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1175 ATLANTIC BLVD - SITE PLANS13 SITE DEVELOPMENT FOR PLANS ATLANTIC BEACH URBAN FARMS WEST ist STREET, ATLANTIC BEACH, FL 32233 RE# s. 170709-0000 RE# s. 170710-0000 R # so 170712-0000 ATLANTIC PREPARED FOR: C 111 W URBAN FARMS,, WEST 1st STREET BEACH, FL ATLANTIC 32233 LLC. VICINITY MAP SHEET INDEX SHEET NO. DESCRIPTION 1 COVER SHEET 2 EXISTING CONDITIONS PLAN 3 GEOMETRY AND UTILITY PLAN 4 GRADING AND DRAINAGE PLAN 5 WATER AND SEWER DETAILS 6 GRADING AND DRAINAGE DETAILS 7 TRAFFIC CONTROL PLAN 8 GENERAL NOTES 9 STORMWATER POLLUTION PREVENTION PLAN Q au Z - 20 0� U W m = -.. P.E. �IEIC&1 �1i .56819 con N U U z 0 .. A M J a N N po V W N M D Q au Z - 20 0� U W m = Z m w* T l v � U Z W �T� z I<hL W w Q O � X W Q V M—� � O W IM W � W c0 � V 3 Q w N d' O W Q D Re V) z O U) wcy- 0 z SHEET 1 N U `-' °z z 0 .. A A uo U A x a N_ to N � N M D Q au - 20 0� U L'- w w U Q Wmto w* z W ( N z I<hL > v) � X W Q WW Y OM IM W U c0 � O N N d' O O) W Z O SHEET 1 U `-' °z � o clq A .. A A uo U A x O z w cry SHEET 1 (7.5) N BLOCK 10 (7.5) � 0 N O Z (7.7) (6.6) (8.3) (7.4) _W8" ,-- SAN. MH Z' 4' f2 INV 7 4.18Y+/- N&W N89'30 37" 0 50' SAN. MH (7.45�OP- � 0)E, ( 41) AA I Tc PATH O� PRE -A 0'' WP 0.62 AC GUY (7.3) 7. f) (76) 12.J'I 24.2 1 FRAMEY I (79) I (8.1) (• ) ' RESIDENCE 9 0 (7.2) u77LITY POLE & ANCHOR (6.7) (5.49) ASPHALT 7.6' 17.9' 0 2' CURB & GUTTER (5 83) (5.83) (8.4) (8 9) (8.0) JaF 15" HOPE !NV=(6.45)E (811) (B 31) (6.27)W (7.95) 7) OCK 13 29.6' CONC. FOUNDA 7701V O I PRE -B 1 0.64 AC (6.28) 29.6' 24" x x I II I X I I N 1 I x I I I I x I I I I I Mx I I I I I I 2. f' x I I I I I I I I I I I BL OCK 14 IC10 I N I � I bx I (Z�4 I 0) N I ICN I 10(9.5) X ( - Z (8 �(9) I (7.94) ) N I o I (8.06) a I 8.52 lt�t I O ASPHALT N C I lei � I 1 (8.24) 0o I ( Ji 4 i:� I I I I I (8.46 1(8.42) QLP (75) (75) I7 tfLET �• (6.33) SAWCUT AND REMOVE DRIVEWAY, CURB, AND SIDEWALK IN FDOT RIGHT-OF-WAY AS NEEDED (6.63) EXIS77NG FIRE HYDRANT 4 Q) NOTE** SOME CONCRETE DEMOLITION HAS ALREADY OCCURRED. MAP SHOWING SURVEY OF BL D CK 11, 12 AND 1J., SEC TION ""H') A TL A N Tl C BEACH, A CCORDI NG TO THE PL A T THEREOF, AS RECORDED IN PLA T BOOK 18, PA GE 34 OF THE CURREN T PUBLIC RECORDS OF DU VA L COON TY FLORIDA . LESS AND EXCEPT THOSE P OR TI ONS OF SAID BLOCK 11 2 AND 13 LYING Wl THIN THE EXISTING RIGHT OF WA Y OF ATLANTIC BOULEVARD (STATE ROAD NO. 10) BEING A VA RIA BLE WIDTH RIGHT OF WAY As SHOWN ON FLORIDA DEPARTMENT OF TRA NSPOR TA TION RIGHT OF WAY TRANSFER MAP SECTION 72100. SUR VE YOR 'S NO TES 1. Bearings are based on the S R/W LINE OF WEST 1ST STREET (N89'30'37"E). 2. This is a BOUNDARY AND TOPOGRAPHIC SURVEY. J. Elevations shown thus (15.0) refer to North American Vertical Datum of 1988, (NA VD 88). 4. By Graphic plotting only, the property shown hereon lies within Zone: "X" as shown on the Federal Emergency Management Agency (F.E.M.A.), National Flood Insurance Program, Flood Insurance Rate Mop (F.LR.M.) Community -Panel Number 12031C 0408 H Map Revised date : 6-3-13 5. Unless otherwise noted, any portion of the parcel that may be deemed as Wetlands by State or Governmental Agencies, has not been determined and any liability resulting therefrom is not the responsibility of the undersigned. 6. There may be Restrictions or Easements of Record evidenced by title examination that have not been shown hereon. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY, AND IS NOT VALID. ABBREVIA TIONS THA T MA Y BE USED IN THIS SURVEY ABBREVIA TION DEFINI TION ABBREVIATION 00 N N v Licensed Business P.R.M. Permanent Reference Monument 9.5# 3.2' P. 0. B. v l LO Jacksonville Electric Authority �O �O EQUIP 11.6' P. T. Poin t of Tangency (7.7) A/r Cond/t/oner ROOF Poin t of Reverse Curvature CC A. T. V. OVER P./. R/W Point of Intersection Right Way DIRT Overhead Lines (7.2) u77LITY POLE & ANCHOR (6.7) (5.49) ASPHALT 7.6' 17.9' 0 2' CURB & GUTTER (5 83) (5.83) (8.4) (8 9) (8.0) JaF 15" HOPE !NV=(6.45)E (811) (B 31) (6.27)W (7.95) 7) OCK 13 29.6' CONC. FOUNDA 7701V O I PRE -B 1 0.64 AC (6.28) 29.6' 24" x x I II I X I I N 1 I x I I I I x I I I I I Mx I I I I I I 2. f' x I I I I I I I I I I I BL OCK 14 IC10 I N I � I bx I (Z�4 I 0) N I ICN I 10(9.5) X ( - Z (8 �(9) I (7.94) ) N I o I (8.06) a I 8.52 lt�t I O ASPHALT N C I lei � I 1 (8.24) 0o I ( Ji 4 i:� I I I I I (8.46 1(8.42) QLP (75) (75) I7 tfLET �• (6.33) SAWCUT AND REMOVE DRIVEWAY, CURB, AND SIDEWALK IN FDOT RIGHT-OF-WAY AS NEEDED (6.63) EXIS77NG FIRE HYDRANT 4 Q) NOTE** SOME CONCRETE DEMOLITION HAS ALREADY OCCURRED. MAP SHOWING SURVEY OF BL D CK 11, 12 AND 1J., SEC TION ""H') A TL A N Tl C BEACH, A CCORDI NG TO THE PL A T THEREOF, AS RECORDED IN PLA T BOOK 18, PA GE 34 OF THE CURREN T PUBLIC RECORDS OF DU VA L COON TY FLORIDA . LESS AND EXCEPT THOSE P OR TI ONS OF SAID BLOCK 11 2 AND 13 LYING Wl THIN THE EXISTING RIGHT OF WA Y OF ATLANTIC BOULEVARD (STATE ROAD NO. 10) BEING A VA RIA BLE WIDTH RIGHT OF WAY As SHOWN ON FLORIDA DEPARTMENT OF TRA NSPOR TA TION RIGHT OF WAY TRANSFER MAP SECTION 72100. SUR VE YOR 'S NO TES 1. Bearings are based on the S R/W LINE OF WEST 1ST STREET (N89'30'37"E). 2. This is a BOUNDARY AND TOPOGRAPHIC SURVEY. J. Elevations shown thus (15.0) refer to North American Vertical Datum of 1988, (NA VD 88). 4. By Graphic plotting only, the property shown hereon lies within Zone: "X" as shown on the Federal Emergency Management Agency (F.E.M.A.), National Flood Insurance Program, Flood Insurance Rate Mop (F.LR.M.) Community -Panel Number 12031C 0408 H Map Revised date : 6-3-13 5. Unless otherwise noted, any portion of the parcel that may be deemed as Wetlands by State or Governmental Agencies, has not been determined and any liability resulting therefrom is not the responsibility of the undersigned. 6. There may be Restrictions or Easements of Record evidenced by title examination that have not been shown hereon. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY, AND IS NOT VALID. ABBREVIA TIONS THA T MA Y BE USED IN THIS SURVEY ABBREVIA TION DEFINI TION ABBREVIATION DEFINITION P. C. P. Permanent Control Point L.B. Licensed Business P.R.M. Permanent Reference Monument R. L. S Regis tered Land Surveyor P. 0. B. Point of Beginning J.E.A. Jacksonville Electric Authority P. C. Poin t of Curvature EQUIP Equipmen t. P. T. Poin t of Tangency A/C A/r Cond/t/oner P. R. C. Poin t of Reverse Curvature CC A. T. V. Cable Television P./. R/W Point of Intersection Right Way OHL Overhead Lines .mac of (F. M.) Field Measured 0. R. V. Official Records Volume R= Radius equals D.B. P9• Deed Book L= Arc Lenth equals B.R.L. page Building Restriction Line Ch. = = Chord Bearing & Distance equals Delta or Cenral Angle equals Esm t Easemen t /.P. Iron Pipe J Conic. Concrete LEGEND O DENOTES CONCRETE MONUMENT X- X DEN0 TES FENCE (� DENOTES 1/2" IRON PIPE SET WITH CAP, R. MILLER & ASSOC. (NN TOED S IRON PIPE FOUND SCALE IN FEET 0 l= N_ c(00 � N0 N Ma aLL- 20 QD4U J -0 W w co M co C17 Z M W a N z Q . . x wa Y oM �M W U '0 O N N 0 290 Z 0 (n w O Z z 0 J M J N M � � W ¢¢U l� � O CD 2 M+� Z IiM .mac Q z o w Q H CIO J :;,:Uj W oiLJJ 0 l= N_ c(00 � N0 N Ma aLL- 20 QD4U J -0 W w co M co C17 Z M W a N z Q . . x wa Y oM �M W U '0 O N N 0 290 Z 0 (n w O Z z 0 EXISTING FIRE HYDRANT _ W PATH FROM FIRE HOSEURTHEST POINT ON HYDRANT �TO = 497 FEET Q ADJUST MANHOLE TO NEW WPAVEMENT GRADE (EL. 7.50±) UI'lir MAKE LATERAL CONNECTION TO EXISTING 4'LACK ALUMINUM PICKET FENCE SEWER MAIN AT INV. EL. 5.05± _R }H - ------------ 7-7 ------------- „ WEST 1ST STREET (50' R/W) CONNECT TO EXISTING 1 WITH 1 " ri cr+'rDlr% nC?nD, WATER SERVICE RPZ BACKFLOW PREVENTER (WITH FREEZE PROTECTION) (LB 361. 6' WOOD FENCE ALONG SIDE PROPERTY LINE F8--� HANDICAP PARKING SPACE, 6" THICK CONCRETE (TYP.) 5' SIDE (15' COMBINED) BUILDING RESTRICTION LINE M W EXIS77NG FIRE HYDRANT U) 10X 10' FLARE ®DRIVEWAY woo owo wow woo woo V ( 45)E 24" WHITE STOP BAR moo IN 27)0' 36" STO I ( —1 . ,,1 � 4 .r • .a FM249P 1-- VERIFY LOCATION OF SEWER MAINS REQUIRED BUILDING SETBACKS: PRIOR TO START OF CONSTRUCTION HOURS AND SHALL BE OPENED ----------------- 25' SIGHT I TRIANGLE (TYP.) v cr- 6" SEWER CLEANOUT 0 3 FROM THE INSIDE OF THE FACILITY 55,440 SF 100% BUILDING AREA co 9,092 SF O CONCRETE PAVEMENT AREA BUILDING RESTRICTION LINE I N BLOCK 10 LATERAL ® S=0.6% I w s G"we w0 5 24. LF aF °DOUBLE W N 4. SERVICE VEHICLE (1) O LT- O YELLOW ,CENTERLINE Z F8--� HANDICAP PARKING SPACE, 6" THICK CONCRETE (TYP.) 5' SIDE (15' COMBINED) BUILDING RESTRICTION LINE M W EXIS77NG FIRE HYDRANT U) 10X 10' FLARE ®DRIVEWAY woo owo wow woo woo V ( 45)E 24" WHITE STOP BAR moo IN 27)0' 36" STO I ( —1 . ,,1 � 4 .r • .a 2' CURB & GUT EXTENT OF SIDEWALK TO REPLACE BEYOND DRIVEWAY ON EACH SIDE IS BASED ON DISTANCE REQUIRED TO MATCH GRADE WITH 5% MAXIMUM LONG SLOPE. SAW CUT AT NEAREST CONSTRUCTION JOINT PER FDOT INDEX 310. SIDEWALK RAMP PER FDOT INDEX 304, DETAIL CR -F, WITH TACTILE WARNING AT DRIVEWAY 6" WHITE EDGE LINE STRIPE TO R/W LINE (TYP.) 24" STOP BAR AND 36" STOP SIGN (R1-1) AND "RIGHT TURN ONLY" SIGN (R3-5) MOUNTED BELOW ERADICATE EXISTING EDGE LINE AT NEW DRIVEWA AND REPLACE WITH 6" WHITE SKIP LIN A TLAN TIC BOULEVARD (STA TE R AD NO. 10) RIGHT OF WAY VARIES PER FDOT R/W TRANSFER AP SECTION 72100 ( FM249P 1-- VERIFY LOCATION OF SEWER MAINS REQUIRED BUILDING SETBACKS: PRIOR TO START OF CONSTRUCTION HOURS AND SHALL BE OPENED ----------------- 25' SIGHT I TRIANGLE (TYP.) v cr- 6" SEWER CLEANOUT 0 3 FROM THE INSIDE OF THE FACILITY 55,440 SF 100% BUILDING AREA = 0.21 ACRES 9,092 SF 5' SIDE (15' COMBINED) CONCRETE PAVEMENT AREA BUILDING RESTRICTION LINE I 6" PVC SEWER CRUSHED STONE AREA LATERAL ® S=0.6% I 26.0% s G"we 2 5 24. LF aF °DOUBLE W � w 4. SERVICE VEHICLE (1) LT- 1 YELLOW ,CENTERLINE � 65 8 STUBOUT �.._.. 6„ .. —RD u w --.. �� p A. ��u UnLITY _ AND PLUG SWING GATE AT SIDEWALK POSE ANCHOR _ vi����z 4 8 8 o P7 G p7 a Z W W = % p 20' FRONT BU DINGS N89'40'45"W 142.73' �'� W3� � � • S89'30 6 7 RESTRICLPTION LINE � ' z = 33 miluj Como. S/ a.1 '. , ' 53 .: �. i n ,, CL � p to €►n J 2' CURB & GUT EXTENT OF SIDEWALK TO REPLACE BEYOND DRIVEWAY ON EACH SIDE IS BASED ON DISTANCE REQUIRED TO MATCH GRADE WITH 5% MAXIMUM LONG SLOPE. SAW CUT AT NEAREST CONSTRUCTION JOINT PER FDOT INDEX 310. SIDEWALK RAMP PER FDOT INDEX 304, DETAIL CR -F, WITH TACTILE WARNING AT DRIVEWAY 6" WHITE EDGE LINE STRIPE TO R/W LINE (TYP.) 24" STOP BAR AND 36" STOP SIGN (R1-1) AND "RIGHT TURN ONLY" SIGN (R3-5) MOUNTED BELOW ERADICATE EXISTING EDGE LINE AT NEW DRIVEWA AND REPLACE WITH 6" WHITE SKIP LIN A TLAN TIC BOULEVARD (STA TE R AD NO. 10) RIGHT OF WAY VARIES PER FDOT R/W TRANSFER AP SECTION 72100 ( FM249P 2 VERIFY LOCATION OF SEWER MAINS REQUIRED BUILDING SETBACKS: PRIOR TO START OF CONSTRUCTION 10 ----------------- 25' SIGHT I TRIANGLE (TYP.) v cr- 6" SEWER CLEANOUT 0 3 RIGHT OF WAY 55,440 SF 100% BUILDING AREA = 0.21 ACRES 9,092 SF 5' SIDE (15' COMBINED) CONCRETE PAVEMENT AREA BUILDING RESTRICTION LINE 3,352 SF 6" PVC SEWER CRUSHED STONE AREA LATERAL ® S=0.6% I 26.0% s G"we 2 5 0 z Y W � w IRRIGATION WELL I 5' I UNDERGROUND LP TANK -ELECTRIC PLANEL BLOCK 14 6' WOOD FENCE ALONG SIDE PROPERTY LINE w C* N � w V) N $ O �-x O � I I .:b I ASPHALT 4' BLACK ALUMINUM PICKET FENCE "FLUSH SIDEWALK WITH TACTILE WARNING AT DRIVEWAY (TYP.) 12" WHITE CROSSWALK STRIPES AT 6' MIN. SPACING SAW CUT REMOVE EXISTING DRIVEWAY APRON AND CONSTRUCT TURNOUT PER FDOT INDEX 515, WITH 6" CONCRETE SECTION AS SHOWN, 2% MAX. SLOPE TO BACK OF CROSSWALK. INSTALL NEW SIDEWALK AND RADIUS RETURN PER FDOT STANDARDS. NOTE: LANE CLOSURES MUST MAINTAIN 14 FEET WIDE TRAVEL LANE, AND NO LANE CLOSURES BETWEEN 7:00 a.m and 9:00 a.m. and between 3:00 p.m. AND 6:00 p.m. HOSE PATH FROM FIRE HYDRANT TO FURTHEST POINT ON BUILDING = 498 FEET SITE DATA SUMMARY: 20 0 10 20 "sip%iie" SCALE IN FEET ZONING: CG 0 2 2 REQUIRED BUILDING SETBACKS: FRONT -20', SIDE - 5' (15' COMBINED), REAR -10, MAXIMUM BUILDING HEIGHT = 35' v cr- M...� SITE AREA = 1.27 ACRES 55,440 SF 100% BUILDING AREA = 0.21 ACRES 9,092 SF 16.4% CONCRETE PAVEMENT AREA = 0.08ACRES 3,352 SF 6.1% CRUSHED STONE AREA = 0.33 ACRES 14,408 SF 26.0% REAL ESTATE NUMBERS = 170709-0000, 170710-0000, 170712-0000 PARKING SPACES PROVIDED = 8 PARKING CALCULATION REQUIRED PROVIDED 1. GREENHOUSE /WAREHOUSE 0 2 2 1 SPACE / EA 2 EMPLOYEES AT PEAK SHIFT N (4 EMPLOYEES) v cr- M...� Z Pq w � Q w Z 2. OFFICE / RETAIL a 2.5 3 1 SPACE / 400 SF (1,000 SF) MLis = � v Z � 3. HANDICAP SPACE (1) 1 2 z 0 z Y W � w 4. SERVICE VEHICLE (1) 1 1 TOTAL O � 65 8 ADA RAMP D ETALS SCALE. 1"=10' ' WIDE ETECTABLE ►ARNING :I \0\ 1111111/// Ag a /// SN No. • of .LLI - r 56819 G� 0 U N v cr- M...� Z Pq w � Q w Z ~ a = U m ►-� H MLis = � v Z � m V Q z 0 z Y W � w � 0--4 cy- o E- W Z W U �Q u w ^ o ��u U w W Q N 0) 0 Q N (00 N N P7 O Qa 0o QD0 F: V �W •U .. _ Q W w .�• M co z j� W a N � Z U �rn O X W Q W y- 0 OM xM w I- = U � co *� O N N � O O w 0 CL M- 12 -21. � �����°� RIMMIMMMI 0 � n Z Pq w A Z A U U a o O 0 z Y U C W Z W U � p �pQ U W Q Z ��a.v vi����z o O i G m a Z W W = % p V LL. W W3� a�Ov� Lc LLj z = 33 miluj En s 53 U CL � p to J Q � n Q EW E En E En VW a E `p LJ 0 tl E EW E z�cr- WQx= RIMMIMMMI SHEET 3 � n Z Pq w A Z A U U a a CA SHEET 3 3' CENTERED FILTER WRAP AT RCP JOINT NOT TO SCALE 18" CONTINUE CROSS—SLOPE REGRADE 100 LF ± OF V—BOTTOM SWALE WITH 2:1 SS TO MATCH EXISTING. SOD ALL DISTURBED AREAS 15" RCP WITH LIMEROCK BACKFILL 6" CONC. DRIVEWAY SECTION C -C NOT TO SCALE SECTION D -D NOT TO SCALE 'OUT (SEE CTURAL PLANS CATIONS) 8" PVC TO STORM DRAIN — �M ExisnNG F/RE HYDRANT ST 1ST STREET (50' V14) (6.24) (6.32) 4.1 4.6 C WP USE EXISTING CONCRETE MITERED END SECTIONS IF SUITABLE 45LFN15"RCP WITH LIMEROCK BACKFILL TO II)I—STC8 TO BOTTOM OF DRIVEWAY SLAB. WRAP JOINTS PER DETAIL. .��,F 15� OP �IN e4,5)E 3e 40f (a49) 2' CURB GU TTER N J qd- w , A s.so INSTAL FDOT DROP CURB APPROVED INLET FLOW LINE PR TECTION ELEV. = 6.00 CURB TRANSITION TO FLUSH FLOW LINE Q� 0 ELEV. = 5.70± I s.10 Q: ATLANTIC BOULEVARD (STATE ROAD N0. 10) RIGHT O�- WAY VARIES PER FDOT R/W TRANSFER MAP SECAAN 72100 CURB TRANSITION TO FLUSH FLOW LINE ELEV. = 6.18± f 4aa X�..,.-..,,m.,. ST-4 TYPE "C" INLET TOP EL. 8.00 INV. EL. 3.80 (S) INV. EL. 3.60 (N) 6"C.O. 1i''INV 4.60± � BLOCK 14 1 IJ 6"C.o. � INV 4JOt 1 1 REFER TO PLUMBING PLANS FOR ROOF DRAINS AND TRENCH DRAIN PIPING UNDER SLAB I � � �. x,52 ASPHALT 4 6"C.O. NV 5.00± ( 42) (6-613) FDOT APPROVED INLET PROTECTION SIDEWALK FOLLOWS BACK OF CURB ELEVATION 12:1 SS RAMP SECTION (6 FT TYP.) (MAX.) 5 FT "BOTTOM" LANDING AREA FDOT GENERAL NOTES: ■ All work performed within the Florida Department of Transportation Right -of -Way shall conform to the most current edition of the following publications: — Standard Specifications for Road and Bridge Construction (Current English edition). — FDOT Standards Index (Current English Edition) — FDOT Plans Prep Manual (Current Edition) — FDOT Flexible Pavement Design Manual for New Construction and Pavement Rehabilitation • Should a conflict arise between the details shown in the plans and the Department of Transportation Standards the Engineer/ PERMITEE shall immediately confer with the Department's Engineer in order to resolve the discrepancy. In no case will anything less that the Department's minimum standard be allowed. ■ A Department drainage connection permit does not exempt the PERMITEE from meeting all other applicable regulations and ordinances for stormwater management. • All traffic striping and markings are to be lead-free, non -solvent based thermoplastic. • Removal of existing striping shall be accomplished using the "hydro -blast" method. If this process damages/scars pavement, then the pavement shall be milled and resurfaced per FDOT Standards. • Burning of any material or debris is prohibited in FDOT right of way. • All lanes must be opened for traffic during an evacuation notice of a hurricane or other catastrophic event and shall remain open for the duration or the evacuation or event. • All work done in conjunction with the drainage connection permit shall meet and adhere to all general and specific conditions and requirements contained on the permit. • Within 15 days after completion of the work authorized by an approved drainage connection permit, the applicant shall notify the Department in writing of the completion; and for all design work that originally required certification by an Engineer, this notification shall contain the certification. The certification shall state that work has been completed in substantial compliance with the Drainage Connection Permit. • The PERMITEE will be required to reimburse the Department for any expenses (fees, fines, penalties, abatement costs, clean up, etc.) incurred in the event the permitted's discharge fails to meet the applicable water quality standards or minimum design and performance standards contrary to the permitted's assurances provided in subsection 14-86.003(3), F.A.C. • All disturbed area with the Department of Transportation right of way will restored to original or better condition by grading and sodding the area disturbed (Bermuda in rural, centipede in utility strips). • All curb and gutter and sidewalk will be removed and replaced joint to joint. UKUI' cu FLOWLI N ELEV. = 6. EXISTING ROADWAY ADvv.0 1 vv.w "v MATCH DRIVEWAY SLOPE * NOTE: FLOWLINE ELEVATIONS BETWEEN INLETS TO BE SLOPED CONTINUOUSLY FROM UPSTREAM TO DOWNSTREAM TO MATCH EXISTING GRADES SECTION A -A NOT TO SCALE OUTFALL CONTROL STRUCTURE MODIFIED TYPE "C" INLET 18" __._II. TOP TOP EL 8.00 TOP EL 8.00 7T- ° FIBERGLASS SKIMMER -Ns,. II ° ° 4 LJ 6" WEIR EL 6.30 12" COVER ° ° BOTTOM OF SKIMMER 5.80 12" HDPE 1-4 NWL 5.00 NWL 5.00 INV.=5.00 FRONT VIEW NOT TO SCALE 6" PVC TEE AN 2.8" DIA. -i-1 106— BLEED DOWN ORIFICE SUMP BOT. - 4.00 WITH THREADED CAPS GROUT SUMP FULL 4 SIDE VIEW 18"x48"x4" CONCRETE NOT TO SCALE PAD UNDER ORIFICE POND OUTFALL CONTROL STRUCTURE yo° x.00 12" HDPE MITERED END -/4" CONCRETE SECTION DITCH PAVING S 1 D E VIEW SECTION NOT TO SCALE R/W POND OUTFALL DITCH PAVING TOP VIEW NOT TO SCALE SCALE IN FEET ' CONCRETE TCH PAVING �o ,oy /// ENS ,pF W A ON I' ♦ �♦ GA W `EY, P.E. REG. NO. 56819 can N J qd- w , w O l= ZL<J_ W = Z m toQ 0 N 0 N U i . t Q� 0 Q: U Q Z .0 � a �W G m to W M W W N '-� <1LU f-- •• Th n W Z � W Y O M C/)Q 3 CL w V I � o' CL O N a- q 1 I 1 GI M Qi 40 1311I_I_I�1�1� 0 61 O U z i F W C- Z LU Z U W w " Q r C un Lou3 •W WIZ 0 orQ9co in p�mD��W C=9 LLd _ U D W 0 LLC) I 0 2 rZ WLAJ CL U G_ CL (/) J C9 EnWS(nWSWSW5W CSI Cv Cv G.I Cv Cv W 0©©0©0,. SHEET EA I N qd- Cn O l= N_ toQ 0 N 0 N Q Q� 0 Q: U JX .0 � a �W G m to W M W N '-� <1LU z.. qt �rn X W< W 4- Y O M XM W V I O N Nom, a- q 1 I 1 GI M Qi 40 1311I_I_I�1�1� 0 61 O U z i F W C- Z LU Z U W w " Q r C un Lou3 •W WIZ 0 orQ9co in p�mD��W C=9 LLd _ U D W 0 LLC) I 0 2 rZ WLAJ CL U G_ CL (/) J C9 EnWS(nWSWSW5W CSI Cv Cv G.I Cv Cv W 0©©0©0,. SHEET EA I METER BOX & PAVEMENT i- CURB OORPORIITION STOP REQUIRED ON ALL 10` N• CUM STOP MADDEN BY PON TO � 30` IN. WAS OFOFCD ACTIONS AND SERVICES METER -- --PVC (SCH40) UNDISTURBED SOIL 22.5' SET METER ON INDISTINIM OR COMPACIED SOIL oISTRIBUTION MAIN NOTE'S: 1) METER TO BE LOCATED IN THE STREET RIGHT -'CF -WAY, TNO FEET OUMDE OF THE PROPERTY UNE AND TWO FEET INSIDE OF THE PROLONGATION OF ONE OF THE SDE PROPERTY LNES 2) LOCATING WIRING AI WARNING TAPE REQUItED ON SERNCES AI WATER MAINS. SEE SHT. 7 3) NO OPEN CUT UNDER ROADWAY PAVING MAO UNLESS THE ROADWAY IS BEND RECONSMCTED OR IF ONi0C1ED OIFfRVSE BY THE ENOKM SERVICE METER INSTALLATION N.T.S. PRECAST MANHOLE BASE MANHOLE FILL VOID AREAS WITH NON -SHRINK GROUT "• .''� GRAVITY SEWER PIPE PVC SAND SLEEVE/COUPLING (SAME SDR AS PIPE) PVC SAND SLEEVE w W. — VA M 3d` MN. I N= PAMN6 — Pnu m w Comm umw PSE !EE "mmAT ,i, NOTES: MAX. CORE HOLE SIZE 1. IF EXISTING UTILITY PIPE IS A WATER MAIN 6" 6 -INCHES OF SEPARATION 13 REQUIRED. PVC/HDPE 2. F OWN UlUTY PIPE IS A FORCE MAN. SANITARY S:1wER, 12" WRIER MAN OR STORM SEER. 18 INCHES OF SEPARATION IS . IF THIS IS IMPRACNAL AND EXI51N6 UTIUTY MAN IS 0000. CON OR L PIPE SEPARAIM CAN BE REDUCED 70 8 -MM A FULL LEN= OF SHALL BE CENTERED LWER DIISM UTILITY MIN TO PROWDE MAMMUM 15" SPACING FOR ALL CROSOM PVC/HDPE 3. LOCATING WIRING RECOMM. SIEE SHT. 7. ADJ. UNDER EXIST. UTILITI 5 - (PIPE DEFLECTION) PVC/HDPE N.T.S. 26" MAXIMUM CORE HOLE SIZE CHART TO ACCOMMODATE PVC SAND COUPLING OR DUCTILE IRON SLEEVE PIPE SIZE MAX. CORE HOLE SIZE PIPE MATERIAL 6" 10" PVC/HDPE 8" 12" PVC/HDPE 10" 14" PVC/HDPE 12" 16" PVC/HDPE 15" 18" PVC/HDPE JEA STANDARDS PREMOLDED PLASTIC JOINT 16" 22" PVC/HDPE 20" 26" PVC/HDPE 24" 30" PVC/HDPE 30" 36" PVC/HDPE 36" 42" PVC HDPE 42" 48" PVC/HDPE INI BACK HAUn 4"-6" BEDDI SUITABLE, FOUNDATION FILL AS SPECIFIED HR, HF = 12" FOR PIPE DIAMETERS UP TO 48" -1: M-1 BY DESIGN ENGINEER = 24" FOR PIPE DIAMETERS 54" AND 60" STRUCURAL BACKFILL TOTAL MINIMUM COVER INCLUDES 6" OF (COMPACTED CLASS I, STRUCTURAL BACKFILL ABOVE THE PIPE II, OR III MATERIAL) CROWN AND THE FINAL FILL TYP. HDPE PIPE BEDDING DETAIL NOT TO SCALE I In w r mamOm m w MANUFACIUIWR'S IMMM FCR JOINT DEFIA rOL PAVING pro Sm Ww w t TYPE vAlm CQIIERED AT CROilNO. SEE NO= �i11►iii 1 i'WLWL 1 ft" I XMM VERrg"YY TO AIM �7W.CIION�n W MNL W MIN. PN %WnCCALI AVOD O001M�CMCK NOTES: 1. IF EXISTING UTILITY PIPE IS A WATER MAIN 6 -INCHES; OF SEPARATION IS REWIRED. 2. F EMS ING URM PIPE IS A FORCE MAN, SANITARY SEMSR, RECLAIMED WAIER MAIN OR STORM SEER. 18 NCFES OF SEPARATION IS REAUNiED. F THIS IS NM+RAC11fdL AM COSIM UTILITY MAN IS CIM 0006 OR ILL PK SEPARAIM CAN BE REDUCED TO 6 -NCI -EL A FULL LlWH OF PIPE SHALL BE CENTERED GWR EMS'RNG UTILITY MAIN 10 FROM MAIAN JOINT SPACM FOR ALL CROSSINGS. 3. LOCATING WIRING REQUIRED. SEE SHIT, 7. 4. DEPTH OF BURY TO BE 36` MNMRNI N PAWED AREAS IEASTIriED FROM MOO QtADE D" OF BURY TO BE 30r MNMIM N UPAV0 AREAS. ADJ. OVER EXIST. UTILITIES (PIPE DEFLECTION) N.T.S. 6" WIDE X b" THK. CONC. COLLAR SLOPE 4 -SIDES 1111=1111= 144 CONT. —� 6"X6" WYE BRANCH - 6" P.V.C. BROOKS 1 -RT SERIES BOX WITH C. I. COVER LABELED "SEWER" U FINISHED GRADE qp-:':I II_IIII_III r 3` (TYP.) ` ' a '�''• Ilµ RONF. BAR (TYP.) tf� PRE -CAST CONC. COVER In In w �� FINISHED N PORJo�IToEPu:Cna. COLLARGRADEI'7 248 Na DIA. BAR 80 THK z w CL m � Fj1 � vALVE m5 U V ANICAL � AHED Z NW IR PIPE W F= F+1 ILL Q 40 wavjt 69 o 00 r0000, ` W .� H E�11Ra1�� Na 57 '�+ W STONE 3 Ld NOTES: 1. PRE -CAST CONCRETE COLLAR SHALL BE FLUSH WITH GRADE. AND SHALL BE CL INCLUDED AS PART OF THE COST OF EACH WATER VALVE. 2. LOCATING WIRING REQUIRED. SEE SHT. 7. STD. CLEANOUT COVER W/ THREADED PLUG 1" CONCRETE 6" P.V.C. 45 DEG. EL P.V.C. STOPPER CLEANOUT DETAIL N.T.S. VALVE BOX DETAIL N.T.S. REDUCED PRESSURE. ZONE ASSEMBLY - BACKFLOW PREVENTER WATTS 9M2 QT SHOWN N.T.S. - _ z LIMERICK P 'u') COMPACTED TO MIN. 98% MAX. p p ` p �, '' O w DENSITY PER A.A.S.H.T.O. T180 o -••. o LIFTS NOT TO r-rL EXCEED 6 WHENCOMPACTED. ix 12" MIN. BOTH SIDES ACCEPTABLE BACKFILL = III = MAT`L COMPACTED TO .5P 98% MAX. DENSITY A. A. S. H. T. 0. T180 NOTE: THIS STANDARD IS TO BE USED ONLY WHEN EXISTING CONDITIONS REQUIRED LESS THEN THE STANDARD 12" OF COVER & WHEN IT IS SHOWN THAT TRAFFIC , LOADS WILL NOT DAMAGE THE PIPE. SPECIAL APPROVAL BY CITY ENGINEER IS REQUIRED FOR USE OF THIS STANDARD. A D-804 CULVERT PLACEMENT WITH ��`• ENS LESS THAN 121, COVER = ` NOT TO SCALE S .� �0 /1111 GARY A. ABBEY, P.E. REG. NO. 56819 z 0 F co N_ c0 0 N N Q QLL. e O j LL' W rr^^ .0 V1 V Ww e� m Ong W Z W a-04 ►-a Z o� �!o � X WQ Y W 0�/� M rl'' TW Z V � N N �. rn a 0 q 0 W w O z SHEET wl MANHOLE IS TO BE REFURBISHED AS NECESSARY AND SHALL BE GIVEN TWO COATS OF BITUMINOUS WATER -PROOFING MATERIAL PER SEAL W/ COAL TAR MASTIC OR JEA STANDARDS PREMOLDED PLASTIC JOINT �.. DIA OF MANHOLE VARIES SEALER (2 PLACES PER JOINT) ;'. •.: • :, ' ..—VARIES W/ MANHOLE DIA SEE S-17 FOR DETAILS • "-' GROOVE TO BE FORMED 6" (MIN) EXTERIOR JOINT TAPE WITH AN ACCURATE •' ';.= 6" (TYP) APPLIED OVER PRIMER (TYP) BELL RING FORM •. 04 0' •,•: •1•4. ';y'<•''ri Vit• '' `;i• t'••''.•'. #4-6" O.C. E.W. _ POURED IN PLACE 4,000 LB P.S.I. CONCRETE PAD MANHOLE BOTTOM MANHOLE PIPE CONNECTION DETAIL JANUARY 2014 PLATE S-15 INI BACK HAUn 4"-6" BEDDI SUITABLE, FOUNDATION FILL AS SPECIFIED HR, HF = 12" FOR PIPE DIAMETERS UP TO 48" -1: M-1 BY DESIGN ENGINEER = 24" FOR PIPE DIAMETERS 54" AND 60" STRUCURAL BACKFILL TOTAL MINIMUM COVER INCLUDES 6" OF (COMPACTED CLASS I, STRUCTURAL BACKFILL ABOVE THE PIPE II, OR III MATERIAL) CROWN AND THE FINAL FILL TYP. HDPE PIPE BEDDING DETAIL NOT TO SCALE I In w r mamOm m w MANUFACIUIWR'S IMMM FCR JOINT DEFIA rOL PAVING pro Sm Ww w t TYPE vAlm CQIIERED AT CROilNO. SEE NO= �i11►iii 1 i'WLWL 1 ft" I XMM VERrg"YY TO AIM �7W.CIION�n W MNL W MIN. PN %WnCCALI AVOD O001M�CMCK NOTES: 1. IF EXISTING UTILITY PIPE IS A WATER MAIN 6 -INCHES; OF SEPARATION IS REWIRED. 2. F EMS ING URM PIPE IS A FORCE MAN, SANITARY SEMSR, RECLAIMED WAIER MAIN OR STORM SEER. 18 NCFES OF SEPARATION IS REAUNiED. F THIS IS NM+RAC11fdL AM COSIM UTILITY MAN IS CIM 0006 OR ILL PK SEPARAIM CAN BE REDUCED TO 6 -NCI -EL A FULL LlWH OF PIPE SHALL BE CENTERED GWR EMS'RNG UTILITY MAIN 10 FROM MAIAN JOINT SPACM FOR ALL CROSSINGS. 3. LOCATING WIRING REQUIRED. SEE SHIT, 7. 4. DEPTH OF BURY TO BE 36` MNMRNI N PAWED AREAS IEASTIriED FROM MOO QtADE D" OF BURY TO BE 30r MNMIM N UPAV0 AREAS. ADJ. OVER EXIST. UTILITIES (PIPE DEFLECTION) N.T.S. 6" WIDE X b" THK. CONC. COLLAR SLOPE 4 -SIDES 1111=1111= 144 CONT. —� 6"X6" WYE BRANCH - 6" P.V.C. BROOKS 1 -RT SERIES BOX WITH C. I. COVER LABELED "SEWER" U FINISHED GRADE qp-:':I II_IIII_III r 3` (TYP.) ` ' a '�''• Ilµ RONF. BAR (TYP.) tf� PRE -CAST CONC. COVER In In w �� FINISHED N PORJo�IToEPu:Cna. COLLARGRADEI'7 248 Na DIA. BAR 80 THK z w CL m � Fj1 � vALVE m5 U V ANICAL � AHED Z NW IR PIPE W F= F+1 ILL Q 40 wavjt 69 o 00 r0000, ` W .� H E�11Ra1�� Na 57 '�+ W STONE 3 Ld NOTES: 1. PRE -CAST CONCRETE COLLAR SHALL BE FLUSH WITH GRADE. AND SHALL BE CL INCLUDED AS PART OF THE COST OF EACH WATER VALVE. 2. LOCATING WIRING REQUIRED. SEE SHT. 7. STD. CLEANOUT COVER W/ THREADED PLUG 1" CONCRETE 6" P.V.C. 45 DEG. EL P.V.C. STOPPER CLEANOUT DETAIL N.T.S. VALVE BOX DETAIL N.T.S. REDUCED PRESSURE. ZONE ASSEMBLY - BACKFLOW PREVENTER WATTS 9M2 QT SHOWN N.T.S. - _ z LIMERICK P 'u') COMPACTED TO MIN. 98% MAX. p p ` p �, '' O w DENSITY PER A.A.S.H.T.O. T180 o -••. o LIFTS NOT TO r-rL EXCEED 6 WHENCOMPACTED. ix 12" MIN. BOTH SIDES ACCEPTABLE BACKFILL = III = MAT`L COMPACTED TO .5P 98% MAX. DENSITY A. A. S. H. T. 0. T180 NOTE: THIS STANDARD IS TO BE USED ONLY WHEN EXISTING CONDITIONS REQUIRED LESS THEN THE STANDARD 12" OF COVER & WHEN IT IS SHOWN THAT TRAFFIC , LOADS WILL NOT DAMAGE THE PIPE. SPECIAL APPROVAL BY CITY ENGINEER IS REQUIRED FOR USE OF THIS STANDARD. A D-804 CULVERT PLACEMENT WITH ��`• ENS LESS THAN 121, COVER = ` NOT TO SCALE S .� �0 /1111 GARY A. ABBEY, P.E. REG. NO. 56819 z 0 F co N_ c0 0 N N Q QLL. e O j LL' W rr^^ .0 V1 V Ww e� m Ong W Z W a-04 ►-a Z o� �!o � X WQ Y W 0�/� M rl'' TW Z V � N N �. rn a 0 q 0 W w O z SHEET wl NOTE: ALL SIDE SLOPES SHALL BE REGRADED AS NEEDED AT MES'S AND UNTIL A PERMANENT GRASS COVER IS ESTABLISHED ALONG ENTIRE POND BANK DOWN TO THE DESIGN NWL. TOP OF BANK ELEVATION 8.0 25 yr. STORM WATER ELEV. 7.7 3 yr. STORM WATER ELEV. 7.2 MEAN ANNUAL STORM WATER ELEV. 6.9 NORMAL WATER LEVEL 5.0 SLOPE CHANGE FROM 4:1 TO 3:13.0 19-1/2" BOTTOM OF POND ELEVATION - 2.0 10" Slope To Fit Driveway 1 Ak 2'-0" DROP CURB NOT TO SCALE POND TYPICAL SECTION "B -B" tl NOT TO SCALE ECAST MITERED END DRIVEWAY CULVERTS SPECIFICATIONS: 1. BASE SLAB 04 BARS O V o.C.E.W. WALLS #4 BARS O 9- 0.C.E.W. 2. 4.000 P.S.I. CONCRETE 150 RCP 2W 21' r -a• aoTrori 15-1/2' 1r 18" RCP 25" 28' 18" CMP 18" 19-1/2" 24' CMP 1RANSITION UNE 2G' C:m . 19'. ROUTE ALL EXPOSED CORNERS AND BE O 211 T/ FROIrI TOP TO BOTTOM 1'-6" 1'-7" cy W - 0 o CHAMFDER D 3/ 6 -10" cno - u_ >r 2'-11" 2'-8" M z MAX. � STOP W �T 11 ECAST MITERED END DRIVEWAY CULVERTS SPECIFICATIONS: 1. BASE SLAB 04 BARS O V o.C.E.W. WALLS #4 BARS O 9- 0.C.E.W. 2. 4.000 P.S.I. CONCRETE 150 RCP 2W 21' 15' CMP 15-1/2' 1r 18" RCP 25" 28' 18" CMP 18" 19-1/2" 24' CMP 25" 2G' CITY OF JACKSONVILLE N.T.S. PLATE DATE DRAWN 7-1 REVISED DAZE 5- 12" GRID CENTERLINE OF PARKING SPACE HANDICAP PARKING SYMBOL NOT TO SCALE bo 2" x 2" x 1/4" 8" L STRENGTH 4,000 P.S.I. CONC. eo BE 7'-0" ABOVE FlNISHED PLAN NOTE: CONC. DESIGN 8" 2'-0" 811 STRENGTH 4,000 P.S.I. CONC. AND BRACKETS WILL BE PER FDOT BE 7'-0" ABOVE FlNISHED SIDEWALK WIDTH i� 5-3/4" T � Wa VARIES, SEE PLAN. `�1 L C:m . 19'. ROUTE ALL EXPOSED CORNERS AND BE O 211 T/ 6.75" 1'-6" 1'-7" cy W - 0 8" CHAMFDER D 3/ 2" x 2" x 1/4 ANGLE IRON SEAT I PIPE MUST NOT BE IN CONSTRUCTION JOINT ;.- #4 @ 12" O.C. B.W. I 11 ,.,,��---- GROUTED OR "RAM-NEK" JOINTS WHERE REQUIRED 12" O.C. B.W. INLETS TO HAVE POURED INVERTS MINIMUM BEARING #4 c@ 6" O.C. B.W. CAPACITY 2000 PSF SECTION TYPE'C'INLET DET NOT SCALE HANDICAP PARKING SIGN $2.50 FINE POST MOUNTED (TYP.) Oj SIGN MOUNTING HEIGHT MALL CONC. AND BRACKETS WILL BE PER FDOT BE 7'-0" ABOVE FlNISHED SIDEWALK WIDTH i� , ,. � .. : , . ; Q • kdc LSE. � Wa VARIES, SEE PLAN. `�1 L C:m . 19'. ROUTE 2'-1" O �'.. 6.75" 1'-6" 1'-7" cy W - 0 8" 2% 6 -10" cno - u_ " WHITE 2'-11" 2'-8" M z MAX. R1-1 STOP W ~ Z 7.5" --I N¢ X W J 10'-3.5" W J m 3'-2" 6" 6" to mCL 2'-6.5" m 3'-5" 7" W12 co _ to 5, co co 12, co 7" 5.5" 2'-9" 3'-0" 4'-6" 4'-0" 6" 6" 14'-0" 6 a_ 2" WHITE BLUE LINE WHITE LINE 3 EACH 6" WHITE 6" DIAGONALS ® 60' 6" EQUALLY SPACED GENERAL NOTES: 1. CURB CUTS SHALL HAVE A MAXIMUM RISE OF 8 INCHES. 2. THE MAXIMUM SLOPE FOR A CURB RAN P IS 1:12 OR 8X 3. SEE GRADING PLAN FOR SPOT ELEVATIONS. 4. ACCESS RAMP AND HANDICAP SYMBOL SHALL BE PAINTED WHITE. HANDICAP SYMBOL SHALL BE 5 FEET F IGH. 5. TOP PORTION OF HANDICAP SIGN SHAL HAVE A REFLECTIVE BLUE BACK GROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACK GROUND WITH BLACK OPAQUE LEGEND AND BORDER. HANDICAP PARKING SPACE DETAIL NOT TO SCALE " PORTLAND CEMENT 6, CONCRETE, 4000 PSI WITH FIBERMESH CID a N 12" STABILIZED SUBBASE, LBR40 CONCRETE PAVEMENT SECTION NOT TO SCALE 1/2" MASTIC 1/4" RADIUS HAND TOOLED 1/2" CAULKING PRESSURE TREATED WOOD le . DROP CURB 1'-6" 6" WHEN PVM'T. SLOPES AWAY FROM CURB 18 " CURB AND GUTTER DETAIL EXISTING SIDEWALK �\\-NEW SIDEWALK NOTE: NEW SIDEWALK TO BE FLUSH H J WITH EXISTING SIDEWALK. CONNECT TO EXISTING SIDEWALK SECTION 4' IN 1 17 �, 4,. 6„ REVEAL 4 41- 4" VUA/PARKING ,. z fixfi 10/10 WWM Z. q N „ SIDEWALK WITH TURNDOWN SECTION WIDTH AS NOTED 411 FLAT SIDEWALK SECTION NOTES: 1. CONCRETE SHALL BE 3000 PSI, MIN. SLUMP 5". 2. SAW CUT CONTROL JOINTS AT SPACING EQUAL TO WIDTH OF SIDEWALK. 3. INSTALL EXPANSION JOINT AT EVERY FOURTH CONTROL JOINT (25' MAX.). SIDEWALK SECTIONS NOT TO SCALE _to 4 LB./FT. "U" CHAN. (GALVANIZED) r0 14" T1'P, _ 1-1 16" -T PARKING BY to to 00 27/32" DISABLED 1 3-1/2 CYT FINISHED 00 GRADE POST SECTION _ SIGN DETAIL POST 5/16" MACHINE SCREW OR BOLT WASHERLOCK SIGN MOUNTING DETAIL NOTES: 1. TOP PORTION SHALL HAVE A REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 3. PENALTY SIGN SHALL HAVE A REFLECTIVE BLUE BACKGROUND WITH REFLECTIVE WHITE LEGEND AND BORDER. HANDICAP SIGN AND POST DETAILS NOT TO SCALE NOT TO SCALE SIDE VIEW TOP VI EW 1/2" CHAMFER TABLE OF DIMENSIONS E F G 1 E �r NOTES: $2.50 FINE 1. THE STOP SIGN SHALL BE OCTAGON WITH WHITE Oj SIGN MOUNTING HEIGHT MALL CONC. AND BRACKETS WILL BE PER FDOT BE 7'-0" ABOVE FlNISHED INDEX 11860 AND 11861. i� GRADE TO BOTTOM OF SIGN L � Wa F _ • 2'-1" SIGN DETAIL POST 5/16" MACHINE SCREW OR BOLT WASHERLOCK SIGN MOUNTING DETAIL NOTES: 1. TOP PORTION SHALL HAVE A REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 3. PENALTY SIGN SHALL HAVE A REFLECTIVE BLUE BACKGROUND WITH REFLECTIVE WHITE LEGEND AND BORDER. HANDICAP SIGN AND POST DETAILS NOT TO SCALE NOT TO SCALE SIDE VIEW TOP VI EW 1/2" CHAMFER TABLE OF DIMENSIONS E F G 1 E �r NOTES: A 1. THE STOP SIGN SHALL BE OCTAGON WITH WHITE MESSAGE AND BORDER ON A RED BACKGROUND. 2. THE POSTS AND BRACKETS WILL BE PER FDOT STANDARD INDEX 11860 AND 11861. ce^ W K L � Wa F 15" - 18" • 2'-1" O (3 6.75" 1'-6" 1'-7" cy W - 0 8" 6 -10" cno - u_ Cir! 2'-11" 2'-8" M z 5" R1-1 STOP SIGN DETAIL NOT TO SCALE END VIEW 1/2" CHAMFE H K L DF D A _ CONCRETE: 4,000 P.S.I. STEEL: #4 ® 12" E. W., WI TH 1 #6 OVER PIPE OPENING. (2" CLEARANCE OVER STEEL, REINF. BARS, 1/2" TOLERANCE). RCP/CMP A B C D E F G H J K L M N 15" - 18" 2'-7" 2'-1" 6" 6" 6.75" 1'-6" 1'-7" 2'-10" 2'-4" 8" 6" 6 -10" 7'-0" 24" 2'-11" 2'-8" 6" 5" 4.5" 1'-11" 2'-0" 3'-6" 3'-1" 7.5" 5" 10'-0" 10'-3.5" 30" 3'-6" 3'-2" 6" 6" 5.5" 2'-5" 2'-6.5" 3'-9" 3'-5" 7" 5" 11'-5" 11'-8.25" 36" 4'-1" 3'-10" 6" 7" 5.5" 2'-9" 3'-0" 4'-6" 4'-0" 6" 6" 14'-0" 14'-4.5" MITERED END SECTION DETAIL NOT TO SCALE HEADER CURB DRIVE AREA SECTION NOT TO SCALE AIIII���/ B o..4 t4o. w M �- ei,,�',. m z .. z w can o..4 V J w M � r� W m z .. z w _�,�•1 V Z m V p M 2 x V V vs Z SHEET m V Q Z W �--� 3 CL -- Lu a_ Z 0 F N_ ccoo Fr N O N � O �o Q) U jm •0 a W m to WM W N 44f��_ 1* Z �� X Wa W W Y O M Mto W V I co O N N � rn w z O m 1 3 0 A m z .. z w z w U 04 a p A x V V vs SHEET 0 DISTANCE BETWEEN SIGNS Speed Spacing (ft.)' A B C 40 mph or less 200 200 200 45 mph 350 350 350 50 mph 500 500 500 *55, mph. or greater_ 2640 1 1640 1 1000 Median _/ White Reflectorized Pavement Markings Work Area, N Taper Len gth=L Buffer S pace T500, See Table If See Table 11 Device Spacing -Taper Device Spacing -T - angent: 100, See Table I See Table I GENERAL NOTES 1. Work operations shafl be: confined to one traffic lane, leaving the adjacent lane open to traffic.. 2, On undivided highweys the median signs as shown are to be omitted. 3. When work is performed in the median lane on divided highways, the channelizing device plan is inverted and left lane closeo and lane ends signs substituted for the right lane closed and lane end signs. The ROAD WORK I MILE sign may be used The same applies tc undivided highways with the following exceptions; as an alternate to the ROAD WORK AHEAD a. Work shall be co i fined within one median lane. sign and the RIGHT LANE CLOSED V2 MILE b. Additional barrRades, cones, or drums shall be placed along the centerline abutting the work area and sign may be used as an alternate to the across the trailing end of the work area. RIGHT.LAME CLOSED AHEAD sign. 25 50 30 50 When work on undivided highways occurs across the centerline' so as to encroach on both median lanes, 500' beyond the ROAD I WORK A14EA . D sign or the inverted plan is applied to the approach of both roadways. midway between signs whichever is less. 540 L W 50 4. Signs and traffic control devices are to be modified in accordance with INTERMITTENT WORK STOPPAGE 55 details (sheet 2 of 2) when no work is being performed and the highway is open to traffic. 60 5. The two channelizir) 7 devices directly in front of the work area may be omitted provided vehicles in the 65 work area have higi i -intensity rotating, flashing, oscillating, or strobe lights operating. SYMBOLS 6. When paved shouldcr5 havinga width of 8 ft. or more are closed, channelizing devices shall be used to 0 0) close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the travel Work Area way. See Index Na. 612 for shoulder taper formulas. Sign With 18"x 18 ii' (Min.) 7. When a side road iersects ff the highway within the TTC zone, additional TTC devices shall be placed in Orange Flag And Type B Light accordance with other applicable TCZ Indexes. Channelizing Device (See Index No. 600) 8. This TCZ plan does not apply when work is being performed in the middle lane(s) of a six or more lane a- LLJ highway. See Inde) No. 614. Work zone: Sign 0 C14 Advance Warning Arrow. Board 9, For general TCZ re7uirements and additional information, refer to Index No. 600. 0 - - - ------- LAST Z I DESCRIPTION: REVIS119N 07101109 Uj 2015. F�i�� DE SIGN STANDARDS 11 ROADENID WORKI Table II Buffer Space and Taper Length Table Device Spacing I Speed (mph) Max- Distance Between Devices (ft.) Cones or Type I or Type 11 Tubular Markers Barricades or Vertical Panels or Drums Taper Tangent Taper Tangent 25 25 50 25 50 30 to 45 25 50 30 50 50 to 70 2-5 50 50 100 Table II Buffer Space and Taper Length Speed (rnph) Buffer Space Taper Length (12' Lateral Transition) Dist. (ft.) L (ft,) 'Notes (Merge) 25 155 125 L WS2 60 30 200 1180 35 250 245 40 305 320 45 360 540 L W 50 425 606 55 495 660 60 570 720— 65 645 7$0 70 730 840 When Buffer Space cannot be attained due to geometric constraints, the greatest attainable length shall be used, but not less than 200 ft. For lateral transitions other than 12, :use Where; L = Length of taper in feet W = Width of lateral transition in feelt S = Posted speed limit (Mph) DURATION NOTES 1. Temporary white edgeline may be omitted For work operations less than 3 consecutive calandar days. 2. For work operations up to approximately 15 minutes, signs, channelizing devices, arrow board, and buffer space may be omitted if all of the Following conditions are met: a. Speed limit is 45 mph or less. b. No sight obstructions to vehicles approaching the work area for a distance equal to the buffer space and the taper length combined. c. Volume and complexity of the roadway has been considered. d. The closed lane is occupied by a class 5 or larger, medium duty truck(s) with a minimum gross weight vehicle rating (GWVR) of 16,001 lb with high-intensity, rotating, flashing; oscillating, or strobe lights mounted above the cab height and operating. 3. For work operations up to 60 minutes, arrow board and buffer space may be omitted if conditions a,, b, and c in DURATION NOTE 2 are mLdt, and vehicles in the work area have high-intensity, rotating, flashing, oscillating, or strobe lights operating. MULTILANE, WORK WITHIN TRAVEL WAY MEDIAN OR OUTSIDE LANE CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE LANE ADJACENT TO EITHER SHOULDER AND THE AREA 2' OUTSIDE THE EDGE OF TRAVEL WAY. I INDEX SHEET NO- I NO. 613 1 1 o 2 V) Z 0 V) O Z Z 0 C-4 (N Z to LL_ => _j U_ < LL. nC) M M CD 0 F: M JW WW 04 < Li M Z <!� tZEE C) CL 04 LLJ 0 0) L4f) X LL. Lj LL_ i M Wt7 < Lj LLJ 3:5 a- LLJ 0 C14 V) Z 0 V) O Z Li Z 0 Z 0 to (00 FS => < LL. 00 0 F: JW WW 0 < Li M ZLi CL 04 0 0) X LU < Lj LL_ Y_ 0 Lj 0 C14 C*4,,-% 0 0) %...0 Li Z 0 GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE SECTIONS OF CITY OF ATLANTIC BEACH STANDARDS, (LATEST REVISION) AND ALL CURRENT CITY STANDARD DETAILS. THE WORK SHALL ALSO BE PERFORMED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL INVESTIGATION REPORT BY LEGACY ENGINEERING IF MORE STRINGENT THAN CITY OF ATLANTIC BEACH REQUIREMENTS. 2. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY INJURIES OF HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING THE COURSE OF THIS PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING WITH O.S.H.A. REGULATIONS AND THE FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS BID. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING THE BID FOR THE PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE AND THE EXTENT OF THE WORK AND LOCAL CONDITIONS, EITHER SURFACE OR SUB -SURFACE, WHICH MAY AFFECT THE WORK TO BE PERFORMED, AND THE EQUIPMENT, LABOR AND MATERIALS REQUIRED. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER THIS CONTRACT. THE CONTRACTOR IS ALSO URGED TO TAKE COLOR PHOTOGRAPHS ALONG THE ROUTE OF THE PROJECT TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRUCTION, AND TO AID IN RESOLVING POSSIBLE FUTURE COMPLAINTS THAT MAY OCCUR DUE TO THE CONSTRUCTION OF THE PROJECT. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EITHER CONDUCT ANY FIELD EXPLORATION OR ACQUIRE ANY GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF UNSUITABLE MATERIAL THAT WILL REQUIRE REMOVAL AND/OR TO ESTIMATE THE AMOUNT OF OFF SITE BORROW THAT WILL BE REQUIRED. 5. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER AND THE CITY OF ATLANTIC BEACH FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER AND THE CITY OF ATLANTIC BEACH. 6. ELEVATIONS ARE BASED ON N.A.V.D. 1988 DATUM, AS DETERMINED BY RICHARD A. MILLER PROFESSIONAL LAND SURVEYORS, INC., JOB NO. 2014-27, DATED 02-03-14. 7. FOR BOUNDARY INFORMATION, SEE SURVEY PREPARED BY RICHARD A. MILLER PROFESSIONAL LAND SURVEYORS, INC., JOB NO. 2014-27, DATED 02-03-14. 8. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM MATERIAL TESTING AND SOIL TESTING IN ACCORDANCE WITH CITY OF ATLANTIC BEACH REQUIREMENTS. THIS SHALL INCLUDE DENSITY TESTS IN ALL PAVEMENT AREAS AND IN ALL UTILITY TRENCHES LOCATED IN PAVEMENT AREAS CONCRETE TESTING AND ALL OTHER MATERIAL TESTING. PRIOR TO LIMEROCK PLACEMENT, THE PROJECT GEOTECHNICAL ENGINEER SHALL MAKE RECOMMENDATION FOR UNDERDRAIN PLACEMENT. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSURANCE REQUIRED FOR THE PROJECT INCLUDING CITY OF ATLANTIC BEACH RIGHT-OF-WAY PERMITS FOR WORK IN THE CITY OF ATLANTIC BEACH RIGHT-OF-WAY OR EASEMENT. 10. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OF ATLANTIC BEACH OR STATE RIGHT-OF-WAY WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR. 11. ALL PUBLIC DRAINAGE EASEMENTS SHALL BE "UNOBSTRUCTED" EASEMENTS. ALL "UNOBSTRUCTED" EASEMENTS TO BE CLEAR AND DRIVEABLE. 12. "AS -BUILT" DRAWINGS - AS-BUILTS TO THE CITY OF ATLANTIC BEACH AND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT ARE REQUIRED TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED LAND SURVEYOR THEREFORE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTRACT WITH A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA FOR THE PREPARATION, FIELD LOCATIONS, CERTIFICATION AND SUBMITTAL OF "AS -BUILT" DRAWINGS IN ACCORDANCE WITH CURRENT CITY STANDARDS AND SPECIFICATIONS AND SJRWMD REGULATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROCESS THE "AS -BUILT" DRAWINGS FOR APPROVAL BY THE CITY OF ATLANTIC BEACH. SUBMITTAL OF AS -BUILT SITE SURVEY, INCLUDING BENCHMARKS, IS REQUIRED PRIOR TO SCHEDULING A FINAL INSPECTION OF THE BUILDING BY THE BUILDING DEPARTMENT OR THE FIRE MARSHALL. 13. THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS. IN THE EVENT OF ANY CONFLICT WHATSOEVER, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 14. ALL CLEARING AND GRUBBING REQUIRED FOR ALL ROADWAY, UTILITIES, DITCHES, AND BERMS INCLUDED IN THIS PROJECT AND THE CLEARING AND GRUBBING OF ALL RIGHT-OF-WAY OR EASEMENTS SHALL BE CONSIDERED AS PART OF THE PROJECT. 15. ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH CITY OF ATLANTIC BEACH STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL COMPACTED AND TESTED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT. 16. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS. IF A MONUMENT IS DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF RECORD FOR REINSTALLATION OF THE MONUMENT. 17. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY CONTRACTOR. 18. ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. 19. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED. 20. BURNING OF TREES, BRUSH AND OTHER MATERIAL SHALL NOT BE ALLOWED BY CITY OF ATLANTIC BEACH FIRE MARSHALL. 21. ROADWAY UNDERDRAINS SHALL BE AS REQUIRED ON THE PLANS OR AS MAY BE DETERMINED NECESSARY BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF HIGH GROUND WATER CONDITIONS ARE PRESENT DURING THE PREPARATION OF THE ROADWAY SUB -BASE. 22. PROVIDE CONTRACTION JOINTS AT 6'0.C. AND EXPANSION JOINTS AT 24' O.C. ON ALL EXTERIOR SIDEWALKS AND CURBING. 23. MAINTENANCE OF TRAFFIC SHALL CONFORM TO F.D.O.T. STANDARD INDEX 600, LATEST EDITION. 24. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD INDEXES 11860, 17346, AND 17352. 25. ALL EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE PROPOSED ROADWAY/SITE DEVELOPMENT SHALL BE REMOVED BY THE CONTRACTOR UTILIZING THE HYDRO -BLASTING METHOD. 26. ALL PAVEMENT STRIPING SHALL BE THERMOPLASTIC (LEAD-FREE) IN ACCORDANCE WITH CITY OF ATLANTIC BEACH STANDARDS. 27. CITY OF ATLANTIC BEACH REVIEW INSPECTOR SHALL BE CONTACTED 24 HOURS PRIOR TO ALL NECESSARY SITE WORK INSPECTIONS AND 5 DAYS PRIOR TO FINAL INSPECTION. UTILITY NOTES: 1. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE DRAWINGS IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN VERIFIED. THE LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS AND FIELD VERIFY LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR TO COMMENCING ANY CONSTRUCTION. IF THE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY. THIS DISCREPANCY SHOULD BE RESOLVED PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING UTILITIES AND IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR AND SHALL REPAIR OR PAY FOR ALL DAMAGE MADE TO EXISTING UTILITIES OR OTHER IMPROVEMENTS. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL GRADES, INVERTS AND TYPE OF MATERIAL OF EXISTING UTILITIES TO WHICH HE SHALL CONNECT. 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL MATERIALS, IF REQUIRED, TO THE ENGINEER FOR REVIEW AND APPROVAL, PRIOR TO SUBMITTAL TO THE CITY OF ATLANTIC BEACH, AND PRIOR TO PURCHASE OR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. 3. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED TO CONFORM WITH CITY OF ATLANTIC BEACH REQUIREMENTS AND SHALL BE CONSTRUCTED TO CONFORM WITH CURBING, PROPERTY LINES, BANK SLOPES AND LOW POINTS AS SHOWN ON THE PLANS. 4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND FUNCTIONING PROPERLY AT TIME OF ACCEPTANCE. 5. ALL DRAINAGE STRUCTURES TO HAVE TRAFFIC BEARING GRATES. 6. ALL DRAINAGE PIPE JOINTS IN CITY OF ATLANTIC BEACH DRAINAGE EASEMENTS, DRAINAGE EASEMENTS BETWEEN ONSITE BUILDINGS, DRAINAGE RIGHT-OF-WAYS AND UNDER PUBLIC PAVED ROADS ARE TO BE FILTER -WRAPPED. 7. ALL INVERTS IN DRAINAGE STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF MORTAR BETWEEN EACH LAYER OF BRICK, OR REDDI-MIX CONCRETE WITH #57 STONE. 8. UNSUITABLE MATERIALS UNDER WATER, SEWER PIPE, STORM PIPE OR STRUCTURES SHALL BE REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED. 9. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR PAVEMENT. 10. ALL WATER AND SEWER CONSTRUCTION WITHIN THE CITY OF ATLANTIC BEACH SHALL BE ACCOMPLISHED ACCOMPLISHED BY AND UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE PROVISIONS OF CHAPTER 489 FLORIDA STATUTES. 11. CONTRACTOR SHALL PROVIDE, TO THE ENGINEER, A SCHEDULE OF INVERT ELEVATIONS OF ALL SANITARY MANHOLES PRIOR TO THE PLACEMENT OF THE LIMEROCK BASE COURSE. THIS SCHEDULE TO BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE "AS -BUILT" DRAWINGS FOR THIS PROJECT. 12. ALL SEWER MAINS SHALL BE PVC (ASTM -3034) SDR -35 FOR DEPTHS TO 15 FEET, SDR -26 FOR DEPTHS 15' OR DEEPER, OR IN EASEMENTS UNLESS OTHERWISE NOTED. FORCE MAINS TO BE PVC - SDR -18 PIPE UNLESS OTHERWISE NOTED. 13. SANITARY SEWER SERVICES SHALL BE 6" PVC WITH A MINIMUM SLOPE OF 0.006 FEET PER FOOT AND SHALL BE TERMINATED AT THE RIGHT-OF-WAY LINE WITH A DEPTH OF 48" UNLESS OTHERWISE DETAILED OR RESTRICTED DUE TO DEPTH OF SEWER MAIN. 14. WATER MAINS SHALL HAVE A MINIMUM OF 36" COVER FROM FINISHED GRADE, UNLESS SPECIFICALLY REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. 15. ALL POTABLE PVC PIPE 3 INCHES IN DIAMETER OR LESS SHALL BE LISTED AS N.S.F.P.W. AND SHALL BE SO MARKED. 16. WATER AND SEWER LINES ARE DESIGNATED TO FINISHED GRADES AND SHALL BE PROTECTED UNTIL FINISHED WORK IS COMPLETE. 17. HORIZONTAL SEPARATION BETWEEN WATER MAINS, VALVES, FITTINGS AND SANITARY OR STORM SEWER SHALL BE A MINIMUM OF 10 FEET OR IN ACCORDANCE WITH THE F.D.E.P. REGULATIONS. 18. WHERE PARALLEL WATER AND SEWER (INCLUDING STORM) LINES HAVE LESS THAN 10 FEET HORIZONTAL SEPARATION, FULL -UNCUT LENGTHS OF WATER QUALITY PIPE (I.E. SDR -18 AWWA C-900 FOR NEWLY INSTALLED SEWER & SDR -18 AWWA C-900 WATER) WILL BE USED WITH THE JOINTS STAGGERED AT 10 FOOT INTERVALS OR THEY WILL BE PLACED ON AN UNDISTURBED SHELF OR IN A SEPARATE TRENCH WITH A MINIMUM VERTICAL SEPARATION OF AT LEAST 18 INCHES. IT IS PREFERABLE TO HAVE THE WATER MAINS LOCATED ABOVE THE SEWER AND WITH 10 FEET OF SEPARATION WHERE POSSIBLE. 19. WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM) LINES TO CROSS WITH A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE, A FULL UNCUT LENGTH OF WATER QUALITY PIPE (I.E. SDR -18 AWWA C-900 FOR NEWLY INSTALLED SEWER & SDR -18 AWWA C-900 WATER) WHICH IS USUALLY 20 FEET LONG WILL BE CENTERED ON THE POINT OF CROSSING. THE CONTRACTOR SHALL FIELD VERIFY THE VERTICAL SEPARATION. THE MINIMUM VERTICAL SEPARATION BETWEEN WATER AND SEWER (INCLUDING STORM) PIPES WHEN 18 INCHES IS NOT POSSIBLE WILL BE 6 INCHES OUTSIDE DIAMETER TO OUTSIDE DIAMETER. IT IS PREFERABLE TO HAVE THE WATER MAIN ABOVE THE SEWER LINES AND AT LEAST 18 INCHES VERTICAL SEPARATION. 20. A FULL UNCUT LENGTH OF WATER MAIN PIPE (USUALLY 20 FEET) SHALL BE CENTERED AT THE POINT OF CROSSING OF ALL WATER AND SEWER (INCLUDING STORM) LINES AT THE POINT OF CROSSINGS REGARDLESS OF VERTICAL SEPARATIONS. 21. IN THE CASE WHERE SOLVENT CONTAMINATION IS FOUND IN THE TRENCH, WORK WILL BE STOPPED AND THE PROPER AUTHORITIES NOTIFIED. WITH THE APPROVAL OF THE DUVAL COUNTY HEALTH DEPARTMENT, DUCTILE IRON PIPE, FITTINGS AND APPROVED SOLVENT RESISTANT GASKET MATERIAL SHALL BE USED IN THE CONTAMINATED AREA. THE DUCTILE IRON PIPE WILL EXTEND AT LEAST 100 FEET BEYOND ANY DISCOVERED SOLVENT. 22. IN REGARD TO THE REQUEST FOR A LETTER OF RELEASE TO PLACE THE CONSTRUCTION INTO SERVICE, THE BACTERIOLOGICAL SAMPLE POINTS WILL BE INDICATED IN RED OR PINK ON THE RECORD OR AS -BUILT DRAWINGS. THE SAMPLE NUMBERS WILL CORRESPOND TO THOSE ON THE BACTERIOLOGICAL SAMPLE LAB SHEETS. 23. THE RECORD OR AS -BUILT DRAWINGS SUBMITTED AT THE TIME OF REQUEST FOR A LETTER OF RELEASE TO PLACE THE CONSTRUCTION INTO SERVICE WILL CLEARLY DEPICT THE VERTICAL CLEARANCES BETWEEN WATER AND SEWER (INCLUDING STORM) LINES AT ALL CROSSING AND PARALLEL RUNS WHERE THE HORIZONTAL SEPARATION IS LESS THAN 10 FEET, IN ADDITION, THE CENTERING OF UNCUT LENGTHS OF PIPE (USUALLY 20 FEET) AT POINTS OF CROSSINGS WILL BE DOCUMENTED ON THE DRAWINGS AND ALL MITIGATING CONSTRUCTION MEASURES CLEARLY DEPICTED IN CASES WHERE A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE BETWEEN THE WATER AND SEWER (INCLUDING STORM) LINES IS NOT POSSIBLE. 24. MECHANICAL RESTRAINING DEVICES ARE REQUIRED IN ACCORDANCE WITH UTILITY COMPANY STANDARDS WHERE WATER MAINS ARE TERMINATED AND AT ALL BENDS AND TEES. 25. UNLESS OTHERWISE NOTED, ALL OFF-SITE WATER MAIN TO BE PVC AWWA DR18, C-900 AND ALL ON-SITE WATER MAIN 4" AND GREATER SHALL BE DR18, AWWA C-900. ALL ON-SITE WATER MAIN 2" OR SMALLER SHALL BE SCHEDULE 40 AND N.F.S.P.W. RATED. 26. ALL GATE VALVES SHALL BE UTILITY COMPANY STANDARD. VALVES SHALL BE MECHANICAL JOINT, CAST IRON, BRONZE FITTED WITH RESILIENT SEAT. ALL VALVES SHALL OPEN BY TURNING TO THE LEFT. VALVES SHALL BE RATED AT 200 PSI WORKING PRESSURE AND 400 PSI TEST PRESSURE. 27. FIRE HYDRANTS SHALL BE UTILITY COMPANY STANDARD. ALL ONSITE HYDRANTS SHALL BE PAINTED PER THE CITY OF ATLANTIC BEACH STANDARDS. 28. ALL ELECTRIC CONDUIT WORK SHALL BE COMPLETED PRIOR TO THE PRESSURE TESTING OF WATER AND SEWAGE FORCE MAINS. 29. ALL WATER MAINS SHALL BE BACTERIOLOGICAL AND PRESSURE TESTED AT 150 PSI FOR 2 HOURS IN ACCORDANCE WITH AWWA C-600 STANDARDS. NO CONNECTION TO EXISTING POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER LINES HAVE BEEN PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH AWWA C-051, AND CLEARED FOR SERVICE THE ENGINEER AND THE CITY OF ATLANTIC BEACH REPRESENTATIVE MUST BE NOTIFIED 48 HOURS PRIOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT. 30 A PRE -CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED WITH THE CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT. 31. TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS INCLUDING STORM SEWER AFTER THE LIMEROCK HAS BEEN COMPACTED. THIS SERVICE SHALL BE PROVIDED BY THE CONTRACTOR AS PART OF THE SANITARY SEWER CONTRACT. A FULL WRITTEN REPORT AS TO THE CONDITION OF THE PIPE WITH PERTINENT DATA SUCH AS DISTANCE BETWEEN MANHOLES, LOCATION OF SERVICES, ETC. SHALL BE SUBMITTED TO THE OWNER AND ENGINEER PRIOR TO ACCEPTANCE, AND ONE COPY OF THE VIDEO TAPE SHALL BE SUBMITTED TO THE CITY OF ATLANTIC BEACH. ALL DEFECTIVE AREAS AND ITEMS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE. ALL REPAIRED SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE. SEWER PIPE SHALL BE TESTED FOR DEFORMATION OR DEFLECTION. ANY PIPE FOUND TO BE DEFORMED AND/OR DEFLECTED IN EXCESS OF 7.5% OF THE NOMINAL DIAMETER OF THE PIPE SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST. ALL MANDRELS USED IN TESTING SHALL BE AVAILABLE TO BE CHECKED FOR PROPER SIZING BY THE USE OF TRUING RINGS AT THE REQUEST OF THE CITY OF ATLANTIC BEACH REPRESENTATIVE. RESULTS OF THE TEST SHALL BE SUBMITTED TO THE CITY OF ATLANTIC BEACH FOR REVIEW. 32. THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING WATER AND SEWER SERVICE TO MEET THE SYSTEM DEMANDS AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF 48 HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE. 33. ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTINGS SHALL NOT CONTAIN MORE THAN EIGHT PERCENT LEAD AND ALL PACKING AND JOINT MATERIALS USED IN THE JOINTS SHALL CONFORM WITH ALL APPLICABLE AWWA STANDARDS. ALL NEW AND/OR RELOCATED WATER SERVICES AND PLUMBING SHALL CONTAIN NO MORE THAN EIGHT PERCENT LEAD AND ALL SOLDERS AND FLUX SHALL CONTAIN NO MORE THAN 0.2 PERCENT LEAD. 34. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CITY OF ATLANTIC BEACH RIGHT-OF-WAY OR CITY OF ATLANTIC BEACH EASEMENT MUST BE IN CONFORMANCE WITH THE THE CITY OF ATLANTIC BEACH APPROVED MATERIALS MANUAL. 35. CONTRACTOR SHALL INSTALL WARNING TAPE ON ALL WATER MAINS AND FORCE MAINS IN ACCORDANCE WITH THE CITY OF ATLANTIC BEACH STANDARDS. 36. CONNECTION CONTINGENT UPON CONSTRUCTION, DEDICATION AND FINAL ACCEPTANCE OF THE OFFSITE WATER TRANSMISSION SYSTEM AND SEWER COLLECTION SYSTEM WITHIN THE LIMITS OF THIS PROJECT. 37. CONTRACTOR SHALL CONTACT SUNSHINE NETWORK (1-800-432-4770) 48 HOURS PRIOR TO STARTING PROPOSED WORK. 38. ALL SEWAGE FORCE MAINS SHALL BE HYDROSTATIC TESTED AND CONSIST OF A COMBINED PRESSURE TEST AND LEAKAGE TEST FOR A MINIMUM DURATION OF TWO HOURS AT 150 PSI IN ACCORDANCE WITH AWWA C-600 STANDARDS. THE ENGINEER MUST BE NOTIFIED 48 HOURS PRIOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT. 0,��'Ccc CoA Y AQ , 8 i SZN . Q�= \GENSF�•4i- No. 56 _ --- s7 • w - r LSf5Y1l�� BBEY, P.E. REG. NO. 56819 J C-4 Vj (V � M � J V- V' Z 2 m V M = Z L��l v � U Q Z -- W Q V D= � W LLJ Com.. W CL Q D Z O V) W w O Z Z O Z O U F .. Z 0 O w Q A Z a A _N toQ 0 A a NO N jE M D Q QLL. 00 0= OF-: U J w LL. W = U U w W •� m co M Z W a. N Z.--% It U �rn 0 .. x WQ W L- Y O� W I cUpp et � oN N rr O o� Z O SHEET 610 U .. Z 0 O w Q A Z a A A w U U A a Z a U vs SHEET 610 W I J EXISTING FIRE HYDRANT kb t,�Ss W e. SAN, MH > ' � = (`712,E OLID 15" DP WEST 1ST STREET (50 'W) . SAN, INV r NE, (8,11) (6.04, CATV . . 623) .6, (7,0) (LB 361 (7 5) BL OCK 1 (Z 7) SILT FENCE (TYP) (7,J) (7,2) L/ (Z POLE & ANCHOR 16..% (6,7) (6 9) N89 WWPP a 1048) dg .!.• +ren ' POND R • C ' w W0.ys V LOCK 13 ,,Donn`` .e• •.YEA ,'S, R fr/'-, { N WL.+ 510 4 • . 24�, S*Ca 00 TOB LO 1:0 STUBOUT -.S67 • � 'o } AND PLUG T) }3 i �g C 3 E !Ea j C xkff ffE G (OPTIONAL) L ,� BL OCK 14 - TRE �PFdC'' ONS PROTECTION T ,) T IYRP FARMHOUSE BUILDING (63'x 40') 2,520 SF± I 1 CONTA R RES CH 2 h r c' • `y' 4 F Y 'r E CE.,, •fib x •`cc, "`'• +2 f < ��t .� (321 1,280 SF±'11,4" c,;15y��I,t s,� is „ s K ,& 4 O T�J3 :SON190 -N �. ` ti I N k h 4 .� zC - ,(,{2 e . 'tl' R Y •R 1' i t, STORE1 •' V'q;. E N' yy��0 SJAPFfl'7►(i�, q 'L .. '+F , •a' S� 3d : I (9. I tif '� ,s, p i • %•r 2 s R P • s3jF, >'CcS 'x ENHOUSE GRE t c `��Ed .V4� }�. P 2' Ac �� ` � y` 2.}t 4 i cR r. .t•�P. '� I I (63'x 84 I 5292 SF± � g > 4 .�L P G •r ` s 4 w v 9 i Yx c y. 5 b t 3 ,. * 4 ., �• t } r r � ' i„5 ,4SPHAL T •4,� i iv 4, 4t`, •. J •; Z.• > • 4 a R ,S ; ••.4 'M.V UP ICZ , • 4 + n «..,,.ten•.., ., ®....+.« ....•,,..+,.•. ,,..�..,• ........ e.�,�„�` 'mP®i°h' Y .M,,.+....an. s 'i+,....e�`CX rk+.^..�.,.,"`^^ ...�""""",M,�."..""..- �..•.....' STUBOUT AND PLUG 4 "` , SILT FENCE (TYP) + S89'30 3 4 7.80 LP 9 24PR N89 40 4 � 142. ° CONS 4 /LE ° R CURB & GUn•', INSTALL FDOT APPROVED INLET PROTECTION ATLANTIC BOULEVARD (STATE ROAD NO. 10) RIGHT OF WAY VARIES PER FDOT R/W 7RANSffR MAP SECflAN 72100 6x (663) INSTALL FDOT APPROVED INLET PROTECTION W SILT FENCING AND OTHER SEDIMENT CONTROLS SHALL BE PLACED IN AREAS EXISnNG N. WHERE OFFSITE DISCHARGE OF SEDIMENT MAY FIRE HYDRANT OCCUR. THE CONTRACTOR MAY ADJUST AND Z LIMIT THE LOCATION OF SILT FENCING TO �C ONLY THOSE AREAS IN WHICH THESE CONDITIONS MAY OCCUR IN ACCORDANCE WITH THEIR OWN SWPPP, AS PREPARED IN THEIR NPDES PERMIT APPLICATION. E S 20 0 10 20 " ., 21/2" MIN. DIA. WOOD -STEEL 1.33 6' MAX SCALE IN FEET . I LBS/FT. MIN) �-� 01 ❑ ❑ ❑❑_ 13---� TO PREVENT PIPING � II I11 p _„ ❑ 13I ((I I I I I I FILTERED 1 ❑ ❑ �- RUNOFF WATER WITH SEDIMENT 0111. I 1 I I WATER �1 �I�11 til�lill 14} •''•' STRAW BALES STAKED WITH 2 STAKES PER BALE BLOCK AND GRAVEL DROP SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT ) WERE ARE TYPICAL. TrHHEET OR METHOD SHALL NOLAND FLOWS TNOT EXCEEDING APPLY TO INLETSSRECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. DROP INLET SEDIMENT FILTER DETAIL NOT TO SCALE FILTER FABRIC (IN CONFORMANCE' SEC. 985 FDOT Srm,.) OPTIONAL POST POSITIONS PRINCIPLE POST POSITION COUNTER 200 TOWARD FLOW TYPE III SILT FENCE DETAIL. NOT ,oSCALE STORMWATER POLLUTION PREVENTION PLAN (SWPPP): 1. THESE PLANS INDICATE THE MINIMUM EROSION & SEDIMENT CONTROL MEASURES REQUIRED FOR THIS PROJECT. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL -A GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.D.E.P.) CHAPTER 6. THE CONTRACTOR SHALL PROVIDE EROSION PROTECTION AND TURBIDITY CONTROL AS REQUIRED TO INSURE CONFORMANCE TO STATE AND FEDERAL WATER QUALITY STANDARDS AND MAY NEED TO INSTALL ADDITIONAL CONTROLS TO CONFORM TO AGENCIES REQUIREMENTS. IF A WATER QUALITY VIOLATION OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ALL DAMAGE AND ALL COSTS WHICH MAY RESULT INCLUDING LEGAL FEES, CONSULTANT FEES, CONSTRUCTION COSTS AND FINES. 2. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT SPECIFICATIONS AND CRITERIA. 3. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD AND/OR GRASS PER COUNTY STANDARDS AND MEETING THE N.P.D.E.S. FINAL STABILIZATION REQUIREMENTS. 5. IF DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE PERMIT (C.U.P.) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO OBTAIN THE PERMIT THROUGH THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. 6. PRIOR TO COMMENCEMENT OF CONSTRUCTION AND EXCAVATION ACTIVITIES, THE CONTRACTOR SHALL PERFORM GROUNDWATER TESTING IN ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY FEDERAL REGISTER, PAGE 42739, PART 1A.3, TO DETERMINE PETROLEUM CONTAMINATION LEVELS. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING N.P.D.E.S. PERMIT, IF REQUIRED, IN ORDER TO DISCHARGE ANY GROUNDWATER ENCOUNTERED DURING CONSTRUCTION AND DEWATERING OPERATIONS. 7. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR WILL SUBMIT A "NOTICE OF INTENT' TO THE FDEP IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM RULES AND REGULATIONS. 8. THE CONTRACTOR SHALL PROTECT STORM SEWER GRATES TO PREVENT SEDIMENTATION OF THE STORM SEWER SYSTEM. CONTRACTOR SHALL MAINTAIN A SEDIMENT BARRIER UNTIL THE DISTURBED AREAS ARE STABILIZED. HOWEVER, THIS NOTE SHALL NOT SUPERSEDE THE REQUIREMENT TO PREVENT ONSITE FLOODING DUE TO GRATE INFLOW LIMITATIONS. 9. THE CONTRACTOR SHALL PROTECT ALL STORMWATER BASINS AND/OR SWALES FROM SEDIMENTATION DURING CONSTRUCTION. 10. IN THE EVENT OF DELAYS IN CONSTRUCTION, THE CONTRACTOR SHALL SEED OR SOD ALL AREAS AND MAINTAIN EROSION CONTROL BARRIERS IN PLACE TO PREVENT EROSION, SILTATION AND AND INCREASED RUNOFF. 11. THE CONTRACTOR MUST MAINTAIN THE STORM DRAINAGE SYSTEM DURING CONSTRUCTION TO PREVENT FLOODING OF SURFACE AREAS WHILE MINIMIZING SEDIMENTATION DOWNSTREAM. 12. THESE NOTES COMBINED WITH THE DIRECTION GIVEN ON THE PAVING AND DRAINAGE PLAN SHALL CONSTITUTE THE RECOMMENDED SWPPP. ADDITIONAL MEASURES MAY BE REQUIRED BASED ON FIELD CONDITIONS DURING CONSTRUCTION. Construction Sequence - The project will be built in this general order; 1. Survey stake out of clearing and demo limits. 2. Construct silt fences, tree protection barricades and erosion control measures. 3. Clearing of development areas. 4. Rough grading of site. 5. Underground utility installation and new building construction. 6. Fine grading for pavement, swales and landscaping. 9. Final paving and landscaping. 10. Final inspections and approval. 11. Remove sediment barriers when all disturbed areas are stabilized with vegetation. con J M J F - Re Z 0 Ld 0� 0 Z of t1j 0 J LL- Z U ®� as a O M = 1�•� V Q m v Q U m co W In Z Q z W V (L N :!s Z U �It� x Wa W LL - Y O n' Ix M W W U I F- LLJ CL a 3 W N � O a Z F - Re Z 0 Ld 0� 0 Z ���11I11111/�/� o A A¢� U AB iii SHEET No• 5 • ST moi,, �,,FC pR� , ; ♦``.s .56819 0 of 0 Q N_ to o NO N ®� as a O O111.: W n •U U Q �w G� m co W In Z Z 1 w V (L N Z U �It� x Wa W LL - Y O n' Ix M W w U I U cD � a N N � O a Z O ���11I11111/�/� o A A¢� U AB iii SHEET No• 5 • ST moi,, �,,FC pR� , ; ♦``.s .56819 0 ®� U Z w z U P a H a ���11I11111/�/� o A A¢� U AB iii SHEET No• 5 • ST moi,, �,,FC pR� , ; ♦``.s .56819 0 1100, � 2 STORY METAL BUILDING � Ivy 14 -Tj (09 60 CE - O 22' O � � IN CH - z ` J 28'M - 28' MAPLE O CP - 13' CA55AGcE PALM C11 PI - 24' PINE v LLO - 15' LAUREL OAK 24' LO - 24' LIVE OAK ' v LL •D ..p 4 U v � v W Ro.0 U Zm ll�Il 60 CE - O 22' PN - 22' PECAN IN CH - n 28'M - 28' MAPLE 13' CP - 13' CA55AGcE PALM 24' PI - 16) GP K IS' CP v ljl -12� 13' GP �f3 • �l 32 11GE 8' PINE 18' GP11 • 15 GE I • 4' ELM 14' CE 14 , lrom GE I Cil me's mllllm� 68 14' GE TREE KEY TREE BARRICADE SEE SHEET L-3 FOR TREE MITIGATION TA5UL AT I ONS 14' CE - 14' CEDAR 22' PN - 22' PECAN IN CH - 7' WILD CHERRY 28'M - 28' MAPLE 13' CP - 13' CA55AGcE PALM 24' PI - 24' PINE 15' LLO - 15' LAUREL OAK 24' LO - 24' LIVE OAK e f '9L FAR n Mll 2 STORY METAL BUILDING o SILT FENCE AROUND PERIPHERY OF PROPERTY, TYF. N00 29 03 W 289.76 V V V V V Nv/ 22' 61 28' M TREE TO 5E REMOVED, TyP. GREENHOUSE (63'x 108') 6800 SF± FFE = 9.50 SILT FENCE AROUND PERIPHERY OF PROPERTY, TYP. 63 14' M 64 9' LLO a -X X X _ N00°2 ?'0.3"W 291.78' -pp FM 24 F- .. 2 4 FM (£'68 'fid `BZOy /I 8'0) 1N3lN3Sb'.3 ,OZ TREE BARRICADE �i56 51 9' M • 8' TUPELO TREE 5ARRICADE 24' PI 55 �3 121,12' LO 1-149 24' LO 1� 23" LO Js (2) 3 PODOCARPUS/-rl-rcpH 54 26' PI 41 26' M 5O 22' PI 48 0 LLO 4'3 22' CP �1 16' CP 13 14' CP 117 $' CP 14 6', IN M 12 14 CP 22 20' LLO 21 IN LSO 23 IS' LLO 161, 21 LO 12' LO 10 6' LO 3 15' LO S 14' GP 14' LLO � 36' LO 3J. 16' L PRoPosED RETENTION POND 35 13' CP 33 12' CP 16' LL 4 L 2 ' LO 25 I ��• cP 24' LLO 2 4 26 8' CH 3 c� CJ o44 18 PI 241 PI1 1� C a 1 ro' cP 6' LLO a •0 a (000;1• D Qp - XX X X X LLO 43O . �j L(-14 9' CP 2 i�� g LLO rp LLO 1� CP �► FM 24 24 FM 24 X FM X X X X X EUT+4ENIGS STUD 10 34 � 29' LLO � S04333 7483 kalimorescomcastnet 3 c� CJ o44 18 PI 241 PI1 1� C a 1 ro' cP 6' LLO a •0 a (000;1• D Qp - XX X X X LLO 43O . �j L(-14 9' CP 2 i�� g LLO rp LLO 1� CP �► FM 24 24 FM 24 X FM X X X X X EUT+4ENIGS STUD 10 LAND ARCHITECTURE COMMUNITY PLANNING URBAN DESIGN S04333 7483 kalimorescomcastnet FLORIDA QCs. N0. 1160 GEORGIA REG. NO. 668 SEAL LL U v � v W U Zm ll�Il z � u z U 4 Q SHEET TITLE TREE REMOVAL 4 MITIGATION PLAN DATE ISSUED JUNE II, 2014 VISIONS SCALE I' = 10' NORTI-I SHEET 60 4 I 00 Co I o C I 25 -Lc - 50-51=j CE 36 -5f=J D -CS- 2i -LJ 4 -WR 25 -LJ 4 -WR i 2 STORY METAL BUILDING .32 "GE 1-av 41 -VO O COQUINA / CRUSHED CONCRETE VUA Po P) , , FM 24 (f 69 Od 9Z0y /► 0) 1 N3"3S b'3 oz GREENHOUSE (63'x 108') 6800 SF+ FFE = 9.50 9'0 "W 291.78' N00°2 CIO FM 24 N00°29'03"W 289.76' 5o4H I A SOD LINE S' TUPELO ro,000 S1= 5AH I A SOD SOD 20 13' LLO 1- CP 1 -Qv IS � 14' CP 1_Cf= LO COQUINA / CRUSHED CONCRETE VUA o � y 1 -Qv 14' CP 21' LO 12' LO 36' LO 6' LLO 14' LLO 18' LO 14' LO 1 - CP 1a' CP leo' CP X X X X X N lroLLO Ah 9' CP 9' LLO W LLO Ali . 2 4" 2 4" 24 �y FM X FM FM X X X X X .0000 O STUD 10 LAND ARCHITECTURE � n I kel Imoraecomcastnat � O N 50-51=j CE 36 -5f=J D -CS- 2i -LJ 4 -WR 25 -LJ 4 -WR i 2 STORY METAL BUILDING .32 "GE 1-av 41 -VO O COQUINA / CRUSHED CONCRETE VUA Po P) , , FM 24 (f 69 Od 9Z0y /► 0) 1 N3"3S b'3 oz GREENHOUSE (63'x 108') 6800 SF+ FFE = 9.50 9'0 "W 291.78' N00°2 CIO FM 24 N00°29'03"W 289.76' 5o4H I A SOD LINE S' TUPELO ro,000 S1= 5AH I A SOD SOD 20 13' LLO 1- CP 1 -Qv IS � 14' CP 1_Cf= LO COQUINA / CRUSHED CONCRETE VUA o � y 1 -Qv 14' CP 21' LO 12' LO 36' LO 6' LLO 14' LLO 18' LO 14' LO 1 - CP 1a' CP leo' CP X X X X X N lroLLO Ah 9' CP 9' LLO W LLO Ali . 2 4" 2 4" 24 �y FM X FM FM X X X X X .0000 EUTHENIC5 STUD 10 LAND ARCHITECTURE COMMUNITY PLANNING URBAN DESIGN 904 333 1483 kel Imoraecomcastnat FLORIDA RRCs. N0. 1160 CsEOtdsIA REG. NO. 668 N SEAL u LL 1-3 O �" u z rII Q p SHEET TITLE PLANTING PLAN DATE ISSUED JUNE II, 2014 REVISIONS SG,4L,P NORTH SHEET �2 � 3 PROTECTION OF TREES DURING CONSTRUCTION All protected trees, preserved understorg vec� station, and trees retained for tree credit pursuant to Sec. 8.3.0.6.b., sha l?be protected from in jury during any land clearing and construction process in the following manner: A. A temporary barrier shall be constructed to prevent disturbance of the soil a minimum of six (6) feet from the trunk at any point of an areaaqua l to fifty (50) percent of the area within the drip line. TFis barriers shall reman in place throughout construction. 5. The developer shall not cause or allow the cleaning of equipment, storage or disposal of materials or waste materials such as paints, solvents, asphalt, concrete, mortar or ang other material that may endanger the health of trees or vegetation within the drip line of protected tress. C. The protected area shall be maintained at its original rade with no trenching or cutting of ang roots, and there shall be no store e oflill or compaction of soil. In no event shall motorized vehicles or equipment be allowed to park on or traverse that area within the drip line of protected trees, nor shall any dirt or other materials be stored within the barriers. D. No attachment, wires (other than protective guy wires), signs or permits shall be fastened to a tree. E. All clearing and grubbing within protected tree area will be done with hand tools only. F. All root systems outside the protective radius which occur in areas of proposed improvements shall be pruned by a qualified tree surgeon prior to excavation. G. Developers shall post signs governing tree removal. The sign sha I I be not less than two (2) feet bg two (2) feet in size and shall contain the following: PROTECTED TREES ALL TREES MARKED TO BE SAVED ARE PROTECTED BY CITY OF ATLANTIC BEACH LAND DEVELOPMENT CODE. ANY PERSON DAMAGING ANY MARKED TREES WiLL 5E SU5JECT UP TO A FINE OF UP TO $250.00 PER DAY AND A STOP WORK ORDER. H. Standards for protection of trees on disturbed sites are contained in the publication: Tree Protection Manual for 5uilders and Developers, published bg the Florida Department of Agriculture and Consumer Services, Printing Date February 2001 and available through the Florida Department of Agriculture, Division of Forestry. PLANT SCHEDULE COAB COMMERCIAL LOT DEVELOPMENT I TREe � WOO SF TOTAL OT SIZE: 54,230 3F TOTALO. 4' TREES REQUIRED - 1 TREE MiTiGATION CALCULATiONS TOTAL 1:1 L i VE OAK INCHES REMOVED - 38' TOTAL 1:1 L i VE OAK INCHES PROTECTED - 138" TOTAL 1:1 LiVE OAK INCHES PLANTED - 24' TOTAL 3:1 HARDWOOD TREE INCHES REMOVED - 318' TOTAL :1 TREE INCHES REQUIRED - 106' TOTAL :1 TREE INCHES PROTECTED - 318' TOTALALM INCHES REMOVED - 218' TOTAL ALM INCHES PROTECTED - 121' • TREE TO REMAIN E TO BE REMOVED R PALM t0 BE RELOCATED QTY. KEY COMMON NAME 80TAN I CAL NAME SIZE HE IGHT SPREAD URBAN DESIGN REMARKS 3 QV LIVE OAK QUERCUS VIRGINIANA 4'-4 1/2' CAL. 14' - 16' �1'- 8' FU L, STRAIGHT, MATCHING 8 WR WASH iNGTON I A PALM WASH INGTON I A R05USTA 14' CAL 26' OA 1' - C31 FULL, STRAIGHT, NO SOOTS 6 CP CA55AGE PALM SA5AL PALMETTO 14' CAL 14' - 16' 11 - 9 1 NO SOOTS, FAT TRUNK 2 CS CRINUM LILY CRINUM SPECIES 15 -GAL 301- 36' 30' FULL, SPECiMAN, S LEAF MIN. 41 VO SWEET VIBURNUM VIBURNUM ODORATiSSiUM 3 -GAL 24'- 30' l8' FULL 56 LJ GLOSSY LIGUSTRUM LIGUSTRUM JAPONICA 3 -GAL 24' 16" U z cA FULL 86 BPJ BLUE PACIFIC JUNIPER JUNiPERUS CHINENSIS 'BLUE PACIFIC 3 -GAL 241-301 18" FULL 10 MC MUHLY GRASS MUHLEN5ERGIA CAPILLARIS 1 -GAL 12" - 14' S'" FULL 43 LC YELLOW LANTANA LANTANA CAMARA 1 -GAL 8' - 10' 12' MITIGATION FULL DATE ISSUED JUNE 11, 201 REvisioris -loco OF SOD BAHiA GRASS PASPALUM NOTATUM 16' x 24' SHEET FRESH D _ VEGETATIVE HEAD, 1' - 8' 4 CANES, 5' CLEAR TRUNK SAUCER FOR WATERING, APPLY 'INESTRAW MULCH MIX, TAMP AND WATER 'LACE „ ACTED PLANT MIX MULTI—TRUNiG TREE PLANTING DETAIL NTS REMOVE ALL CONSTRUCTION DEBRIS FROM PLANT BED PROVIDE POSITIVE DRAINAGE ESTRAW MULCH NT AT LEVEL GRADE SPECIFIED PLANT MIX ROTO -TILLED INTO SOiL LISTING TOPSOIL FREE OF LIMEROCK AND DEBRIS GROUNDCOVER PLANTING DETAIL FLAGG I1` CONTRACTOR TO BE AWARE OF POSSIBLE UTILITIES IN AREA CALL FOR LOCATES BEFORE DIGGING TREE PLANTING DETAIL NTS CENTRAL LEADER FULL CANOPY WITH STRAIGHT TRUNK FOR TREES 2'+ CALIBER STAKE TREE W/ 12 GA. WiRE,AND HOSE 120 AROUND TREE WITH =.T. WOOD, 2 X 4 STAKES 4' PiNESTRAW MULCH -EARTHEN DISH TO HOLD WATER NSTALL PLANT AT LEVEL GRADE SPECIFIED PLANT MIX TAMP AND WATER iN TO REMOVE AIRPOCKETS EXISTING TOPSOIL FREE OF LIMEROCK AND DEBRIS NTS REMOVE VINES AND DEAD WOOD FROM TREE. REMOVE SUCKERS, BROKEN AND MISSHAPENED LIMBS TO 12'. ERCT WOODEN OR EROSION NET TREE BARRICADE, 42' HT. AROUND ENTIRE TREE DRIPLINE DO NOT DISTURB GRADE WITHIN DRIPLINE DO NOT STORE MATERIALS DEBRIS, OR DISTURB SOIL WITHIN DRIPLINE OF TSE 2 X 4 FENCE POST, b' O.C. W/ I X 4 RAILING, AS SHOWN NOTE= 10=11= 8AMCADM AM TO IMMUIN MTACT TWROUCiFI= 0ONbT1l =MCN EXISTING TREE PROTECTION BARRICADE NTS CABBAGE PALMS UNDER 16' CT DO NOT NEED CA5L iNG OR STAYS CONTRACTOR TO BE AWARE OF POSS15LE UTILITIES IN AREA CALL FOR LOCATES BEFORE DIGGING PALM PLANTING DETAIL TIE FRONDS VERTICALLY, REMOVE FRUIT PODS REMOVE 1/2 FRONDS, CLEAN-UP FROND BASES UNIFORMLY CLEANED -UP 500T SCARS ON TRUNK (3) 3/8" STEEL CABLE W/ HOSE WRAP, TURNBUCKLE AND M051LE-HOME ANCHOR, 4' DEPTH a 120• SPREAD 4' HIGH SAUCER W/ 4' PiNESTRAW MULCH RAISED GRADE WHERE POSSIBLE 5ACKFILL MIX AS SPECIFIED. TAMP AND WATER INTO PLACE SET ROOT5ALL ON UNDISTURBED SOiL. MIN. 30' ROOT5ALL DIAMETER. REMOVE ALL CONSTRUCTION DEBRIS FROM PLANT BED PROVIDE POSITIVE DRAINAGE NTS PLANT AT LEVEL GRADE 3' PiNESTRAW MULCH TAMP AND WATER iN THOROUGHLY TO REMOVE AIR POCKETS SPECIFIED PLANT MIX ROTO -TILLED INTO SOIL EXISTING TOPSOIL FREE OF LIMEROCK AND DEBRIS SHizUB PLANTING DETAIL NTS 1 EUTI—IENIG5 STUD 10 LANA ARCHITECTURE COMMUNITY PLANNING URBAN DESIGN 904 246 6219 904 241 8382 fax kallmoreecomcastnat FLORIDA QCs. N0. 1160 CsEORiCsI IACs. NO. 668 SEAL LL / O Q U N W (L U w U z cA u Q SHEET TITLE PLANTING DETAILS TREE MITIGATION TABLES DATE ISSUED JUNE 11, 201 REvisioris SCALE 20' 0 NORTH SHEET