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HomeMy Public PortalAbout12-0617 Dixon_4of4I 2 3 4 5 PP John & Latrelle Malone PIN: 4- 0003 -16 -003 Lot 59B 1 Susan Malone PIN: 4. 0003-- 16 -m004 Lot 60B { Ir ee _.eg enc Size of Symbol Does Not Indicate The Size of the Drip Line /Canopy Line f�a Location of Tree 14LD Tree Type Abbreviationss LO Live Oak WO Water Oak PN Pine PLM Palmetto MAG Magnolia All Others Spelled Out Tree Type Tree Size (In Inches) TW Indicates Twin Base /Common Base DIS Indicates Diseased /Damaged Tree Dead Trees Not Located 1 x 10.8 { CMF ` \ . 11 !Ir /I! 1 I I I 8CEDAR Wood Fence On Line At Corner genol Abbreviations POC POE DB Pg, CMF IRF PIN R/W FF NAVD88 Linetypes x 10.4 x 10.4 14CEDARQ - - Albertha Gillespie & Tybee Investors PIN: 4- 0003 -16 -014 Lots 57A, 578, 58A, 58B x 9,9 CO RELEASE FOR CONSTRUCT:Oi`. 9.9 x 9.4 IRF I it 9.9 1 1 1 1 1 1 12CEDAR 0 I X 8.7 ` 016PLM 9.1 x 10.3 16CEDAR 8CEDAR 7139'p3„ f,. Henry & Sandra Myers PIN: 4-0003-16-009 Lot 60A Point of Commencing Point of Beginning Deed Book f Page Concrete Monument Found Iron Rebar Found Property Identification Number Right of Way Finish Floor Elevation North American Vertical Datum of 1988 - o- Oa. ----- r -- Symbols gi PP 0 SSMH @ WM X 7 <7 • 7.77 Fence Line Property Line Building Setback Line Easement Line Overhead Lines Contour Line Power Pole / Utility Pole Sanitary Sewer Manhole Water Meter Spot Elevation (Ground) Spot Elevation (Pavement) 2 / / P I 4CEDAR 111 i ~' w0 d F {T i �. de i x 9.7 16C DAR x 9.8 10.0 / 'POB I PKS WM den •Stie `// / 1 PKS In 11 RR X -Tie iy` f "'1 ew Detail Not To Scale 2nd Street / I { POC 3 11t-r: rn 9.1 X 12PLM r , r I I I I I I 0 1 N r { r t 8.76 8.64 4 { .57 • 8.90 8.41 8.74 a) • 8.63 10.2 10.2 q.1-4 \o.o2 I0.0 SSMH QFrame 8.16 Benchmark Nail in Power Pole Elev. 9.07 NAVD88 5 6 CJ y..:) r "' > ;.: �......> 1< The elevations shown are based on NAVD88 Contour interval is 1 foot< 2< According to the Flood Insurance Rate Map, as prepared by the Federal Emergency Management Agency, this property lies in a flood hazard area as depicted thereon, (Community Panel No, 13051CO214F, Effective Dates 9/26/08, Zone AE, Base Flood Elevation 12,0) reardon d # post office box 654 savannah, georgic 31402 3, Only aboveground, readily visible structures and utilities were located for this survey, This Surveyor makes no warranty or guarantee as to the location, existence, or nonexistence of any below ground, non - visible utilities or structures. 4, This property served by City of Tybee water and sewer services. 5, The bearings shown are based on the Georgia State Plane Coordinate System, East Zone, NAD83, A Topcon GR3 dual frequency GPS receiver using differential corrections obtained from the EGPS VRS RTK network was used to position control points used in the survey, 912.441,3890 ga. office 843.321.9533 sc. office jreardon@reardon-design.com www.reardon- design.cor NO. DATE REVISI 6. The field data upon which this plat is based has a closure precision of 1 foot in 13,212 feet, an angular error of' 12 seconds per station, and was adjusted with the compass rule. The plat was checked for closure, and was found to have a closure precision of 1 foot in 20,000 feet or beta ,r< .A� 5r„�sec©nd total station was uu e "�.tlo'crete 'rmine the lid ornzt arntaublo. tm sar6Smel;)-tRaj, 555 that form the basis of this plat, Prc :)f:)E:? "-.. y ..r t or rnia c:)n Street Address: 107 2nd Avenue Current Zonings R -2 Tax Assessor's Property Identification Numbers 4-0003-16-010 Total Lot Area 4,773 Sq.Ft, 0,11 Ac, Bounda opog ra ' Ic ,S .. rve THIS DRAWING AND ITS CONTENTS ARE: Q NOT FOR CONSTRUCTION RELEASED FOR CONSTRUCTION BY COP iT © 2012 reardon > i a, 11c. THIS DRAWING AND ITS < '' 'OOUCi1ONS ARE THE PR Prepared Fors Plat Dates June 4, 2012 Field Dates May 31, 2012 I. R.pera.avt (PROJECT MANAGER fNrna) IS FIRM AY NOT BE R it id 0 ON 16 OCT. 2012 6 PU (DATE) OR U U z ct uJ 0 0 (...) z o 1 CD v- H L RAWINC TITLE: TREE & TOPO PROJECT NO: 120010.000 DATE: 03.2' 2012 DRAWN BY: ,iFR CHECKED BY: JFR SHEET NO: IN Y °I°NT THE c FIR 2 3 4 5 6 aNc AC AND RIGHT -OF -WAY NOTES: 1. ALL ROAD CLOSINGS, DETOURS AND ETC. SHALL BE COORDINATED WITH THE CRY OF TYBEE ISLAND, GEORGIA PERSONNEL 2. ANY AND ALL NECESSARY PERMITS SHALL BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK. PP CMF Albertha Gillespie & Tybee Investors PIN: 4- 0003 -16 -014 Lots 57A, 578, 58A, 58B John & Latrelle Malone PIN: 4- 0003 -16 -003 Lot 598 /1' / O / I 0 U 0 x 10.8 I Susan Malone PIN: 4- 0003 - 16.004 Lot 60B I CMF I I x 10.4 14CEDAR0 10.2 n. I f, /J x9.9 14CA4C?AR I I 1 I rte` / �J / x / / / 1 I I L` I 1 1/ / / / // 1 / / I I 9.1 .Wood Fence On Line At Corner x 10.2 14CEDAR x 9.7 16C OAR e 8.74 Henry & Sandra Myers PIN: 4-0003-16-009 Lot 60A Existing Site & Demolition Plan SCALE: 1/8" = 1-0" ir` :'£> 1 (:: ° ?i l()I Size of Symbol Does Not Indicate The Size of the Drip Line /Canopy Line Location of ,,Q1ED Trie14LO Tree Size (In Inches) Tree Type Tree Type Abbreviations( LO Live Oak WO Water Oak PN Pine PLM Palmetto MAG Magnolia All Others Spelled Out TW Indicates Twin Base /Common Base DIS Indicates Diseased /Damaged Tree Dead Trees Not Located �.._ gend Abbreviations POC POD DB Pg. CMF IRE PIN R/W FF NAVD88 Linetypes i i PKS In \ RR X -Tie ( & rick "eri t i Or;vewc)), Detail Not To Scale Point of Commencing Point of Beginning Deed Book / Page Concrete Monument Found Iron Rebar Found Property Identification Number Right of Way Finish Floor Elevation North American Vertical Datum of 1988 Symbols O PP Q SSMH ® WM x7,7 7.77 -^-- -• COIL '10 Fence Line Property Line Building Setback Line Easement Line Overhead Lines Contour Line Power Pole / Utility Pole Sanitary Sewer Manhole Water Meter Spot Elevation (Ground) Spot Elevation (Pavement) I • 8.90 Q) C- Q) 7 8.63 SSMH Frame 8.16 Benchmark Nail in Power Pole Elev. 9.07 NAVD88 STATE LAW REQUIRES 1-800-282-7411 CONTRACTOR SHALL OBTAIN A R.O.W. PERMIT PRIOR TO PERFORMING ANY WORK WITHIN THE CITY OF TYBEE ISLAND RIGHT-OF-WAY. 4. CHLORINATED DISINFECTED WATER SHALL NOT BE DISCHARGED INTO THE STORMWATER SYSTEM. SPECIAL FINISH FLOOR ELEVATION NOTES: I. CONTRACTOR TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES AND COORDINATE WITH GOVERNING AGENCY REQUIREMENTS. SPECIAL AVERAGE GRADE NOTES: 1. THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE BUILDING HEIGHT IS TO BE OBTAINED FROM THE TYBEE ISLAND PLANNING & ZONING DEPARTMENT. SPECIAL BUILDING SETBACK LINE NOTES: 1. THE BUILDING OUTLINE SHOWN ON THE PLANS IS ASSUMING THE MOST OUTSIDE PART OF THE STRUCTURE. 2. THE MOST OUTSIDE PART OF THE BUILDING INCLUDES ALL SIDING, SHUTTERS, DOWNSPOUTS, DOWNSPOUT BOOTS, TRIM WORK OF ANY KIND OR TYPE OF COVERING OR AESTHETIC PART OF THE BUILDING. 3. CONTRACTOR IS TO COORDINATE BUILDING TO MAKE SURE THAT NO PART OF THE BUILDING, WITH THE EXCEPTION OF THE OVERHANG, PROTRUDES BEYOND THE BUILDING SET BACK UNE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM OF THE ROOF OVERHANG. GUTTER SYSTEM IS TO BE INCLUDED AS PART OF THE ALLOWED OVERHANG. 4. CONTRACTOR IS TO COORDINATE TYBEE ISLAND PLANNING Sc ZONING DEPARTMENT FOR ALL BUILDING SETBACK LINE REQUIREMENTS IF A GUTTER SYSTEM IS UTILIZED AND FOR DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR SHAFTS, ROOF DECKS, STAIRS AND AC COMPRESSORS. 5. CONSULT THE TYBEE ISLAND PLANNING & ZONING DEPARTMENT FOR ALL BUILDING SETBACK LINE REQUIREMENTS IF A SPREAD FOOTING IS USED. re a rd reardon desigi post office box 654 savannah, georgic 31402 912.441.3880 ga. office 843.321.9533 sc. office jreardon @reardon- design.con: .reardon- design.com Easialatasesaisantwana NO. DATE REVISION 6. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE BUILDING (INCLUDING SIDING SHUTTERS, DOWNSPOUTS, DOWNSPOUT BOOTS, TRIM, OR ANY AESTHETIC WORK, ETC.) EXTENDS OVER THE BUILDING SETBACK UNE WITHOUT A VARIANCE. SITE PLAN NOTES: 1. AU. PAVEMENT SHALL MELT THE CITY OF TYBEE SPECIFICATIONS. 2. CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS, CONTRACT DOCUMENTS, PERMITS, AND PERMIT PROVISIONS ON SITE AT ALL TIMES DURING CONSTRUCTION. 3. CONTRACTOR SHALT. BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES AND SHALL COORDINATE ALL WORK WITH OWNER AND UT1UTY COMPANIES. 4. CONTRACTOR SHALL COORDINATE ALL GAS, ELECTRICAL PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 5. CONTRACTOR SHALL PROTECT EXISTING AREAS TO REMAIN. ALL DISTURBED EXISTING AREAS TO REMAIN SHALL BE RESTORED TO GRADED ELEVATIONS AND SEEDED, MULCHED, GRAVELED, LANDSCAPED, OR PAVED AS APPROPRIATE. 6. LIMIT'S OF CONSTRUCTION ARE AS FOLLOWS: SHOWN ON DRAWINGS. 7. CONTRACTOR SHALL PROVIDE ALL NEW GRADING AND DRAINAGE SLOPED AWAY FROM BUILDING FOUNDATION. 8. REMOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION. x TREES TO BE REMOVED. GENERAL NOTES: 0 H 1. GENERAL CONTRACTOR SHALL ABIDE BY ALL FEDERAL STATE, AND /OR LOCAL CODES. IF A DISCREPANCY BETWEEN CODES OCCURS, THE MOST STRINGENT SHALL PREVAIL 2. INFORMATION CONTAINED ON THESE DRAWINGS ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE REPRESENTATIONS OF ALL CONDITIONS. 3. FOR DIMENSIONS NOT SHOWN OR IN QUESTION, THE SITE CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE DESIGNER BEFORE PROCEEDING. 4. SITE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE COMMENCEMENT OF ANY WORK. SHOULD DISCREPANCIES BE DISCOVERED, THE CONTRACTOR SHALL VERIFY INTENT WITH THE DESIGNER BEFORE PROCEEDING. 5. IF THE CONTRACTOR KNOWS OR CAN REASONABALY 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. THIS DRAWING AND ITS CONTENTS ARE: 0 NOT FOR CONSTRUCTION RELEASED FOR CONSTRUCTION BY RecfOovu (PROJECT MANAGER INITIAL) z L.i I CD 0 LLB 00 i- CD DRAWING TITLE: ON 16 OCT. 2012 (DATE) EXIST. SIM- DEMOL111 magiumammummammommwmw PROJECT NO: 120010.000 DATE: DRAWN BY: CHECKED BY: SHEET NO: 03.21.20'12 JFR JFR 2 3 4 5 6 COPYRIGHT © 2012 Ic. THIS DRAWING AND I ODUCTIONS ARE THE PROPERTY ' THIS FIRM AND MAY NOT RE REPR OR U OF `I "HlS FIRM. 2 3 4 1 5 6 GENERAL DRAINAGE NOTES: 1. THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT BE FORESEEN TO ALLOW FOR PROPER DRAINAGE. 2. OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING CONDITIONS WITHIN THE CITY OF TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS, PP CMF Al bertha Gillespie & Tybee Investors PIN: 4- 0003 -16 -014 Lots 57A, 57B, 58A, 58B 0 z c 0 z C 0 Na x 9.9 to I/ John & Latrelle Malone PIN: 4- 0003 -16 -003 Lot 59B alone )003 --16 -004 f 0 18CEDAR IRE I .. 6 1 I I I I CMF loteb 14CEDAR. I Wood Fence On Line At Corner 12CEDAR 0 16CEDAR Proposed Site Plan SCALE: 1 /8" = 1' -O" 8 EDAR 79.74 x 1 b`2 14CEDAR 1r lls 11,7 0 WM Wood P-e, I x 9.8 10.0 Henry & Sandra Myers PIN: 4-0003-16-009 Lot 60A I i f / f f f f *1100er,t fif / \` PKS In RR X -Tie 'f \\ / \ f K \ Brickoent r/ ©r ve wo.Y f Detail Not To Scale J f 2 3 8.76 .64 8.57 8.90 I 8.41 8.74 cv ® 8.63 I 4 SSMH 0 Frame 8,16 Benchmark Nail in Power Pole Elev. 9.07 NAVD88 SPECIAL AVERAGE GRADE NOTES: THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE BUILDING HEIGHT IS TO BE OBTAINED FROM THE TYBEE ISLAND PLANNING & ZONING DEPARTMENT. GENERAL BUILDING NOTES: , 1. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY "TYKE ISLAND, GEORGIA ORDINANCES. 2. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATIONS WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS AS WELL AS TYBEE ISLAND REQUIREMENTS. TRAFFIC AND RIGHT -OF -WAY NOTES: T. ALL ROAD CLOSINGS, DETOURS AND ETC. SHALL BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS SHALL BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK. reardon des r post office box 654 savannah, georgic 31402 912.441.3890 ga. office 843.321.9533 se. office 3. CONTRACTOR SHALL OBTAIN A R.O.W. PERMIT PRIOR TO PERFORMING ANY WORK WITHIN THE CITY OF TYBEE ISLAND RIGHT --OF -WAY. 4. CHLORINATED DISINFECTED WATER SHALL NOT BE DISCHARGED INTO THE STORMWATER SYSTEM. ardon rbreardon- design.cc' w.reardon- design.com NO. DATE REVISION SPECIAL BUILDING SETBACK LINE NOTES: 1. THE BUILDING OUTLINE SHOWN ON THE PLANS IS ASSUMING THE MOST OUTSIDE PART OF THE STRUCTURE. 2. THE MOST OUTSIDE PART OF THE BUILDING INCLUDES ALL SIDING, SHUTTERS, DOWNSPOUTS, DOWNSPOUT BOOTS, TRIM WORK OF ANY KIND OR TYPE OF COVERING OR AESTHETIC PART OF THE BUILDING. 3. CONTRACTOR IS TO COORDINATE BUILDING TO MAKE SURE THAT NO PART OF THE BUILDING, WITH THE EXCEPTION OF THE OVERHANG, PROTRUDES BEYOND THE BUILDING SET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM OF THE ROOF OVERHANG. GUTTER SYSTEM IS TO BE INCLUDED AS PART OF THE ALLOWED OVERHANG. 4. CONTRACTOR IS TO COORDINATE TYBEE ISLAND PLANNING & ZONING DEPARTMENT FOR ALL BUILDING SETBACK LINE REQUIREMENTS IF A GUTTER SYSTEM IS UTILIZED AND FOR DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR SHAFTS, ROOF DECKS, STAIRS AND AC COMPRESSORS. 5. CONSULT THE TYBEE ISLAND PLANNING & ZONING DEPARTMENT FOR ALL BUILDING SETBACK LINE REQUIREMENTS IF A SPREAD FOOTING IS USED. 6. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE BUILDING (INCLUDING SIDING SHUTTERS, DOWNSPOUTS, DOWNSPOUT BOOTS, TRIM, OR ANY AESTHETIC WORK, ETC.) EXTENDS OVER THE BUILDING SETBACK LINE WITHOUT A VARIANCE. SITE PLAN NOTES: 1. ALL PAVEMENT SHALL MEET THE CITY OF TYBEE SPECIFICATIONS. 2. CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS, CONTRACT DOCUMENTS, PERMITS, AND PERMIT PROVISIONS ON SITE AT ALL TIMES DURING CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES AND SHALL COORDINATE ALL WORK WITH OWNER AND UTILITY COMPANIES. kit U 4. CONTRACTOR SHALL COORDINATE ALL GAS, ELECTRICAL PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 5. CONTRACTOR SHALL PROTECT EXISTING AREAS TO REMAIN. ALL DISTURBED EXISTING AREAS TO REMAIN SHALL BE RESTORED TO GRADED ELEVATIONS AND SEEDED, MULCHED, GRAVELED, LANDSCAPED, OR PAVED AS APPROPRIATE. S. LIMITS OF CONSTRUCTION ARE AS FOLLOWS: SHOWN ON DRAWINGS. 7. CONTRACTOR SHALL PROVIDE ALL NEW GRADING AND DRAINAGE SLOPED AWAY FROM BUILDING FOUNDATION. 8. REMOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION. TREES TO BE REMOVED. z 0 4 DRAWING TITLE: THIS DRAWING AND ITS CONTENTS ARE: NOT FOR CONSTRUCTION RELEASED FOR CONSTRUCTION BY .. , ReCIViADIA, ON 16 OCT. 2012 (PROJECT MANAGER INITIAL) (DATE) 5 6 T © 2012 Imo, Ilc. THIS DRAWING AND I SITE PLA PROJECT NO: 120010.000 DATE: 03.2 1.20 , 2 DRAWN BY: JFR CHECKED BY: ,1F{ SHEET NO: • OOUCTIONS ARE THE PROPERTY Off' THIS FIRM AND MAY NOT REPRODUCED, PUBLISHED, OR USED IN ANY Vol ARM. 2 3 4 5 6 Grid North East Zone, NAB John & Latrelle Malone PIN: 4- 0003 -16 -003 Lot 59B t C PP CMF Du Ds1 Ds2 Albertha Gillespie & Tybee Investors PIN: 4-- 0003 --16 --014 Lots 57A, 57B, 58A, 588 I t/ d I IRE 11) / / I I SSMH 0 Frame 8.16 I 8.41 SOIL EROSION LEGEND TEMPORARY SEDIMENT BARRIER TEMPORARY HAY BALES CONSTRUCTION EXIT MULCHING DISTURBED AREA STABILIZATION WITH TEMPORARY SEEDING DISTURBED AREA STABILIZATION WITH PERMANENT SEEDING DISTURBED AREA STABILIZATION WITH SODDING CHECK DAM STORM DRAINAGE OUTLET PROTECTION INLET SEDIMENT TRAP SEDIMENT TRAP GEOTEXTILE CHANNEL STABILIZATION VEGETATION ROCK RIP --RAP CONCRETE LEVEL SPREADER RETROFIT DUST CONTROL IDs,j Ds2 I Ds3 Ds4 d f RELEASE FOR CONSTRUCT €ON. reardon deli post office box 654 savannah, georgia 31402 x 8.7 8.63 Benchmark Nail in Power Pole Elev. 9.07 NAVD88 912A41.3890 ga. office 843.321.9533 sc. office keardon@reardon-design.com reardon- design.caf 3 VArow.reardon- design.com IMMEERNEMMUIR NO. DATE REVISION Susan Malone PIN: 4- 0003 -16 -004 Lot 60B I I CMF 8.57 I 8.74 Wood Fence On Line At Corner 14, X13 y" , Henry & Sandra Myers PIN: 4- 0003- --16 ---009 Lot 60A Soil Erosion & Sediment Con of Plan SCALE: 1/8" = 1' -0" I 1 1 PKS In RR X ---Tie I dfaoe,t &dc 8.64 8.90 Detail Not To Scale I I 8.76 DRAWING TITLE EROSION SEDIMENT THIS DRAWING AND ITS CONTENTS ARE: 0 NOT FOR CONSTRUCTION RELEASED FOR CONSTRUCTION BY PROJECT NO: DATE: DRAWN BY: CHECKED BY: 12001 0.000 03.21.2012 JFR FR u R 2ro,ov (PROJECT MANAGER INITIAL) ON 16 OCT. 2612 SHEET NO: (DATE) 1 2 3 4 5 6 T © 2012 iic. THIS DRAWING AND ITS I'= UCTIONS ARE THE PROPERTY ' THIS FIRM AND MAY NOT BE REPR0DU « Tr a PUSUSHED, OR USED IN ANY WIT 1 T THE TS SOIL EROSION & SEDIMENTATION CONTROL NOTES: 1, NARRATIVE: THE EXISTING SITE IS NOW VACANT (POST DEMOLTTTON OF EXISTING STRUCTURE) AND THE GROUND IS GENERALLY FLAT WITH SLOPES TO THE NORTH —EAST CORNER WITH VERY FEW TREES. THE PROPOSED PROJECT WILL BE THE CONSTRUCTION OF A NEW RESIDENTIAL STRUCTURE. THE TOTAL SITE IS APPROXIMATELY 0.11 ACRES WITH AN ESTIMATED DISTURBED AREA TO BE 0.03 ACRES. 2. 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 ". 3. PRIOR TO ANY OTHER CONSTRUCTION, STABIUZED 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. 4. 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. 5. 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 CONTROWNG EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE DESIGNER IMMEDIATELY. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY REASON, SHALL BE REPORTED TO THE DESIGNER IMMEDIATELY. 8, EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. 9. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED WITH SEDIMENT. 10. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 11, EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED. 12. STORM WATER DETENTION DEVICES SHALL BE CLEARED AS SPECIFIED ABOVE AND AFTER PERMANENT GROUND COVER HAS BEEN ESTABLISHED. 13, ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING. 14. ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WITCH ARE NOT STABILIZED BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING ". 15, 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 INSPECTION 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 16. MULCH: MULCH SHALL BE UNCHOPPED, UNROTTED, SMALL GRAIN DRY STRAW APPUED 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 IMMEDIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL, NEIIING OR LIQUID MULCH BINDERS. SPECIAL NOTES: 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVMES. 2, THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL. BE INSTALLED PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 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 FACILMES AT ALL TIMES. 5. FRESH WATER WETLANDS DO NOT EXIST ON THIS PROPERTY. 6. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS VISITED THE SITE PRIOR TO DESIGN OF THE E & SC PLANS. 1 2 SITE 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. 4. ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING PLAN. 5. EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLES MUST TRAVERSE CONSTRUCTION EXITS TO REMOVE MUD FROM TIRES 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 ONLY TEMPORARY. 7. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHT —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. CONTRACTOR SHALL NOT BEGIN CLEARING OR MY CONSTRUCTION ACTMIY 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 DESIGNER TO REMOVE THEM. 10. 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 DESIGNER PRESENT. 11. PRUNING OF TREE UMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE WITH SPECIFICATIONS AND RECOMMENDATIONS OF THE "NATIONAL ARBORIST ASSOCIATION" (N.A.A.) IN °PRUNING STANDARDS FOR SHADE TREES ". ANY VARIATION FROM THE RECOMMENDATIONS OF THE "NATIONAL ARBORIST ASSOCIATION" (N.A.A) SHAD_ BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. 12. LIMITS OF GRADING AND GRASSING ARE INDICATED ON THE 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 EXCAVATION 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 CITY OF TYBEE. 3 4 COASTAL PLAIN VEGETATIVE COVERS SCHEDULE 5 6 MONTH OF PLANTING JANUARY — MARCH TEMPORARY GRASS MONTH OF PLANTING ANNUAL LESPEDEZA 10 LBS/ AC. MARCH — JUNE PERMANENT GRASS CENTIPEDE SOD OR COMMON BERMUDA (HULLED) AC. MARCH — JUNE COMMON BERMUDA (HULLED) 10 LBS/ AC. MARCH — JUNE CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 LBS/ AC. co RELEASE FOR CONSTRUCTION. APRIL — AUGUST BROWN TOP MILLET 10 LBS/ AC. JULY — AUGUST CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 0 LBS/ AC, SEPTEMBER — FEBRUARY RYEGRASS 10 LBS/ AC. SEPTEMBER — FEBRUARY COMMON BERMUDA (UNHULLED) CENTIPEDE SOD OR 50' MIN, 0 LBS/ AC. 1/2 BU/ AC. 6' N. N.S.A. R -2 (1,5 ° -3,5') COARSE AGREGATE GEOTEXTILE UNDERLINER ora * Cons uc ion Exi D ail NO EXCAVATION, TRENCHING, TILLING, zrzZ—GRUBBING, VEHICLE, OR EQUIPMENT STORAGE WITHIN LIMITS OF TREE PROTECTION FENCING. V 4' TEMPORARY CHAIN LINK FENCE ACCORDING TO CITY CODE. GALVANIZED METAL POST SUNK A MINIMUM 1' —O" BELOW GRADE. 4' TEMPORARY CHAIN LINK FENCE TREE PROTECTION BARRIER (TYP). BARRIER CONSTRUCTED TO PROTECT TREE TRUNK, CROWN, AND ROOT SYSTEM FROM INJURY. BARRIERS SHALL BE LOCATED AT THE LIMITS OF THE TREE'S CRITICAL ROOT ZONE (A RADIUS OF ONE FOOT PER INCH OF THE TREE'S DIAMETER AT BREAST HEIGHT). BARRIER SHALL BE KEPT IN GOOD CONDITION FOR THE DURATION OF THE PROJECT AND IS TO REMAIN IN PLACE UNTIL REMOVAL IS APPROVED BY PARK AND TREE. FOR ADDED PROTECTION — PROVIDE 4" DEEP WOOD CHIP MULCH OVER ANY UNPROTECTED ROOT ZONE. -- MAKE CLEAN CUTS ON ROOTS EXPOSED BY GRADING AND BACKFILL IMMEDIATELY. — PROVIDE TEMPORARY IRRIGATION WHERE PRACTICAL AND FEASIBLE. Temporary Tree Protection Detail SCALE: N.T.S. 2 3 4 20' MIN, T © 2012 NOTE USE 36' D.O.T. APPROVED FABRIC USE WOOD OR STEEL POST, -�-- 6' MAX, O,C, FRONT VIEW h USE 1) ON DEVELOPMENTS WHERE THE LIFE OF THE PROJECT IS GREATER THAN OR EQUAL TO 6 MONTHS, 2) WHERE THE SLOPE GRADIENT IS STEEPER THAN 31 FASTENERS FOR WOOD POST (WIRE STAPLES) POST SIZE MIN. LENGTH TYPE OF POST SIZE OF POST 4' SOFT WOOD 3' DIA, OR 2X4 4' OAK 1,5'X1,5' 4' STEEL 1,3 LB, /FT, MIN. FENCE GAUGE 17 MIN, GAUGE 14 MIN, CROWN 3/4' WIDE LEGS 1/2' LONG rea reardon d s post office box 654 savannah, georgic 31402 STAPLES /POST FASTENERS FOR WOOD POST (NAILS) LENGTH 1' BUTTON HEADS 3/4' 5 MIN, NAIL /POST 4 MIN, NOTE: FILTER FABRIC MAY ALSO BE ATTACHED TO THE POST BY WIRE, CORD, AND POCKETS, TENSILE STREGTH (LBS. MIN.) (I) (ASTM 0-4632) WARP -120 —3t ELONGATION (`/.MAX) (ASTM D -4632> 40 AOS <APPARENT OPENING SIZE> <MAX, SIEVE SIZE) (ASTM D -475I> #30 FLOW RATE (GAL /MIN, /SQ, FT,) (GDT -87) 25 ULTRAVIOLET STABILITY <2) (ASTM D -4632 AFTER 300 HOURS WEATHERING IN ACCORDANCE WITH ASTM D -4355) 80 BURSTING STREGTH <PSI MIN.> (ASTM D -3786 DIAPHRAGM BURSTING STRENGTH TESTER) 175 MIN, FABRIC WIDTH (INCHES) 36 (1) MIN, ROLL AVERAGE OF FIVE SPECIMENS, (2> PERCENT OF REQUIRED INITIAL MIN, TENSILE STRENGTH. Si Fence De ail THIS DRAWING AND ITS CONTENTS ARE: 0 NOT FOR CONSTRUCTION RELEASED FOR CONSTRUCTION BY 5 , Ile. THIS DRAWING AND I I. Rec 7,ovi, P OJECT? Wi4AGERINrTA) 12.441.3890 ga. office 43.321.9533 se. office jreardon@reardon-design.com www.reardon- design.com istassamusangwassasuu NO. DATE REVISION Pa tE 0 ON 16 OCT. 2012 (DATE) masuagnisaussionegavata DRAWING TITLE: 0 0 w 0) NOTES DETAIL simgmaxessassawassimaammu PROJECT NO: 120010,0O0 DATE: 03.21.2012 DRAWN BY: CHECKED BY: JFR MUMUMMENNUMMMEMMUWW SHEET NO: UCR S ARE THE PROPERTY OF THIS FIRM AND MAY NOT BE REPRODUCED, PUBUSHED, OR USED IN ANY WI Th T E 1 D C B A ahz orb .\ ` \ John & Latrelle Malone PIN: 4- 0003 -16 -003 Lot 59B Susan Malone PIN: 4- 0003 -16 -004 Lot 606 I / 2 3 Albertha Gillespie & Tybee Investors PIN: 4- 0003 -16 -014 Lots 57A, 57B, 58A, 58B CMF Tree Legeno Size of' Symbol Does Not Indicate The Size of the Drip Line /Canopy Line ��c3 (Tree Type Location of Tree 14L0 Tree Size (In Inches) Tree Type Abbreviations: LO Live Oak WO Water Oak PN Pine PLM Patmetto MAG Magnolia AU Others Spelled Out TW Indicates Twin Base /Common Base DIS Indicates Diseased /Damaged Tree Dead Trees Not Located 1 x 10.4 x 10.4 14CEDAR0 Wood Fence On Line At Corner Legend Abbreviations POC POB DB Pg. CMF IRF PIN R/W FF NAVD88 Linetypes x 9.9 • r S 9'(}„ - 3 79 14, -� x 9.4 \ , I 4 5 / r 9.9 Cc 12CEDAR \ " 14C DAR x 8.7 ■ 016PLM �L.. Qp 0 Q x 10.3 x 9.7 16CEDAR &CEDAR 79.14' 713 3''W Henry & Sandra Myers PIN: 4- 0003 -16 -009 Lot 60A Point of Commencing Point of Beginning Deed Book / Page Concrete Monument Found Iron Rebar Found Property Identification Number Right of Way Finish Floor Elevation North American Vertical Datum of 1988 OHL - OHL - OHL - Symbols O PP (D SSMH • WM X 7.7 • 7.77 - Fence Line Property Line - - - Building Setback Line Easement Line -OHL Overhead Lines Contour Line Power Pole / Utility Pole Sanitary Sewer Manhole Water Meter Spot Elevation (Ground) Spot Elevation (Pavement) 2 x 10.2 '\ Fenee o14CED AR 16CEDAR x 9.8 10.0 r P0 ' '6 PKS I I I I I x 0 I\ 1 I \ s I 4 I i r Rai /r00Q, 1 m 9.1 1 x !012PLM ,..,_---7,„ / < ,, I \\ f 1 PKS In \‘ RR X -Tie Detail Not To Scale IJ 2ra Street POC 3 I 8.64 8.57 • 8.90 I / 8.41 • 8.74 • 8.63 1 C Q1 C 1 / / 3 °0001 °B °1 A 67iveway opening which g connects a residential lot vA ar public street shall not gfeatar than -niV-ii1s: 1$ iF3 air����6dc 4 SSMH OFrame 8.16 Benchmark Nail in Power Pole Elev. 9.07 NAVD88 6 Surveyor's Notes RELEASE FOR CONSTRUCTION: 1. The elevations shown are based on NAVD88. Contour interval is 1 foot. 2. According to the Flood Insurance Rate Map, as prepared by the Federal Emergency Management Agency, this property lies in a flood hazard area as depicted thereon. (Community Panel No. 13051CO214F, Effective Date: 9/26/08, Zone AE, Base Flood Elevation 12,0) 3. Only aboveground, readily visible structures and utilities were located for this survey. This Surveyor makes no warranty or guarantee as to the location, existence, or nonexistence of any below ground, non - visible utilities or structures. 4. This property served by City of Tybee water and sewer services. 5. The bearings shown are based on the Georgia Stag Plane Coordinate System, East Zone, NAD83. A •Topcon GR3 dual frequency GPS receiver using differential corrections obtained from the EGPS VRS RTK network was used to position control points used in the survey. 6. The field data upon which this plat is based has a closure precision of 1 foot in 13,212 feet, an angular co error of 12 seconds per station, and was adjusted with the compass rule. The plat was checked for closure, and was found to have a closure precision of 1 foot in 20,000 feeti or bet6er. 2 5 second total station was ee tros mine the linl or mur aiatmaTis rreJo g. 555 that form the basis of' this plat. Property Information Street Address: 107 2nd Avenue Current Zoning: R -2 Tax Assessor's Property Identification Number: 4- 0003 -16 -010 Total Lot Area: 4,773 Sq.Ft. 0.11 Ac. Boundary & Topographic Survey Lot 59-A, Ward 1 City of Tybee Island Chatham County, Georgia Prepared For: Patrick Mahany Kim Dixon Chris Mahany Plat Date: June 4, 2012 Field Date: May 31, 2012 reardon reardon design,.lic. post office box 654 savannah, georgia 31402 912.441.3890 ga. office 843.321.9533 sc. office jreardon @reardon- design.com www.reardon- design.com Immemmomm NO. DATE REVISION THIS DRAWING AND ITS CONTENTS ARE: ❑ NOT FOR CONSTRUCTION RELEASED FOR CONSTRUCTION BY J. RearaloK, (PROJECT MANAGER INITW.) oN 16.00T.2012 PA 5 _L.._ COPYRIGHT C 2012 reardon design, iic. INS DRAWING AND ITS REPRODUCTIONS ARE THE PROPERTY OF THIS FIRM AND MAY NOT BE REPRODUCED PUBLISHED OR U IN ANY WITHOUT 91'► USED WI OUT `iI`lE WRITTEN PERMISSION OF THIS FIRM. 6 ct 0 LJ.. W W Q J 4 Z C) 0, UD 0 w z .0 z 0 0 LU 0 0 it 0 TY ammimmommommemmmummimmi DRAWING TITLE: TREE & TOPO PROJECT NO: DATE: DRAWN BY: CHECKED BY: 120010.000 03.21.2012 JFR JFR SHEET NO: c -o D C B 1 PP 2 Albertha Gillespie & Tybee Investors PIN: 4- 0003 -16 -014 Lots 57A, 578, 58A, 58B x 9.4 John & Latreile Malone PIN: 4- 0003 -16 -003 Lot 59B Susan Malone PIN: 4- 0003 -16 -004 Lot 60B 1 CMF i o / 1.0 i 1/ ,r/ 0 f / 18CEDAR co / 1 Wood Fence On Line At Corner 1 1 1 14CEDAR0 10 12CE0 DAR 99� 1 1 x 016CEDAR BSCEDAR o14CEDAR Q:t1 SI .1 • `. I It 1 I ' - t1 9.11 1 / 1 3 x 9.2 8.9 1 Il 1 / 1 1,1 1 1 x 9.7 1601 DAR x 9.8 10.0 Henry & Sandra Myers PIN: 4- 0003 -16 -009 Lot 60A �1 Existing Site & Demolition Plan No� TTY �C -1� SCALE: 1/8" -1' -0" Size The Tree Legend of Symbol Does Not Indicate Size of the Drip Line /Canopy Line rTree Type Location of Trere 14LO Tree Size (In Inches) Tree Type Abbreviations: LO Live Oak A WO Water Oak PN Pine PLM Palmetto MAG Magnolia Alt .Others Spelled Out TW Indicates Twin Base /Common Base DIS Indicates Diseased /Damaged Tree Dead Trees Not Located 1 Legend Abbreviations POC POB DB Pg. CMF IRF PIN R/W FF NAVD88 Linetypes d P08 PKS WM 1 IRF rY 1 dQ / Crosstie aiiroad 1 I 1 x 5,7 0 O 6PLM co Q ' I \ I r i i PKS In i 1' d RR X -Tie "I s r I ioc \ t3rick e'nt r , f Driy r� � / eway/ .. / Detail Not To Scale Point of Commencing Point of Beginning Deed Book / Page Concrete Monument Found Iron Rebar Found Property Identification Number Right of' Way Finish Floor Elevation North American Vertical Datum of 1988 Fence Line Property Line Building Setback Line Easement Line OHL - QL -OHL- -OH6 Overhead Lines Symbols O PP O SSMH • WM X 7.7 • 7.77 Contour Line Power Pole / Utility Pole Sanitary Sewer Manhole Water Meter Spot Elevation (Ground) Spot Elevation (Pavement) 2 / 9.1 Adjacent C rrck, 012PLM Driyewo yr / 1 3 8.76 8.64 8.57 • 8.90 I / 8.41 • 8.74 Q1 C Q1 C 4 8.63 5 SSMH 0 Frame 8.16 Benchmark Nail in Power Pole Elev. 9.07 NAVD88 I.I STATE LAW REQUIRES 72 HRS. NOTICE 1 -800- 282 -7411 6 TRAFFIC AND RIGHT -OF --WAY NOTES: 1. ALL ROAD CLOSINGS, DETOURS AND ETC. SHALL BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS SHALL BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK. 3. CONTRACTOR SHALL OBTAIN A R.O.W. PERMIT PRIOR TO PERFORMING ANY WORK WITHIN THE CITY OF TYBEE ISLAND RIGHT -OF -WAY. 4. CHLORINATED DISINFECTED WATER SHALL NOT BE DISCHARGED INTO THE STORMWATER SYSTEM. SPECIAL FINISH FLOOR ELEVATION NOTES: 1. CONTRACTOR TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES AND COORDINATE WITH GOVERNING AGENCY REQUIREMENTS. SPECIAL AVERAGE GRADE NOTES: 1. THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE BUILDING HEIGHT IS TO BE OBTAINED FROM THE TYBEE ISLAND PLANNING & ZONING DEPARTMENT. SPECIAL _ BUILDING SETBACK LINE NOTES: 1. THE BUILDING OUTLINE SHOWN ON THE PLANS IS ASSUMING THE MOST OUTSIDE PART OF THE STRUCTURE. 2. THE MOST OUTSIDE PART OF THE BUILDING INCLUDES ALL SIDING, SHUTTERS, DOWNSPOUTS, DOWNSPOUT BOOTS, TRIM WORK OF ANY KIND OR TYPE OF COVERING OR AESTHETIC PART OF THE BUILDING. 3. CONTRACTOR IS TO COORDINATE BUILDING TO MAKE SURE THAT NO PART OF THE BUILDING, WITH THE EXCEPTION OF THE OVERHANG, PROTRUDES BEYOND THE BUILDING SET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM OF THE ROOF OVERHANG. GUTTER SYSTEM IS TO BE INCLUDED AS PART OF THE ALLOWED OVERHANG. 4. CONTRACTOR IS TO COORDINATE TYBEE ISLAND PLANNING & ZONING DEPARTMENT FOR ALL BUILDING SETBACK LINE REQUIREMENTS IF A GUTTER SYSTEM IS UTILIZED AND FOR DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR SHAFTS, ROOF DECKS, STAIRS AND AC COMPRESSORS. 5. CONSULT THE TYBEE ISLAND PLANNING & ZONING DEPARTMENT FOR ALL BUILDING SETBACK LINE REQUIREMENTS IF A SPREAD FOOTING IS USED. 6. CERTIFICATE OF OCCUPANCY WILL NOT. BE GRANTED IF ANY PART OF THE BUILDING (INCLUDING SIDING SHUTTERS, DOWNSPOUTS, DOWNSPOUT BOOTS, TRIM, OR ANY AESTHETIC WORK, ETC.) EXTENDS OVER THE BUILDING SETBACK LINE WITHOUT A VARIANCE. SITE PLAN NOTES: 1. ALL PAVEMENT SHALL MEET THE CITY OF TYBEE SPECIFICATIONS. 2. CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS, CONTRACT DOCUMENTS, PERMITS, AND PERMIT PROVISIONS ON SITE AT ALL TIMES DURING CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES AND. SHALL COORDINATE ALL WORK WITH OWNER AND UTILITY COMPANIES. 4. CONTRACTOR SHALL COORDINATE ALL GAS, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 5. CONTRACTOR SHALL PROTECT EXISTING AREAS TO REMAIN. ALL DISTURBED EXISTING AREAS TO REMAIN SHALL BE RESTORED TO GRADED ELEVATIONS AND SEEDED, MULCHED, GRAVELED, LANDSCAPED, OR PAVED AS APPROPRIATE. 6. LIMITS OF CONSTRUCTION ARE AS FOLLOWS: SHOWN ON DRAWINGS. 7. CONTRACTOR SHALL PROVIDE ALL NEW GRADING AND DRAINAGE SLOPED AWAY FROM BUILDING FOUNDATION. 8. REMOVE ALL TREES AS NECESSARY. FOR PROPOSED CONSTRUCTION. X TREES TO BE REMOVED. GENERAL NOTES: I. GENERAL CONTRACTOR SHALL ABIDE BY ALL FEDERAL, STATE, AND /OR LOCAL CODES. IF A DISCREPANCY BETWEEN CODES OCCURS, THE MOST STRINGENT SHALL PREVAIL. 2. INFORMATION CONTAINED ON THESE DRAWINGS ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE REPRESENTATIONS OF ALL CONDITIONS. 3. FOR DIMENSIONS NOT. SHOWN OR IN QUESTION, THE SITE CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE DESIGNER BEFORE PROCEEDING. 4. SITE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE COMMENCEMENT OF ANY WORK. SHOULD DISCREPANCIES BE DISCOVERED, THE CONTRACTOR SHALL VERIFY INTENT WITH THE DESIGNER BEFORE PROCEEDING. 5. IF THE CONTRACTOR KNOWS OR CAN REASONABALY 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. FOR CONSTRUCTION: reardon reardon design, 11c. post office box 654 savannah, georgia 31402 912.441.3890 ga. office 843.321.9533 sc. office jreardon @reardon- design.com www.reardon- design.com NO. DATE REVISION �� RE THIS DRAWING AND ITS CONTENTS ARE: ❑ NOT FOR CONSTRUCTION RELEASED FOR CONSTRUCTION BY �. Rearolow (PROJECT MANAGER INrTLAl.) ON 16 OCT. 2012 (DATE) Z O DRAWING TITLE: 0 O w CD TYBEE ISLAND EXIST. SITE & DEMOLITION PROJECT NO: DATE: DRAWN BY: CHECKED BY: 120010.000 03.21.2012 JFR JFR SHEET NO: C MI 1 COPYRIGHT C 2012 reardon design, 11c. THIS DRAWING AND ITS REPRODUCTIONS ARE THE PROPERTY OF THIS FIRM AND MAY NOT BE REPRODUCED, PUBUSHED, OR USED IN ANY WITHOUT: THE WRITTEN PERMISSION' OF THIS FIRM. 1 PP 2 John & Latrelle Molone PIN: 4- 0003 -16 -003 Lot 598 CMF alone )003 -16 -004 r I / CMF Albertho Gillespie & Tybee Investors PIN: 4- 0003 -16 -014 Lots 57A, 57B, 58A, 588 3 10.1 I.E. x 10. 9.6 /r r IRF I /'1 8CD* LLI ©�I c� C co / c �v 8.41 4 SSMH 0 Frame 8.16 • 8.63 Benchmark ail in Power Pole ev. • .07 NAVD88 I I x 10.8 14CEDAR0 Wood Fence On Line At Corner 10.0 12CE�DAR Proposed Site Plan SCALE: 1/8" =11-0" VARIES 16CEDAR 0 8CEDAR 9.8 0 79'14' 14CEDAR N 71,3 3„ kv I.E. Henry & Sandra Myers PIN: 4- 0003 -16 -009 Lot 60A EXISTING GRADE 18" f1/00,,, fence x 9.8 10.0 P08 PKS golocen &rick 0 12PLM Dr;vewail/ • i/ \\�� I � 1 r �� i i PKS In \ RR X -Tie \ Adlo�. &rick en Driveway /r Detail Not To Scale VARIES Swale Detail /\ /iw,\ / /wiii SCALE: N.T.S. 2 8.76 FINISHED GRADE 3 8.64 8.57 • 8.90 • 8.74 HYDROLOGY REPORT: SITE NARRATIVE AND SITE CONDITIONS: THE EXISTING SITE IS VACANT WITH VERY FEW TREES AND THE GROUND IS GENERALLY FLAT WITH SLOPES BETWEEN 0% AND 3 %. THE PROPOSED PROJECT WILL BE THE CONSTRUCTION OF A NEW 3,119 SQUARE FOOT RESIDENTIAL STRUCTURE AND SHALL HAVE A PERMEABLE DRIVEWAY, GRADING WITH A SWALES. THE TOTAL SITE IS APPROXIMATELY 4,733 SQUARE FEET OR 0.11 ACRES. DETENTION WILL NOT BE REQUIRED FOR THIS SITE. THE SOILS IN THIS AREA HAVE BEEN CLASSIFIED AS SAND OR SANDY LOAM SOILS. CALCULATIONS: THE DIXON RESIDENCE 107 SECOND AVENUE; LOT 59A - WARD I TOTAL LOT AREA: 4,733 SF - 0.11 AC TOTAL STRUCTURE AREA: 1,210 SF - 0.03 AC 0.03 AC (HOUSE) 0.08 AC (PERVIOUS AREA) 0.11 AC TOTAL LOT AREA RATIONAL METHOD: FIND "C" 0.03 (0.95) = 0.03 0,08 (0.25) = 0,02 0.05 0.11 =.45 =C FIND "Q" NOTE: TIME OF CONCENTRATION = 10 MIN. Q =CIA 0 = (0.45)(7.0)(0.11) = 0.35 CFS TOTAL OR 0.17 CFS ON EACH SIDE OF THE LOT. ANALYSIS: THE RATIONAL METHOD WAS UTILIZED FOR THE ANALYSIS OF THE POST - DEVELOPMENT RUNOFF FOR THIS SITE. THE PROPOSED SITE IS DIVIDED INTO TWO DRAINAGE AREAS AND CONSISTS OF 0.17 CFS DRAINING EAST ON EACH SIDE TO SECOND AVENUE RIGHT - OF-WAY UTILIZING SWALES WHICH PREVENTS ANY • INCREASED RUNOFF TO THE ADJACENT PROPERTIES. 4 5 5 COPYRIGHT © 2012 reardon design, Ho. THIS DRAWING AND ITS REPRODUCTIONS ARE THE PROPERTY OF THIS FIRM AND MAY NOT BE REPRODUCED, PUBLISHED, OR USED IN ANY WITHOUT THE WRITTEN PERMISSION OF THIS FIRM. T 6 GENERAL DRAINAGE NOTES: 1. THE SITE WILL NEED. TO BE GRADED AS. SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT BE FORESEEN TO ALLOW FOR PROPER DRAINAGE. 2. OUTFALL FOR THE PROJECT WILL BE DICTATED BY EXISTING CONDITIONS WITHIN THE CITY OF TYBEE . EXISTING DRAINAGE SYSTEM AND EASEMENTS. SPECIAL AVERAGE GRADE NOTES: 1. THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE BUILDING HEIGHT IS TO BE OBTAINED FROM THE TYBEE ISLAND PLANNING & ZONING DEPARTMENT. GENERAL BUILDING NOTES: 1. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS PER FEMA FLOOD STUDY- MAPS AND AS PER THE CITY TYBEE ISLAND, GEORGIA ORDINANCES. 2. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATIONS WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS AS WELL AS TYBEE ISLAND REQUIREMENTS. TRAFFIC AND RIGHT -OF -WAY NOTES: 1. ALL ROAD CLOSINGS, DETOURS AND ETC. SHALL BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS SHALL BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK. 3. CONTRACTOR SHALL OBTAIN A R.O.W. PERMIT PRIOR TO PERFORMING ANY WORK WITHIN THE CITY OF TYBEE ISLAND RIGHT -OF -WAY. 4. CHLORINATED DISINFECTED WATER SHALL NOT BE DISCHARGED INTO THE STORMWATER SYSTEM. SPECIAL BUILDING SETBACK LINE NOTES: 1. THE BUILDING OUTLINE SHOWN ON THE PLANS IS ASSUMING THE MOST OUTSIDE PART OF THE STRUCTURE. 2. THE MOST OUTSIDE PART OF THE BUILDING INCLUDES ALL SIDING, SHUTTERS, DOWNSPOUTS, DOWNSPOUT BOOTS, TRIM WORK OF ANY KIND OR TYPE OF COVERING OR AESTHETIC PART OF THE BUILDING. 3. CONTRACTOR IS TO COORDINATE BUILDING TO MAKE SURE THAT NO PART OF THE BUILDING, WITH THE EXCEPTION OF THE OVERHANG, PROTRUDES BEYOND THE BUILDING SET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM OF THE ROOF OVERHANG. GUTTER SYSTEM IS TO BE INCLUDED AS PART OF THE ALLOWED OVERHANG. 4. CONTRACTOR IS TO COORDINATE TYBEE ISLAND PLANNING & ZONING DEPARTMENT FOR ALL BUILDING SETBACK LINE REQUIREMENTS IF A GUTTER SYSTEM IS UTILIZED AND FOR DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR SHAFTS, ROOF DECKS, STAIRS AND AC COMPRESSORS. 5. CONSULT THE TYBEE ISLAND PLANNING & ZONING DEPARTMENT FOR ALL BUILDING SETBACK LINE REQUIREMENTS IF A SPREAD FOOTING IS USED. 6. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE BUILDING (INCLUDING SIDING SHUTTERS, DOWNSPOUTS, DOWNSPOUT BOOTS, TRIM, OR ANY AESTHETIC WORK, ETC.) EXTENDS OVER THE BUILDING SETBACK LINE WITHOUT A VARIANCE. SITE PLAN NOTES: 1. ALL PAVEMENT SHALL MEET THE CITY OF TYBEE SPECIFICATIONS. 2. CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS, CONTRACT DOCUMENTS, PERMITS, AND PERMIT PROVISIONS ON SITE AT ALL TIMES DURING CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES AND SHALL COORDINATE ALL WORK WITH OWNER AND UTILTY COMPANIES. 4. CONTRACTOR SHALL COORDINATE ALL GAS, ELECTRICAL PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 5. CONTRACTOR SHALL PROTECT EXISTING AREAS TO REMAIN. ALL DISTURBED EXISTING AREAS TO REMAIN SHALL BE RESTORED TO GRADED ELEVATIONS AND SEEDED, MULCHED, GRAVELED, LANDSCAPED, OR PAVED AS APPROPRIATE. 6. LIMITS OF CONSTRUCTION ARE AS FOLLOWS: SHOWN ON DRAWINGS. 7. CONTRACTOR SHALL PROVIDE ALL NEW GRADING AND DRAINAGE SLOPED AWAY FROM BUILDING FOUNDATION. 8. REMOVE ALL TREES AS NECESSARY FOR PROPOSED CONSTRUCTION. X TREES TO BE REMOVED. REL . ' E FOR CONSTRUCTION: reardon reardon design, Ilc■ post office box 654 savannah, georgia 31402 912.441.3890 ga. office 843.321.9533 sc. office jreardon @reardon- design.com Www.reardon- design.com NO. DATE REVISION THIS DRAWING AND ITS CONTENTS ARE ❑ NOT FOR CONSTRUCTION RELEASED FOR CONSTRUCTION BY J. rR.earotovt, (PROD Cf MANAGER WffIN.) ON 16 OCT. 2012 (DAM 6 ■ ■ 0 liii. :Lisp UJ z 0 Lcuf) DRAWING TITLE: SITE PLAN PROJECT NO: DATE: DRAWN BY: CHECKED BY: SHEET NO: rQ 1J 0 W 0 TYBEE imfffft 120010.000 03.21.2012 JFR JFR isimumr. C-2.. j 1 John & Latrelle Malone PIN: 4- 0003 -16 -003 Lot 59B Susan Malone PIN: 4-0003-16-004 Lot 60B / CMF I I / I oy� / I / I 10.8 I CMF I r 1 r PP • x 10.4 2 Du Dsi Ds2 EDAR Sdt -A Wood Fence On Line At Corner / Du Ds2 EDAR 10.2 R x 9. 3 Albertha Gillespie & Tybee Investors PIN: 4- 0003 -16 -014 Lots 57A, 57B, 58A, 586 79. 14' LAMS DISIIMINCE LASTS OF LISTURBNICE AR DAR 9.14 N 71< 9 W Henry & Sandra Myers PIN: 4- 0003 -16 -009 Lot 60A Soil Erosion & Sediment Control Plan SCALE: 1/8" =1 1-0" 1 X • i alko• 40•1• • 11•4111 7: I*: ,jok �sr l�►!t• * +i x 9, 111 4111 III IWO T Ii 7" 7 ( IRE X 8.7 ! 4 .1 ! ! : ! ! 'At s ! 4∎ i t,+w 1� s t-� i►- rr► ter► +r- tr► r 0 >L� �-�� 'z: -r iii •w•ia.•�a•�•or•w•wa —• —+r or• r•`•or.a. Impfil M•i:tli i ;111► WWI 0;1111 4 �i I.i Ki I,i i M �,i S +�t�.Itt�.1�`� ©rr +l+�1t•r► +�F Co 0orlawal i.• l�..wS,1140l� l,. !w ,t. !!!!. eb. 1111 go' ill 4111 II' 41I or o !A> cVIA ! �i :tr.4P� ! ! 41 41A., 4111 41•.4110 al ►♦wL+ol► "41 4 14CEDAR 00 Du Ds1 Ds2 s;- IPLIR x 9.7 16C+'DAR :.i / / ! ` \ '- {, PKS In i RR X -Tie 'kilo &rickcen t /1 Drive koy i i Detail Not To Scale 2 x / / lir POB PKS 1 WM W Cros at C 'ldiace,tt 8rck 3 Dr,'" 8.76 8.64 • 8.57 • 8.90 a I I 8.41 • 8.74 • 8.63 SSMH 0 Frame 8.16 Benchmark Nail in Power Pole Elev. 9.07 NAVD88 5 SOIL EROSION LEGEND TEMPORARY SEDIMENT BARRIER TEMPORARY HAY BALES CONSTRUCTION EXIT MULCHING DISTURBED AREA STABILIZATION WITH TEMPORARY SEEDING DISTURBED AREA STABILIZATION WITH PERMANENT SEEDING DISTURBED AREA STABILIZATION WITH SODDING CHECK DAM STORM DRAINAGE OUTLET PROTECTION INLET SEDIMENT TRAP SEDIMENT TRAP GEOTEXTILE CHANNEL STABILIZATION VEGETATION ROCK RIP -RAP CONCRETE LEVEL SPREADER RETROFIT DUST CONTROL Sdt -Hb Co Ds1 Ds2 Ds3 Ds4 (Cd -) St S712 CSd3) IDuI 6 THIS DRAWING AND ITS CONTENTS ARE: ❑ NOT FOR CONSTRUCTION RELEASED FOR CONSTRUCTION BY J. Ream v (PROJECT MANAGER INfftAt.) ON 16 OCT. 2012 PATE 4 J_ 5 COPYRIGHT © 2012 reardon design, tic. THIS DRAWING AND ITS REPRODUCTIONS ARE THE PROPERTY. OF THIS FIRM AND MAY NOT BE REPRODUCED, PUBUSHED, OR USED IN ANY WITHOUT THE WRITTEN PERMISSON OF THIS FIRM. co 6 RELEASE FOR CONSTRUCTION: reardon reardon design, lic. post office box 654 savannah, georgia 31402 912.441.3890 ga, office 843.321.9533 sc. office jreardon @reardon- design.com www,seardon- design.com NO. DATE REVISIONImmoriumw Z I A NEW RESIDENCE FOR J 4 LIN z 0 Emi 107 SECOND AVENUE; LOT 59A WARD 1 DRAWING TITLE: 0 0 W W W m ...■.1..■ EROSION & SEDIMENT PROJECT NO: DATE: DRAWN BY: CHECKED BY: 120010.000 03.21.2012 JFR JFR SHEET NO: c -3 D C B 1 SOIL EROSION & SEDIMENTATION CONTROL NOTES: 1. NARRATIVE: THE EXISTING SITE IS NOW VACANT (POST DEMOLITION OF EXISTING STRUCTURE) AND THE GROUND IS GENERALLY FLAT WITH SLOPES TO THE NORTH -EAST CORNER WITH VERY FEW TREES. THE PROPOSED PROJECT WILL BE THE CONSTRUCTION OF A NEW RESIDENTIAL STRUCTURE. THE TOTAL SITE IS APPROXIMATELY 0.11 ACRES WITH AN ESTIMATED DISTURBED AREA TO BE 0.03 ACRES. 2. 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". 3. 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. 4. 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. 5. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF IHE 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 DESIGNER IMMEDIATELY. 6. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 7. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY REASON, SHALL BE REPORTED TO THE DESIGNER IMMEDIATELY. 8. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS. 9. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED WITH SEDIMENT. 10. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 11. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED. 12. STORM WATER DETENTION DEVICES SHALL BE CLEARED AS SPECIFIED ABOVE AND AFTER PERMANENT GROUND COVER HAS BEEN ESTABLISHED. 13. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING. 14. ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WITCH ARE NOT STABILIZED BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING". 15. 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 INSPECTION 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 16. 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 IMMEDIATELY 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. SPECIAL NOTES: 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY 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. FRESH WATER WETLANDS DO NOT EXIST ON THIS PROPERTY. 6. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS VISITED THE SITE PRIOR TO DESIGN OF THE E & SC PLANS. 1 2 SITE 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. 4. ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING PLAN. 5. EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLES MUST TRAVERSE CONSTRUCTION EXITS TO REMOVE MUD FROM TIRES 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 ONLY TEMPORARY. 7. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHT -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. CONTRACTOR SHALL NOT BEGIN CLEARING OR ANY CONSTRUCTION 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 DESIGNER TO REMOVE THEM. 10. 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 DESIGNER 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 RECOMMENDATIONS OF THE "NATIONAL ARBORIST ASSOCIATION" (N.A.A.) IN "PRUNING STANDARDS FOR SHADE TREES ". ANY VARIATION FROM THE RECOMMENDATIONS OF THE "NATIONAL ARBORIST ASSOCIATION" (N.A.A.) SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. 12. LIMITS OF GRADING AND GRASSING ARE INDICATED ON THE 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 EXCAVATION 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 CITY OF TYBEE. V �� ♦ItY ,i���V►i���4 3 T 4 COASTAL PLAIN VEGETATIVE COVERS SCHEDULE MONTH OF PLANTING TEMPORARY GRASS RATE JANUARY - MARCH ANNUAL LESPEDEZA 10 LBS/ AC. MARCH - JUNE COMMON BERMUDA (HULLED) 10 LBS/ AC. APRIL - AUGUST BROWN TOP MILLET 10 LBS/ AC. SEPTEMBER - FEBRUARY RYEGRASS 10 LBS/ AC. MONTH OF PLANTING PERMANENT GRASS RATE MARCH - JUNE CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 LBS/ AC. MARCH - JUNE CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 LBS/ AC. JULY - AUGUST CENTIPEDE SOD OR COMMON BERMUDA (HULLED) 10 LBS / AC. SEPTEMBER - FEBRUARY COMMON BERMUDA (UNHULLED) CENTIPEDE SOD OR 50' MIN. 10 LBS/ AC. 1/2 BU/ AC. Tem 6" MIN. N.S.A. R -2 <1.5 " -3.5 ") COARSE AGREGATE GEOTEXTILE UNDERLINER ora Construction Exit Detail SCALE: N.T.S. NO EXCAVATION, TRENCHING, TILLING, GRUBBING, VEHICLE, OR EQUIPMENT STORAGE WITHIN LIMITS OF TREE PROTECTION FENCING. 4' TEMPORARY CHAIN LINK FENCE ACCORDING TO CITY CODE. .#- MINIMUM Z1 � 0 POST GRADE.K A 4' TEMPORARY CHAIN LINK FENCE TREE PROTECTION BARRIER (TYP). BARRIER CONSTRUCTED TO PROTECT TREE TRUNK, CROWN, AND ROOT SYSTEM FROM INJURY. BARRIERS SHALL BE LOCATED AT THE LIMITS OF THE TREE'S CRITICAL ROOT ZONE (A RADIUS OF ONE FOOT PER INCH OF THE TREE'S DIAMETER AT BREAST HEIGHT). BARRIER SHALL BE KEPT IN GOOD CONDITION FOR THE DURATION OF THE PROJECT AND IS TO REMAIN IN PLACE UNTIL REMOVAL IS APPROVED BY PARK AND TREE. FOR ADDED PROTECTION - PROVIDE 4" DEEP WOOD CHIP MULCH OVER ANY UNPROTECTED ROOT ZONE. - MAKE CLEAN CUTS ON ROOTS EXPOSED BY GRADING AND BACKFILL IMMEDIATELY. - PROVIDE TEMPORARY IRRIGATION WHERE PRACTICAL AND FEASIBLE. Temporary Tree Protection Detail SCALE: N.T.S. 2 J_ 3 4 20' MIN. 5 NOTE: USE 36" D.O.T. APPROVED FABRIC USE WOOD OR STEEL POST. -•-- 6' MAX. O.C. FRONT VIEW TYPE A FABRIC (36') USE: 1) ON DEVELOPMENTS WHERE THE LIFE OF THE PROJECT IS GREATER THAN. OR EQUAL TO 6 MONTHS. 2) WHERE THE SLOPE GRADIENT IS STEEPER THAN 3:1. FASTENERS FOR WOOD POST (WIRE STAPLES) POST SIZE MIN. LENGTH TYPE OF POST SIZE OF POST 4' SOF WOOD 3' DIA, OR 2X4. 4' OAK 1.5'X1.5' 1.3 LB, /FT. MIN. 4' STEEL FENCE GAUGE 17 MIN. GAUGE 14 MIN. CROWN 3/4' WIDE LEGS 1/2' LONG 6 reard reardon design, IIc. post office box 654 savannah, georgia 31402 STAPLES /POST FASTENERS FOR WOOD POST <NAILS) LENGTH 1' BUTTON HEADS 3/4' 5 MIN. NAIL /POST. 4 MIN. 912.441.3890 ga. office 843.321.9533 sc. office NOTE: FILTER FABRIC MAY ALSO BE ATTACHED TO THE POST BY WIRE, CORD, AND POCKETS. TENSILE STREGTH <LBS. MIN.) (1) (ASTM D -4632) .ELONGATION < %MAX.) (ASTM D -4632> AOS <APPARENT OPENING SIZE) (MAX. SIEVE SIZE) (ASTM D -4751) FLOW RATE (GAL /MIN. /SQ. FT) (GDT -87) 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 -120 FILL -100 40 #30 25 80 175 36 (I) MIN. ROLL AVERAGE OF FIVE SPECIMENS. (2) PERCENT OF REQUIRED INITIAL MIN. TENSILE STRENGTH Temporary Silt Fence Detail SCALE: N.T.S. jreardon @reardon- design.com www.reardon- design.com IIIMMOM® NO. DATE REVISION THIS DRAWING AND ITS CONTENTS ARE: ❑ NOT FOR CONSTRUCTION RELEASED FOR CONSTRUCTION BY J. Tearo ovt (PROJECT MANAGER WITIAL ) ON 16 OCT. 2012 W >iv J OC minim O w 101... 0 0 z W � LU z Z� O ° ILU CD z 0 D cm-1Z W ct t� V 0 V TYBEE ISLAND MMOMMEMEM DRAWING TITLE: NOTES & DETAILS PROJECT NO: DATE: DRAWN BY: CHECKED BY: 120010.000 03.21.2012_ JFR JFR SHEET NO: (DATE) C-4 ' r L 5 6 °. COPYRIGHT © 2012 reardon design, Ilc. THIS DRAWING AND ITS REPRODUCTIONS ARE THE PROPERTY OF THIS FIRM AND MAY NOT BE REPRODUCED, PUBLISHED, OR USED IN ANY WITHOUT THE WRITTEN PERMISSION OF THIS FIRM. Euevy ele vie weu ONd er 't® violate, ©F fCN I Ides applicable e doo et review and perra should net a warranty or ^ By �I't 1 rVed -A , e 1 e`ga 416:3 Sne at All COMIltiCilOil FAMILY � a ia S* AND 5' 2 NE ;all PIaasilLiiti iii i}uli a @3�ai� i �Ut c ony,9t1 with international plIJM: t, __?,, Oe_._ Edition and Sta6e 411 C' si + Aaeten invents ssa� COrt IV with The Oa-WOO Mete Enoreay Code and State of Oeorola Amse - dv,1Ci 3 ID 4 5 07 SECOND AVENUE; LOT 59A —WARD 1 ITY OF TYBEE, TYBEE ISLAND, GEORGIA b a -. sir 4:a�.�P4a`� FRONT 2 0 .�. rattt? 6 MUST 8E COPPER NO ALUMIUN(vi ALL 3ectiOn 9, b- section a°2® TV e Land D 's iopme t Ca' -u-if2a-mi—LIISCOMECT s shall be provided to disconnect all co uetOrs in a building or other structure fro rwic 01103 could ctors. A minimum of two (2) m eans of egress shall b- provided and shall be arrange: to minimin the possibility that both might b ro ere0 impassible by the same. - mergemy condition. & -e:eion .o -O gAetnttIon ui e.... , la Sr �i�adJal�iEiWFr� �. oa�� �z. E. �.,•, t;..�,, waPi3 tiQsignat,. � (1 a ` 0 1-li end 4•..116 o v teI', !1's� f11-....1',. +:litt ye ipra nt, only parking, w;;ar l GENERAL PROJECT NOTES INFORMATION CONTAINED ON THESE DRAWINGS IS PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR IN EXECUTING THE WORK. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE REPRESENTATIONS OF ALL CONDITIONS. FOR DIMENSIONS NOT SHOWN OR IN QUESTION, THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE DESIGNER BEFORE PROCEEDING. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER. THE CONTRACTOR SHALL MAINTAIN AT THE SITE OF THE WORK, A SET OF RECORD DRAWINGS. THE CONTRACTOR SHALL RECORD ALL CHANGES AND DEVIATIONS FROM THE DRAWINGS ON THIS "AS- BUILT' SET, WHICH SHALL BE UPDATED AT LEAST EVERY OTHER WEEK. AT THE CLOSE OF THE JOB, THE CONTRACTOR SHALL PROVIDE ONE COMPLETE SET OF ALL "AS- BUILT" INFORMATION TO THE DESIGNER IN CLEAR AND LEGIBLE FORMAT. CODE REFERENCE JURISDICTION: CITY OF TYBEE ISLAND, GEORGIA. GENERAL NOTE: ALL CODES TO INCLUDE CURRENT GEORGIA AMENDMENTS A. ALL CONSTRUCTION, ALTERATIONS, MOVEMENT, ENLARGEMENT, REPLACEMENT, AND REPAIR SHALL COMPLY WITH ALL CURRENT EDITIONS AND REVISIONS OF THE 2006 INTERNATIONAL BUILDING CODE (IBC), 2006 INTERNATIONAL RESIDENTIAL CODE (IRC) AND ALL LOCAL CODES. a b t© -qg B. ALL INSTALLATIONS OF ELECTRICAL SYSTEMS SHALL COMPLY WITH THE MO-NATIONAL ELECTRICAL CODE (NFPA 70), INCLUDING ALTERATIONS, REPAIRS, REPLACEMENT, EQUIPMENT, APPLIANCES, FIXTURES AND FITTINGS. C. ALL INSTALLATIONS OF GAS SYSTEMS SHALL COMPLY WITH THE 2006 INTERNATIONAL FUEL GAS CODE, INCLUDING GAS PIPING FROM POINT OF DELIVERY AND GAS APPLIANCES. D. ALL INSTALLATIONS OF MECHANICAL SYSTEMS SHALL COMPLY WITH THE 2006 INTERNATIONAL MECHANICAL CODE, INCLUDING ALTERATIONS, REPAIRS, REPLACEMENT OF MECHANICAL SYSTEMS. E. ALL INSTALLATIONS OF PLUMBING SYSTEMS SHALL COMPLY WITH THE 2006 INTERNATIONAL PLUMBING CODE, INCLUDING ALTERATIONS, REPAIRS, REPLACEMENT EQUIPMENT, APPLIANCES, FIXTURES AND FITTINGS. F. ALL CONSTRUCTION, ALTERATIONS, MOVEMENT, ENLARGEMENT, REPLACEMENT, AND REPAIR SHALL COMPLY WITH ALL CURRENT EDITIONS AND REVISIONS OF THE 2006 INTERNATIONAL FIRE CODE INCLUDING ALL FIRE CODES ADOPTED BY THE STATE OF GEORGIA AS PER OCGA 120-3-3. G. ALL CONSTRUCTION, ALTERATIONS, MOVEMENT, ENLARGEMENT, REPLACEMENT, AND REPAIR SHALL COMPLY WITH THE 2010 GEORGIA ACCESSIBILITY STANDARDS, THE 2000 LIFE SAFETY CODE (NFPA 101), THE AMERICAN NATIONAL STANDARD FOR PHYSICALLY HANDICAPPED PEOPLE (ANSI A117.1) AND THE AMERICANS WITH DISABILITIES ACT (ADA). H. ALL DESIGN AND MATERIALS SHALL COMPLY WITH THE 2009 INTERNATIONAL ENERGY CONSERVATION CODE. ABBREVIATIONS PROTECTION OF OPENINGS IMPACT - RESISTANT GLASS AND /OR PANELS ARE NOT REQUIRED FOR THIS STRUCTURE BECAUSE: O THIS BUILDING IS NOT LOCATED IN A WIND BORNE DEBRIS REGION. ❑ THIS BUILDING IS DESIGNED FOR INTERNAL AIR PRESSURE. IMPACT RESISTANT GLASS AND /OR PANELS ARE REQUIRED FOR THIS STRUCTURE AND ARE PROVIDED BY: IMPACT RESISTANT GLASS. PLYWOOD (ONE PER OPENING]. ARMOR SCREEN. OTHER. DOES NOT APPLY. MATERIAL SYMBOLS <,KW Ike .. • •I• •4.• • ..4 4 • • ,11?. • •ArrArr.mr.arrimaindor EARTH GRAVEL CONCRETE PLYWOOD FINISHED WOOD • •9 • . • • ., ,AtAkA FRAMING LUMBER SHIM LUMBER GYPSUM BOARD/ STUCCO MASONRY- CMU BAIT INSULATION CLIENT INFORMATION NAME: KIMBERLY DIXON ADDRESS: 1610 HENDRY AVENUE SAVANNAH, GEORGIA 31406 PHONE: (912) 355 -6498 FAX: SITE DATA INFORMATION PROPERTY ADDRESS AREA /ZONING P.I.N. # DATE OF SURVEY ACRES ZONING 107 SECOND AVE.; TYBEE ISLAND, GEORGIA 4 - 0003 -16 - 010 GENERAL INFORMATION A0.0 I GENERAL INFORMATION • VICINITY MAP SAVANNAH BEACH A. AB AC ACT ADJ AD AHU ALT ALUM AMP AO APPROX AFF ASSY B. BAL BIC BLDG BLK BLKG BM BOTT BRG BTUH BUR ANCHOR BOLT ABOVE CEILING ACOUSTICAL CEILING TILE ADJUSTABLE AREA DRAIN AIR HANDLING UNIT ALTERNATE ALUMINUM AMPERES ACCESS OPENING APPROXIMATELY ABOVE FINISHED FLOOR ASSEMBLY BALANCE BUILT -IN- CABINETS BUILDING BLANK BLOCKING BEAM BOTTOM BEARING BRITISH THERM. UNIT/ HR. BUILT UP ROOFING 1 C. CAB CB CD CEM CFM CJ CLG CLO CMU CO COL CONC CONN CONST CONT CT CPT CW • 'D. DET DIA DIFF DIM DN DR DS CABINET CIRCUIT BREAKER CEILING DIFFUSER CEMENT CUBIC FEET/ MINUTE CONTROL JOINT CENTER LINE CEILING CLOSET CONC. MASONRY UNIT CASED OPENING COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CERAMIC TILE CARPET COLD WATER DETAIL DIAMETER DIFFUSER DIMENSION DOWN DRAIN DOWN SPOUT E. EA EF EJ EL ELEV ELEC EQ ETR EVVH EXT EXIST F. FDN FD FB FIN FIR! FL FTG G. GA GALV GL GND GWB GYP EACH EXHAUST FAN EXPANSION JOINT ELEVATION ELEVATOR ELECTRIC EQUAL EXISTING TO REMAIN ELEC. WATER HEATER EXTERIOR EXISTING FOUNDATION FLOOR DRAIN FIBERGLASS FINISH FLOOR FOOTING GAUGE GALVANIZED GLASS GROUND GYPSUM WALL BOARD GYPSUM 2 H. HB HC HM HP HR MGT HTG HTR HVAC HW ID IN INCAND INSUL 1NT J. JAN JB JCT JT K. HOSE BIBB HOLLOW CORE HOLLOW METAL HORSE POWER HOUR - HANDRAIL HEIGHT HEATING HEATER HEATING, VENT. & NC HOT WATER INSIDE DIAMETER INCHES INCANDESCENT INSULATION INTERIOR JANITOR JUNCTION BOX JUNCTION JOINT KW KILOWATT L. LAV LP LTG M. MAINT MAX MECH MIN MISC MO MTG MTL N. NA NIC NO NTS O. OA OC OD OPNG OPP LAVATORY LIGHTING PANEL LIGHTING MAINTENANCE MAXIMUM MECHANICAL MINIMUM MISCELLANEOUS MASONRY OPENING MOUNTING METAL NOT APPLICABLE NOT IN CONTRACT NUMBER NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OPENING OPPOSITE 3 P. PART PER PL PLAM PLYWD PNL PRESS PSF PSI PT PTD Q. PART PERIMETER PLATE PLASTIC LAMINATE PLYWOOD PANEL PRESSURE POUNDS/ SQ. FT. POUNDS/ SQ. INCH PRESSURE TREATED PAINTED QTR QUARTER QTY QUANTITY R. R RA RAD RD RECIRC RECP REINF REQ'D REV RM RISER (STAIR) RETURN AIR RADIUS ROOF DRAIN RECIRCULATING RECEPTACLE REINFORCING REQUIRED REVISED ROOM S. S SA SC SCH SECT SF SHT SPEC SS STL STIFF STOR STR SUSP SVC SW T. T TEMP THD THK TOIL TOC TOS TR TRTD TYP SUPPLY SUPPLY AIR SOLID CORE SCHEDULE SECTION SQUARE FEET SHEET SPECIFICATIONS STAINLESS STEEL STEEL STIFFENER STORAGE STRUCTURAL SUSPENDED SERVICE SWITCH TREAD (STAIR) TEMPERATURE THRESHOLD THICKNESS/ THICK TOILET TOP OF CONCRETE TOP OF SLAB TOILET ROOM TREATED TYPICAL U. SO. '-,ti4�ci� pOi� t�Tla�'� S�.r7 UG UNDERGROUND" UNO UNLESS NOTED OTHERWISE CrdQlri letter and mut eggs ioundation 101 V. V VCT VENT VTR W. W W/ WC WD WF WP WWF X. Y. Z. VOLT VINYL COMPOSITION TILE VENTILATION VENT THRU ROOF WATT WITH WATER CLOSET WOOD WIDE FLANGE WATER PROOF WELDED WIRE FABRIC %MON CERTIFICATE d CcAr 1iticato rIo n ,S c17 INDEX OF DRAWINGS THIS DRAWING AND ITS CONTENTS ARE: ❑ NOT FOR CONSTRUCTION RELEASED FOR CONSTRUCTION BY J. R.ecwotol (PRQtECTMANAGER WOW ON 25 MAY 2012 (DATE) 4 5 COI:MIGHT 0 2012 reardon design, Ilc. THIS DRAWING AND ITS REPRODUCTIONS ARE THE PROPERTY OF TH- IS ARM AND MAY NOT SE REPRODUCED, PUBUSHED, OR USED IN ANY WITHOUT THE WRITTEN PERMISSION OF THIS FIRM. 6 B RELEASE FOR CONSTRUCTION: reardon reardon design9 post office box 654 savannah, georgia 31402 912.441.3890 ga. office 843.321.9533 =office Jrerr'don@r'eardon- design.com www.reardon.design.com NO. DATE REVISION W )100 I- la � a ICC 0 IL cg U w CO RESIDENCE W Z DRAWING TITLE: 0 w z GENERAL INFORMATION PROJECT NO: DATE: DRAWN BY: CHECKED BY: SHEET NO: 120010.000 03.21.2012 JFR JFR A0.0 NUMBER SHEET TITLE N r o i GENERAL INFORMATION A0.0 I GENERAL INFORMATION • BUILDING DESIGN A1.0 FOUNDATION PLAN • A1.1 FIRST FLOOR PLAN & NOTES ' • A1.2 SECOND FLOOR PLAN & NOTES • A1.3 ROOF FLOOR PLAN & NOTES • A2.0 EXTERIOR ELEVATIONS • A2.1 EXTERIOR ELEVATIONS • ' A3.0 BUILDING SECTIONS • A3.1 WALL SECTIONS • A3.2 _ WALL SECTIONS 0 ELECTRICAL DESIGN E1.0 POWER & LIGHTING PLANS • ■ dd}y, wE;V R'b f � 4.,% $ / — /S_ —/ tnz 2 c.+* V. *v . Y S, na_si §t,.3w sgp ref max^ ."-----2,,,,v ,=. Y•-.. - k..._ e-Y (A / .../1 d a �, /-t_—(•$ THIS DRAWING AND ITS CONTENTS ARE: ❑ NOT FOR CONSTRUCTION RELEASED FOR CONSTRUCTION BY J. R.ecwotol (PRQtECTMANAGER WOW ON 25 MAY 2012 (DATE) 4 5 COI:MIGHT 0 2012 reardon design, Ilc. THIS DRAWING AND ITS REPRODUCTIONS ARE THE PROPERTY OF TH- IS ARM AND MAY NOT SE REPRODUCED, PUBUSHED, OR USED IN ANY WITHOUT THE WRITTEN PERMISSION OF THIS FIRM. 6 B RELEASE FOR CONSTRUCTION: reardon reardon design9 post office box 654 savannah, georgia 31402 912.441.3890 ga. office 843.321.9533 =office Jrerr'don@r'eardon- design.com www.reardon.design.com NO. DATE REVISION W )100 I- la � a ICC 0 IL cg U w CO RESIDENCE W Z DRAWING TITLE: 0 w z GENERAL INFORMATION PROJECT NO: DATE: DRAWN BY: CHECKED BY: SHEET NO: 120010.000 03.21.2012 JFR JFR A0.0 2 ' nfl 4__ 2 r I i ..„.., r V v V 'J L.) -11 r ..L._ I r ..-_ n 1 7 - - 1 1-- - 1 ‘.....,..,..., ..,-, , ,.... 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II II I II 3.1 • II' I I 14 Aga, 1_ ' I 1 1 oo2 1 • <I , 4 , 1 2i ) 11 I 1 i}.„ t, I' 1 I 4 < 41 1 cr 4- . 4_ _ - ___ ...1 _.... rd li A +0' 'r0 i \ \ < 4 -7 1 3,000 PSI 4" CONeRETE I` \ • Al 1 ATRUEL FINISH) \ 4 ------- ..-. / - 4 - i 1 I/ I I $ I I 1 1 1 4. t, ...1 4 I <11 1 1 11 I I In 1i 1 411 )4 i 1 i 1 NW r ? I A2.0 1 1 1 1 1 IA 1•IIT 1 H II 14 I 4 i t... 41:rti I 1 i 1 2 1 I 1 II 4 ma r . , , 1 1 , ) U. „, L - / ',.. 1 % .ti.. ...i 14 a ....„1 MS 1.-- 4 1 4 c) a .- 4 .. , 4 •4 • 4 41 a 41 < 4 4 r 1 1 • . , : i , r 1 4 , 1 0 1 4 ; 4 11 1 • 4. 1 r?"4,1 4 •44 4 r-..„4 • em 4 4 '1)1 • 4 ° I II1 I , _ 1 , I4Y / -3- ---- ---- -1‘Np i I-4..„.-__----nita- I ---.-- ..7.1. 1 1 11 11 to I, ° III I 4 • 1 4 4 "k I L 1 I 4 4 44 • 4 4 4 1 I- -..4 -I. , .:, - -, 7 tit / . A *IF- 4A3.1 4 4 4 .6 4 A 4 skg r- I 1 14 ' IN 1 - 4. - ..-. _4:1-____....2....._11 1 - - - - -.'---.4. - --a? 4' 11 - _ _4_4_ _,.... .c, I I I . c.) ''C■i 1 H I 1 I A1.0 111, 1 I 1 I 1 1- s 4/saa kti 5....il . : - " " Ai. AIM= e4 I ,,J A A ,' » a 4 I_ - -71' .:, 9 A A 4. - , '4 1111M1111 Ti aan, am 4 to° 4 4 4 <7 4 4 4 4 Z 4 4 • 44 4 • 4 4 4 4' 111111111 1111111111111111 Inillil I 4 11 • a 4 4 ' al i 1 r 4 5'14" .6 . 4 ' , • 4 4 4 • 11 C3 7 oo 11111114111111 UP 4 .01211. r - - - 1 _4_ r - --1 a 4 4 •4r - a • 11 1 + A A '4 - ..-4 <LI 4 * 1 4 - a L 4 4 <7 44D L _._ - _ -.3 <I 4 4 1 4 L - C., ?- <I a 4 <7 4 4 .,9 4 4 a tC) 4' 1 4 4 4 4 4 ea < 4 o 4 a C's7 l sl 4 4 L Q L.. - 4 A • 4. tQ> 4 A • -- .-.-,Q n_. --- A2.0 4 4 4 DRIVEWAY QA p " A6'• 4 4 4 Q • A 4 4 P 4 4 E 'Si 4» CONdRE1 BROOM FISH) 4 <4 S-0" ‹si 4 41 4 , , 4 a 4 Ce-2" •4 l r 4 s'it-4 3*0" 4 / 01111215-4 a 4 4 4 4 4 4 • 0 1q-2" 1-, 4 4.4 4 4 4 4 .60 I -c.) 4 • 4 , Z 4 4 ° 4 " 4 4 ' 4 4 4 4 4 4 4 4 4 4 . 4 4 a 4 4 a 4 4 a 41 <7 4 4 4 4 • 4 4 4 <7 • 4 4 4 4 4 4 sz, 4 a 4 4 4 .0 a C, 4 I 141 4 44 4 4 e <7 a 4 A 4 4 4 4 'a • <I 4 4 4' 2' 0 4 8' SCALE: 1 /4"= 1 -0" Foundation Plan 1/4" = 1P-0" 3 Ulii2F.Tar,52 tk=7-- 11\ ar 41. Te.ttr%t-e-A- e..Q.4- evit- GENERAL PROJECT NOTES: Tybee Lana _ 3-080-B-1 A driveway openipg which connects a residential lot with public street shall not greater than eiq-tiMF,i in 4 GENERAL CONTRACTOR SHALL ABIDE BY ALL FEDERAL STATE, AND/OR LOCAL CODES. IF A DISCREPANCY BETWEEN CODES OCCURS, THE MOST STRINGENT SHALL PREVAIL INFORMATION CONTAINED ON THESE DRAWINGS ARE PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR-. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE REPRESENTA-TIONS OF ALL CONDIIIONS. FOR DIMENSIONS NOT SHOWN OR IN QUESTION; THE CCNTRACTOR SNALL REQUEST CLARIFICATION FROM THE DESIGNER BEFORE PROCEEDING. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE COMMENCEMENT OF ANY WORK. SHOULD DISCREPANCIES BE DISCOVERED, THE CONTRACTOR SHALL VERIFY INTENT WITH THE DESIGNER BEFORE PROCEEDING. GENERAL SITE NOTES: SITE DRAINAGE SHOULD BE ESTABUSHED TO PREVENT ANY PONDED WATER CONDITIONS WITHIN THE CONSTRUCTION AREA AND TO FACIUTATE THE RAPID RUN-OFF OF STORM WATER. ANY UTILITIES THAT UNDERLIE THE SITE SHOULD BE RELOCATED AND THE TRENCHES BACK FILLED WITH APPROVED SOIL. THE BACK FILL SHOULD BE PLACED IN SIX INCH THICK LIFTS AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH ASTM-D-1557. ANY FILL REQUIRED TO LEVEL OR RAISE THE SITE SHOULD THEN BE PLACED IN 8 TO 10 INCH THICK LOOSE LIFTS AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH ASTM-D-1557. ALL OF THE FILL FOR THIS PROJECT SHOULD CONSIST OF A CLEAN, FREE DRAINING SAND WITH A MINIMUM OF 15% FINES, THIS FILL SHOULD BE FREE OF OBICTIONABLE ROOTS, CLAY LUMPS AND DEBRIS. ALL FOOTING EXCAVATIONS SHOULD BE CHECKED WITH A HAND PENETROMETER TO VERIFY THE SOIL BEARING. AREAS THAT ARE DETERMINED TO BE DEFICIENT SHOULD BE UNDERCUT TO FIRM SOIL AND BACK FILLED WITH CLEAN SAND. CRUSHED STONE OR FLOWABLE FILL. THE FOOTING EXCAVATIONS AND ALL OF THE PREPARED SLAB SUB GRADE SHOULD BE MAINTAINED IN A DRY AND COMPACTED CONDITION UNTIL THE CONCRETE IS PLACED. AREAS THAT ARE SOFTENED BY WATER OR BY CONSTRUCTION ACTIVITY SHOULD BE REWORKED AND RECOMPACTED TO THE REQUIRED DENSITY AND BEARING. FOUNDATION NOTES: CONCRETE SHALL DEVELOP 3000 PSI AT 28 DAYS. CONCRETE SHALL BE POURED AT A MINIMUM SLUMP OF 5. WATER WILL NOT BE ADDED AT THE JOB SITE. CONTRACTOR IS RESPONSIBLE FOR ALL CONCRETE AND MATERIAL TESTING IN ACCORDANCE WITH ACI 318. COMPACTION REQUIREMENTS: COMPACTED TO 95% DENSITY IN ACCORDANCE WITH ASTM-D-1557. SOIL BEARING VALUE: 1500 PSF (TO BE VERIFIED BY CONTRACTOR) REINFORCEMENT SHALL CONFORM TO ASTM A 615, GR. 60. LAP CONTINUOUS BARS 40 BAR DIAMETERS. PROVIDE CORNER BARS AT CORNERS. MINIMUM CONCRETE PROTECTION OF REINFORCING STEEL, UNLESS OTHERWISE NOTED: FOOTINGS (BOTTOM AND SIDES) PIERS OR COLUMNS BELOW GRADE PIERS OR COLUMNS ABOVE GRADE BEAMS SLABS 3* CLEAR 3* CLEAR 1-112- CLEAR 2» CLEAR 1» CLEAR BOTTOM OF ALL FOOTINGS SHALL BE 12 INCHES MINIMUM BELOW FINISH GRADE. ALL CONCRETE WORK SHALL CONFORM TO A.C.I 301 REQUIREMENTS. RAKE AND CAULK L tI (.1 1:3.,fiVe rit Ali drivaarys: mc,ist be eabia' te ri BUILDING PAPER CONCRETE FILL VERT. REINFORCING EACH SIDE SPECIAL CONTROL JOINT UNITS ANCHOR AT COLUMNS 16" O.C. RAKE AND CAULK NOTES: INSTALL 1-#5 IN FILLED CELL BOTH SIDES OF CONTROL JOINT IN ACCORDANCE WITH DETAIL S1.0. HORIZONTAL JOINT REINF. IS DISCONTINUOUS ACROSS CONTROL JOINT. Typical CMU Control Joints 5 8" C.M.U. BLOCK WALL grc....14714.40"‘ rmorivii1 u 11141: . ., , : 7 itzlik., &am: =itith., a trot trialk I NOTE: REINFORCE FOR FILLED WALL CELLS SHALL BE CONTINUOUS FROM THE FOOTING THRU INTERMEDIATE TIE BEAMS, IF ANY, AND ANCHORED TO THE BOND BEAM BY BENDING 90" AND EXTENDING 24" ALONG BEAM. Typical CMU Plan Details SCALE: 1 1/2" = 1'-0" PREFORMED GASKET RAKE AND CAULK SCALE: N.T.S. p. 8* C.M.U. BLOCK WALL (WATER PROOF PAINTED) VERT. WALL REINF. IN CELLS VERT. WALL REINF. IN CELLS 8" C.M.U. BLOCK WALL 6 THIS DRAWING AND ITS CONTENTS ARE: 0 NOT FOR CONSTRUCTION RELEASED FOR CONSTRUCTION BY J. R.ectroim, (PROJECTMANAGER MIN.) ON 25 MAY 2012 PATE) (I) 'ilkilimmomsaammaiW RELEASE FOR CONSTRUCTION: reardon reardon design Eiti© . post office box 654 savannah, georgia 31402 912.441.3890 ga. office 843.321.9533 Sc. office ireardon@reardon-design.com www.relvdon-design.com summomamminnestasi.--- NO. DATE REVISION m a RESIDENCE DRAWING TITLE: 0 (.9 LU FOUNDATION PLAN PROJECT NO: DATE: DRAWN BY: CHECKED BY: 120010.000 03.21.2012 03.21.2012 JFR JFR SHEET NO: '417Mirtala' 4*-47,164Mit A 1 11 0 2 3 4 5 --1-- COPYRIGHT © 2012 rear▪ d- on des- ign, Ile. THIS DRAWING AND ITS REPRODUCTIONS ARE THE PROPERTY OF THIS FIRM AND MAY NOT BE REPRODUCED, PUBUSHED, OR USED IN ANY VA THOUT THE WRITTEN PERMISSION OF THIS 6 lommammadh "t a C) N 0 C) 1 29' -4" 2 4' -8" 6' -0" 1' 10' -8" e -O" 3' -10" 0 6' -10" NOTE: PROVIDE UNFACED R -15 BATTS INSULATION IN WALLS OF ALL BATHS AND TOILET ROOMS, AND BEDROOMS AND ADJACENT SPACES. (TYP.) PROVIDE R -19 IN SECOND FLOOR SANDWICH. STAIR DATA: FLR. TO FLR. HEIGHT = ?' - ?" ( ? ? ? ") ?R 0 ?", ?T ® 11" CONTRACTOR TO VERIFY EXISTING CONDITIONS First Floor Plan 1/4" =1' -0" SQUARE FOOTAGE CALCULATIONS FIRST FLOOR: SECOND FLOOR: GARAGE: DECKS & PORCHES: 860 SF 786 SF 860 SF 613 SF TOTAL SQUARE FOOTAGE: 3,119 SF GARAGE (67 %): 576 SF DECKS & PORCHES (50%): 307 SF TOTAL ADJUSTED: 883 SF WALL TYPE LEGEND 2 =2= REINF. CONCRETE MASONRY UNITS (SIZES VARIES) if /f WOOD STUD WALL (SIZES VARIES) NEW DOOR (SEE SCHEDULE) GENERAL PROJECT NOTES: GENERAL CONTRACTOR SHALL ABIDE BY ALL FEDERAL, STATE, AND /OR LOCAL CODES. IF A DISCREPANCY BETWEEN CODES OCCURS, THE MOST STRINGENT SHALL PREVAIL. INFORMATION CONTAINED ON THESE DRAWINGS ARE PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE REPRESENTATIONS OF ALL CONDITIONS. FOR DIMENSIONS NOT SHOWN OR IN QUESTION, THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE DESIGNER BEFORE PROCEEDING. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE COMMENCEMENT OF ANY WORK. SHOULD DISCREPANCIES BE DISCOVERED, THE CONTRACTOR SHALL VERIFY INTENT WITH THE DESIGNER BEFORE PROCEEDING. 3 2 3 T 1/2" CDX PLYWOOD SHEATHING TYVEK BUILDING WRAP HORIZONTAL SIDING CONT. CAULK CORNER BOARD s ,` s T 1 i T T ..„„r T !AnATTTAti.....Al 1' -4' O.C. TYPICAL NOTE: BORON TREATMENT. IN ADDITION, ALL WOOD FRAMING SHALL BE TREATED WITH TIM -BOR OR EQUAL BORON BASED COLORED FUNGI AND TERMITE RETARDER. 2X4 WOOD STUDS 0 16" O.C. R -21 WALL FIBERGLASS INSULATION 1/2" GYPSUM WALLBOARD ;,`ti insulations rust mpIy with Tho Geor f€ 'OWL EnoeBV Code 2bI�i� gild Mate ®F Geovgla Ameadolooto 1' -4" O.C. TYPICAL !/ // / / /Iri'IIt �TiT 'r T T R -21 WALL FIBERGLASS INSULATION 1/2" GYPSUM WALLBOARD 4 R 21 WALL FIBERGLASS INSULATION 1/2" GYPSUM WALLBOARD 2X6 WOOD STUDS ® 16" O.C. FILL CAVITY W/ R -19 WALL INSULATION PRIOR TO ERECTION 2X6 WOOD STUDS @ 16" Q.C. FILL CAVITY W/ R -12 WALL INSULATION PRIOR TO ERECTION 1/2" CDX PLYWOOD SHEATHING TYVEK BUILDING WRAP HORIZONTAL SIDING 1X6 LAPPED CORNER TRIM 1X2 TRIM CONT. CAULK FILL CAVITY W/ R -21 WALL INSULATION PRIOR TO ERECTION 2X6 WOOD STUDS @ 16" O.C. 1/2" CDX PLYWOOD SHEATHING TYVEK BUILDING WRAP HORIZONTAL SIDING Typical Wall Plan Details SCALE: 1 1/2" =1'-0" FLOOR LINE 3/4" PLYWOOD RISERS 3/4' PLYWOOD TREAD T 5 2X4 WOOD STUDS 1/2" GYPSUM WALL BD. WOOD CASING (PAINTED) T WIDTH 4AS SCHEDULED Typical Door Jamb/ Header Details SCALE: 1 1/2" —1-0 8" HARDIPLANK COLONIAL ROUGHSAWN LAP SIDING (6 3/4" EXPOSURE) GALVANIZED/ ALUM. FLASHING ON ALL FOUR SIDES 2X6 SURROUND, SMOOTH FINISH SDL DOUBLE HUNG WINDOW 2X6 SURROUND, SMOOTH FINISH 6 2- 2X8 w/ 1/2" PLWD. DOOR HEADER CAULK CONT. WOOD CASING (AS SCHEDULED) DOOR (AS SCHEDULED) GALVANIZED / ALUM. FLASHING ON ALL FOUR SIDES 3/4" T &G FLOORING (GLUED & SCREWED INTO PLACE) 3/4" PLYWOOD RISERS 3/4" WOOD TREAD GALVANIZED/ ALUM. FLASHING ON ALL FOUR SIDES 2X6 SURROUND, SMOOTH FINISH Typical Window Details SCALE: 1 1/2" =1'-0" 2X12 STRINGERS (PROVIDE 3 MIN.) Typical Interior Stair Details SCALE: 1 1/2" = 1' -0" 4 (2) 2X12 HEADER SIMPSON JST. HANGER 2X12 STRINGERS (PROVIDE 3 MIN.) THIS DRAWING AND ITS CONTENTS ARE: 0 NOT FOR CONSTRUCTION RELEASED FOR CONSTRUCTION BY _ec wdov1 ON 25 MAY 2012 (PROJECT PANAGER.) RELEASE FOR CONSTRUCTION: aLt reardon reardon desion9 Tic® post office box 654 savannah, georgia 31402 912.441.3890 ga. office 843.321.9533 sc. office jreardon@mardon-design.com www.reartbn-design.com NO. DATE REVISION DRAWING TITLE: 1ST FLOOR PLAN & NOTES PROJECT NO: 120010.0 DATE: 03.21.2012 DRAWN BY: JFR CHECKED SY: JFR SHEET NO: 5 A1.1 COPYIVGHT C 2012 reardon design, IIa THIS DRAWING AND ITS REPRODUCTIONS ARE THE PROPERTY OF THIS ARM AND MAY NOT OE REPRODUCED, PUBLISHED, OR USED IN ANY WITHOUT THE WRITTEN PERMS:30N OF TIS FIRM. 6 r._ �' ► AWASH_ ; �� I J IT � ,, L � �'— ---- R I DRY I �L - - ® - -� I!i STAIR I!!!ii it t, G it UTITY 0 �) 0 , UP 108 1111 ao HP -1 112 OATH I ++6'-10" 6441 CI ligirrill I II r 1Ir.as,.y.11/..AV' , IMMO i /l /!f / ,Pr .of/ �' I 111.1.1 1 Fp 1.///,J/f/P Air /lff / /!l! /1l di' Jl/ . .rotoreAntwri t — — — — — — r ;�� F 1 i ',A I, r 0 all I re) PANTRY REFG. +12 -10 5/8" 9' -2" I!! e 110 irwuri rrrsirr��iriiirr�rr i 7/A3.0 8, -1" 2 _ _ UP A 9' -9" + �nD/W 0 ° i 1 . r �; -r 'i 1 I I I I r I I - -T 1---- --�- -� ' ` +8 -5 1/2' u...-._. 7/A3.0 SINK W/ DISP. C N 0 / KITCHEN I - C::. o, /�� I' / 1 I / - I "v1 o o .411 N tl. b�, - `f ' I I i 10 a �o> RANGE W/ OVENS ; 7/A3.0 GREAT RM. 7/A3.0' r---I r--- --I- r 11oa 1 I _ L 29' -4" i/ 4 ENTRY 4' 0 O O ei 7/A3.0 ®ININO RM. lia-9111 e °I R wr-Fa + +8' -51/2' "o STAIR rio 1HD. en UP ■e -- - _ !f.!iiI.r %l /f1NI I%Ziard -- - INV, it %!!1101! - -IP' APll r't11/11 ,/ ■ilk II ; 41.41 Isr Pr A 1 11111111111111 r� 3,_6" 5,_5" 5' -9" 5' -9,. 5' -5" 3' -6" II acp o, P ;.i �ii - • ++8'-4* -IN UP +D• -0w 0 '11 j' ff 1f: It NOTE: PROVIDE UNFACED R -15 BATTS INSULATION IN WALLS OF ALL BATHS AND TOILET ROOMS, AND BEDROOMS AND ADJACENT SPACES. (TYP.) PROVIDE R -19 IN SECOND FLOOR SANDWICH. STAIR DATA: FLR. TO FLR. HEIGHT = ?' - ?" ( ? ? ? ") ?R 0 ?", ?T ® 11" CONTRACTOR TO VERIFY EXISTING CONDITIONS First Floor Plan 1/4" =1' -0" SQUARE FOOTAGE CALCULATIONS FIRST FLOOR: SECOND FLOOR: GARAGE: DECKS & PORCHES: 860 SF 786 SF 860 SF 613 SF TOTAL SQUARE FOOTAGE: 3,119 SF GARAGE (67 %): 576 SF DECKS & PORCHES (50%): 307 SF TOTAL ADJUSTED: 883 SF WALL TYPE LEGEND 2 =2= REINF. CONCRETE MASONRY UNITS (SIZES VARIES) if /f WOOD STUD WALL (SIZES VARIES) NEW DOOR (SEE SCHEDULE) GENERAL PROJECT NOTES: GENERAL CONTRACTOR SHALL ABIDE BY ALL FEDERAL, STATE, AND /OR LOCAL CODES. IF A DISCREPANCY BETWEEN CODES OCCURS, THE MOST STRINGENT SHALL PREVAIL. INFORMATION CONTAINED ON THESE DRAWINGS ARE PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE REPRESENTATIONS OF ALL CONDITIONS. FOR DIMENSIONS NOT SHOWN OR IN QUESTION, THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE DESIGNER BEFORE PROCEEDING. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE COMMENCEMENT OF ANY WORK. SHOULD DISCREPANCIES BE DISCOVERED, THE CONTRACTOR SHALL VERIFY INTENT WITH THE DESIGNER BEFORE PROCEEDING. 3 2 3 T 1/2" CDX PLYWOOD SHEATHING TYVEK BUILDING WRAP HORIZONTAL SIDING CONT. CAULK CORNER BOARD s ,` s T 1 i T T ..„„r T !AnATTTAti.....Al 1' -4' O.C. TYPICAL NOTE: BORON TREATMENT. IN ADDITION, ALL WOOD FRAMING SHALL BE TREATED WITH TIM -BOR OR EQUAL BORON BASED COLORED FUNGI AND TERMITE RETARDER. 2X4 WOOD STUDS 0 16" O.C. R -21 WALL FIBERGLASS INSULATION 1/2" GYPSUM WALLBOARD ;,`ti insulations rust mpIy with Tho Geor f€ 'OWL EnoeBV Code 2bI�i� gild Mate ®F Geovgla Ameadolooto 1' -4" O.C. TYPICAL !/ // / / /Iri'IIt �TiT 'r T T R -21 WALL FIBERGLASS INSULATION 1/2" GYPSUM WALLBOARD 4 R 21 WALL FIBERGLASS INSULATION 1/2" GYPSUM WALLBOARD 2X6 WOOD STUDS ® 16" O.C. FILL CAVITY W/ R -19 WALL INSULATION PRIOR TO ERECTION 2X6 WOOD STUDS @ 16" Q.C. FILL CAVITY W/ R -12 WALL INSULATION PRIOR TO ERECTION 1/2" CDX PLYWOOD SHEATHING TYVEK BUILDING WRAP HORIZONTAL SIDING 1X6 LAPPED CORNER TRIM 1X2 TRIM CONT. CAULK FILL CAVITY W/ R -21 WALL INSULATION PRIOR TO ERECTION 2X6 WOOD STUDS @ 16" O.C. 1/2" CDX PLYWOOD SHEATHING TYVEK BUILDING WRAP HORIZONTAL SIDING Typical Wall Plan Details SCALE: 1 1/2" =1'-0" FLOOR LINE 3/4" PLYWOOD RISERS 3/4' PLYWOOD TREAD T 5 2X4 WOOD STUDS 1/2" GYPSUM WALL BD. WOOD CASING (PAINTED) T WIDTH 4AS SCHEDULED Typical Door Jamb/ Header Details SCALE: 1 1/2" —1-0 8" HARDIPLANK COLONIAL ROUGHSAWN LAP SIDING (6 3/4" EXPOSURE) GALVANIZED/ ALUM. FLASHING ON ALL FOUR SIDES 2X6 SURROUND, SMOOTH FINISH SDL DOUBLE HUNG WINDOW 2X6 SURROUND, SMOOTH FINISH 6 2- 2X8 w/ 1/2" PLWD. DOOR HEADER CAULK CONT. WOOD CASING (AS SCHEDULED) DOOR (AS SCHEDULED) GALVANIZED / ALUM. FLASHING ON ALL FOUR SIDES 3/4" T &G FLOORING (GLUED & SCREWED INTO PLACE) 3/4" PLYWOOD RISERS 3/4" WOOD TREAD GALVANIZED/ ALUM. FLASHING ON ALL FOUR SIDES 2X6 SURROUND, SMOOTH FINISH Typical Window Details SCALE: 1 1/2" =1'-0" 2X12 STRINGERS (PROVIDE 3 MIN.) Typical Interior Stair Details SCALE: 1 1/2" = 1' -0" 4 (2) 2X12 HEADER SIMPSON JST. HANGER 2X12 STRINGERS (PROVIDE 3 MIN.) THIS DRAWING AND ITS CONTENTS ARE: 0 NOT FOR CONSTRUCTION RELEASED FOR CONSTRUCTION BY _ec wdov1 ON 25 MAY 2012 (PROJECT PANAGER.) RELEASE FOR CONSTRUCTION: aLt reardon reardon desion9 Tic® post office box 654 savannah, georgia 31402 912.441.3890 ga. office 843.321.9533 sc. office jreardon@mardon-design.com www.reartbn-design.com NO. DATE REVISION DRAWING TITLE: 1ST FLOOR PLAN & NOTES PROJECT NO: 120010.0 DATE: 03.21.2012 DRAWN BY: JFR CHECKED SY: JFR SHEET NO: 5 A1.1 COPYIVGHT C 2012 reardon design, IIa THIS DRAWING AND ITS REPRODUCTIONS ARE THE PROPERTY OF THIS ARM AND MAY NOT OE REPRODUCED, PUBLISHED, OR USED IN ANY WITHOUT THE WRITTEN PERMS:30N OF TIS FIRM. 6 1 T 1 T 2 29' -4" 1 AVON!" OP !L) F Al/ /4f#Pr Air AllJ1 irJr /l410Jr 41.19r all // /I / /Jr rr 0 + +17' -10 1/4111111111111111 '111111 STAIR TsrnIi.� {:IMOXiIrW.iir,�vririi l i 1 i -4° X24 N1 9' -9" 1111 �. low - I r trrirsrr.iirir�e°riirir {iirrirrr.sa.ma rr� g'4�11.1� HALLWAY FD SHWR. ®; 1 2 CONT. GALV. 28 GA. SIDEWALL FLASHING (SEE DETAIL) 3 ASPHALT SHINGLES OVER- SELF—SEALING ICE & WATER BARRIER ON 3/4' CDX PLYWOOD SHEATHING RIDGE VENT (CONT.) NAILS AS PER MANUFACTURER SPECS. ASPHALT SHINGLE RIDGE CAP 4 HEAVY BEAD OF ROOFING CEMENT EA. SIDE— CONT. 12 Roof Ridge Detal SCALE: 11/2" =1'-0" ASPHALT SHINGLES SHALL BE APPLIED ACCORDING TO MANUFACTURER'S PRINTED INSTRUCTIONS ALTERNATE MATERIAL IS STANDING SEAM METAL ROOFING. L. DASHED LINE INDICATES EXTERIOR FACE OF WALLS LINE INDICATES ROOF OVERHANG 4' 2' 0 4' 8' 1 SCALE: 1/4"=1'-0' NOTE: ABSOLUTELY NO THRU —ROOF PENETRATIONS ON/ NEAR FRONT ELEVATIONS OF ROOF PLANES GENERAL PROJECT NOTES: GENERAL CONTRACTOR SHALL ABIDE BY AU. FEDERAL STATE, AND /OR LOCAL CODES. IF A DISCREPANCY BETWEEN CODES OCCURS, THE MOST STRINGENT SHALL PREVAIL INFORMATION CONTAINED ON THESE DRAWINGS ARE PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE REPRESENTATIONS OF ALL CONDITIONS. FOR DIMENSIONS NOT SHOWN OR IN QUESTION, THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE DESIGNER BEFORE PROCEEDING. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE COMMENCEMENT OF ANY WORK. SHOULD DISCREPANCIES BE DISCOVERED, THE CONTRACTOR SHALL VERIFY INTENT WITH THE DESIGNER BEFORE PROCEEDING. GENERAL ROOF NOTES: INFORMATION CONTAINED ON THESE DRAWINGS ARE PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR IN EXECUTING THE WORK. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE REPRESENTATIONS OF ALL CONDITIONS. FOR DIMENSIONS NOT SHOWN OR IN QUESTION, THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE DESIGNER BEFORE PROCEEDING. ROOFING CONTRACTOR SHALL PROVIDE FLASHING AROUND ALL ROOFING PENETRATIONS AS PER ROOF MANUFACTURER'S WRITTEN RECOMMENDATIONS. ALL PENETRATIONS MAY NOT BE SHOWN. 1. TYPICAL ROOF SLOPE IS 4:12 UNLESS NOTED OTHERWISE. 2, TYPICAL ROOF OVERHANG IS 1' -6' UNLESS NOTED OTHERWISE. 1 2 ASPHALT SHINGLES OVER SELF — SEALING ICE & WATER BARRIER ON 3/4' COX PLYWOOD SHEATHING R -30 INSULATION BATTS ROOF RAFTERS @ 16 "0.C. GALV. HURRICANE CUPS AT EACH RAFTER DBL. TOP PLATE Roof Rake Detal SCALE: 1 1/2" =1' -0" SHEATHING STEP FLASHING WALL FINISH BACKER ROD AND SEALANT NOTES: 1. KICKOUT FLASHING MUST BE ANGLED 100' MIN. TO ALLOW FOR PROPER DRAINAGE. ROOF SHINGLES BUILDING PAPER DRIP EDGE KICKOUT FLASHING 2. KICKOUT FLASHING SEAMS MUST BE SOLDERED OR SEALED WITH APPROPRIATE SEALANT. 3. TERMINATE WALL FINISH 1° MIN. ABOVE ROOF. Sidewall Flashing Detail SCALE: N.T.S. 3 4 CONTINUOUS CORROSION— RESISTANT METAL DRIP EDGE CONT. CAULKING HARDIE FASCIA TRIM HARDIE SOFFIT (VENTED) HARDIE HORIZ. LAP SIDING BUILDING WRAP 1/2" CDX PLYWOOD SHEATHING 2X STUDS 0 16" O.C. W/ R -15 INSULATIONS BATTS STANDING SEAM METAL ROOF OVER SELF — SEALING ICE & WATER BARRIER ON 3/4" COX PLYWOOD SHEATHING 5 RIDGE VENT (CONT.) T 12 Roof Ridge Detal (Alternate) SCALE: 1 11''2" =1' -0" 6 STANDING SEAM METAL ROOF OVER SELF — SEALING ICE & WATER BARRIER ON 3/4" CDX PLYWOOD SHEATHING R -30 INSULATION BATTS ROOF RAFTERS 0 16 "O.C. GALV. HURRICANE CLIPS AT EACH RAFTER ,,,,,,,,,,,,,, ,,,,, _ ,,,, 1r DBL. TOP PLATE Roof Rake Detal (Alternate SCALE: 1 1/2" = 11-0" CONTINUOUS CORROSION— RESISTANT METAL DRIP EDGE CONT. CAULKING HARDIE FASCIA TRIM HARDIE SOFFIT (VENTED) HARDIE HORIZ. LAP SIDING BUILDING WRAP 1/2" COX PLYWOOD SHEATHING 2X STUDS 0 16' O.C. W/ R -15 INSULATIONS BATTS THIS DRAWING AND ITS CONTENTS ARE: 0 NOT FOR CONSTRUCTION RELEASED FOR CONSTRUCTION BY _). Peardow (PROJECT MAMA INITIAL) oN 25 MAY 2012 PATEI RELEASE FOR CONSTRUCTION: reardon reardon design��� post office box 654 savannah, georgic 31402 912.441.3890 ga. office 843.321.9533 sc. office jreardon ©n,ardon'Sign.com www.rairdon-design.com NO. DATE REVISION O W et W z DRAWING TITLE: ROOF PLAtI PROJECT NO: DATE: DRAWN BY: CHECKED BY: era luszeatiargi 120010.000 03.21.2012 JFR JFR SHEET NO: A1.3 5 6 COPYRIGHT C 2012 reardon design, Ile. THIS DRAWING AND ITS REPRODUCTIONS ARE THE PROPERTY OF THIS FIRM AND MAY NOT BE REPRODUCED, PUBLISHED, OR USED IN ANY WITHOUT THE WRITTEN PERMISSION OF THIS ARM. 1 2 Front Elevation SCALE: 114" = 1' -0" ;ti,J1r`� s or:;n�5, .:7)i O than 30" abovEl SIDEN 1AL e— Mule. .a es; or;ening p rnitiedi ;s EXTERIOR FINISH SCHEDULE BUILDING ELEMENT MATERIAL FINISH I COLOR I NOTES I FINISH MATERIAL NOTES ROOF ROOF ASPHALT SHINGLES STANDING SEAM METAL NAT. SHADOW PRE— FINISHED BARKWOOD DARK BRONZE GAF — TIMBERLINE ARMORSHIELD II SHINGLES PAC —CLAD FASCIA TRIM FIBER CEMENT SMOOTH TBD HARDIETRIM HZ10 5/4 BOARDS GABLE TRIM FIBER CEMENT SMOOTH TBD HARDIETRIM HZ10 5/4 BOARDS SOFFIT FIBER CEMENT VENTED TBD HARDIESOFFIT HZ10 CORNER TRIM FIBER CEMENT SMOOTH TBD HARDIETRIM HZIO 5/4 BOARDS WINDOW & DOOR TRIM FIBER CEMENT SMOOTH TBD HARDIETRIM HZ10 5/4 BOARDS WINDOWS ALUMINUM CLAD PRE — FINISHED TBD DOORS FIBERGLASS PAINTED TBD LAP SIDING FIBER CEMENT ROUGHSAWN AUTUMN TAN HARDIEPLANK HZ10 LAP SIDING COLUMN WRAPS FIBER CEMENT SMOOTH TBD HARDIETRIM HZIO 5/4 BOARDS PORCH DECKING P.T. WOOD STAINED TBD CMU WALLS & PIERS CMU PAINTED TBD HVAC FENCE P.T. WOOD PAINTED TO MATCH HOUSE NO1F Al FXTFRIf R t.nt ORS SHA1 I RF APPROVER RY OWNFR/ RFSICNFR 1 2 3 4 5 nommounnummemnamminumumunommonnommuummummuumma MN= Mil 111=111111111111111111111 MN MB 1.111111=1111111MIMIN Mal 11 1111 11 I1 1 11 1111 11 II 11 11 II I I II 11 II III II 1111 11 II I II 1I II 11 1111 II 11 11 II III II II I II I 6 ■MMON11111111111111111111II I 1111•111rnal11111111111111111$' A IIIIIIIIIIIIIIIIIIIII1111111111111111111 Right -Side Elevation SCALE: 1/4" =1 *-0" FINISH NOTES INFORMATION CONTAINED ON THESE DRAWINGS ARE PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE REPRESENTATIONS OF ALL CONDITIONS. DOWNSPOUTS SHALL BE PRE — FINISHED ALUMINUM, SIZED AS REQUIRED FOR LOCAL CLIMATE CONDITIONS. r x 4. MINIMUM. SEE DOOR AND WINDOW SCHEDULES, SHEET A6.0, FOR ADDITIONAL INFORMATION. PAINT ALL ROOFTOP MOUNTED DEVICES AND PENETRATIONS TO MATCH ADJACENT ROOF MATERIAL. 3 4 COPYRIGHT C 2012 reardon design, Iic. THIS DRAWING AND ITS REPRRODUCIIONS ARE THE PROPERTY OF THIS ARM AND MAY NOT BE REPRODUCED. PUBllSHED, OR USED IN ANY WITHOUT THE WRITTEN PEUSSOON OF THIS ARIA. 11.35 I O2ead No intecI.;; d SQ a!Iow witch 14e .4 E 3EeC /V1 L L1YATIt) '6w llog i','dailfJp 'Rail I O U : •S`.iD 10- $ df~..'. .°.3. incct-srt and d3,:d3 'S1 .iU n •° ::OFi`lI F within . ? f9re,o etty a�12i �f tatgi end. THIS DRAWING AND ITS CONTENTS ARE: ❑ NOT FOR CONSTRUCTION RELEASED FOR CONSTRUCTION BY J. Recrocow (PROJECT MANAGER I ON 25 MAY 2012 PTE) � s � 6 D RELEASE FOR CONSTRUCTION: reardon reardon designs 0� post office box 654 savannah, georgia 31402 912.44t3890 ga. office 843.321.9533 sc. office jreardon ©reardon•design.com www.reardon- design.com NO. DATE REVISION W LL w= F97.1 O � Lt) ig LIJ ‘r- RESIDENCE DRAINING TITLE: 0 LU CD EXTERIOR ELEVATIONS PROJECT NO: 120010.000 DATE: 03.21.2012 DRAWN BY: JFR CHECKED BY: JFR SHEET A2.0 P,f, WOW int YAM CM.t 1 2 „At. "linfla" 8Q 5(5AWOO1N) 32" PA K% an "w1 WONI" P/N15 "WIMP*" Lt? 5t7tdG (OM (VOW 5V00M) VOW .411111.11111111111.1111111111111111.1r '6' 0 .Aiiiiiiiiiiiiiiillaff =I 1111I 12 N 1 lf17 5r/a\ SEAM A'e1 iNf f�` .41111.11=111111111•11•11111I 1=1116. 12 IMMO i i i EMI MIN Il ,• // Rear Elevation • ■ • a ■ ■ li 'I •/� / //i /2 SCALE: 1/4" =1' -0" •/. •/ . 2/ orCh , b .. c "N t.41("L!•?5I7t+t'a(CiXOMCOLON& 40a6,4•F4N) "KAMM" IM(5V00111) *T.Q. RIDGE, T.Q._Dit PLATE .Q._HFJAD HGT. _ 3 +1.2. €ni.Q F P:(. WOO 5145 WI MI /L5 ED. deck e floor or g nim,I`I"' hEi minimum fie -er nil?ed is t; ". continuous, NOTF- Al I FXTFRIOR COI ORS SHAT I RF APPROVFt1 RY (WNFR/ RFSIGNFR 2 Q I j AD HCT. i' J.Q. FIR +.Q. CQNC. FTC. R CO 00 3EAI1WALL6 Cr; 3 ,.O, F;3 and do th U n €t r cerium witiTIIn ?� S 10P k tg. 4 t7.1a 1 hIgh4 Ovi lot gJ; 11 wfall r f kids N.1t a h wPldL roa V�Nf 4 rete vl;Nr 5 i ■mman au■��u� 111■ HI��1�1■ I�N�■ I�v1�1�1�1�1��u�1�1�1�m ■����i■�mial��■i■n sir N�n�nn� ■i�ni■nnin�wm�n■�uu��m■immo��� 6 � T.O._R(D•�� RELEASE FOR CONSTRUCTION: 111i II III l II 1I 1 1 II II I- II II I I f 1 1 1 1 I I 11 j i Il I I 11 11 reardon II I I II I II Reardon deaigne� post office box 654 savannah, georgic 31402 912.441.3890 ga. office 843.321.9533 sc. office jreardon @reardon- design.com www.reardon-design.com NO. DATE REVISION aaI` aaa■aa111111aa11111aa■ 11111111111111111111111M111111111111111111•111111 f aaa1aaa11a111111aaaa___ aaaaala�aa�aaa�aaa/ 1111111111111111111111111111111111111111111111111111 ; COIL.I T... +NC. FIG i/ Left -Side Elevation SCALg: 114" =1' -0" FINISH NOTES INFORMATION CONTAINED ON THESE DRAWINGS ARE PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE REPRESENTATIONS OF ALL CONDITIONS. DOWNSPOUTS SHALL BE PRE - FINISHED ALUMINUM, SIZED AS REQUIRED FOR LOCAL CLIMATE CONDITIONS. 3" X 4" MINIMUM. SEE DOOR AND WINDOW SCHEDULES, SHEET A6.0, FOR ADDITIONAL INFORMATION. PAINT ALL ROOFTOP MOUNTED DEVICES AND PENETRATIONS TO MATCH ADJACENT ROOF MATERIAL. 3 NOR CV EejaeXPE �p r SF�ALL 6 AWE' A PAIN 14,1M N 1rt.li OI`tIiiii`i � 3 r. ? SQ. H. EXCEPT GRAN FLOOR OMI'I aaLL NAME k MINIMUM NET LLF,A R ,19 ® �s+e dap NAVE' 5 4 COPYRIGHT C« 2012 reordon design, Ile. THIS DRAWING AND ITS REPRODUCTIONS ARE THE PROPERTY OF THIS ARM AND MAY NOT BE REPRODUCED, PUBUSHED, OR USED IN ANY WITHOUT THE WRITTEN PERMISSION OF THIS Fl o DRAWING TITLE: EXTERIOR ELEVATIONS THIS DRAWING AND ITS CONTENTS ARE: 0 NOT FOR CONSTRUCTION RELEASED FOR CONSTRUCTION BY J. Ream( ©In, (PROECT MANAGER MN ON 25 MAY 2012 ATE) 6 PROJECT NO: DATE: DRAWN BY: CHECKED BY: SHEET NO: 120010.000 03.21.2012 JFR JFR EXTERIOR FINISH SCHEDULE BUILDING ELEMENT MATERIAL I FINISH COLOR I NOTES FINISH MATERIAL NOTES ROOF ROOF ASPHALT SHINGLES STANDING SEAM METAL NAT. SHADOW PRE - FINISHED BARKW00D DARK BRONZE GAF - TIMBERLINE ARMORSHIELD II SHINGLES PAC -CLAD d FASCIA TRIM FIBER CEMENT SMOOTH TBD HARDIETRIM HZ10 5/4 BOARDS GABLE TRIM FIBER CEMENT SMOOTH TBD HARDIETRIM HZ10 5/4 BOARDS SOFFIT FIBER CEMENT VENTED TBD HARDIESOFFIT HZ1O CORNER TRIM FIBER CEMENT SMOOTH TBD HARDIETRIM HZ10 5/4 BOARDS WINDOW & DOOR TRIM FIBER CEMENT SMOOTH TBD HARDIETRIM HZ10 5/4 BOARDS WINDOWS ALUMINUM CLAD PRE - FINISHED TBD DOORS FIBERGLASS PAINTED TBD LAP SIDING FIBER CEMENT ROUGHSAWN AUTUMN TAN HARDIEPLANK HZ1O LAP SIDING COLUMN MAPS FIBER CEMENT SMOOTH TBD HARDIETRIM HZIO 5/4 BOARDS PORCH DECKING P.T. WOOD STAINED TBD CMU WALLS & PIERS CMU PAINTED TBD HVAC FENCE P.T. WOOD PAINTED TO MATCH HOUSE NOTF- Al I FXTFRIOR COI ORS SHAT I RF APPROVFt1 RY (WNFR/ RFSIGNFR 2 Q I j AD HCT. i' J.Q. FIR +.Q. CQNC. FTC. R CO 00 3EAI1WALL6 Cr; 3 ,.O, F;3 and do th U n €t r cerium witiTIIn ?� S 10P k tg. 4 t7.1a 1 hIgh4 Ovi lot gJ; 11 wfall r f kids N.1t a h wPldL roa V�Nf 4 rete vl;Nr 5 i ■mman au■��u� 111■ HI��1�1■ I�N�■ I�v1�1�1�1�1��u�1�1�1�m ■����i■�mial��■i■n sir N�n�nn� ■i�ni■nnin�wm�n■�uu��m■immo��� 6 � T.O._R(D•�� RELEASE FOR CONSTRUCTION: 111i II III l II 1I 1 1 II II I- II II I I f 1 1 1 1 I I 11 j i Il I I 11 11 reardon II I I II I II Reardon deaigne� post office box 654 savannah, georgic 31402 912.441.3890 ga. office 843.321.9533 sc. office jreardon @reardon- design.com www.reardon-design.com NO. DATE REVISION aaI` aaa■aa111111aa11111aa■ 11111111111111111111111M111111111111111111•111111 f aaa1aaa11a111111aaaa___ aaaaala�aa�aaa�aaa/ 1111111111111111111111111111111111111111111111111111 ; COIL.I T... +NC. FIG i/ Left -Side Elevation SCALg: 114" =1' -0" FINISH NOTES INFORMATION CONTAINED ON THESE DRAWINGS ARE PROVIDED FOR THE CONVENIENCE OF THE GENERAL CONTRACTOR. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE COMPLETE AND ACCURATE REPRESENTATIONS OF ALL CONDITIONS. DOWNSPOUTS SHALL BE PRE - FINISHED ALUMINUM, SIZED AS REQUIRED FOR LOCAL CLIMATE CONDITIONS. 3" X 4" MINIMUM. SEE DOOR AND WINDOW SCHEDULES, SHEET A6.0, FOR ADDITIONAL INFORMATION. PAINT ALL ROOFTOP MOUNTED DEVICES AND PENETRATIONS TO MATCH ADJACENT ROOF MATERIAL. 3 NOR CV EejaeXPE �p r SF�ALL 6 AWE' A PAIN 14,1M N 1rt.li OI`tIiiii`i � 3 r. ? SQ. H. EXCEPT GRAN FLOOR OMI'I aaLL NAME k MINIMUM NET LLF,A R ,19 ® �s+e dap NAVE' 5 4 COPYRIGHT C« 2012 reordon design, Ile. THIS DRAWING AND ITS REPRODUCTIONS ARE THE PROPERTY OF THIS ARM AND MAY NOT BE REPRODUCED, PUBUSHED, OR USED IN ANY WITHOUT THE WRITTEN PERMISSION OF THIS Fl o DRAWING TITLE: EXTERIOR ELEVATIONS THIS DRAWING AND ITS CONTENTS ARE: 0 NOT FOR CONSTRUCTION RELEASED FOR CONSTRUCTION BY J. Ream( ©In, (PROECT MANAGER MN ON 25 MAY 2012 ATE) 6 PROJECT NO: DATE: DRAWN BY: CHECKED BY: SHEET NO: 120010.000 03.21.2012 JFR JFR