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1175 Atlantic Boulevard PLANS 07.25.2016 Un N .._: V O Q EXlS71NG FIRE HYDRANTS 6 PT WOODEN PENCE v EXIS71NG o FIRE HYDRANT WEST 1ST STREET (50' RIW) r _ 10' REAR BUILDING ELECTRIC DROP RESTRICTION LINE 5 HOLLY 4 HOLLY 4 HOLLY 4 HOLLY 3 HOLLYf HOLLY 3 HOLLY 3 HOLLY N i" IN89°307'.3 "E 190.50' 12" OAK _.. _ __. » 25' SIGHT TRIANGLE 6» AK I 16 K 15_ PALM 4 CEDAR ; ' � 14 LIVE OAK _ _� � 16" PAL 15" LIVEOAK € 6 PALM 16" ;Ll VE OAK SWING GATE (IN 6" OAK 6 PT WOODEN PENCE LANDSCAPE CALCULATIONS: � NI -- ; � t . I SII 14" OAK �' ll)UAF TOTAL AREAS: _.. x ��� ZONING: COMMERCIAL 6 OAK SIDE 115' COMBINED) . V.U.A. PUBLIC AREA: 16 599 SF. 36" LIVE OAK (1) Q BUILDING RESTRICTION 10go VUA REQ. LANDSCAPE AREA 1,660 SF. C4 9" OAK LINE LANDSCAPE AREA PROVIDED: 3,841 SF. x OF 10% VUA REQ. SHRUB AREA: 415 SF. � Q POND 16",23" LIVE OAK 9" PALM SHRUB AREA PROVIDED: 423 SF. p 14 PALM s;< 16 LIVE OAK x �.. �, _ SECTION 656.1210 10% OPEN SPACE REQUIREMENT p n(�1 6 PT WOODEN PENCE CRUSHED) VO TOTAL AREA: 55,440 SF. -ll--� y. STONE - u � � � 10�o AREA REQUIRED 5,540 SF. SURFACE _ 18" PALM _. ..... 3€ 10% AREA PROVIDED 25,088 SF. rr 00 l I PERIMETER AREA REQUIREMENT BREAKDOWN 14" PALM � �; � � PERIMETER AREA NORTH SIDE: 168BO LF. x 15 SF. / LF. = 15' x 16850 LF. ZONING AGCx �..... AREA REQUIRED: 2,5125 SF. (� 1)UA 1� l8) V „ AREA PROVIDED: 3 548 SF. 15 PALM !1)QS PERIMETER AREA SOUTH SIDE: 121 LF. I 13 OAK f .....,,,. 15' SF. / LF. = 15' x 121 LF. 26" LIVE OAK AREA REQUIRED: 1015 SF. } x 23" OAK ,: Y_._...., AREA PROVIDED: 2,541 Sr-. w Yq `M1ti{ t 15" PALM PERIMETER AREA EAST SIDE: 291.18 LF. — p 1 5' SF. / LF. = 5' x 29111 LF. » 45 LIVE OAK '`�°�. 3 - -(1) UAF 24 LIVE OAK AREA REQUIRED: 1,458.9 SF. U cry t t AREA PROVIDED: 1,151 SF. Z PERIMETER AREA WEST SIDE: 289.16 SF. 4 STUBOUT .. 010 x AND PLUG .._ 5' SF. / LF. = 5' x 289.16 L.F. d (OPTIONAL) u ; AREA REQUIRED: 1,449 SF. 5 9)VO AREA PROVIDED: 2,318 SF. r } 13" MA 6'Ell QS _:. ...._._Y ,.-.. PERIMETER AND INTERIOR TREE REQUIREMENT BREAKDOWN CN V.U.A. PUBLIC AREA: Z I 9» M PLE INTERNAL LANDSCAPE: EXISTING 6' WOOD 1 TREE / 4,000 SF. = 15,603 Sr-. / 4,000 S.F. 6 M PLE I TREES REQUIRED: 4 x 9" MA E €, 1 PENCE TO REMAIN ! TREES PROVIDED: 5 SITE LANDSCAPE: 1 TEMPORARY 1 TREE / 8,000 SF. = 55,440 SF. l 8,000 SF. �J p � f x TREES REQUIRED: 1 CONTAINERs TREES PROVIDED: 30 € _.. PERIMETER TREES NORTH SIDE: 168.5 LF. x 3 r ~� FIRE EXIT ; ° I TREE / 50 LR (32' x 40') TREES REQUIRED: 4 cn 1,280 F± 4 ` TREES PROVIDED: 4 Existing o ZONING ACG x ZONING ACCO PERIMETER TREES SOUTH SIDE: 1535 LF. > I Ld 1 TREE / 50 LF. x TREES REQUIRED: 2 CRUSHED. � x STONE TREES PROVIDED: 2 existing 8 3,tJRFC E x CONNECT TO EXISTING 1 „...:. . 1 6' WOOD PENCE PERIMETER TREES EAST SIDE: 133 LF. x I I ' 1 TREE / 50 LF. TREES REQUIRED: 3 GREENHOUSE TREES PROVIDED: 3 existing 20 0 10 20 .... (64.17' 84') -6' WOOD PENCE -- `� ALONG SIDE PERIMETER TREES WEST SIDE: 295 LF. 5' SIDE (15' COMBINED) -� 11 : 5,300 F± I x PROPERTY LINE 1 TREE / 50 LF. BUILDINCs RESTRICTION x � TREES PROYTREES IIDED: 4 existing, 2 planted LINE CUSTOM WOODEN I g p DATE Jul 25 2016 x 'SWING. GATE BY OWNS I PROJECT N0. 2016.26 �.8" PALM x 16" PALM 14" PALM =1: 13" PALM _» x. DESIGNED BY KS F O I KSR .___........_. DRAWN BY 18 PALM CHECKED BY START 6 PT WOODEN l26) VO 14" CEDAR /" , 'll} 1 PENCE START 6 PT WOODEN SCALE - ' 20 FRONT BUILDING 15" CEDAR � � PENCE r' t t�t RESTRICTION LINE ....��.. ._ . - N89"40'45"W 142. 73' Xk., 589 30 3 "lel 47.80' SHEET TITLE _.. �q 1 LANDSCAPE __ PLAN 4' HIGH 3 RAIL FENCE WITH POSTS m 6' O.C. ALONG R/W, WRAP 3 RAIL FENCE TO 20 FT FRONT A TLANTIC 8OULEVAR TA TE f?OAD NO4 10 YARD LIMIT RIGHT OF WAY VARIES PER MOT RIW TRANSFER MAP SECTION 72100 1 S H E E T '1 N M O General Notes and Specifications o 1 . Prior to construction the landscape contractor shall be responsible for locating all underground utilities and shall avoid damage to all utilities during the ° N course of the work. The landscape contractor is responsible for repairing any PLANT SCHEDULE and all damage to utilities, structures, site appurtenances, etc., which occurs WN as a result of the landscape construction. SYMBOL QUANTITY COMMON NAME LATIN NAME SPACING SPECIFICATIONS % NATIVE , 2. When conditions detrimental to plant growth are encountered, such as rubble TREES 42 fill, adverse drainage conditions or obstructions, notify owner's representative QV 3 Shumard Oak Quercus shumardii AS SHOWN 3" cal. 10 - 12' ht. , 5' - 6' s pd. 50io native before planting. UP 3 Florida Elm Ulmus americana 'Floriciana' AS SHOWN 2" cal. 10 - 12' ht. , 5' - 6' s d. 50% native 3. All plants must be healthy, vigorous material, free of pests and disease. SHRUBS AND GROUNDCOVER 4. All trees, palms, and shrubs shall be grade "Florida Fancy" per Grades and 100go native trees total �l Standards For Nurser Plants arts one and two), available through Florida w Y (p ) g VO 47 Walters Viburnum Viburnum obovatum 3 C.C. 24 ht, x 24 s d. minimum full 4 dense Native 423 s.f. Dept. of Agriculture and Consumer Services. Seed t.b.d. Ar entine 5ahia Grass Total s.f. = 423 s.f. 5. All plant material mush be approved by the Landscape Architect before . . ry the plant material is Installed. Native s.f. = 423 s.f. 6. Any changes to the plant material (size, type, etc..), irrigation or any other deviations Native 100% from the plans must be approved by the Landscape Architect prior to the change being implemented by the contractor. The contractor must provide written proof of authorization for any changes. 7. All plants to be field grown or container grown as indicated on plant list. CONTRACTOR TO VERIFY ALL QUANTITIES Store plants in shade and protect from weather. If plants cannot be planted NOTES: immediately upon delivery, properly protect them with soil, wet peat moss, or,in a manner acceptable to owner's rep. Do not remove container grown stock 1 . MULCH ALL PLANTING BEDS WITH 3" ORGANIC MULCH. � from containers until planting time. Protect roots of plant from drying or n other possible injury. Keep plant ball moist at all times. 2. ALL DISTURBED AREAS NOT OTHERWISE LANDSCAPED SHALL BE SODDED WITH ZOYSIA SOD. N� 8. All plants shall be triangular spaced. 3. ALL PLANT MATERIAL TO BE FLORIDA NO. 1 QUALITY OR BETTER. CNk 9. Obtain agronomic soils test for all planting areas and tree pits prior 4. NO SUBSTITUTIONS WITHOUT PRIOR WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. to excavation of tree pits. Tests shall be performed by an approved soils testing 5. ALL TREES AND PLANTS SHALL MEET MINIMUM SPECIFIED SIZES IN INCHES AND FEET, REGARDLESS OF CONTAINER SIZE L laboratory and shall include fertility and suitability analysis with written INDICATED. WHERE DIFFERRENCES OCCUR, THE LARGER SPECIFICATION SHALL PREVAIL. > m recommendations for soil amendments, fertilizer and chemical conditioner application 6. ALL CALIPER SIZES MUST BE MET cn LH Cf) rates for soil preparation, planting backfill mix, and post maintenance fertilization7. CONTRACTOR TO VERIFY ALL QUANTITIES m program. Submit a copy of soils report to owner's rep. and landscape architect. 10. Add soil amendments as recommended by soil test in quantities necessary to bring soil mixture to pH rating of between 5.5 and 6.0. Minerals used for pH correction O shall be commercially produced for this purpose. —ll- 11 . All plants and planting areas must be completely mulched as specified with LL LL three (3) inches of organic mulch. Provide 4" minimum clearance of mulch from all U shrub trunks and 6" minimum clearance from all tree trunks. < 12. The landscape contractor is responsible for verifying all quantities shown on w these plans, before pricing the work. ED 13. The planting shall be done in accordance with acceptable horticultural practices. U This is to include proper planting mix, plant and tree pit preparation, pruning, Z staking or guying, wrapping, spraying, fertilization, planting, and adequate 4 maintenance throughout the required maintenance period. 4 14. The landscape contractor is responsible for fully maintaining all planting (including but not limited to: pruning, watering, fertilizing, cultivating, QQ weeding, mowing, mulching, tightening and repairing of guys, resetting plants ORDINANCE CHAPTER 366 SCHEDULE AND IRRIGATION REQUIREMENTS: SPACING Q to proper grade or upright position, restoration of plant saucer, and furnishing 1/2 D D } LU and applying such sprays as necessary to keep free of insects and diseases. The MARCH-NOVEMBER (DAYLIGHT SAVINGS TIME) NOVEMBER - MARCH (STANDARD TIME) Y P MULCH 3" MIN.) DEPTH landscape contractor's responsibility for maintenance (exclusive of replacement 4" C within the guarantee period) shall terminate one year from the date of final - NO WATERING FROM LOAM TO 4 PM - NO WATERING FROM 10 AM TO 4 PM FROM TRUNK � acceptance by owner' and landscape architect. - ODD NUMBER ADDRESSE5 OR TH05E ENDING - ODD NUMBER ADDRESSES, OR THOSE ENDING %f// u 15. All trees, alms, shrubs and plant material shall be warranted for period of one WITH N-Z OR NO ADDRESS MAY WATER ON GRADE / z year after date_ of completion and acceptance of the entire project Final acceptance WEDNESDAY AND SATURDAY WITH N-Z OR NO ADDRESS MAY WATER ON �,, P .. SATURDAY of all landscaping under this contract shall constitute the beginning of the guarantee _ DEPTH VARIES P 9 9' 9 9 EVEN NUMBER ADDRESSES OR THOSE ENDING - EVEN NUMBER ADDRESSES OR THOSE ENDING WITH PLANT .... .. .„- •'• - PREPARE PLANTING MIX period. Replace, in accordance with the drawings and specifications, all plants that WITH A-M MAY WATER ON THURS. AND SUNDAY , PER SPECIFICATION WITH A-M MAY WATER ON SUNDAY are dead or, as determined by the owners representative, are in an unhealthy or _ X� ; �n NON-RESIDENTIAL ADDRESSES MAY WATER NON-RESIDENTIAL ADDRESSES MAY WATER unsightly condition, rind have lost their natural shape due to dead branches, or other - `l r causes due to the contractor's negligence. Furnish and plant replacements which ON TUESDAY AND FRIDAY ON ONLY ON TUESDAY EXCAVATE AND PREPARE � comply with requirements shown and specified. Warrant all replacement plants for one - APPLY UP TO 4 - INCH OR LESS 01= WATER - APPLY UP TO - INCH OR LESS 01= WATER �— ENTIRE PLANTING BED year after installation. The cost of such replacement(s) is at the contractors expense. EACH CYCLE ONE TIME PER WEEK. TRENCH EDGER 16. All plants are subject to approval by the owner s representative. Prior to planting, LL all trees and palms must be approved by the owner or owner's rep. q 17. Standards set forth in "American Standard for Nursery Stock” represent guideline specifications only and shall constitute minimum quality requirements for plant "� '-" 73 material E 18. At the conclusion of this planting, if the owners rep. or owner has reason to ;�� _y _,�, / : / ...../ [... ' __.. a believe that the planus are not of the specified grade, he will request a re-grading - .. ` or inspection, and such evidence will be the basis for requesting replacement of ' P q 9 P GUY WIRE 12 G ,,msµ~`....._....� � � ,......,.� plants and for legal or other action according to law, should this become necessary. ANNEALED GALV. STEEL ~' 19. All planting beds to be treated with pre-emergent weed control prior to planting. " 20. Contractor is tocheck the site weekly to insure / 1/2" RUBBER HOSE all plant material is healthy and well watered. TURNBUCKLE (GALV.) ROOT BALL TO BE FLUSH WITH 21 . All disturbed areas to be sodded or seeded Argentine Bahia as noted. EXISTING GRADE. r z MULCH 6" CLEAR AROUND POUR STAKES SECURED AROUN� MULCH (3" MIN. o TRUNK WITH TRUNK AND TAPPERED. RTHREE BANDS OF GALVANIZED STEEL WI w EARTH SAUCER 2X4 X3 STAKE of GUY WIRE 12 GAUGE s = „ s. ANNEALED GALVANIZED FLAGSSTEEL OR 2"X4" LEAN TO REMOVE TOP 1 3 SAUCER - LOWER THE FINISH TOP OF ROOT BALL FLUSH LAWN AREA PAVEMENT i ,:... . Y� / BURLAP GRADE OF SOIL PLANT MIX WITH PLANTING SOIL AND EXISTING GRADE N '' TO HOLD WATER (TYPICAL) PREPARE PLANTING MIX SOIL AND ROOT LAYER PER SPECIFICATION 77777-77 TOPSOIL AS SPECIFIED 1/2" "EDGER" C SMOOTH, CLEAN & co �-�—�p--►� COMPACTED PLANTING MIX i Z PAVEMENTPARALLEL TO \`Z�: PREPARE PLANTING MIX PER SPECIFI- DATE Jul 25 2016 .. 1. .• ..�•.. oE' • ...• '.. �,� FIN SHED .• :. : ..•... >." '• CATION GRA©E PROJECT NO. 201ro2ro . . . . COMPACTED PLANTING MIX DESIGNED BY c° D ROUGH GRAL � °�,° °a° i �•o 31 -011DRAWN BY : KSR - - 0-0 GUY WIREKSR PREPARED PLANTING MIX S. 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WEST 1ST STREET(50'R/W) '^ _ MAXIMUM BUILDING HEIGHT = 35' w CONNECT TO EXISTING 1" .. --- -- > - .^� 10'REAR BUILDING 24"WHITE STOP BAR AND SITE AREA = 1.27 ACRES 55,440 SF w WATER SERVICE WITH i" RESTRICTION LINE 36 STOP SIGN (R1-1) BUILDING AREA 023 ACRES 00445E 1801% RPZ BACKFLOW PATH .. ! ' CONCRETE PAVEMENT AREA = 0.08 ACRES 13,421 SF 62%" Iw (WITH FREEZE PROTECTION) w _. _ ' '"""" COQUINA AREA - 0.39 ACRES SSF 30.6/ .....____. __ - 1697 0 -` VERIFY LOCATION OF SEWER MAINS ... N89303 „E 190.50 \>\,, x PRIOR TO START OF CONSTRUCTION REAL ESTATE NUMBER = 170709-00 70710-00 ,170712-0000 a s U 3 Q ....... _ _. __ _.. —__.m,— .^ •� ... a..,. / _. ............. PARKING SPACES PROVIDED = 12 ¢ g NI C ✓� 25' SIGHT ¢ �/ — — — — — — - TRIANGLE (TYP.) H w WI ELECTRIC DROP PATH OF WATER R "" < 12' SWING GATES Q w ¢ O ADJUSTED TO AVOID TREE ROOTS ,i, 5' SIDE (15'COMBINED) E--1 t _ BUILDING RESTRICTION LINE °- I 6"PVC SEWER POND _ 2 LATERAL 0 S=0.67" N 6' CHAIN LINK FENCE (• 7'` ; DOWN SIDE PROPERTY LINES COQUINA— SURFACE OQUINA SURFACE N NWL 5.0 W E 5 ` o "�. TOB 8.0 5 OT CONCRETE aOo \\ FLUSH �gy�j'r 20 0 10 20 WI, 6" SCALE IN FEET p I �`�COVERED CLEANOUT ( o� 1"GATE VALVE PORCH, 5' U ww i w -6"CLEANOUT I ' IRRIGATION WELL o; ` { El z PACKING&� UNDERGROUND z �> GAS TANK w w� 1aIss' 5'x5 CONCRETE PADS T DISTRIBUTION z �.. . ._ ,.- BUILDINGLug + `; m i (30'x42') 40 o ;V t COVERED I TRANSFORMER PAD O .. PORCH COVERED oM. *BREEZEWAY 6' CHAIN LINK FENCE RETRfL/KITCHENFDCSPLAY--' WATER SUPPLY DOWN SIDE PROPERTY LINES BUILDING C ENTRY LOCATION � � (36'x 48') I _ >, co� m 0 O COQUINA Z ' �—SURFACE m GREENHOUSE 6800 SF± 6' SIDEWALK 5SIDE(15'COMBINED)—� , BUILDING RESTRICTION LINE _. ' SECURITY ROLLING GATE TO BE •"; OPEN DURING BUSINESS HOURS I * AND SHALL BE OPENED FROM N Z p I 24 LF-0F DWO E BLE THE INSIDE OF THE FACILITY N YELLOW CENTERLIN _ 6. WHITE EDGE LINA p > w II. TO R W LINE TYP. a Pry -'� �• .... __.... ._._. / 20'FRONTBUILDING - RESTRICTIDN LINE ,`�; N89'4045"W 14273 ;: '°` III :` '•, -.:.. ,. ..: IfJll ! �,/ EXTENT OF SIDEWALK 70 REPLACE BEYOND DRIVEWAY ON 4' BLACK ALUMINUM PICKET FENCE EACH SIDE IS BASED ON DISTANCE REQUIRED TO MATCH GRADE WITH 57 MAXIMUM LONG SLOPE. SAW CUT AT < G NEAREST CONSTRUCTION JOINT PER FOOT INDEX 310. SIv DEWALK RAMP PER FDOT INDEX 304, DETAIL CR-21 WITH TACTILE WARNING AT DRIVEWAY(TYP.) - 24"STOP BAR AND 36"STOP SIGN (Pi-1)AND "RIGHT m ii TURN ONLY" SIGN (R3-5) MOUNTED BELOWZ o .. 12"WHITE CROSSWALK z ui 3 v STRIPES AT 6' MIN. SPACING ERADICATE EXISTING EDGE LINE AT p < a m NEW DRIVEWAY AND REPLACE WITH - o ¢ 6"WHITE SKIP LINE SAW CUT REMOVE EXISTING DRIVEWAY APRON AND CONSTRUCT TURNOUT PER FEET INDEX 515, WITH SHEET 6"CONCRETE SECTION AS SHOWN, 27 MAX. SLOPE TO BACK OF CROSSWALK. INSTALL NEW SIDEWALK ATLANTIC BOULEVARD (STATE ROAD NO. 70) AND RADIUS RETURN PER FOOT STANDARDS RIGHT OF WAY VARIES PER FOOT R/W TRANSFER MAP SEC77ON T2t00 3 GARY'A.ABBEY,P.E. REG.NO.56319 NOTES: ]• 1. THE STOP SIGN SHALL BE OCTAGON WITH WHITE THE LOW MAINTENANCE ZONE SHALL BE BAHIA GRASS SOD PLANTED AND PORTLAND CEMENT OBOP GBB6 6. MESSAGE AND BORDER ON A RED BACKGROUND. CONCRETE,3000 PSI MANAGED IN ORDER TO MINIMIZE THE NEED FOR FERTILIZATION, 6 WITH FIBERMESH ti 2. THE POSTS AND BRACKETS WILL BE PER FDOT WATERING,MOWING,ETC_ of �p /tp , STANDARD INDEX 11860 AND 11861. U TOP OF BANK ELEVATION 8.0 NOTES L n Q 1.NO MOWED OR CUT VEGETATIVE MATERIALS SHALL BE DEPOSITED OR 21,,STSTORM WATER ELEV. XX REMAINING IN THE LOW MAINTENANCE ZONE OR DEPOSITED IN THE WATER. H ^ Q N 3 r. WATER ELEV. XX P�'WHE. MEAN ANNUAL STORM WATER ELEV. XX 2.CARE SHOULD BE TAKEN TO PREVENT THE OVERSPRAY OF AQUATIC QNOTE: WEED PRODUCTS INTO THE LOW MAINTENANCE ZONE. ]= ]h EL 5,0 '• PVMT.6LGPES OWN ONO rev ALL SIDE SLOPES SHALL BE REGRADED AS Z o `J SU STABILIZED = NEEDED AT MESS AND UNTIL A PERMANENT SLOPE CHANGE FROM 4:1 TO 3:1 3.0 3.LOW MAINTENANCE ZONE SHALL BE BE CONSTRUCTED AROUND ALL SUBBASE,LBR 40 AWAY FROM CWRe o O � U � GRASS COVER IS ESTABLISHED ALONG ENTIRE BOTTOM OF POND ELEVATION (-)2.0 EXISTING PONDS AND WETLANDS ON THE PROJECT SITE. "' �I m ED ED POND BANK DOWN TO THE DESIGN NWL (COJ ORDINANCE 2008-028) CONCRETE PAVEMENT SECTION 18" CURB AND GUTTER DETAIL '6' LOW 6' LOW NOT TO SCALE Rl-, NOT TO SCALE U S U SEE SOD TO NWL MAINT..ZONE MAINT. ZONE SOD TO NW LAN PLAN STOP SIGN DETAIL w g z aa � ¢ TOP OF BANK TOP OF BANK NOT TO SCALE N ck� DESIGN STORM LEVEL IF; i! NORMAL WATER LEVEL3 Q - w Q .�"\\ 1!2"MASTIC 1!4"RADIUS HAND TOOLED - � d SLOPE CHANGE \, 12"CAULKING [FPRESSURE TREATED WOOD - \; 31 t3j e / N SIDE VIEW END VIEW BOTTOM OF POND N E N EXISTING SIDEWALK NEW SIDEWALK I G rn POND TYPICAL SECTION t1B-B WITH EXISTIEW NG GSIDE ALK.TO LUSH / + o WITH EXISTING SIDEWALK. H J PLAN NOTE:CONIC.DESIGN CONNECT TO EXISTING SIDEWALK SECTION �{-� 1 2"CHAMFE H No NOT TO SCALE 1 K 1 / B" 2'-0' 8 STRENGTH 4,000 P.S.I. I# z -I I 2-V!" 5 3A' 4' KQ 1 ALL EXPOSED CORNERS M L I 1 O T2 AND EDGES TO BE #I CHAMFERED 3/4" .\\ D F D U O 4,. 3F� 6"REVEAL TOP VIEW { 2"x2'•x 1I4:WGLE IRON \,,�\. \/ `,\ VUNPARKING �C E I l ).DU Q� 3 SEAT ` - 1.� k4@12"D.C.S.w. 'x' /�" g f moi- - CONCRETE: 4,000 P.S.I. 6X610!10 WWM _ t/2"CHAMFER F G STEEL: #4 0r 12"E.W., WITH 1 #5 � N • q n !PEnfo H NOIE PV6 NIX£ 9" .. R B +morn m mea - _� OVER PIPE OPENING. (2"CLEARANCE OVER STEEL, -a z GROUTED OR-M-NEK^ SIDEWALK WITH TURNDOWN SECTION - REINS BARS,1/2' TOLERANCE) > JOINTS WHERE REQUIRED f I Q Fin WIDTH AS NOTED 'ta., �Q I PIPE MUSTNOT BE IN #4 @ 12"O,C.6.'N, y ! CONSTRUCTIONk� TABLE OF DIMENSIONS an JOINT q tt ITS- RCP/CMP A B C D E F C H �... ,Yu:t „,:• ,:•. 4L f 15"-18• 2'-7* 2•-i.• 6' 6" 6.75" 1 6" 1'-]" 2'-10• 2•_q•• &" 6" 6'-10 V-0" MINIMUM BEARING I CAPACITY 2000 PSF FLAT SIDEWALK SECTION 2q` Z`}t" 2'8' 6" 3" 4.S" 1' ii' 2'0" 3-6" 3' 1' 7.5' S' ID'-V' 10-3.5" o SPECIFICATIONS: s SECTION MOTES: 30' 3'6" J' � 6" 6" S.5" 2 5" 2 65' 3-4" 3' S" ]" 5" ti'-5 tt-8.25" I- a N erns c s' t. CONCRETE SHALL BE 3000 PSI,MIN.SLUMP 5". 36" 4'-t" 3-f 0" 6" T 5.5" 2'4 3`0" q-6" q'-0" 6" 6" i a'-0' 14' 4 5' i TYPE 1('tl INLET DETAIL� 2. SAW CUT CONTROL JOINTS AT SPACING EQUAL TO 4 � z 000 vsa.ca+caf,E. 1 l.� L-1.1L WIDTH,OF SIDEVVALK ran eor[au� NOT TO SCALE 3. INSTALL EXPANSION JOINT AT EVERY FOURTH Q CONTROL JOINT(25'MAX). 8 MITERED END SECTION DETAIL p A B SIDEWALK SECTIONS DGI'TOSCALE m n- NOT TO SCALE ($/,.'�,�p� a � C�C 4�-E����1 s Ipi- m HANDICAP PARKING SIGN k :� �"� POST MOUNTED(TYR.) SIDEWALK tNDIH �a ACCESSIBLE Date:c,� /q VARIES. t\ SEE PLAN - ROUTE 4 LB./FT. "U"CHAN. 1D " (GALVANIZED) ( 27 6"WHITE 17' MAX. PRECAST MITERED END' CITY OF IT. m,¢ _ m r ,.y $$ Typ _ to FOR ORtVEWAY CULVERTS .FACKSONVILLE � m @ - f: $ ZO m 8 27 32 ST/iNL.4RQ - 12' S' 12' 1 3-1 2" HEADER CURB W r L-k FINISHED HEADER CURS /`Jul GRADE POST SECTION O_-� WHITE R1 BOLI CHINE SCREW 2'"COQUINA SURFACE NUT&LOCK BLUE LINE--��WHITE LINE 3 EACH 6"WHITE o S«MWNnNC fIEIGHi SHALL CONIC �I WASHER yI 6' DIAGONALS®60" I BE 7'-0'ABOVE FINISHED u` 5 12" GRID I1�6" EQUALLY SPACED GRADE TO BOTTO'A OF SIGN J GENERAL NOTES' 6'. _---SLOPE VARIES-SEE PLAN 6 O N N1� SIGN 1. CURB CUTS SHALL HAVE A MAXIMUM RISE OF 8 INCHES. SIGN DETAIL POST MOUNTING DETAIL 2. THE MAXIMUM SLOPE FOR A CURB RAMP IS 1:12 OR 8M NOTES. `0 3. SEE GRADING PLAN FOR SPOT ELEVATIONS. u u 1. TOP PORTION SHALL HAVE A REFLECTIVE BLUE BACKGROUND - 4. ACCESS RAMP AND HANDICAP SYMBOL SHALL BE PAINTED WHITE. WITH WHITE REFLECTIVE SYMBOL AND BORDER. 6'CRUSHED CONCRETE BASE - m a HANDICAP SYMBOL SHALL BE 5 FEET HIGH. > q z 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND 12"STA6ILIZEDSUBGRAOE,LBR30 z > 5. TOP PORTION OF HANDICAP SIGN SHALL HAVE A REFLECTIVE `NTH BLACK OPAQUE LEGEND AND BORDER. c Y C BLUE BACK GROUND WITH WHITE REFLECTIVE SYMBOL AND MAX.DENSITY T-180) a CENTERLINE OF. BORDER. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITEk x _ BACK GROUND NTH BLACK OPAQUE LEGEND AND BORDER. 3. PENALTY SIGN SHALL HAVE A REFLECTIVE BLUE BACKGROUND o v < PARKING SPACE NTH REFLECTIVE WHITE LEGEND AND BORDER, HANDICAP PARKING SPACE DETAIL SHEET HANDICAP PARKING SYMBOL HANDIC_ AP SIGN AND POST DETAILS COQUINA SECTION NOT TO SCALE ' NOT TO SCALE - 6 NOT TO SCALE NOT TO SCALE C 1RY V ABBEY,P.E. REG.\0.56819 FOUNDATION KEYNOTES: y, NOTES _ COL. DESIGN CRITERIA AND LOADS CONCRETE AND FOUNDATION 5'-0" x 5'-0" x 1 ' 6" DEEP FOOTING & FTG 1 . CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 3,000 PSI AT 28 AA W/(6) #5 EACH WAY, BOTTOM STEEL COLUMN 0ding Code DAYS UNO). / ° 2014 5th Edition Florida Building Code ( BY 0 HERS AND EPDXY 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 3,000 PSI AT 28 DAYS 3'-0" x 3'-0" x V-6 DEEP FOOTING ANCHOR BOLTS PER RBI I CHAMFER EDGE OF0 Ro A C L E Cade for Design Loads (UN0). AB /( ) # — ASTM A61 5 GRADE 60 UNO . W 4 5 EACH WAY, BOTTOM PLAN. I I CONC., 2: 12 SLOPE ASCE / SEI 7 10 3. ALL REINFORCING STEEL SHALL BE ( ) 4. ANCHOR BOLTS SHALL A307 OR A36 THREADED RODS I I ORACLE Engineering , Construction Type 5. WELDED WIRE FABRIC SHALL BE ASTM A185 5'-0" x 5'-0" x 2'-0" DEEP FOOTING I I o' Construction Services, NEW 6. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO W/(4) #5 EACH WAY, BOTTOM- HAVE I Inc. HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH VARIES SEE PLAN I I I N 1650-302 Margaret FRC 2004 TABLE R401 .4.1 , AND SHALL BE FREE OF ORGANIC MATERIAL CALCULATIONS: SLAB ON GRADE. I I Street #197 FBC 1603.1 .4 C = 1 .60 AND COHESIVE SOILS. COMPACT THE FILL INI 12" LIFTS TO AT LEAST SEE PLAN Jacksonville, FL 32204 WIND LOADING PER ( d ) (904) 600-5750 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S THIS FOUNDATION DESIGN WAS BASED ' HESE ASSUMPTIONS. / p FL Cert. of Auth. No.: ASCE 7-10, 3 SEC. GUST OR CONTRACTORS RESPONSIBILITY TO CONFIRM T UPON "STRUCTURAL CALCULATIONS FOR 00 .... . .... ... , i �.... ...... �.. .......�....... <: '�� � ' 30597 ULTIMATE DESIGN WIND SPEED, Vult 120 mph 7. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A ATLANTIC BEACH URBAN FARMS, LLC" ;. NOMINAL DESIGN WIND SPEED,Vasd 93 mph MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" SIGNED BY MICHAEL SPURRIER, P.E., OF EXPOSURE CATEGORY D AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED ROUGH BROTHERS, INC. (RBI), AND RISK CATEGORY CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN (2) #5 TOP & BOT . w/#3 TIES COJTINUOUS DATED OCTOBER 31 , 2014. � ENCLOSURE CLASSIFICATION ENCLOSED TERMITES. AL PRESSURE COEFF 0.18 CRACKING, CUT 1 " SAWCUTS IN THE SLAB AS SHOWN GRADE BEAM REi�FORCING. INTERN 8. TO CONTROL CR C • • MEAN ROOF HEIGHT 20 FT. ' RATIO r 0.5 ARCHED ROOF WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR SPACE #3 TIES C 24" O.C. RISE—TO—SPAN ( ) ALTERNATIVE METHODS. U 9. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE 3" CLR—7- CLR FEMA FLOOD INFORMATION PER FIBC 1603.1 .7 FOUNDATION PLAN. 1'-4" FIRM MAP ITEM ID 12031 C01408H COL. EFFECTIVE DATE JUNE 3, 2013 & FTG FLOOD ZONE X N UNSHADED NON—SHRINK GROUT BELOW DETAIL 51, U� (OTHER AREAS) I I STEEL BASE PLATE WITH LEVELING NUTS AND SCALE: NTS S � 1 L� STEEL COLUMN I I I CHAMFERED EDGES D 1 /8 WIDE x 1 " DEEP SAWCUT IN 16'-0" x 16'-0"± BY OTHERS I I 12" SEALANT I I TRENCH DRAIN AT GRID PATTERN w/ELASTOMERIC S S- _ SLAB ON GRADE I i COLUMN LINE 4 ONLY. STEEL COLUMN I I SEE FOUNDATION NOT SHOWN. CHAMFER EDGE OF W SEE PLAN I I i SLOPE KEYNOTE "C"• Z rY w � TRENCH DRAIN BY CONC., 2: 12 SLOPE OTHERS N 36" � I � z > _j DETAIL 1 » Q m = SCALE: NTS _ T RADE. - z _.._.... ._�......_ SLAB ON G J v Q �- ....._...... i I ---� � W S _ 1 .... : I -- - > ;.......-_..., ;...__...,. FOOTING SIZE & SEE PLAN z m D 3,,. CLR, REINFORCING, SEE U Q 0 TYP COL. SCHEDULE `` < — • & FTG —� INCREASE FOOTING THICKNESS 00 Ll_J Q J • AS REQUIRED BENEATH BOLTS _ TO MAINTAIN MINIMUM 3" .._......... I MIN CLEAR CONCRETE COVER. MIN. 6" OF CONCRETE 6" I �,., • U 0 BELOW AND TO EACH �) SIDE OF TRENCH DRAIN. � TYPICAL INTERIOR EOOTING 3" CLR z 1'-4" Q STEEL COLUMN COL. DETAIL 3 (2) #5 TOP & BOT. w/#3 TIES CONTINUOUS BY OTHERS AND EPDXY & FTG ANCHOR BOLTS PER RBI SCALE: NTS — GRADE BEAM REINFORCING. Q PLAN. S 1 SPACE #3 TIES C� 24 0.C. CHAMFER EDGE OF 1 /2" EXP. JOINT j j CON C., 2: 12 SLOPE DETAIL 6 FILLER, SEE PLAN I I GRADE BEAM SCALE: NTS (1 ) #5 CONT. SLAB ON GRADE. - N SEE PLAN j j LONGITUDINAL 36" LAP SHEET NO.: BARS S — 1 r ................. Structural 1 i, CO • I ... ; _ .. �.. I i STEEL COLUMN OB NO.. • NOT SHOWN. 1552 ....-.. /; I - - - - - - - -'< - - - - SUBDIVISION: I - - - - - - - - - - - -1 - - t .. CHAMFER EDGE OF ------- I I Q GRADE BEAM REINFORCMENT NOT SHOWN. ; ; • J CONC., 2: 12 SLOPE 0 I I LOT NO.: (2) #5 TOP & BOT. w/#3 TIES CONTINUOUS CORNER SPLICE BARS SAME I i l VARIES. SEE PLAN N GRADE BEAM REINFORCING. 3 C,R 3 CLR I I SPACE #3 TIES C� 24 O.C. 1'_4„ SIZE & QUANTITY AS I I SLAB ON GRADE. FLOOR PLAN: LONGITUDINAL REINF. II II SEE PLAN BARS I � DESIGNED: A; Z. i AFL ..... ,/ • -v /.:, REFER TO SECTIONS & DETAILS I 1 REVIEWED: FOR REBAR SIZE & QUANTITY °° AFL REVISIONS DATE DETAIL24 '. • • SCALE: NTS All S - 1 PLAN : REINFORCING IN CONCRETE 3" CLR SEE FOUNDATION PLAN 3" CLR � BEAM CORNERS FOR FOOTING SIZE AND " 1 —4 REINFORCEMENT. • / Vie;^ DETAIL � ���� �� 1.` DETAIL 4 s„�„sa SCALE: NTS S - 1 SCALE: NTS S � 1 _ ANDRES F. LOPERA PE # 70791 09/25/2015 1 2 3 4 5 6 7 8 85'-4" ORACLE 0'-8" 0'-8" 12'-0" 1 12'-0" 1 12'-0" I 12'-0" I 12'-0" I 12'-0" 1 12'-0" ORACLE Engineering & Construction Services, Inc. 1650-302 Margaret Street #197 Jacksonville, FL 32204 EL. 9.75 EL. 9.75 FT. (904) 600-5750 FT. 5 7 S-1 S-1 FL Cert. of Auth. No.: 30597 ..: ,..,,.: ;r,.: i I 7---- '0 I J L J L L %J L _ J L _ J L J II STEEL COLUMN, BASE PLATE AND ANCHOT / I I 2 BOLTS BY OTHERS. I IV U TYP / _I ISI j I / I � EL. 9.75 FT. -----J I I ISI U� ISI ISI W u� 1/8 12 SLP EL. 9.75 FT. TRENCH DRAIN BY ISIOTHERS. z Lij START SLOPE lr6\ I ,� W S-1 SIM. II Q N EARTH FILL o SLOPES TO TRENCH ISI ( % I DRAIN SEE ARCH z m = I % I / /6\ —jEL. 8.95 FT. � U � Q1--- � Lwz STEEL COLUMN, BASE ( / I Z Q m PLATE AND ANCHOT I I U O - - BOLTS BY OTHERS. I % I % 0 U TYP % I / I Q Z -� LLJ Q Q Q l l m � — - — — z Qo 3 F F II 4" THICK CONCRETE S 1 N SLAB FOR BREEZEWAY ,...,; ;...;; ✓ — B :...;. (° L _ J L _ L. _ � L _ J L J Q 5-0" - - SIDEWALK: 4" CONC. SLAB ON C A GRADE W/6x6-W1.4xW1.4 WWF I I / OVER 6 MIL VAPOR BARRIER, ALL TYP, 5 OVER TERMITE TREATED, COMPACTED CLEAN FILL. SEE % 1/S-1 FOR CRACK CONTROL JOINT DETAIL. I % I II I % I SHEET NO.: II 1/8 : 12 / S - 2 SLP A ( [A Structural ISI • Plans JOB NO.: A. 15_52 SUBDIVISION: EL. 9.75 FT. II LOT NO.: ----------� ISI I / I FLOOR PLAN: DESIGNED: 2 AFL i I s-1 I ✓ I TYP, 18 '°` REVIEWED: AFL I REVISIONS DATE L------- C 7 5 �f 'ggiessaauRaaftrtif/ S-1 EL. 9.75 FT. S-1 `, `°�,� ry°� $'• i _ 7 9�1 STATE OF 7 SCANNED u i < 99 V - 0 )9FOU DATION PLAN 1 4 = PE # 70791 09/25/2015