i I I I I I '74,„1,9 mopq :33`Z)52-7-; fluppn7.1 pomi Tiumrod !Iwo 'pr91,1d0;7:1 apoui U 'An= 4717?: pum AliMe ty,k, pen/Eag-nv sip= 4;zoiiglikw ti I P- I *WI ON Iffel OlKor i r3 facl3gri.`40 -1,0616 Po9qui,;_, I I I I 1 I I I I I I I I I I I I I I I I I I I I ,Ane,:xo,/ dIA J-,Z)111/k1 AOIN09- (9, LM liV .e,cdo),-.Iowneo • ‘c.; roogroo ‘zG5e,le0 'swoo,a4 e4 p@AminA nall,t)oloAd 10&,3 Isom uo z b9 pus mooa unS z —a C) 1)- `G� LIVE OAK LANE 60' R/W (U ) w1G�b es 65.08.00 50.00' rL: +4P �0 !:*,/.12/ OX +4 .`4d/ yam 2 wk i5 #01' i +k9 0 LOT 4 44' z + *� LOT 5 aQ u N # N t +�� i i o I p 1 + TO I ° : "4,9 + 4 ) . ! M +k1–+* eV' —__+ __ -1 -e— + __ ;P. — 4� +1 k +ko SO' ACClBB a kti'f UT! L' 4). i # + � + 4' y0 LOT 6 +4 LOT 7 $e _AG +4 +4 5/84, Xd OX 10 +4' 29' ACCE✓38 a miian EA»@R g o 001011X 8.6 57115 ROM U 4 +g. ---- - -69'B8 x x x 100.00' N 65'06'4 O 2OVVE OA% EXISTING sire AND DEMOLITION PLAN F - 10' GENERAL INFORMATION NOTES: 1. EXISTING INPORMATION SUPPLIED 67' REYNOLDS SURVEYING. 2. ACTUAL PLAT INPORMATION MAY DE 06TAINED by THE SURVEYOR. 3. GUIDING SET BACK DISTANCES AND BUILDING SIZE HAVE SEEN SUPPLIED BY THE SURVEYOR NOTE& I. CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR IS RESPON816LE POR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OP CONSTRUCTION ACTIVITIES AND POR AVOIDING CONPLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL. 62 REPAIRED AT THE EXPENSE OP THE CONTRACTOR. 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER ALL ITEMS NOT TO 82 RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OP THE CONTRACTOR 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO 8E UTILIZED. DO NOT ABANDON UTILITIES IN PLACE. 8. REMOVE ALL TREES AS NECESSARY POR PROPOSED CONSTRUCTION S. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. X TREES TO SE REMOVED. LEGEND ITEM TOPO CONTOURS DRAINAGE PLOW ARROWS TOP OP PARKING SLAB EXISTING ,yM PROPOSED PG 12.3 —12— TPS 12.30 ProJeat Infot'mat:on: 4- 0028 - 04-020 PROJECT ADDRESS : Soda Rook Lan. TOTAL SITE SIZE r O.1 AC ESTIMATED DISTURBED AREA r 0.08 AC ZONING r R -1 -6 SETBACKS r PRONT • 20' SIDE • 10' REAR • 10' CONTRACTOR r Matt byre ADDRESS : 2700 Gregory S rm1 Suite ISO Savannah, G.orgla 31404 PHONE r 912 -443 -1437 SPECIAL AE AND VC ZONE NOTES 1. BUILDINGS IN 'AE' AND 'NE' ZONES ARE TO HAVE THE FINISHED PLOOR SET A MINIMUM OP 1' ABOVE FLOOD. 2. 6UILDINGB IN At AND VC' ZONES ARE 70 HAVE ALL ELECTRICAL, PLUMBING, HVAC, DUCTWORK AND LOWEST STRUCTURAL MEMBER TO BE A MINIMUM OP N ABOVE PLOOD. 3. COORDINATE SITE WORK AND PINISHED PLOOR ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CODE. PENA MAP NOTES, 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA .AE-12. ACCORDING TO P.R.M. COMMUNITY PANEL NUMBER 13001 C 0213 P MAP REVISED SEPTEMBER 20, 2008. 2. THIS SITE 18 IN ZONE,+ AE-12' ,4ND IS LOCATED WITHIN THE 100 YEAR FLOOD ZOtE. 4.MMINIMUM ELEVATION OP 12.0 HAS SEEN BET. - 3. CONTRACTOR 18 TO VERIPY PENA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES TRAPPIC AND RIGHT -OP -WAY NOTES& 1. ALL ROAD CLOSINGS, DETOURS AND ETC, ARE TO BE COORDINATED WITH THE CITY OP TYBEE ISLAND, GEORGIA PERSONNEL 2. ANY AND ALL NECESSARY PERMITS MUST SE OBTAINED PROM THE CITY OP TYBEE ISLAND PRIOR TO COMMENCEMENT OP ANY WORK WITHIN RIGHT -OP -WAY. SPECIAL CONSTRUCTION NOTE, IP THE CONTRACTOR KNOWS OR CAN REASONABLY SE IN THE THE S. SPECIPICATIONS OR CONSTRUCTION STAKING AND PAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION HE SHALL NOT bE ENTITLED TO COMPENSATION POR ANY WORK OR EXPENSE INCURRED BY HIM POR WORK REQUIRED TO bE RE- CONSTRUCTED BECAUSE OP SAID ERROR, DISCREPANCY OR CONPLICT. SCALE 1' - 10' 0 10' 20` 25' A 1: 11 ley CONTACT A ono 0 12 TORS PRIOR TO MOORE UTILITIES PROTECTICNR CENTER 1 -800- 282 -7411 DRAWING NUMMI C -1 I OF 6 BHSSIS SECONDARY PERMITTEES NOTE s THIS MASTER LICIT I8 TO 88 COMPLETE, SIGNED AND KEPT IN THE ON SITE CONSTRUCTION TRAILER SECONDARY PERMITTEG'S SIGN WHEN RECEIVING PLANS. ALL SECONDARY PERMITTEES MUST SUBMIT SECONDARY M.O.I. AT LEAST 14 DAYS PRIOR TO BEGINNING CONSTRUCTION ACTIVITY. NAME t PHONE t COMPANY I PAX : ADDRESS ADDRESS : OSWCC LEVEL IA CERTIPICATION NO. NAME : PHONE : COMPANY t PAX ADDRESS ADDRESS: GISMO LEVEL IA CERTIPICATION NO NAME : PHONE t COMPANY : PAX ADDRESS : ADDRESS OSWCC LEVEL IA CERTIPICATION NO NAME s COMPANY ADDRESS : ADDRESS : GSWCC LEVEL IA CERTIPICATION NO. PHONE , PAX SIGNATURE SIGNATURE SIGNATURE SIGNATURE RMWATER SAMPLING ANALYSIS 1. procedures and do gul Storm Water EPA 833- 8- 02 -OOt. 2. Storm water o to be unite (NIL) at mm outran stormr�waa�tter runoff b11de igned` aerated e parote vie eameng sample& ars to be analysed with msNgdotogy and toot (shed by 40 CPR Port document tilled "NPD Guidons* APP •066! turbidity sikeoh . of Noun properly metal or each on the turbidity of value that woe eel Permit No. OAR 100003. vie disturbed acreage of 1.0 - Na Projeof on , Re surface water area of 4 4.99 equate adet, and no 'M supports warm water fisheries. comae,* a suoh deoharge from is LEVEL II CERTIFICATION NO. 2104 ISSUED 11 -5 -05 EXPIRES 11 -5 -11 SITE SIZE ACRES SITE SIZE ACRES APPENDIX 8 N *pheiomotrlo 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 10.01 -25 25 25 50 75 150 200 500 500 25.01 -50 25 25 25 50 75 100 300 500 50.01 -100 20 25 25 .35 50 75 150 300 100.01+ 20 20 25 25 25 50 60 100 Warm Water (Supporting Warm Water Fisheries) Surface Water Drainage Area, square miles 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 75 150 200 400 750 750 750 750 10.01 -25 50 100 100 200 .300 500 750 750 25.01 -50 50 50 100 100 200 .300 750 750 50.01 -100 50 50 50 100 100 150 300 600 100.01+ 50 50 50 50 50 100 200 100 ECOSTONI. PERMrAISLE BRICK PAVER OR APPROVED 50041. TO HAVE BEVELED EDGES TO PREVENT' COMPACTION OP FILTRATION MATERIAL OR INSTALL PILTRATION MATERIAL t /4° TO DV BELOW THE TOP OP THE PAVERS SOLDIER COURSE AS A SOR OR CONCRETE CURB SET 1/4" BELOW PAVERS WITH CONTROL/ EXPANSION JOINTS AT tee O.C. /mod OR ELEVATIONS AS PER PLAN I2" WIDE 6E0TEXTILE ALONG PERIMETER - TYPE AND INSTALLATION TO Be AS PER MAN(I4 SPECIFICATIONS Nw1 AGGREGATE T.6" BEDDING AND PILTRATION r.,•••111111=.15 NATURAL SPECIAL INSTALLATION NOTE r SUBGRADE ALL INSTALLATION PROCEDURES AND MATERIALS SHALL BE AS PER THE PAVER MAN26"ACTVRER INSTRUCTIONS AND RECOMMENDA77ONA No.6 AGGREGATE IN OPENINGS FOR FILTRATION 4" OP Na67 STONE, OPEN GRADED BASE COARSE 6+ knlei OP Nat STONE SU5.6.455 GE075XT7L5 UNDER A455 COURSE - T'YPE AND INSTALLATION TO Se AS PER MANI ° SPEC/FICATiONa NOTES: t CONSULT WITH MANUPACTURER U" SOIL Ie EXTREMELY WEAK OR SATURATED. 2. PAVERS CAN DE OVERLAID OR INLAID ON EXISTING ASPHALT OR CONCRETE DRIVEWAYS. 3. CONSULT ICPI TECH SPEC 2 Waft GUIDELINES ON SPECIFICATIONS POR use MATERIALS, SUSGRADE SOIL AND SASE COMPACTION. 4. PLASTIC, STEEL, ALUMINUM OR PRECAST CONCRETE, EDSINe MAY 58 USED IP APPROVED. it OPEN ORADe° SASE COURSE SHALL DE A MINIMUM STONE SIZE or 489 OR AS RECOMMENDED DY THE MANUFACTURER AND APPROVED DT THE CITY OP TYDES ISLAND. SIDEWALK / DRIVEWAY BRICK PAVER DETAIL NOT TO SCALE DRIVE OPTIONS NOTES, t CONSULT ICPI TECH SPEC 2 POR GUIDELINES ON SPECIFICATIONS PVC SASE MATERIALS, 6UDGRADE SOIL AND SASE COMPACTION. 2. PLASTIC, STEEL, ALUMINUM OR PRECAST CONCRETE, EDGING MAY 55 USED IP APPROVED. GRAVEL PAVING DETAIL NOT TO SCALE WASTE MATERIALS r t All waste, materials will be collected and stored In a e.ouroy added metal dumpier. TM demote will most ail solid waste monag nt r.9ulaltons. Ail irosN and coneruoNen dsbtis from b. If edi� emptied a rdnfnum of awe per meek or are of aw and trash wilt be hauled as metaled by toot regulations. No oonsltvatkn wale will M buried on-siM 2. All groomed will ton ginotruoed on proper proo.dtre& for waste Junta to note* stating dm practice.. will N. posted at the prooedur•e are followed rvspansibfe for seeing that Mom 3. NO WASTE WILL Be DISPOSED OP INTO STORM WATER INLETS Olt WATERS OP THE STATE PRODUCT SPECIFIC PRACTICES t Petroleum Saved Products - Containers for produoat such as fee, lubricants and tore will be Inspected • daily for leaks and opal. T is Inclu•• on-•ne v.MOfe and machinery dolly tnspeotions and regular Prevent maintenance of each .qupmen/. Equrprtam mainteane arms will 6s located away from *tae water, natural drain• and storm water doings Wets. In addition, temporary fleeing g tank. *halt Nov. a •eoonduy containment liner to preventIminlmlae silo contamination. Di o/ eof on., fuey and lubricant* is prohibited a suitable container and disposal as Muir d by d State rregult 2. Pain. / Pelehoo / Solvents - An products will bs stored In nghtty seated original oontainers when not in use. Emma pvodr we not be discharged to M. *form water oolleanon tystem dxo... prwdu , materials used with them product& and prodded l be d p of according to amN 4 aoturw •peolfloations and m o.ed m 3. Concrete Truck Washing - NO sore.» trucks will be allowed to wash out or discharge surpioa aorarete or drum wash water on-site. 4. P.rntrsr / Hwbloidoo - Thoo& products will M applied at totes that do not exceed the manufacturer's apeofnoaltan or above the g ldelm.* eat forth In the crop establishment or in the GSWCC Manual for Erosion and Sediment Control in Gorge. Any storage of thee. materials wilt be under roof In Boat d oantaimrs. A fetidly Material* - No building materials well be buried or dsposed on -site. A11 such nato-Jae will be deposed of in proper wane dspo•at proo•Urew Son Cl.awp and Carne Practices 1. Local Sere and ma:ufaoturvYe mortmrnded methods for sp82 oteanup will be dearly potted and proaedurve will be made available to alto per•omeL 2. Material and •qutpmed n,oessay far tent aleaup will be kept In ter material storage areas, Type.. material& and equipment Weeud&y, but I• not limited tq brooms, dustpan*, mops, rage, glows, goggle*, oat liner, *and wan dust and property labeled peel* and metal wane containers. 3. Spill pr vsnnon praollos& and procedures will be mooned otter a spell and adjusted as neo.s.ary to prevent future opal•. 4. All spats toll be deaned up lmmedatey upon d000wry. All &pine : be report's, as required by focal, Sea and d d Peral rtgulattew. B. POR SPILLS THAT IMPACT SURPACE WATER (LEAVE A SHEEN ON &ARPACE WATER). THE NATIONAL RESPONSE CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT t- SO0- 426-2675. S. POR SPILLS OP AN UNKNOWN AMOUNT, THE NATIONAL CENTER (NRC) WILL 8E CONTACTED WITHIN 24 HOURS AT 1d00- 426 -2675. 7. POR SPILLS GREATER THAN 26 GALLONS AND NO SUURPACS WATER IMPACTS, THE GEORGIA GPO WILL DE CONTACTED WITHIN 24 HOURS. S. FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE SPILL WILL DE CLEANED UP AND LOCAL AGENCIES WILL 1115 CONTACTED AS REQUIRED. S. The oonimtor Mall notify the lIcewed professional who propene this plan If more than 1,320 gallons of petroleum Is stow mote We Melody oeqaoits• of equipment] or If am, one piece of equipment has a oeaody grey than 660 and to.uresContoo * M f need a d by l then Containment Prof PrsPa'.d MPLING FREQUENCY water samples Mall be Woe for the following event* la) Par -- area of the site that discharges to a sheaf; th rain *vent that moods 0.6 inches and for mom -, ; normal business hours. 8.40 AM to and sh Saturday 8,00 AM TO oonsmuortOnaativi • s being condo:MY by the scows after all of . - and grubbing eperanons In the fbvt drainage .. - of iM locaton sN tcoatan W In addition to tot abow, to a receiving sheam, the fir 0,8 Inches and allows for mani that odours either 80 days after all mass grastly operation* area of the location eoleated corm fire (0) At the Wm of sarp) . ; PerTcr od if IMPa are found to no farther cotton is • ub properly any ifittot=teLo4a Strom are not =i), r Pridayy why erminee that w n».eamylfr,g of the site that dsschesarge• that machos ore dd�• .anoorplmmall bum ea. hour& naleled 7n ra age (*oaten, whehover to lei r wlmaabine�d, of thee sit. Mat Installed on ened from all 2 days, and cotton dy shall sample shalt be that am of ter ono for each subsequ .vent - • •• . or .,weeds Of Inches during normal hours . the **looted turbldy standard In attained or until ... R- ed and maintained eot doterren. that 6MP, ore propel), INSPECTIDNS , Primary Pewees. es. 1. Eoot, day ere any type of aonetruotlon aattviy has taker peat at a primary perm(ttee4 site qualified personnel provided by the primary 'carmine* shalt Impact petroleum P�roan�av primary *tore; used ors for spills and look* from whore• and equipment I fit) ail location& at the primary permlteMa site whom whets& enter or exit the st • for weeny of off -eny sediment traokbg i (d measures rainfall once each Mvny -four hour period at ter site, Thsw lnapeollone meet be renewed until a Notice of Termination le submitted 2. Cudifed personnel (provided by the primary Pwmfttse) shall /name at teat once every scalendar calend days and within set 24 tour& of me end of a ,torn that le OD lnohss or greater the following , fo) disturbed areas of the primary pormitty" oortslruotion aft that have not undergon• final s cbnezatfon r (b) areas used by !M primary *tomes of materials that ore *xpwmd to preolpnanan that have not undergone find stabitl:aton and , (d structural contra measures. Erosion and sedment centre measures !Weediest In vie Plan applloabe to Me primary perntlRee'i site shalt be observed to snaur* that they o• operating correctly. Where disollar.g. locations or points aro amsel , they shall be inspee1M to asosrtaln whetter *melon control measure. are *enw in preventing significant ldpaoe to have a s undergone IMO taMhlz t pemithe met comply with Part 1V.D.3 x(31. These emotions must be conducted until a Notio* of Termination is &Wennted. 3. Qualined personnel (provided by the primary marmite*, shill Mspeot at eat once per month during Me term of this permit (Lm until a Notes of Termination Is mooned by SPDI the area* of the site that ham* final stabilization. Thee are. shall be fnsps for evidence of, or the potential for, pollutants entering the damage *yearn and ter re water( *j Erosion and sediment control measure. I ad In to Pen shall be obaeved to ensure that Men ate opomMng sorer/. Where discharge location. or penis ate aoessofe, they shall be Inspected to ascertain whether erosion control measures ate effective In preventing slgmnoant Impact* to renaming water(a0 SANITARY WASTES r 1. A minimum of one pored* sanitary unit we be provided for every ten (10) workers on the snw An sanitary waste will be collected from the ppoeftlroabli units a minimum of ate !me per week by a licensed portable faOIny provider In ootrpeee compliance with focal and state regulators. 2. All sanitary ewe unit& will be located In an area where the nkelnood of the unit contributing to storm water discharge In rogikgie. Additional containment Shies must be knplo anted such w gmse or special designed plasto skid ooneiners around the base, to prevent wastes from oonM to storm water d wash units Tie locat on o sanitary was units moat be I�g Identified on the Erosion Control Plan Grading Pnase Sheet by the contractor ono* the locations have been deem:Med J. Sanitary Sewer well be provided by Monioedal Authority/deft System at the aormehon of thi. project. HAZARDOUS WASTES: 1. All haaardou. waste materials will be Wsposed or in the mammy speolfed te&� e N r Mproducts. lobate superintended, who we also be reopened& for seeing that vies. proems are followed will mM`uot at* pevorn l to the&& prat ices. doterlaf SMnay Data Shoe. (MSDBW for each eubstanoe with haaradmu propperti that o used on the Job site will be obtained and used' for proper management of potential woes* that may moult from theme products. An MODS will to posted In the mhmedlate area where such product If stored or used and another coopyy of the MSOS will be maintained In the ESPCP t(te at the Jocet* construction trailer odes. Each employee who Moat handl* a sub.taoo with hazrdo• will be Instructed on the use of MBDS sheen and the o information In the applicable MODS for the predua he /eta be uel ns partoulariy regarding spill control teoltniques. 2. The contractor will implement the Spill Prevention Control and Counermecsure. (SPCC) Plan found within ter* ESPCP and will train par.onnel rials ed In hoeordow maeria• or hameme spitted wnl be allowed to come m contact with alarm water dsohargee. If such contact odours, the storm water discharge will be continued on alt. until appropriaba measure. In compliance with stater and lodged regulation& ore token to dopey of such contaminated Worm water. It shall be the r sponslbIty of She jobr 1M SPCC .:. � to propsrty train alt peaces* m thee uee Al' INSPECTION NOTE : The - sign professional must be retained by the primary permittee to conduct a - to inspect . within seven (7) days after initial oonatruatlon begins In order to de mins if the BMP's • -vo been installed as designed and are being maintained as re- red by the Plan an . o Green book. Th. design profesefonal must report the r alts of the Inspection to - mary permittee within seven (7) days and the prima • must correct all deficlencles I- • fled In the report within two (2) business days - or receiving the report (unties* addit - •al time is needed due to adverse weather). • primary permittee may use an •mate design professional to conduct 8MP Inspection, provided that they make written request to SPD to change -m the design professional who develop* he plan and CPC. ham agreed DESIGN PROFESSIONAL 7 DAY SIT CERTIFICATION Oat* of inspection I certify the *its was in compliance with - - a &PC Plan on the data of inspection. Mark Boawei( 2104 GSWC LEVEL II DESIGN PROFS- - ONAL CERTIFICATION # Inspection revealed the foil - : ng discrepancies from the - ' • PC Plan. Th.. defielenolea must be addressed immediately and a re- Inspection scheduled. . ark a not proceed on the site until design Professional Certification Is obtained CQ 2010 -2011 Rockby, Inc g DRAWING NUMBER C-7 7 aE 7 SHUTS i r SOIL EROSION 8e SEDIMENTATION CONTRO TOTES 1. NARRATIVE: THE DIETING SPE IS VACANT MTH FEW TEES AND THE MOUE; IS GENERALLY FLAT MTH SLOPES BETWEEN 0 PERCENT AND 2 PERCENT. THE PROPOSED FROIECT WIT. BE WE CONSTRUCTION OF A NEW REENNITAL STRUCTURE AND CULL HAW A PERMEABLE DRIVEWAY AND GRADING . THE TOTAL SITE IS APPROXIMATELY 0.1 ACRES MN THE ESTIMATED Oi31URSED AREA TO BE 0.06 ACRES. 2. DEVELOPER / CONTRACTOR: MATT BYRD 2700 GREGORY STREET, SUITE 130 SAVANNAH, GEORGIA 31404 3. 24 HOUR CONTACT: MATT BYRD 912- 443 -1437 4. ALL EROSION AID SEDIMENT CONTROL MEASURES SHALL BE I4 COEORMANCE WITH THE CURRENT STATE SOIL AND WATER CONSERVATION COMM OF GEORGIA ' MANUAL FOR EROSION CONTROL IN GEORGIA. 8. PRIOR TO ANY OTHER CONSTRUCTION, STABILIZED CONkS1RUC110N EXITS SHALL BE CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM TIE SITE AU. ENTRANCE TO THE STE WITCH ARE NOT PROTECTED SHALL BE BARRICADED. 6. IMMEDIATELY AFTER THE ESTABLISH SENT OF CONSTRUCTION EXITS, AU. PERIMETER EROSION CONTROL. DEVICES AM STORM WATER MANAGEMENT DEVICES SHALL BE INSTALLED PRIOR TO ANY OitER CONSTRUCTION. 7. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. TITS LOCATION OF SOLE OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHORN ON TIE PLANS S DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM TIE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S R SPONLSEIRY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY PHASE OF CONSTRUCTION. ANY DIFFICULTY iN CONTROLLING EROSION DURING ANY PHASE OF CONSiRUC11ON SHALL BE REPORTED TO TIE ENGINEER fR iMIE IA1ELY I 8. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 9. THE FAILURE OF ANY EROSION CONTROL. DEVICE TO FUNCTION AS INTENDED. FOR ANY REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I 10. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAALL EVENT AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTIIIOUS RAINFALLS. 11. EROSION CONTROL DEVICES SHALL BE CLEATED WHEN THEM' BECOME HALF FILLED WIN SEDIMENT. 12. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTE PERMANENT COVER IS ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT WANED. 14. STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPEWED ABOVE AND AFTER PERMANENT GROUND COVER HAS BEEN ESTABLISHED. 18. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING. 18. ANY DISTURBED AREAS OATH SLOPES 2:1 OR FLATTER MICH ARE NOT STABILIZED BY ANY OTTER MEASURES SHALL BE SEEDED AS SPEWED IN *PERNANDIT SEEDING*. 17. VEGETATIVE METHODS: A VEGETATIVE COVER SHALL BE ESTABLISHED AD MAINTAINED OVER ALL FiNN. GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE COVERS FOR AN OUTLINE OF NE ESTABLISHMENT OF VEGETATIVE COVERS. REDLY INSPECTION OF WE GRASS COVER SHALL BE PERFORMED TO IDENTIFY AREAS REQUiING RE-ESTABLISHMENT OF GRASS. LIE RATE 1 TO 2 TONS PER ACME FE R1ILIZETC 1500 POUNDS OF 8 -12 -12 PER ACRE 18. MULCH: MULCH SHALL BE UNCHOPPED. UNROTTED. SMALL. GRAIL DRY STRAW APPLIED AT A RATE OF 2 TONS PER ACRE. MULCH MATERIAL SHALL BE RELATIVELY FREE FROM AU. KINDS OF WEEDS AD SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WINCH ARE AS FOLLOWS : CANADA 'NESTLE JOHNSONORASS AND QUAOCGRASS. SPREAD MULCH MECHANICALLY CR UNIFORMLY BY HAND. M I LCR ANCHOE4G SHALL BE ACCOMPLISHED IIAIDPLACE MENTPIAmY AFTER MLA.CH PLACEMENT 10 MINIMIZE LOSS BY WPM OR WATER. THIS CFI SPIDERS. OW PEG AND TWEE METHOD. MULCH ANCHORING TOG, NETTING OR 19. SOIL TYPE: WE SONS IN THIS AREA HAVE BEEN CLASSED BY THE SOT. CONSERVATION SERVICE AS BENG Cue (ChIpley-Urbon Comptsx). 20. 1HIS DEYE OPMiENT iS WAIN MINIMAL ZONE AREA 'AE -12' ACCORDING TO F.I.R.M. COMMIT IT PANEL NUMBER 13051 C 0213 F, MAP REVISED SEA 28, 2008. 21. THIS SITE IS IN ZONE "AE --12' AND IS LOCATED MIMIN THE 100 YEAR FLOOD ZONE. A MINIMUM ELEVATION OF 12.0 HAS BEEN SET. SPECIAL NOTES: 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTEDED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT AU. TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 4. CITY OF TYBEE ISLAND PERSONNEL SHALL HAVE THE RIGHT TO INSPECT STORMWATER FACXUTIES AT ALL TIMES. 5. STATE WATERS DO EXIST WITHIN 200 FEET OF THE PROPERTY. 8. FRESH WATER WETLANDS DO NOT EXIST ON THIS PROPERTY. 7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS VISITED THE SITE PRIOR TO DESIGN OF THE E & SC PLANS. 8. THE RECEIVING WATERS FOR 'THIS PROJECT IS THE ADJACENT SALTWATER MARCH AND ULTIMATELY THE ATLANTIC OCEAN. 9. ANY DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABAUZED WITH TEMPORARY SEEDING. 10. AMENDMENTS OR REVISIONS TO THE ES dc PC PLAN WITCH HAVE A HYDRAULIC EFFECT ON THE PROJECT MUST BE APPROVED BY THE DESIGN ENGINEER. CLEARING NOTE. 1. AU. ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. 2. CONTRACTOR SHALL. BE RESPONSIBLE FOR LOCATING AU. EXISTING UNDERGROUND U1IUTIES PRIOR TO BEGINNING CONSTRUCTION ACTIVIiTES AND FOR AVOIDING AU. CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING U1IU1ES SHALT. BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. ALL WORK SHALL BE IN COMPLIANCE WARN THE STATE SOIL AND WATER CONSERVATION COMMITTEE'S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL. IN GEORGIA. AU. SEDIMENT CONTROL. FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS AND SHALL BE REMOVED BY WE CONTRACTOR UPON ACCEPTANCE OF THE SITE BY THE OWNER. SEE LAND DISTURBING PLAN. 4. ALL DISTURBED AREAS AND PROPOSED EARN GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL BE GRASSED AS DESCRIBED ON TM LAND DISTURBING ACTIVITY PLAN. 5. EGRESS FROM WE SITE Oil. BE SUCH NAT AU. VEHICLES MUST TRAVERSE CONSTRUCTION EXITS TO REMOVE MUD FROM TINES BEFORE ENTERING ANY PAVED PUBLIC HIGHWAY. 8. BALES OF HAY, STRAW OR SILT FENCE SHAD. BE PLACED AROUND AU. STORM INLEiS TO PREVENT SEDIMMNT FROM DIMI NO NEW PPE OR DRAINAGE WAYS DURING CONSTRUCTION. THESE MEASURES ARE iElMPORARY. 7. TIE SI M CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE OF AU. AREAS WITHIN OE PROJECT SITE INCL.UDiNG RIGHTS -OF -WAYS, EASEMENTS AMID LOTS. TITS CONTRACTOR SHALL PROVIDE THE NECESSARY FELL AND OR GRADING TO MEET THE FINISHED PLAN GRADES AND ELIMINATE ANY AND ALL AREAS WHICH ARE LOW AND DO NOT DRAIN. THE CONTRACTOR SHALL BE RESPOLSIBL.E FOR ENSURING PROPER DRAINAGE OF ANY AREAS EOM ARE CHANGED AS A RESULT OF FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. 8. TIE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTO. THE APPROPRIATE PERMITS HAVE BEEN ISSUED. 9. IF REQUIRED, TREE PROTECTION BARRICADES SHALL. BE INSTALLED PRIOR TO ANY CLEARING ACTIVITY AND MAINTAINED UNTIL INSiRUCTED BY OWNER OR ENGINEER TO REMOVE THEM. 10. THE CONTRACTOR SHALL TAKE SPECK. CARE TO ARID DAMAGE TO TREES AND ROOT SYSTEMS MILE WORKING WITHIN TREE PROTECTION BARRICADES. NE CONTRACTOR SHALL NOT WORK WTIGIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE FROM THE OWNER OR ENGINEER PRESENT. 11. PRUNING OF TREE LIMBS. BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE PROTECTION BARRICADES SHALL BE DONE IN COIWORMANCE WiTH SPECIFICATIONS AID RECOMMENDATIONS Of NE 'NATIONAL ASST ASSOCIATION" (N.A.A.) IN 'PRUNING STANDARDS FOR SHADE TREES'. ANY VARIATION FROM THE RECOMMENDATION OF NE N.A.A. SHALL. EE APPROVED BY TiE OWNER 94 WRITiNO PRIOR TO ANY PRUNING. 12. LINTS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS *UNITS OF CONSTRUCTION'. 13. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES #11. BE SEEDED, MIN. CHID. FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER NAT MIL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPEWED IN 'EROSION CONTROL GRASSI G . 14. DRAINAGE: ALL EXCAVATION SHALL BE PERFORM SO NAT TIE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS TIE OPERATIONS MIT. BE CONTINUALLY AND EFFECTIVELY DRAINED. SURFACE WATER. GROUHOWAiER, OR ANY PERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY ACCEPTABLE MEANS APPROVED BY TIE ENGINEER. TENTATIVE ACTIVITY SCHEDULE 2010 2011 IADWADON OF SEMI NF CONTROLS AND TREE PROTECTION 6ARMCJDLS SITE GRADING GTUW SEINIATON alms CONSTRICTOR POOMJEMf 06118010 PANNE MNTENWICE OF SEDMD1f CONTROL REMOVE. OF E8C CONTROL EC © FED ©01e3 Ii!!IIIIIIIIII1IIIIIIIII 1111115111:1;Z:::::11111 111:::::::::::::11111111 11111111111111.. 11111111 IIII I..I IEuu II=I1111111 :tt$$ut•$$.u$$$t•$■ 111111111111111..1111111 SITE DATA 20TH• ;EE -ir 1OTN. ACRES, 0.1 ACRES ESTINIED p0NRSED Par/EE... 0.06 ACRES S.C.S. SOL SURVEY WHOM 1EB 8013 LooaMmt PNwt COASTAL PLAIN VEGETATIVE COVERS TEMPORARY GRASS RATE PERMANENT GRASS RATE JANUMPf- LAR ANNOY. LESPEDEZA 10 tbs. /fro MARCH - JUNE CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 Lbs. /Ao MARCH- JUNE COMMON (HULLED) BERMUDA 10 tbs./Ac MARCH- JUNE CENTIPEDE SOD OR COMMON BERMUDA OfULLED) to Lbs. /Ao BROWN TOP MILLET AUGUST 40 Lbs. /Ae JULY- AUGUST COMMON BERMUDA (WPM) OR CENTIPEDE S00 10 Um./Act 10 Lbs. /Ac SEPTEMBER - FEBRUARY RYEGRASS 40 Hbe. /Ao SEPTEMBER- FEBRUARY COMMON LA (LNNtU U.ED) OR CENTIPEDE SDD 10 Lbs. /Act 1/2 Bu. /Ac FRONT VIEW 114E C FABRIC (M USE WHERE 781 SLOPES EXCEED A VEROCAL /MOTIF OF 20 FEET NO 170 SLOPE GRADIENT B STEEPER TIN .7tT. NOTE: NUM FABRIC MAC! A&SO BE ATTACHED TO THE POST BY W. CCIA. 4170 POC7R15. POST SUE NNtANNNEMPLi JaasEMFNJ:I2oNwe loins MOON NA Oa m VOM 1.10111 DADDID COMO MMm MOLL 3220 VIM. avciIID ODD MOOD TIM MIT as40 411T-WO LLT VM/T annum m nu>< ADM NO loos VMMMN N ACCDO MS VIM MTM P-.tns mar= rommt but MN= vm" aat DID aMatD MTV MID/ WAwew sssrr MOON ' WARP -220 Mr 1/D 40 t7G 70 so 175 32 M NM ION ,.s* O IVC VROOL M NOWT V MUMS 11V1 M. MM ,OMii OWl SILT FENCE - TYPE C NOTE: O,ER AP 5' AT FABRIC JOINTS FRONT VIEW TEMPORARY SiLT FENCE DETAIL d1 -� (gd1 -I FENCE .1T�E A B wtaNUT4 .LEdGR1 POST SZE TYPE OF POST SIZE OF POST L1.1,16) N W £` B Soft wood 3' dig. or 204 30' 18' 28" 8' Oak 1.3'X1.3" Steel 1.312. /ft. min. Soft wood 2 dio. or 2722 18' 18' 16' 4' Oak 1'X1" Steel .7511. /ft. min. £ULIO APPRCASDDFABBRIC. USE WOOD OR STEEL POSTS. USE 22' D.O.T. APPROVED FABRIC OR USE TL P SET OSTS Steel 1.311. /R mN. 30' 18' 28' 8' 4'-0' �p F USE STEEL POSTS ONLY STREAM SUPPER ENCROACHMENT NOTES I I. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 28 OR 50 POOT STREAM BUPPER. 2. NON - EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 POOT STREAM SUPPER AS MEASURED PROM THE POINT OP WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. FASTENERS FOR WOOD POSTS GAUGE CROWN LEGS STAPLES /POST Wl• Staples 17 rot,. 3/4' Wide 1 /2" Long 5 min. GAUGE LENGTH BUTTON NA22 POST HERDS Nails 14 min. 7. 3/4' 4 min. LEVEL II CERTIFICATION NO. 2104 ISSUED 11 -5 -05 EXPIRES 11 -5 -11 3 3 S S (BRACT A OHM O 72 FOURS PRIIR TO DIGGING UTILITIES PROTECTION CENTER 1 -880- 282 -7411 DRAWING Mom C -6 8 or 7 SHEET$ © 2010 -2011 Rockby, Inc LNE OAK LANE 60' R/W // es �ry LOT 4 +,m � rg. 6/af' Asa OR UP / / LOT 7 alp LIMITS OP DISTURBANCE S O 26'11VE OAK 6 ' NOP N 85.08'41 A a»r z —s x x 100.00' BIBREINLIIX NAIL IN tr PAIN S s - -x–is SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE III P. to 0 S/8. NOB OR 1$ OMIT » SPECIAL CONSTRUCTION EXIT NOTES r IN LIEU OP A CONSTRUCTION EXIT THE SITE SHALL SE SWEPT DAILY TO PREVENT TRACKING OP CITY STREET& BMP REMOVAL NOTE I 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. STREAM BUPPER ENCROACHMENT NOTES 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 80 POOT STREAM BUPPER. 2. NON - EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 28 OR 80 POOT STREAM BUPPER AS MEASURED PROM THE POINT OP WRESTED VEGETATION WITHOUT PIRST OBTAINING THE NECESSARY VARIANCES AND • PERMITS. SOIL EROSION LEGEND IIINPONNY WNW WRIER TEM ONWY HAY RAM CfltanRUCT NN DOT MUUMNO N EMEC AREA STA UMMON MTN IEleORARY SEEMS MOM RENOUVOION NTH PERMMaxf SEEMS NM 800NY19AIVA STMRIIMION awl ONE Suit ORIMND6 CURET PRQIECTKN NIT UMW Inv SEISM TRAP e otEXAa await SOS2AT10N VERATNION ROCK RIP-IVP exattert LEAS. MU= SIUN r DUST CONTROL Del oat Da3 SU Erosion and Sediment Control Phasing Initial Phase (Phase I) 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to any land disturbing activities to prevent sediment from leaving the alto. Intermediate Phaas (Phase 11) 1. This phase shall inolud• construction of any outlet structures, retrofits, cheek dame, inlets protection and temporary grassing. Pine/ Phase (Phase 111) 1. This phase shall include outfall protection, any revised inlet protection and any other permanent devices. SPECIAL SOIL EROSION PREVENTION NOTES I L The state of Georgia requite* that the *Mtlal son erosion prevention measures *hail be inapeoted by the designer within 7 days after Installation 2. It is the rssponelbility of the contractor to notify the soil *melon prevention pl within an after 1M Initial *on eroalon meoeuree in place for inspection. 3. Son eroNan prevention plans shall be kept current and on sits or readily aooesaible at all times during the duration of the project until after find stabilization has occurred 4. Primary permfttee must provide a Dopy of the soil erosion prevention plane to each secondary permlttew 5. Contractor la to keep a record of hie inspections of the soli erosion control measures to include at least the following, a. date and scope of the Inspection performing tr. name of pitman i a. major observations (including incidental Inspection report. are to be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization hos occurred S. Sampling of the outran I. the responsibility of the primary permutes and requirements are to be as per the NPOSS general permit. 7. Silt fencing le to remain in place until final *tabiiladation. S. Waste materials shall not be discharged to state waters except as authorized by a action 404 permit. O. These ES 6 PC plan are In compliance with waste disposal, sanitary sewer and **pt/o tank regulation*. 10. Great oars shall be taken to prevent on *pills a d leaks. In the *vent that a spill shall occur, stop the spill source immediately and implement SAP'* and dean -up for Si. t *pill. WETLANDS NOTE, ALL WETLANDS ARE UNDER JURISDICTION OP THE CORPS OP ENGINEERS AND /OR STATE OP GEORGIA DEPARTMENT OP NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE BUSJECT TO PENALTY SY LAW FOR D18TUREANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. SPECIAL CONSTRUCTION NOT! IP THE CONTRACTOR KNOWS OR CAN REASONABLY SE EXPECTED TO HAVE KNOWN OP AN ERROR, DISCREPANCY OR CONPLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND PAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT SE ENTITLED TO COMPENSATION POR ANY WORK OR EXPENSE INCURRED SY HIM POI! WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OP SAID ERROR DISCREPANCY OR CONPLICT. LEVEL II CERTIFICATION NO. 2104 ISSUED 11 -5 -05 EXPIRES 11 -5 -11 SCALE: t' - 10' o' 20 © 2010 -2011 Rockby, Inc t; z g3 I GfN tn liii' 13 1 a a Ill 2z� y N DRAWING Nub C -5 >S or 7 BiNNTB El. LIVE OAK LANE 60' R/W A„SPg 4 yyO S 85 °08'00 10,., .0' G'n 6 50.00 try ON PM "i> 4' / j�j /i/ / / /i/j 'Mk LOT 7 /V LOT 4 +g' x we 105 Olt 10 O co m +gry ,p gu + b +dry egry ky +g + +" +b. L joutaTsmTuoterscew LOT 5 + f l' kl' 0 M ,' +1.9 LOT 6 +gk +gb • LIMITS OP + 40 +gh DISTURBANCE N 85'08'41 100.00' a.a15' PA EST 6.00 QEAvD 1666) O 2151NE OAK 6/6' S5S O. IS TEEM 0 b I :— s— xis -- :--x +�t/6' S5► SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE II r - to SPECIAL CONSTRUCTION EXIT RTES t . IN LIEU OP A CONBTRUC770N EXIT THE SITE SHALL BESWEPT DAILY TO PREVENT TRACKING OP CITY SMP REMOVAL NOTE 1. RETROPITS, PERIMETER SILT PENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. 2. NON - EXEMPT ACTIVITIES SHALL NOT Be CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM SUPPER AS MEASURED PROM THE POINT OP WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. SOIL EROSION LEGEND TEPONaT SEMEN sweat TEPORNN NAY BEES CONSIRICCON oar 1/!.0.15 Dsn5.t ! AREA MENAI= 1651 TUPORART SEEDING CEIRAS.D ARM SC1IIMMIN SUN POOWO(T SEEDlG DISTURED NCH eoC .AlEl1 SEAMUZICT N STORM CREWE DURST PNOINOIION NAT SWIM TRAP SCOUT TIMP COOio05L WNW SUBUT OION VEGETATION ROOK RP-RIP ITEEREIt LEM. IMAMS RETROFR DUST OWNS. MI D.2 D53 DS4 Du Erosion and Sediment Control Phasing Initial Phase (Phase II 1. This phase shalt include Slit fencing and construction exits and sediment and detention ponds to be installed prior to any land disturbing activities to prevent sediment from leaving the alto. Intermediate Phase (Phase In 1. This phase shall include construction of any outlet structures, retrofits, check dame, inlets protection and temporary grassing. Pinat Phase (Phase III) 1. This phase shall include outfati protection, any revised inlet protection and any other permanent devices. SPECIAL SOIL EROSION PREVENTION NOTES 1. The *tats of Georgia require. that the Initial soil erosion prevention measures shall be inspected by the designer within 7 days attar installation. 2. It is the respon.IbHMy of the contractor to notify the *oil erosion prevention plan � f withiF� after the initial soil erosion meaeuree are S. Soil erosion prevention plane shall be kept current and on site or ready aooe*Nbte at all times the duration of the project until after final stabilisation has oa� 4. Primary permit... must provide a copy of the soil erosion prevention plans to each seoonday permit. . S. Contractor is to keep a record of his Insperfone of the *on erosion control measures to include at least the following: a. date and coop* of the inspection b. name of person performing inspection o. major obaervattoTs (inoIudlng noncomptkutae incidents) Inspection reports ars a blls all tiros* to during bt the duration of the NN ready Project until after find stabilization ha* occurred S. Sarnpift of the outfall I. the re pon.lblttty of the imary pernMNee cads requirement* are to be as per the NPDprES general permit. 7. Silt fencing le to remain in place unlit final •toblkuotio. 8. Waite materials •halt not be discharged to state water. except as authorised by a section 404 permit. S. These ES & PC plats are in compliance with waste disposal, sanitary sewer and septic tank regulations. 10. Great oars *hall be taken to prevent oil •p� i• and leaks. In the event that a spill shall occur, atop the spill source t�rurJ redtarely and knptmsnt EMPrs and otea-up for the *OIL WETLANDS NOTE. ALL WETLANDS ARE UNDER JURISDICTION OP THE CORPS OP ENGINEERS AND /OR STATE OP GEORGIA DEPARTMENT Or NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW POR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. SPECIAL CONSTRUCTION NOTE IP THE CONTRACTOR KNOWS OR CAN REASONABLY EE EXPECTED TO HAVE KNOWN OP AN ERROR, DISCREPANCY OR CONPLICT IN THE PLANS, SPECIPICATIONS OR CONSTRUCTION STAKING AND PAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT SE ENTITLED TO COMPENSATION POR ANY WORK OR EXPENSE INCURRED BY HIM POR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OP SAID ERROR DISCREPANCY OR CONPLICT. LEVEL II CERTIFICATION NO. 2104 ISSUED 11 -5 -05 EXPIRES 11 -5 -11 SCALE: 1' - 10' 0 10' 20 25' © 2010-2011 Rockby, Inc 3 a a DRAWING NUMBER C -4 401' 7 00101* LIVE OAK LANE 80' 3/0l (UNOPINED) p8 85 °08'00 1 •4;. 50.00' 4" 9 ♦g' 6/6' av 4) 'Yti // / / / / / / i LOT 4 #y8 +yP x Tn Tn N +y m N to 47ry *y4 yyy +y7 + I, * 30' ACC233 trrarry imam +/' * Limns or DIIITU EMI 0 +4' LOT 6 + A 4) — A 4/ i� m :D P') Iy I I 94) +0• +y. A0 9 LOT 7 6/6' RIB oflaa!� 1 y X x x N 85'08'41 100.00' 0 28'LTVE OAK ■ hx -x-■■■x 8/8• S% ate 1a OWN! DIRCEIMARK KI WN8000 QfI D 1988) SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE I P. to STREAM BUPPCR ENCROACHMENT NOTES 1 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 26 OR 60 FOOT STREAM SUPPER. 2. NON - EXEMPT ACTIVITIES SHALL NOT Be CONDUCTED WITHIN THE 28 OR 60 FOOT STREAM SUPPER AS MEASURED PROM THC POINT OP WRESTED VEGETATION WITHOUT FIRST OBTAINING THC NECESSARY VARIANCES AND PERMITS. BMP REMOVAL NOTE 1. RETROFITS, PERIMETER SILT PENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. REQUIRED SEDIMENT STORAGE CALCULATIONS REQUIRED Saadi S,ORAOD x 0.08 ACRES • 5.5 C.Y. anus= SRS MC£ SILT STORAGE, 8ILT IEUCE - 200 LR x 0.00 CY PER LF - 18 OX. Of SIC 0E TOGA. SEDIMENT STORAGE - 18 CY 18 a (egp8•d) > 8.6 CY (ngldrsQ SPECIAL CONSTRUCTION EXIT NOTES IN LILY/ OP A CONSTRUCTION EXIT THE SITE SHALL SET SWE DAILY TO PREVENT TRACKING OP CITY SPECIAL PHASE I INSTALLATION NOTES I INSTALLATION OP PHASE I SOIL EROSION CONTROL- MEASURES TO 8E ACCOMPLISHED IMMEDIATELY AFTER OR IN CONJUNCTION WITH THE DEMOLITION. Erosion and Sediment Control Phasing Initial Phase (Phase I) 1. This phase shall include Silt fencing and construction exile and sediment and detention ponds to be installed prior to any land disturbing activities to prevent aodiment from leaving the alto. Intermediate Phase (Phase 11) 1. This phase shall Include construction of any outlet structures, retrofits, check dame, inlets protection and temporary grassing. Final Phase (Phase III) 1. Thia phase shall include *cattail protection, any reviaed inlet protection and any other permanent devices. SOIL EROSION LEGEND TEMPORARY 8fON8MT BMWS TOMMY H(Y DALES OONBRAlCU0N ear DISTURBED Ma STAINLEMN • TEiORA Y SF MTH PROWENT SEEDREO 1URSED to SWUM* SWR CHECK DAN STOW ~NZ C mzv PRaiscnoN NET REDREW TRW NNW TRAP OWTOCI x CHANNEL Sasa/DION NEWZATKIN ROCK RIP-46P COCREIE LEVEL SPREADER REMONT D IRT CONTROL t' co.- Z. .Ave,„ Ds1 D.2 D.3 D.4 DY SPECIAL SOIL. EROSION PREVENTION NOTES 1. The state of Georgia require° that the Initial soil erosion prevention m.aeure° shall be inspected by the doatgner within 7 days after installation. 2. it is the responslbilily of the contractor to notify the soli erosion prevention �designer wit after the InINat seroalon an place for inspection. J. Sail *melon prevention plans shall be kept current and on alto or reaa1 ' acoesst ib a at ail fine* the duratton of the project until after final stabilization has oawt� plan a to each ascondary u. permitter copy of the soil erosion prevention 6. Contractor le to keep a record of his inspections of the droll erosion control measures to include at least the following: bname off parson of trepectfort a major observation• (including noncompliance Incidental Impaction aecoesible at all reports d to in the of the Otte or until a stabilization has occurred. project until alter lino/ S. Sampling of the outfall Is the reapon&bilily of the primary psrmlttee and eampling requirement* aro to be as per the N CPD S general permit►. 7. 911t fencing le to remain In pica* until final atabitazaflors 8. Waste material& *hall not be discharged to state waters except as authorized by a section 404 permit. 9. Theo* ES & PC plans are in compliance with woe* alopoaal, eanilary sewer and septic tank regulations. 10. Groat oar* shall be taken to prevent oil spllis and leak°. In the avant that a spill shall odour, atop the spill source 1 snm.WateIy and implement 8MP's and al&amrp for the spill WETLANDS NOTE, ALL WETLANDS ARE UNDER JURISDICTION OP THE CORPS OP ENGINEERS AND /OR STATE OP GEORGIA DEPARTMENT OP NATURAL. RESOURCES. LOT OWNERS AND THE DEVELOPER ARC SUBJECT TO PENALTY ST LAW POR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY 52 EXPECTED TO HAVE KNOWN OP AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PRODLEM PRIOR TO CONSTRUCTION, HE SHALL NOT SE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED by HIM FOR WORK REQUIRED TO DE RE- CONSTRUCTED DEGAUSS OF SAID ERROR DISCREPANCY OR CONFLICT. LEVEL II CERTIFICATION NO. 2104 ISSUED 11 -5 -05 EXPIRES 11 -5 -11 SCALE: 1' - 10' 8 0 COITACT A IQIOA.R N 72 MRS PRITR TO 01611 UTILITIES PROTECTION WATER t-800- 282 -7411 ORAW84G NUMBER C -3 3of7saws © 2010 -2011 Rockby, Inc ��Ary ^��O 9 Y' O +N LIVE OAK LANE 60' B/W NNOPUMMO G,$0 p 3 65 �08'00 b to 50.00' ��. S. i LOT 4 +ba O +MO 1 0' �rib +ry W-4-0- +��1 +'' +p *air 4.** (n S" 'fg4- +yr i LOT 5 +00 LOT 7 DRIVE SURPACE TO SO CONSTRUCTED OP PERMEASLE MATERIALS AS PER CITY OP TYSEE ISLAND ORDINANCES AND SE 26' WIDE (max.1 WITHIN THE TYSEE R.O.W. 6/8' SIB Ott L8' W%d' S T y 7 MATCH EXIST/NO 7 +g. I/ PAVING - --. ~ -.--- 20' ! & M3.1 yp ELEVATION O !t Y 80Di 300f! LMb + +y�i -...���� -LIVE oAX . B/8' SOB Olt IX M ,QQf -2-.: i N 65'06'4 100.00' PROPQ$CD SIT - PLAN P . 10' SWALE DETAIL net to sods We ROO OR as OMR LEI SAM. MIRE [ /o017 2r,��G 44 OreAve_e_ Speota: Pro- CensWuatIon Note , Contractor to verify all ex" tkg and proposed etruoture tooattOn" /drainage, aaN1�y tope and tl to ordering " or bg c on SPECIAL. AE AND YE ZONE NOTES: 1. DUILOINGB IN "AG" AND �YE� ZONES ARE TO HAVE THE FINI9NE0 FLOOR SET A MINIMUM OF N ABOVE MOOD. 2. BUILDINGS IN AE AND VS ZONES ARE TO HAVE ALL ELECTRICAL, PLUMPING, �� HVAC, DUCTWORK AND LOWEST STRUCTURAL MEMBER TO bE A MINIMUM OP I' ABOVE PLOOD. 3. COORDINATE SITE WORK AND FINISHED PLOOR ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE DU :LOINS ELEVATIONS ARE SET AS PER CODE. LEGEND ITEM TOPO CONTOURS DRAINAGE FLOW ARROWS TOP OF PARKING SLAB STREAM BUFFER ENCROACHMENT NOTES : 1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 28 OR 80 FOOT STREAM BUFFER. 2. NON - EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 28 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. EXISTING yZs GENERAL DRAINAGE NOTES: 1. THE NEW BUILDING WILL RESULT IN AN INCREASE RUN -OPP OP 0.10 ors DUE TO INCREASED IMPERVIOUS AREA DURING THE 25 YEAR STORM. 2. THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT SE PORSEEN TO ALLOW POR PROPER DRAINAGE. 4. OUTPALL POR THE PROJECT WILL BE DICTATED by EXISTING CONDITIONS WITHIN THE CITY OP TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS. GENERAL BUILDING INFORMATION NOTES, 1. PROPOSED BUILDING FOOTPRINT " 1,136 sr Iemvtoped 2. PROPOSED BUILDING PINISHED FLOOR ELEVATIONS ARE TO DE SET AS PER PEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYGEE ISLAND. GEORGIA ORDINANCES. 3. PROPOSED bUILDINGS ARE TO DE SUPPORTED ON PIERS OR POUNDATION WHICH WILL SATISPY PEMA ELEVATION AND PEMA ZONE REQUIREMENTS. PROPOSED 12 3 -12- TPS 12.30 EASEMENT NOTES, I. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO PINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO SE PRIVATELY MAINTAINED. PEMA MAP NOTES , I. THIS DEVELOPMENT I8 WITHIN MINIMAL ZONING AREA AE -1 '' ACCORDING TO P.LR.M. COMMUNITY PANEL NUMBER 130 C 0213 P MAP REVISED SEPTEMBER 2S, 2005. 2. THIS SITE 111 IN ZONE 'AE -12e AND IS LOCATED WITHIN .f THE 100 TSAR PLOOD ZONE. A MINIMUM ELEVATION OP 13.0 HAS BEEN SET. 3. CONTRACTOR IS TO VERIFY PEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. NOTES, 1. CONTRACTOR 18 TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND POR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OP THE CONTRACTOR. S. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH THE OWNER. ALL ITEMS NOT TO bE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OP THE CONTRACTOR. 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO bE UTILIZED. DO NOT ABANDON UTILITIES IN PLACE. 5. REMOVE ALL TREES AS NECESSARY POR PROPOSED CONSTRUCTION. 6. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. X TREES TO BE REMOVED. TRAPPIC AND RIGHT -OP -WAY NOTES: 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OP TYBEE ISLAND, GEORGIA PERSONNEL. 2. AN,AND ALL NECESSARY PERMITS MUST BE OBTAINED PROM THE CITY OP TYDEE ISLAND PRIOR TO COMMENCEMENT OP ANY WORK WITHIN RIGHT -OP -WAY. SPECIAL CONSTRUCTION NOTE: IP THE CONTRACTOR KNOWS OR CAN REASONABLY DE EXPECTED TO HAVE KNOWN OP AN ERROR, DISCREPANCY OR CONPLICT IN THE PLANS SPECIPICATIONS OR CONSTRUCTION STAKING AND PAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT DE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED by HIM FOR WORK REQUIRED TO SE RE- CONSTRUCTED BECAUSE OP SAID ERROR, DISCREPANCY OR CONPLICT. SCALE 1' - 10' 0 10' 25' � 2010 -2011 Rockby, Inc 2 DRAWING MAO C-2 2 OF 7 SHfUQ'is