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Home My Public Portal About06-0186 Soda Properties_2of2C.9.72 .9.22 \ T C/9.81 T, /C. 9.37; / G./6.28 \ I A Conc. Sidewalk Power Pole --0P .ONO PROPERTY HAVE RAISED PLANTING BE SLIGHTLY RAISED ENT RUN -OFF FROM THE SITE i .5 8 - -4 C.9.36 ;' 7/C.9.8 / T. C. 9 %89 / / / ' o ` 6.9.33/ / G. 9.,<38 /' / T /C.9.99/ / Curb & e"utter / 9.51 / Conc. Sidewalk TREE PROTECTION BARRICADE Power Pole 7 I 4 a� l I fit` oaeh ' I - 12 / ! ; I'� / 111 11O I i I , 1 AI / I / Ppte 1 ♦ °a /Wit e TREE PRBEC2jjON. •�� BARRICADT- _ TOP LANDING 8.52 i,NCH EXT'G C. ELEV. ■ EXG T.C. 10.13 G. 9.68 Conc. / 0 / / 2 / t4 o'G el 7 / / l -I n VNOIL°]2110 , f c 2 0 w O) LL 0 Z L1 LLJ 0 NO#E SRA$$It.1t7N IDEWAtK AT'.1ZOORWAY §.'TO MATCH; PIN:. PLR" ELEVATION TREE PROTECTION BARRICADE 1 S.Y. DUMPED STONE RIP -RAP / 8 Benchmark X ToprX " \ \ El. /7.80 (NGVD 1929) u. f; EA ALONG PROPERTY JE TO HAVE RAISED PLANTING D OR BE SLIGHTLY RAISED PREVENT RUN -OFF FROM AVING THE SITE 6 Power Pole PG 6.8 \ 7 - - - - -� 7T, \e÷G , f Conc. Guc'rdrail LOT 210 XX PAVING, GRADII',/G AND DRAINAGE PLAN GUTTER NOTES: I. GUTTERS SHALL BE UTILIZED TO DIRECT NEW RUN -OFF TO NEW SWALES AND TO UTILIZE NATURAL DRAINAGE. 2. DOWNSPOUTS SHALL BE INSTALLED SO AS TO DIRECT ROOF RUN -OFF TO THE SOUTH OR EAST. LEVEL SPREADER N Pow )',o e Z TRAIL SIGN SALLY PEARCE NATURE FG 6,13 1 G'1 / / 1. SEE SHEET C2 FOR LEGEND. 2. LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS "LIMITS OF CONSTRUCTION') 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OP CONSTRUCTION AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING - UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 4. ALL DISTURBED AREAS PROM 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 ". 5. 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 ENGINEER. 6. ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. 7. CONTRACTOR TO VERIFY ALL DRAINAGE STRUCTURE LOCATIONS, TOPS AND DEPTHS PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION. SPECIAL DRAINAGE NOTES: 1. THE LOT WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW FOR PROPER DRAINAGE. 2. STROMWATER DETENTION WILL NOT BE REQUIRED FOR THIS PROJECT. 3. ALL AREAS WHICH ARE NOT TO BE COVERED BY THE BUILDING DR THE ACCESS DRIVES ARE TO 6E PERVIOUS. GENERAL BUILDING INFORMATION NOTES, 1. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO DE SET AS PER PUMA FLOOD STUDY MAPS AND AS PER THE. CITY OF TYBEE ISLAND, GEORGIA ORDINANCES. 2. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS DR FOUNDATION WHICH WILL SATISFY PUMA ELEVATION AND FEMA ZONE REQUIREMENTS. GEORGIA D.O.T. NOTES, 1. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. RIGHT -OF -WAYS MUST DE APPROVED AND PERMITTED THROUGH THE GEORGIA D.O.T. EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO DE PRIVATELY MAINTAINED. RECEIVED Special Tree Notes 1. Great care is to be taken to not damage trees to be relocated. 2. All effort shall be made - to relocate any Palms (not relocated on site) to another part of Tybee Island at the expense of the recipient. Special Pre - Construction Note Contractor to verify all existing and proposed structure locations (drainage, sanitary, etc.), tops and depths prior to ordering materials or beginning construction. PUMA MAP NOTES , I. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA A8" ACCORDING TO F.I.R.M COMMUNITY PANEL NUMBER 135764 0001 C, MAP REVISED JUNE A 1886. 2. THIS SITE IS IN ZONE "A8" AND IS LOCATED WITHIN THE IOO YEAR FLOOD ZONE. A MINIMUM ELEVATION OF 12.0 HAS BEEN SET. 5. CONTRACTOR Is TO VERIFY PUMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. EXISTING - GRAM VARIES 2.0' VARES MISTED GRADE ELEVATIONS SHOWN ON PLANS SWALE DETAIL not to 'cola SPECIAL CONSTRUCTION NOTE: IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR OR OWNER OR HIS REPRESENTATIVE PRIOR TO CONSTRUCTING SAID INCONSISTANT ENTITY. IF THE CONTRACTOR KNOWS OR CAN RESONABLY 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. BOSWELL DESIGN SERVICES, INC. 0 W • Q N • 001 0' In m co • x • Z Z N O Z lA 34 DATE December 26, 2005 S PAVING, GRADING AND DRAINAGE PLAN SE I UTILIIILS PEfITECTEN CCMER I -800- 202 -7411 DRAWING NUMBER (-1 A T. C. 9.72 G.9.22 / T. Ci 9.81 r/. 9.37; / / / G. .28 .C.9.3= T:'C.9.8 9.33/ I) I / / T. C. 9 "89 / / G. 9,s 8 / Curb & .cutter / / / Q T C..9.99/ o ' 9.51 , / \ /- C. .R 16 /3 (9:9.:4 S• 69.// -0 6' Conc. Sidewalk Power Pole -fi - -eit7 Conc. Sidewalk __Si n— — Power Fjole --' --------------------9—=------ 0 o ° e I { !y . , pie j i / /111 / J0 TREE PROTECTION DARRICADE T.C.10.13 G.9.68 VN01103. I0 `' /- 0 C:n /7///c. C* U W CH' EXTG ELEV•w o wer 7'e WZ J Lo I- AREA ALONG PROPERTY LINE TO HAVE RAISED PLANTING BED OR SE SLIGHTLY RAISED TO PREVENT RUN -OPP PROM \LEAVING THE SITE TOP LANDING 5.52 TREE PROTECTION BARRICADE T.G.Y. DUMPED STONE RIP -RAP AREA ALONG PROPERTY LINE TO HAVE RAISED PLANTING BED OR BE SLIGHTLY RAISED TO PREVENT RUN-OFF FROM LEAVING THE SITE 6 Power Pole FO B.5 7 Guardrail LOT 210 Conc. -X -X PAVING, GRADING AND DRAINAGE PLAN F IS 13-1:3. ZOO) 1 / e' Benchmark x T0p1"X" \\ EJ. 17.80 (NGV01929) GUTTER NOTES, 1. GUTTERS SHALL BE UTILIZED TO DIRECT NEW RUN -OPP TO NEW SWALES AND TO UTILIZE NATURAL DRAINAGE. 2. DOWNSPOUTS SHALL SE INSTALLED SO AS TO DIRECT ROOF RUN -OFF TO THE SOUTH OR EAST. S. NEW RUN -OFF SHALL NOT SE ALLOWED TO THE NORTH OR WEST. 0- \ ILEVEL SPREADERI Pow e� •',o% NOTES, 1. SEE SHEET 02 FOR LEGEND. 2. LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS 'LIMITS OF CONSTRUCTION. S. CONTRACTOR IS RESPONSIDLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TD COMMENCING OF CONSTRUCTION AND POR AVOIDING CONFLICT WITH SAME ANY DAMAGE TO EXISTING UTILITIES SHALL SE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. RR 4. MULCHED, FERTILIZED ANDW WATERED PROMOTE ACTIVITIES SUFPICIENT GROUND COVER THAT WILL PREVENT SOIL EROSION SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN °EROSION CONTROL GRASSING! S DRAINAGE ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SWtROJNDING THE SITE WHICH EPFECTS THE OPERATIONS WILL SE PERCHED AY WATER AND WHIEFFECTIVELY IGHT RE ENCOUNTERED DURING WATER, SHALL BE REMOVED SY ANY ACCEPTABLE MEANS APPROVED SY THE ENGINEER B ELEVATIONS ARE GAGED ON MEAN SEA LEVEL DATUM 7. CONTRACTOR TO VERIFY ALL DRAINAGE STRUCTURE LOCATIONS, TOPS AND DEPTHS PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION SPECIAL DRAINAGE NOTES: I THE LOT WILL NEED TO BC GRADED AS SHOWN AND AS DICTATED BY EXISTING COMMONS WHICH CAN NOT SE PORSEEN TO ALLOW FOR PROPER DRAINAGE 2 STROMWATER DETENTION WILL NOT SE REQUIRED FOR THIS PROJECT. S. ALL AREAS WHICH ARE NOT TO RE COVERED SY THE BUILDING OR THE ACCESS DRIVES ARE TO BE PERWOOS. GENERAL BUILDING INFORMATION NOTES. L PROPOSED SUD.DING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS PER PEMA FLOOD STUDY MAPS AND AS PER THE CITY OP TYSE ISLAND, GEORGIA ORDINANCES, 2 PROPOSED BUILDINGS ARE TO. BE SUPPORTED ON PIERS OR POUNDATION WHICH WILL SATISFY PEMA ELEVATION AND PEMA ZONE REQUIREMENTS. 1GEORGIA DOT. NOTES, I. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. RIGHT •OP -RATS MUST BE APPROVED AND PERMITTED THROUGH THE GEORGIA MOT. EASEMENT NOTES, L THE OWNEIC ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO DE PRIVATELY MAINTAINED. Spoolol Tree Notes L Great care Is to be taken to not damage /rase' to be relocated. 2. All effort shall be made to relocate any Palms (no/ relocated on'.Sitef to another port of Tybee Islond at the expense of the. reclolent. Special Pre - Construction Note Contractor to verity all existing and proposed structure locations (drainage, sanitary, eto.l, tope and depths prior to ordering materiels or beginning construction. ■croA NAP NOTES , - I. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA AS ACCORDING TO PIRA COMMUNITY PANEL NUMBER 156164 0001 6 MAP REVISED JUNE 17 1586, 2 THIS SITE IS IN ZONE AS• AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE A MIMMUM ELEVATION OF 0.0 HAS BEEN SET. S. CONTRACTOR IS TO VERIFY PENA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. NVANA CR PLANS tWo. RECEIVE) t 2_ a,• _ SHALE DETAIL ea to a,r orcf:IAt CONSTRUCTION NOTE: IP ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR OR OWNER OR HIS REPRESENTATIVE PRIOR TO CONSTRUCTING SAID INCONSISTANT ENTITY IP THE CONTRACTOR KNOWS OR CAN RESONABLY BE EXPECTED TO HAVE KNOWN OP AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND PAILS 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 OP SAID ERROR, DISCREPANCY OR CONFLICT. SCALE F - 10. 0 10 20' 25' Z W Cr vJ `Z v ! W 0 J -J LIJ m I b 13 i, I a a O 0 z z U 0 z 0. a AAITACI A WSW IF RIR IDIOMS 6-* RUBES P S TIII M ER I DRAWING HUMOUR C -4 4 OF 8 SHF