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Church Road 44 a 5'--CARS a z } 4" WHITE STRIPE 0 12' _ I IVEY, HARB15 � WALLS, INC. Planning z Civil Engineering __j N 0 Landscape Architecture �CL 1.2 Ecological Services w � i �- SEE DETAIL 6O3A W Transportation Design w ConStruct'on Servlaes 6 81 King Street Suite A CURB —07KHANDICAP SIGN & POST � St. Augustine, Florida 32084 4" BLUE STRIPE 2 a 904 827-0766 FAX 904 827-0761 4" WHITE STRIPE U www.ihw-usa.com NOTE: PROVIDE ADDITIONAL SIGN w/ FINE AND STATUTE R5 100 FINE NUMBER AT ALL HANDICAP 4 CITY CODE 12" LOCATIONS AS NOTED o ON DRAWINGS. N 2"0 GALVANIZED STEEL PIPE � 12 I — >= PAINT TRAFFIC YELLOW W 2 NOTES: T U 5" 1. ALL LETTERS ARE 11 " SERIES "C", PER MUTCD. 7'--0" 2'-1 1 /2 5" 2. TOP PORTION OF SIIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND) WITH WHITE REFLECTORIZED LEGEND AND BORDER. 1'-0 8" 0 STEEL PIPE W/ CONCRETE 3. BOTTOM PORTION 0)F SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING FILL. PAINT TRAFFIC YELLOW. 3'-6" o GRADE) WHITE BACIKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. Ll z 4. ONE (1 ) SIGN IS REQUIRED FOR EACH PARKING SPACE. a R1 --1 GROUND R1 6 5. HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 2A--23 OF It SURFACE THE MANUAL ON UINIFORM TRAFFIC CONTROL DEVICES (MUTCD). z c� 6. "VAN ACCESSIBLE" SIGN ONLY REQUIRED AT VAN STALL(S) AS NOTED .o ON PLANS ° > a Q z 0. O U s04 HANDIC'.1P PARKING DETAIL so3 HANDICAP SIGNAGE PARKING DETAIL N a N.T.S. -- N.T.S. a 3 N it a r F c� w 0 12" NO. 10 WIRE (6 X 6) W 13 REBAR(CONTINUOUS) MESH REINFORCING 1-1/2" CONCRETE SIDEWALK FTP-25 N NOTE: (HANDICAP SIGN ONLY) w 1/4"/FT.,—/4"/FT. MIN. 1. ALL LETTERS SHALL BE BLACK AND 1" IN w N HEIGHT. LETTERS ARE 70 BE SERIES BASE �? "B" OR "C", PER MUTCD. LL NOTE: Wm CONCRETE WHEEL STOPS4" Mtn., 5"Max. _ 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED SUBGRADE TO BE USED IN ALL 5' Max.\ •_0" _ 18 (ENGINEERING GRADE) BLUE BACKGROUND WITH PARKING AREAS INHERE1"Ori"Holes 12" ' 2" Min., PARKING 6Y r WHITE REFLECTORIZED LEGEND AND BORDER. N g" 6' SIDEWALK FLUSH TO PAVEMENT I I �'I 3" Max.— U) U, C 22" Min. 5" Min. 1/2 = 3. BOTTOM PORTION OF SIGN SHALL HAVE A p U SIDEWALK FLUSH TO PAVEMENT .3" Max. s' Max. I o D PERMIT REFLECTORIZED (ENGINEERING GRADE) WHITE w a • No. 4 sora, 18" Long _ BACKGROUND WITH BLACK BORDER. O 8' MIn.RI Pitch Optional wo Per Guard �LY w o r� 0 NO. 10 WIRE (6 X 6) 9 Max. � ) MESH REINFORCING R"2" 1-1/2" 4. ONE SIGN REQUIRED FOR EACH PARKING SPACE. WALK WIDTH VARIES SEE PLAN Cast Or Rubbed 1,. 1/2" � � �> O 4' CONCRETE # 100 FINE �;; 6„ 5. HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH a 50:1 CROSS SLOPE MAX. IL CITY CODE 1,, SECTION 24-23 OF THE MANUAL ON UNIFORMED � � � � Cd � Q5 wi mi v; N d = 1 1 2„ TRAFFIC CONTROL DEVICES (MUTCD) $ o �" z FTP--55 N � � a � w r.,> .C__5y' B COMPACTED BASE CONCRETE BUMPER GUARDK6�_03ATYPICAL HANDICAP PARKING 95X (AASHTO T-180) 605 a N.T.S. SIGNAGE N.T.S. N0. 10 WIRE (8 X s) aFE CL V MESH REINFORCING CIL WALK WIDTH VARIES (SEE PLAN) a #3 REBAR(CONTINUOUS) F C d 0 4" CONCRETE 1/2" RADIUS V CT) 5&.1 CROSS SLE MAX. •N O -4* ASPH. PVM'T. r° CL /0/� w w 4 ''AP,PR0VEE) e 3 6" COMPACTED BASEY is jti BUILIJING qIC B N I o CITY OF ATLANTIC BEACH 0 95X (AASHTO T-180) D cv ;' =r< ,�;�.r 6' INCHES CLASS A CONCRETE z \ 6 6' ?;•.r ••, NO. 10 WIRE (6 X 6) \ ti _ ;. �: MESH REINFORCING 10" STABILIZED BASE EP 0 b 2007 Y a� CC) COMPACTED COMPACTED TO 98% DENSITY e LU 0 (A A S.H.T.0.–T180) WITH FSV OF 75 PSI Y a C . . w CT a o N Z o. Uj 0 E CV 1" DEEP CAULK 1/2" CANE FIBER N d1 SAWCUT FILLER EXPANSION JT. � DEPTH d"/4 MATERIAL _ - - _ :. - _ [, NOTE: ALL CONCRETE SIDEWALK$ SHALL HAVE o A FULL 1/2" EXPANSION JOINT AT A o •' X1/2" MAXIMUM DISTANCE OF 25 LINEAR FEET = a Release: AND A SAW CUT OR FORMED DUMMY v o 0mll mwJOINT AT EVENLY SPACED INTERVALS m 0 maw= NOT TO EXCEED 5 LINEAR FEET. NOTE- BASE TO BE CIOMFAC`rEp WITH A MECHANIC„ COMPACTOR � w 0 „ o C) w a s 390 TYPICAL CONCRE'T'E PAVEMENT SECTION 322 SIDEWALK DETAIL -- N.T.S. o 0 N.T.S. ri - w IL � pY Q 4 V 2 XXIVEV. HARRIS WALLS, 11111C. Planning Civil Engineering Landscape Architecture Ecological Services A'/7777-7,e, Transportation Design rz Construction Services W OA 81 King Street 0 Suite A 0 St. Augustine, Florida 32084 904 827-0766 FAX 904 827-0767 -7 www.ihw-usa.com vi 0. 7, N89 VJ 05 'Z- /00. 00 ' z/ W ///7- -'-1 A co i---———— — —— ——L J-- I CD Q LL O I I I 0 CCL z MONOLITHIC FOOTING (51.3) >m 0 L) S2 NEW AUTO BODY SHOP 6" CONCRETE SLAB TYPICAL COLUMN FOOTING (S`1.3) 1- IENTRY _7 j MONOLITHIC FOOTING rn STORAGE ROO O0 EXISTING C.M.U. STRUCTUK Lo .2 --i -7- U Q CL 'D Z 47� 'A' %l /00. 00 " z *-j L 58L9 -7-�-� 05 W m J1 - U) (D Cb 0 '10ED CD 0 C) �2 I--, m = Qq) r— CD q) 0 Q 0 Q -: b, W C� 0 C) CD 15 z cn C) 7n- C) 30 LL Cn 0 a. 0 10 20 V) Release: SCALE: 1 10 O 0 ml m < W CD N Oa SimOi �L—1 Nwm� RA f �s 0 0— /7/ 24 (2674 COW IVIV, NARRIS a WALLS, INC. M77X7 TVf7/7 Planning CHURCH 15�' OAO Civil Engineering Landscape Archtecture Ecological Services 661� 00 A A- H Transportation Design Construction Services 81 King Street 77-2- (7J, Suite A St Augustine, Florida 32084 IAVI goo 61,110 -M FAX 9M W-0767 N8,9 WJ 05Y 0. 00 Z ON W 0 10 20 30 wmAw—u9mcom -------------- ------------------------- ------------- ------ 1�q(' / I y /V1 1 F;P NIJ t t. 10' SCALE: 1 19 ly Im ww Sol ww-woo WON Sz�) or60 LD LL 0 CO) C ��' i � / j r� � Q r to MU4J-3 Vj 9w ih w:%X E VC OF il no.in rvx SM4 Vol r-00. aaa Mm Mal 4 , .� laft L --Q In Q) L< -�i lz�� 9mm q o ; RONo �w � , , 0 4 , 0 Imm LG m U m E Q-) /7 -Nz 1=67 . // I I I I 5,FT IZ2 /r�OjAl /4 N I -�1 (15' Z) R �2 5 V. Z.9. 6�6 C Q� 0007 4- 0/ Z�� IZ Z� (n _1 ,5 � � � j _,..______moi ___._..�_._._� A, A'- --------- .0 ' //T; /v 4 1,Vlp ,4 58,9 V,3 05 ' W /oo. 00 4i ad rz 4d mi qf V; C4 z L0 MEMO C 7- -5-OU 0/CW/W/--A z CL NO 7- IN62Z �-/OZEZ) Cli J, , ,2 2(7c`,� 0 Z 0 T! z o 0i a CD V) O Ole. C%4 Release: 0 C 0 >00� — 7 Nt o S1m2 H�A NNUQN�\ QA - ,WIT. NARIS a NALLS, INC. /5 0 4' o.c. /5 DOWEL w/ 10' HOOK �`�- Planning Civil Engineering CONNECTOR O - i Landscape Archtecture EACH TRUSS 6 COs• SLAB TRUSS .\x, w I I Ecological Services 2 CONCRETE FOOT I Transportation Design 2x8 TOP PLATE H i N j i i Construction Services w�H OV.48AaCcHPR BOLT / ;�, EXISTING WALL 81 K4 $tom Suite A BOND BEAM 12m St Augustine, Rama 3m 12" C: ` C 04 W-070 �•� 1lea.COf17 3• 12" x 18" COLUMN TYPICAL WALL FOOTING r (EXTERIOR) / 2*w MONOLITHIC SLAB i �y E >= PROVIDE EXPANSION t JOINT Q TYPICAL TRUSS TO WALL CONNECTION 44 4 8" BOND BEAM TYPICAL COLUMN FOOTING mc mo 0LDE c . o = > c 1 2 v f 1 5 DOWEL (181 / 5 DOWEL OPN.NG EACH W Y T �"' CONCRETE SLAB ` i �.. i I In L fes, •.\.� \ n d ffa A. •• d obi i x 0 L-2 j 5 SECTION B—B PRECAST OR POURED IN PLACE TYPICAL WALL REINFORCING LINTEL BEAM Com? 4 C/C '� WINDOWS / DOORS / GARAGE OPENINGS _ i—4— EXISTING BUILDING °p Z I TO REMAIN 46 PLYMM :x ow.. an Tar•4"oa s" CONCRETE SLAB ! � E - Q CL o • • • • ' W m C id ° e O t.) 1E WQ4 AEMFVRCE E7VT + A X f�Ri1FiERs Y J • p r Q AACEW BLOW 4' it Fuummim Douw 448 N11F sxD-To/10 Ar 4r 04�%4"0K 3 aVF 02TEAW� SECTION C—C o M COLUMN FOOTING DETAIL z a •• N to N � ,ti%�,• IER1X.AI. I�IFgIIiC�EMT t s" i Tr Release: U 5� S13 0 O C TYPICAL WALL TO TRUSS CONNECTION • ---------- -- 14. ...... -- -- --- / 1340 -N, "iY1 Z. 2 12,57 ,i' 10,82 GENERAL NOTES 7v� ' 6 - / X IVEY. HARRIS a MALLS. INC. .24 Or_74 1(;N 1. ALL LANDSCAPING SHALL CONFORM TO DIVISION 8 OF THE ATLANTIC BEACH CODE. Planning 2. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VEIFYING PROJECT SITE CONDITIONS 12 1 I AND ALL QUANTITIES INDICATED ON THESE PLANS, BEFORE PRICING WORK, Civi Engineering 6110 9 3. ALL PLANT MATERIAL SHALL BE FLORIDA GRADE No. I OR BETTER, NERSERY GROWN, IN MAIM DWING MATM Dom x ACCORDANCE TO FLORIDA GRAM AND STANDARDS HANDBOOI(. Landscape Architecture GRAM x x /V 7 I-- & 4. RANTS SHALL BE SCIUND, HEALTHY AND BIGOROUS, WU BRANCHED AND DENSLELY x '4 12 52 12.6 7 FOLIATED WHEN IN LEAF. THEY SHALL BE FREE OF DISEASE, INSECTS. EGGS OR LARVAE Ecdogicd Services 12�12 AND SHLL HAVE HEALTHY, WELL DEVELOOPED ROOT SYSTEMS. THEY SHALL BE FREE FROM 0 10 20 30 PHYSICAL DAMAGE OR ADVERSE CONDITIONS THAT WOULD PREVENT THRIVING GROWTH. (-,6 Transportatbn Design EXEW TREES U 5. THE CONTRACTOR SHALL EXCAVATE LANT PffS, ACCORDING TO THE DRAWINGS, UNLESS Construction Services TO BE REMOVED Z -//- OIHERWISE DIRECTED. RELOCATED DUMPSTER If//z RON 11 81 King Shd -711167�1,P 6. ALL CONTAINER GOWN ROOTBALLS SHALL BE CAREFULLY SCOURED BEFORE SETTING IN PLANT Sub A Ni Is lot A ho to 12.2)4 SCALE: 1 SL hoorm Fki* 3M ',P4z,, .76 11175 7. ALL BACKFILL AROUND PLANT MATERIAL SHLL BE WORKED FIRMLY, TAMPED AND WATERED IN ?4 4, x UMDER AND AROUND THE ROOTBALL TO FILL ALL VOIDS. 04 OU-M FAX 04 827-M MAW-mcom PUANTING BEDS SHLL BE CUT OR EDGED TO FORM A UNIFQRM LINE BETWEEN BEDS 12 l. L�<, 12-28 14.83 AM LAWN AREAS. IAVI V'j. . , . .A I. . m .0 )U r 1 .. " J .le a m� 8 1 . I TRAVERSE 1 15 4,- - ,. 1 1 r 16 A 11 .46 4. *76 A sI 16P NA!L 9, ALL PLANTING OED AREAS WITH ACCEPTABLE TOPSIOL SHALL BE TOP CRESSED WITH 50% Y 10114 A/O C41c" 10' IL ORGANIC 6-6-6 COMMERCIAL FERTILIZER AT A RATE OF NINE POUNDS PER 1000 SQUARE .4 -w 4 >'. 02 FEET AND TILLED TO A MINIMUM DEPTH OF THREE INCHES. t 10. ALL TREES ARE TO BE STAKED. REFER TO STAKING AND PLANTING DETAILS ON THE DRAWINGS. A A - a � 11. COWTRACTOR SHALL COORDINATE CONSTRUCTION Of PLANTING ARDS WITH INSTALLATION OF i IRRIGATION SYSTEM. 0 '4 .4 4 12. SOID AREAS SHALL BE ARGENTINE BAHIA GRASS. GRASS FOR SODDING SHALL BE FREESHLY CUT 4 IN SQUARES ONE FOOT WIDE BY TWO FEET LONG. SOD SHALL BE HEALTHY. FREE OF INSECTS. 441, .4 . -4 IN NATURALLY FLOURISHING CONDITIONS. DRY. BROWN AND UNFRESH SOD WILL BE REJECTED. 4- • 11 SOD SHALL BE LAID END TO END AND SIDE TO SIDE IN A TAGGERED LINE TO FORM A UNIFORM LONER. ALL UNEVEN EDGES SHALL BE SQUARELY TRIMMED TO ALLOW CLOSE AND FIRM FITTING SOD OF EACH PIECE. DRIVE 0 14. AFTrER SODDING IS COMPLETED, THE ENTIRE SOD AREAS SHALL BE WATERED BY HAND OR VAI SEED & WALH IRRIGATION SYSTEM EACH DAY FOR TWO WEEKS. SODDED AREAS SHALL THEN BE TOP DRESSED WITH A COMMERCIAL FERTILIZER AS DIERECTED HEREIN AT THE RATE OF 12 POUNDS PER N, /6 1000 SQUARE FEET OF AREA IN AN EVENLY BROAD CASE PATTERN. • CONCRM PAVEMW 15. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANT MATERIAL ON SPITE DURING AND,BEFORE PLANTING, UNTL THE WORK IS ACCEPTED BY THE OWNER. � a Ilk ALL PLANTS SHALL:SE GUARANTEED BY THE LANDSCAPE CONTRACTOR TO BE HELATHY PLANTS AND I FLOURISHING CONUITION OF ACTIVE GROWTH FOR NINETY (90) DAYS FROM FINAL INSPECTION N AMD ACCEPTANCE. oc 17. THE OWNER SHALL HAVE THE RIGHT TO REJECT ANY AND ALL WORK WHICH IN HIS OPINION DOES 0 NOT MEET WITH THE REQUIREMENTS OF THE SPECIFICATIONS AT ANY STAGE OF THE PROJECT LD LL KW AUM=X!MR x OPERATION. 0 x 4; 18. IN GENERAL. ALL WORK SHALL PROCEED AS RAPIDLY AS THE SITE BECOMES AVAILABLE. KEEP X ALL AREAS OF WORK CLEAN, NEAT, AND ORDERLY AT ALL TIMES. CL ,,•r,, , ,� 44 Church St. 12,87 X 12-92 0 > 12.76) to C 19. IF AN AUTOMATIC IRRIGATION SYSTEM IS TO 13E PROVIDED. A SHOP DRAWING OF THE LAYOUT I 0 AND DESIGN MUST BE SUMITTED TO THE CITY OF ATLANTIC BEACH, FOR REVIEW AND APPROVAL, . . . 2-4_5 -q� PROPOSED ADDITION A . .92 PRIOR TO INSTALLATION. I C .0 12 . . . . . . .. . . . . 0 N C' /i' Z' 20. IFFIGATION SYSTEM SHALL BE FULLY AUTOMATIC, PROVIDING 100X COVERAGE TO ALL PLANTING AREAS, WITH ALL POP UP HEADS IN LAWN AREAS. FINISH FLOOR ELEV. 13-06 i 21. A DOUBLE CHECK BACKFOLW PREVNTOR (OR APPROVED EQUAL); EQUAL TO DCA-100, TO BE 12.1'0' MOUNTED IN A REqTANG" VALVE BOX (12*XI0') ON THE SERVICE SIDE OF THE METER AND x • • IMIMEDIATELY ADJAC114T TO 1HE WATER METER (SHOULD CITY WATER BE PROVIDED). ISM 22. AFTER THE LANDSCAPE PL 4N I APPROVED BY THE CITY OF ATLANTIC BEACH, ANY SUBSEQUENT CHANGES MUST BE RES69MITTED TO THE CITY FOR REVIEW AND APPROVAL 12.6 0 S� Q "Q) r kci L6 `1,4 ( 111...4 EE:XI ING BUILDING NOTE: Ems IWA w SY BRANCHES STAKE TO FIR AS NECESSARY FOR FIRM SUPPORT 71011q, '4_ /V/? If 2ma WRE SHALL NOT TOUCH 4 IRgAl 44 OR RUB ADJACENT 511 VIE BRANCHES TRUNKS OR BRANCHES 7- 3/IVEN FIRYL HARDWOOD STOF AKES ,L,41N X / / '. I Im 11r INTO THE SUBGRADE PRIOR TO BACKFILLING 2 STRAND 12 GAUGE CALV. VARE TMSTED AND ENCASED IN RUBBER HOSE 6 - gr "4 ULCH Pz w M FROM TOP OF STAKE 1 r r' ! f,Y,;/ ',rr, �/ rJ /, r ii r✓f rf/ / / Q! 2 WIRE SUPPORTS SHALL BE FORM SAUCER WITH USED ON MAIN STRUCTURAL S' CONTINUOUS RIM BRANCHES 3"T 66 r,7 N L SPECIRED PLANTING MIXfly x -1,304 WATER & TAW TO /7 Z 1,3.04 )( POCKE REMOVE AIR TS 'j _39 TL 0 -- - - - - - - 2 X BALL DIA. • I . 41) 7- 1 14.83 X 14.46 /A 12.7 6 P M1,4PTZ-/4,12�X,Z > I " . . /00. QD.Sewj 05 1 L � * . 1 . 9 xw 4) . 'I-,��' . '.. - SINGLE-TRUNK TREE STAKING C 0 /V 6, /F 4 7 F_ • i 1L _L.__L1 j_ .'Lj x >1 SCALE. NOT TO SCALE % Z 6 FORM SAUCER MATH 14�28 S' CONTINUOUS RIM so r MULCH C14 r J C:) z LO 66 0 CL LL, SPECFIED PLANTING } WATER & M REMOVE AIR q) POCKETS z 7- . I / 7 /V16Z. C) CL '6z 0 CO) ►; ` SHRUB PLANTING 0 z om SCALE_- NOT TO SCALE " I z E _j PLANT LIST 2 (0 1 1 CL SYMBOL DESCRIPTION SIZE SPACING q) U LAGERSTROMEIA INDICA"CRAPE MYRTLE' 8'-10' HT, 3 TRUNK 251 OC. Release: R1 RHAPHIIOLEPIS INDICA"INDIAN HAWTHORN" 18" SP, 3 GAL. 30" OC. 0 E_' >e0000' 0 C14 4 0 11VIT. HARRIS a WALLS. INC. I cc;,- /774 a. C6 1�& rk A S A-LR U C —4.6- _XL. -Ah- —A 6_ A .Ah�\._ S RfiAVP0Ftmr AU70 BODV y TL TIS JEE�& 4=, FZ... C7RI GENERAL TES: y SHEET INDEX 1Topographic boundary survey, including property lines, legal description, existing wtilities, site topography with spot elevations, outstanding physical features and existing structure locations was provided 2. The design engineer will not be held responsible for the accuracy of the SHEET survey or for design errors or omissions resulting from survey inaccuracies. NO. DESCRIPTION 3. All phases of sitework for this project shall meet or exceed the City of Atlantic Beach sitework specifications. 4. The general contractor will be held solely responsible for and shall take all precautions necessary to C COVER SHEET avoid property damage to adjacent properties during the construction phases of this project. 5. Warranty / Disclaimer Al LEGEND AND ABBREVIATIONS The designs represented in these plans are in accordance with e.%tablished practices of civil engineering for the design functions. The engineer nor its personnel can or do warrant these designs C-1 SITE PLAN or plans as constructed except in the specific cases where the engineer inspects and controls the physical construction at the site. 6. Safety Notice to the Contractor C-2 SITE PLAN DETAILS In accordance with generally accepted construction practices, the contractor shalll be solely and completely responsible for conditions of the job site, including safety of all perscons and property A1 .1 FLOOR PLAN during performance of the work. This requirement will apply continuously and snot be limited to normal working hours. Any construction observation by the engineer of the conitractor's performance is not intended to include review of the adequacy of the cantractorr's safety measures, in, A3�1 SIDE ELEVATIONS / ROOF PLAN on or near the construction site. CHURCH STREET 7. No of Atlantic Beach.work shall extend onto the adjacent City Highway Right of Way without written permission from the SIT Cit A3.2 FRONT / REAR ELEVATIONS 8. Contractor shall furnish shop drawings to the engineer indicating materials and manner of installation 4Z- for for all components of the project prior to purchase of materials and construction- S1 .1 STRUCTURAL FOUNDATION PLAN 9. These engineering drawings may not show all of the City/State standard details required to complete construction of this project. it is the contractor's responsibility that the construction 4TS1 2 STRUCTURAL ROOF PLAN be in accordance with all current City Standard Details and Specifications. The contractor shall obtain a copy of the City, Florida Department of Transportationi Standard Details and Specifications from the Department of Public Works prior to beginning construction. S1 .3 STRUCTURAL DETAILS 10. All contractors shall furnish "as—builts" as required by the City. The cost of asi--built services ATLANTIC BLVD shall be included as part of the construction costs. The contractor shall coordiinote the processing of "as—built" drawings with the Engineer and the City. TERMS AND CONDITIONS OF WORK 1Z THE CONTRACTOR AND TRADE CONTRACTORS AGREE TO THE FOLLOWING TERMS AND CONDITIONS OF WORK AS NOTED HEREIN: 1. THE CONTRACTOR IS ADVISED THAT NO WORK SHALL PROCEED UNTIL THE APPROPRIATE CONSTRUCTION PERMITS HAVE BEEN ISSUED BY THE LOCAL AUTHORITY. THE CONTRACTOR IS TO REVIEW AND UNDERSTAND ALL_ REQUIREMENTS AND co CONDITIONS OF SAID PERMITS. THE CONTRACTOR SHALL BRING ANY CONFLICTS BETWEEN THE CONISTRUCTION PLANS/SPECIFICATIONS AND 0 THE PERMIT REQUIREMENTS/CONDITIONS TO THE IMMEDIATE ATTENTION OF THE OWNER/DEVELOPER; AND THE ENGINEER FOR CLARIFICATION. VICINITY MAP �i a 2. ALL PERMITS SHALL BE POSTED AT THE JOB SITE BY THE CONTRACTOR AND MADE READILY ACCESSIBLE THROUGHOUT THE DURATION OF THE PROJECT. 00 3. DO NOT CONSTRUE THESE PLANS TO BE COMPLETE AND WHOLE UNTIL ALL APPLICABLE AGENCIES NAVE PERMITTED THESE PLANS. PREPARED BY: 4. THE ORDER OF IMPORTANCE OF CONFLICTING ELEMENTS WITHIN THE CONSTRUCTION DOCUMENTS, OIR GOVERNING ORDER OF DOCUMENTS SHALL _ O BE AS SET FORTH BELOW WITH NO. 1 CARRYING THE GREATEST WEIGHT OF IMPORTANCE THROUGH NO. 6 (C) CARRYING THE LEAST WEIGHT OF IMPORTANCE: 3 1. SPECIAL PROVISIONS. ci 2. SUPPLEMENTAL SPECIFICATIONS, ADDENDUM, AND MODIFICATION DOCUMENTS cp 0 3. TECHNICAL SPECIFICATIONS AND PROVISIONS. N 4. DOT ROADWAY DESIGN, STRUCTURES AND TRAFFIC STANDARDS. 1-1 41 5. THE PLAN NOTES. w 6. THE PLANS. i A) PLAN TEXT. I V E T, N A II II I S R WALLS, INC . 0 B) PLAN ILLUSTRATIONS OR THE DRAWINGS. oC) O PLAN SCALE. 1 ® � f�t �1rt7 o RECEIV 0 ENVIRONMENTAL SERVICES TRANSPORTATION DESIGN 0 .SUN 2 3 2000 2046. 000 O a City of Atlantic Boat • MAY, Cleve E. Dryden, P.E. Fla. Reg. No. 33115 BulldInA and z®ni�l 81 King Street, Suite A, St. Augustine, FI. 32084 __. MAP SHOWING BOUNDARY AND TOPOGRAP-HIC SURVEY OF: THE NORTH ONE—HALF OF LOTS 2 ANO 9,, BL OCK 1, L =6 /N 60PERNMENT L OT ,3 5,M70N 17, TONVSH/P 2 501/N RANOE 29 EAST, AS 5110XV BUT NOT INCL UL7E0 /N MAP OF OONNERS RFPLA T AS RECORDED /N PLAT BOOM 19, RA Of 16 OF THE CURRENT PURL/C RECORDS OF 001AL COUNTY, fL OR/OA. CHURCH ROA D 60 00' R/GHT—OF—WAY K 10 • COMCA!/! /IlA+ALAa -316 L1.40 MAI: r &Aft• QAft y�C�Af6- 1105lom mm 7•�� or 350- U42 ELM+24.=A0W y{ =In •i1 M •aA 1 7 •ILEA KIM 0/100*w_ ,lx �r x COpW�MpW 4 AV x d EZEVr1Jf��W*6 O r • CLA �_ ' AcA i� r" N8, 3-052 of Ar .,l, 16 00'L, A00 rte' x` H.rs c,+p err O 1� F,,r Gig JS~PAL l/ IAEF bX,R'J/V.C N.Q lO 111ML+,sra1 `A x ' 12-6 . ,7 c a & c A ! 1 ! O x l 1LD x � Ilk � x ' �r � ]D4 o � V `) 1 p • 1294 4)• R ,h opo NQ %4 N R � � A 1, x 0 F R E O -to I y� ,� 14 a •„max, (� rap ELEK 1�fB -4 7LD TLD C SLtA7• saA7' 9os,2a9 •12.90 sr.• - ' r AVW/D1W Qrr//l1 PJB CAP ' ,�. " a 5 . '"!�Y 104 Off' is COMCREr! ]D, • 10.29 FC*+9w SOUTH >/2 Or FAOPMER L OT 8 SOUTH 1/2 Ar FORMER L Or $ 3, BLOOV / NOT INCLUDED 3, BLOCK 1, NOT 1NCLUOED O.R. 6..311, PG. 2086 O.R. 4K27J, PG. 5 sago, axao• DUDLEY STREE7T NO TES: 60.00 R/OHT--Or-WAY 1 HAY CE]n" THAT THS SURVEY LETS THE TH/S PROPERTY L/£S /N Fz OOD ZONE "X" BY MINIM TECHNCK STANDARDS AS SET FORTM BY TFC FLORIDA BOARD OF LAND SURVEIL PURSUANT FLOOD MAP REI//SED APR/lL 17, 1989, SEC ilq�1 472.077 FLEA STA7I,JYES AND CHAPTER COMMON/TY PANEL 12007.5 0001 D. 2. BEAR/NGS 9145E-0 ON THE' SOUTH R/GHT-OF-WAY D U R D E N 61017 RAR1DA ADMISSTRA71ON CODE' 3. ELE A OF S O 17-IU (2.1 ARE BASED o v SURVEYING AND DAPPING. INC. NATIONAL OEODET/C kFR17CAL OAIVAI OF 1929. 8150 LONESTAR ROAD 4f EP DENOTES EDGE OF PA WNO JACKSONVILLE, FLORIDA 32211 FLORIDA REGISTERED SURVEYOR NO. 4707 5. CL DENOTES CENT£RL/NE. (904) 724-5588 FAX 721-7845 H. BRUCE DURDEN JR. * OHF DENOTES OkERHEA-0 £LECTR/C. LICENSED BUSINESS NO. 6696 7. C.L.F. DENOTES CHAIN L11'VW FENCE. SIGNED: OCTOBER 19, 1999 SCALE: 1" = 20' 8. O.Fr DENOTES OFF/C/AL RLrCORDS. ACAD FILE = 99626.DWG ACAD12 9. PO. DENOTES PAGE. FILE NO. = C-260 THS SURVEY NOT VAUD l ILL TENS PRINT M EMBOSSED 1MTH 7W SEAL OF 7W A90VE SKN D. Hw ow-� ----- !:2H 14 IVEY. HARRIS 0 WALLS. INC. X7 Tqz Planning ROADGEOMETRY NOTES Civil Engineering I. ALL SURVEY DATA USED AND CONDITIONS ASSUMED TO BE PRESENT IN PREPARATION Landscape Architecture I A OF THESE PLANS WAS PROVIDED BY DURDEN SURVEYING AND MAPPING, INC.). IVEY. HARRIS & WALLS. INC. DOES NOT ASSUME RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS Ecological Services AVX/ 0 10 20 30 OF THIS DATA. NEW LOC111111M OF 2. THE CONTRACTOR SHALL VERIFY AND LOCATE ALL VERTICAL AND HORIZONTAL Transportation Design EXISTING DUMPSTER & PAD DUMPSTER & PAD CONTROL POINTS PRIOR TO CONSTRUCTION. IF ANY DISCREPANCIES SHOULD BE FOUND. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SURVEYOR OF THE CONDITION IN TO BE RELOCATED WOOD SHED TO BE USED AS CDNSrRMT10N -M WRITING PRIOR TO COMMENCING HIS CONSTRUCTION ACTIVITIES. Construction Services M ic" $tireet ORM UWU COMPLETION OF BLIDWO SCALE: 1 71 10, 3. ALL PAVEMENT OFFSETS. RADII AND DIMENSIONS SHOWN ARE TO PROPOSED FACE OF THEN 70 BE D0KX5HED CURB, UNLESS OTHERWISE NOTED. F Suite A c. V 4. THE CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE GEOMETRIC DATA St h"tim RwW 32M .0 A" P114 z/Vw� PROVIDED. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COMPLETELY STAKE AND 04 W470 FAX 9N W-07 N89 VJ 05 Z /00. 00 A N. CHECK ALL IMPROVEMENTS TO ENSURE ADEQUATE POSITIONING, BOTH HORIZONTAL m.ihw-usicom AND VERTICAL, PRIOR TO THE INSTALLATION OF ANY IMPROVEMENTS. ANY PROBLEMS OR QUESTIONS WITH THE GEOMETRY GIVEN THE CONTRACTOR SHALL CONTACT G"Z._ 5.01 (D THE ENGINEER FOR CLARIFICATION. A 8'R A Tr, 4VERSE 5. BUILDING COORDINATE IS TO THE OUTSIDE FACE OF BUILDING. BUILDING DIMENSIONS ARE 4 CD SIs 16P NAiL. TO BE TAKEN FROM THE ARCHITECTURAL PLANS. V 441 t2 7 - 4 ( 8'R - :3 4, 4 4 4 B. THE CONTRACTOR SHALL MAINTAIN A SET OF 'AS—BUILT" PLANS ON—SITE AND SUBMIT 5 00.1 THESE PLANS TO THE ENGINEER—OF—RECORD UPON COMPLETION. ALL ASBUILTS (WATER. 4, BE,REMOVED, SEWER. OR OTHERWISE) SHALL BE SIGNED AND SEALED BY A FLORIDA PROFESSIONAL SURVEYOR AND MAPPER, ALL HORIZONTAL AND VERTICAL LOCATIONS SHALL BE AS DIRECTED 4 .A 4 42 BY THE PROJECT ENGINEER. AND SHALL BE INCLUDED IN THE CONTRACT BID LUMP SUM COST. 4 C, ;kC)OJ�l 9/2 124' 2.00,J 5.00' -.4 17.81 ".7.31.52' GENERAL NOTES 0 of X" taa 1. CONTRACTOR SMALL PROVIDE ALL NECESSARY SIGNS, BARRIERS. LABOR, EQUIPMENT. 4 ETC.. TO MAINTAIN A SAFE AND ADEQUATE FLOW OF PEDESTRIAN AND VEHICULAR 4, cAc ,; 4 PAMNG TRAFFIC ALONG ROADWAYS AND INTO AND OUT OF SITE AND BUILDINGS FOR THE HA PARKING" 4 (HATCHING) DURATION OF THE CONSTRUCTION. OA NG 44 DRNE q DF WE 13.51 A 2.00' 2. CONTRACTOR SHALL PROVIDE ACCESS FOR EMERGENCY VEHICLES AROUND AND TO ALL 4 a I L4 4 -.9 , W_"A V A ddl-- BUILDINGS DURING CONSTRUCTION. - 10 D0'00' omw Not 3. SURVEY DATUM BASED ON NGVD DATUM AS PROVIDED BY SDURDEN SURVEYING & MAPPING. INC. 4.00' 4. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY lk� GRASSED WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THOSE mow 10 GARAGE DOOR AM FURNISHED BY SUBCONTRACTORS. CONTRACTOR SHALL ACCEPT PREMISES AS FOUND. OWNER ASSUMES NO RESPONSIBILITY FOR THE CONDITION OF THE EXISTING SITE OR 06 EXISTING STRUCTURES AT THE TIME OF BIDDING OR THEREAFTER. GARAGE DOORS 5. UNLESS OTHERWISE NOTED, CONTRACTOR TO CLEAR AND GRUB ENTIRE SITE OF ALL or or VEGETATION, CONCRETE SLABS AND FOUNDATIONS. PAVEMENT, FENCES, LIGHT POLES. 6 ETC. AND PROPERLY DISPOSE OF OFF SITE. ANY EXISTING UTILITY SERVICES SHALL BE 0 k PROPERLY DISCONNECTED, PLUGGED, REMOVED OR ABANDONED. r % 6. ALL CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE BUILDING CODES AND LOCAL 0 q CONCRETE AM RESTRICTIONS. THE CONTRACTOR MUST COMPLY WITH THE CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES. CL 70 BE REMOVED > 7. THE CONTRACTOR SHALL REPORT TO THE ENGINEER ANY ERROR, INCONSISTENCIES. OR to No 44 Church St. 0 C OMISSIONS HE MAY DISCOVER. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING 0 ANY ERRORS AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO CONCRETE TO T I THE ATTENtION OF THE ENGINEER. THE MEANS OF CORRECTING MY ERROR SHALL FIRST PROPOSED ADDITION BE REMOVED BE APPROVED BY THE ENGINEER AND OWNER. 4- \j 0 N 67 S. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT INTENDED. THE CONTRACTOR IS TO CLARIFY WITH THE ENGINEER AND OWNER ANY ENW SUCH DISCREPANCIES PRIOR TO COMMENCING WORK. 1_0 (3 9. PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS 14, A& 100 00. am ACTMTIE'% WITH ALL THE UTILITY COMPANIES SERVING THIS AREA. CONTRACTOR IS M COORDINATE .FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIM TO EXCAVATION. THE FOLLOWING COMPANIES SHALL BE CONTACTED BY THE COWRPCTOR- SEEKS Mom L A'L�' ELECTRICITY — 41E4 WASTEWATER AND POTABLE WATER — ATLANTIC BEACH UTILITIES 10. THE LOCATIONS OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE GARAGE DOOR PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION AND ARE GIVEN FOR UILDIN THE CONVENIENCE OF THE CONTRACTOR. THE OWNER AND ENGINEER ASSUME NO RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF CONSTRUCTION. IT SMALL EXIS ING B BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO V MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE UTILITY COMPANY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING O i T II JY_ z1 4 ANY UNDERGROUND UTILITY. EXISTING UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED AS DIRECTED ON THE PLANS. (7) 10.00, 11. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL gLIN&M TO OR BETTER THAN EXISTING UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE _j1 COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND T" NO EXTRA COMPENSATION WILL BE ALLOWED. j F_ • /15 112611�­ ICE- M SEED & MULCH L-14 IS-- C) CZ i Q, C> C4 VENOM I sir I/FrIKI PROPOSED CAROUSE i lQ) z? Aw Z' 61 66�11��_)' GC COMMERCIAL GENERAL 1,17 C /C z Z/ 20' 9 FUTURE CAROUSE DESIGNATION Z If GC COMMERCIAL,GENERAL 0 0 /zr:7m� A U) 11 14 1 11- / I I i - I ZONING • GC COMMERCIAL GENERAL 4-- /00- 00 OPEN SPACE j ! z Gross Site Area 0.241 AC Impervious Area Provided 0.122 AC Pervious Area Provided 0.119 AC AREA CALCULATIONS # No Total Gross Site Area 0.240AC 0. C Total Building Area 5,569 SF (53.0%) SETBACK REQUIREMEN In a 0 0 39 17- 19 _ /_ 7 Front 20 FT -Side 10 FT - Rear 20 FT 7 0 11 PARKING DATA z 0 z) b'/("/__ Ilb f_ 19 f Required: 1 Space per 2 employees 9; 136" '201 /7-1 57 2 employees = I space 0 (D 0 Parking Spaces Provided: 2 Spaces 0 .15 Includes: I Handicap Spaces is Z OM 0 Uj E No BUILDING HEIGHT (D 13.! C L 0 Maximum Building Height : 35 FT co a CL -< 4 . Release: 0 0 C 0 0 to C =1 0 JIVE1. HARRIS s WALLS. INC. CH UIL I CH CL 1-1 - Li i 5'—CARS 4" WHITE STRIPE 12' IVEY. HARRIS A WALLS, INC. Planning z J Civil Engineering a Landscape Architecture a 1.2' —� Ecological Services SEE DETAIL s03A Transportation Design P 9 a Construction Services CURB �"�HANDICAP SIGN & POST 81 King Street suite A e Augustine, Florida 32084 4" BLUE STRIPE 2�-0" 8 904 827-M FAX-904 827-oA61 44 WHITE STRIPE nw ft-usaoom NOTE: PROVIDE ADDITIONAL RS" S 100 FINE SIGN w/ FINE AND STATUTE NUMBERALL 12" CITY CODE LOCATIONSTAS NOTED HANDICAP ON DRAWINGS. &12 � N 2"0 GALVANIZED STEEL PIPE >= PAINT TRAFFIC YELLOW �- NOTES: � ., 5" 1. ALL LETTERS ARE 1" SERIES "C", PER MUTCD. 7'_0" Q "F 2 —1 1 5" 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. " I I 1 -o 8" 0 STEEL PIPE W/ CONCRETE a 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING 3._15" ( I FILL, PAINT TRAFFIC YELLOW. 0 GRADE) -WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. Li R ,— " 4. ONE (1) SIGN IS REQUIRED FOR EACH PARKING SPACE. GROUND � 5. HEIGHT OF SIGN SHALL BE 'IN ACCORDANCE WITH SEC ON 2A-23 OF TIT SURFACE e THE MANUAL ON UNIFORM 7RAFFIC CONTROL DEVICES (MUTCD). 6. VAN ACCESSIBLE" SIGN ONLY REQUIRED AT VAN STALL(S) AS NOTED •� ON PLANSIV m U. -ill II it IIS- a � Cm _, il o Til_ � � _ � 1'-s" � I I .I 7I ' 4 Q � � KW4HANDICAP PARKING DETAIL HANDICAP SIGNAGE PARKING DETAIL - N.T.S. — N.T.S. w Na 10 MIRE e x e) 12" FTP-25 1-1/2" +, 0ONCRM SIDEWALK N NOTE: (HANDICAP SIGN ONLY) I r "+ 1. ALL LETTERS SHALL BE BLACK AND 1" IN # LASE b HEIGHT. LETTERS ARE TO BE SERIES i $ a N "B" OR "Cw, PER MUTCD. 4 Mn.. r yam, - � �ATE �� r �,�, 4 � 1 B" 2. TOPORTION OF SGN SHALL HAVE REFLECTORIZED PARIDliO AREAS wIiERE r�H" (ENGINEERING GRADE) BLUE BACKGROUND WITH r r 396W1X FLM TO PAVEMENT WHITE�M� PAw��� � WHITE REFLECTORIZED LEGEND AND BORDER. � ■ ■ 4 Z' Min. 1 2. SIDEWALK FLUSH TO PAVEMENT r �"' � 3. BOTTO TORIZ TION OF SIGN SHALL HAVE A T ED (ENGINEERING GRADE) WHITE r r,,.paproum -rp0 op�� 4 Laq � BACKGROUND WITH BLACK BORDER. Na O 10 wra: (6 x 0) 9 (nre NXWIomI VMES SEE Mmo or RW*W 1-1/2" 4. ONE SIGN REQUIRED FOR EACH PARKING SPACE. U) + CJONpa:TE 100 ! 1:1�2• ■� Crtm 5. HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH am SLOPENAx am am �" s" SECTION 24-23 OF THE MANUAL ON UNIFORMED 1 2• TRAFFIC CONTROL DEVICES (MUTCD) w/ a; as ti 9; � c : li FTP-55 " Ir ooaPAcho LASE 95x(AASHTO T-180) CONCRETE BUMPER GUARD TYPICAL HANDICAP PARKING x WUN Vmn (SEE 11m) �F0e) N.T.S. wKSIGNAGE N.T.S. o +. CONCRETE /3 REOAR(OON1MlOUS) C �• .. N SOe1 CROSS SLOPE MAX. RADNlS C •• 0 ASPH. PW'T �► ~ m In V r COMPAC'TE'D BASE 40 955(AAMM T-100) r MHQMES MASS A CONCRETE $ � N w <• X10 wwa: 0 X 0)wrpww 1C STAILIZ D CASE V 0 ODWAC1ED TO 9!M DQd1TY (A.AAKTAL-1100) 11171 FBV OF 70 Pal W n 0 0 06 .. 3 ti N / DEEP CAULK 1/7" CANE FM %m , w >% SEPTH (r 4 FELER EXPANSION JT. i`_.~ ice- �.,.,.�` .�.� NX �.�'y ,� U"' E ca DEPTH �' / MA1fAl/1L 111 I 1 - i :=1 Iii m •• m E �, b ; • ;° VE s m . �;��� `���" <•,•-• :•{; ALL COMOtETE-a1DEwAMJi3 W&L NA i' s' , ` •', r, '• A FULL Itr EXPANSION JOINT AT A IM�SAWdI� OF25 LINEAR FEET FORM DUMMY I' JOINT AT EVEILY WAOM MIERVALS Release: NOT m E)0017`T) s LINEAR FEET. MM MW T-K =PAM U1 A MW WLI IL C_ M p "MOR 322 SIDEWALK DETAIL 390 TYPICAL G"ONCRETE PAYE�[ENT S1'IDN NS — NTS. N.T. a i IWI . NAIRIS • NAILS, 11c. Planning Civi Engineering Landscape Architecture ! Ecologicd Services 24" ac1r4c���. 44Z�y , Transportation Design 11 Construction Services:' 0A 0 81 King Street Suite A e St Augustine Florida 32064 904 827-M FAX 904 821-0 7 /71fy TNG T >= N8.9 4J os'E o " , 0 ,� . goo. o . ,.-�� � � N. . . 5 � D /V( 4 �1/ , TRAVERSE 6p NAIL 1 Q 19I I z o r----- ------------- z ------ ------ O , ; ; o a �' o o I MONOLITHIC FOOTING o • (SIAI • E o Q � g `) I C CONCRETE SLAB `N TYPO& COLUMN , ti FOOTING (SQ) aim , r, ------------� ,� I I , Q ` - �� �O � I MONOLITHIC FOOTING I ! 4, (SIA sraM.ROOMizz O �. Q� I T .- ,--� - T ~r•) I EXISTING C.M.U. STRUCTURE ~� ( / - i U) i 1 66,911-51 I E- L D \ 0 /00. 00. 1 d / M CD 66 0 a m Z o 3 v H io u p w = O •• o o� O a 3 _ -50 5 0 1 'ITH /�;r`J, 21-- f � -? -� �_• i I--1 :f 9/ Z "�! / NOT -- I llvl( a N _ _ 0 10 20 30 V- c d a Release: SCALE: 1 " = 10' i 0 Q © Simi .O r l. ---- ------------------- IlYlyt. HARRIS s WALLS, INC. 2,f (26-7,4 ON 7W 7A—Z-7-V6 1. CHPlanning Civil Engineering Landscape Architecture T. Ecological Services Transportation Design Construction Services 81 K4 SW Me A St k*sUn% Florida =9 N(6,9 VJ 05 T /00. 00 0 W-D'M FAX 04 W-07 0 10 20 30 WMAVI-UMCM TRAVERSE P117Zr- 11V(�l % 16P N-Aft. -4 `. � / SCALE: 1 10' >M (j 0 --—------- 0 IM w 4 M KIM ww 4red am kno LD LL -M Doi we MM k". 14 0 IM M La X CL =C to > 'Q 0) Ww ION ATM M C Q) fZ\ L Moll alllow Ma L F Mtn=- M M 116 Q� RM ............ 01I.a M� -T-------T Ila N, 7!-)Z-,) ---------- .2 ----------------- ---------- U) C) 4 IlFaw f LE P4 46 in 4 il v4 IV o 6 0 co -49 U') 66 T /T C" - Z11 -50l 0 0 "T 111'V/CZ M/-/ L 0 Z cl� C14 XCL 0 w 0 1— C14 Release: o � � co 0 /X 04 Slm2 a_ i )0411t. IIA12IS A WALLS, INC. �5 O 4' O.C. /5 DOWEL w/ 10• HOOK Planning •co L i Civi Engineering CONNEC OR 0 `° 6" CONC. SLAB j Landscape Architecture EACTRUSS , ,USS Ecological Services CONCRETE FOOT 2 B I Transportation Design 2x8 TOP PLATE { Construction Services . :. oro t" i 81 1cmg 1/ 0 GALV. AaCH R BOLT m„Vm„ ( $�6t w�HOOK O 48 cpc ;p 2” 1 EXISTING WALL Sufte A BOND BEAM St u• n0 C l c 904 8V-0166 FAX 904 W-0761 12" wI111 ih-uncom 3AC• 12" x 18" _ _ COLUMN TYPICAL WALL FOOTING t (EXTERIOR) w/ MONOLITHIC SLAB 20 JOPRIOVVIDE EXPANSION S r i TYPICAL TRUSS 4i TO WALL CONNECTION '• - Q 2 f 5 4" � • A ^• , `iJ,• q' ..• a 0.. - .A, +3 `. r`' w 8 BOND BEAM - k - � a TYPICAL COLUMN !'QIOTING -o, � mo Q LD " C •> .f 2•p 2 ' /, 1 5 DOWEL (181 7 5 DOWEL OPWING 1.5 O 6" T ,•� H WAY 6' CONCRETE SLAB ` oil \\\ FL I Lo .0 �i 4' 2 f ` SECTION B--B PRECAST OR POURED IN P E TYPICAL WALL REINFORCING . . LINTEL BEAM @ 4' CA WINDOWS / DOORS / GARAGE OPENINGS rrr■ " a1 Id r: m •iqfaie4 � .Z I.•__ —EXISTING AIBUILDING I OL E X 61pVT. an spy 14"at 6" CONCRETE SLAB I ! J v W ` 3 m az O O ♦� YERIK.AL 11 CrlCreo>�IIIT + 2 X /: i L------- � dl O r GpY1�1E BLOCK' 4• Z o : - pi's N M 2 - Ars G m � fG�lAIa111dN DOIIEYSi � 3 r 94 SECTION C-C sx�xs� � � C o *w •• wsxo-10/10 AT 4r*a at/s"94 � � 0 0 S 9JIB QV GPM � 6gtT EAfry/LEO : _ �, COLUMN FOOTING DETAIL 6 it N ►+') m •• FW1SN GRADECL •-'% 2 — J6's 1AR1NGilt a In a� Release: U O O O tD N S1m3 TYPICAL WALL TO TRUSS CONNECTION r L 0711 4/ 4 r 4 0 �WIZ Z-7 P 2-57 GENERAL NOTES IVEY, HARRIS ar WALK INC. 1. ALL LANDSCAPING SHALL CONFORM TO DIVISION 8 OF THE ATLANTIC BEACH CODE. Manning 1:�.-3 7 12 X-, 2. THE' LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VEIFYING PROJECT SITE CONDITIONS I Civil Engineering CH AND ALL QUANTITIES INDICATED ON THESE PLANS, BEFORE PRICING WORK. 9 -3. ALL PLANT MATERIAL SHALL BE FLORIDA GRADE No. I OR BETTER, NERSERY GROWN, IN MATCH DUSTING MATCH EXISTING (0t, x ACCORDANCE TO FLORIDA GRADES AND STANDARDS HANDBOOK. I Landscape Architecture x GRAM /x 7" 4 , x 4. PLANTS SHALL BE SOUND, HEALTHY AND BIGORIDUS, WU. BRANCHED AND DENSLELY Ecological Services 12.5 2 2. 7 FOIUATED WHEN IN LEAF. THEY SHALL BE FREE OF DISEASE, INSECTS, EGGS OR LARVAE 2,12 4 0 10 20 30 AND SHLL HAVE HEALTHY, WELL DEVELOOPED ROOT SYSTEMS. THEY SHALL BE FREE FROM Transportation Design PHYSICAL DAMAGE OR ADVERSE CONDITIONS THAT WOULD PREVENT THRIVING GROWTH. EXISTING TREESY q r. 5. THE' CONTRACTOR SHALL EXCAVATE LANT PITS, ACCORDING TO THE DRAWINGS. UNLESS Construction Services �V' RELOCATED DUMPSTR M12 /,ice��_ , A 11 - TO BE REMOVED 1A (21 OTH' ERWISE DIRECTED. 81 King Shd /7, IZ,,,4 6. ALL CONTAINER GOWN ROOTBALLS SHALL BE CAREFULLY SCOURED BEFORE SETTING IN PLANT Sufte A x Is lot Pn. 10 X 1 2.24 SCALE: 1 St A*sft Florida 3M4 6) Z_ ,4 11.7C I � 1 4 N1 WJ 05 Z /00. 00 Av., 7_5. 7. ALL BACKFILL AROUND PLANT MATERIAL SHUL BE WORKED FIRMLY. TAMPED AND WATERED IN 71 '% W4 OV-070 FAX 04 W-07 44 UNIDER AND AROUND THE ROOTBALL TO FILL ALL VOIDS. "WIVI-mcom 2 12 8. PLANTING BEDS SHILL BE CUT OR EDGED TO FORM A UNIFQRM,�L�� LINE BETWEEN BEDS (2 14.8.3 ),D, 1 2�28 AND LAWN AREAS. 6 ell 9 I 4F TRAIVERk-1-1 i I f-3 p N1 A!L 9. ALL PLANTING BED AREAS WITH ACCEPTABLE TOPSIOL SHALL BE TOP CRESSED WITH 50X �4.2 0 4 A/O 4 1 4 4 q A kl q . d . - . :, N�' I ORGANIC 6-6-6 COMMERCIAL FERTILIZER AT A RATE OF NINE POUNDS PER 1000 SQUARE 7. , , �� 4 FEET AND TILLED TO A MINIMUM DEPTH OF THREE INCHES. 004 .4. 4 10. ALL TREES ARE TO BE STAKED. REFER TO STAKING AND PLANTING DETAILS ON THE DRAWINGS. 4 4pa 111. CONTRACTOR SHALL COORDINATE CONSTRUCTION OF PLANTING AREAS WITH INSTALLATION OF -_d IRRIGATION SYSTEM. 12. SODI AREAS SHALL BE ARGENTINE BAHIA GRASS. GRASS FOR SODDING SHALL BE FREESHLY CUT IN SQUARES ONE FOOT WIDE BY TWO FEET LONG. SW SHALL BE HEALTHY, FREE OF INSECTS, 0 41 IN NATURALLY FLOURISHING CONDITIONS. DRY, BROWN AND UNFRESH SOD WILL BE REJECTED. Y r • A LEGEND. 4, 13. SODI SHALL BE LAID END TO END AND SIDE TO SIDE IN A TAGGEREO LINE TO FORM A UNIFORM 1� H SOD LAYSIR. ALL UNEVEN EDGES SHALL BE SQUARELY TRIMMED TO ALLOW CLOSE AND FIRM FITTING .ate 4 KI DRhE OF EACH PIECE. .A 0 4 11111 14. AFTER SODDING IS COMPLETED, THE ENTIRE SOD AREAS SK BE WATERED BY HAND OR SEED MULCH IRRIGATION SYSTEM EACH DAY FOR TWO WEEKS. SODDED AREAS SHALL THEN BE TOP DRESSED 1,21 I WITIH A COMMERCIAL FERTILIZER AS DIERECTED HEREIN AT THE RATE OF 12 POUNDS PER 11000 SQUARE FEET OF AREA IN AN EVENLY BROAD CASE PATTERN. CONCRETE PAVEMM • 15. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANT MATERIAL ON __ •w.T IrIN • SITE DURING AND BEFORE PLANTING, UNTL THE WORK IS ACCEPTED BY THE OWNER. Y) kc)" 16. ALL PLANTS SHALL BE GUARANTEED BY THE LANDSCAPE CONTRACTOR TO BE HELATHY PLANTS AND IN IFI-OURISH.FNG (41�.Ii;,TION OF ACTIVE GROWTH FOR NINETY (90) DAYS FROM FINAL INSPECTION Mild ACCEPTANCE. .4 1 1 • • • 17. THE OWNER SHALL HAVE THE RIGHT TO REJECT ANY AND ALL WORK WHICH IN HIS OPINION DOES OPERATION. ILL. NEW AUTO BDDY SHOP x U) I& IN GTENERAL, ALL WORK SHALL PROCEED AS RAPIDLY AS THE SITE BECOMES AVAILABLE. KEEP J 't3� 12-87 N.L. AREAS OF WORK CLEAN, NEAT, AND ORDERLY AT ALL TIMES. 4 4 Church S t x 1 12.7 6 X 12.9 2 m • > 2.43 19. IF AN AUTOMATIC IRRIGATION SYSTEM IS TO BE PROVIDED, A SHOP DRAWING OF THE LAYOUT >= E . . . . . . . . . . AND DESIGN MUST BE SUMITTED TO THE CITY OF ATLANTIC BEACH, FOR REVIEW AND APPROVAL, 0 PROPOSED ADDITION . . . . •.'.•:•- . . . . . . 12.92 PRIOR TO INSTALLATION. x 0 N C' Al' Z" 20. IFFIGATION SYSTEM SHALL BE FULLY AUTOMATIC, PROVIDING 100% COVERAGE TO ALL PLANTING % AREAS, WITH ALL POP UP HEADS IN LAWN AREAS. FINISH FLOOR ELEV. 13-06 017- %\I / , "�/ 1-,, 10,- // . 21. A DOUBLE CHECK BACKFOLW PREVNTOR (OR APPROVED.EQUAL); EQUAL TO DCA-100, TO BE 12 1 1--� 'S MM)NTED IN A RECTANGULAR WA BOX (12-XIOI ON THE SERVICE SIDE OF THE METER AND I \ 0 IMMNEDIATELY ADJOrENT TO THIE WATER METER (SHOULD CITY WATER HE PROVIDED). Q x �I I 22. AFTER THE LANDSCAPE PLAN I APPROVED BY THE CITY OF ATLANTIC BEACH, ANY SUBSEQUENT 19 x 0 CHANGES MUST BE RESLOUffIED TO THE CITY FOR REVIEW AND APPROVAL. X��- � fir_ � r';r ' ;�� �_ j �.r., ..."�" � �� ' `�:� i Oft,i o 12.60 X -14i NOITE: EXI NG BUILDING WA W STAKE TO FIRST BRANCHES' AS NECESSARY FOR FIRM SUPPORT ROMI S�) WIRE SHALL NOT TOUCH 1%, x= OR RUB ADJACENT TRUNKS OR BRANCHES (7) 312* X 2' HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 7 PRIOR TO BACKFILLING C �7 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 - V N, MULCH FROM TOP OF STAKE 2 WIRE SUPPORTS SHALL BE FORM SAUCER WITH /Pow io/ N r CONTINUOUS IaM USED ON MAIN STRUCTURAL BRANCHES 1777 wl R 4 N % 6e C�) Z,) s./V Z.z� �".!qr_" x -1 ZLJ TING MIX m m /7 % "P� m - "k SPECIFIED PLANTING MIX 7 WIATER & TAMP TO 13.04 -13,04 12 00, % 12.:7 O RIEMOVE AIR POCKETS Q�39 0 F/ y,-) 14.83 X 14.4 6 -.?(/V/ e'4 /,r 2 P/,//Y- 1-9.76 2 X BALL DIA.1 6 rf, ,�r�1✓ =,12�1,4Z7Z , ,I r5? /00. QQ . . I I `� SINGLE TRUNK TREE STAKING AN C 0 /V f R Z Ci Od F4 Od 14 4 1 0i I N I Iz VL/ I I SCALE: NOT TO SCALE 0 eel, ft %-P 4.0 O C 14 2.8 FORM SAUCER WITH z Aid 04 3' CONTINUOUS RIM--- r MULCH 0 Cid C LLJ 6 _'1,77/ ? IF' Z CL /_7� 1j,_ff 7- 7-� Z , -11 SPECIFIED PLANTING z z MIX WATER & P TO REMOVE AIR V i POCKETS 0 V 6 1CL 37 z7z V 1 4 0 7 C (D 0 0 SHRUB PLANTING CP 0 z 2L SCALE- NOT TO SCALE Z PLANT LIST an �� , c/ I ter'�� I C*4 SYMBOL DESCRIPTION SIZE SPACING U LAGERSTROMEIA INDICA"CRAPE MYRTLE" 8'-'10' HT, 3 TRUNK 25! OC. Release: o RI RHAPHIOLEPIS INDICA"INDIAN HAWTHORN" 18" SPO 3 GAL. 30m OC. 0 Z_ "IE (0 qt 0 @ 7 0 L=1 J' x )kIVEY. HAIRIS 0 WALLS, INC. I C6�_ EZR7 I A1a � � 11/Vl CL