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HomeMy Public PortalAbout11-0475 Funky Fish Outdoors_2of2REMOVE EXT'G BOX AND REPLACE AS PER DETAIL WITH WATER LINE CENTERED IN NEW INTERFERRENCE BOX GRATF INLET TOP 9.17 \ I.E. 425 B" 55 °4' ° VALVE CONNECT TO EXISTING STOR BOX BY CORE DRILL I.E. 6.00 OUTLET STRUCTURE - SEE DETAIL MATCH EXISTING PAVING ELEVATION AE -12 I.',. 11 04 t 1 / 7 14 U 1,90 N BP TC TR 25 LF 18" OIA. N -12 ADS AT 1.67X DETENTION BASIN TO HAVE A BOTTOM AREA OF 2,000 SF Inin.) WITH 3:1 SIDESLOPES - BOTTOM AND SIDES TO BE SODDED TO PREVENT EROSION 24 PVC GRAIL INLET TOP 9.80 I.E. 4.64 GR• rE INLETS _r.• • ,4 4 5.97 - 4•T+ 'g L.OVELL AVENUES 0 °• 10.0 996 671 N31 0 _0 r�� - ,� FIE � R2i� H 'ORANf graw- 6.6 it .,____:15. . o E ! 6! ,p 11 fr„.114,,,,vic....„ , _- _���Y WER P S. -I� II ,_„, / + ESS HEAF trail F' -b ' -. AS SHO A� LCU WA TT Lj OVE- CU'B 1.15% 10.26 9000 ,7 240.00' 4 -1 W P:' 1 XI PM© NX I Q 0 H.C. PARKING AREA TO BE CONCRETE ITR 9.631 TC 4918 9.42 ITRI 9R 9.42 0 0. ^R 6.66 EPRESS HEADER CURB AS SHOWN TO A4,-LOW WATER OVEii CURB 6.42 9.41 TR 0-45 - TC 698 ha I MAO SIDE WALK 10.02 15 ton o TR 694 / - 78-REP .0 70. PM© PM T W. 66:66 10:96 10.69 TRANSISTION SIDEWALK AT DOOR TO MARCH FINJ,SED L ELEVATION F00R B.P. TR 666 TC 19Y 3 /P S I.?. K /N( / 1 F.F. 1966 I 0 O 25X /RA' , AE -13 0'10.77 GUTTERS AND DOWNSPOUTS ROOF PLAN BUILDING FLOOD PROOFING NOTES : 1. BUILDING IS BEING DESIGNED BY THE ARCHITECT TO Be FLOOD PROOFED SO THAT THE BUILDING FINISHED FLOOR WILL BE ALLOWED TO BE BELOW THE FEMA ELEVATION. 2. CONTRACTOR AND OWNER TO VERIFY ELEVATIONS WITH THE CITY OF TYBEE ISLAND AND THE INSURANCE CARRIER PRIOR TO CONSTRUCTION. 0.56X SIDE WALK op O 4 op. T.C. 7 0 57 C 10 05 0.9.77 BUTLER w _ >_ '240. 1 0.10.25 NAIL INEPOWER POLE EL. 11.49(NGVD 7929) PAVING MARKING NOTES 1. INSTALL RAISED PAVEMENT MARKING WHERE REQUIRED AS PER THE D.O.T 2 STRIPING LAYOUT, COLOR, TYPE AND INSTALLATION TO BE AS PER THE D.o.T.'S LATEST SPECIFICATIONS AND PRACTICES TRAFFIC AND RIGHT -OF -WAY NOTES: 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK. 3. CONTRACTOR IS TO OBTAIN A RO.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. MATCH EXISTING SIDEWALK ELEVATION T.5995 0 9.46 VENUE MATCH EXISTING PAVING ELEVATIO oovalv= M o o ,U7T(=R EXISTING T C.9, 77 SLORE 0.3712 G.9,25. NCHMAR.K PIK43'IN POWER POLE I. 71 37(NGVO 1929) PAVING, GRADING AND DRAINAGE PLAN GEORGIA D.O.T. NOTES I. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. RIGHT -OF -WAYS MUST BE APPROVED AND PERMITTED THROUGH THE GEORGIA DO.T. NOTES: 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 OF CONSTRUCTION AND POR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL Be REPAIRED AT THE EXPENSE OP THE CONTRACTOR. 4. 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.. 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 SY ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER. 6 ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM 7. CONTRACTOR TO VERIFY ALL EXISTING AND PROPOSED STRUCTURE LOCATIONS (drainage, sanitary, ale.) TOPS AND DEPTHS PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION 10. 18" CURB ANO GLITTER /T recurred) TO BE CONCRETE. JA,u J Id44E i),HGR 'POLE ,0 P06TOEVELOPE0 STORY EVENT POND aevATW/f/ I YEAR • LB 5 YEAR • 551 10 TEAR • IN f1 TEAR • £83 80 YEAR •6p 100 YEAR • LOS AE -12 RICHARD E. MAYBAUGH / _PPP p0 NE L1N� Fro \CURL+ TOP 9.91 TH.9 12 I.F555 \ T C. 9.9:' 1;916 / TOP 9.69 I( 514 AE -13 KELLY SULLIVAN op 6' 6- ,CM., _ w w rH \ I °RIFACE POND WTF/IL STRUCTURE NO. BOX TOP ELEVATION THROAT ELEVATION CoNTOL ORICE OIA CONTOL ORRICE ELEVATION BDz ELEVATION OUWNL PIPE qA UIRFALL PPE WEIR CREST ELEV WEN WIDTH AS RECLINED 464. 9.51 9.37 3.75• mac. SAO 6.40 19' 6.51 9.59 36' F NOTE: WEIR TO BE ON XL FOUR SIDES STANDARD CONSTRUCTION DETAILS DETENTION BASIN OUTFALL STRUCTURE DETAIL PERMEABLE PAVING MAINTENENCE NOTES : op . IT IS HIGHLY RECOMMENDED THAT PERMEABLE PAVING BC INSPECTED AND CLEANED AT REGULAR INTERVALS TO ENSURE OPTIMUM PERFORMANCE. 2. DEPENDING ON THE AMOUNT AND TYPE OP TRAFFIC ON THE PAVEMENT AND ITS POTENTIAL FOR CLOGGING, CLEANING MAY BE NEEDED FROM TWICE A YEAR TO EVERY 3 OR 4 YEARS. AN INDICATION THAT THE PAVEMENT NEEDS TO BE CLEANED IS WHEN SURFACE PENDING OCCURS AFTER RAIN STORMS. 3. VACUUM SWEEPERS CAN BE USED TO REMOVE ANY ENCRUSTED SEDIMENT ON THE SURFACE OF THE DRAINAGE OPENINGS. AS STREET SWEEPING IS A BMP, THIS ALSO SATISFIES OTHER CRITERIA IN A COMPREHENSIVE STORMWATER MANAGEMENT PROGRAM 4 MORE AGGREGATE MATERIAL MAY BE ADDED TO REFILL THE DRAINAGE VOIDS IF NECESSARY AFTER CLEANING. 5. VEGETATAED AREAS AROUND PERMEABLE PAVING SHOULD BE ENCOURAGED TO HELP FILTER RUNOFF SPECIAL CONSTRUCTION NOTES 1. SITE AND BUILDING CONTRACTOR IS TO DETAIN, REVIEW AND FOLLOW THE RECCOMMENDATIONS SET FORTH BT THE GEOTECHNICAL REPORT 2. GROUNDWATER MUST RE LOWERED DURING CONSTRUCTION BY ANY MEANS APPROVED BY THE GEOTECHNICAL ENGINEER. 3 DE- WATERING MAY BE ACCOMPLISHED ST WELLPOINTS AND / OR DITCHES WITH SUMPS AND PUMPS. 4. STIRRING OF PROJECT SITE DEPTHS MAY BE FROM 1 TO IN EXCESS OF 5 FEET BELOW THE GROUND SURFACE. 5. FILL AND / OR BACKPILL SHALL CONSIST OF COARSE - GRAINED SOILS CLASSIFIED AS SW, SP SM OR SP -SM WITH A MAXIMUM OF I5X PASSING A 1200 SIEVE 8 BACK-FILL FOR PAVING SHALL BE PLACED IN 6 INCH LIFTS AND COMPACTED TO 95X DENSITY IN ACCORDANCE WITH ASTM D -1557 T. ANY TRENCH LEFT VACANT I Tram relocated UTILITIES, STUMP HOLES, ETC / SHALL BE BACKFILLED WITH APPROVED SOIL, PLACED IN 6 INCH LIFTS AND COMPACTED TO 95X DENSITY IN ACCORDANCE WITH ASTM 0 -1557 8 SUBGRADE SHALL BE PROOF ROLLED WITH A LOADED DUMP TRUCK. ANY 'PUMPING" OR UNSTABLE AREAS SHALL BE REMOVED AND REPLACED AS PER SPECIAL CONSTRUCTION NOTE 16. IN THE CASE OF EXCESSIVE MOISTURE, THE AREA MAY BE ALLOWED TO DRY AND RE -PROOF ROLLED 9. ALL FILL SOILS FOR THIS PROJECT SHALL BE AS PER SPECIAL CONSTRUCTION NOTE 15. 10, SOILS CLASSIFIED AS MI( CH, CC OR SC WILL NOT BE ACCEPTABLE Il. ALL FOOTING EXCAVATIONS AND SLAB SUBGRAOES SHALL BE COMPACTED TO A MINIMUM OF 95X IN ACCORDANCE WITH ASTM 0 -1557 II. SLABS ON GRADE SHOULD RE SUPPORTED BY A MINIMUM OF 4 INCHES OF GRANULAR FREE DRAINING GRAVEL OR COARSE SAND TO REMOVE MOISTURE C. A VAPOR RETARDING MEMBRANE SHALL RE PLACED BETWEEN GRANULAR BASE AND CONCRETE TO PREVENT MIGRATION BUILDING PAD NOTES 4 BUILDING FINISHED FLOOR ELEVATIONS TO BE SET AT A MINIMUM OF I' ABOVE F.E.MA FLOOD ELEVATION OR AS PER LOCAL JURISDICTIONAL REQUIREMENTS. 5. CONTRACTOR IS TO VERIFY F.E.M,A ELEVATIONS AND LOCAL CODES PRIOR TO ANT CONSTRUCTION ACTIVITY. THE STAMP AND SIGNATURE ON THESE AN -BUILT DRAWINGS ARE TO CERTIFY A9 -BUILT CONDITIONS ONLY AND ODES Nor MOTT THE DESIGN AS -BUILT 4 -18 -11 SPECIAL DATUM NOTES 1. THESE DESIGN DRAWINGS ARE BASED ON NGVD 1929 DATUM 2. PEMA MAPS ARE BASED ON NGVD 19BB DATUM 3.CONTRACTOR IS TO COORDINATE DIFFERENCE IN DATUMS WITH A REGISTERED SURVEYOR PRIOR TO THE START OF CONSTRUCTION PAVING SPECS FOR D.O.T. R /W'S 1 95 MM SUPERPAVE 135 LBS /SY 71.251 2 19 MM SUPERPAVE 220 LBS /SY (2 "1 3. 25 MM SUPERPAVE 550 LBS /SY (51 4. GRADED AGGREGATE BASE (8'9 DETENTION POND / SEDIMENT BASIN NOTE: 1. DETENTION POND IS DESIGNED TO BE A "DRY" BASIN AND THERIOR REMAIN DRY EXCEPT DURING STORM EVENTS. 2. DETENTION / SEDIMENTATION BASIN SHALL BE CONSTRUCTED IN CONJUNCTION WITH CLEARING AND PRIOR TO ANY OTHER SITE WORK. SPECIAL F.F. NOTES ; 1. CONTRACTOR TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES AND COORDINATE WITH GOVERNING AGENCY REQUIREMENTS. 2 CONTRACTOR TO COORDINATE FINISH FLOOR ELEVATIONS WITH STRUCTURAL, ARCHITECTURAL AND M.E.P. PLANS. FEMA MAP NOTES I THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE -12" AND •AE-13" ACCORDING TO F.IR.M. COMMUNITY PANEL NUMBER 13051CO0214F, MAP REVISED SEPTEMBER 26, 2008. INGVD 88) 2. THIS SITE IS IN ZONE .AE-12. AND ..AE-13. AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE. A MINIMUM ELEVATION OF 13.0 HAS BEEN SET. INGVD 881 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION ACTIVITIES. SPECIAL CONSTRUCTION NOTE, IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. SCALE. 1- = 20' 0 20' 40' 50' BOSWELL DESIGN SERVICES, INC. 0 v w z �am1 00O)O N • O 0, w Z • Q N Ul o z o m Q > g Q U) PAVING, GRADING AND DRAINAGE PLAN - WlLC79 44'14' . "'ItS r4fr '1 DRAWING NUMBER C -4 4 OF 12 SHEETS