The URL can be used to link to this page

44 CHURCH ? e -- -- -- - ----- -x _x_ - -- -- -- - - - - - -- -- - - - - - L-- - -- - - - --- - -x - - ------ - -- -- - --- - ------- oo 01 4' 0 0 N C R E rC S / 0 E WA Z ff 13.40 - -- -- -- - -- -- -)* - -- -- --x1m ----- - - --- r -- ----- - --- - -X43-.16- --- --x 0.H f. 0//r - ----- - , D- - - -- -- o 1)$--0 Hr- - -- - - .H ----- ---- O.&C L�f 10.82 0) X 12.57 X 13.06 X 13.42 &ENERAL NOTE6 01 _P4 007A0ay_:�_1_ Im. HARRIS WALLS, INC. x- krw-PoAff P-/ POLE 1. ALL LANDSCAPINO3 SHALL CONFORM TO DIVISION 8 OF THE ATLANTIC BEACH CODE, Mannhg 12.12 X 12/57 X 12.62 R 11.66 2. THE LANDSCAPE �CONTRACTOR IS RESPONSIBLE FOR VEJFYING PROJECT SITE cowrtms 10A 0 AND ALL OUANTITTIES INDICATED ON THESE PLANS. BEFORE PRICING WORK. Civil En�neering MATCH EXISTING Landscape Architecture MATCH EXWfNG Al 3. ALL PLANT MATEFRIAL SHALL BE FLORIDA GRADE No. I OR BETTER, NERSERY GROWN, IN GRADE RADE x x ACCORDANCE TO) FLORIDA GRADES AND STANDARDS HANDBOOK, /7' x x 6?F- 14 1A 4. PLANTS SHALL BIIE SOUND. HEALTHY AND BIGOROUS. WLL BRANCHED AND DENSLELY Ecolojoal Services 12.12 12.52 12,67 FOLIATED WHEN IN LEAF. THEY SHALL BC FREE OF DISEASE, INSECTS. EGGS OR LARVAE AND SHLL 14AVE: HEALTHY. WELL DEVELOOPED ROOT SYSTEMS. THEY SHALL BE FREE FROM Transportation Design X 11.66 0 10 20 30 RMICAL DAMAG3E OR ADVERSE CONDITIONS THAT WOULD PREVENT THRIVING GROWTH. EXISTING TREES hV TO REMAIN oil 5. THE CONTRACTOM SHALL EXCAVATE LANT PITS, ACCORDING 70 THE DRAWINGS. UNLESS Construction Services RELOCATED DUMPSTER CA 7S 77 x OTHERWISE DIREECTED. 01 81 King Street 6. ALL CONTAINER (GOWN ROOTBALLS S14ALL BE CAREFULLY SCOURED BEFORE SETTING IN PLANT Suite A PAZ 1224 SCALE: 1 10' PITS. X 11.76 x St. Augustine, Florldo 32084 1)94 wj 0,5 z /00. 00 " 01. *169.100 N. 7-5 7. ALL 13ACKFILL AMUND PLANT MATERIAL SHLL BE WORKED FIRMLY, TAMPED AND WATERED IN 904 827-0766 FAX 904 827-0767 1 .44 x UNDER AND ARCOUND THE ROOTBALL TO FILL ALL VOIDS. www.ihw-usci.com q A -- - - - - - -- ---- --- - - ...50 t�o 4 12.28 8. PLAWING BEDS !SHLL BE CUT OR EDGED TO FORM A UNIFR1fM LINE BETWEEN BEDS 11-46-,� . 64 .4 AND LAWN AREAZ. 1c-00W0 1112 IRON �.Se?ae, 14.83 �2. 4 79 L- NO CAR 4 TRAVERSE 16p NAIL 9. ALL PLA14TING 13EED AREAS WITH ACCEPTABLE TOPSIOL SHALL BE TOP CRESSED WITH 50% �4 4 ORGANIC 6-6-61 COMMERCIAL FER71LIZER AT A RATE OF NINE POUNDS PER 1000 SQUARE .4 - *4d A FEET AND TILLECD TO A MINIMUM DEPTH OF THREE INCHES. a * 4- - '4 1k 10. ALL TREES ARE ITO BE STAKED. REFER TO STAKING AND PLANTING DETAILS ON THE DRAWINGS. 46 4 11. CONTRACTOR SHAkU COORDINATE CONSTRUCTION OF PLANTING AREAS WITH INSTALLATION OF >W 4 - RI -S IRRIGATION SYSUEM. 93 .-4 4. 12. SOD AREAS SHALLL BE ARGENTINE BAHIA GRASS, GRASS FOR SODDING SHALL BE FREESHLY CUT '41 41 A % IN SQUARES ONCE FOOT WIDE BY TWO FEET LONG. SOD SHALL BE HEALTHY, FREE OF INSECTS, 41k . q� *. . "4k 4 1 4 .. , .. 4 1;,*/ , . ., .. �4: 0 , 4 4 ' . . . . . .". 'r IN NATURALLY RLOURISHING CONDITIONS. DRY, BROWN AND UNFRESH SOD WILL BE REJECTED. 4. 4 4f A 44 LEQEND: 4;&. LAYER. ALL UNE\VEN EDGES SHALL BE SQUARELY TRIMMED 70 ALLOW CLOSE AND FIRM FITTING 'D IVE ".L4 . SOD OF EACH PIECE. 4�p, I . : - .0 13. SOD SHALL BE UAD END TO END AND SIDE TO SIDE IN A TAGGERED LINE TO FORM A UNIFORM -14 41 -'A .17 R K� 4 - KIN 4. A 4� A ?A 14. AFTER SODDING DS COMPLETED. THE ENTIRE SOD AREAS SHALL BE WATERED BY HAND OR 133 SEED MULCH IRRIGk1I0N SYSTIEM EACH DAY FOR TWO WEEKS. SODDED AREAS SHALL THEN BE TOP DRESSED . . . . . .. WITH A COMMERCIAL FERTIUZER AS DIERECTED HEREIN AT THE RATE OF 12 POUNDS PER .21 CONCRETE PAVEMENT 1000 SOLME FFEET OF AREA IN AN EVENLY BROAD CASE PATTERN. X . . . . . . . . . . . . 15. THE LANDSCAPE ICONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANT MATERIAL ON SITE DURING ANOD BEFORE PLANTING, UNTL THE WORK IS ACCEPTED BY THE OWNER. 16. ALL PLANTS SHALLL BE GUARANTEED BY T14E LANDSCAPE CONTRACTOR TO BE HELATHY PLANTS AND Oct In R IN FLOURISHING CONDITION OF ACTIVE GROWTH FOR NINETY (90) DAYS FROM FINAL INSPECTION 1. AND ACCEPITANCEE, 9 .0 17. THE OWNER SHALLL HAVE 714E RIGHT TO REJECT ANY AND ALL WORK WHICH IN HIS OPINION DOES 9 6 NOT MEET WITH THE REQUIREMENTS OF THE SPECIFICATIONS AT ANY STAGE OF THE PROJECT .S ILL x -OPERATION. r 18, IN GENERAL, ALL, WORK $HALL PROCEED AS RAPIDLY AS THE SITE BECOMES AVAILABLE. KEEP 44 Church St. x ALL ARM OF VWORK CLEAN, NEAT, AND ORDERLY AT ALL TIMES, X 12.87 X 12.76 12.92 19. IF AN AUTOMATIC� IRRICATION SYSTEM IS TO DE PROVIDED, A SHOP DRAWING OF THE LAYOUT >m e X AND DESIGN MUIST BE SUMI77ED TO THE CITY OF ATLANTIC BEACH. FOR REVIEW AND APPROVAL. t2.43 0 PROPOSED ADDITION /9A PRIOR TO INSTAUIATION. 12.92 0 0 N 0 R 1- 7 FINISH FLOOR ELEV. 13.06 20. rFnGnON SYSTEI.M SMALL, BE FULLY AUTOMATIC, PROVIDING 100% COVERAGE TO ALL PLANTING Q6, t) A) AREAS, WITH ALLL POP UP HEADS IN LAWN AREAS. . . . . . . . . . . 12.10 21. A DOUBLE CHECK BACKFOLW PREMOR (OR APPROVED EQUAL); EQUAL TO DCA-iOO. TO BE x MOUNTED IN A IRECTANGULAR VALVE BOX (12-X1O ON THE SERVICE SIDE OF THE METER AND 01 IMMEDIATELY ADJACENT TO THE WATER METER (SH LD CITY WATER BE PROVIDED). T*. . . . . . I a 2 x 1 22. AFTER THE LANDSCAPE PLAN I APPROVED BY THE CITY OF ATLANTIC BEACH, ANY SUBSEQUENT A 44 0' CHANGES MUST BE'RESUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12.60 38M 16,94 1".10 Lj w f'S I CS L6 -.--4 1 --4 NOT'F_� STME TO M13T ORMar-S AS WZEga'A'Y EXIST)NG BUILDING 1�s 57-ORY A1AS0N,,9?' M�r avLL MOT raem RS OR " AAYZ6M A I TFU" OR MRAACW-5 GAIM CC U5 1,/ r x r mmwom srmins MMN rft&Y A MNMM 6r -T-7 -T w wo rw_ 9jV*Am_ PRM TO DACKFLLM /j 06, IN K 1 1 SrRmv rL &Air:e &&V, WIRE rWWW AW OVARP N -y IN krw w6re 0 - T 0 MZZM TCP 6f STAKE I WFE %WCRT4 SH&L OE z�- FOW 6AkZR VMTH U5EP ON MA14 STRItJIF& 44 0' 7 112" IRON PIPF > Z9 S a. Z.5 6696 x ,0 Ri A N F Z_ z 0 00 WECrEP FLAI'M10 MPL o) % x 13.0401 4 WAaR& TAW' TO 7_0P Z�Z,6-V. 4. c'F so 12.39 12.90 ROANE AR POPCKETS .00 - - - - -- - - - - - - - - - - - .0 rOINO .112" 11FON P11:2F 12,76 J)r 14.83 14.46 1 X ML CAR 61N1?,6_140149Z�7- +/37 > C ON C R f- TE _FP _AKINe 151NeLE-_FRUNK EE 61 it 0; Cd k, 41fll >1 M %AT- wr TO %&t P Cj uj Z 14-28 !r ezoNnNucw Rim V. MLLCH z r r CL L8 % - - 1 /7/ S�3 112 OF F611L?1WZ/? Z 0 7 5OU 7-11 112 OF FORXIISR Z 0 7- 7: Sz� 0) Q5 MX WATM Tme 0 to FZDVVF- w It) z Jj 9Z 0 Of 'f_z9 J, 9Z 0 0 r NO 7- INCZ V,OEZ cli NO 7 INCZ �10Z CL 0 0. R. 631 PC. 2096 0 42 7j. PC 5 W -C .0 V) 0 SHRUf5 PLANTINC-) 0 1� Q 0 0 ikl�! Wr To I ?I Z ce PLANT LIST w 0 IL L5"0 00 50 00 SYMBOL DESCRIPTION SIZE SPACING - - - -- - - - - - -- - - - - - - ---------------------------- ---------------------------- --------------------------- LI LAGERSTROMEIA INDICA"CRAPE MYRTLE" a'-10' HT, 3 TRUNK 2W OC. Release: RHAPHIOLEPIS INDICA"INDIAN HAWrHORN" IS" SPo 3 GAL 30" OC. R 8 CN 4 60. 00 /FIGHT- 111'A 0 Lml 0 011111. HARRIS &LWALLS. ;�`7r, -4n;�o U_ ri U,o L F�� tj SOUTHSIDF-BLUEPRINT SERVICE qq J- 2 7� 'UN 24o 0 F ROOF irv- Lo*A V.f q 1q.1 r77 77 7777"' F7 jl- C Te 7,11 C., FVTUFl, WUORQOI� -VAIP-1- u .611.- 10 fy) '-C)M� 51.41'3 F'N'lk'r'rj CORNIER F11 LL b D I T C 2 o FINCArl G R L�, co CONIPACITIED R\Tl C-RQs.:S TR I cr s-u R B 4,� ';' / ) 0 v"C"Jo R PLARK F-I i q L4 4` 0 0 N C' Rf 71f S OF WX Z Ar 0 A/Z., 0.H r 0. t-. 0. Z-. 0 Ile 0.//F fill Al 24 007,46VN'11_71 IVIT. HARRIS a WALLS, INC. ---A97X- Pozz Rcnnhg GEOMET*RY NOTES Civi! Engheering iRECEIVED 1. ALL SURVEY DATA I USED AND CONDITIONS ASSUMED TO BE PRESENT IN PREPARATION Londscape Arciteckwe OF THESE PLANS I WAS PROVIDED BY DURDEN SURVEYING AND MAPPING, INC.), KY. HARRIS 60. 00 /1?/6///7_ 0/ 1111A 1v 0 10 20 30 & WALLS, INC, CODES NOT ASSUME RESPONSIBILITY FOR -THE ACCURACY OR COMPLETENESS Ecolo*d Services APR 3 2000 NEW LOCAMON OF OF THIS DATA. DUMPSTER PAD 2. THE C014TRACTOR SSHALL VERIFY AND LOCATE ALL VERTICAL AND HORIZONTAL Trcnsporfation Design, EXISTING DUMPSTER & PAD. CONTROL POINTS I PRIOR TO CONSTRUCTION. IF ANY DISCREPANCIES SHOULD BE FOUND, City of Atlantic BeElch TO BE RELOCATED WOOD SHED TO BE USED AS CONMUC11ON THE CONTRAC70R !SHALL NOTIFY THE ENGINEER AND SURVEYOR OF THE CONDITION IN Building and Zoning OFFICE UNTILL COMPLETION OF BUILDING, WRITING PRIOR TO� COMMENCING HIS CONSTRUCTION ACTIVITIES. Constructbn Servicos 7 PINE THEN TO BE DEMOLISHED " IRON SCALE: 1 10' 3. ALL PAVEMENT OFFFSETS. RADII AND DIMENSIONS SHOWN ARE TO PROPOSED FACE OF 81 King Street TO 6 CURB, UNLESS OTFHERWISE NOTED. Suite A 4. THE CONTRACTOR SSHALL STAKE ALL IMPROVEMENTS USING THE GEOMETRIC DATA St. Augustbe, Florida 32084 N99 VJ 05 /00. 00 /Jo. 00 N. 7.7 S. PROVIDED. IT IS ITHE CONTRACTORS SOLE RESPONSIBILITY TO COMPLETELY STAKE AND 9N 827-0766 FAX 904 827-0767 C,'-91 CHECK ALL IMPROWEMENTS TO ENSURE ADEOUATE POSITIONING, 807H HORIZONTAL Jhw-usoxom OR QUESTION WrTFH THE GEOMURY GIVEN THE rONTRACTOR SHALL CONTACT _77 :016?1" - THE ENGINEER FOR? CLARIFICATION. 4 C? '�rz:v 5.01i' - . 00 8'R z&Y N . , . .. ;4 4 A I I TRAVERSE ,/4 .4 4 2 h?0N 8'R 41 5. 13UILDING COOKNATE IS TO THE OUTSIDE FACE OF BUILDING. BUILDING DIMENSIONS ARE -TURAL PLANS. '44 4' . 16p NAIL TO BE TAKEN FRONM THE ARCHrrEC .14 .: A 4 4 8. THE CONTRACTOR ISHALL MAINTAIN A SET OF "AS-BUILT* PLANS ON-SITE AND SUBMIT "`77.=7 4 �41 q EX STING TREES TO RLMAIN'-.- THESE PLANS TO TTHE ENGINEER-OF-RECORD UPON COMPLETION. ALL ASBUILTS (WATER. 0 JL >0 fo I SEWER. OR 07HERVWISE) SHALL BE SIGNED AND SEALED BY A FLORIDA PROFESSIONAL SURVEYOR AND MAAPPER. ALL HORIZONTAL AND VERTICAL LOCATIONS SHALL BE AS DIRECTED BY THE PROJECT EENGINEER. AND SHALL BE INCLUDED IN THE CONTRACT BID LUMP SUM COST. 40 41 C;. 4 _4 .12. 0 4 17.8 .31 Tt:�'un!,_-t 52' 4 GENERAL NOTES 4 4. �_27,�- 11- - A to I CONTRACTOR SHALLL PROVIDE ALL NECESSARY SIGNS. BARRIERS, MOR. EOUIPMENT. LO 4 .*. . (< :��CONCRETE PAVING ETC.. TO MAINTAINI A SAFE AND ADEQUATE FLOW OF PEDESTRIAN AND VEHICULAR .. .. t - - . 41 �. * & . H/C PARKING ell I', I , -' ...0. .. . ' '.- .. ... . . A: TRAFFIC ALONG R(CADWAYS AND INTO AND OUT OF SITE AND BUILDINGS FOR THE 4,P . " . .. I 4 A t DURATION OF THE: CONSTRUCTION, 00 1.00':'- . 4 -.1 3.5 9 .0 4 PA ZKING D�lvt 4 . 2.0 (HATCHING) 14; 0 2. CONTRACTOR SHALLL PROVIDE ACCESS FOR EMERGENCY VEHICLES AROUND AND TO ALL 19 �,2 .00, BUILDINGS DURING', CONSTRUCTION. 10.00 72.32' 3. SURVEY DATUM 9�5SED ON NGVD DATUM AS PROVIDED Ery SIDURDEN SURVEYING & MAPPING, INC. 4.00' L'i I M GRASSED 4. THE CONTRACTOR 'SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR 70 ANY WORK AND SHA�L, BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THOSE 1+ GARAGE DOOR FURNISHED BY SWEICONTRACTORS. CONTRACTOR SHALL ACCEPT PREMISES AS FOUND. (16'-0") AREA OWNER ASSUMES INO RESPONSIBILITY FOR THE CONDITION OF THE EXISTING SITE OR Ln* 16 Cq EXISTING STRUCTUJRES AT THE TIME OF BIDDING OR THEREAFTER. GARAGE DOORS (1 6'-O� 5. UNLESS OTHERWSEE NOTED, CONTRACTOR TO CLEAR AND GRUB ENTIRE SITE OF ALL VEGETATION, CONC,RETE SLABS AND FOUNDATIONS. PAVEMENT, FENCES, LIGHT POLES. ETC. A14D PROPEFOLY DISPOSE OF OFF SITE. ANY EXISTING UTILITY SERVICES SHALL BE 0 PROPERLY DISCOMNECTED, PLUGGED, REMOVED OR ABANDONED. OWN I w S�) S. ALL CONSTRUCTION4 SHALL COMPLY WITH THE APPLICABLE BUILDING CODES AND LOCAL 12. 5 CONCRETE AREA RtSTRICTIONS. THIE CONTRACTOR musT COMPLY WITH THE CONTRACTOR REGISTRATION REO)UIREMENTS OF ALL GOVERNING AUTHORITIES. TO BE REMOVED �2 44 Church St . > 7. THE CONTRACTOR !SHALL REPORT TO THE ENGINEER ANY ERROR, INCONSISTENCIES. OR OMISSIONS HE MANY DISCOVER. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING 0 05 ANY ERRORS AFTEER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO >w E CD CONCRETE TO Lkj PROPOSED ADDITION THE ATTENTION OFF THE ENGINEER. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST LLJ j BE REMOVED < A w BE APPROVED BY' THE ENGINEER AND OWNER. LO 6% 0 N 0 R 7 e 8. DISCREPANCIES BETTWEEN 'PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT 00 INTENDED. THE CCONTRACTOR IS TO CLARIFY WITH THE ENGINEER AND OWNER ANY ENTRY DOOR SUCH DISCREPANCIES PRIOR TO COMMENCING WORK. DL (3 -0� 9. PRIOR TO COMMEN4CEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS ACTIVITIES WITH ALLL THE UTILITY COMPANIES SERVING THIS AREA. CONTRACTOR IS TO V" 29,30' COORDINATE FULL)Y WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND 17.6Z! UTILITIES PRIOR TCO EXCAVATION. THE FOLLOWING COMPANIES SHALL BE CONTACTED 44 0' BY THE CONTRkCTrOR- Q'i ELECTRICITY - JEA h WASTEWATER AND POTABLE WATER - ATLANTIC BEACH UTILITIES Q) �4 'THE LOCATIONS OF' ALL EXISTINO UTILVtIES AND STORM DRAINAGE SHOWN ON THE GARAGE DOOR �4 �4 10. PIANS 14AVE BEEN4 DETERMINED FROM AVAILABLE INFORMATION AND ARE GIVEN FOR (16'-0-) Lq co T14E CONVENIENCE' OF THE CONTRACTOR. THE OWNER AND ENGINEER ASSUME NO RESPONSIBILITY FCOR INACCURACY. PRIOR 10 THE START OF CONSTRUCTION. IT SHALL BE THE CONTRACTTOR'S MPONSIBILITY TO NOTfFY THE VARIOUS UTILITIES AND To EXISTING BUILDING MAKE THE NECESSAIRY.A0ANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE UTILITY COMP�ANY."'THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING S70_ 1'F)` ANY UNDERGROUND UTILITY. EXISTING UTILITIES WHICH INTERFERE WITH THE 42.86* CA RA 62c 44 PROPOSED CONSTRUCTION SHALL BE RELOCATED AS DIRECTED ON THE PLANS. 10.00' ti- 11. ALL PROPERTY AFFFECTED ErY THIS WORK SHALL BE RESTORED TO A CONDITION EOUAL PAINIr & b?0,0Y 5//0/0 TO OR BETTER THAAN EXISTING UNLESS $PECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH FRIESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND TT _%4 k4 I 'N NO EXTRA COMPEMSATION WILL BE ALLOWED. SEED MULCH �4 A N C4 44 0' �77 IRON PROPOSED LANDUSE Cp 6- Z 49 0. 5./w. Z.16. 65,96 Q) GC COMMERCIAL GENERAL 50 00 50,00 L� FUTURE LANDUSE DESIGNATION 70,P LCZZ 14. 9 )e_;e GC COMMERCIAL GENERAL ,ro j P 0 ,�C_OUNV 1112" IRON PIPZ- 4P 6' WOOO 4M- CE ZONING CA10 VNRE,4,a4z9Z E GC COMMERCIAL GENERAL N C.R . 1(4 C4 Z- T Z- OPEN SPACE Gross Site Area 0.241 AC Impervious Am Provided 0A22 AC Pervious Areia Provided 0.119 AC AREA 'CALCULATIONS I Total Gnm,Sft Area 0.240AC C I Buildinm Am 5,569 SF (53.0%) SETBACK REQUIREMENTS 50�1 112 OF /_0Rye_R Z 0 7- 50VTILI 1112 OF 14-01FItllz�-R- Z Front 20 FT -Side 10 FT-Rear 20 FT In J. L6Z OCff NO/7 NCZ UZ!�ro -1) 9 9Z OCY NOT INCZ M9L-r z9 PARKING DATA z 0. ILF 6ill /'10/_1 2066 0. /F 427J Required: I Space per 2 employees 2 employees i a I space 0 C Parking Spaces Provided-. 2 Spaces 0 0 Includes: I Handicap Spaces W BUILDING HEIGHT "Now I Maximum Buillding Height : 35 FT 50. 00' 5000' Release: C:) (0 0 LID z ZE T/�FZE ZE Nt 0 C14 1-11 - go. 00 1,Flal 1/7- OF 111A r 0 CM1 6: E 1421. HAIRIS a WALLS. INC. 7 'OR 2! )100. �, FS 5'-CARS 4" WHITE STRIPE 12# IVII, HAIIIS 4r WALLS, IN(. Plonning Civil Engineering z < _j Landsccpe Architecture CL 1.2' Ecological Services W 0- SEE DETAIL 603A Transportation Design T_ __ I kk Construction Services AIVII. 6HA111S a iWAILI.iIl(. 81 King Street CURB—/ _0��HANDICAP SIGN POST Suite A 21-0" St. Augustine, Florida 32084 4" BLUE STRIPE 9N 827-0766 FAX 904 827-0767 4" WHITE STRIPE www,ihw-usa.com NOTE: PROVIDE ADDITIONAL R5" S 100 FINE SIGN w/ FINE AND STATUTE CITY CODE NUMBER AT ALL HANDICAP 12" LOCATIONS AS NOTED ON DRAWINGS. 2"0 GALVANIZED STEEL PIPE >m 127 PAINT TRAFFIC YELLOW 2 NOTES: —LNk — J_" 7 1�_ 1 0 1- 5 1 . ALL LETTERS ARE 1 SERIES PER MUTCD. 7*-0" 7 00 FINE I Y C07 t)y-ir C —JKA- 2 _1 1 5" 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) F� BLUE BACKGROUND IWITH WHITE REFLECTORIZED LEGEND AND BORDER. if-00. I I R 8" 0 STEEL PIPE W1 CONCRETE 0 1 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING A�_� FILL. PAINT TRAFFIC YELLOW, GRADE) WHITE BACK(GROUND WITH BLACK OPAQUE LEGEND AND BORDER. Lj low 4. ONE (1 ) SIGN IS REQUIRED FOR EACH PARKING SPACE. INkfi R GROUND Rl '-6" 5. HEIGHT OF SIGN SHA�Ll_ BE IN ACCORDANCE WITH SECTION 2A-23 OF SURFACE \< THE MANUAL ON UNIIFORM TRAFFIC CONTROL DEVICES (MUTCD). 6. VAN ACCESSIBLE" &IGN ONLY REQUIRED AT VAN STALL(S) AS NOTED 0 a. ON PLANS U. I E=1 II_ CIL f0a OWN V-6" /'_6�04 HANDICAP PARKING DETAIL r603�� HANDICAP SIGNACE PARKING DETAIL . I . I N.T.S. N.T.S. No. 10 WRE (8 X 6) 1-1/2" #3 REBAR(CONTINUOUS) MESH REINFORCING FTP-25 t CONCRETE SIDEWALK NOTE: (HANDICAP SIGN ONLY) 1/4*/FT X MIN. T 1. ALL LETTERS SHALL BE BLACK AND 1" IN HEIGHT. LETTERS ARE TO BE SERIES "B" OR "C", PER MUTCD. BASE NOTE: 4" Min. CONCRETE YMEEL STOPS 4* Min.. SUBGRADE 70 BE USED IN ALL 5' Max. 5" Max. 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED 0*-0 (ENGINEERING GRADE) BLUE BACKGROUND INITH PARKING AREAS WHERE j'Orj'HoIe3 PARKING BY — I 111 0 191) 2- Min 2 WHITE REFLECTORIZED LEGEND AND BORDER. 3. M,;_ rr 6. SIDEWALK FLUSH TO PAVEMENT i4 1/2" DISABLED 2: imin. MIA. - 3. BOTTOM PORTION OF SIGN SHALL HAVE A 3 Imax max. SIDEWALK FLUSH TO PAVEMENT PERMIT REFLECTORIZED (ENGINEERING GRADE)' WHITE BACKGROUND WITH BLACK BORDER. F 0 8-1—m-i'vi—Ki'PlIch Optional No. 4 Bars. 18" Long Na 10 WIRE (6 X 8) 4�Mnx. R-2. (Two Per Guard) ONLY U) WALK WIDTH VARIES (SEE PLM). MESH REINFORCING Cost Or Rubbed 1-1 2" 4. ONE SIGN REQUIRED FOR EACH PARKING SPACE. 2* 4' CONCRETE 100 FINE 5. HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH =1. SECTION 24-23 OF THE MANUAL ON UNIFORMED 4) �SS SLOPE MAX. CITY CODE 1� I 14di .4 .14 (4 z 1 TRAFFIC CONTROL DEVICES (MUTCD) 1/2' FTP-55 ING 6' COMPACTED BASE - CONCRETE BUMPER GUARD (603A TYPICAL HANDICAP PARK 959 (AASHTO T-180) (60�5 NO, 10 WIRE (6 X 6) N.T.S. SICNAGE N.T.S. WALK WIDTH VARIES (SEE PM) MESH REINFORCING # 13 REBAR(CONTINUOUS) al 4' CONCRETE 1/2' RADIUS MI CROSS SLOPE MAX, Cq 0. (a) ASPH, PVMT. 5 A T-180) %.% C%i 0" INCHES CLASS A CONCRETE I NO. 10 WIRE (6 X 8) MESH REINFORCING 10' STABILIZED BASE COMPACTED 10 98Y, DENSITY % (A.A.S.H.T.O.—TI80) INITH FBV OF 75 PSI .0 THICK—BUTT CONCRETE WALK to Zz 0 0 Im z FL a Uj f DEEP CAULK 1/2- CANE FIBER '0 SAWCUI FILLER EXPANSION M 2 DEPTH - d'/4 MATERIAL I I Q_j I I I NOTE: W A FULL 1/2* EXPANSION JOINT AT A ALL CONCRETE SIDEWALKS SHALL HAVE MAXIMUM DISTANCE OF 25 LINEAR FEET Rellease: AND A SAW CUT OR FORMED DUMMY CONTRACTION JOINT JOINT AT EVENLY SPACED INTERVALS EXPANSION �LOINT NOT TO EXCEED 5 LINEAR FEET. NOTE: BASE TO BE COMPACTED WITH A MECHANICAL COMPACTOR 0 �3�qo TYPICAL CONCRETE PAVEMENT SECTION r322 SIDEWALK DETAIL N.T.S. N.T.S. C =2 0 ? e -- -- -- - ----- -x _x_ - -- -- -- - - - - - -- -- - - - - - L-- - -- - - - --- - -x - - ------ - -- -- - --- - ------- oo 01 4' 0 0 N C R E rC S / 0 E WA Z ff 13.40 - -- -- -- - -- -- -)* - -- -- --x1m ----- - - --- r -- ----- - --- - -X43-.16- --- --x 0.H f. 0//r - ----- - , D- - - -- -- o 1)$--0 Hr- - -- - - .H ----- ---- O.&C L�f 10.82 0) X 12.57 X 13.06 X 13.42 &ENERAL NOTE6 01 _P4 007A0ay_:�_1_ Im. HARRIS WALLS, INC. x- krw-PoAff P-/ POLE 1. ALL LANDSCAPINO3 SHALL CONFORM TO DIVISION 8 OF THE ATLANTIC BEACH CODE, Mannhg 12.12 X 12/57 X 12.62 R 11.66 2. THE LANDSCAPE �CONTRACTOR IS RESPONSIBLE FOR VEJFYING PROJECT SITE cowrtms 10A 0 AND ALL OUANTITTIES INDICATED ON THESE PLANS. BEFORE PRICING WORK. Civil En�neering MATCH EXISTING Landscape Architecture MATCH EXWfNG Al 3. ALL PLANT MATEFRIAL SHALL BE FLORIDA GRADE No. I OR BETTER, NERSERY GROWN, IN GRADE RADE x x ACCORDANCE TO) FLORIDA GRADES AND STANDARDS HANDBOOK, /7' x x 6?F- 14 1A 4. PLANTS SHALL BIIE SOUND. HEALTHY AND BIGOROUS. WLL BRANCHED AND DENSLELY Ecolojoal Services 12.12 12.52 12,67 FOLIATED WHEN IN LEAF. THEY SHALL BC FREE OF DISEASE, INSECTS. EGGS OR LARVAE AND SHLL 14AVE: HEALTHY. WELL DEVELOOPED ROOT SYSTEMS. THEY SHALL BE FREE FROM Transportation Design X 11.66 0 10 20 30 RMICAL DAMAG3E OR ADVERSE CONDITIONS THAT WOULD PREVENT THRIVING GROWTH. EXISTING TREES hV TO REMAIN oil 5. THE CONTRACTOM SHALL EXCAVATE LANT PITS, ACCORDING 70 THE DRAWINGS. UNLESS Construction Services RELOCATED DUMPSTER CA 7S 77 x OTHERWISE DIREECTED. 01 81 King Street 6. ALL CONTAINER (GOWN ROOTBALLS S14ALL BE CAREFULLY SCOURED BEFORE SETTING IN PLANT Suite A PAZ 1224 SCALE: 1 10' PITS. X 11.76 x St. Augustine, Florldo 32084 1)94 wj 0,5 z /00. 00 " 01. *169.100 N. 7-5 7. ALL 13ACKFILL AMUND PLANT MATERIAL SHLL BE WORKED FIRMLY, TAMPED AND WATERED IN 904 827-0766 FAX 904 827-0767 1 .44 x UNDER AND ARCOUND THE ROOTBALL TO FILL ALL VOIDS. www.ihw-usci.com q A -- - - - - - -- ---- --- - - ...50 t�o 4 12.28 8. PLAWING BEDS !SHLL BE CUT OR EDGED TO FORM A UNIFR1fM LINE BETWEEN BEDS 11-46-,� . 64 .4 AND LAWN AREAZ. 1c-00W0 1112 IRON �.Se?ae, 14.83 �2. 4 79 L- NO CAR 4 TRAVERSE 16p NAIL 9. ALL PLA14TING 13EED AREAS WITH ACCEPTABLE TOPSIOL SHALL BE TOP CRESSED WITH 50% �4 4 ORGANIC 6-6-61 COMMERCIAL FER71LIZER AT A RATE OF NINE POUNDS PER 1000 SQUARE .4 - *4d A FEET AND TILLECD TO A MINIMUM DEPTH OF THREE INCHES. a * 4- - '4 1k 10. ALL TREES ARE ITO BE STAKED. REFER TO STAKING AND PLANTING DETAILS ON THE DRAWINGS. 46 4 11. CONTRACTOR SHAkU COORDINATE CONSTRUCTION OF PLANTING AREAS WITH INSTALLATION OF >W 4 - RI -S IRRIGATION SYSUEM. 93 .-4 4. 12. SOD AREAS SHALLL BE ARGENTINE BAHIA GRASS, GRASS FOR SODDING SHALL BE FREESHLY CUT '41 41 A % IN SQUARES ONCE FOOT WIDE BY TWO FEET LONG. SOD SHALL BE HEALTHY, FREE OF INSECTS, 41k . q� *. . "4k 4 1 4 .. , .. 4 1;,*/ , . ., .. �4: 0 , 4 4 ' . . . . . .". 'r IN NATURALLY RLOURISHING CONDITIONS. DRY, BROWN AND UNFRESH SOD WILL BE REJECTED. 4. 4 4f A 44 LEQEND: 4;&. LAYER. ALL UNE\VEN EDGES SHALL BE SQUARELY TRIMMED 70 ALLOW CLOSE AND FIRM FITTING 'D IVE ".L4 . SOD OF EACH PIECE. 4�p, I . : - .0 13. SOD SHALL BE UAD END TO END AND SIDE TO SIDE IN A TAGGERED LINE TO FORM A UNIFORM -14 41 -'A .17 R K� 4 - KIN 4. A 4� A ?A 14. AFTER SODDING DS COMPLETED. THE ENTIRE SOD AREAS SHALL BE WATERED BY HAND OR 133 SEED MULCH IRRIGk1I0N SYSTIEM EACH DAY FOR TWO WEEKS. SODDED AREAS SHALL THEN BE TOP DRESSED . . . . . .. WITH A COMMERCIAL FERTIUZER AS DIERECTED HEREIN AT THE RATE OF 12 POUNDS PER .21 CONCRETE PAVEMENT 1000 SOLME FFEET OF AREA IN AN EVENLY BROAD CASE PATTERN. X . . . . . . . . . . . . 15. THE LANDSCAPE ICONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANT MATERIAL ON SITE DURING ANOD BEFORE PLANTING, UNTL THE WORK IS ACCEPTED BY THE OWNER. 16. ALL PLANTS SHALLL BE GUARANTEED BY T14E LANDSCAPE CONTRACTOR TO BE HELATHY PLANTS AND Oct In R IN FLOURISHING CONDITION OF ACTIVE GROWTH FOR NINETY (90) DAYS FROM FINAL INSPECTION 1. AND ACCEPITANCEE, 9 .0 17. THE OWNER SHALLL HAVE 714E RIGHT TO REJECT ANY AND ALL WORK WHICH IN HIS OPINION DOES 9 6 NOT MEET WITH THE REQUIREMENTS OF THE SPECIFICATIONS AT ANY STAGE OF THE PROJECT .S ILL x -OPERATION. r 18, IN GENERAL, ALL, WORK $HALL PROCEED AS RAPIDLY AS THE SITE BECOMES AVAILABLE. KEEP 44 Church St. x ALL ARM OF VWORK CLEAN, NEAT, AND ORDERLY AT ALL TIMES, X 12.87 X 12.76 12.92 19. IF AN AUTOMATIC� IRRICATION SYSTEM IS TO DE PROVIDED, A SHOP DRAWING OF THE LAYOUT >m e X AND DESIGN MUIST BE SUMI77ED TO THE CITY OF ATLANTIC BEACH. FOR REVIEW AND APPROVAL. t2.43 0 PROPOSED ADDITION /9A PRIOR TO INSTAUIATION. 12.92 0 0 N 0 R 1- 7 FINISH FLOOR ELEV. 13.06 20. rFnGnON SYSTEI.M SMALL, BE FULLY AUTOMATIC, PROVIDING 100% COVERAGE TO ALL PLANTING Q6, t) A) AREAS, WITH ALLL POP UP HEADS IN LAWN AREAS. . . . . . . . . . . 12.10 21. A DOUBLE CHECK BACKFOLW PREMOR (OR APPROVED EQUAL); EQUAL TO DCA-iOO. TO BE x MOUNTED IN A IRECTANGULAR VALVE BOX (12-X1O ON THE SERVICE SIDE OF THE METER AND 01 IMMEDIATELY ADJACENT TO THE WATER METER (SH LD CITY WATER BE PROVIDED). T*. . . . . . I a 2 x 1 22. AFTER THE LANDSCAPE PLAN I APPROVED BY THE CITY OF ATLANTIC BEACH, ANY SUBSEQUENT A 44 0' CHANGES MUST BE'RESUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12.60 38M 16,94 1".10 Lj w f'S I CS L6 -.--4 1 --4 NOT'F_� STME TO M13T ORMar-S AS WZEga'A'Y EXIST)NG BUILDING 1�s 57-ORY A1AS0N,,9?' M�r avLL MOT raem RS OR " AAYZ6M A I TFU" OR MRAACW-5 GAIM CC U5 1,/ r x r mmwom srmins MMN rft&Y A MNMM 6r -T-7 -T w wo rw_ 9jV*Am_ PRM TO DACKFLLM /j 06, IN K 1 1 SrRmv rL &Air:e &&V, WIRE rWWW AW OVARP N -y IN krw w6re 0 - T 0 MZZM TCP 6f STAKE I WFE %WCRT4 SH&L OE z�- FOW 6AkZR VMTH U5EP ON MA14 STRItJIF& 44 0' 7 112" IRON PIPF > Z9 S a. Z.5 6696 x ,0 Ri A N F Z_ z 0 00 WECrEP FLAI'M10 MPL o) % x 13.0401 4 WAaR& TAW' TO 7_0P Z�Z,6-V. 4. c'F so 12.39 12.90 ROANE AR POPCKETS .00 - - - - -- - - - - - - - - - - - .0 rOINO .112" 11FON P11:2F 12,76 J)r 14.83 14.46 1 X ML CAR 61N1?,6_140149Z�7- +/37 > C ON C R f- TE _FP _AKINe 151NeLE-_FRUNK EE 61 it 0; Cd k, 41fll >1 M %AT- wr TO %&t P Cj uj Z 14-28 !r ezoNnNucw Rim V. MLLCH z r r CL L8 % - - 1 /7/ S�3 112 OF F611L?1WZ/? Z 0 7 5OU 7-11 112 OF FORXIISR Z 0 7- 7: Sz� 0) Q5 MX WATM Tme 0 to FZDVVF- w It) z Jj 9Z 0 Of 'f_z9 J, 9Z 0 0 r NO 7- INCZ V,OEZ cli NO 7 INCZ �10Z CL 0 0. R. 631 PC. 2096 0 42 7j. PC 5 W -C .0 V) 0 SHRUf5 PLANTINC-) 0 1� Q 0 0 ikl�! Wr To I ?I Z ce PLANT LIST w 0 IL L5"0 00 50 00 SYMBOL DESCRIPTION SIZE SPACING - - - -- - - - - - -- - - - - - - ---------------------------- ---------------------------- --------------------------- LI LAGERSTROMEIA INDICA"CRAPE MYRTLE" a'-10' HT, 3 TRUNK 2W OC. Release: RHAPHIOLEPIS INDICA"INDIAN HAWrHORN" IS" SPo 3 GAL 30" OC. R 8 CN 4 60. 00 /FIGHT- 111'A 0 Lml 0 011111. HARRIS &LWALLS. ;�`7r, -4n;�o U_ 4` 0 0 N C' Rf 71f S OF WX Z Ar 0 A/Z., 0.H r 0. t-. 0. Z-. 0 Ile 0.//F fill Al 24 007,46VN'11_71 IVIT. HARRIS a WALLS, INC. ---A97X- Pozz Rcnnhg GEOMET*RY NOTES Civi! Engheering iRECEIVED 1. ALL SURVEY DATA I USED AND CONDITIONS ASSUMED TO BE PRESENT IN PREPARATION Londscape Arciteckwe OF THESE PLANS I WAS PROVIDED BY DURDEN SURVEYING AND MAPPING, INC.), KY. HARRIS 60. 00 /1?/6///7_ 0/ 1111A 1v 0 10 20 30 & WALLS, INC, CODES NOT ASSUME RESPONSIBILITY FOR -THE ACCURACY OR COMPLETENESS Ecolo*d Services APR 3 2000 NEW LOCAMON OF OF THIS DATA. DUMPSTER PAD 2. THE C014TRACTOR SSHALL VERIFY AND LOCATE ALL VERTICAL AND HORIZONTAL Trcnsporfation Design, EXISTING DUMPSTER & PAD. CONTROL POINTS I PRIOR TO CONSTRUCTION. IF ANY DISCREPANCIES SHOULD BE FOUND, City of Atlantic BeElch TO BE RELOCATED WOOD SHED TO BE USED AS CONMUC11ON THE CONTRAC70R !SHALL NOTIFY THE ENGINEER AND SURVEYOR OF THE CONDITION IN Building and Zoning OFFICE UNTILL COMPLETION OF BUILDING, WRITING PRIOR TO� COMMENCING HIS CONSTRUCTION ACTIVITIES. Constructbn Servicos 7 PINE THEN TO BE DEMOLISHED " IRON SCALE: 1 10' 3. ALL PAVEMENT OFFFSETS. RADII AND DIMENSIONS SHOWN ARE TO PROPOSED FACE OF 81 King Street TO 6 CURB, UNLESS OTFHERWISE NOTED. Suite A 4. THE CONTRACTOR SSHALL STAKE ALL IMPROVEMENTS USING THE GEOMETRIC DATA St. Augustbe, Florida 32084 N99 VJ 05 /00. 00 /Jo. 00 N. 7.7 S. PROVIDED. IT IS ITHE CONTRACTORS SOLE RESPONSIBILITY TO COMPLETELY STAKE AND 9N 827-0766 FAX 904 827-0767 C,'-91 CHECK ALL IMPROWEMENTS TO ENSURE ADEOUATE POSITIONING, 807H HORIZONTAL Jhw-usoxom OR QUESTION WrTFH THE GEOMURY GIVEN THE rONTRACTOR SHALL CONTACT _77 :016?1" - THE ENGINEER FOR? CLARIFICATION. 4 C? '�rz:v 5.01i' - . 00 8'R z&Y N . , . .. ;4 4 A I I TRAVERSE ,/4 .4 4 2 h?0N 8'R 41 5. 13UILDING COOKNATE IS TO THE OUTSIDE FACE OF BUILDING. BUILDING DIMENSIONS ARE -TURAL PLANS. '44 4' . 16p NAIL TO BE TAKEN FRONM THE ARCHrrEC .14 .: A 4 4 8. THE CONTRACTOR ISHALL MAINTAIN A SET OF "AS-BUILT* PLANS ON-SITE AND SUBMIT "`77.=7 4 �41 q EX STING TREES TO RLMAIN'-.- THESE PLANS TO TTHE ENGINEER-OF-RECORD UPON COMPLETION. ALL ASBUILTS (WATER. 0 JL >0 fo I SEWER. OR 07HERVWISE) SHALL BE SIGNED AND SEALED BY A FLORIDA PROFESSIONAL SURVEYOR AND MAAPPER. ALL HORIZONTAL AND VERTICAL LOCATIONS SHALL BE AS DIRECTED BY THE PROJECT EENGINEER. AND SHALL BE INCLUDED IN THE CONTRACT BID LUMP SUM COST. 40 41 C;. 4 _4 .12. 0 4 17.8 .31 Tt:�'un!,_-t 52' 4 GENERAL NOTES 4 4. �_27,�- 11- - A to I CONTRACTOR SHALLL PROVIDE ALL NECESSARY SIGNS. BARRIERS, MOR. EOUIPMENT. LO 4 .*. . (< :��CONCRETE PAVING ETC.. TO MAINTAINI A SAFE AND ADEQUATE FLOW OF PEDESTRIAN AND VEHICULAR .. .. t - - . 41 �. * & . H/C PARKING ell I', I , -' ...0. .. . ' '.- .. ... . . A: TRAFFIC ALONG R(CADWAYS AND INTO AND OUT OF SITE AND BUILDINGS FOR THE 4,P . " . .. I 4 A t DURATION OF THE: CONSTRUCTION, 00 1.00':'- . 4 -.1 3.5 9 .0 4 PA ZKING D�lvt 4 . 2.0 (HATCHING) 14; 0 2. CONTRACTOR SHALLL PROVIDE ACCESS FOR EMERGENCY VEHICLES AROUND AND TO ALL 19 �,2 .00, BUILDINGS DURING', CONSTRUCTION. 10.00 72.32' 3. SURVEY DATUM 9�5SED ON NGVD DATUM AS PROVIDED Ery SIDURDEN SURVEYING & MAPPING, INC. 4.00' L'i I M GRASSED 4. THE CONTRACTOR 'SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR 70 ANY WORK AND SHA�L, BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THOSE 1+ GARAGE DOOR FURNISHED BY SWEICONTRACTORS. CONTRACTOR SHALL ACCEPT PREMISES AS FOUND. (16'-0") AREA OWNER ASSUMES INO RESPONSIBILITY FOR THE CONDITION OF THE EXISTING SITE OR Ln* 16 Cq EXISTING STRUCTUJRES AT THE TIME OF BIDDING OR THEREAFTER. GARAGE DOORS (1 6'-O� 5. UNLESS OTHERWSEE NOTED, CONTRACTOR TO CLEAR AND GRUB ENTIRE SITE OF ALL VEGETATION, CONC,RETE SLABS AND FOUNDATIONS. PAVEMENT, FENCES, LIGHT POLES. ETC. A14D PROPEFOLY DISPOSE OF OFF SITE. ANY EXISTING UTILITY SERVICES SHALL BE 0 PROPERLY DISCOMNECTED, PLUGGED, REMOVED OR ABANDONED. OWN I w S�) S. ALL CONSTRUCTION4 SHALL COMPLY WITH THE APPLICABLE BUILDING CODES AND LOCAL 12. 5 CONCRETE AREA RtSTRICTIONS. THIE CONTRACTOR musT COMPLY WITH THE CONTRACTOR REGISTRATION REO)UIREMENTS OF ALL GOVERNING AUTHORITIES. TO BE REMOVED �2 44 Church St . > 7. THE CONTRACTOR !SHALL REPORT TO THE ENGINEER ANY ERROR, INCONSISTENCIES. OR OMISSIONS HE MANY DISCOVER. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING 0 05 ANY ERRORS AFTEER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO >w E CD CONCRETE TO Lkj PROPOSED ADDITION THE ATTENTION OFF THE ENGINEER. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST LLJ j BE REMOVED < A w BE APPROVED BY' THE ENGINEER AND OWNER. LO 6% 0 N 0 R 7 e 8. DISCREPANCIES BETTWEEN 'PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT 00 INTENDED. THE CCONTRACTOR IS TO CLARIFY WITH THE ENGINEER AND OWNER ANY ENTRY DOOR SUCH DISCREPANCIES PRIOR TO COMMENCING WORK. DL (3 -0� 9. PRIOR TO COMMEN4CEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS ACTIVITIES WITH ALLL THE UTILITY COMPANIES SERVING THIS AREA. CONTRACTOR IS TO V" 29,30' COORDINATE FULL)Y WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND 17.6Z! UTILITIES PRIOR TCO EXCAVATION. THE FOLLOWING COMPANIES SHALL BE CONTACTED 44 0' BY THE CONTRkCTrOR- Q'i ELECTRICITY - JEA h WASTEWATER AND POTABLE WATER - ATLANTIC BEACH UTILITIES Q) �4 'THE LOCATIONS OF' ALL EXISTINO UTILVtIES AND STORM DRAINAGE SHOWN ON THE GARAGE DOOR �4 �4 10. PIANS 14AVE BEEN4 DETERMINED FROM AVAILABLE INFORMATION AND ARE GIVEN FOR (16'-0-) Lq co T14E CONVENIENCE' OF THE CONTRACTOR. THE OWNER AND ENGINEER ASSUME NO RESPONSIBILITY FCOR INACCURACY. PRIOR 10 THE START OF CONSTRUCTION. IT SHALL BE THE CONTRACTTOR'S MPONSIBILITY TO NOTfFY THE VARIOUS UTILITIES AND To EXISTING BUILDING MAKE THE NECESSAIRY.A0ANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE UTILITY COMP�ANY."'THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING S70_ 1'F)` ANY UNDERGROUND UTILITY. EXISTING UTILITIES WHICH INTERFERE WITH THE 42.86* CA RA 62c 44 PROPOSED CONSTRUCTION SHALL BE RELOCATED AS DIRECTED ON THE PLANS. 10.00' ti- 11. ALL PROPERTY AFFFECTED ErY THIS WORK SHALL BE RESTORED TO A CONDITION EOUAL PAINIr & b?0,0Y 5//0/0 TO OR BETTER THAAN EXISTING UNLESS $PECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH FRIESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND TT _%4 k4 I 'N NO EXTRA COMPEMSATION WILL BE ALLOWED. SEED MULCH �4 A N C4 44 0' �77 IRON PROPOSED LANDUSE Cp 6- Z 49 0. 5./w. Z.16. 65,96 Q) GC COMMERCIAL GENERAL 50 00 50,00 L� FUTURE LANDUSE DESIGNATION 70,P LCZZ 14. 9 )e_;e GC COMMERCIAL GENERAL ,ro j P 0 ,�C_OUNV 1112" IRON PIPZ- 4P 6' WOOO 4M- CE ZONING CA10 VNRE,4,a4z9Z E GC COMMERCIAL GENERAL N C.R . 1(4 C4 Z- T Z- OPEN SPACE Gross Site Area 0.241 AC Impervious Am Provided 0A22 AC Pervious Areia Provided 0.119 AC AREA 'CALCULATIONS I Total Gnm,Sft Area 0.240AC C I Buildinm Am 5,569 SF (53.0%) SETBACK REQUIREMENTS 50�1 112 OF /_0Rye_R Z 0 7- 50VTILI 1112 OF 14-01FItllz�-R- Z Front 20 FT -Side 10 FT-Rear 20 FT In J. L6Z OCff NO/7 NCZ UZ!�ro -1) 9 9Z OCY NOT INCZ M9L-r z9 PARKING DATA z 0. ILF 6ill /'10/_1 2066 0. /F 427J Required: I Space per 2 employees 2 employees i a I space 0 C Parking Spaces Provided-. 2 Spaces 0 0 Includes: I Handicap Spaces W BUILDING HEIGHT "Now I Maximum Buillding Height : 35 FT 50. 00' 5000' Release: C:) (0 0 LID z ZE T/�FZE ZE Nt 0 C14 1-11 - go. 00 1,Flal 1/7- OF 111A r 0 CM1 6: E 1421. HAIRIS a WALLS. INC. 7 'OR 2! )100. �, FS 5'-CARS 4" WHITE STRIPE 12# IVII, HAIIIS 4r WALLS, IN(. Plonning Civil Engineering z < _j Landsccpe Architecture CL 1.2' Ecological Services W 0- SEE DETAIL 603A Transportation Design T_ __ I kk Construction Services AIVII. 6HA111S a iWAILI.iIl(. 81 King Street CURB—/ _0��HANDICAP SIGN POST Suite A 21-0" St. Augustine, Florida 32084 4" BLUE STRIPE 9N 827-0766 FAX 904 827-0767 4" WHITE STRIPE www,ihw-usa.com NOTE: PROVIDE ADDITIONAL R5" S 100 FINE SIGN w/ FINE AND STATUTE CITY CODE NUMBER AT ALL HANDICAP 12" LOCATIONS AS NOTED ON DRAWINGS. 2"0 GALVANIZED STEEL PIPE >m 127 PAINT TRAFFIC YELLOW 2 NOTES: —LNk — J_" 7 1�_ 1 0 1- 5 1 . ALL LETTERS ARE 1 SERIES PER MUTCD. 7*-0" 7 00 FINE I Y C07 t)y-ir C —JKA- 2 _1 1 5" 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) F� BLUE BACKGROUND IWITH WHITE REFLECTORIZED LEGEND AND BORDER. if-00. I I R 8" 0 STEEL PIPE W1 CONCRETE 0 1 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING A�_� FILL. PAINT TRAFFIC YELLOW, GRADE) WHITE BACK(GROUND WITH BLACK OPAQUE LEGEND AND BORDER. Lj low 4. ONE (1 ) SIGN IS REQUIRED FOR EACH PARKING SPACE. INkfi R GROUND Rl '-6" 5. HEIGHT OF SIGN SHA�Ll_ BE IN ACCORDANCE WITH SECTION 2A-23 OF SURFACE \< THE MANUAL ON UNIIFORM TRAFFIC CONTROL DEVICES (MUTCD). 6. VAN ACCESSIBLE" &IGN ONLY REQUIRED AT VAN STALL(S) AS NOTED 0 a. ON PLANS U. I E=1 II_ CIL f0a OWN V-6" /'_6�04 HANDICAP PARKING DETAIL r603�� HANDICAP SIGNACE PARKING DETAIL . I . I N.T.S. N.T.S. No. 10 WRE (8 X 6) 1-1/2" #3 REBAR(CONTINUOUS) MESH REINFORCING FTP-25 t CONCRETE SIDEWALK NOTE: (HANDICAP SIGN ONLY) 1/4*/FT X MIN. T 1. ALL LETTERS SHALL BE BLACK AND 1" IN HEIGHT. LETTERS ARE TO BE SERIES "B" OR "C", PER MUTCD. BASE NOTE: 4" Min. CONCRETE YMEEL STOPS 4* Min.. SUBGRADE 70 BE USED IN ALL 5' Max. 5" Max. 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED 0*-0 (ENGINEERING GRADE) BLUE BACKGROUND INITH PARKING AREAS WHERE j'Orj'HoIe3 PARKING BY — I 111 0 191) 2- Min 2 WHITE REFLECTORIZED LEGEND AND BORDER. 3. M,;_ rr 6. SIDEWALK FLUSH TO PAVEMENT i4 1/2" DISABLED 2: imin. MIA. - 3. BOTTOM PORTION OF SIGN SHALL HAVE A 3 Imax max. SIDEWALK FLUSH TO PAVEMENT PERMIT REFLECTORIZED (ENGINEERING GRADE)' WHITE BACKGROUND WITH BLACK BORDER. F 0 8-1—m-i'vi—Ki'PlIch Optional No. 4 Bars. 18" Long Na 10 WIRE (6 X 8) 4�Mnx. R-2. (Two Per Guard) ONLY U) WALK WIDTH VARIES (SEE PLM). MESH REINFORCING Cost Or Rubbed 1-1 2" 4. ONE SIGN REQUIRED FOR EACH PARKING SPACE. 2* 4' CONCRETE 100 FINE 5. HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH =1. SECTION 24-23 OF THE MANUAL ON UNIFORMED 4) �SS SLOPE MAX. CITY CODE 1� I 14di .4 .14 (4 z 1 TRAFFIC CONTROL DEVICES (MUTCD) 1/2' FTP-55 ING 6' COMPACTED BASE - CONCRETE BUMPER GUARD (603A TYPICAL HANDICAP PARK 959 (AASHTO T-180) (60�5 NO, 10 WIRE (6 X 6) N.T.S. SICNAGE N.T.S. WALK WIDTH VARIES (SEE PM) MESH REINFORCING # 13 REBAR(CONTINUOUS) al 4' CONCRETE 1/2' RADIUS MI CROSS SLOPE MAX, Cq 0. (a) ASPH, PVMT. 5 A T-180) %.% C%i 0" INCHES CLASS A CONCRETE I NO. 10 WIRE (6 X 8) MESH REINFORCING 10' STABILIZED BASE COMPACTED 10 98Y, DENSITY % (A.A.S.H.T.O.—TI80) INITH FBV OF 75 PSI .0 THICK—BUTT CONCRETE WALK to Zz 0 0 Im z FL a Uj f DEEP CAULK 1/2- CANE FIBER '0 SAWCUI FILLER EXPANSION M 2 DEPTH - d'/4 MATERIAL I I Q_j I I I NOTE: W A FULL 1/2* EXPANSION JOINT AT A ALL CONCRETE SIDEWALKS SHALL HAVE MAXIMUM DISTANCE OF 25 LINEAR FEET Rellease: AND A SAW CUT OR FORMED DUMMY CONTRACTION JOINT JOINT AT EVENLY SPACED INTERVALS EXPANSION �LOINT NOT TO EXCEED 5 LINEAR FEET. NOTE: BASE TO BE COMPACTED WITH A MECHANICAL COMPACTOR 0 �3�qo TYPICAL CONCRETE PAVEMENT SECTION r322 SIDEWALK DETAIL N.T.S. N.T.S. C =2 0