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TENTH ST_403 (4)
ABV. A/C A.F.F. AMSL B.C. BRG. B TWN . BM. CAB. CAR. CATH. CJ CLG. CLO. CMU C.O. CONC. CT.. CTR. D DBL. DJ DN. DW EA. EXT. EXIST. EW FND. FJ FR. FTC. F.V. GL H.B. H G T. HEAD. HVAC JST. K.D.A.T. KW LAU N . LIN. LVL MAX. MANUF. MBL. MED. CAB. MSL MECH. MC MICRO ABOVE AIR CONDITIONING ABOVE FINISHED FLOOR ABOVE MEAN SEA LEVEL BASE CABINET BEARING BETWEEN BEAM CABINET CARPET CATHEDRAL CEILING JOIST CEILING CLOSET CONCRETE MASONRY UNIT CASED OPENING CONCRETE CERAMIC TILE COUNTER DRYER DOUBLE DOUBLE JOIST DOWN DISHWASHER EACH EXTERIOR EXISTING EACH WAY FOUNDATION FLOOR JOIST FRENCH FOOTING FIELD VERIFY GLASS HOSE BIBB HEIGHT HEADER HEATS, VENTILATION & A/C UNIT JOIST KILZ DRIED AFTER TREATMENT KNEE WALL LAUNDRY LINEN LAMINATED VENEER LUMBER MAXIMUM MANUFACTURER MARBLE MEDICINE CABINET MEAN SEA LEVEL MECHANICAL MEDICINE CABINET MICROWAVE OVEN MIN. MIR. N.T.S. 00. 0.H. OV. PAN. or PANT. P.C. PK. PL. PLWD. PSF P.T. R/A R&S REF. or REFG. REINF. RM. R.O. REVD. RM. S. or SLP. SF SH. SHLVS. SHT. SHW. or SHOW S.L. SPECS. SYP. SQ. T T&G TRANS. TPD TB T.P. TR TYP. U.N.O. V VE R T. W W.C. WD. W.I.C. W.H. WWM WWF YP MINIMUM MIRROR NOT TO SCALE ON CENTER OVERHANG OVENS PANTRY PULL CORD POCKET PLATE PLYWOOD POUNDS PER SQUARE FOR PRESSURE TREATED RETURN AIR ROD AND SHELF REFRIGERATOR REINFORCING ROOM ROUGH OPENING REQUIRED ROOM SLOPE SQUARE FEET SHELF SHELVES / SHELVING SHEET SHOWER SIDE LITE SPECIFICATIONS SOUTHERN YELLOW PINE SQUARE TILE TONGUE & GROOVE TRANSOM TOILET PAPER DISPENSER TOWEL BAR TOP PLATE TOWEL RING TYPICAL UNLESS NOTED OTHERWISE VINYL VE(�TICAI. WASHER WITH WATER CLOSET (TOILET) WOOD WALK IN CLOSET WATER HEATER WELDED WIRE MESH WELDED WIRE FABRIC YELLOW PINE REFERENCES: D.D. 352M-583 & P.R.B. 42P-36 PLAT OF LOT `B' BY VINCENT HELMLY DATED 12/20/12 JOB #12 --149. 10th STREET 60' R/W ACCORDING TO `FIRM' 1 3051 0021 3 THIS LOT IS LOCATED IN AN AE-11 FLOOD ZONE 66' (MAP) I 21' -11 70'30100" 44.18' 1C' --5 "1 LOT 'A' 1 tME 0 01 3 Hill Iffill IMI BuiN Mill mew io..4i.o E N 48•4111111111119/ 1111M111111 N 43'43 15 W 12" OAK DIRECTION ' ISTAN N 64'20'15'" W 1'.84' N '9'4 W `I e l N 703532 W .. . w� a � . L9 N 51'43 03 W 16.30 LOT 87 —A D.B. 273C -3 P.R.B. 35P -45 HOSE BIBB 25' MARSH BU . C.M.F. . B.S.L. = BUILDING SETBACK LINE C.M.F. = CONC. MONUMENT FOUND R.B.F. = REBAR FOUND P.R.D. = PLAT RECORD BOOK TYP. = TYPICAL D.B . = DEED BOOK INDICATES 5/8" R.B.F. o = INDICATES 3/4 R.B.F. UNLESS NOTED OTHERWISE DoT 1o7 D.B. 284U -607 {GEORGIA DEPARTMENT OF NATURAL jRESOURCES JURISDICTIONAL LINE AS DELINEATED ON 12/17/2012 NOTE: ELEVATIONS ARE BASE ON NAVD88(GEOID12) DATUM. PLAT OF LOT 'B' OF A RECOMBINATION OF LOTS 105 8c 106, WARD 3, TYBEE ISLAND, GEORGIA. FOR: JAVES C. BROWN DATE OF SURVEY: FEBRUARY 20, 2013 DATE OF PLAT: FEBRUARY 22, 2013 IN MY OPINION THIS PLAT IS A CORRECT REPRESENTATION OF THE LAND PLATTED CONC. SLAB GRADE. FIELD VERIFY EXACT LOCATION PRIOR TO CONST.- E.O.C. FIELD < ERROR /POINT ADJ. METHOD E.O.C. PLAT TOTAL STATION THE ORIGINAL OF THIS DOCUMENT WAS SEALED AND SIGNED BY BERT B. BARRETT, JR. R.L.S. 2225 ON 2/22/2013 AND THIS REPRODUCTION IS NOT A CERTIFIED DOCUMENT 0' 25' 50' BERT BARRETfi, JR. LA FD SURVEYING, P.C. 145 RUNNER ROAD A \,'ANNAH, GA. 31410 (912) ` 897-0661 APPLY TREATED PLYWOOD TO EXTERIOR WALLS, TYP. �. 0 ..? _ t 'rn EST NOTE: PROVIDE 5/8" TYPE 'X' SHEETROCK LOWER LEVEL CEILING, TYP. 14' 4" FRAME DUCT CHASE CEILING AS REQUIRED. G.O. TO VERIFY W /MECH CONTRACTOR PRIOR TO CONSTRUCTION -- FRAME PLATFORM FOR HVAC UNIT MIN. ELEVATION TO BE 12.0 MSL VERIFY LOCATION AND DEPTH W /MECH. CONTRACTOR PRIOR TO CONSTRUCTION. OUTDOOR SHOWER HOSE BIBB 'GO-- BOLT' MOUNTED TO FLOOR BEAM, INSTALL AS PER MANUF. SPECS. SCHEDULE DOOR .�-Y OL SIZE AN. DSCI.IPTION 1 O 8 1 FRENCH ENTRY DOOR 2/3 LITE 3�� 2 0 8 1 FRENCH DOOR 3 8 4 PANES. MOLDED INTERIOR �X 4 4 4 4 PANEL MOLDED INTERIOR Z X S 5 0 8 2 4 PANEL MOLDED INTERIOR �X O 8 2 4 PANEL MOLDED INTERIOR ZX+� 7 8 1 4 PANEL — POCKET �X 8 40X 68 1 DBL. 4 PANEL -- POCKET 9 28X 55 1 CASED OPENING 10 O O 1 CASED OPENING SHOWER Z X � 5'X 68 1 PATIO UNIT 26X 65 1 4 PANEL —STEEL 30X 68 2 4 PANEL — STEEL 14 2 X 6 B � 1 LOUVERED PANEL Lower __ et Fan Scale: 1, 4 " =1' ---C" Open Parking Area 869 Enclosed Storage Area 384 Lower Porch Area 270 'GO—BOLT' COLUMN HOLDDOWN SEE DETAIL SHTS. 54 & S5. WINDOW SCHEDULE 0 SYMBOL SIZE QUAN. DE��RIPTION A 5Qk 3� DBL HUNG— DBL. UNIT: B 28X 56 DOUBLE HUNG— SIN. UNIT C 6QX 56 DOUBLE HUNG— DOUBLE UNIT D 26X 46 2 DOUBLE HUNG— SIN. UNIT E 40X 56 1 FIXED— SINGLE UNIT F 30X 50 � DOUBLE HUNG— SIN. UNIT NOTE: LP GAS TANK TO BE LOCATED PER OWNER. VERIFY W /LOCAL CODE PRIOR TO INSTALLATION. COPYRIGHT © 2012 Cadman. Designs,_ Yriz +e R7 C a s e ,w;e 0, MIME NAR 0 SCHEDULE DOOR .�-Y OL SIZE AN. DSCI.IPTION 1 O 8 1 FRENCH ENTRY DOOR 2/3 LITE 3�� 2 0 8 1 FRENCH DOOR 3 8 4 PANES. MOLDED INTERIOR �X 4 4 4 4 PANEL MOLDED INTERIOR Z X S 5 0 8 2 4 PANEL MOLDED INTERIOR �X O 8 2 4 PANEL MOLDED INTERIOR ZX+� 7 8 1 4 PANEL — POCKET �X 8 40X 68 1 DBL. 4 PANEL -- POCKET 9 28X 55 1 CASED OPENING 10 O O 1 CASED OPENING SHOWER Z X � 5'X 68 1 PATIO UNIT 26X 65 1 4 PANEL —STEEL 30X 68 2 4 PANEL — STEEL 14 2 X 6 B � 1 LOUVERED PANEL Lower __ et Fan Scale: 1, 4 " =1' ---C" Open Parking Area 869 Enclosed Storage Area 384 Lower Porch Area 270 'GO—BOLT' COLUMN HOLDDOWN SEE DETAIL SHTS. 54 & S5. WINDOW SCHEDULE 0 SYMBOL SIZE QUAN. DE��RIPTION A 5Qk 3� DBL HUNG— DBL. UNIT: B 28X 56 DOUBLE HUNG— SIN. UNIT C 6QX 56 DOUBLE HUNG— DOUBLE UNIT D 26X 46 2 DOUBLE HUNG— SIN. UNIT E 40X 56 1 FIXED— SINGLE UNIT F 30X 50 � DOUBLE HUNG— SIN. UNIT NOTE: LP GAS TANK TO BE LOCATED PER OWNER. VERIFY W /LOCAL CODE PRIOR TO INSTALLATION. COPYRIGHT © 2012 Cadman. Designs,_ Yriz +e R7 C a s e ,w;e 0, MIME NAR Tybee Island TILE SURROUND SHOWER. OWNER TO SELECT. 2"CURB TOWEL BAR M. bath AR 11:.„ (nLE) Closet (CARPET) 8'-6" KNEE SPACE Attic Stor. (OSB SHEATHING) z 0 w 0 d FRAME FOR FUTURE 2'4" POCKET DOOR DBL. R&S 7 5 16" T, TYP 151-5" FRAME FOR R/A DUCT 0 FLOOR. SEE LOWER LEVEL FLOOR PLAN. 10'-5" VERIFY H VAC W/MECH. CONTRACTOR PRIOR TO CONSTRUCTION, TYP. SLOPED CEILING 3'-0" HIGH HANDRAIL/ I /PICKETS Cox. 4x4 NEWEL POST, TYP, DinInj Room 3•-0" HIGH HANDRAIL WYPICKETS .6"o.c 4x4 NE‘VEL POST, TYP. 2X4 P.T. SHAPED 30" HGT. DINING COUNTER CEILING 1/2 WALL FOR BASE CABINET Bedroom 2 (CARPET) A New Residence for 0 0 L) —1x3 BATTEN TYPICAL © MID POINTS WHERE SPANS EXCEED 42-0" Fant. (WOOD) HOSE BIBB FIN. FL. DECK HOSE BIBB 7-1 0" SHEARWALL, SEE SHT. S4 & S5 FOR DETAILS, TYP. (HYDRO—STOP) 30' Icor Flan Scale: 1/4" Sq. Ft. Data Heated 1253 Porch 270 8x8 P.T. 'COX' POST, TYP. Attic aor. (OSB SHEATHING) Forch (HYDRO— TOP) SLOPED I SLOPED CEILING CEILING NOTE:BEADED VINYL CEILING, TYP. Attic Stor. (OSB SHEATHING) FURR PORCH BEAM TO COLUMN NECK. WRAP W/SMOOTH HARDI—TRIM OR EQUAL. First and Second Floor Plans and Notes ci z 0 i- < 0 2x6 FRAMED WALL 2x4 FRAMED WALLS SHEARWALL GO—BOLT LOCATIONS 1. ALL FRAMING TO BE 2x6 EXTERIOR AND LOAD BEARING WALLS. 2. INTERIOR WALLS TO BE 2x4 UNLESS NOTED OTHERWISE. 3. RETURN AIR, FRAME PLATFORM FOR HVAC. VERIFY W/ MECH. CONTRACTOR PRIOR TO CONSTRUCTION. 2X4 P.T. RAIL 4. CEILING HEIGHTS TO BE 8 —0" UNLESS NOTED OTHERWISE. 1X4 RT. VERT. RAIL 5. ALL PLUMBING WALLS TO BE 2x6 FRAMING. 6. PROVIDE SOLID BLOCKING AT ALL CABINETRY, TO AND ACCESSORIES AS REQUIRED. 7. KITCHEN & M.BATH COUNTER TOPS TO BE GRANITE, OWNER TO SELECT. 8. SECONDARY VANITIES TO BE SOLID SURFACE, OWNER TO SELECT. 9. INSTALL BEAD BOARD WAINSCOT IN LIVING ROOM, KITCHEN, DINING ROOM. 10. ALL BASEBOARDS TO BE 1 x8 W/ 1 /4 RND WHERE APPLICABLE. NOTES: 1. ALL FRAMING TO BE 2x6 EXTERIOR AND LOAD BEARING WALLS. 2. INTERIOR WALLS TO BE 2x4 UNLESS NOTED OTHERWISE. 3. CEILING HEIGHTS TO BE 8'-0" UNLESS NOTED OTHERWISE. 4. ALL PLUMBING WALLS TO BE 2x6 FRAMING. 2x6 FRAMED WALL 2x4 FRAMED WALLS SHEARWALL GO—BOLT LOCATIONS 2x6 WALL, TYP. FIN. FL. DECK —2X4 P.T. BOTTOM RAIL 3/4" RND. OUTS DE HOUSE CORNER DETAIL SCALE: SHEET A2 2 OF 9 COPYRIGHT © 2012 _Cadman .1.____IQrtgas_. STUCCO FINISH — 16 "x16 "x8" CMU FILLED SOLID W/3,000 psi CONC. W/4 #5 VERT. REBAR, TYP. HOOK 90' INTO FOOTING 3000 psi CONCRETE FOOTING\ , FINISHED GRADE SLOPE TO DRAIN 1/2" E.J. DBL. LAYER W /6x6xW1, 4xW 0 PERIMETER AGE FINISH FLOO LEV. SEE SITE PLAN .4 WWF 4" 3,000 PSI CONC. SLAB W /6x6 1.4x1.4 WWF 0 MID —DEPTH OR FIBERMESH ON 6 MIL. VAPOR BARRIER 6 MIL VAPOR BARRIER COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN, LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. 5 #5's REBAR EA. WAY- FOOTING SECTION SCALE: 3/4 ", =1, -0" - --1 #4 0 16" FROM TOP OF PIER & 2 #4's Chi 32" FROM TOP OF PIER, PLACE DIAGONALLY Section AA 3/4" SUBFLOOR NAIL & GLUE 2x12's 0 16 "o. c. METAL TERMITE SHIELD 2— SIMPSON PA51 0 EACH INTERIOR PIER. INSTALL AS PER MANUF. SPECS, TYP..- �---. 3-2x12's, TYP. BOLTED TOGETHER JOIST HANGER, TYP. 2x12's C 16 "cac. 1 #4 (,-■ 16" FROM TOP OF PIER & 2 #4's 0 32" FROM TOP OF PIER, PLACE DIAGONALLY 2x P.T. -- 1 6" x16 "x8" CMU FILLED SOLID W /3,000 psi CONC. W/4 #5 VERT. REBAR, TYP. 1/2" E.J. a #5 CONT. FIN. FL. EL. 7.5' SEE SITE PLAN X HGT. VARIES FROM COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRA( SCALE: 3/4" CONT. #5 REBAR 4" TO 16 ". FIELD VERIFY FN GRA A" I TOR. NOTE: GO —BOLT SPACING 0 6' -0".x. EA. CORNER & EA. SIDE OF ALL OPENINGS. GO—BOLT COUPLER, TYP. GO—BOLT MOUNTED TO FLOOR BEAM 2x12's 4i► 6 "o. C. 4-2x12's (OR BEAM AS PER PLAN), SEE SHT. S3. 1/2" DIA. GO —BOLT 1 3/4 "x 13 ZINC PLATED COUPLER 2%2%1 /8" PLATE WASHER W/1/2" NUT, ZINC PLATED—YELLOW CHROMATED. ADD LAYER OF 6x6 1.4x1.4 WWF AT PERIMETER 3'-0" 4" 3,000 psi CONCRETE SLAB FIN. FL. EL. 7.5' SEE SITE PLAN SLOPE TO DRAIN 4" THK. 3,000 psi CONC. W 6x6xW1.4xWl 4 WWF ID- -DEPTH GARAGE FINISH FLOOR 7.5' SEE SITE PLAN SEE PLAN, SH T. S1. x 5 #5 REBA EA. WAY �--W L VAPOR BARRIER COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. psl CONCRETE FOOTING, TYP. Typical Footing at Scale: 3/4 "= REINFORCED CONCRETE MASONRY NOTES: ALL BLOCK CELLS ARE TO BE GROUTED SOUD FROM FINISHED FLOOR TO TOP OF FOOTING REGARDLESS IF BLOCK IS SCHEDULED TO BE REINFORCED OR NOT. CONCRETE BLOCK MASONRY UNITS SHALL CONFORM TO ASTM C9O, GRADE N, WITH A MINIMUM COMPRESSIVE STRENGTH Fart" = 2400 PSI. MORTAR AND MORTAR MATERIALS SHALL CONFORM TO THE PROPORTION SPECIFICATIONS OF ASTM C270, TYPE "S ". HORIZONTAL WALL REINFORCING SHALL BE STANDARD, NINE GAUGE REINFORCING FABRICATED OF STEEL CONFORMING TO ASTM A82 AND SIZED TO FIT THE WALL WIDTH. REINFORCING SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A116 " CLASS 1 OR CLASS 3, OR ASTM A153, CLASS 8-2. FURNISH PREFABRICATED CORNER AND TEE UNITS. HORIZONTAL WALL REINFORC ING AND ANCHOR BOLTS. EMBEDDED IN MASONRY SHALL BE COMPLETELY PROTECTED BY MORTAR. REFER TO DRAWINGS FOR VERTICAL MASONRY WALL REINFORCEMENT AND CONCRETE FILL LOCATIONS, UNLESS NOTED. VERTICAL MASONRY WALL REINFORCEMEN T SHALL CONFORM TO ASTM A615, GRADE CO. REFER TO CONCRETE A N H RY NOTES FOR VERTICAL REINFORCING DETAILING, FABRICATION AND INSTALLATION REQUIREMENTS. VERTICAL REINFORCING TO BE LAPPED 24" (MIN.) AT DOWELS AND SPUCES. AT LINTELS. JAMBS (#5) AND HOOKED T L -NINE JA ATALLO OPENING PLACED (� ) VERTICAL REINFORCING WILL BE L.A CONCRETE GROUT TO FILL VOIDS IN MASONRY UNITS SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH PSI P I IN 28 DAYS. REFER TO CONCRETE NOTES FOR CONCRETE MIXING AND PLACE MENT REQUIREMENTS. CONCRETE AGGREGATE WILL BE 1 /2"0 MAX. METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION SHALL BE HOT DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A 1 53, CLASS B-2. METAL ACCESSORIES FOR USE IN INTERIOR WALL CONSTRUCI1ON SHALL BE MILL GALVANIZED IN ACCORDANCE WITH ASTM A 841, CLASS I, Interior Piers ii P;4"" 6 MIL VAPOR BARRIER, TYP. 6x6— WWF COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. 2 #3'S CONT. TOP AND BOTTOM LAP 25" AND BEND 25" CORNERS) SECTION SCALE: 3/ 4"=l' -0" CAST IN PLACE CONCRETE, FOUNDATIONS AND FLOOR SLAB NOTES: SET P.T. POST IN 3,000 psi CONC. FINISHED GRADE V-0" FOUNDATION SECTION AT COURTYARD FENCING SCALE: 3/4 " =1' -0" ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS, UNLESS NOTED OTHERWISE, MIXING AND PLACING OF CONCRETE SHALL BE PROVIDED WITH CONSIDERATION TO WEATHER CONDITIONS AT THE TIME OF CONSTRUCTION. FOR COLD WEATHER IN ACCORDANCE WITH ACI 306, FOR HOT WEATHER IN ACCORDANCE WITH ACI 305. CURING METHODS SHALL BE SELECTED BY CONTRACTOR AND ARCHITECT /ENGINEER APPROVED TO SUIT WEATHER CONDITIONS AT THE TIME OF CONSTRUCTION. WEATHER CONDITIONS SHALL NOT BE ACCEPTED AS A VALID REASON FOR INCORRECT OR OTHERWISE POOR QUALITY OF CONCRETE OR CONCRETE SURFACES. CONCRETE FINISHES SHALL BE SELECTED TO ACCOMMODATE FLOOR COVERINGS. SCRATCHED FINISH FOR SURFACES INTENDED TO RECEIVE BOND APPUED CEMENTIOUS APPLCA T IO NS a TROWELED FINISH H FOR EXPOSED D INTERIOR SURFACES. NONSLIP, LIGHT BROOM FINISH FOR EXTERIOR EXPOSED SURFACES. ALL FINISHES SHALL BE MINIMUM CLASS B TOLERANCES, EXCEPT FOR EXPOSED CONCRETE SURFACES WHICH SHALL MEET CLASS A REQUIREMENTS IN ACCORDANCE WITH ACI 301. GENERAL I S BEFORE TIUTE IN AND U RGR UNfl LINES NE 0 FU C) SHALL INVESTIGATE ACTUAL LOCATIONS {� ENERAL CONTRACTOR S ALL T EXTREME CAUTION. VATI CARRIED OUT WITH EXCAVATING. ALL EXCAVATIONS NEAR THESE LINES SHALL B E UNLESS OTHERWISE NOTED, ALL REINFORCING STEEL SHALL BE DEFORMED BARS, CONFORMING TO ASTM A615, GRADE 60, UNLESS S OTHERWISE NISE NOTED ALL DETAIUNG, FABRICATION AND PLACING O F REINFORCING INFO Rc IN G STEEL SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAIUNG REINFORCED CONCRETE STRUCTURES ACI SP 86, LATEST EDITION. ALL BAR SPUCES SHALL BE CLASS C TENSION LAP SPUCES, UNLESS OTHERWISE SHOWN. PROVIDE STD. CORNER BARS AT ALL CORNERS. " COVER FOR REINFORCING STEEL WHEN THE CONCRETE IS PLACED PROVIDE MINIMUM OF 3 OF CONCRETE COVE DIRECTLY AGAINST GROUND. WELDED WIRE FABRIC SHALL CONFORM TO ASTM Al 85. WELDED WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END LAPS AND BE WIRED TOGETHER. ALL SLAB AND FOUNDATION REINFORCEMENT SHALL BE TIED IN PLACE PRIOR TO PLACING CONCRETE. HOLD UP REINFORCING WITH TYPICAL STANDARD CHAIRS, REINFORCEMENT SHOWN SHALL BE USED AS DETAILING GUIDE, PROVIDE RE —BARS AS REQUIRED TO SUIT SPECIAL CONDITIONS. CONTRACTOR SHALL COORDINATE EXACT ANCHOR BOLT LOCATIONS AND LAYOUT WITH BUILDING CODE REQUIREMENTS AND THIS DRAWINGS FLOOR JOINTS SHALL BE LOCATED AS INDICATED ON PLANS. CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED FOR WORK SEQUENCE. HGT. ARE FROM CRUSHED STONE 14' 4" 13'-0" 15'- 8" '-4" 0" '-4" 'GO —BOLT' c BEAM, SEE DETAIL /S1, TYP. r i L J wow mom f #.3 -04 L4 0 16" 6" CONC. PIER FILLED W /3,000psi CONC. REINFORCED W/ 4 #5 VERT. TYP. r r. MOO I 0) IMMO 611.1•10 0 'GO —BOLT' 0 PIER, SEE DETAIL 1/52, TYP . 1V-0" 15'- 0" OMNI FIN. FL. EL. +O'-0" 4" CONC. SLAB W/12" TND. DN. FOOTING, TYP. AT STAIRCASE. FIELD VERIFY EXACT SIZE AND LOCATION. FIN. FL. ELEV. MSL. 7.5' 4" THK. 3,000 psi CONC. W/6x6 1.4x1.4 WWF Se 16" TND. DOWN FTG. ON 6 MIL. VAPOR BARRIER OVER TERMITE TREATED COMPACTED FILL I i i I -- N I� J J 24' THK, SLAB, TYP. N r —0-1 "o4 14%4" 15'-8" "co 6X6 P.T. POST EMBED INTO 30" DIA. FOOTING, SEE DETAIL 5 /S1 Y OF 6x6 ADD D A R E L 1.4x1.4 WWF AT PERIMETER 4" 3,000 psi O� RTE SLAB C E S AB FIN. FL. EL. 7.5' SEE SITE PLAN FI A1. VA. SLOPE TO DRAIN 0 1 l wr af.r ir,. .frr wr. � r 0 C4 di= 42 "x42 "x20" CONC. 3,000psi FOOTING W/5 #5's EACH WAY TOP & BOTTOM STEP FIN. FL. ELEV. MSL 7.83' 4" THK. 3,000 psi CONC. W/6x6 1.4x1.4 WWF & 16" TND. DOWN FTG. ON 6 MIL. VAPOR BARRIER OVER TERMITE TREATED COMPACTED FILL I J Co 10 -1— 41-0" L 1V-0" 1'4" r 0 i 0) WHINIII0 =NM irria. maw L1_ —4" 7' w.. , 4" 6 MIL VAPOR BARRIER, TYP. 6x6— W1.4xW1.4 WWF U G ation Plan 'GO—BOLT' COLUMN HOLDDOWN SEE DETAIL SHTS. S4 & 55. 01_0 ► Seale: 1 /4 " =l'- -.O" FOUNDATION NOTES: 1. CONCRETE SHALL DEVELOP 3000 PSI AT 28 DAYS. FLYASH IS NOT ALLOWED IN THE CONCRETE MIX. 2. COMPACTION REQUIREMENTS: (STD. PROCTOR) UNDER FOOTING: 98%, UNDER SLAB: 97%. 3. SOIL BEARING VALUE: 2500 SF 4. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GR 60. 5. LAP CONTINUOUS BARS AT 30 BAR DIAMETERS. WHERE REQUIRED D PROVIDE CORNER R #ARS AT CORNERS. R S . OF REINFORCING STEEL, MINIMUM CONCRETE PROTECTION O E , UNLESS OTHERWISE NOTES: FOOTINGS (BOTTOM AND SIDES ...a........3" CLEAR PIERS OR COLUMNS BELOW GRADE.......3" CLEAR PIERS OR COLUMNS ABOVE GRADE.. ♦• .ra• 1 1/2" 2 ri CLEAR 7. CONCRETE SLAB ON GRADE MINIMUM REINFORCEMENT TO BE 6x6xW1.4/W1.4 WWF PER CUBIC YARD. FIBER MANUFACTURERS MUST DOCUMENT EVIDENCE PER CUBIC YARD. FIBER MANUFACTURERS MUST DOCUMENT EVIDENCE OF FIVE YEARS SATISFACTORY PERFORMANCE HISTORY. 0 R C 0 M P L I N EE WI TH APPLICABLE BUILDING D IN G CODES AND ASTM C -1116, TYPE III. 6. VERIFY FINISH FLOOR ELEVATION WITH THE SITE PLAN. 9. STEP FOOTINGS BELOW THE PLUMBING LINES. COORDINATE LINE DEPTH AND LOCATION Wi THE PLUMBING CONTRACTOR. 10. ALL CONCRETE WORK SHALL CONFORM TO A.C.I. 301 REQUIREMENTS. COMPACTED OR UNDISTURBED SOIL FREE OF ORGANICS MIN. LOAD BRG. CAPACITY OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR. 2#S's CONT. TOP AND BOTTOM (LAP 25" AND BEND 25" CORNERS) NOTE: F SCALE: 3 ,/4" =1'- ELD DETERMINE MONOLITHIC SLAB STEPPING. tiYy�n;otg cw 4.4 tits txM) b.., E. rea" 14.4 0 EU • 4, 04 4"4 o Residential No. 28372 PROFESSIONAL SHEET OF 9 COPYRIGHT © 2012 Ca�r�cn .D� „ian� Z LOZ n 1HO18J.dO0 CID 17) n 0 z SONIIOOd NMOO ONIOHONV NMOa •SNOIIVGNf1Od T1VM IN31S CINV 3IH1110NOW HIO 01 SJIlddV 1IY13a 3V4VS '2 *WINO S3SOddld SI NMOHS 3c1A41 NOIIVONri d 'Z 'NIIN «9 38 ISnIN HIa1M NOLLVaNf1Od ' (NoIIvaNnOi 11VM.IN3IS NI C1 d1n ' ! 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L NYHI bLV]O STIVM a0:1 N21SAS 11VMdVHS I:1001.d lVOId,U. M2IA b1011:131N1 13NVd 31VMdV3HS lVOId .1 NMOHS SV anis Ql a30b'3H IV Sdt/?il.S 17Zb1S-1 NQSdWIS (Z) .r: 9 -11V130 'd3d 'SO3dS '.fN`IN d3d Sy 11V1SNI '1fN ONV d3HS 'M /M 1108-00 C13a 3d H1--` l „ , „ 0° ,Z 01 .0-4L N33M138 H1OIM NI NMOHS 111VMdV3HS- 13NVd 11VMIV3HS Id, 1 JO M3U1 dOld31 3 dOd £ 11Y130 33N3d3,338 • HOV3 el ad C NIOYdS XVV1 „9L dOd O3t11103d Sy 1108 80H NV 04,8 ONY anis - 1V31I83A Gab „t0-,Z NVH1 ela/V380 SI 11VM 1' 3HS JO H1GIM dI •Z 3ZIS anis 11VM HOIVW 01 0NIVVVd3 XZ ' I. (DNIN3d0 St/ 11dMei' • WO1108 lb' TiIS xZ (G) ondS ONIH1b3HS IV :7NI001216 xZ (Z) 30IS HOV3 1d01l83/t XZ (Z) d01 lb' 830b'3H xZ (Z) HIC1IM 0NIN3d0 S31NdA 3dJ.1 ONV 3ZIS) NMOHS S ?!3A0 Sf10f1NIlNQo 1A1b'38 a30`d3H (d.u) NMOHS S'd anis 0i el3a2:1I0/111t/38 e1313W1213d IV Sdb'el1.S *Zb'1.51 NOSdWIS (Z) - (i) (9 11d13a .�3b) ONIH.Lb'3HS 801831X3 (d±) NMOHS S`d anis al 2d3ab3H IV Sdb'ZI1S bZt/1Sl NOSdWIS (Z) (au) (2 11V13G J3e1) ONIH1ti3H5 elOIb31X3 „E;� - 13NVd 11VMdd3HS 1V3Id l (a.u) NMOHS Sd Qf11S Ql 2:130`d3H IV Sdb'a1S tiZbAS1 NOSdWIS (Z) 1) ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE FOLLOWING: (A) INTERNATIONAL STANDARD FOR BUILDING CODE - RESIDENTIAL (E3) CONSTRUCTION (SSTD-1 0-99) (C) ��MIDLY FRAME DWELLINGS (1995 �I SBC HIGH-WIND FOR EDNTION)D TWO 2) DESIGN CRITERIA: ROOF LIVE LOAD - •�-~ -- 20 PSF FLOOR LIVE LOAD --- 40 PSF WIND LOAD PER IRC 2000 (A) BASIC WIND SPEED (3- SECOND GUST) 120 MPH (B) EXPOSURE C WINDOWS, GLASS DOORS, & SKYLIGHTS SHALL BE APPROVED AND 3) � AND POSITIVE INSTALLED TO COMPLY WITH BOTH NEGATIVE PRESSURES AS REQUIRED BY SSTD 10-99. DOCUMENTATION OF COMPLIANCE SHALL BE AVAILABLE ON SITE FOR EACH WINDOW, DOOR OR SKYLIGHT AT THE FRAMING INSPECTION. (SSTD TABLE 602A1, 602A2, 602A3) DOORS, RS WINDOWS, OR SKYLIGHTS 4) IF APPROVED 0 , ARE NOT USED, THEN WOOD STRUCTURAL PANELS MUST BE PROVIDED FOR E ACH OPENING. PANELS WILL HAVE A MINIMUM THICKNESS OF 7/16 INCHES AND A MAXIMUM SPAN OF 8 FEET. PANELS MUST BE PRECUT TO SIZE NUMBERED SO THAT HARDWARE PROVIDED AND WITH ATTACHMENT A HOMEOWNER WILL BE ABLE TO IDENTIFY THE PROPER L OCATION FOR EACH PANEL. (IRO 301.2.1.2. AND SSTD 604) TYPICAL EXTERIOR SHEATHING PANEL (REF. DETAIL AT RIGHT FOR TYPICAL EXTERIOR SHEATHING NAILING PATTERN) SECOND FLOOR JOIST FRAMING BEHIND (VERTICAL STUD WALLS BEHIND NOT SHOWN FOR CLARITY) f ---10d NAILS AR 12" VERTICAL SPACING AT INTERIOR STUD (TYP) CONTINUOUS SHEATHING AT TOP OF FRAMED OPENING_ (INSTALL HORIZONTAL \ OR VERTICAL AS REQUIRED) 2 ROWS OF 10d NAILS AT 4" HORIZONTAL SPACING AT TOP PLATE (REF. DETAIL FOR NAILING PATTERN) -STUD WALL FRAMING USE CONTINUOUS — SHEATHING OVER SECOND FLOOR FRAMING KING STUDS AS REQUIRED .HEADER AS REQUIRED 10d NAILS AT 4 "- HORIZONTAL SPACING AT EACH END OF EXTERIOR SHEATHING AT PANEL SPLICE (PROVIDE 2x BLOCKING AS REQUIRED) j r 0 JACK STUDS AS REQUIRED (FASTEN TO KING STUD WITH 1Od NAILS 12" O.C. XPOSURE Q * �SU1�E � * INCLUDING ISLANDS INCLUDING , I.�,AN� AND WATER MARSH PROP RTY ON Y FRONT PROPERTY MEAN ROOF 5 ZONE (4) ZONE (} ZONE (4} ZONE � } DP 35 DP 45 DP 40 DP 50 20' DP 35 DP 45 DP 45 DP .I DP 35 DP 45 DP 45 DP 55 30' DP 35 DP 45 DP 50 DP 35' DP 35 DP 45 DP 50 DP 60 40' DP 40 DP 45 DP 50 DP 65 4 ' DP 40 DP 50 DP 5 DP 65 50' DP 65 40 DP 50 D' 55 STAGGER JOINTS HORIZONTALLY EXTERIOR- SHEATHING 2 ROWS OF 1Od NAILS --- AT 4" HORIZONTAL SPACING AT BOTTOM PLATE (REF. DETAIL FOR NAILING PATTERN) ALTERNATE METHOD: INSTALL " BEAD LIQUID NAILS "SUBFLt }RS" ADHESIVE (PRODUCT NUMBERS LN -602 AND LN -x902) AT ALL 2 ROW NAILING PATTERN LOCATIONS W/ SINGLE ROW 1Od COMMON NAILS 0 6" MAX HORIZONTAL SPACING ( BLEED OUT FROM ADHESIVE BEAD MUST BE VISIBLE FOR INSPECTION) TYPICAL IN T�LtLUQN PATTERN TYPE Iwi%A INSTALLAIM AROUND OPENINGS. FOOT (PSF) IN POUNDS/SQUARE N PRESSURE (DP) VALUES ARE LISTED 1. DESIGN HALFWAY UP THE ROOF ROOF HEIGHT AND IS MEASURED FROM GRADE TO HALE 2. h MEAN F THE BUILDING A DISTANCE LENGTH OF ZONE (5) LOCATED AT THE CORNERS 3. � L OF THE FOLLOWING CRITERIA: A. THE SMALLER OF THE FOLLOWING: i. 1 0% OF THE LEAST HORIZONTAL DIMENSION ii. OR; 4h T NOT LESS THAN THE LARGER OF EITHER OF THE FOLLOWING: B. BU . 4% OF THE LEAST HORIZONTAL DIME NSION i 1. OR; 3 FEET N Si 1. NAILING PATTERN SPECIFIED IS DESIGNED TO TRANSFER UPLIFT FORCES TO FOUNDATION AND NO ADDITIONAL STRAPPING 15 REQUIRED AROUND THE WINDOW OPENINGS. INSTALLED R AL OR HORIZONTAL EXCEPT AT FLOOR LINES IN MULTI- -STORY BUILDINGS WHERE FULL HEIGHT SHEATHING MUST BE INSTALLED 2,SI- E,A�ING MAY BE V� TIC � VERTICAL WIN 24" MIN ABOVE AND BELOW TIE FLOOR LINE. 3•MINIMUM SHEATHING SECTION AT ROOF AND z OUNDATION TO BE 48". MINIMUM SHEATHING SECTION AT ALL OTHER LOCATIONS TO BE 24 ". GO -BOLT 3x3 PLATE WASHER AND NUT. ZINC PLATED - YELLOW CHROMATED. DOUBLE 2x MINIMUM FOR HEADER /I OR BEAM (REF PLAN FOR SPECIFIC SIDE) NOT TO SCALE --CEILING JOIST (REF PLAN FOR SIZE AND SPACING) DESIGN CRITERIA 20(}6 INTERNATIONAL CODE PARTITIONS FIXED EQUIPMENT FINISHES 20 PSF ACTUAL WEIGHT ACTUAL WEIGHT -DOUBLE 2x MINIMUM FOR HEADER OR BEAM (REF PLAN FOR SPECIFIC SIZE) CDX PLYWOOD OR OSB WALL SHEATHING (SEE ARCH. WALL SECTIONS) 2. FLOOR LIVE LOADS: 3 ROOF DEAD LOAD: 4• ROOF LIVE LOADS: 5 WIND LOAD: 3 SECOND GUST WIND SPEED (FIG, 1609) EQUIVALENT BASIC WIND SPEED LIVING ROOMS SLEEPING ROOMS ATTIC W/ STORAGE ATTIC W/0 STORAGE DECKS BALCONIES GUARDRAILS & HANt 40 PSF 30 PSF 20 PSF 10 PSF 40 PSF 60 PSF AILS 200# XO P.T. S.Y.P. WOOD COLUMN (OPTIONAL 8X8 P.T. S.Y.P. WOOD COLUMN) ROOFING DECKING INSULATION HANGING & MISC. FRAMING CEILING FIXED EQUIPMENT 2.0 PSF 2.0 PSF 6.0 PSF 9.0 PSF 5.0 PSF 5.0 PSF ACTUAL WEIGHT ROOF FRAMING NOT SHOWN FOR CLARITY. ALL RAFTERS MUST BE ATTACHED TO HEADER OR BEAM WITH SIMPSON H2.5A MIN UNLESS NOTED OTHERWISE. TRIBUTARY AREA: 0 TO 200 SF 201 TO 600 SF LIVE LOAD: 20 PSF Lr =20xR1 R1 = 1.2 0.001 At (400 SF PSF) 12 PSF 130 MPH 110 MPH STAB. 16093.1) ROOF NET UPLIFT = 20 PSF NAJLS AT 12''0.x. SPACIN END OF SHEATHING ICES (PROVIDE 2X iNG AS RE RED) AT 12 "0.c. AT INTERIOR RAFTER ". "O GO-BOLT ALL - THREADED ROD w/ MIN. EMBED INTO FOUNDATION INSTALL AS PER MANUF. SPECS. SIMPSON ABU68 (USE SIMPSON ABU88 W/ (2) i ANCHOR BOLTS FOR 8X8 COLUMN) 6. SEISMIC CRITERIA: (2006 IBC — SECT, 1615) SITE CLASSIFICATION: SITE CLASS "D' AVERAGE "Ns VALUES: BETWEEN 15 TO 50 SPECTRAL RESPONSE ACCELERATION: Ss = 1.0, S1 = 0.3 SITE COEFFICIENT VALUES: Fa = 1 * 1 F,„ = 1.8 MIN EMBED 100% BASIC STRESS 133% BASIC STRESS 133% BASIC STRESS WALL AND ROOF SHEATHING WILL BE NAILED WITH 8d NAILS (TVSTED SHANK) 3 "o /c AROUND EDGES AND 6 "o /c IN FIELD PROVIDE SHEATHING SPLICES OVER BLOCKING OR FRAMING THE SHEATHING MAY BE PLACED EITHER HORIZONTALLY OR VERTICALLY SHEATHING NAILI \G FATTERN NOT TO SCALE LL NOTE: . ` RATTERS E:EC c ED IS DES E 0 TRANS::: FOPE : :NDATI O g"93 A307 THREADED ROD w/ 6" MIN. EMBED INTO FOUNDATION Wf SIMPSON ACRYLIC-TIE ADHESIVE REF. FOUNDATION PLAN FOR FOUNDATION TYPE REF. FOUNDATION PLAN FOR FOUNDATION TYPE OLLkMN N ANCHOR COPYRIGHT © 2012 584v^`wJ1,9.%i DP XPOSURE Q * �SU1�E � * INCLUDING ISLANDS INCLUDING , I.�,AN� AND WATER MARSH PROP RTY ON Y FRONT PROPERTY MEAN ROOF 5 ZONE (4) ZONE (} ZONE (4} ZONE � } DP 35 DP 45 DP 40 DP 50 20' DP 35 DP 45 DP 45 DP .I DP 35 DP 45 DP 45 DP 55 30' DP 35 DP 45 DP 50 DP 35' DP 35 DP 45 DP 50 DP 60 40' DP 40 DP 45 DP 50 DP 65 4 ' DP 40 DP 50 DP 5 DP 65 50' DP 65 40 DP 50 D' 55 STAGGER JOINTS HORIZONTALLY EXTERIOR- SHEATHING 2 ROWS OF 1Od NAILS --- AT 4" HORIZONTAL SPACING AT BOTTOM PLATE (REF. DETAIL FOR NAILING PATTERN) ALTERNATE METHOD: INSTALL " BEAD LIQUID NAILS "SUBFLt }RS" ADHESIVE (PRODUCT NUMBERS LN -602 AND LN -x902) AT ALL 2 ROW NAILING PATTERN LOCATIONS W/ SINGLE ROW 1Od COMMON NAILS 0 6" MAX HORIZONTAL SPACING ( BLEED OUT FROM ADHESIVE BEAD MUST BE VISIBLE FOR INSPECTION) TYPICAL IN T�LtLUQN PATTERN TYPE Iwi%A INSTALLAIM AROUND OPENINGS. FOOT (PSF) IN POUNDS/SQUARE N PRESSURE (DP) VALUES ARE LISTED 1. DESIGN HALFWAY UP THE ROOF ROOF HEIGHT AND IS MEASURED FROM GRADE TO HALE 2. h MEAN F THE BUILDING A DISTANCE LENGTH OF ZONE (5) LOCATED AT THE CORNERS 3. � L OF THE FOLLOWING CRITERIA: A. THE SMALLER OF THE FOLLOWING: i. 1 0% OF THE LEAST HORIZONTAL DIMENSION ii. OR; 4h T NOT LESS THAN THE LARGER OF EITHER OF THE FOLLOWING: B. BU . 4% OF THE LEAST HORIZONTAL DIME NSION i 1. OR; 3 FEET N Si 1. NAILING PATTERN SPECIFIED IS DESIGNED TO TRANSFER UPLIFT FORCES TO FOUNDATION AND NO ADDITIONAL STRAPPING 15 REQUIRED AROUND THE WINDOW OPENINGS. INSTALLED R AL OR HORIZONTAL EXCEPT AT FLOOR LINES IN MULTI- -STORY BUILDINGS WHERE FULL HEIGHT SHEATHING MUST BE INSTALLED 2,SI- E,A�ING MAY BE V� TIC � VERTICAL WIN 24" MIN ABOVE AND BELOW TIE FLOOR LINE. 3•MINIMUM SHEATHING SECTION AT ROOF AND z OUNDATION TO BE 48". MINIMUM SHEATHING SECTION AT ALL OTHER LOCATIONS TO BE 24 ". GO -BOLT 3x3 PLATE WASHER AND NUT. ZINC PLATED - YELLOW CHROMATED. DOUBLE 2x MINIMUM FOR HEADER /I OR BEAM (REF PLAN FOR SPECIFIC SIDE) NOT TO SCALE --CEILING JOIST (REF PLAN FOR SIZE AND SPACING) DESIGN CRITERIA 20(}6 INTERNATIONAL CODE PARTITIONS FIXED EQUIPMENT FINISHES 20 PSF ACTUAL WEIGHT ACTUAL WEIGHT -DOUBLE 2x MINIMUM FOR HEADER OR BEAM (REF PLAN FOR SPECIFIC SIZE) CDX PLYWOOD OR OSB WALL SHEATHING (SEE ARCH. WALL SECTIONS) 2. FLOOR LIVE LOADS: 3 ROOF DEAD LOAD: 4• ROOF LIVE LOADS: 5 WIND LOAD: 3 SECOND GUST WIND SPEED (FIG, 1609) EQUIVALENT BASIC WIND SPEED LIVING ROOMS SLEEPING ROOMS ATTIC W/ STORAGE ATTIC W/0 STORAGE DECKS BALCONIES GUARDRAILS & HANt 40 PSF 30 PSF 20 PSF 10 PSF 40 PSF 60 PSF AILS 200# XO P.T. S.Y.P. WOOD COLUMN (OPTIONAL 8X8 P.T. S.Y.P. WOOD COLUMN) ROOFING DECKING INSULATION HANGING & MISC. FRAMING CEILING FIXED EQUIPMENT 2.0 PSF 2.0 PSF 6.0 PSF 9.0 PSF 5.0 PSF 5.0 PSF ACTUAL WEIGHT ROOF FRAMING NOT SHOWN FOR CLARITY. ALL RAFTERS MUST BE ATTACHED TO HEADER OR BEAM WITH SIMPSON H2.5A MIN UNLESS NOTED OTHERWISE. TRIBUTARY AREA: 0 TO 200 SF 201 TO 600 SF LIVE LOAD: 20 PSF Lr =20xR1 R1 = 1.2 0.001 At (400 SF PSF) 12 PSF 130 MPH 110 MPH STAB. 16093.1) ROOF NET UPLIFT = 20 PSF NAJLS AT 12''0.x. SPACIN END OF SHEATHING ICES (PROVIDE 2X iNG AS RE RED) AT 12 "0.c. AT INTERIOR RAFTER ". "O GO-BOLT ALL - THREADED ROD w/ MIN. EMBED INTO FOUNDATION INSTALL AS PER MANUF. SPECS. SIMPSON ABU68 (USE SIMPSON ABU88 W/ (2) i ANCHOR BOLTS FOR 8X8 COLUMN) 6. SEISMIC CRITERIA: (2006 IBC — SECT, 1615) SITE CLASSIFICATION: SITE CLASS "D' AVERAGE "Ns VALUES: BETWEEN 15 TO 50 SPECTRAL RESPONSE ACCELERATION: Ss = 1.0, S1 = 0.3 SITE COEFFICIENT VALUES: Fa = 1 * 1 F,„ = 1.8 MIN EMBED 100% BASIC STRESS 133% BASIC STRESS 133% BASIC STRESS WALL AND ROOF SHEATHING WILL BE NAILED WITH 8d NAILS (TVSTED SHANK) 3 "o /c AROUND EDGES AND 6 "o /c IN FIELD PROVIDE SHEATHING SPLICES OVER BLOCKING OR FRAMING THE SHEATHING MAY BE PLACED EITHER HORIZONTALLY OR VERTICALLY SHEATHING NAILI \G FATTERN NOT TO SCALE LL NOTE: . ` RATTERS E:EC c ED IS DES E 0 TRANS::: FOPE : :NDATI O g"93 A307 THREADED ROD w/ 6" MIN. EMBED INTO FOUNDATION Wf SIMPSON ACRYLIC-TIE ADHESIVE REF. FOUNDATION PLAN FOR FOUNDATION TYPE REF. FOUNDATION PLAN FOR FOUNDATION TYPE OLLkMN N ANCHOR COPYRIGHT © 2012 584v^`wJ1,9.%i TO LOWER o Below TO EXTERIOR LIGHTING LED UGH TING, • GARBAGE DISPOSAL f /Dw DBL.SINK S�MBOI. TYPE `YPE - SWI'CN- SINGLE °O'_E � - DUPLEX (COUNTED HEIGHT) -SWI i C`�1- T-IREE OLE �= - DUPLEX W/ GROUND FAULT (COUNTER HEIGHT) - DUPLEX OUTLET (FLT, MNT.) - RECFSSEQ INCAND. -220 OUTLET -RECD. INCAN. (VAPOR PROO; � J - DUPLEX (WATER PROOF) : -3URAC MT. INCAND. - DUPLEX ffOZ -GAR. DOOR � - R.ECESSD FAN 1 iGNT � CEILING MOUNT MX -CEILING FAN -WALL MC.�UNTED LIGHT -CNIMF PUSH �U I`I ON -WAIL BRACKET- OUTDOOR � - OPENER for GAR. DOOR - C-IANDEI.IER � -CHIME r���� -CABLE TV OUTLET - TEL`P11QNE JACK = = - NIDDffN FLUQf�. LIG�1T 1 -TELE, JACK (LR. MN T .; - DUPLEX OUTLET 3�_ - FLUOR. LIGHT t -DPUC. OUTLET (SW1TCrD) � - BF�EAKffR PANEL -JUNCTION 60X �DETECTOR A - RECESSED WALL WAIN Q TRMOSTAT NOTES: 1. ALL TYPICAL ELECTRICAL RECEPTACLES TO BE PLACED 18" MAX. ABOVE FIN. FLOOR. 2. MINIMUM 12 GAUGE ELECTRICAL WIRING. USE ONLY TELEPHONE COMPANY PHONE LINES. COORDINATE SEPARATE PHONE FOR FAX & SPECIAL PURPOSES W/OWNER. 3. PROVIDE ELEC./BATTERY BACK-UP SMOKE DETECTORS. LOCATE AS DIRECTED, SEE PLANS. 4. PROVIDE ELECTRICITY TO ALL EQUIPMENT, FIXTURES, ETC. NOT SPECIFICALLY NOTED OR SHOWN. S. ALL ELECTRICAL WORK SHALL CONFORM TO ALL LOCAL, STATE, AND FEDERAL CODES INCLUDING THE CURRENT EDITION OF THE STANDARD ELECTRICAL CODE. 6. CONTRACTOR SHALL COORDINATE WITH SOUND AND LOW-VOLTAGE CONTRACTOR FOR SET -UP AND LOCATION OF SOUND STATIONS AND CONTROLS. 7. CONTRACTOR SHALL COORDINATE WITH CABINET CONTRACTOR FOR ALL ELECTRICAL POWER REQUIREMENTS. 8. UNDER COUNTER AND OVER CABINET LICHTING TO BE COORDINATED WITH CABINET CONTRACTOR'S DRAWINGS AND SPECS. 9.CONTRACTOR WILL BE RESPONSIBLE TO INSTALL ALL APPLIANCES AND COORDINATE WITH CABINET CONTRACTOR FOR THE SAME. 10. ALL ELECTRICAL RECEPTACLES OM LOWER LEVEL TO BE GROUND FAULT. 11. ALL BRANCH CIRCUITS IN BEDROOMS SHALL HAVE ARC-FAULT PROTECTION IN ACCORDANCE WITH IRC 2008 E3802.12. 12, ALL ELECTRICAL TO BE ABOVE FEMA FLOOD PLAIN ELEV. AS PER CURRENT CODE. COPYRIGHT © 2012 ` 9a` ti5'r'A:�ti..I,WSt�!.VkSR�s'at�4 imi\irr ...,.■■ TYBEE ISLAND Location, Plan SANITARY STUBOUT P.' \ 4-0006-11-022 PROJECT ADDRESS : 0 th Street TOTAL SITE SIZE : 0. I 7 AC ESTIMATED DISTURBED AREA : 0.09 AC ZONING : R-2 OWNER : Jim Brown ADDRESS : P.O. Box 554 Tybee Island, Georgia 31328 2-544-3503 N "AE" ZONE ) HAVE THE FINISHED FLOOR SET A MINIMUM Of AFTL C(2)LP: ZONES AL -0 HAVE THE LOWEST HORIZONTAL STRUCTURAL IMO I ' ABOVE FLOOD. It ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, -HER EQUIPMENT TO BE A MINIMUM OF I ' ABOVE FLOOD. j'KED IN "AE" ZONES AND ARE TO HAVE I SQUARE INCH / AN AREA WITH A MINIMUM ROUND OPENING OF 3, A WITH OPENINGS EVENLY SPACED AROUND );PEN''',G SHALL BE I 2" OR LESS ABOVE ADJACENT T WORK AND FINISHED FLOOR ELEVATIONS WITH NS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER flt'.1A MAP NOTES : 7-H5 DEVELOPMENT , K. M . COM M .-° 2008. 2 ZONE - A MINIMUM , TI-115 SIT 5 E1 : *,'INIMAL ZONING AREA "At- I I" ACCORDING TO EK I 3051 CO2 I 3 f, MAP REVISED SEPTEMBER ND 15 LOCATED WITHIN THE I 00 YEAR FLOOD I 1 .0 hAS BEEN SET. ENT OF u 1 2 TURAL_ _ LINE /201 7 LEGEND ITEM !UTILITIES PROTECTIEN CENTER 1-800-282-7411 TOF0 A070,R1I5 TO COORDINATE ALL GAS, LlG PHONE, CABLE AND ANY OTHER REQ-:R WITH THE APPROPRIATE UTILITY AGENCIE:5, CONTRACTOR IS RES STING UTILITIES FI )NSTRUCTION ACT SAME. ANY DAMAGE REPAIRED AT ThE EXPE 3. CONTRACTOR C,C INITh THE OWNER, ALLTT GVEN TO THE OWNER CONTRACTOR. NSIBLE FOR LOCATING ALL '0 COMMENCING OF .3: AND FOR AVOIDING CONFLICT TO EXISTING UTILITIES :SHALL ISE OF THE CONTRACTOR,. 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO DE COORDINATED WITH THE CITY Of TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST DE OBTAINED FROM THE CITY Of TYBEE ISLAND F'RIOR TO COMMENCEMENT Of ANY WORK WITHIN RIGI1T-Of-WAY. AT ALL DEMOLITFON WORK 10T TO BE RELOCATED OR :OME THE PROPER:7r' Off THE DRAWING NUMBER TING INFORMATRON S':::...)PPLIED BY BARE-7 SURVEYING, ON MAY BE OBTAINED BY THE SURVEYOR. HAVE BEEN SUPPLIED BY THE SURVEYOR. 3. BUIDING SE- SA 5. (REMOVE ALL TREES CONSTRUCTION. 6. PREVENT DAMAGE - X TREES TO BE :K..E.MOVEE ESSARY FOR PROF 7:7;D TREES WHERE '75,51E3LE. If THE C9 13E EXPEJ---t-7, NThF--L. REPORT -77-f TO COMPE',5,..: KEQUIRED 7.7 9K CONFLICT, REASCk.‘:-'3LY ER.ROR. )15CREPN.,: CONFL :1NSTR 1ON STAK -ND FAILS - '5TRUC- 9N, HE Slit,- • ,OT BE EXFfASE INCURK.t7 - 'HIMO CAUef DF SAID EF; SCALE: 1" = 10' 1 OF 6 SHEETS DRIVE TO BE CON5TKUCTED Off l'ERMEADLE MATERA3 AND E5E 25 WIDE (max,) AT K.O.W. LINE A FEK CITY OF TY15EE I5LAND TD TD 5.50 ROC) PLAN U Cf) I I I CD 0 STREAM BUFFER ENCROACHMENT NOTES SPECIAL OWNER REQUIREMENT NOTE : /, TI—IE TOP 05 PARKING SLAB ELEVATION Sfr BY Tt—IE OWNER AND Tt-1ERFOR AS A RESULT THE DRIVEWAY ALSO SET 5Y 77-1E OWNER. 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 BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. I I I cD Cf") 0 oJ 2 AE AND VE ZONE NOTES : I . BUILDINGS IN "AE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A MINIMUM -F /DOVE FLOOD. ILLIAIG5 IN "I/ Eu ZONES ARE TO 1-1AF TIE LOWEST 1-10RIZONTAL 'TR.L1rITURIAL. ME1:5ER SET A MINIMUM OF I ABOVE FLOOD. 3. (5UILDINGS AF AND :VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, ;VAC, :DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I' ABOVE FLOOD. / / / / / / / / / 11 11/1// / / / /:// /// / / / //7 / / //)- ,-)* / / / // // // / / / / / / / / / / / / / / / / ...7,., / / / / / / / / /•_U) 1 / / / / / / / / / / , / / / / / / / / i\ / 1 1 / // //, /1 / / / / / / / / / / •/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 7,,7 / / / -.)- / / / / / / / i/ / // / / / / / // / / / / / / oz / / // // c / / // / / // / / / / / / / / // ; I I // / / / / • / / / / / /-7\/__ / \ / 7\ _ / / / / / /0" / / / / / / / / / / / / / / / / ' / / / / / / / / / / / / / ,:-1// / / / / / / / / / / / / / / / / / / / / / ,/-J i // / 1 / / 0" / / / / / / / / / / / / / / / N/ / / / '4*. / / 1 / / / / / / / / / rp- / / / -> / 4 / , // /1 / / / / / / / / / / / /\ / / / / / / / / / / / / / / / / / N / / /// // / -",/<//// ,/...//../;0 //:///,/2// 1 /" / /://E/D 1:/....... j... . in, .; : :: 7/ "/ / .//// / / )// , /// I. //, / ,/ /// ii i // / i / / / / / /„....,,,,-- / / / / / / / / _—/ / / / / / / / / / / / / / / // // / // / / / / / / / A. / /0 / / / // / / / / / / / / / / / / / / / / / / / / / z / / / / / / / / / / ... :... / / / VERIFY FOUNDATION CONSTRUCTION MTh ARChi. PLANS 4. FLOOD VENTS ARE REQUIRED IN "AE" ZONES AND ARE TO HAVE I SQUARE INCH I SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE I 2" OR LESS ABOVE ADJACENT GRADE. 5. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER CODE. 2. THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT DE FORSEEN TO ALLOW FOR PROPER DRAINAGE. Uc.Y1IDPOUTD TO 014gig*******FF CHECKED DATE: April 22, 2013 1 I I 6 z m o -' ci- , r u-) (n 0 LiI ___J < o (f) z m < cr DESIGNED ii 4. C 1177ALL Thf PROJECT WILL BE DICTATED BY EXISTING CONDITIONS THE CITY OF TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS. GENERAL SUIWNG INFORMATION NOTES: 2. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCES. 3. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS. LEGEND NOTES: I . CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. ITEM XL STING TOPO 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF ONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. CONTOURS DRAINAGE 'PLOW ARROWS 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK .4TH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE CONTRACTOR. EIORGIA DEPA V T OF NATU RE_-SOURCES JURISD CT CNA AS DELVATED ON 12// TOP OF PARKING SLAB 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. DO NOT ABANDON UTILITIES IN PLACE. REMOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION. 'INTACT A MINIMUM Dr 72 HOURS PRIOR TO DIGGING C. PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. TREES TO BE REMOVED. EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO ANAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. TRAFFIC AND RIGHT-OF-WAY NOTES: I . ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. PROPOSED SITE PLAN EASING — GRADE FINISHED GRADE Special Pre-forstruction Note : Contractor to ,,teril'Ay all existing and proposed structure, locz3t7ors ("drainage, sanitary, etc„ tops and dept,:ns U o ordering materials or beginning constrxtIon, FEMA MAP NOTES : UTILITIES PROTECTION CENTER 1-800-282-7411 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY Of TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT-OF-WAY. VARIES VARIES I DEVELOPMENT IS WITHIN MINIMAL ZONING AREA: / "ACC:ORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 305 CO2 I 3 F MAP REVISED *SEPTEMBER 26, 2005. 2. THIS SITEI3 IN ZONEnAf- I AND 15 LOCA.= EV4Th'IN Thf /00 ZONE - A MINIMUM fLEV/ATION OF I I .0 HAS SEEN atr. 3. CONTRACTORS TO VfRhfl< FEMA ELEVATION:5 PRIOR. ANY CONSTRUCT ON ACTIVITIEo. DRAWING NUMBER SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONA5LY FE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION :STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED. TO BE RE-CONSTRUCTED .BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. SCALE: " = 10' 2 OF 6 SHEETS " 1 6 0 ' 2 " R e P I A D s J D 5 2 \ d 1 , c o " o ' c S A N I T A R Y S T U B O U T 1 / 2 " R . B . F . 0 ' 0 8 S _ �� s / 2 1 " C E D A R / / / S O I L E R O S I O N A N D S E D I M E N T C O N T R O L P L A N - P H A S E 1 1 " = 1 1 1 1 1 1 1 D u D s t D s 2 T 2 R O W S C . M . F . S T R E A M B U F F E R E N C R O A C H M E N T N O T E S N E W S T R U C T U R E S O N T H I S P R O J E C T D O N O T E N C R O A C H I N T H E 2 5 O R 5 0 F O O T S T R E A M B U F F E R . 2 . N O N - E X E M P T A C T I V I T I E S S H A L L N O T B E C O N D U C T E D W I T H I N T H E 2 5 O R 5 0 F O O T S T R E A M B U F F E R A S M E A S U R E D F R O M T H E P O I N T O F W R E S T E D V E G E T A T I O N W I T H O U T F 1 R S T O B T A I N I N G T H E N E C E S S A R Y V A R I A N C E S A N D P E R M I T S . t P C I A R H 0 E S O R C i z ` I V J R E 1 L B M P R E M O V A L N O T E 1 . R E T R O F I T S , P E R I M E T E R S I L T F E N C E A N D C O N S T R U C T I O N E X I T T O B E L E F T I N P L A C E U N T I L F I N A L S T A B I L I Z A T I O N H A S O C C U R E D . E r o s i o n a n d S e d i m e n t C o n t r o l P h a s i n g I n i t i a ! P h a s e ( P h a s e 1 ) 1 . T h i s p h a s e s h a l l i n c l u d e S i l t f e n c i n g a n d c o n s t r u c t i o n e x i t s a n d s e d i m e n t a n d d e t e n t i o n p o n d s t o b e i n s t a l l e d p r i o r t o a n d l a n d d i s t u r b i n g a c t i v i t i e s t o p r e v e n t s e d i m e n t f r o m l e a v i n g t h e s i t e . I n t e r m e d i a t e P h a s e ( P h a s e 1 1 ) 7 . T h i s p h a s e s h a l l i n c l u d e c o n s t r u c t i o n o f a n y o u t l e t s t r u c t u r e s , r e t r o f i t s , c h e c k d a m s , i n l e t s p r o t e c t i o n a n d t e m p o r a r y g r a s s i n g . F 7 n a ! P h a s e ( P h a s e I I I ) 1 . T h i s p h a s e s h a l l i n c l u d e o u t f a l l p r o t e c t i o n , a n y r e v i s e d i n l e t p r o t e c t i o n a n d a n y o t h e r p e r m a n e n t d e v i c e s . S O I L E R O S I O N L E G E N D T E M P O R A R Y S E D I M E N T B A R R I E R T E M P O R A R Y H A Y B A L E S C O N S T R U C T I O N E X I T M U L C H I N G D I S T I I R B E D A R E A S T A B I L I Z A T I O N W I T H T E M P O R A R Y S E E D I N G D I S T U R B E D A R E A S T A B I U Z A T I O N W I T H P E R M A N E N T S E E D I N G D I S T U R B E D A R E A S T A B I L I Z A T I O N W I T H S O D D I N G C H E C K D A M S T O R M D R A I N A G E O U T L E T P R O T E C T I O N I N L E T S E D I M E N T T R A P S E D I M E N T T R A P G E O T E X T I L E C H A N N E L S T A B I U Z A T I O N V E G A T A T I O N R O C K R I P - R A P C O N C R E T E L E V E L S P R E A D E R R E T R O F I T D U S T C O N T R O L S d l H b D e l D e 2 D e 4 d - S m S d 2 S d 3 4 E ) ( g o D u S P E C I A L S O I L E R O S I O N P R E V E N T I O N N O T E S : 1 . T h e s t a t e o f G e o r g i a r e q u i r e s t h a t t h e i n i t i a ! s o i l e r o s i o n p r e v e n t i o n m e a s u r e s s h a l l b e i n s p e c t e d b y t h e d e s i g n e r w i t h i n 7 d a y s a f t e r i n s t a l l a t i o n . 2 . I t i s t h e r e s p o n s i b i l i t y o f t h e c o n t r a c t o r t o n o t i f y t h e s o i l e r o s i o n p r e v e n t i o n p l a n d e s i g n e r w i t h i n 7 d a y s a f t e r t h e i n i t i a l s o i l e r o s i o n m e a s u r e s a r e i n p l a c e f o r i n s p e c t i o n . 3 . S o i l e r o s i o n p r e v e n t i o n p l a n s s h a l l b e k e p t c u r r e n t a n d o n s i t e o r r e a d i l y a c c e s s i b l e a t a l l t u n e s d u r i n g t h e d u r a t i o n o f t h e p r o j e c t u n t i l a f t e r f i n a l s t a b i l i z a t i o n h a s o c c u r r e d . 4 . P r i m a r y p e r m i t t e e u s t p r o v i d e a c o p y o f t h e s o i l e r o s i o n p r e v e n t i o n p l a n s t o e a c h s e c o n d a r y p e r m i t t e e . 5 . C o n t r a c t o r i s t o k e e p a r e c o r d o f h i s i n s p e c t i o n s o f t h e s o i l e r o s i o n c o n t r o l m e a s u r e s t o i n c l u d e a t l e a s t t h e f o l l o w i n g : a . d a t e a n d s c o p e o f t h e i n s p e c t i o n b . n a m e o f p e r s o n p e r f o r m i n g i n s p e c t i o n c . m r j o r o b s e r v a t i o n s ( i n c l u d i n g n o n c o m p l i a n c e i n c i d e n t s ) i n s p e c t i o n r e p o r t s a r e t o b e k e p t c u r r e n t a n d o n s i t e o r r e a d i l y a c c e s s i b l e a t a l l t i m e s d u r i n g t h e d u r a t i o n o f t h e p r o j e c t u n t i l a f t e r f i n a l s t a b i l i z a t i o n h a s o c c u r r e d . 6 . S a m p l i n g o f t h e o u t f a l l i s t h e r e s p o n s i b i l i t y o f t h e p r i m a r y p e r m i t t e e a n d s a m p l i n g r e q u i r e m e n t s a r e t o b e a s p e r t h e N P D E S g e n e r a l p e r m i t . 7 . S i l t f e n c i n g i s t o r e m a i n i n p l a c e u n t i l f i n a l s t a b i l i a z a t i o n . 8 . W a s t e m a t e r i a l s s h a l l n o t b e d i s c h a r g e d t o s t a t e w a t e r s e x c e p t a s a u t h o r i z e d b y a s e c t i o n 4 0 4 p e r m i t . g . T h e s e E S & P C p a r e l a n s i n c o m p l i a n c e w i t h w a s t e d i s p o s a l , s a n i t a r y p s e w e r a n d s e p t i c t a n k r e g u l a t i o n s . 1 0 . G r e a t c a r e s h a l l b e t o k e n t o p r e v e n t o i l s p i l l s a n d l e a k s . I n t h e e v e n t t h a t a s e l l s h a l l o c c u r , s t o p t h e s p i l l s o u r c e i m m e d i a t e l y a n d i m p l e m e n t B M P ' s a n d c l e a n - u p f o r t h e s p i l l . E T L A N O S N O T E : A L L W E T L A N D S A R E J N D E R J U R I S D I C T I O N O F T H E C O R P S O F E N G I N E E R S A N D / O R S T A T L O F G E O R G I A D E P A R T M E N T O F N A T U R A L R E S O U R C E S . L O T D N " E I S A N D T H E D E V E L O P E R A R E S U B J E C T T O P E N A L T Y B Y L A W F O R D I S T U R B A N C E T O T H E S E P R O T E C T E D A R E A S W I T H O U T P R O P E R P E R M I T A P P L I C A T I O N S A N D A P P R O V A L . S P E C I A L C O N S T R U C T I O N N O T E : I F T H E C O N T R A C T O R K N O W S O R C A N R E A S O N A B L Y B E E X P E C T E D T O H A V E K N O W N O F A N E R R O R , D I S C R E P A N C Y O R C O N F L I C T I N T H E P L A N S , S P E C I F I C A T I O N S O R C O N S T R U C T I O N S T A K I N G A N D F A I L S T O R E P O R T T H E P R O B L E M P R I O R T O C O N S T R U C T I O N , H E S H A L L N O T B E E N T I T L E D T O C O M P E N S A T I O N F O R A N Y W O R K O R E X P E N S E I N C U R R E D B Y H I M F O R W O R K R E Q U I R E D T O B E R E C O N S T R U C T E D B E C A U S E O F S A I D E R R O R , D I S C R E P A N C Y O R C O N F L I C T . L E V E L I I C E R T I F I C A T I O N N 0 . 2 1 0 4 I S S U E D > 1 - 5 - 0 5 E X P I R E S 1 1 - 5 - 1 4 S C A L E : 1 " = 1 0 ' 1 0 ' 2 0 ' 2 z 0 0 w w 1 1 - 1 w ~ < C O Q W O ) < V r C D ( f ) ( r ) N 1 1 1 z ( - 1 ) 0 z D 1 �� 1 ( f ) 0 1 C O E L L S O U T H . N E T M ) C N O z b Q N N 0 Q Q 0 O z m O ' C D W w - 0 w w z �� o �� O p W U 0 m z I 2 W w z m > - - 1 - C O N T A C T A M I N I M U M O F 7 2 H O U R S P R I O R T O D I G G I N G p R O T E C 7 7 0 , v 6 0 U T I L I T I E S P R O T E C T I O N C E N T E R 1 - 8 0 0 - 2 8 2 - 7 4 1 1 O R G 1 S T f N o . 2 8 3 7 2 P R O F E S S I O N A L 4 1 4 " � , . F ��V D R A W I N G N U M B E R E O N 3 O F 6 S H E E T S SOIL EROSION LEGEND TEMPORARY SEDIMENT BARRIER TEMPORARY HAY BALES CONSTRUCTION EXIT MULCHING DISTURBED AREA STABIUZATION WITH TEMPORARY SEEDING DISTURBED AREA STABIUZATION ViMil PERMANENT SEEDING DISTURBED AREA STABIUZATION WITH SODDING CHECK DAM STORM DRAINAGE OUTLET PROTECTION INLET SEDIMENT TRAP SEDIMENT TRAP GEOTEXTILE CHANNEL STABIUZATION VEGATATION ROCK RIP —RAP CONCRETE LEVEL SPREADER RETROFIT DU aT CONTROL Initial Phase (Phase I) 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to an land disturbing activities to prevent sediment from leaving the site. Intermediate Phase (Phase II) 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grossing. 1. This phase shall include outfall protection, any revised inlet protection and any other permanent devices. SPECIAL SOIL EROSION PRE EN ON NOTES : 1. The state of Georgia requires that the initial soil erosion prevention measures shall be inspected by the designer within 7 days after installation. 2. It is the responsibility of the contractor to notify the soil erosion prevention plan designer within 7 days after the initial soil erosion measures are in place for inspection. 2 ROWS 3. Soil erosion prevention plans shall be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 4. Primary permit tee must provide a copy of the soil erosion prevention plans to each secondary permittee. 5. Contractor is to keep a record of his inspections of the soil erosion control measures to include at least the following: a. date and scope of the inspection b. name of person performing inspection c. major observations (including noncompliance incidents) Inspection reports are to be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 6. Sampling of the out fall is the responsibility of the primary permittee and sampling requirements are to be as per the NPDES general permit. GE( RCIA DER!L PESO RCE AS D Y \ATbF = �l0 DCTO LL r 12 BMP REMOVAL NOTE : 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. STREAM BUFFER ENCROACHMENT NOTES 7. Silt fencing is to remain in place until final stabiliazation. 8. Waste materials shall not be discharged to state waters except as authorized by a section 404 permit. 9. These ES & PC plans are in compliance with waste disposal, sanitary sewer and septic tank regulations. CONTACT A MINIMUM OE 72 HOURS PRIOR TO DIGGING ?czar EC Tion/ 10. Great care shall be taken to prevent oil spills and leaks. In the event that a spill shall occur, stop the spill source immediately and implement BMP's and clean—up for the spill. AFORE U 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 BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. WETLANDS NOTE: ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS OF ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL. LEVEL II CERTIFICATION N0. 2104 ISSUED 17 -5 —OS EXPIRES >1 -5 -14 DRAWING NUMBER IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE— CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. SCALE: 1 " = 10' 4 of 6 SHEETS TEMPORARY SEDIMENT BARRIER TEMPORARY HAY BALES CONSTRUCTION EXIT MULCHING DISTURBED AREA STABIUZATION WITH TEMPORARY SEEDING DISTURBED AREA STABIUZATION WITH PERMANENT SEEDING DISTURBED AREA STABIUZAT1ON WITH SODDING IfilEMSIMOVE CHECK DAM INLET SEDIMENT TRAP SEDIMENT TRAP 2 ROWS GEOTVT1LE CHANNEL STABIUZATION VEGATATION ROCK RIP—RAP CONCRETE LEVEL SPREADER RETROFIT DUST CONTROL Initial Phase (Phase 1) 1. This phase shall include Silt fencing and construction exits and sediment and detention ponds to be installed prior to an] land disturbing activities to prevent sediment from leaving the site. termediate Phase (Phase 11 1. This phase shall include construction of any outlet structures, retrofits, check dams, inlets protection and temporary grassing. Final Phase (Phase 111) 1. This phase shall include outfall protection, any revised inlet protection and any other ermanent devices. SPECIAL SOIL EROSION PREVENTION NOTES : 1. The state of Georgia requires that the initial soil erosion prevention measures shall be inspected by the designer within 7 days after installation. 2. It is the responsibility of the contractor to notify the soil erosion prevention plan designer within 7 days after the initial soil erosion measures are in place for inspection. 3. Soil erosion prevention plans shall be kept current and on site or readily accessible at all time during the duration of the project until after final stabilization has occurred. BMP REMOVAL NOTE 1. RETROFITS, PERIMETER SILT FENCE AND CONSTRUCTION EXIT TO BE LEFT IN PLACE UNTIL FINAL STABILIZATION HAS OCCURED. 4. Primary permittee must provide a copy of the soil erosion prevention plans to each secondary permittee. 5. Contractor is to keep a record of his inspections of the soil erosion control measures to include at least the following: a. date and scope of the inspection b. name of person performing inspection c. major observations (including noncompliance incidents) Inspection reports are to be kept current and on site or readily accessible at all times during the duration of the project until after final stabilization has occurred. 6. Sampling of the °Wail is the responsibility of the primary permittee and sampling requirements are to be as per the NPDES general permit. 7. Silt fencing is to remain in place until final stabiliazation. 8. Waste materials shall not be discharged to state waters except as authorized by a section 404 permit. 9. These ES & PC plans are in compliance with waste disposal, sanitary sewer and septic tank regulations. 10. Great care shall be taken to prevent oil spills and leaks. In the event that a spill shall occur, stop the spill source immediately and implement BMP's and dean—up for the spill. CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTIEN CENTER 1-800-282-7411 NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT STREAM BUFFER. ALL WETLANDS ARE UNDER JURISDICTION OF THE C'ORPS OF ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS AND THE DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICA TIONS AND APPROvAL 2. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. LEVEL 11 CERTIFICATION NO. 2104 ISSUED 11-5-05 EXPIRES 11-5-14 No. 28372 rRof-EssoNAL,. DRAWING NUMBER SPECIAL CONSTRUCTION NOTE: IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION., HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE—CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. SCALE: 1" = 10' C-5 5 OF 6 SHEETS SOIL EROSION Sc SEDIMENTATION CONTRi k • 1. NARRATIVE: THE EXISTING SITE IS VACANT 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 RESIDENTIAL STRUCTURE. THE TOTAL SITE IS APPROXIMATELY 0.17 ACRES WITH THE ESTIMATED DISTURBED AREA TO BE 0.09 ACRES. 2. DEVELOPER / CONTRACTOR : Jim Brown P.O. Box 554 Tybee Island, GEORGIA 31328 3. 24 HOUR CONTACT Jim Brown 912-844-3503 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE CURRENT STATE SOIL AND WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR EROSION CONTROL IN GEORGIA. 5. PRIOR TO ANY OTHER CONSTRUCTION, STABILIZED CONSTRUCTION EXITS SHALL BE CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE. ALL ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED. 6. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION EXITS, ALL PERIMETER EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. 7. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY 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 CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY 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 ! 10. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. 11. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED WITH SEDIMENT. 12. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED. 14. STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER PERMANENT GROUND COVER HAS BEEN ESTABLISHED. 1 5. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING. 1 6. ANY DISTURBED AREAS WITH SLOPES 2: 1 OR FLATTER WHICH ARE NOT STABILIZED BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING". 1 7. VEGETATIVE METHODS: A VEGETATIVE COVER SHALL BE ESTABLISHED AND MAINTAINED OVER ALL FINAL GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE COVERS FOR AN OUTLINE OF THE ESTABLISHMENT OF VEGETATIVE COVERS. WEEKLY I NSPEC110N OF THE GRASS COVER SHALL BE PERFORMED TO IDENTIFY AREAS REQUIRING RE-ESTABLISHMENT OF GRASS. LIME RATE: 1 TO 2 TONS PER ACRE FERTILIZER: 1500 POUNDS OF 6-12-12 PER ACRE 18. MULCH: MULCH SHALL BE UNCHOPPED, UNROTTED, SMALL GRAIN DRY STRAW APPLIED AT A RATE OF 2 TONS PER ACRE. MULCH MATERIAL SHALL BE RELATIVELY FREE FROM ALL KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE AS FOLLOWS : CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS. SPREAD MULCH MECHANICALLY OR UNIFORMLY BY HAND. MULCH ANCHORING SHALL BE ACCOMPLISHED IMMEDPLACEMENTPIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY PEG AND 'TWINE METHOD, MULCH ANCHORING TOOL, NETTING OR LIQUID MULCH BINDERS. 19. SOIL TYPE: THE SOILS IN THIS AREA HAVE BEEN CLASSIFIED BY THE SOIL CONSERVATION SERVICE AS BEING Cuc (Chipley-Urban Complex). 20. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE-11" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER 13051 C 0213 F, MAP REVISED SEPTEMBER 26, 2008. 21. THIS SITE IS IN ZONE "AE-11" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE. A MINIMUM ELEVATION OF 11.0 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 ALL 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 FACILITIES AT ALL TIMES. 5. STATE WATERS DO EXIST WITHIN 200 FEET OF THE PROPERTY. 6. 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 MARSH AND ULTIMATELY THE ATLANTIC OCEAN. 9. ANY DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABALIZED V1TH TEMPORARY SEEDING. 10. AMENDMENTS OR REVISIONS TO THE ES & PC PLAN WHICH HAVE A HYDRAUUC EFFECT ON THE PROJECT MUST BE APPROVED BY THE DESIGN ENGINEER. CLEARING NOTES: 1. ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. ALL WORK SHALL BE IN COMPLIANCE WITH THE STATE SOIL AND WATER CONSERVATION COMMITTEE'S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA. ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE BY THE OWNER. SEE LAND DISTURBING PLAN. 4. ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN. 5. EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLES MUST TRAVERSE CONSTRUCTION EXITS TO REMOVE MUD FROM 11RES BEFORE ENTERING ANY PAVED PUBLIC HIGHWAY. 6. BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING CONSTRUCTION. THESE MEASURES ARE TEMPORARY. 7. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS-OF-WAYS, EASEMENTS AND LOTS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL 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 RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. 8. THE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUC110N ACTIVITY UNTIL THE APPROPRIATE PERMITS HAVE BEEN ISSUED. 9. IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER TO REMOVE THEM. O. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES. THE CONTRACTOR SHALL NOT WORK WITHIN 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 CONFORMANCE WITH SPECIFICATIONS AND RECOMMENDA11ONS OF THE "NATIONAL ARBORIST ASSOCIATION" (N.A.A.) IN "PRUNING STANDARDS FOR SHADE TREES". ANY VARIATION FROM THE RECOMMENDATION OF THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. 12. LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS "LIMITS OF CONSTRUCTION". 13. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION CONTROL GRASSING". 14. DRAINAGE: ALL EXCAVA11ON SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER. TENTATIVE ACTIVITY SCHEDULE 2013 INSTALLATION OF SEDIMENT CONTROLS AND TREE PROTECTION BARRICADES SITE GRADING UTIUTY INSTALLATION BUILDING CONSTRUCTION PERMANENT GRASSING PAVING MAINTENANCE OF SEDIMENT CONTROL REMOVAL OF SEDIMENT CONTROL SITE DATA ZONE TOTAL ACREAGE ESTIMATED DISTURBED ACREAGE. S.C.S. SOIL SURVEY FROM WEB *AE-111. . 0.17 ACRES ... 0.09 ACRES SOILS TYBEE ISLAND Location Plan 6. MINIMUM GEOTEDMLE UNDERUNER 0.51-151 COARSE AGGREGATE TEMPORARY CONSTRUCTION EXIT N.T.S. SIDE VIEW 4' MAX. O.C. NOTE: USE 36" D.O.T. APPROVED FABRIC USE STEEL POST. (WOVEN WIRE FENCE BACKING) TRENCH FRONT VIEW TYPE C FABRIC (36") USE: WHERE FILL SLOPES EXCEED A VERTICAL HEIGHT OF 20 FEET AND THE SLOPE GRADIENT IS STEEPER THAN 3:1. NOTE: FILTER FABRIC MAY ALSO BE A-ACHED TO THE POST BY WIRE, CORD, AND POCKETS. POST SIZE TYPE OF POST MIN. LENGTH SIZE OF POST 4' STEEL 1.3 LB./Ft. MiNI. FENCE TENSILE STREGTH (LBS. MIN.) (1) (ASTM D-4632) ELONGATION (7.MAX.) (ASTM D-4632) COASTAL PLAIN VEGETATIVE COVERS MONTH OF PLANTING -r. MPORARY GRASS RATE OF PLANTING PERMANENT GRASS RATE JANUARY- MARCH ANNUAL LESPEDEZA COMMON BERMUDA (HULLED) 1100 Lbs./Ac JUNE JMMUARARNECCHT CENTIPEDE SOD OR COMMON BERMUDA (HULLED) CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 Lbs./Ac 10 Lbs./Ac MARCH- JUNE APRIL- AUGUST BROWN TOP 40 Lbs./Ac JULY- AUGUST COMMON BERMUDA (HULLED) OR CENTIPEDE SOD 10 Lbs./Ac 10 Lbs./Ac FEBRUARY RYEGRASS 40 Lbs./Ac SEPTEMBER FEBRUARY COMMON BERMUDA (UNHULLED) OR CENTIPEDE SOD 10 Lbs./Ac 1/2 Bu./Ac SIDE VIEW 4' MAX. O.C. NOTE: USE 36" D.O.T. APPROVED FABRIC USE STEEL POST. (WOVEN WIRE FENCE BACKING) TRENCH FRONT VIEW TYPE C FABRIC (36") USE: WHERE FILL SLOPES EXCEED A VERTICAL HEIGHT OF 20 FEET AND THE SLOPE GRADIENT IS STEEPER THAN 3:1. NOTE: FILTER FABRIC MAY ALSO BE A-ACHED TO THE POST BY WIRE, CORD, AND POCKETS. POST SIZE TYPE OF POST MIN. LENGTH SIZE OF POST 4' STEEL 1.3 LB./Ft. MiNI. FENCE TENSILE STREGTH (LBS. MIN.) (1) (ASTM D-4632) ELONGATION (7.MAX.) (ASTM D-4632) ADS <APPARENT FLOW RATE OPENING SIZE) XGAL/MINISQ. FT.) ( AX, SIEVE SIZE) i (GDT-87) (ASTM D-4751) ' ULTRAVIOLET STABILITY (2) (ASTM D-4632 AFTER 300 HOURS WEATHERING IN ACCORDANCE WITH ASTM D-4355) BURSTING STREGTH (PSI MIN.) (ASTM D-3786 DIAPHRAGM BURSTING STRENGTH TESTER) MIN, FABRIC WIDTH (INCHES) WARP-260 FILL-180 40 #30 70 80 175 36 (1) MIN, ROLL AVERAGE OF FIVE SPECIMENS (2) PERCENT OF REQUIRED INITIAL MIN. TENSILE STRENGTH. SILT FENCE - TYPE C SIDE VIEW E NOTE: OVERLAP 1 Er AT FABRIC JOINTS FRONT VIEW TEMPORARY SILT FENCE DETAIL FENCE TYPE A B C MINIMUM LENGTH 4'-0" POST SIZE TYPE OF POST Soft wood Oak Steel Soft wood Oak Steel Steel SIZE OF POST 3" dia. or 2X4 1.5"X1,5" 1.31b./ft. min. 2" dia. or 2X2 1"Xl" 751b../ft. min. 1.31b./ft. min. A (MIN) B (MIN) C D E(MAX) 30" 18" 28" 6" 18" 18" 16" 4" 6'-0" 6' -0" 30" 18" 28" 6" 4'-0" F USE 36" D.O.T. APPROVED FABRIC. USE WOOD OR STEEL POSTS. USE 22" D.O.T. APPROVED FABRIC USE WOOD OR STEEL POSTS USE 36" D.O.T. APPROVED FABRIC USE STEEL POSTS ONLY STREAM BUFFER ENCROACHMENT NOTES : 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 BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. Wire Staples Nails FASTENERS FOR WOOD POSTS GAUGE CROWN LEGS STAPLES/POST 17 min. 3/4" Wide 1/2" Long 5 min. GAUGE LENGTH BUTTON NAIL/POST HEADS 14 min. 1" 3/4" LEVEL II CERTIFICATION NO. 2104 ISSUED 11-5-05 EXPIRES 11-5-11 4 min. 0 OUTH.NET co CHECKED DATE: April 22, 2013 r , 1 c.) FABRIC • ct - D TRENCH II NOTE: OVERLAP 1 Er AT FABRIC JOINTS FRONT VIEW TEMPORARY SILT FENCE DETAIL FENCE TYPE A B C MINIMUM LENGTH 4'-0" POST SIZE TYPE OF POST Soft wood Oak Steel Soft wood Oak Steel Steel SIZE OF POST 3" dia. or 2X4 1.5"X1,5" 1.31b./ft. min. 2" dia. or 2X2 1"Xl" 751b../ft. min. 1.31b./ft. min. A (MIN) B (MIN) C D E(MAX) 30" 18" 28" 6" 18" 18" 16" 4" 6'-0" 6' -0" 30" 18" 28" 6" 4'-0" F USE 36" D.O.T. APPROVED FABRIC. USE WOOD OR STEEL POSTS. USE 22" D.O.T. APPROVED FABRIC USE WOOD OR STEEL POSTS USE 36" D.O.T. APPROVED FABRIC USE STEEL POSTS ONLY STREAM BUFFER ENCROACHMENT NOTES : 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 BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS. Wire Staples Nails FASTENERS FOR WOOD POSTS GAUGE CROWN LEGS STAPLES/POST 17 min. 3/4" Wide 1/2" Long 5 min. GAUGE LENGTH BUTTON NAIL/POST HEADS 14 min. 1" 3/4" LEVEL II CERTIFICATION NO. 2104 ISSUED 11-5-05 EXPIRES 11-5-11 4 min. 0 OUTH.NET co CHECKED DATE: April 22, 2013 6 z m 0 ---, unnoLls •IlVOS DRAWN MAD DESIGNED TES AND DET N T ACT A MINIMUM Dr 72 HDURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER' 1-800-282-7411