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1175 ATLANTIC BLVD - FIRE REVISED SET OF DRAWINGSSITE DEVELOPMENT r9loyink, PLANS F I � Of EA H RBA MA,l M,, L, 4 B C U N WEST 1st STREET, ATLANTIC B�A,CH, FL 32233 RE#9so 170709-0000 RE#9s: 170710-0000 RE# 9 s: 170712-0000 WEST 1st STREET BEACH, FL ATLANTIC 32233 VICINITY MAP J 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 x Z W O Q Q U QLL- rUil U po 1-7 *1. eDkL ca a efiz AbBEY, F.E. I MOST 0 l< con N O U z O hal � J F+1 N N (/) � Of � w x � L¢i O O N = x Z W O Q Q U QLL- rUil U po U o llf L -W U Z a o Li W M cep w� W � � w of UJ Ld U >0) U) z 0 U) w 0 0 W N 5157.p N O z O U Q N � � w x O O O N = x N M � W O Q Q U QLL- rUil SHEET po o llf L -W U U W M cep w� W � � W N U >0) � X wQ wLL- Y Oil � M W U� (^ I.0- O N N O O W z O S CL 5157.p d' U o � � O �n x W O Q Q U rUil SHEET 1 5157.p BLOCK 10 I (u) — — — — — — — — — — — — (6.6) (8.3) (8.9) (7.4) Q„ (80) (} (7.5) I � 7 (5.83) ASPHALT (8.6) (7 9) CONC. (8.2) FOUNDA AON O V PRE -B 0.64 AC (6.28) 29.6' 9' (8.31) I 24" X X X N I "i I x � I I MX i 2.1' X X 94 BLOCK 14 N 0 I i Ltj W P.C.P. N � 2 U P.R.M. m R.L.S.Registered 95' 32'\ X o Point of Beginning Lr) 1 7.6' 17.9' N I �O Cp o EQUIP Equipment P. T. Z(9.5) X (7.7) N Poin t of Reverse Curvature ROOF Cable Television P.1. OVER WW2 OHL l9•) DiRT o o 0 I (F. M.) Field Measured O.R. V. N (7.5) STEPS Radius equals D.B. 36.4' 25.5' L= Arc Lenth equals Pg. y Ch.= oIX (72) Building Restriction Line ro �; N N UnLITY (71) X X X POLE & ANCHOR Iron Pip e 0 O (6.7) 6'9) 1010 WW4 LP N89 °40'45 "W 142.73' � CONC. S/W W N C I d d - O N lNL£T O 2' CURB & GUTTER (5.83) ASPHALT (8.6) (7 9) CONC. (8.2) FOUNDA AON O V PRE -B 0.64 AC (6.28) 29.6' 9' (8.31) I 24" X X X N I "i I x � I I MX i 2.1' X X 94 BLOCK 14 N 0 I ABBREVIATION Ltj W P.C.P. Permanent Control Point N I P.R.M. z R.L.S.Registered Land Surveyor X o Point of Beginning J.E.A. N I Point of Curvature EQUIP Equipment P. T. Z(9.5) X Air Conditioner P. R. C. Poin t of Reverse Curvature (7.94) Cable Television P.1. Point of intersection OHL l9•) R/W I (F. M.) Field Measured O.R. V. N (8.06) Radius equals D.B. I L= Arc Lenth equals Pg. y Ch.= Chord Bearing& Distance equals 8.52 Building Restriction Line % = Delta or Cenral Angle equals Esm t i I LP. Iron Pip e O I Con c. Concrete � ASPHALT W N C I d d - O N C'4,,, O (8.24) (31.. I (8.46 (8.42) SAWCUT AND REMOVE DRIVEWAY, CURBAND SIDEWALK IN FDOT RIGHT—OF—WAY AS NEEDED NOTE: SOME CONCRETE DEMOLITION HAS ALREADY OCCURRED. MAP SHOWING SURVEY OF BLOCK 11, 12 AND 13, SECTION "H" ATLANTIC BEACH, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DU VAL COUNTY, FLORIDA. LESS AND EXCEPT THOSE PORTIONS OF SAID BLOCK 11) 12 AND 13 LYING WITHIN THE EXISTING RIGHT OF WAY OF ATLANTIC BOULEVARD (STATE ROAD NO. 10) BEING A VARIABLE WIDTH RIGHT OF WAY AS SHOWN ON FLORIDA DEPARTMENT OF TRA NSPOR TA TION RIGHT OF WAY TRANSFER MAP SECTION 72100. SURVEYOR'S NOTES 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: 'Y' as shown on the Federal Emergency Management Agency (F.E.M.A.), National Flood Insurance Program, Flood Insurance Rate Map (FLR.M.) Community—Panel Number 120JlC 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 SUR VEY ABBREVIA TION b.. ABBREVIATION Ltj W P.C.P. Permanent Control Point EXIS77NG FIR£ HYDRANT 1"S Licensed Business P.R.M. z R.L.S.Registered Land Surveyor P.O.B. Point of Beginning NOTE: SOME CONCRETE DEMOLITION HAS ALREADY OCCURRED. MAP SHOWING SURVEY OF BLOCK 11, 12 AND 13, SECTION "H" ATLANTIC BEACH, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DU VAL COUNTY, FLORIDA. LESS AND EXCEPT THOSE PORTIONS OF SAID BLOCK 11) 12 AND 13 LYING WITHIN THE EXISTING RIGHT OF WAY OF ATLANTIC BOULEVARD (STATE ROAD NO. 10) BEING A VARIABLE WIDTH RIGHT OF WAY AS SHOWN ON FLORIDA DEPARTMENT OF TRA NSPOR TA TION RIGHT OF WAY TRANSFER MAP SECTION 72100. SURVEYOR'S NOTES 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: 'Y' as shown on the Federal Emergency Management Agency (F.E.M.A.), National Flood Insurance Program, Flood Insurance Rate Map (FLR.M.) Community—Panel Number 120JlC 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 SUR VEY 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.Registered Land Surveyor P.O.B. Point of Beginning J.E.A. Jacksonville Electric Authority P. C. Point of Curvature EQUIP Equipment P. T. Poin t of Tan gen cy A/C Air Conditioner P. R. C. Poin t of Reverse Curvature C.A. T. V. Cable Television P.1. Point of intersection OHL Overhead Lines R/W Right of Way (F. M.) Field Measured O.R. V. Official Records Volume R= Radius equals D.B. Deed Book L= Arc Lenth equals Pg. page Ch.= Chord Bearing& Distance equals B.R.L. Building Restriction Line % = Delta or Cenral Angle equals Esm t Easem en t LP. Iron Pip e F- cn Con c. Concrete LEGEND O DENOTES CONCRETE MONUMENT X—X DENOTES FENCE 0 DENOTES 1/2" IRON PIPE SET WITH CAP, R. MILLER & ASSOC. DENOTES IRON PIPE FOUND (NOTED) SCALE IN FEET S. N z U 0 U z 0 n Q A� M!. S. N z U 0 U z 0 n Q N A U CO � N U 04 04 N F- D D � Z Q ¢LL- A4 20 M••� Fid m _ 0 2 U W m� wM Q � O Gzl a• N w I<L U>rn U � X p w ¢ 4-04 Y or') F- cn w ryLLJ Q � CL LLJ � W d d - O N S. N w z 0 o O z U 0 z 0 n Q N A U CO � N U 00 N = N F- D D ¢LL- 20 o� LL. w � 0 2 U W m� wM ZI Gzl a• N w I<L U>rn � X w ¢ ww Y or') X M w r\ v� I d d - O N C'4,,, O rn w z 0 o O U z 0 n Q at Q A U N U SHEET 2 I._ W HOSE PATH FROM FIRE HYDRANT TO FURTHEST POINT ON BUILDING = 497 FEET EXIS77NG Q ADJUST MANHOLE TO NEW FIRE HYDRANT PAVEMENT GRADE (EL. 7.50±) MAKE LATERAL CONNECTION TO EXISTING EXIS771VG V ' ' 4' BLACK ALUMINUM PICKET FENCE SEWER MAIN AT INV. EL. 5.05± 5 FIRE HYDRANT SAN. ,� � �-.m..�..�..............�...._ _.._.�_. .. ..�10 X 10 FLARE ®DRIVEWAY WEST 1ST STREET (50' R/W)x 2 F 1,5, ,HDPE " CONNECT TO EXISTING 1" � � - £ � SAN, �� ,� �� 24 WHITE STOP BARB ANr� WATER SERVICE WITH 1" ftw v= i'6, 7) � 36" ST S - RPZ BACKFLOW PREVENTER ELECTRIC DROP _ 10' REAR BUILDING RESTRICTION LINE m.��...W-......�•--�--�---�--- (WITH FREEZE PROTECTION) — �� N W a' 47 6' WOOD FENCE ALONG SIDE PROPERTY LINE BLOCK 10 5' SIDE (15' COMBINED) BUILDING RESTRICTION LINE N W E s 20 0 10 20 CA TV FMN89'30'37'E 190.50' °:, .. VERIFY LOCATION OF SEWER MAINS HOSE PATH FROM FIRE HYDRANT PRIOR TO START OF CONSTRUCTION TO FURTHEST POINT ON BUILDING F . ° = 498 FEET .V07. € ' L8 104 ' ROLLING GATE �: ' , ...• I 25 SIGHT TRIANGLE (TYP.) wrp ° 6" SEWER CLEANOUT I RIGHT OF WAY ri I POLE ANCHOR 20' FRONT BUILDING - RESTRICTION LINE PATH OF WATER U SITE AREA = 1.27 ACRES 55,440 SF C ADJUSTED TO BUILDING AREA = 0.21 ACRES 22' I CONCRETE PAVEMENT AREA = AVOID TREE ROOTS 3,543 SF 6.4% , I 0.34 ACRES �-5SIDE (15' COMBINED) 27.0% TOTAL IMPERVIOUS AND m U BUILDING RESTRICTION LINE 0.64 ACRES 27,773 SF * 50.2% * SJRWMD PERMIT IS BASED ON 32,000 SF OF IMPERVIOUS AREA AT BUILD -OUT. I 6" PVC SEWER POND +n L` t LATERAL ® S=0.6% 3. HANDICAP SPACE (1) 1 1 f 4. SERVICE VEHICLE (1) CRUSHED, I I 1 3 ^—STONE. BLOCK � TOTAL 6.5 7 / SURFACE , I N WL 5.041 a 5' I TOB 8.034 I IIRRIGATION WELL 17' I I UNDERGROUND q -' LP TANK }f M r 1 GATE VALVE LOCK 1 � �3 N -00I 6" CLEANOUT s" STUBOUT --s-- —— — — — — — — I AND PLUG a ' (OPTIONAL) 1.; •r a I I RD 8'J ! FUTURE 5 OCK 14 I - 2' MIN. _,,l METAL 1.OFF r SITE DATA SUMMARY: ZONING: CG REQUIRED BUILDING SETBACKS: FRONT - 20', SIDE - 5' (15' COMBINED), REAR - 10' MAXIMUM BUILDING HEIGHT = 35' SCALE IN FEET ate,, TRAVEL LANE: _ e. BUILDING \ I 12x14 OVERHEAD DOOR '�—ELECTRIC PANEL REAL ESTATE NUMBERS ~.. 5' (64.17'x 40') 2,567 SF± I I _— �' wenn FFNCF ALONG PARKING SPACES PROVIDED 2' CURB & OUTTER EXTENT OF SIDEWALK TO REPLACE BEYOND DRIVEWAY ON J/ 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 DRIVEWAY AND REPLACE WITH 6" WHITE SKIP LINE A TLANTIC BOULEVARD (STATE ROAD RIGHT OF WAY VARIES PER FDOT R/W TRANSFER MAP 10) f 72100 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. PARKING CALCULATION 170709-0000, 170710-0000, 170712-0000 7 U SITE AREA = 1.27 ACRES 55,440 SF 100% BUILDING AREA = 0.21 ACRES 9,237 SF 16.7% , CONCRETE PAVEMENT AREA = 0.08 ACRES 3,543 SF 6.4% , CRUSHED STONE AREA = 0.34 ACRES 14,953 SF 27.0% TOTAL IMPERVIOUS AND m U SEMI -IMPERVIOUS AREA = 0.64 ACRES 27,773 SF * 50.2% * SJRWMD PERMIT IS BASED ON 32,000 SF OF IMPERVIOUS AREA AT BUILD -OUT. 1 SPACE / 400 SF (1,000 SF) ate,, TRAVEL LANE: _ e. BUILDING \ I 12x14 OVERHEAD DOOR '�—ELECTRIC PANEL REAL ESTATE NUMBERS ~.. 5' (64.17'x 40') 2,567 SF± I I _— �' wenn FFNCF ALONG PARKING SPACES PROVIDED 2' CURB & OUTTER EXTENT OF SIDEWALK TO REPLACE BEYOND DRIVEWAY ON J/ 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 DRIVEWAY AND REPLACE WITH 6" WHITE SKIP LINE A TLANTIC BOULEVARD (STATE ROAD RIGHT OF WAY VARIES PER FDOT R/W TRANSFER MAP 10) f 72100 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. PARKING CALCULATION 170709-0000, 170710-0000, 170712-0000 7 ADA RAMP DETALS SCALE: V'=10' ' WIDE ETECTABLE DARNING a U U M J (V d REQUIRED 04 ul r T O PROVIDED 1. GREENHOUSE/ WAREHOUSE 2 y 2 1 SPACE/ EA 2 EMPLOYEES AT PEAK SHIFT (4 EMPLOYEES) M = v � m U 2. OFFICE / RETAIL 2.5 3 1 SPACE / 400 SF (1,000 SF) o +n L` t 3. HANDICAP SPACE (1) 1 1 w 4. SERVICE VEHICLE (1) 1 1 TOTAL 6.5 7 ADA RAMP DETALS SCALE: V'=10' ' WIDE ETECTABLE DARNING a U U M J (V d 04 ul r T O ^ , Pq z A LL y U vs M = v � m U � w o +n L` W o � w L� Q o ��°L w w coFr 04 O cV F M � Q ¢w 00 U OJ H wui w _ 0 U w w� M co LJ Z O M W a- N Li z� � X wa w LL_ Y_ OM of M W U � I � n � d - O (V cV r. O O .. li.J z O EL Lo to Lo I I PO 04 CL4 Ln ¢ r� _ to N CC � � �- t7 0 Co � r N N N OD CL CL a a a n- aaaaCLa o a U W OO U z 0 Z w W � O W �M N qt (n W Q_ d W ,�3+, N (n 0 W to O N p Q uj Z O¢ O C � C9 Q N f- Z m Z Z C7 Li C:) 5 0 > = O -Y U OO W Lv = p U O Q of 0 H ¢ lL W n- -� W ¢ CL O G) gg vi N Z Z Cv N ZO =c9 N U 0 > Z a¢ 2 Q W 0 J M O m J W W (� W _ LL_ U d. (n J CD m W W O Cl D O O C C O G Q. N W N N N N N = W W W cs ��Ncn R � C �- 0 Z N � � 1,0 I� OO 07 SHEET j U d PP o Q Pq z A PP A U y U vs SHEET j 3' CENTERED FILTER WRAP AT RCP JOINT NOT TO SCALE W CONTINUE CROSS—SLOPE REGRADE 100 LF f OF V—BOTTOM SWALE WITH 2:1 SS TO MATCH EXISTING. SOD ALL DISTURBED AREAS 1.39'.± RCP WITH LIMEROCK BACKFILL " CONC. DRIVEWAY SECTION C -C NOT TO SCALE SECTION D -D NOT TO SCALE 'OUT (SEE _CTURAL PLANS CATIONS) 8" PVC TO STORM DRAIN V EXIS77NG FIRE HYDRANT Aq all ST 1ST STREET (50'W) (6,24) (6,32) . . t� ............. y, - —} ---------------------- 47 u 4.8 _,.._ ISP USE EXISTING CONCRETE MITERED END SECTIONS IF SUITABLE L? 45LF-15"RCP WITH LIMEROCK BACKFILL TO (7,4) TO BOTTOM OF all \, DRIVEWAY SLAB. WRAP -W >_: - JOINTS PER DETAIL. rOP=(Z 12 r ST -7 ST -9 SAN, wv=(6.45) . ; o MES MES MES INV. EL. 4.90 f C? 24' D616X..,w.0}`8"v. ', .""'""'.""r.'.$ 'x Y'}3�,�.»_....7"E �.q .50' L a �� &50 /,n 4��O� 6.30 A ................... m ITEMPORARY 511 DS. DIRECT ROOF RUNOFF TYPE "" INLET Co F TOWARD POND 2 CON INER TOP EL.. 8.30 a ' 960 DS REFER TO PLUMBING PLANS FOR INV. EL: 4.20. ROOF DRAINS AND TRENCH DRAIN TO G -- °� Os PIPING UNDER SLAB 3 (32' _ 4O') } D.A. 2 » STRUCTURE LEGEND R PVC 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. FLOWLI ELEV. = EXISTING ROADWA Awww J MATCH DRIVEWAY * NOTE: FLOWLINE ELEVATIONS BETWEEN INLETS SLOPE TO BE SLOPED CONTINUOUSLY FROM UPSTREAM TO DOWNSTREAM TO MATCH EXISTING GRADES SECTION A -A NOT TO SCALE A TLANTIBOULEVARD (STATE ROAD NO. 10) RIGHT OF WAY ARIES PER FDOT R/W 7RANSFER MAP SEC77ON 72100 -SIDEWALK FOLLOWS BACK OF CURB ELEVATION -12:1 SS RAMP SECTION (6 FT TYP.) (MAX.) -5 FT "BOTTOM" LANDING AREA I TOP EL 8.00 — FIBERGLASS SKIMMER 6" WEIR EL 6.30— BOTTOM OF SKIMMER 5.80— NWL 5.00 w 6" PVC TEE AND -----18" DIA. OUTFALL CONTROL STRUCTURE MODIFIED TYPE "C" INLET 4 1 12" COVER le HDPE I U I BLEED DOWN ORIFICE— SUMP BOT. = 4.00 U WITH THREADED CAPS sJ1 GROUT SUMP FULL FRONT VIEW NOT 4 !� SIDE VIEW Nor TO SCALE 18"x48"x4" CONCRETE NOT TO SCALE PAD UNDER ORIFICE POND OUTFALL CONTROL STRUCTURE R/W " " X00 X6.00 12" HDPE ~ 12" HDPE MITERED END -/4" CONCRETE SECTION DITCH PAVING MITERED END SIDE VIEW SECTION NOT TO SCALE TOP VIEW NOT TO SCALE POND OUTFALL DITCH PAVING SCALE IN FEET 4" CONCRETE DITCH PAVING con 4J M INV. EL. 4. rn &60 Q Z O w =u.�-ro (TYP.) I I LJ :Z L.J r U M M (0 Fr I N N o Emu- S m >) Q a w a �. 20 S 77 IDS ; N QD4U L ¢ UGA .0 = Rp 611 '" h C/.) ' 9M, D..16 ROOF DRAINS TO n U77E a' co STUBOUT AND PLUG '. t � �. p e.5a . : 8" PVC (TYP.) I 6"C.O. INV 5.00t ,�� r°� POLE .'k4't�i3&' a-� 0 p 3� a .• &2D .. ° d. • , ' ° .a 7•ao rn 6' CURB TRANSITION TO FLUSHe M ZEE O M M w w '01 G BEY, GiBBEY, Y O f. w J 0.568.1, U � °, a O x N91, N89'40'45 "W 142.73' •. s. a + . S89 °30 36 47.80 Lp . Z Ofd. / UJ 5* d � (5,49) 2' CAIS &x >f'? r s . 610 U O 6.SOt 6.30 C.D� W A 6.60INSTALL FD T DROP CURB CURB TRANSITION APPROVED INLET PROTECTION FLOW LINE TO FLUSH INSTALL FDOT FLOW LINE ELEV. = 6.00 FLOW LINE APPROVED INLET CURB TRANSITION TO FLUSH ZO ELEV. = 5.70± 6.10 (JJ d W ELEV. = 6.18t PROTECTION A TLANTIBOULEVARD (STATE ROAD NO. 10) RIGHT OF WAY ARIES PER FDOT R/W 7RANSFER MAP SEC77ON 72100 -SIDEWALK FOLLOWS BACK OF CURB ELEVATION -12:1 SS RAMP SECTION (6 FT TYP.) (MAX.) -5 FT "BOTTOM" LANDING AREA I TOP EL 8.00 — FIBERGLASS SKIMMER 6" WEIR EL 6.30— BOTTOM OF SKIMMER 5.80— NWL 5.00 w 6" PVC TEE AND -----18" DIA. OUTFALL CONTROL STRUCTURE MODIFIED TYPE "C" INLET 4 1 12" COVER le HDPE I U I BLEED DOWN ORIFICE— SUMP BOT. = 4.00 U WITH THREADED CAPS sJ1 GROUT SUMP FULL FRONT VIEW NOT 4 !� SIDE VIEW Nor TO SCALE 18"x48"x4" CONCRETE NOT TO SCALE PAD UNDER ORIFICE POND OUTFALL CONTROL STRUCTURE R/W " " X00 X6.00 12" HDPE ~ 12" HDPE MITERED END -/4" CONCRETE SECTION DITCH PAVING MITERED END SIDE VIEW SECTION NOT TO SCALE TOP VIEW NOT TO SCALE POND OUTFALL DITCH PAVING SCALE IN FEET 4" CONCRETE DITCH PAVING con 4J U -)U1 rn M CV Q Z O w � w I LJ :Z L.J r U M M (0 Fr I N N o � S m >) Q a w a U � 20 I Of �W N QD4U L ¢ UGA .0 = C/.) U E n co W(0� ILIm '. t LiUJw ZM o , I W a-� 4J 4J U -)U1 rn Q Z O Q F U1 I Q � LIJ N_ I I (0 Fr I N N o PO M � N >) Q a w M _ 20 I Of �W N QD4U Li w I UGA .0 = C/.) U CV � 00 co W(0� ILIm '. t ZM o , I W a-� ® r wN Z U rn m M ZEE O M M w w M G BEY, GiBBEY, Y O w J 0.568.1, U � O N 4J 4J U -)U1 Q Q• Q Ul U1 I I � LIJ I I I I I o PO cC C*4 N ¢ M _ z I I N O O I UGA � �` N N CV � 00 co vvi o- CD o , ® r } N W m M M M M M M G BEY, GiBBEY, 0.568.1, Z UJ � U O C.D� W z U ZO (JJ d W U U O J W W Q m N i/1 Wr 3 Lou NLr_ vi 0 W Z N O D: Q Z O< O Ul o ¢ in o 3 = Ld ? Q5 oUo v�c;~oY a Q WJ O En N Z � W �. �j' Q' Y J ZQ = LD Cn � _ U LLJ W z Z 9 Cr O 0: aL)CLa J 0: C4i m O] W cn�� W CL 0000000a U) � N ((n SN (Wn Cnn V)U)V)(WPW Z Nr7d Ir -1001a o U Pq u o � W Z H z 11tIIlFI/ Q A UGA �` N O vvi o- SHEET o , ® r 5- G BEY, GiBBEY, 0.568.1, METER BOX & COVER PAVEMENT CURB CORPORATION STOP REQUIRED ON ALL 10" IN. CURB STOP CONNECTION TO BE 30" MIN. WATER MAIN CONNECTIONS AND SERVICES MADE BY PLUMBER REGARDLESS OF SZE. METER PVC (SCH40) UNDISTURBED SOIL O 22.8' SET METER ON UNDISTUOR SOIL RBED DISTRIBUTION MAIN COMPACTED NOTES: 1) METER TO BE LOCATED IN THE STREET RIGHT—OF-WAY, TWO FEET OUTSIDE OF THE PROPERTY UNE AND TWO FEET INSIDE OF THE PROLONGATION OF ONE OF THE SIDE PROPERTY UNES. 2) LOCATING WIRING & WARNING TAPE REQUIRED ON SERVICES ✓k WATER MAINS. SEE SHT. 7 3) NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF DIRECTED OTHERMSE BY THE ENGINEER. SERVICE METER INSTALLATION N.T.S. FILL VOID AREAS WITH PRECAST MANHOLE ::�;; NON -SHRINK GROUT BASE MANHOLE INVERT ............... . GRAVITY SEWER PIPE PVC SAND SLEEVE/COUPLING (SAME SDR AS PIPE) PVC SAND SLEEVE 3MI MIN. I � ( E TH VARIES 38" MIN. UNDER PAVING I - FULL LENGTH OF EXOSTING UTILITY PIPE 6t-ll� APES SEE NOTES 1 LENGTH REQUIRED AS PER MANUFACTURER_ ' 1 1-1 1 1=1 ' . MIN. HORIZONTAL LENGTH REQUIRED AS PER NOTES: 1. IF EXISTING UTILITY PIPE IS A WATER MAIN 6—INCHES OF SEPARATION IS REQUIRED. 2. IF EXISTING UTILITY PIPE IS A FORCE MAIN, SANITARY SEWER, RECLAIMED WATER MAIN OR STORM SEVER, 18 INCHES OF SEPARATION IS REQUIRED. IF THIS IS IMPRACTICAL AND EXISTING U11UTY MAIN IS C900, C� OR D.I. PIPE, SEPARATION CAN BE REDUCED TO 6—INCHES A FULL LENGTH OF PIPE SHALL BE CENTERED UNDER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL CROSSINGS. 3. LOCATING WIRING REQUIRED. SEE SHT. 7. ADJ. UNDER EXIST. UTILITIES (PIPE DEFLECTION) N.T.S. 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" 181' PVC/HDPE �i Z m WATER -PROOFING MATERIAL PER 16" 22" PVC/HDPE 20" 26" PVC/HDPE 24" 30" PVC/HDPE 30" 36" PVC/HDPE 36" 42" PVC/HDPE 42" 48" PVC/HDPE r -FINAL BACKFILL = TIE i�_3E i III°t 3II s I'I z I I I II I I €3 E 111 IEI£I' (° 1W I I , Lo z_ o -~zW W 1 3 7I ' i t E 3 I= �' € 1 i..,,..�t�""' l[ � 1 3 i I ..fig I � I "" E; 3 € i' I L > W V I III III, II I€u Q €III; oa J } =w ..� m J INITIAL: w SPRINGLINE BAC K FI LL HAUNCH <• 4"-6" BEDDING SUITABLE FOUNDATION €v-� I` FILL AS SPECIFIED HR, HIF = 12" FOR PIPE DIAMETERS UP TO 48" 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 11, OR III MATERIAL) CROWN AND THE FINAL FILL TYP. HDPE PIPE BEDDING DETAIL NOT TO SCALE �- PROPSED WATER WIN sm is TYPE VN ES. FORACTURM JOINT DEFLECTION. PAVING PROPOSED %%M WIN am 3 TTPE VARES LIMEROCK - P COMPACTED TO MIN. 98% MAX. © O O DENSITY PER A.A.S.H.T.O. T180 LIFTS NOT TO EXCEED 6" WHEN O O COMPACTED. O o ^o ~ ~ O d~ w a n n• 5P CENTERED AT CROSSING. SEE NOTES. PATE µ NOTES - EXISTING UTILITY PIPE air � =0 PAVW -MA 7INU A SOX OF MANUFACTURER'S RECOMMENDATION FOR JOINT DEFLECTION. LENGTH REQWRED AS PER MANUFACTURER MIN. HORIZONTAL LENGTH REQUIRED AS PER MANUFACTURER VERTICALLY TO AVOID OBSTRUCTION. I p WN, p ► I TO DEFLECT PIPE VERTICALLY 10 AVOID OBSTRUCTION. NOTES: 1. IF EXISTING U11UTY PIPE IS A WATER MAIN 6—INCHES OF SEPARATION IS REQUIRED. 2. IF EXISTING UTIUTY PIPE IS A FORCE MAIN, SANITARY SERER, RECLAIMED WATER MAIN OR STORM SEWER, 18 INCHES OF SEPARATION IS REQUIRED. IF THIS IS IMPRACTICAL AND EXISTING UTILITY MAIN IS C900, C005 OR D.I. PIPE, SEPARATION CAN BE REDUCED TO 6—INCHES. A FULL LENGTH OF PIPE SHALL BE CENTERED OVER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL CROSSINGS 3. LOCATING WRING REWIRED. SEE SHT. 7. 4. DEPTH OF BURY TO BE 36" MII6AVAA IN PAVED AREAS MEASURED FROM FINISHED GRADE. DEPTH OF BURY TO BE 30" MINIMUM IN UNPAVED AREAS ADJ. OVER EXIST. UTILITIES (PIPE DEFLECTION ) N.T.S. 6" WIDE X 6" THK. CONC. COLLAR SLOPE 4 -SIDES 1111-1111= 1-#4 CONT. —� 6"X6" WYE BRANCH- 6" RANCH- 6" P.V.C. BROOKS 1 -RT SERIES BOX WITH C.I. COVER LABELED "SEWER" U Z FINISHED GRADE N %�I '.'. I I-1111-1111- STD. CLEANOUT COVER W/ THREADED PLUG 1" CONCRETE 6" P.V.C. 45 DEG. EL P.V.C. STOPPER CLEANOUT DETAIL N.T.S. 12" MIN. BOTH SIDES ACCEPTABLE BACKFILL MAT'L COMPACTED TO 98% MAX. DENSITY A.A.S.H.T.O. 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. D-804 CULVERT PLACEMENT WITH LESS THAN 12" COVER NOT TO SCALE 1 2" PRE -CAST CONC. COLLAR z a L z i P4 3" (TYP.) ./4 REINF. BAR (TYP.) FINISHED GRADE — 224C DI fE6" THK CONCR COLLAR VALVE RESTRAINED JOINT UNDISTURBED EARTH N0. 57 STONE NOTES: 1. PRE -CAST CONCRETE COLLAR SHALL BE FLUSH WITH GRADE, AND SHALL BE INCLUDED AS PART OF THE COST OF EACH WATER VALVE. 2. LOCATING WIRING REQUIRED. SEE SHT. 7. VALVE BOX DETAIL N.T.S. REDUCED PRESSURE ZONE ASSEMBLY - BACKFLOW PREVENTER WATTS 9M2 QT SHOWN N.T.S. �, —j N V N � Irl o O Q LL- MANHOLE IS TO BE REFURBISHED AS O Z ° NECESSARY AND SHALL BE GIVEN m ZD o _ TWO COATS OF BITUMINOUS W �i Z m WATER -PROOFING MATERIAL PER N M � SEAL W/ COAL TAR MASTIC OR >NO:`5681' ,,`` JEA STANDARDS w Q PREMOLDED PLASTIC JOINT - 00 DIA OF MANHOLE VARIES w� W li LLJ F- p F— W -U 2 SEALER (2 PLACES PER JOINT) LL J � W ' W mID W I� VARIES W/ MANHOLE DIA SEE S-17 FOR DETAILS W z I<W LU j 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 3:1 3.0 BOTTOM OF POND ELEVATION (-)2.0 10" P-2" Slope To Fit Driveway 2'-0" DRO CURB NOT TO SCALE POND TYPICAL SECTION 11 B -B 11 NOT TO SCALE 4• r-�" 4• I SPECIFICATIONS: 1. BASE SLAB #4 BARS • 9" o.C.E.W. WALLS #4 BARS O 9" O.C.E.W. 2. 4,000 P.S.I. CONCRETE 15" RCP n r -e 11r TOP 21" r -W BOTTOM 15-1/2" 17" 18" RCP 25" 26" 18" CMP 18" 19-1/2" 24" CMP 25" 26" X2" TRANSITION LINE OM TOP TO BOTTOM 2'-1" 6" � m V-6" V-7" g 2'-4" LA 101.ti 6'-10" I 24" 2'-11" CV 6" 5" 4.5" ' 2'-0" 4• r-�" 4• I SPECIFICATIONS: 1. BASE SLAB #4 BARS • 9" o.C.E.W. WALLS #4 BARS O 9" O.C.E.W. 2. 4,000 P.S.I. CONCRETE 15" RCP 20" 21" 15" CMP 15-1/2" 17" 18" RCP 25" 26" 18" CMP 18" 19-1/2" 24" CMP 25" 26" =CAST MITERED END CITY OF N.T.S. PLATE D-429 DRIVEWAY CULVERTS JACKSONVILLE DATE DRAWN 7-12-79 STANDARD REVISED DATE 5-12-94 12" GRID OF PARKING SPACE HANDICAP PARKING SYMBOL NOT TO SCALE c m aO A B C DROP CURB 6" 2"x2"x1/4" L G H PLAN NOTE: CONC. DESIG 8" 2'-0" 8" STRENGTH 4, 00 P.S.I. ►{ 2-1/ " --5-3/4" ---ALL EXPOSE CORNERS AND EDGES TO BE CHAMFERED N4" 2" x 2" x 1/4 ANGLE IRON SEAT co W PIPE MUST NOT BE IN CONSTRUCTION JOINT ;tI MINIMUM BEARING CAPACITY 2000 PSF TYPE ' C' INL #4 @ 12" O.0 B.W. - 8" -GROUTED OR "RAM-NEK" JOINTS WHERE REQUIRED 4 @ 12" O.C. B.W. 5V'A� WfmINLETS TO POURED IP #4 @ 6" O.C. B.W. SECTION ET DETAIL NOT TO SCALE HANDICAP PARKING SIGN POST MOUNTED (TYP.) SIDEWALK IMDTH 'ACC S,SI BL VARIES, SEE PLAN �" ROUTE - 2% �.` 2% 6" WHITE uj � MAX. w � J w w Z Z m00Q J J m 3: d co N g m m c0 ica cLi o 12' 12' 2--I�-`-WHITE BLUE LINE-"-��- WHITE LINE 3 EACH " WHITE LIII 6" DIAGONALS ® 60" 711 6" EQUALLY SPACED GENERAL NOTES: 1. CURB CUTS SHALL HAVE A MAXIMUM RISE OF 8 INCHES. 2. THE MAXIMUM SLOPE FOR A CURB RAMP IS 1:12 OR 8%. 3. SEE GRADING PLAN FOR SPOT ELEVATIONS. 4. ACCESS RAMP AND HANDICAP SYMBOL SHALL BE PAINTED WHITE. HANDICAP SYMBOL SHALL BE 5 FEET HIGH. 5. TOP PORTION OF HANDICAP SIGN SHALL 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 N 12" STABILIZED SUBBASE, LBR 40 CONCRETE PAVEMENT S NOT TO SCALE 7" A B C DROP CURB 6" F G H J K L M N 15" - 18" 2'-7" 2'-1" 6" 6" 6.75" V-6" V-7" 2'-10" 2'-4" 8" 101.ti 6'-10" 7'-0- 24" 2'-11" CV 6" 5" 4.5" ' 2'-0" V-6" V-1" 7.5" 5" 10'-0" 10'-3.5" 30" 3'-6" 3'-2" 6" 6" 5.5" 2'-5" 2'-6.5" V-9" V-5" n 5" 11'-5" 11'-8.25" 70 `h o V-10" 6" 7" O 2'-9" 3'-0" 4'-6" 4'-0" a 6" 14'-0" z O V rn � w z O CI_ or 1'-6" I 6" WHEN PVM'T. SLOPES AWAY FROM CURB ECTION 18" CURB AND GUTTER DETAIL 1/2" MASTIC 1/4" RADIUS HAND TOOLED 1/2" CAULKING PRESSURE TREATED WOOD y EXISTING SIDEWALK\\ -NEW SIDEWALK NOTE: NEW SIDEWALK TO BE FLUSH WITH EXISTING SIDEWALK. CONNECT TO EXISTING SIDEWALK SECTION 4, 41 4,. ee U 4 , 6" REVEAL 4„ VUAiPARKING 6x6 10/10 WWM CV 6" SIDEWALK WITH TURNDOWN SECTION WIDTH AS NOTED 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 4 LB./FT. "U" CHAN. 12" (GALVANIZED) r� I 14" TYR 1-1 iC co 27 32" PARKING BY 00 to M 3-1/2" DISABLED PERMIT FINISHED 00 GRADE POST SECTION OX250 FINE � �� OS 16" MACHINE SCREW R BOLT + c NUT & LOCK SIGN MOUNTING HEIGHT SHALL CONC. I WASHER �I BE 7'-0" ABOVE FINISHED ' i� GRADE TO BOTTOM OF SIGN i SIGN SIGN DETAIL POST 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 A TABLE OF DIMENSIONS TOP VIEW E F G D E NOTES: 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. W[ C O 4 c u� C L oo U- ,, z R1-1 STOP SIGN DETAIL NOT TO SCALE END VIEW E L G _I 1/2" CHAMFE H L CONCRETE: 4,000 P.S.I. STEEL: #4 ® 12" E.W., WITH 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" V-6" V-7" 2'-10" 2'-4" 8" 6" 6'-10" 7'-0- 24" 2'-11" 2'-8" 6" 5" 4.5" V-11" 2'-0" V-6" V-1" 7.5" 5" 10'-0" 10'-3.5" 30" 3'-6" 3'-2" 6" 6" 5.5" 2'-5" 2'-6.5" V-9" V-5" 7" 5" 11'-5" 11'-8.25" 36" 4'-1" V-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 Ir n 1•'1r 1"f ell IP'9P] HEADER CURB DRIVE AREA SECTION NOT TO SCALE 001 N ce) w z 0 o F= c� J ~ I� 0 cV cV � N 2 rte, N I.-_ M Z) LE Q � z W Q cr- ZD Of LL_ w v � U u W m� w� O Q � CL N w Ll pall@tl:/ ^ M-1 I<lkrel U L 40 TT ll � X O UJ Q SHEET 4_1 L` V Cv �Ld D Q w UI ca � 0) O Ni N O V 001 N w z 0 o F= w N W x (DO N 2 N I.-_ M Z) Q Q LL 2 O Q QDO Of LL_ w U = r/1 U u W m� w� O z� W CL N �¢ U-1 z pall@tl:/ O I<lkrel U Ld > C) 40 vUi � X UJ Q SHEET wL1_ Li.l Y O rn Cv W M w UI ca � 0) O Ni N O rn � w z O CI_ o w , Q A z z u O o �¢ pall@tl:/ O A c) U vUi SHEET Li.l Cv L 0) L7 � or � Q: U-1 O Lu _uj N ckf N o U , Q A z z u Pq Ei �¢ pall@tl:/ O A c) U vUi SHEET 4�== A :ROAD WORK AREAS RIGHT LANE CL <i OSED SPEEDING FINES AHEAD INE' DOUBLED 'WHEN WORKERS I PRESENT LA D �ixjj.ije Refiecto!,ized Pave-rneot Markings W rk Aroa C Taper tofmth=l- &U"nr Space t3 T =EN 0 r ROAD WO OAD WORK Device Spacing - See Tapir. I whan Suffer Spare "i,,vW bo artaired due to georrafric qreato-�t atraimqWe length shall he but pot Less thm, 200 ft, For !ateraf Ottlet thm 17, Use Where: t, Length of, taper in fCct W Mdth of latrraf trorsition rn furl 5 = Posted Speed fimit (mpnl DURATION NOTES 3. Tem parary whRe edgefimi may tie ornitn,�rf for wor�, operatiomi �han 3 ddyS, Z For wank oPerations up to approximately 11-7 77fznute5, sign5, device5, arrow hoard, and boffer space of ay' �w omftted JV air of the foHovvinq cokndtlh),15 a, Sowed lirmi i is 45 -rph or less, b, mr, sight to vehjcje�z ap area for di��tjnce .- �proachiirjq the �vvrx equaj to rhe .T,r&fer .spjce and the taper letigth r. VNump and ranvie,viry of the roadway has bperf cen-sidered, d: The riosed fane, is occgipied by a nfa-a;s' 5 at larger, Inedium duty trecktsl evr h a mis'ninwPI gnoS5 weight vehicie rating (61,VVR) of 16,001 th wid, hio-niter' ity, rotaNfjq '� he' Na5hinfj, os,,:Watir�g, or �,troM H-ghts a,�Wvp the cal, i -phi. ano operatiog, 3, For work v,peratiovs up to 60 arrow hoard acid buffer p s " -pace may be cn-,�ifted if corditions a, b, and r iii DURATION lNIOTE 2 ro mv, a,)d vehicter, in the work area hwve high4mensity, rotatirg, Nav?snq, HgWNF operiafing LAST Z, DESCRIPF ION; 2015 MULTILANE, WORI K WITHIN TRIAVEL WAY FQDT MLDIAN OR OUTSIDE LANE 07101109 DESIGN STANDARDS E LWZ��'* WHERE ANY VEHICLE.', EQuIpmEnT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE LANE ADJACENT To EFTHER SHOULDER ANO THE' ,AREA Z OUTSIDE THE EDGE OF TRAVEL WAY, ......... - — - INDEX spim- N 0, NO, con DISTANCE BETWEEN SIGNS GENERAL NOTES Z Speed 1. Work operat"'on-s 5haP, tv m7finwrd to est:,trafrk farm, leaving the acent lane Open to t"'affir A T 9 ........... 4v "rph Or IpsS 200 Job 1 20:0 Z On ur;dl;vidcd wghwaxs me mv�ian Ogils as shown ar", to pe amittel. 45 mph 350 ii 3.50 50 1nph --- 1 6-1 01 � T,5 50� 3. WhIen, Work h� pefforrwd vi�je-� nij7hwam ow, chasine4zino -,,vice- vian is inverted if, the awdian fare on di e Arrow Board Operation DiMatinued And Arrow ffoor4 500 . P 2640 7L 0 1 1000 *55 m h or greater 1 Z —W �ond feNt ranf? cto,5el' and lane endsslgos svb.,�;Mt�fed [or- Me 1-;ght lane Ooseol and iink, end sign.5'. The ROAD WORK I VILE sign otay be v5Pd The Same a pplieF to hwo,,,, bneVvided hi ; vvlimt me rclinwm,,� exreptiInS: as op, alternae to �N-, ROAD WORA AHEAD a, Work shail be conf'jqed wit one median lane, sign and, the RICHT LANE CL 0SED r> AM 6 b, Additiorwl bairrkades, co0es. jw� drumf; shall be olaced ajop,,q the ce.41tertifte abutting the work, ar-a arW 4iQ0 )may be 4;.,;,0w1 as ao altern�lte to the across the tf -ailing ef.4d of nt�e Work are& RIGHT LANE CLOSED AHEAD sigti, lw,aea work or, oodivided highways oi""Ijrq oi'm cpnterhnp. sv +f5 t,; k)8jeyoach on both me:Lldia6 lares, 500' beyomd thc- 40,�90 f1W AIWAD s6 0r Umm inverted prat i5 applied to the eppraach of �'OM roadways miolway b<,twovn. 4L f1j:qf3,5 aqt4 traffiC 1-01trr'i dpvii: es are to bp ato,-Mfied, in a3-mrdance with INTERNITTENT WORK STOPPASE 0- 4t W04 details %'5he&t 2 of .e.) WPWnol w0 i5. being pei-form;erl and the highivay is oinen to :raffle`::. 3, 7'he two dvvif.es ti'Ilrerllly nT front of the wararea :nay be onitted ptowided vehicles: �n the, U) 1&?ofk area have hlqh-jr"Ievsj?y rotakinY fta,,hing, gr strobe lights Operating. SYMOOL's When Paved Shoulders haw"nq a vvidth of 6 ft, 0;' more are closcd, �ha,,,rfeflzing devices shall b(3 u$cld to Lj LL - 005e rhe 'shooMrir M. advimce of the mcrglp�j taper to dr;,"ea veh*War traffi" to remal;rf within the travef Wot'k Area way, See index No. 612 for Ooulder tarm' for?nuifi,95, LLI 7 When a side road irfl-en5ects ttv,'� highwa.1 wither; the TTC zlone, additional 77C devices sh4li be Piac!-�,d in Sign M0� 78"x 16i, 041o.) acr-ordame with '.W her aoaficab?e TCZ Indexes. Ofange fiagkid Type 6 Ught D IS, Ch anveii zing Device i'Sep Index No.. 604) 43 This TCZ plan, less vt appiy whe', work l beirvj performad m the rwddle Fyne( ) or a s,x or more "ane O highi,4ay- See JFlde)r No. 614, wonk Zone .5 i �m z: to J9, C L and Bufferspace 9. Yo r genoral TCZ recuirornents and addWonaj informatlon, refor to hodex No, 600. Advance Warnir�q Arrow Boatd 16 -W ---------------- ........... - whan Suffer Spare "i,,vW bo artaired due to georrafric qreato-�t atraimqWe length shall he but pot Less thm, 200 ft, For !ateraf Ottlet thm 17, Use Where: t, Length of, taper in fCct W Mdth of latrraf trorsition rn furl 5 = Posted Speed fimit (mpnl DURATION NOTES 3. Tem parary whRe edgefimi may tie ornitn,�rf for wor�, operatiomi �han 3 ddyS, Z For wank oPerations up to approximately 11-7 77fznute5, sign5, device5, arrow hoard, and boffer space of ay' �w omftted JV air of the foHovvinq cokndtlh),15 a, Sowed lirmi i is 45 -rph or less, b, mr, sight to vehjcje�z ap area for di��tjnce .- �proachiirjq the �vvrx equaj to rhe .T,r&fer .spjce and the taper letigth r. VNump and ranvie,viry of the roadway has bperf cen-sidered, d: The riosed fane, is occgipied by a nfa-a;s' 5 at larger, Inedium duty trecktsl evr h a mis'ninwPI gnoS5 weight vehicie rating (61,VVR) of 16,001 th wid, hio-niter' ity, rotaNfjq '� he' Na5hinfj, os,,:Watir�g, or �,troM H-ghts a,�Wvp the cal, i -phi. ano operatiog, 3, For work v,peratiovs up to 60 arrow hoard acid buffer p s " -pace may be cn-,�ifted if corditions a, b, and r iii DURATION lNIOTE 2 ro mv, a,)d vehicter, in the work area hwve high4mensity, rotatirg, Nav?snq, HgWNF operiafing LAST Z, DESCRIPF ION; 2015 MULTILANE, WORI K WITHIN TRIAVEL WAY FQDT MLDIAN OR OUTSIDE LANE 07101109 DESIGN STANDARDS E LWZ��'* WHERE ANY VEHICLE.', EQuIpmEnT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE LANE ADJACENT To EFTHER SHOULDER ANO THE' ,AREA Z OUTSIDE THE EDGE OF TRAVEL WAY, ......... - — - INDEX spim- N 0, NO, con Z 0 Z C-4 C-4 -j 0 U) m Of 04 LL - LL- Arrow Board Operation DiMatinued And Arrow ffoor4 m - 00 o SM( Be Removed Or Relocated Outside The Clear Nedian of U-1 Vl fY Zone Or: Be Shielded By A darner Or Crash: Cashion Z: �4 LLJ m LLI Ld M ry I--- GO 6� 0- 4t W04 00 LL- Lj > rn F— U) C=D. j LLI IX Lj LL - 777/77 CL Q AF I MILE Z/ I AV N I 1'FWMM FRA W KIDEE LINE VEN SPEEDING FINESPWOILLANES DOUBLED MEN WORKERS : PRESENT UNEVEN PAVEMENT INTERMITTENT WORK STOPPAGE LANE REOPENED TO TRAFFIC' 20-7:55 11 MULTILANE, WORK W IT14D,4 TRAVEL WAY M$ff� DESIGN: STANDARD5 MEDIAN OR LAWK am AL Z 0 Z 0 U) 04 0 04 rn Arrow Board Operation DiMatinued And Arrow ffoor4 LL - 00 o SM( Be Removed Or Relocated Outside The Clear Nedian of U-1 Vl fY Zone Or: Be Shielded By A darner Or Crash: Cashion �4 LLJ m Ld M Z P 0- 4t W04 Z Lj > rn U) C=D. (f) LLJ < Lj LL - 777/77 y 10 Q C4 LLI U IWAork Area U UI - - -------- D IS, IN m a I D O 0) A z: to J9, C L and Bufferspace END m -W ROAD WORK SHEET 0 ROAD Signs Covered Area . rampararJty Na e / i 'WORK Reopened To TraffIC 2of 2 SPEEDINGFINES ROAD .:'NO. 56819 DOUBLES WORK jMILE WHEN MRKERS Werra orary Pavement MarkIngs PRESENT FPJaced Through Work Are -a And Devices- Relocated Laterally 2' To 4' Outside Edge Of Travel Way. EVEN PAVEMENT AF I MILE Z/ I AV N I 1'FWMM FRA W KIDEE LINE VEN SPEEDING FINESPWOILLANES DOUBLED MEN WORKERS : PRESENT UNEVEN PAVEMENT INTERMITTENT WORK STOPPAGE LANE REOPENED TO TRAFFIC' 20-7:55 11 MULTILANE, WORK W IT14D,4 TRAVEL WAY M$ff� DESIGN: STANDARD5 MEDIAN OR LAWK am AL LLI Z 0 CL Z 0 Z 0 U) 04 0 04 rn LL - 00 o X 0 I,� O U of U-1 Vl fY �4 LLJ m Ld Z Z P 0- 4t W04 Z Lj > rn U) W (f) LLJ < Lj LL - y 10 Of LLI U U UI O C14 04 • It O 0) LLI Z 0 CL U) Z 0 U) > LLJ o U fY O C> LU U) W (f) U LLI Z 0 CL o U C> 0 W U U U SHEET z: to m: W SHEET 0 7 Na e / i 2of 2 .:'NO. 56819 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. , mar , D CEG. NO. 56819,` m N d- rn Z O N_ W X N N � ¢w go � O ww U cn 2 U LLJ W m(0 q w A ZM Z� W �N W w ZIt LTJ O >� � X w ¢ ww Y Oto O w� U I o n d 04 O N C'4. -- z --Z O 0 O W 25 U 0 0 w M En N GENERAL NOTES: �n UTILITY NOTES: d 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE SECTIONS OF 1. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE 26. ALL GATE VALVES SHALL BE UTILITY COMPANY STANDARD. VALVES SHALL BE MECHANICAL CITY OF ATLANTIC BEACH STANDARDS, (LATEST REVISION) AND ALL CURRENT CITY STANDARD DETAILS. r J DRAWINGS IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN VERIFIED. THE JOINT, CAST IRON, BRONZE FITTED WITH RESILIENT SEAT. ALL VALVES SHALL OPEN BY THE WORK SHALL ALSO BE PERFORMED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS U LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS SET FORTH IN THE GEOTECHNICAL INVESTIGATION REPORT BY LEGACY ENGINEERING IF MORE PSI TEST PRESSURE. AND FIELD VERIFY LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR TO �` STRINGENT THAN CITY OF ATLANTIC BEACH REQUIREMENTS. FIRE HYDRANTS SHALL BE UTILITY COMPANY STANDARD. ALL ONSITE HYDRANTS SHALL BE COMMENCING ANY CONSTRUCTION. IF THE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL :z PAINTED PER THE CITY OF ATLANTIC BEACH STANDARDS. LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY. O U THIS DISCREPANCY SHOULD BE RESOLVED PRIOR TO COMMENCING CONSTRUCTION. THE ALL ELECTRIC CONDUIT WORK SHALL BE COMPLETED PRIOR TO THE PRESSURE TESTING OF 2. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF Z:> CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING m O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY � UTILITIES AND IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR AND SHALL REPAIR OR PAY INJURIES OF HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING ALL WATER MAINS SHALL BE BACTERIOLOGICAL AND PRESSURE TESTED AT 150 PSI FOR 2 FOR ALL DAMAGE MADE TO EXISTING UTILITIES OR OTHER IMPROVEMENTS. PRIOR TO m THE COURSE OF THIS PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING WITH O.S.H.A. COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL GRADES, INVERTS Orx POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER LINES HAVE BEEN REGULATIONS AND THE FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS AND TYPE OF MATERIAL OF EXISTING UTILITIES TO WHICH HE SHALL CONNECT. PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH AWWA C-651, AND CLEARED FOR BID. Q 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL MATERIALS, IF REQUIRED, TO THE W 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING NOTIFIED 48 HOURS PRIOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT. ENGINEER FOR REVIEW AND APPROVAL, PRIOR TO SUBMITTAL TO THE CITY OF ATLANTIC BEACH, w Q THE BID FOR THE PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE AND THE EXTENT A PRE -CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED WITH THE CITY AND PRIOR TO PURCHASE OR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. OF THE WORK AND LOCAL CONDITIONS, EITHER SURFACE OR SUB -SURFACE, WHICH MAY AFFECT w THE WORK TO BE PERFORMED, AND THE EQUIPMENT, LABOR AND MATERIALS REQUIRED. 3. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER w 31. TO CONFORM WITH CITY OF ATLANTIC BEACH REQUIREMENTS AND SHALL BE CONSTRUCTED TO � THIS CONTRACT. THE CONTRACTOR IS ALSO URGED TO TAKE COLOR PHOTOGRAPHS ALONG THE SEWER AFTER THE LIMEROCK HAS BEEN COMPACTED. THIS SERVICE SHALL BE PROVIDED BY THE CONFORM WITH CURBING, PROPERTY LINES, BANK SLOPES AND LOW POINTS AS SHOWN ON THE ROUTE OF THE PROJECT TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRUCTION, AND TO CONTRACTOR AS PART OF THE SANITARY SEWER CONTRACT. A FULL WRITTEN REPORT AS TO THE PLANS. CL AID IN RESOLVING POSSIBLE FUTURE COMPLAINTS THAT MAY OCCUR DUE TO THE OF SERVICES, ETC. SHALL BE SUBMITTED TO THE OWNER AND ENGINEER PRIOR TO ACCEPTANCE, CONSTRUCTION OF THE PROJECT. 4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND AND ONE COPY OF THE VIDEO TAPE SHALL BE SUBMITTED TO THE CITY OF ATLANTIC BEACH. ALL FUNCTIONING PROPERLY AT TIME OF ACCEPTANCE. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EITHER CONDUCT ANY FIELD EXPLORATION ALL REPAIRED SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE. i OR ACQUIRE ANY GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF 5. ALL DRAINAGE STRUCTURES TO HAVE TRAFFIC BEARING GRATES. UNSUITABLE MATERIAL THAT WILL REQUIRE REMOVAL AND/OR TO ESTIMATE THE AMOUNT OF OFF SITE BORROW THAT WILL BE REQUIRED. 6. ALL DRAINAGE PIPE JOINTS IN CITY OF ATLANTIC BEACH DRAINAGE EASEMENTS, DRAINAGE EASEMENTS BETWEEN ONSITE BUILDINGS, DRAINAGE RIGHT-OF-WAYS AND UNDER PUBLIC 5. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER PAVED ROADS ARE TO BE FILTER -WRAPPED. 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. 7. ALL INVERTS IN DRAINAGE STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF MORTAR BETWEEN EACH LAYER OF BRICK, OR REDDf-MIX CONCRETE WITH #57 STONE. 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. 8. UNSUITABLE MATERIALS UNDER WATER, SEWER PIPE, STORM PIPE OR STRUCTURES SHALL BE REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED. 7. FOR BOUNDARY INFORMATION, SEE SURVEY PREPARED BY RICHARD A. MILLER PROFESSIONAL 9. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR LAND SURVEYORS, INC., JOB NO. 2014-27, DATED 02-03-14. PAVEMENT. 8. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM 10. ALL WATER AND SEWER CONSTRUCTION WITHIN THE CITY OF ATLANTIC BEACH SHALL BE MATERIAL TESTING AND SOIL TESTING IN ACCORDANCE WITH CITY OF ATLANTIC BEACH REQUIREMENTS. ACCOMPLISHED ACCOMPLISHED BY AND UNDERGROUND UTILITY CONTRACTOR LICENSED THIS SHALL INCLUDE DENSITY TESTS IN ALL PAVEMENT AREAS AND IN ALL UTILITY TRENCHES UNDER THE PROVISIONS OF CHAPTER 489 FLORIDA STATUTES. LOCATED IN PAVEMENT AREAS CONCRETE TESTING AND ALL OTHER MATERIAL TESTING. PRIOR TO LIMEROCK PLACEMENT, THE PROJECT GEOTECHNICAL ENGINEER SHALL MAKE 11. CONTRACTOR SHALL PROVIDE, TO THE ENGINEER, A SCHEDULE OF INVERT ELEVATIONS OF ALL RECOMMENDATION FOR UNDERDRAIN PLACEMENT. 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" 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND DRAWINGS FOR THIS PROJECT. 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. 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 10. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OF ATLANTIC BEACH OR STATE PVC - SDR -18 PIPE UNLESS OTHERWISE NOTED. RIGHT-OF-WAY WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR. 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 11. ALL PUBLIC DRAINAGE EASEMENTS SHALL BE "UNOBSTRUCTED" EASEMENTS. ALL OTHERWISE DETAILED OR RESTRICTED DUE TO DEPTH OF SEWER MAIN. "UNOBSTRUCTED" EASEMENTS TO BE CLEAR AND DRIVEABLE. 14. WATER MAINS SHALL HAVE A MINIMUM OF 36" COVER FROM FINISHED GRADE, UNLESS 12. "AS -BUILT" DRAWINGS - AS-BUILTS TO THE CITY OF ATLANTIC BEACH AND THE ST. JOHNS RIVER SPECIFICALLY REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. 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 15. ALL POTABLE PVC PIPE 3 INCHES IN DIAMETER OR LESS SHALL BE LISTED AS N.S.F.P.W. AND CONTRACT WITH A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA FOR THE SHALL BE SO MARKED. PREPARATION, FIELD LOCATIONS, CERTIFICATION AND SUBMITTAL OF "AS -BUILT" DRAWINGS IN ACCORDANCE WITH CURRENT CITY STANDARDS AND SPECIFICATIONS AND SJRWMD REGULATIONS. 16. WATER AND SEWER LINES ARE DESIGNATED TO FINISHED GRADES AND SHALL BE PROTECTED IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROCESS THE "AS -BUILT" DRAWINGS FOR APPROVAL BY THE CITY OF ATLANTIC BEACH. UNTIL FINISHED WORK IS COMPLETE. 17. HORIZONTAL SEPARATION BETWEEN WATER MAINS, VALVES, FITTINGS AND SANITARY OR STORM SUBMITTAL OF AS -BUILT SITE SURVEY, INCLUDING BENCHMARKS, IS REQUIRED PRIOR TO SCHEDULING SEWER SHALL BE A MINIMUM OF 10 FEET OR IN ACCORDANCE WITH THE F.D.E.P. REGULATIONS. A FINAL INSPECTION OF THE BUILDING BY THE BUILDING DEPARTMENT OR THE FIRE MARSHALL. 18. WHERE PARALLEL WATER AND SEWER (INCLUDING STORM) LINES HAVE LESS THAN 10 FEET 13. THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS. HORIZONTAL SEPARATION, FULL -UNCUT LENGTHS OF WATER QUALITY PIPE (I.E. SDR -18 AWWA IN THE EVENT OF ANY CONFLICT WHATSOEVER, THE CONTRACTOR SHALL NOTIFY THE ENGINEER C-900 FOR NEWLY INSTALLED SEWER & SDR -18 AWWA C-900 WATER) WILL BE USED WITH THE AND OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 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. 14. ALL CLEARING AND GRUBBING REQUIRED FOR ALL ROADWAY, UTILITIES, DITCHES, AND BERMS IT IS PREFERABLE TO HAVE THE WATER MAINS LOCATED ABOVE THE SEWER AND WITH 10 FEET INCLUDED IN THIS PROJECT AND THE CLEARING AND GRUBBING OF ALL RIGHT-OF-WAY OR OF SEPARATION WHERE POSSIBLE. 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 19. WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM) LINES TO CROSS WITH OF ATLANTIC BEACH STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE, A FULL UNCUT LENGTH OF WATER QUALITY COMPACTED AND TESTED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT. 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 16. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS. CONTRACTOR SHALL FIELD VERIFY THE VERTICAL SEPARATION. THE MINIMUM VERTICAL IF A MONUMENT IS DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF SEPARATION BETWEEN WATER AND SEWER (INCLUDING STORM) PIPES WHEN 18 INCHES IS NOT RECORD FOR REINSTALLATION OF THE MONUMENT. 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. 17. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY 20. A FULL UNCUT LENGTH OF WATER MAIN PIPE (USUALLY 20 FEET) SHALL BE CENTERED AT THE CONTRACTOR. POINT OF CROSSING OF ALL WATER AND SEWER (INCLUDING STORM) LINES AT THE POINT OF 18. ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE CROSSINGS REGARDLESS OF VERTICAL SEPARATIONS. CONTRACTOR UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. 21. IN THE CASE WHERE SOLVENT CONTAMINATION IS FOUND IN THE TRENCH, WORK WILL BE STOPPED 19. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED. AND THE PROPER AUTHORITIES NOTIFIED. WITH THE APPROVAL OF THE DUVAL COUNTY HEALTH DEPARTMENT, DUCTILE IRON PIPE, FITTINGS AND APPROVED SOLVENT RESISTANT GASKET MATERIAL 20. BURNING OF TREES, BRUSH AND OTHER MATERIAL SHALL NOT BE ALLOWED BY SHALL BE USED IN THE CONTAMINATED AREA. THE DUCTILE IRON PIPE WILL EXTEND AT LEAST CITY OF ATLANTIC BEACH FIRE MARSHALL. 100 FEET BEYOND ANY DISCOVERED SOLVENT. 21. ROADWAY UNDERDRAINS SHALL BE AS REQUIRED ON THE PLANS OR AS MAY BE DETERMINED 22. IN REGARD TO THE REQUEST FOR A LETTER OF RELEASE TO PLACE THE CONSTRUCTION INTO NECESSARY BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION. THE CONTRACTOR SHALL SERVICE, THE BACTERIOLOGICAL SAMPLE POINTS WILL BE INDICATED IN RED OR PINK ON THE NOTIFY THE ENGINEER IF HIGH GROUND WATER CONDITIONS ARE PRESENT DURING THE RECORD OR AS -BUILT DRAWINGS. THE SAMPLE NUMBERS WILL CORRESPOND TO THOSE ON THE PREPARATION OF THE ROADWAY SUB -BASE. BACTERIOLOGICAL SAMPLE LAB SHEETS. 22. PROVIDE CONTRACTION JOINTS AT 6' O.C. AND EXPANSION JOINTS AT 24' O.C. ON ALL 23. THE RECORD OR AS -BUILT DRAWINGS SUBMITTED AT THE TIME OF REQUEST FOR A LETTER OF EXTERIOR SIDEWALKS AND CURBING. RELEASE TO PLACE THE CONSTRUCTION INTO SERVICE WILL CLEARLY DEPICT THE VERTICAL CLEARANCES BETWEEN WATER AND SEWER (INCLUDING STORM) LINES AT ALL CROSSING AND 23. MAINTENANCE OF TRAFFIC SHALL CONFORM TO F.D.O.T. STANDARD INDEX 600, LATEST EDITION. 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 24. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD DOCUMENTED ON THE DRAWINGS AND ALL MITIGATING CONSTRUCTION MEASURES CLEARLY DEPICTED INDEXES 11860, 17346, AND 17352. IN CASES WHERE A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE BETWEEN THE WATER AND SEWER (INCLUDING STORM) LINES IS NOT POSSIBLE. 25. ALL EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE PROPOSED ROADWAY/SITE 24. MECHANICAL RESTRAINING DEVICES ARE REQUIRED IN ACCORDANCE WITH UTILITY COMPANY DEVELOPMENT SHALL BE REMOVED BY THE CONTRACTOR UTILIZING THE HYDRO -BLASTING METHOD. STANDARDS WHERE WATER MAINS ARE TERMINATED AND AT ALL BENDS AND TEES. 26. ALL PAVEMENT STRIPING SHALL BE THERMOPLASTIC (LEAD-FREE) IN ACCORDANCE 25. UNLESS OTHERWISE NOTED, ALL OFF-SITE WATER MAIN TO BE PVC AWWA DR18, C-900 AND ALL WITH CITY OF ATLANTIC BEACH STANDARDS. 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. 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. 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. , mar , D CEG. NO. 56819,` m N d- rn Z O N_ W X N N � ¢w go � O ww U cn 2 U LLJ W m(0 q w A ZM Z� W �N W w ZIt LTJ O >� � X w ¢ ww Y Oto O w� U I o n d 04 O N C'4. -- z --Z O 0 O W 25 U 0 0 w M En N �n d U 26. ALL GATE VALVES SHALL BE UTILITY COMPANY STANDARD. VALVES SHALL BE MECHANICAL r J � JOINT, CAST IRON, BRONZE FITTED WITH RESILIENT SEAT. ALL VALVES SHALL OPEN BY N U TURNING TO THE LEFT. VALVES SHALL BE RATED AT 200 PSI WORKING PRESSURE AND 400 o PSI TEST PRESSURE. �` 27. FIRE HYDRANTS SHALL BE UTILITY COMPANY STANDARD. ALL ONSITE HYDRANTS SHALL BE :z PAINTED PER THE CITY OF ATLANTIC BEACH STANDARDS. O U 28. ALL ELECTRIC CONDUIT WORK SHALL BE COMPLETED PRIOR TO THE PRESSURE TESTING OF z Z:> WATER AND SEWAGE FORCE MAINS. m U � 29. ALL WATER MAINS SHALL BE BACTERIOLOGICAL AND PRESSURE TESTED AT 150 PSI FOR 2 Z m HOURS IN ACCORDANCE WITH AWWA C-600 STANDARDS. NO CONNECTION TO EXISTING Orx POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER LINES HAVE BEEN PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH AWWA C-651, AND CLEARED FOR Q Q SERVICE THE ENGINEER AND THE CITY OF ATLANTIC BEACH REPRESENTATIVE MUST BE W NOTIFIED 48 HOURS PRIOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT. w Q 30 A PRE -CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED WITH THE CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT. w � V w 31. TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS INCLUDING STORM � w 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 CL 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. , mar , D CEG. NO. 56819,` m N d- rn Z O N_ W X N N � ¢w go � O ww U cn 2 U LLJ W m(0 q w A ZM Z� W �N W w ZIt LTJ O >� � X w ¢ ww Y Oto O w� U I o n d 04 O N C'4. -- z --Z O 0 O W 25 U 0 0 w M En N SHEET d � C7 � U o O z Q � z Orx W Q Q u SHEET I` W Q J W L 0� EXIS7NG > y Al 7DQU 4FIRE HRANT ..3I . » u , �_r ...,, ».....� „$„ _ Wer, m 3AN, WEST IST STREET (50' (��W) F p E 7 ' » 011 d _ W8€ s5' HOPE ,FN V- 6 -,&5)E "6,27)W } w.,._... (6,1 � � ,I x � t � � � �•��t" - , �.�.»..�,,.'29) ...._.w. N89'30',37 -7" £ :. WPP m __» 7- !7, 0) (LB 36121'x • ) _�� a _» `.;, ._,. .m _ ��_.� e_ 40 ' .» ^ m� # and d POND NONEPLO W 13 NWL 5, 0'� I TO 3 � s g 3 f TREE PROTECTION (TYP.) a fc", i STUBOUT - s6--- -- x - --- - --E=�- AND PLUG° (OPTIONAL) RD 8� o ILII-ET'F^ CONTAINER o, POTcT�ON r ME 'AL 0 2 (TY:} �., FARMHOUSE ' a I.»__ BUIL I N O I r 32 x 40 ( ) z 324.17 x 32 # + ( ) 1 80 SF_ 3 m 773,::,F+- (Z7) Al LOCK 14 0 FD �.`5 O.Y r� I �f , G.Y 1 FENCE SILT �...�.,_...w.. �. (TYP) 0714 H =_ ,_. > 't LFA."�STUBOIJT: 4;. � �" •� �� ` � � � k:�< E-.3NOUT € i>r I � fib,, I ? YARDDRAIN i r.YJ.� Q . A a Av`• >.'3 D+. t13+,3k-5'...3 ii E €,� N U r' CRUSHED I. O TO :UfRFACE I I (8.:x. I :mM I I E'' ivf tea DS C3 € I� GREENHOUSE (64.17'x 85.34')^ 3 5,476 SF± I ASPHALT ff STU BOU T ..::. �. -� �-RD . , r f tf$`AND PLUG ix . SILT FEN ,E I • �'�..»...>� �� ..,.,� "�'. -� � ��i�� ; �` � (TYP) • i € � r.LP N89 °40'45'�D� 142.73' S89 °30 3 y 47 80 i.c a^.,. CONC, S/ ' I I ii MAR g INLET ® 2 CURB & GUTTER � � ��,�� '� � 6,33) INSTALL FDOT APPROVED INLET PROTECTION INSTALL FDOT APPROVED INLET PROTECTION ATLANTIC BOULEVARD (STATE ROAD NO. 10) RIGHT OF WAY VARIES PER FOOT R/W 7RANSFER MAP SECTION 72100 STAKES TIERED WATER BURLAP FABRIC RUNOFF WATER WITH SEDIMENT P �~ r s ' BURIED ° 1~ a F BURLAP FABRIC r INLET SEDIMENT FILTER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 ds) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH AS IN STREET OR HIGHWAY MEDIANS. ROP INLET WITH GRATE ST KED STRAW BALE COMPACTED SOIL ti Q ❑ ❑ ❑ ❑_ ❑ `� TO PREVENT PIPING HIIII II 111 l ll91 ❑ -- Q ❑ I I I I I I I I FILTERED "- RUNOFF WATER WATER. _ 0 WITH SEDIMENT a l l l l I l l l ❑ a ❑ a fill} llllll •.. I1 �Iilltiti�lill 111-. 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 ) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. DROP INLET SEDIMENT FILTER DETAIL NOT TO SCALE il_ _II=1i=1 �- FILTER FABRIC (IN CONFORMANCE' SEC. 985 FDOT Sl TYPE III SILT FENCE DETAIL OPTIONAL POST POSITIONS PRINCIPLE POST POSITION COUNTER 20" TOWARD FLOW NOT TO SCALE 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 INSURE TO REQUIRED Q E C ONFORMANCE TO STATE AND FEDERAL WATER QUALITY STANDARDS AND MAY NEED T INSTALL S TALL AD DITIONAL CONTROLS T CONFORM O S O CON O M TO AGENCIES REQUIREMENTS. QU S. 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. Clearingf o 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. N V gym= o � M-yN Z m V � U Z F-� O a E-+ 'L_ o W LO Lil Q Of UJ Of I 0 H 00 04 0) Z O a N cD - l N O N � M Q Q �O O 1 LL. (IN =U C4 Cn Q W m W n a wN Z j 0) X I w Y O w� v� oN N O C LEj Z O LLJ Q N 0 1 H.. Z 4J SILT FENCING AND OTHER SEDIMENT N CONTROLS SHALL BE PLACED IN AREAS ExrsnNc FIRE HYDRANT �� V) WHERE OFFSITE DISCHARGE OF SEDIMENT MAY o OCCUR. THE CONTRACTOR MAY ADJUST AND LIMIT THE LOCATION OF SILT FENCING TO U CJU ONLY THOSE AREAS IN WHICH THESE 1..f. CONDITIONS MAY OCCUR IN ACCORDANCE WITH THEIR OWN SWPPP, AS PREPARED IN Q N THEIR NPDES PERMIT APPLICATION. E w S 0 °z 20 0 10 20 V) N - 2 1/2" MIN. DIA. SCALE IN FEET °� WOOD -STEEL 1.33 I 6' MAX. LBS/FT. MIN) r■ .. STAKES TIERED WATER BURLAP FABRIC RUNOFF WATER WITH SEDIMENT P �~ r s ' BURIED ° 1~ a F BURLAP FABRIC r INLET SEDIMENT FILTER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 ds) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH AS IN STREET OR HIGHWAY MEDIANS. ROP INLET WITH GRATE ST KED STRAW BALE COMPACTED SOIL ti Q ❑ ❑ ❑ ❑_ ❑ `� TO PREVENT PIPING HIIII II 111 l ll91 ❑ -- Q ❑ I I I I I I I I FILTERED "- RUNOFF WATER WATER. _ 0 WITH SEDIMENT a l l l l I l l l ❑ a ❑ a fill} llllll •.. I1 �Iilltiti�lill 111-. 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 ) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. DROP INLET SEDIMENT FILTER DETAIL NOT TO SCALE il_ _II=1i=1 �- FILTER FABRIC (IN CONFORMANCE' SEC. 985 FDOT Sl TYPE III SILT FENCE DETAIL OPTIONAL POST POSITIONS PRINCIPLE POST POSITION COUNTER 20" TOWARD FLOW NOT TO SCALE 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 INSURE TO REQUIRED Q E C ONFORMANCE TO STATE AND FEDERAL WATER QUALITY STANDARDS AND MAY NEED T INSTALL S TALL AD DITIONAL CONTROLS T CONFORM O S O CON O M TO AGENCIES REQUIREMENTS. QU S. 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. Clearingf o 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. N V gym= o � M-yN Z m V � U Z F-� O a E-+ 'L_ o W LO Lil Q Of UJ Of I 0 H 00 04 0) Z O a N cD - l N O N � M Q Q �O O 1 LL. (IN =U C4 Cn Q W m W n a wN Z j 0) X I w Y O w� v� oN N O C LEj Z O LLJ Q N 0 1 0 Z d O o U CJU 1..f. Q N � 0 °z V) N - (ZZ; °� z d U N � °z w °� w SHEET GA°ABBEY, P.E. RE(3! NO. 56819 PROJECT DESCRIPTI❑N NEW PRODUCE PROCESSING AREA, JURISDICTI❑N— CITY OF ATLANTIC BEACH, FLORIDA APPLICABLE BUILDING CODES 2014 FLORIDA BUILDING CODE 2014 FLORIDA MECHANICAL CODE 2014 FLORIDA PLUMBIMG CODE FIFTH EDITION FLORIDA FIRE PREVENTI❑N CODE (BASED ON NEPA 1 FIRE PREVENTION CODE 2012 EDITI❑N & NFPA 101 LIFE SAFETY CODE 2012 EDTI❑NJ 2011 NATI❑NAL ELECTRICAL CODE FLORIDA BUILDING CODE, BUILDING OCCUPANCY. GROUP F-3 - SPECIAL PURPOSE GREENHOUSE AND PRODUCE PROCESSING AREA. AREA OF PROPOSED CONSTRUCTION: FIRST FLOOR = 2566 SQ. FT. CONSTRUCTION TYPE V(B), UNPROTECTED, UNSPRINKLERED. CHAPTER 10 - OCCUPANT LOAD AND EGRESS AGRICULTURAL BUILDING (300 GROSS) 2566 SF / 300 = 9 EGRESS WIDTH, FIRST FLOOR: 9 X 0.20 = 1.8" REQUIRED. 144" PROVIDED. EGRESS WIDTH, SECOND FLOOR TWO EXITS ARE PROVIDED. INTERIOR FINISHES: UNSPRINKLERED BUILDING EXITS AND EXIT PASSAGEWAYS: CLASS A CORRIDORS: CLASS B ROOMS AND ENCLOSED AREAS: CLASS C 1 1 BEACH RFARM- ATLANTI FLORIDA FIRE PREVENTI❑N CODE, CHAPTER 40 — SPECIAL PURPOSE INDUSTRIAL OCCUPANCY GREENHOUSE AND PRODUCE PROCESSING AREA 16.2.2.2.2: OCCUPANT LOAD IS LESS THAN 100. PANIC HARDWARE IS NOT REQUIRED. PORTABLE FIRE EXTINGUISHER (LS 9.7.4): PER NFPA 10 "STANDARD FOR PORTABLE FIRE EXTINGUISHERS". SEE PLAN FOR LOCATIONS PLUMBING REQUIREMENTS PER CHAPTER 4, FBC, PLUMBING FACTORY AND INDUSTRIAL OCCUPANCY WATER CLOSETS: 1 PER 100 OCCUR 1 REQUIRED, 1 PROVIDED LAVATORIES: 1 PER 100 OCCUR 1 REQUIRED, 1 PROVIDED. TACTILE SIGNAGE REQUIREMENTS: PROVIDE HANDICAPPED ACCESSIBLE IDENTIFICATION/TACTILE SIGNAGE AT ALL DOORS WITH EXIT SIGNS AND RESTROOMS IN COMPLIANCE NTH FBC 11-4.12 (7), FBC 11-4.30.4 & NFPA 101-7.10.13. SIGNAGE AT EXIT DOORS SHALL BE MOUNTED 60" AFF ON THE LATCH SIDE. SIGNAGE AT STOREFRONT DOORS AND FRAMING SHALL NOT EXCEED THE WIDTH OF THE DOOR STILE OR FRAMING MEMBER. 5 ATLANTIC BLVD. BEACH, FLORIDA VICINITY MAP - ATLANTIC BEACH, FLORIDA NOT TO SCALE 32233 DRAWING INDEX GREENHOUSE DWG NO DESCRIPTION C-1 COVER SHEET Z� um ASF -1 ARCHITECTURAL SITE PLAN aFm AF -1 ARCHITECTURAL PERMIT AREAS S-1 STRUCTURAL CONCRETE FOUNDATION PLAN A-2 FLOOR PLAN A-3 ELEVATIONS EAST AND WEST A-4 ELEVATIONS NORTH AND SOUTH A-5 SECTIONS A-6 CEILING SPECIFICATIONS M-1 ROOF DRAIN PLAN HI RvAK, E-1 ELECTRICAL PLAN E-2 GREENHOUSE ELECTRICAL PLAN J T TAIL NE J 0 V, o 0 W c m L (a > W WL c) ou >M-cn Z 5 a Z� um z aFm �w Lu = cn a w m > L o0 U V H O CD 0, m co Q J I -- OLu- NE J 0 V, o 0 W c m L (a > W WL c) ou >M-cn Z �o� ,r rn W yr J O� C/) O O cl) � L W Q In 5 a um z aFm �w Lu = cn a w m > O U V H Z Q J I -- Q REVISIONS SER -scow '• 7 ul DATE 11-24-15 JOB NUMBER r--t",..w 114" = 1'-0" DRAWING NUMBER C-1 WEST 1ST STREET (50' R/W) (LB 6' WOOD FENCE ALONG SIDE PROPERTY LINE 5' SIDE (15' COMBINED) BUILDING RESTRICTION LINE CID N 0 rn ,N O O W Q Q U �4' BLACK ALUMINUM PICKET FENCE 0' REAR BUILDING 20' FRONT BUILDING -J V RESTRICTION LINE .............................. ...... .... 2' CURB & GUTTER 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 DRIVEWAY AND REPLACE WITH 6" WHITE SKIP LINE ATLANTIC BOULEVARD (STATE ROAD NO. 10) RIGHT OF WAY VARIES PER FOOT R/W TRANSFER MAP SEC77ON 72100 I 5' SIDE (15' COMBINED) � BUILDING RESTRICTION I I I I it I I I I LINE I I I ' I I i I I I I I ELECTRIC � O METER N PEDESTAL f----1--ELECTRIC ' ' I PLANEL 6' WOOD FENCE ALONG SIDE PROPERTY LINE ASPHALT 4' BLACK INSTALL FDOT ALUMINUM APPROVED INLET PICKET FENCE PROTECTION FLUSH SIDEWALK WITH TACTILE WARNING AT DRIVEWAY (TYP.) 12" WHITE CROSSWALK STRIPES AT 6' MIN. SPACING SAW CUT REMOV EXISTING DRIVEWAY APRON AND CONSTRUCT TURNOUT PERF OT INDEX 515, WITH 6" CONCRETE SECTION AS SHOWN, 2% MAX. SLOPE TO BACK OF CROSSWALK. INSTALL NEW SIDEWALK AND R DIUS RETURN PER FDOT STANDARDS. SURVEYOR'S NOTES of 1988, (NA VD 88). Map Revised date : 6-3-13 have not been shown hereon. ABBREVIA TION P. C. P. P.R.M. P. 0. B. P. C. P. T. P. R. C. P.I. R/W O.R. V. D.B. Pg. B.R.L. Esm t DEFINITION Right of Way Deed Book Page Easement w PE Q N W E S 20 0 10 20 SCALE IN FEET SITE DATA SUMMARY: ZONING: CG REQUIRED BUILDING SETBACKS: FRONT -20% SIDE - 5' (15' COMBINED), REAR -10' MAXIMUM BUILDING HEIGHT = 35' SITE AREA I I I I I � I I I I I I I rn N I I 8,316 SF 15.0% � O I I N � I O ' 6' WOOD FENCE ALONG SIDE PROPERTY LINE ASPHALT 4' BLACK INSTALL FDOT ALUMINUM APPROVED INLET PICKET FENCE PROTECTION FLUSH SIDEWALK WITH TACTILE WARNING AT DRIVEWAY (TYP.) 12" WHITE CROSSWALK STRIPES AT 6' MIN. SPACING SAW CUT REMOV EXISTING DRIVEWAY APRON AND CONSTRUCT TURNOUT PERF OT INDEX 515, WITH 6" CONCRETE SECTION AS SHOWN, 2% MAX. SLOPE TO BACK OF CROSSWALK. INSTALL NEW SIDEWALK AND R DIUS RETURN PER FDOT STANDARDS. SURVEYOR'S NOTES of 1988, (NA VD 88). Map Revised date : 6-3-13 have not been shown hereon. ABBREVIA TION P. C. P. P.R.M. P. 0. B. P. C. P. T. P. R. C. P.I. R/W O.R. V. D.B. Pg. B.R.L. Esm t DEFINITION Right of Way Deed Book Page Easement w PE Q N W E S 20 0 10 20 SCALE IN FEET SITE DATA SUMMARY: ZONING: CG REQUIRED BUILDING SETBACKS: FRONT -20% SIDE - 5' (15' COMBINED), REAR -10' MAXIMUM BUILDING HEIGHT = 35' SITE AREA = 1.27 ACRES 55,440 SF 100% BUILDING AREA = 0.19 ACRES 8,316 SF 15.0% CONCRETE PAVEMENT AREA = 0.06 ACRES 2,769 SF 5.0% CRUSHED STONE AREA = 0.35 ACRES 15,276 SF 27.6% REAL ESTATE NUMBERS = 170709-0000, 170710-0000, 170712-0000 PARKING SPACES PROVIDED = 6 PARKING CALCULATION 1. GREENHOUSE / WAREHOUSE 1 SPACE / EA 2 EMPLOYEES AT PEAK SHIFT (4 EMPLOYEES) 2. OFFICE / RETAIL 1 SPACE / 400 SF (2,000 SF) 3. HANDICAP SPACE (1) 4. SERVICE VEHICLE (1) TOTAL REQUIRED 2 5 1 1 0 PROVIDED 3 1 1 1 6 ^ FM 5 Z� Q LL W Z Fm W Q � � J 5 L oor.- � O(0 o N (c) wW M � 0-j �'4E N V O U �c Z as L J 0 H >-0 W a cam- Ch O Q0 L >M� NN ♦a U?a) O � 0) rn 0 ai 0 - Cn i L) 00 N W s_ Q 0 REVISIONS DATE 11-24-15 JOB NUMBER DRAWING NUMBER ASF -1 5 Q LL W Z Fm Q � � J 2� � a wW mFM V H � Z as J H a REVISIONS DATE 11-24-15 JOB NUMBER DRAWING NUMBER ASF -1 40'-0" 38'_8„ 6'-0" A A WELL SHUTOFF X.S. C C VALVE BOX " -, 11 [�I [;l of EEL CT. A B A B CD �t PNL. D❑SERACID DOSE RACID WATER UNDER 0 0 6'X8'o SLAB FROM WELL DOOR MECH. � co ILTER FLOOR DRAIN 1,00o A A ❑ R I I I C `ncU STORAGE C C GAL' aso aso I TXT RJ ❑ ❑ MIC. CU 21' 9" DW i 0 I I Im METAL BUILDING WALL `I CU cu 0 3' GLASS 3'X4' WINDOW `t I DESK 8,_0„ D.S. OFFICE 3'x7' 0 \7 F, D, R/R 3 12'-2" I 22'-11" 8'X10' ROLL UP DOO EMPLOYEE BREAK AREA STORAGE WALK-IN COOLER H5" TYP 8'X10' 15'-11" GLASS DOOR (2) 1" CONDUITS FOR DATA CABLES (1) 2" CONDUIT FOR FUTURE USE (1) 1" CONDUIT FOR SPEAKER WIRES 134'—C- 101-0/1 8„ 01 -40.110 85,-4" 84'-0„TRENCH -DB�A D.S. 10 It a.ae g I LECTRICAL S B—PANEL (WATER PROOF) SOLID - DOOR �S P SLAB 1" to 12'0" OERED H.B. SLOPES JAVKWAY ❑MBINATI❑N EXIT AND TO EMERGENCY LIGHT TYP, TRENCH DRAIN H.B. BH.B. 4 VOLT SOLENOID VALVE ZONE 6 LEACH MOP SINK 8'-0" m HYDROPONICS H.B. AND AEROPONICS SPACE HEATER AREA H.B. COVERED SCREEN 20 AMP DUPLEX OUTLETS TO BE POWERED BY 24 HR D.. S.. - INTERMATIC TIMER LOCATED D.S. D.S. O ❑N WALL NEARBY, AN . BE SOURCED LOCALLY OE�11' Lill >< >< >< >< >< >< TRENCH DRAIN qa 14" TYP 5 -o° P OPAGATION BEN HES 9 1'-4" 8'-0" H.B. H.B. m Ffl m �F. D. COVERED 6" INSULATED WA;DOOR s EN O O I GLASS I d SHELF DEEP SINK DOOR❑❑ n �-- o 6`0// 5'-10" 40'-0" FUTURE FARMHOUSE 3/1611= 1'-011 14'-0" D.S. PACE HEATER GREENHOUSE PERMIT AREA PLAN 3/1611 11-011 HE s ' FAN, TYP. AN SHUTOFF, TYP. F Z( z aw W� a, �J co 2 L aoti =,W � W 0 (0(0 O N Lu U= 0 �U LL J 0 UL � � p O 0 W��cuU) a 70 0 LL > Wr, W 00 Q� L >�� 0 CV a) JOS ZW 4 rn 1� �+/ o U) ai o, V'~ oco c �, W 0 REVISIONS SCALE 3/16" = 1'-0" DRAWING NUMBER A F = 1 aFm z aw m a, �J co 2 U =,W � W u Q Lu U= �U J Q H a REVISIONS SCALE 3/16" = 1'-0" DRAWING NUMBER A F = 1 FARMHOUSE SLAB MONOLITHIC STRUCTURAL SLAB �1 �1 1 /,FL❑ATING SLAB TYP 134'-4" Elm FARMHOUSE STRUCTURAL CONCRETE PLAN 3/1611 = 1 '-0" 1 < or Z� U � a Lu}+ WAL "WAY I a TRENCHDRAIN L oo SLAB 1" to 8'0" 00 a SLOPES � TO � � N i TRENCH 0 " 0 a DRAIN 4 W W c') r, 00 L >1 / 4-a U ) �' J( ' cn ° Z � , \ , O (n O a Ci)U�a 00N O � / L a ❑UUMNS PER a RBI—STRUCTURAL TYP , a BREE E AYTRENCH a GREENHOUSE BRAIN SLAB SL Z� A Q , a ea. TRENCH DRAIN =E EL 9 75 1'-4" \ `\ S -AB ❑N❑LITHIC SLAB \ SLOPED PED Z�5,_�„ O 40 /, \\ CENTRAL LOPE STORAGE ROOM FL OR TO DRAIN TO CENTRAL FLOOR\, DRAIN DRAIN 1 a , \ a a `. 15,_6„ �, ole 9 75 ,IB F� I WAL WAY -FLOOR SLOPE ice- FLOOR DRAIN TO _28 \/4// BEAM - E❑❑TINH FARMHOUSE STRUCTURAL CONCRETE PLAN 3/1611 = 1 '-0" 1 Z� Lu}+ L oo 00 � � N i 0 " 0 Lu W W c') r, 00 L >1 4-a U ) �' J( ' cn ° Z O (n O Ci)U�a 00N O L W LL ZW Z Q� Q V MZ a W v z UJO a Woo m�.z 0 FM z W a ; J H Q REVISIONS 11-24-15 JOB NUMBER SCALE 3/16" = 1'-0" DRAWING NUMBER S-1 101 1 CD I 11 Cu I 0 T 0 lzt .10 s. CD I /6'X8' ROLL -U DOOR Lnioc) I 3'; CD CU CD I O I �D 3' GLASS I `D Ln I METAL BUILDING WALL I CLJ pei E EL CT. PNL. OUTLET TYP. A 40'-0" 38'-8" D❑SER I WATER UNDER zz MECH. SLAB FROM WELL ILTER FLOOR DRA N 1,000 3X4 20 AMP CAT II A \ I I D.S. SOLID ED LINES TO DOOR EENH❑USE a' PVC PIPE A 7' A R I UO ST AG HW C 350 18' MIN. CLEAR ❑�\ I WATER � 24 AFF- , 3'X4MINDOW 1-1 - _--C A T 5 DESK i 8'-0„ OFFICE 3'X7' A 8,_0„ 'X7 F. D. RIR 22'-11" D.S. 8'X10' ROLL -UP DOOR GFCI. 0 AMP LED WELL WATER \�\ CIRCUITS 21 9" DW. 18' MIN. CLEAR STORAGE MPL❑YEE \\��,�AlD BEAK , AREA j J � J � J � J � J J J � J � 3'X7' fz WALK-IN , COOLER 8'X10' TYP 15'-11" J 5 i r . VTR WELL WATER i VTR VTR I I , I I I I I , I I I I I I I , I I I � i 20 AMP CIRCUIT LOCATES 5' AFf ON WALL DESIGNED L.E.D. INDOOf GROW LIGHTS (4) TYP. H. B. SLOPE STORAGE ROOM TO DRAIN TO CENTRAL FLOOR DRAIN SURFACE MOUNT GREENHOUSE LIGHTS TYP. 14" TYP FLOOR SLOPES TO FLOOR DRAIN 6" INSULATED WALL SOLID \` �`�' GLASS \I COVERED DOOR SHELF ---DEEP SINI�__,, DOOR SCREEN rM - 1E] El \\` C'T0" CD I �o 5'-10" 6'-0// 6'-0" 14'-0" 40'-0" BUILDING A SECTION A.A D.S. PLUMBING RISER DIAGRAM \BUILDING SECTION B.B 4D] FARMHOUSE FLOOR PLAN 3/1611 = 1 '-011 REVISIONS SCALE 3116" = 11%0"'' DRAWING NUMBER A=2 —ij Q Z� L,L Z Q m Z wQ � J v� co w0 L. 0 ~ CLN O `° � Q J m H 0s'LLNE J p U �� L Lu c x 0 LLO W c r Q ( � >_ L N N VQ) ti Loa) Z }, O U) O Ci�U�a 00 W L a REVISIONS SCALE 3116" = 11%0"'' DRAWING NUMBER A=2 —ij Q L,L Z Q m Z wQ � J v� w0 m J Uum H Z Q J H Q REVISIONS SCALE 3116" = 11%0"'' DRAWING NUMBER A=2 —ij N 6'X 18' METAL AWNING W/ GALVALUM ROOF PANELS TO MATCH ROOF WEST ELEVATION 1/411 _ 1 1-011 EAST ELEVATION 1/411 _ 1 1_011 1' OVERHANG TYP, ON GABLE 2' OVERHAP W/ GUTTER f1l 5'-7" 14'-3" 1 40'-0" STEEL INSULATED ROLL—UP DUO W/ AUTOMATIC OPENER COVERED WALKWAY T❑ BE COMPLETED IN GREENHOUSE PERMIT —r1 rl- T-17TFT TFT r- T-1 �IIIIIIIIIIIIIIIIIIIII III II IIII III�IIII I IIIIIIIIIIIIIII IIIII —1-1-1 LI i L11 Lit L11 LI -1 LI I 1 I I I I I I I II I I I I 10'-0" I 40'-0" 20'-2" GALVALUM STANDING SEAM ROOF PANELS — 6" FACIA TYP, STEEL FRAMING W/ GAVALUME ON ROOFS AND WOOD FACIA, 6'-6'X 12' METAL AWNING W/ GALVALUM ROOF PANELS TO MATCH ROOF \IN OVERED WALKWAY BE MPLETED GREENHOUSE PERMIT II 1-f rl7 T17 r17 rrl� IIIIIIIIIIIIIIIIIIII� IIIIIIII IIIIIIIIII II IIIIIIIIIIIIIIIIIIII II 11 LIi L11 Lit LI -i 1 1.1 LI I I CDICLJ II I 1 I o J I I 100 1 I I 10'-0" REUSED BARN WOOD 3' SURROUND DOOR ON ALL SIDES 6" METAL FACIA TYP, STEEL FRAMING W/ GAVALUME ON ROOFS 1' OVERHANG TYP, ON GABLE I I 2' OVERHANG TYP. W/ GUTTER 0 i 6'X 18' METAL AWNING W/ GALVALUM ROOF PANELS TO MATCH ROOF Fm Z� W L ao r CL O co o N (-O M OL LL �'N rn 'E J O U �0L L W��cc cn - 70 LL > W ;-0 Q � ; 0 N � N �� Z 0'r~ o C/) ai o CD N W L Q a f1l 5'-7" 14'-3" 1 40'-0" STEEL INSULATED ROLL—UP DUO W/ AUTOMATIC OPENER COVERED WALKWAY T❑ BE COMPLETED IN GREENHOUSE PERMIT —r1 rl- T-17TFT TFT r- T-1 �IIIIIIIIIIIIIIIIIIIII III II IIII III�IIII I IIIIIIIIIIIIIII IIIII —1-1-1 LI i L11 Lit L11 LI -1 LI I 1 I I I I I I I II I I I I 10'-0" I 40'-0" 20'-2" GALVALUM STANDING SEAM ROOF PANELS — 6" FACIA TYP, STEEL FRAMING W/ GAVALUME ON ROOFS AND WOOD FACIA, 6'-6'X 12' METAL AWNING W/ GALVALUM ROOF PANELS TO MATCH ROOF \IN OVERED WALKWAY BE MPLETED GREENHOUSE PERMIT II 1-f rl7 T17 r17 rrl� IIIIIIIIIIIIIIIIIIII� IIIIIIII IIIIIIIIII II IIIIIIIIIIIIIIIIIIII II 11 LIi L11 Lit LI -i 1 1.1 LI I I CDICLJ II I 1 I o J I I 100 1 I I 10'-0" REUSED BARN WOOD 3' SURROUND DOOR ON ALL SIDES 6" METAL FACIA TYP, STEEL FRAMING W/ GAVALUME ON ROOFS 1' OVERHANG TYP, ON GABLE I I 2' OVERHANG TYP. W/ GUTTER 0 i 6'X 18' METAL AWNING W/ GALVALUM ROOF PANELS TO MATCH ROOF Fm Z� W L ao r CL O co o N (-O M OL LL �'N rn 'E J O U �0L L W��cc cn - 70 LL > W ;-0 Q � ; 0 N � N �� Z 0'r~ o C/) ai o i N W L Q a � Q LL Q Z Fm a cl, m � W� W C� p� Lu Fm m � U J ~W Z Q J H Q REVISIONS 11-24-15 JOB NUMBER SCALE 1/4" = 1'-0" DRAWING NUMBER A-3 I 6'X 18' METAL AWNING W/ GALVALUM ROOF PANELS TO MATCH ROOF 1' OVERHANG ON GABLES, 2' ON HORIZONTAL FACIA, r-,vQ, Dni i -i irD nnnD 1' OVERHANG ON GABLES, 2' ON H❑RIZ❑NTAL FACLE R❑ _ MADE FROM STEEL ND P❑LYCARB❑NA 6" FACIA TYP, 6'-6"X 12' METAL AWNING W/ GALVALUM ROOF PANELS TO MATCH ROOF 6" FACIA TYP, A , REUSED BARN WOOD 3' ON ALL SIDES OF DOOR ,_oa NORTH ELEVATION 114" = 1'-0" �Lj I I I TT LLJ��Z�� I III I I I I I I I III II III II III II III II III I I I I I I I III II III II III II 4'-5' 55'-1' 4'-8' 10'-0' SOUTH ELEVATION 114" = 1'-0" 6" FACIA TYP, 6'-6"X 12' METAL AWNING W/ GALVALUM ROOF PANELS TO MATCH ROOF DOWNSPOUT TYP, BREEZEWAYS TO BE COMPLETED BY OTHER CONTRACTOR, WILL USE SAME FRAMING, AND POLYCARBONATE AS GREENHOUSE REVISIONS SCALE 1/411 = 1'-0" DRAWING NUMBER A =4 9 1 1' OVERHANG ON GABLES. 2' ON HORIZONTAL FACIA. a I FARMHOUSE SECTION B.B 1/491 = 1 1-011 1' OVERHANG ON GABLES, 2' ON HORIZONTAL FACIA. ED META[ FARMHOUSE SECTION A.A 1/411 = 1 '-0" 2, 4a L 7,_0a 17,_7a GALVALUM STANDING SEAM R❑❑EING TYPICAL. INSUL�' TED 7/12 PITCH AC 'X8' ROLL UP DOOR 0 I MECHANICAL USPEND MECHANICAL AND ELECTRICAL FROM STRUCTURE TYPICAL INSULATED ATTIC SPACE SPACE ABOVE SUSPENDED CEILING/ 8' MAX, DROP CEILING HEIGHT 2X4 ACOUST. CLG. AC ` COOLER Qi_na I I I I � I I I I I I I I I I 2X4 ACOUST. CLG. 1 I I I I I I I I I I I I I I CD I I II I I cu I � I 2X4 METAL STUD WALL W/ GYP. BD. _0a I I I I I I C 2X4 WOOD STUD WALL W/ GYP. BD., TYP. I LUMINUM SOFFIT TYP, F i I I INSULATED AT1IC SPACE I I I I I I I I 18' MINI DR❑P CEILING HEIGHTI METAL PANELS, TYP. I I ABOVE GYP. BD. WALL FINISH 2X4 ACOUST. CLG. I I I I I I I I I I I o I I I COOLER COOLER INSULA I ED FLOOR INSULATION TYP. I I I a�—C a 1—aa 1 GYP. BD. WALL FINISH TYP. BELOW CEILING. Z(3) W -�-' L op r` Oc� ^^ o O S.. � rn LL N ;_ J U foo Lu x LL 42 > 70 ^ , O WL >M7C) U°�° Z J O 07 O O {� C/) O NJc t W <L— < LL -m Zm Qp MZ �Q Q Z . L) Q Q WZ M0 L) �m (m) zw < coJ REVISIONS DRAWING NUMBER A-5 -ij AA C /C 40'-0" 38,_8„ I I I I D.S. -RI O 1 CD j� SOLID I /.ROLL DOOR 6'X8' - 1 AECH. - 1 DOOR -2'X4' GRID VINYL CLAD MOISTURE RATED TILE A1C°IN GRID LIGHTING FIXTURES TYP. CLI TX I cL TYP OPTION FOR 6" RECESSED LIGHTING xicu 1 9' 00,O I 2'X4' GRID VINYL CLAD 2'X2' GRID REVEALED EDGE o MOISTURE RATED TILE ACOUSTIC TILE TYP O co 3' GLASS STORAGE 8'-0" L CLJ 1 1 IN GRID LIGHTING FIXTURES TYP, O FICE 3'X7' F3'X j� 2'X4' GRID VINYL CLAD JR MOISTURE RATED TILE 3'X7' 0 0 WALK-IN COOLER 5' TYP 14" TYP 22 —111, 8'X10' 15'— 1" I 2'X4' GRID VINYL CLAD CU MOISTURE RATED TILE IN GRID LIGHTIN FIXTURES TYN, 6" UE TED EL — 0 SOLID 1 DOOR d-- 8'X10' ROLL UP DOO 6' 0„ 8'-2 5'-10" 6'-0" 6'-0" 14'-0" 40,_0„ GLASS �j COVERED D OR SCREEN 0 SPECIFICATION PLAN D.S. ---CEILING 3/16„ = 1 1.011 Fm <mj Z a0 a� �V vFm LL W �--+ QU W W ma Ucl) 5 L (D r, Q J d. O `D N `o Ili cy)� OL rn J O"N� U � C) � M,-: O Wr0 a70 `l W O M o CCY'4) o 0o += ai o F n Jc:cn L) N _c WQ L � Z <mj LL. a a0 �V vFm LL QU W W ma Ucl) H� ZZ Q J J W a" REVISIONS SCALE 3/16" = 1'-0" DRAWING NUMBER A-6 li 1<QIYI L 22'-8" I, 16'-0" I D.S. �o 0 0 6'X8' DOOR I'D 60 Lf71c Ri r3X I CLI Oj CDI 0 I ,o �-'I ///�3'GLASS fam 0i I `D Lo I METAL BUILDING WALL I ClJ ' OFFICE 3'X7 D.S. F, D, R/R D.F. MECH. 3'X7' EMPLOYEE BREAK AREA WALK-IN COOLER 8'X10' GLASS DOOR INDOOR GROW AREA F.D, OI 1 D.S. I C.O. [ S. SOLID GLASS DOOR DOOR COVEID SCRE D.S. 133'-0" SLAB SLOPES TO TRENCH DRAIN D.S. HY ROPONICS AND A OPONICS AREA C.O. 54" FAN TYP, Dim C.O. ®.D. 6" INSULATED WAfl LL CD F.D. COVERED SCREE D.S. 8'X10' ROLL -UP D.S. D.S. D.S. D.S. DOOR o 6, 0" I �D T STOR 8'-2" 5'-10" 6'-0" 6.'-0" 14'- DRAINAGE TO IVIL 40'_0„ FARMHOUSE AND GREENHOUSE ROOF DRAIN PLAN - - 3/1611 _ 11.61 REVISIONS SCALE 3/16" = 1'-0" DRAWING NUMBER M-1 CONTRACTOR CTOR SHALL PItflVII?E ALL FIBERGLASS llUCTWORK, t I-TANGIytts, ETC. ALL FLEX Dui' SHALL BE RATED er.Ass 1, UL -181 F LINERS, MIN. R-6 INSULATION. I i6 Di` LISTED WITH METALLIZED OUTER. FOIL L kj 00 MR cu_j cu-& L TTS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE APPLICABLE BUILDING CODE AND ALL OTHER APPLICABLE STATE, COUNTY AND C i 1 LOCAL ORDINANCES AND THE LATEST ADDITION OF THE FOLLOWING ! PUBLICATIONS, SMACNA, ASHRAE, NFPA 90A, 90% 91 & ANSI B -9.I MECHANICAL REFRIGERATION. 2. THE CONTRACTOR SMALL PAY ALL COSTS OF PERMIT, INSI'EMONS AND ALL OTHER COS'T'S INCIDENTAL TO THE C oMpLETION AND TESTING OF THIS WORK. 3. THE CONTRACTOR SHALL VISIT THE SITE AND COORDINATE WORK WITH OTHER TRADES. 4. SHALL SUPPLY THE ARCHITECT WITH i`AS BUILT,, THE CONTRA UPPL AR DRAWINGS.CONTRACTOR . DWA 5. CONTRACTOR SHALL SUB MIT, FOR APPROVAL THRI E [31 COPIES OF MANUFACTURER'SD PIECE OF DRAWINGS FOR EACH EQUIPMENT AND IN CONTROLS INCLUDED IN CONTRACT, AHS: OR - _ - ... 6. ALL MATERIAL SHALL BE NEW OF U.S. MANUFACTURER OF GOOD QUALIT`Y. ALL WORK SHALL BE AT INDUSTRY ARD GAL. QUALITY LEVEL CERTIFIED PROFESSIONALS. ALL Ef?UIPSMTENT 350 350 SHALL BE UL OR ELT LISTED 7, DUCTWORK: u, ALL DUCT WORD SHALL BE Rdi FIBERGLASS DUCTBOARD THE MVAC CONTRACTOR CTOR SHALL PItflVII?E ALL FIBERGLASS llUCTWORK, t I-TANGIytts, ETC. ALL FLEX Dui' SHALL BE RATED er.Ass 1, UL -181 F LINERS, MIN. R-6 INSULATION. I i6 Di` LISTED WITH METALLIZED OUTER. FOIL L kj 40,_0„ 6'-0" 01-1 op 38'_8" ol WELLSHUTOFF D.S.A� A VALVE OX CONTROL BOARD I 3X4 20 AMP CAT 5 DOSER I II D.S. o ELECT. A BA A BA - PNL. SOLID LEC OUTLET TYP, MEC i. DOOR WATER UNDER CD 0 - 6X8 o SLAB FROM WELL PVC PIPE DOOR LEC. OPERATOR FLOOR DRAINV=Rl ILTER wE�� WATER FOR GARAGE DOOR 1,000 TT 30 RISER GRAVITY I zc ❑E RI I BLEACH NDER SLAB u_"0° S T A G C 350 350 Cu 3'X7' 3" RISER GRAVITY II MIC, `� i �RISER PIPE FOR GRAVITY GFCI `t\ WELL WATER ' FEEDS OF II AND III GAS STOV D W , i \`� /� 0 AMP CIRCUIT LOCATED 5' AFF 21 9 �� OUTLET _____� `, ON WALL DESIGNED L.E,D, IND❑❑R 00, /00, GROW LIGHTS (4) TYP, If O / / `o / o �\ / / 3' G LASS 3'X4' INDOW I �` //STORAGE m ; AT 5 EMPLOYEE DESK BREAK ,_0„ AREA g 00, SLOPE IND❑OR GROW ROOM O I i TO DRAIN TO CENTRAL FLOOR OFFICE 3'X7' DRAIN A ` 3'X7' SURFACE MOUNT Ln ® /�' ��\ GREENHOUSE LIGHTS E D, R/R / o / s 7'oI J3'X 5„ /EYP ,I WALK-IN COOLER 14" TYP 821_1111 $'X10' METAL BUILDING ; WALL C� F.D �� .'' L❑❑R SLOPES TO FLOOR DRAIN 6"' INSULATED WA7 LL �0 SOLID cI E. ' GLASS of COVERED FORKLIFT CHARGING STATI❑N, DOOR -t DOOR � SCREEN SHELF------ DEEP SINK----- ELEC. OPERATOR �� ❑ ❑ FOR GARAGE DOOR O D.S. 8'X10' O ROLL -UP D.S. FARMHOUSE ELECTRICAL PLAN DOOR 6/--0// - `O 1/4 1 —011 8,_3„ 5,_9„ �,_0„ 6,_0„ 14,_0„ 40,_0„ Ll Fm Q Z� L,L Z Z m W -'-' � J 2a 50 UV co r'_ Q� O o N c� � m (a) c� V J O Fm J SNE N Z miO U 6�� J L Wcu Q — L W W O Q 0 CV ti � Z dos rn O O Cia U04a co 04 W <C a REVISIONS SCALE 11-r - 1 -V DRAWING NUMBER EA .� Y Q L,L Z Z m J � J 2a UV Q� W H m (a) V J Fm W Z a J H Q REVISIONS SCALE 11-r - 1 -V DRAWING NUMBER EA .� Y CONTROL PANEL BOARD 3'X4', INCLUDE (2) 1" EMPTY DATA CONDUITS TO FARMHOUSE, (4), OUTLET 20 AMP CIRCUIT' (1) SPEAKER 1" CONDUIT, EMERGENCY LIGHT TYP, EQUIPMENT SCHEDULE 1. D. # TYPE QTY OUTDOOR 3'-0" X 7'-0" VISTAWALL FULL GLASS SINGLE 8 4' — Q" TRENCH DRAIN ZONE 1 ENTRY DOOR (LHR/HLSO) 'wl' HARDWARE, 16 O` CLOSURE, PUSH BAR, & THRESHOLD (PANIC 1 . HARDWARE NOT INCLUDED) ZONE 2 ®D'S' 4" DOWNSPOUTS — (4) PER RUN OF GUTTER 12 3" PVC 16" HORIZONTAL AIR FLOW FAN 8 CU AND 1#2 CU — 115V, 1PH, 0.9 AMPS, 0.06kW '1115' HP W/ 3#2 CU JOHNSON MODEL 1332 CO2 GENERATOR 1#8 F - 'wl' SAFETY VALVE Sc GAS PRESSURE GAUGE' 2 REBAR IN SLAB AND 4'-0" HIGH X 63'-0" LG. EVAPORATIVE COOLING PAD SYSTEM 'wl' 6" THICK PADS 1 ® a — PUMP: 220V, 1 PH, 3.00 AMPS, '314' HP d AND 52" POLYURETHANE FUNNEL FLOW EXHAUST _ a d ° FAN 'wl' 52" MOTORIZED INLET SHUTTER 4 52 — 220V, 1 PH, 5.00 AMPS, 1 HP d T:= 36" X 60" MOTORIZED INLET SHUTTER 24 3660 — 115V, 1 PH WADSWORTH VERISTEP CONTROLLER CONTROL (FIELD VERIFY LOCATION) 1 I Ucu HIGH PRESSURE FOGGING COMPRESSOR 1 FC1 — 220V, 1PH FP POD OUTLET 28 DS SPEAKER 2 hLJJC= J5I.D, I T t' HOSE REEL TO BE MOUNTED FROM TRUSSES 8L i_4u 2 TUBE OUTDOOR oe ZONE 5 WALL 8 4' — Q" TRENCH DRAIN ZONE 1 BOX 16 2 17'_03„ OUTLETS 17,_013„ 4 16 17,_013„ 17,_013„ 17,_013„ �, 16 16 16 . LIGHTS ZONE 2 MCM CU AND 1#2 CU D.S. 3" PVC W/ 3-350 MCM CU AND 1#2 CU E - W/ 3#2 CU AND 1#8 F - ---- -----—- -------------------------------------- -------- --° --° --------------------------------- REBAR IN SLAB AND METAL BUILDING r, = ° ° ° :d a I d 1-1/2" d AND ° °d _ a d ° 4. da a d- - 8 `I. d d OL� NI✓ JU6 00 I Ucu cu >S ----------------------- > W co O >r' .L CV � ah ♦ , - ti 0 3 Z ^ , W � � o 0 o cn ai o KKL SUB—PANEL tJ� L) OUNT 2-4PLEX coECTRICAL W L H.B. (WATER PR❑❑F) f WATERPROOF YP, M❑UNT ❑N SIDE WALL ❑❑LING WALL ELCTRI AL ° ----------- -------------------- -------------------- ------------------- ------------------� --- B 1 �l 1/-0//16 1-211/—// 10 I 18 9 d I I cv I � a. d H. B. 1 I 4 V❑LT SOLENOID ° d VALVE ZONE 6 ZONE 4 --------- Of B1 O I o l I o H. B. C 1 d L— — — — — — — — f ------------ — L._ — — — — — — — — J a e G E N R A T❑ R ------- -------------------- 0--- --------, as SPACE HEATER i ---- �B — -------------------- 7u Fu_1 I 16,_0„ 6 1// d cu 2 0 AMP DUPLEX OUTLETS TO BE POWERED BY 24 HR � Q INT- B� RMATIC TIMER LOCATED SOURCED LOCALLY ON WALL NEARBY, AND TO D.S. � � D.S. B oD.S. I 3 jjjaI s a I 1 oj UPLEX ❑ NOTED TLETS ® I ENCH DRAIN ZONE3 i� m AS �`'' I ® ® l -_ . —>< ZONE6 I----------- <d < ------------- -------------- [Id a� -= r— -------------------------------------------------------------------� B °a a as I � ZONE 2 CD/CD 1,_4„ 5'-0" PROPAGATION BEN HES; i cu I° 1 ,_4„ V 1Lo 40, // 8 —0 I d° SPACE HEATER d •L -------------------------------------------------------------------� H B. H.B. f 0 0K m l -- ----------------- ------------- ---------------------------- - - - - - - - - - - - - - ------ B E❑2 2) SPEAKER CONDUITS G E E R A T❑ R j CD TO CONTROL PANEL, AND ZONE 1 ❑ FARMHOUSE CD — I l l d �r I l°d d °4° d °d. d d °d d° ddd - 6 D.S. D.S. '—_ 300A. 10 240V SERVICE I D.S. ❑UNT ON SIDE WALL METER ATS 300A, SERVICE RATED 3R (___)i AUTOMATIC TRANSFER SWITCH NOTES: LEGEND —LOW VOLTAGE TIMER (24 VOLT) SHALL BE SUPPLIED BY FUTURE GR❑WING LLC. —TIMER SHALL HAVE 8 ZONES, ONLY 6 ARE REQUIRED, 2 SPARE WILL BE OVA1LAbLE, EACH ZONE (1-5) FROM TIMER WILL REQUIRE LOW VOLTAGE TO HIGH VOLTAGE RELAY PANEL TO ACTIVATE THE FOLL❑WING 20 AMP CIRCUITS AS LABELED —ZONE 6 WILL BE STRICTLY A LOW VOLTAGE WIRE RUNNING DIRECTLY TO THE WATER ACTUATED S❑LEN❑ID GREENHOUSE ELE VALVE AT THAT L❑CATION, — —TOP OF OUTLETS SHOULD BE 24" 1 /�� _ �'O�� OFF OF CONCRETE FLOOR, CTRI CAL PLAN � 16 2 TUBE OUTDOOR FLUORESCENT LIGHTS ZONE 1 BOX 16 2 TUBE OUTDOOR FLUORESCENT LIGHTS ZONE 2 Oil FOR FARM) GRADE �B D 25 KW GENERATOR po It 4" FAN, TYP. --MOUNT 1-2PLEX DUPLEX OUTLETS TYP. (3) 20 AMP 4PLEX OUTLETS MOUNTED @' 18" AFF 300A, M.L.❑ 100A, M.L.❑ A - 3" PVC W/ 3-500 MCM AL TO JEA SERVICE CONNECTI❑N BOX B - 3" PVC SPARE CONDUIT TO JEA SCB C - 3" PVC W/ 3-350 MCM CU AND 1#2 CU D - 3" PVC W/ 3-350 MCM CU AND 1#2 CU E - 1-1/2" W/ 3#2 CU AND 1#8 F - #Z CU GROUND TO REBAR IN SLAB AND METAL BUILDING r, = G - 1-1/2" W/ 3#2 CU AND 1#8 F— �4 � J Z� � LL L) Z� QH W -�-' � W m z =W Q QW L. 00 r, = m Ocfl M CV m _ Hw zw OL� NI✓ JU6 00 Ucu cu > W co O >r' .L CV � ♦ , � ti 0 3 Z ^ , W � � 0 o cn ai o tJ� L) 0 W L REVISIONS �4 � J Q Q LL L) Z� QH mU � W mi z =W Q QW a = m � t) _z _ Hw zw Q� Fm Q REVISIONS 11-24-15 JOB NUMBER SCALE 114 — 1 -V DRAWING NUMBER E-2 _jj �4 11-24-15 JOB NUMBER SCALE 114 — 1 -V DRAWING NUMBER E-2 _jj Q N z '.. H U D z m O E— z LU O 0 W co 64,_x„ 0 z r v. d. a — 9 d d, d _ 4 —6 15 2 — 13 6 19 8 v e. 1 'A4-_ ®,a (1 I f do d 1,_977 (TYP) i G e t �I �I E E .' . • d A d O 0 0 O 00 00 — 88 d.v•e a88 00 L2 0-1 L20 -J ', • v A. E 00 I E I 4.. dd d v ,v 4 Y e d •. d' v Q.. o 4.4 J OI B I B a �cf) w00 OC 0 ao Z ►-� m s8 O ® �. cn I 0 o I �, O N d t- A I A I w o o QN OI B i B w � � Co I� a ss ss m m O J w w w a cr T I I 'rt N d. e v e: •'d 'd d d , 00 00 — J ,a • g — I _00 I —— 00. 0 O s d ••v d� a o �. e • e E d e od. a. d o d 19)_8,7 24)_8„ 19!_8,1 d a e a•e' d d .. 0 4 a. ®. d e SHEET NO. 1 of 1-4 U -u cnM Zm A I A o w w 0 o I �, O N d t- A I A I w o o QN OI B i B w � � Co I� a ss ss m m O J w w w a cr T I I 'rt N d. e v e: •'d 'd d d , 00 00 — J ,a • g — I _00 I —— 00. 0 O s d ••v d� a o �. e • e E d e od. a. d o d 19)_8,7 24)_8„ 19!_8,1 d a e a•e' d d .. 0 4 a. ®. d e SHEET NO. 1 of N 1. Z O V Z w STEEL LINE ° z Wo f, w U 6 0 4" SLAB ANCHOR 6" W D_ BOLTS _ 4f' SLAB ANCHOR 4„ SLAB POLIS Z. A. d d < ° 110 6 MIL POLY -� 377 4- 44 STIRRUPS . .a..•.a e.• 4. ® (EQUALLY SPACED) 4 —#5 CONT. E UALLY STIRRUPS SPACED4 #4 W/ #3 STIRRUPS �-3 3 ( Q ) AT 48" O.C. 1 -p" 3_ 4. 4_ 4 • s , a' EQU LLY SPACED (EQUALLY SPACED) 9, ( TO & BOTTOM / Z �77 (TOP & BOTTOM) �,_ f, 31p_ a:d� °.•da:.a ° :•e ° SECTION A A ( ) 2,_p,7 SQUARE SQUARE . d 4... . d a SECTION B — B SECTION C C �71 m 04 Q C!) M P. cc 0 o 77 co ANCHOR p ®z Iy cn 4 SLAB B O LTS '—' n ANCHOR Vn —i C) zm �* BOLTS Q U) m � � 377 4" SLAB W C° w w 3— #4 STIRRUPS I 6 MIL POLY -7 (EQUALLY SPACED) � o 3— #4 ® 0 cm (EQUALLY SPACED) 7, 77 4 —#5 CONT. „ w cc V - (TOP & BOTTOM)3 2,—p,7 3 3 W/ #3 STIRRUPS 3 3" a: U) co AT 48" 0. C. —p" Q 1' SQUARE co � cr- a o SECTION E E J SECTION D D o �. z W w �® x 7- 0 N a SAW CUT CONTROL JOINT 1/8" SEE BUILDING PLANS FOR PROJECTION • WIDE x 113 SCONCRETE LINE DEPTH MIN. dd : ° .a •° .•4 e• a ad a a FILL W/ ELAST METRIC CAULK. 4" SLAB•,, ° ... <°a . ,e .; .a6 :.. a® : (15$ MAX SPACING) 9„ (DOOR JAMBS) ; d .. d e e d . 14 SEE BUILDING PLANS 15" (FIGS "B—B" & "D—D") ° e, p..' X X X X X -X X 24" (FTG 9f^—C") a .:. d'' 'a a a 12 (F�fG "E—E") OH EX N UT:. . ° ¢ d 4" LAYER 6 MIL POLY OF SAND @TACK WELD NUT TO ANCHOR BOLT OR WELDED WIRE- FABRIC �NCHOR BOLTS SHALL BE ASTM F1554 GR36 #57 STONE (6 x 6 x W .4/W1.4) ANCHOR BOLTS SLAB DETAIL (-20 - K,r SHEET N0. 2 of 3 GENERAL NOTES: 1, All work and materials shall be in accordance with the Florida Building Code 2014, 2. Prior to construction all vegetation, stumps, roots, foreign material, and surficial topsoil shall be removed from the area under the foundation and to a minimum distance of 5 feet beyond the limits of the proposed building. After this striping and clearing has been completed the exposed natural soils shall be compacted to 95% of Modified Proctor in accordance with ASTM D 1557. At a distance of 50 feet or more from an existing structure this compaction shall be achieved by use of a vibratory drum roller in which the drum weighs a minimum of 5 tons with a minimum drum diameter of 3 feet. At a distance of within 50 feet from an existing structure this compaction shall be achieved by use o7' a light weight vibratory drum or sled compactor having a maximum weight of 1000 pounds 3, Groundwater levels shall be controlled to a minimum of 2 feet bel w the construction level. Groundwater elevations may fluctuate during construction therefore temporary dewatering may be necessary to control the groundwater levels, 4. All fill material shall be placed in lifts not to exceed 8 inches anJ shall be compacted to 95/ of Modified Proctor in accordance with ASTM D 1557. 5. If "pumping" of the near surface soils or fill material occurs during construction which results in strength loss of the subsequent soil, work shall be terminated in these areas and the disturbed soils removed, After removal of these soils, fill material which has a water content of not more than 10% shall be replaced and compacted, In lieu of removing the disturbed soils the excess moisture may be allowed to dissipate and the _ soil re -compacted, 6. When the fill material has been placed and properly compacted a "smoothed" bucket backhoe may be used to excavate to the planned foundation levels, After this excavation all soils at the bearing level shall be compacted to 957. of Modified Proctor in accordance with ASTM D 1557 to a depth of at least 1 foot, If backfilling is required in the footing excavations the fill shall oe placed in lifts not to exceed 6 inches. 7, All fill material shall consist of soil with no more than 10% of the particles passing a #200 sieve and shall be free of vegetation, organic material, construction debris, large rocks, and all foreign material. 8, All footings have been designed for the following assumed soil properties° Bearing Capacity = 2,000 psf Angle of Internal Friction (phi angle) = 28 degree Coefficient of Friction = 0.45 Soil Weight = 110 lbs per cubic ft. If it is determined after the soils survey that the actual soil properties are different than these assumed values, the contractor shall follow the recommendations of the geotechnical engineer, 9. The outlying perimeter areas of the proposed building shall be graded in such a way as to provide positive drainage away from the proposed building, 10, A vapor retarder shall be installed underneath the slab consisting of 6 mil minimum polyethylene with joints lapped not less than 6 inches and sealed, 11, All concrete shall have a minimum compressive strength of 3,000 p i at 28 days, 12. All concrete shall contain 2,5 % to 6 % entrained air to enhance frost resistance. 13. The maximum water -cement ration of the concrete shall be 0.45. 14. The slump limits of all concrete shall be 2 - 4 inches, 15, All concrete shall be mixed until there is a uniform distribution of materials in accordance with ACI 318, 16. All reinforcing bars that do not require welding shall conform to ASTM -615, Grade 60. All reinforcing bars that are to be welded shall conform to ASTM A706, Grade 60, Welded wire fabric shall conform to ASTM A-185, 17, The #4 continuous rebar in the slab turn down and curb wall shall be lap spliced a minimum of 2 feet at terminal points in order to maintain continuity. 18, The slab reinforcing including the welded wire fabric and hairpins shall not be cut during or anytime after construction since this reinforcement provides structural stability for the building, 19, Fiber reinforced concrete is an acceptable alternative to welded -wire fabric. Synthetic fibers shall be fibermesh 650 as manufactured by Propex Concrete Systems applied at the rate of 3 pounds per cubic yard of concrete Cor another equal system), 20. Since the passive resistence of the soil is an integral part of the ability of the foundation to resist the horizontal forces that will be present when the design Loads are applied to the building system, it is expressly forbidden for any future excavation to take place within 50 feet of the building without the consent of the Engineer of Record, 21, Control joints shall be installed in the foundation at intervals not to exceed 15 feet, 22. Maintain 3 inches minimum clearance for _all rebar and anchor bolts, unless otherwise noted, Q O LO N CO o- 0 O N J z O V— LL C0 /W+ Z O H U W •y >O W W z U '/£ r, cc N IL O W O u n•E J �R) w D U) _,v % V O =' z O z WQ C� a • � •'°. d gid' . .'e' q e e °d ° ..A ° iO t • b� 4,A .. ,4.. ® d 44- e W a v/ G-� a C) O ®z a ab n '> U) z z� 0 Wm O �4.4 1-� a W o- 0 O N J V— LL C0 /W+ •y '/£ r, cc N IL O n•E J �R) _,v % V O =' z w WQ C� a • q ° d°' °.. .a' .. ..A ° e .• e °•A . ° a 4.°° e•a. g'. .. d 4 (I - 2,0 - IS' SHEET N0. 3 of 3 Dia= 3/4" ,p 93 0x JO 00 ®� 4 f, 121)W 2" 2" See Plan DETAIL A Dia= 3/4" 6„ W 00 �l 4» 1� 2p) Q 2" 2,a 8„ W DETAIL B Dia— 3/4" 6" 00 4" 2$$ 2a, 2,a 8" W See Plan DETAIL C Dia = 3/4" 6a9 I� 4" —741f—��7C)f_ 41 a 201 2„ 8" So W See Plan DETAIL D Dia= 1/2" 1 99 F-1 � O 14" co � O 2 L_ -j " EW/ SW 1 3/4„ See Plan DETAIL E LITIE- S T R U C T U R E S O i 2'-7 7/8 FRAME LINE DIMENSIONS 7-- 13 l3 I-• B 11'—'t -7/a" 9 SCALE: DATE: -_ REVISION PH 229-896-7569 N.T.S. 11—�-2015 FAX ,229--896-7560 DRAWN BY: K.JOHNS N SALES: J.RAGLAND DATE: DESCRIPTION P.O. BOX 207 BUILDING SIZE: ADEL , CA 31620 4 X64X 14 64'—O" OUT—TO—OUT OF STEEL 3 4 '-2" 13'-6" 4. 00S n 5'-7 7/8" 6'-8 1 4" a acing ° E 7E. ■ C r ° r 1 D X -Bracing ANCHOR BOLT PLAN NOTE: All Base Plates ® 100'-0" (U.N.) I I I m ;T C B E E ° • • ■ r r T i A A Br r ( E° I I�� DESIGN CRITERIA BUILDING CODE, FBC 14 LIVE LOAD TO FRAMES, 12 PSF LIVE LOAD TO PURLINS= 20 PSF COLLATERAL LOAD, 3 PSF SNOW LOAD (GROUND), 0 PSF WIND LOAD, (ULTIMATE)' 126 MPH WIND IMPORTANCE FACTOR, 1 WIND EXPOSURE, T B gfCGURSJS GEGORY, 11 ENCLOSURE CLASSIFICATION, ENCLOSED :ATION PLAN: JOB # 9696—AB KEEN'S PORTABLE BUILDINGS ANCHOR BOLT PLANS SHEET 1 of 11 JACKSONVILLE, FL ry S. BarNida P.E. 2143 !Jell Purvis Road Adel, GA 31620 w P.E. # 54419 ttfNi' 11 4tJ.- tya NA 19 si AIL �► i a 2'-2 1 C . 2'-7 7/8 1 �yW F U) tiO y-- c� D \ r i oc O i 2'-7 7/8 FRAME LINE DIMENSIONS 7-- 13 l3 I-• B 11'—'t -7/a" 9 SCALE: DATE: -_ REVISION PH 229-896-7569 N.T.S. 11—�-2015 FAX ,229--896-7560 DRAWN BY: K.JOHNS N SALES: J.RAGLAND DATE: DESCRIPTION P.O. BOX 207 BUILDING SIZE: ADEL , CA 31620 4 X64X 14 64'—O" OUT—TO—OUT OF STEEL 3 4 '-2" 13'-6" 4. 00S n 5'-7 7/8" 6'-8 1 4" a acing ° E 7E. ■ C r ° r 1 D X -Bracing ANCHOR BOLT PLAN NOTE: All Base Plates ® 100'-0" (U.N.) I I I m ;T C B E E ° • • ■ r r T i A A Br r ( E° I I�� DESIGN CRITERIA BUILDING CODE, FBC 14 LIVE LOAD TO FRAMES, 12 PSF LIVE LOAD TO PURLINS= 20 PSF COLLATERAL LOAD, 3 PSF SNOW LOAD (GROUND), 0 PSF WIND LOAD, (ULTIMATE)' 126 MPH WIND IMPORTANCE FACTOR, 1 WIND EXPOSURE, T B gfCGURSJS GEGORY, 11 ENCLOSURE CLASSIFICATION, ENCLOSED :ATION PLAN: JOB # 9696—AB KEEN'S PORTABLE BUILDINGS ANCHOR BOLT PLANS SHEET 1 of 11 JACKSONVILLE, FL ry S. BarNida P.E. 2143 !Jell Purvis Road Adel, GA 31620 w P.E. # 54419 ttfNi' 11 4tJ.- tya NA 19 si AIL �► Dia= 3/4" 'p -Q® �®� 00 2'-7 7/8' J 4" N O W 2fa 2» See Plan a DETAIL A I Dia= 3/4" Baa 00 fN I\ � I Off � 2" 2112a, 1" 47T�1 8" DETAIL B Dia= 3/4" 8fa 00 h �I� 4" 2 21 211 2:a 8" W See Plan DETAIL C Dia= 3/4" baa I 4" 41) 8" 21tI-.I--I 2aa W See Plan DETAIL D Dia= 1/2" `� fD r—� Io i 00 I O i 14" 2" EW/ SW 1 3/4" See Plan DETAIL E s F- O d I 2'-7 7/8 x I a B A A Lr B UQ 2'-2 1/q 2'-7 7/8' J N O � N a O r I F- O d I 2'-7 7/8 x I a B A A Lr B ®E E SCALE: DATE: P 2,29-896-7569 N.T.S. 11-13-2015 FAX ,229--896-7560 DRAWN BY: K.JOHNS Ni SALES: J.RAGLAND LITE P.O. BOX 207 BUILDING SIZE: ADEL , CA 31620 4 X64X14 S T R U C T U R E S 31 REVISIT 4. i 5'-7 7/8" 6'-8-1/4" a: C9 ®E • I ■c■ D X—Bracing ANCHOR BOLT PLAN NOTE: All Base Plates 0 100'-0" (U.N.) C O C E 0 6 v •E E• --�� z —.-! -A 7d" 0 ll S. Barftatd, P.E. 2149 el, G 31620rvis �d . P.E. # 54419 DESIGN CRITERIA BUILDING CODE, FBC 14 LIVE LOAD TO FRAMES, 12 PSF LIVE LOAD TO PURLINS= 20 PSF COLLATERAL LOAD, 3 PSF SNOW LOAD (GROUND), 0 PSF ` WIND LOAD, (ULTIMATE)° 126 MPH *` 4.••� a jv'w ' WIND IMPORTANCE FACTOR, 1 WIND SURE��;•'� $, :9.atte 1g�-USS GRIUPEGIIRY, $ �: a� ', . ENCLOSURE CLASSIFICATION, ENCLOSED 'ATION PLAN: JOB # + • 9696 --AB ' 4-4 ►ki KEEN'S PORTABLE BUILDINGSANCHOR BOLT PLANS SHEET 1 OF 11 ,�t•Rar•as JACKSONVILLE, FL ` �E . L . ITE M S T It U C T U R E i FRAME LINES: 2 4 Building reactions are booed on the following building data: ± Reactions (k ) Width (ft)= 40.0 Length -Wind - -Seismic - |Eave Height (ft)= 14.0 �\ R-- Slope ~ D - -- Load = 2.5Collateral ~ ' � Load (psf= COLUMN LINE 20,0 � \ � Frame Live � = 12.0 Wind Speed (mph ) = 126'0 � nd Code ` ' � VN =FBC 14 /|BC 12 � Exposure = Closed/Open = C |rnp#rtonte Wind = 1.00 Import rtonoe Seismic = 1.00 Seismic Zone = 8 Seismic Coeff (Fq*Sa) = 0.18 0.0 0.0 -0,1 0.0 1/0 0^0 1.2 0.0 -0.1 Wind Wind - Wind VYinxj Wind Wind Wind RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Seis -Column Reactions (k ) Base -Plate (in) Grout Line Line ID H Vmax ID H Vmin Qty Dia Width Length Thick (in) Horz Vert Horz Vert Horz Vert Horz Vert 2* Frame lines: 2 4 SOLDIER COLUMN: BASIC COLUMN REACTIONS (k ) RIGID FRAM E: BASIC COLUMN REACTIONS (k Frame Column - - - - - Dead- ----Collateral- --Live----- --Wind-Left 1 - -Wind-Rightl - --Wind-Left2- Collot Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Ve rt Honz Vert Horiz Ve rt Hlorz Vert Horz Harz Vert Vert Frame Column -Wind-Right2- - -Wi nd-Long 1 - --Wind-Long2 MAXIMUM REACTIONS, - -Seismic-Left Seismic -Right -Seismic-Long & BASE PLATES Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Frm Cal Load Hmax V Load Hmin V Anc. Bolt Base -PI ate in �hlck Grout Line Line ID H Vmax ID R Vmin Qty Dia Width Length� (in) 2* Frame lines: 2 4 KJ�T�� REACTIONS '��//�-~� ' �//` � Building reactions are booed on the following building data: ± Reactions (k ) Width (ft)= 40.0 Length -Wind - -Seismic - |Eave Height (ft)= 14.0 �\ R-- Slope ~ = 7.0/7.0 - -- Load = 2.5Collateral ~ ' � Load (psf= 3.0 � Roof Live= ---- 20,0 � \ � Frame Live � = 12.0 Wind Speed (mph ) = 126'0 � nd Code ` ' � VN =FBC 14 /|BC 12 � Exposure = Closed/Open = C |rnp#rtonte Wind = 1.00 Import rtonoe Seismic = 1.00 Seismic Zone = 8 Seismic Coeff (Fq*Sa) = 0.18 ID Description 1 Dead fCoUotero|fLive 2 Dead +D'8W|d_Lo 1 3 Dead fCoUotaro|fO.75LivefD.45Nind_Lef l 4 Dead fCoUotenolfO'75UvefO.45Wind_R5ght1 5 0.6Deodf0.8Wind_Loft2 6 0.6Doodf0.6VVnd_Right2 7 0.8Deod+0.0VVnd O 0.6Deodf0'6VYnd B 0'6Duodf0'6VVnd_Suotionf06VV| d Lon 1 10 Deodf0'6VWnd__Pnaaaure+0.8VWnd__Long1 11 0'8Daodf0.6YYind--Suntiun+06VVi d Lon 2 12 Dmod+0'6VVind--Praoauref0'6VVind Lo 2 13 0.8Deudf0.6VYind__Pnaeounaf0.6YVind--Long1 14 0.0Dnodf0.6YVind_-Pn:aauraf0'6YVind--Long2 15 Dead fO.8Wind_Prmomuro 16 0.6Dmodf0.6YVlnd__8uction 17 0.6Ueodf0,6VYlnd--Preamure 18 DeodfCo||otaro|f0.75Uvef0.45VY|nd_-Preanure 19 0'6Deod-0,6VV|nd__Long1 BUILDING BRACING REACTIONS Col Dead Dia ± Reactions (k ) Panel -Shear Wall - Col -Wind - -Seismic - (lb/ft) Loc Line Line Harz Vert Harz Vert Wind Seis 1'8 -0.3 -0.5 -0.1 3'5 *]'O -3.7 -0.1 3'5 -3.7 0.0 O'D 0 a Soldier 3/4" A,307 ANCHOR BOLT SUMMARY Frm Col Dead Dia Line Pr9 Qty Locate (in) Type (in) Vert Vert O'O 1'8 -0.3 -0.5 -0.1 3'5 *]'O -3.7 -0.1 3'5 -3.7 0.0 O'D 0 a Soldier 3/4" A,307 2.50 PH 229-896-7569 FAX 229-896-7560 IDMWN BY: K.JOHNSONJ SAI -ES: J.MGLAND ' BOX 20^�� 0 ~~D^~ SIZE: 40X64.X1 4 ENDWALL COLUMN: Frm Col Dead Collat Line Line Vert Vert N|ght1 Harz Vert Vert Vert O'O 1'8 -0.3 -0.5 -0.1 3'5 *]'O -3.7 -0.1 3'5 -3.7 0.0 O'D Wind Seis Frm Col Long2 Left Line Line Vert Vert 1.2 0.0 0.0 -0,1 0.0 1/0 0^0 1.2 0.0 -0.1 Wind Wind - Wind VYinxj Wind Wind B/V5|C COLUMN REACTIONS /k � E E Wind Wind --- Live- -- Lef 1 N|ght1 Harz Vert Vert Vert O'O 1'8 -0.3 -0.5 -0.1 3'5 *]'O -3.7 -0.1 3'5 -3.7 0.0 O'D 1'6 -0'5 -0'3 Se|s -3.0 3.6 -1,0 Wind Wind Wind E E Wind Left2 Right2 Press Win Long Vert Vert Hurz Horz Vert Ve rt -0'3 -0,5 O'O O'O 0.0 -1.6 0.0 -3.7 -3.0 3.6 -1.0 -4,4 -3,7 0.0 -3.0 3.6 -1,0 -2'1 1.4 0.0 1.2 0.0 0.0 -0,1 Right E1P/g[_LL_1- - E E Left 1 Vert Horz Vert Horr Vert Horz Vert Harz Vert O'1 0.0 1,0 0.0 -0.1 0.0 1,2 0.0 -O] -OJ 0.0 3.0 0.0 0,9 0.0 1'4 O'O 1.2 OJ] 0.0 0'9 0.0 3'0 QJ] 1.4 0.0 1.2 0.0 0.0 -0,1 0.0 1/0 0^0 1.2 0.0 -0.1 Wind Wind - Wind VYinxj Wind Wind Wind Frm Col Dead Lung2 Collat Live Left 1 Rightl Left2 Rig ht2 Press Suct Long I Line Line Vert -1'6 Vert Vert Vert Vert Vert Vert Horz Horz Vert MPH WIND IMPORTANCE FACTORt 1 ENCLOSURE CLASSIFICATION, ENCLOSED Seis Line Line Vert Horz Vert Horz Vert Horz Vert Horz Vert SOLDIER COLUMN: BASIC COLUMN REACTIONS (k ) Wind Seis Frm Col Dead Collot - - - Live- - - WInd-Press Suct Wind -Long 1 Long Line Line Vert Vert Horz Vert Hlorz Vert Horz Harz Vert Vert ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Column Reactions (k ) Frm Cal Load Hmax V Load Hmin V Anc. Bolt Base -PI ate in �hlck Grout Line Line ID H Vmax ID R Vmin Qty Dia Width Length� (in) SOLDIER COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Column Reactions (k� ) Frm Col Load Hmax V Load Hmin V Anc. Bolt Base -Plate (in) Grout Line Lime ID H Vmax ID H Vmin Qty Dia Width Length Thick (in) Wind Sais Lung2 Left Vert Vert -1.5 0.0 -2'1 D'O -4.4 -O.1 -1'6 U'1 DESIGN CRITERIA BUILDING CODE, FBC 14 LIVE LOAD TO FRAMES: 12 PSF LIVE LOAD TO PURLINS1 20 PSF COLLATERAL LOAD, 3 PSF SNOW LOAD (GROUND): 0 PSF WIND LOAD, (ULTIMATE): 126 MPH WIND IMPORTANCE FACTORt 1 ENCLOSURE CLASSIFICATION, ENCLOSED W��N'� ��T&�|� AU|Ul|N[�� KEEN'S PORTABLE `~�^- ~~'�^^^`~~ COLUMN �� |/lK]�� SHEET �) OF 1 1 JACKSONVILLE, E �� 0 .,�r`�'/.`�.`.^ � `_ . . Gregay S. Barfield, P.E. �i149 Nall Purvis Road LAdel, GA 31610 a 64'-0°" OUT -TO -OUT OF STEEL 191-890 m '-o" IE QUAN MARK PART I E-2 SC -1 W8X 10 E-1 IE -q2 TYPE -q2 SR -1 E-1 A325 3/4 113 7r Sc -1 2 I 1/2" 1 1/2 SC -2 'I L1 ___------------------------ 1/2" 1 1 2" 10'-0" 2 ----------Save Extension---------- — --- --- ------------------I+ -- I 2 DJ -5 8X35C14 10'-0" 1 G-13 8X25C14 G-15 1 DH -4 G-11 3'-4 1/2" 1 DH -5 8X35C14 DH - i 1 I DH -6 8X25014 6'-4 1 4" 3 E-1 DH -3 18'-9 1/2" 1 E-2 8E514L4 24'-1 1/2" 1 E-3 8E514L4 14'-3 1/2" 1 E-4 8E5141_4 3'-11 1/2" 1 G-13 8E514L4 G-14 w G-16.1 1 G-10 N 10'-7 1/2" G-12 E-12 8E514L4 8 3/4" 1 G-10 I 2'-8 5/8" 1 G-1 1 8X252 16 20'-9 1/2" 1 G-12 8X25216 r� I G-13 N 26'-11 1/2" 1 G-14 8X25Z 16 13'-8 1 2" 1 in m a 8X252 16 20'-9 2"1 � G-16 8X25216 y00 3;-2 1 1 G-17 8X25216 I I G-18 8X252 16 16'-3 1/2" 1 G-19 8X25216 L2x4 1 I 8X25216 6'-9 1/2 1 G-21 8X25216 6'-9 1/2" 1 ---------------------------- 8X25216 ----------- --- EC-1, G-23 8X25Z 16 15'-9 1/$ 1 R 1-4 6'-8 5 8" 2 G-25 8X25Z 16 i 2 G-26 8X25Z16 20'--9 1/2" 2 CB -1 1/4 -CBL 12'-9 1/2" 3'-5" '-5 1 ' 1 iv 4'-4 3Z4" 17'-8" 12'-3 5/8" CB -3 " 1 15'-0" 1'-1 3�}" T 3/4" GIRT! LAPS 1'-1 3/4" SIDEWALL FRAMING: FRAME LINE A 64'-0" OUT -TO -OUT OF STEEL 4315'-2"4'-6" Y'_ 13'-6" YT11'_2" 19'-8" SR -1 H SR -2 H E_6 ! E -i IE -h2 E- 2 E-3 E-4 E-5 Save Extens I- I ---------------._...- _ _____ -- ------ - _----- -_-.- --- -- - 1 _ G-21 G-23 G-25 G-26 G-18 DH -5 DH -6 I i i I G-17 G_19 G-20 G-2404 G-2 G-26 ,n O `n M CN I I 1 L2x4 J- ------------ - - ---- -- --_ — -vo -C �— I I BOLT TABLE QUAN MARK PART FRAME LINE A & D 1 SC -1 W8X 10 LOCATION QUAN TYPE DIA LENGTH - SR -1 2 A325 3/4 113 7r Sc -1 2 A325 1/2" 1 1/2 SC -2 2 A325 1/2" 1 1 2" MEMBER TABLE FRAME LINE A & D QUAN MARK PART LENGTH 1 SC -1 W8X 10 9'-9 3/4" 1 SC -2 W8X10 9'-9 3/4" 1 SR -1 W8X10 18'-10 1/2" 1 SR -2 W8X10 24'-1 1 2" 4 DJ -3 8X25C14 10'-0" 2 DJ -4 8X25C14 10'-0" 2 DJ -5 8X35C14 10'-0" 1 DH -3 8X25C14 4'-4 1/4" 1 DH -4 8X25C14 3'-4 1/2" 1 DH -5 8X35C14 5'-11 1/2" 1 DH -6 8X25014 6'-4 1 4" 3 E-1 8E514L4 18'-9 1/2" 1 E-2 8E514L4 24'-1 1/2" 1 E-3 8E514L4 14'-3 1/2" 1 E-4 8E5141_4 3'-11 1/2" 1 E-5 8E514L4 12'-11 1/2" 1 E-6 8E514L4 10'-7 1/2" 4 E-12 8E514L4 8 3/4" 1 G-10 8X25Z 16 2'-8 5/8" 1 G-1 1 8X252 16 20'-9 1/2" 1 G-12 8X25216 13'-2 5/8" 2 G-13 8X25Z 16 26'-11 1/2" 1 G-14 8X25Z 16 13'-8 1 2" 1 G-15 8X252 16 20'-9 2"1 G-16 8X25216 y00 3;-2 1 1 G-17 8X25216 3$-811 1 G-18 8X252 16 16'-3 1/2" 1 G-19 8X25216 6'-0" 1 G-20 8X25216 6'-9 1/2 1 G-21 8X25216 6'-9 1/2" 1 G-22 8X25216 2'-2 1/4" 1 G-23 8X25Z 16 15'-9 1/$ 1 G-24 8X25Z 16 6'-8 5 8" 2 G-25 8X25Z 16 13'-5 1/2" 2 G-26 8X25Z16 20'--9 1/2" 2 CB -1 1/4 -CBL 28'-6" 1 CB -2 5/16 -CBL 17'-8" 1 CB -3 5/16 -CBL 1 15'-0" *CANOPY DETAIL FOUND ON CROSS SECTION PAGE 11. EC 6 C SC -1 R 1 1� SC -2 RF1-1 EC -1 M 6 4'-0" 6' -0" 5'-2' -4 3 4" 5' -9 5.Z 8" DESIGN CRITERIA BUILDING CODE, FBC 14 GIRT t°-1 3/T 1°-t 3 t'-1 3/4" 1°-1 LIVE LOAD TO FRAMES: 12 PSF LAPS 1'-1 3/4" 1'-1 3/4" 1'-1 3/4" 1 -1 3/4 LIVE LOAD T❑ PURLINS, 20 PSF I� COLLATERAL LOAD, 3 PSF ®` ;.eg9ryb SIDEWALL FRAMING: FRAME LINE D SNOW LOAD (GROUND), Q PSFki.,...Q�'i WIND LOAD, (ULTIMATE)+ 126 MPH S. 8"eld, P.E. WIND IMPORIITAKKNCCCE FACTOR, 1 ' d• Nv 544is ' f a�149 Neii Purvis �a Road i SEjSMjC USES GRt7AU�EG11RY, I t Adel, GA 31620 LP -E- 0 64418 ENCLOSURE CLASSIFICATION, ENCLOSED a TITLE/LOCATION PLAN: JOB # • :c( P.%� PH 229-896--7b69 scALE: N.T.S. DATE: 11-13-2015 REVISION 9696 -SF ��„�;`• ��`••' �"�'� FAX 229--896-7560 DRAWN BY: K.JOHNSON SALES: J.RAGLAND DATE: DESCRIPTION �� 0��" s� KEEN'S PORTABLE BUILDINGS `'� LITE P.O. BOX 207 BUILDING SIZE: JACKSONVILLE, FL SIDEWALL FRAMING SHEET 3 of 1 S R u c t u R e $ ADEL GA 31620 40X64X 14 i t w ELITE S T R U C T U R E S ,--ff7" 12 ENDWALL CANOPY DETAIL 11 40'-0" OUT -TO -OUT OF STEEL C B 12'-0" 131!4„ ii' ..... PH 229-896-7569 w— IN. .0. 11-13- .S. 201 5 FAX 229--896-7560 DRAWN BY: K.JOHNSON SALES: J.RAGLAND P.O. BOX 207 BUILDING SIZE: ADEL , GA 31620 40 64X 14 KEEN'S PORTABLE BUILDINGS JACKSONVILLE, FL i� 7"h 12 BOLT TABLE MARK PART `30 FRAME LINE 1 & 6 30 3'-8 7/16' F ✓ LOCATION F s TYPE DIA LENGTH Cor_Column Raf a\_�Fe30 A325 3/4" 3 ER -1 /ER -2 n 3 G-7 _ i o 3 G-7 0 1 2" 1 1 2" 12 EC -6 W8X10 14'-0" ER -1 W8X10 22'-0 1/16" . ER -2 W8X10 22'-0 1/16 ti a � G-9 8X35C14 G-7 G-9 8X35C 14 7'-11 1 ID 8X3501.4 Gr - - - - G-6 , G-8 I [)H-1— I G-8 — Canopy — I I C14_- 8X25Z16 1'-10" DH -2 8X25Z16 I G- I �I _ I G- G- `� E G-8 �Q 0 G-8 04 N I I G-7 G-9 G-8 I o N o I � ( I L2x4 H EC -1 --- C I -� C �I— EC -20 OEC -3 --- — H EC -1 I - 3'-8" 8'-0" 2'-4 iv 6'-4 3 4'0 N — — — ------ ---- I H ENDWALL FRAMING: FRAME LINE 1 -0„ 40'-0" OUT -TO -OUT OF STEEL '-a" ENDWALL FRAMING: FRAME LINE F D TE• REVISION �A QB C D ' / 1 129-0" PH 229-896-7569 w— IN. .0. 11-13- .S. 201 5 FAX 229--896-7560 DRAWN BY: K.JOHNSON SALES: J.RAGLAND P.O. BOX 207 BUILDING SIZE: ADEL , GA 31620 40 64X 14 KEEN'S PORTABLE BUILDINGS JACKSONVILLE, FL i� 7"h 12 BOLT TABLE MARK PART LENGTH FRAME LINE 1 & 6 30 3'-8 7/16' EB -4 LOCATION F s TYPE DIA LENGTH Cor_Column Raf 4 A325 3/4" 3 ER -1 /ER -2 _ ,Q7" i o 3 G-7 0 1 2" 1 1 2" 12 EC -6 W8X10 14'-0" ER -1 W8X10 22'-0 1/16" . ER -2 W8X10 22'-0 1/16 DJ -1 8X35014 � G-9 8X35C14 G-7 G-9 8X35C 14 7'-11 1 ID 8X3501.4 6'-4 1 4" G-1 8X25Z 16 2'-0 1/8" G-8 8X25Z 16 G-7 I G-8 8X25Z 16 I G-4 8X25Z16 1'-10" G-5 8X25Z16 2'-3 5/8" G-6 I 11'-7 1 /2" ( 8X252 16 G-8 G-8 8X25Z16 G-7 G-9 G-8 I I I IL2x4 I - ----------- I-I — — — — I — — — — — — ------ ---- I H EC -1 EC -4 EC -5 EC -6 ENDWALL FRAMING: FRAME LINE F D TE• REVISION TITLE/LOCATION PH 229-896-7569 w— IN. .0. 11-13- .S. 201 5 FAX 229--896-7560 DRAWN BY: K.JOHNSON SALES: J.RAGLAND P.O. BOX 207 BUILDING SIZE: ADEL , GA 31620 40 64X 14 KEEN'S PORTABLE BUILDINGS JACKSONVILLE, FL i� 7"h 12 BOLT TABLE MARK PART LENGTH FRAME LINE 1 & 6 W8X 10 3'-8 7/16' EB -4 LOCATION QUAN TYPE DIA LENGTH Cor_Column Raf 4 A325 3/4" 3 ER -1 /ER -2 8 A325 3/4" 3" Int -Column Raf 4 A325 1 2" 1 1 2" MEMBER TABLE FRAME LINE 1 & 6 MARK PART LENGTH EB -2 W8X 10 3'-8 7/16' EB -4 W8X10 3'-8 7/16" EC -1 W8X10 14'-0" EC -2 W8X10 20'-8 3/4" EC -3 W8X10 20'-8 3/4" EC -4 W8X10 20'-8 3/4' EC -5 W8X 10 20'-83/4't EC -6 W8X10 14'-0" ER -1 W8X10 22'-0 1/16" . ER -2 W8X10 22'-0 1/16 DJ -1 8X35014 15'-0" DJ -2 8X35C14 10'-0" DH -1 8X35C 14 7'-11 1 DH -2 8X3501.4 6'-4 1 4" G-1 8X25Z 16 2'-0 1/8" G-2 8X25Z 16 9'-5 5/8" G-3 8X25Z 16 10 3/4" G-4 8X25Z16 1'-10" G-5 8X25Z16 2'-3 5/8" G-6 8X25Z16 11'-7 1 /2" G-7 8X252 16 11'-7 1 /2" G-8 8X25Z16 12'-5 5/89 G-9 I 8X25Z 16 9'-5 5/833 FLANGE BRACE TABLE FRAME LINE 1 & 6 VID1 MARK ILENGTH 1 1 FB30 2 -6 CONNECTION PLATES FRAME LINE 1 & 6 El ID I MARK PART 1 1 61 Gmgary S. 9arBekl, P.E.` 12149 Nett Purvis Road Ariel, GA 31620 P.E. # 54419 DESIGN CRITERIA BUILDING CODE; FBC 14 LIVE LOAD TO FRAMES= 12 PSF LIVE LOAD TO PURLINS; 20 PSF _�+ #Ire##h COLLATERAL LOAD, 3 PSF SNOW LOAD (GROUND); 0 PSF ��®•iC►.;�rq WIND LOADS (ULTIMATE); 126 MPH Q �. ifi WIND IMPORTANCE FACTOR; 1 4• '� . gWIINLDD EXPOSURE, EG®RYA IB No 1 441! , S iSMIG USE &U� I �k ENCLOSURE CLASSIFICATION; ENCLOSED Z PLAN: JOB # r • 0f 9696 -EF '-copl%lo!'•r,�', Mtalsss tvot� ENDWALL FRAMING SHEET 4 of 11 l ( S X w 0 LL - U) 0 0 X ELITEmu S T R U C T U R E S I x I x ER -1 NI II w I I F�I wl I ER -2 I I I - 2 2 EB -£B-2 PURLIN LAP -8» 1- 1 64'-0" OUT -TO -OUT OF STEEL 3 13'-6" ,A-1,.,, -6" I 15'- EB -3 CANOPY BOLTS EB -3 E-8 RF1-1 I E-6 I 8X2CH16 SC -2 I E-5 I DIA LENGTH EB -2 W8X10 4 A325 I SR -2 P-2 T I I I EB -3 I 4 I I RF1-2 I 1/2" I I I EB -8 1 A325 I I 1 1 EB -6 I I I 4 I 1/2" I Yp I I P-2 Typ I i RF1-3 ( 1 I I I EB -8 I 4 I 1/2" 1 1 2" E-3 _ I I E-4 I I I RF1-4 I E-2 12'-11 1/2" EB -3 3/4" 8E514L4 E-8 E-7 V VIN.L. v. +• PH 229-896-7569 N.T.S. 11-13-2015 FAX 229-896-7560 DRAWN BY: K.JO NSON SALES: J.RAGLAND P.O. BOX 207 BUILDING SIZE: ADEL , GA 31620 40X64X 14 240—Q» 24'-8 ROOF FRAMING PLAN REVISION rE: DESCRIPTION EB -3 EB -3 E-7 _f gy 1 IL-4 SC -1 EI3 7 SSR --1 P-3' RF1-2 I I I I P"1 RF1-3 RF1-4 11 E-7 EB -3 BANDNG 3�4",r 1'-t 3/4" 19'-8" EXTENSION ROOF PLAN CANOPY BOLTS MARK PART LENGTH MARK 8X2CH16 QUAN TYPE DIA LENGTH EB -2 W8X10 4 A325 1/2" 1 1/21' EB -3 6'-2 5/16'' 4 A325 1/2' 1 1/2" EB -4 EB -8 4 A325 1/2" 1 1/2" EB -6 8X35Z 16 4 A325 1/2" 1 1/2" EB -7 11-5 1 /2" 4 A325 1/2" 1 1 /2" EB -8 E-1 4 A325 1/2" 1 1 2" ANGLE TABLE ROOF PLAN OIDI MARK I LENGTH DETAIL B -IAB -1 BANDNG 1 300Y -O" ANGLE -1 Fz E 2 Ic ILL I I � x I ER -'2 I I I"' II w I I i IW ER -1 1 it _ 2 2 EB -®B-5 MEMBER TABLE ROOF PLAN ROOF PLAN MARK PART LENGTH EB -1 8X2CH16 6'-2 5/16" EB -2 W8X10 3'-8 7/16" EB -3 W8X10 3'-8 7/16" EB -4 W8X10 3'-8 7/16" EB -5 8X2CH16 6'-2 5/16'' EB -6 W8X10 6'-4 1/4" EB -7 W8X10 6'-4 1114 " EB -8 W8X10 6'-4 1/401 P-1 8X35Z 16 21 '-9 1/2" P-2 8X35Z 16 26'-11 1 P-3 8X35Z 16 21'-9 1 2" P-4 8X25Z 16 11-5 1 /2" P-5 8X25Z 16 3'-1 1 1/2 P-6 8X25Z 16 12'-11 1/2" E-1 8E5141-4 18'-9 1/2" E-2 8E514L4 24'-1 1/2" E-3 8E514L4 14'-3 1 /2" E-4 8E514L4 3'-1 1 1/2 E-5 8E5141-4 12'-11 1/2" E-6 8E514L4 10'-7 1 2" E-7 8E5141-4 20'-4 1/2" E-8 8E5141-4 24-1 1/2" E-9 8E5141-1 14'-0" E-10 8E5141-1 6'-2 3/4" E-11 8E514L1 15'-23/4" E-12 BE514L4 8 3/4" CB -4 1 1 4 -CBL 33'-6" CONNECTION PLATES ROOF PLAN ❑ ID MARK PART 1 d1 2 d2 3 d3 DESIGN CRITERIA BUILDING CODE, C FBC 14 LIVE LOAD TO FRAMES, 12 PSF LIVE LOAD TO PURLINS, 20 PSF COLLATERAL LOAD, O PSF SNOW LOAD (GROUND), 0 PSF WIND LOAD, (ULTIMATE), 126 MPH WIND IMPORTANCE FACTOR, 1 $WI WIND DDIEXPOSU E, B S CUPGIIR`(, C ASSIFICATION ED ENCLdSURE L , EN LOS TITLE/LOCATION PIAN: JOB # 9696—RF KEEN'S PORTABLE BUILDINGS ROOF FRAMING SHEET 5 of 11 JACKSONVILLE, FL 'Qroam S. Sarfeld, P.E. J 2149 Neil Purvis Road Adel, GA 31620 P.E. # 54419 ELITE S T R U C T U R E S IT 4 / S �® ®\ 12 / / C14 °- I N \�® / N � 1 1 r & CD 3 N C nolLk -- —J a 0) I to LO 0 ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Go PBR — NEED COLOR TRIM TABLE FRAME LINE 1 & 6 O I D PART D ETAI L 1 E-108 TRIM -9 2 ER -105 TRIM -6 3 ER -103 TRIM -4 4 XET-31 TRIM -4 ENDWALL SHEET'NG & TRIM: FRAME LINE 6 PANELS: 26 Go. PBR - NEED COLOR SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Go. PBR - NEED COLOR 1 y -----_--------,-.-- ----------- ® (Gutter with 3 downsuouts_---------- -�- _� _------------ ---- R m t _Eave Extension __ __ _ ------ --- --- _- --_ - _ _ _ Canoe - - - - - -- -1 o 4 b' SIDEWALL SHEETING & TRIM: FRAME LINE D PANELS: 26 Go. PBR - NEED COLOR SCALE• DATE: R 7\/I C I(') 1\I TITLE/LOCATION PH 229-896-7569 N.T.S. 11-13-2015 FAX 229-896-7560 DRAWN BY: K.JOHNS N SALES: J.RAGLAND P.O. BOX 207 BUILDING SIZE: ADEL , GA 31620 4 X64X14 KEEN'S PORTABLE BUILDINGS JACKSONVILLE, FL TRIM TABLE FRAME LINE A & D ---___Stutter with 3 downsuouts----------- _---_ --_----------- -- -I PART ------------------ 1 4 E-108 TRIM -9 2 1 --------_ TRIM -9 FFID 3 4 ER -105 TRIM -6 Eave Extension TRIM -4 --- --- --_.. -.-- --- --- --- --- --- I -} 126 MPH 00 I 1 WT D EXPOSURES IV SLLCGUSSRG U�EG❑RY, B I ENCLOSURE: CLASSIFICATION, ENCLOSED 'PLAN: JOB # 9696—WS I WALL SHEETING SHEET 6 of 11. io R SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Go. PBR - NEED COLOR 1 y -----_--------,-.-- ----------- ® (Gutter with 3 downsuouts_---------- -�- _� _------------ ---- R m t _Eave Extension __ __ _ ------ --- --- _- --_ - _ _ _ Canoe - - - - - -- -1 o 4 b' SIDEWALL SHEETING & TRIM: FRAME LINE D PANELS: 26 Go. PBR - NEED COLOR SCALE• DATE: R 7\/I C I(') 1\I TITLE/LOCATION PH 229-896-7569 N.T.S. 11-13-2015 FAX 229-896-7560 DRAWN BY: K.JOHNS N SALES: J.RAGLAND P.O. BOX 207 BUILDING SIZE: ADEL , GA 31620 4 X64X14 KEEN'S PORTABLE BUILDINGS JACKSONVILLE, FL TRIM TABLE FRAME LINE A & D UAN PART DETAIL 1 4 E-108 TRIM -9 2 1 E-108 TRIM -9 FFID 3 4 ER -105 TRIM -6 4 15 ER -103 TRIM -4 5 8 ER -103 TRIM -4 6 1 4 E-108 TRIM -9 GrB," S. Barfield, P.E. ! 2149 Nell Purvis Road Adel, GA 31620 R.E. # 54419 DESIGN CRITERIA BUILDING CODES FBC 14 LIVE LOAD TO FRAMES: 12 PSF LIVE LOAD TO PURLINS. 20 PSF COLLATERAL LOAD, 3 PSF SNOW LOAD (GROUND)• 0 PSF WIND LOAD, (ULTIMATE)= 126 MPH WIND IMPORTANCE FACTOR, 1 WT D EXPOSURES IV SLLCGUSSRG U�EG❑RY, B I ENCLOSURE: CLASSIFICATION, ENCLOSED 'PLAN: JOB # 9696—WS I WALL SHEETING SHEET 6 of 11. GrB," S. Barfield, P.E. ! 2149 Nell Purvis Road Adel, GA 31620 R.E. # 54419 ELITE STRUCTURES Li C) ® Lai.. I � `« D N U L•.. O O o: Lo I Lo N [A] TRIM TABLE ROOF PLAN OID PART DETAIL 1 ER -103 TRIM -4 2 E-142 TRIM -80 3 E-300 TRIM -45 4 E-325 TRIM -70 5 E-328 TRIM -73 6 E-329 SNOW A (GROUND), 7 E-326 TRIM -71 8 FL-- 13A m 64'-0" OUT—TO—OUT OF STEEL 3 1 a -2n 1 3r -6$r V � V 0 [A] i-099 PH 229-896-7569 N.T.S. 11-13-2015 FAX 229--896--7560 DRAWN BY: K.J®OHHNSON S LES: J.RAG D P.O. BOX 207 BUILDING SIZE: ADEL , GA 31620 1 40X6 X 14 ow ROOF SHEETING PLAN PANELS: 24 Ga. 168L — Galvalume [A] SOFFIT PANELS: 26 Ga. PBR — NEE® COLOR KEEN'S PORTABLE BUILDINGS JACKSONVILLE, FL Lo in N [A] S. Sarfticl. P.E.` 2148 !Nell Purvis Road Adel, CA 31620 P.E. # 54419 DESIGN CRITERIA BUILDING CiD • LOAD TO FRAMES, 12 PSF LIVE r • a >rr P t PSF COLLATERAL O•D SNOW A (GROUND), WIND LOADt WIND IMPORTANCE • , WINDF -Y . jA & ENCLOSURE CLASSIFICATIONi ENCLOSED •: 9696—RS •* OF ROOF S. Sarfticl. P.E.` 2148 !Nell Purvis Road Adel, CA 31620 P.E. # 54419 601 D C B i Q r � N, / / .N r � / r � r � r r o I o i I -tov CD;r, I I .� _ _ _ N N �% p o I N I o `14 I p p I i I I p p I I I I I I p I I I I I 1 I I I ENDWALL INSULATION: FRME LINE 1 INSULATION: 4.00" Thic VR va, 7»� �7sa 12 12 SIDEWALL INSULA ION: FRAME LINE A INSULATION: 4.00" Thick VR DESIGN CRITERIA JIMM LENGTH•105-0 FBC 14 LIVE LOAD TO FRAMES, I PSF LIVE LOAD TO PURLINS, 20 PSF C14 N N N I N — — " j cp cfl CO � CO ' c4 ! cc I Lo — co I I I I I I ! TTEXPOSIIURRE, GRpUEGDRY, III EISgICGUSES ENCLOSURE CLASSIFICATION, I I I I I I p I p SIDEWALL INSULA ION: FRAME LINE A INSULATION: 4.00" Thick VR SIDEWALL INSULA ION: FRAME LINE U INSULATION: 4.00" Thick VR � Ply 229-896-7569 SCALE: N.T.S. ATE: 11-1s-2015 FAX 229-896--7560 DRAWN BY: K.JOHNSO SALES: J.RAGLAND DATE: ELITE P.O. BOX 207 BUILDING SIZE: S T R U e 1i U R E S ADEL , GA 31620 1 40 64X 14 REVISION TITLE/LOCATION DESCRIPTION KEEN'S PORTABLE BUILDINGS JACKSONVILLE, FL ENDWALL INSULATION: FRAME LINE 6 INSULATION: 4.00" Thick VR INSULATION TIABLE FRAMEA D DESIGN CRITERIA JIMM LENGTH•105-0 FBC 14 LIVE LOAD TO FRAMES, I PSF LIVE LOAD TO PURLINS, 20 PSF COLLATERAL LOAD, 3 6'-0" 110'-01' 0 I 0 PSF WIND LOAD, (ULTIMATE), 126 MPH • `o ^ o WI -6 ! TTEXPOSIIURRE, GRpUEGDRY, III EISgICGUSES ENCLOSURE CLASSIFICATION, 4 PLAN: I I I T p I WALL INSULATION SHEET 8 of 11 I SIDEWALL INSULA ION: FRAME LINE U INSULATION: 4.00" Thick VR � Ply 229-896-7569 SCALE: N.T.S. ATE: 11-1s-2015 FAX 229-896--7560 DRAWN BY: K.JOHNSO SALES: J.RAGLAND DATE: ELITE P.O. BOX 207 BUILDING SIZE: S T R U e 1i U R E S ADEL , GA 31620 1 40 64X 14 REVISION TITLE/LOCATION DESCRIPTION KEEN'S PORTABLE BUILDINGS JACKSONVILLE, FL ENDWALL INSULATION: FRAME LINE 6 INSULATION: 4.00" Thick VR INSULATION TIABLE FRAMEA D DESIGN CRITERIA JIMM LENGTH•105-0 FBC 14 LIVE LOAD TO FRAMES, 12 PSF LIVE LOAD TO PURLINS, 20 PSF COLLATERAL LOAD, 3 6'-0" 110'-01' 0 SNOW LOAD (GROUND), 0 PSF WIND LOAD, (ULTIMATE), 126 MPH • s WI -6 ! LEGEND: 58'-0"1) Length (Roll #) 7"'[�-,, 12 i S. llar%w, P.E. j 2149 Neil Purvis Road Adel, GA 31620 P.E. # 54419 DESIGN CRITERIA BUILDING CODES FBC 14 LIVE LOAD TO FRAMES, 12 PSF LIVE LOAD TO PURLINS, 20 PSF COLLATERAL LOAD, 3 PSF SNOW LOAD (GROUND), 0 PSF WIND LOAD, (ULTIMATE), 126 MPH WIND IMPORTANCE FACTOR, 1 WIND B TTEXPOSIIURRE, GRpUEGDRY, III EISgICGUSES ENCLOSURE CLASSIFICATION, ENCLOSED PLAN: JOB # 9696 --WI I WALL INSULATION SHEET 8 of 11 i S. llar%w, P.E. j 2149 Neil Purvis Road Adel, GA 31620 P.E. # 54419 71 W 1.1 ;1D �-m 04-O"OUT-T0-OUTOFSTEEL T13t-6" _______ ________ ________ ______-- ------- ------- -------- -------- ------- -----1 -------- } } ! � ~` ��` ~ 00 00 co ! CD00 14LIVE bo 00 00 00 to .` `~ ~~ 00 00 , ! ^ CODE, FBC 14LIVE bo 00 00 00 to — — — — - — — — — - - r - - — — — — ----------------------- ----------------- ---- -------- ROOF INSULATIONINSULATIONi 4,00' Thick VR INSULATION TABLEROOF PLANEmmimm �}��|[lN '^^-`'^~'^~`~ PH 229-896-7569 FAX 229-896-7560 DRAWN BY- K.JOHNSONFSALES: J,RAGLAND BUILDING SIZE: K.L.ITEBOX207�� 0_ S �T R U CT UR E 0 ______ , -_ DESIGN CRITERIABUILDING CODE, FBC 14LIVE LOAD TO FRAMES: �}��|[lN '^^-`'^~'^~`~ PH 229-896-7569 FAX 229-896-7560 DRAWN BY- K.JOHNSONFSALES: J,RAGLAND BUILDING SIZE: K.L.ITEBOX207�� 0_ S �T R U CT UR E 0 ______ , -_ DESIGN CRITERIABUILDING CODE, FBC 14LIVE LOAD TO FRAMES: 12 PSFCOLLATERAL LOAD, 3 PSFSNOW LOAD (GROUND), 0 PSFWIND LOAD, (ULTIMATE), 126 MPHWIND IMPORTANCE FACTOR1 1WIND EX BJ&AjNGURSjSKG&UWGORYi 14ENCLOSURE CLASSIFICATIONt ENCLOSED � '| //~~/[* // /� -0 ,d7" 12 I rr ELITE S T R U C T U R E S SIDEWALL CANOPY DETAIL PI O I1' -n 5/8 -- CLEAR +/- 40'-0" OUT -TO -OUT OF STEEL RIGID FRAME ELEVATION: FRAME LINE 2 4 MEMBER Mark RF1-1 T BLE Web De th Web Plate Outside Flange W x Thk x Len th 6 x 1/4' x 162.3 Inside Flange W x Thk x Len th 6 x 3/8" x 152.1 S-t-artZEnd Thick 2.0/12.0 0.135 Length 33.1 FBC 12.0/12.0 0.135 119.0 6 x 1/2" x 23.2 LIVE LOAD TO PURLINS, 20 PSF RF1-2 2.0/12.0 12.0/12.0 0.313 0.135 17.4 119.0 6 x 1/4" x 240.0 6 x 3/8" x 139.7 12.0/12.0 0.135 119.0 6 x 1/4" x 12.5 6 x 1/4" x 112.9 RF1-3 12.0/12.0 12.0/12.0 0.135 0.135 21.7 21.7 6 x 1/4" x 12.5 6 x 1/4" x 112.9 9696 12.0/12.0 0.135 119.0 6 x 1/4 x 240.0 6 x 5/16" x 139.7 RF1-4 12.0/ 12.0 12.0/12.0 0.135 0.313 119.0 17.4 6 x 3/8" x 23.2 6 x 5/16'' x 152.1 12.0/ 12.0 0.135 119.0 6 x 1/4" x 162.3 12.0 12.0 0.135 1 33.1 SCALE: DATE: PH 229-896-7569 N.T.S.11-13-2015 FAX 229-896-7560 DRAWN B K JOHNSON SALES: d�D P.O. BOX 207 BUILDING SIZE: ADEL , CA 31620 40X64)(14 SPLICE BOLT TABLE Mark Qty Top Bot Int Type Dia Length SP -1 4 4 0 A325 0.750 3.00 'OFLA iGE BRACES: Both Sides(U.N.) FBx. xA(1): xx=length(in) A - L2X2XI4G REVISION TfTL /LOCATION DESCRIPTION KEEN'S PORTABLE BUILDINGS JACKSONVILLE, FL 7"L, 12 Gregory S. Barfield, P.L. 2149 Nell Purvis Road Adel, GA 31620 P.E. # 54419 ► I --- r (r -r S- DESIGN CRITERIA BUILDING CODE, FBC 14 LIVE LOAD TO FRAMES: 12 PSF LIVE LOAD TO PURLINS, 20 PSF COLLATERAL LOAD` 3 PSF SNOW LOAD (GROUND), 0 PSF WIND LOAD, (ULTIMATE). 126 MPH WIND IMPORTANCE FACTOR, 1 IND EXPORRSIIUKRE,, B jkgjjNNGUSES GRL]UJ �GQRYI II ENCLOSURE CLASSIFICATION• ENCLOSED PLAN: JOB # 9696 -XS CROSS SECTION SHEET 10 OF 11 Gregory S. Barfield, P.L. 2149 Nell Purvis Road Adel, GA 31620 P.E. # 54419 ► I --- r (r -r S- END OF BUILDING tsoms ENDWALL COLUMN GABLE RAKE ANGLE o I ENDWALL #12 S. D. SCREW d,^ ROOF PURLIN "" RAFTER ENDWALL COLUMN ROW Ar ENDWALL BOLT, 0.5' GIRT RAFTER o BY 1.25, CTYP) PLATED ENDWALL O O O O vr+T6n BY 1.501 W R COLUMN i0o .. u f4AME a BfMER SOID SECTION 'A - A' a o 0 0 O O O LINSTALLATION PR�EDDRE il ENDWALL ENDWALL RAFTER RAFTER WELDED PLATE. CUT THE BANDING IN REQUIRED LENGTHS TO STRETCH 0. ° a 0 0 BOLT, 0.5° FROH EAVE TO ROW t P PIECES PIM% EACH SECTD2D, COLUMN ELDED BY 1'(7YP) ENDWALL COLUMN IJO O O FASTEN THE BANDING TO THE TOP AND BOTTOM - PLATE BASE PLATE COLUMN, FLANGES O THE RIDGE KAiR M ENDWALL IF PRESENT ENDWALL GIRTS -WELDED BASE PLATE KEEP TMA' AM BOTTOM BANDIMG As CLOSE TOGETHER AS POSSIBLE ENDWALL RAFTER TO COLUMN SEE ERECTIIIN DRAWINGS FOR BOLT SIZE. ANGLE GIRT PLAN ELEVATION ATTACH THE BINDING AT THE EAVE. PURLIN W TOP AND BOTTOM F 3 PLAN ELEVATION FOR SOLEE TADIA AND TYPE. SAIONG IS TO BE INSTALLED AS TIGHT AS POSSIBLE, FASTEN THE BANDING ON EACH OF THE PURLINS IN C6 NDWALL COLUMN TO WALL GIRT BASE PLATE TO ENDWALL RAFTER SPLICE &ECTION THRU ENDWALL RAFTER THE RAI MIH TME TOPAMBOTTOM FLANGESC1 RNER COLUMN TO D17 CORNER COLUMN TO WALL GIRT ';L,3 BASE PLATE FOR ENDWALL COLUMN ES COLUMN OR DOOR JAMB AT SURFACE CHANGE CROSS BMW AT FAVE AND RIDGE AS SHOWN IN DETAIL ABOVE. - ENDWALL RAFTER EAVE STRU CABLE GRIP on�nrfsh bee t a71( anc ors equa a o EAVE STRUT COLUMN OR RAFTER WEB #12x1 s.d, sc ew #12 S. D. SCREW- BOLT, FRRME �- SHEET Q.OL x 1.5° HILLSIDE 6' o/c) BOLTS. 0,5' Ra ❑ N A LE WALL GIRT DOOR JAMB CABLE - WASHER tpw BASE ANGLE x 1.0' (TYP) PUR�IN PLATE 0 0 0� WELDED FLAT o BRAC TO J B EYEBOLT WASHER _ BOLTS, DOOR JAMB 0 O DSO'x1,25' NUT EXTENSION t1F O SLOT IN WEB TO INSERT FRAME TOP FLANGE o DOOR HILLSIDE WASHER RFGpI��E A�pFIt TNEGR o COLUMN ,IAMB AND EYEBOLT RAFTER RACES • SECTION ELEVATION DOOR HEADER —CORNER WELDED PLATE WALL GIRT WELDER BOL7)S, 0 COLUMN WALL GIRT SECTION ELEVATION BASE TRIM PLATE x LO CW) SECTION ELEVATION BOLTS, 0.50' BY 1.0' (TYP) G EAVE STRUT TO CORNER 0 EAVE STRUT TO RIGID FRAME V L8 S DOOR HEADER TO DOOR JAMB (,�� DIAGONAL CABLE, EYEBOLT END BASE ANGLE TRIM G2 ROOF PURLIN TO INTERIOR FRAME RAFTER WALL GIRT TO FRAME COLUMN COLUMN K3 WALL GIRT TO DOOR JAMB DOOR JAMB TO WALL GIRT 4° 4' COLOR COLOR 3 1/ 3 1L 3° COLOR 3 5/161 \ 7/8' 1 3/4' COLOR 3/4' 5/16' 3 5/16° 4' VARI VARIES f 10° 1 1/4' 1 1/4' 1 1/ ° 5 3/41 2 10 ° 1/2' COLOR /4 1 3/8'... 1 3' 3/4° 3° HEAD TRIM OUTSIDE CORNER TRIM BASE TRIM DOWNSPOUT (STRAIGHT) DO`v7NSPOUT WITH '45 ELBOW ER1O3 ER1O5 E108 E117 DOWNSPOUT STRAP BATTENLOK HS, SUPERLt3K, ULTRA -DSK & DOUBLE -LOM FLOATING PEAK BOX GUTTER STRAP E 118 E 12 2 E300 E301 E306 5' 3/4' 12 12 J2 1' FPt 'R' or 'W' Endwalt Rafter 3/ ' 3/4° 11 1' PITCH OR DEGREE1., 2 3/4' 6 3/81 VARIES 4 1/2' MM' HEM F COLOR E9 -.g j _j i° EndwalL Glrt 2• 3° Dotted Cilp 3/4' BOX GUTTER END CAP (LE T OR RIGHT) EAVE/SOFFIT TRIM SSR BOX RAKE TRIM SSR BOX GUTTER E325 E326 E328 E142 a SECTION OF ENDWALL GIRT TO RAFTER XZ tJ X� X6 1`2 12 -7 3" -> GfOgory S. Saiiieid, P.E. 12149 Nett Purvis Roar! Adel, GA 31620 P.E. # 54419 DESIGN CRITERIA X7 XS BUILDING CODE, EBC 14 LIVE LOAD TO FRAMES: 12 PSF LIVE LOAD TO PURLINSI 20 PSF COLLATERAL LOAD, 3 PSF t�p1Y SNOW LOAD (GROUND)i0 PSF Mme •• A"' ®•••••••• '9 WIND LOAD' CULTIMATE)M 12G MPH.�''V, ��°+�•°•.'�',• WIND IMPORTANCE FACTOR: 1 at�Q. No � WIND EXPOSUREI pp,, B 1S SE @1 GU KG&6EGORYI II ENCLOSURE CLASSIFICATIONT ENCLOSED TA [DRAWN CALE: DATE: TITLE/LOCATION PLAN: J}Q6 # w N.T.S. 11-13-2015 REVISION BH 2,29-896-7569 9696 -DP ,�••:C?}��,.•'`�"t� FAX 229--896--7560 BY: K.JOHNSON S: J.RAGLAND DATE: DESCRIPTION�„�•?fELIT �`, B.O. BOX 207 UILDING SIZE: KEEN'S PORTABLE BUILDINGS DET �'tI.'� 41�` S T U C i U R E S ADE.1� , GA 31620 40X6 X14 JACKSONVILLE, FL AIL PAGE SHEET 11 of 11 I1-l�Wr� I 0) Z �x 0 0 0 2 STORY METAL BUILDING ��- -.0c zoo O�< x x 18 CP 14' C �9 18' CP TREE BARRICADE 12 13' CP �13 ®�s l ® 18' CP 32 CE 1 8' PINE 15' CE • 4' ELM x x� (o g SEE SHEET L-3 FOR TREE 14' CE MITIGATION TABULATIONS {1 (O9 14', 16' CE (o 14' CE TREE KEY 14' CE - 14' CEDAR 22' PN 22' PECAN '1' CH - '1' WILD CHERRY 28' M - 28' MAPLE 13' CP - 13' CABBAGE PALM 24' PI - 24' PINE 15' LLO - 15' LAUREL OAK 24' LO - 24" LIVE OAK rot 18' C ro& 22' PN �i 28° M TREE TO BE REMOVED, TYP. GREENHOUSE (63'x 108') 6800 SF± FFE = 9.50 SILT FENCE AROUND PERIPHERY OF PROPERTY, TYF`. X (03 14'M N00 °29'03 "W 289.76' 5 TREE BARRICADE ro' 13' M 9' g J 9' M • 8' TUPELO TREE BARRICADE 1�i 24' PI 55 r:)3 12', 12' LO 2 STORY METAL BUILDING �j li• i23" 24' LO LO e• 1 � (2) 3' PODOCARPUS '1' CH 54 2(o' PI 48 LLO 49 22' CP 51 16' CP SILT FENCE AROUND PERIPHERY OF PROPERTY, TYf=. X X X 1 1ro', 21 LO 12' LO ® 13 6"10 14 CP 11 8 CP 15� O 14 8 14' LLO 12 CP ® 4 14' L aro' LO, 20 LO 2 ' LO 21 ' LLO 110 23 15' LLO rn PROi�05� D RETENTION POND 2 E�15' cP 24 24'LL:)x c 00 2 0 v 14' LLO X O DYING 21 1g2 I 4' CE 29 12 CP ~ z x � 3� El 13' CP 3 29' LLO 0 ' CP 18' LL 3 x CP °4 4. . h 4* 4 \ 4 4 4 3�4. o 4 :S ° � 24' PI 41 15 C 4 16' CP ro' LLO a --� x x x x x x x x ® x • x • LLO ® > 'SCPO N00 °29'03"W 29 7.78' 4 3 42 40 (p 15 CP CP S' LLO ro' LLO OD-- � Oo rn -p 24" N 24„ X 24" 24" FM FM FM FM FM 24 (x'69 'Od `8Z0y /I d '0) 1 N3W-3S d3 OZ X X x X x X -.0000 E UTHEN I C5 5TUF,)f0 LAND ARCHITECTURE O Q0 SO4 333 '1483 kel lmorelfficomca st.net 00 n rl O 1 � : Cn c� �A N U (J-4 =3 w j o -1 LL 4 U.l z _v Z U p O Z Q- q O �A 60 00 O 0) Z �x 0 0 0 2 STORY METAL BUILDING ��- -.0c zoo O�< x x 18 CP 14' C �9 18' CP TREE BARRICADE 12 13' CP �13 ®�s l ® 18' CP 32 CE 1 8' PINE 15' CE • 4' ELM x x� (o g SEE SHEET L-3 FOR TREE 14' CE MITIGATION TABULATIONS {1 (O9 14', 16' CE (o 14' CE TREE KEY 14' CE - 14' CEDAR 22' PN 22' PECAN '1' CH - '1' WILD CHERRY 28' M - 28' MAPLE 13' CP - 13' CABBAGE PALM 24' PI - 24' PINE 15' LLO - 15' LAUREL OAK 24' LO - 24" LIVE OAK rot 18' C ro& 22' PN �i 28° M TREE TO BE REMOVED, TYP. GREENHOUSE (63'x 108') 6800 SF± FFE = 9.50 SILT FENCE AROUND PERIPHERY OF PROPERTY, TYF`. X (03 14'M N00 °29'03 "W 289.76' 5 TREE BARRICADE ro' 13' M 9' g J 9' M • 8' TUPELO TREE BARRICADE 1�i 24' PI 55 r:)3 12', 12' LO 2 STORY METAL BUILDING �j li• i23" 24' LO LO e• 1 � (2) 3' PODOCARPUS '1' CH 54 2(o' PI 48 LLO 49 22' CP 51 16' CP SILT FENCE AROUND PERIPHERY OF PROPERTY, TYf=. X X X 1 1ro', 21 LO 12' LO ® 13 6"10 14 CP 11 8 CP 15� O 14 8 14' LLO 12 CP ® 4 14' L aro' LO, 20 LO 2 ' LO 21 ' LLO 110 23 15' LLO rn PROi�05� D RETENTION POND 2 E�15' cP 24 24'LL:)x c 00 2 0 v 14' LLO X O DYING 21 1g2 I 4' CE 29 12 CP ~ z x � 3� El 13' CP 3 29' LLO 0 ' CP 18' LL 3 x CP °4 4. . h 4* 4 \ 4 4 4 3�4. o 4 :S ° � 24' PI 41 15 C 4 16' CP ro' LLO a --� x x x x x x x x ® x • x • LLO ® > 'SCPO N00 °29'03"W 29 7.78' 4 3 42 40 (p 15 CP CP S' LLO ro' LLO OD-- � Oo rn -p 24" N 24„ X 24" 24" FM FM FM FM FM 24 (x'69 'Od `8Z0y /I d '0) 1 N3W-3S d3 OZ X X x X x X -.0000 E UTHEN I C5 5TUF,)f0 LAND ARCHITECTURE O URBAN DESIGN SO4 333 '1483 kel lmorelfficomca st.net � n rl 1 � 0) Z �x 0 0 0 2 STORY METAL BUILDING ��- -.0c zoo O�< x x 18 CP 14' C �9 18' CP TREE BARRICADE 12 13' CP �13 ®�s l ® 18' CP 32 CE 1 8' PINE 15' CE • 4' ELM x x� (o g SEE SHEET L-3 FOR TREE 14' CE MITIGATION TABULATIONS {1 (O9 14', 16' CE (o 14' CE TREE KEY 14' CE - 14' CEDAR 22' PN 22' PECAN '1' CH - '1' WILD CHERRY 28' M - 28' MAPLE 13' CP - 13' CABBAGE PALM 24' PI - 24' PINE 15' LLO - 15' LAUREL OAK 24' LO - 24" LIVE OAK rot 18' C ro& 22' PN �i 28° M TREE TO BE REMOVED, TYP. GREENHOUSE (63'x 108') 6800 SF± FFE = 9.50 SILT FENCE AROUND PERIPHERY OF PROPERTY, TYF`. X (03 14'M N00 °29'03 "W 289.76' 5 TREE BARRICADE ro' 13' M 9' g J 9' M • 8' TUPELO TREE BARRICADE 1�i 24' PI 55 r:)3 12', 12' LO 2 STORY METAL BUILDING �j li• i23" 24' LO LO e• 1 � (2) 3' PODOCARPUS '1' CH 54 2(o' PI 48 LLO 49 22' CP 51 16' CP SILT FENCE AROUND PERIPHERY OF PROPERTY, TYf=. X X X 1 1ro', 21 LO 12' LO ® 13 6"10 14 CP 11 8 CP 15� O 14 8 14' LLO 12 CP ® 4 14' L aro' LO, 20 LO 2 ' LO 21 ' LLO 110 23 15' LLO rn PROi�05� D RETENTION POND 2 E�15' cP 24 24'LL:)x c 00 2 0 v 14' LLO X O DYING 21 1g2 I 4' CE 29 12 CP ~ z x � 3� El 13' CP 3 29' LLO 0 ' CP 18' LL 3 x CP °4 4. . h 4* 4 \ 4 4 4 3�4. o 4 :S ° � 24' PI 41 15 C 4 16' CP ro' LLO a --� x x x x x x x x ® x • x • LLO ® > 'SCPO N00 °29'03"W 29 7.78' 4 3 42 40 (p 15 CP CP S' LLO ro' LLO OD-- � Oo rn -p 24" N 24„ X 24" 24" FM FM FM FM FM 24 (x'69 'Od `8Z0y /I d '0) 1 N3W-3S d3 OZ X X x X x X -.0000 E UTHEN I C5 5TUF,)f0 LAND ARCHITECTURE COMMUNITY PLANNING URBAN DESIGN SO4 333 '1483 kel lmorelfficomca st.net FLORIDA REG. NO. 1160 GEORGIA REG. NO. 668 SEAL jL � U � Q Q =3 w j o -1 LL U.l z _v Z U O Z Q- q O �A Q SHEET TITLE TREE REMOVAL_ 4 MITIGATION PLAN DATE ISSUED JUNE 11, 2014 REVISIONS SCALE 1 = 10' NORTH SHEET L 1 0 1-csl— c�, �-�)C Zr0� • CE 3s -mc: 4-UJR CP • 32 "CE 1 -QV 2 STORY METAL BUILDING v 41 -Vo �" N00 °29'03"W 289.76' X O COQUINA / CRUSHED CONCRETE VIJA GREENHOUSE (63'x 108') 6800 SF± FFE = 9.50 24' LO 23' LO 6,000 SF BAH I A 50D 50D 2 STORY METAL BUILDING ® 14' CP • 6N, MM .o 2ro" LO 0 0 0 X X X X X X X N00 °29'03"W 297.78' 24 N cn 2 4" X 24 FM FM � FM X (�'6g *9d `gz0y A d'0) 1 N.3W-7SV-7 `0z X 1 -CP X X- 16 21' LO 16 ' LO 14' LLO 14' CP dh COQUINA / CRUSHED CONCRETE VUA 1 -CP °p 1 -QV 6 ' LLO 12' LO, W LO 15' LO 14' LO X 16' LO 1 -CP UTHEN I C5 STUD 10 LAND ARCHITECTURE COMMUNITY PLANNING URBAN DESIGN 904 333 1483 kel Imoreacomca st.net FLORIDA REG. NO. 1160 GEORGIA REG. NO. 668 • 15' CP a SEAL 0 LL Z v 1 -CP �3 w 1 �r Q � LL v 1 0 O � � 0 • 4" CE SHEET TITLE PLANTING FLAN DATE ISSUED JUNE 11, 2014 REVISIONS SCALE 1 �o = 10' NORTH SHEET c�, �-�)C Zr0� • CE 3s -mc: 4-UJR CP • 32 "CE 1 -QV 2 STORY METAL BUILDING v 41 -Vo �" N00 °29'03"W 289.76' X O COQUINA / CRUSHED CONCRETE VIJA GREENHOUSE (63'x 108') 6800 SF± FFE = 9.50 24' LO 23' LO 6,000 SF BAH I A 50D 50D 2 STORY METAL BUILDING ® 14' CP • 6N, MM .o 2ro" LO 0 0 0 X X X X X X X N00 °29'03"W 297.78' 24 N cn 2 4" X 24 FM FM � FM X (�'6g *9d `gz0y A d'0) 1 N.3W-7SV-7 `0z X 1 -CP X X- 16 21' LO 16 ' LO 14' LLO 14' CP dh COQUINA / CRUSHED CONCRETE VUA 1 -CP °p 1 -QV 6 ' LLO 12' LO, W LO 15' LO 14' LO X 16' LO 1 -CP UTHEN I C5 STUD 10 LAND ARCHITECTURE COMMUNITY PLANNING URBAN DESIGN 904 333 1483 kel Imoreacomca st.net FLORIDA REG. NO. 1160 GEORGIA REG. NO. 668 • 15' CP a SEAL 0 LL Z v 1 -CP �3 w 1 Q � LL v 1 0 O � � 0 • 4" CE 1 -CP rn SII X X CIO g' CP g' LLO 6' LLO FM 24 FM 24„ X X X X� r --mmoo UTHEN I C5 STUD 10 LAND ARCHITECTURE COMMUNITY PLANNING URBAN DESIGN 904 333 1483 kel Imoreacomca st.net FLORIDA REG. NO. 1160 GEORGIA REG. NO. 668 a SEAL LL Z U �3 w 1 Q � LL ll- v 1 O � � Q SHEET TITLE PLANTING FLAN DATE ISSUED JUNE 11, 2014 REVISIONS SCALE 1 �o = 10' NORTH SHEET L 2 0f= 3 0 PIROTECTiON OF TREE5 DURING CONSTRUCTION All protected trees, preserved understory veggetation, and trees retained for tree credit pursuant to Sec. 83D.6b., shalFbe protected from injury 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 area equal to fifty (50) percent of the area within the drip line. Tfi6 barriers shall remain in place throughout construction. B. The developer shall not cause or allow the cleaning of equipment, storage or disposal of materials or waste materials such as ppaints, solvents, asphalt, concrete, mortar or any other material that may endanger the health of trees or vegetation within the drip line of protected trees. C. The protected area shall be maintained at its original grade with no trenching or cutting of an roots, and there shall be no storage of Till or compaction of soil. In no event sha I I 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 shall be not less than two (2) feet by two (2) feet ire 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 BE SUBJECT UP TO A FINE OF UP TO $280.00 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 Builders and Developers, published by the Florida Department of Agriculture and Consumer Services, Printing Date February 2001 and available through the Florida Department of Agriculture, Division of Forestry. PLANT 5CHEDUL_E COAG COMMERCIAL LOT DEVELOPMENT i TREE / 8000 SF TOTAL LOT SIZE: 54,230 SF TOTAL NO. 4' TREES REQUIRED - -1 TREE MITICsATlOCALCULATIONS TOTAL 1:1 LIVE OAK INCHES REMOVED - 38' TOTAL 1:1 LIVE OAK INCHES PROTECTED - 138' TOTAL 1:1 LIVE OAK INCHES PLANTED - 24' TOTAL 3:1 HARDWOOD TREE INCHES REMOVED - 318' TOTAL 3:1 TREE INCHES REQUIRED - 106' TOTAL 3:1 TREE INCHES PROTECTED - 318' TOTAL PALM INCHESMOVED - 218' TOTAL PALM INCHES�IROTECTED - 121' 4D TREE TO REMAIN X TREE TO BE REMOVED R ® PALM TO BE RELOCATED QTY. KEY COMMON NAME BOTANICAL NAME SIZE HEIGHT SPREAD REMARKS 3 QV LIVE OAK QUERCUS VIRGINIANA 4'-4 1/2' CAL. 14' - 16' .11-81 FULL, STRAIGHT, MATCHING 8 WR WASHINGTONIA PALM WASHINGTONIA R05USTA 14' CAL 26' OA 1' - 9' FULL, STRAIGHT, NO BOTS 6 CP CABBAGE PALM SABAL PALMETTO 14' CAL 14' - 16' -1' - 9' No BOOTS, FAT TRUNK 2 CS CRINUM LILY CRINUM SPECIES 15 -GAL 30' - 36 30' FULL, SPECIMAN, 9 LEAF MIN. 41 VO SWEET V15URNUM VIBURNUM ODORATISSIUM 3 -GAL 24'- 30' 18' FULL 56 LJ GLOSSY LIGUSTRUM LIGUSTRUM JAPONICA 3 -GAL 24' 16' FULL 86 BPJ BLUE PACIFIC JUNIPER JUNIPERUS CHiNENSIS 'BLUE PACIFIC 3 -GAL 24'- 30' 18' FULL 10 MC MUHLY GRASS MUHLENBERGIA CAPILLARIS 1 -GAL 12' - 14' S"l FULL 43 LC YELLOW LANTANA LANTANA CAMARA 1 -GAL 8' - 10' 12' FULL -i000 SF SOD BAHIA GRASS PASPALUM NOTATUM 16' x 24' FRES FULL VEGETATIVE HEAD, i' - 8' 2 - 4 CANES, 5' CLEAR TRUNK 4' SAUCER FOR WATERING, APPLY 4' PINESTRAW MULCH PLANT MIX, TAMP AND WATER INTO PLACE COMPACTED PLANT MIX MULTI -TRUNK TREE PL_ANTiNG DETAIL_ NTS REMOVE ALL CONSTRUCTION FROM PLANT PROVIDEPOSITIVE - - VARIlis INIESTRAW MULCH PLANT AT LEVEL GRADE 11111111mlionnui idr I I� SPECIFIED PLANT MIX ROTO -TILLED EXISTING TOPSOIL - OF —s' . DE15RIS (z'ROUND COVE NTS rte, � Imo` �� — • REMOVE VINES AND DEAD WOOD FROM TREE. REMOVE SUCKERS, BROKEN AND MISSHAPENED LIMBS TO 12'. ERECT 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 TREE 2 X 4 FENCE POST, 6' O.C. W/ i X 4 RA I L iNG, AS SHOWN NOTE- iMMIPW DAi WADES ARE TO RE MIN WACT THROUGH= CaOTRUCTICN EX15TiNG TREE PROTECTION BARRICADE NTS TIE FRONDS VERTICALLY, REMOVE FRUIT PODS REMOVE 1/2 FRONDS, CLEAN-UP FROND BASES CABBAGE PALMS UNDER 16' CT UNIFORMLY CLEANED -UP BOOT SCARS DO NOT NEED CABLING OR STAYS ON TRUNK (3) 3/6' STEEL CABLE W/ HOSE WRAP, TURNBUCKLE AND MOBILE -HOME ANCHOR, 4' DEPTH a 120• SPREAD 4' HIGH SAUCER W/ 4' PINESTRAW MULCH RAISED GRADE WHERE POSSIBLE 1 b BACKFILL MIX AS SPECIFIED. TAMP AND WATER INTO PLACE SET ROOTBALL ON UNDISTURBED SOiL. CONTRACTOR TO BE AWARE MIN. 30' ROOTBALL DIAMETER. OF POSSIBLE UTILITIES iN AREA CALL FOR LOCATES BEFORE DIGGING PAL_1 I PLANTING DETAIL_ NTS REMOVE ALL CONSTRUCTION DEBRIS FROM PLANT BED PROVIDE POSITIVE DRAINAGE PLANT AT LEVEL GRADE 3' PINESTRAW MULCH w� TAMP AND WATER IN c • e A R POC ETSHLY TO REMOVE SPECIFIED PLANT MIX ROTO -TILLED INTO SOiL EXISTING TOPSOIL FREE OF LIMEROCK AND DEBRIS e4RU5 PLANTING DETAIL NTS EUTHEN i C5 STUD 10 LAND ARCHITECTURE COMMUNITY PLANNING URBAN DESIGN 904 246 6219 904 241 8382 fax kel Imorescomca st.net FLORIDA REG. NO.1160 GEORGIA REG. NO. 668 SEAL LL � U 0 LU —1 Q : LL � o o OL v :� O SHEET TITLE PLANTING DETAILS TREE MITIGATION TABLES DATE ISSUED JUNE 11, 2014 REVISIONS SCALE 1" 20' NORTH SHEET L O